The URL can be used to link to this page

Home My WebLink About69-04 Sherando Towne Center - Commercial - Opequon - BackfileCONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care inthis work so as to avoid damage to any utilities. Any damage shall be the contractors responsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is "tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin.;. c The Authority shall furnish and install all 5/8", 3/4 and 1" water services. d For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line: The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backtlow prevention assembly (detector double check .valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency'vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION Vt. All work on this project shall conform to the current editions of and latest revisions to the V14. All roadway fill, base, subgrade materiall, and backfill in utility/storm sewer Virginia Department of Transportation (VDOT),Road and Bridge Specifications and Standards, trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or density as determinedby AASHTO T-99 Method A, within plus or minus 2% of local regulations. In case of a discrepancy or conflict between the Standards or Specifications optimum moisture for the full width of any dedicated street right-of-way. At the and Regulations, the most stringent shall govern direction of VDOT, density tests shall be performed by a qualified independent V2. All construction shall comply with the. latest U.S. Department of Labor, Occupational Safety and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, these plans and/or as specified by VDOT. shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of V16. The installation. of any entrances and mailboxes within any dedicated street right - of -way shall meet VDOT minimum design standards and is the responsibility of the VDOT Road and Bridge Specifications. the developer. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including V17. Prior to VDOT acceptance of any streets, all required street signage and/or traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility pavement markings shall be installed by the developer or, at VDOT s discretion, companies. It is the sole responsibility of the developer to locate and identify utility facilities or by VDOT on an account receivable basis following the Manual On Uniform items that may be in conflict with the proposed construction activity. VDOT approval of these Traffic' Control Devices. plans does not indemnify the developer from this responsibility. V18. The developer shall provide the VDOT Residency Office with a list of all material V5. Design features relating to field construction, regulations, and control or safety of traffic may be sources prior to the start of construction. Copies of all invoices for materials subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of utilized within any dedicated street right-of-way must be provided to the local any field revision shall be the responsibility of the developer. VDOT Residency Office prior to acceptance of the work. Unit and total prices V6. Prior to initiation of work, the contractor shall be responsible for. acquiring all necessary VDOT may be obscured, land use permits for any work within VDOT right-of-way. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged mechanical spreader. Density will be determined using the density control strip in and held by the engineer and/or developer with the attendance of the contractor, various County accordance with Section 304 of the VDOT Road and Bridge Specifications and agencies, utility companies and VDOT prior to initiation of work. VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the to any required or requested inspection. VDOT Road and Bridge Specifications. Density shall be determined using the V9. The contractor shall be responsible for maintaining adequate access to the project from the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. shall be submitted to VDOT daily, unless specified otherwise. A VDOT Furthermore, access to other properties affected by this project shall be maintained through representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -six - Control who shall inspect erosion and siltation control devices and measures on a continuous (36) inches and larger shall be explored below the bottom of the excavation to basis for proper installation and operation. Deficiencies shall be promptly rectified. determine the type and condition of the foundation. The contractor shall report V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comp with VDOT Road and Bridge end of construction. Ily Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum encountered, the foundation design and/or need for foundation stabilization shall thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at be determined by the engineer and approved by VDOT. conflict points. V22. Approval of these plans shall expire three (3) years from the date of the approval V12. Any unusual subsurfaCer conditions (e.g., unsuitable soils, springs, sinkholes, letter. voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed VI 3. All fill areas, borrow material- and undercut areas shall be inspected and approved on these plans in accordance with VDOT?s installation criteria. Final approval of the by a VDOT representative prior to placement and fill. Where CBR testing is guardrail layout to be given by VDOT after grading is mostly complete. required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Vicinity Map Scale 1 "= 1000' November 0, 2004 Revised: January 14, 2005 ilbert w® clifford & associates Engineers - Surveyors - Land Planners - Water Quality a division of Patton Harris Rust & Associates, pc 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 Fredericksburg, Virginia 22404 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-3230 FAX: (540) 665-0493 Owner/Developer: David B. Holliday P.O. BOX 2715 Winchester, Virginia 22604 (540) 667-2120 LOCAL UTILITIES RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. e 1 ilk, O �• 1 � �iti1: MI' •1 . STOW PROFILES, SWM AND MISC. DETAILS SEDIMENT CONTROL AND MISC. DETAILS Frederick County Sanitation Authority P. 0. Box 1877 EROSION CONTROL Winchester, Virginia 22604 1. Prior to initiating any land disturbing activity, it will tie necessary to schedule an on -site pre -construction meeting with public (540) 868- 1061 . P.O.C. John Whitacre worts s1.aff Ao discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2 Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections Alleghany Power as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the 3463 Valle Pike y approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: Winchester, Virginia 22604 a) Subdivision shall be stabilized in accordance with the' approved plan (Le., road surface, stormwater conveyance system, (540) 722-5852 P.O.C. CindyLain g curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwoter pond. A letter from the engineer -of -record shall be included with the Verizon as -built which states that the subdivision has been constructed in accordance with the approved plan. 404 Hillandale Lane c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for Winchester, Virginia 22602 each lot proposed for construction. 4. `temporary and permanent erosion control structures and methods to be in accordance with the Virginia (540) 665-3156 P.O.C. Terry Persons Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed Adelphia Cable at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days 1039 N. Frederick Pike when construction is not in progress. Winchester, Virginia 22601 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. (540) 667-0364 P.O.C. Dave Cesefske 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good loan quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Shenandoah Gas P. 0. Box 2400 THE DEVELOPER SHALL PROVIDE THE FOLLOWING: Winchester, Virginia 22604 1. BENCH MARKS WITHIN THE SUBDIVISION ADEQUATE (540) 869-1111 P.O.C. Tim Hockman FOR USE BY HOME BUILDER TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS. 2. AS BUILT PLANS OF SUBDIVISION IMPROVEMENTS TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. j "+ a Approved by Frederick County Zoning Administrator 1 Site Plan Approval Valid for 5 Years From Date Shown Hence Date LSD A. MISLOWSKY, JR. Z N0.020674 ® a Project Number: 6 Shemt1 Number of 13 - r- iVvA JM _f -E YV jp MY, Alc ";44 T-ol to- 4 4 J_ 4 OF Tz- .1A, zr� wY I -jol p ----------- Ile! C, 4 4 , �� -4 -An 4�_ MI Z, 13, Av- 1 17; 9ry 4"; if 7X7 2 -,"1 7 L .'AP;,W 7A, Im r tl 7 �t A,` t, 17. �At .11F -j o - p W-W AM V, 0111 W-t", (6. -A �-Z 17 IT - - Met AW f 5 �1, 1 1 �_ 'L "i , .1 __ - I I , , , - - -, b 4eml P"_ Y� V, - .. I . = �, --, , '!, -, , 2 MI. W R %MW Z� !�7 l!-, '0 _Y A— �.-i M M. I": VP - _4 R, i�� —1 V, "I.- 13, 4, —.-- 0 n- -V 1� �7 Z57 z 4: UM;� V. > 7q; 4! ;. eMfl Tl A, JN3 7Y e XK�* A IT; F� Vh4 tj 4 Ar As w IT PR R7 7 X., '�njj w TIF; rl�- 77 T -W: Fjf� -- — — - --- ,_— 7) - 7 7 7. �7 9-r� J., ;Jr-_ 43� 5w 4t � � 00 v Z �z `yl� ".?A W lu. W ivy ;4 4*L_ AV JL n L!, _,q A!, 77�tv, tt-, lfn A N 0 _V: 141 Iti- Y '4�V I- �,:_ �� n;, rri 'j 41f' Auk -zz!�" L i� �t, , Im- W-4 _7 71 iy Qk :J --A c" r 't;AI'll V __-_ I - R At -_J�: Wy 4, U, -1 "Isi 1 1; ins 'Wat , rMlY .. NN�.; tet: t% i"I., A 77, 7., '�C 111V I ON, ;rF W zt�. ev - �,j �6 , - - ; �4 -4 40- 1,-.. lks t �4J 174 gi� Nxzr .. . ....... -Y� A it !-7W 1 '10 4. 1 Kr i Mir L ;rT- - -'J- ;I- ww .t m� R�, ��ii I LT T. 'i 54, .,�t q� I I V, A '47.;T6. 4 7tw - A� 42 o vr .4 4 I. A tx _j y7 X11 f T T 4- o ni '�g, 3_4 w T, 41 gi� !_M6 Z� v rX IS, 12 IL f A VS, j Q R j t j j. ib, fl Z'7 > E- I A-0-1 jj� j ��n A� p, CL 00 TM 86-A-1028 w MICHAEL E AND MYRA J. CROKE,/ ; 0 ZONED: 82 QQ7 USE: HOMEPLATE / r3 t p� PaorOSEn 10' PEDESTRIAN AC= EASEWff r G , �..,o v � x / 20' INGRESS (TRESS MT. QO ; D.B. 936. PG. 1328 C' 101- P� O t°r Q` Q TM 86-A-102C v , . 1 �_ OZ3 NDA J. TAUAFERRO'.1Irp RICHARD L AND U INST.# 010018120 �' ` J� N � ZONED: B2 USE: OFFICE 111 SLOPE R MANAGE Ew. OPEN SPACE 20' DRAINAGE ESAIT. D.B. 782, M t t sre'+a'zo E 36air / LOT 5 \ - 8V2 - ,�"o_�COSTING °R"' ._._.__.w 0 ACTK BUFFER--�,a►`_ / SIGN ,' /-- -- 7 7 ADfk3S E�ISi]IUR / It WESTERLY PORTION 0 !,' �+`t,� I EASTERLY PORTION OF PIN 86-A-1�02 �l``;i`` PIN 86-A-102 90,610 SQ. FT.;' or I';`t+',` 506,814 SQ. FT. or / .0801 ACRES 1 1.634ACRES/ m LOT 4 F 8 35,912 SF { J.E.J.P. CORPORATION D.B. 740 PG. 515Ali LOT 7 :'' '°' ".me D.B. 768 PG. 1797 /J " t , , � ee>: PG 42,770 SF BE y"a"• EX. SON. SE.MF77 EASEIAW ZONE . _B 2 / m T"PROPOSM 10' PlE ESTlW AQCM EASa M / Pl�OP05fD ARAINAf fSAli 4� IX. 15' SLOP~ u0m EXvxE' /N OTER EA51>� T8A BE VACATED da , �PRcs 20' NEATER E4SEA6JUT / I all 0- \ N \ } L_ ZOW N PROPOSED R. . W._�.-r-- o 'DEDICATION 8 ' 20x25' SVN FASEIENT%/ D 2 Q .t' l 1741 mw �0.0' , , LOT 3 / R.O.W � . ' / LOT 82,910 SF 42,59 ON © ,'�'' LOT 2 83,921 SF o DEDICATION�LOT 1 / I UD girl, � � ; .ti 57,994 SF / PROPOSED R.O.W. / 3� DEDICATION a�0 g SOGN E4Sa4FNT-,, J- - I EAR ?war .51M tl t }'t 1 14Y SLOPE WAOM E91 1 iPROPOSED R.O.W. (a MD) '21`W Z [/T i _ 1 �' 't !• i i' t t l S !, 't ' �4 t i i + t } DEDICATION 't t \ ti 1�"';"`_Rfl1t-.._--.' t `i ', t 1 l � ` l •1 1 t ` s i 'Z l 1 l S Z t ` l 't, `1 -___ . : i -- 21,N' t 'i i ' � :t t } i } `,-i-t-_ ;'"' 4 � i (t A78'49'21'M' n / 4 • :� ' 1 + �} t i 't't �} t 194 N78' nrW 321. 11Y SLOPE & OROOM W. VA. SECONDARY R -- Im 1'V�) VARIABLE WIDTH ROW POSTED., SPEED LIMIT = 45 M.P.H. - ------ 9000 A. D.T. rl TM 86-A-103 Q TM 86-A-104 / TM 86-A-117A LEROY ORNDORFF CLARENCE AND NORMA LUCAS j TM S6-A-105 /J GREGORY A. BUTCHER TM 86-A-106 ZONED: RA IJ. ZONED: RA w' „u .:,. ,,;, USE: RESIDENTIAL t PAUL V. FUNK ; INST. #030019055 GREGORY A. BUTCHER TM 86-A-107 USE: VACANT / D.B. 720 PG. 563 ZONED: RA / INST. #030019055 ! STEVEN ALLEN STICKLEY / USE: RESIDENTIAL ONED: RA USE: RESIDENTIAL USE. RESSIDENTIAL ! D.B. ZONED: RAG. �2 /1 USE: RESIDENTIAL I d WARRIOR C.L. CURVE RADIUS LENGTH DELTA TAN CHD. BRNG CHORD i 450.01 110.36 14'03'03" 55.46 N14'09'07'E 110.08 450.00 206.33 26'16'14' 105.01 S20'15'43"W 204.53 1000.02 248.77 14,1511" 125.03 S4931'26'W 248.13 1511.30 1235.75 8'56'160 1118.12 S52'07'09"W 1235.51 .�RAPHICSCALE 50 25 0 50 100 IN FEET 1 Inch S 50 ft. SUBDIVISION SUMMARY PARCEL: EASTERLY PORTION OF P.I.N. 86-A-102 EX. LOT AREA 11.6348 ACRES RIGHT-OF-WAY DEDICATION 0.5880 ACRES LOTS PROPOSED 5 MINIMUM LOT AREA 35,912 S.F. PARCEL: WESTERLY PORTION OF P.I.N. 86-A-102 EX. LOT AREA 2.0801 ACRES RIGHT-OF-WAY DEDICATION 0.1372 ACRE LOTS PROPOSED 2 MINIMUM LOT AREA 42,593 S.F. CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT BEARING CHORD Cl 117.71 480.00 14'03'04" 59.15 N14'09'07"E 117.42 C2 192.57 420.00 26*16'14* 98.01 S20'15'42W 190.89 C3 241.30 970.00 14'15'12" 121.28 S40'31'25"W 240.68 V) 1- z 0 0 U v Z O_ z Z w w 4 Q N N N Q O � Y O Z J 0 Q z o w o N c� O c� o cn W V Y F, N Q F- in 0 4- > 6 o � 0 a LW U o Ld o .-- 0) oo�rn r� NN�`1Q � u? N I I CO I` o(0(.0 00 ti 0 V) do to V o ZL .cd O U �0L, r/] 0 0- ul m w ai td � co � I t� rn 0 +� O x m L]. 0 oa y N 0 N to C/] c` o O N 4 I O N OD CO r, co o `"o T U a� Z F-•t w 01 X L- CL Lt u, W 0 F- t o QZ �s Z Ld U LLJ 0 W W �► 8 O o. 0 o (A g 04 t o III r- N w w Q U = L O icf) QLij U N � Z 0 Y o Z CD w of w _ Lu 0 C) U tL �+ At, I A, - 4-0 Ump WEDGWO ILL m �"j ik a in. OWE MW vj *-4fj 4D NU&S- -E 10EA "�CAJM It . . . . . . . . . . . . . . S— i-: iL 29 MAR 4 J�v �X Vaak CK COIJ 4;� L r: 9 t #6 Lf PA PLA N"n AW GA 'o 4M Lu jbq� PAU IL -ago- ]ONEW WN UN pZ, 77 IMUM ON h, T i REMOVE CULVERT & DRIVEWAY. a 4+ Li Z J 8.33' Culvert Summary Storm Inlet Summary Culvert Inv. In Inv. Out L(ft) D(in.) SM Type Str. No. Inv. In Inv. Out Top Elv. Type Throat o 40 744.97 744.90 16 24 0.44 CPP 40 745.07 744.97 747.86 Dl-1 -- VARIES 6.0' w o 41 745.65 745.07 131 24 0.44 CPP 41 745.75 745.65 748.50 DI-3B 8 01 9 ¢ °- 0 42 746.00 745.75 57 18 0.44 CPP 42 -- 746.00 -- STD PIPE -- v, Z VA. ROUTE. 277 w °- 43 747.82 747.54 28 15 1.00 CPP 43 748.02 747.82 751.25 DI-3B 8 ¢ VARIES 5' SIDEWALK 44 749.01 748.02 100 15 1.00 RCP 44 749.21 749.01 752.89 DI-3B 8 Z 0 SAWCUT EDGE 45 747.82 747.54 45 15 1.00 CPP 45 -- 749.40 752.65 DI-1 -- PROVIDE TACKCOAT 46 746.27 746.10 34 15 0.50 RCP 46 -- 746.27 749.20 DI-3B 8 EX7Sn�yG 1%, NOTE ALL CPP IS TO BE GRUMPLER SMOOTNCORE OR EQUNALTENT. R44�cN� EX. EDGE OF _ . VDOT CG-6 PAVEMENT 1 112A' Sy 9.5A 5" BM 25.0 10" 21B WELL COMPACTED Sl/BGRADE EMEND 218 1 FT. BEYOND 840( OF CURB * * SIDEWALK TO BE CONSTRUCTED AS COMMERCIAL AREAS ARE BUILT VA. RTE. 277 WIDENING HATCH LEGEND RESURFACE ROAD NEW PA VEMEN T WALKING TRAIL/ BIKE PATH TO BE BOIL T BY DEVELOPER FOR CONTINUATION © c, SEE SHEET 4 OF 13 t o PROPOSED 10' PEDESTRIAN -... 1 Z ACCESS EASEMENT 50 --6 PVC;" W Zi X1 I /` r 35 @ 1.00' 1 r° SIGN EASEME f I RELOCATE TRAFFIC VAULTS TO ESA1T I.."_ .. ,� �� 1 1 i RELOCATE EX. ~ � } 1 BEHIND PROPOSED RIGHT-OF-WAY. POWER POLE 6 A 7.1'�G 1� 1 � 1' V.=74.�.17 I g� s�0 1RAFTIC .SIGNAL .? VL T I "� ; .CROP. �C, 1`� • P EASEMENT (- P ' t '� 4 2a'cG-1- i.. 1l RELOCATE EX6STING Q • -, s G ESMI. , I TRAFFIC LIGHT PO .a�.�IPL �. DRAi��A,�E E�� T II �i 33in Pi Y �[ Ii 1 5 � (PORTION VACATED) ATE IWfI(; VAULTS BEHIND SIGNA�GE .- . ,'ROPOSED CURB. �n a i ..n.� f INV Y,1= 742,14(q) j NV GOT=742,00 PROPOSED 1NV. IN=742.67 ' CORE DRILL NEW INVERT x t PROVIDE KOR-N-SEAL ADAPTER .' AI11IK7 RIU TO PROP_ F1 fV. -,- 748 71 1' PROPOSED d+ DRAINAGE 1/ 4" PLUG EASEMENT ar _-- W.--741. tf ,57'-4" PVC SDR =SMGGE ,' 21 0 2.009 STOP XIVWg BAR 4 1� `2W TA ti -- --If auuu MUM 3uarr, � 2' WIDE WHITE STRIPES `. SECTION & TRAIL ETAILS (SHT. 4) �•■ %, rt t. s� L) ti 1:.i ,t^ Uw ON 24 CEW7ERS 6: R8 T Pr, 910 g fX. STRIPE TO REMAIN � _ .... - -- - - - - - *� I 00 ' � - _ (TO 13E VACATED) �' Ln EXISTING PAVEMENT P STRIPING VA. SEC. ROUTE 277 �-�---�.�=�..��- 4 9 ' �_EX{S11NG PAVE :' FAI RF PNi ' A� STRIPING t1 !) I 235' EX. TURN LANE A r _ .D.T.= 9000 �- �.�.�..........._w�..w..�.,. ._..,._..�..-_...._.____�.._......_....,w.,....�__._,.._.__.__.._._.....__, gyp,,, ,.,...�_e..._....._ ____...__..1�.__. .._._. __..__,._ __....,__..�.�w_ E� __.__. <..1... .. - - 4.5x5' TRA F (] z f E - moff am T. 7aw 3 ADDRESSED AGENCY COMMENTS 2/07/05 2 REVISED ENTRANCE ON FAIRFAX PIKE 2/01 /0 1 ADDRESSED AGENCY COMMENTS 1/14/05 NO. DESCRIPTION DATE REVS'D REVW'D APRV'D DATE REVISION PROFESSIONAL SEAL Lj H OF zi Ronald A. Mislowsky, Jr, a CERTIFICATE NO. U 020674 REGISTERED PROFESSIONAL. =.4" ' WHITE DASHED STRIPE - -� - L- __,t_. _ ._.70' TAPER r.,. c itv"V, OUT 72, ,7 0)941 H/CSCWIF 30 15 0 30 60 1N FEET 1 inch = 30 ft. gilbert w. clifford & associates a division of Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 TITLE ROUTE 277 IMPROVEMENTS I L-- ERADICATE EX. STRIPLING == I--_YOtl'�=LEFT TURN LANE! } �� SWIPING TO BE VDOT TYPE 8 C1 THERMO PLASTIC ® POSSIBLE PEDESTAL SIGN LOCATION SIGN EASEMENT l 'j C42 �p 10' \-- 4" SOLD WHITE STRIPE I I i .04 450 FT SIGHT DIST. 0 450 FT SIGHT DIST. PROJECT PROPOSED INV. CORE DRILL NEI4 PROVIDE KOR-N ADJUST RIM TO i 2' `NOSE DOWN ;_�jfr. t- ;' ON CUR ... !NV 'A � ?',38 4 1 EX PRIVATE (U 2' WIDE WHITE STRIPS DOUBLE 4 YELLOW STRIPE MATCH D( HATCH IN ME014N) £X i_STRIPING (TO REMAIN) ---- ._.._.--_-___. ' 255' TAPER t _ (5' OFFSET X 45 MPH) „f t t SHERANDO TOWN CENTRE OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CTYNO SURVEY RAM PH RA D RAW N DATE JDS NOVEMBER 2004 CHECKED SCALE RAM 1 "=30' SHEET FILE NO. 3 OF 13 12536--2-0 MATCH LINE _ FOR C°Nr►NUArioN s 1 ! i ( ' OPE & DRAINAGE ESMT. LOT 7 I ( D.B. 887, PG. 900 ! ! _ (TO BE VACATED) 42,770 SF l f <1 EX. SAN. SEWER EASEMENT E I I PR SED 10' PEDESTRIAN ACCESS EASEMEI STRIPE FOR PEDESTRIAN f. 75 ° ,'S4 EX 15' SLOPE, MAINTENANCE & CROSSWALK C _.. W TER EASEMENT TBA (T BE VACATED)--1-6" PU. I TO 6" PLUG INV°=749.93 -.,� P 4 bt•7, ' s _ nwiM FLAT TOP MH RIM=753.20 3 G INY,. OUT---7 INV8 IN=749.15 " C S INV. IN=747. INV IN=749.15 1 6 INV .OUT=748.95 WATEREX. " G.V Ca EASEMENT ` 1 EX. OW 0 I 8" PVC S;t PVC SDR21 w R r 1-8' GATE VALVE f j-JT. PIPE j 1-8.0. ASSY 6" PLUG INV.=749.93 - LOT 6 42,593 SF • ' r fi I i m PROPOSED 10' PEDESTRIAN ACCESS EASEMENT Q 3 CN N f 1 IELOCATE TRAFFIC VAULTS TO ESMT: 3EHIND PROPOSED RIGHT-OF-WAY. TRAFFIC_ SIGNAL -_ VL T. EASEMENT ' 14' SLOPE & DRAINAGE ESMT. D.B 887, PG. 904 AO 4 (PORTION VACATED) An TRAF. C] MH --�� % A 'r -� ,,.,.,- SECTION & TR41L -L---2 JT WATE 1 72 WAGE ,� { ; r �SEMENT �-- t END; �- 207X25' SIGN EASEM 1 SECTION r EX; 8" PLUG AND BLOW -OFF ASS'Y. 1 TO' BE REMOVED 1 "8" TEE 1 2-8' GATE VALVES ' t* I t t r d 4 H 1 r � 4 SOLID YELLOW LOT 1 r LINE �TYPI�L) � 57 994 SF I + 1 1 r Ly j f IN, 1 1I d . } 1 ri / 4" DASH® +Id WHITE STRIPE i # f' r s (TYPICAL) + s 1 110 PROPOSED PVMI:' s ?i' , _ - .__ _._. _._.._� _ _ _ - _ . I STRIPING-° 50'-6" PVC: ,t 35 0 1.00i d r` SIGN EASEME ; =� RELOCATE EX. it r D %` POWER POLE �' 6" UG V=743.17 WARRIOR DRIVE STA. 0+00 TO STA. 5+00 3 ADDRESSED AGENCY COMMENTS 02/07/05 2 REVISED WATERLINE 2/01 /05 1 ADDRESSED AGENCY COMMENTS 1/14/05 NO. DESCRIPTION DATE REVS'D REVW'D APRV'D DATE REVISION PROFESSIONAL SEAL 1.T H OF ,E Ronald A. Mislowsky, Jr. O CERTIFICATE NO. 0 020674 ; REGISTERED PROFESSIONAL S / 'WITCH EXISTING CURB LINE AND GRADE i c1. c r r; Z / t 4 : s, Z!� Et ! r r YARD DRAIN, RIM=744.60 INV. IN=742.45 INV. OUT=742.20 ,REPLACE DI-1 TOP �I'01TH MANHOLE TOP CURB INLET RIM=745.15 INV IN = 741.05 ; r '7 ; DOG NOUS 6U OLE A INV. OUT=738.85'1 `'� i `L 1 WITH DI-3B, L=� 1� r URB INLET f f TOP= 745.83 " ° RIM= 74880 e -INV. OUT=7 4.85,E TAPPING' SLEEVE /VALVE BY FCSA ' 14H ASSEMBLY ACC,., " . SE7 3' MIN BEH�D CURB � ,�> '�' < / ./ RIM- 749.1 ' f r20 WA`r { !INV IN=7 / Ox00 x f1' ` INV. OU' / Zu PROPOSED '10' PEC / �i:PfFx 20' INGF HATCH LEGEND RIM=751.49 i A 'f D.B. f / R INV. IN= 742.24 o INV oUT=742. t 7 � 6 .' ,"�,1 p• RESURFACE ROAD D NEW PA VEMEN T \ a Q• SEYENT , LINE; WALKING TRAILI BIKE PATH4, TO BE BUILT BY DE1/ELOPER �' Q 47 - 2 5R f � T/C, ' w uf�..4PhW SO, ,ZE 30 15 0 30 60 & DRAT ESMT.. c '' B. 2, . 1741 ( IN FEET 4' DASHED VACATED l inch - 30 /t WHITE STR1#4 47.E ✓ r, (-tYPICAL) ! h 70 STRIPE FQR cuwd Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 737.11 737.00 22 30 0.50 CPP 2 737.91 737.31 134 30 0.45 CPP 3 738.51 738.11 58 24 0.69 CPP 4 739.62 738.71 154 24 0.59 CPP 5 739.98 739.62 60 24 0.60 CPP 6 740.87 740.18 114 24 0.60 CPP 7 743.02 742.87 31 24 0.49 CPP 8 742.72 742.32 80 24 0.50 CPP 9 743.07 742.82 29 24 X 18 0.84 RCEP 10 744.29 743.50 69 15 1.15 RCP 11 744.62 744.49 21 15 0.60 CAP 18 748.45 748.25 29 18 0.70 CPP 19 749.20 748.65 70 18 0.79 RCP 20 749.60 749.40 20 15 1.01 CPP 21 738.44 738.02 38 18 1.10 CPP 22 740.00 738.64 123 18 1.10 CPP 23 740.96 740.00 14 15 7.03 CPP 24 748.00 744.70 108 15 3.04 CPP 25 741.29 741.10 39 24 0.50 CPP 26 743.35 742.32 138 15 0.75 CPP 27 744.18 743.55 62 15 1.00 CPP 28 742.12 741.49 125 24 0.50 CPP 30 743.65 740.00 46 15 8.00 CPP 31 742.01 741.93 11 24 0.73 CPP 32 747.27 745.60 62 15 2.69 RCP %T%F. z 0 O EX STRIPE 70 H W pLLJ U7 r p W ti :�_ (n Storm Inlet Summary Str. No. Inv. In Inv. Out Top Elv. Type Throat 1 737.31 737.11 745.10 DI-2C 8 2 738.11 737.91 747.60 DI-28 8 3 738.71 738.51 747.65 DI-2B 8 4 739.62 739.62 -- TEE -- 5 740.181 739.98 747.00 DI-2C 6 6 742.87 740.87 746.50 DI-1 -- 7 -- 743.02 746.40 DI-38 6 8 742.82 742.72 748.15 DI-1 6 9 743.5D 743.07 749.65 DI-3C 8 10 744.49 744.29 749.75 DI-3B 10 11 -- 744.62 -- STUB -- 18 748.65 748.45 753.35 DI-3C 10 19 749.401 749.20 753.70 DI-3B 10 20 -- 749.60 -- STUB --- 21 738.64 738.44 743.50 DI-1 -- 22 -- 740.00 -- ES-1 -- 23 -- 740.96 745.35 DI-1 -- 24 -- 748.00 751.50 TEE WGR -- 25 741.49 741.29 746.50 DI-1 -- 26 743.55 743.35 750.50 DI-1 -- 27 -- 744.18 -- STUB -- 28 742.32 742.12 -- MH -- 29 743.02 743.02 745.83 DI-39 10 30 -- 743.65 748.50 TEE WGR -- 31 -- 742.01 -- EXT -- WARRIOR C.L. CURVE RADIUS LENGTH DELTA TAN CHD. BRNO. CHORD 1 450.01 110.36 14'03'03" 55•46 N14'09'O7"E 110.06 450.00 206.33 26'16'14' 10501 S20'15'43"W 204.53 1000.02 124877 14-1511 125°03 I S40'31'26W 1248.13 1511.30 235.75 8.5616' 1118.12 1 S52'07'09'W 123551 gilbert w. clifford & associates a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 r- \ i 60 2.0' 1.5" SM--125A -6'21-,6 WALKING/ BIKING TRAIL 2' 7' GUTTER `--BACK OF CURB �- FLOW LINE WALKING TRAIL -SECTION B (THROUGH ENTRANCE ROAD) 8' _ TAPER CURB TO GUTTER ELEVAIRON OVER 2 FT. WALKING TRAIL -SECTION A ' R GHT-OF-WAY 1 ' RIGHT -OF -WA . s' 1 12' 9 EX. EDGE OF PAVEMENT 0 2.0' PEDESTRIAN ACCESS EASEMENT - EX. PROP. R/W R/W G / _ w -g rvt, JUK / * MATCH EXISTING CROSS SLOPE AGGREGATE LAYERS «r' - ' 35 0 2.009 ' &' 21-8 -tJ ;1 ` (TAP BY FCSA) " TO EXTEND i BEYOND BACK OF CURB. $ 3 ' 1.5 S�/-12.5A ak ak TRAIL TO BE CONSTRUCTED AS COMMERCIAL AREAS ARE BUILT 4" PLUG I 5" BM-25 0 INV.=746.55 # STA 0+00 TO STA 6+00 THE FINAL SURFACE MIX ON WARRIOR .3 I , 10" 21-8 DRIVE IS TO COVER THE EN71RE ROADWAY TO PREVENT MArcH �iN RRE HYD. ASSEMBLY "PATCHING" AND TO PROVIDE A SMOOTH RIDING SURFACE E -- RELOCATE TO GRASS STA 6+00 TQ STA 12+00 WDENING RIGHT SIDE ONLY. PROVIDE FOR CON77 1 BEHIND CURB SAWCUT EDGE, MILL 6xl 112" JOINT AND PROVIDE TACK COAT NUATION SEE r WARRIOR DRIVE HAS WARRIOR DRIVE - 25 MPH N 19,000 TPD ET STA. 5+00 TO STA. 12+00 St® o+oo to sto s+ooKM TITLE WARRIOR DRIVE IMPROVEMENTS PROJECT SHER4AND0 TOWN CENTRE OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 11 -1.5" SM-125A 5" BM-25.0 10" 21-8 co CG-6/7 ___t' FLOW LINE 10' HIK6R,,f IKER IRA! COWNECT TO EXtS IRA# AT STA 9+50 15' W125A' 6' 21-8 UITN DESIGN SURVEY RAM PHRA DRAWN DATE JDS NOVEMBER 2004 CHECKED SCALE RAM s 1 » 30 SHEET FILE NO. 4 OF 13 12536-2--0 MtiR FREDERICK COUNTY PLANNING & DEVELOPMENT HATCH LEGEND NOTES• SITE DEVELOPMENT SUMMARY Cwvwt s'1ffwy 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY N IH THE Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type REQUIREMENTS OF THE FREDERICK COMITY ZONING ORDINANCE. TOTAL LOT AREA - --- • --. • - • - •------- • -- --- • --- •-13.7149 ACRES 1 737.11 737.00 22 30 0.50 CPP RESURFACE ROAD 2. ALL L1 I NG IS TO BE CONTROLLED TO PRE111:JIT OFF -SITE GLARE. LOT 5 AREA _............................... 209,035 SF OR 4.80 ACRES 2 737.91 737.31 134 30 0.45 CPP 3. ALL REQURED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM ElC4Fl80R LRMIM, AND 50X OF TrX ENTRANCI 3 SHALL BE ACCESS�.E. ZONING------------------------------------------------B-2 3 738.51 738.11 58 24 0.69 CPP ,7YARD DRAIN :% ,7 NEW 4.NO STEP SLOPE, MIETI_ANDS, WOODLAND OR OTHER ENVIRONMENTAL MIN. SETBACKS REQUIRED. 4 739.62 738.71 154 24 0.59 CPP PAVEMENT FEATURES EXIST. RIM=744.60 ti,� FRONT...------.•-•-••••-•-•-•-•-•--•--•--•-----•---35' ON WARRIOR ROAD 5 739.98 739.62 60 24 0.60 CPP Q `., 5. ALL FIRE LANES TO BE HARKED AND POSTED PER FREDOW COUNTY FIRE SIDE----•-•-•-•--•-----------•--------•-----------0' �► INV. IN=742.45 �- :::: 6 740.87 740.18 114 24 0.60 CPP INV _ / WALKING TRAIL BIKE PATH ►IARSHAtI REQUIREMENTS, REAR ----------------------------------------------- 0* �.;. . OUT-742.20 7 743.02 742.87 31 24 0.49 CPP `'REPLACE DI -1 TOP `� • TO BE BUILT BY DEVELOPER 6. ALL UTILITIES TO PUCm UNDERGROUND RETAIL FLOOR �-----------------•--.--•--_----•--- 296,40 SO, FT, 8 742.72 742.32 80 24 0.50 CPP W ITH MANHOLE TOP �( , �v f 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES WAY NOT HAVE (ASS SLOPES CURB INLET., OF MORE THAN 1:50. THE ACCESSiBlE ROUTE SLOPE CST EXCEED OFFICE FLOOR .. 4,L30O SQ. Fr.9 743.07 742.82 29 24 X 18 0.84 RCEP a SIDEWALK RESTAURANT FLOOR AREA - 5,080 SQ. FT ... tl) Z RIM=745.15 j� _ B.HANDICAIM ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 INV. !N=741.05 i,i 4 ,o i 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM TOTAL BUILDING AREA -•------•---------•---••-••-•------- 39,520 SO. FT. 10 744.29 743.50 69 15 1.15 RCP DOC HOUS'.OLE ,�'�' tlN6 MA>L �� tff1GHT= MAXI ARFrJA= 150 11 744.62 744.49 21 15 0.60 CPP Q INV. OUT=738.85! `� r C T -- � WITH DI-3B, L= __. 1 '' -�. ' ` � NL��..............•----•-------._...---------•---------- 0.49 Z - FAR 12 739.60 738.50 100 24 1.10 CPP -� = }TOP= 745.83 10. FRIANE MARKING SHALL BE HMO AT ALL FIRE HYDRANT AND 1HE F.D.G. BUILDING HEIGHT --------••----•-------•------------------- 24' 1 / � RB 113 740.70 739.80 95 24 0.95 CPP l ,,I / �-- M= 74$. 80 THE STRIPING CIS PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF PARKING �� RCP U = 4 r -6" TAPPING SLEEVERETAIL INV. Gi T-7 .851 THE FLRE MARSHALL 14 742.50 740.90 160 24 1.00 CPP VALVE BY FCSA 11. BUI.DtNGS SHALL COMPLY WITH THE MRGINIA UNIFORM STATES BUILDING SPACES ..................................._ 148 (1 SPACE/200 SQ. FT.) 15 744.50 742.70 99 18 1.81 CPP CODE AND THE INTERNATIONAL BUDDING CODE/2000. OTHER CODE THAT OFFICE SPANS 19 (1 SPACE/250 SOXF.) �� O RESTAURANT SPACES---•-----------------•-----•-------- 51 1 SPACE/100 SQ.FT.) 16 746.40 744.70 124 18 1.37 CPP k` g � %� 1-FH ASSEA�IBLY C� ' � � / T APPLES IS IBC/ ANSI A117.1-98 ACCESSIBLE do USABLE BUNGS AND ( SET 3' M1N BEHIy CURB �` � , " 7 / `RIM=749.17 `� FACILITIES. K`J- .. : al I� W IC f\ FI: I . „d'F / 17 747.20 746.60 50 18 1.19 CPP F ' 0 20' WA i INV. IN=739.54 �. ;��..r-;-L�II � .: -I� , •:I-; L. n ;- II I F. �.��d: <- E, .; E- TOTAL PARNQNG SPIES REQUIRED ......................... 218 SPACES 18 748.45 748.25 29 18 0.70 CPP / 0 w, IN V. OUT-739.37 STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE 19 749.20 748.65 70 18 0.79 RCP v SEALED BY A NRGINIA LICENSED DESIGN PERSON. TOTAL STANDARD SPACES PROMBED------•-------------•--- 224 t, �O 20 749.60 749.40 20 15 1.01 CPP / °� ' w T 12. LOCATION OF FIRE BARRIERS BEiYYD USES OR FIRE SUPPRESSION SYSTEM HANDK;AP SPACES REQUIRED --------------------------- 7 �- 1 21 738.44 738.02 38 18 1.10 CPP �j OONNEC110N IS REQl11RRED. NOTE: DX; ALLOWS A MAX. AREA OF 5,000 SQ. FT. TOTAL HANDICAP SPACES PR9VD>EB........................ 7 PROPOSED ' 1 D PEDESTRIAN ACCESS EASEMENT `� ��y, A -USE RESTAURANT AND A MAX. 12,000 ON OTHER USE AREAS N1IHOUT FIRE TOTAL PAWM SPACES PROVIDED • - • - - - - - - - - • - - - - - • - - - - . - - 231 22 740.00 738.64 123 18 1.10 CPP SUPPRESSION SYSTEMS FRONDED THE HEIGHT AND AREA LIMITATION FOR TYPE RE LOADING SPACE 23 740.96 740.00 14 15 7.03 CPP / ES QU O --- 4 (1 SPACE/10,0D0 SO. Fr. FLOOR AREA) „� 0 INGRLSS EGRESS ESMT. !0. OF CONSTMTION IS MET UNDER TABLE 503. RIM=751.49 -'=' / A� / �O _-----•----•--------------•--- 5 -,5 D.B. 936, PG, 1328 4 11 pl , L� �� 24 748.00 744.70 108 15 3.04 CPP INV. IN=742.24 /� �` 1 , R f �, \, i \ 25 741.29 741.10 39 24 0.50 CPP INV. OUT=742.17 "(' 26 743.35 742.32 138 15 0.75 CPP �� S ti �• % 40 27 744.18 743.55 62 15 1.00 CPP 1y0 �7 � � � , �`�, 28 742.12 741.49 125 24 0.50 CPP � PROP, p1�aGE ---_ �_ F r i J �` v Q� "J r\ \/ 30 743.65 740.00 46 15 8.00 CPP 5qS Nr oo 19 Sbam Wd &mnwy Str. No. Inv. In Inv. Out Top Elv. Type Throat � �G N A 1 737.31 737.11 745.10 DI-2C 8 cf) A 2 738.11 737.91 747.60 DI-2B 8 -J k o J 3 z o z o 3 738.71 738.51 747.65 DI-29 8 Q O p O W d w- O W Ld W 4 739.62 739.62 -- TEE -- = +- o 1w U d 6- o w o w 5 740.18 739.98 747.00 DI-2C 6 � 6 v U a 6 742.87 740.87 74-6.50 DI-1 -- 0 ��ti 0 7 -- 743.02 746.40 DI-3B 6 a ° w w o 0 8 742.82 742.72 748.15 DI-1 6 9 743.50 743.07 749.65 DI-3C 8 10 744.49 744.29 749.75 DI-38 10 o 0Mrn N 11 -- 744.62 -- STUB -- -) N N O I I NLn 12 739.80 739.60 744.80 DI-1 -- � co U � �:�cc�oc(DD 13 740.90 740.70 746.20 DI-1 •� 0 0 14 742.70 742.50 749.00 DI-1 15 744.70 744.50 750.50 DI-1 -- 4j U) w 16 746.60 746.40 753.90 DI-38 6 'C) 8 5- o 17 -- 747.20 -- ES-1 -- V1 I 60 ° � °_ 18 748.65 748.45 753.35 DI-3C 10 cd 19 749.40 749.20 753.70 DI-3B 10 20 -- 749.60 -- STUB -- 21 738.64 738.44 743M DI-1 -- r +, � 22 -- 740.00 -- ES-1 23 -- 740.96 745.35 DI-1 -- . 24 -- 748.00 751.50 TEE WGR -- o 25 741.49 741.29 746.50 DI-1 -- cd 26 743.55 743.35 750.50 DI-1 -- q4.4 I '-' 27 -- 744.18 -- STUB -- PE001 s~ -+-j x 28 742.32 742.12 -- MH -- 0 ro m 29 743.02 743.02 745.83 DI-3B 10 . Q' o 0 30 -- 743.65 748.50 TEE WGR -- 0 N LO U1 00�0 *06 O U 9, l N VJ �i a) A J. I ALIAFERR0 l b �' S Q `V �9 TRIG' QENERATION ''� °� 18120 r // o �\,, F+� ` iti�c -. , .. 'i \/� ', \ � o �vo / /�\�` <OT rrF, "EDITION ESTIMATES w . TINS SRE AT RILL DEVELGPMENT W o E / / / SLO DRAINAGE ESMT. 7 '9S,o �T F \� VNOULD GENERATE 1272 T.P.D. 'n / B. 7 2, PG.' 1741 /j / BE VACATED `;.. \ �l ,� ,� , J� \ USE GODE: 820 / Q> r> h f .� �J L 20 DRAINAGE ESMT. ( /f •y► \_ _ _ _% D.B. 762 PG. 1741 N N, 01 F�3P� S� N �-.-.S78 49 20 E �' ,. - -- 1 190 �ti LOT 5 'Y R / I S1 N BAR �' TF s ��/4,c o� / v 2�?9 ,0 _��y ,j �. c �` `'`- ` -° 25' INACTIVE BUFFER / Y r ,, ��0,s/��''fi 209,035 SF• R \ __T - _ _._..._.... r _. - _ / f _.._� aka N tii y , 'R�� s�QOo I �� 25' ACTIVE BUFFER / SIGN MT. C A.7 a _ .�_�; - 2 / PRC'POS,6 4.68 / IN .OUT 744.5 EASE REArr 35'6 Spq 0� 1245 LOADING SPACE I2 5 LOADING SPACE 1245 LOADING SPACE 12x45 LOADING SPACE CLEANOUT '-- �� , s- INV.=736.50 �D PIPE l o S S TYPICAL LIGHT FIXTURE s?� / DUNPSTER PAD 6" LATERAL 2.007. / / g 25' o y 5.50' 3S l / 8 ADJUST RIM TO I I l l r PROP. WALKWAY ELEI! FF= 75 0.5 0 19,200 SF I RIM=745.O ar / v INV.IN=735.05 I �► s. FF 749. 00 b FF= 74 7.50 N INv.ovr-734.ss PR p s R3S 1 / /l CONC CAP AT STM do SIN. ,:: POLE MOUNTED HANDICAP C I CON F S INTERSECIIDN "' / PARKING SIGNS INSTALLED WALL MOUNTED HANDICAP QQ r--20'-4" PVC SDR PER VIRGINIA STATE CODE , PARKING SIGNS INSTALLED -FLUME l , I END SECTION / Z / 35 02.007. - SECTION 36-99.11. rttr VIKUNIA Slant t;UUt - INVIUU1- HIM=739.12 3 a (TAP BY FCSA) ., (TWO REQUIRED) �Q f 2 WATER SECTION 36-99.11. 744.00 / INV. IN= 733.37 1 O 4" PLUG 1-FH ASSEMBLY 1 METER -°- +, . (TWO REQUIRED) i l INV. OUT--733.24 / _ , . • . , . s.. , t... ,� w s- UM PAD / PROPOSED INV- I = NV 746.55 ,. „ .. t. . SET 3 BEHIND w:. c; - ?' �z.. 2" WATER N 733.74 -- METER l J CORE DRILL NEW INVERT . FIRE HYD. ASSEMBLY CURB 30 - AS - 1 FH SEM ,, / � PROVIDE KOR-N SEAL ADAPTER '� LY 3 / ADJUST RIM TO PROP. RELOCATE TO GRASS STRIP. /� a g, Q � SET 3 8 AND <c/ ELEV. ' BEHIND CURB LOT 4 As P L L 45 AC z 5 1 � s ,� TY . t`�• � CURB j 35,912 SF ti �`� -`� i- y so' BEND :ITY TrP. � cf Z U Q � 0.00' � H, � 1 l ' 10' SLOPE & DRAINAGE ESMT. to 16.93 10.00' D.B. 887, PG. 900 - h 1 (70 BE VACATED) I 1 EX. SAN. SEWER f N EASEMENT NJ SF ACES 30 3000'C14�Q I PROPOSED 10' PEDESTRIAN ACCESS EASEMENT ICI LI HT i RE ' 20' A D S D E S �D EX. 15 SLOPE, MAINTENANCE & I > 200 ENT G 3 12 �� WATER EASEMENT TBA " .5�, �, I ' >�,, c�� `L4 I ' (T0 BE VACATED) 1-6 PLUG � � � 1-8 22 1 2 BEND � � `� • I i 4 - - __ / , _ _ ___ -_ -- ___ ti t2.00 V STOP - SIGN AND BAR �� - � � � � P 4 a1.y N3W 8w 1` - 8w $W 1 8 x6 �� g 8w w .. gg + " 8 PVC SIDR2 f -WAR MAIN / •a• 2 M. 6 PVC SDR2 �' 2 R / l= 20 WATER ! _ _._. ____. , ' EASEMENT' 2 � . 1,00 M 755.57 ADJUST R/M T PRO . E EV. WATER MAIN .� =--- - - 7.5 3 INV. OUT= o `� � : ` /. S 747.12 ti 9 -� .- _ 1 INV.IN-747.32 ....... ,. w P. 4 f-'° it 1-8 x6 CRO� � .._.. _..,, 9 � S ..... � ..� ..,........�. � , �=6' GATE VALVES ...... _...... ..._ ........_ .._ V. 0 v- WHEEL STOPS REQUIRED` * ,- C23 S Y g" PVC SDR21 W MAtN R21 W � 9 �'j WHEEL STOPS REQUIRED � �� / _ 30' 5 - - L 1-6" PLUG 1-8 X6" TEE `WHEEL STOPS PROVIDED AS A TEMPORARY MEASURE UNTIL / r 1 -8" TAPPING C 1 I 1-6" GATE VALVE DEVELOPMENT OF ADJOINING PROPERTIES, SLEEVE & VALVE 'I rf 2 JTS 6 (/�.' PVC SOR21 k / � a BY FCS4 INpGE WATER MAIN / C19 PROP. DRAIN ___ _ - 30 2-8" -45' BENDS 1-6 PLUG / �C 8 f EAS ;I 1 r GRAPH/CSC.4LE l 30 15 0 30 60 / 1r =' END 20'X25' SIGN EASEMENT 4 SECTION IN FEET > l 1 ' I 1 inch - .30 ft. / " } 1�lID PROPOSED On & GUFIER - ---------------•--•----- PROPOSED CURB a REVERSE MW - ----------------- PROPOSED SIMMO PAVED AREA (8' 218/4" SM N - - - - - - - - PROPOSED CONCRETE AREA ---------------------------- PROPOSED GRASS AREA ---------------------------- L� PROPOSED EASEMENE AREA --•--•----------•----------- e ZONW DOIADW----------------------------------- 2 V Ulm PEDESUts-------------------•--•------------ 0 EXAM STORM DRIVW 3 STRUCW ----------------- PROPOSED STORM DRA AGE 11 STRUCTURE ----------------- PROPOSED MILER MAIN ................................ ---•awF------ EXbTNG MN1EfR wM-------•------------------------- PROPOSED FM MDW ------------ •--------•""---- � PROPOSED GATE VALVE & BOX ........................... - 04 wi 03 MIG SAN. SEVER W MVAF-------------------- _.__.._. __..._::. •, PROPOSED S'AN. SETMER AND Mk4W-------------------- --- PROPOSED tMDERGROUIID ELET,M SERVICE - - - - - - - - - - - - - - UGF ►-- PROPO ED UMDERGROIMD TEIEP" SERVCE-----------•-- ---;TELL -- PROPOSED GAS SEI MICE ----------------•-------------- --iM! --- w J f- W O Z 9z Zc)LLJ _ �8 Q J W Y o U =Z o ca S 0 off U w c 0 Of to o Z N O � W M O m x Co o U Z > w � w 8 w _1 to U U f D Q 0 U V) w = V) w a w ¢ © U V)LLI o p 0 z� p Q 0 a a U N Z 0 < LLJ 0 m Z w Ir w J_- w� -�N 0 0 0 Li, V- 4 ;f I 000NTY --==_=�DD PIA ENT \ 1 / rM=j4 17 �' / / / v _ t\ \` ' 1` / a G N I A lNV OUT 7537 / c}� // ~ ' - - - \ `�-- q `• / w \� r Q awv mow --�, `_ 146 _ / Zr^ � r a FC wOw / �� Lwi_ 6 o w �a _ 20' INGR GRESS ESMT. / _it RIM=751.4� � / I / ''. � � / � c _ / \ INV. VUT=7.'2 i D.B. 936. 1328 / C� / / / r M 0 �N o ' _ / ' 00 INV. OUT=742�7 � / \ / / � / � O�WO0 ' �t� n'� / cli \\\ 11 I �'i�i-86— 102C / ii /�'r' \\��` ` ` \;� \\�. /' /_ / O /'/ //'' INV. I T- 7373 Z .. N r m RII�l9 J-..}4'- / , i / � /' ri'/ ' i ` `` \�� ^\� � / Q`V �/� Q/ ,,/ � � � o co co \ t ARD L AND LTNDA._,L_TALIAFERRO , Cp !� g _ G P ~ a INST. 010018120 / / `i ,\ v, �j.i C�" m �'0 0 # %/ice r / � 1 � � .� �� G ZONED: B2 ' ' �/ ` ` ' ti LCT a� / �� \� -\ �M -' •+�i a�i t / USE: OFFICE / -'� o' SLOPE at<� ESMT + ' - c► // _ _ �, W X D.B. 7�' PG. 1741 1 1 `\ \\\� \�\ O' G \ /� \\\ /' \ �q� r�'J/ Q3 .� v ur z Q l r 1 ``%5 `� T ` - J • �\ ' \ / „ ,� U chi V O li V \ Vl Q !,/ If7 C iD lf� \\ \1 \// �rr -�' i �* �.`, /� �' � _____ _ � � � \'l, � \`,. j \ 20" DRAW� ESMT. \ r r D.B. 762, PG. 1741 a (] \ _ r i► r ` O cc i_4 \ \ \ / / GWP \ �!i i' '4 co x mmmmmm IR ------------- r ,L, Q) a m tV=753.9 ------------O N IN=7 4.68 , r `. --�� z-- ♦ �� _ 10 \ \ INV. OUT•� ` •� v `- ----- f r SEDIMENT BASIN C N0 _1 r \`1 !' , -------- �T FLrER f! �,- O I p o, I n / � \\ �5 ♦ I /' �' rr DA-5.5 / ac, Il 1 Ir r \\�, '' / r� (� o CA Cj �co 00 M ---_- \\ ♦ , ; ; ' '� ; r' \\\ \\� DES N, Nj f - I ta'� �, co a4 o,,-,� / r r ♦ � ----/ ,/` ♦ / ! PO / EDIME4,T �. Q ¢ '' o r ' � m \jrr ` i / 40 v SEDO ZIT lER TO BE W '0n a)a 011E IS 2 /V ki STABUZED. 1 ♦ r 43 J� 74 RIM=739.12 Z wv / i r �, i \, 2`----\ __�' f �\ INV. IN=733.37 ♦ INV. OUT- 10' SLOPE dt DRAINAGE ESMT. `t `/ '' •��\ a �''-' \� pi`i r j D.B. 887, PG. 900 l ♦ 0c)\ t \ \ ' t Lu Z Wtn0 ir ( r I _ SEDI►IENT Fq.;fER 1 ♦ j N SEDIMENT � TRAP B � T�>170BE ; ♦ ��_, *IEN/91E IS STABULED. i _ 75 ttt I` j SUGGESTED SO DETENTIQ�V ' 111 / POND/'DIM; N STOCKPILE AREA ,�' /' TRAP 8 ' r r rn r 0 Fr. UTILITY ESM!r DR 762 PG. 1741 law" Elm STORM DRANAG'E ✓k SIRDC111RE - - - - - - - PROPOSED STORM WAM 3 S'IRUCTWE - - - .. - - PROPOSED0A&WU=------------ DRANM;ERX------------------ E)OSi91G GRADE- ---------------- - PROPOSED, EASEMENT AREA - - - - - - - - - - - - PROPOSED SILT FENCE - - - - - - - - - - - - - - SF SF— ODNSTRU(" m EHTRAa - - -- - - - -- - - -- CE 4gg PROPOSEDI DIVERSION DICE - - - - - - - - - - - - -- w w. NET PRDIE'C71ON .......... 0IP p WITS OFDERFMCE-------------- NEIIIIIIIIIIIIIIISM OD DRAINAGE DIVES - - - - - - - - - - - - - - - -- ■ •• •� •� •• •• ■ \ r r _ _ _ �\ ' yl\, ♦ TRAP OR BASIN NAME TRAP A TRAP B BASIN C TRAP D ��r��w�r��r� � 1 PRE -DEVELOPMENT DRAINAGE AREA (ac) 1.78 2.43 5.57 1.04 4 to POST -DEVELOPMENT DRAINAGE AREA (ac) 1.78 2.43 5.57 1.04 1 DRY SEDIMENT VOLUME REQUIRED (CY) 119 163 373 70 to / -♦--- WET SEDIMENT VOLUME REQUIRED (CY) 119 163 373 70 �'' I 1` SEDIMENT TRAP A w �, ' ♦ WET SEDIMENT VOLUME PROVIDED C 346 222 1016 70 I f . -- i I ♦ i ,`1 D A = 1 , / 8 a c , -- / ,♦ s ♦ DRY SEDIMENT VOLUME PROVIDED (CY) 260 200 919 70 1 I r r f 1• ; F♦A=748.79 _ V IN= 736.36 I 1 r �ilr 1 r + EXIST SAN. SEWER MN 4'V. OUT=736.21 f fad � t / R1M=752.39 � � � fool r . / INV. IN=742.14(o ' �, \� FUR I 41 r r`` ♦ f i /' z INV. IN=742.04(b) T JG//1 1 F ICIf / 1 W !� i✓ , , i WV. OUT=742.00 , � f r i ; / ♦ \ r .. ,% - EDIMENT. TRAP D, 3I ; RISER OC. FILTER FABRIC�0' BRL.DA= 4 4 Q DETEN ,' T —i` ----- _____—__ ♦ �w �'o i ♦ �D TION � ` ` _- --- � r _` _" -� ,� -�/-.� � cRAvsi. POND/SEDIMEN,�' a r , r TRAP A sEaMENr FILTER Q GJ SLOPE DRAINAGE 90D4 I '' ' i 746 �. �, / �. �, 7 � A O REL SEDi11ET1T FILTER TO BE r 2 ------------ .,;, »H7188:y; CAPPED, PERFORATED DRAIN TUBII+IG Gas _ - - ° '' ` - -- _ 0' SANITARY SEWER ESMT. \�; - —�---- —` y___.___ -L - r V. IN=738.47 m' b filter fd�ric on a placr+g 6-12 ind►es of gro►�t< on top of the filter Wit _ B. 791Pc. 8zz_ _---------- OUT=7 8.38 P ed drr; in tubing perforotar � lad on the PW and tempa'Wy grouted into the wft ` • - � _ -- �s---ems / end of the ftbbg or pipe is c"W and the tubing or pipe is cowed rfth 12-18 ind►es of grovel _ _ _ _- - _ ��,___��5 S of-gr+o�el is not-aioaf i�igRedy_ in finer fabric but neers 7, and 18 are recommended ` 10' SLOPE do DRAINAGE ESMT. `.\ ��, \ \ \`_� •• •• •• •• •• '�7" "�' '� �' •• •• �'• �' •• •• •• •• ��•• •• .. �..... ice, j,1� �„ ...� .... �. ;.�, The filter fabric is then fddbd aaund the gr W so that water must w r For &dwp areas is up to 5 aaes , a 20-foot kngth of tubkg or pipe is remwoded 0 0/.. � .........1...... "' •• ••••••..\' �,... �, FAIRFAX PIKE � �D�RIVEWAY� — — — � �.� R/W VARIES �b �Ili�_�___i�� RIM= 752.30_ / �i N- NV W-743.02 — 7 — — _ Z Z O Q O � W J O w Z Q O CL J F H W V � OF- its a as Z L.LJ 0 �w U Z Lv W el QL = Z I V) 3:: F- F U w O 12 O O Z N O O - s Q W > 0 W m .— Z > � p _j O pF n vi inZ V) czn a W zz O O N N z z o 0 � C)Z W = J Z C) 0 U 1, c. `'v � � Jc �2�, �� o cz=- cc- '�= u._, - �.� `�. � _ � ``' a _._.. _. _- t -___ _ _ _- - - _ ____ _ __-_. . _.__-- - _.. - ___._ _.-_ _._ T ._ _ _ _._.- -_. 1, , I 1. " 1. ,.,.-�.-.. , - 7, 8nV.-"1-Qf-1-L/,, I /17" .I , �� ' y1-/ I , I I,N/ \, l� I wr1. -"--�--,x�I,i,� -,/+ '--11-/" -I ../ ,, ,% I" i, "- " . ;1�-1I-, 1wI1 ,- i ' 1 / /-`., , ...3% -'I✓,,I�1---�. - i/ / , I " ,� -, / I, ll I I I/I/k ' // ,V li�01-3u7 I / 1-IF I 1N a� / I - /, ,. I , " I -- I1I . - , , I 0FVf))II/ / I� � I -, ) / I / " �I^/ .vi m,/ / - / '1N /" / ,�< I)'-6- � / -\ < 3 I' -I /I rOP= 745.83' I -11-q � 1 "l1kI --� -- ------�-'-, -, �- ,1 , , -" I -/r--,',f-I. I - ,I , �,e / J:r11k,"- . �� 1�-- ,/� � -/ , -'--1 , , ---, --t,. , >�1 a ,, - i ;--z -o/ i "/ , /, I " t4 V /�K ,-I , / .� ,, ,�- -, I, 11, I n- :::::nv_22N"-) L-I, AA wW,if LLJLJ I , �) -C�/ 1� / , -,, / -�11 J1�" ,p,,.,-,-- 1- 2 ,� g� ' ") id.�,---,r- -I 1I , <-,"I1"I.J, �j, 1� < ". ( m,' "' A- � �II /. `�,�---" /41I ",N", `?. ' 1 Z��/f,,46v " A , //, I',- 1";/I� / ,,�, d •,, �!---- I -5WZ- . III' ' - N I I. i- ,-\ I---'\v , , '11 "i- ","� n : : I \ 1 , - , , .1, - > - Lo, ) - i I \ Y�� I f ,11 \,,, / // I (" ---, /I "-< o 2_)0wW -_ ... �, �1ff-.;.I1'/ r �11 /,*",/ \N� ,,'\I1,-) z , t-w61 61 ) " / / %,-11-1--,7l -, -fl , - (Ln �\ I1 , i, 1 / .�-1 .1I0��"I 11I I '�,,,11�. — , 11 -Z/ ,�,\ ", ,, ,11 <�, I -'-�, �, 1-- <-0 O-6 � / -11 ,//,11 1-,/l�,,7 "11 ;111. - c,"-i" I., , / I 11�1,-�'- , "11 "k k --,-:/�7 \ \ l" --// I/ -/ l,1-1� , / -, I - 11-I /-4 . w '/ i ��, M= R •-O, r,, / I X f �,-< $1 'k k� � f, / 0 C,i �, vf;,, `'-"�I "/.. �0" 1 , /-�I ;�,I � x , �> \ /- \"/z/ ,,�, -`\ ,-, x5/ .� :-" I� % , 1 YZ I'I ; ,, 1,�-"/-,-0I ,\ ///, , - � 11— z3:)�f N" "%Y4v .1111, '--,,-,'Y I � �/4,0W i/�I/ , % �1.I 1"i 54, , -,-1/ � /I , � ,I1/ &, I k % N \ %� t ,,/ ", c_.00 I -/I0I / / -%"II V..xT/jg,4- � /, W/ 11. ", '/\ 1-1 ,INI I�If & - :�%7- -11 .-," ,� \ \ ,1lvI/ \ �-I " � "/, �p � /I IIvru- ',,, 1,/ �,�1% 1". IIN\, "\ \ �— � 1// : "',� ��// "'A / 1\, II"�) �/ � , "x t �-,,--1--7.,,1 / \ 1, - . / II 1 /I 5? /(A"-/' / 4- / .1 -- /., A ," ,N / -/ ,.-T / N,1,�/ , "/ 1// ,I-1/ O' ,"\ �I -�--, - ". I ','�*-( -/ , ,,,% '--,,,1,,� ,N "", 11� �11"'�" , ---,i -,--,�,'118 , / I 1 ,, .-1 - 1�/-.1 , " I ,1 � I ---t-- --',a--,p o), * /, I PROP9SED".1V PEDESTRIAN A , -- - / NI i/) / / t ; 1 \ i�, .k -- 450E� " \ / // A / ,/CCESS EASEMFNT1-/t. 1, / /�, � \ 4WN- , � � " - '/ V/ I / . , /-N:-``�A-,� I, I �A..",.. �----1- 1% k 1-- t>1 C0 \ I / 41//� -x/ -1-•) I'I, V -,, ��" -,\ /Z, /'-,, r.'" , —� � �1Ikt-� 1j C1 1� 11 ,?'"IV, ' ' I "67%- / / -,"II," � :,:il , , 1-r'- u�2- 1 - 7-,"� ,•,,-11•IQN`I tS$ EGRESS EsmT. / // ,, / .. ;I ,11',Yx 1,"11,5r / I.,-�\ � ,ii � I '� \ j` 1 - 40 N a to �"N 7\'----', , I -�W-.-, — ;WI "'"-' �-?4/ ", '.�-, \ \ 4w I cW UJ �f=42 AI-4I N% "�I�I -, D.B. 936, PG. I ry0>,/ -/ kF-�VI / "\, ,"/e/ ,,Pl-. i /�\� kv :" 6"- --.,v V`nr-I., II ,-7 / :-. , - 1 I,- /l ." I L .II ,I-- , .,-,...-,�'/, I / "1Y -" " " ,�l .I -iItt / �I \A- - ,-� . -f * I I -,dCQwOaD CD' - v4qi w0 .I -- (0L L0 /$I / -m`` , ,;,,..�1"I,. I VZ-Iz ".�/I/ , " I "N / '. '"4/, I `1 (NV0", 11-1,, I -J. �- ,,;'i74-* '-k 11 ,- ` ,�NX, i- I� / "% TX, -.,- "I "<4N, - /10%I Q) :� / v/ ... " � -�O � /..<"' Il //, '-1\/ r 1� "I 1 �, ', /// � r --..`1 11---"/�1 , C,�A"?�,Wk P4-) 4-) Z w�__ / K, ..,:.-, - 1, "-511 1�l / N-1 / ,/" �,,j -- 1 ,- , , \, �11 k o �''- -ok \ , ,II I ,I ; 1 0cd CcIo .4jd-j ,6a (U) Z< _1,, # / , "#/ 1 /",- p,;"-"" ',-,,, I" - - ----- N4AvjL, / '�111. . , "-../;1-�,/ --:�")- -� /,A.7Y- 1',--° ,� I/0 a 6 = - \', , 1- /-� -, , ,f?/ / , ��1 !� "Dip m \- \/ I 1N, �N,1'-"-,- ' - �11-% , �, // :3: f � 1I/ 1 "�-, �,1/ I " ,\, N �I I - I , 1 1f , Z,I �J \," I / i \ 00)a:�X/ T A (.) -- --- --" , �1, """ ,I l- \ . -, 'L Nz..... �L - -I/ ,r&/ " ,, / �I/'IN " 1 - ,,�I( \ i��'l\ - ,,e,- I, ",.. 11,. ,'*4 .- I 1 , " 1\, -�_ , . - � , %00Q* P�>M -. I4 II 1 1 ,,,�,-"/-,- ,, 1, N" I / /�/ 'Ix- I ,"" ,,I�- -"11 i I S / $w- 44, 1d4-j - I //�,\ ?, \ K / Ia / -�0 -,". // , // '111- 4,�:11 0I� I" 1I / � 1kI 1 / � // -4 93 I I fi,, �- -��1,,, 1I1�1� . �V � , I "I',�- ,I - . I7 I I I 4,,I VI-',-�,/ --,, - . / f / .-./�lr•• I I ` I I0 'titi 3�-<.-",� ,�..1, ,/ N1,l / 1\ T-.-,f .S;fi",I-o0-dm e / / ",I � 11-1'--/---///0 I1"I1� I- / ,,� 1-U" --�( !" ri4' D y / 1 l" ,/ - 41-F/ , / / ,- I J I / .g.-11 "`"�/ ', ` V 1 ",,I / ,. "I N1-�N, p" N-�-, -)-/�--," 14 , II 1N /. A. Il', , x �- co/ ✓ 4// /�f/ I\1 , /A ---, I /"", ,\, 1 ,"" 1'1----�,'/I 7,LIf1 11.I 1 l/ ",/ , "/,, I�j , \, --, . ,, -z /"4 -?. I" 'f - ,;�V&§% 1-1, ,�I I N -', , 1 I , 1— / It / 1", 1 I ,�, .-,1I1 I 1I11�--., -� OP0;0- ; ,� - , r- 1," " /I//I j, - 40 - . -. '�V.I X- � , iFci*� . II�N99-� III,I--17"" ; "-I / / l I ,--- I 11 w 10 1-m-' ) ----I. -1I,v , . 1.I - I - '-- .. - _-_-"_ m�I, - -- m-_ 1, -.-.�-1-1- --..-i'---�-,j ,- -6L 1, -2 -- 5- pI ;- 1C�-c _ �- -I - . �_- -_--- � ; - -_---M--1_ 1- --,. -1-/ 6_ _--7-�-W ,1I -, - I, -.----, --,--,—.----]'--"c--, - -1 7-- --,.- ,.-. -.- - Y,.. ,/- .-"-- -- ;-- -" I --, - I .l I-, ' - I. ,. i -L1* . ', I, - A 8 _ - m rIc/lf_ *� s.? - / ,- , /y- .II .' , L " I -I - � - i m0k 90w!0(CQ . o 411, /, /,-, � , �, f � �--/I-� , - \I , �r,�� ,,- /� 401 "(uo.Mw(0w0�)f ..j-).x -} //f 1V / / I ! ` I I ,.,", LI - "I --/1/ ." 1) - � 0 LtM% � / tZ- V-1I VII-- : o\, 1-Ill - ---, IN,-9/ c �%\ �,,'--" I/ ,; .)I. / lr/ " 1�1, /I� 1-4, 5 -:\ // N,'-0 ��,I, It, _-,-,-"'- il, C9 C - ,1, I "-;�- I <��VI 6t. %,\ 45,,,-Y \1 -V1 1� �> 0_4 ,� � ,LI" -----i 0004 t'''-z3 c/6-,.I / j I "'�. - - ,�,,-.". Y� - `� -- --- .1- - 4 -/4 ;- ,'1 � ( , - �o ". 11"\I-N..-, N�/--.-'AP�'I-, ./ I--,--l , - I I1/ ) a? / /I !-N"I v/ �,, F-,\ e-, r,--,, "-.\ /111/,/ a0-Nto7 10 Jr , I\ "I -< I/ 1 s...*0 1 §1N ; \ n-1'-1 , 0L? / 1 -,-,72 r5 i--," f'��I / -,11I—,--, -- �-, 9 I t( /1,` .4I " , f 1% / � -�- , 1, �_.zuD/1,s% 2! 11I -�"-/I ,4�— RAIE-ESMT. " 'a/ -/ / :1, / i , "11 l' - -"-r�-N,`/ I 1/ �, 1'�V. 60 Lun 1, % , If 1��" "- -.--- !-----.�-.-/ / ,,-,`""- I 1 ad7 x - .--,-,,t,D.B. 762, PG. 1741 /c/, �- -, / � :I* " g1/ . . --jI L, 4I --�--- :i--=:-��,) /1s / ' " " "I I 1 -.-" '� 1,'d6-1 ,-- S I 0 � , ",- / t .1 �,/ o �1\,./ / -i- �"� ,,I'- �W . -1-,-�-----.-1�-------- -----------,-.-,- // 61".i06 L) .-- ,/ I 1;yuI - ,�/,-� ?"::,. �.,-------- ,------j /, %/ -�--/ ---� , EC-1 REQUIRED 0 I�� --,k/ 11I / / I 1 II --1/ -;z>,--A. rd A `--"(�1vV0 � '1-<7 w 0 4) 0 / I 1-.s� rsx"�","I- ,,'� CL Al RIP RAP i 0 =SpnP I/ - S1. u " N k 3ARY/ 1j41 � ,�� 4-- -e`:-- --,--.-----"-�-��-"--�-- -- ---. I , ' ," i V- w, T'CN �-- / / j / .75 I'll 1-- ,__ 1-` - / - ; -/- ! /C. ��'4-" t11 -I- 25' / i "',_ ii �4, / ,,,, 1- - S. A"pr"yI 1_ - z -,, -- , -4- 49/ I -5� 0 1 ? � � I11� r. ,VE BER GOUTED 1/ ,73C2 RIP RAP/ ,5."- / -, �F.� ,�,�, ra-u 1\ , - &" L � 'l-� - END Y'3t. 1 4 . 1'Z— k / ,�-//,13V------..— SECTION .1j - I, 00 7 � • Ch.,t 1, . -, , I- .1 U_� / 71I I ff,�5 ' If �%.! i; <- I - 1I.- / Y � REQUIR0DE , t .- / I i. � T EC -I / V � 0� , "\ ,; Kb ,\ Ai RP RAP 1 'Ii%- � STR. 3W-12/ 14!�y,z STAND PIPE ,1-I f /1 ,e / P/CAL LIGHT FIXTURE i ..& T f , `� . � DETENTION / 'CL Az 1".1 f l CLi P�/ 5t"�.� 3 � RAP , i / 61 e II /, / I f j I* ," �I- . *- I / ,I11 11, % II ,I. '? , , 8& N- I 11@ c RSION oo - I f, ., I 15(v k ",-�11%N1i 3l i �iI /� , "A /,,, t � k -7- � � 4 , _ - ! ,,I I i "'//,--1- \ I%, %� I 1-- I �� 0 •, /- ,1 I �,f; � ��,� \ i '-,cFF=700 SF �-1pJ/ ,,I ,�,_'� 0.59�2/ 0: /4I�'! XtA2V �,,, I�� v FF=7z/ z A/W 11q , I I : . -9001"F�74750� , j/ ! f //----.""-,, iI I , /// -N), Tj I I - GROUTED RIP RAP a 0" ; �EC 1 II �- - 4I , CL AtREUIRED AT Q / I 1 I i, N\ ! I �- CON (n/ -- RIP I I Iie) NPIPE OUTLET .I I ,. I %4p 'I I I NA - # I 1N* - 4 IN UT= -1I �,:04 - f, , / "�Pf .1�A -, -,-I.,-._1w4 V/,=) / I I I � s) ,.\ 74. . 0 N33.37 . I I---,-L'- / 44 - 1 T' 6�I �4k,-i 1A0 ; -- % `�1-j , % 1 1 & ; f i l 4 , -7 �-I. Iv,) , , i p, i , ! I 1 1\Nu0 /, " l - - . ' "! 1 , ` ,11 I i I -; ; .��,"1'Ii � " � . I,V • i,,/ , I $ ! I 1� 1* ! i IP -I 6,�1-11�I Itf I i"'lr' ' tI /\t ! • I m I (� ,i - 4\ i t I l�� PAI I �-.-i v/ .3r I �. I � - , 5� k i 1 !�.. , t I �1Q-�\WI -1L" ,N\ _� f d : ' � '511 I-A4 i � t w.,- ,1-jf I 5r5/ I 1! f I o �, � I ��, - i I I -�--.,"-I r I . I 1 I 75"- 4 "1 —,\ tEQUIRED !; , I I \ 11\ \ ,, i 1"\"RAP u > CL A1 R 1IIe,i .. v >-. I / ,", N\0� I �- L=14' - 1 1, - ) — -i. lI 1 . —I � iiN1 1 ' , I.,.1 1 -- , " - *t,I "I- I , /f dI ' , I`r ' 16' V<) L� ;o L0< ) ""I,� TI$ - I < I "- I I f�k . (TO BE VACATED \ : % I I � I I - , I 41J / �N- V,.I ��- � I 1 1 k I i I I I I -1 ,\ 1**4i �k--91 1z 1, I \\�"f I1j 11V J�. i . I! I I 1I I i t 1 I ;/,/ ? I\44 NI\ t , 1 I ! I I i ; i i ;4, I f 1� , ."\I I ),5 1 � J* \ I I ., � I - ; , , ,-i I i I / I 1 11%,, , �) 4; j I I ,, I ! � I � 11 I ,,� �- - i -, . ' � I I >? I ! ! / i I z I -i �754l ----N.- 1-4I I i , ) i !, f �,:I r --->/, ? - I ��_C&I ! f //i \-� I 1t-I-9 i I , L7i-) PR 10' P,I- i I I --"-�-, -- ..F- - 1A 1 7 —-ytsoc.C<3t .1 I 0aC4-inr w t 5IWLZ3�Z00- iI-97-za0iy! 1EDESTR14N � �14� � -? -- � 0 II . li 1 , " 5 - i � 9.f "i I Fd . �zv I ITORE i � IT,L o -- ,Z �1 - I v "I - !Ii I -,j- . 1 1 1 ,OPOSED DRAINAGE 1 - I ST I i! I 41i ) 1,. � i ,yI 11 i I 11 I II �, r I 1 � --� ,\,�� Pi �- --— �> j— �1g", — t�-I-/ �; j IK= 4f7-.1,� r, � �- I " \ 111 ,�.� , — � ,. Q`-�w Pt\t, ��ff e � — �/� ? A � 1 # � I , UI t ) i . l,:,-IT— '.��,— lI7 \ �q ' ��t kp,-I"— I I io[--if —-7--— \\ WATER I / 7 20EASEMNT 1n 01 l Ip u-�,I j4 / A �.i MI�ET -- '1c I �\� (I ( ,� i 1�orI ? ,N I I f i II*"0I%I I f 1 I � i,.) � ArN i" I II --- — ! i t �F,% t `-��I I ��/ � ,! , i I . I // j : �,l, L --i i -- i \ 13"R Ii I ! i1. �JLAji �,- I I � �I� i i . 0i 1I 11 ..� --a- — � \ ; I I -! Z1 �i-' I � / I I I � EC -I REQUIRED I !�� p � 4a 0 - Ir�111'd1p�w— - -t � - I . ,D � '-'m ,V,.WMM-, -- . I � 19��"-"Y",��,,.�I�!_g I -1.1*� '-CL Al RIP R, APi I p-I :� ��- WeWIZ:11�m, ,9i I 1�-U ; Uf M? 0twv-'ugmm..-,�" ,%�, - 46 Li , I 70 �a,gL=12 -0 iI iI n�7L-� I II 1 +755.00 -----6) 115 ?" ., �78 � I 1 �- CC 1 -.---,-.--�G7 k D 4 - :tw- NA 153 1I -, I f I/ 1p1. I . I � , i 11 1--I---, I fI ) I I/ I -', g�l , , I i I ,• I 1 , I A, f- p.r., FI - - I ��--�-) - -im 1/k ,C191) C ".-- L �I i 1, aI \,o0," " F 004 Tr I: , 1 1� z 0 i I I .4I !I! AC , I! 0/DZI / / - ,, DETENTION a ii i. - REQUIRED ? %N /2. iI ,I lV I 11N RAP 20X25 SIGN E4SEMENT " tif CL Al PJP I' /1 ) , , L=10'W=12' POND-B ) > 0 Id I i� _M, I ,/ f1I \ 1 EX. 20 FT. U UTY ESM� Z[I-,il/-/,,�-, t, i � " I� A \ "D.B. 762 PG 741- I - I- P1, ; ;- -! I - I 4 I .I1'1I1 1 ,I , 1I 1/1, I I I 11, E.I,1 ; -- .v,. 1 ,- ,- , , - ,- IY ,\ f � ; ff J- I � ,- I / t m - 1. 1i , §? tI� !�qaTT",u&,-m atwwnm ,;V,�t�-_ ,,v, ��1 i d i , � , "!� R"\ I.,R4ph/cSCE i / c, , ; ; � M�11; i ) / I f , " �� ,p�,1��.?0, "�-,,,".m h J-15 0 30 60N / I /)? i,I/ - ,"-ti IN FEET / ; I I inch Tojft_ — � llq,-XI I I r 0 w n 11 Li - Y) �- � Lu a ,- 0 Z! w :2 0;� t,LJ LAJ uj M M w P". ;z - Q 0 0 Z > L.Lj o LU -j F- LLJ :Z w t; 0 0� D F-- Z < < C) LIJ 3-- :z -- �- - Z uj Q < cr- L) :D 0 u n L,J 12 0 .9 0 -;-0 xV) LAJ V) 0 .0 a- LIJ w C3 p- (o < 0 < 0 9 -j 9 0 7)p 1 C4 0 LIJ 1 c;" to z \-,�f z 04 1 - 0 I U) LIJ 9 LLJ I-- L-iIJ A z 0 C) 0 LL- V- l � z n- c7 -J C7 L7 �L Z J 0 • Zcr 7 FLU T E _j IN 10 r, I A A 1 1' w Rr V_ mow • P Iz? 70 45 PAC O-Z 'A U)Q O-0 wz MIX w :2 LL_ 0 a_ 00 cc 'LOPE & DRAIN 3E ESVIT. 7� D.B. 887 PG 00 10 j (TO BE 1ACA 4L 1,04 C-4 to 4 ? :3.2(jo to -44\SP S zi 754 I _y 40a of 10' PEDXTRI;N ACCESS EASEMENT 4. -Ty TX7T ;RE 11 1 20' VA A, TEI` 00 Z' Uzi qnp jtl�j �E DR AIN EAS#VENT 0 hz� 0 40" _ (! I!�t 4 . --- 5�� _ -- _ __ __ _ — I Vj N _>0 __14 7z Q) rn CD 14111 755.5 7 A 20' WA TER EASEMENT 4 to OU Tz-- 74 7.12 T 10 Om Ito q • 19 SR �CES CLI �AC opammm 1p\ if 746 Co 0 CK) if p . .... 14 ton 0 7 T CS 0 +755.00 748 > n: cq AGE f 0 _N to WATER Gig ;!I MENT c 01 CI)4 EASEMEN c AsE 0 4 -j 00 CD 4 0 OD C, 750 752 *pN cd ..to Z END I REQUIRED 20'X25�1"SIGN EASEMENT DETENTION -0 0 5� _cr-r 1/ 0 m: < 7 Al RIP RAP 13EC ON Lt EL L=10' W--12POND_,_B EX. 20 FT. U UTY ESmj, D.B. �622 U. !741 /Aft co I z N5 C*4 j 0. mamm < j , T 0 < ol < 0. Al11 C\4 RIM= i14_8__7,9_ - #INV IN=7,36,36 EXIST SAN, SEWER MH CL P/I - IN '1� OU T= 7,36-21 752.39 INV IN= 7412- 14(o) iNV [N=742,04(b) RI OU7�--74200 'POSED 5' PEDESTR14N ESS EASEMENT S,3 h54. iEC-1 75 I/C / U It n _j uj 5 CL Al RIP —748 DETENTION POND 1 PROPO§E-6-- - VAULTS TO ESMf t jj N C\jN- DRAINAGE RIGHT-OF-WAY.I 7RELOCATE SIGEAM DEASEMENT POWER POI EC- I REQUIRED .SIGNAL. 11L T c\j los SOP SIGN ID 3AR Ct Al RIP RAP IT No SIGN EASEMENT IP I LEFT URN "j L=8' W610' mmom 4 DRAINAGE ESIyjT RELOCAIL 4K1SIIP4G IROP. '7 P TRAFFIC LJOHT POLE PROP R cG-I_ -N � -"` ---- _ /-4 -7 Rop p,,�V C41 (# w T Alk EC- I REQUIRED 9 N VACATED) ED) MII N. 00, CL AlRIP RAP a z -RELOCATE IRA 47 <-'- 1 -.1. - - _ # Z LLJ 0! OP R �ROPOSED CURB. --------- L=12' W=14' 21 V.., .47 1 %� CG_i2 N1k 17, i-,-' — ___44 �A F. G- - T. -f Af 2 z 301.L40�wlm EX PERMANENT DRAINAGE Ga T/c ma ft RhV1 746.9 7 a NV. !Nz, 7 Lj uJ 38.47 Gas __LT", -,A RY SEWER ES_PT_� .11, "VV ()UT=738-38 WHITE I TE STRIPE 4 SOLIO WHNMI WHITE Fc�HT C CL) w ON 24' ',ENTERS (745.10) D.B. 88 7 PC - - - - - - 1 00 -------- r— offamm I I __ W S I� O Lrl -TG_13LVACATED). STRIPE TO REMAIN 03 C> 4" WH17E STRIPE DOUBLE 4" YELL =------7% 11 EX. PRIVATE Ld N WHITE DA STRIPE ERADICATE EX. SNIMING CD 0 ANITARY 4" SOLID WHITE STRIPE CH DOUBLE 4" YELLOW STRIPE w 24" WHITE CROSS HATCH LA_ 235' EX, TIWN(�Wl)' 5`104 C ' (741-13) FLARk _1w N �3jgv I uPER RN (MffgJ1 E EX S?mmNGj - T X16 15- Icmp . �g REMAIN) 12"46' A INV. (74 7 ) INV. (III IN V. 4 3v INV. (746.3 72 cmi? 1 cmp, cmp I 11vV OUT-= 742� 77 IN 00 ===p WV (744.48) C) 0 UNDERGROUND TELEPHON INV- 0 taw. c*j STRIPING TO BE VDOT _r T"pr 0 (T 01�*<Tfwmr 4-3K MPH) 0 PLASTIC. 01 v-m CD it ikk SIG. 3.5'SO. TRAF SIG. MH Jo 15 0 30 60 IN FEET 1 Inch = 30 ft. Z 0 OE ft 0 ED �A LL_ 0 Z: LIJ w 00 Q > Ld 0 LLJ _j O z LLI CL U) 0 V) V) 0: OZ LLJ U) LLJ 0 < co 0 < Ca z ?:: LJ 0 v z z Ld < LLJ LLJ 0- - m Immmmmminn � I CL v'ox� / ,' , , LANDSCAPING SUMMARY LANDSCAPED AREA REQUIRED - - - - - - - - - - - • - - - • - - - - - - - 31,355 SO. FT. (15% OF 209,035 SQ. FT.) \ LANDSCAPED AREA PROVIDED - - - - - - - - 57,118 SO. FT, \ PARKING AREA TREES REQUIRED • • • - • • • - • • • • • 42 EACH (1/2000 SQ. FT. PARKING) \ / INTERIOR PARKING AREA TREES REQUIRED - - - - - • - - - - - - •• 24 EACH (1/10 SPACES) TOTAL TREES REQUIRED - •------------------------- 66 EACH — 66 PROVIDED BUFFER TREES REQUIRED 300 TREES (3/10 LF OF BUFFER, 10(X1 LF BUFFER) — 300 PROVIDED ' DISTURBED AREA -----------•- ------ 4.80 ACRES ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: WATER 200 Ibs Tall Fescue per ac. 12 lb. Annual Rye per cc. 1000 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seedingto stabilize areas left denuded for more than 7 d but not yet at finl grade shall be as fllows: 60 lbs German Millet per cc. (May through September) 60 lb. Annual Rye per cc. (October through April) ,% 8 \ �� .�\ �! /,// TFc �, 450 lbs. 10-20-20 Fertllizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per cc. Seeded areas to be watered and cared for as necessary to provide grass emergence. N, / LITHONIA KAD 40OW % \ o �o ALL EXTERIOR LIGHT F / \.. �T � / %f / \ � �� .. /� • Tj�FO � SO THAT DIRECT OR F FIXTURE IS NOT V1SAB 146 6 FT. OPAQUE BOARD FENCE SET 3 FT. OFF CURB / PRO SED STO iS19N&BAR 5. / =MENEM i ` 20'X20' SIGN T. SPA% J 1r l II I I i 1 I "Irl 9 f_ I � i a S' AC 0' �Al� aS FNT l f I f I I i i t Mel OR W/ 72 LEYLAND PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE SPACING QUANTITY ACER RUBRUM RED MAPLE 2" CAL. ® 6" HIGH AS SHOWN 29 QUERCUS PALUSTRIS PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 29 ILEX CRENATA "H=11" HETZ HOLL Y 3 GAL. CONTAINER X ON CENTER 90 LANDSCAPE SCREEN PLANTING SCHEDULE J& EASTERN R® CEDAR OR LENGTH OF SCREEN 1000FTT MP L&ZOO CYRESS TREES REQUIRED, 3/10 Fr= 9 1/3 DECIDUOUS = 100 RED MAPLE OR 2/3 EVERGRmI = 200 LOZE LF4F LINOEN (20' CALIPER) LEYUWD CYPRESS 100 EASTERN RED CEDER 50 RED MAPLE 20' CAMPER 50 LITTLE LEAF LINDEN 20' CALIPER LANDSCAPE SCREEN REQUIRED CATEGORY "B" ZONING BUFFER WITH LANDSCAPE SCREENING 40' 10' 10' 10' 10' 2' 3' 3' 12' 3' 2' 2'1 3' 2' 3' 3' 2' 3' 2' 21 3' 6' OPAOUE FENCE RERUIREO AS SHOWN ON PLAN DF CATEGORY "B" BUFFER FULL SCREEN REQUIRED CEDER, 36 RED MAPLE OR LITTLE LEAF LINDEN, AND 360 FT. OF FENCE ( SEE DETAIL) 25' INACTIVE BUFFER / 4 Lill ��! � ��► 20' WATER EASEMENT 25' ACTIVE BUFFER N � StCF S I , EX. 20 FT. UTILITY ESM . / D.B. 762 PG. 1741 - / N / C j vQ / O / 4 �Q 4 ^� �w pr AR Q 6 FT. OPAQUE BOARD FENCE. GRAPH/CSCWE 30 15 0 30 60 ( 1N FEET) I Inch = 30 ft. CL t-r) 00 » Q Q � z V) Z. CD W\GIN ICI U) O J J Q � 3 Z oQ �Ow Z O oWt ham ��z _ 00 cnwc� N � Q �o 0 l, �0W Ljj 6 L� 0 U �4j 0 ti0kvW00 0 - w Q 0 0 °d 0 0 w D 0 Trr LU ID-0) r) p M 0) N N N O r- Ln v c0 c0 V U ci .c c0 c0 a 40a O' �joo N Ln Ln V'' 0 Z Q co , ro a O U L 0 o s w J a � O � � x i P ;_0 ,~ Go O � r- 0 � i? � m a 0 o S-, d N 0 Q N to r� o v •- o *a I O cLi'v,IN� 06 olo o ,•Q w `. °' z v O W Z LO Z O �' � U (n 0 Z Uj W 0 F- z pZ os Z QU UJ � WW C� IU U =r oei "' M W fa 0 0� F— N a O o rn N .— Z O cn W 0 m .- z z M w 0) O O Z w > wp -j W U O D Q Z 0 _ Cry a V V) CO Q a o a Lj w o O zQ M M Of C) <U a a J 0 O N o 640 z Z Y C� Z N T Z 0 0 � i ti P(gA±R,EDG &I D�otjNT Y t t 755 750 ZI 745 730 0+00 € ' f 1 ft i °- � to � ` !•--• . $.� � � .� { . Y.�_ . OL � � � a � � 9 j { s - 1 � i 99 } . s PROP _.-_-i.-.-_ SED HOPRING CtNTER I i IL i i .�., � i �___-_ _ �_ !_ ..I�...,....._..__�...�._ _ _.. �,_.. f _...._.._ ! i ! ,�^r.. 'r--•.� �' f i f }I\... �".# .'j � f # j � I I 1 r i t !! t 1 F i 1 Vim" { f ( f 1E r� . .___........#_....f.. __._.... _._!.___•_---�•.._._.. � _,j_____._____.�__� _.__._...._.}... r _ i ._.!._ __ _. ._._..�_i____.__._..._..._ 1 ( ..�:_._.,,_._... ._...__..__._.5._.__._...y.._..,..1_...__...._.._.i_..R...,..—....,......._,..____._____...,1_9_..___.."....._w.___._._i.._____._L.._._____.}....._..,....7 3+60 4+20 4+80 5+40 ff ram,rra��_,.f._ e # P'rE i r LE v t "f-_ ._,.... fr \ t..f T t r.±..�A OUt : 3a. 0 ) 1 I 735 i ) SLOPE 1 % �, 2.64' 1 6in.PW I 7 t m 730 t 0+60 1+20 1+80 2+40 3+00 PROPOSED PRIVATE SANITARY SEWER LATERAL AT LOT 5 VARIES 0 O LIN PROPERTY E RN n SCREW TYPE MIpCAp SADDLE2' SERVICE 1 Sai :1 PVC MIP SOLVENT CORP. STOP WELDer UPLING COUPLING DEEP POLY METER 13OX 2* SCH w PVC t 1 r ;tea., •f • .� . . -BEDDING ..•.�: ,:�:. I■r►.�� -MATERIAL AS PER WATER KAIN itr SCH:r PVC SCH 80 PVC MIP SOLVENT n'1 2' BALL VALVE n TUBINIr• CURB ,, 1COUPLINGt W/ SS I r« t OPERATING BLOW -OFF ASSEMBLY FIGURE 4 CR4PIIIC SCALE 40' 20' 0' 40' 80' 7 INCH = 40 ft. HOR/Z. 7 INCH = 4 ft. VERT. METER BM and COVER treated 2k 4°ritlh mein bon top 0` palmed blue and Cafe sidawak 511 2A' 18' 13"-2l' rooter f>'/ stone F. SA surrourimnIlcm 'n 8'-irY sadrifeift ... 0�0&mp ........ ......... .. lr Opposite Side I•CTSpolyett"loarloV I- coup" (PE;) 200 Pat with SSiders' (PJX FIP) CV M - az all eoxlecaors with SS facet end MIP plesticpkg Same sots INSTALLATION NOTM. t. Exact location or mete box assenn"y to be apprond pear to k"bal on. 2. Wale' service cro$si i; amd: a) Encase in 3*6arneter SCH40 PVC or SDR21 pipe. The piping shag ern tarn ore foot beyond d dit a c• across the street, to one toot beyond aidotudk. b) ensta f 12 gauge insulated a plpar wire (for time t(acing) from Corp. steploknothe mew bm Iwanp "a amunrl oop. stop; vhre to be taped to top of PET at 10 foot Intervals; come up into mete box and terminatefm d with an* bag veke). 5/8'x3/4", 3/4' & 1' METER INSTALLATION (4 FOOT COVER) Floss 5 METER S� MEfEA BOX 61ETETi BOX COVER 5/lrY3l4' er 3f4' 16 in. Die. Non-Tmtic M32C PW Traffic A32Fa1 t• 24 in. Din. Ntn-TnafRe MC-30 (frame) WITH RML-1-T (Tap lid) Traffic MCA (Frame) WRH RML-12T (Tap lint) COPPERSETTER meta Sim opposite Side tano 5rtle 5dSYa4' VBHC72-iBWD-44[4E4 VBtiC32-10W04644�84 34' VBHC7218VlD 44-44-B4 VBHCffi-18WD-MM-B4 i' VB C74-15W01414-84 - A- 755 745 140 i € !'ROPOJCU'!7!1/11JL --� EXIONG GROUND i f ..� _.---._____.f IMAM? AMIN F I I LEN 116j SLOPE I.bOX ! .v 1 i NN I40 to i „rn;za } 2 row zz_ 0+00 0+50 1+00 PROPOSED SANITARY SEWER CROSSING WARRIOR DR. frastled R cast ken C1w—cap w an boats pig must be g from the top of nho screw type ad}tafabie box square concrete dM pad ev7 20'x 6• deep coat iron des nos rap With brass VALCO. Ine plug having a countersunk square pg. No. 71 BOB head Parella kidder PMSV-CSK (41 L51AJ15�' �Qd urth lot rn&faBd SELVFA' SDR 21 - cteanout pipe bottom sachon of box critic bate sanafary leeanaH:`. ^` �ltraayoas sewn rem SDA2115 hj T MS 6'stonel bedding NOTE: lttop of so~ nvd n is graekrderl l8'dsap, than wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 n concrete a'}!ZO 6�5tai�a alone STANDARD r w RUEMCH general bacidill general baciffill note) Islas 24 061�5 ±!L BRi� 6 i 14 On 0.0. Le Concrete Yf ENCASEMEINT i NOTE:.: TRENCH & BEDDING Figure I KIM IIP i I fifi r:L �1r r 'Y r 'r.�i►�r .t � ,. ' �'t `+• ' �n '*�'A�' �4 FiRE HYDRANT ASSEMBLY Houma machawacm Joins ewdtelteewfth S branch 755 PRIG ` u o 7501 I # �� _.... "� �- _...• --� € .� \ 1 i j t j i Al SA° 5+17.48 • 13 8'7f45' BEND fl-8'X6 CROSS # EXlSTT1V6 8' PLUG iT8�f4S BENQ s2-6 GALE VALVE , y y a i i i ( ± i REMOVE EX PLUG i a E f t E 4t9 .30 ° 8• TE 745: _ _ - ,{ _ __ ,,�,.�""'"_..__ ,—__,._...._._Jf .w..E _,� 00 Cd STA: 3+22 -8716' b 1-n22 1/2- aND IS MRV CLEAR STA. 0+90.25 1 � i � I I f € ► { � j I � � f I € i i I # � 1 IXiST. 10" WAffR MNN i-8' TAP BY :CSA735 , '{ i s j t` i i r � I ( ( f i , '• i i t ± f i ` f � 1 �� { l {.._.._.._..,.._..._...._i.,�..,._.____..,...,.�.».._.___�___...1_....___._...�..._�__.._._.._...�»_i.__........_....�......�....,......_.._.............�_._„_....._....__.._1._.__•.___».v__.__t__.,.,._...�..___?....__._.__..._.L_...__.........,..»...._._t_.w...................... � _...._.._.._.._.�.....,_...�_....._..:i.�._.._._........_......�_,...__..�_......_...E�..._--^^--_^--.._._i_.....,....._..._..._..... f.._._____.........._._........�....._..._......._.l...a»__...._._.. f..._.._.._._._.___1_.__..._........_... �._,....._._........_.._ �......._..__...�.. '_......__..;...__..._,...._......, i h i I 1 f 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+w 8+50 PROPOSED WATER LINE 745 740 735 varies at property tine (� note 2) VBW77-15BHC-t 1-77 r ra,ston ester (meter by FCSA) coal in place access standard flat 1w ika, centered In for 4' dwnol top (see note 1) hmentdle 2 Max. Mished g� skid pad , r �diametar 2' CTS polyethylene � manhole ivMain tubing (PET) 200 psi cidl W SS Inserts edae connections :y min.—w^•# saddle Ymn. era wrpasti0n atop — aokd support blocks l mlar main vela custom setter G store batldirg ball valve curb stop with PJ C14 44 w! SS isada ICTS) both ends P44-777 and UP plastic plug wt SS inserts); with r gate valvengnaa NOTES: t. Access door s1�1 be by Halliday Products or our spfxovwd aqua- e) in non-fmRc area - model no. SIR3030 b) in traffic area -model no. HIR2424 2. Water service trussing street: a) Encased in it diameter SCH40 PVC or SDA21 pipe. The piping shell tun from one foot beyond sidawak. Amos$ street. to one foot beyond adewsk. CUTOUT DETAIL b) Install 12 gauge iw,mted copper wire (Ior line tracing) from Corp. stop to into the meter box i wrap wire around (ypkao core. slop; wee to be taped to top d PET at t0 fool intervals; come up Into meter bar and terminate level with angfe ball valve). 1 1/2' and 2' METER INSTALLATION Figure 6 P-6 top of manhoo al grado in pavement areas unless otxxw4se deoctod (top SW be set 24' min. abovw grade in easement areas) stPmre sled pad 5° t loll_ 3!4•x r butyl a 3/4' concrete arldror baits (4 each) edjustmerd rings (11' max.) r or f8' (lyp.)CS35 I byby Caseal i'rdnhtirNl acre RV 30 butyl Rio Sealant applied bat. Joints and on v •' wtteriar Aida W lair+fa Joints ate Id be sealed "man 'O' nrg gasloBt •4. varbbb I.D. ^ -- P;pe ro manhole 5 . connection to be by fie -Able sinews inert channel to provide a 'T T mh smooth tlanshm in to oA 4' 0 max. for eacahnectlors 2fi'rrlex. precast Invert `M odrmannalt �ti='icy ± estop of bencti waltl same txXtanto tom vi Y T'`• Der y top Of �effi ..t r• tf 6' bedding stone NOTES : 1. Mennola seceere sheaf taus an arter" coaling of appmvod polymer film waterproofing prior to lrstidlatim, 2. fl a loan eat elevation exosads two facts see Concrete ad usmem rigs with a &WW coaling of water pmcfng 3. Fatal slope adjtstnda of manhole frame may be by shims and norstnr rnk grout 4. Skid pad to be placed around mantnales located in shoulders c4 mart-. S. Fiat lop caelM shall be used on shallow manhole (4 d. o less) installal oat STANDARD MANHOLE Figure 11 0+00 0+50 1+00 PROPOSED WATER LINE 2 for valves iY and Lager) Note: this detail is also used for Dulterfly velvo$ GATE VALVE Figure 7 SOR 35 s{xgot SOR 35 spigot by frygasicoted SOR 21 ganketed bell 46° trend bag septa (sea note) SDfl 21 en (10 p ers ti4-4 406 co d MR 358'x4' P`P• and rwrhgs SCH 4t� y gaskdod -tell wya sotucnt (We note) ..x weld cap IXOperN l'fiofo: H top of main is gnats- than 15 tt deep tree heavy wall SDq 35 (n U. �`i COrKAa(e Gedig it tOp of mash is greater than 16 deep GRAVITY SEWER SERVICE LATERAL Figure 14 0+00 0+50 1+00 PROPOSED WATER UNE 3 --I J Z � � \��INIq Q 0 of kW-n w�w s � (�o Nw� Y, . tit_ LV C? lL Z Q W V ZW09- () M t9 0 o WWI O W a w ' W W O a0 a v w 7 o a 0 � 6 6 d W N N C> O •' I N- 0 M W (n w N W H W m W V— O o � O 1- LLJ U LtJ U ?- U U ff = (f) 0 (n = (n w w CD Q U to J LJ (n (wn � Z O O 0 o d ¢ Go UV N z z y U zM IA Z W o Of 0 LIJ = U J N LL_ V- 4 l/1s�1 FRED pLA!u&yG � FV owvrY _ - w GINiq 755 W J Q O o wza r� J 4 U) Z p Q �� \ NUG� _O = 0o N�z r U 00 U) r w ca 755 - - - �., i - Storm Inlet Summary U) > o o � � ``' cp tj / �to N ^ "� ` EXIS NG GRADE Str. No. Inv. In Inv. Out Top Ov. Type Throat I'- .> c o Y QQ co t7i U oo n O '%f o U C a� ^ / ^ ► -` ' - _ o f \ + M 1 737.31 737.11 745.10 a-2C $ � 't'a ^ �^ f 2 738.11 737.91 747.60 a-2B 8 ENS TING GRADE c^o ? c� '� CN j V 3 738.71 738.51 747.65 DI-2B 8 %�� Z �. Z r.j o 4 739.62 739.62 -- TEE -- M N U r, ,,) N ^ '� i �i �i + ti 750 RAP -GRADE d M 5 740.18 739.98 747.00 DI 6 _ �, � `o° N o U o ;6 co z Z , cn cn ? � o $_ v 742 87 743.02 746.40 a-36 6 j o U n^ ^ \ r\� +� cd �_--� � N �-� � � � N � Z Z + tc � z � 8 742.82 742.72 748.15 a-1 6 � � V `� ;c � `� 750 - _ _ -� 0 EiR _. o c3 41.i a a w i o 0 .. & o N o Z cn cn a� ? ? / i z I Q h 9 743.50 743.07 749.65 DI-3C 8 � > ¢ 't N o n c� R. o ti \ N z f0 744.49 744.29 749.75 a-3B 10 N L v� o z �`' IT co v - ►� + � 12 739.80 739.60 744.80 a-1 -- aj .� N z a 00 `� 755 r---- co 75Q - Ki` 11 744.62 STUB -- '�•1 �; t> >, iw x 0E Zakv _c L. �_ Not\ 13 740.90 740.70 746.20 a-1 -- oz U ~ w�-� � � � F"~ � 14 742.70 742.50 749.00 a-1 -- � W ^I--o cn cn�z? j G27 o a N ? 15 744.70 744.50 750.50 a-1 -- I d ``' ct i i 74 ;� I Q- EXISTING Q3 r i / 3 26 LEN 62 ^ ct-�-- op 8 N 1 ' GRADE 16 746.60 746.40 753.90 a-3B 6 Z 3 J / / 18 748 65 748.45 753.35 a-3C 10 745 N 58 + Q o0 Q h `� ROP 19 7as.40 749.20 753.70 a-36 10 I SLOPE 1.00 I II I qip 15in.CP - z v is � � ? ADE 20 -- 749.60 -- STUB -- 750 R A 745 - 21 738.64 738.44 743.50 DI -- .� / i I I DIA 5in.CPP -- -- -- 22 740.00 ES-1 cd / ! i 14 SL E 0 60% DIA 24in. P 23 -- 740.96 745.35 a-1LEN -- a ------- ---- \ ✓ \ - - i f j - -- _ _ DIA 24in.GP j C5 { 1 N 24 748.00 751.5o TEE WGR - OPE 0.60%0 00 C7 740 - 25 741.49 741.29 746.50 a-1 •�.1 0 C4 LEN 154 "'_ LEN 31 ao N V h V - 26 743.55 743.35 750�50 a-1 -_ U o � o DIA 30in.CPP C3 LEN 0 GZ LEN 1 4 OPE Q.45% I N N ^ V 00 27 742.12 -- STUB __ N Q, 0° `r SLOPE 0.50% 74Q ; - �-_ _. __- _ _ _ _ I -- _ -- IA--151n C-41� � ^ m o 29 743.02 743.02 745.83 DI-3B 10 $.4 4 N f_ n M N ^ i 2$ 742 2 7421 • o 0 SLOPE 60% ___ o ^ ^ ^ o N G46 30 -- 743.65 748.50 TEE WGR -- co1 0.2 o j 4. STA 3+67.46 ELEV- 74 .68 DIA 24i .CPP co __ I o o; ? ? p ►� z j� 0 745 740 _ C23 31 742.01 EXT U - co M i "' o � cc c co +,�,` N ± � SLOPE 0.5 % N 14 32 -- 747.27 750.95 a-36 8- *wbl 3 00 OPE 0.70% N CO o ^ � 33 744.60 - FLUME '� � 00 IA 24in.( z z z Q �`' f�;a DIA 15in.R SLOPE 7.00% - ` �,. ,CO --- --- ---- - to cn o`C ®.._. � �-- � � � Z 40 745.07 744.97 747.86 a-1 - � N 'd o ? DI 15in.CPP 41 745.75 745.65 74&50 a-3B 8PC -0 vo C1 0+00 0+50 1 +00 42 -- 746.00 -- STD PIPE -- • pq o ` w LO LFJV 22 0+00 43 74a02 747.82 751.25 a-3B 8 `1 -0 o X OPE 0.44% CUL VER T 26 AND 27 CU VER T 46 44 749.21 749.01 752.89 a-3B 8 �' � _r 735 -- to_3Oin.CPP-- -- - CU VER T 23 45 -- 749.40 752.65 a-1 -- 46 -- 746.27 749.20 a-3B 8 - 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Z5 o Culvert Summary PROPOSED STORM STR 1 - STR 7 �-� - C''" '"" In '"" out `(n) IX"'') Sc� Type O s\ V 1 737.11 737.00 22 30 0.50 CPP 755 - - � z w CL 11 2 737.91 737.31 134 30 0.45 CPP 760 �' �" Cw1 3 3 738.51 738.11 58 24 0.69 CPP W �_ OS "� ( 4 739.62 738.71 154 24 0.59 CPP rn -4' o U z �_ "� it 5 739.98 739.62 60 24 0.60 CPP _ N V Q1. V� N 750 2 a J - 6 740.87 740.18 114 24 0.60 CPP -- -- Ei�ll$-nNiN Q co V 7 743.02 742.87 31 24 0.49 CPP U. 00 rn U Q � r ` 0 8 742.72 742.32 80 24 0.50 CPP O \ 760 -- o dQ'- o aV 9 743.07 742.82 29 24 X 18 0.84 RCEP o o 't [� I o o ^ ~ I + o Z Z ~ 09 ^ DIA 24i • �P 10 744.29 743.50 69 15 1.15 RCP ROP GRADE N to 00 o I r. Z �, + o ti ti I et �- SL F 0.44% 2 - - CL I ^ rn ^ � � � o US _ 11 744.62 744.49 21 15 0.60 CPP 750 - --- o � v �v r\ �-- Q iQ- 4* + U r . - - f 12 739.60 738.50 100 24 1.10 CPP co v zwa i NMza 3 zz 755 N�zZz - N ^t _ --- - -- - =-- - LEI 5713 LU rn � S 0 30 0 ^ - N j z ! 14 742 50 740.90 160 24 t 00 CPP SLOP 0 44% 15 744.50 742.70 99 18 1.81 CPP a r• �' � o ,� 4'`'' �i I � � 745 z Q N ? ? - DA In.CPP 16 746.40 744.70 124 18 1.37 CPP _- _- C40 EXISTING GRADE 17 747.20 746.60 50 18 1.19 CPP I _ LEN 16 18 748.45 74&25 29 18 0.70 CPP Lj,•• - 1 PROP GRAD o + 755 - E 0, ¢¢�,► 19 749.20 748.65 70 18 0.79 RCP0 DI 24in.CPP 20 749.60 749.40 20 15 1.01 CPP CONC ADLE REQUIRED EXI 71NG WE `�' �' - 21 738.44 738.02 38 18 1.10 CPP OP GRADE ^ N 7 - - - - \ j .- 04 V V 22 740.00 738.64 123 18 1.f 0 CPP ---- I 75 - v ^ U to w o 23 740.96 740.00 14 15 7.03 CPP w CS 1 - P o -IoJ1 h uy p 24 748.00 744.70 108 15 3.04 CPP cx SLOPE .50% DIA 24in.CP ( I �'n r. C25 C28 LEN 125 N 80 I p�A ti5+n'� 7� to t� z o n 25 741.29 741.10 39 24 0.50 CPP I i -- r. -" ti f_ 26 74135 742.32 138 15 0.75 CPP - 304% �� Z�, cn��o SL E 0.5Q% LEN 29 { C19 , Qp -- + g i o � 0 27 744.18 743.55 62 15 t.00 CPP LEN 3 i _ o DIA 4in.CPP OPE 0.50% 750 �-.-- T- --- '- _ � v N � � 28 742.12 741.49 125 24 0.50 CPP �� c� ,.,c� .Q �i �u �u {y ; 30 743.65 740.00 46 15 8.00 CPP SLOPE 0. 0% D 4in.x 18in.R LEN 70- �- C24 l.�' ` w - - - cn z_ Z ? ? I z 31 742oi 741.93 11 24 0.73 CPP ��p G20 32 747.27 745.60 62 15 2.69 RCP 740 IA 24n i �- _ - -_-- -- co N ao � N o, SLOPE 0.79 LEAI 20 EXISTING ADE 33 744.60 744.10 10 0 5.00 FLUME � N ^ v r°d,, v N cN� a, Q v U 18 MIN DIA 15in.R QPF�.Qt% 74 - CU VER TS 40 - 42 40 744.97 744.90 16 24 0.44 CPP n/ U 41 745.65 745.07 131 24 0.44 CPP �•I� U � � N N N ^ o C) R DIA 15in.CPP 42 746.00 745.75 57 18 0.44 CPP Z 00 0 Nv N vim- --� co LEN 29 M O U) .- ' N r� r~ �, r. PROPO 8 WATER MAIN w EXISTING GR DE 44 749.01 748.02 100 15 1.00 RCP Q Z S N ^ 43 747.82 747.54 28 15 1.00 CPPis OPE 0.70% a 0 0 «s z n z k U --- 46 746 27 746. 0 34 15 0.50 RCP Z� 0 �v o cv ,ck: Pic 00 N Cr 0+Q0 0+50 1 +00 w •N j- �, _, Q °,tyi g LO 0+00 0+50 1 +00 „_ o NOTE ALL CPP IS TO GRUMPLER sMooTNcxtRE OR EQUIVALTENT. Z zz ;��?? cncnZz �� z CULVERT 18 19 AND 20 CUVERT 24 N^ w o Q U 750 Qz~ x 755 0+00 0+50 1+00 1+50 2+00 2+50 0.- W 0 ui CULVERT 25, 28, 8, &9 - ,.- __ W�� - p�� o_ Vrn p Utn •_ CL �'zz �oNcNo w�i w- = Z W o, oo o U A PROP °� `_'� - - r� o co a; k' �, `" o n as oo N z ,.. 4 M = o PROP GRADE -� 0o Oo'"d 750 GRADE _v r\ o F . 755 �- cv + cr; w '- z z o= �;� ' a EXISTIN GRADE Q 755 - - - ---EXIST11�1G GRADE �o ^ c �' N. °�° z + cn N ^ z 750 - 0 745 - - -- --- W 1-1 pi F..1 a� $ 0 X1STING GR E ROP GRADE � �' _; Q "'� `; cn 74 -- U, Z z z C1 I + z I I 8 � v o^ _� oZ 75 �� v cnc i� ?z? _ - - --- PROP E - --- o w -/ v Z r - IS 750 PR GRADE 3 � I "o+-�'__ 0 GRADE i o Q a I PROP ADE / P I z z o EXISTING GR D / 745 ROPO - I / d' .� C44 - o l 750 - .- - - o+i.- / . PIPE 740 __ -.- o O / �C4 _ 745 (- LEN 1 N 20 N 62 750----- V 7 SL E 0.69% i I EXIS. NG GRADE N Q in z Z LEN % st PE 2'6 N EXIST( II" 1. ' MIN CLEAR 7 24in.CPP I I / 0 Q W f SLOPE 1. C45 74 in'R WATER MAIN ---- C31 745 I P f �`'� � S Q! m �'I 0 SLOPE .62% DiA 1' 18 (STING GR . ND LEN 11 -- -- PR GRADE OU DIA 15i .RCPLEN i PIKE--- SL E 1.Q0% I SLOPE 0. 3% DIA 24in. P G� / 50 a w w f- DIA 151n.CPP _i SLOPE 0.80% > w O 745------- - --- --� --- - I OPE 1.1 % D - 740 a 735 IA 2 z a• cn o In to N C10 740 - 1 123- i P `� n. C�'P-- W F a Z v z �v N o U 745 ---._- LEN 69 �- - C22 ►� ► v o V v c� r, I ca ca Co �� cq 'i° N°Q 0o v a; 1 cc)c)". I h C11 j°- C,n OQN 0)�; �QQ �`- rnu�`''' C>I ^ _ , o _j N t n Ki LEN 21 E 0.60% -SL 'E 1.1 % ca n 1 ^ '�' ,�g� ` , uoi N o n O 1 .��-- c*� °Oa h ai n. 740 n N, ^ _�._. o tc. DIA 15in.RCP PP �c N. r. 7 � __ _ °p1.1 � o Way ij co r\ � I-� � - I to U.) I . I g � Z z i 0 6D%_- DIA 18in. w m � � z � 0 � C. -W) � --� 5z 2 0- 0- 5 U U ON4o � oi``�^ z GNU Cpo %_ �.t c' o w � u I • z O � c j .`1� °0 z i �o h; � I + v E. r .. ICTUr IA 15in.CPP 1 W cci I + rr' -tea . �, j, o � z .,.3 M+ �FN` +�� moo^ Now C�O+i�� + ti O N p 20^L>` Q J Q C + ��..o- "o c�o� '��' .r._^oc •q ae� �" q �c��"�"�.' ?� cr_ z_ ^ cn�� I°°i �� Q ��' �`_�� ; z Q� ;�zZz_ xwti�� ql� z x? v n z wcn ctU _, v,N z? Ix�--�z cncn�z r cn? 735 - Uj nIn'_-� z ►u>`c w N ct _ 0+00 0+00 ---_ _-�- -- i _ - - ------ r� 0+00 0+50 0+00 0+50 z z o+oo 0+50 7401 00 0+50 1+00 0+00 0+50 1 +00 1+50 CULVERT 31 CULVERT 30 _ - CULVERT 32 I PE V) d w w CUVERTS 43 45 CULVERT 11, AND 10 CUVERTS 21 - 22 PROPOSED STORM STR 29 POND C OUTLET P Z p w Cy) ti r Prune codominant leaders Prune rubbing or - cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket r� DO NOT prune terminal leader or branch tips ne narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3' mulch kept away from trunk -Sod well to contain water NAMENDED bodAl soil Vfiden and score hale wall Yl' ' = i -Q� • , adidly backfili, water to '• settle mod, finish badcfdling C�i. '1•iA - t - Remove container and Cut circling ea for water drainage Leap slid sod pedestal - do roots if container -grown, or as much not dig deeper than bull depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL 00 SC* cc•TZc S,Nw. XX � X = /YIOSSWA1t 2• HPR �) �- AT Xy 2- HFAER THAN EOGC OF PAVEMENT AiXX SAE AS TOP Or CURB CROSSWALK u TYPICAL PLACEMENT AT INTERSECTION r WITH BUFFER STRIP 5.• " _1 • r WHERE sto. cc•s a-7 IS USED. 3 r•o s O cca -•�-� all CC 2 •li- R , T K5 i wx. r OR OC-3 A I ALTERATIONSPERMISSIBLE ) ' CONSTRUCTION! JDHT SECTION A -A NOTES = B B THS COUNED (PARALLEL A PUSETDOLAR) otsm FOR ILIMT10 6 CAN BE USED WTDI ROAN" RUFTER SU)P. LAMM4 AT BOTTOM Or TWO SLOPING SIDES WIN ILO- X Or MIRE OMENSIDN S. THE SHORT PERPE)DICUUR RUN To THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SFEWALK WITH A WARPED SURFACE - IN CURB RAF FLOOR )O BE CLASS A-3 CONEK It K1ASS A•{ F PRECAST) WITH SUP RESISTANT INTEGRAL CLTECTAIDE WARNING SURFACE COVERING THE ENTIRE BOTH OF TK RIAP FLOOR dJAIP FLOOR WY BE PRECAST DR CAST w PLACE). THE DETECTABLE WRIOM SAIL BE PROVIDED BY AN EXPOSED ACORECATE FV@SK RAP SHAL MOT EXCEED A MAXIMUM SLOPE Or IIrL A SLOPEK' SIDES Or CURB RUMP MAY BE POURED MOIDLHNC4IY MIN RAP FLUOR OR BY USNG PERMISSIBLE CONSTRUCTION JOINT MTN REWIRED BARS. TANGENT PLAN F RAP FLOOR IS PRECAST. HOLES MUST BE PROVIDED fat DIML BARS SO THAT AOJONIG FtAMM SIDES LYTS OF EXPOSED AGGREGATE SIDEWALK CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAP FLOOR PRECAST CONCRETE SWILL BE CLASS Mt, REOURfD BARS ARE TO BE ND S X P PLACED TCENT[W TO CENTER A.OW BOTH SIDES CF THE RAP FLOOR. TAR-Oc"M Or RAID FLOOR. UWAN CONCRETE COVER f%L-. 05 ODRELS. B- CURB RAPS WILL BE MEASURED AD PAD FOR At M CONTRACT TART IN= FOR HYDRAULIC CEMENT LONG 0 12- C•C // CONCRETE SIDEWALK AND ERPOSCD AGGREGATE SDEWALK,COMPLETE-W PLACE. �AHA%MMI� / CDIlS a, JONI CU WR87 MeUA9 AID ER SLOPE TIUNSRONS ADJACENT TO TO CURB RAPS IRE MCLUOED IN PAYMENT WHEN USED IN CONJUNCTION WIN StAOARD OG•3 OR CC-7. THE CURB FACE ON THIS STANDARD IS to rE ADJUSTED TO MATCH THE MOUNTABLE CRIB AD CONFIGURATION, SECTION B-B TCIEIANY of To�BE TPnR>�D t INTERSECTIONSSHOWN IIWWHEREVN THE E AN ACCESSANS OR AS DIRECTED RROUTEE 0 WI�THE NpIT OF M ACCESSIBLE ROUTE IS DEFINED AS A COMTMDUS WAY Or A HGHEAT FICLITY CROSSES A CURB REGARDLESS OF WHETTER SIDEWALK 15 EXISTING- VON STA)IL(. VON MD SLP RESISTANT PROPOSEO.OR NONEXISTENT. THEY MUST BE LOCATED WITW PEDESTRMM CROSSWALKS AS STIORN ON PLANS rACILI YpTIHATT CAN BE APPROACHED. ENTERRED AND EXISTING OO POLES, FIE HYDRANTS. DROP IRILE"TS Or A OR AS DIRECTED BY THE ENGWER, Me 940" iSO,TETC. WILL ALSO ALOCATED II�FFEC PLACEMENT. VEHICLE STOP �� USED BY PERSONS WITH UMITY IMPAIRMENTS. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP I Y. 7101 (ACCESS FOR MOBILITY IMPAIRMENTS) 203.07 VYRGRM DEPARTMENT OF TRANSPORTATION j I >< I A� n STREET AnoRo+LTI SAW s 'wRSAcac AS IAJEFE (RADIUS PO CL AS AOAOwAY SHOWN ON PLANS) DI C '.1 1 (RADIUS TO BE AS RADIALSTgWN ONPI,ATSI CURB ANDTS.SIDEWAOPIIOIAL B- FLOW LJE EXPAFJONJOIN g NOTE=IIDM 'B- r-0- OR AS W INAJILf1E ROADWAY CLASS SHOWN ON TYPICAL SECIIOL A,� PLAN VIEW :. rir G. CONCRETE JOINT SECTION C-C ® CONSTRUCT GRADE CIANIGE'S WITH A PARABOLIC CURVE. ® rN�iE tuacoTa o�iAErE�NTs�a wr)TCP'TEEwvY TRUCK To CURB THE OEPTN FOR SDEWAIt A Ct1N8 1p•PARABCUC CURVE RAPS WTTIWI }TIE LINTS OE THE RAOJSI10lR.D BE EDGE tF SHgIALHER OR a iWX. INCREASED TO 7-. oPTNONAN. FLOW LANE �:� HRANCE ■ - p WEAR STD. CG-HIS USED FOR ENTRNKES BULT MMDILJE ROADWAY - " - - ` -'- - - - - IWHICH N CONJUNCTION WTiN VDOT PROJECTS. PLEASE Si+XNCE D NOTE THE FOlONIIIri+ :E.r.' tAMNILRE PAETENT SWILL BE CdISiRUCrEO 5'yIN. Ol STREET D TO THE wM IRE EXCEPT ANY 5llBCR STABILIZATION WCgACO FOR TURTLE O DE4RAR ENTRANCE THE ENTPtTANCE.) CAN BE OUSTED IN SECTION A - A � RADIAL (TAB OR COMRBJNiDIN CM GUIDELINES FOR GRADE CHANGED eE�voWwTiH�IE SHALL �rE��T� r[o REPLACEMENT PURPOSES MHEJA Irs(D IN COMAJCTTON MEIN STATDARLD a-3 oR CC•7, TIE aAe FACE oN TINS ENTRANC( VOLRAIE OESJHA.E YMXKAAI SIANNOAAO IS TO NE ADAlSTCO TO WTN]1 M HJCJI !YORE THAN ISOO VPO) as 3 ; MOUNTABLE CAB C0N1UpMtATKIN. SEE STADAlD CC-0 FOR CURD RAP DESIGN YEOLN /SOO-1500 YPOI .132 B i i0 CL USED WITH T16 STANDARD. LOW (LESS THAN 300 vP0) S 6 ; B ; xPLANS ME � LK°IS�E WHEN AWIRED 10 WOET�IP09iR OF ORAJIAGE ACROSS THE ENTRANCE. P°°aRIIiTa't�'OW�T�nMi� ol�ia EWva�EWfc°For wArER. ��'C"TD" METHOD OF TREATMENT- RErER(HNCE CONNECTION FOR STREET INTERSECTIONS sin AND COMMERCIAL ENTRANCES '�°' 7'01 VIRO7RIM pEPMt11EAi RF iRAtLSP01TTAld �•a Dig hole 2-3 times root ball width TREE PLANTER DETAIL 00 SC* cc•TZc S,Nw. XX � X = /YIOSSWA1t 2• HPR �) �- AT Xy 2- HFAER THAN EOGC OF PAVEMENT AiXX SAE AS TOP Or CURB CROSSWALK u TYPICAL PLACEMENT AT INTERSECTION r WITH BUFFER STRIP 5.• " _1 • r WHERE sto. cc•s a-7 IS USED. 3 r•o s O cca -•�-� all CC 2 •li- R , T K5 i wx. r OR OC-3 A I ALTERATIONSPERMISSIBLE ) ' CONSTRUCTION! JDHT SECTION A -A NOTES = B B THS COUNED (PARALLEL A PUSETDOLAR) otsm FOR ILIMT10 6 CAN BE USED WTDI ROAN" RUFTER SU)P. LAMM4 AT BOTTOM Or TWO SLOPING SIDES WIN ILO- X Or MIRE OMENSIDN S. THE SHORT PERPE)DICUUR RUN To THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SFEWALK WITH A WARPED SURFACE - IN CURB RAF FLOOR )O BE CLASS A-3 CONEK It K1ASS A•{ F PRECAST) WITH SUP RESISTANT INTEGRAL CLTECTAIDE WARNING SURFACE COVERING THE ENTIRE BOTH OF TK RIAP FLOOR dJAIP FLOOR WY BE PRECAST DR CAST w PLACE). THE DETECTABLE WRIOM SAIL BE PROVIDED BY AN EXPOSED ACORECATE FV@SK RAP SHAL MOT EXCEED A MAXIMUM SLOPE Or IIrL A SLOPEK' SIDES Or CURB RUMP MAY BE POURED MOIDLHNC4IY MIN RAP FLUOR OR BY USNG PERMISSIBLE CONSTRUCTION JOINT MTN REWIRED BARS. TANGENT PLAN F RAP FLOOR IS PRECAST. HOLES MUST BE PROVIDED fat DIML BARS SO THAT AOJONIG FtAMM SIDES LYTS OF EXPOSED AGGREGATE SIDEWALK CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAP FLOOR PRECAST CONCRETE SWILL BE CLASS Mt, REOURfD BARS ARE TO BE ND S X P PLACED TCENT[W TO CENTER A.OW BOTH SIDES CF THE RAP FLOOR. TAR-Oc"M Or RAID FLOOR. UWAN CONCRETE COVER f%L-. 05 ODRELS. B- CURB RAPS WILL BE MEASURED AD PAD FOR At M CONTRACT TART IN= FOR HYDRAULIC CEMENT LONG 0 12- C•C // CONCRETE SIDEWALK AND ERPOSCD AGGREGATE SDEWALK,COMPLETE-W PLACE. �AHA%MMI� / CDIlS a, JONI CU WR87 MeUA9 AID ER SLOPE TIUNSRONS ADJACENT TO TO CURB RAPS IRE MCLUOED IN PAYMENT WHEN USED IN CONJUNCTION WIN StAOARD OG•3 OR CC-7. THE CURB FACE ON THIS STANDARD IS to rE ADJUSTED TO MATCH THE MOUNTABLE CRIB AD CONFIGURATION, SECTION B-B TCIEIANY of To�BE TPnR>�D t INTERSECTIONSSHOWN IIWWHEREVN THE E AN ACCESSANS OR AS DIRECTED RROUTEE 0 WI�THE NpIT OF M ACCESSIBLE ROUTE IS DEFINED AS A COMTMDUS WAY Or A HGHEAT FICLITY CROSSES A CURB REGARDLESS OF WHETTER SIDEWALK 15 EXISTING- VON STA)IL(. VON MD SLP RESISTANT PROPOSEO.OR NONEXISTENT. THEY MUST BE LOCATED WITW PEDESTRMM CROSSWALKS AS STIORN ON PLANS rACILI YpTIHATT CAN BE APPROACHED. ENTERRED AND EXISTING OO POLES, FIE HYDRANTS. DROP IRILE"TS Or A OR AS DIRECTED BY THE ENGWER, Me 940" iSO,TETC. WILL ALSO ALOCATED II�FFEC PLACEMENT. VEHICLE STOP �� USED BY PERSONS WITH UMITY IMPAIRMENTS. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP I Y. 7101 (ACCESS FOR MOBILITY IMPAIRMENTS) 203.07 VYRGRM DEPARTMENT OF TRANSPORTATION j I >< I A� n STREET AnoRo+LTI SAW s 'wRSAcac AS IAJEFE (RADIUS PO CL AS AOAOwAY SHOWN ON PLANS) DI C '.1 1 (RADIUS TO BE AS RADIALSTgWN ONPI,ATSI CURB ANDTS.SIDEWAOPIIOIAL B- FLOW LJE EXPAFJONJOIN g NOTE=IIDM 'B- r-0- OR AS W INAJILf1E ROADWAY CLASS SHOWN ON TYPICAL SECIIOL A,� PLAN VIEW :. rir G. CONCRETE JOINT SECTION C-C ® CONSTRUCT GRADE CIANIGE'S WITH A PARABOLIC CURVE. ® rN�iE tuacoTa o�iAErE�NTs�a wr)TCP'TEEwvY TRUCK To CURB THE OEPTN FOR SDEWAIt A Ct1N8 1p•PARABCUC CURVE RAPS WTTIWI }TIE LINTS OE THE RAOJSI10lR.D BE EDGE tF SHgIALHER OR a iWX. INCREASED TO 7-. oPTNONAN. FLOW LANE �:� HRANCE ■ - p WEAR STD. CG-HIS USED FOR ENTRNKES BULT MMDILJE ROADWAY - " - - ` -'- - - - - IWHICH N CONJUNCTION WTiN VDOT PROJECTS. PLEASE Si+XNCE D NOTE THE FOlONIIIri+ :E.r.' tAMNILRE PAETENT SWILL BE CdISiRUCrEO 5'yIN. Ol STREET D TO THE wM IRE EXCEPT ANY 5llBCR STABILIZATION WCgACO FOR TURTLE O DE4RAR ENTRANCE THE ENTPtTANCE.) CAN BE OUSTED IN SECTION A - A � RADIAL (TAB OR COMRBJNiDIN CM GUIDELINES FOR GRADE CHANGED eE�voWwTiH�IE SHALL �rE��T� r[o REPLACEMENT PURPOSES MHEJA Irs(D IN COMAJCTTON MEIN STATDARLD a-3 oR CC•7, TIE aAe FACE oN TINS ENTRANC( VOLRAIE OESJHA.E YMXKAAI SIANNOAAO IS TO NE ADAlSTCO TO WTN]1 M HJCJI !YORE THAN ISOO VPO) as 3 ; MOUNTABLE CAB C0N1UpMtATKIN. SEE STADAlD CC-0 FOR CURD RAP DESIGN YEOLN /SOO-1500 YPOI .132 B i i0 CL USED WITH T16 STANDARD. LOW (LESS THAN 300 vP0) S 6 ; B ; xPLANS ME � LK°IS�E WHEN AWIRED 10 WOET�IP09iR OF ORAJIAGE ACROSS THE ENTRANCE. P°°aRIIiTa't�'OW�T�nMi� ol�ia EWva�EWfc°For wArER. ��'C"TD" METHOD OF TREATMENT- RErER(HNCE CONNECTION FOR STREET INTERSECTIONS sin AND COMMERCIAL ENTRANCES '�°' 7'01 VIRO7RIM pEPMt11EAi RF iRAtLSP01TTAld �•a I >< I A� n STREET AnoRo+LTI SAW s 'wRSAcac AS IAJEFE (RADIUS PO CL AS AOAOwAY SHOWN ON PLANS) DI C '.1 1 (RADIUS TO BE AS RADIALSTgWN ONPI,ATSI CURB ANDTS.SIDEWAOPIIOIAL B- FLOW LJE EXPAFJONJOIN g NOTE=IIDM 'B- r-0- OR AS W INAJILf1E ROADWAY CLASS SHOWN ON TYPICAL SECIIOL A,� PLAN VIEW :. rir G. CONCRETE JOINT SECTION C-C ® CONSTRUCT GRADE CIANIGE'S WITH A PARABOLIC CURVE. ® rN�iE tuacoTa o�iAErE�NTs�a wr)TCP'TEEwvY TRUCK To CURB THE OEPTN FOR SDEWAIt A Ct1N8 1p•PARABCUC CURVE RAPS WTTIWI }TIE LINTS OE THE RAOJSI10lR.D BE EDGE tF SHgIALHER OR a iWX. INCREASED TO 7-. oPTNONAN. FLOW LANE �:� HRANCE ■ - p WEAR STD. CG-HIS USED FOR ENTRNKES BULT MMDILJE ROADWAY - " - - ` -'- - - - - IWHICH N CONJUNCTION WTiN VDOT PROJECTS. PLEASE Si+XNCE D NOTE THE FOlONIIIri+ :E.r.' tAMNILRE PAETENT SWILL BE CdISiRUCrEO 5'yIN. Ol STREET D TO THE wM IRE EXCEPT ANY 5llBCR STABILIZATION WCgACO FOR TURTLE O DE4RAR ENTRANCE THE ENTPtTANCE.) CAN BE OUSTED IN SECTION A - A � RADIAL (TAB OR COMRBJNiDIN CM GUIDELINES FOR GRADE CHANGED eE�voWwTiH�IE SHALL �rE��T� r[o REPLACEMENT PURPOSES MHEJA Irs(D IN COMAJCTTON MEIN STATDARLD a-3 oR CC•7, TIE aAe FACE oN TINS ENTRANC( VOLRAIE OESJHA.E YMXKAAI SIANNOAAO IS TO NE ADAlSTCO TO WTN]1 M HJCJI !YORE THAN ISOO VPO) as 3 ; MOUNTABLE CAB C0N1UpMtATKIN. SEE STADAlD CC-0 FOR CURD RAP DESIGN YEOLN /SOO-1500 YPOI .132 B i i0 CL USED WITH T16 STANDARD. LOW (LESS THAN 300 vP0) S 6 ; B ; xPLANS ME � LK°IS�E WHEN AWIRED 10 WOET�IP09iR OF ORAJIAGE ACROSS THE ENTRANCE. P°°aRIIiTa't�'OW�T�nMi� ol�ia EWva�EWfc°For wArER. ��'C"TD" METHOD OF TREATMENT- RErER(HNCE CONNECTION FOR STREET INTERSECTIONS sin AND COMMERCIAL ENTRANCES '�°' 7'01 VIRO7RIM pEPMt11EAi RF iRAtLSP01TTAld �•a :. rir G. CONCRETE JOINT SECTION C-C ® CONSTRUCT GRADE CIANIGE'S WITH A PARABOLIC CURVE. ® rN�iE tuacoTa o�iAErE�NTs�a wr)TCP'TEEwvY TRUCK To CURB THE OEPTN FOR SDEWAIt A Ct1N8 1p•PARABCUC CURVE RAPS WTTIWI }TIE LINTS OE THE RAOJSI10lR.D BE EDGE tF SHgIALHER OR a iWX. INCREASED TO 7-. oPTNONAN. FLOW LANE �:� HRANCE ■ - p WEAR STD. CG-HIS USED FOR ENTRNKES BULT MMDILJE ROADWAY - " - - ` -'- - - - - IWHICH N CONJUNCTION WTiN VDOT PROJECTS. PLEASE Si+XNCE D NOTE THE FOlONIIIri+ :E.r.' tAMNILRE PAETENT SWILL BE CdISiRUCrEO 5'yIN. Ol STREET D TO THE wM IRE EXCEPT ANY 5llBCR STABILIZATION WCgACO FOR TURTLE O DE4RAR ENTRANCE THE ENTPtTANCE.) CAN BE OUSTED IN SECTION A - A � RADIAL (TAB OR COMRBJNiDIN CM GUIDELINES FOR GRADE CHANGED eE�voWwTiH�IE SHALL �rE��T� r[o REPLACEMENT PURPOSES MHEJA Irs(D IN COMAJCTTON MEIN STATDARLD a-3 oR CC•7, TIE aAe FACE oN TINS ENTRANC( VOLRAIE OESJHA.E YMXKAAI SIANNOAAO IS TO NE ADAlSTCO TO WTN]1 M HJCJI !YORE THAN ISOO VPO) as 3 ; MOUNTABLE CAB C0N1UpMtATKIN. SEE STADAlD CC-0 FOR CURD RAP DESIGN YEOLN /SOO-1500 YPOI .132 B i i0 CL USED WITH T16 STANDARD. LOW (LESS THAN 300 vP0) S 6 ; B ; xPLANS ME � LK°IS�E WHEN AWIRED 10 WOET�IP09iR OF ORAJIAGE ACROSS THE ENTRANCE. P°°aRIIiTa't�'OW�T�nMi� ol�ia EWva�EWfc°For wArER. ��'C"TD" METHOD OF TREATMENT- RErER(HNCE CONNECTION FOR STREET INTERSECTIONS sin AND COMMERCIAL ENTRANCES '�°' 7'01 VIRO7RIM pEPMt11EAi RF iRAtLSP01TTAld �•a ��'C"TD" METHOD OF TREATMENT- RErER(HNCE CONNECTION FOR STREET INTERSECTIONS sin AND COMMERCIAL ENTRANCES '�°' 7'01 VIRO7RIM pEPMt11EAi RF iRAtLSP01TTAld �•a EE') U O U Id PR POSED GRAD ►"� .•-. I BOZO`nZ0 � ._0 O N rn _ vim-�� ('i�1 ETD ^ M -I- I rn°p?o ^ � ; � zz I Ev �+ 1.5' MIN CLEAR � i l � � � ? z / / \ ' ^ - i I "/ � DIA 18in.CPP _._. ___• ---- -LOP __1.3.�� ---- ----6 ��. -.. C16 L N 124 RIVING GRO ND ! . _ - r _ ,• 1 Sin.CPP � SLO .E 1.19% Ev � � SLOPE 1 81 i D A DIA 8in.CPP SD` 9 � DIA 24n.CPP-- SLOPE 1. 0% o az C14 LE 160 w li � �� + i i i I ��ZO LEN � SLOPE �° � 1N DIA 24i .CPP SLOPE DIA 24in.CPP FC'L51A'f 755 U N r\ ac CI: t•- Z 750 74500 0 LUL1 z w 740"Inn in 735 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 CUVERTS 12 -- 17 `- , T B B- • 1'+Y 1114S gECONFiE1TIAAE OPTMANOI OF WWI IBE PAD GUTTM N 7' IS NOTES )- THS ITEM WY CL PRECAST OR CAST N RAGE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, N000 PSI F PRECAST. 3• COINBNATION CURB � GUTTER HAV G A RADIUS OF 300 FEET OR 1E33 tALONK) FACE OF CI1RB) 511/l1 FOR AS RADIAL COMBNATCM CUPS L 4.F01E USE WITH STABLREO fiM]I•GRADiO ORANAOE lAyYgg((�y�R]�,,(TyJF,E BOTTdT�OF� T)E CURB Tp TFWETSLROPE DF CL COURSES 1RAlE7. fA1D TO THE DEPTH Of THE PAYE)AINT. S. THIS CURB MAY DE USED WHEN DE3ICNN SPEED IS 40 MPH TUT LESS ON RURAL HF6HPtAYS AD 45 1PH OR 1E55 N DEVELOPED URBAN L S16lDBAP AREAS. F THESE OESKiH SPEEDS ARE EXCEEDED sTArowD cc-7 a PEIAJRED. • •1 THE 80ttO1 OF THE GUPR lIID lA)TTErt MAY CL CONSTRUCTED PARALLEL TO THE SLOPE CL SUBBASE COURSES PROVIDED A ANTRUM DEPTH OF LNAIRANED. r � COMBINATION 6" CURB &GUTTER 502 YIRlFA OEpPRTEEHT OF TRANSPORTATION ZOLO.T N7DTH OF TOP OF EMBANKMENT (81) z TOP OF EM1 E1EV. (B) EMERGENCY OVERFLOW PROVIDED DETENTION POND POND A POND B POND C ELEV. (A) TEMPORARY SEDIMENT TRAP POND A POND B POND C EMERGENCY OVERFLOW ELEV • A N/A 7418.10 743.55 EMBANKMENT SIDE TOP OF EMBANKMENT -B 751.50 747.10 74455 SLOPE HORIZONTAL WIDTH OF TOP OF EMBANKMENT (MINIMUM} B1 8.00 8I.00 8.00 (1313) TO 1 VERTICAL EMBANKMENT SIDE SLOPES (FEET HORIZONTAL TO 1 FOOT VEI7TICALJ- 63 3.00 31.00 3.00 RIP RAP VOLUME CL A1(C.Y.) - C NIA 21 32 DISCHARGE PIPE DIAMETER (IN) - D 18 18 24 V.D.O.T CLASS DISCHARGE PIPEINV.OUT -E 745.71 738.02 738.00 Al RIPRAP (C) DISCHARGE PIPE LENGTH (FT) - F 57 981 50 DISCHARGE PIPE SLOPE (°k) - G 0.50°h 1:10% 0.80% DISCHARGE PIPE INV. IN - H 746.00 7410.00 736.40 EMBANKMENT SIDE DISCHARGE PIPE TYPE• H2 CPP Ci'P CPP SLOPE 1 VERTICAL RCP STAND PIPE OUTLET STRUCTURE TYPE - I 4 FT DIA 4 FT DIA 4 FT DIA OUTLET STRUCTURE TOP -J 748.90 744.40 741.05 OUTLET STRUCTURE WO ORIFICE DIAMETER (IN) - K 5 12 19 OUTLET STRUCTURE ORIFICE INVERT - L 746.00 74A.00 736.40 � TWO YEAR STORM ELEV - M 748.33 744.40 741.04 / TEN YEAR STORM ELEV - a 749.07 745.62 742.79 / 100 YEAR STORM ELEV - 0 749.47 748.07 743.55 CLAY CORE TOP - P 749.07 745.10 742.55 ANTI -SEEP COLLAR DIMENSION (IN) - 0 NONE NONE NONE � Lj_ / EMERGENCY OVERFLOW WEIR LENGTH (FT) - R N/A 20 30 � TRASH RACKS (TR) REQUIRED YES! NO YES YES YES 190 ANTI VORTEX DEVEICE REOD. (YESMO) NO NO NO w w ✓ o lG\ qt� ' J BARREL LENGTH IN SATURATED ZONE L (FEET) 18 27 28 �,. � (fi �pE DESIGN FLOW IN EMERGENCY SPILLWAY 0 1223 51.37 1 �IC7TM CONUR � QiP?,?,JAGp 001V1_1 OUTLET PROTECTION CLAY CORE TOP AT ELEV. _ (P) 010 (cis) NIA 14 36 �( DIAMETER (IN) N/A 18 24 �pING g2 DISCHARGE PIPE INVERT ill = (H) WIDTH (FT) WA 14 24 LENGTH (FT) N/A 12 22 DEPTH (FT) N/A is 1.8 RIPRAP CLASS NIA Al Al SEDIMENT BASIN AND DETENTION POND OUTLET DETAIL not to scale R Concrete Cradle for tso feet EMERGENCY OVERFLOW WEIR SECTION NOT TO SCARE U S 0 O '< ACCESS TO STAND PIPE IS oTHROUGH TOP OF STRUCTURE 5 S W 100 YEAR WATER SURFACE � n ELEV. _ (0) � o BERM TOP ELEV. = B CONSTRUCTION) 10 YEAR WATER SURFACE ELEV. _ (N) 2 YEAR WATER SURFACE ELEV. _ (M) PROVIDE 60 FOOT LONG DEWATERING DEVICE. SEE DETAIL THIS WfL1 BE AT THE WO OUTFACE OF THE STAND PIPE FOR SEDIMENT BASINS REMOVE FOLLOWING SIiE STABtLIZA110N -WO ORIFICE DIAMETER = (K) INVERT AT ELEV. _ (L) (FlT WiTH DEWATERING PIPE DURING RREMOVE DEWATERING PIPE FOLLOWING SITE STABIUZA710N -PROVIDE CAGE FOLLOWING SITE STABILIZATION TO PROTECT ORIFICE. SEE DETAIL - PROVIDE CONCRETE ANIIFLOTATION BASE AS READ 7 DIA. 1.0 FT THICK, STAND PIPE 0.5 FT INTO BASE NOTES. - EMBANKMENT TO BE PLACED AND COMPACTED IN 8" LIFTS. NO TOPSOIL, ORGANICS, OR STONES GREATER THAN 6" DIAMETER SHALL BE USED. MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT PLUS OR MINUS 2% OPTIMUM MOISTURE. CLAY CORE TO EXTEND 5 FEET BEYOND ENDS OF EMBANKMENT, AND 2 FEET BELOW EXISTING GRADE THE TOP OF THE CORE SHALL BE AT ELEV. _ (P) . DEPTH OF CORE TRENCH 15 GENERAL, ACTUAL REQUIRED DEPTH SHOULD BE DETERMINED BY SOILS SPECIALIST AT THE TIME OF CONSTRUCTION. MAXIMUM SiDE SLOPE IS 1: i. CLAY CORE MATERIAL SHALL MEET THE FOLLOW?NG: UNIFIED CLASSIFICATION: SM, SC, ML, MH, CL OR CH. PAR11CAL SIZE: 95°G PASSING 1/2" SIEVE. rye EMERGENCY OVERFLOW ELEV. = A WZ(Y r Z Q G1NIq W � -1 J � 3 z oQ Q p o w <t Z � wow �WC� VO L� N �� wOw W 6 v w �a li. � o cc) '=1 0 � �°wwoo - o cD � za O � .� U a o L U u' r�•�- O � c= n• � a- � � w W F- 1= Z N �- A � W/ � O � (.lN�y.) Z W� Z > wO � w � I- Q wLjj •��♦♦ • ■•N I■■■■ f • ♦ 1 BLOCK &,- GRAVEL CURB INLET < �-- �; AP —wo ro—: 1 1, •t I �� -�jLd I 0 M"i CURB INLET l ,�•�=i�-raj'^• �91 Ask •�, r. •,•:�.T B�'i w.7-1, I ' I ♦w�l ■■ ■ I' ■`` r u ♦♦ =�1 ` .� : 1`. • ^• � • ;` '••r �>t \1 , ram, li �♦ '� 1iI � \ ,y'•i.III �It. • • .� t • cliINC ':1's>"�.�.,: i�� -y�� 1��=�1 1 • 1 •:�.'.;r_:`�=:��1.•' �•L� ♦ 1 . \ t \ w••\ ',1...[{{{ `� •, 11 - • t j �.I � jal,.If ��♦�`;Af 1'/��i ! �I��rlt \ i�i�r�11� • • • t3H��` • 1 • " - • .. 1 1 ,•,/i ��® �t,�•'' 1 IAA) h , � �i''■1 ' • • �`'d�,.-�`r;t,�,�.,.•�•�•_. •w;-I�NI''r �..•r� rna•vvsw�•n�•o:.1:. ..} •1l ��!.em,•-s•--_.�;'■ ,w.i1- ,a .,. •'i•'b��1•`s'1_ 4- f.•ir .1 i , •r t• • . N �i:��.:,,�,�•:,•'•i.•�.�;•r��•i•= , -1.��,. v!•\�Ir �'I�1�.t�►,,,Jw.'♦1ll. ,r�t�`� I�t1r� if►r` ��MI►lom•.ir.1♦��l�jc`tt��iw:j♦)��Il►�1.i'>1r��>•�-�ai♦•�•)�a�'�rrflI•�rs rI�t►♦..��rt.)�,�r`,•,v'♦I�,♦i ►waw�;,.�� 1 `wI��I•i,(�•: ►11♦•�>r�;�Itwi/. .�IlrI/�i•..w�" ir�.�>.♦tw ~.a�►�►w.�,av'f %-+`� .,•-��t.J<L�■I)1 ';l:►w�•�i„�••�jrI tIr.lJ�lI►�' ♦ ��.rrI.t�'!►`<,f•.,. '\ r♦, � �I ��,••q1�1 C� • • , • • r��i_rI ♦'i' f• • ^« GRAVEL FILTER GEOTEXTILE ._ .•t.t....•..�.......... •u.. ... .r..._..r. t �. SECTION SECTIONRUNOFF • «GEOTEXTLE r • , .• a • • 1 • •a 1 • WATER NTH FILTERED WATER U) 1 1' • a • SEDIMENT If • PIZFOR MULTIPLE LINE • �. - , .�ri N ' — •�?•=oath' ►� _ 1;�Ito _ m m MTALLAT04S DWNSION S IS TO GOVEIRM THE PROTECTIONMIN. 3S��f,�r•��•� •, ��`1 �i'• �� =11� =11� ly,. a. ♦ •` .�I ,.• _ `•`�IIIIU_i� _ i • • OUTSIDE THE CHANNEL WIDTH (W). wow CONTROL STONE 2. ON Amy SECONDARYy%CTM IS SPECIFIED ON PLANS. CONSTRUCTION IS too WHERE NO ENDWALL OR EW1 �, ••�� ;at ,,,�:.�y- — =— — '=-ACCORDANCE WITH THE SPECIFICATIONS. -III�I 111�I_111111==IIIIII—unu — SEDIMEN To BE IN ACCOROANCE WITH DETAIL 2 SHOWN ABOVE. rl 00 3. GEOTEXTLE rABI;NC TO BE 04STALLEO UNDER ALL EROSION CONTROL STOW IN WIRE SCREEN U) 0 CO CURB INLET 4. S : DIAMETER OF CIRCULAR CULVERT OR SPM FOR BOX. ELLIPTICAL OR ARCH T._ _ultll �_= H DIAMETER OF CIRCUILAR CULVERT OR RISE/HEIGHT FOR BOX,ELLPTICAL OR AP:�IIIII :3_ •: ti "''!'�: ••i I r:"�ii Ili.. ��.�►-5.)(USE TYPr.& SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DMTH SPECL41 APPLICATION 4� CEOTEXTILE 1 •,ir•r/,y �OF CHIANNIEL. MATCH EXISTING (MICH OR NATURAL GROUND. 0 —C'4 FABRIC`��1 •�� 1 1 ' .111•JII 1 I 1 • • " I ,.) • 1 1 1 ' • 1 • • 1 • « • DEPTH `t�;r�: �'':.�r:?.�i��' `��/%� 1 D► • 1 1 1 CURB 1 101' OVERFLOW CAPABILITY 1 j 1/( t SECTION 8-8 • �� 1 Oi • 1 1 1 1 ' 1 1 ( • '• �® .• 1.. 1/ 1' 1• • • •' �llllll ��r7 ., • 1 Lo 1 • • 1 • 1 1 1 1 1 ••• 1 1 r:r:1 I,u y::•11 1 11 :1 i, 1r•, rirr ' h 303 �Z: i,i • SILT FENCE CT T I'VER T INLET TYPICAL TREATMENT 1 TEMPORARY DIVERSION DIKE PROTECTION(SOIL STABILIZATION BLANKET) S T ONE CONSTRUCTION ENTRANCE J (n o � ENDWALL INSTALLATION CRITERIA 70' MIN. EXISTING PAVEMENT 1 A 3 5:1 Compacted Soil ANCHOR sLor 1 — APPROXIMATELY 200 STAPLES REWIRED 18" min. I I I 1 I TOE of FlLL PER 100 SO. YDS. OF MATERIAL ROIL FILTER CLOTH 8- MIN. A (OPTIONAL) PER BERM I I i 1 —Flow CULVERT CHECK SLOTS TSLOo BE BURIESLOTS6' TO 127. SIDE ELEVATION � Q o 12" MAX. 4.1 OR FLATTER EXISTING GROUND 8' MAX. STEEPER THAN 4:1�I I� JUNCTION SLOT EDGE AND END JOINTS I t I 1 1 1 1 I I I 70' MIN. CHECK SLOT` TO BE SNUGLY ABUTTED 4.5' min. (J (JUTE MESH WILL HAVE I I I B VASFRACK 10' MIN. IMMINAL FOLD STAPLED LAP JOINTIN I REQUIRED - LIEU OF EDGE JOINT) I I 1 11 I -- --o — LAP JOINT 2• MIN. TAMP FIRMLY (`JUTE MESH ONLY) I I I • 1, 0' NM ° 12' MIN. �— I ANCHOR SLOT 1 I EXISTING ° TOE OF FILL �� 3' MAXSTEEPER THAN MAX 4-1 OR T 4�:1 I I IUj 1 ROCK CHECK DAM REOT � 'D ° ° B6- TO 12' I 1 1 I VDOT •1 1 �POSITIVE DRAINAGE 10' MIN. DISTANCE IS ' MINIMUM IF FLOW 1 I I I I I COURSE AGGREGATE B TO SEDIMENT IS TOWARD EMBANKMENT 1 I TRAPPING DEVICE � �11111�• Q SOURCE: VA. DSWC PLATE 3.09-1 FLOW • MUST EXTEND FULL WIDTH 'CHECK SLOT OF INGRESS AND EGRESS I 1 I I OPERATION PLAN VIEW REQUIRED STONE COMBINATION TAMP �,E� �°T ' ' � � ' � 12' MIN. FIRMLY .• 1 VAR. VAR. Ij'^ W s- TD 12• PLAN VIEW 3' MIN. g_(.1iet. 1.5' STAPLING DIAGRAM 3' MIN. `CHECK SLOTS AT MIN. ■ } STAPLE FORMED FROM NO.11 STEEL WIRE. 50' C-C INTERVALS; FILTER CLOTH 4'x 4' Post 2'x 4 �P 8-STAPLE MIN. LENGTH FOR SANDY SOIL NOT REO.'D N1T,i ALL SECTION A -A 6- STAPLE MIN. LENGTH FOR OTHER SOIL •COMBINATION -BLANKETS h 6'-7' {► FLOW JUNCTION SLOT TAMP ( 2.5, FIRMLY TERMINAL FOLD .--_ ;�, . _.• 4':4•'gnDDW RAL 2. typ• SCW(C Moil TAMP FIRMLY Dfls = _ ��. :• c •.: 4 .. Y y ' +�'• . 1011r�r--4'ID�C -.`� (.-.-�• t�. Mahn Nois �,. ••` r � `'+J,'•`••_`-� r�-;•`_ice e• '+• ��QM 12M FM I �- ./1" 01f71IP 4' -w r= Or AIED> >' `VDOT /3, #357. 05, 156 OR #57 COARSE AGGREGATE ASS I PoErRAP V %A TO REPLACE SILT FENCE IN - HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED REINFORCED CatICRETE DRAIN SPACE O Z s. s .om nit r MEM (S s C r/ es A p Q .IE I.smoml (gAl oaKs> >E SOURCE ADAPTED from YDOT Stortdard sheets and Va. DSWC PLATE. 3.08-1 SECTION B - B Q Z S j/ s SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36-2 Rj SDURCF-ADAM from 19a3 fta nd Standards for Sol tM w and Stltfltn•ttt Control, and Va. Dw Plate 3.02-1 wco _ • zU� \oor cc 1 Z If Mk r avMwol im AT moec FJCII POST FDOIN iv x CrIML OF 4) Q W W 2 U SECTION A x 4' O 1z, � —►O o H H 1� V PLAN VIEW 4'x C Post 4'x 4' Post C:1 0 tot r 0 U �I w cArs of MAY FM som ST w O W a 1- 0 12' ►tel. to a- b UL Ilal3 N CMKKX O_ Q lotm 6A11S N 691 _ _ 0 0 MD am /OMgB �` , , M � ex 4' Post N re) AIL pans c r i7 O (n (n v i s4 N w W 1— 0 Fil Post Hole with i Part MEW Z m Z "• Dry Concrete Ilbc and i Part p Excavated Sol. Thoroughly v �i f0 mo Y y , — Tlrlyl Concrete Mix and Sol v w w ►- �-•• tum � Boomsin to �inate Voids. Z > w -1 w 0 - r POST SET TAIL F Q Z v = FRONT ELEVA110N cr� Fr STANDARD TRASH ENCLOSURE DETAIL vvi t j SCREEN FENCE DETAIL on `t O o <t U U o .�' Q O Z of 1 Ld 0 0 �Npp 0 zM r B w LU z w = JN an p U 1 Il rj - i E-.-. _ _ _ _. _.. _.. __-___ _...._ _ _.. ___. �_ _ _. _ _.. _.. f 4,. i4 r �+� �� nQ _: �/ %� z � (,;� J O 51� ,. ��;.<,� f , i,�r� i,:,�_ � ,, _ ; �'1 -,._. J r CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County. Sanitation Authority and the contract documents: 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions- encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authoritys Water and Sewer Standards and Specifications are available at www.fcsa-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer Line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authoritys maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover sh all be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4 and 1" water services. d For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line: The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any .water service line must have a backflow prevention assembly (double check valve or RPZ, as required).. The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines- shall have a fire service meter assembly and a backflow prevention assembly (detector double-check .valve or RPZ; as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read. remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency'vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. 1 VIRGINIA DEPARTMENT OF TRANSPORTATION RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR 01i e q u o11 a�I �S teri al �I stri ct CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. Frederick Coulm-Ay, Vi��inia Proposed Ilse: Commercial Vl. All work on this project shall conform to the current editions of and latest revisions to the V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or density as determined by AASHTO T-99 Method A, within plus or minus 2% of local regulations. In case of a discrepancy or conflict between the Standards or Specifications optimum moisture for the full width of any dedicated street right-of-way. At the and Regulations, the most stringent shall govern direction of VDOT, density tests shall be performed by a qualified independent V2. All construction shall comply with the. latest U.S. Department of Labor, Occupational Safety and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to 'VDOT daily, unless specified otherwise Health Administration (OSHA), .and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V15. VDOT Standard CD and UD underdrains shall be installed where indicated. on V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, these plans and/or as specified by VD!OT. shall be in accordance with the current edition of VDOTs Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of VI 6. The installation, of any entrances and mailboxes within any dedicated street right - of -way shall meet VDOT minimum design standards and is the responsibility of the VDOT Road and Bridge Specifications. the developer. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including V17. Prior to VDOT acceptance of any streets, all required street signage and/or traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility pavement markings shall be installed by the developer or, at VDOT s discretion, companies. It is the sole responsibility of the developer to locate and identify utility facilities or by VDOT on an account receivable basis following the Manual On Uniform items that may be in conflict with the proposed construction activity. VDOT approval of these Traffic Control Devices. plans does not indemnify the developer from this responsibility. V18. The developer shall provide the VDOT (Residency Office with a list of all material V5. Design features relating to field construction, regulations, and control or safety of traffic may be sources prior to the start of construction. Copies of all invoices for materials subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of utilized within any dedicated street right-of-way must be provided to the local any field revision shall be the responsibility of the developer. VDOT Residency Office prior to acceptance of the work. Unit and total prices V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT may be obscured, land use permits for any work within VDOT right-of-way. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a V7. If required -by the local VDOT Residency Office, a pre -construction conference shall be arranged mechanical spreader. Density will be determined using the density control strip in and held by the engineer and/or developer with the attendance of the contractor, various County accordance with Section 304 of the VDOT Road and Bridge Specifications and agencies, utility companies and VDOT prior to initiation of work. VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the to any required or requested inspection. VDOT Road and Bridge Specifications. Density shall be determined using the V9. The contractor shall be responsible for maintaining adequate access to the project from the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. shall be submitted to VDOT daily, unless specified otherwise. A VDOT Furthermore, access to other properties affected by this project shall be maintained through representative shall be notified and given the opportunity to be present during the construction. The Developer shall have, within the limits of the project, an employee certified by construction and testing of the control strip. the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -six - Control who shall inspect erosion and siltation control devices and measures on a continuous (36) inches and larger shall be explored below the bottom of the excavation to basis for proper installation and operation. Deficiencies shall be promptly rectified. determine the type and condition of the foundation. The contractor shall report V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at findings of foundation exploration to the engineer and VDOT for approval prior the end of construction. to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is V11. All water and sewer Tines within existing or proposed VDOT right-of-way shall have a minimum encountered, the foundation design and/or need for foundation stabilization shall thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at be determined by the engineer and approved by VDOT. conflict points. V22. Approval of these plans shall expire three (3) years from the date of the approval V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, letter. voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease V23. VOOT Standard CG-12 Curb Rams shall be installed where indicated on these P plans and/or as specified by VDOT. in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed V13. All fill areas, borrow material and undercut areas shall be inspected and approved on these plans in accordance with VDOT?s installation criteria. Final approval of the by a VDOT representative prior to placement and fill. Where CBR testing is guardrail layout to be given by VDOT after grading is mostly complete. required, a VDOT representative shall be present to insure the sample obtames is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Vicinity Map Scale 1 "= 1000' November 9, 2004 Revised: January 14, 2005 ilbert w. clif ord 4 associates Engineers - Surveyors - Land Planners - Water Quality a division of Patton Harris Rust & Associates, pc 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 Fredericksburg, Virginia 22404 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-3230 FAX: (540) 665-0493 SHEET INDEX 1 COVER SHEET 2 KEY MAP 3 RTE. 277 IMPROVEMENTS 4 WARRIOR ROAD IMPROVEMENTS 5 LOT 5 SITE PLAN 6 PHASE 1 EROSION CONTROL PLAN 7 GRADING & PHASE 2 EROSION CONTROL PLAN g GRADING & PHASE 2 EROSION CONTROL PLAN `9 LANDSCAPING PLAN 10 UTILITY PROFILES & DETAILS 11 STORM PROFILES Owner/Developer: David B. Holliday 12 STORM PROFILES, & SWM AND MISC. DETAILS P.O. Box 2715 13 SEDIMENT CONTROL AND MISC. DETAILS Winchester, Virginia 22604 (540) 667-2120 LOCAL UTILITIES Frederick County Sanitation Authority a.'I ERCSION CONTROL P. 0. Box 1877 Winchester, Virginia 22604 l; ,Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public (540) 868 1061 P.O.C. John W:.r-'s staff to discuss the approved erosion and sediment control plan. No pre -construction .meetings will be scheduled prior to Whitacre issa,ra�.e of the land disturbance permit for the subject project. 2 Vontractor to contact the public works department to schedule the required erosion and sediment control measures inspections h Allean g y Power eF,?..icated by the program 'administrator. If the erosion and sediment control measurers have been installed in accordance with the 3463 Valley Pike approved plan; the Department" of Public Workswill grant approval to initiate land disturbing activities. 3. Prior to building the following items be completed: release of permits, shall Winchester, Virginia 22604 a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, (540) 722-5852 P.O.C. Cindy Laing curb and gutter, siidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified .as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the Verizon as -built which states that the subdivision has been constructed in accordance with the approved plan. 404 Hillandale Lane c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for Winchester, Virginia 22602 each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia (540 665-3156 P.O.C. Ter ) Terry PErosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed Adelphia Cable at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days 1039 N. Frederick Pike when construction is not in progress. Winchester, Virginia 22601 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 6' topsoil, (540) 667-0364 P.O.C. Dave 7. All unpaved areas of the site which are disturbed by this construction shall be provided with Cesefske fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Shenandoah Gas P. 0. Box 2400 THE DEVELOPER SHALL PROVIDE THE FOLLOWING: Winchester, Virginia 22604 1. BENCH MARKS WITHIN THE SUBDIVISION ADEQUATE (540869-1111 P.O.C. Tim Hockman FOR USE BY HOME BUILDER TO GUIDE LOT GRADING ) AND FINISHED FLOOR ELEVATIONS. 2. AS BUILT PLANS OF SUBDIVISION IMPROVEMENTS TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. 6 P l LDSA.T MHISLOWSKY, JR. x C> NO, 020674 H .o21 - Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: Sheet Number 1 of 13 � {` � , - tf' w J LLJ 11 co V ' z TM 86-A-1028 MICHAEL E. AND MYRA J. CROKE ,I ZONED: B2 USE: HOMEPLATE / nor �j + ( PROPOSED 10' PFDESTRIMI ACCESS EASEWINr INGRESS DRESS ESIJT. O q .0 r t1 132 'r0' <Or77 Q� O i t r �7 Q 1, / � �r'c V��p� 6 6 +� � r Q�`' TM 86-A-102c /� for ! 1 RICHARD L. AND LINDA J. TALIAFERRO �� 4b 1p 1 INST.# 010018120 �+ Q: ZONED: B2 ; r- •� i USE: OFFICE to SLOPE nRANncE E51I1 o ��✓ for / OPEN SPACE 20' DRAINAGE ES1AT. -...wair LOT 5 Ext5JNY1(J L1RAWAGE \�.._..' rr209,035 SFEASEMENT Q I= 43 u �0 O� ZoO z cj �gaw O � N� Q Z) # y 205QOr`�-25 ACCTT�£' BUFFER --'''-- -7 Q P�OSED 10' rA`E�7 7 yYK.a.�A I. WESTERLY PORTION 0 EASTERLY PORTION OF PIN 86-A--102 ��PIN 86-A--102 t IiF.1 90,610 SQ. FT.:`' or <1,'�,,`',,'; 506,814 SQ. FT. or .0801 ACRES --� 11.6348 ACRES LOT 4 (- / J.E.J.P. CORPORATION �. 35,912 SF �o- :,� 4, D.B. 740 PG. 515 LOT 7 "', � , 0' SLOE At DRANAt� ESlll: ,t„ pg D.B. 768 PG. 1797 42,770 SF i I S EZONE B2 / x.SW. SEVER EASEAIENi" -PROPOSED 10' PfDfSIRAW ACCESS EASEAAW / �^ PROPOSED A AWAME E51HT 40 j EX 15' SLPE OAIAN/TE "%W & "2V / G /car tl NNTER EASEAIEM IRA / - - , (TD BE YACHTED) 1 /WC=4 L01.)l PROPOSED R�6. W. DEDICATION CIF PJav f 8 ; ' 20'x25' WN EASE1190 / ' D 2 1741 . LOT 3 R o.w / L f OT ; ; ? f 82,91f0 SF C,417ON 1 t�, / 42,59 O _ � �, 1 LOT 2co 15 0; 83,921 SF C�) X / i R. 0: a�a�cArioN 1 o LOT 1girl, 57,994 SF / PFAVM TO' P � ACCESS FAs�r+r Q Lt / PROPOSED R.O.W. DEDICATION 'PROFJOSOL-- mob" - ^ wor&SEIIEaTr EASEI�yr / a o TRA�c sr o'� w _. 10 SLOPE At MAIM ESLIT I. J = 2 ! PROPOSED R.O.W.�PG ,s, ,,;;,, '20 , ;;�',j (, (PORTION YACAiED) i AlbB' "21"W r \ i t 1 t t .y `; , 1 .l t j + 1 t 'i i +., j :, \1t ,i` 1 ;� tt 11 `'y ,, i 1 ; 3 1 10' t 1 S t t t , DEDICATION CATI O N i ED t ; : t : I i t 4,Tsg 1V78492191,EX Rtma 77 1 4 0 SANTARY Sf11ERt i --= --*rt 1941 PC. �"- `�. t 1 t 1 ' `,�, t 1 \ t t t j,t 10! SLOPE WAAGE ew. VA. SECONDARY R -- (M1E"�D) VARIABLE WIDTH ROW 4.5'a5• rrokF. ,. ,. UH TM 86-A-103 LEROY ORNDORFF ZONED: RA USE: VACANT o uss�� WARRIOR C.L CURVE RADIUS LENGTH DELTA TAN CHD. BRNG. CHORD 1 450.01 110.36 14'03'03" 55.46 N14'09'07'E 110.08 450.00 206.33 26' 16'14" 105.01 S20' 15'43'W 204.53 1000.02 248.77 14,15'11' 125.03 S40'31'26*W 248.13 1511.30 J 235.75 8'56'16' 1118.12 1 S5Z07'09"W 1235.51 / TM 86-A-104 CLARENCE AND NORMA LUCAS ZONED: RA USE: RESIDENTIAL POSTED SPEED LIMIT = 45 MPH_ 9000 A. D.T. ^` r / f TM 86-A-105 PAUL V. FUNK D.B. 720 PG. 563 ZONED: RA USE: RESIDENTIAL ! r, TM 86-A-117A ( I GREGORY A. BUTCHER J TM 8B-A-106 / INST. #030019055 GREGORY A. BUTCHER TM 86-A-107 ZONED: RA / INST. #030019055 / STEVEN ALLEN STICKLEY USE: RESIDENTIAL ZONED: RA D.B. 532 PG. 482 USE. RESIDENTIAL ZONED: RA USE: RESIDENTIAL GR4p)MeSO4LE 50 25 0 50 100 /N FEET ) 1 inch = 50 ft. �D Q J �R V SUBDIVISION SUMMARY PARCEL: EASTERLY PORTION OF P.I.N. 86-A-102 EX. LOT AREA 11.6348 ACRES RIGHT-OF-WAY DEDICATION 0.5880 ACRES LOTS PROPOSED 5 MINIMUM LOT AREA 35,912 S.F. PARCEL: WESTERLY PORTION OF P.I.N. 86-A-102 EX. LOT AREA 2.0801 ACRES RIGHT-OF-WAY DEDICATION 0.1372 ACRE LOTS PROPOSED 2 MINIMUM LOT AREA 42,593 S.F. CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENTBEARING CHORD C1 117.71 480.00 14'03'04" 59.15 N14'09'07"E 117.42 C2 192.57 420.00 2616'14" 98.01 S20'15'42"W 190.89 C3 241.30 970.00 14'15'12" 121.28 S40'31'25"W 240.68 No w z �o' Qw(0d 1- VO tmnWaaoQ (� (n w� wI WCJ oo 0-1 wa oN °wo_ w 0 I-- U W � 7 0- uIr o\ ^ o 4 N � 11 -0) <D (D NN�`1C7 U (,0 (0 �l VI a+ 0O 0 V zQ .CO o a © U 0 0 p � 0 ca i � O LL; Ge 4 acd � b I ;0 0) 0 r- 'V C) a' 0 m o0 N 0 Q N to O ulmil 0OD �N N CO O v C) W O W W t3g OF- jaz pZ cc Z W U _o LLj WY U z W W 0C 0 F- z o o0 "- to Fn LLJwof 0 0 N U U Z O j W F J Q w w w LL' N wp w Uz0 w w I U Q U Q a U N LLJ z w w � N Z w n o c> �e- V� 11 �- �'S � F z ' Y� d� n � 4 .ca i wrasX: Wuxi.#sae!rax�rarm.�:xnsaaan'zcxwx'xa ix .••�em.s y, 4•� � s. - 3, y a'N # yy k XL I I -NTe tp a✓ •L� y` 1Ss31' } b k Fiji �3✓ N'm I �'' ''r»` 1F` �• � Nu F �'„'� e Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 40 744.97 744.90 16 24 0.44 CPP 41 745.65 745.07 131 24 0.44 CPP 42 746.00 745.75 57 18 0.44 CPP 43 747.82 747.54 28 15 1.00 CPP 44 749.01 748.02 100 15 1.00 RCP 45 747.82 747.54 45 15 1.00 CPP 46 746.27 746.10 34 15 0.50 RCP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUNALTENT. Storm Inlet Summary Str. No. Inv. In Inv. Out Top Ov. Type Throat 40 745.07 744.97 747.86 DI-1 -- 41 745.75 745.65 748.50 DI-38 8 42 -- 746.00 -- STD PIPE -- 43 748.02 747.82 751.25 DI-39 8 44 749.21 749.01 752.89 DI-3B 8 45 -- 749.40 752.65 DI-1 -- 46 -- 746.27 749.20 DI-3B 8 w Q J CL +� as w Z cn Z w z J 8.33' o rY 0 w 6.0' n VA. ROUTE. 277 SAWCUT EDGE VARIES 5' SIDD PROVIDE TACKCOAT - fX/Sr�NG 2�' I � tqo EX. EDGE OF VDOT CG-6 PAVEMENT 1 112# SY 9.5A 5" BM 250 10" 21B BELL COMPACTED SUBGRADE L EXTEND 218 1 fT. BEYOND B40( OF CURB * * SIDEWALK TO BE CONSTRUCTED AS COMMERCIAL AREAS ARE BUILT VA. RTE. 277 WIDENING HATCH LEGEND RESURFACE ROAD ® POSSIBLE PEDESTAL SIGN LOCATION NEW PA VEMEN T RAILI BIKE PATH � °f t:;;,x� ��N ��:� �� TO BE BUILT B Y DEVELOPER PROPOSED tNV WALKING T f;s "r.rt=. .. t l ; ;J;!' CORE DRILL NE11 IN V lt'1:_ - 4' < 4# �f ADJUST PROVIDE IDERIM RON, FOR CONTINUATION , ,'` ,� �,� -r� �,; <; , t 1 i ,..,, f r 1t !i, ` ©o SEE SHEET 4 OF 13/! t� PROPOSED INV, IN=742.67 � Ix-�. CORE DRILL NEW INVERT PROPOSED 10' PEDESTRIAN cT :� 1 L� ;:;, {tj ADAPTER r / ACCESS EASEMENT , `` ar PROVIDE KOR-N-SEAt. " ADJUST RIM TO PROP EiEV. Cn Ave I�, ;� t> ;` 752 N �� l �� 1 l r i� 1 f r Ix Ce s`._ ..�.. _ �._.. 50'-6� PVC _ 'Z� ,Zt `r 35 i PROPOSED 4, Do' DRAINAGE t r-. - D 4" PLUG I - ! EASEMENT ``--WV--7 / r . 4 1 SIGN EASEME __ _ - 41 RELOCATE TRAFFlC VAULTS TO ESMT ' l 7 ' RELOCATE EX. N / r z :. ' , b k . - L1, 51'-4" PVC SOR -SIGN f. BEHIND PROPOSED RIGHT-OF-WAY. �C �.? : f ; POWER POLE ,� Q ENTRANCE C42 hp 10 EASEMENT �I 6 UG � {gin; t I �, .=74j.17 f 1 G f r' (. �;J c�0 SlGNAGE EASEMENT SIGNAL Vi T. 1 " ;. - -, P C� 1h i; 4 -�STOP 1� hp "- ( �G P SI BAR r-, __ C41 / ' �55• I RELOCATE DISTING 20 p j PROP R . C ,. .s ' _ TRAfT7 LIGHT PO i 1 - U 7 ; ` h REMOVE 4 ' �y J f 40.�0 , A 1 l ` `' A_.._. L ATE TRAFFIC VAULTS BEHIND & DRIVEWAY. PORTION VACATED) _. CGS 92 PROP. I i , r SIGNAGE g � V� ,: ` s z ROPOSED CURB. 7 `s, ti C 6(} R / 1 £X. PERM 4 T I _.._w h �, ,,` \ ,, ,_-, IU£N DRAINAGE £ C44 1 _.�w _ _ ___.. _. w ._._._ .. G ? 1 1• _ - , ;..., ..."2 :-NOSE DOI�YN U '4 1� > ON CUR P , n t , � h s F. 1 � � w `trill ,.. ' '.. _r:r _ram. C8 l 1 DEPRESSED CURB EE WARRIOR 25' TAP o 4 SOLID WHITE STRIPI g ti 2 WIDE WHITE STRIPES o SECTION &TRAIL ETAILS (SHT. 4) # •� - �M TAP BY FC..A �; �� r;�.,,,E� ,� ° _ r t. , _� r � ON 24 CENTERS 4.r. �+ .,�'"� (U _---�INVAT - ... .tea 6 �0- - m i 1 ` g ; EX. STRIPE TO REMAIN _ _ DOUBLE 4 YELL - _ _ _ - � VACATED)_..._..�. ,� EX PRIVATE (U s EXISTING PAVEMENT ROUTE 277 �. .�". y STRIPING VA. SEC. �' - I _ �`EXISIING PAVEMENT 4 wHIrE DASHED STRIPE 4 SOLID WHITE STRIPE 2 WIDE WHITE STRIPS " _. to ERADICATE EX. STRRPIING DO 4 YELLOW STRIPE r•- I j FA1RF PIKE--, STRIPING M ` ^" ' CENTERS 1►l MATCH EX. HATCH IN MEDIAN _ D(j STRIPING 0 REMAIN i ;l _ 235' EX. TURN LANE c - _._ ._ _ r �- - -0 TAPER = �pd, LEFT TURN u;. A.D.T. 9000 I ► v. .5'xr7 ` Tf?�f ". Cl j { ,; OUT 742, _.., ' 7 1� T �. � � (5' ❑ FSETTAPER45 MPH) STRIPING TO BE WO , MH / __._-- - --SIG, AF. TYPE B C1 THERMO PLASTIC. -`--Vt_T. 3 ADDRESSED AGENCY COMMENTS 2/07/05 2 REVISED ENTRANCE ON FAIRFAX PIKE 2/01 /0 1 ADDRESSED AGENCY COMMENTS 1/14/05 NO. DESCRIPTION DATE I REVS'D REVW'D APRV'D DATE REVISION PROFESSIONAL SEAL 1�N OF ':E Ronald A. Mislowsky, Jcy O CERTIFICATE NO. v 020674 ' REGISTERED PROFESSIONAL ENGINEER 30, GRAPH/CS4OW E 30 15 0 30 60 (iNfaTJ 1 inch = TO ft. gilbert w. clifford & associates a division of Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 TITLE ROUTE 277 IMPROVEMENTS .00 450 FT SIGHT DIST. 450 FT SIGHT DIST. PROJECT SHERANDO TOWN CENTRE OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CTYNO SURVEY RAM PHRA DRAWN DATE JDS NOVEMBER 2004 CHECKED SCALE RAM 1 "=30' SHEET FILE NO. 3 OF 13 12536-2-0 -St'M�� 'J;� ji R w -n 04 "MA W Nx -38 ~m- IF x 'A*Si-,Y5.-.1 W po, M� 7 U-; IM V i0 MAXVZ':i�t�,� Nk-P. X2� 'AW 01 R G m ma nk f —sl�, j Og —Al IF, 111`� Jl� Vi,i zn'- Mi. _V?l fl, VM�, I As. � IN A ti,- w � 6 'I, Z 0i A i �j 10 IMr V%` Za� yM 4�1 "ARM, "Y Wk� A 'T� �i 7V' % J �v, v,; it MK wli- 4' M "C ir I 17 �j Ev .6" A-M,�gk 1"i lm�&*, i. i; z7;,� `j r T ly 6, qq g.r POW '7;�� T, WO OAFS�L� 4- !dl N -A o", J Nt F 4 al dow 0 —00ft . , . All W , *A 71 1 R� to 0 j W zq� i? I W-1 AMU 'v M, -0, w 4 Al ME � 11, 10 P., MOO a 410 1 P4!', JI li.q A-M �n- up� MIT - ow , ? 4 y.. 5A, t,,g NO "'Rea a."" krz tM K AM A7 JN )T."— 'vW 'Ag gr.. . ...... gip-p IN V�- OFF 1--R,41 qe— ; vt M7 �v 1.67 V.14 "I M §4 M, M W If "k 1L. vs L'udr d Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 737.11 737.00 22 30 0.50 CPP 2 737.91 737.31 134 30 0.45 CPP 3 738.51 738.11 58 24 0.69 CPP 4 739.62 738.71 154 24 0.59 CPP 5 739.98 739.62 60 24 0.60 CPP 6 740.87 740.18 114 24 0.60 CPP 7 743.02 742.87 31 24 0.49 CPP 8 742.72 742.32 80 24 0.50 CPP 9 743.07 742.82 29 24 X 18 0.84 RCEP LOT 7 z ( I ' 1 ' D SE & D AINAGE 900 ESMT. `h, 1 10 744.29 743.50 69 15 1.15 RCP i _ (TO BE VACATED) 11 744.62 744.49 21 15 0.60 CPP 42,770 SF I f `�', 18 74$.45 748.25 29 18 OJQ CPP I ' EX. SAN. SEWER EASEMENT 19 749.20 748.65 70 18 0.79 RCP ., LCL �C ( 754 20 749.60 749.40 20 15 1.01 CPP PR SED 10' PEDESTRIAN ACCESS EASEMEI 21 738.44 738.02 38 18 1.10 CPP STRIPE FOR PEDESTRIAN 75 (5 ,3fl I EX 15' SLOPE, MAINTENANCE & 22 740.00 738.64 123 18 1.10 CPP CROSSWALK l 1C _.. E W TER EASEMENT TBA 23 740.96 740.00 14 15 7.03 CPP BE VACATED) 1-6 PLL 24 748.00 744.70 108 15 3.04 CPP TOP SIGN AND BAR 6" PLUG i 25 741.29 741.10 39 24 0.50 CPP INV.=749.93 P = 4 bi•7 26 743.35 742.32 138 15 0.75 CPP FLAT TOP MR `� 1 IM=755.57'ADJUST IM' TO PRO . E WATE 27 744.18 743.55 62 15 1.00 CPP RIM=753.20 S 3 C INV,. OUT--747.12 28 742.12 741.49 125 24 0.50 CPP INV /N=749.15 8" NV.IN=747.32 INV IN=749.15 1 , '^ -.-- 1 30 743.65 740.00 46 15 8.00 CPP INV .OUT=748.95 "'"`" - 31 742.01 741.93 11 24 0J3 CPP WA7 ! D( G.V• I 32 747.27 745.60 62 15 2.69 RCP EASEMENT - -- EX. OW 0 8" PVC 4znR W MAIN �1 SDR21 -- 1-6" PLUG-- 1-8" GATE VALVE I I �. 7 0 j-JT. PIPE , 1-B 0. ASSY i WAGE 6 PLUG �C I G1 �A P SEMENT ; INV.=749.93 LOT 6 ` - 42,593 SF li W m PROPOSED 10' PEDESTRIAN ACCESS EASEMENT C N ZELOCATE TRAFFIC VAULTS TO ESMT 3EHIND PROPOSED RIGHT-OF-WAY. TRAMC..SIGNAL__ EASEMENT l 10' SLOPE & DRAINAGE ESMT. D.B 887, PG. 904 (PORTION VACATED) / ! Ej hdit AI: t /f T END; 20'X25' SIGN EASEM SECTION s ,319 EXI 8" PLUG AND BLOW -OFF ASS'Y. TO! BE REMOVED j'1 8 TEE 2-8 GATE VALVES ` `5 4' SOLID YELLOW LOT 1 , LIME (TYPICAL) 57 994 SF + f 3 / 4' DASHED E ' IVHUE STRIPE ^ (TYPICAL) L f 1 q PROPOSED PVMT. STRIPING- " 50 -6 PVC 35 0 1.00 -� RELOCATE EXSIGN EASEME POWER POLE r 6" UG;` V =743.17 WARRIOR DRIVE STA. 0+00 TO STA. 5+00 3 ADDRESSED AGENCY COMMENTS 02/07/05 2 REVISED WATERLINE 2/01 /05 1 ADDRESSED AGENCY COMMENTS 1/14/05 NO. DESCRIPTION DATE REVS'D REVW'D APRV'D DATE REVISION ' y'4TCH EXISTING CURB LINE AND GRADE VV r'iti t tr°F / 'r I r ! / e � r ~_ CVRB INLET i.. RIM= 748.80 i RCP r INV OUT=7 4.85.f -6 TAPPING'SLEEVE t , '' j j ALVE BY. FCSA AEMBLY 3' MIN BEHCURB *c` �";> `� '' �, r' ,f RIM- 749.1 ` OO y 20 WA '� INV IN=7 f` rs /� Ox / EAS`� INV. OU' s 35.75 8'56'16' 118.12 S52'07'09'W 235.51 / / t PROPOSED 10' PEP 20' INGF HATCH LEGEND RIM=751.49-' i .� D.B. INV. IN=742.24 x o INV OUT 742,17 RESURFACE ROAD J� 46 "Xz o ra / T f� NEW PA VEMEN T ,4* SOLID OW ?' � -� 0`L ENT x , WALKING TRAIL/ BIKE PATH TO BE BUIL T BY DEVELOPER ' Q• 47 38 2 5R R,4Ph11C✓4C.4LE `1 30 15 0 30 60 s>_ & DRAI ESMT. c B. 2` 741 IN FEET / ? - VACATED 1 inch x 31ft. 4' DASHED 0 t (TYPICAL) I ... J ; \\f� �ham" ,.. F % / "t. J'/ - .(. , nf .I. � _ - � �.➢� M .. .._. 0 F- O p EX SIRIPE TO W - o-r I -* Q W L.L.. V) Storm k tet Summary Str. No. Inv. In Inv. Out Top Elv. Type Throat 1 737.31 737.11 745.10 DI-2C 8 2 738.11 737.91 747.60 01-28 8 3 738.71 738.51 747.65 DI-26 8 4 739.62 739.62 -- TEE -- 5 740.18 739.98 747.00 DI-2C 6 6 742.87 740.87 746.50 DI-1 -- 7 -- 743.02 746.40 DI-38 6 8 742.82 742.72 748.15 DI-1 6 9 743.50 743.07 749.65 DI-3C 8 10 744.49 744.29 749.75 DI-3B 10 11 -- 744.62 -- STUB -- 18 748.65 748.45 753.35 DI-3C 10 19 749.40 749.20 753.70 DI-3B 10 20 -- 749.60 -- STUB --- 21 738.64 738.44 743.50 DI-1 -- 22 -- 740.00 -- ES-1 -- 23 -- 740.96 745.35 DI-1 -- 24 -- 748.00 751.50 TEE WGR -- 25 741.49 741.29 746.50 DI-1 -- 26 743.55 743.35 750.50 DI-1 -- 27 -- 744.18 -- STUB -- 28 742.32 742.12 -- MH -- 29 743.02 743.02 745.83 DI-38 10 30 -- 743.65 748.50 TEE WGR -- 31 -- 742.01 -- EXT -- WARRIOR C.L. CURVE RADIUS LENGTH DELTA TAN CHD. BRNG. CHORD 1 450.01 110.36 14'03'03' 55•46 N14'09'07'E 110.08 450.00 206.33 26'16'14' 105.01 S20'15'43'W 204.53 1000.02 248.77 14'15'11" 125.03 S40'31'26V 248.13 1511.30 2 gilbert w. clifford & associates a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 w Q CL V4,) W Z � Z tY ff A / YARD DRAIN N, RIM=744.60 O ` INV. 1N=742.45 INV. OUT=742.20 EPLACE DI-1 TOP �}+V1TH MANHOLE TOP.„� CURB INLET WO t 04r, RIM=745.15� •p INV IN =741.05 `i 1H, DOC DUS' OLE 'S°' c� INV OUT=738.85;1 WITH DI-38, L 61,TOP= 745 83 - ' RM 1.5' SII-125A 6" 21-8 WALKING/ BIKING TRAIL 2' 7' GUTTER BACK OF CURB FLOW LINE WALKING TRAIL -SECTION B (THROUGH ENTRANCE ROAD) 8' 2.0' CG-6/7 - FLOW TINE TAPER CURB TO GUTTER ELEVAMON OVER 2 FT. WALKING TRAIL -SECTION A EX. 60' R GHT-QF--WAY OPOSED 8 5' RIGHT-OF-WAY tl 1 i,,LM. tAt- At AIM d6 JAlV. EX EDGE OF PAVEMENT J , INTERSECTION J - y0g 0'-4" PVC SDR L5 SM-125A--// 1." 35 2 00% 6' 21-8 * MATCH EXISTING CROSS SLOPE AGGREGATE LAYERS 5SM-12.5A I (TAP BY FCSA) TO EXTEND 1 BEYOND BACK OF CURB. 5" BM-25.0 j 3 I " > 5 SA1-125A TRAIL TO BE CONSTRUCTED AS COMMERCIAL AREAS ARE BUILT A I INV. PLUG S BM--25.0 10 21-8 .55 STA 0+00 TO M 6+00 THE FINAL SURFACE MIX ON WARRIOR 10" 21-8 DRIVE IS TO COVER THE ENTIRE ROADWAY TO PREVENT A�1ATC :�rY . ' FIDE HYD. ASSEMBLY "PATCHING" AND TO PROVIDE A SMOOTH RIDING SURFACE �i�v1 J RELOCATE TO GRASS STA 6+00 TS? STA 12+00 WIDENING RIGHT SIDE ONLY. PROVIDE PQR CON77 1 � BEHIND CURB SAWCUT EDGE MILL 670 1 2" JOINT AND PROVIDE TACK COAT ON SEE T �1 S � �2 � MPH - 19 000 TPD WARRIOR DRIVE H-WARRIOR DRIVE 25 , STA. 5 + 0 0 TO STA. 12 + 0 0 sLtO o+oo t® sta s+oo KTZ PEDESTRIAN ACCESS EASEMENT - EX. PROP. R/W R/W -CG- 1 ":1' WARRIOR DRIVE IMPROVEMENTS SHERANDO TOWN CENTRE OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 10' HIKERIW R TRAI COWNECT TO EX6 5 TRAIL AT STA 9+50 15" W-12.5A 6' 21-8 CTYN DESIGN SURVEY RAM PH RA DRAWN DATE JDS NOVEMBER 2004 CHECKED SCALE RAM s 1 w =30 SHEET FILE NO. 4 OF 13 1 12536-2-•0 o" MLIM � ��Iv� 11� �,E t�� gav K n'. J; W, J 4 N.�y� _k t �gj;q .1..A`771M'42', W, �g�, a V1, S. x oTiv vzg C 0 . i ! R WN v _S A NIMM, f 7*1.l� �!%w, im g, M ,Mx ;i AT MMF W U.- FS w 'A,;z ��V '' , - 6, & V W M!f:r, Z, 1'-j i,,�% jpc,�O;l v�g "T_ g Nl -n K�! A Z�' RNf, g� V, IN T gr p, .V 01 5 'k, N 11 AP M. ,, - , , ;� , �� -�;A , - il '�, " , "y e M11A_ IM _ �i, 41 J f4 ;�g �,w p �vr Vt� 'T _.V: 71 Nrl ;TJ -V� A ?.0 3 % A� gq 4f� m ART "I. I.J1 -A , k " I ilI� �, � I "�, 1 � � � 1, ,._ �� r d j q;. , �7.0 j, 4V -0 V5 V S� WE, 0 2 Ilk" j V� 7 41 Uhl', 4 Kv nw, 'z -2" 1 �V, _TR AW3 'M, _Nr V�. AV,- M V.� 4 epi 41,3� WIN$ QP��`Tl xv k—, Z A V TV N. �w - 01 N TM V," �s R T"' .,R OR 'T gll. V 4 U pa T T "T T g Z, 7'V V�g x L P w Jy 7", Wlw Y V-:0 �1, 01 M A� A Ok WV -Z*�i�_ 40 J� T V, r`� N, L -A J!F V, 4 0, W! j— _2 jv V� 15 M ...... j W VV r m W :n-V ik V. d L V7 10 4. d .1 A __4 - V�.J, p 4r �U, A- V 4�h. W P 5VT I M 12, 'y W kw, 4f v Vi, `7 j xt W V V V' d '14 4, T t T? R m M M A T T g zt_ IT— 2 V t 27 j _w 31� S, 7�0 T. !"U_ �,W,,', r t TV g gg b-, 3% MR , AV 'J al R4� V t 'i'Y 'I" V -.4 1�a T T '4 & V 19 gl j. 1 :1,4 P, J gt� 1V �w q 'WN o's - Z7 y"g �N �T. X i W T c, �,IoS TT, -o"; w -v A w �V ?RW'IT zklie 5 M M, 1146_�� V� A A CIR,g -i q jk -Wio k Ov, J, "g �T Tr VM ANS n, TI 4� Q %,-WtVIo 1 V 4 S R P z 4u R V, 0. m A, xwm N j SKA" n, 'V NM,5� w kt J 'Q1 a Vu, �M. 464"'N W-14MM mm% m A 'a, m g nV. tV 4 0 M M V "v At"r,'_ T, T , T :'K L I'V Ole Li: V`F�� M, VM k, 'JA R M 4C "j, j A egg 'T , T R, -T 7 17 k W TV 3 �2 . : V1, V;4 V� V7A - 'V, '14 ii 4 IN Q M, NO .411� 4 A 0 T % p A. i Nly'. 6 A V P, 8 3 IV -A ll zl" -S, T. - i R v W� RZ, IM 4, izn -M V� 'V, V o j `,J �,T j 1� j 71- T� WYI 'k ff 12 fm 1gi,"F'o '3� --�A V�O_ I �.T 4 1 .�., 1, " WMA, w , , ��v, %,-e, � N, a ic , _ f ", . I _v . V� M. :q AU'14� -19,RP" N g-, , j 1 nli V' IV - — ,I - ". qq-v 0 T, 4?, h "S Rur AM 4L, L 12AAM11- -14" g., W 'a & ?.i WV�1� k4 1W, _itMl AM A . . ..... ZO L W, t, og N Rr, IV - WO 7 rt.g w; :4,qM A g Pl� A. c Will MR, MO. OR 4- h gy, g W V. # IV A MOR m M11 APA A Nis= ON WIR I low IRP - "r Ai,k. 4- � , W VA, J., RV; t X Mv� g'g A Vu k)w �-1 mcm W 5"M WRON', d ;% low- _ 51 W w p W, L ism, HATCH LEGEND RESURFACE ROAD NQRS' SITE DEVELOPMENT SUMMARY 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY 91H THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING TOTAL LOT AREA - 13.7149 ACRES I ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE- LOT 5 AREA ............................... 209,035 SF OR 4.80 ACRES 3. ALL REAM EGRESS SMALL. BE HANDICAP ACCESSIBLE TO MINIMUM D wit sla mmy Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 737.11 737.00 22 30 0.50 CPP 2 737.91 737.31 134 30 0.45 CPP EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE ZONING ... ....... .. ...... ... . . .. . . . . .. .. _ �2 3 738.51 738.11 58 24 0.69 CPP W YARD DRAIN NEW PA VEMENT 4.NO STEEP SLOPE, *1ANDS, WOODLAND OR OTHER EMVIIRONNrI NTAL MIN. SETBACKS REQUIRED: 4 739.62 738.71 154 24 0.59 CPP Z RIM=744.60 FEATURES EIS?. FRONT ______________________________________________ 35' ON WA ROAD 5 739.98 739.62 60 24 0.60 CPP � INV. IN=742.45 5. ALL FIRE LINES TO BE MARKED AND POSTED PER FREDERICIC COUNTY FIRE -...........................•__-0' 6 740.87 740.18 114 24 0.60 CPP p� WALKING TRAIL BIKE PA TH MARSHALL REQUIREMENTS, a �\\� INV. OUT=742.20 6 ALL 7 743.02 742.87 31 24 0.49 CPP REPLACE DI-1 TOP / TO BE BOIL T BY DEVELOPER PES BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND AGCEMIf ROUTES MAY NOT HAVE MISS SLOPES RETAIN FLOOR AREA 2g, fi4Q H 8 742.72 742.32 80 24 0.50 CPP 4'- ( 0 ;WITH MANHOLE TOP �(„ , ' OFFICE FLOOR AREA ....... . ...................... .. 4,800 FT Q }Sv Q CURB INLET-'' OF MARE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CAL�IOT EXCEED 1:20 �' 9 743.07 742.82 29 24 X 18 0.84 RCEP ~ RJM= 745_15 \ :, , ; < ' SIDEWALK MDT BIAIDINGRESTAURANT LL OOR AREA - 39 520 SQ. FT Z _ INV. I N 741.05 & HAF[NCAPPED ACCESS SHALL FEET ANSI 117.1 SECTION 4.1 ... . ............. _ 10 744.29 743.50 69 15 1.15 RCP 1 :DOG HOUS'.,OLE '� g ; 9 SIGNS- SHALL LOCATED 3 FT. FROM FACE OF CUi� AND 10 Fl: FROM n // Q 1NV. OUT=738.85' #WITH DI-373, L= _ ,�`�; r >x 7 R _ 11 744.62 744.49 21 15 0.60 CPP PROP. LIDS MAX SIQN METGHT 35. MAX SIGN AREA-- 150 S.F.FAR.......................•-_------•_---•----_........._ 01 Z_ - _`w =- TOP= 745.83 B INLET 10. F�4ANE MARKING SHAM PROVIDED AT ALL FILE HYDRANT AND THE F.D.C.BUILDING HEIGEIT - _........-. 24,9 12 739.60 738.50 100 24 1.10 CPP 748.80 THE STRING CLKiB PAINTNRG AND SIGNAGE SHALL MEET THE REQU NTS OF 13 740.70 739.80 95 24 0.95 CPP ,�`rr r 15 RCP INV. C`UT=7 4.85� THE ARE MARSHALL PARIM RE f -6" TAPPING SLEEVE f- REQUIRED rf �- TRSAIL SPACES 148 (1 SPACE/200 SQ. FL) 14 742.50 74Q.90 160 24 1.00 CPP 11. .DINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATES BUILDING P` r iYALVE BY FCSA / - \ CODE AND THE INTERNATIONAL BUMMING CODE/2000. OTHER CODE THAT E SPACES ---------------------------------------- 19 (1 SPACE/250 SQ.FL) 15 744.50 742.70 99 18 1.81 CPP 1-FH ASSEMBLY f G _� r` / ,r'� ``� �OT APPLES IS IBC/ MIST A117.1-98 ACCESSIBLE do USABLE BUILDINGS AND RESTAURANT SPACES_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • - - - - - - - - 51 (1 SPACE/100 SQ.F(.) 16 746.40 744.70 124 18 1.37 CPP / SET 3' MIN BEH CURB 1 f 20' WA ! RIM= 749.17 `� ��`.� FACILITIES no1- :;--::Ai r\'r�r, ier\ r-r Ir I;i [d1=; ::F :;-r�r- -� i r;- 17 747.20 74660 50 18 1.19 CPP INV. IN=739EAS.54 ` ;� ;: _J� 11 -i , i ;1 u.:. I:, A : , .,WT Y r, r TOTAL PARKING SPACES REQIARFD 218 SPACES 18 748.45 748.25 29 18 0.70 CPP JNV. OUT=7,39.37 ~'�, STRUCTURAL PLANS SUBMITTED FOR PERI+NT APPLICATION SMALL BE 19 749.20 748.65 70 18 0.79 RCP SEALD BY A WGINIA UCENSED DESIGN PERSON. TOTAL STANDARD SPACES PROMBED ....................... 224 r ' �. //10. ��` ' `� SOT `" 12.LOCATION OF FIRE BARRIERS USES OR ARE SUPPRESSION SYSTEM HANDICAP SPACES RETIRED --------------------------- 7 20 749.60 749.40 20 15 1.01 CPP r' ' !'� Q f y. r r 21 738.44 738.02 38 18 1.10 CPP f , . �\ �: CONNECTION IS REQUIRED. NOTE: � ALLOWS A MAX. AREA OF 5,000 SO. FT. TOTAL HANDICAP SPACES RRWIDEB------------------------ 7 r• � , ,1 / { PROPOSED 7 Q' PEDESTRIAN ACCESS EASEMENT , � Ile, A -USE RESTAURANT AND A MAX.12,O00 ON OTHER USE AREAS WNW W ARE TOTAL PARKING SPACES PROVIDED -- _ - - - - - _ - - • - - - - - - - - - • - - - 231 22 740.00 738.+64 123 18 1.10 CPP SUPPRESSION SYSTEMS PROVM THE HEIGHT AND AREA LIMITATION FOR TYPE ✓ / 4. SUPPRE LOADING SPACES REQUIO ______ _ _ ____ _ _ _ _ _ _ _ _ _ _ ____ _ 4 (1 SPA E/10,000 SQ. ET. FLOOR AREA) 23 740.96 740.00 14 15 7.03 CPP RJM=751.49 -- �//`�� 'o `e a 2' 1NGRE'SS EGRESS ESMT. � 0' OF CONSTRUCTION IS MET WE TABLE 503. ,c� 'Or ,�°� . D.B. 936, PG,, 1328 oT LOADING SPACES PROVIDED -- 5 24 748.00 744.70 108 15 3.04 CPP ( rr ~ \ 25 741.29 741.10 39 24 0.50 CPP JNV. JN= 742.24 �' / �` 1 ' � R -- � � ``� ^ IN OUT=742.17 /� X 6,p�'N,t 26 743.35 742.32 138 15 0.75 CPP �9, 07. r �`C/ 27 744.18 743.55 62 15 1.00 CPP O `� `� �\� �\ 28 742.12 741.49 125 24 0.50 CPP l r \\ �\ �`; PROP, p ---'_ _._ fi / Q 30 743.65 740.00 46 15 8.00 CPP f GEtAST *ENT C.� A,, Q\� c �•• � �,, rDn 5 C� �. 2C / 2 5 R o \ ,;� s �Q \ SOT �. %am sue► Str. No. Inv. in Inv. Out Top Elv. Type Throat I \moo ;3 A 1 737.31 737.11 745.10 DI-2C 8 v) A 2 738.11 737.91 747.60 DI-28 8 -J o 0 ui 3 738.71 738.51 747.65 DI-2B 8 0 o W v o w 4 739.62 739.62 -- TEE -- _ v~i z d E o w o w 5 740.18 739.98 747.00 DI-2C 6 w d o elf a 6 742.87 740.87 746.50 DI-1 -- 0 � f 0 7 -- 743.02 746.40 0I-3B 6 ° w w o a 8 742.82 742.72 748.15 DI-1 6 9 743.50 743.07 749.65 DI-3C 8 10 744.49 744.29 749.75 DI-38 10 �o o NNfVO 11 -- 744.62 -- STUB -- � N 12 739.80 739.60 744.80 DI-1 -- r0 0 10 � � � 13 740.90 740.70 746.20 DI-1 -- 0, :E � °'^^ 14 742.70 742.50 749.00 DI-1 -- �, vT � 15 744.70 744.50 750.50 DI-1 -- OVA Q) � w 16 746.60 746.40 753.90 DI-3B 6 "C) c o 17 -- 747.20 -- ES-1 -- U1 o a� 18 748.65 748.45 753.35 DI-3C 10 � � ui ui 19 749.40 749.20 753.70 DI-3B 10 � 20 -- 749.60 -- STUB 21 738.64 738.44 743.50 DI-1 -- CO 22 -- 740.00 -- ES-1 -- Il, 23 -- 740.96 745.35 DI-1 24 -- 748.00 751.50 TEE WGR 25 741.49 741.29 746.50 DI-1 -- 4M■.� a 26 743.55 743.35 750.50 DI-1 27 -- 744.18 -- STUB -- �••�•� 0 0 0O X 28 742.32 742.12 -- TAN -- r.% w 0 � m 29 743.02 743.02 745.83 DI-3B 10 9 a" 60 30 -- 743.65 748.50 TEE WGR UA 0 1 0 U �N N �•I A J. ILIA ^' 18120 TF' GIERATiON f , - . p �L -� � EDf flay ESTIMATES z " ;' ,` / !, q f� \� �'! OT 7�q SITE AT FULL DEVELOPMENT w o X 2 / / / \ ti� F `4 `` `� E / r SLO & DRAINAGE ESkiT. S,o ,� !. O �' WOULD t�ENERATE 1272 T.P.D. "' � a- PG. 1741 h,��, `.\FF� ._ `V (� r USE CODE= 820 BE VACATED %j � \. ,h � � �. `-,. % �� J C yb 1 . I j s:~ ,�� %JJr .1,']//../ i ,.,\� � (/y�, � (. \•, -90 •. \ \, / .---. 20 DRAINAGE ESMT. j /^_�' •i /-',..\, (♦ u`�� ` `./VJ �` \ ��`' \�-. "'...., �''- --"--fifa*1 yiT ..- D.B. 762, PG. 1741 r �` `~`_" ,a', -. I •f! / - \X f !' // � � O G '49'20" a -.58 -- 3&0_ 1 T� loco 0 LOT 5 - --- eSIN BAR DQO .� bIV �V`c' "--- -- , -°, - -, ' 25 INACTIVE BUFFER 209,035 SF• Q R �r " , /ly o N j 25 � / J / 0 x20 ' ACTIVE BUFFER 1 _ 1 7 / W. IN=7 4.68:` o - _E �� / JN . DUT 744. 5 ME 35 Sp 12x4 q 5 LOADtNt SPACE 12 5 LOADlNt�= SP 1 CLEANOUT -- : _ACE 2x45 LOADING SPACE 12x45 LOADING .SPACE -736.50STR. INV.- / t s O S� , STAND PIPE t f TYPICAL LIGHT FIXTURE ?S / DUMPSTER PAD 6" LATERAL 0 2.009 o i / o / / 9 25' P / � ;ADJUST ROM TO 5.50' PROP. WALKWAY ELEV. � 00 MH / 2 FF= 750.50 19, 20+0 SF RIM-74 1 _ INV.'IN=735:05 97 �► �- FF= 74-9.00 FF= 747.50 1 . INV.OUT=734.85 PR�`� Sfip R`ZS rA CONC CAP AT STM de SAN �� F x POLE MOUNTED HANDICAP 1 I / ' INTERSECTION PARKING SIGNS INSTALLED WALL MOUNTED HANDICAP CO CON FLU E �2 OC / 20 -4" PVC SOR � PER VIRGINIA STATE CODE PARKING SIGNS INSTALLED If END SECTION l 35 2.00q SECTION 36-99.11. PER VIRGINIA STATE CODE �' IN V OUT- RJM=739. )2 1 a (Th S (TWO REQUIRED) SECTION 36-99.11. 744.00 / % INV. IN= 733.37 AP BY FCSA) 2" WA 1 METER (TWO REQUIRED) / IN OUT= 733.24 " 4 PLUG 1-FH ASSEMBLY � 3 ... t p I P r. INV = I. s- UM PIUQ 4. PROPOSED 1 746.55 �. 2 WATER NV. IN=7 SET 3 BEHI � T � 33.74 ND 4•' r Y .r I (�N, i f11� C .' ..: , ' . „ . ; , � •_ , � ORE DRILL NEW INVERT . FIRE HYD. ASSEMBLY CURB r 30'd�WI 14H ASSEM LY PROVIDE KOR-N-SEAL ADAPTER ��: ) f.', RELOCATE T d 0 GRASS STRIP. nIII_1_WIF LOT 4 �' g SET 3 B IND '`� / lv ; ADJUST RIM TO PROP. ELEV. �tcu�tin ulna - (t td, Aln.� Q I L/ \ Ll1J /YI L LIY/ i •✓ rd ,� � J' !° •��._•,_,/fir �,( 1 � t � � � 9 1 1 L i i I M M L T' Cs- � _. i TO BE VACATED 1 _6 PLUG 1--8 -22 1 _2 BEND 1 ry ' STOP SIGN AND BAR f I ti - 401. ...._ Sw / �- 8 $w �-- 1 x6 " w v- 2 M. 6 2R 8 C SDR21 WA�/R MAIN E, PVC SDR21 20 WAT ER ER . . EASEMENT t_ � ET M �� N 2 75 , 7 40 - AD U ST RIM T , 1 PRO , E WA 7:5 EV TER .MAIN � - 4 , NV O h UT S , a _ 7 �- 4 7.1 2 `L g s 4 o . INV.IN 747.3 J'. � 2 45 C 8 r _ ES I 1 30 9 SP � Wr/• •p,od r ,011■II OeIY FqO 1A1+ '11.1• A11ij GATE VALVES J ........ ,......_ ... I"_--__ V. 0 �-, � `- WHEEL STOPS REQUIRED C23 MAIN �� ' 8" PVC SDR21 W ` � '� WHEEL STOPS REQUIRED * Z ��'"---� / R21 W AOIO 1 30 \ / 5 1-6" PLUG 1 _$ x6 TEE WHEEL STOPS PROVIDED AS A TEMPORARY MEASURE UNTIL 1 -8 TAPPING 1 6 GATE VALVE DEVELOPMENT OF ADJOINING PROPERTIES. �'h ; ° , SLEEVE & VALVE -''2 JT5 6 PVC SDR21 �k l ' ` ' BY FCSA - 301 pRp1NAGE WATER MAIN CIO / SEMEN? - 30' 2-$ 45 BENDS 1-6" PLUG T 8 r / NCi4,4) 'H/CSC,4ZF l 30 15 O 30 60 / a -`i 0 1 END! 20'X25' SIGN EASEMENT l 4 SECTION (/�� > l j 1 I inch - .30 ft. " EX. 20 FT_ UTILITY ESMT O•Z �Q. Q. 0 O (6 Q J� CO � (0 0�T' Q ZQ PROPOSED an 3 GUITER ________________________- PROPOSED M & REVERSE GUM _________________- .. PROPOSED STANDARD PAVED AREA (e 21e/f SM 2A)-------- PROPOSEDCOMM AREA --------------------------- �.,• :� ..;. PROPOSED M AREA ___________________________- tom..... PROPOSED FASE)EMf AREA ___________________________- ZONING BOUNDARY ----------------------------------- Umm POEM ___________________________________ E>MW Sm DRAW a SrRUGIURe----------•--_-- Ct __ PROPOSED STORY DR MM It SIRUMM _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - PROPOSED MINTER MAM1• .................••••------.... wt----- EXl51MEG MBITER wm................................. PROPOSED PME HYDRANT ------------------------------ t PROPOSED GATE VALVE A EIDX ........................... 04 w►- EI MiG SAN. SEWER AND IiAMM____________________ _ PROPOSED SW. SEWER AND MMMiOIE _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ -- PROPOSED UNDERGROUND EIFCtR1C SERIACE-------------- UGT I -- PROPOSED UNDERGROUND TELEPHONE SEROM -------------- TELI PROPOSED GAS SOW ------------------------------- (ylSt---- ��e 118 118 W vg g Z 0 Z Q W � 4 . O V WW =Z o x W O O F_ N v C� o Z N w O !_ O ED 11 1 al 0 fn to LY m �.- o Ld 0 C) Z > wO Ld � z U z v c�� [L= V) Q o © W � o (n z M a < Q UV U N z �M N `- z Z w � LU U z J C4 *ve%f%�_ *ram �4� mwwj�wm 't 'Ri ........... .......... Tyq sup - W A No". Wik I W TM PROW 0 ...... ?AQUA 4W e cuts SMU MEN �Ak `4 _�6�1 0p% COO cot Xf AW Iiaw 1� 0001 0K, AN __j ism VOW U -Ogg �g QN Rk �!TNi XV PpR �i Off 01 X - cl,,-, jw�a 73. Ole., Tq, IN Now Not TIM R OR - - N, A -7--r -, I W 0, As, � pgy. 0 yr; Arr My z di 51 -.w� :, , i5.� N," Is 40% W. -�g , "r _5, IT PVT _YA 10 SIM!, _g NoL p.- fA IV NOW,, i - 10T 4 vp T Mir i,�, A MWW 111�1 W-i F, lj, g P k T, ML t .21 ;n; i't AM" RT -1 IT "lit lot V AIN �N , TOg -toe", T 5 wool pm. - �% , �.', t,- �) l, .. I I - v � , Kjr it 411, �r f �,, - -,� "I , , , , � T -� ��- I I I - IJT6 1 , lfc� - ". __ - �I` � . TyL -loom- T, Owl- 5N k% -N� IT-, "'p-, -0 1E IF: Now A. 41 A 5- "IM 0n. ;T� �12 411 PIT nmw V:mi� MR I 14on -4: _AW 40 - . -a M" -Q� zz� k saw wig Mj Tim 4_1 xg�w - Vi, q; n, ." _�� : - Ti MIN T, NP TV- A W z"N 41 OUT"", 8 Yom 44 'AF _1 17- Q A,"' eq, M T COT RM- , t,-g, _ry oy 151% vast -so lie W� 25 �u vivo ON, 130 Tj 2 Q,-& " � 0 a I - I - 1 - , __ . :, ::�; I .. - , o__, 1 �:� Wt PSI �70 A _05 WWIA I go" "A A zoo allow, LP 4 "P, Y, 144 M. 600 b M__ n woo 5 k $10, Z 4k J. 5 ".a. Nit "ngs A on, EPSON T F9 _1� � Ap" L 4 ally. :T loss, "I" ool, , T 7 n CAN, a -V: A, '47-` r T;r; aL VA "KARA glz ism q -n ": l'� ri . . I T joy Nit v; Toot ?,T. 1XV PEI A A 9Z. f . T; Mus 7 TOM, �F MOE q 'k MR, � XN& � VIAL" If oil! T. l: Ina WORE' Wm X �Tj Awn Wet'. Avow AM"i, ty_ _j" mks son i snyi K My Y-T -a a Xy M kot� T_ gz�,*g,,' NX. " : - : i:' _ ' --'' ! 'r: ' , - I IN Ell A 7 d ply j J21 M. Ogg a q i NO p FANN Z, RN M, a,- 11 pwmm�==d "IV _gi 0� 7 414, WF� N �,Y -A' !.gp MW mg, T 7, 1�� 14-1 , vu T T, - fj r0Z A I re - T Tj _S1 3A *VIA 0 Tr 1 j" �sown�v l4r T�� Tr T T_ "Ay. V 20, 7F: 1� 7 % T, T J�. IZA T A WHO o 415 _R%_ _!T 014p, � - . - - , , ,, g 1 11 1 ! , - 7. "', �:, � r . i. - .., I ", i . ': z, �-, N TV TT... 1 -W � j two 1-0i VMS, , Ftil -Itft, , _41ff -0 gy. i MK log g, w, 1i I TIT WN it T ogr,�,@- FIVE 'M5, V; ON 'm I W g, . . . . . . . . . . . . . . E S 9 kk 1115111 Qck- '0 ENV. IN=739.54 / � / � / - _ \ rn � / WINV.OUr=73q�37 / / - \__ �/V7 ` `GRESS ESRIM=751.4�, d20' INGR --INV. IN=742.�� ♦ / D.B. 936, 1328 /V OUT=742.17 /`/CIV O 41 31.73 Q N 10 "'iMl-86- -102C /I / ♦ /' / % /i / , ° / `•`\\� �\ \\\ cJ / / /'/ /'/ INV. r-731. - m N I I `\ I I IGIARD L. AND L1NDA _Jti__TALIAFERRO / ♦ r% i ��\�\ \�/ Q� �/' Q' / �' z V1 � 0 / INST.# 010018120l�\�y�` \ �_- G P g a �� ZONED: BZ /,/, ' G! !1`} 11 }} , \\` \ \ �/ Q // O Q� (U.. / rt` -- f USE: OFFICE �,' ♦ r1 1� 0' SLOPE ` ESMT, } ; j ti� G , " ` _ ♦ / / / D.B. 7 i PG. 114 1 i ♦ �`�\ `�\ \\\ y / O \ - `\ / \ V T m tii X ♦ ! `' ° l ° 1 �8. `\ \ ) `` !j \\ ' - J ` i `\ / / Q - �' '�' O t Z Lai Qv rh is cir 100 \\ \ ♦ ��777 / ,', ,% / _ 20' DRAIN'ADE ESMT. D.B.- �` \\ ♦�� , \` , ; - - . 762, PG. 1741 �� •-" 100 ' to �' \\\ � ,/ , /,' r� ` ter' ! ` O 00 �•I�I x ------------- 0 00 ^- � (ly m d- `__ �M=753.9 / ,r / r , \\ \\ 1 i-'' -_-_ y_ - e O0 \ \ /INV. 1N=7 4.68 / r \ ! r \ \ �ry // _-_ -.\ `. Q f.� w n N INV. OUT 7441/r SEDIMENT \`` \\\ '��LT_` \ , e `N1n �( T BASIN ` T FILTER ' 0 0 N M / l 1 =5,57 ac, r r �, - cj o �, PBA N i' w Gj m �, 0 -- ' 1 •� i�`\ \ ` i 41 -�' 4� �SED IT TER TO BE IV / !0 Z V W o z O / r e _ _ _ _ _ , IRE WOVED WHEN SITE IS e Q� O 1 � a u- ,� / i rSTA81JZED. e r� \`\ it i `,gc: \`, �`-z Qy J - 74 -./ RIM=739.12 2 �\ INV. IN=733.37 INV. OUT= \ �U 733.24rrr� J10' SLOPE dt DRAINAGE ESMT. `\ ` `\\ \ CD D.B. 887, PG. 900 LLJ zINLLJ ` i I w SZW i% wwwwwww��.ww.rwwiJirwiww.�ww.wwwwGCwww�` /Or ` in py j \\ `\ j r ; , ----- r SMENT FTL)ER } e i r �► I / SEDIMENT I TRAP B '��,� � T�IEI'ToBE f , ; i / SITE IS r DA=2,43 a�� STABUZED. ,/ e _ _- 75 SUGGESTED SOIL / ` \,, � DETENTION I STOCKPILE AREA ,''' / POND/$'DIMF'N TRAP B i --%5�} f 0 FT. UTILITY Smt. e T ° l \ ' ` I t D.8 762 PG. 1741 s � ��rili/iiTfl OEM STORM DRAINAGE & SIRUCAIRE - - - - - - - PROPOSED Sr= DRAMAGE & STRUCTIME - - - - - - PROPOSED CURB 3 WTIER - - - - - - - - - - - - DRMiAGERD1------------------ E)OSIIIG GRADE ----------------- PROPOSED GRADE - ---------------- PROPOSED EASEMENT AREA - - - - - - - - - - - - PROPOSEDSI.TFENCE -------------- SFSF ODIISIRUCTIOIT ENTRANCE - - - - - - - - - - - -- EWER, CE'`' �.r PROPOSED DI4ERSION TILE - - - - - - - - - - - - - W � NETPROTECIN --------- -o DIA a WITS OF DISAIRDANCE - - - - - - - - - - - - - 1010111111111111111101OD DRAINa DIIff . . ....... . . . ..... • •• •• • • / �\\ '; e TRAP OR BASIN NAME TRAP A TRAP B BASIN C TRAP D wwwwwwwwwwwwwwwwwwwwwwwwww \ ww 5 to "'� / `i w .. w .. .,, w w w w I\ PRE -DEVELOPMENT DRAINAGE AREA (ac) 1.78 2.43 5.57 1.04 ♦ ♦, \ ��\` a POST -DEVELOPMENT DRAINAGE AREA (ac) 1.78 2.43 5.57 1.04 to DRY ; ♦, a DRY SEDIMENT VOLUME REQUIRED (CY) 119 163 373 70 WET SEDIMENT VOLUME REQUIRED (CY) 119 163 373 70 SEDIMENT TRAP A -' - i ' %� e / , i WET SEDIMENT VOLUME PROVIDED (CY) 346 222 1016 70 DA=1 78 aC -- - i � I , �, / , DRY SEDIMENT VOLUME PROVIDED (CY) 260 200 919 70 - 48.79 ! J mI i f , EXIST. SAN. SEWER MH %V .f7VV OUT=736.21 i rr 111 � � 1 � � � �, i � I V. IN=736.36 ~`- I ! �� r � RiAl=752.39 I "o 11 / INV. IN=742.14(a) INV. IN=742.04(b) ♦ 1 1 yr✓ ,' , WV OUT=742.00 T FX� 1 r\ r cLi e r / , i ♦ e 4%* Cs \ e In "SEDIMENT\1416,e -' Q.R.L. h2 ____ - - _ - j RAP D,,, � 3Q l ; Ras>�R t 1 , - - C , w FILTER FABRic r T �- 7 DA=1 04 e o 748 - l e Q � a n / DETENTION 1--------- __________/ c�, i ' TRAP ASEOIMEN,T/ GRAVEL SEDPHNT FILTER , - JO! SLOPE E DRANAGE ESMT. i I / i` i / ' G ti C9- _ REL - GRO D.Et 887, PG. 904 2 r < ��s j SEDIMENT FILTER 70 BE -_74\`\.STAMQED, ♦ - _ t� O J� / A�)�'$Si �: ; �� 4/ , �.'►' CAPPED, PERFORATED 4, DRAIN TUBING 20' SANITARY SEWER ESMT. -�� --` --�--_- ` _ - V. IN=738.47 Gas ---- _ - o -_ - - _ B. 791. PG. 822 _ - -- i Ih v. ou r�73s.3s 1h' mo& cation is acaar�l�hed by ptaarr9 Hter fafxic on a planing 6-12 /inches of gravel on top of the inter fatiri� -- l " P ed ch* tubing or perforated poe is lad on the gravel and ternporWy grouted into the orifice. / end of the tubbg or p�oe is and the fubbg or ppe is cored wifh 12--18 bdles of gravel 10' SLOPE rs+ DRAINAGE ESMT. \`. ��` - b"•�S'-'-dS J - - - --- ---�s_ _ of-graNel is not-critiod i�it is pc+opedy_wdmd in filter kkk but numbers 7, 4 wd 78 are reoo�mmended i��..PSIr.` ww®www..w..�.w wwwwwwwwwwwww:l.�.w wwwwww `�-ww ``-_♦ The 11terWkathenfddbdwound thepWsothatWatermust w the fOTCihJtl 1�- `., � �wwww..w..r.w....w.. 7 �2 w w "= ', " w w •..... ' EX PRIVATE For areas is up to 5 acres, a 20-1oot length of tubing or pipe is recommended FAIRFAX PIKE R/�!V VARIES w w w w w w w w w an on♦ DRIVEWAY an RIP.?=752.30 - �- N-T V IN_743.02 - %_ - - - - Z z O Q 1 O C- w J O W Z Q O CL W F„ W U 4 o F- Ire a a Z as Z LLJ 0 �w Q U Z W W 2 is = Z 51 v)3::a 0 F- F U W O C � O O Z N O O S Q W > W m .-- w r � m W LLf I- 0 Ld F VV) oZ V) V) a a 0 0 W z0 ,--: O Q C4 vN wry O CZ� U z ZW ly _WI 0 0 U ILL. v- IIitIttItitIItIIr IIiIIIM ism IItIIII. ... .. .... ItIIIIIIIIIIItIItIIiIIiIllIIIIIIIIIIItIIIIIIIIIIlIIIIIIIIIiIIItIIII. . ........ it 6 IliIIIIII, ir IIIIItIIIIIIitIIIIIIitIe, M;t IIIIIIIWit IIIIItiIIw I I, Ti IIIIIIIIItIIIIIIIIIjr, IIIliIIIItIIIIIIIIIIIIIIiIlIILI, IIIIIIII67 IIIIIIIIIItIIII. 01 IIIIII" ift IItIIIIIIIIittI— r II IItIII"I "T TIIItIIIIII wnw,ri IIIIitIIIIr 7 lire I'll- IiIIT, I. . .... ..... . t41 IitIllIIIIt p/�I'1.I;1,1'iIl� ,I. 517. -"4,. 7y-7,... 1PI•85.- ,! I I t.v N Ic.Ik I- 1% � . �- ,11W- '1.--. - , 1�,, ,11 ' 1I 1. - / , � / .11j""Ii / " `Ni �I1 j .•- l'".,-.1'.I" .- \ I".I /_,' l I I4 1 / 1 ---v," ,, .'" -- , \ ". , - "! I I, " .l ' 'V4l� f- ,-, N,� .,.- /l----r "f E, i o. -. P1 )-1 \-L- ,,I , ,-- -\- /- i I "-I- IM -/Ii: \ ,-- 1 1 I,- -- - --1.� , 1 - -- Ii/ i . --," -%,, "-- Ii- - , ---, - ----:-,.---- m- ,--� , ti -" , .""u, , TlDI-3-J. - / 1., Ix /" , I , , S. -I ) / '1, -1.-- , -4 "l , I m N i" - - i'. -,1 -� lI -"z ---"�-1,- 1 ,1 - - - - _--I t- - . .. - I --r :-- I I--. jzl I,- ," l I , / / � " -1; 1 y i --, - / , ,/f,, , I? , t-�,-/ �,�",, , I �' , F";,f*-�/ , , tj "// � , 1" /\,, I" ,�� 11lI "'X;I,-,,-, �� IIi, , -1 ..- .; , . I- 1 . I . n . 11L-�qC- -",- - -, .=t j -' I �(4, '3j II(1E -!I l _I 4I :11u ; ,IDI f ) , - " I'= V 2-UfI;elRII--4 :;. .I� , - A !c P , EkT t- " I . I. - II II- 1 , I. /I I I '1I "II � - I I I -, L�00fyLQLC1c-- �- OnLi�JI 0Pas4io bJIvt(pQcrmiQ�Vm0*,zoDag0!Cw0domV-0aZcl(0$-4L�- 2 -.-4 j>1 -)l) , ? 1 -- 00C,,.3C-4.44< r000�Mr:c�r,4uzuZF":0E-.njjo-.-0z(M�-0wj0.�z4z4)): ,r4-�' P % w-.<2- ,Fc00j0Lta60-:I?-oII�,l�))3. : uCc00N-,A-C-'>4(-.Ua13aZQ>t0\1'- rj(( gLQ --4c � )))) , -gr�1z0 Q-0lLciI�- e V( -L<t. D,o�3,,olt,t)i I - ) LL0 - ,LL-- �<2>m0077'J_- - 1/ I -!�,` �, J=: Y"A"1/ II // 7/ /�1� � " I < I /-/�,i A � ,�,,/ A ,/ -// ""i"11 , 1�V -`I/`,��,<f' " w<- , -� ", / ,) ,1 1 -� , ",-., �(t -� 1� ,"6/ , , "i , \ .e le I � / , �, 1�1 '11 / -- � , �, i <� '- I�- ,�> i I i, < 0 0 - �t '� 0LL , /�"- -/ /", 'J�1 , t,11,Z.I�/ -) I� r, w �oI- ;� ,('&t/ "", Zv;� �-I ' -,-5<(D I- - �- �/ � I ,f,� , ,I, / / j "N., 1\11 11/ ,N/., 'I- 1I ,� I" 11/ ,11,i-,,, �,' () f 0n0 -� , -- I /V . /'% I I 1/ "I /- z1;� -,// / 'N -, F-,0 a" I I ./",N-,\ 'x1-1-z,'/," , I -1> ff,f r '/-� -,\�` , -�\ I,,"I=-�*� , 1/ Z ,, ✓✓I - 0 0 (-� ; /tAI I1� /, - / -I- �"/"" /I "% /, ,/-\--*�", �'7��,, k ), /! c1 , ,/' . 1I I ,1" I ., "I I., '', .../ I111Jr ) -ll ,.,"� j"-;-It t1 � 0 0 l V,Lz 7 �""��. � ,\1 ---/ ' ,,- . • i"ro -I "j?v v il)LT".111 '.1.�4, /,11/ / 1/ / ,,I �� , \ 1I 4 'V I 40 0I>vl/ / �I��-, .-�z/0 , '�l \""k ,� /N, "' Z,\,,- - - I 1 \ "",1�0 /* "l< I-,",�I(,x '/ --:// �, f. -`,I"i \ 0 tI1, -, 1 1 ll�/ / ,�, `/ ,,-,- " -,, I� ,,1,,/"��x t �� . , " � - /"/ / I "I ., ,"�,.I z,,11 �, ")"4 ,, I/ ✓. i >� & - 7j,,f , 'G ll/1"'", %,-�,`.,--,", �,,";Zv N,�- \ 4 �\ - / 1\ - 1♦, . "11 X / �PROPO�'`", I- / "It,--/ -1/ 1� �-,-I1, o) m/ E�10'PEDES7?14NACCESS 1 IlIf.' ./ / l," �Ji ) - -\/ / - EASEMENT IT.!,"e ,- I,"v" 11 I/ I 1� -, -11, V/ 'A,/l, I ,""-� � ,�'� \ � ,,.. - � � , %C--"- .l.",,�` I ,,�i� ) �I %;"1-\w I , CN 0/ %R- 3"�� Z-/ 1 / . ,Z�,�1-, I I / , , '/ , /".� / i "- \ ,\ i _r- u) ,7-,� -,,20INGR�/ 'r ff / A , ,'SS/�ORESS ESMTI / 1IIj�,:1 , ",,, / ./, k 1- co0n(o UDjiv,/q-" ,/ I , ,- �,&, k , �1, I�, / 1'\ k I cDB >1,13V /11 C4 (L'u-- Nv, I - , n ; " 9 Ll-,,/ �I • / Z , � 'I -�, I� " ,�/'.//I , IIt () o o :-, f/141 1�< � , I 1��,." , ,-N. ��"., ,/ , " ", �I�l1� .� , �1`1 "�" \\ , (f) r Lr 4�/ I / 1 -I �.&�AIf // "" // N I !, ,",,/ ,X" "'",V/- l�,`, �4W 1 I j �/ / -%,., '� ,-,l,,N / I- , , 1 11 " I " -� r.k=p In L;jX/ -/1 / # � " 11 ,-/V I "N,,," "�, �, 1"I x/.,,, '.1 ,/ I�-1 t - I co .T�-� I 1. I- , , 5N , ,� "/, ZI '. 11,4--,,�-,I \ ,"' I 0-0IVA� , ram,, / �l/ /4, � '--" / -l�,I, , Z,l4 -- - ,."",y, , I /, ,,- I", F> �T/ - " , f� 0 ,-, �- ' "I , , �GES1, .,� 1, l�.",,-'i \ / � l�� I".,1� // -�JIr ,,I l ; , � W o I yyr/ I //", � 02 I 4 " x/Z " ,' � " ,"/ 1t"I- 'N " v,'-3, I , , 1'��, - / 1:-1ll, -,",�--'.,/r ,', I -I ,�/ 7 -,,. / i I - 13 I . cm1 1 /� Q75 I/I - 1///X. �" " 'I k i11,I $," � W �A� ///I7 ,p " � .�- ,.,�.- ;13,lI/ f/ 1,,%l7 �/ , ,k t " I �/ r.+jN/ , , -1�"?// / 1� dI f / � -�,,? /, �y j 1'1�, "I""I\" , 1w " I \k i / , / / " / '� ��1, �/ 11 �-� /f/ Ir k - .. , 'l`-,11C11o, \, N1-,;4 /1 / l�, I" , - " \. .)/ I 4�,-,/�,y -- ," - "/- "\/ I �,.1 . K"�,"ft*4IVI-1 * ' i � / /, (Ta, T, ,--, / i "I ","CA , " // & I ,,, , � � , -', - - , <. 0 � / "11) -- .�4? Q m 11/ , T ""�I --,11 ll, � •I(-, l --/" ,'n 1 , �, � \/_,-y/ �,�,-,/�// 1�1 " -, ��lQ)0 "u) -�\ ,/ / P�;�", �t" , 0 " �.� I Jf e, / ,/;u" !. lll- 1� r-�1 J_, "-1- ,'� I % < /I 4-1 � 6 / . /o/ -L I � / ,,-iEI- / --, f , ,,, j / I \ ------ I,,-- I ,�, ---,.--..."t // .1 -Lu KN / -�" 1. 1 . ,-� ! 1I - ,-./ ""1, / � / -, .. ----A -$/ n Oo 3- 20DRAINAGE ESMT./ /��) . / I ,..P - "�_ ,�, ,�" / '/ ��- / 5- . I��B762, PG. 17410 , --1 0 �,- / '0 / - -- , �- "l-------4t-5 y & c ---------,- / •0 . 1l uI pog if/ e-/ �-a -� / j 43,, " .---- I/aV o / "^--CL Al RRIPURAEl' � /� / Z��-::' •' d - D STOP 1� q ✓1 b-��-,,-,,�:i y --_,- 11 , -16----11-- ..� i, BAR I -l--1-- I, 1 `1----.-.-----L=W �00 -l-11-- 11----.�----,,.-/ ---------.,-.-- � / /C,). /I / 425 INACTVE� Q'� . , " / 0# I -*W� OF SIGN ESW,00.70 "L,- - ,i. / to + 0�AC77VE BUFFER/0,, C2 -RIPORAPD `: 7 / V I )� i - o -73DEiTRIA 18 I ��11- � 5./ 0', ASTION - -f -", EC- 1 . 'A0kj- � REQUIRED I 1 ----__ 0 - o; / Al RIPRAP STR. ' I S 1bP, STANDPIP/ v AL LIGHT FIX � �CRE .6" � "'4E EN 1 i P 1\0 t OLA 8 1 .T 5- v�-"1 I"SONR . b A01PlJ%, , ke� c . l1 - l ram)i'0/ I -/ , i1 � ,� 50.50 19�200 SF \I\: (3� � 1)5I 1v / !,f v "� 74 X).1- 1 I 1!IA I/ le . ) - ," !;" /'� EC-1 GROUTED RIP RAP " P�)*6 16--"l;- EQU- •., II 1. Al0'I CL-IRED AT CON FLRIP PIPE OUTLET- - - RAP � �l I NrfII UPEsy ;! 3 b\I 4 ,� INVUUT= -5 Y � ��--- I 1 �i� - -7 0 , I � /44.UU/ i 11 I 1.44l � �� N V ;1V I. �� - .51;��,w cII)I /i� � � i w; f-- ' ,�" I i � i 3 � - 1I 11 w ;\ t � I �" ) I t � 1�,�, \ ; i ! ! -I , i 1� i ,o (Ili- ," - I 1 *- , it i II ttvL N1� � ,, ! , I 1 1"i 1ipICYP" ','�,t-- r,e�,� /-.--L., �% ; ,- <--- .. - --- � I I l> I \ � 1i I i I i I , i I ..-I_7t "IK-I .".I , �`q ...1...� I I ! I-- ." 1� �-lllI . 1 i� , II --r/ I j er 3-I 1 I I . 1 I _j i � -, 5-j 1 I i I/ 0 Uf i S EC-1 REQUIRED , \ V\ �,\,,4,, j > P I 0� CL RIP RA -1P < (TO BE VACATED) ' \, I i i i i I I %"1-c N" -f4�I I 1 I I i � � 1 j ,�,3 0 ! I 1 � i ! I I I � I f T I • --� �i -; � ! ://r \��s l W, 4J. � I �l r 3b jI7115 i\I i ,�`.I I j i ; I � / � I 11, 1 - I I , ; ! . �, I / i , Zi I L I I1 , - � -� i 1 I f � t- , i, , 1 ,, ; 14 75�;!, �� •PR 1N0PEDESTRIAN A,� I ` I I---t 7,LCCESSEA - ,z4i0 I <I �,lip L LlG PIXTJRE 1 f �r /'T 1! / 0 20A 'o � ; y .." ; � b t - I II4 ..<ROP65DDRAINAGE tSMT� ENT T I'll 0 . , ll, � I 1R i !I >f,,� 8 - o : � i - � I /u/ 1 I PRC = 4+ 17I 4- ,7�,�- - - - " / ,ue 8 -- 1 0j, L1 I !+t - . /,� ; !�* ) a � ; , EASEVEN j 120Wwpp , AATER , -CYI 1 04�!\ ; -,1 � i � i , i - tI z ,"!I� -7i ,. 1i 1I . I , � " 1� . - -- , � I "'< I , 7q ,,�-;, , � 1 " , I ,'; l 11 qj u --_,. I i ��> EC-1 REQUIRED c p; l-"-�" , 1 b 6.1Pk. q �,r" >�rs1 , ""� " .I-, R CL Al RIP RA�_ � � 11 i � -u &"---�--6��6 L=12W=14u ; ii - -L- 1 -- ,-.-- +755-00 7 - b Cc --lblk. - rY ��1' r--1 *- Iw- I ----- 748I1 p - AGE - q 153 il ; I p N-3�� A * 11cC19:; 1 sEMEN --3qi s %t�el zZ0 � "" 4 N " .1, N I II 1I z 0 - i ii�I8 I 0 : . I i 750 :j752 II iI )-: * , END 1 20'X25-' I SIGN IGN EASEMENT I 1 DETENTION-- I ,c"+o ` l I 1.1 -- 2fg F / fii SECTION CL Al RIP RAP l/'N+ 19 =L10W=12POND-j % 4 15C I /11 wI I - "- 1' 1I ,- , ;. , I . 0I � -� iI/EX. 20 FT. U LTY ESMI i D.B. 762 PG. 741 !T� - Ilj .�11, 1 I, , , L I 11 I- . -�, ,I I , .1 I I1 11 ...11II'iI i / f , I _ lI -l1I 1 - ..- ,,- ' -- - 4I 1 , N 1,-- I Z � 4) e / �-,'��In-�, ' //00ZF 154jc44/ - i �,, 30 15 30 60 / I ' r ` (IN F5 /I I inch Jolft_ , /�" ,:; , - , .-I �� I 1, F w V)11LL- U) m a 0 ;z w m ,- CK UJ uj - :m :m �J- w > f%. :z Z5 C) 0 Z > LLJ o Lil F- LLJ Z! w bE= 0 ft� D �- Z < < U Ld D-- L - U) I C]l (/) I Cf) z :D Li !�� jr C-) C), 0 n ui f2 b .9 0 0 of LAJ V) (/) z 0 .0 Lj in < C.) (o C3 < X. c) M C) - - - '.> 1 04 "7 o 6(0 z z " 4, ,16 i (10 Lli ol LLJ 2: Ll j to C-4 z f-) n ( ) ::-j h- v- -- - - - - _ __ _ _ _ _ _ _ _ --L - --- - _ � - --- _ _ _ _ _ a LANDSCAPING SUMMARY LANDSCAPED AREA REQUIRED - - - - - - - - - - - - - - - - - - - - - - - 31,355 SQ. Fr. (15% OF 209,035 SO. FL) LANDSCAPED AREA PROVIDED ----------------------- 57,118 SQ. FT PARKING AREA TREES REQUIRED - - - - • - - - . - - - •- 42 EACH ( 1/20W SQ. FT. PARKING) INTERIOR PARKING AREA TREES REQUIRED - - - - - - - - - - - - -- 24 EACH (1/10 SPACES) TOTAL TREES REQUIRED - -------------------------- 66 EACH — 66 PROVIDED BUFFER TREES REQUIRED • - - - - " - - - - 300 TREES W10 LF OF BUFFER, 1000 LF BUFFER) — 300 PROVIDED DISTURBED AREA - - - - - - - - - - - 4.80 ACRES \ ALL PLANTINGS SMALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per cc. \\ 12 lb. Annual Rye per cc. 1000 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per cc. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. T xvlffi PRO SED STO /SlgN &' BAR 20'x20' /`SIGN MT. x 'tl / 41 \ o f ° t ' i i' �1 I i( Ir 1 i i i o PRC=401. !li \ 4� 1 f O 111 —1 o2 I S? 0 FOF 0,� 6 FT. OPAQUE BOARD FENCE. SET 3 FT. OFF CURB W/ 72 LEYLAND 45 11PACLES f r Y i 20' WATER EASEMENT PLANTING SCHEDULE BOTAN/CAL COMMON NAME SIZE SPACING OUANTITY ACER RUBRUM RED MAPLE 2" CAL. 0 6" HIGH AS SHOWN 29 QUERCUS PALUSTRIS PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 29 ILEX CRENATA "H=11" HETZ HOLLY 3 GAL. CONTAINER 3' ON CENTER 90 LANDSCAPE SCREEN PLANTING SCHEDULE EASTERN RED CEDAR OR LEIM OF SCREEN 1000 FT qk LEYLANO CYRESS TREES REQUIRED, 3/10 FT= M 1/3 DECIMM = IN RED MAPLE OR 2/3 EVFRGREQJ = 200 UTiLE LE4F LINDEN (2.0" CAUPEk?J IEYlANO CYPRf�S 100 EASTERN RED CEDER 50 RED MARE 20" CALIPER 50 IJITLE LEAF LINDEN 2.V CALIPER LANDSCAPE SCREEN REQUIREDEl CATEGORY nB" ZONING BUFFER WITH LANDSCAPE SCREENING 0' 10' 10' 10 10' 2' 3' 3' 2' 3' 2' 211 3' 2' 3' 3' 2' 3' 2' 2' 3' 6' OPAQUE fENCE REQUIRED AS SHOWN ON PLAN OF CATEGORY "B" BUFFER FULL SCREEN REQUIRED CEDER, 36 RED MAPLE OR LITTLE LEAF LINDEN, AND 360 FT. OF FENCE (SEE DETAIL) 25' INACTIVE BUFFER I 9 25' ACTIVE hoUFFER o M 4 SOi CES 1 EX. 20 FT. UTILITY ESM . / D.B. 762 PG. 1741 /4k 0 / 02 05 / !r / O 6 Fl OPAQUE BOARD FENCE. CR.4P,MrSO4LIF 30 15 0 30 60 ( IN FEET 1 inch = 30 ft. Z CL c0 w Z U) Z. WC AJQO W d- ry O WZQ(0 Lj U)ZLo F-- �°0O oLyV00 - p pM6� y N N N O a3 N I I 0 0 60 v Z Q O L� U '50 0 E.sQ- � � � T ca � � x I O ^y o a CO m A, Ilk o0 � y Q N L0 rf] o o •- o N O M U rn I N .� N j 00) 04 (U O Y 0 v L W CI (1)Z O W L0 R W �g U �. Z aZ ss Z Q L U • � W W c� IU v =Z o U) 3: W U ©� \ o N (Q N M Z O 0O (n W m .-- z LL1 z LLJ w j 0) a o o > LIJ O w 2-1(1)a cn ® � co Q ¢ it 0 0O � a C) z ¢v 0 6 Q a z z L y z m (nLIJ Q L'J L C1 0 0 E r VARIES r•r M30 (FRAME) WITH O. ER FY LINE c' •/ I • :r• SCREW TYPE MIP CAP SCH :e PVC MIP 2SERVICE SADDLE1 SOLVENTX FEMALE 21 CORP. STOP WELD COUPLING •• f1:ra ''*�:� DIA X 30 DEEP POLY t:f��•+ .11:�PLASTIC METER 2* SCII 80 PVC coupliN 9' �3 • w� w • • •� BEDDING MATERIAL f�1�I.I.ff.•� J�1.,�1�1�1 f.1; 1�f��AS PER .! WATER MAIN 21 Sm:1 PVC 21 SCH1 so PVC MIP SOLVENTr 1' CIS POLYETHYLENE 2' BALL VALVE SOLVENTr X FEMALE BEND E. TUBING (PET) tr PSI CURB O. WITH WELD COUPLING W1 SS INSERTS AT ALL CONNECTIONS =I--.,ATING NUT SLOW -OFF ASSEMBLY FIGURE 9 755 750 745 740 735 METER BOIL and COVER METER SUE METER BOX METER BOX COVER 518,04• or 314` 18 in. Die. Non-Taffrc M32C-PW Traffic A32HH 1` 24 in. Dior_ Non -Traffic MC30 (Frame) WITH RML-I-T (rop Lid) Traffic MC30 (Frame) 1.1— RMI-*T(ropta) e s PSII k '----�-- - IJri t�t'il'lli > Opposite Sae COPPERSEITER_ mete sim Opposite Stle Sara side 5/8'x3r4` VBHC72-i8WD-4444-B4 44 VBHC82-i(riVo 444484 314` VBHC72-18WD.b.b- vet-Ica2-18V/D-44e484 1` VB C74-15WD-44d4-84 - A - INSTALLATION NDTES: 1location of meter box aSStmbly to be ep"Ad pray to installation. 2. wow service crossig strw: a) Encase in 3• diameter SCH10 PVC or SOR21 pipe. The piping shelf nn fmn one Ina beyond sdewt&, across tha street• to one foot beyond 6tiwek. b) Install 12 gauge insufmod mpper wire (for fine tracing) from corp. stop to into the mew box )vaep vdme around Corp. stop; wire to be taped to top of PET at 10 foot arorvats: come up into meter box end trmhanate iced vA:4 ongie beg vaAe). 5/8'x3/4", 314' & 1' METER INSTALLATION (4 FOOT COVER) Fishes 0+00 0+50 1+00 PROPOSED SANITARY SEWER CROSSING WARRIOR DR. R VALOO! Inc,— CCN " Fig. No. 71608 vpV with lid madmd SEWER' bottomsection _- of lux SDR 35 gasketed beds wire spry (see acIA: r—sewer mail cast Iron 15anota cap wale brass / plug must be 8• from the top of the tam type adjustable box .� skd pad 21Y7r 20ak G deep cast iron deanma cap with bass plug havahg a courewsu hk square head Panetta Model PA4SVCSK;4j SDR 21 • cleaaut pipe \--- 6•stone bedding NOTE :e top Of sew r mein is greeter ttlen SW deep, then wye and land to be ha vywad SDFi35. SEWER CLEANOUT Figure 16 general back ,sot note) Wed ba" late) STANDARD CONCRETE ARCH (generalnot e, ,ti r r 1 24'seied beddifl (see note) 1/2 O.D. g oonbxale CONCRETE CRADLE CONCRETE ENCASE* NOTE: To be cadpaoted to 85%of ASTM DM moximum density. TRENCH & BEDDING Figure 1 a *led ba"I note) 2OD. wiledt>acim rate) 8• du. schedule 40 glad pipe flied with mom" .•. and painted yellow z 1(rdie. wnrxete y om-avf neat f i DETAIL FIRE HYDRANT ASSEMBLY Figure B x 6' deep bcatornmmker cmnical pint Mai tee with wanch 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 PROPOSED WATER LINE VBHH77-15BHG11-77 2' custom sewer (meter by FCSA) cast in place access standard flat top door• centered in for 4' dianmrter top (see note 1) manholeat caries 2' nhnc. prey ine finished (see note 2) grade skid pad F. roMkwaytax z '.:': �.•" 3 section�' 2` CTS pa4.� diametesnouts Wang (Piv wnh wl SS Inall 9 mi — j sa PIA Y. rat n. corp e0ud supped hocks watts � 6' stone bedding uht108r custom setter bail w." axb stop C14-44 w! 38 in,. (CTS) both ends IB44-777 and MIP plastic plug w, SS inserts); WWI z gate valve Operating nut } 6. NOTES: t. Access door shell be by Hallitley Products or Our approd equet: 8) in ran -traffic was - model no. SIA3030 b) in traffic area - model no. NlR2424 2. Water service crossing street: e) Encased in W d1wrOw SCH40 PVC a SDR21 pipe. The piping shall tun Gan ate toot beyond sidewalk, across stteeb• to Ora foot beyond Sidewalk. CUTOUT DETAIL b) Invteil 12 gauge insulated copper wire (for une tracing) from mg). Stop to into the meter box i Wrap wire around wPc9 cap. slop: wire to be taped to top of PET M W foot intervals: come up kdo melon box and terminate level with angle bell valve). 1 1/2" and 2" METER INSTALLATION Figure 6 V-01 top ofmotttab et grotto in pavomort areas unless Otherwise,dkocmd POP shall be 301245 mh% above grade in easoment Meat) squere8Wpnd6'iNck Wr xr W4• oonow,, anchor balls (4 each) ad ustrneld nags (I14 max.) concrete ASTMC-150 40M psi �TT- Itr or t5 (typ.) _ wate"oe coatting 1' CS•55 by Cons" k r+orrhinal ens RV 30 butyl :cart s"am appiiod between )olm and on exterior side of )dots joints are to be sealed with •O• rig ga" �• . --;- LD. Pipe to manhob 5 caaactbn to be by flexible sfeave imerl Channel to provide a C L 74' role. snmootih transition n w Out.-4'-0" max. for all connections ; -' 7-0n me.. procast inert or gmul w`'i �loP of bench vvdl bottom to form channel �'" Y i... D/2 ,-_ =`:n.' :A::s . same elev. as ti top of pipe 7. G bedding stone NOTES: 1. Manhole sacfiere shall have an external meting of approved Polymer film water proofing poor to imialtatan. 2. a efF,u4trn9rd elevatan exoeads two inches use concrear adµmstmook nngs with a exterior coating Oc water proo6hg. I. Final a" adfust mem m of manhole frame may be try shims and r rhnnk gtourL 4. Skid pad to be placed arowA manholes located m simidens c4 roads. S. fiat top casting shall be used on shallow manhole (4 ill. or loss) installations. STANDARD MANHOLE Figure 11 � 1 r 1 U I z• x i t t 1 PROPOSED GRADE i j EX. GRADE { 745; z, ....____.__._._ ..._. 1 6' MR�2 q - f ' 3 Ptv v2c7• 740 1.5' MIiJ CLEAR I STA 0+00 STA 0+96.50 1-8 z6" TEE,1-2" SEWCE f 735' _�_...__w._____� _.. __..___ -.STAt 1+13.50 - i ; 1-FH ASSEMBLE l ; I f , + i I i i t 0+00 0+50 1+00 PROPOSED WATER LINE 2 (tor valves I ram larger) Note: this detail is also used for butterfly vavos GATE VALVE Figure 7 '", spigot SDR Sri spigot by R.eted SM 21 gasketed 4band bull adaptorr �te) j 2' y , SDR 21 gw*otod SDR 35lr*r Pipe and ftling3 i gaskated bell Wye SCH 40 1 mate) sontm (we .. weld rap w1 property Note: if top Of main is greater than 15 ft deep use heavy well SDR 35 J -S caarafe cmda N top 01 main is greater than 16 deep GRAVITY SEWER SERVICE LATERAL Figure 14 0+00 0+50 1+00 PROPOSED WATER LINE 3 _I W J Q V) L, O 4 \RGI�Iq Y O J Q ; Z aZ� 0 O z (Yr, Li O_ LW a1n 1-�'z S g U_O (_nWC7 N (� li Z , W O of w o 0 d 'lj o Ly � 0 PV 0 0 o °) n 0 pr7(T ✓"'� NNNO W �NII Q tip iD -E R1 *,a Cv a boo If) t� (C1 Cz o O U to z Q U UaLL 0 a'c° I (� U) Li ?O O CO ou O � .` O x m r- ✓1 it . a, > a 4-4 N Q N to Ut 0 ONO ff� I O •01 I N •-I a CC) DO rn 0 DO -0 to ti ) —0 00 L z z 0 W O X ty 2 LLJ J I— W X U OF— � z Z Z <C UJ tI� � M C9 U WW I o _ Z w O W W a 00CL F_ U Ld 0 ry a_ Ln O in CD C"D b CD�. 0 d- N N O z N U W < w V7 z Cn z Fes) z ll W m 2 C W O oa v 0 �LLJ u Z > LO L] O a - Z o Q U)z L,j w zz w � Q Q a N _I ~ a LLJ Q w/) ( C) N w p zD U-)-) LL1 Ll_I LLJ r O w Q M U a < < Q Lr— N 0 o tLij o M N Z LIJ _ J N a 755 W w 745 740 735 I 755 1750 746 740 1 Q I to Ln / N ^ U UNwN� cp U QCO ' \ N 0 tines ( C7cNoM (7)I.- EXI TING GRADE _ '' o Z b� �' `� irr "� r - r NC) UO MOnr, cDZZ MNn cnv� ZZ der ,c \ // + �►� Co -_ _ - --- _ z z Z 62 cn cn_ - . - o GRADE- - LO CL r=W�� I�,�� I \ \ N N�ZZ I I � i 14 SL E 0.60%- DIA 24in.CPP _Cf_LEI'I \ \\ I SLOPE 0.60% DIA 24in.CP CS -------- `-- C7 ( I C4 LEN 154 LEN 31 C2 LEN 14 SLOPE 0.45% DIA 30in.CPP C3 } LEN 0 SLOPE 0 50% - -- i IA-45►n.CPP ----- LEN 58 j ✓ SLOPE .60% f j r-- ! STA 3+67.46 ELEV. 74 .68 DIA 241 .CPP OPE 0.70% IA 24in.CPP ci LEN 22 OPE 0.44% � tl IA-301n:CPP 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 PROPOSED STORM STR 1 - STR 7 ),DROP GRADE I rn oq--- i CONC CRADLE REQUIRED C25 C281 LEN 125 SLOPE 50% DIA 24in.CP C8 N 80 C9 -- 3 -i SLOPE --- 0.50% LEN 29 LENDIA 4in-CPP SLOPE 0.50% SLOPE 0. 0% D 4in.x 18in.R 24n CPS --DIA Nr.V UN v NN a,V ►'� O^00 w ! stN- ^ w r'Jaocup� �- • ^ !` --� w NN ^ 0)e1N' N^11 00 04 V Oc co" rf' ptV�pZZ� �`t t� Z� 04 O'�C7`�� Nam^ N ^ F-F- aoN to ..28 F-i-. I +O-• g� 0+00 0+50 1+00 1+50 2+00 CUL VER T 25, 28, 8, &9 I 755 750 745 JgS7ING GRADE ROP GRADE ff 44 - C4 LEN 10) II LEN SLOPE 1. % SLOPE .62% D15 _ 18 DIA 15i .RCP SLOPE 1.00% DIA 15in.CPP U � ,� U 0 d � O N W QC 11 of . ? IN Es e{ 00 cri 1 I 0 O'3 sQ-00 dlnF 1 �`�F-In - tnfe Ixti� f� CU VER TS 43 - 45 to U O e!' 740 ao8 n�Z IXI----SM 16 GRADER PROP GR ;E7r N 2 �(PE I'A 2.6g96 - 00 UU I J Cp to � _M _ �_^ ^ I M _ _ � f c1 ;t a ogo'_z_z I +;^ F_aw_ r' CC. Ct a� a �FQ-.mE 0+00 0+50 CUL VER T 32 755 750 v 745 U r. N S 2 740 00 U co r*ot Z 760 755 750 St 0+00 0+50 1+00 CUL VER T 18, 19 AND 20 R U O M V UN ,t:$ Q 00 ri)UUr� ry' 00 O ti►-1-. I +c:j � l-►-F- w IY ��9W in ck: I PROP MADE / 00 �EXIS71NG GR D / + ec �w `" - Z M EXIS71N 3" WATER MAIN i C10 DV 69 Cii E 0.60% LEN 21 DIA 15in.RCP OPE 0 60%._ IIA 15h.CPP W cn Z rr Z CULVERT511, AND 10 1+00 750 745 740 4+00 oGo 00 M to ej Q ^Gj�� r, Q r h�� ?Wa- 11 1 00 "1 N►-.� 3 �� i Ur2Z 4cr3 [>± S :c O r. C� U w w - 1 PROP GRA i od o DII7ING MADE Co - -J, �\, I L fi C19 �- I LEN 70 4 ISLOPE 0. 79 C20 LEW 20 18 MIN R DIA 15in.R -+DIA QPF-1.0CLf 1% LEN 29 15in.CPP OPE 0.70% PROPO 8" WATER MAIN t 15in.CPP 4+50 760 C I w I? V 755 5+00 5+50 U UUO 0 0 Cf Cq in _ N N OP GRADE DIA 15'n.CpP 3.p496 � C24 EXIS11MG WADEf 0+00 0+50 1+00 CUVERT 24 755 745 740 EAIS NG GRADE ROP-GRADE v C27 LEN 62 26 N 58 SLOPE 1.00 IA 15in.CP sLOFE . DIA 5in-CPP U UCNJN MAN Uc tr ! tofIr U-1 pr`Z2� QLori: N N N � cn 0+00 0+50 1+00 CULVERT 26 AND 27 755 c: c 750 jUJ8 +ram 745 W U O Z 1+ad CN EMS RePo$ED ADE 1. MIN CLEAR --- lSTING GROUND -,,,> I' '' / f C1 _-� SLOPE 1.1 % D 01 EP _ -- C22 LEN 123 - -tEft IV SLOPE 1.1 DIA 18in. PP ac 2 0+50 1+00 CU VER TS 21 - 22 1+50 740 co U cop 4 Z_ w +r r C � n c�Q� 0 W Z 750 EXISTING GRI r. U ► 00 989 745 a� co - 3 `t o0 M V 11� I - GRAVE E r C46 --L-EN--34 --- SLOPE a5 % DIA 15in.R CUVERT 46 Q Gv,NIA UJ_EP � �� T J Q [t 3 Z p Q o o ��* xo z 0 Q� 0) O I v Q (n (n Storm Inlet Summary w wo w o w a Str. No. Inv. In Inv. Out Top Elv. Type Throat v' - 1 737.31 737.11 745.10 DI-2C 8 tY '1'p o 1N 0 0 2 738.11 737.91 747.60 DI-2B 8 U3 738.71 738.51 747.65 DI-2B 8 0 4 739.62 739.62 -- TEE -- c? 5 740.18 739.98 747.00 DI-2C 6 0 0 °i rn M 6 742.87 740.87 746.50 DI-1 -- 04 N o U O Z 7 -- 743.02 746.40 DI-3B 6 o ` + r-- 8 742.82 742.72 748.15 DI-1 6 W U U) .0 (0 c0 1 . o 9 743.50 743.07 749.65 DI-3C 8 .M.i �'9' a �0 0 1 � 10 744.49 744.29 749.75 DI-3B 10 � rn - i �v Z I - N'i M 11 -- 744 62 -- STUB -- • �"4 LO > to 750 Q U M N + O ^ 12 739.80 739.60 744.80 DH -- C cd .� o w z < r, 13 740.90 740.70 746.20 DI-1 -- o N cn cn 6E 14 742 70 742.50 749.00 DI-1 -- U o + W W ° EXISTING 15 744.70 744.50 750.50 DI-1 -- is � r o r" N GRADE - t6 17 746.60 746.40 747.20 753.90 DI-3B 6 ES-1 j +;* / -- -- -- � / PROP 18 748.65 748.45 753.35 DI-3C 10 ADE 19 749.40 749.20 753.70 DI-3B 10 a ✓� 62 ? 20 -- 749.60 -- STUB -- 0 Z 0 rn LU a 3 Z,8Edv PR nF sL E 0.44% DIA 24i .CPP -4-J f 2 r SLOP 0.44% "C40 LEN 16 EXISTING ADE _ DIA SLOPE 0.44% DI i 24411n.CPP 1 C4 U U^ 00 11 U� W O to to a 00 25 Z� phl'©Z� F �(Is4 �� V ^f�Cc `tNt� 6n 0 Z ? cl CU VER TS 40 - 42 U Lxa! w 0 ON 750^h v oowzc� J +1- 1- w o�� PROP GRADE r`- o_ 74 r -- _ PIPE N 20 SLOPE a69% 74C C31 24in.CPP LEN 11 SLOPE a 3% DIA 24in. CPP N w U ' 0- OMB -a .- R cd Ohrlr-. gg�ZZ� encn�2- Z 0+00 CUL VER T 31 755 750 745 7J EXIS71NG GR DE / p�� / O cNo c' ti +??8 ??z PR o GRADE I G� o� 0+00 CUL VER T 30 745 1 l 745 _ 21 738.64 738.44 743.50 DI-1 -- .� 22 -- 740.00 -- ES-1 -- 23 -- 740.96 745.35 DI-1 -- a cd 24 -- 748.00 751.50 TEE WGR -- + 25 741.49 741.29 746.50 DI-1 -- •}�.1 00 - 26 743.55 743.35 750.50 DI-1 -- ~ 0 -) X 27 -- 744.18 -- STUB -- V �, (d 28 742-32 742-12 -- MN -- Q' o a 29 743.02 743.02 745.83 DI-36 10 i � 4-1 Q a N to 30 -- 743.65 748.50 TEE WGR -- co : N M 6 740 - C23 31 -- 742.01 -- EXT -- I p •- I N 0, N 14 32 -- 747.27 750.95 DI-3B 8 00 rn n 3 SL E 7.00% 33 -- 744.60 -- FLUME -- w � � c � 00 00 rn DI 15,n.CPP 40 745.07 744.97 747.86 DI-i -- N 'd C) CO 41 745.75 745.65 748.50 DI-3B 8 WQ cd v Y �o 42 -- 746.00 -- STD PIPE -- op" o 0 � .� •0 0+00 43 748.02 747.82 751.25 DI-3B 8 W U Z 1 -0 O x 4749.21 749.01 752.89 DI-3B 8 _ a CU VER T 23 45 -- 749.40 752.65 DI-1 -- 46 -- 746.27 749.20 DI-3B 8 Culvert Summery Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 737.11 737.00 22 30 0.50 CPP 2 737.91 737.31 134 30 0.45 CPP 3 738.51 738.11 58 24 0.69 CPP 4 739.62 738.71 154 24 0.59 CPP 5 739.98 739.62 60 24 0.60 CPP 6 740.87 740.18 114 24 0.60 CPP 7 743.02 742.87 31 24 0.49 CPP 8 74172 742.32 80 24 0.50 CPP 9 743.07 742.82 29 24 X 18 0.84 RCEP 10 744.29 743.50 69 15 1.15 RCP 11 744.62 744.49 21 15 0.60 CPP 12 739.60 738.50 100 24 1.10 CPP 13 740.70 739.80 95 24 0.95 CPP 14 742.50 740.90 160 24 1.00 CPP 15 744.50 742.70 99 18 1.81 CPP 16 746.40 744.70 124 18 1.37 CPP 17 747.20 746.60 50 18 1.19 CPP 18 748.45 748.25 29 18 0.70 CPP 19 749.20 748.65 70 18 0.79 RCP 20 749.60 749.40 20 15 1.01 CPP N 21 738.44 738.02 38 18 1.10 CPP U 22 740.00 738.64 123 18 1.10 CPP 00 23 740.96 740.00 14 15 7.03 CPP c6 24 748.00 744.70 108 15 3.04 CPP ram. 25 741.29 741.10 39 24 0.50 CPP I- 26 74135 742.32 138 15 0.75 CPP 27 744.18 743.55 62 15 1.00 CPP r ` .cr 28 742.12 741.49 125 24 0.50 CPP r �2 30 743.65 740.00 46 15 8.00 CPP ? 31 742.01 741.93 11 24 0.73 CPP 32 747.27 745.60 62 15 2.69 RCP 33 744.60 744.10 10 0 5.00 FLUME 40 744.97 744.90 16 24 0.44 CPP 41 745.65 745.07 131 24 0.44 CPP 42 746.00 745.75 57 18 0.44 CPP 43 747.82 747.54 28 15 1.00 CPP 44 749.01 748.02 100 15 1.00 RCP 45 747.82 747.54 45 15 1.00 CPP 46 746.27 746.10 34 15 0.50 RCP NOTE ALL CPP IS TO BE GRUMPLER SMOOTNCORE OR EQUIVALTENT. o EXISTIN Zm8 oQ ar* �z I I I aii / I I I I ' � PROP GRADE 0 W� C0<F" LUZ U-)'V' ui N \ � pza.Z00 W'Q� 'RE k�I� ?ADE 8 745 740 735 PROP GRADE o? Ch ? EXIS NG GRADE i p(j T PIPE-� 11 N 50 SLOPE 0.80% -------DIA-2- in. CpP----- ,< 3 �M Q 0+00 0+50 0+00 0+50 PROPOSED STORM STR 29 POND C OUTLET PIPE V) Lij "jw i O 0 w J r= W o F_ a 0Z s Z W 4 �. QU z Uj:"3:: WME =Z �� W O Q CD Z o N p M 0 Q V) S W m tM r r? M r- wo r >-p z � ►- z o Q 0 w _r am, - W a cn W o F U z� a00 U �O N z z a 0 ' Z O Of U10 -w-1 N L� r r, Prune codominant leaders DO NOT prune terminal - - leader or branch tips Prune rubbing or cross branches Prune narrow crotch angles DO NOT stake or wrap and water spouts trunk unless necessary Prune broken branches Remove all tags and labels Prune suckers Cut away all bailing ropes tF,__��_Soa2'3' mulch kept away from trunk well to contain water I Remove top of wire basket -- ;, -• b•. �' :ice �:,�-�'��.�-��c- ��- i Widen and score hale wall 4a: _ -• �.r Remove container and cut cirdng Leave solid sod pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no SCd° UNAMENDED backfdl sod PoWd►y badkfill, water to settle loll, finish backf fling -Area for water drainage o �oz W u4EL r.r,c^� to C-) vo vQ PR POSED GRAD' ��Zp I, u�jQ?oce- �+��Q�"' ti 1.5' MIN CLEAR t7 1 I ----_` - -" _ - --- LOP,- - SLOPE 1.19% _ � -• X1STING GROUND i C16 L N 124 p 18in•CPP � 8in.CPP N D 1.81% DIA SLOPE z DIA 24 n.CPP ` C1 t ,� � � I SLOPE 10070 � i C14 (� 160 � z o � I _' �^ N C 2 � 1-- I-- J INN r __-- '--�- i.:EN-1 k14- - SLOPE ° � 1.5' IN DIA 24i .CPP SLOPE 1.10% CLEA DIA 2 in.CPP ca Z X J 3 - - 755 v N .O Z 750 745 740 735 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 COVERTS 12 - 17 cG•rtc �", �„� - s•yML xx IxossrAur r lAK AT x Y HIGHER rNMI focE Ds v"vEEENr � ATxx SAME As Tina of cirm ealpaswM.R � DETENTION POND PONDA PONDS PONDC u TYPICAL PLACEMENT AT INTERSECTION TEMPORARY SEDIMENT TRAP POND PONDS POND •N r � WITH BUFFER STRIP s•a� � • r TaeRE sro. cc-J as a USED. EMERGENCY OVERFLOW ELEV - A NIA 746.10 743.55 -r i� a 3Z TOP OFEMBANKMENT - B 751.50 747.10 744.55 tM CGe� •e Q • 1 •B i MAX. A -.c-i ALTERATIONS m ,, WIDTH OF TOP OF EMBANKMENT (MINIMUM} et 8.00 8.00 8.00 ................. . r_,�, s..9. 4.,�,,. :• • • •...,.. e.. •.. •.- �. ' � 4" EMBANKMENT SIDE SLOPES (FEET HORIZONTAL TO FOOT VERTICAL} B3 3.00 3. 3. � �iaucnoll ,lo«T ,p,Es , SECTION A -A RIP RAP VOLUME CL A1(C.Y.) - C NIA 21 32 B T B 1i16 CdIKO �MI/CCEC A PE1WOOGllM1)0E1U1 rpl M.TERATIOIK CAN RE kISEO TIffH yp 1 pew e �rlat STRIP E�a+a AT eoTrw a TWO xaMc yoEs +mN w- Y eo- r+. DISCHARGE PIPE DIAMETER (IN) - D 18 18 24 OEENSgr1S. THE SNpli PEWfrO1C1A,AR RUN TO iK STREET CAN BE PROTECTED BY A IMOSCMfD SETBACK as ualMECTco to THE sttttALlr wrH A wMmEo SURFACE. DISCHARGE PIPE INV. OUT - E 745.71 738.02 736.00 •r x�iccr)�eLE M+oni To BE iHE�ErroE�woni a THE R�wr SLIP FLOOR wr BE DISCHARGE PRECAST a FAsr w aACfT. THE DETECTABLE 'RAI•/R• sr1ALE BE PRovoEp By AN EXPOSED AGGREGCTE DISCHARGE PIPE LENGTH (FT} - F 57 181 50 TwsE RAMP 911EE Npi ExTSEo " WO•Y SLOPE OF mE DISCHARGE PIPE SLOPE (%) - G 0.50°% 1.10% 0.80% A AOPwc sins or ase aMr Wr BE Po1PKo uoaaErrHtAEEr •rtH RAMP Hain oR sr vsNc PEreaSSeL[ COIRTI41Cllp/ XM:T 1RTrl ROIAIED OARS. TANGENT PLAN r RAMP noon K PRECAST, NOTES MUST K PROy pCO OR OOKE eras 50 THAT ADAOMIC n/1KD ® LIMITS a ExrosEp ACGR[GATE SUCiTAUr CAN t[ CAST w PUCE AFTER PLACEMENT (>< PRECAST RAMP n«x. PRECAST CONCRETE 51IALE BE aAss A-s. DISCHARGE PIPE INV. IN - H 746.00 740.00 RCOI/IED BARS AM TO BE NO. S x e• RACED t tprrER TO CENTER ALONC DOT" SIDES OF 11E RAMP noaa tAo•oEym � aMr naolE �,� ,E �, yr_. DISCHARGE PIPE TYPE-H2 CPP CPP •S OORELs, e- qAe RA1P5 •lC BE tAEA<AMO AM PAID PAp FOR AT M CONTRACT t••T PRICES TOR }IYp11AUCIG CEMENT EOHC • + - c-c CONCRETE SIDE At* no EXPOSED ALY,REGAu sDEeTw.R. ewtETE-woEACE. RCP STAND PIPE OUTLET STRUCTURE TYPE - I 4 FT DIA 4t FT DIA 4 FT DIA �AOPE I?-t \ OIKU011 JO•IT CURe/CiAle AND COTTER SCOPE ia/tf$IrAY6 AD•A•CENt TO iO CURB RAIDS ARE wCLUOCb M PAYMENT WTAR)11 'an tuRetue AND CUTTER. +NcN USED w cauAlcTbN tiNH stwo>wo CO-3 oR ce•T. THE ouRe rACE ON nEs sTAsa�ao a OUTLET STRUCTURE TOP -J 748.90 744.40 741. . .• 10 eE ApAbiEO TO MATCH THE rgMfABLf CUIe Ale COMF%1. ATKIM. ' - rue Rrlvs ARE To BE EocAtm As s)IDrw oN M vows a a UREcrm m THE U.N. OUTLET STRUCTURE WO ORIFICE DIAMETER (IN) - K 5 12 SECTION 8-B THEY ARE to e[ PROyeEO AT INTERSECTIONS .ieREvne AN ACCESSA6EE reourE s • � THE RIGHT a ® AcccsseLE RourE Is oEfrcv As A cDNTPAKRK ur Or A HIfI1RAr rACilTr a+ossfs A cue REGARDLESS Of RHETKa SpEi•ACR S oDsrwc, OUTLET STRUCTURE ORIFICE INVERT - L 74&.00 740.00 736.40 UNOBSTRUCt[O. SrAeCE. rPRI IPID SLIP RESISTANT PpOPO5E0.OR NOMExETENT. THEY IySr BE LOCATED MTNw PEDESTRIAN CROSS>rAU1S AS AIDTM d/ PLAINS PATH Cp•ECTwG N.l ACCESSRE [l[NfNtS Of A OR AS p4CtE0 BY THE ENfAEfR. A14 SHOULD Wi � LOCATED BEND VTIPttE STOP lw[S rAttttr iHAI CAN eE MPRpAC1(D. EN1EaE0 AND ExKrt•G LIfwT POlE3. rPIE HYDRANTS. DnOP wlEiz ETC. TREE At50 KlEcr TWO YEAR STORM ELEV - M 748.33 744.40 I/5E0 Br OfRSdd 111rH YDBCIrT AIPARIENIS. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP � TEN YEAR STORM ELEV -N 749.07 745.62 742.79 100 YEAR STORM ELEV - 0 749.47 746.07 743.55 .„p, (ACCESS FOR MOBILITY IMPAIRMENTS) ,� .tor or vPee••A pEPARTt[Tli or TRANSPORTATIpI CLAY CORE TOP - P 749.07 745.10 742.55 ANTI -SEEP COLLAR DIMENSION (IN) - O NONE NONE NONE EMERGENCY OVERFLOW WEIR LENGTH (FT) - R WA 20 30 TRASH RACKS (TR) REQUIRED YES 1 NO YES YES YES ANTI VORTEX DEVEICE REGD. (YESMO) NO NO NO BARREL LENGTH IN SATURATED ZONE L (FEET) 18 27 28 DESIGN FLOW IN EMERGENCY SPI WAY 0 12.23 51.37 x-R CG-e OUTLET PROTECTION I t I A� �ACMc� �+.M�E NOTES - (RADIUS 010 (cis) NIA 14 36 : ROADWAY sloN R�vrsr C r. THIS iTw WAY BE PRECAST OR cisT M PLACE. DIAMETER (IN) WA 18 24 !RADA)$ TO BE AS t. •CONCREi FTOQ ASS A) r CAST M PLACE, WIDTH (FT) WA 14 24 aAAre Two wrTi SHOWN ON rteea> � LENGTH (FT) S. tOYtlwAT)OH CUB L CUTTER HAVING A RIOUS WA 12 22 ,..T •- RE OAO FOR a R LESS I COMBINATION CURB aAss AT �:.. .•. :. ' ' �} �T�• DEPTH (FT) NIA 1.8 1.8 SIDEWALK COIC�AIEiE • •••• �', •�•, •; - FOR TuyrEf R�,T� � � � RIPRAP CLASS wA Al Al C- » DPIRINAE, e- AND WTTEYI eur 1. supfgalSrRJCTED PARNIEE I noR ERE-� OPEC" N�SEE CCf0A1RRSSEE E%PANSUN JOwr EXPANSION JOINT AHDT O THE DEPTH OF THE PAYEICNT. ' h SECTION C-C s. TNS CURB WY BE USED 11TIFlE NOTE: lIp1N -B- 2'-O- OR AS I+' WN.wE RpATN1AY ON RUt/E��H6FIMAY3 NOO S TrN OR SgRN ON TYPICK SECtgN. A_r r R �As °iH�E�s� "sPEEos� ExcEtuEo sTMOAao cc-t a REoursED.NNEC 4. • ~ • ® CONSTRUCT GRADE CHANGES rRiH A PMAeOEIC C7RTYE. ' tBEN M ENTRANCE RApCM•4T ACCOIRIODATE ® THE ilylNNG REpUMI1ENTS OF ANTILYATED 1[IIyY ro•vARAeoLA: CURVE TR11[R iRA!!1C TTE DEPTH FOR sDErMAEK • CURD aAuvs IwTH.I iNE Eris a THE aAnsllaco BE EocE or sHaAtKa as _ D ■ D INCREASED TO r- CPigNAV. ROM EwC -'- - RTEN Sig. CC•116 VSEO FOR ENiRN10E5 e(R-T N CONAIICTION RCTM YpOT PRO.ECTS. PCEASE YpIK ROADWAY roELOR•It�xxW(•EvAVE►ENTSIIALte[kwlLSTwc��o,,I,•vEiOR :�J�%:PE'iswwE`--.---�IIDTfnE D iLTT IE%CfPf ANr STREET t TO THE i,•E STABUZATidt 11EOU•IED Fall II/•l•E oEsa�Nraa PAVEMENT vH BE ouTiEn w � SECTION A - A ®RAour tVe OR COfePNTION a•e TEo CInDELiNES FOR GRADE CHANGED eE�TiK w�. u"4°TEz�cEPi`�Fi� ��,E,R TmavosEs. TREN U5CO w CON.AwCTKw rRil/ SrAIOMlD ENiaANCE yq.VYE pkSANNLC W11YY C'G•3 OR CC•t, THE Tx•e fAC[ ON 11•S WTCN THE SYOIMiE6CWe OI�ATIpNO HIGH tNORE TN1w r500 yip) ° 2 J k SEE STANDARD CC-f7 Tall tune RAAv oESLR HEd1AY IJOO.Yl00 VPDI S 3 I 61 TO � USED WITH THIS STINDI•ID. LOW ttEis THAN Joo vr91 S • t e s x n°A`""osIlA �OUw��/RE110 va�Dvo[�tomliry� oRAPIAL[ ACROSS THE ENTRAwCE. 1>! �RWT� v�a E~ a�+owe°Far wAttte. LO to SPECr1CAilON METHOD OF TREATMENT- RCfERENGE CONNECTION FOR STREET INTERSECTIONS ,�„ „o, soz AND COMMERCIAL ENTRANCES yrIGMA DEPIrIMNT OF TR/NSP'ORTATIfNI THE ooriplA of THE we MID GUTTER MAY HAr BE CONSTRUCTED PARALLEL TO THE SLOPE OF 1SUBBASE �Y DEPTH PROVIDED A IS NAwTMEO. AT�T)IE"OPTWION � THE T RACTQt T1°�"°� COMBINATION 6" CURB & GUTTER ns SOt V1424A Of,PARTTACM OF TRNtiORTATKw tOLO1 EMERGENCY OVERT ELEt! (A) EMBANKMENT SIDE SLOPE HORIZONTAL (83) TO 1 VERTICAL EMBANKMENT SIDE SLOPE 1 VERTICAL ZW WIDTH OF TOP OF EMBANKMENT (81) vo.o. r CLASS _ Al RIPRAP (C) 1 i / / / / / t-�G� Stl9p FED OPE � (G) �G - GCWRE ptPtNG CLAY CORE TOP AT ELEV. _ (P) BEpOtNG g2 � DISCHARGE PiPE INVERT IN = (H) �pV4 '< ACCESS TO STAND PIPE iS � THROUGH TOP OF STRUCTURE 0 II S �o Q 100 YEAR WATER SURFACE j u ELEV. _ (0) O SEDIMENT BASIN AND DETENTION POND OUTLET DETAIL not to scale tom? R Concrete Cradle for 190 feet EMERGENCY OVERFLOW WEIR SECTION NOT 70 SCALE BERM TOP ELEV. = B 10 YEAR WATER SURFACE ELEV. _ (N) 2 YEAR WATER SURFACE ELEV. _ (M) PROVIDE 60 FOOT LONG DEWAiER1NG DEVICE: SEE DETAIL INiS WELL BE AT THE WO ORIFACE OF THE STAND PiPE FOR SEDIMENT BASINS REMOVE FOLLOWiNG SITE STABILIZATION =Wa ORIFICE DIAMETER = (K) rNVERr AT ELEV. _ (L) (FIT WiTH DEWATERiNG PIPE DURING CONSTRUCT)ON) REMOVE DEWATERING PIPE FOLLOWING 511E STABIUZA710N - PROVIDE CAGE FOLLOWING SITE STABILIZA110N TO PROTECT ORIFICE. SEE DETAIL - PROVIDE CONCRETE AN11FLO7A17ON BASE AS READ 7 DIA. 1.0 FT THICK, STAND PIPE 0.5 FT INTO BASE NOTES: EMBANKMENT TO BE PLACED AND COMPACTED IN 8" LIFTS. NO TOPSOIL, ORGANICS, OR STONES GREATER THAN 6" DIAMETER SHALL BE USED. MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT PLUS OR MINUS 2% OPTIMUM MOISTURE. CLAY CORE TO EXTEND 5 FEET BEYOND ENDS OF EMBANKMENT, AND 2 FEET BELOW EXISANG GRADE. THE TOP OF THE CORE SHALL BE AT ELEV. _ (P) . DEPTH OF CORE TRENCH 15 GENERAL, ACTUAL REQUIRED DEPTH SHOULD BE DETERMINED BY SOitS SPECIALIST AT THE TIME OF CONSTRUCTION. MAXIMUM SIDE SLOPE IS 1: 1. CLAY CORE MATERIAL SHALL MEET THE FOLLOW?NG: UNIFIED CLASSIFICATION: SM, SC, ML, MH, Ct OR CH. PAR71CAt SIZE: 95% PASSING 1/2" SIEVE EMERGENCY OVERFLOW ELEV. = A � - a W �GLNI (n �\ _ rn �OMO) !� �NNOLO cDo o 1 +) o N I I 0kp c0 do 'E ko dD •�Ei N a� ,� �, COCO Gaza coi_rOLL � I O rn � c= n- � °- � En w � � T CO � � 1�1 0 co U) 0 W J• - U W (IB- Cf) n O - Q � Z 0 0 6 W JCL CV � Z o W N z Mz � N W W J 1- r W (Y 1-- Q � W can oZ (10 O (J.) Z 0 QU U � Q O Z � 1 o O N w � _ JN 0 © 0 LL v-b. i �`+•• •••rl+� • bi ♦ r I • •.. • • at _ .w• -! 1 ✓�. .i ♦� �1�,. • •`�:. flq.. I- I o.AI I I YI iA 11111 FT i ■ ��• f '� � �► � , .,� +�5 pair'. � .•. s..• 8�6i�ia'� •.+►+. - r�•ni.ial� C' • ■ I r 1 ■..• V I _-�•? '�'--� S % � ��'�i17 :: � . •:u•l. is i•' • % r• •`: � �I �I �I � u ♦♦ R ' � 1 • • r f1 _ •I �•� ♦ �' �c t �� •..+-..i ,�. • ..s•� . 'i �•. ..•• •1 \� t^`r-^, �1 :. •1 �\ �'-�► ,; +AM�11 • - I►. ` e.�� 1 �I' / 1 1. �: • �'. 4�1/. t� ,_� �` t� ' �� I `� ,�` ,'1 �1/• �i1111 - '+�`�•'* �.." ii•p,�,; } iN ! �iff1_. 1 1 1 • �.+..•l :� i�,�•�� . .�rw..\/1r Air►• " ( �'!.'`i .% t`•� .:^ ��---•:� e-•�.•.•.-.,.:+.■R�+�7 . \ t+•1+t �1 i k�r 1^ • A i �► 1► �IIII MIN 1 r f t• I►R i . ap�flL 1 w 1 1' +4 I,` +.'••1•- - W . •.•.I _ 1 t ♦ ♦ + sit, fa �� 1 h h ��®` t yip • . • 1 1 • ,. 1 w �A''i/ I,, ' - '\Irk \�'S� A r r.1,•11 t r l !�rd�^^Aat • �� I)I1•IIiA ..... /Nlvba� t! R� I•,.1[/ Nlv!t1�`•� IAA .( • ..«. I•Nv�.� a•I■■r�e.l.i 1 1 t�• iIt► pAwagori • • �1,■ ► A�:1``s �� .` ♦ /�\ =a 1 .CI • •... e • ... • t� / M; :)! b/ • 1 a/. ♦t+A ►� • ♦ •��!I >♦r i ,.•- •;. Ir. �1/�•f•��•1 rsi._^'� -' • ,r<:•%�f �♦� ram` ♦ r�A�• \�•rd V� �I��'' �.�i��Cfi•.` o..i'�yy, \II`II.�� i..ya� N►„i�� •E�r♦.-•�� Lhtr. �Ijw��f►�ar�" IIII��._.=11�i1�..r_ _ • 1 erg • jia Y %� •"J -I •w'i,, rren.,+.o -•.1 •,►.. A....: _i- '•,1-%' :. j .i1:�::;�� ,�::•..; ., !� �;`'b �• �.�I �iW...��•t:� . ..�J *A .. • .G:.'.+ •rya r ..`•:;,.r r.•:. '� �� i t' � _9 (----•7 ■ , ., ' I : �i' � •+ " •� • Av w� iliir Ia ab It_. i uj a SECTION • • «' 7 • • r • ' • • • tea► aCO • • If• • r: a► • • a'. `• I ,�� i�'•-C�� .- \'• 'i♦.ri�' • "�G• tI�1. �I � .i �. � -� ►w� � 1�W1,• (I��—m >�►rr�% r.. ♦ . �i�re� .■.+pis �t1T�!i�f1.a/1)11' ..•�'nl"�t'� �IIIIE�IIIIII�IIIIIf =1 ��I��IIII c • Iy� ` • 1� . �� .�.. �. �IIU�==��=llllll==111111=1nu1 � � •.•rlrw � 1 � IIINI�lllhllr.•�.1111111�1 __ • �. ` '. r• • r.y r ~ • .. • 1 •�+`;,'',,�'•'\` r1`�i•• ~•�IIIII ��I�"I �'� r • • • ql a CIIIII r 4\ t r.tl .<iI Zia .dC—•� in 0 CO 1a 6�r • «' • 7' •' F ••• :• •. ■ « .=1111I�`j �.IIII�I f`� • �C•fy.+.�'�.Itr �j'.!N.r'1,M4►y"i ' / 1 1 1 ' I 1 � ' • • F 1 •, I• / •' F•• 1 •.i:i �` �:� �1�11a1 1 1 ' a11• all 1 1 1 1 '' 1 1 1 1' { 1 • 1 1 a • • ► • « • • . t!% i • • %�,,,.:�I��1 ��•.II. ' / a► ' 1 1 I 1 lai' I 1 .. : 1 � � 41 r• 1 al ar •1 ►1 1 'e 1 ( � • > 000 t.. al 1 1 1 ' 1 • • • � � 1: r: l • I r l n �_- : A w l / : r r -:/ � i s I • r�• r l l t l 1 • SILT FENCE CULVERT INLET TYPICAL TREATMENT - 1 TEMPORARY DIVERSION DIKE PROTECTION(SOIL STABILIZATION BLANI�ET) STONE CONSTRUCTION ENTRANCE -� (1) O J ENDWALL INSTALLATION CRITERIA 70' NIN. EXISTING A 3 PAVEMENT 5:1 Compacted Soil ANCHOR sLor ` tf4IES 18" min. I I I I I ' TOE OF FlLL� — APPROXIMATELY 200 STAPLES REQUIRED FILTER CLDTH 6• MIN• A MOUNTABLE BERM PER 100 SO. YDS. OF MATERIAL ROLL (OPTIONAL) ! CULVERT aoRoo6'5O —Flow CH(BEBURIFD"T127. SIDE ELEVATION ui 0111=13 „ 12" MAX. 4:1 OR FLATTER EXISTING GROUND 0 C) o s• MAX STEEPER THAN 4:1 p. JUNCTION SLOT I EDGE AND END JOINTS 1 I 1 I If I 1 I I 70' MIN. CHECK SLOT* TO BE SNUGLY ABUTTED 4.5 min. (JUTE MESH WILL HAVE I I I B VASHRACK 10' MIN. TERMINAL FOLD STAPLED LAP JOINTIN 1 REWIRED LIEU OF EDGE JOINT) I I I l t LAP JOINT 2• MIN. o } 1 TAMP FIRMLY (JUTE MESH ONLY) I I I • tI•-- EXISTING TOE OF FILL L 5 ANCHOR SLOT I IV MIN. +•--- ' MAX. 4:1 OR FLATTER 1 PAVEMENT � 3' MAX STEEPER THAN 4:1 I t 1 I 2` ROCK CHECK DAM REQ'Do o I I 1 1 1 VDOT #1 I POSITIVE DRAINAGE 10' MIN. • DISTANCE IS B' MINIMUM IF FLOW 6" TO 12' I I I I I COURSE AGGREGATE TO SEDIMENT IS TOWARD EMBANKMENT 1 1 B i TRAPPING DEVICE SOURCE: VA. DSWC PLATE 3.09-1 - 1 I 1 I • MUST EXTEND FULL WIDTH FLOW CHECK SLOT , I I CATION AND EGRESS PLAN VIEW Lij TAMP CHECK SLOT 1 t 1 1 1 RE QI UIRED S T ONE COMBINATION FIRMLY --- I t2' MIN. (� VAR. VAR. W t 3' MIN. J 6" TO 12" PLAN VIEW � e-O' Max. ,.5 STAPLING DIAGRAM 3' MIN. � STAPLE FORMED FROM N0.11 STEEL PARE •CHECK SLOTS AT MIN. FILTER CLOTH 4'x 4' Post 2 x 4' �� 8' STAPLE MIN. LENGTH FOR SANDY SqL NOT REQ.'D WITHAAL.L SECTION A —A 6" STAPLE MIN. LENGTH FOR OTHER SOIL 'COMBINATION 'BLANKETS h — 6'-7` ( ELOW ^' JUNCTION SLOT �-r.. 2.5" .�.- TAMP TERMINAL FOLD :: • -•� .. a Ox r •DOD RAIL FIRMLY Secure +., • wf h TAMP FIRMLY `m _ -• * +' BOa05ri•tL•Ic 2 1 ` t�' Al1AI1ffm 1'iais ? •-,` - .+• `}�•_J-. r.t '+% Sf law fat oew� x 4" ♦ ` rip:/ppr AVD) a `woT /3. #357. #5. #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP v >� 5 lii eOlt45 Z TO REPLACE SILT FENCE IN ' HORSESHOE "WHEN 0 � 1 o HIGH VELOCITY OF FLOW IS EXPECTED REINFORCED CONCRETE DRAIN SPACE A SECTION B—B t'1 r .ow RAr wt1E>E sue •� er A � � MAT� � T � SQUf2CE: ADAPTED from VDOT Standard Sheets and Va. DSVEC PLATE. 3.08-1 Q � � �~ SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36-2 SOURCE: ADAPTED from 1983 tla*nd %ndards for Sol erosion and Se&nent Conflrol, and Va. MK PIa1e 3.02-1 Z W • Z trMk Q U Z DIP/a901 OFI AT I � fA IOO� FilC t%T O•,O T••'aL �O arc rw•• (F {) 1 iv p W W SECTION A x 4' � ZZ O �nUED POST a- p a V) W PLAN VIEW 4"x 4' Past 4% 4' Post n O uj iIIINNNN 101 r p U aM W COS � � TOR sal■ wal.ie ors 0 b 12'Ifl. b — - — w111 ItaB N tOIIaEE r}- Q A IDaC •A113 N q'91 3� ■ (1 SQW.ego 4•x 4• Post o N 0) z � O_ F- Q to « IAITf _ _ Fi Post Hole with 1 Pat � Z m O - i LLI Dry Concrete fda and 1 Pat p T2 Excawted Sol. TtKI wghty laaoa-10010011101 --ernmt°�`eSIM' — Tarp Corlaete Atroa and Sol r w > w F— �-- r to Giminate Voids. Z Z > L i POST SET DETAIL C5 F D Q Z v = FRONT ELEVATION Q d U) Q U) v) 1f Fr STANDARD TRASH ENCLOSURE DETAIL SCREEN FENCE DETAIL Cn o o w z� Q o � Q U v uj C�IQ O Q Z 1 Ld o Ld �04 0 z r w z Q -- co W Q � Q Z � Z. cK, HATCH LEGEND RESURFACE ROAD YARD DRAIN NEW PA VEMEN T RIM= 744.60 \ INV. IN=742.45 ` \ WALKING TRAIL/ BIKE PATH .a� INV. OUT=742.20 �. TO BE BUILT BY DEVELOPER `REPLACE DI-1 TOP �'NITH MANHOLE TOP . CURB INLET Q SIDEWALK RIM=745.15 „ INV. IN = 741.051I 1 DOG `AOUS�`'_M�e�f�OLE INV. OUT WITH DI-3B, L _ .��' ;% ''7 N :1 Q RB 1 LE TOP = 745.83 f '- 1718.80 INV. OUT=7 4.851 TAPING SLEAVE &- �j r 11 ;SALVE BY FCSA 1-FH ASSEMBLY ` SET 3 MIN BEHIND CURB !` f RIM= 749.17 ` 20 WA INV. IN=739.54 ` EASEIL�E 4 /� INV OUT= 739.37 NOTES: SITE DEVELOPMENT SUMMARY 1. ALL SIGNS INSTALLED ON THE PROPERTY WLL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. TOTAL LOT AREA - ................................ 13.7149 ACRES 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFT' -SITE GLARE. LOT 5 AREA .. • . • • • • • • • • • • • • • • • • _ • • • • • • _ • • • - 209,035 SF OR 4.80 ACRES 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM ZONING """""""""""""' B-2 EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL MIN. SETBACKS REQUIRED: FEATURES EXIST. FRONT ................... • ..... • • .. • .......... • ..... 35' ON WARRIOR ROAD 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE SIDE --•--•-•-•-• ..................•••.......•.... - 0' MARSHALL REQUIREMENTS. REAR • • • - - - • - • - • • - • • - ... • ....... • ................... 0' 6. Alt UTILITIES TO BE PLACED UNDERGROUND RETAIL FLOOR AREA • • • • • • _ • • _ • . . . ................... . . 29,240 SQ. FT. 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OFFICE FLOOR AREA • • • - • • ........................ • .. 4,800 "SQ• FT. OF MORE THAN 1: 50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1: 20. RESTAURANT FLOOR AREA • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 5,080 SQ. FT. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9_ SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM TOTAL BUILDING AREA - 39,120 SQ. FT. PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. FAR .......... . ... . ...... . . . . . ............................ 0.19 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. BUILDING HEIGHT • . • • . • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • •'' ' 24' THE STRIPING CURB PAINTING, AND SiGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL PARKING REQUIRED RETAIL SPACES '"••'-"- 119 (1 SPACE/200 SQ. FT.) 11. BUILDINGS SHALL COMPLY WITH THE 4RGINIA UNIFORM STATEWIDE BUILDING OFFICE SPACES • • • • • • • • • • • . • • • • • • • • • • ....... " " 19 (1 SPACE/250 SQ.FT.) CODE AND THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT RESTAURANT SPACES • • • • • • .. • • ... • .. • • • • • • . • ... • -' ' ..' • - 51 (1 SPACE/100 SOYT.) APPLIES IS IBC/ ANSI A1171-98 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF TOTAL PARKING SPACES REQUIRED """' "' 217 SPACES BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. TOTAL STANDARD SPACES PROVIDED ... • . • . • • . • . • • • . • • • • • • • 224 7 Culmt Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 737.10 737.00 22 36 0.44 CPP 2 737.90 737.30 134 30 0.45 CPP 3 738.50 738.10 58 24 0.69 CPP 4 739,62 738.70 154 24 0.60 CPP 5 739.98 739.62 60 24 0.60 CPP 6 740.87 740.18 114 24 0.60 CPP 7 743.02 742.87 31 2.4 0.49 CPP 8 742.72 742.32 80 24 0.50 CPP 9 743.07 742.82 29 24 X 18 0.84 RCEP 10 74-4.29 743.50 69 15 1.15 RCP 11 744.62 744.49 21 15 0.60 CPP 12 739.40 738.40 1100 24 1.00 CPP 13 740.50 739.60 95 24 0.95 CPP 13A 741.65 740.70 95 24 1.00 CPP 14 742.50 740.70 160 24 1.12 CPP 15 744.50 742.70 99 18 1.81 CPP 16 745.94 744.70 124 18 1.00 CPP 17 746.65 746.14 50 18 1.00 CPP 18 748.45 748,25 29 18 0.70 CPP 19 749.20 748.65 70 18 0.79 RCP 12, LOCATION OF FIRE BARRIERS BETWEEN USES OR FIRE SUPPRESSION SYSTEM HO AL HA SPACES ACES ED .- • • ..- - • - .- • - • • • • • • • 20 749.60 749.40 20 15 1.01 CPP •f ,� % :; // �- / �,--�% . �..� 7 CONNECTION IS REQUIRED, NOTE: IBC ALLOWS A MAX. AREA OF 5,000 SQ. ET. TOTAL HANDICAP SPACES PROVIDED • - - - • • - - - - • - - - - • • • • - - • - • 7 PROPOSED '10' PEDESTRIAN ACCESS EASEMENT P �,� A -USE RESTAURANT AND A MAX. 12,000 ON OTHER USE AREAS WITHOUT FIRE TOTAL PARKING SPACES PROVIDED • • • • • • • •. • • • • • • • • • •.... • • 231 21 73$.44 738.02 38 1$ 1.10 CPP SUPPRESSION SYSTEMS PROVIDED THE HEIGHT AND AREA LIMITATION FOR TYPE 22 740.00 738.64 123 18 1.10 CPP V; OF CONSTRUCTION IS MET UNDER TABLE 503. LOADING SPACES REQUIRED """ 4 (1 SPACEf 10,000 SQ. FT. FLOOR AREA) PROVIDED ..... . ...... . . .............. . 6 20 INGRESS EGRESS ESMT.% 23 740 96 740 00 14 15 7 03 CPP c1, .� LOADING SPADES ED RIM=751.49 �! / A�!/ D.B. 936, RG� 1328 ��` `UJ 24 745.78 744.70 108 15 1.00 CPP INV. IN= 742.24 , �d / � u .,R ,� ��. 77 `•.. � � � 25 741.29 741.10 39 24 0.50 CPP INV. / x p'. �` �` OUT= 742.17 Q� 26 743.23 742.32 91 15 1.00 CPP '`� � 27 744.12 743.43 69 15 1.00 CPP '� 70 O % / � ' V ni � � �, 28 742.12 741.49 125 24 0.50 CPP 30 743,65 740.00 46 15 8.00 CPP \ V - �.�� Q�,•Fq\�� 741.93 11 24 2.01 CPP 31 74215 -- 4 SOLID YELLOW . r" G`y SF -' ., �0 IGAL Fill \ ,9 ; ., NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EOUIVALTENT. Gall A J. TALIAFERRO 18120 2 % 1 CE �' SLOPE ,& DRAINAGE ESMT..\ �� \ � tiq ~`�� FF'� `�•. �''��-. Storm Inlet Summary Str. No. Inv. In Inv. Out 1 737.30 737.10 2 738.10 737.90 3 738.70 738.50 4 739.62 739.62 5 740.18 739.98 6 742.87 740.87 7 -- 743.02 8 742.82 742.72 9 743.50 743.07 Top Elv. 744.40 747.15 748.15 -- 747.50 747.40 746.40 750.00 749.75 Type DI-2C DI-2B DI-2B TEE C DI 2 Dl-1 DI-3B DI-1 DI-3C Throat 8 8 8 6- -- 6 6 8 �� `tv ► A x O J , t 4 " z a Q w z tx z a N r, W W Qto rEnz j o L_ a w o v a, �y O o a �p W w 0 10 744.49 744.29 749.80 DI-3B 10 0 M_ 11 -- 744.62 -- STUB -- N N N O a' N 12 739.60 739.40 746.00 DI-1 -a 13 740.70 740.50 748.00 DI-1 13A 741.85 741.65 748.00 DI-1 14 742.70 742.50 748.90 DI-1 -- •sag a; °� _' °' 15 744.70 744.50 750.50 DI-1 -- v co a ai z a _OLi U 16 746.14 745.94 753.90 DI-3B 6 ® �j cvi 0 n- 17 -- 746,65 -- ES-1 -- I ``' 18 748.65 748.45 753.35 DI-3C 10 19 749.40 749.20 753.70 DI-3B 10 20 -- 749.60 -- STUB -- c� � 21 738.64 738.44 743.50 DI-1 -- p t4 22 -- 740.00 745.42 STD PIPE 23 -- 740.96 745.35 DI-1 24 -- 745.78 749.00 TEE WGR -- a 25 741.49 741.29 746.50 DI-1�- 26 743.43 743.23 749.75 DI-1 -- w 0 t-- 27 -- 744.12 750.25 DI-1 -- coi C) 28 742.32 742,12 749.75 MH -- y a o 0 29 743.02 743.02 745.83 DI-3B 10 • ° 0 N un 30 -- 743.65 749,00 TEE WGR -- V) o •o N O 31 -- 742.15 -- EXT -- 1 •- I � 0 A -_co I -RIP GENERATION 6THEDITION ESTIMATES SrfE AT FULL DEVELOPMENT )LD GENERATE 1272 T.P.D. CODE: 820 "D . 1b2, PG. 1741 4» DASHED �;' /�` ; ; 0 BE VACATED) ' WHITE STR(P�/ 'fI ICAL) \w• \ • • 20' DR AINAGE ESMT. D.B. 762, PG. 174 49-10 CD 1f O (3K/,p % Fc S \ S78"49 20 E _ _,r 360.17 BLS j-- i j RO SED 0 �' ;''' `• 1 a\r3 O i "� `-'--- -- 25' INACTIVE BUFFER .�. SIN & BA. �_ f s"� 209 035 SF �` 2 til ti o . .:.. - o til %V&9 'c .4�, �, v / ,, 1 �� h - 25 ACTIVE BUFFER I / r 20 � � 12.5 � F' �' /-- �- --;� �' 1 , � � i , C0 � � a --._---;__, .mow / / j j �., a ..., t 2.�-' �� ; t _ •. �,.�--------_. �• o os - SIG S / sr' ticp -- -_ (19-, c3y - R c r RS'0 r ..,P • '"`---�- 1 - ,4.68, E.1T INA. 0 T 744.5 �CF', CLEANOUT , , , p 9 r 1 k STR INV. 736.50 �� , STAND PIPE UR l ;cam � / i .. ^� ~e / ,,., . ,/� •✓' / ICAt LIGHT FlXTUR D 6 LATERAL @ 2.00% E UMPSTER PAD / r.0 MMH1 a � O }� R=745.00 / 25 / 6 ; c, ! � 5.50' C SCR 35=735.05 INV.O 4.85 / ;ADJUST RIM TO O _ 82,00, ?D� 8 PROP. WALKWAY ELEV. flp - 1 0 0 S F ILL " ,� / 2' ` FF= 751. 0 0 9, 2 4 �i / �� ,tom' [.� - ti C.7 / i d `��° s � FF= 751.00 FF= 751.0D �}� �� "All l � �� shy s F/Q l 24 �� ', x- CONC. CAP AT STM &SAN. O {� LE MOUNTED HANDICAP r. " F g INTERSECTION PARKING SIGNS INSTALLED WALL MOUNTED HANDICAP - ` CON PARKING SIGNS INSTALLED w„ FLU E / C a� Q, _n 0 ULo O W z �L,0. END SECTION fl , r STATE CODE PER 1/tRGIN1A STATE CODE "' l AL INV.OUT=/ RIM= 739.12 20 -4 PVC SDR c° << . , - G SECTION 36-99.11. 35 @ 2.00% -,_ SECTION 36--99.11. 22• 744.00 / f ..; INV. 1N= 733. 37 l , (TWO REQUIRED INV. OUT=733.24 2» WATER (TWO REQUIRED) w / 3 4" PLUG �h METER ;.'. �; - _.. LIMPS PAD / / PROPOSED INV. IN=733.74 1 „ ' "` J . - '�_ � � .:;<...' - " .N, °. 2 WATER D O I . r _I f �"�� = 1-FH ASSEMBLY �n ^' / INV. 746.5571-r CORE DRILL NEW INVERT � . - _ ,; _ METER J , y SET 3' BEHIND Y. x �b : PROVIDE KOR N- SEAL ADAPTER f , 1 FH ASSENT L , 11 CURB / EX. FIRE HYD. ASSEMBLY 30. 0 r CG 6R ADJUST RIM TO PROP. ELEV. :. -+r- 1 a4. c: ,; , I » , ,,- . �, , ,.., ,'t: >_ SET 3 B ND w i 3 RELOCATE TO GRASS STRIP. w cu �,; 9 -- 1�, . N, 4n i CURB LOT 4 , , F I L- C / t ' BEHIND CURB A4 TYP. ' I .p , - -•- TYP.t"` C� 35 912 SF � �. TYp r� • W �, , s - 1 • �. �- I CG � 25 .., cy / ! © 1-6 REDUCER _ TEE ! C / n r cz 1 0.00 1 6 90 BENDN , 16.93 lO.00 �, t r .-w..- 1 6 REDUCER 22. '� , 1 J 40 N 9:1 ,10, SLOPE & DRAINAGE ESMT. i �. , 1 Q.B. 887, PG. 900 r ! TO BE VACATED) 1 1 , C22 I \ I 2, FLUME: , , { i r EX. SAN. SEWER EASEMENT z ! { { 13 r , I PROPOSED 10 PEDESTRIAN ACCESS EASEMENT 1 3 ! , ! , cv , C 4 , PROPOSED DR 1NAGE ESMT: , � Q Lr'j 1 TYPICAL tJNT FlXTURE ; ( 2V 7lAiL � � -,. , :. I _. -,- i.`f'_; I ; .1� . , ,. , 3 i� \/ I f EX. 15 SLOPE, MAINTENANCE , .. IEAS ENT , humm ' � O ,: I WATER EASEMENT TBA .1 •�' » 1-8 -22 112 BEND �, l TO BE VACATED 1-6 PLUG1 ,00 -\ .� PROPOSED aM � anTER TEE � _/f STOP SIGN , S AND BAR I 1 ., PROPOSED ass & REVERSE GUTTER '1 , sw _ sw sw w t 8w sw s gw n rr _ 1.7 G 4� r ....... _ R .. P 1 su Za 8 TEE to a V S R21 WAT�R MAIN STAI�RD PAVED AkFA a2 z _ _ - 8 P C D---_..._ PROPOSED ( / ) �_ ca S (t .> » _ 2a WATER I_ EAs�M r V R 1 r--, _ _� �� _ _ 2 JTS. 6 PVC SD 2 -- tea-- r , , , _ 1 _ � i Ctll1CRETE AREA .. a � {' r � 'c PROPOSED , . ,, 5.57 ADJUST RIM � � � I / : p R T PRO E EV. WATER MAIN , , `", / _.._, , _ _ 3 NV OUT o c, h. I _ 1 , PROPOSED � AREA l c� I » ,, ----►i 1 S x6 ' CRO �. , ... � u..n.. , .a.....,..e.n.. a.�.. ,...... .ate ..�. ; ..�. , .�........ .�......... �,, , - . ; .._.:-_•- ._. ...., ., :.... .. I. ',.: ..... ....r '...n...�a...r;..rr.... r.. » PROPOSED EASE7AENt AREA I 1 z GATE:VALVES '--- _ C \.� t:> •-••- ZB { -__ -- -- WHEEL STOPS REQUIRED'k 23 zaNntc ®ou�oAnr ............................. WHEEL STOPS REQUIRE .� G. I & OX 1 MAIN ' > � .�. ; 8 ° AVC SDR21 vW�r..,_._.-. �......._.....---.8w......... _ �5.. 30> � � tmun PEDESTALS - - - „ W dFF- S$ Y 8W.... , h ,,,...... �� 1 * Q 2 -8" TAPPING DWNG STORM ORANGE & STRUCTURE 0 >\ti » WHEEL STOPS PROVIDED AS A TEMPORARY MEASURE UNTIL 1-8 x6 TEE - / SLEAVE & VALVE PROPOSED STORM mom & STRUCTURE ... ' • • . • • • • • • • . • - » » DEVELOPMENT OF ADJOINING PROPERTIES. / (, R;' 1 5 _ i-6 PLUG �✓ l - �� 1-6 GATE VALVE / -> �c��-> BY FCSA PROPOSED WATER MAIN -----r w� ----- z1 2 JTS. 6» PVC SDR21 LxIsnNG WATER twN _.._. _. ,r )RAIN » WATER MAIN 2-8 -45' BENDS » PROP. NT 30, 1-6 PLUG i l PROPOSED HYDRANT ................ ............ ----:�--- wf - - C1 E/',SEME / / PROPOSED GALE VALVE & ®DX ........................... EXISTYJG SAN. SEWER AND WW}IOiE .................... ._.._.. u . ' 1 � f •••- ' 30 15 0 30 60 r PROPOSED SAN• SEWER AND MNJHOiE • ' ' _ ' ' ' • ' ' ' ' "' - -••is 1 `' � � 1;8 _----•-�' PROPOSED, UNDERGROUND ETECFRTc SEIM ..... UGT j r PROPOSED UNDt7awND TELEPHONE SOW--- TEL I------ - ) , 1 / ' ENDI 20'X25' SIGN EASEMENT /N FEETPROPOSED GAS SERVICE .................-----;GASF ------ fi,^ y i 1 inch = 30 ft. t4 ( , f SECTION I EX. 20 FT. UTILITY ESMT. EX i 8" PLUG AND BLOW -OFF ASS'Y. 11 11� 111� O O O 0 v/d z 1 `M - O ems. O W M c > w M III o W Ir L17 6 CD Z > ,1,0 LL L] U w r> a• D co Q 0 cn T V) m Q v C)w Ca o W p V) � V G C) C) o 04 wcd o z z Y zM dN `- Z � N C� { I� o i N I t r � 6- . � I I - I _ - .1 I ," I , , �, � � .1 :�' .- - , I I , . , I .1 : : ! ,�. , �, � I _ , I .: , I ;-_ ,�� ,."', � ., ,,_; --`--, I I. " I 1. 11, ,. I ". , I _ - i - - _., I I '" - ,� " I , � , ,� " I �� I . I ". " I N" , .1 / '�,� " "," / / I ) _11.-, 1 , , �l , I 1� \ , I., I I " 11 . Il �_�, ,",, ".- �l -, � ,�; '_ - " �O 'I-, , I / .." I -, .;" ,�,�� I \ I 1 li - 01 I // I Yll '.1, �� . , / , . ,�: - 1\ I 11 . - � 1 4 / 111 11 .�� I" I �;. - -.1- I I I I : ,� ,., ,�, 1, - ./ ,,,, I . 11 I -, - � ; .. , � N -m �,'_v .W -7 .... .. , 2,_.'�� "' _,� / , 11 - I r --- -.1, " - I- I " .. - " ,/ / I , i 11 ! - - _j W , , i ,�, ; - I - , __ _,�_ �!!' I / "/ --- � v, / 11, I / I , , " - , '1� . " ., % t � , _ � I -.1 �� I J " , " /I - � �, "", I ., :, , �� - r, I , A . I I , �' I N I ., ,_ I . I , , ,� , 11, �, ) - "'l ., I " I., i -, " ,; �.,,, � � � - / � I I%"- I 11 , 111. - J�'i .� I 1 . � 1, ,�l -7, ,,,'-�"',:Zl . , � ; I I -.1 � I .. , . , , ,,, /.;, - ?.. ,,�,,* \� ,\ ','. - , , . / /"" "', -", '�'�,_- -_ 4 " , " ". " ,% I.- 1�� - _13, 1 4y �TH 01-3B,`b�- z / I � / � I - 1� ,�,�� ; - , , I- - ,I ." . _/ "'., , , Iiiii i , , / , // / - - \ , / I �11� , � I �, - __� "I., _ 4 / / � , �l / I ,2. 1// I . ,;l, L / I" . I I- .11, ,,, , � 11 - " " : t ,/ 1. I 1.,� " 1 q � _". -,,.- - - I ";; ", 1,1 �,r rr ", " - C, "" .1 . � � �', � I �i _.� , __ � - I " I �- �', .-- - -,,, ,, ..", . _% "I 2` - - I , ,�:,,, ,.,. ,,.,,'�- -, -,-,. �, , = , ,,,� - ,-, . I" .1 , - - , , I - (n I -��, G -- '�;, � / 1, � �n � , . - - , . / " �1, , ;� ", " ;"Op 7 5.8�,,� ,,,,� � " ii, , 1 " " ", �l "I - / T _.," �. , -, .., - , - i . - 4 1 1 1 / Y /, - i . . � \ ,� - " ., _ � !, I ?4l d , 1. 'NI -I , ,. _� / � 4 /` / 1. I I I " ., , - , , �; I � - ;, 'I-) 11 ill' , ,5::� "" � /,I --- - - .1, � � I I.. " ., 14 � I , 1> � 1, " I., " - I /: S,� I q' �. � - . I 1> y j , y -, , , ` I 1 �", , , 0 - , I , I ,� - -, �.�,�. .- 1 4- I 4, I'll , I'll I "I "I, I '1� I / " �_,'_'�'. , ,�,�, � I I / , , 3.1 - , -1-1 11---) izI, - , ! -,, �,-,, / , � 'Y ll'��, � `,� -, , , I � I . I r . . , , I - < 0 0 LLJ -t 7 'I - -, j... - 1.��,�. , � / , / � / , " , - W t_' ll� g, � .1 � �4 1pi *�ll . . , ,,, / / � I // "";,�? " - / - - /I , I _.", � . "I ------- :��.__ _; 11 ,, , I' ., ,�l - - � i - - - � ,. � � I J/ / ,,, "', " 'I-, _/ ;_,�, " _� ,I . -1 , � - 1 ',I � � /j. , , � 11, -e,, ,--- ; - , � It I. �/,, I,- Am- / " , '1�51'11-' / , ? 0;� I "! , 1, . ; -e - - ", I / 1"', , , I ,�,� ,- .�l -l", , j'� , .�� , , ,,�/' _; ; 1 -4 - I . ; ,-� 1, , I / I ,� , * I - - - I 1, I >W / 1>�� ,t� - v �, 'zu ,'--- 744. O�5 / . 11 f 1. . - , - I "' t ,� ) �',- - . -'/ .. / � , - ` �' , " _--i- --I-- I "., . �..: il � , , : , / � 1,4� _) � � I I , , � .,,�� /11 #/,�,� � �', -11, 1.1-,111 - ___ In t�-, r- - W ll`,-,,� 11f " " � I 1�1 . � / / , ` I I " If I - 11 I I , -:i to I , //,� �, I . , .,�,_l -11, " �� , I )"',k.,."� `�,� "'I.- -1" - z . ,,, . I I I I ,.i- .�l 4 4N I ?/ - -�, '0' "I / 7- /111, 1, ., ff I 11, - ! ;, I . -, "I 0 �; US Z � _ I ll "I,., . . -,, I E,,� 00 . I �l 1�1 - '\1 't,� *`/ � 11 11 / , -,,,. . ., ) ! � ; / 1, I ,�, "I i- wo . i �, - ll. ,/ ? " , e ,,� I , ", " .., �*-/ %� ,�_ I , " I , I / . �'r / �,, / I �..V � (f) - E C'4 L� z : � , I- I , �-_i , I , _,� "-V" /I , -1 I , f , , , 5 10 Z � . � 11 ,/_� 1� c / .f N / V, '_ 11 , nill - I / -,., 'I-, �11 � � I � - ______l--.-_._ � -, � , , � - ,_ , , A - ', , ,,, - v / � I ll�__ `_ _� __ - 1_ _/ I-. -1; .1-- --- - -_ ,� �,,. I , .�, / '�� , / i, � :� Ir - I! I., 'Al --e� , "I I - _ (n . � '\1 I - t, / , . -,- ,-- -.4-, , ; / I I / -, -,".�,'.., `\. `� / '�l I , - , -- �, / , ", '�,, .�O/ , ---- - , , , ,� -, ; 1- " -.� p 0 w a , �c X , . 11 / � " / - // I � ", . , � , ,��, ,,, -`,_-,-- " , , � � . �, : LJ 0 Ld -, 1, �\ k �Ac I 1\ , 1�, �., " / , , / / / , - f ,�V, / � / \�� lll�, ,I,,� � ", � � ,,, N" _y I // ". " I/ , ,,,, " � , - -` ,,, ". � , (f) 11 - "'. t I.", ..", I .. I., , 11 / 4'11,. 1,,,� ', -, �,�"./" I ! % � . / I I ,� , "' / 1> w xx 6" , � . i 1. 11 I . N I . m w , , - " . , , , I I I I .._. w A� - Ld cl- I 1\ . 11 I I 11 ei-7'� ,_ - � "'i / ,-. , . .1. / �/ , � , _� . - `�, � � , , , . I "I , ,�, ,'�-�-'_f�,/ -�, ., " " -�. � - "I, w�_l - , 'a I � , , �� N I ." . �� "I , � '. I \ - _,, -,, �� , , . - - �l , ,�� Y / , ." Z I -, ,,/ - I I .-.. � � I I I , . , , -" . , r, I , � � � u- a C) ; lll_� Xl�' - ; I , , '� I � , / .. . , "" .-. 1, /` "', I I "�,� , \ �, / , ., I. , 11 1� 1�,�, // �l :. I , ,� -, � " / ,,, I , , _ . , , - / 11, ��., V / /-, `� 11 I - - , -�,` " I I � 11, � .1 .. I 1. 11, � _1 0 l> c : I � �l , 1, � N, I \ �,� I '-/ �< I �1_1, "Ill, � I _'�:` -,,, / ", " I � , 1; 1-1 'I, I /� AV 11 "I ""', /.,� . �, , , I )`_ _: �, I � i � � I I / - I ��,, "/ �',',� '1�k � / /' / /- - I �, , �� "I ll� '. " , 1-1 -, . , . �_ � ", 1. I 11 I . . , -;I 0 11 � I . , t ./ �� ,,,,� / I IV , 11 ', N / ','p �,,A,, 1 4v , 4, - - - ��__- /, / ,,, , . � �, , 11 -1,11/ ,� �, \ � X >', , . � , I , lz/� , " " -11 I , N I--,' //� / . �_ - , A., -,,,, ";, , 11 � � I I I I / I W �11` -, ! '-,,� - I ./i," , <-, / - , ", , �,%, "" ,,_,- I " � I I � I , , - J I 1. �/ / -, ,,, .'-, j Ov, ll�', i, 9"' / ) ", , 1� � � 0� , i % I . I I >_� "I j 1, ; 11 'r� "I. N" ,- I .; 0 . � , / , / , � , ", '� , : � � . .r � I . . * ", I 1� / �� , I.4� - - ll� - � � � ", \ �. I '\ , �. � � I � I 0- , � , , % � . �_ / : I I"'.- j / / 'l__l , �, , /., ,/ I "', I ., - - , , 1, i 11 I I I � . � . . I I 11 11 ,� , ". I I I , , , 1, -1.__' - . � , i, 1. � -*;/ , I 1, � " , ;�� /I I N, I :,, , .",;, " / I-., � \ . � \ � '.,.. - - : 2 1 I'� I- / 11 I � " I�N' , , - / I / ,,'Y/ I I , `-, 1-1 Z;s� _6AI / �-, F _1% , ,/ G 1-1 , , / *1 1"'. ,.,�, I", k I , , � �� , � -�, �, '� ., ,0 ... -, - , I -,, - -1 lAr , " _ _ , I w - , 'I- / / ,/ I I - , , , - / I 1, il �, - " " �' '�,/ -,�, "" , � '1_1'� �_,, , / 'IK " ; , � 1-1, eyv c) 0 N I , / / � / ,�\ /I // ", I / I %_ / A", - " � \ ) I / / � �W 1 / 1. , ", 'Y � 1%, � N. , _. �,�, \ � // / -//,�/(' , " ` X // , ". / ... . "'. /, ',�', , '�'. I .� I // / .1 , � �t - � �1_lel "�, , ; I .... :: I" �,,�� ,,, , i.�,3/ -1, I " � I- ll� , ,,� � , ., "\ "�, / JW. "IX/ --,, le .. -, -�,, 11"l-471, / . .� !-�,, ;,� "I I 'I z " � 11 - , I �� I" , , I � / , _� 4 ,, , 4�� 1_1, , "', Z! I --,,, / ", " , I I 5 I , � ,, - ?F / " . 1�', .- . O/ , ", " _3: , I , . , ", , / , ;,', 1� f �� - ; , � � \ g, se I / - � . . � I . , ".." , , lll� .. '-" " � ./ ,� �� , , � p / g > , , I . , ul � � ,� ,� 1, -.1 11 ,� 1, , I " 11, _,�, - �,, � 1,�, � 1, '1� '� k '. , " _'. � -,/ I., ,E , , 1*1 , , , ,� x I I / �,,�� "I ,,�, I I // / 11 '"401- / / , /I I I ,. "Z", > 9t, , . �' I I , N . � . " 11 J", _,,I-" , , , . , 'Y / / , , / 'r , - 1,�� " �k '. � ._ - , , ", I - I � I I 51 1� . ; 'I , � , 1;_-1, � - � .1. , IN. , I :_,,,, A. -1 , ./ / 11 'N � '�l `111� ", I � I - I � , , " , , ll�� tk ", I � %,:��'lr, , , , ,;l .,�,, lv , " I � ; ; .11 y � � "" - - i '. 1, I �, /A ; 5 �f �, I � I % A � � 4le - " `N� . I Ir 11 �J.'l 11., -11 �,", / " "" 1`1� , i I" �A , � \ -,...-",.-�'�--r�,�-.�;:,�--,.-�'', ' 0 - (7) tr) 1. ". 1'� I , ,��` % . , * :..-, -, I C, C) rl) 0) A , I 01, :,� N � llik 11 I " ef "', f i .1 z", / 1. 1, ,_ . _ II I � . 'j., I "r, Z / � � , .1 -1., - � I I , � ." , ", I , ,,_,_,,:r��,_,_.____, _� , 1, � -4 (O �7 -t '�l "', " �l I � � --- __l ��_ ...... � " , e r 11 I --", -,j ". 1 i I-, �,,. ,, - I I I . ,�/ " ,- " '�, -, �,� . , / Nr�'il `4 / , ,� , - v / 6,�. ". . '.., c q `N 1 17'�. ,� ' I 'Ili / , . I �r , " / I " , . e / '1111� " / I X / - "� , ""/ "' / 1, I 1�_ / '1�11�' < //,,v, ,,, --l" ". ", � � �.,, / , / /. ,/ / ." "', I, I I I " I / �, I I I " � 1, I .-v , / 'r� ,� / " / '�'ll �4 ll� - , I -1 , I - - I /r / -11 1� " " �., ", ,_ � /I , / , . _ ", . ,��,W/ 41 I ... � /�, I- .", I i 11 / I ,�'k-\ , 7, , - -- - . '_ , . � I I . Z "I .� . '1'4,1'11� �'�.,`,;�,��:,,, --N, , -, I / 'I, I . 11-11 / �` " "-, I , �."_. . 1v �N ��, I 1�1, . ", , V, , , ll�.,.% - , , , I', t4 0 , , , , - I � I , - - , " � , / _', - -,- - � ; I) _ "' ' ". \\ ,� , / � , , ,,% > I 'W'.., .I I ., gl �V7 ,,,/ I _� , " � '.1 i - " ,-_,�-`,:__, ,,, - - v '. �� i, "I I � � r . , �� 2N I I �& - '\,', I , k�l , � 2' 1 /I , / ,",5, 11 " / I �". �� -, ( I . "I ) �', , I . � -- , , -, , I", ', I ., - V / r , �, /` , 7 �,,_'t",,\ " , "I ,', ll��, ,/ I'll, -,,,\, , � . . �:x P _. / , . � I.,- , , I �l I ( - , , �', I �, / ! 1 �' , -, � , ) 11 I - � .. 4j 1 1 . - I 11 q 1, 0 1 �', 4" 1, , "\ - . 1�� ;\, 1, ly,� i i - '� t, '� '. It I � . . I � I .1 14 's r, to N. I . 1. I 11; �." ,,�- --. , -, � , , ; _* " I, 1V I'll/ :(,r,/ I ,//"-"/ / � , .1 -1 " I`- �� i , COD cd .e W W ,�,.\ 11 . / .. "I I ,� �: . - , , , .1 � -, ��,,, 1, � 1, � , // I 1.5, , ��,,, N-, �, / - ,( N " ", --,, ll� , ,�, I � - , , Ilk, 1. I lk�l / /.t,)Y / , -, I - " . . , - 'I- ` , ,�,,, N- / 'I-, ", - __'11_1 . _--� - ,� , , , _�211 1�kl I / ", / �� . t . �� -, ,,, , , //// , '1� "`,� / wl t� 1� ,941 11 15-i I, I 1, I ", . . . , 4 . ). , I 1, - I -, q. , __l -, X-` ,",�I,,, - I I '�_,, / 1.11, A -1 , \ "I 11 , . 11 . (jr) .1 '.. . . .. 40.90 w-, -,--,, �, I �,,� � -11 � � .. � __ , � I I .11 I � I c: U.� ".) .N i , ,-,e�r /,.,,, , "� A , � I. I , " . - �, �, 1`7 - � , " 11 I � 1, , \ I r, 11 1�<",_'�-,,, .. " I " " ,V�V' - ll�, I I I , , I �, I _`�__,' - ,,, � ; 11 t, " � i I - 0 �j , .;, I I - - * , , , ; \1 �,>,\ 1, � .1 .. I - ? - 1� I, " .. ". - I I 1, ", k I , , , - '. 11, , Z,j ,�� , / 1// ", - / / ,,,�,/ " / 1-1.1 I "..l. ", "l-1, "; I,- /� I� 11 " \ �, / iP , ,.% ��, '. / '1\1'1�. " I "'r,/ It, 7 , � // , / // � ,;� � , --, � '1�1, ,�/ , � / .1, I / �� - �, ,� I ", % ()/ 11 I , / . , I , 04 - /// // I I � '/ ", I , 'xf, I., 11 2 / . / I I / , , �., \� *1 .. � � , � � 11 I W 2"�- � - ��. �" ,,, � ,� , `�_ I .// 11 - , - 0V I- �� . 1� � I . `� I ", K�ll - I 1 8., � , I -�/-Q./"'/ -,, I ll�, / " ,�, " " " .1, I - � ICY w 5 � L_.'I , .1, , ;�',,/ ,f, I 1, I I." 11 �', -l"', -I'_ ll',"", _.. , !� X I � I I - .t�; -t -t � -',, I - . . _,* I I I .� - � \ � 1� I 1 � N , " /, r I '-, I ", 11, < , , . I � - ,� as �., 0 cn u) to . - , L: � " I /�' I, ? ., -""\, _l\ 11 '.. � ,,, I " ll� , 1 ,,� � It , ""r�,,,,:�,,��",�I'l,rl"�l', (1) 11, � � \ I, ,,�- / : ,� , ��ll I �.< � - - T - , �'. _� , I I '_11, � 1% ,-, , / _�_,. - ," 4, " t I , 1, � i � %, , " �:- ,, 404 . �l - I Ix , ��,�,, -�, � � I 11 , �__ - ; " 11 \ b I . � 11-1 // /11 , ��< 4 11, I , /// ", "' X�, , . � ", , < I ',,,,,� " " I � 1\�.- , "I , �� 111,/ -1 " `_` , / I 11 ,_ 11 / ". 11 i;, , . ) � " , I / ., , / 'S, � I / �__ - ". � 01� ,w �, Ir - / " ',, �1_11 I " � I I ,", , / I j/� ,�-_ I ,. .V, OP4 Q) I -,", f / - I I _ 7 /J' * z - I tv,� �. �* Q�h '��__l d*Y \ '\ .. I. e �,.', / I 1*1. ,\/ ,X,�, / "I', / �N _ " 1 11 � 1 -,-j :F,W -- .. 1_1,� "I _. ll,�, _N IP ,I' L", � , I __.. - - 4j I. . , lllll_� .,? / , I ,.,-,,, , , / �\ , , 'll-,, / .,�, , /� , ,.1 - _`�<- , I I , I ILI .- �,;-,.,,,iI�,;--',- I Q (d t6 in w x . . I ,,�'l - I - 41� "�, / � - / �l , '� ,.,,.', - *, '. i I ,�, - .L;-", � � ly '�l N, i "OT, ., �-, . , " 1�1 I I I ,., , /� I - � ,., " , \1' . 9 1/4 ` -WIN / ,-,- � , - / , I . ,,�, -,,� I / .", " ., I , - - ___ , v .1 . ", _ � �z , / 1, .., - "I , ""., , . ,� �,�:' ll:`� / C6 '.. /I " � - , le , �l I "I --- __J I I I � � - . ..... , I cd \ . 1,f - / ��,� -,Z��, -., 4N," 1,,,��S�� N, , / A',, , 'r .." 'l i % , / " , �".._.�� .", " C, (1) Z L< '. , I / / - I , � .. " " / -- , ',l - / ,111 " 1, '�', �,�, �, . � , � \ � �1,. � /// , �,y , I ,,, - -, 1, ", ,,�,/ , �, ,� /I i I I � I - " '-, / N_ 1-1 I " k I I v a- A= CL . - . _. � '11�1 .� I 10�; , r " �-_, �, " � . - I I I , �� - 1� ,:, � "I " "I � " "�/ � . ,�,<� I /Z , � .1 , ;1' ,/ 4,� 1 1; 1 - , , , / � , , , 11, // \ I , . .. I �l I _� I- - ��, I � ". I I", ", - I " IV , ,X "I"",, .yl I . �' �, �l 1� tv I M �,- I �.�, . �_ ,,, 11 \, .1 , ,� �� / 1.� I -, �,,,� " " i I 1. I 1. ,� , I . ." . , _1� I ". � I ., - . , / 1-1 . IN, 't; , ,'I -, I'., I - -11 � ----- -- .. ,\, - � '\, . / I I I jjl'� - I- ,,, - // /i , ll,� �_ "'. " . I �� `�l - / 1-1 1-1 / -- 11 , -�, '-_ /,�x I - _-, �,__, - � ,� �. , l.q, / , / J.,-�l / " ill I Zqy,, ", , - 11 N , ,� "I , / �,__\ 1-1 - I . . 1-4, - - -'--/ / --,,��-� . _�1'1_ . ,I - , � - _ " ;i��__ ;_ - �� l,'_', .. I . � - `x '; \ 1\1 __l. ? - ,>' , ,,-,, / -.,-..,,. I' " ", . / � � , ,�__) , ., t , . _ � I , � ,.; \1 ," -�LL ..' _� , / , � Ilk I ", .� , - \ X , 1-1 , / ,� _______ , __� . I " L-l" i - � / I— _. l " "' I . -I-- " � . I /, / �_ I /, - 1.:;� " 1 - , ." I N" -1. , _ / '/ --,, ,_'i -1 ,I- ll_'�lll -�l I 1// I" , . / % Ik I - - m La . f I " I I � . 11 I 1. � . ". . . - - . .. "� '_. 11_1� I. I , , 11 "p, / / �,. " I " �l � ./ \I ed rn -el ,_ I A-il '' � I /I " - I/ I I I i , ,v / , / I /I - I � � _L�/ 1_� I . -,,,,,, / ,,�-, / ". C 11 i, ll'��_� % - 1, / / �� / I " N "I 1 \ . , 11. .1 11, ,,, 1, � ", -.-IL':,�� 1%�, " "I"" I � �� ,I " ;_1 1, I., _� / "'Y' I, I L-7,_,� -�15p-, __� -1 �l -1 4,W11111 , _1,�"l__2liIl " / __ 11 " . ..."'. . , I I v . t , I I ,--- � I 1 4 , I" . " ., , 1, /',,, ", " N , " � i � I � , ." � (3) 18 - .1 I -1, P.,.", ,-,, ll�",� " 4 `_'4� 11f / / --,, �,. -,, � "' t . M, �l - 1� ., ( ,� , � . ., I I / I , , X / I /I � �\ N�zp ", 1�1� ,,,� 7, � , �, v ,0 , , -,,,� 1 1 1 �?111N I I I I / � I � I, I , �, .- .1 / I.." , '? / /--, , 11 ; 1, �� 1 � I 0 1 1 ". " t , I . , I t' I , , v �, , ,,, 11", / � . I I 1:1 rn .. � / .1 'I' I I ,� -- . , , , �v 07 ,-, ", " - +-) . A�� f /// I , " _3 z9b, , , ,�� , // "- , I b6 _�< 1, . _'�,-,, -�' D>� " , "_ _ ""'..""I", , 1�1,1, , , , ,,, 11 ,,, "' ��' . 1 /1-, _.".' . I r ��,_ , .-I - 74 - , w, _', _� N, ,,,� / W I I.- Y / - " I I /', .." " , .- 61 ", , "I � , " .- - , . �,, , � _� / / "_ V 11 - I / � --l", j,4_ / ,� , ,� ".., , ; /111 , i 4,1-, , , I ,�� -.11. , .. , �,, '1� 1, /4�' / , � �\ '4 " SO .' I . I . . , /� . , , ", , I ., It ., �" / :y ", - ;__� . , ,I, . ;'� , 1 '4 � , , . __�'L t . .1 -�� --, __�`� 'I-, `Z . �, _. ',�� " " 11 ,�� ', � ; -L p -,,�, ,�k, - . , __ �, , _".,�. '11'� - , / ".1 . � �� L I �� . - I ". � �� ,� "I �, "I , I'll I _�� / I", 1�., /,//�l 11 1,1 I I ,.", t ,� r � � "I "'y I // / 9 �_ 11 �", ", ��, 1-1 1, / tv/ �� "" � ""-\, Q�$ , 11 � --, ,��, I \ \ � e I." ,� 1_�) ,,-,� ,�/ / y , C.�, I cd � (:6 lz�l � .r. , I " ;�__ _ 4 / - " N,z�, - �� N t � ., I 1 1. I / 1. ".. ,., �5' -- 1. .... I I - � N . , ". 1�, - / , �. ". 11, �� " / I � 'i. ,..,. � I.. 1. 1 4 �j .., I 1'\ / - , � ?. , , ,, '!'R, __.�_, 4?�a , I �, , 'I-, / ., ___ll/ I.." - 11, I "! .. I It, ,A / . �,;"* I- ; / , 61 � I,- 1, 1� , ."\� . ,,, '. ". 1-1, '11\ .""?L `�\ ". '. 'I . � I 0, Q4 , , I , � , �f . `�_Zt, ,� /'/, I " - _� ��,, I 11 I 11 , 11 � � tA ,� , � � , 'A' 44�&��, " . ''/, I /// , � A - , ,� - / _', , i ,., 1 . 11 / I I �,_, I , , - "i ,v , 1� V1, / I ,� _ I ,�� l/ D) .. ., '. �, 7 -, ,.�'.. -, � /, , / I .I, no, " , .' r, �,-,�,,,,-. 35 -I_ � , I -, � 1\ , " ,--�, / N, �11 �� " //,(,z " I I 11 �l / � 'L �, 11 1, � � 11 . . 14 i , - -1 I ,� 11 - / 'V "; "I, ��, _! I I- _ .- I'll * - � � � '�",Tll / I 1, I . - 1\ ", �l - 1, � I", -1 .il�._ I -, � -,,� I I In I "I , 11, 1\� '-,, ,,� p .1 . I 01 140- 1 ". 0 �+ , > , � � . f '), ) PC + I- � '11\, I /I / TtrJ I �/, / ,� �,�.. ",4 .00, 2 I " , _lZ_ - �, / ',�, , , , , , , - I /* , ,/ , ', ,/ w . /" . � � I Iv " 11 I .- el - /" - � I ,� _�+N��,�� - � ____,,L��, 4" " " � . _'� I , 4- . I ", , I 10 I I . 1,�� I,bU-1 - 1'. " 1�,.�,,� / "" / - , I I , — . / I I � " I tZjr. � i 0 ;., __ / V / / - I - , : . IN I I N", - --- ", ,� r / -,. 1". . " ", � " �;., I , , _,",�', 31 - . I \. , , - ', �, - I I I . I - �-1 11 , - ,� -, ""\, � I " I \ , n,'�_, , , .� I/ �, . % - " "', , I ': . 4� '�l 11 / " %-, ;; '_,� ,.-- " '01 16 z�l J)v � , � I I g�,,� I - ;wI , - "I , ,I 1, " � I", 01 � I � / /I I , / ko k / / \ \Z, . � .", - "'\. - , _ '/ g " '11, � , " � ", - � - " j, � - A __ / �"// ., ;_ //l, I � I , I - ,. " f -, , , -1 - , �4,' \ I./ /�'� � / , , �,� , , / )", _ s � , , . I " " " N, ��', ll� __ _ .1, I (10 _", 1, . '\, I _'. ___ ,,, � , ,�; - �'L,�., -,I -4 cd / I ;/. r I . I 1� 11 ., � .. , _ 1� , I , " "' "" " 1. � , , , , "' ` , / ,�,/ / , , / , / 11 / ./ � " / 1� f,;, 7 �,.� .� , /7N-_`kl�r___l` , ll�,Q- x "', , , ""' 11 11 I'll"Il _�f I ... .1 11111-I'll 1-1 1-1 ly 1� 1) � � � "_ �I�Pl,�` � (:9 //"// I/ / / I I I//--/---- /X / __/ ".., //F - / 0.1. " $-Lt,,T. _,,� -,, -,--. 11/1/ //',�`,, , `� 1\"" /,___l-." \ , ,Z'� I, / -, t I/ " " " k) . &I 7 \ - ., � " 1, 's. Ir ,� " 't 0 ,� /,---"/ 1%7// .. - ll,�p -, I �." /Ij- 1, I 1, t, I - . �, ':_ %04 �� , . I �l I':+ 1'1,� __,..,. " 1\ / "I, -1 < / ,,,,�,- N-1 -111, � - .. - ""b'T"I - I I � / I/, ., , / , N I � Ir I N. _�iy ',rL .1 - I/ ',� .1 _'111 ,,v I I", -"---- *`� I I.— , -, - _-.11-.1i / , - / / , / , . " , , � , . � �', -,�� - � I Rl �� "I ,�. I 1�� - 0 "� , '. - _ - � ....... � -1 I , . . 4, , .vv t "' / / � . Y , , Alf, , ; , , , : le 1 q 1 .", I / '. I . I , _ - /ly' , ,� I �, t � 1�1_, , /,( -,. .;,' 0, / N�, �,, / � ., - 1, �, I � I -, ....... -1 ; " f*A I — . . �,v / , J I . 1��,;. I- �,,? *11 , ; , �!ll - , � ,� / , , � , 1".. ,\ -� I, . 'I-, __. , / / "/ / , /X,l "I, . �, \1' �"l � .1 �., . " ;� � 41 I - I" -,, ."/ I 1� / _ - _1 ... �l - . / 11 / , P., 1 V� `%�,, 1 , .1- .., -,� % - ', _'.� ` 'I, `� - ., � �', ." ,,, �`l .1 . . � __�__, 1� 1. - 1. � ! I I � il.: -_ __ . I . I ... .... I" -- - ___,", , - / In, I - � I / , /. / ,_ . _ � : --, _,�Zlll' 11 -,, I 11 1, -,;-, .,- I _�'.`_` I __ �' / /A� , / / I I / tl'*% & PO4 / / ,f "I ; 'Y � /'rW, / � / , 1�1 f I �', f I . I I � I �. `;� 1�,, I., � /, .� 11 I ,. - 11 K_ "" I � '�,-,,, I., Q ;0 1, , ", - '. " � . \ __ _ I .1; 1. 1� - �4/ ,` ..' - J, F . '�l 11 -;"Y , I., �,,�, 1� I :� w 0 1, ___l lf� �l / /I .. , N1, / ,f ,� I ,r: --l' � , r .�, , I � I `�, \ � N" I ,I I" -,�, ", ,,/ , "' I ", - __ I � P-01 1 �_ '. , N '11�1 "I "L P�,� ,,, I - ,.,4 � - - I . . I - --� -, I I " . , 0- ,�,�',' .11 '_,� - , . � _. � / . 7 / 1� I., "-1/1.1 4 , --l-," - � ,.- - ', / IL4 4.) x , I " I I -1 . � "I . '_ � 11-1 \1 ,,, I., , , --, %, , � '. . - - . "'.1 ". ) -�-j 0 _� I 1� If. ", 11 1 67i'l " . g 1� , � I 11 I I I ` , �,, , .- , _ �. , � ? I I , i , .7 , 11 - . " /I x , - , ", , - " , *,; : -'\ / , " w ,� > 1, ", / I 11, 1'�l IN -_ � ...... , I / , , k , I I � �,! . � , / r��% "I " -\, / ,�,-',. " - -- - lkl� '1�1 -, , Q 0 1 IV 1�. , -- Xx !�, I", / I �,�� ,�. - ! a7 / 7 . `,, ,-, ,_ / . 1,17 '. k/ � / , C.7 v, "" -1 , , / , , , ' - �, 11 /14" DASHED / " �i " I 5 N, '11-. 1'-,�, � ,,, Z/ - .? - i � I (is m /� I I ", NLO -, k - , 'I , , ., 'I �, - \.,I ��,-;;:� 1. -\, 1,.�/ / 11 11-1 �l / I -l"..1,11 -, j, , 1. I (1) li I i , il. , 1 4 � I ?, --",.,. ��` " -�,. / 1�,,,'l ___ I 11 . 11 I I -_ �, , , . _ I .1. 0 - I �, - I C.) - I � " -, r 4�,z / , , 1 ;� -,,' . __.. I .", I � / / (? " 1 4 , � , I� - I -',"�,/ c , � -- I 1� / � �,, 1�--,, I"i ... . I " %p ".. I J�l -7 4, , \ 'K 7� 1�� - _�,'-,, '. / If 11 I .... .1 1� '_,_,�--` , ,_ , '.1 :. ; * - / - _1,__ � 1%, 1�� , /'- - /,, "I . I � .1 I � 4--4 0: c'qlj , - 1`_ , -1 %N - . 1111111�111!1`5 -4 , ,11 I -_ -" - smia, , I -/, I \__1 �' �� , r - m I v ,,ZZ� ,, , " ,c ,, / '' / / `7 ,r,/ , ,r / i , �i z',*,m:��, t,;��,,�,,, \0 $1( N<�.��r: �, —, .— -, , "/� , / 1 \ ,� �� _�t / , -// 1: /,�,l 1 1/47-0 1 'IN, A ,� _ / ,�,',',�!G _� -,��,,� , ,,,,, � e. '', / / / -V�, I, //, /,�, � " - ok Q ..,<, ." � I " - - 0-. C5 _ , ., :�, , ',,�ZPICAL) I `,_ W-f � � "11.1 V/,:�-, , -, ,___ : �l 11 I I �_ �_ ; / , � . 11 � - I I I , - i � .41-11 I - k, _�. /� / ,� __ .. �11 .. / ., , -_"f , I - I � . �_. � � I , - / I ""�,, I / I/ / I , I -,-"-- - _-_ Z/ . AI 1, / / , % � � I / / , i I � , . / I I '. ;`4 � / _� .. / , I/ / /L. � 011 C " 7 -_ I,;,., / I __ ll_m:/ , , , / L ,� / /_ - / I .. i , I , , . , h I , I , I I , , "��+ / I " , I . / " � , // 2 � / , / " ��;:l / ,I "// / ,: � ,� / .1 ,,/ / / 11 /I , � -z, , / / 1� '-', -- J /I I ." , " �'.' � 11 / / _11�_l / 4111' "ll If / b� �. , _: , :1 , "': I I- i 15A.1A, �� ,/G�'r 1� / /, / ; 4 - _ :: , " I , I I , i j / / / III .1 I I � �. t / (J� , � .L t � I ) I I P / I ;i I'll' I It �, ! I /")�, /I I / 1". �, / I ill t i I I I ; // JY j I (11 I ��f �, � I I'J%.'T � , , I � � P If I : . f I , J/v I � I 71 � , ! � / I 11 It I . I I , ! I if" t� It., � I Ill � 1, � I , I 1,;t I � I llnl , I 4 I 11 ; . I I ,q I I � I I it if,/ i .-' I '.. I-- " , . I It ! I ; , I I - . �� II j It !,: , '. , I � u 1, i� I I ;, / " , �-'l , I �iki," I I I' 1 15 i t I _.�L I 1 1 il � l?i � I ,,� I I I I �� ", ' I ' "' - Al 115�6 ��" , � , //) , I I i f, / 1� I :., �: I . - r / �;' 1 , � i I I I , I ,:� ' .PR � ,i,�,i�,,� I C.) - I -I- � ,� t I'l- I � I .1 ; : ,. 7 1 : I :1 I � I I I � I i ; I . , �11 j I � 1 � . � i I I I I ; I I I . � . � I I - ZL� . 1. I I �l " " - '. - � ! �, I , _,�.',_ , ... I I " . .. I � I �l U .. , , "Y_ "I", ,_n, ___.`Z�_ / 1, _.. '. 11,1. I I _ i ... 1- I I . . ;F ;j 0 -N In � 'r �, I "I ? ,." - -, .. _ I - I . , _ I. t", .'� ll�_ � '_ � . .. . . .... - .�__,__) 1. ( �i - , / I , / /1111 �?�5 . 11 , ll,� �. - - 1�� - --,, , . ',� % _ I, " I ,+-,. - ; I , . � _ _.. � , , 11, l',:l__"./, _-c' I, ; , , , - -- , - '_ , , / '/ / / \ .11; � ". , / . 6f -) - � . . ` -1 ,\- / �, _ Ilk,", " , I .��, �, �".� - '_1 * - / 1, / il � j - .1 .i , /�, 1, --l' __. . . , I. -NI, -),v All .�Nll_ I- 1p '_ ��.__�, .,.,. , � . . � - I I f -1 / ---r. / ?/, / ,� , �_)_ I , , . 1-1 ,., .. -, ,�, ,�,,,_�.,. "', ", ,.:�, -, I I � 1 ll""� / "I �,� L " I / I U) 0 . q (r� C) I �. I i -, , ,; , __ . � , _ / 11 " / ,�' " I I .�f -x 7,_ i . � I , : , � " 0e, "I - ". / I-- �l ) I 1�, I , I / . I � I 1 al '41 -, " I ��- 5�, ,,, " , N , - ,,,, ""." _,�� ;� _-____ I I � / 0 W / I 1�1 ", I ,/ I � I 11 - I I I - , 51. .70-", , �,', �, " �l '/ I , � .1 1. /' . .1 Z.1 , I .�,.,�e , -Y-% - " ++� - .& I j� '�' / -( -0- --"�,/l��/ I 1, /Z .-I . ,_ ,.>-. -10- I? /. / �/ ,� I�+,, / // " / I '� li� / * , " _Dl , -, \,�/ ., �l / / ., ,,,-.,,) - -, I k If ,11 WI I '/ 1, " / I .,� I.",, I., , I ... . ... 1-1 " 1, ; / / ,�,._�� - 406 1 0 'g, L_ Lv rl) - 11 '11,',�� ." - X,� 4 If 5 'llldl.__,,�', I---.,- * - I I,-,-__ ,��,'r � --_.. 1 , , / I I / . %111 I If '1174k_ '-, ., ". ;J/ p� � I Dv- /, - � I _ I -1 - 1 - , / I . I � lm,�Nll I Y" -.,.--,: 1% " I '11� h, '��' 1 ' I �, / cl< W E �5 In I - _", ,41' I/ -_..,,,V I -1 - I . - I I - &4 - W CO . I I . - - -` __ i - `/ N - "" I I .�� , ; - I . .. . - . , , 20' DRAINA'GE ESMT. 1 I / �. .-Li '' %W �4 .:� E! 6-M _ � - _� t-. ,�� 1, _,", W., ! �, � - � I Q) ,,d U � CD uj . 1�, I I I , ! " -, , I � .� I I ___ -,.-. I � / ,� - I I I -�e'k , , '_11 ; I I I / - . . 11 I / , 1.._5_ "ll % ", N. '7 I— -, I '�,� -:-, , " � " f .1 , a --- ___ %lx ---'- I .- / Y) a) I ` I I � I , I/ ; ) .1 - , / � , � -46 - Z" 11 , �_l � - � / " ,,, , _�Vlll - ___ I( , - I" :�, " . I 1 59 1;r ;" _11, " / . . - 419`1' ��_ </,�, " , _,_ , � � - I � , / , , I � � 4" � /I / ?I�' I � - � , / I , '._ �/ 1� J , 4V / - __ -, �� ) 1% " Ae-�: /I 11 _ Ir f` I t,�,, / _____,��,, ___ ll,c'�, I . -- ,,- , . , , " - � ",/ , , � ? , I , " I 1, I�ll 11 I __�- - , - N�1�1111 , - / I , , , � , - , . _ , C) _,C)A V : / / ,//�*,,,� // � � I ,i �1�11 I / I , , 0 �1' . , / ��,�/ 51 1 // F. . - -ai ,� __:F` " 11 1, . . . I I- �- - 11 , -,N 'I, � 1� ,�, � -G. 1 741 - "64 Q) 42) �a ,7) — / I I � / . 1, I � 1� , I',- �'. , . I. � - , , I/ I I' � I I p At- 11 I I 1�,,�)`,',l I,- I I ; / 11 � '' pmu4 9 cd -_;� . , �- ., - � I /1"l/ / I— . , )- '5 , - -- - `t��,__" __ v I 7 * ,A /� ' ;?� -1 ,,,,�,,,��, If , ',�) ,.,<-, , ,,�l 1�, 1 _'U __ ,_____,___� , ! , t�:�, , /:�,'-1 / / ; .. I tj , , k�_- - -- -------------- ---A��, , __.... ... _ u.b. /62, I , , "'��L' / ' ' J', ", / / .1 �___ - , I 11 , , _* -,, , ,.�:__ __ w- _:� _ 1'�_ "_ - '. I 1 c� .t �t , / _ � � 0 ___ _ --15( t� _ _�::,____ _ ..--,-,.--, - _,_*_l___lll__ 1% 1\ F., ) 4 0 u,", . \1 (-/ F, 11 - ". _ .11 '. - , -) , 1, �, -.-.-, - " � .�..'��.11"',,'.,-",**IL--.-___,._,._._ _ __ y a) Z �_ 11. - _v ...... . � _., I, / _, / -N / , , I �<,,, `-1-1--11 _. 1. 1 � / /z - // �. �I� 11 , , . �'. , I - 11, , - - - i , I , , 11 , I I - � - ,� -- �,: ' �,' 11 _11',�, _._l____l , - , � , "I � _� ! �. , I .1 ,:i I I/ - . - , ." � % . - � �� -.-- .-I------- - I . .1� " 0 PO4 L;j U) ___ ---. I / I .,- " �1- "', I X 1, \1 � I'll/ �' � __ - , __ - " _/ �J, I ., / - , � I / v� . __/ ,-.:" - ,V-"-_;-.,--------- -------- . .. ........ � _-__-, _ ---- -- _______-___.,_ .� , , .() I I A)- V I / � 0� , f.:�_ . / ,,, e;� I " / �, U -.. / '' N, , . ,� - - ----'. -"' _ - , � ,� "I ov . / / / 4� , I - T � _(l i'�,, , .- I '1� I "r ,�,�, 11 -.--- - 1-11, -1 1. ,__ 0 1 - , I I � I ! 11 ..� 3 / 01 �b 0 ;� . I , / ,� /.'. I/ f ;ll/ / .1 v - __ ,/� (-,/C".,/ / � '��_ -S 1-8 ,__ - ", . �, .,�",� _�______ __.". _��__ EC- 1 REQUIRED � \ , I w /I I " / _,iz:�, 1 *� I 11 / 11 '� - / , - � : , � . - I I /., /,, , � I - ,;, . I - __ _1K -.. ,,- y V I ___:�� CL Al RIP . �l . / 'c'll / " �,, ,,�'. 1, /I 1, '.. 11 * / V�'l �,� _ -.1-- ,-,__ � . A / �? L�Z Et L . � r , - �; / I / - - _____ - / / , I r I" I - - I" .�, / / ,��.,�, S ."', � " � I - - 11 ��', I � - �l , _. - ; . I / I / / / , ", 11 / "I .I,- - / 1�1 k I ;.� �, t /) - - �N -- , ,,,*, ,,,�.-.-..'..-,::::,,-��:.�,--.�-,�li-��-�- -", . ,,,,, - 11:71�.;l��:, L= 16' W= 18' , / I , , ,_- I / Ilu ,,�'lp� - 1�1 __ --, - -,- --- - � 11 � , / �/ - / �_�111/ , /�,�, ,�r'?y 1- , It, ...... � - � .", � �, ". -_ _ / / /, / - \ - D, - 'p, !;:Z--/ ;, , , - _ , " , I _,�,,� -<�-_ / " " "', I I /,'- ,_ / �' , / , ". 0)�'s� ,� ,g ��) -- -- ,,, 7" " .� ,�._,_, ...... U / / IL" / / / / , :�., .. 1-1 11 11 � Z*Z_11411! �N_ � -_ ,� .�', _._ 1-1-, ! - I ' J' I D I , ' � /I & �l I � I , I _�.,)��_ �,.:,_ - / / I �,.i . , /, _`1 '. - 's . . .�,'�;, "'1111111\1, ,;, - �� - . ._-_-_______ _===:�_::�,, ----�-,.",-�-,�r'�,!,.---.-,-.--��, RAP \ � , I / 1� 11 . ,,�,', ., . , ,p , ____ Ljj i , I , .. ,� �. -L� - 'm .1 .4 '. , " RZ, . � "I I .1 - -� _16", -_ -.11 ... ,,_ , - I .,.r < I .01-'ll-Kid M, .1 _.1_.--.,_,- VW 11111 I_. _ _1 / / t I I I *-M::�U-'V-=."r"4v.-ML�,�"V-m ... mg, _ I . ... _ /I I -1 Y , . .. ." ` . .1 I " � _5,0�_ All, �l i'),�. U , , - - / I'll , lik t rm, - _:� ll� . , / -1 / / . L .., ,I ,/ TO u .) , ,� , ,4,9 0- , _,��<Yl>_ I , ; �� ;4.., �__" 11--"------ ___ - ----------I- __ -------,-----,.------.--.,--"--�,,�., _. . - I / IIR Y 11 S � It r _ � I \�, � - , --.-, . 11 / I �A P I / 1, _ ,__._,________._,_,__ _ ,:----.I- I� SI x / , ` "" " /__ --,\ ` -, -- _,_ -, L .,., , ,�,/ .. � .., �� I __ I - 1� I - ', "', I ,;; �_ , �.,L rj i), , M-W-7 lz�;._ I - - , a 11 `- - Rwr , , ': - ., , 1 ,� " _11\ - ..,;,", �l I .,ill,., / I ry -�/ , , ,,-- .tq_*F.r,� .�: - - ___11 , , - 1� * I �� <<�2,- � i ,\ .-,& I I ,_ 'LlIq 1 , , -_ " z,\,� / 11 / I �,.Wq / Id / ; __ . , , 2�� k; 1-1. Y--\ . " �' /_ - I ,�,s. I / / '-� <�,l _�� _;� 1-1 , ,V - , �41 �i , A�� , I � " ,9 - -j �f,;, _. " , .--,�--��,-"�,�--,��,..-,--.-,.-"-,--,-,-.---,..---.�-�-"� ...... --....--. W, I I 7 /I I '� . /I / I , , I'' _ _ 4 _111 " M _H 4 ""; I - � .- ",---,"-,--,*-,-,-,,----",-----, . / -, - I , � � ,I I I I 11 4 I "J, r Ir . ,,�r, , - 11 ; IV .., I 11 , _-� - !% �', , 11 " . Y / , ,.',' /' 1 �7. 75 a\) lrj �-O�,2 � . .1 - - . ,., _�-� � . M-m,rm ,-,,�4-. mv w ." / // .i . rr_�__ ----,, ", _11_ /11 4. v , .4 , - - , I I �_-1�1: 1, -1 &,-�. ; - I IN, - z - — ;-- - I ___2,�__ -\V!_,� I / - -; z "' " 1, , "I � I � - ""'Ir A I .. ____ ----------- I "'�` ? / �� , I -, .- I 11 /I W w � . ___ ______ � I I \ / j / / 0 , _,r� - 4`�,*�,_- I' / .6 � - �6' " / '� - - -'l "", ,,,�m a,, -= m" -,;' mmon"q�gn,,,.,_: / ,,�,.,�,, / / , " I/ I . / � // / "; / 1 4z_� i� � I'D , ", '", ,?- z 44",'" / fe, ( . I � �� L , �q,- _,� -I ,,;� .1 __ - �� . I . - - __ n ___ - � I-— / �. '. 'i � .. - -__ ,� ,"�� __` � / .." FI ; 1� / , , kk - _ t :1 � -1 - / I lK7 �1_1 , . I A � 0� t�j�,4�,� " 4,,;,`eI` 11'11_� . _ - I I -_ __ I .�, I �� , " - "?, - lt;�) -- ,�-t' ----+-- . � -,. - / - I I ; / -, , ,��, I , I , �v - .1 -,- � �___ 1 7 , C4 ` . " �,,��.4r�,Z( &OaTJ'd � _ - '! ,. �- /�' - ,cpr � � �l , 11 I 11 ,42,-, �_ � 1, - __ _1 , LIMI TS OF /., / / 2- 11 N � -. . - l_. /� I �� U,M � , *4 fl �lllj III "I - 1 !4;;:�. �l ", / .. , -_ ) I � I . - -1 I .. . _'� .... �__l , 1 744-- ' � ' , ,� xy 1 -C"i . �._. . ., ��': i 1 __��_�,_:7_7�,�.��-�---��_ ,LIU--v 1, ;,� - - , �N:,!: � L ,; ,* -1. GROWED \_ _ � I 0 1 -�`, �, - " (p - I Z�� I , , ,: _ , I . ./ : -- �l 4 - �<� . "I " 1��,'� 11 - , � / (,.,,�, I /11 - 1, - /' / � 'I __ - .. ` , ,��. 'J - , �f,f . "t',:1 ,�� , � I C.� , lz_ �� --- __7777��744 _ RIP RAP I I � - �.,. .\q w. - I '� ,7;04 ` 7F-��___ - .. I—— 1 _ �' J. a. -,- - ,S�f " fl::.I� I _-____l . �' , / �� I 'If V. I ".., _91 � �""� 3�,�t, ,_ - .� 17 0 � "". .:, - 1� -_ --7-- / - \11� r- Z;::��742 1 1 ,� // all., 0 .. - , . 11. " . .11 - c - I \, �,,, ___ll - _—, C5 -/ ,.- 6!`_ - -"---- 11 . - _� I'll I , qr 1, " f "Z , //� �� " i �i __-5�. "�I�tl x 11 7 150 < 1 C3 , -.1-1 _ ,_ ' \ . ,,. I" / sic to '.. "I /' : I f f", v';� '�, �_ _Q M , � ., , 2 .(,V+ .1� - I - I __ I ,.- .. � - �`lkll , , ' 4, `"_ . .- I: . ', I � --,---- m - , - - NO . ,7y 15 x - ,,�,, - __2___, M/11 _ I._. - "i' ' , �,�l llll,�. /- ��.. .: - WT " , 1, �, I ,�u) i ---,..- -,,- C /0 , ..l. -,.- -- -I' � .: �� , , � � _ -f- - w /,,".`-`�", , , /I / 751 " , , �� _-,.�, /` -- 0 I I 77, ,,, � 4, �i I . � � //- I �_�_ �, .1. " ; _ 116 N) - - -"----- 1 . I I !. I .. _ . - , 1�,�_, I'l, I � I I � ,� (A " /" 4. 5 1 � - ___1 I �� __ " �,�, ! ., - L� , �, c(I OR ) �l , 110 _. 738 ,� - ''I . G" I 0- , �� / ) I ( �:� ,�P.7'_ : A. , i j I_ ,". t ll(�4 1�� , , - lk-- .)-:f ric `,,�,�',�--"�'OPN'! ;�__ SEC TION .J N / �, I / I . '�- " I '� 2,� . )� ,_, I I I/ / I D - .� ", � - ��, , I .. I C1111- CL ... / � -'AA , '01 � , ., . I _�. , :S.��, ls� I " " ". '.. .1�,� I. I lz� �l -11_; :----= === I-- __ I I 1 4 __ I � . - 1 < 0 I , , " , z,�,!� , .. - _�� , 'Ir-�. I- - .110 I e - ___ . , ... I /< ", �l I � If, ,�,�', �,. - 1 REQUIRED , ,� ... � .. --- - I _< �1111!�___�_, I � I EC I I � 148 - �', I � I � , / 11 - , .�, I ,� le / .. If .. , ,_;� 11 - .1 I - I k � k,);" � .- � . �'ll - I I — � I 11 _�_, ,.,,z i - ,:, I .. __ -t- "I ., 1. . / 77�� 1. -I I �, vu., ,� ,.� . I' �. , - - � , � I ______-L _�* - 4��) 1 .. ��. . , - .:,/ . , 11, 11 lz_� 07�� .. , / / ` "�� , I () i" 9 & In- , -15/" ,-, ,�,�,'�,��,' i . I-. , � - r ii!�� ,< " ,� - Z �,:,,, I "; I. I _� ITIZ50, I - 1 750 � �l I I . X . �' 1011 , /I �� " ; � . T. ., , �, �li_.��.__.�r 1� 1. - , - � , I -11 -,- /" �, CL Al RIP RAP I ��-y ��.�, I � - ,4 1 __ \3 f�? �,, 1: . .", 1`9,_--;- . - �. , . � ' _ _---,; � 1� ,-0 : - -, ,,,, - 1�1 I * , � ''. �g �_! I 1; �� Z'a ' 'A;',, 4 - , I - ;�'��7 1 A , "I (1/ I" . w 1,C) -I',.,, .1, /, . I� ./ , -? - �, ., , � ` I -1 I I - 4� -_ " '* , . ., . .1. I .:. � , � S TR. �� ----,, I, � I _�' _3 �. I 1'�,, � 11 , __7,7'1�7�_7_. " �_ I . .. . �;." I L=35' W=12' IN. /`�. ,'/, 'i �-, �, " 1 -cc-6 , / - .". ,� ,,,:,, I � -� , 5, - '54, X I I 11 --- 11 . -, . . ,� - / 11 //, _3 W . ""I., , 15A. �,��t �Z____lft*?<_'_�;�im ....... I �� I _; I :_ ,I, � 0. �. , I , ,/ I '' �ill�, / � � .,�-,�' . ' 11 . 0 � I � I-__ __ c - 1'�.- I , .l.", ; .1 , . ) I 1� 11% / . �," � � , I .. k-,' 17 , , I .� ,,, . � , , c � Y, � ___ � I I I _t",�� .; �'�_ '_1 15::� 0 - 240 _ ", __� � % ',p ' , _71 '7 I I - - .- / _________�,�� I F ZAND P/P�-,, ,� . / s\ ,,�<", I I 1.12 / il'; I - , . �."'�'-5 , .1 � I � 11V - �_ _1 / r' .. . I , , ' , I ill / , I , I j I , , I ' TEN T1 ON, P � i z � / �, i � / v '��.,_�,,� / , ' _ . I // _ �� . : k , "). "I., / � ,�� / ,�j I " 1, t � "yj I �'L DE OWD I 'CL Al 4- N �-1 , 1�1 ,,, � � � . _�,. '. -�; / '. , �; .,.� � ��, c: � � ,�, 1� � 2 I / 1� . i ,�",i',�,,�",�� 1- � / �l . -.11.11. I �: I I I � ,.I- N � I I _ . � ') ; ; "I --`,� � ��, " I CL1 RIP RAP r I . ,'I ,: \.\ . I I , I � �,,� . ; . .� - 1'� .1 1. r I � I : f . .1 / 43 0 /I / , ,�: _<1 I - 1: I f I ',.�, lrl� '�L,��'� � '.'�,�,,�,,, bv -_ - , �l 7, �' -, * " _'�.__' � '-[-- DUMPSTER PAD I,/ I I � / h I i �,.�, ,"i:, _� / , I ,� �� - I .- '� - I - - .--',.--- " / 1 � �_ ,� ( �l _,j I 1 � ,�11, �� - . �. . , ,,, �_- I . r I .. , - * ', , �"", 1. _. . ��, " � I/ I � '� I �,�� ; Il .- , - ��:lv I " I , " I I I � " " _., . i I , �" � I e, , 1. d I ,.!;, I ` I f) rC, ._. �,:�,_, ". I j - _. ` '---:�. -,, t Z� , , A _ �.l ,�Tl:"-, I _2��l I , , . .1. I ,�� , 2 ) , " . 1.1", , ,b p. f':. 113. 1 ll,� � , 7� I I �,,,.� _ , � i I 't / (" _ /I ".,5, " �_' � �_ "I c DIVERSION , � I � ..., .� . , �a A,�i\' I-,- '.. 1�f, .�,,, ?� / ;. I , � , j -1 .___"�l , .. ,V li - P, 11 // r, � , I P0 11 -,,,,',. � 1. / I, ", , " . , � � "'� 'm , � - .. 13��,-,, . �� I -, t �;,. ,�"n "I /V _ I '� ;l �t, �11 ill \ . . . , , I ,� �,,: - !� "I � II 1 5 �)V, , � J . � "I I ) , / i / �, -7 `-, .,-, -�,�,,, , ", �, L.. I " I I . I i 7��'-;�:�� 1-1 yl Q-) A, )*k, 1. __ I " - , ` / ,", / I ��y,, �� I !I " I - 4 . ;�$.. , , "'411"',�/ ol I" val \ ]� � ,, I I � 11 � - 'i'll p I I : � , 11 'K / / � - t � �� - I 11 "', . ,� - I ", 4 / 8 I "r () I .1; I . "', - 1. , , I �) "_ 00., :i--,�I ___, � /, I / 4/ - �,,-,,�:, at IL _. , ' - __,f,,,'. . I "., ,�lf, � , ,ys � " , . I I III" " 'I, 2 'e"", ;'_'�,,J_�� '144 1 , _�:l ; I - ' -19�200 SF "A I I I : I I . ". / f . , . .., "' ., I / / /11, ;"�,,�' .,":�, ��' � I ,,,,;-'\ 1p I ilb I.., _� .- .... e--_., , �11,'11� 00 F_ �l I!, 0 �`r , I I I � _ ., - " ,� , �, : I � 11 I e - , -Z\ 4. - '11'�_ '7 75 ". 0G, � ' - —1 I i --__,0!:l' I 1 .1 ,- - --, �� -,,, � I r :1 . I I; �, � �_�_ I - ":_1 "I"�"I":�...".." ,��_ I .. �l 1 ,j7!!�� 1 1, I _� I � �_'�,2�.',_� � � ,� ,: �, , // � / i t .";� '. p '' - i�� ,;;�� I;q - �,i 1�11 ,,,`� 4v��W�,�,.-� w I .., . ,` /<_.� I I - , u �r 1, I� , "I I . ,V,P_Z.,,� _. ,. '� __ 6__' z z 1. � _:7 , , d ,, � _; � :-- � I I � ,�� -\ - , --- " , ?�'111_;__,�"_ 4 1 ,. , ,� 5 11 :: �i , _ � "I" I -ti4-- 3 , " r 7�_/.: 4 _,��f ; � , X - I , . ,I �. f .._,rl P, . I - - '',N,, / 11-11 I 1 ,5 � 't j �. - `�_ 1-1 1. ", � 'r � . � . . I I 1, I - . - ill 11 1. q. I 1� / j � I", I / , � I--- t �.,:j� "I "I i I ./ , ,�� \_� � ". �." ,� "... . cm ,�'V/ (_-" � I � p I . , 11 I;! .11 I ., , , I /A GROUTED RIP RAP . :."'...1"', - I I � , Nj t', .- --, -, ". / ; (/')-., - , / 1-c q 1, ; r - . I - . �, 1 7 41 - - , , . _ : 11 z ,� _ .. " � " \�/ / , -- REQUIRED AT / �lr "' � �, ,_ , . r2 11 . � I " ` I . , , / !� -;, z � 1-1_1� �/_ "' � ! 11 I � �., - - � - , - , I T . I i_F�. ., v " J'b^\ I / " '. ;, ," ', I �;\!� "'_'11�:,. , 1j,j , , (§, "ll, ", F 7 UT "�9�� 99� I , / / , �, (-:)* / Pl / - I j " f .� c) _ , /4, V / I I � ,�', fl, -_�`l * � 1A �,�/ I , I .1 . I " I :111, 1_� . I . � 11 , ', . . �. /. * _�_, : "I.. I' .1 p k - -, 114 �� - , , � / CL Al � ,� i (05 I I I I 1. ,. ,� .;i .� I ] 'r- �', � /A 1 - " . - , ; - As . . - � - I 1, [ I _ '' , I " --- ./ It � �, 1'q � , , �� - " , - , I 1 "" , , "' ", 0 1 / lll� / I 11 I — .t I blq ... ,. .. �.l I I, . 11 .,if- -_ - - -.3/ 11, c 6i\i V. � /" __� PIPE OUTLET. I" V -1. f / / / I I 'I",... I 1-11 I /7 // 191r. .; , 115N. / ."sl __ \, \ S-1, (n , / - " q 11 I , _ b, , / , I I. I I 1. ..... ....... u� v. � , , RIP , ! � i 0, . , , I I 1. - __ ., \�; - /�7 FL t. I I E - -, RAP I , � - "" I " I ,,, , I cj . . I i 1, ., I - �� - -., - ..". - . - , . \. _,� i ; , I .... '. / A// 1) 1 7' 1 , � t6 1�1 " . g\0 ,, � 4- .11 ____ __ .- 11 - - " � -I... I ,-: 1� I I ". = �l T - I I _Az). Ti. , .. , 0 -1, \-�I_ ''. : i `� 14,. "" I I / , I . ,� ,. [ _ ,�) - I'M , - '' , . , ,,, i - ... . � I �,�, ,�,, , - � S I . I 1 " A- --- . , � . . ��) _'. I : Ill -, Ir_ % � -P, 4 ,,,,�� , / '" �m�. -4�,�; _,�!,-, -" � "' � , , " . ", I w : I 'I ��/ - -, �, , j .." � . - . I I I� v / __ I I ; /, ;� 9) I - I_ I S) .00 - '& i�"` " " .� , - _ -,-- '10 , � ., I I " � ��ll ��?R_1�1'_K�,;,.m �_'11�11A'Mla , ,.,,_- . _ ,_,,�. - '- �,,, " � - .11 "I , . I / :)� ," , , I It 11 � . � -" ;l I � S� / , co c �� , '1Z ,�� C) "I \� , , , , . , , � ,_', 'I , , - 'It", 7 A - -1.-, �r / , '' v 0 I _W�'. � ., I 4? - ,..- ,3 t - ,e�, ': , / , � /'I, -i -_ 'I'l- : �:�, � � � �":, ., � 1�)Y� .,, I / ./ c i�,',,'l / I / , . i, / / � : . -, I -l-', ,_:,',�� - I ��l I _ e 11- : ,4 ,,��' , ---. 'Q I,.,- m , � � 12i 1 (�4 -�. ': . , �__ . . 77___��_ _,4_ , _ .... .. �%111' � ., 1� , , � . .. I . - . . " - ��t I . .... ,�.l . � .. � . , , � .. ,-I . , - . . . , , , _ 11 �l �� -\-,� IN I , - � . , c, 4 �, I LLJ . ", -I- . , 1- 1. - . . :"�. �'. .. . . 11 ;\ . : - . - : . - - - - . .1 , - .-r- -, � _�, ` ,��,,�, _v . I I , p ,I . � . - - .� -?, ��, �l . ,� � - - . �-�"", . - : - --' , :- . . t-r.,- , - 4 _j . .1 . : , � I I I ��,,�` - — �.� - .'' . ;; , �J� , .. . . .. "i� 4��..� - �4�� - 1 .1, �,__ _�_-__;�, , - - 1 - /*',",,',_, w .. �l I .1 �,�. .. _ 'L,�r_� . . , - . . '.'� .- - . , F, _ .Z,. �' � - .., . . . _1� : i — F, _ -_' : �, , . ------ - r- . .. - I pi�, t I — �� , �,. � �: I '�.�,. . ., , . �_ 1, . .1 '... 'v. '.' . . �.. , . .,... - �, � .. . 1\ I � . " .. .' '. .g - .. , � " , \ . . . !, i . �; : b'\ I - ;;;; : t i . I _,.�l , . / - �;�.:_ ., , -. - '-., . . _-,/,� , 11 I "..", I— .. �_ .. � k_ - _4__�,� ___�_�_L L ,�Il , -1 -.. -.: - , , ,. ;l �-,.. , .., , I -_ , 1 . ,� �`f; - . . , .. . . I .� � . .1 _ .... '�� If . . , � . . . _ 1-1 . : , � . . �\ . . , . . I� �' r / I . , , - / I � , :�� I " j j;, 4 - - . __L__ � 4 . _,��', - , - . , !��r-; � � �.,�".,: -, (� - , - " , � � .. . . _ ,_ .. . .. k . .j, i , _:� _ �� , �l , - . ., / / , ! - - n;,-- _��, - ',,*:, "' .. .� � . . ,. , \ W, I .1 " :,, . , 11 i ;_ . _-, _21 -,�—r�_NNL---�_-::�_=_, _- , 11 � �_ � , ,� - � I , � ! . I - , . , I -J.- I 1�,. I �_ �_ ... I - .11 I �:� , L . I .1 �_�� -1 -1 " I., I '41 :--i- I I ___��,_" - , 1��, 1, I w I I / � I 30k.(l_ r /,$. , I I �� . f, 0 � � . ,,Aro.6 'I I �= I I , � L I �- I % ) i , '' I I j, � �. _1 , �e_-/ � , -, _Z� I I , - / , I'll , ___7 i'L ,",' * , I I . � - -_ ____ �l I . � .11,11 �* ,� ,_ 'V I 01 I , _�<_ i f j.� 752 ; --- :`��ll ! I 1��D I, -��, , 91 i I F� '. I I I - � 1� - \ NO' I ` � I,() (�, I I / � , � \ i 101-1 01 ,�_,] I , '', , I'll I i \ I I 'll. 4-5 �PAC s _�A_ ! I 1, lo- - � , - I ! & �i) x 1� i -1� I y! (f� V 1' , ill ,_�, - (� "K. If 1. I I . I .,� ,� � . , .11 . U-1, hi - , " _j I , i ., . A I I ! , I I I I %, �1'5, I I � .7 , I I 1, r-l-) ." � \ I I """ ': " .1 I I , I" � I , .11 ,\, ,�,� -I-) I %.% I '_1 - �.% -� _iTypJ � . �l . __-, .1 _,, - " I'll. - / ,� I f .1� <D I - 1 ly" 11 .i I - . ' �_ c6l _ -0 I i% "I �: ' . I � , � '�"� CL A 1 RIP RAP Ld 00 I 1 3 . \ \V "'; ) / EC- I REQUIRED '-' I r . I __ �,:_ i , I- i J, A I - , ) � I I 16" ---, �l I" I - ! - I � �1, i I �) 8, / t' - - - "' ", " , I �� I ; - , I , f, � .ve \ I I Op. 1'� I - 1 f ,� -j,-" "t 'I /-- 1r__,_, ��. ( � t� �� [ /I , __ , - , !-! . I 1, ,,tc,;;);�, I , � . I " 71F. . 11 ,�, - � % , 1, ; ' 01 7- - - 1� ) I �� & ,; ,f : - � I � f. I � . N I i 40.00, , I I �,. k I 1. "L.. I � , � -1� I ? , , I 11 �,Z�l .1 t. . - , -, � � "I c cl H. I I I I I I I I,-, i I _. :��_ I - . � \. ." . I ; �; � I Z, �,e , I , I -_ , 'I � "' ,� , I , , I � " 10 , v I I *1 I . I I .-,�'�,,t .1- t ., �''., " .L / N �. - I- , L=14' W=16' I _1 ___, 1, , r, I u Lf() _l, \ 1,; I-- "-,. Il- . ;_ I . I � < < , � kY , " ,> I e 6�7,' 1 -1. ,_., , / '. I , 1� '. I % __�_ I I;, I " , i > i -, ,n - . I . - - ui I � , 11 I I - I �� -,--". ."'s, I.... - " 1, ._� r � I �1_1_1` .1 N, _j , , , - N-1 , � 1� 1� ; 1- v__ _��) I A . �$,- '?, , _�l ll� - z- 1.� '. j I I I I 1.,�,�, I , __ . " / �� , le- � - 1� ��, � , I , � � - <,� I - . - , I ,/ - . - I . ill I i I _7 1, If- \ I , , - --`-� 4�,, � � . 1> ,_ � I � / , U) , , \ I I I ,..'�, , - �� I � I I f � L. \ � 11 I I I I � ; _,�,., " � / ,�l I , /I I % N , , � I - 11 I I , / ;f il � .11 �' .,� I . � I 1��,� I ,;,,- �4 1 """ I I � / I � ",C�; / `.lL I � w 15 < 1, . 6 , _� I ;T" z I I _�_ �1171 , 11 --,I \1 �;;,,, I . ; 0"', � . '. '-' I I ilo 1�_," ) "', i 1 -1116 �11'11 . � " I 1 i / , '' , < z . __ 16.1 t I ." p , a � I �!r I I ,;, — ', . I -4 .11 I I i ,� I *_ I ! 1 I .� I �. I , X� . — �11 L i I `ll_,l,l- I � " ; . � .1 � ; ''I I I : I I bl- 01111 I 4r� [,_., I I 11 .1 jjv.,�k', I i 11, I � * ) -, "V () I- g it , I I I � t , -""� I g) '� , 2' FL ,I / m I i I N , � ? , ". I , �1� " �,:� - - ,. t X> .1. , 11 , i ?. , . ., __ I :-,J-- __ __ � I - 1. �: , .;l ll� �, I/ .. kl'�) - R 1: 1' I X\i i * /rj --, ,.,& - 11 I / ".'o I &.4 I .1. " , _"_l' � S - , ,___ A.,- )IJ 4-- -------I'-- " -.-- I ! 11 ; I �` -_ / cl z 5: if �2 , , --li ; 5- - _ $r_ J 1p, - '_ I I / i ll."� I 1 754 �l 1�1'r_) ,, , - � __ --- _2 �_I_ ,;- � I cr_ ,4 _� Z1, �, � � ; �,-,, /� I -V __,_ I I I I I idoo 1 ",4 1 I 7�9� E, C15 1116It i OW, 13, _71 3 � 6 __ __ �_ , �__ ft J i- I ,,� ,;*+---= === ==- - 71*m L - 11-1 U-1 � I—- o ��/ > H , . A 1. I �__ / 11 - I � - & w I x 1 1 i, I _� ��-, A I I I ,� '. --- - _1 i 217 � ��,, ., I li I " ,� � ,!�5.o \ i ,�_ 111, i i�u, C14 \ ,,'\ �N' 1 . _� .. _. = m z Ix �u "I I I '� "--- " � r i I ..... I r ,- I , i I �l � , �� 11 /Y I I � ' , � I � - ".. . � I � ��\\\, I I I _L_____t__ - . i 1_/ r- J, p ,\� �, . ; 1 , - �, � ,� � I �,. I , __ �l ___ — ,.b -,i,) I ., , , , .. I � - �,� J! K I I i - , � --<00 I P_ �. I I . - i ri'l =) i i — - I _�_ , ep / f7: � � ,_ _U 1, �l // 1, I � , � - - � � > .- � , I O', , - ��_ I I " 111 - . :j 4� 0 r A '' I j- r - - % ,; ." , � __ __ _�F�_ - ;�) __ "o � , , - 11, "" / V .Z�,> ------ 1� 1, _ .1 I �l '] ,�, , ", __ I ., '// 0 1 " I _ 1 �:! % - "', —, � v ... 11 - .1 I �,�,_`l 1, ! i , I .q , � I - " \ � �,.� , _ I I - ! .1 % ,,l . I., , �<5' �, , ,'-�� '. , AH \ ", - _� - . - � N � _�� , . , ,�;; I_ . . , ��, I-- , , g (3 0 , _ I I I I ", 1�� 11 %.t,�� I %.t,�� ,,r,�' � I,", I � ,�� 1 �l . � _ ,,/ �, -1 I r I ; . 11, '% , 11, - 4 , � t _. I � Le " '�� W_ I � , 1�' I \ I SF" I I ''. � 1. . - ,,L . � � I . - --l' ____ -\I',---- � "', � , - � , - � 1,, "_.,i, _1 �%, b, r6 _;,l 11 I , cj -'�' '/ I Y. '. ,z�� .!� � - I -------, -, / - ; , ", ,,, 'pW � - , '_� l w ": r - /1� I I , I - � I I � ___._ ". .,� 4 A . — � , '. - - - - � �_ _�>� _)_ I �- I 11 e I Lid - I � ., i : . , I I __ I I I � �,.,,-,�-,Y � `1� _;-, N I , '6 ---,--._. f 6*0 "'--.-, _. / �' 11.1"ll, � I � I ..... _ �-� �; I "I � I 0 � __� i - i '' " ,: , 0 , 11 :�� 7 �:_�1011'1� __ ___ _ ------- ,,,� " ,� ,- '�l 11 0 - " ___, _____ __ '. f - "'" , !� _ - - - ___.._.l , 1-1 ''. , _ . , ! I .,-,I I ---------. ____�l I � ,,�� I _,2, / R� I", YD, I . - - __42- __� -, ____� __ �'. I S_ 1.1, I �., -, I 1�_1_1.1 '�_ ; I i - � 01 I/,- / z - I �, � ," I . I- I 1�1 In I _ � I - � I __ ,�%: �� " % % I - - - -.--. � , �. oe -, z _�__ I I ".�lll W,15 � __ "Y., 'i�� " �5� ,� ,,,, ".., I , , I . __ _.____� _. 11 ,,,�, .,> I � I , / �, __�< I ld� / _41 , liz* � �1;511 , I ',, I I I ; , - I.." �l ___ I I / "I I . f�l "I .f 11 X: 05 F� __ i ,_ I . IR . , 'r,�_ __ , - 407\ 1 - I j '1� I " ! R � %=� n-rg 1511 . � . I I - I _.. ___� r - I I , �so � � , , 1> I I ___ --*I I " � ',��, I , -t,.' / I . cl , - , - z _1111"', __ I `,, t ��_ - . k ,j ,, 11 �1.11 \�, ,�` , , , . . ''ll �/ -30 w � I . , f I., I I 1 :1,pP-_ I j . I .. (J) : 0 a I I - - _ __ I . -,' , i . . 1- . * 71 , il ,� L ,� � I 1g, __ I & I , �I . - - CL � ,� ' , 1. � � " � � I I z _,V�,`� - / i " --- /� 11, j I 141, - 1 61 , i I 9 I '> � I , il I. * , ". , 11-1 I I � z ; ) i I I , I I - . _/ - E - ____ -1 � _,fr, ,� � , ; fc - - , - I -0 , "km�, I I - I I 111 !" : .1 I ., 7 1 , �: ,� �l L� . /1, In 0 . I __ I 1 ,. 1 1 1 1 __ N\. _. I , . . I q !_ 4_Tl��!f=__A - . - -,- 1 �, - r, I � ,"�, .1 _F __�_ � - I " . 11 fl�D �' I I I., & -_ \1 - I NPA ES I � -.,'r,"`,' ACF- I I I I _____ w / 1, �.-/ " r - - 11 - - ��,,�.-",� --�-- I _� � I (��, I I,!! I —11 I I fl, , - I 41 I ,:�� ,� I " r - � - 1, ! ,> 1 1 1� � I , � '. �, �pm' - I � I I I 0 - —Al-, I 1 --,---4- i I, �,��,a � - -, - - az�7� , - _L9 -_ -_ I --C�z" 1 - !�� 1 \ �� , I _ _ ) I l-, . � � 1/1 I � m I,: 1,� I I I - i 1 4, 1 , �- I /I ,w 11 I 61p - L, ,_� Z I i . I �. L. ? I I — — I Il I P71-1 011:711110c"n . I ! - " ,�,;�`,� I,,.,' - -, � � I 1-11-_ . . \_j . .'10'01y, .1-1 __ ,,.�__, - - I I -_ — - :L71.? I! , �` - - I - I I I I � j" 1� ;'-_k ' ,J''�� 1 — , , - I �o�� . � ,� :� ,� �, I ,I, _,_ " , _,� �,:::,,': �:.',, — f,— ! — L�� - , : I , I -' � . I- 1 77�� 1�� ',�,�L;,i�.� ,, :1. 11IJ __" . ,� 4 ,�_ , ,�:l , - -0- " — �,� 11 " , � - . , , "I � :,*";� .,��_ I �; � . ,� - �l - _�_ _g�� 0 . , m 0 , --- io `�� -, I�V,) 2", j�,,,,,-,,,�,,,��l �, , ',�, __ t� �_ CL A I RIP RAP t,p � , I " � ", I- :,_ � `1�1�_�� '; ,;�� : ,,',� ,�"�,�� : - �— — /j � I I �A " i .l '! ml , K ff:�� - � — e i I I I ! L_ - i I I I 0\ - I ____ _,".`_ le- 4�z' 4 i q F, - ,,� 17_1�� 11 E. L; e - , _J�, _ — / - I � 05 15\j 1 - , - , - __. 0"I �N'e� 7� - � . i � _'-L L �, _ :,l) 1. I -1 , . c� ?"�_��". _�,� , " " ,� ,' � - 1'� E , - , �' j . ,,Vo �l I __ I./ �' , ��__ " .1 -, . r�\ . 11 ,�, , L=12' W=14' &" Ld . . 11 ll'� .) .1 ,��' �_ _., " - ", , a!gp n-, I . *l-,, - p ""vo ... - - v . �:,*" - 'I, / , 1, 0 : i) ig - �, I �______ : --�f-, , _::�__ I �_ -1, C'_ :,�;�l p I :_� p ,11 . - Aw"I'll, f - , , , 01�� .60' F5 017-0�1110FDOi�1 I Ij I I � i, %-�p ----------4- ,,-- - - , .,7�', _____ I/ I -------- -ro I il , __ - I � i 1p � �,-�-,,, i , . qc- tl'\ ,< ___� I'll , d� , 11 I. A 1\ I i I I , _� i ,41I� T/ t � I --,,o-- M, -, ,_ ] � �# . ., _ , -4o,":"': � , .;, -, �.- I "I �1) I � . � - , , , j � o - I ,\ Ilb-11) �� I I i - - -1 I .� . � - I . " I s , , �____ --- I __� " I ��l , lil� " ii ,!$ 1 � - - I I i , w Of V "" . - 1, , � .�� _. __ I � - � ___.,____,_ I � :: ," I I I ; _- --f , 11 , I I � 1, � ",'L; / 0- rI I - - I x � � I 1 3 1 ::, ...... - �] . ��,, 1�11 ` tf . , ; ,j I , I " , U-) LID LO : .1 !`_ , �. ___ � I L 11 1. I I" Ff) AS A "Mif) _ �, �kffEASV, �1�7 1 , � 1''. 53w,", !I //' , .- I q � ! , 'e., 1 i _�p L�, , , r: 1 �48 "" � y � ; � : I \ . / 11 1, ; � CD C) C) I t, 8 _1btN_*__,__ ____ I I _ � 1-1 .. . / - " I J 11 I AbIN ' F 7 �l , ___ / 1 . I ,� ,_ --, -, - __ 5 I I , / .11. 10PUENT OF A[\u0ff,J','N I � I �\_ __ (Jo fl- '11, , 7�O I, 1--l' ` ') I i I ,I +755-00 , ' -- :� 011A A I ., - _'. , �.� "I . lb 4 .1 - � - 11 el 'I �' / - .�:, W � i, __ - � _1 "I, . I � __ -, _ -..,.--,. - - . _. _ - � _� I I I I I - I 11 � IP i __ - - - � 3 W 1 � ] ,,5�- 1: � "I' � 1 11-4 - . . I j I--- --- 14- I11 9-11, I I -A I I - � � " 4, : . -, , _[ i.�, p " - �,,,,�.._-_) 1 1 "'. 1! o ." ; z . t�.� - r�) " - % I SW , pl- I , I � I i I 11 , 0 11 I 155.bp I DI §; I - I ! - ; 11 '11151P I", - "" , I �� " " c) c) . c) . . 0 , -, " _ - , � 11 01) I � I ll'�"_l I � I . I I . I _ 1. I �, � t I (- " , il .1 I - I ), i -1 �il'�- I sjjl�f 0 W) i ______:�� ,, ,/ , - .hZI � . " - I ! , � I I I - i� 1'� ; , N 11 . I 1� 11 -,-- ., I � I " � . I ,�!�:�',,:� / I - 4 ::-:2;.� _4 � ,_______� . �� fil, - , 1 c*4 - q ,O,f - 1/kj ft 11 I __� ----@- � : I -, 1 >� ____ - - ,!I ff i 11 j e -, - I il I .1 ll� 1, � 111.1 ,-:-.- .- ---I . I � - lll:,:� � 11, --.-- ll� .1 �. f i �;� � . z 0 " ,,I ------ m� ___� 1, 1� 11, , F"! , � . , , I T'Pl I . p ,. I . 1, ; I : I . 1 '�l / ","I""I'll, e, � -: ! - -==-7------Cy-_--_-='::-_=-= 0 V) 0� re) I I , c 4 1- 1' I 7 1 '__ --------- - I I- I 1. I �., I ! I I 11 EASTING STORM DRAINAGE & STRUCTURE - . . 11 I " I, . I I �� I I " I 11 � ' A, � -.1 1 _41- Li- ! , , - ' " : - , 1, 0 t 1. . �./,J' , I :: . �l I 1 7' 1 �, - Y U) < LLJ 11 " f '- i� I � I I f/ T71'. ,� __ '11'� 750 ,/ .� 1�1 f I 11 I 1. "', �;',', , , aj w a 0 / � ,%�� iln . - ... �: �t �,�-, " -------------:, —I' e 1 ! I 1 �_' ". (n " / . "I 7 m . I I li - , 1, 752 �, � I ! . ..... ,' � � , PRTM STORM DRAINAa & STRUCTURE - 13 I— , . I , � �, - . ,� � ff , ,,'� I I I I I I W� I I' ,'I , I , ", " I , � N, :z w I " �, I I , I , N, :2 fil 11 . ; I � � /,'Zz�, - / _' . I I , I / PROPOSED (if w UJI , � . lc;/- "I * il # #I' - 1 REQUIRED " ,_ , EMENT ,�,'� , 11 I DETENTION ; ,. , - I CURB- k GUM .......... m . , /'l W , .1 / �_ __ __; 20'X25� S)GN EAS 1':� .1 �:,.. , . 'r - r I- , uj :2 I,%. 2,9 �l I L ', " . , , 11 . , 1. , r CD .1 ..� .. 1 4.','V, 11 - z = 0 / I I M SEC ON \- CL Al RIP RAP . - � I I R� PROPIOSED CURB- k RMME MITER - , * " L ui ?I i 1, " �_Oi I f I I I L j.;, � 11 / I I POND,,.B :: z w I ; \, f 1. - -, i I 4' �_ % I 5 u LJ / / I , i L=10' W=12' " � I_�'- '\ - , I I : , 11 N " - Cl 0 F :�� F-1 I/ 11 " ��l 11 I " , . I , 1, " - i ___._, � / A ;7- >_ 9! ::) 0 :c / I ! I � '� 11 I :� � / I I , .1 �, �J/ / 11 , / 'E FLOW 0 .� Z / 'd " .. 1� "! I DRAINAG ................. i� ui b 1 f P_ N, .11 . ,,, � i, I,, - I � �, " 11 /,, V) 0 U) V) / 11 ! K, r- I ,:: I I I ,e -# f, - I I - , 1) 11 _ I CD i, Z - 11 , I �� 1, r --- I a , � EX. 20 FT. U LITY ESMT. I �1� �", '�, -.1-1, ui IX I I � , 11 f � D.B. 762 PG. 741 . - - EXIM- 4W ................ - ir "" , , / I 4 I, � / / I , I'll I i , ��,� - o /, I 11 11 " . I I "I _ ... 1,0_ ------ ___ n - S� 0 I I f I I % 1, � 00 i , 71 / I I � ,i , // I - I I �, =) - - - �' I' I " / ,' -L I . ", ui � f x" ," . _, I 11 __; "T, � _1 I --,,,� , I .- .-.,..-., �111 t - ',/ I I " ', ;: " \ I i .. , - l; -.-, 1� 1q, cb. I I . I .............. %%.....Op ........ %% U) r i : , , I Ipr � . ; ," -, _ I I N , �l 11 / " PROPOSED GRADE V) 0 'n W .9 � I / 1. $ I I � � ,l - � : -111, ! I l , 1- .;; 11 I , '% J . 11 I ,., I __ - i "I 1�".. 00 I ; ,-,, 'i i . / 1% / -_._,�' � I 1: , . " - I � I - � 1 1 __ I I � ,� :�'�` I ". "-, , A?.� - I 11 � - i iz, z 0 . I I I / ". ill /f Ii. j ; ,,` I I , , � , - .�, pi � I , ,_ , PROPOSED EASEMPff A& .......... or- Jr (n "" � , "' I � , I I ... . " �, ... ... -, I I I i . . - I I I . , J . I I 1- 11 . � -f V) ! I . , - , . , 7 . � W� I 1� . 1, -, ! _ \ � . 1�� 41,1� I , I I �� - 0 , f 1p, .", I_ - - � . � � _�� I W Lj �, i . � I ,� ,I .,le� j I � cl- (r - . ,� " � I I 11 . - � - . - 5- I— (D , . It � ��I 1, � ;l , I � " - , i ,� I .,i' , i r . ., � ; J, 4 t " f, /,' f III.. I . I ; I", �,, �l - ; I - PROPOSED -SILT-FM ............. — Sf — f- In 30 , ! , �, �, '� ,�, 'r - / -.1 - / , "I I , I I 11 ip" -, -��- :1 -,I 1, . OR4^1,0 SO4L, F L I I � ,, I , " "T I � I / r4 � / , I , _ " 1, I � , _1� "nn� �1, �, .� - I � . C) r .1 1 ,7- '! i I ,t� . *�� ` �� !�� 46m�� , "._ ,_� 11 � � I I 11 It . ; I , t 0 , , 1 - 4 1 11 I .. i I �11 , �.� . , 1 5 < / - I " N, .."I'll, �/ �,_,�,�,:,�� ::, �__�_'� �_-_� 11 I 1, .., I I ' " : ! i li .A� , -, � �, ',��7� 1- I ,� 1, I � �� . I . I � 1. ! , �"-:� :��% 1. -1 I 1 I ra .; ; � , :,�,s i , , ,, I I 1 1 A I : .1 1. �z � �, �, � - // /,�.,-, ", I � 1, I , 1. I I I m I I /'\ ; �, 11 �"_ . I 'To - 15 0 130 60 4.1 �Ir INO PROTEM ............ "I I � , r _1 : �, � i - -�� - , rr, W_ I �,� I i I '! �,,� 04 �, `�, � ___ . . , � � I '� ;, I ��, , � i. 1 , � I ,� y . . . � 11 1, I - , I I ... � , . , I I - -----I I i 11 ; ��, ; - f'L i f '104 UMITS OF DISTURBANCE �M� 1 %; 0 1 � I -��, I . I � 1 I., ; I � I 1. I , � , i � , I . , p, " I , i k"', � . � _, , : I ; ; 4'. .", It, I -1 . _� 'I', . - I ............. g�rl'A ,��",�', �"'.'."��, 'I, r "� -1 - i 11 11 � I'll I , e ; -c , ,I / to � p , � ;�111` ", ,� � / � � / ,4 i . , � / , � I I 1, ( IN FEET ) 1, _j "" /,�, 0 Ld 640 '�' � / " , ." i / , , . 1� I . , I , /c, � ._ �0� Z,-,� , I * I / j 0 @ OD I -1.1i I I - I I I � . ., ! � 4''�-, i �l 11 11 I ,: I . I I I . / ; �11-1 J Ji � 1. 4 f z -7 \� z - I I -1 i � I I., �,� � , , ; -, ;,p7 � I., � I I , 1. , __ , I , I I . 0 � , . / / / I I � , I 11 ; '.1 � I "Ill ;: I I �' 'r - V) I f , i,�.,, / I inch = JO ft. � I ! , , I I I I I , / If / I ',I i � �,e 4�1 I',, ,� I I 1, � I I 3�: 0 - I ,-. I I ..� / I I I ii ��Tf _ - I I LLJ LLJ to I - 1 1� ,� �/ I j --- "'. DRNW- DMDE ................ I I j - (3 (r) - ,. , I I e , . - r) c - 11 � ... � , I I I I I �� Ill 9 _j cq . I :i 1, I , � : I I . ,/ I � , . 1� z 0 r') C) LL_ W- � I I,/ 111, I . I I . f I O e� -04, % '�Or 1 00 10 AN 4" DASHED WHITE STRIi LANDSCAPING S'U MA.RY LANDSCAPED AREA REQUIRED - - - - - - - - - - - - - - - - - - - - -- - 31,355 SQ. Ff. (157. OF 209,035 SQ. FT.) LANDSCAPED AREA PROVIDED - - - - - - - - - - - - - - - - - - - - - - 57,118 SO. FT. PARKING AREA TREES REQUIRED . . ..... . .. . . .. 42 EACH ( 1/2000 SQ. FT. PARKING) INTERIOR PARKING AREA TREES REQUIRED - - - - - - - - - - - - -- 24 EACH (1/10 SPACES) TOTAL TREES REQUIRED - -------------------------- 66 EACH - 66 PROVIDED BUFFER TREES REQUIRED- - - - - - - - - - - - - - - - - - - - - - - - - - 300 TREES (3/10 LF OF BUFFER, 1000 LF BUFFER) - 300 PROVIDED DISTURBED AREA ------------------------------ 4.80 ACRES ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 Ibs Tall Fescue per ac. 12 lb. Annual Rye per ac. 1000 Ibs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not ` yet at final grade shall be as follows: 60 Ibs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 lbs. 10-20-20 Fertilizer per ac. Fc X 9 per 2 tons agricultural limestone r ac 2 tons straw mulch per ac ri,/isi f�1%%/�AFO OAS' . 2�' / // �•� : , Ili, �Gi Seeded areas to be watered and cared for as necessary to provide grass emergence. 4 SOLID OW I / _ \ \ /��/ FT LITHONIA KAD 40OW P Q, ,� All EXTERIOR LIGHT F SO THAT DIRECT OR R FIXTURE IS NOT VISABI CID v r,' t4 6 FT. OPAQUE BOARD FENCE. /� �'`�`\. / �`�..,� � ; FF• ,, \ \� :z ; �,` �-'u'r,; SET 3 FT. OFF CUB Uj hl, L 0 A SIG 4- 5 R] o PRC = 4 1. ;C5 - I � I F � 7 I I rl ( 1 �r sRri�,�J� r ! I Tl'PICAt. ( UHT I f . I RE�XTUI� i W/ 72 LEYLAND PLANTING SCHEDULE'' BOTANICAL COMMON NAME SIZE SPACING QUANTITY ACER RUBRUM RED MAPLE 2" CAL. 0 6" HIGH AS SHOWN 29 QUERCUS PALUSTRIS PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 29 ILEX CRENATA "HE7Z11" HETZ HOLLY 3 GAL. CONTAINER 3' ON CENTER 90 LANDSCAPE SCREEN PLANTING SCHEDULE 'W EASTERN RED CEDAR OR LENGTH OF SCREEN 1000 FT LDM9 OYRESS TREES REQUIRED, 3/10 FT= 0000 1/3 DECIDUOUS = 100 - RED MAPLE OR 2/3 EVERGREEN 24Q UTIZE LE4F LINDEN PR(1ViDE: � LEYLMD CYPRESS (2.0" C4UPER) 1W EASTERN RED CEDER 50 RED WFLE 20' CALIPER 50 LITTLE LEAF LINDEN 2.0' CALIPER LANDSCAPE SCREEN Dffl//�/gffl CATEGORY "B" ZONING BUFFER WITH LANDSCAPE SCREENING 40' , 10 10 10 10 2', 3' 13' 12' 3' 12' 12' 1 3' 2', _ 3'_ 1 _ S t YJ 3' 2' 2' 1 3' AU 6' OPAQUE FENCE REQUIRED AS 511001 ON PLAN OF CATEGORY "B" BUFFER FULL SCREEN REQUIRED CEDER, 36 RED MAPLE OR LITTLE LEAF LINDEN, AND 360 FT. OF FENCE (SEE DETAIL) ►1 E1 4 SLES 19 i SPACES L ■�� w� �� ■�� , .�r. ■�� I rr■ I ter■ �r ■�. r��. �� ■ I �� l err ■ � �� l . OMIT t � I / / / V 1 / �40tt� /J,, _ ; 0 4C 4- .J w (o a�--6 FT. OPAQUE BOARD FENCE. ,9)MpH/CSCWE 30 15 0 30 60 IN FEET) 1 inch = 30 ft. w w Q� Q V QD wA T J lc Q O 2 Lj �0 O vo �w� y Q (n w wo �0W Lj- A o v If 0 /V�dYW0 Q O) M NANO Ih to a co cD U I ccUco i-t i'2 N .L.i 0 • JW4 1 Z Q o Q) © .CO U U p tL I 4) ) wCd h 4r co a � � � � 0 1`I m ° r, 0 -t= O � m 4 $ 4—i N ° N to O O `U.)� s� v - o qP* U Lo cZ Sao XLO W Z g CL Lr' z o °- J V V) Z w gJ F F W X -g 0 �. 92 Z C] s Z W 4 Q � U W Wx = Z o W B 00CL N M O � �; M t� V) � _ t,,� OD III O z E— 0 O 0 O z w > O w w o >- >-- r 0 P Iw- ¢ Z d C) w z Z Z LL V) co V) 0 U o o W U � w w o 0 ►- N <U N Y ZLjj 0 z LJ ZL.Li0 0-1 C14 0 0 1, r 755 ) VARIES TO r., M30(KAME) WITH (TOP LID) PROPERTY ROADWAY BO 21 �Cll :/ PVC SCREVI TYPE HIP CAP SADDLE2' SERVICE SCH 130 PVC i FEMALE SOLVFNT 4,• O• .1�X r COUPLING PIP / 141.4►��t r I COUPLING �•��/ DEEP POLY 7 PLASTIC Iy`"1,•I:l ►lily! METER BOX 1+��11 • rI I-21 • ''r PVC .. 1 I I ��•+�I •.•,�, coupling i' �� s �� • �� y �i • I�I�i� BEDDING ion i�r�jJ1I� 1■1►,�eAll�r MATERIAL AS PEP VIATE.MON r .CHSCH a PVC 2* CTS POLYETKYLENE SOLVENT e WEEP TUBING (PEO II CURB , P WITH 4 t W1 SS INSERTS AT ALI W/ 2- GATE VALVE CONNECTIONS =CWt-TING NUT BLOW-OFF ASSEMBLY FIGURE 9 GRAPHIC SCALE 40, 20' 0' 4D' 80' 1 INCH = 40 ft. HOR12. I INCH = 4 ft. V/ERT. METER BOX and COVER METER SIM METER BOX METER BOX COVER 5181 or 3r4' 18 in -- Non -Trent M32C-pw Trettt A321-H 1' 24 in. Die. Non -infix: MC-30 (Frame) WITH FIML-1-1 (Top 1.4 TreHt MCM (Frame) WITH RML-12T (Top Lid) sunamdingtxnt OOp ire Side meter box top and o>vu metc+•by :. SA tddte with map stop ., s 6 \ I'CTS poll~—tutexi 1•coupling (PET) 200 poi win. SS inserts (PJX FIP) C1444 at lot Connections with SS insert and MIP posit pWg Same side COPMRSETTER ratan sim Opposite Sid` Same Side SI8k314' _ VBHC72.18iiiii 484 V8HC82-I0WD 44-"S4 Wr VBHC72-18WD4444-B4 VBHC82ASWID-4444 84 V VBHC74-1SWD4444-134 -N/A- INSTALLATION NOTES 1. Exact loi of dte1M box assembly to be appr0i poor to i6'�inn. 2. Water service crossing went: a) Encase, in 3• diameter SCH40 PVC or SOR21 pipe. The piping shall run tam bite foot beyond sidnx>elc, notices the street to one foot beyond eidew®h. b) Install 12 gage insulated copper wife (for line tracing) from Corp. 9np to irxoone meter box [wrap wife around corp. stop; Wre to be taped to top of PET at 10 foot Intervals; come up into meter bex and tanninfi a level with angle ball va? cj. 5/8'0/4', 3/4' & 'I' METER INSTALLATION (4 FOOT COVER) Figure e 755 j PROPOSED GRADE EXISTING GROUND 1 755 — f f EXISTING 8" WATER: MAIN 756 8. PVC SOR35 I I LEN ft6 SLOPE 1.00% 750 I ) f � t C4 CL 745^ Qt n �+ 4 �zCL � j 0+00 0+50 1+00 PROPOSED SANITARY SEWER CROSSING WARRIOR OR. I cast inn ctanout rap with brass pug must be 8' from tlto top of the ecmw type adjustable boa aquaraooncrdta skid pod 20'1 20'x 6• deep C83t non CleargUl Cap Witt bra4s VALCO.Iro plug having a countersunksquare GQ� Fig. No. 7188013 tread Pi Modal PA4SVLSK (40 " with lid marked �(,j9 •SEWER' SDR 21 - clean t pipe twttOrn section of box brick base SDR35SPICQ or otod by SDft 35 ,� . r :bbel as peer gestated Obit wye � sardtary (see SDR 35 gasketed sower man $C1 2t - _ bet145° bend 6 stone bedding NOTE: ff rap of sewer mdn is greater tan IS deep, then wye and bend to be heavy wait SOR35. SEWER CLEANOUT Figure 16 STANDARD •pnoal backgii see note) mnr4et elect backlill note) O.D. I. general badddt (see recto) s seenow badcfill (see m1sY 1/2 01 L Er srorle CONCRETE ARCH CONCRETE CRADLE CONCRETE ENCA NOTE: To be compacted to %% of ASTM Di Maximum density. TRENCH & BEDDING Figure 1 concrete thrust block east badtBI note) Q�JC W U7to7WoU) VUj w0�a t7') rn NNNO 4-- N I I r- to a tp in Q :E cp tD ) 0 0 U) U) • pl ell a; Gaza ® O U0IA O * a V) w Q) r VBHH77-t5BNG1 t 77 2' Cllatom saner (molar by FCSA) cast In place access standad flat top door, centered in for 4' diameter �n1 NN top (see note 1) mantnto F-n-t W vadea T max. at Prop"'.RnLstmd r�r--11 • 4 (sere recto 21 grade concrete pad t-1 I•-r 1'-6' ri x 6' deep skit pad - - F--� roadw+NWx.---... E 3'riser section for 4' rv^ (tubing, c7yetlhi diameter nnntwie err. . ' •. r y T ,,--�1t ET) 200 pet With cutouts e; r• g • 1� k-t 00 serts at all 4'stono �2� h+ '��V) O IBGbORS typeJ ',, 3 CDadjustable vali box 30 min.addle witAporatidn stop locationmadter /% '' r : (} N �sold sufpat bkii stab vFthrem-gohtggecl 'j.ain under custom setterWere r4anonbag vp with PJ C1444 w/ SS resorts _—megetug t 11ai O(CTSB44-7r7 am MIP pb,itic plug - `'.' � •� w/ SS inserts); with 2' perm __ x� - ,,,,4 % Do co valvo operating nut l' y .J { 7 •�•+ r-t x- V'n � i..�6. NOTES: -y. t. Access door shal be try Halliday Products t I or our approi equal: 01rust block iW to 24' T-•r -O (d ..i 0 a) in non•tratac area - model no. SI R3030 Tx Btin to solid block U L;j U b) Infic traarea - model no. HIP2424 g (fa vabros Wand Larger) i� /1 ,..i C) 4) z 2 Water service crossing street: 0 0 X a) En eawd in 6' diameter SCH40 PVC o SDR2I pipa in >r S Q The piping ehal run facto ono foot bayonet sidewalk. Lr_ LL Lu_ across street, to one foot beyond d sidewalk. Nola: this droner k also CUTOUT DETAIL b) Instal 12 gauge Insulated copper Wre (for line tracing) usod forbWefflyvalves from Corp. stop to into the meter box i wrap wire around Mp{car) carp, stop; wile to be taped to top of PET at 10 foot intervals; come up iron meter box and termini level with angle ball valve). and 2" METER INSTALLATION GATE VALVE V NO Figure B Figure 7 SDR 35 spigot SOR 35 spigot by fZ # „top of manhole at grade in pavement areas undue othorvrige directed c by gaskdod SDR 21 gaskeled � W� ' 1'-� (rap slat ton set 24' min. above grade in assonant areas} �� beg 46' bend ballad ter )•s square skid Pad 6' Mkk 'j I (rm note) 7 G eta - Schedule 40 steal pipoli3edwltlt concrato i and painted yellow 7, 3f4' x 2' butyl 2, Joint se.Nant 3/4' crxtcrala Anchor b0i (4 each) . � 35 max. �, • � , ,,. ,.v d.>i�., adJustanent rings (11' max.) g minimum le'da. T`. ` t'�i' - concrete i SOR 21 gestated ateotxndtl f :' ? i $DR 356'k4• hlpe and Fttings SCti 40 gaskated bet wye (sea note) solvent ,we,d Cap corrode ASTMGt50 400(I psi BOLLARD DETAIL Pr le'Mp) ,. lin wa mrprml coaling y� CS-56 by Conseil t' nomyre+l st�a RV 30 buy t B' Joint sealant applied between joints and on direction of sathng to be approved prior 16 Installation mania, SKIS of joints �:•"Jr:'a �i.-,;''t. {• fAG,��,,..... %. - . joines era m be seated v th'O" ring gasket as requited _ I rconaete pad l'4i N. x 6• deep ve,. We tot adore muker� f 36' min. FIRE HYDRANT ASSEMBLY Figurea mechanical joint Swivel tee with 6' branch I.O. pipe to manlnde mnr,egion to be 5 by flexible shove a Imvart charnel to provido a t g-i. smooth transition in to out, 4'-W ma% for elf connections T-0'nwr estop of wctrwatl precast (men a grout !1: o-i y same dov, as bottomatam top of pipe x, 6 - 4 6' bedding stone NOTES: 1. Marhde sections Shall have an extfl at coating of approved polymer fi water prmfing prior to installation. T it adjustment deviation evcceds two inchesuse cxxxxeto ad;ustrnent dregs with a exlNkX coating of water proofing . 3. Final slope adjostmant of manhole frame may be by share and rnn-shank grout 4. Skid pad to be placed around martholes located in shoulders of toads. 5. Rai top casting snag be usod on shal!ow manhole (4 ft. alms) irusxetlatlons. STANDARD MANHOLE Figure 11 75 VS LNG GRIND > i i f ( , a i ( i M t x_ i i : 1 755 o PROPOSED GRADE 3 ; I ( i ! i EX.!, GRADE , PROMSED ) ) 3 i 7745, _..GRADE d r _ 1 r : C!"; , f i a 1 i z W i r h i t } _ _. ._ _ _...�.... _ —__ . .. _ .__. _.._.__. _.____.. _.__._ __ g 750 's � ' - ...`- € V; • 8 PVC 21._WA7ER � IDP ��R?1 : , STA: 5+68.49 jSTA 6+22.55 j ` Aft i r 1 r�CROSS_ ... .... -.. .� 1 8'x45' BENd- ; ._ :18'x6_.__..._... ,.__.__. _._..__.._...�._ _ r. t•�` 2-6" GATE VALVE ) t _ SfiA 5+17.48 EXISTING 8" PLUG f 740 t i xX45 { jg PVC SOR21 WA i 1 i REMOVE U. PLUG i j f.5' MIN! } TER hIAIN � i �: 8 BEND t4, QQ 1-8 TEE 4 rn w CLEAR ) � '1 WATER � `' - ! _.. ._ .... ..._. _ _...__...__... _ .-.__..... .__,.._...,_. _..._... _._.. 2-$."_GalTE.VALVE _ _ ' C SDR2 _... _ �. _ . r +. _ - _,.. _ ._�,.w . w._�,_--_-._,_.. .t._-,-...._. _ilk_.... x # 745__-_,.PVC _{ N-CLEAR I _. _ ._ r i s j 'CO f.5 MIN i i j I I STA 0+96.50 . 1_ i ` ) CLEAR i-2" SERVICE i STA 3+22.22 L SM. 4+92.30 , i 1 t i 1 t 1 t ; ) 1 8`X6 TEE p err• ,__, ,-_- _. _ ._ _ ..___._._,�._..___, _.__._.._._._ .. , # t ; ( - a._.__... ..._. ). � _.._.! � 1..;.U.X6__1LIE..._.,._....:.......:..__._..}...._.-_____...__q-.....,--._....,_..-«_-..,__,.._..__..,.-._..__...._,._.__.:_,..,.._._.__.-... �__....-.._ _.._ .. ..y_. .-Ji�aL i z 1" , _._.__._...__ 1- TE vAi i 7 __. _._._ __ . ___ __.__ � # = j (3 STA° 1+13:50. 1-FM ASSE96LE STA 1+09.07 j 1-n22 1/2- 6END i t ( ' k k i 4 i t k __...._..__i i - � E_ .__....__....._.,-__---------- 1740 SW IS MIN CLEAR • i J i � � t f i ! i i I i j � .__ _- # _ _-. _ ___,_._- `_ _- __, ...__._;___---__w-- i _-1 1 i : r EXIST. 10" '.WATER ►iU41N " t t-8 TAP 8Y FCSA ; ; `• i t # 1 ! i . 0+00 0+50 1+00 i i : ( ; I ) s 4 1 o+ _- ..._.,_._� _ ____ .._.. _.__ __., _ .._._ __:.__.. _..._._._...___,.. �._�___: ___.__.____� ____.. PROPOSED WATER LINE 2 00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 PROPOSED WATER LINE 760 755 Norte: If top of main is greater than 15 ft deep use heavy wail SOR 35 concrete cradle if top Of main is reater g than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 14 LjjW U M ow r� 0 CL C3 U W P 3 0 In Lai � i ii d� IW CID- p N N \ Q Q p M N w r o to U) Q W `!- iI w LL- o n z z 00 w W fY M W w w � 0 o w � 0 ' o w -i r U CJ >- S-) O > D U) w® 1-- Q 0 U (/) T U w w w � tr LLJ J a:i � w (Wre 0 o CO W lz W � Cn � a H 00 Q U C-) Q a Q U U N w LLJ _ C; Ld CJ - Z 0 0 0 LJ_ •- In Im I= I= I= 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 755 - - ----- ----- - -- ----.-----,!-- - - - --",--",-""----",""'�--.-.--�...",�-11.1-�--l.��1--�.-,-T-..�,,,��----.,-"--I ---- -- I 11-- 1� _111--11 �1--��--�--"-,.�-�,.,.--..��---",!-.--,---.,---,- -.�� . ..... .. .,_._._____-_, �I ' � � I , � ; ! I r I ! I I i � I � 4 � - I I . I i i -1--IL----.--'---�--------.--,-.��,�, __________._____.___ � i t i � � I r,-,- __ -- _ -_ j I I i ; � ; � A ; � ----.--- ; � ; I I I A I � � � i I q t i i i � i i i c) ! 0) . o ! ! % I I i I � i I ; . z i � i i I I � ,� - � ; i 1 i I ! � I (j I I ____i.__ __� i ; II , ; I - - - - ? - I ! I __j ; I : I __ � I � i CCJN � . i �- - - - 1 - - -r C, � EXISTING, -GRADE--_____�---_' _.__-,._ - _�__ , -t ------ � - _� I-----.,--,-- _.__1_1_ -.1 - -- ---- _ ; I— --_J 1___ - -- ----- � _1_.___.1_.___t _=!!�J - _\ _11_______-_� � � __ __ �i � i I , . I i I cd I (Z) C'4 � : -_ i ; I ,Z> c � I C30 ; i j � n ; '414- M \ I � 100 o Z, ! I I . I i � M;�3 ; :r I 1 � -41 i � ; f I � � � � 0i - ; \ i i f AI - ! � I � r111 ; f ...... - .--. __ - 1-1 ___(� ---.-:R- - - --- Z5 - --'I-- � ---- z ; � � ; _(�3_ _> , - - - _j____-1___ : i ; ; i ! � I t 760 i , . ---. - 1 - - s ? I ; � f ! \ � i � � r-, � I - ! . i i I ; � n (ZZ) ! __ � I z � I U*) e.3 2 Ct . r,� � PROP GRADE � i i i i � -�_ � t " co <�o . I i ; ! \ ;; . ,q. ;�; <::) -\\ - - , I , . P's ; �, � i 17 I M � - ___i - - - � I i i i � 00- � ; � I I ! ! I i I I - i f I I ; i i z tz I V- V, i � ,,, t,,Q �- I- , . ; : . I- - 1-1 _1111_11 Q , , emu, t- �_ � � : ck:: ():: 750 - - --- - - � - �- - - - - -` - - --,,--..I- 1__�._____1 . ..... . _________. 1-.1--l-I ........ . " I ... 11 � I I I- _1_.__4 ------ _1 _____._,____ � I I I i I I I i I � . f i: � " I _L_ : � . 2 w q- it �1 2�" . F � : d I i 4 I z��- . f � � . . Z (Z:) i t � i I I i L0 I -�t � n - r i - _j i 17! t N �___cl) -),.�l-f�---'.---.-,-,�----+-.--.-------.�,-----,-..�-,----,, _ I ! , __ ___.._1M�.+U QI (Z) 1 � - �5. -CC (Z> �`+.i Q I ! : ! � �f I L � I � I � � ; I Q ,z (Z) - , 11:: � i I -0 . I . � _ 0 L � � t ; � a-- ;z I I :: ;2� :g �"- �-i i A � . 4 1 - i ; t w, ,01E d -Iil m I I � ! I (f) ; I : ; I � i � P; � I � . � � I I t � � I i i (n - � � _'! - __ - - ;__.__ ... I -.1--A � I ; t . - - __ I _ -, , j4----,�,-,---��.-.--�IL- -.-I I : i i � I i I � : 1 i i � ! i i I � � j I � i � I f - I I . � I ; � 1 ' ; c i t _\ i i C) + ! i : � I ; f - i � PROP GRADE �. - .-,-,----.., .�1 ------ ___-,____,7_____-______ __ , i 755 - .1 � _1A _____'N - \ I .-,--------- i i � � ; � I i j ) ; � I I I � � ; I . I ! � � I ! � � i � � I q i I . I I : \ � I I . ! ! i ; I U) (/) i � . . � � � ; ? ; i i 1 4 � CONC CRADLE REQUIRED � I � EXISTING G?ADE ' � ! I i � ! ___� I i I N 1, !, I � i q I � r I i � I I I I . - - - 11--l- - . __ -----------_-_.- _____` i ____.,___ - _.!____,___,___ z1_1_____ 1. I ; ; --------- ------!-------- i f, ,-----,--I I � 74! - - -- --- - - - � 1, � I ! - ,-4--- -1 � I . � i z � I � I I f I : I ; � ; 7 I : � I I � I - I I � I : t � I _ -,---,-�-.��----�-. ; : ! -_�_ I I I I � i ! I .� � - . . I � ,C8 i C9 ; ( i I � � I � � i I I . I I - � � ;DIA 24in-CPP $ � , i I . I � - I � t 7 1 � . - � I i i � � I C25 C28,,' LEN 125 SLOPE 0.507. 80 i t � I � LEN t ; I ,-,-" O,j o � � I �__ , , , � i I I j I i ! i I i i I I --I i I i 1_1._11. . 1_.____ 1________..__. ____ ............ ___ __ - -1. . .. I , : I - � . --- i-___' - I- - . 1-1 1- ... I 11.2 1-11--l- I - 11. -11 ...... .1_1___ .... . .... _ � . : _ ) _.__� I� � - _�� - - - - ! -- ------ 1-- - __ __ � � ; . --,---------.I I . . � i t � ; __ � � ! . i i - . I i � , - k " - "" " ,m� '�' ; � . I SLOPE 0.507. 1 ' LEN 29 I ; ; C19 i I I � . I LEN 39 1 � , t i I � I I I I-- I . : ! � 1, I f � I . I .1 3 � , I 1, \,:jr , � ; � ...... r _ I �-.�--,,�---.-,--.�--,.-,-.-,.�---.-,.--.-��-�-,..-�, - __:_:___,1,.__ PIA Nin.CPP ; SLOPE 0.50,0. �� 750 ---- ' I � I � . ; . ;. t . I - � ; : I U 1i E ' . I � � � e ; i CA 24in.x 18in.ACEP ' , � LEN 70 1! -�07 , Lop 0 J�_ , -7 ! i � I � SLOPE 0-50% � i f i I ; I I i I I I i i t I i � ? � � I f : i i I - I I I i i ! � I i 1 1 _______,'1 1 C20 .. 24n.-CPP.. . � - __ i ; ! ; ? 1:_ � 740 __..__�_.__11.________ � I q � � I I ; - - - DIA ..--.-,-.-.-,-.-. ____._.__4 ___111_.-__ _.____1__._1_____._ _____. . I , I j __Y_ _____ --'- * - *1 ,:I-,- . ,_______1_1.1_..__ ._____, � 0.79% � �0 , I I I 5 " � r I P, ;SLOPE �� 0 "I I ! co I I LEN 20 . ; I I W) , .. � - I � i 'O �� I z a, Z3 i CN 6 a-, � ? 8in.RC ! r*� Q � � I � n - C-) I �. ; I � ; i k i � co �� . I t 1 18 � MIN--DIA I 0 00, � i. � : Q Q 0 ;� __ ---�-.---.-.----..-�,--4---�.-,-,.---,�- t : I t I i C ; 00 � . rll� I ------- _ �� Z3 t" ! Z)j 0) � A ; i -) C14 ; ! CN : C 1-8-- I ,rSLOPE .... 1_01� , � � ; i I � � 11 � (Z) 6 c) : CLEAR t � I r_1 00 : 6) C\! . I CN, CN '-: i N "� I i � � � DIA 15in. CP 1 -.4- 1 : '4� U-) t,j � LEN 29 :� i 2 co 6 L i I i � � 00 04 __j I I � � ? ND n IN I I � i ( ) � - rl� -* . ; -) * 14 : '�- PROPOSED' 8 - WATER �AIN , - t i 4- i i ! fl, <,,)�o '*- r-, - g I - * Chi C,i U - r,- s , i : ; I - � r, ; � : - 1+ 1 -,4- '* � I i I M. SLOPE 0. 707. 1 - 41, N, F�� " - , , I- [-,--(�i 111-��_ - - - 4-- 4�,t.�� - 1'.." . - - - I i -----.-..--------Jr-.----.-.-��--------,�-.--------,-- --- - J-.1- I U'�, !� , - - - __1 , _n Lt.),', r��,r,-,Z.- , � � � ; C5 1 ---- R Ci ----------� --- � I I ! i I � � t I ! Z� I i Z) Ni N Z :� z� D14 18in.CPP � ; � :� c ��_11,_;t I .---,.--,,----!-..-,--��-�---Y"� J Cl 00 U-1 . f � � . ! zl:�Zo , - � ,Cqo: ;-z' 0 * I . i i I C3 c> K - - Q�� -Z ,::) I ; � Q r-, 0; - 4z CD i i . I n,6 , I i I CT; R; C�l I ; I ! 114, i � I + � + ,�:) �: I + � i I- I- �_ ! �� _ �_ I I i � 00 + -q- � � �__ �� _ �---,----.---,,i.-----,-,-,-,�---,-.------.-�------�-,,I x 1_w_ �_ �_ ! I cr) q�4 r" ,.,,---.-- __ (a cl r-, Q: '=) �- 9 to 04 ;,O, cr c i . f� 25 4� � ! I :x >; >; >-. � ,-.V �:i-_ ! i I w__ w__ W I � � ; 0+00 0+50 1+00 W_ W_ _w W_ _w Q: (L � kc I i _ " � ,�,:;, � t � ck-;!� - -:5; ; ; - �:, W �_ .S CtZ :z - 1.'E S - -':: ai* i!!� :z �, �_ i!!� � � f- C. -.-- i_ ex- z z tn (n EiE;i�;�; Z_ i � n (O 64- :_�:_ ;-z I : : i &--- � �i; co (,) - -:-z I � ; O-) U-) 6�;�� i� ��; � i Q) Q) i i I ; I i i I � � � � � CULVERT 18, 19 AND 20 ' � 1, , - I-- 'I��l--"'----��-.-�-'--.1--gl�-'-��1.1-r"--i-.".--,,---. I � : ._ I ; ; � --,.--L---�-�...-�-.-,--.--,.,-.,-.-,-..--�-.--.,----,�----,-.-�--,--,.-.�l-- 1- 1-1--11- ----",-------------.----"--I.,--"-.-,.--�.--�.-,. _--l- -1. ___.____ 0+00 0+50 1+00 1+50 2+00 2+50 ; - cz, I - CULVERT 25, 28, 8, &9 i 1___________, - i_.___.__'_____..__ F_____.__11_.____ i ,�-�-.�-.-,�,-,.----..-..-,�11.1-1--I ------- ; i i - ; I - Q) 1 6 CN I", i i � - <j ; I i Q iQ i Z3 I 0) i I r" I I ; 00 lt� ; i O,C'4 �'_'< 1 11 bcl'z� I i ,,*v: I � I l � __ __._1..__1_,__ - _1_ I I -,*: , -'-'�11,1,---l-III'l""I'--I,,-I-Lll- GRADEi (Z'� "t !C,c 1 n to rZ_ 1 755 - - � - - -� - ___ .---. _ - ______-__7 ___ -1 - - - - _-, - ,--- " -_ EXISTING A i . r�, 'w-f ; I; ; i i 755 --- - - -- -,---- _1 '. " -+.Lo,�-1'� �_,Z>J'�_.__,_ -,-- ______._.1__x __ . ________1______� 4c:�i t." I � _.) i .? t ! c 0 -_� i f : i I C,4,(3i ;j�'t r11 I j ; - - t ! I i I ,�,_ - I t � � � i - I . cl�: ;�s 4 PROP GRADE � I I � I i ! i �_j i !EXISTING GRADE I . i I I,- ;!5, -:� 1. :s: ? I ; � : = f_ I - � I � t i � I I � 11, --- _ I 3 � ....... . _._.__,___.______._� Q (/) (0: Or: � � �6 1 U) 0 ii!:'t-_ _�z - ! , � ) 1 75 11" f i I i I ___ .._� --- 111 ._l.-I.1--r"--- � I . i i t � I I N � ; ! I -r--------,-,---- -,--4,- .------�-- - ---- --- j � � � : I - 5 1 � . : I __ �__ . PROP GRADE I a - -c __ I _j ; L --- ,bN-------- -- _/_______,___._,_� I I I i I � __ t i I ; _/ . I : i : , . V ; J. I i � L I � I I � , � . I I PROP GRADE ---, /I ; I . I i � I , f1*1 . o I � i I I I I , I ? , : ! � I i � I I � �_ � EXISTING t - r GRADE I � . __I_� , � i r - ; i � ____ . �,�_ (Z�, ZZO I I i i I I I ; I I-— - � ! I I � 745 � 1 C441 ___1 (f) (Z:> i I I ; -- - - i ! i ; i - -1 - _,_ �� - � 1- �. - � I 1 - �- - ---I- - 1 - __ - _, _ _ _ - I 1. 1. I - - - - I- .-I-1- - -, 11 f � - +�_ . ; � � - � 632- 1 � A ; i � � 750 � i ; I � �� i a . I- I I � i I I I ; � � I ____� I 1 750- cz� � C-7 - - - ,�-.--,-,--.,,.-,-�-�.-,�---,�---,----�- . -.1-1 11- I _.______1___1 _� ` C4: ; : I i _J . .N 62 1 1 - � I ! I LE I _w- � -zi-, - � I � ; LEN 100 � - � ; i R� a I i � ; . I : ; � ___- i � I I � L . � .9% I � I i i I 1, ; I ' . - ' - - ' - ' ' , ' ' ,EXISTING G � E rt(Llr ` r- __ ____ _' _ __ __ __ -i- ---'--- - ___ , , , , _�_ �.111 I.A11C ' � _ ______,__ __ 7 , , T , , , , � , , � , , , , , _ ' ' - L, - _____'! ---------- '-- - - I - � _---', E 26 1 � I I I I ; I ) . � ' ; ; )I I I : I ( LEN 45 ]1'-____�__sLOPE 1-�1007- P z S Y, i EXISTING ? � I R , , I � \ SLOPE I 0% I� .I i WATER AIN I i- : ff C45-74,' ' --- --- ---,-D�--�l��l'�-�,�,---�4-�--�,-,I 11 i : , I I . - � � ; � . i I . ; - 0.62., -�' -_ �F- - �-- DIA 15irt RCP-,,.-- -- - .--- __J_ - - .--- ___1 _1_111- --- I A, I o I SLOPE i z i LEN 18 � 1:11 � i i 11 11-1. - - I .1 I , ---- --------,L__1_.,__.,_. I ------ - --i-11 .-.. 1-1- I --- ---- -4 ; I! I I � i ; I i �--- __--i i I ! t � ; I f i I i DIA 18in.RCP ; � ; I I � � i I f � T � SLOPE 1.00Z � : . i i 4 � I � i : i � I t . � � ; � I i k ! ; I I ; �[ i i � i ! i I � I � i : Ell* 15in.CPP �i H � I ; t � � i _i- I I i I I I � ; I � I � I I � ! I ; I � C10 ! I _1._,______._,_._ __,_.___; 740 � . I I 1 11 ; ; �,____ _ __ I T i 745 - -- --.--.,�--.-.-.-"�.--I.,,.-��.-�,�,--�,� , � I - ,-; - I _1_1_...._! , _,_____..._,_ -1-1. 11-11 _..� - -.1-1 - ; I � I , _____..___.____1 -�_ ___1 - I ? : C'4 1 1 1 : I ! L I I I j � CrI ; � I-- � _�'. -1 - - - _____,_. _. - ------ -- ----------------- , � : I � I i . � I ) � .1-11- 1____.._______..___ ..... � ; i ,V- � ; iZ� : n 1 � U*) 1 7,15 E , - � � i i 14- � N (Z) , z I j LEN 69 ; i Q> i CN � t C-) - 1 <� ; 11 Q� Q0 (z) ! 1 ; N I _00 t, � r< ; i : , I � � I i ! C-4 OR � I - Z) r-"-) I x C11 1 7 1 � if I . t , I V. ; � SLOPE 0. 6OZ ' I X� __j � (Z� r-� i i 01) ; M I f`1 i � i i _n � . _j � � � � � " ; � ' LO n rl�t LEN 21 1 i 0 .Q,-. - � , 17*. V.. 1, _01--! � ; 'Z r-� F.; : . ! 06'", � I ; ______1._.__1 ---- ------ ; I - ; t111 i . ! 1". - -.--<S- � I � c, -4- I - r 74 rn t�,- " - � ! I " � -1-1 --.-) - 114--- _.- _._____________ 1.*n..,__.._,_._ i - "IV, D14 � 15in.RCP 1 i . - - - � I -1- � __ _--!__ __1 1 -�40---* O*j to ; i I - . C141, t" t_ ; I � ; I U.) to �_ I <=) fl, __:,� cz SLOPE-0,607. �-��"----.-r"--.-.-J..-...--.-----,,-I t_1 ; " Q ce (� � (O , -) -� j�5 1 ,-,---.--,--�---.-.14.1-----�--- _--l- 1AJ I fa � 0) i , _! -4: N :Z) i i cz� N to :.,.� i 2� ,z:, 6 i� ;K: <5 I ,�o 6 ; � - I i c 5 E3 i I + ;� 1 4-4 anti �_ I Q) E2 it � I ,** �-z :-z C-) ; I 11 Fs 4 00 '. : I r i LLJ � I i I ,q- zzz Z) i I (O C.,� 0 :,O) -- I- �__ DIA 15in.CPP i . I . � I : + Q �t W) +;Q ; I U") + . n (Z) ("I c):: � I ! i 1+ � (Z� 5;::;z, 1 �_ I- I ko �_ i Q.) � -) ; -4- C.) I j i:* + Qc Q:: 0:� I i I (/ r_1 I Q: ck� f-- 0= i � t ii � I 0 �_ �: � -4-, i Q__ , � � i i i 00 I jj '� --K ; ; � � ; ; I z �l 1, I ! � .z.j � - � ! ! � i I : �j ,�� I I - L ! ,-,c :z L, .j 'j , �* , I 2E --i 11 ; 0_- :.< � � :z �� 1 w lfr__ - ,� 2 ,�; : Z_ i i - ' (10 C-) _j i , i i j ct-- a CIE: a � >_ I - � i z - Z_ z � � � (/) V) a- � -: 1 t� (1) &_ ! , : ")R � �_ � r^ t- r� Z � I I t V5 R� i 7, . I i i I : I � (f) (/) It::%_ tz ... L - .... r-1-- __________ - ---- 1 � i I i � .. .. ..... ' J_ ! i � ; i � � . j . 0+00 0+50 1+00 1+50 . 0+00 0+50 740 --,----.--.------.-_-.--L,.---.-.----.,,--,_.---j-.--,--,--.-.-,,-.�.,-_---.-----.--"""",-,._"-,�_--..-----�-------,-� 0+00 CULVERTS 43 - 45 CULVERT 32 0+00 0+50 1+00 CULVERT I 1, AND 10 L 4+50 5+00 5+50 GRAPHIC SCALE 30, 15, 01 30' 60, I INCH = 30 ft. HORIZ. I INCH = J ft. VER77CAL : ; i i � I . L ; I M-10, 1 1 �.) � I i I �� -0 (Z) ! � i i � ! I I � 755 -------�,;i��'tz,:,)';4-0:,-i--,--,------_.,-.-_�-,--------------.�--.----.--�--------�k'--- � i I . . M- I � I � I - 4,14 r_1 � I i � � � I cz� t" �. I - cao I i i i � I ; i I � oo ! i Ul) + i I I'- a:: Q:: ck: i i t � I t ;s:z W Wo T _____ _____4 ___ --.-.--------,.-I-----,��-�...----"�;rL�L"' ; I I ? wll� i I i I i I I � \1 ' I ; i PPROP GRADE 1 1 � , , , ! I I , I � , I I � . , , , � , _ _ _ _ _ 750 .-�..�-"-L��-".�-�-l-r.�l-I.".'-",L-.--,-".�",-,-,-� "� --------- I'll ____ i-.-.--.-. I I - 1-1- � , I , i , � � � , ; ; , , L � i i � � , I : I i I I L"_,� . � . i ; ; i ; , EXISTING GRADE i ; � � I I � ! i I i I ; t ? , I __1____._ ... i _______ +--.-------- ----.J[- , I I., . .- "_ , - � . ? I J__ __ . - - - � I . . z � o I LEN 108 � I I � I I ------,L- I I i I I . � ; i 74 1 __.____,_____ - ... : �' , " I � - ------ ------- -,_?_____________ - - SLOPE 17 1 - � � 2 I I ; �, � SLQPE 1% k i ; � I i : i I 15in.CPP I . I DIA " � ! : � i i ! i . � t I I � i I i I I � : t i __,__---- L---- i i � -"'-.--".".--�,--'-",----...-,.,--.-.-L---,-- I 0+00 0+50 1+00 CULVERT 24 I C, I 'N I A n "?, Storm Inlet Summary �(n J . _�, I Str. No. Inv. In Inv. Out Top Elv. Type Throat _j k Z' ,:Z� 3: W W_ I < 0 0 W,t orOw w 755 ------------------,-------------,--,.------I ------ ,--------.----F-------,------------"r-""-,-----,-------,-,- - "",-","---",-,--,-",----,,"",*-"*,"--,�,� ........ _r, . � .: 1 737.30 737.10 744.40 DI-2C 8 z .9 �- F- W Fn w i f ! I I ! f . ! � 2 738.10 737.90 747.15 DI-28 8 0 a: 00 cn Uj �5 __w __ " UJOZ V Uj 0 z � � ! ; 0, 0 �2 ` � i E 04 0 L, Z C.1) I i � � i (f) t --� - N 6 - Z Nt i i � I ; , - L1_ 0 Li 0 Uj � I i t I i � ! 3 738.70 738.50 748.15 DI-28 8 (n .< F- 0 Li 0 Uj ; ; ... � w cr (r Q� I i ; LLJ -0 X � I I __ __ I�L :2 w a_ � ; i I � 4 739.62 739.62 TEE LL_ 'a C) C) � I ; I ; ; ! i N)> I ! ! -1 C I 0) i I � i ; 0 0 1 -f,,V 0 Pr , I i i � ; � ! . 5 740.18 739.98 747.50 DI-2C 6 0-1 /V - CL ! I f i i I 0 liz-11f - � I ; � . 4yv 0 0 -..t-.�,��..-.--.--,------f--..,-.------,-�r , .,______., 6 742.87 740.87 747.40 DI-1 __ 0- z _- -----��,�----��-1,---------"----�-��--------.�--.--.-�- _r_______-_1___-__-_1_____ 1-- - � 0 ; � i I i rz c� �3 - � i i ; I I � 7 -_ 743.02 746.40 DI-3B 6 U - it � � � � ! I f ;�; L,J Ck:: ��t s i I � 1 8 742.82 742.72 750.00 DI-1 6 1 1 ; : + i i i � � ; ! �_ Q i ; _. � � ! ; : ; a - 0) t') �i (Z) � i I � � � 9 743.50 743.07 749.75 DI-3C 8 C,:: 0 ,Vr C14 � I i I � � cz� ; ; ; � i i ; I . . 0 C) n M ; � i : I I i N co ('� �t I I I ! ! � ; . 10 744.49 744.29 749.80 DI-3 10 a w ._j I I � I ! >11 cli 0 Uzi (1) - RE d 11 i I o i i _P ,�1--l---.-,.,.-��-..-.�---�------------. . --..--PROP.,GMADE-..,-----,..,.-.-!, , I f � � 11 -_ 744.62 -_ STUB -_ 4) N I 1 750 : I -"-"--,--,-,- __ - r -1-1.1-1 . - 11.-l- ._..� - , - - - 4 :tl , � 4 :3 r- LO ; I __ an a ED (0 � . i � ! : 12 739.60 739.40 746.00 DI-1 CO () V) - � I I . I E (0 (0 I . 1 1:)4 1 .- � i ;j 0, 13 740.70 740.50 748.00 01-1 -_ q) " I � I . *N) cr , �= 0 0 I I . t I � I j : � � � -_ - 2 > Itt -t I � � i I 13A 741.85 741.65 748.00 01-1 - 11% ; I I ; _4 co c/) I ; 1 14 742.70 742.50 748.90 DI-1 __ . j � . Q) � . I ; DIA 24in'.CPP . OW4 0) SLOOE 0.447. . C42 ! � _,_3 :��, � � � � 15 744.70 744.50 750.50 DI-1 __ 4-.) :a wwx - _r!rr7�. - 11.__._._____.1_ ----- - - __ __ - . � (Ts -,,c4l--.�-�-LEN,.-I$i-,.-�-.-,---..--.F-----�---------------' .m - " Q cd . " a w z < * ' '------- - --"--- " ':' n - _____ '_ -'--'--'- - - - , , , � ------ -------- _,_ - ______ - - - " , , , I I ur '_ _' ` __ � �_ I ' � ' ` I � � n --' ' '_ --,--r _U -, ' , ' ' , ' I' ' ' ' ' � ' I '' I I � ' I I ` I � ` , , � i ` � �,, DIA 24i�'-CPP ' - ff 9 , �� ffC4'_j__��0_LEN,_.1_&E_. _ - _ __ __ _�, _, � �,_,_____�� I : I- - � � . I - 1 16 746.14 745.94 753.90 DI-38 6 ! � I I : 0 C) 3: _ � � __� � . - a- r I � � - - _ 0 'a- E , I i - - - - - LEN 57 1 17 -_ 746.65 -- ES-1 -_ 00 En � ----I- - - - - I I i � I i I _ - : . I . 3: t ' : � � w M w , , , __ 7 I I i i 18 748.65 748.45 753.35 DI-3C 10 , , , ; i z � - -, � , I , i � i : _ I I I , � � I ; i i 19 749.40 749.20 753.70 01-3B 10 co (n - I � . ! . z ; i � SLOPE 0.447. i � �-A *8 - ! -I- ; _ i I I .11 _______1.__._ 7__..._ -1.11. � 1-1. - ; _____ 77 ---.--- ---------- ____ - 11 745 , ------- ----..-�.-.--,,-",-.---,---.-..--"�--,.� i I I I � 20 -_ 749.60 -- STUB -_ a) - I - � - - . ....... -.0 - _.__1 ; , , , , 4 1A *h.,CPP__,_, , 0 , C i i � � i � I ,.'... : """", , � 21 738.64 738.4-4 743.50 DI-1 -_ I C40 EXISTING GRADE I � 0 rn . , I , i I 22 __ 740.00 745.42 STD PIPE -- i $ � ! I LEN 16 i I ; I ! 14 I i � I i i I I I I i ; � ; j 23 740.96 745.35 DI-1 I � I � � __ __ a, X i i � � ; � : � SLOPE 0.44Z � : ; I � "o � i i 24 __ 745.78 749.00 TEE WGR -- 'd M I_..__..___.._._ .,.H I I i i I ! DIA 24in.CPP ! ! i � 0 -_ ;4 I___ -,-,-- _- - ..,._---.-----,---.�..--,--i�-,�- ____...._ ___.,�__ _._.1__1 - - ----- -,�--,.-"-��---+.,�..----,--�-----------.-,�--.��-��,�-.- .11- 25 741.49 741.29 746.50 DI-1 0 p-, � I . � t � C,4 I i i (z co ;.,, . ; ! ; - Q) i ; i 743.43 743.23 749.75 DI-1 -_ � i I : : 1+ Q.) � ; ; I � Z� 26 ,4 cd I � cl) ! � 4 f I i . I ; i f !�! , , 1 27 -_ 744.12 750.25 DI-1 -_ %1.4 �� ; (j I I i � I � ! ; r Q) - � i I 00 � L0 � LLJ � : (.) . I r-, 10� I - - 0 ;_0 I i ; : t') (:� 28 742.32 742.12 749.75 MH OP4 .. . I . to - I cz� It ) : i __j , 4) � � I M 0 r- I 14- ; ; i I Ui rZ ; ; ; 29 74102 743.02 745.83 DI-3B 10 P=01 $.4 4 i I ; -) i I - (Z) i ,*. ; I I �Z ; � U') r111 I r I � 'i i ,,, (n x I ch .1, - r I � Q 0 4--) 0 - - , ___ ., - - t%< - - - I _1__1.__ --- " � , 1� 30 -_ 743.65 749.00 TEE WGR -- CO M 740 � - ------- -- j- n�-Iz��,___ I ___�_________ .-,---+ �', I 1- (z) , LO -6 �_ (0, I i ! ; "*: 0� Z�l __ __ P., CL4 . ."t 1 is �6 Z) i i � 1_5 K <5 Z) ! i a) I 0a, 31 742.15 -- EXT i I T I I � I �+ . ; I (=) * 0 00 I � ? I C1 f 00 > a: ,q- ! I + 32 - - 747.27 750.95 DI-38 8 ! 1_j � i � - + � "4 jz I- 4-1 ,1- C) I- F. I ! ,I- - 4r) � �4 _04 ! , - i i i ; i I ck� 0, i � Q� 33 -_ 744.60 -_ FLUME -_ :j 0 . c1q LO I ;�ti i - I I ? t LL_j Lij I i -a W - I ; t ., :�:, fc i!-c :g 2�:,s 1�2:0-:: i ; ::R ��,_- >� � � a __ 0 I, , � ILC Y) 00- I I i �_ 40 745.07 744.97 747.86 01-1 0 C-4 i (n c') Zia Z. Z (�/) � i U) Ei� R� ! i `..._.._..___-_.._7._...___.___-_ i Q) , Z52 i� i� 1414 I 0 =.S I V) ; i I I ! i : 41 745.75 745.65 750.00 DI-3B 8 4 � 00 f') I -_,__1 ... : I 0 01 C14 .---,�--,---.---,..-,-�-,--.--,---,�---.�--,-",--.--�l-.-,.-�-,�-11,�,-l.--.-..-I ... ______" - __.____________, ...-I I .- 0+00 0+50 1+00 1+50 2+00 42 __ 746.00 748.90 STD PIPE -- ;4 w 5 a, I m 4 00 CULVERTS 40 - 42 43 748.02 747.82 751.25 DI-38 8 w ;.1 > ,- . nD -I - 01�0) Q) 'd 0 L_ C) 00 :3 �t 44 749.21 749.01 752.89 DI-38 8 P10 (1) 0 -0 Lo� P-01 9 (O :2 (n -0 45 __ 749.40 752.65 DI-1 __ _1.1c ,It 0 IM4 q 0 2 1�j U-) tw 0 *L- - ______,_ . . .. ...... __--- 46 -_ 746.27 749.20 DI-38 8 0 Q) Z ____1 I ------- --- - -- ---- - - -- -- - -----, -u 0 - 4 1 1 1 755 ---------------.--7.--,--�---,-,,,-[----', I w � i f I I W (I 0) -r � f i � I to " i 5 i ? i q � - LL_ a- 1§ I � : i � I i � i % i I I � ; � . I I I k ! o ; I . i �EX_-I.S-TING GRADE , tI 1 _-____ J,�-,-..?� -- 1--, i �I -__i I I WI - Culvert Summary ; � i I ___; : -_ I � : . Culvert Inv. In Inv. Out L(ft) D(in.) S(7.) Type I _ . . 4�� ! i I � I C) ! C) ; _� , i � : ! i � � . 1 737.10 737.00 22 36 0.44 CPP . . i . i � C) n � I _,�_, � I - i 1. I"- 2 737.90 737.30 134 30 0.45 CPP i � � I I P111 - � 75 I..,.-�1-1--�-L,,'I"'-�l'�-.---..-----.-�-I _--j- -,.--.. -1-1 -1-.1--l- ...... ___�.,�.�,.'' - j I—- � � � �i 3 738.50 738.10 58 24 0.69 CPP I � z , . � w i ___� -_ : ; I I I + �_ 13� � I ; i -_ 1 8 R� (O 4 739.62 738.70 154 24 0.60 CPP (n I PROP GRADE 1 j; I �, __ 11 : - C.) (),.� cow t � 5 739.98 739.62 60 24 0.60 CPP I i � ____ : � - 'Z � i i , -:< �j P ; � , ,_ i . (�o 6 740.87 740.18 114 24 0.60 CPP iEl (/) R� I (0 to �_ .j � i � ! i . - 1,j " Z) 7 743.02 742.87 31 24 0.49 CPP Y � I � i � : i i � ; 750 - --Q- -5 --11--.-.�--.-...--+----------------I-----..-.---.��-----,-,---�--�--� . - __ o I , � ; f ____.i__-_______-__ . ..... � � . ....... - , _. , - Y I ____ � n + LO 8 742.72 742.32 80 24 0.50 CPP � 'Z � � � i i i I CN C-) f - U� i _ck� 9 743.07 742.82 29 24 X 18 0.84 RCEP I I � I Uj ; i � J ; � ; � � � fcl_� ;!� ZE �:�__ 10 744.29 743.50 69 15 1.15 RCP � i � ! I ; - � i I -Z O I i _ i : 11 744.62 744.49 21 15 0.60 CPP ; I i � . ? I � . f I � EXISTING I ! C27 1 12 739.40 738.40 100 24 1.00 CPP (Y i i I I I _.____.11._,._____.__ 1 _.1....__1_.4- I I __..__1__1_ . ! .�_ i � . -,--"-, � , �' , - � I i ; / 13 740.50 739.60 95 24 0.95 CPP �i I , *+ 74' ,' - I - ----- 1i ------- ____ UKAUL . � �� I C26f� I LEN 69 t I / 13A 741.65 740.70 95 24 1.00 CPP am i � f - i Q i I / I IROP � ! 14 742.50 740.70 160 24 1.12 CPP I t LEN 991 I 7 � GZRADE f � � � 1 15 744.50 742.70 99 18 1.81 CPP t , � I , I SLOPE I % I - : � . - 01) I I � ! I 1 16 745.94 744.70 124 18 1.00 CPP I,� �, . I : I Q) _� , w 1�i .CPP � ... 1. -11 , _r , __ , __ _ _ __ '0 I � _� ____, SCOPE-, 1.%_._...__._ --- _.. !S (;� i � I , - -.----! � _. _ _, _ D _, . n.. 11 - 1". 11 - � - �, .. 1. - - . 11. -.1 745 � ; S 06 (5 i F I i � 17 746.65 746.14 50 18 1.00 CPP M (Z) 0i C'�p , _ i i I I I : � z ; I : I 1 4- -i- --I- �_ � I I � i i ! I . 18 748.45 748.25 29 18 0.70 CPP 1 '4- r,- cr i 5in;'CPP I i � � � i I I i - DIA I I I r i 19 749.20 748.65 70 18 0.79 RCP w � - 1!� I -tip � � (/) 62 - ! i 20 749.60 749.40 20 15 1.01 CPP ; � I . I : I I 0 1 i i , ! � 21 738.44 738.02 38 18 1.10 CPP ! r7 � ; � . _ , , ( - I 1 740 -----------------------.-------,,�-..-�-��-----�---..�,---�-,...-....''�,-.--�,-,�''..-� , 1.1-1-1-1--_ 1.11-1-1-1 ,... .�_.. - ,____� ; . - I . . . . � . i 22 740.00 738.64 123 18 1.10 CPP � � I i (0 ; ZJ ! co ( i � ; I : i r', ! I I i 23 740.96 740.00 14 15 7.03 CPP � I ! I (C-11 I I i CN � f ; i ; 1 - 1 2 �N� 1:14 1 ; i i � (n . �i ! . 24 745.78 744.70 108 15 1.00 CPP - ! � i -1: L i LIJ C,4 I t n � ; 25 741.29 741.10 39 24 0.50 CPP I � t i � ! I _j n n C'4 , I f I.q. I : ;114 1 . ; 7 116 I I - CN e , L_ � CN i i._____...._ i ' t-j t'", I - � _... �. - I.; C23 26 743.23 742.32 91 15 1.00 CPP , I 1 1 I-_ -tr)1,-*- - - - ____ 1. - ,'� ... .... - - �.. I.- _... 11._,_�s (Z;. :_� I I - "t, I- , _.___._________________ ; _ .t �� N, ; - 0 , I I --v .-;:t---- - ;i I n � 27 744.12 743.43 69 15 1.00 CPP 10 i I I- ! I Z C; 0 ;, LEN 14 . :-> : =�o I I . � n 11 I 0 I- zz � j Z�i j I r_1 + . z cz� 6 - - C) ; . : cy, , -Z- 0 I � C-4 r",) �_ � 28 742.12 741.49 125 24 0.50 CPP ! ON ; - ct: ; SLOPE 7.007o _ � I i 00 ; i ; co + z F_ t_ : � LLJ 1 30 743.65 740.00 46 15 8.00 CPP � :z �::; I J (Z:) r�l � ; C14 Q) c : �C_1: iS: , DIA 15in.CPP 31 742.15 741.93 11 24 2.01 CPP � � � 0 1 ; CN + *'�' I � - k_1 Q: I -11 �W,� w,:1)k,___ L-1-:15 i i ; I Q) (0 62 -Z �C_r_ i!� :z I ; �s a :z L�Ilj �L�lj i I ; I - � : I I -Z � I (n (/) cr� R� -Z : . . � 32 747.27 745.60 62 15 2.69 RCP � � I i _ 11.1 -1 - I --.,--"-..,--.-��.�-.--..,-.-----.-.----.'...-..-', ---.,--.----.--.----.l----.-"--I - -- � _! - ----- ________111._., 1 33 744.60 744.10 10 0 5.00 FLUME w 0+00 0+50 1+00 1+50 0+00 AA 7A A 07 "7" (In itz ')A n CPPI a I 0+50 1+00 1+50 CULVERTS 21 - 22 1 . . . CULVERT 26 AND 27 CULVERT 23 41 745.65 745.07 131 24 0.44 CPP 42 746.00 745.75 57 18 0.44 CPP w - :5 43 747.82 747.54 45 18 0.62 CPP O F-0 9 z 44 749.01 748.02 100 15 1.00 RCP (3 I � 10 5 0: I 1 45 749.40 749.21 18 15 1.00 CPP I i z - . : 5 L" 1 46 746.27 746.10 34 15 0.50 RCP Q � EXISTING GRADE i Z a--_ - ; z I I i � NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. , - -1-1-11-11 1/1 - I . - ! I I Z3 I �'i d / f I - � N ! 0 � , lz� ! I / M i ; 7 i E ,1- �-j � / , z -0 CN ; : i . 750 -- � -*- ,�T� � ; C.) ,:�,)g ,----,,, a: � \ i �._ 1 � � / , \ � - � 11 - � I -.1- I I W_ 6 Z), I � I- - - I'll I 11 .- - " - ! � - _� ---- - I � � c� ;-z 0 ; 755 C"', J ---- ------- . A - __ , i ! i w w Y I ! + I � / , I I i I � >6 I A 0 WZ - �_ #--' i L � \ f I � t : C) tr) I � Z) I z i � � ! N �3 . ) ! n I ! I ; I w a : ; ; ; I M z 0 Ice Q_;�; L�-,Jc �8S!i i c� / I I i PROP -\ 6- L5 7-Z Z_ � � ,t*- I I I 0 ; i i 1 I to 3i N ,aw___r-, / i : .i GR4DE i w � In 0 __�L20__j__ _ _,_ . I _.- I _�_.. Acj::) ; 1 4 75 - , I CL . 1__1__1 ....�___.__ ------ 1--.1r11 i(Z) , EXISTING OWE .P ! � i R �p (z, (b 0 : �il _ i Q + . q tz) Q- I LO n tn� I � wi __ PROP�GRADE un-) i co ! �; � : w- � � -) Q) cn Uj 00 1+ . 1 .,4.C.,; 0 ! cx. 5 ��; ; I I ,Z) n U-) - I'- "/M 9 ' - "'jr ""Ur "'*' ` `4 W I 0 ; � ; +' c:1 I + ,0 11 F_ 1� ' ui -:i; . ; O:r-, 0:: .1 �_ � 1: - , 0 ' ' 74,f - - -- --- - - -- -- -- � : �5 23 C.) - I ' W_ _.j; I I I I Z � i 755 �- - -- - - ,�o 71� ; � ;s I- - I ,,c :a �!!� - ., - - - - __ �, I I ; � V- 0 _-:��i:t � 75�0_ 1 ' '�6� �� ; i ��_1111 1�0 s � I - ,,, �i' , I/ Q) 0� - � : , - � I:i I w I � � , i EXISTING ZS -7 I r - � 750 2� (/) Ei! :�_ I . 4 � . I R I ; I/ Q ! -00 , . , 0 n c, , �N ; C) , ; . i I I ) zs ,I i x ; 11 I � cj) CD i GRADE " to I ; � CN . 0 j � 11 -�, �u U I I 4�6 - W . I ; C14 � I e"o, � "',, I I - I ! __j ,0 "i � , , 1 I 114" - - ! i I 1_� I -1 CL - < / ,Z> C'4 (1� � ; - 7 i I ) -- .4- . -1 . i ; I ! I ;! I ;z 6zE�-,___ i ":, .0 �0 0) � . 1-1 I-) I : 11 11 I - ___ - -j , E44 a- - ; - _L - "r*�, 74 r_�e.______-____ ___ 1; � c� . . 0 r', - Q c) -"*: 64 Z:) i , � I z �, ..�! : .�4j (Z>, z L,J &-; 11 ; n cr; k_�) EX. PIPE iz - ____ -11 -- -1 �, ,- i - St 0 n f I f I (O i � r i , i " ; + C:� + -* �_ I LEN 20 8) -Z ; � Q:31 ; I �_ _� � ** CN -0 V_ � ; 1-1 i � L (Z) F*1, ! I ; - C> CE �S.� --cr - -Q:: z I � : 1_� � ; I 0 00 I I i ,I- + �_ �_ I i . -1 i I I f_,:� c') cr PO !SLOPE 0.697. Q) � ; I � i!� W 12, -, 11 j - '- cr_ _: 4 � --I - ' ' ' ' - ' - E ' , , i I 1 , I 0 cr i I SLOPE O�� I ; I L/) Lf) Ck� - L1_ � - i I I Q-1 %-I) I �" : V) g w 11 0 74( __ ' , f_:: ,,�c �, �� . I I I i (n M a -------�---.,---,!�-D1* 24in.CPP 1�1)(/) :_z i I I w � i 750 i --- - - PROP'_GhA0E C31 � i R; � i 1--1 � � ------ _ 14_11' �_ ! -11. .! L.k ; I z z V_ . ! 745 ---- - ,.. . ..... 1_111... ) I ! i : ! LU :2 LEN 11 � PROP GRADE � i - w . I . M w V_ I . � Mi � j k I � : ! I i � V) 0 >_ V_ SLOPE 0. M.'� x Z,�, I � � EXISTING G E : Uj ( fo LU N I f ; ; UJ U Z � ,� i ; I i IA , _j > 8 DIA 24in.Op� " : � : __ Ld I -\,\ � q - . 1 18 1 F.- �; 0 0:� J_� Z < bi i \I- . I i � ! I ., _r � ! A i I I � ,__�:_�11 p 0 *� 0 1 - - ____ 11111_,�_ __� - - _1 � 0 Z) I � I Of z cn c') (f) (1) ! � 740 Q----- -- ----' 1 ; ; ff ��Y_ I - � I � f t �L� I I __ - \-,o . \ '� \ I 11 , " - V I- 'I I "U,_ ","U, I , , I � I I __ 1 7__�7 1 , 1�j � . I I p 1�! i � !� LJ " ( � i Cl)\) I :ZCL. I ; cr U) - n (-) ; � � i � ��_ (b � S90--i � V) - . P c) � I . `� ! 1 'to , L,J Lki \ � � I 0) Ln 04 . :00 i * 0 =) \ -1� i I ; � 00 cn, W) 11� i I � i Ljj:t to -*- N �4 � C46 1 � �j 0- CS Z V � I - I I i i I ,;� ,� \ � , \ 11 - M,N,__J,._-_. �, QQ� 1 �-,,t � � ,Uj C,�,+ U: . .n , `�\ , � : In .0 00- I � 4 ,t r*�- ; L_- -LEEN_34,'_ � r" 1 i - :f� 745 w in I"- i � i (�Z) �t - t'r,4,� - - - _c)�_ ... i , ! i � !;� 00 - � r*� rl_ ,.- i , 74 - --- -.1. - - -1 -1 11 -1.1 1__.___ U..>I i w . I j A , I Ui 0 , Co I 00 s � 00 I-N 1 Z t � ; I I I I tz � ,Z) 10 z z I : I tudc- j52 - ,Z> (") � ' �j I to i � � � J, +06 - DIA 15in.RCP M 0 2 � e - C-) + I.- �_ 1 : r1l I � 't;) ; � � I - i 1 c'4 C� r-� a� cx, g r', . : _j cj�, � ! t I �cr� � ! I . j I : � ! ;�;�s 0 CL Ct: CE Co : w__ W f � I -t w cr_.-cr'n� �_�, �_:�j. � i a cok:!�!� .- � i � . . ! i � i . - � . . (/) 0_ - - 1� __� C4 co (,-) a� -Z -Z Z_ , 1 1 1 . iz co Z� __ -- _111 -1 . i-11- _� I ; E ---,----., __ ; - 1, -1 - I 11 I 11- � � 11-1. -.111-1 - � C) I 0+00 Uj 6 to 0+00 0+00 0+00 0+50 z :7 \_1 z CULVERT 46 0 3: 0 n CULVERT 31 CULVERT 30 C,4 - c; (n < Uj Uj to Z LU 0r _r _j 04 L 0 In lu -1 U_ T-_ Prune codominant leaders Prune rubbing or cross branches PROP GRADE 745 _ a 0 z t\ O i U d Z d.. ..... _ '......... _.._.._.. .... z�W 740 EXISTING GRADE OUTLET PIPE_, _ / LEN 50 SLOPE> 0.80% 735 _ _ ___ _ DIA.. t O v 4 � . _ X 00 ��;o U-) I- `s L N o Q)I� { Qo Imo, kz xz 5 cncnck? 0+00 0+50 POND C OUTLET PIPE DO NOT prune terminal -~ leader or branch tips 1 755 750 'N 745 `'' i C12 i 740 � � L�r-t00 735 ' - 0+00 c, OW1.00% 0+50 j 4 I i ± LEN 65' 1 1 I I 1 SLOPE 15' MIN DiA 24ir+.CPP , __j l 1 , 1+00 1+50 2+00 i � vLID i CO i Q i _..__.___...__...____._...��zCJ.__._...____........t.__..._._.. ___.._ p NIll �� 4 I u),� ? z � i t 1 j i , f \ EXISTING GROUND i i � { f C14 C13A i , LEN 65 LEN 95' r SLOPE 1.00% DiA 24ib•CPP SLOPE 1.00% ± 4 nfA .24in.CMP 4 7 LO j 0 rr- f ? PROPOSED GRADE >' �' =zZZ r t i { 1 t i J t v 1 I t - ti {C15 I LEN 09N a SLOPE 1.81 a I M P 2+50 3+00 3+50 4+00 CULVERTS 12 - 17 GRAPHIC SCALE 3o' 75' o' 50' so' I INCH = 3O ft. HORIZ. 1 INCH = 3 ft. !VERTICAL Prune narrow crotch angles � 1 tlNSSWALR DO NOT stake or wrap and water spouts r1ANL AT+ 7 nG/ER THANp trunk unless necessary Prune broken branches tiff Ok PAVEMENT DETENTION POND POND A POND B POND C Remove all tags and labels TOP OF CLaB AS TEMPORARY SEDIMENT TRAP POND A POND B POND C Prune suckersmomSWµ'T EMERGENCY OVERFLOW ELEV -A NIA 746.10 743.55 L e TYPICAL PLACEMENT ' AT INTERSECTION TOP OF EMBANKMENT - B 751.50 747.10 744.55 Cut awayall bolting ropes � WITH BUFFER STRIP 9 P 2'-3' mulch kept away from trunk � �" • ''" WIDTH OF TOP OF EMBANKMENT (MINIMUM} 81 8.00 8.00 8.00 yam. sr *NE.E STO, CG-a CC-7 is (MvD EMBANKMENT SIDE SLOPES ( FEET HORIZONTAL TO 1 FOOT VERTICAL)- B3 3.00 3.00 3.00 Remove top of wire basket Soil well to contain water -tTa� s D�CG94iigw r o s OR G13 RIP RAP VOLUME CL At(C.Y.) - C NIA 21 32 A .E-ALtERATtONS 20,t DISCHARGE PIPE DIAMETER (IN) - D 18 18 24 _ .. "MAN` .� "AL DISCHARGE PIPE INV. OUT - E 745.71 738-02 736.00 PERIASSRE SECTION A -A CO S1RUCTKIN JONi ... ^ :. .`p. UNAMENDED backfill soil NOTES DISCHARGE PIPE LENGTH (FT) - F 57 181 50 f• _:. ,�>•.' •'"V:ti •::. ,,=�,.. : ,• B Liu] j TM COUBUM NPARALEL PCWVC AARR DESIGN FOR ALTERATHDIS CAN EE' USED WYTN _ ��' }-�>.,'.� -��..• AAIOARia MrER STRIP. L004 AT IOTTOY OF TWO SLOPING SOCS ITN t7 Y Or WK Widen and score hole wall :- = :A: -' Partially backrill, water to ONWNSWR . THE SHORT PERPENDOXAN AWN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED DISCHARGE PIPE SLOPE (%) - G 0.50Vo 1.10%0.80%'s �'+`,`•:-'�SETBACK OR CONNECTED TO TIE SOErKK WITH A NAMED SURFACE. p . settle soil, finish backfilling CURS MW FLOOR To BE ttni5 A-3 CONCRETE (CLASS A•A r PHE ASTI INTN SEE RESISTANT UnC RA. DISCHARGE PIPE INV. IN - H 746.00 740.00 736.40 OEIECTA6lE WANuAHC SLArAu covoWc THE ENTIE wAO1N a THIt PNIP rtDOt ORA► FLOOR wr BE PRECAST OR CAST N PLAMI. THE DETECTABLE WARNED SHAtt RE PRDV= Br AN UdO$CD ADORECATE DISCHARGE PIPE TYPE - H2 CPP CPP CPP FRN9` RAMP SHttl NOT EKHYED A MAKAAAA SLOPE OF Wt. Remove Container and cut circling Area for water drainage A � SIOPANO SDES OF CIAND RAMP MAY BE POURED MDNDUNACALLY WD" RAW FLOOR OR BY USW 9 PINUISSM CONSTRUCTION JOINT RRTH RVO ED BARS. RCP STAND PIPE OUTLET STRUCTURE TYPE -1 4 FT DIA 4 FT DIA 4 FT DIA Leave solid soil pedestal - do TANGENT PLAN r nor FLOOR Q PRECAST, HMEs MUST !K PROVOW FOR DOM BINS So TTMT AOJOMU FLARED SMS roots if container -grown, or as much not dig deeper than ball depth LAATS OF EXPOSED AGGREGATE sTDE7NAuc I(OURRED � , O E NEND s A Ir PTA D TT TER Two ALONG eO SM of THEKRAI PPCLASS �A CAN BE PLACE OUTLET STRUCTURE TOP - J 748.90 744.40 741.05 burlap as possible 4 field grown FLOOR MD-Do'm OF (Woo FLOOR. M"M Commit coves t'AA-. OUTLET STRUCTURE WO ORIFICE DIAMETER (IN) - K 5 12 19 RS DOWELSAr Cm RJNPS WP.L. BE IEASIM AIO PAID FOR AT THE CONTRACT MT POMS FOR WORAR.IC MWENT LONG A 12- C-C """"�� t-PERNISSaLEA CONCRETE SMWx AND EXPOSED AOWCATE SHAM COUPLETE4WPLACE. %OK F 1� CON4tRUCT On JOMT CO"RARB D COCWTER TRAIVSTONS X.W[IN to TO CU"W RHOS ARE OXWDED N PAYSENT OUTLET STRUCTURE ORIFICE INVERT -L 746.00 740.00 736.40 WHEN "WO N CQIJWGTIpI MTN STANDARD CC-3 OR CC-7. THE CLAW FACE ON TINS STANDARD Is TWO YEAR STORM ELEV - M 748.33 744.40 741.04 D' hole 2`-3 times root boll width 70 K A U STED TO MATCH THE MAS DUNTALE ON THE PLANI CURB AHD CON FOINAMN, SECTION 8-8 THEY ACtM RE AE PARE PRROY Eo At WICRSEt�. vm on AAccCcssAAme DIRECTED w weN THE Rona TEN YEAR STORM ELEV - N 749.07 745.62 742.79 w ACCESSDIE Rom NS oumm AS A CONTADOD3 WAY OF A HCAIWAY fACEITY CROSSES A CM RECAOLEW OF WHETHER SIDEWALK HS E ROL 100 YEAR STORM ELEV - 0 749.47 746.07 743.55 PATH SCO10CCOi GTALL KLEACCESSRE CUYENTSTOFTA OR At OMtW BT THE INCONETL NO SHOLLD NOT BE LOCATED SOUND VO4tLE STOP LNE1TM PEDESTRIAN C*OS$WAXS AS SI . ON PLANS rACARY THAI CAN BE APPROACHED.00CRED AND EXSTN0 LOU POLES, FIRE HYDRANTS. DROP AICTS. ETC WEL ALSO AFFECT PLACCAEN T. CLAY CORE TOP - P 749.07 745.10 742.55 USED BY PERSOM 101" 40BRHY RPA00ENTg_ TREE PLANTER DETAL COMBINED (PARALLEL & PERPENDICULAR) CURB RAMPWCORrAM ANTI -SEEP COLLAR DIMENSION(IN) -Q NONE NONE NONE no scab (ACCESS FOR MOBILITY IMPAIRMENTS) EMERGENCY OVERFLOW WEIR LENGTH (FT) - R NIA 20 30 2W m VIACM DEPARTMENT OF TRANSPORTATION, TRASH RACKS (TR) REQUIRED YES I NO YES YES YES ANTI VORTEX DEVEICE REOD. (YESINO) NO NO NO BARREL LENGTH IN SATURATED ZONE L (FEET) 18 27 28 DESIGN FLOW IN EMERGENCY SPILLWAY 0 12,23 51.37 CC-H CO.6 >: STREET APPROACH sow OUTLET PROTECTION 1"AORNS to BE AS l : A"T SiffACM RROMWAY A5 IeHW+.N[ NOTES 010 (t 5) N/A 14 36 31K)A'H) aN PLANST C L THIS M MAY DE PRECAST OR CAST N PLACE. DIAMETER ON) N/A 18 24 _ H - - - - - quam To BE AS 2. CONCRETE TO KCLASS AT r CAST N KA M. RARA r SHOWN ON PLANS) �' 40M PS r OFFECAST. WIDTH (FT) NIA 14 24 / CLpB Alp 4tRIT KT-D. ET 3. COMORtATION OM ♦ CUTTER HAVING A RADIUS i. Ynr OF 300 FEET OR LESS CALONO FACE OF CUiW) SHALL LENGTH (FT) N/A 12 22 _ .�. .�. RC PAD FOR AS RADIAL COWWDON CURB 6 ,q !� CLASS A3 . �'. . �, - , GUTTER SOCWALK 10 L F K coEH'c�tt K;'�i. •i• •N. �---•• *.FOR USE HWrH ST D DEPTH (FT) NIA 1.8 1.8 F10if3 oplow ` °rDARedLINE �SP� 0. RIPRAPCLASS NIA Al At EXPANSION .}OAT I EJIPANSM JOINT 90 TO TH OF THE PAVENEN7. '6SECTION C-C wore, WIDTH 'Ir r o OR AS V MAINLINE ROADWAY A THIS CURB wr BE uNEO OR L SHOWN W TYPK,'AL SECTHM A•,I ON RURAL SPEED IS 40 NW OR LESS ON RRATAA, NWlgfAYS AND 43 MPH %OR 1 7' N LESS MV OEYE SE OC ICH S R SIA RE 1 EXCU r THESE DESIGN SPEEDO ARE PLAN VIEW EXCEEDED STAHPDAAHD CO-7 IS REDuaEO. COASTRuCT CRANE 00010ES MTH A PARABOLIC OWK, D p, WHEN THE ENTRANCE RADICANNOT ACCOMMODATE 'b' 7H[ itATNNC RE NTS O• ANTICIPATED HEAVY G'• TITLICIt IRAFC THE TH FpR $SUUEEWALK R CURB , 4PARAB0LIC CtA1vf RAMPS WITHIN NNE IAA OF tIE R/DPLUOLO It T•�T EDGE of SHMOER OR ppE M=WE _ D INCREASED TO T". T_i. OPIC"k FLOW LINE D CSM USED FOR ENTRANES BWr r NAWNE IOJOrAT ------- ^� Is OI"CTICN WITH VD07 PROJECTG.PLEASE G A � P . D D. _ D MOTE THE FOLLOWND' X uARtPt PAVEMENT�i ARE CONST"NC D o I ' - D• 6, D 5'004 .O TAtFOR STREET �•- D To THE R/W V( T ANY SUBGR STABARATTON RE FOR NAMME _.-_.-__...- ----.. - „_ 2t70ESRABIE FOR COPIER' PAVEMENT WINCH CAN BC OYTTED IN THE BOttON OF CON IBMCkJft AND ENTRANCE THE ENTRANCE.) GUTTER MAY . C0 SLOPE PtED .A" TO TIE StOP'E OF SECTION A - A RAOMt ours ON COMeNATOO CLAM `" 2'-Oo SUBBASE COURSES PROVEED A AND WTTER SMALL NOT K CONSTRUCTED tAUH DEPTH OF 7' GUIDELINES FOR GRADE CHANGE D BEYONO THE RCA LW EKCEPT FOR HSVAINTAWD ' NEPLACEMENT RRPOSES. AyA, BE CORMTE CCwGNEm vsw N CONAWTIDN W" STANDARD TAHT�Tt OPTgN TiiE COHNRACTOR THIS ENTRANCE VOLtANE DESRAftE MAIDML $1"On iCC-7 7f BIC / 1 1AM 0 NATC H THE M OUWAALC C:W CgIiKKRAttR:N. NQr (MORE THAW fm VPD) a % 3 t SEE USEDSTANDARD1 CC-T2 FOP CURB RAMP OESNGN NA[OI{AI <SOp-g00 VPO) 93 E A it to TO ltSEb WITH TWIG STANDARD. CTV to* (LESS THAN SHIN VPO S B " B K ;E; fLAMOW &C S% D0 P OSO4T DRAINAGE , ACROSS THE ENTRANCE. PORTgN Oi WTTtk TO Affl EWP01DN0 Of WATER. SPENICATIONH METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS sot AND COMMERCIAL._ ENTRANCES �'7A0' VRCMA DEP00"FANT OF T"AAPOR700i 2W-04 �Fp'�NOE COMBINATION 6" CURB &GUTTER 502 VRCNA MPARTAENT OF TRA SPDRTATON 70L03 EMBANKMENT SIDE SLOPE HORIZONTAL (B3) TO 1 VERTICAL z 4+50 TOP OF ELEV. EMERGENCY OVERF ELEV. (A) / 1 1 I i I 1 I 1.5' MIN CLEAR 1 IC 17 i I I 16 LAN 50 LEN 124'; SLOPE 1.00% i i DIA 18in.CPP ' _. _ � 1.00% SLQ D14- 8in.CPP I 1 �. Q) 1 __..______..._ .. !.....___._.._. _ _.. _.._.._....__.._._. _. ; _-._.._.__.._..._..._.. t Lf7 i ' .... ��y� • � 7t o r` F t } Ln I C;cit� kic 3 Lam, ; i I i 5+00 5+50 WIDTH OF TOP OF EMBANKMENT (B1) 14' i--.-- EMBANKMENT SIDE SLOPE 1 VERTICAL V.D.O.T CLASS Al RIPRAP (C) i ✓ ✓ w / z � ✓ '� ✓ R , tp) �� l tN2) G� 1gO FEEj MA W ✓ TM (f) Ot t Y (G) CRESE CIR ✓ ✓ LAG CON CLAY CORE TOP AT ELEV- = (P) �T GRA�1 13 O1AG g2 DISCHARGE PIPE INVERT IN = (H) SEDIMENT BASIN AND DETENTION POND OUTLET DETAIL not to scale R Concrete Cradle for 190 feet EMERGENCY OVERFLOW WEIR SECTION NOT TO SCALE 6+00 v s 0 ACCESS TO STAND PIPE IS yo THROUGH TOP OF STRUCTURE 's �Q 4 100 YEAR WATER SURFACE n ELEV. = (0) �CL Lr1 BERM TOP ELEV. = B 10 YEAR WATER SURFACE ELEV. = (N) 2 YEAR WATER SURFACE ELEV. = (M) PROVIDE 60 FOOT LONG DEWATERING DEVICE. SEE DETAIL THIS WILL BE AT THE WQ ORIFACE. OF THE STAND PIPE FOR SEDIMENT BASINS REMOVE FOLLOWING SITE STABILIZA71ON ---Wi1 ORIFICE DIAMETER = (K) INVERT AT ELEV = (L) FIT W1TH DEWATERING PIPE DURING CONSTRUCTION) REMOVE DEWATERING PIPE FOLLOWING SITE STABILIZATION -PROVIDE CAGE FOLLOWING SITE STABILIZA71ON TO PROTECT ORIFICE. SEE DETAIL PROVIDE CONCRETE AN77FLOTATION BASE AS READ 7 DIA. 1.0 FT THICK, STAND PIPE 0.5 FT INTO BASE I_vn._TES-L EMBANKMENT TO BE PLACED AND COMPACTED IN 8" LIFTS- NO TOPSOIL, ORGANICS, OR STONES GREATER THAN 6' DIAMETER SHALL BE USED. MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT PLUS OR MINUS 2% OPTIMUM MOISTURE. CLAY CORE TO EXTEND 5 FEET BEYOND ENDS OF EMBANKMENT, AND 2 FEET BELOW EXISTING GRADE. THE TOP OF THE CORE SHALL BE AT ELEV. = (P). DEPTH OF CORE TRENCH IS GENERAL, ACTUAL REQUIRED DEPTH SHOULD BE DETERMINED BY SOILS SPECIALIST AT THE TIME OF CONSTRUCTION. MAXIMUM SIDE SLOPE IS 1: 1. CLAY CORE MATERIAL SHALL MEET THE FOLLOWING: UNIFIED CLASSIFICATION: SM, SC, ML, MH, CL OR CH. PAR71CAL SIZE: 957. PASSING 1/2" SIEVE. EMERGENCY OVERFLOW ELEV. = A QJ L \�G1NIq- 4 3 z -j Q O o Wv �Z� SOW O vo �V) x wo (n LiN Q 04 Z w o W Lij6 ) ftf CL LL o U �� O o 0:: � 0 0) N) C) p�O) �✓M N N N O � a N I I LLB ko 1 .E- N J ¢ O �-H U) no e 4] +t L T N VAJ Cd N W X A U oQ)zQ U�pl� 0� U v = I Y` _n L Q) � � x e s~ p -«-7 0 ([� m e 4-4 �_ N Q N to O N }a v CT+ I N co r at > 00 01 4R� Q) °' o CO t 4) .� O -IC 't t1O IV4 •>r w �. C' Z W O N:X ,O Olt w Uj J A HT� p ._ 0 z 02 W C/)J 1- I= 1�@ 11� M 0 Q z, N V l � 0 U) 1- Z m L Ljj 04 Cn O> L1J L>J Oy 1 !_ w Z 0 cL z f () o (Un (_ d LLl Q ♦�� V oLd 00 U) z 0 � Q � U � U O �•. J Q Z 041 z L,Jr� y O Cp z Lli to wiN N Z w � z a o 1 C) I LL_ V- HATCH LEGEND RESURFACE ROAD r , rrl�r.rrrr�� NOTES: SITE DEVELOPMENT SUMMARY 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. TOTAL LOT AREA - ....... ....................... 13.7149 ACRES 2, ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. LOT 5 AREA 209,035 SF OR 4.80 ACRES 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. ZONING • . • • • ......... • • . -' -' • • ...."' • ...• "' • """" B-2 CWve t Summary Storm inlet Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Top Elv. Type Throat 14 1 73T 10 737.00 22 36 0.44 CPP 1 737.30 737.10 744.40 DI-2C 8 Tn J Y 2 737.90 737.34 134 30 0.45 CPP 2 738.10 737.90 747.15 DI-2B 8 o 4 z o z 3 738.50 738.10 58 24 0.69 CPP 3 738.70 738.50 748.15 DI-28 8 z o N Q I,- Z 4 739.62 738.70 154 24 0.60 CPP 4 739.62 739.62 -- TEE -- ,� N o YARD DRAIN n 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL MIN. SETBACKS REQUIRED: Q o w o w 71 NEW PA VEMEN T FEATURES EXIST. FRONT • • . • • • . • . • • • . • . • • • ... • • . • . • ....... • . • .. • • • • • • • 35 ON WARRIOR ROAD 5 739.98 739.62 60 24 0.60 CPP 5 740.18 739.98 747.50 DI-2C 6 6 0 a Q _ _ - \ \\\ RIM= 744.60 `; \. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE SIDE .. • . • • . • . • . • • . • .. • • • . • .. • ... • ... • .. • . -' • • •''' - 0' 6 740.$7 740.18 114 24 0.60 CPP 6 742.87 740.87 747.40 DI-1 -- 0 41 o \\ ,� INV. IN- 742. 45 � � `� � / MARSHALL REQUIREMENTS. • • • • • • • - • -' . .................. • ....... 7 743.02 742.87 31 24 0.49 CPP 7 -- 743.02 746.40 DI-3B 6 cL do W W 0 Q INV. OUT=742.20 �. WALKING TRAIL BIKE PATH REAR "' o TO BE BUILT BY DEVELOPER 6. ALL UTILITIES TO BE PLACED UNDERGROUND RETAIL FLOOR AREA 29 240 SO. FT. *`REPLACE DI-1 TOP "' ' ' 8 742.72 742.32 80 24 0.50 CPP 8 742.82 742J2 750.00 0I-1 6 \� 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES , . • , • • • • „ • , • _ , .. OFFICE FLOOR AREA 4,800 SO. FT. © �``aWITH MANHOLE TOP �(OF MORE THAN 1: 50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1: 20.< 9 RESTAURANT FLOOR AREA 5 Q80 • FT. 744.49 744.29 749.80 DI-3B 1 O c, , 9 743.07 742.82 29 24 X 18 0.84 RCEP 9 743.50 743.07 749.75 DI-3C $ o r M z cuRB INLET' :V 4� \ Q SIDEWALK 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 10 744.29 743.50 69 15 1.15 RCP o M 0 rf} RIM= 745.15 �1,- �p '�� J 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM TOTAL BUILDING AREA 39,120 SQ. FT. 15 0.60 CPP 11 -- 744.62 -- STUB -- ° INV. IN = 741.05 rl �} DOG �wousi5'iw��a�oLE h " r' ., ~ i PROP. LINES. MAX. SIGN HEIGHT= 35. MAX. SIGN AREA= 150 S.F. 11 744 62 744 49 21 -- _ o d \ ; ,� \ FAR_ •_•.••.••_••'.__'__• ..............................._ 0•19 12 739.40 738.40 100 24 1.00 CPP 12 739.60 739.40 746.00 DI-1 C/� v, -_ INV. OUT=738.851 WITH DI-3B, � 1 o , `° CO =f !, `Y Q GCJRB INLET 10• FlRELANE MARKING SHALL BE PRODDED AT ALL FIRE HYDRANT AND THE F.D.C. BUILDING HEIGHT 24 13 740.50 739.60 95 24 0.95 CPP 13 740.70 740.50 748.00 DI-1 -- a �. \f = TOP-- 745.83 - - - o ( _ THE STRIPING CURB PAINTING AND 51GNAGE SHALL MEET THE REQUIREMENTS OF *06 C3s' 0 •- 0 0 /. , M=748.80 PARKING REQUIRED 13A 741.85 741.65 748.00 DI-1 -- •' > I 1,. RCP NV. OUT=7 4.85r'� THE FIRE MARSHALL 13A 741.65 740.70 95 24 1.00 CPP r� w .. ` RETAIL SPACES . • - • - • • - • • - • . ........................... 147 (1 SPACE/200 SO. FT.) 14 742.50 740.70 160 24 1.12 CPP � 1 -6" TAPING SLEAVE & ,f ~\ ,� /i ``/ 11. BUILDINGS SHALL COMPLY WITH THE DRGINiA UNIFORM STATEWIDE BUILDING 14 74?_.70 742.50 748.90 DI-1 -- �*'r o .°' �' .. �4I ALVE BY FCSA J ' f� ` � \�� I \ ~\ CODE AND THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT OFFICE SPACES .. • .. • .. • • . • . • ... • . • • • • • • • .. • ......... • - 19 (1 SPACE/250 SO. " R1 � 15 744.70 744.50 750.50 DI-1 ° z /f I-FH ASSEMBLY �\ f OT APPLIES IS IBC ANSI A117.1-98 ACCESSIBLE &USABLE BUILDINGS AND RESTAURANT SPACES . • .. • ........ • ... • ....... • . ' .... ' . - 51 (1 SPACE/100 SQ.FT.) 15 744.50 742.70 99 1$ 1.81 CPP `- ® U o �"' � i �� • / 16 745.94 744.70 124 18 1.00 CPP 16 746.14 745.94 753.90 Dt-38 6 0 SET 3 MIN BEHI�D CURB I � % BRIM=749.17 FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF -- w 20 WA pyE �` BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE STEEL TOTAL PARKING SPACES REQUIRED • . • • • • • • • . • .. • .. • • ...... • 217 SPACES 17 746.65 746.14 50 18 1.00 CPP 17 -- 746,65 -- ES-1 Q0 /NV IN=739.54 EASEME• T � /` INV. OUT= 739.37 ~ `` ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE 18 748.45 748.25 29 18 0.70 CPP 18 74$.65 748.45 753.35 DI-3C 10 F % ` , `.. SEALED BY A VIRGINIA LICENSED DESIGN PERSON. TOTAL STANDARD SPACES PROVIDED• . • • • • • • . • . • • • . • • • ' • - ... 224 -- -- -46 - 19 749.10 748.65 70 18 0.79 RCP 19 749.40 749.20 753.70 DI-3B 10 12. LOCATION OF FIRE BARRIERS BETWEEN USES OR FIRE SUPPRESSION SYSTEM HANDICAP SPACES REQUIRED 7 20 749.60 749.40 20 15 1.01 CPP 20 749.60 STUB �• � i � - �• �. � ' ' � CONNECTION IS REQUIRED. NOTE: {BC ALLOWS A MAX. AREA OF 5,000 SQ. FT. TOTAL HANDICAP SPACES PROVIDED- - • - • • • • • • • • • - • • • • • • • • - - 7 21 738.64 738.44 743.50 DI-1 -- ' PROPOS,ED 'T0 PEDESTRIAN ACCESS EASEMENT '` �, N' A -USE RESTAURANT AND A MAX. 12,000 ON OTHER USE AREAS WITHOUT FIRE TOTAL PARKING SPACES PROYIOED• • • • • • • • _ • • • • • • • • • • • • • • • . 231 21 738.44 738.02 38 18 1.10 CPP a+ Ix SUPPRESSION SYSTEMS PRCDDED THE HEIGHT AND AREA LIMITATION FOR TYPE LOADING SPACES REQUIRED 4 (1 SPACE/10, SO. FT. FLOOR AREA) 22 740.00 738.64 123 18 1.10 CPP 22 -- 740.00 745.42 STD PIPE -- b j \ f ,' 20' INGRESS EGRESS ESMT. ,��• OF CONSTRUCTION IS MET UNDER TABLE 503. LOADING SPACES PROVIDED 6 23 740.96 740.00 14 15 7.03 CPP 23 -- 740.96 745.35 DI-1 -- ® � RIM=751.49 �/ ,o ; D.B. 936, PGA 1328 'O '- �U 24 -- 745.78 749.00 TEE WGR i \ , ,\ % r f \ 24 74 .78 744.70 108 15 1.00 CPP R , / r 25 741.29 741.10 39 24 0.50 CPP INV. IN=742.24 ' ` \ 25 741.49 741.29 746.50 DI-1 I / INV. T_ ep.l _ J / C� ~� r �,. 8 \'Cs `ssr3, ti f �p /f, �/ �� 26 743.23 742.32 91 15 1.00 CPP 26 743.43 743.23 749.75 DI 1 � � o x �' >' T J \ i \ \ �r 9�� p f \ 27 744.12 743.43 69 15 1.00 CPP 27 -- 744.12 750.25 DI-1 =_ o m 28 742.12 741.49 125 24 0.50 CPP 28 742.32 742,12 749.75 MH ,� i g; / �,' 25iP F t3, r$� ~.� \ yJ Q \�� j\ 30 743.65 740.00 46 15 $.00 CPP 29 743�02 743.02 745.83 DI-3B 10 o N ~ ~ F 31 742.15 741.93 11 24 2.01 CPP 30 743.65 749.00 TEE WGR t� o o 4 SOLID YELLOW rr f /�'�. ; Gry NSF~ �� p �� \ Q' ,� N o 31 -- 742.15 -- EXT -- .�.i o v 'rn € c� NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. I > Gov C �I to .��-' a > o°'0 00 G \ J � U O A J. TALIAFERO f / ' ;; �\ s i \ 4 0� �/ f \ 9 TRIP GENERATION tu �� 1812 0 j / % / \ F-fis, ��C'� `�' r' �V /� i < ITE, fiTM EDC C14N ESTIMATES ! i r ' ��F \ / V �r 1 \ THIS SITE AT FULL DEVELOPMENT ' o o 2 �' K s /` j SLOPE,,& DRAINAGE ESMT. " " "9S F/,\ �/� \ o X CE f�' A,y ``` F y WOULD GENERATE 1272 T.P.D. \ `� ✓ USE CODE= 620 a '40 DASHED 1741 �6_�CVA&ATED)," n0 �\ \ �pWHITE STRI�/ <� 20' DRAINAGE ESMT. /ram` D.B. 762. PG. 1741 j `,fir �F '0O s'9� �` \�`\ \ b A17 _S78'49'20" E F'� _ _ 360.17' 00 � OT 5 Cj S� j Uf t;,f, /� Of/ "V \ ~ , �'S7' \ - / SIN BA �`° S, '� c � t� `-�_25 INACTIVE BUFFER r 2 35 ° ,�/ /y NS t U• F'-bQ \' CCU"✓J .: 22 --�� `�` - -- r 20 R „ L - / /•Q 1/ , :� --� ', -; 1 �a-� `:�, ----•:�_-- �---_-�: 25 ACTIVE BUFFER F` CQ Fo // _ h - lfl :o r r.l S o - - - \ o D\ 12. O � -� ; ��.,:: � � a o C J F _2 / o `. -_ _ l SIG s _� _ - \w t nab cn P 53 ROPOSED f- t cc-OKNr�GE , INV IN 4.58 / I c o ; EASEM;- INh/ 0 T 744.5 G a .o , ,' `:j . S �Nl Jj / V 7.5R , , .' �k,, C c ,�` o _ �, �, - . 2 . ,- ., ' • . INV. 7 • O.' ;` �' o �i �, `;� ff cy:. STAND PIPE 2 / I G' BO i 06 b `'` ti t, �) �� a TYPICAL LIGHT FIXTURE Q DUMPSTER PAD „ ' 6 LATERAL C� 2. D / 0 2 MH 1 / P C RIM=745.00 / C" 25' 735.05 ;ADJUST RIM TO �' ( 5.50 _ �s lNV.O f y` i PROP. WALKWAY ELEV / _ 1 g 2 D 0 S F --j-_-----I 2 FF= 751. 00 � FF- 751. 00 FF- 751- 00 �, �°�/�^^6"LIJ �' OLE MOUNTED HANDICAP `; £R tiN 4 S9 I 2 ! LONG CAP AT STM & SAN. 4 0 , , : F iNTERSEC710N HANDICAP PARKING SIGNS INSTALLED PARKING SlGNDS INSTALLED PER VIRGINIA STATE CODE%�, FLU E END SECTION ' 0 -4 PVC SDR r :. ^? \,'`; '`: INV OUT=/ RIM= 739,12 U - PER WRGINIA STATE CODE ,.- If 35 @ 2.00q SECTION 36 99.11. SECTTON 36-99.11. 744.00 / INV. IN=733.37 r �� 2" WATER (TWO REQUIRED) 22'` 3 _.d._ o REQUIRED - INV OUT= 733.24 O J *r 4" PLUG - 1 .' METER - ) » / ,� �w _ 1 FH ASSEMBLY , .. ca S PAD / Zt PROPOSED INV. IN= t INV. - 746.55 2 WATER / 733.74 M` •t Y -DUMP r - �, ' o, . / CORE DRILL NEW r SET 3 BEHIND � :. ° �- ~ �, ° METER INVERT �. , - , 1.... , 4.. i .. ., i.-s.... .. .._. _. .. ...-.... - O PROVIDE K i t OR N CURB r SEAL A , {S 1 FHA Y ADAPTER X. � -.. 6R r ,..- . SSEM L E E FIRE HYD. ASSEMBLY I I � , , [ I 3 0 r a. € s R , CG-•6 I I 1 t_.. ,: ADJUST RIM T c� 1 a , �, I 0 PROP. , R , r i O. ELEV. RELOCATE z TY <ci T TO GRASS STRIP. - SET 3 B IND 9 i i i , P , i LOT I i I 4 ' BEHrND CURB , CURB 35,912 SF - �' CG 6R 25 , 1 6 REDUC R o E TEE N 0.00 , 'J 1 6 90 BENDS i 16. „ , 93 10.00 1 ,, _ 1 6 REDUCER ff , 10 SLOPE &DRAINAGE ESMT.2,1 _ \ , 4, D.B. 887 PG. 900 i , i (TO BE VACATED 1 P { <v i I' 1 i I J I ! cp t , 1{I , i 1 i i E i +2 ; FL I MEX. SAN. SEWER EASEMENT 30 i _ 1 f I, i It i / iJ �h i _ G15 3 a a - rt _ _.® __ E � PROPOSED 10 PEDESTRIAN A _ , _ nJ , I � .� : ES N ACCESS EASEMENT �-----;--- „ f � _ FIXTU E / T�cAt ur- R i / i PROPOSEf� DRAINAGE ESMT. P. / r 20'_ WATER I �, D f-__ ?2 ; , � EX. 15 SLOPE MAINTENANCE & � G I EAS ENT :. _- WATER EASEMENT TBA 1 I TO BE VACATED 1 6 PLUG _ 1 ( ti 1 8, 22 1 2 BEND ry 12.00 ti , 1 8 TEE' .� sti .; a / STOP SIGN AND LIAR � c� ......._.:..,. ._... f _ I $w d sw _ 7 $w ; 4 b 1. I /" sw 8w o Rc _ W R Al , 8 PVC SD21 WTRM N - - _. AT� , 1 8 E TE c c 4 _ 20 2 JTS._ 6 PVC SDR21 EASEMENT R-, _ _ADJUSTr F� 5.57, 4R!M T I , PR WATER M , 00 E E MAIN � , , , I _ t , 9 , Q� 3 N _ ! . 0 7 , DR 4 S 1 0 , 2 I �.... 1 1 <TYP. VN 4 , , � 7 7.3 , I l 30 , � , r �f• ,<i r � i , , r t '.t , I / 8 x6 cRa I , I ! � , , , I , E ._.-- ...rr. «.k..l w.r , nr "....r .....r .r.. ,..�.. �. aMrr�.le.n.,, : r•s I ' I I I ....� .o.. , ......4...._ ... ...... .,i...._,. _E.._. c.. 1 € ,. 111tOr {t �IM.j.MMII�1�� .Ol�l}rrl., .. :. {,.:.....:5::.. 7: :'_... .-I..:�r1 �Mlf �.YI ---� 7 -GATE VALVES ' v -- --` -` WHEEL STOPS REQUIRED* C23 c G.V. , & OX MAIN ! WHEEL STOPS REQUIRED�� q� W OFF S4'Y ! $W 8 `PVC SQR21 W $W _ » " 'kWHEEL STOPS PROVIDED AS A TEMPORARY MEASURE UNTIL '�i' `� ✓ j -8» TAPPING 1-6" PLUG 1 8»x6 TEE DEVELOPMENT OF ADJOINING PROPERTIES. j ' l -.'. 1-6 GATE VALVE ' ' , 1 � BY FCSA I j SLEAVE & VALVE \( 2 JTS. 6 PVC SDR21 I (D =a ' I _ E »-45' WATER MAIN' 30 PROP pRTAINACY,- 30> 2-8 BENDS 1-6" PLUG l Cl j EASEMEN a7�:fii�G 30 15 0 30 60 / i 1 ENDI 20'X25' SIGN EASEMENT ( /N FEET) I 1I I 1' SECTION l inch = 30 ft- % - w�► PROPOSED WM & GUTTER ....................... - PROPOSED M & REVERSE GUM ......... . ......... PROPOSED STANDARD PAVED ARFA (e 218J2' SIT 2A) •....... PROPOSED tXIKFM AREA ..........................._ - } PROPOSED WASS AREA ............................ � \\ PROPOSED EASEMENT AREA ....................... -- - ZONNG BOUNDWY ................................... ZB Ml1IY PEDESTALS ..................................• ID M EXISTING STORM URINNAGE & STRUCTURE ................. - p PROPOSED STORM DRAMJI;6E & STRUCTURE ....•........... PROPOSED WATER 1,WN ........................... ---i wF------ EXISIING WATER MAIN ................. • • • .... - - - - ;-.._--___..-_ . _ PROPOSED FIRE HYDRANT .............................- T' PROPOSED GATE VALVE & BOX ........................... ►i - Wi - EXISiW SAN. SEWER AND MANHOff .................... _ PROPOSED SAN. SEWER AND 'IaAtrfif - - • • - - • _ _ - • - - - - - - - - . -- s.s t- PROPOSED U!lDfRGROUNO ELEGM SE M ............. • - UCT E-- -- -- PROPOSED UNDEWUND TR RHONE SERVICE .............. -- TELI PROPOSED GAS SERVICE ............................. -- iGAS' 11� ■r,A . c\> N \ V 0 o Q z CV O O_ L r M � .c�� W �N Q LYE U) Fes-- • ' • W �^' w w to 0 0 o z > ,L,O J Z v w >_ >- p Wn Q 0 (n _r U) cn w < w CD 0, Q o a o w cf) � < v 01 Z Z Q Y O Z to 0 w s _j N 1, " , ,. 1 _.,��..��_:� 1 1 I 1, I � , el I . 1. 11 I � I .1, I , I I - .1 I . , ,. , I . I , ,� " "I I " , ,� I -, . . i , I 'If � __ � ,�_.�','i, I ", , ""' "'.. - . ,7 , , ; - I I 1. . , -I, i I, / / .1% fi�,� /',, f 11 / "I / .., " ,,,, ,., �1, - . 1. � ; - - . ..... � 11 / ,, I -1, " � 1_ � . I ., - 1, .11 , -�:. I ; ! I 1 _� . .11 , .", i I .. y - -.-, , . , :�, r: '. � . I I ��,, , , , � � \ P-4, / I ,Z,�z _,� t.j �1 I _�� "C , � , I '1/ / I , . 'ro I Y� _ -, -.1" /I " , / / " . I , � . _'. " ,_ " I . I 1, I , ., , �; , . .1 ", `J 1 1 —, _j , ` I-., ', . I . I, - - -_ ,� -_ - �. 11 �, i � I ,�; I., , 111_� -1. , " ,; / ,�, I . � C, I A 'v . . N"', I __ I , �1' -, , If / - vv�'TH D1-351�`E -- --- -N. ; " , - -- " i , " � ___1 , 1� \ 1. Il- 7 - � -_� �k �, ,. /" < -- / , 1, / I� 11 I, '11�1 ,�,,, , , , ,.-,, 1, " � I 11.1-/ / � _ , i ",,_ 3j __ -I- I - W; ,��( , I , , / �', I" I "I , I � /, - - __` I . K 1. / ', ., J . _" �, ,J -, __�:--, " ,]:._,1 I / 1- ?_ i 1 -; !!I -, " 1 4?. / I, " /11 . 11 '_1 V. � ,1 "-- 11 '� ", 1 : ! i� - -1 - _N // /_ `,,� -, ----.I.-, ,/ >1:. , I � ..� � ". , / ,, , I -1. \ 1� I " � .. .. .- .�., , r- r��e I I L,� i , , ,�/ .ii,_� ."� , j! I -;f ._ - ...... " ,��, " -- " i � , I �/ Ac '. ) ., .1 11, �I i - , - I - -1, , - 11 . I -1-11 � �, ,;,.�,"r. / � � -, , 1-1 - � - W - � . 1�, 7 14 ii,,'�;� . - I , I I A.., � �., �. I �, " , I . . � 11 _4 "., "'.. , �� , , I / I - YL,_ '� Xi 4 iy , 7 "I �11 , -,, 11, P; " . - � , ..,/ __ " ., / I 1. _\ "I -, 2 \ ` ... _ IN, , , ;;v � , I c; , " , / , I / " � I /./ , I- .- 0 , '. I I x , -1 �z 'I zf\ , 'It I" � 1/1 4, ,,� , -1 -,.,. 11 , 4� ", - , "', , 11 " I 11 . , � , � ./�-'__ " .. - I - -, iI . ,� I I I , ., _ � _-11 -_I'- " - , ... 1, _%� " I " I . > . � " '//�" i � _ I .-", I �;, ,,, , �1 ,'� - I zl'-� - (A :� ; , -11 f -___ , I / It, , � I " "" 710P - 5.8�v ' , . / � - / / I '--." _,,� '�_, � , I It., / .1 - - � / /", I - . � , / ; I �', - �( I�L. "_!�� / I .0 _1� , , , , " '? , , 1-1 , 1, .� m'.."t, I., � I ,j 1,41--I " , " ,� .,� / ��,� , " I, I / / , , " ; e. 11 f �_, � / 7 i �,( , . I I .( , 11 1�_, I �_, _.��,-_,_�r , - _ _11 / I , " �::", ,, /1711 - .., / r;" , -- ,;-- , -, I . I � 41 a I , / I I , -, I ". � �, I / I /"'� , "'.., - , . ,,� , _j I . 11,�F � , 1'�, i:- , - - , ,;_�,-�' '! I .1 " � Z, - -i,,� !_Y�!� " /,., 7u,p) , , , ,� . ,;r ,'�,, -, " . I 4 I., . 0 LJ . ".. 7 . . l . I � ),; �,.� / -, / I -%-,, , // J'�L 11, v �.'_ --A, .z X I I I � I I , I 11, "K I , , " I , , _ � - , ; "_� � 11 :_ . , f � ..... / /" , , ,/ � / / I � / ".) �, .. A , - I �� ,� I .1 -1. ... �,f , , , ", �) T = " �,�_ 11, �,,' -V I .1 I ! 11-1, / i , ril - -".- � i, � Z,_-�z - _-_ _,�_ "I �. -, , 'o � " � � ." .7, � , -, I I , / Il� , , -- x - 11-11 "') � '. , - - � - - " /' " I � I / 0 L'i .-t w - - �,�- , V 'i , 1�1: / __ , - , W 1, .. - ,&I ` - 11 .1 , .1 1,, 11 �_igl I,,/ /I ��/ I - i! - , "', --,... " 1 " - ,;, � LLJ U) , " 1. - - r.0 V I 'W� � I I X., I I.., ',,,I .1� ... ,� , .T t�� r� ) U) Z �11 I I I "I I- �V`/, � ..� () 1� . i I I ,� I -v '11�'- "-1, , -,, ,��-.-, /�,,, 111. " '. " �,,� -, �/ - I " � � , . v � - i�` I"Z�� :'-'�'Z::� 7 `� ' -� / ',,,� `� , / I , "I ,/ ,� ", e I `�, " "J , � ",_ V�zi�.'2�,;-�,,�e":"",,_- - _,_11______ __ _ ), , _ ';, .`,��, � " , _ 11 �11 .� A / 11 - / / / I 11 /I ir / I ; -1 �, _Y I I. "� --- ", � I "', 1 ,4,,� 'N', , .,/ �. _., I � I . I / I 11 X, /I I --,��L' `-,p 1, , 11 I / ,,, , _,", __� : I/ ; I I.- , , , , 1, I, - 11_�_:�, �;�,' \ )� ` I �1' '1� ,� " "', ",/ 1'� NI / I '�. :� - -, , ___6 ! ", /"iL� . , iz col Fo LLL" zo , 1, . � P'�, " / ,I �., -A- / 1� 1, , / I I 1-1 ,", " " I 1/1 ', , I -, , 1- . ,. Ir- . -, t �., I ,�/. . ,Z;f -i_ --�',*,. 11 � , '11�, ��') �, , � , / �,// , � �1 �',',, f I I "I_ � � 11 I 1.,� I / ,�� 'I" , "; 1, 11.1 \ ,� / / " " 4, �_ , 11 _ ", I I / I "�t; " / / , " / �, �/ �� - . . , , � _,N I,/ 11�. / " N" �� - 'I �,,. ��, 1, `1_1�� "'. �L P_� . 1, -,, I i , ? "I ,-, / K/ . 1. ." z )�', " -.,, .1 / . tl.�I,� 11 - - I � " I .1 , 1,�, .- ,�i:`.,. ,�, _�) w wx � I I � I . 11 11, / -- 11, 1, / .. _��'. .11" I _ . .,I v W CL I ', ", o ,,�, I �' . _*,�� " ;,-- . / � �, ,,, '. i " ,!' ,_ - ,". - I _P` , . -, I. , "I-- , ,V -,*,�, �,� � I � `' ,� I u Ij � ,I t ,� % , �7 . . . 1, . I .. � . - / � -,\- 1-�1_1� / I �. � I - I �,%. ,�,'4�-� �, 1, 11. :"', - "I - I �V I k, ,�,�-__,,� -N ,�-.` / ,,"__,� "I I / - Lsj 0 uj I � l, I 0 A " I k, - � I- I , , ��i�� ,,-,,I 1� , I .1 11 , ." , " � / I \ � .111 - / i � ; / ) �Z 11 I 1�1 i / I � / 1'�', ..� , I- �/ 'A, ? / - / . . / , . , > "I, 7/ 1. - - " I I �� , , ,;�,,','�� 1, , I �11, �, , 'i ', ,� I �` , I , I I I . � \ , , I " . . I, -,, f� " � v / '� - ,,, 11_,_ql I k � r.�k_ � c I � � - `\ I �.._ , o 'k�l I . '�� , �< . 1. Ow., , ,- I -, , / �� " / x", , I 11 " .1 " /,A,?: ,/ / '.1 ` , �/ I`-, �1_11 �, ,,, // , / 1, , " , .� , , � , . � __ '11\ -1 , , j / ,.,i I / 'I-, I., I 11 I / \ , , � ." �' / "I 1K ,� .1 I - "I .1 1. / 4; '\ .',,� " K 'N i ....... .. / "� 11 /-,!,�, / I ., -9 .1, � X, � I �, I '� ". , / ,,, " i I 0 0 � . '//, I � "I �, / I I �, i , 11 .1, 11 . , Y I" 1, -,, , , , ` -, � 'I , � I 11 -,., '� 1, I ` � '�� , - � " ", I , " - i""-�,-_-- .- , ,� � , �� I �, / . , K / /,, i ,,J, -:,�.-',� ,,� / / /1-1 `-� _�11 -',, ". , �,, " I '. , , .�', , / / ,� 'm ;). 1/11.1 � I \ \ ), / -1- " / �_, 'IN .. 1, 1, /it� . \ 11<�I�w , -1. , I" , ,/,&' -","t - , , � � / ' 41 1 � , - , i . 1\ 1: - I . . ' �, CY- .� '-, - , f � _� 1 \ , k " 1� I I I 4 1,7� 11Q� , / I'l /�', 1� " / __1' -�,. / 1, , � , L 0 i " V�, ,` ,� ,-,&', / I I j '_ _. _ 11 - I % �,,�� , 1, 1� " / , , " I / X, '��-,, -.,. ! - , 'N , \ � � ';, k / I ��,� ekv o 0 I � I . ;1 � . , / --,, � , I � S/ , . 11 - --- --- OL '� I 11 / ,; 11 ,,�,2r /', N. I ,, ,,,,'/, " , --,, , ',�.11 '. � 'k "I � 11 11 -11 I 1 �. /. " / / 1, I - _,�\ . . \ I I �� . I k " , " / 4", r�.��Z,/v " I !, I I / ,_ 1, / "I , '�, - � 1 " I � . I .1. ., I I .�y I ., / I - , 4"'I., ", , � . , " -1. - / I -11, " , ��/ I/ �, 11" `1 i ) "I % � " � 11 � , 1 .,-,- --- , , ,� Y , I . � 1, . // / � � .� I "I, 1-1 I I I .11 I ff � 11, _.// / ", 'I, , , t IN ', I 1� 1, ' ,,,, - -, . - - � I ., . " � 1-Ifth � , �', � , '_1 . � ,� , 1,� 11 "I , ',��, ;11,��111' I �. - . �, - -_ - - " " / .1 I � , I'll N 11 " 'I'l-11, ,� ;,/. , I / / I .11. 7 1. " I / / / � , . Z�1-1 , N �, ; 4 " 11_1\, "I � 11 , // Y, I , , , . ,� " - " ", / , "' 1/1.1 " . � I � ,� - """ " I / , �-,K , -," I" I , ", I , , I- " ,;Y"� , / . / ,,� I -) 11 �, -, -� , N", 1?0 � \ // r I � , �!K I - I - 1, . 1,,� �-,, " .1 �I, �,/ �( . // - .- � / /�' 'k - Nl�", -1, / / ,( 7 o ,,,, 11�1 ,:. .1. , I 1". 11 _/ , tl� 11'_'� I I -, " I, �� "� I 1% , " , JIII - " 441� -11 , , , , �, ,�;,��-y , I / " I. I', , / �, // ��,'�,,� ,,� 'I-,' , - . �, *�?� - \ % � '. ----,- i_ - _ 1� __ I 1 _% N, ,� �' I . " . Al " 1� 11 I, �,,I I p ..L , . . I 1. , `��,,,,�4, . / - , . 11y, '�'.." �,,, !;�/&`,!/ ,,, ,,��,, X�1, , , " 'N , , , -, .X,/, / ,-,,_,,�` I % � . � ,�,� '% . _1�1�_,:�_____ - -_ , i . � LL . .,. � , ,., "I, "I, " 1�1�1 1-1 , "I', MI . �., '. , ,� " 1�/ , 11 � ",`. 11 1, � 1�, _11 , _ �""". I ,.I I 1;5T / 1, ."', " ,.- "' / , /-. "', / I � �,"_ ,� , _� - /11Y "'� , __11 , I 1"-, � ,�, / , \ / " - I � I/ 11,� - � - I., I ", "I , ,� ", (3 ,� , / I 11, A� 1'� "-,� ,,,�- v 7 �,, / , , I / "I, , I , " "I, � � � - � -_ i , " . , I ,�� , / 'I / 11 � " . I /. I., � I I ... I I N I 1�, I . 'Ar / , - t , 0), tr) I /, /,� ". . - , " 1.�, . / .1 I " �, 11 �1_ I " �,../ ,N� "I', - " � I � / � -1 -�� 1 ,,� \ 1-1 � � � �; .. I % _- � ,_.�:;, , � ". 0- -I,.- . - " - ` �� , 1-1 I", -i 1, .1 ,�, / " " / 1% I I,,._--:-,, ��, _. �_, ,__ 11--.,-"-,, - �, ,�', , I -1 �. � I -, , . �� / / I 1, ",, 11 7?�� "I " 41 1� , � 1-1 ,'I 1�� " - I J; , - - - 1K 11 ? / j - - ,\ / .. I , , " , , . '. , , - �, , -1 ,- � ,,I . I 1'� (D C> r') 0) � , . .,� , , " I�L� ", '. 1, ", 1, I - �,_,, I � , ,�` . I � " , / I � �, 1, " , , I , - . _ , �1.1 C14 (0 - 't .1 .1 / "I I I , .N." / 11� N, %_1 / -,�'�, ", -__ -'�- - - t ,. '��l -1-1, . 'r ,/ ,�,` I I 11 , `� �_, I / /I f , , . / ,\ 1, , , /Z / ,; - 11 � - // /. , � " , . � - -, - (( .11. / I ,/'It6 :��", " lz�-"� 11 ,,, ,.�� ,, ,. , I �` � _ '. , , . � - - ,/ / Q��'!'?,§*C$,�,,& /t��,,->-" �� . - - I " ,/ " � � ,,,, -, 1 `�14� // ,� / -, _ ` "'I -1 ; / ",�, � '?-,.,., --�/ '\�,", " `_� ,< / I, , "", I// / -I, " . V .A_- _� . �>, C,4 C14 0 � ,� el ,_.�'\ , I / \ I .. � . , I '. I q,-, " I �, " � ��___ ___ _ '_ � � I i. 1, k , , - . , . I -11 � I , `\ ", - ,- , - . , � � 1--6111-11- - _ - - - _I_) 2N I I , 'N' 'o , - - --�,. 1, _ , , . I --- , 1.1, � " -- -- I -, ; �. �, . , � I % - � � 1. - __ I .. .., -I -_-1 ." . / � - " I - �� lkv,g�_T� --- �, I 1_� -1 ,��.,. - . & -Qj 6\ - , � '-1, -- "I - � / I", , , / -, 11111�. ,, "I, - ; I ,- , � \ , _i, , -.4 , I .,;-r '�5 -,.-,- -4, . _ t _�L, //. I- . If I .�, �, " - - - � �6 I ,\ ".., ,\ / ./11' "' .1j/ /1" 11 , ..r " ;p ",." 11 ,�', 'I-,' , -, Z ,��,,Zx ", �'11 '/ 1� / 1�,,I, !, i , , .- , ?__� I �/ 4-v, 1� , -%, 'x /`11 - I I" t .� ,,�" ., - -'.,,, I i - 1, " r, LD 1, "I ,'. - ,�, . I _____ 1, I . I—_ - - f) .g ED (o - I , , . ( / � " I ,� I I-` L f . I. , / ,\, , " 11 1, IV / 1, 7 1 �,,� - -.1, �j T i, il � , I . ", " I , r �_ � k __ co C-) I cwku , z� , i(11441fr" ",� � ,� ; 4,� m r. ,�k, , �, / / 90 � , ,/ , ." ,Z��, / / , \ \1 /,,�' 1141" 1 1 �i' 1"� / ',�, "I -I,,_ ; _�, , , "'_ I", , I �:, I :J P, - -& 1, , / I. ,,, I N-1 IT-M, '\�__ / , _'N � - "I "I - \ _ I � / / - I , 1 , , 1 11 I I , 1 / 9 vz 'k � , III ,,,, I , "\,., IN. 1,� ',,.,,. i ; 11 �, "� 11 � I 1� I . .1 , 1.� "I ,3�i�`-, / " , 11 "',"", , / .�7 .,� ", I ,,� - - " 1"', " -1 I., � �1 I I k � I ,r� , 6 , 1-11 , I . �t,�,� ) , \ / I " ;7�Ixl ,�,/�,," ,� "" , S -, ! I ,� \,�,, , '111� I / / " -- 8.2 1%W",111%, _"� 'I-, � , � . , JI � ��` I', � I -_ � Q _/ -- , I / . '� ", ," i / - � I I _/ ,,, / , /11 , 4 , 1,;�y " � � Q$ , , t )/ '. I" � ' � r' 4 I '� . I / - I . 1"� � .� C � � I mw cr i) -�='o " I , �,, _,� w- - '/I-- ,,- / I. ',\ �1 � '11� - � "I ,,�, --. .. 1 i "', I I I � , " > -4- 'd- I , , , ,,, /111 -,�-,� � < " , , �5v N1, -1 �', / , 11 , - � ,r "., � I t � � I N \ ,/, 4 ,I I / 1�.", N11, \ I . , �� %� '. ? ��, // , 4'� , 1"� 1�- I "I - - .\ . �_I. / --,, � �.6 1 11 lk� -, '� I l/ -, / ,� �, ", . , I , �� - 1/1 ." .... �,,�., ,�,,V,; 1�1 �,, k, � ,_'11 I I , I I ''I � . � I �i�llz I , --, '. / e / � I / _,�,:%' , I Ii- .11 i I "', �, L:-- N, . / I � I - - I - ---,, I N _��' " - �\ , I � C% ;. ui i�; U) U-) I / 11 I I- . I � I /�/ 1% - ,� � " I I -.4% 10 -1, I .. ,� 1 1, 1% ,� Id �I / , 1i ,,,�,,�, � I - . 60 _$-�' � , / , / ,,, " I "N ��, � to \- __�::�_�__-__ . � �, , Y V I I L � ,�'�,�/ .1 I ... ` 11, i � I 1% ,, , � , , -, .11 __� " 11 W�Z�,, N-, 'Ar . / * � I I , j _', 11 I " -- _ I Q) � , " � .., I � < ,� .1 " / / 'I-,. ,,, '11 � I", � "I "I//' / �,N , , �,:. . , / -� - I - 11� 11 , . , , 11 _�, 1". � I 0 VE4 Q) ':::" - ! .1 /11 - . "`11. / , �11". , / , � I , '1� . � j�_ / ." j , �.. .. -, 11 , , / / '21 ,� , \ , I I 1 -41 1 , '\ -,,, T � / ,i�, " / .\, 11-1, .,�. �' /.'7/ 1% I � �', - ,� ,1�j,� -'' � 4j (d = -f I � I �,��, I 11 .1 , , - - \1 �K �r I I I �, �_, I I.. , _�/' -I -y_,.-, / , �� , ,\ ,.,�i,,, , _�- - --- -- -1 , ;� 1 � - � L;j ;� , I . . J14 �-, � / C6 ,,,, I , C".'. ,-, -,�,6,, \, I ".1., / T� ", . , ", �, ., , . .1 ".., '. I �,�', - - - . I I - 1, ." , - �// : 1 -, � � � v", 1, 40 , __:�,_ ,,, , - �1 I . - " -y 1 , " / ,', � ,,�,�,., cd , , (L) Z L< ) '\ � � - - . I , ",-, / , " , , 11 "�", __ -1., 1, I .,� w . -, - , , -- I I / -,, I/ / ", 1, ,,�,;` --, .1 I "I �-�-, � ,1 \ .1 0 A: C) - % -, " . "" . " � 1, . 0 m � I I , - 11., _Y' (1� -N," , "I , � I a- h a- , �,,,r 1 ,� 1, , , ,X � / / I,-, - "', 11 / - 4el' , / _. __ - .' ";, / , j � 1") A. - ` " 1 .2 , , , I III, ;1,l,q,< /� -,�,��, "."', ,�.,, " _ \ . i� (6 11 - 1_� . I -1 . _, 0 ,� - - ,-Z q , '� '\- .i� I ;,,5 - . �, , "Ill '�_ /�A - '. I i i , 'i___. I "�, � L_ I , I I / z - I " .1 , '\11 "/ / I/ .% �, I ., '/,_ 7 ), I �11_ :�i:'_ a _ " --- i ` , I 11 q___ /"/, / , lr�,/ T Z - I 'I-, " , -1 " ... 71 - / " ." -_ - _- '_ __ __ _ -, ,_ - - - , , ___ 4SA \ `k, � . � I 11, <tg)�, '%, -, ,_ , ,/ , 1-1 I'-- < -, I -< ,XV - " I I 1� t � I I I _., 1i I , , . �:: - � . I I I 1� " � q ,4v ,� Ill\ � -11, "I � I/,/ Irl-11 ,� ..� . I , �11 '11�1 - " �X, I � ,� 1i , -I " UD , I - I " .7e,�- ',,,,�', 11 I Y 780'/ � �,_ � / _ _., - " -1 �, ,i I ,4 1. ,-,- / � I .. , , , -- 1. N � w _,", � -- // 4 I I .1 f , _ ,��," K, ,,, I " , I M . ',�_ ---' , t.", ",_,t,z1_\",\\, .1 I I-- I I _�, , - :-.".. � Ii - /, I., i N, I 1%, 0. I __ _ I I -,, '_ I I -- ,,,, "" �� _ I � . I . co ca LLJ 1-i ./ , , A 'W�-,, -,, . , ? , 1". 11 ,� / /, , / , , �', - . - , 5 ., '� �, 1, _ '' v , . , --',, � "I", , _:1- - �, . � ,. , - N� . � _1,i4 .1 � - 1 � I . -:4 " �/ I I - t. �v � � " - - ,, I- � � .111. ,�. If �,_ ,_ � " , I , , � " � � - ,! " IoI�� I 1, " , / ,� L , '. v I, ", 1� I \1", , I � "w � 1, �, '* t , -%11. , I" ��, /�,,, /I I // .. , �? ,z / ... , , , //. , '�� .... _., ,,, I 1 . ,,� �' I � I 1-1 ,,� t Cd w " /� __ ", I / / z, / .:_ , '.." � 11 , I "',, , , , I - - � - , i , , - zl,,;, I (j, ,,� / Nz� 1....W,%" 1, r- "-"/, .`1, , � �, I 4, .1, .11 I 1,� . I N, I - i � 1� �, .. ", �. - 11 .11' 1, ,� �i . �, �., / 'P, " I / 4' / ,� ,,, N- � "" � " I * �4 - I , ' soL, I 11 . � , - i ZIP, 1'� � � ____A_;, VV 11 � - _1 - "'I" , ..;,, , I ,�', & / I I -1 / 11 " , -',,,, \ � , � , �. 1", I I 1 , ,� , I/ . I- 4 , "', " 11 - - . I . / "I . I le 1, - , I , " 1� .1 1"'."� /-, - , ,�,` , , 21 / / ., "I 11 , - . , , --,/ �( , 11 I ". -',, --,, 11 - �1_ I - I i % � (3) C�3 1 L -1 Z : , , f I " ,*�-, , 4 , / 04,; 1 - �_�_:=_4121___, 1 1- " , _,1.1.1, , """', 1-1, " " / 1.1;1 , I I / ,F',,. " - , "� '/ �,�.�;�� i � r"t""A \ I � � . _. ---:, / y , ,/. , - I_X� ,I / , / -I-- I- �, �, ,I, / %�I' ,/ �%,r/K< 11 .. � " / � >.-- I , "., � � I (��, / "I', /1, I / ,v�, I , I I" -,,,,�, -,3,%;,-,- - /'-it, -I,,1 "), -\ *`1 / 11, �v " I , 'I-, � I . I 1� 9 - , � / A �� )0/11 I / _� 11 �, 11, , I W, � __,., "V �� / , /N / >1 1, ,.,� ,�, / , , �, I 1) 4-) ,'--", ".", (-�. I 'p. - 1, / I N", / . 'k ,1 � " / r. rn I p I - �, -�, N" --,, / . ., , " . I " I I '� -. ,-','r, , �, . '�. /Z / / . A.- " - -�, "'� I , - "I-, ., I ��,_,_ :\"�,, '%, / ,4 " / , ;. � I 11 . 11 , 1. ", r 1 4".__ ., , I Y � " � I - I- _ 'C' ` I , I llr�,_,,_ I , '11�___ ';'.,. -, -�, ., / 4�/ , I / -, r � - ,.`��',, �, 11 \ % I % 1�, r 1, / (a :� \1 / I I � � , J 11 �/ 1, ,,,, / '\.. CO . . , , ,_'. , ,./-/Y, , ,� "" � , 11 � -:; - f �� I �, , , . _�'�� - _rri `1. I I , . , '... - � " t_T"m . 1- ." ?, , r If �." -1 , '� � I . _, �; I 11 0, f4 � - - , ,.. , / I . ,f 11 I ". . . : �', .� ! I , , -1. . , -,,;�, ", , . � .- r I - 33 - , . - - - "., -,,, / _�, , " ""'l-, "-,,.,,,, I , ", 11� I . - 1� - � ... _', _ I � , I .. � _. `?�, ll '� � ,� - -,;/ -,- . � � I 11 - "1 A // / 1, - � �. 11 .... %, I., � , ,�% I- Ili " ,,� :�� ,,� �, � 1� ,.. I .� - . / �� ,I �_11 - "" I, il, , ,� I I, . e " I . "I �, 1-1 '__1 , - I / 0,0 r2 . . .. - , , "%'I �o . , 11, I � _1�1 I I / - ,141A I-e F11 I, . .. - - I ,,,, ,_ - " am!�. , .,�_ , , ", 1.":Y 111'� I -,y " �( / 1.11;1, 11, / � I � � 1.11 .11 �%, 4-i, 7D - I .1� �, � '� ),��;;, � - I .. ;Is I -1 / , / I I, ,, , ; � . . �-y z po , - _ - I � 7 RTI`V�,'��_ oo()- 'I-, 1, 1, ,;, - `� f'v "' � - ,�,� I 1-1 ',', I -1 /` / , � I , " - � �_ , `I1 .-.. - I i I / // / � i '!� , \ , ", I-,j __1 j-1. ,� \""," , / � �, ,��,,. i - "_ rrj m _.,rl " , ,T?//F,/ F I- !�r m , , ". .,.q , I 1, � , .� I , � -_ , � t � ;wI / ,�/ ,/ / 1.11-1-// , / i � 'r I 1 -1 I � '. `-I "I" /11" , / " , \\ I / ., _1 -� ,� -4 I . I i ! I, . , , " I.- 11� I I"'., -1--,", ". " '4 III , � / " �y , , ,-\ "'," " 11 .� ,I _-, � __1 i, 1� 1� I'll, � ! 04 $ / . " " , 1'1� - '�_, , 11 'i %, 1 _�4 �1_1 ,/, I \,. __,�:! I "'11, � � i. 1 /"!,�-,,, - I / . I � . I 'i, ,,,, , I/ �� / -"� .1 .� , � � � ; ! 0 co ;-, / ,�,�"!, x,/ /�, / ", i ,-"" ,'-, - - -, V I/ 1, "�, I - , , -, A, / / , , "I - zv "I'. � 1 " i "I � I I � , , - I - 4� , " � � ", 1� , �.4 crj �� . ,_1 -1" ,.,% "I" 1--, "" 11 1. I �I C, 11%, , I k � - __, " - ", ,� . I I I" r . _. .. '�,,,, I I ,., 11 . .� , I�43 " �, . F / ,4, _\1 ."�.,� I I '�,%, " - .. \ I _. \ I _-, . ,11., ) / 440, z I , "J4 , I � � ", - , " -11 / 1". I "I ,Z,��-", k '. . , / / , /I ., / I& / ,/ " 03V ��, - >_" 4;%R - ( -, -",,, I � ,� � - / ri , t, , ,0�� "' / 11 I I ;��, / Y,1�1 /' "� ", '-,,. , ,., 1, _, I 11 i I � 4 - " 11 I /,/ , 1. ,�, . . --'i.- I __. - %it,4,� �., 1� 1 � _11" ;,� .. " ,, / . 7g , � ': _,� 1 I— , g4.4 1 — ,, - � 1,,�A;, I , 7:� . I � i � ,� ,% 1�� 11", . - // ." " '?, 1.�I!i_' �, f , � \ .14,� _,. ." - / I I ; . .. . I . '. � ,_ . � I'll - __ , , , . I `_� e� , , , �� / , , / 1, '/� "', I", `>��,' I �'. , _ I � 11 I ,_ �'o - / / / " _P 1/17" 1 � I -1, I ! - cK, _,, , .."', �, ,'. ,��c -, , w _..�, . I -/ ,,, / J� , I . .; �. 4 \0 " I lf,�Y_. I I I ,:�. �', , I ...... � ,,, / " 11 1� _� I-, ., �� r4 �O I / -, :�, , , / � t, � �, '11�_, � ,,�" , ; , , , '�__ , , - , Ill � / " , ;i�, /' I �� -�', , - li�z 1. I , �_ "I � . . I , ,f , � 2 � - '' , / -, , ___ � / - / / " / , I/ / /X//- l, \/ /", /, 'P / ,/�; , - I/ � , .1 � , ", , 1, '. 11�1. I / - - - __."'. , / . _�_ ,�� t 7 / ,_ �� 0 " .... .. '��r / :1, * -, / - / / � i '-,, - r - , y "Y ,� ,/� � . I, , � 1 opol 1 � ,�,_.�, � '__1 / ". V, / 'r, I � --� ,1 _. ..- - I -t� -,,, -I'. 1�. 1, I 41 - I " i., 1/1� I 1� " I � % .1 ---- -_ -- "I _11 -- _.- , I V-----R w 0 r .. . � ,�, / .! " I/ / // ,� / I t I I - , . r , N 0- . ;1 , 1-1 I - /,/ , "N-,., 1, / I,, "', ) ., ,�, , _,� - - , _,�", � ..., __11.1 \ _-1-11 __ - ___ /, 11 / , I',' � I �.q 4-) x /. " /,� �'. Tn. 711�-,-/ _" \' '_ ,� I .... - �� T ,� ;15-1 N , / I \ I " f I , 11 I " " -1 - , , `\ _-.1 .., '.' I " '! , Q 0 -f-.3 0 � ' Whi- SM, , -1 / I, i ;V / I I I -�,, , I . - M - I ! I . - ; �,M�,,m:.C".-4, 111� '_ I j i ". _,� '1� If -1 � I 'f ullsf,u) , . . i / / / i - � '-. � \0 � , , IT!), N 1_', ", . 7 - , ,I / .11 ,." __ '� ("I �'. \p - , I J7 � . ,,,,, �, "I - / I 11 � I I ___ I' ,, ,,r i ", - , I 1, ,� - "' " , I./ __..., 1`�_ I I / �,,I CO .1 .1 1-1, - ) . W -,%" � ) I ?, ,,, I'-- 1� 11 � �4 _�_ - _ , ,�' _1 �,.." ,,,,I' 1 �� W - R 11 11 -, - __ fi,111,11 , . 0 r,� ,.t r6l - , , I . I 'I �, - I., 0_1 .-d �, . - Iz-_1,_, ,,, - , 1, . 'Y " - 00 / ;` - - I I / I _" I I 4�,A"A / , I .1 / � �4'�� . __�_.'4� _' '-� I- " ..,/ / 1, , �_11 \ , / I r, �, , __1 �, I / \1 , %,, - 40 � � , -0. Im I `�., - :;il - " // / -,. 1. " ,_ , ,%, / I ,; - . ,,,,�,�-,,,,"?'; - , ,*, , �',') 1-11"' _�_�____ , ., .�, - / ,/"� / �� " , . - _ // / / " - .nf I -1 " / , 1 �7� ""'.. ,_ �fl "I-," / - __ , /` I /I , �, , �*,Q ,--,,,. 0 , , " �,, . ik_� !,�_, _�, -, , ,, . ; lly�", , � - / / -1--,,, : ' MP /� <_�111)/'Ile _�. /I , �<W fil "" / , %& - �� J�,7 ,.' , "'I",. 1� �il �,,�, , ,� 1_� , , * , , " - I 11 . , I/ , r, / / / " z / I ;,,-, I I - - . ""I'k- , _ .,__N,�� " \. I , ,,, . ,,,,,�, , 1, I " I , , ,�, "'� __. . , ;, - " . - , . " '... ( I � _C1j ), / -��1-11(,AL) ' ..Z, � / , I - , I - I , " , , - � k", , ,� 1,41 '_. - / ' " r- -.11- 1, ,'I !, ", 1__�, - I , / 1, p :. . , - k I _/. *1 1,�- �, / �' '11, ,,, -I " ,�� 11 ", _1�11? / I 1: / " I . " -1 I I I, I__ 1 " � ; �, _. - .,�,!;� ., - " .. - , I'll,-, "._ �',i _ .1 � .... .. � 4 . po :j N tr) 11 1"�101 ,,`� I I � ." I" ,,�'�:� ""., -1 - __ I - 11 � 11. z - ; - . i'll _ 1p I'\ *11 ,� , -, " � ,.". I 1, ',- '//' 11", ,�,�, - ., / 1, - , - Ill � I .1 ,� .. . ; .. 4 1 1 1 " _� I I , ", " ,�� 11 . 11'1� . , / U) 0 , )/ �� 'r/1 - :� / I - -11 `,,.�:,� , .q (� 0 / I _� __ ,�, I '�_, I I r',� I f� - , �: , � 91"., ", _N - __V:� I 1. ... 4 "`,� � 6"', -., /,/" '�, � _ / - ,_� I , ., _1� / 0 , I , ". � . , / � ,�, / ',��11 , � " "" / ,,,, �-"_ I , " I/ ( '. , , -1- 4.4 . " � �, -, / , / , / , "" / ., "', I / / i /'I- /',,,�,�,. " " ." `-i., . ,�� I . , .� , -1 /I /' I/ I - / � I i --, " .. . � 11 -0 / I I ,,,", ", , I " _ - _,/ -1 � 11 . " ., / ____., 7� 11 . � � \ I , , , / . ", - 1 I I '1� . . / t /,11, " . 2 , `�, / - ": , _11,Y ,.,,--\ , ,,, ---_� ,.,r _ '. / Y� "I", 11 � I I � �, 11 ;, '. - , 1� 1( -, -0 , . / I / A, k , / � - - I ','�', ;� , 9� / A / I 7 - I I I I . . 'k, , 11',� 11 '4,- I I . 1b a,;,2 �.<� , I,�,� / /. � I- � I e_;r,� . - , I,- '_ '� I '.. 11 — :� 1 4-A 1 .,., . .1 . I "" '.- -1, "I, . " I - , o t- *a, 1 �� , I e _15 11�1 I � 111�., . - I - - "' ,.----:,, . . I " , "', - , ,,, , - , -- - I , _., '�::, -1-1 11 / / - Q Z - , � u . z 11 - — " _'; ... I ! "I / / ,t� .. � �1 , ,,,7' �� ,� " I _1 -, , _F 11 , \ _. - � �,�",Zil j, �'j ,�� ;, I- W V) . I / .. / F , - " .-I OF.' I I , . ,� � �,t�, �/ - ,'I � , . � , / . !-4., . "I f - I U - _V4 / - __ \ :1%, I "I � �, ,6' " -I-, .��, I" / 1� .� j - - - - -, ,� -, _ ____ I � _ _ - , -1 ,, ( 1) / , , .. 1 I I �'. - frii4' / " I � -----, I" - , I I i / . I / I , , ,,,, "" 11 z - ___ , - I , /( ,, f I . __ I... � , .1 , - ' I __ 2 0 I D I AINAG_ 1� � ,,, � � - \ / / ,�� - -1 " , , , ,, -��- 1 . 11 � I . - , , . I i - I I I .1 / I \ " / 11 - N, _ , _1'1i'11�1�� / _ � E ESMT.. w 4 " al� - ,, ... �, I _�, I , // . ,!.�,, , \ \ IM11 �1� - /' %,�, I/ / ,,�-� R , $4 �2 E �5 ,-o I � - "" " - :": -, .11 "I 451� ,:�11',�-_'::,.-,,, / _ . - 11 ,o ( Y "I - ��_ r - � I ,� , ,,--. '1__1 - " . `I,- / -9 " 0 W ; �. 1� / '. ", __ �/,_�,!J�_j � � I I / // 111. ! - , ��N 1- ^ - ; " ,, ! . " ,,� - - � I / ::' x? , 1 ._ I I � ,� a) , % /; . I _. 1. 11 11 � I � , , ..."., 11 I ,.* ;_N, I , f q - vw 1 Y/ � � / Sn. ! - p 4.,P1 1 / I __ <'.41�" , 17�4' "W.___,.::�� , �. - j il % <�p 'L . I 1, � , -1::z- " "4._1I_ _ �_____ , ,� \ - �_ /1.Z`"` ,; ,�� I , �_�, , r . �. / \� ------- / / � 4 1% �, .11 / 11 � ,,, - .11 �/ ; � " '_I1__ __:_._.__ 11 _ - / � �Q_,-��', t D. B. 762, PG. 1741 11 I Q) 0 l- , I �, _ k- , �". I I ". 11 I __ .1 �,- k" " . . / ." "i �; (L) : - .. I " � __ 1__` " " , � - � , ,\ .. .. j�> �� / : � k., � - "', - � I r. Co ) f " �� b __ 1 2 .1 / -1/. - '� �, 1 5r 1-1 ('_'% , I , _- / " , . , I e4,., -_ , . I -,---- "---.-.-, I % � - 4!, , , 'It, %, �/ - / " I , 50 10 _ -, -,�) � , . I - w , / �/ / - 'i'll, / - � ,,�,� :� . .0 � 1� oq %, I __ / / , 11 n i � O/ _�_�,z I I , �, _ __ � O.- '�., I t -%, __:��,`�_,=-:_, -- ----"L� . ... - C�-, -IJ I � ! ." \' � P4 2 Cn z;, 0 , . I 11 11 . �- , �� , -� ; , � � . / - ___�_ I - I'll I 1. f. I , � 1w, "" / , .zAq -� � 7 ,� I �-_ , " -_��":: -- - -- ___.- '. ___.._1.__.....,._,_. __:_ .1 �, / - 1-t ", . . � �:,4- I � / /a 11 I _ _ ,� , _:� _ .... _ . ..... . � . I 11 / ", , - . I ,. " I I , ""� - __ .... ...... . --.---,. - , ,. ,,, i _�c / r , . � 11 / I - 1� ,,,, .t, A 1�1 �. - - 11. '4_1 _ _�:�__ ____ 1111.1. 1. - 1 .. - ,_._.1_ __ - ----- L I I.. /�.,, � I ,� I -1 * PO4 0 y Lij Er) " )s I � �e 'W . - , , -kl , -N " _____,__._____ ,.- - . * " - , 1, --i-1- I __ ... ... .. �".�.-�.-�--l"-,-��--�,�.-", ..:�__ � v . I-, / t. / i �:J.�� Q , -��,,,. � 1. �, , . C./I _� ". I ,� '. , 01`� . , , e i 0 '00.. / U19", `� " / I --- ___ _-_-_.-__ to � I . I / " '� I / � , , , � r8 EC- I REQUIRED I Q) I - - " I , / / / _ , / / If, ,,, �, r 1. ,�ss , & D � � " i \ " / -1 y , / �, - ,__1____ -__ Q * I, __�, /Y , , "', -, X . V, / � \1 , � 1, " I'� 0 0 �E " "", -.11, _ _ --l- - , . / I, " _ , ;/ :-, �, pomm! , 4': / / , ��, . � � � _ .� -,Q -& �__ , / / I, , " / �, I / ,>K�� - -) / O.- " ,,,, *$1 ", . , "5! , ---146., - 't, -,, , , � - �,.� --- _� � � f, � ,�� . , � . , I _� ". , I I I - " I I I , 4 , . /,- / , . . - (_/ I? . '. " I / , I � � , , '. � 1, "I I (D , , I I-, _. w / I , / � - /�_ -1 _.______.__ - f"', I "/`[__,� 11-�'11� 1 I I / :E � /� / / " / If / � . .. ,-. '. -,- ,4�` 11 / ,�e, --- 17 1 _�Q "I _1�1_� ,,I�1� 11 0 - , -_ j - , , ,x -, , Al� , -, _� , - 4 - . "; . . I w to kr- - . , . ', ," - v CL A 1 RIP RAP / LL_ CL Li - I f , i ll e .. . .. ., ._,��, \,�,, / � "I 111'�, lt� I -- - ',,,,�� - :' , , ___ � � ____1 //� ,r - I / "! �-, _/1 / I. 1-,�e`, �,�',�� I - , � - I / , � . �� , ,I, / / / A I '. 11 . I/ I �_, -- , 9 I Z', r" A�,, � A* o - - . :,", I ; // , / 'd I . . oll- I I// 1)/�_ �,�_Ii; __ 1';;f _1'_,::7_1_ -, _ ; I , I 11,�, - I " .,. �. 0 , �� --:::. '�� - '-: . . �, 11 . " � / . , - �, ,; , / "I I 11 I- I' __1__1 I _,�, im, __..__,__ _ _,2�, ;:�%_ ,=_::�,_______._ L, L=16' W=18' 1. p , " , / , � . - . , ,p , I -, � _ _11x__1_____,__=. _.__ /I I 0 / " / 4ft " , r - '7,= 1� - I I / � :��, - / , / I/ " , / __1 1-1 1�1 , --, ,,� - �_j , , / I ,.� ,� I 1/p, 't"--- _.:�',7�-��—_�_�, _ ,_� , __<�'_ ��\ I01R A S 6 '�_--y1>1 I� , �r,", - � / IN �� , , , / / , , � / &? '17 �.,;,.,� I/ "\� _',,�__ -11 ,- 11. -.1- "v / 11 / --,, I ; � I � / , 7 _,� I/ . "I i w = __ , ,___ - -,,:_ - _1_.__11 11 I ___1_ _______, -.- _ --�.,--.��-��-�.--,---.-�..--"-I -11 ., . 11�iz , / _ I -.-, I - I 11 / I — . . � �, - "I S..� ,�-, �, 1- " L-1 I t - - , / I -, f�, 7 1 I-, . , I . , _ ,_1.._, : .. __ - 4 �,',,j� - - I' 11,�, m 96M ,. � 11111., , - / /I ;11-1 -, - /,�. I I ��,,, _,'M,W, . ,M,-W--,- At'-ft WL I� .. ,.�, 17.1-7,", ,� 1-151 /t:�- - -_ , , , _4� 1 1 , I , R"�" _mL1wj0_rj1&-_=__11i�wA - -W-3 _� -..-- __�__ :�__ �-.,.-.�,.�..-.,-----.-,--�--��.-.��-,�,..-,,�,--,.-, _ ...... ----.,--,.�-"��..---,.�.--�-,..-��-.,.,-��, _11 - I , / I '' \, I � " !�� . // -.5,oz- K / - _-KY, �1_1__, __ 'm ) 1, ___ ___._____._._.__. - i. / "' I �", - , � , - __ " , / :i, i / - -1 - , __ ".. , p-, __ � - 1 4' I , - - '.) - � . \ r "' �qll .- f I k 1, _ \\1 -, 1. � 1� , - - :: <�; �/ ,- --- , 4, Y-\, -<,) . - - .1 \.; ___ - � , - / , - �;,:, y I I "I 7�, " , I I , , , �. ,� � , I.- * / -, , --,,- ��,,,�'-,,,,.,,-� I , I- c , - - � -1 , . - 'm � - I � N 4 _r, - vw , v '21 e �, - """ _ - __/ I / .. _.:,�,� " \ " / .,,� / f /,/",� ,�__ �;,��'_ �� ,, I 1, 1.1, - L* / I / �f� I .0 ., ./ "if." W� a '" - / " , " �,, 9.75 ._ -,-,, " I I -, I 1. I - I 11 'I -, ,�a 1 ,:1 "g T - " / 11 - .., " , , — ..1 '.1, _��4�, W, 9,7,77"'. ft pm - " Z__ 11 � -----,---- I � ft .,o I I ,_,_ " , 11 �, -, / It, 1. fkvv,p_%�)�i ___, -�, I I � _,_:4c_ � , . . I ';""' ft� n'MK. . ___�____ . - 'm m go ft m w w ', / _/ / �x � /I ,�, �_' ,�jl / `. " A,V - , � ,511� m - --t"ll? ;," I �, " YTF, I / I / ,,'�iiil , \ � 'I, Wl rm "m "" / -11 �_ / I - , ,�,�, I 1�. - -1 " �.?�,--," � �1. ------,----- , ,, .", � , , - ,/ / ,;,? - 11 . - � 1� I' �� f1_1 1�5 o - 111) ___________ , �,� , " . /1' � , - . __ __�,, . 11 I, ,; ,� I �___: - __ _______.__ . , _,� I I , -� .- - I I '***` �- ----- I , , I / �: �?-,-,. L%� - ., .-, . --X ,�, I , , �m 4— - _�_Jll i1i � i:: ;;�� "'. 'a """ -� � ,., � ,, / / _�/ / / �' , , __ " i�..:5�y - �, "", _ , / - I - - �1, _�11'11 ...... ______ _ --- / / , , ,/ 11 -.,.,,,,',1 �'_� , " "�, - / t , ��,- __ , \ / � � 91 , , ,4 1) v i'. ',�� _ _",_ _ / " � ___ - _ lf _ � �� z / / . _ . _ � "�.�', _ " , �� "!, " -, , p� � � / �?6 " : , .� - ,� I 4�,Ijr,'��, - ,r�l A � i -_ � �__ -_ " / I 11 - I 1, . . I ;- , I I % 'e-', ; _F . -5-1 �� ,,,, .1 .. � - �� _ - � - - - f� -,tz_ I I - '// t L4 TS OF _ 1, - - I _,�,�� l. .- I ___ . -M - 1, t . . . , - . 7,77 �,, , I - f - . . . . " ,,, ,�, 4�; - zu r� I � I I I I -i / / I '' � � I . I li�, :. : . _,", - !:� " �, I � - - - I -, �, I 1. . 7� �_�_ I / 5 06, , ,,, _=:=___� ., I . � , /t -,'-' , :7-1- I ,� , . � ,_X, / , C4 . _/9 "'� " , , - " ,, / /. i 'I, / na___2A_7 -,;, I'll _ � 14 .. , ') -, / , I 11� i, �,!:. ; ____�,'; - -0 � " ,�� __ ----�\\\ � ,,, - �.� I , , I e. , ,,��,� �. r 1-1. , � 1�1 - -_ __._Z!-�.,,,_ �c . 744 , �i - " C U, / / I / 1/ I - Ij , - - I, . , / / I - I � ".. 11 :� - __141 ____ ., � GROWED - / / , sic �; 1�� 1. , � :��' 1 'i __1..__1'1 "', - . - .1 - I � :5 , � )< I - � - / / � �' I I. v__ 4-5r, � V�l " . r,��j_ RIP RAP .,�I " �� , `�_, 11 I , I . - .� � 11 I .__�_ L llmi�� -11-11, 744 1111".. -, , I i , I A po -I.,-ti. . ��'a,,, .11 I /41 - , e\ 1��_-. _ __ k I V� I" , - - , le, ��, - I A - . 10 1> 70/,,l - I A?_ I I - __ __ 7 Z� , --.—,-:�:--,1_-t,e . -- --- - -,- � \ ,�.,, ,� 4' _', I , 1. lb , 1, .1 " / / ,,, - / I . I / I �p, / I :� ,( i 0�4illjlt lu _�_ �,' . ( 11 � .11.11 � - _ I - " .,� 'Tio. , R , 61 , I -.11 . 11 Rk--- ,,_ i -! I I _1�1,�,�.. - / If / / A I ?� 75 1.'d ., " __ "_�' �� . . ,", _:1___.::7_ � , , I ,,� -, /, /,/ �.�. /� � `_ , i. :,_k�., /I I olm .. oll 4 / 11 �- / . 1 - �1/ \",�� 11 , -- L, b %, / -, o , - N - . , I V ,_g'; - 9 ::: -.:'- _�14u 1 - I -,- 17,110 w I �_ / - , ZL, I 1� �/ , IV o j - ./ I ,� : �, Z. � '� �' I-. I 1�) 1 738 , � Ao,� " 0 - I .11, SECTION . Q�_ __,=:j_ _ - I." � p . 1, I �. . �� IN A " 11 I.. � ,", 11 _�__ `Aj V "11 N !N_��sk�L:__ItE _�L_�, - , �P\,. - ,/" Cpo-6R 1 � t - / " - t,-- '.1 Li, i 15' _$��i�, - , 1�1 � _�',"' 1�. 'j! - " � I I V�l I � ,P��' )), ! ) 00 Cl) .J " _�j I - I / Ary ,-,,, ,., ____ _� -1 -- - _7��, ; CL,, I I 1� " �_, ��_11_= - , j4k�, ,;';,,� -.i - . .1 __ _< , V - - I '-P/ , _ . , � I _, � I , I I I ,I - i"t ,�t_i_ �� = . � / , � I " / / , / / 0 , " " � / �, IT �,."� ,",�� -1 7 � 1 7 ; � - , I _0 � � < 0 1 . ,_��/ / '4, �,� - , / 1 ,��_.2_ 1 1 9 "e, eo - I .17/_ , i,� � _ _ _ , / /,N 7`0 IT � "' - , " ;_ " f�� ,� �, , I " ", :/ 0 1 1 o _/ I e,� � I ..:� ? " __________-4_ - I `_�,)� __ -_ " 1�1 EC- I REQUIRED I I . . . . . r - �, 1�' 4. I --- 11 _�,_ - I , I ! I . --___� \ , , .- �w - _-.1 - �;_ . �90 11-1,.1 y I.;, 11 . . � I . � -'N " - - - 1, , I I � , 4 I � . , - I , 'r , , , 1. 71� 1/1 I 1, , `4'0�,- 1 4,-,,i-.< 11 �x. --..-I - I - __7 � . — __.__-I i � \\,X I- , I , ' I ____ -1 , , �, " �., I", "", _ � --- (, i I/ V,��-,�, - . I :; �,, /1/'11 , 1110 c , CL Al RIP RAP '' . I L� 4Q 1',N , . . I �' —_ - � I I / I / 1- ,- 'i - ( � � 1� P � ... i � 150. - - - __ �:� I 11 :c , � �-��i-�, _� , I , ', . - �( ) / /// �C. -- ... . 0 .,;�� ____ I . / / /� I / v - /�,�.; z 1,,,,r I. -, 1-i 1.�' - 1. -,,,,,,*:,.. -_,-� __,� 47��,- - I . . . " "I .I S TP%. / � W4_ �,_' w I I I I -11 -- _T - _�n�lm 11 - —4-111 � vn_� _'141; �', ��;!__, �-,�'. ".: - : __�, I I I - .16--o.,11 _14-1 - \ " -r .- lltr�'_ , I I I.- -1-Im".. 7!.n_,_"';_it6,4; : , - , L=35' W=12' �` , , I.- . 1?,,,��11, / � I � - ; . I I � / - w, / . �_ _ J� I I ` / I . . , / �11 �11 .1 i -, v , "' - s �� '; . 1, ,3 " '! / ,�I 1Y �, ,,,, / / 'ir,X . .:7�,� . 0-5" tlF� ? 0. �. , --- � .1 . - � 1, , I � , _-j � �,� . , , "'O'n, 1, I . - I - I .. . - '.1 �. " / -1,11Z.. / " __1 �,�--�,�� I '110v, I�K i ��,,R / I t� / ��` / I, � �q .- � /// h . I * � � 15-1 40' i ; C I-, 01 , � I - � , N. 2 - � 11 _�� I , , 11, I , I / _ I -1 �_ ��il� / e_ . -1 I;;, I " I � " :11 W, � , "Ir - I - �_',:" ii'��.`�11 _Iz�:;,;_ �. "' - 11". � � .17i 1 �, � I � I . 1,114 / " � "', , , � CL Al - � / pl�,.� � ., �. I I 11 t 4 , , z /� I , �' --- DUMPSYR 1AD � 'I, IN I., �v I "" I I � / # I , - UY �1� .., _, , ." 1-l", - ,,, ��. I � 1� � ,/ 1_-_,� . I CL1 RIP RAP "I .1. I I � I - � �, I . 4' 1 1 %, � � � F$ 1 - .. �,:�_'. : " t `1 . ::� I " �� i 11.1", _ i,,r'. � _��' 1; . - , � , ; I 11 I , � IF 11�55J V�w ,. �_�_ / I , p'j" \1 , � - C ; , > ��%�i� , � I / -� b�� * . .�,_,,, __ , / 10, I �1' �. . _11�_� -4,_f , ._ .�, �, i'!-;i,-'11"',,- / i" I � I " 1v / , , -.1 if. -1 1. - �, I .1��, I " " . : 1� ,I � i 1� I I . � I DIVERSION I �-,� . . 1, I - - I . I I I � ;�,-��,,y m � . I il a� _�_��_ "I - I i .1 �,�! . . I !J . Ad . 11, " / - I IRV' ., �,� '� � I, ; I I . r, 1 2 r, � ... /I //", �, / �� . � �:�, _""11_1.11_1___.1___" .., , A *_1 I ____, DETENTION, POND' 7 ,� I 11 " / � �, I 11 D � '� 1( 7 11 I- __ ,p ,-,;,,,, �`�" - / 1� 1. qz "', I. I 0"t". " I.. I � _* I 0 , , ; � \ I , 7 I'll , � / ,;,,- � __� 151) - f P� --, , . i � I 1,", I I . , I . " 11 , � � 4'- - . ". � -1j'. � _ I W I . I . I -_ I ., / I I , . _7_,1 -_ 1. �k�ll I I ,� / /11 I; / '� ��,� i , .,�,�, "', "I I - , - _�_"' I , �. , 4 ", I )� ,,, .00' I . - , i I I I 11�1` A 0 �, .- //� / IN / / 7, - I / � �-��i , _' �, ]� � - � "' - � .,pj!', $ b /I �' . ! ., - , � -, \ ; .. 1\ - 4 1 . I 0 , I :;� � - i I �.11, ," `1. w . I t, � I "t � I / J I ,i - :1.1 �' _�',, 1 1�4�� ' 1, C) 1� I` 5 . -_ . / v - � , . , .f / � ,", 'r I I _.__ - � I ... � 4_1'., ,, , ", " " , e I., " - !�� , -___ f / , , " � '. - � . � , m - ... �. 1>1 .1 � 11 4 _� I . I _ I I / /1� , , I " ��r� � I . i'�,� - '. " ,� "' I � [ (�) - � , i /8 / � I 'i b , - � , I � , � // /. i� ii. / P, - 7", . . , - I , � ", , , a I I ! ,t4 f - , . - t , " j , ,!��, - \ " i ---, �� - F.� - � , I , 711, �, 11.0 s i li I , _ ."t 1�",` ri!--4 --� 1,� " P . /�, V", �' . �. ,Z:) .;��. , - - , -, , . I / L ,,':,�,,!,-�,%i,� " 0 , l/ , .. 7 1, ,",", 19,200 SF I ./ I - — 7 5 " . 0 10 . T , � -1, - 1�) � - ,i, . . _ I I ,* I � ,�,-., ��,,-, .., ,,4'_'�1111_1.1� .:, _,:� �,.� � :L - . . �/ 11 .1, 101k / / f, _ I , C / ': , 'i I., ,v,f-,, I I I I � ; 'I ,. I ; �/ , 1 . ,, `��!",�,,� I �� ,,,' .. / N,.,�, 'A. �4K ,0� , . - ��, �� - I " , / , �, "" 11 / 151 , I � 11 -_ � :� _i P, " _�,,� ; �, FF� 7nT�mg� ww"k5 =�� i I ( 71 .11 ;-�, � V -I- '.. , I I ., / ,� 1 `,�__ <� " 11 I., o - - --- 1, A, /I .; � - f�� i , I -, I'll, 2 `� �-:' . _,, _ i I' - �' (7), 1 , , _(y__ / . ,-,---",-, -,�r" 1. � 11 , "' �.) / �i.. � ,� i \ I I __'_ I . '. ".."I".11, � I/ _. 11 \ '. I I .�': I , I - - ., - . f // / I ! / I il` '11�<" . I '� �. - "I / I i i . , I I "-' �, �' , I` , � .. " 51' , i12, .1 .'-,'- -��,�_',�',`,""` ,"I i 40000 _ / I :. I "�I' , / / / I- - z z `11 �11� / / / %171/ ,�, I 1_,�', , * , I I , ) I I � I # I )w I L i�,�V, - ! - 1, �, ! , ) .1 I i", I � _�,� / 11- ?-I - NVI 1 �Ael ! - k , , t::_�_ / � 1 I - f, ,� � � I / r / "o .11 " . 11 � — I I . I - I " ,� / 0 -,�� ., 1� - ; �, 1� 11 . / I . _: 11 / , / ; %""�, �; ,., - , - , GROUTED RIP I " - RAP L � � ,�J) ,�� , '"'Ill / � �', . . / .� -A � I ,,� I " i - __11.11 "" "i I- - W . I - 1 t / i .,� lj�%- w �1 i ,� 11 I . .I I I I.- "I I -, ,�j ;I � -1. - � N I - _ _1�1 1 , � , � .� I , ;.� I , REQUIRED AT '!' ; "! I t .�., I " . I � i i _. , CL Al " ; ,4, , i I . ,��,, i , - . EC ,- " , -, - I � 1�� LWIJ .1 "I . I - '. I ��'p / / / i, , I / !,,,� ��, / 1 I I I . " ,.I L _ -4 ... ... �01\q. " .. / /�/ I _i : . I .. I,- _ � c I r � ; I F, f. ��_ . _ ..., , . ! 0� PIPE OUTLET. (n . I ! � 11 . . k T ; ''I I I / . . .- I I , 11 ; .i . [ , RIP RAP , , �' "_ . 11 , I / : I I il 1_� ,.� , � � �' I I I I 1� - -----I. - / � / . ". , I... ; --�!114$1' () I " f"', . �,!,',',� I j I I �y / I// / / ; ; - . � !, � El, I ,I ; I - _ � FLUME � I / 14�> ,"",* , "; I \ �", I 1, I . _ "I '-:� . - . -�.. , - , i � Ili - � - I � L I ; ,E`� I N -, . , . ,,, .�, � \1) i " i "; , 11 I - I . I I I .1 J� . A - .. . , 1. �,� 11 �( - 11 11 � - I 5:�I .. -, I 'C' �, / .., I I , . �. - f'! , .11. 1- �k _:� ' 11 � 1. , /' ! , ,�� I \ I ! , . , �-i� , - -------- -- fiNVIOUT= / 0 , / # I I I ---.:. I _- . Z�",- 11.1- - : 'Z'. � � I I - I " -�: 1-t, , - ,� . " _.. . 1_0 1. - V - ` I. - I I .. , I / 1. .i . ,\.j ��,W,j� ��,��A�, ,_J�._-� -. , . .. . _1._Azr " �L . I . I I k : I . _t, e" A , . ,_!��.,, . �-j - I / � ( / / J . I , I � .!.._� ��_ . . ", " %i . - - 144.()O 1 -1 I v, , �ik 11 _",�,"' I t" I ; � �� ,., . I _, I ,_ ,_ / I / E �, � "Z111IL-1, I'M'11�! p ", !, �J' I 0 1 1 - q I ��l � ::::. \ I I / ft 0 i j �, 4 .1 . - )� , I V� I w . . - - I ,�,,� � � 1 , � , ,,1 , IV , � - - 11 �� '�' 414- I .; - .ill- ... 1 . 'r ". 'L- �,--!.",i, -- I , . , I . . , I 1� I - � . .. ", 4) I ; _ f � L _,"."�.'�"),"', 43 / / i" 1, _��,�;, 1 ___ I I . �; / , i � ,,, ,�i� . _�,_-�� — .. , . 'p 7 , - .- I . .- I I. 4_'�� , - 11 "I 10 I V�,� .� ) . , , ,�:. �� 1. - -, - I.- - _:1 , . s.L; / .. R' ,,�,�,-.i . . " ,,��l . . .. I ZT .: _ - .4__,_"�� . . J,i � . � � ` '" - , : - III' '74 � . - .. . � ,- � . /-". ,,,-- I � I LAJ I ��, . . � � I . . 1. . ; r�- � - ... .... � . -�. � . . .. .- .1 :.��_-* . . - _j I . :: _. , \ i� ... . , . .- I . . .� .: � � � . , : - I . i�- " � - - -5 (.,1,`I--. i, , - 'q- - - , : '_ r\ * I . �,� I , * . . . , / / : -1 . . . � . ... . . .. I . 1. I . : . ... - .. - .� , I , . . . t47t4�;4t � . -.q :-.�- :. . v �,-� , �\ " w .5� )� " / I' : __ :' V4 " '_ - `41�111� , _."-f j I . �,;i I I .: ,;, _., �4��,, '.: '.. . � � . . .1 . . . . .. ,,, . . I I I I -_ I � A_� � : i ________===i=_ . . ` ,�. . � , - 1� - � , I ' I �� 11 . I . != I - I . . , � ... . I - �\ ..,�,, ";. , - . , L _,r,7��,5- , 71 , N I . ... � ., � - :�, - ". - ,,�,.� , 1513� ( I -;. /4 i / I : . � I : i i ==Q � . .% _..,L_____5 ..� /_-, .., I . . , / . :, - -, ., . 1'. . . , � " 11 / , � : , . 1. . . .4 � � , .. . -',�",,,��` . , . 1 �_ , � - I � 11, 11,P I li I , 7, . I I J0.0, ., V,t _47-174- 1 - . . __ ------:;I"-----. I - - � - 1—-NA= .`��. .— j - . '. )\_� - �_ . j/\j - / i 1� *0, ____�__ _ &&��_, - . . . , � , - __ - - ---,--- � - .1, . ,,,- !,40- 1 ''.. - �, - ''; , 77 1, ,�, I 1'� co Y) �'j p, , : 10 / I � I - . I I I __ r� � __- . , : X, . , J_', "----- I- i�� 3�6-6 �� 11 I / �, ,; , w , I ? - ,. cto ( / 752 ; , �`,� - I - 9 F ,,-,v, - - \ _L ..�_�,,. '"I // I - ", el�ll -0 " �z � . #., � 1" I ru ;��,--,�� I 1, I ".-I'- , - 'I, � . I , _ , . I i , � I .1 I , � I . ,-.. - P,v - I/ - -<- -_ --- , 1� _V L, -,W I !'\ . :�_11�, I ", � W 'I , �� I � - 'I V I ,q,,�. , I I , I I Pl� , , I I I �, '1'1_-j,/ I - -�-'��--,�� .,( �111. , _,__[__ --- Y� �,'e t .. , i % v I 1`� / __ I . - " ,,��! _ �010 I I 1 -41 11 � 1111h, 1 , , All - I I ,/ I It")- / I I ,, I- ^\ �, , '�. �-,A--, ! I '� 1 ,�n --I � 1�_ , 11 _� I ,�> I . I I I 11 If I ,. I - �� , - _ I N � I /' I , I ; I h,, f 1 4 � I i _� ,Igr,,'� ;�-'-�,Z�,\" ;. 1, '8' ' TYp.I...v_. 1, . - , , �f�_J, I -.1, I '/ I EC- 1 REQUIRED n t4^) . . �.� � I I / , 4 li, � - - _% I �. , ,. � , /�%_,, __ I I 1: I , I , �, 'I I 1 I . I I I t ___ , I 1� , . , . , _�?T � , I _, L, I �J) I I �T, _ I 11 & - -1 � !T9' I � I . ,i,.., �5 - I �; j 1 / I'll / I i " I __�i " 1 1,b,\ b" I , ,1 I I 0 1 1 - " I . 1.111", - � : I'll s '04 - ( r 41 . . , c , I" ( I I- �1� I I � I I .- I �` , .1 I I i��,��; i 11, ,,I I I ,i;.: I , �', 12 1 lk* / , ,." cz� I Q. f"', 1'� I 1_`�,, _. _� 1; m- � (f �L__�_ I / I + . f I I Ill ; I , �? I I 11 - , �� ""(, ,��, 1; �. I -,--o _±=:_f:; I I _.) CL A 1 RIP RAP Lo I � I �L ! L I .1 I �L,;_ 1. I� . , �� I I _j, 11% ',�., � X �1;4 - I '. I I ,.� / co 11 I " _ I -1 \ lt�Lj_ ,,, ", i I I I I .� , \, Z, 1 -6 �'. I Q\� i�hl, , ; ", , , '11- , ., '4 z 11-1 "i - V__ , � - I I I I I , I � I � ,��,� , , . I . %, I I ", I',-. � " r') : . '. ! ." , .,� 1, , / i (_P�.._ L=14' W=16' j .� 1". <114 I , � 0. 00' I - , , , , . p lq�� I . .... . ^-,-"*--- � � ., I ., I I � __ - - .1 �11 .1 ; i 11", , � � I � if It � I I I __�t -----I I I r_ k� 1z"r I 11 . , " I I ,> 1693' '12,*?,�_� '.. 11 , _�/ I I ,.. \ -_ , J ?� P .- %71 j "I- , ", I , '11 . � ., ,� '.1 I '.. 1. 0, - �_ io 00' - , < , , " 4 , "j,' / ". " 1".. ,'� , �� ,� .. , , I I �, .15,�i,. " , J, I I �_ , � 1) ,� - I - I !,�' r r , , - I I I _1� ,11 � w , I I `.1�11'11111_ �__, - 1, I 11� I _,j < I 11 I ,, I I 11, , 4 . � I , r18 I I � I I I 1. - - . , , -Z w I �, � " , 11 I k �_ - I - ir I . I \ . rl; . I �,,, ,� - - �, _4 �, ; I .11, ,,�. � : ; " n ? - I I 1, - �,�,", I - ,`__ __ .., -) . ; � " I ( l . I I I � ' L , " I �, . _4_� - I." I I - / � I ; 11 ,',';� i � --- .1 ��-'�. p ". I ',�:_ .. �'. 11 I � I" I 1. I V) . I ,� I "I I � ., "I I I - '.. \ � //1 ,,,,;- I ` I I 1� (. � - " 1 ->16 P1, � ___�; �;, — < I 11 10 � - , I IV �*,� � I f� / Y�l , , \ � � ,�� i. 11, I , I e I 1, w I . �-, )"': 1 1 1 1 � , . - 1, � , - I � ," f I ! I "i, ", I � f�l I I _�L f i I i lr_ i% I I " I ) I I i I p / .V,. , � < 'i'' "I - E I . �� I ') � ',!' �_ ; - 1; I 11 11 I ,F , I - I I �z i I - " I I I 1 3 '? � � , /�/ �: ; � :2 i - q !$,, I �! I .11 . \ I ! , ( ("I - - I �) I 1 1 ' "' '-� Ft. I � I �_ , " / "; 1 4�` 1 i, "' I - io-,; , \,11 I �1`11.11'�, I r , / c , , ,,, ; , - -_ __ --- : , I I �,,'-�` _ "I —_ — I I , ;;t.p . li f , , ,III : I it ?1,i�;, ) I q (If V I �" ,�', , OF� 9z : I — I , , ti ��i,e�, � / 52 "' i ___ r ! I �_111 V_ —.-- � I ,_ " '' � — � " I I I it I � , 1 754 � .'�, �2 .- I i - . _4' Vf -q-, - � " p, 1, :1 sk-� - � 4? . I 11 "I (90 �� I I ;� . / I-) -�- - , , IF-1 , - ----i----- , 3 -.0, t __4 - . 'A I ;1 - _� "" " __� --I " I .1 i � i I , , -1 10! . ; * I ,',,,�t - ... ... �_ - FY- , � i I 7 '0( , ,'.j, z - I---- / . .� I , a z !> ii I Pl, - �O�� I - � , - i � ! 11 1 � ____ - M -� . 11 , - - � 5�� _�-_, I I "I 1;�� I , - 11 1-1, �".� __>1 �, ! . I I � — - - __rF I- I _�_ . I I 11 _ i > , I? I , ! C14 -- � 11 �,i' � r, ii ", 1 , - I . � . Vo If �' I , 1 15 -. --IF- - �1. I I = 1 15 1 1 i4 . I I 1:1_= �, L I 10 I Z UJ � - ; 41 i 1 UIF ; l ' 4 I I �, 1�1 Ix I � 6 1j !� 1 I I I , 1>1 � I" ---, / � .! I _ , - � ; _ � I ''I � \',,�,�� I I _� �00 / , � , IN(- ___ X � ,.��f � I i x � __ ., 11 . p I I :1 4 " � , :: , f ... i:��, I ." __ 4 - " -_ - I , t,, � I'�, ,�_ 0 / � � ,:", I - I �, , - I v = 10, % ; , ,> I -4- f - � I \ � - - 2 � � I I . I I II I , ___ t 11, 1. __ "I . ,� � � - Li 4- J. -, 1, , __1 / ;,_ tip c 0 : ,��, J� -_+ 1 -4-1i -_ I '�', I - - .1 � . I - . I , - 11 "�_ - "' , p ) p � \ i 6� ± )�Il 14 p. I , J, f ,-,.b Ir I lf� I I 'i �'11� I ;, , I I 11. I � .� �o [I) 11 - I ,( 1- Z -L -_ lj� r/ . � 1__�"` -.,-, -�� I I i I - r�,-- 1- "-f".,,� -- - ; - - I 1� �', \ ... , ", ,��_14'1 ` I I Y f I IL ... i� I �\ - .. t 1, l" . ��', - -,�' , I 11 � 1� 1, �,� i , .. , --Iy-- _,��. ,_C� o" 1(..� �1 ,>o\- - �p ,. ,�� ,, ,i� -5 1 ; /// 1, I . . � ,�111 .. � 7 -- I �, - I .� ,I I I. I I �> , � i 6 , 11 I- -, -- . � �, (3 C.) I _ "" l, , �� IN _,�� '. _�� , __ ! !c � I,_ IV : � - " I .11, �, __ I 'o -,- .. — , ,� �� __ � I � #,Z � 2 .� ,�-�-�_-_,�, ., -_ , . , 0 , � / W_ I y U I I I I ,_ , ____ __ , 1% , 1-11"' ,_ h, 5 P, � . .",_ �_� �, , � , , -_ I , I f & � ,,,4, / �-,-, I ,,('�, �` �\\ , - _ I """: ""I � �� ,,�� ", zi_� , �, " , , 91 " - ._�' " "". -_ I I [.LZ � " '' - ��, — ____ \ I ,� - Ar _' ' " , I - V � - � 11 I 1, .,� � `� .- 1 ,Qj � �1' I � - 4 __ "�, ,.,. ; I I I pl- ' () r \ � �,�,,,,-��- ,,,��%,4, "ii ��M_"7�., � ,� , �p & 0 ____n1,111 --------- - , " I.. w ,.J,�� _', �, = 4 k -t � �, _ � - I � I", ,bk - ��_ 1�� - - __*� "In ______ - tl� � --,----- - ; I I 1, t I C-), 1�� . - I _... - -: -1 - j __ �, ��, .1, - \ 7 ., ___ , _�.J�__ —,----- ---. ---.-- " I ,;�� , � �i` I � ! a C.) - _ - _____ ,:9 _21, _� , 11 __ _. , , 1� , — I 1 � I , ; llz� 1�""", \ 1. .. . �, -, 1.1;1 �__ /, � . 1-71i5a 11 , ____ , - �, _.., () - 6 , - 11 /,% � -- ; 'I � � No /_ ":,,�1--, C� Y,5- ��,_ _x ...,.._, t , __._.__._ , \ � LLJ z + I a i, ) — __4_ ____ 1 11 � 1�11'�' ', I � I i - — - ! e95 4�re , I - . Mq n, 71q- _ - . - I . \ 1, �1�111 . ,� ,,,��.�� , . m -r Z 11 I I I 1� . ` - 1�. __ ` IV `�, . I I 1, 0 1\ .1 ,,�,� � - � - - I I - I k �;��,,- - (n, ,� ; . - " , " ., 11�_ .V�. -1 Ill/ , 1 511 ?'�� I \_ #�!�� I - "5" 1, I � -1 . : .1 ) I I ', I '! 1�1" " ! I �. 1� 1.1"'v- -_ " �11 I 1:__11 / -, It I; � ,<�,� 10'�_ �t � . . 4 111 �� " � - � I i i I ,�� ,, 211 � I - _ --- - I I m i - I . 0� la __ I - 4rl` � * ,�,,� lz��. I , 'i I I I-) - I I - ->so , rIr_ n C) Ill 'j , I- 1. 2'R _�, I ,-, I .^ I 91 I �, I I I s , ,o,,�5'f,' �, I I I 4L._� * (n 3c: or w �j a I I � (z) -'I ", /I ,� 1 ; � ! ! i I 1_/, _. � � � w 1� - 11, �_ - 11 I I I � I - W11 Im Z5 I', ;.,,* . � ____ 11 � , 1 1 -.1"I I L,,, 1'. I j I I I I 1 i � - __� / " , m o- ff I I �, I I[ � I I I .,;, 1, I I � f .% �?/, i � I "' I ; I I I , - a 1 1 - !�, �� - _��,4� , �� 1� --------- I RIN " I , I � '. I I . . . , , I i4 � I 1'�I�� i �4 - I. F_ , ,� � � ;,,, 40 1 ; ,2., i - 1 1 _� I 111 I I- � - I _, ,,; .�5q�-, � I /_ CJ9 �� I _� I LPA4�S ' I 1 4�" . 10. 417 0 . �i .. � I I i I ,", , , � __4 —, =jj�__ 1 - � 4_ 1 — 6 I I I ", .7 ,- EEC ! , , �1 ", � [., . '��_ - "� _ 1, "I 11'1��. __.__, '7 � I— I _�k, 4�7'��,'�',�`,�,,.,` �_,'_��_,,��, �:_v ,oq �., - I � , I,., - I i I .. 3?1 1 , siiroj� L an - � k.i_ �'_7_ _11-11-,li..",� i,�_il"'L",� �. _��_i_ _ CL A I RIP RAP I- ,, _,,,_ I EC- I REQUIRED � ? � � , , -_ I �_ — -11 � 'i �. ;,f,;i,,---,,,,, , + 11 ,� r1-1_`*t_:1_. :, � I !I Q) I -i - - I — I I--! �i=� �'!-!�--: i� ,0;>. ! D I - , I , ", 0\ 5�, .",-- '05% P_�e, � -',' �'-w,3� --j, ","pg5,�, .."v, . - "',:,5�� ... ... :� --- - I - -1 -_,.��,� -31I I ! I _�T 1, tl�f�,b) ,,��m� ,�� _.!��.'.� 1-_� "s, - --i".., N�__, I � 11�!�` I '.. , t IIMMITVI 1 54.0') 1 " ,.� 111-11- ,. ____ -,�L� 11 , , �!.�,,,��, I , - I - , '00 m-, �_ L-L ,3- Ric , I �,�,i,,?','.�i�r",�, � _', - _;� 1 I Wi '5\j 11 , ::. � , 'm - " ____ ,�z ... 1, -1-1 ,*',,�I' 1 �,,�,,_',r!%�,�:'_7 - � " I - ' , ..�� — W 0 1 .1- i W. 1: m __ - - (� I / - % .60 _ u -, - . ., : +1 '"'71 i l U- <.? <;:; 0 .6, i , 0 \ 1, L , - - , i r,tk 1'zi, 1 1 . I I/- I 1� I - I ,:�.l I � _______� f!�� .��^ ------- � , � -,-- I I - I STO ,9 - I Ni , L=12' W=14' , , - Ld -- , - ,';��i:-�� ,:,�, �,, 1. _:��, �"":: - � �,:��__ I 1jo I .___J__s -LIE(le;IIHI'LA17� .. I 1% _-D � I I , _ �� , �: _ . �� - I - - I ... "I., -- /,� . - . � ,� , 1 .. I 11 1, . "_. - , I � I., � I I . I .. � � 11 _� ,.;, - . 0 1 . N, ,_ I I _-____T_____ft_I ',-t"A -, ; I 'i f -A, I , / f �] ; -_ - � I , � �,: . // I I � 41 1 -.-- I I - .1 I 1 - " _ __ . /I s I _. - . I 0� . I _. I 11 I /" . . . ..... , i -,-> �, 1 �- - I . ,In , () ,::z - - . ; , '? S� � _ - � , I , � � �� , � I - � 1�_,_ - __ - ,:" , Jq�) I .� ., , . -� - I , " r, � � � , - - I 1 j _Lv I 1 (�_ I . _,� � -_ %1_11 f4>_ _ �1' IN _� I Im I I � 1, i - . 1"' , 1 _�� 4 p :1� __ ; I 1 __ -, I ,�, �q � � 1, " � � ,,I!, w . CL , ;�., -i� " I ,:, �w la .I ,� f I I - , 77-1�-' �'T , �- " 9 �ED AS A TEE,V 10F , -, � I �'_ � - Lf') . I I ._"�� - I I % ,jf , _,�N�l \"U'l 11 - , .�.j -V � I 0,�_ -_ �� --- ? �, 1, " V: f M,W 4,0� �U'� ��J � 141;_1 , , .- // ��,�As_ -) I - +755-00 _� "' W ,7,--- " / �.. �, � - �. 1�"` I " , - ,48 C) C) C) I 0111NIN � , . - - I , I . I 11�. It i "'. � � . I 1:1 ��_ -1�4_ W_ ; - �. -VELOPME-1VT Of- AW _,_, _,7 i - / � i I! I I I I ,�� Ibl) 11 __.__,____.._. D i I I 111b 7 4 1 : I I I I �o 1. . - �" i � I ( �-; � ",,:-� - ;�� , I I . - - - - .. � �� 11'1.� I' , " 'Z - I --- - A I I P 80 -_ 4--,- "I �� — — � ;, � --- - __ -1-1 11 . __4 . , , � , N �_ . � - - Z, qq- I I' , 155 1 1 - _�� , , � j - / _�!�,,,,,,,. . % ;�� , ;/ I �� t, I I I_P� I � I", � ; 4h, z ., , 1� � I-, " - C) I � I C I 1, t All IP �_ - _____ � _____ � � : I i '... F � ", . . - . , , I I ; 1 70' I . '%" :� , ii C> C) Cl i I � / I i , � t"r,; . , I -,�, __i I I _._N,��S_ ___,� � I I '1� ! , � te) " I i �/ I _111111.1111, 1i.�;,.,,,`i- - ,_ i . 0 1 OLI-1 _'_ .1) � I �11 � I � I � I . ,q) I i,'�, ,. 1 I I . � ." .. I __ I "I - I ___ � 5 , " " , � I - __ -, -7i7-�- ILL , I 1_� I 1 �, % � TT � ., , M N . V_ " . ", , I A� I Itt - - , I i�,� -.a -1 -, i� , Il�', , . _-, F 1, � . 1'� , - - , , -i �, I- : , I I - ;, ,,-A I "I ____ I I , � ; 1111-4 �,_ "�L"� '.1 z 0 "I , i oji! .e; , 1, ,i. 'I- .1 ,,, � " I 1� z F�-','�*,�,�,"�' " � I k�,I,�C,��I�� t I � t "I" � 60STING STORM DRAINAGE & STRWIURE - -=7-=------U=-==---==- i,: - 1,,,��-�,,�," .I .. " 1/ I ,;.< . i ___ ", - % . . 11 -b. ,,, " - ;, " i, 0 V) w n , � � /1 !� _,,," 1. �1 ", I 11�, i o -1 . : I ;/I �, -- �111._ ,� -.� I , _ ,�� 1�: z ... Li - I I �,r I -Z . I _ 1, � U) 11 - _., I I < LLJ I I 1; , ,- , I ,., I � _",), - I � —750 _" I " , , _ � 1- � " z I " / _ ___ 1 , r. 0 .1 �, -, � / " .'' - n , -,i I �; / ,� Q v , � ; - " I 11 � �::::: 1pl� PROPOSED STORM DRAINAGE & STRUCTIURE - - i I i --------------- � " ", � - (n �j w m . I .". e , I �__ T_ I . � , " . "I "I ,# �. " �R I I ,. _ / � - � 11,� = m � cl, �� I ' ' I .1 i�- I , I - I rl- . I . w , �, ' ". �, 11 DETENTION , . . ., .... LJ I �, I I ) i�, . . c - � %, E[NiDn f C-1 REQUIRED ---,-,- 20'1,2Y 'SIGN EASEVENIT " ., I 't_� PROPOSED CURB- &WITER ...... 0:: -4 ,�� 1 . / . �� w IC9 11 ,�, I c , / . ` 1. I 11 I / I L,J M I I .- I ., � -11 � SE-CY10N CL A I RIP RAP . I ,t,,-. 11 I � . I I � I / 0 T ; r; I . I -.:, 0 w :2 11%. , , 1. � 1� 1 -4 i I � I : I � I A PROPOSED M-k REVERSE WW- - , z o I I -Ai,%- ,> A L LL) .37 1 -, / " � - L=10' W=12' I �� ' I bit - " " , � z z 8 _j , - L-i / I' / "" POND_B i-I , , , � I E5 CD C) � -1 I I . , I "" 0 Lr_ �- Z < Ld // / / I 9-11 11 i ; I / I ", I _1`11" V�l \ ! - --- -_ _ � I I r , , tp-, Ld I "a, o � I �11 - 1�`1.1? I", ,,�, . , w. _' z � i - I w U 1. . .1 1; , �� 14. I? , \ \ � I EX. 20 FT. U LITY ESMT, ��- 'i� _,�,:� /I � �1!111 '41\' DRAINAGE fLOW ................. >- ff :::) < C) :r , / I ", , I, ,I �n I ,� - j I I v (n 0 (n U) I I / `�`, 11 , j ! I � a , , _�, / /I ." if ., �. I . jj "..', I � " I CD I I � ky , � 11 I I '? 1, , f 11 I � I ui /,� L �,, - "-/,"�.-i, , ,!, , A , I � , \ D.B. 762 , 741 � 'Ili, / /,�t EXIM -GRADE ................ ----- - - -- __;,60 __ ?-- - RE � '1_ � .. . f / �,__` , ,� I 11 i r, � � I I I ", I lli_� I I I , I I I . '�" LAJ =) < .- , I . \. / I -i , �, \ " i v- (o � <� " , i / I , _. .1, � , , � I I , PROPOSED GRADE .............. ��) 0 1 ,:,,,' j / 11 I �.�-"� . � I *__�� .9 ! * 1. � . 4, / - -, , "I' I ; , - L I i / '\ I � � , "r, 1 \ - ,-,-- !N, _ �01` , 1-1 � i ! � , - /1,11 m f2 0(3 , y / �, ) fu 'i I., , I , " - 11, ; *, ;-��, . . , , "I I 1� .. r I , " "' , L - 11, - _j � I z 0 � I I , ., '. 1, -11 __ r ` ; 3 I ": N, - I - I - A- I � ck� of: I" , I , I! � I I . '\ -, I I., : I I N11 4 �_ 16" PROPOSED EASEMENT A& .......... (n , I I ! , . . , , , , , " - ': �; 11 / Ag ;1 � .R i - I � �:'� � V) - - � , � I I- -1 ... I (I , , '.1 LIJ .0 - - �� I; �� , 1. . lfl�, I \ -.1 1 -1 Z-1, 1, I , 10 , . / i - , - j I Lij I 1; , . , / .1� ".., i , � I : .'� � _�,, ", � , I - 11 . j g 1; . 1, I i .1.11'� I\ �,�, ,, _rl �11� i (I ,,,_,r � . a- (I:: �- CD " T � ,,� _� I ;1 .,' / I 1i / '�� I I I � L�,W_11 ip� �� i��"21,11 I� .. -11 � I I "_ . 1, -SILT-FM ............. — SF —SF- 6��, , I - , j 1� PROPOSED � 1 -, 'Yli� ��' C) . .., ; , - I , I '. I . t 1� ,� ��W�� ilz' I - i C� �,J' .. ,I � C) I � , , , I �, ` � / ,. � , f ; % 'R! ; I , ..� ��W�� , -, _; 3 0 / -1 I , ; � j � I �.�.� �� " 11 � "-Y � . I / � .-,��, � _ , OR4ph W SO4L � F I - ,,� I < m 0 m - � I . ',�,; 11, .. 1,�. 1 154.5� 1 / , 1, �'Ii� I � i"� ��%'_-�,'w., �, ,,,,, 1_,�', I � ,", , I I � � - �, " I , I 1. I �', I I I .......... , , 'I / " , , 1 , * , "I'll .i , 'r , . .11 , I IRE PWTEC" � 11-11 ! . . I , __ � " _11- - 11 I , '," ,��,`�`,, ,,,,*�.,,�,-_3��, r_v � ',: �, :Z� � __ -, - � . ... 0 ? /'\ : -, , � �_ �.,W ",", TO - _j , , ��, I . . . 1 1 1 ", , "", , __ , - 75 0 30 60 . -1 9 I , , . . � �� - ,, __ I - ��"; 0 � , � I ., i I J/� f 1 , I , ,,; 11 " ; A .� . �','�� , , ''. � :..: _;.� I :. �1�1 '! .i I a 11) , � I 11 , I , . -1 I I I I I � I i w (2) D ig ,� , i I ,�, I ") I " ; / , l x 1� (D W_,,� /�,,/ ", I , �' , I ", -,V`�' .." - " � ,),\ eL� // , , I / , (B .1 ,:, / f i / I ". ; i �r',_ ., � � � 1. / �,, " � I e I � ". I , i 1i I , I I :11�1, " , I / C*4 1 � , I . I " . I 11 I "I I 1�1_:, ,..! ,,, * a m, " 0 1 : � , I I ; LIMITS Of DISTURBW ............. 9=1 �'N`� 1,M'm `;,'t� m, I I � �' . � I � "I ,.,�� FEET e I/ " / / f, - Ld to I "I i I :1 " � ,./ I. 41111 I I I I 11 11 � I . f, ! 11 I . � . . "' "I, ( IN ) , . y z ;,'� ` i . - , 0 6 , � 1� '� I 11� L -, � ,;. . / I I I \ " , ,�. � , , ", , _i; -11 ,�� I I , ,I I lt� I I I I � , I / :.� � / 1, _�` i : ,�1_11 % I I , t I f 11 , " 1 z c � 11 I I -, � �IiI - / I inch = JO ft. � 1�. 1 � I 1, i . . z M . I , - '' 1 :Lll :,� � �:. . 0 3�: LLJ : - le", : , :�,, / , , ` , ! - " - DRAINAGE DMDE .................. �" , V) I � %I 1_1 / � I , - �, (-) - -.--. 1 - I '* ... . � - L,J U) - i " 8 (") C-4 - _11 ,- I , I. I I ;� , I_ . 0 C4 - -, __1 i , I, � _ r � 11 . z LEJ - . I , I C) n C) LL_ or . , �,i 5 I I I . - e<�, t / OX° U ,0�� v� LANDSCAPING SUMMARY LANDSCAPED AREA REQUIRED - - - - - - - - - - - - - - - - - - - - - - - 31,355 SO. FT. (15% OF 209,035 SQ. FT.) LANDSCAPED AREA PROVIDED - - - - - - - - - - - - - - - - - - - - - - 57,118 SO. FT. PARKING AREA TREES REQUIRED - • - ... - - .... -- 42 EACH ( 1/2000 SO. FT. PARKING) INTERIOR PARKING AREA TREES REQUIRED - - - • - - - - - - - - -- 24 EACH (1/10 SPACES) TOTAL TREES REQUIRED - - - - - - - - - - - - - - - - - - -- 66 EACH — 66 PROVIDED BUFFER TREES REQUIRED- - - - - - - - - - - - - - - • - - - - - - - - - - 300 TREES (3/10 LF OF BUFFER, 1000 LF BUFFER) — 300 PROVIDED DISTURBED AREA ------------------------------ 4.80 ACRES ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per oc. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per cc. Permanent seeding will occur as the final phase of construction \ Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per oc. (May through September) 60 Ib Annual Rye or ac (October through April) P ' 450 lbs. 10-20-20 Fertilizer per ac. r r ' In r� !� l 'l%/fj �pF�c�n 2 tons agricultural limestone per ac 2 tons straw mulch per ac. B >> Seeded areas to be watered and cared for as necessary to provide gross emergence. 4" SOLID OW \ !�/ , f ✓�//r F T 4" DASHED / �•/' f� / / \ \ �// l,/ / FF WHITE STRIF{I�l� / SIGN 9 � z • J \ � 20 1x I 'SIG A 4 S ACESII NCA�. UGHT XTURE I 119 mi PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE SPACING QUANTITY ACER RUBRUM RED MAPLE 2" CAL. ® 6" HIGH AS SHOWN 29 QUERCUS PALUSTRIS PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 29 ILEX CRENATA "HETZ//" HETZ HOLL Y 3 GAL. CONTAINER 3' ON CENTER 90 LANDSCAPE SCREEN PLANTING SCHEDULE RED CEDAR OR LENGTH OF SCREEN 1000 FT WEASTERN LEnMO CYRE5S TREES REQUIRED, 3/10 Fr= 3001/3 DECIDUOUS = 100 RED MAPLE OR 2/3 EVERGREEN = 200 LITRE LEAF LINDEN (20" CAUPER) PROVIDE: M IEYIAND CYPRESS 10 EASTERN RED CEDER 50 RED MAPLE Z O' CALIPER 50 UTI`LE LEAF LINDEN 20' CMPER LANDSCAPE SCREEN REQUIRED,%/ CATEGORY »B" ZONING BUFFER WITH LANDSCAPE SCREENING 40' 10' 10' 10' 10' 2' 1 3' , 3' , 2' 3' , 2, 2' 1 3' 2, 3'_ 1.3'1 ?' _ 3' 2' 2' 3' W I AW I I AAU I I Ab P- 6' OPAOUE FENCE R0111RE9 AS 5H0WN ON PLAN 6 FT. OPAQUE BOARD FENCE. 360 FT. OF CATEGORY "B" BUFFER FULL SCREEN REQUIRED SET 3 FT. OFF CURB W/ 72 LEYLAND CEDER, 36 RED MAPLE OR LITTLE LEAF LINDEN, AND 360 FT. OF FENCE (SEE DETAIL) I 4 Sr C ES, I r 7 , r Q xi /rc C <v l v 4t,� oU it, O N (,) MW Q� v 2 Q- �o �---6 FT. OPAQUE BOARD FENCE. GRAPH/C.SCALF 30 15 0 J0 60 ( IN FEET J 1 inch = 30 ft. W J co W Z � z 0 NIq W U) a �Zfr- Q O o wd- WOw Z © QcrO FEZ UO 0Ld6 � r a �o wow W , W d , L, o U o a�°wwo0 M � OpMO� N N N O +� N 1 1 jD .2�) aCO(O U I 'E co :3 a .' 400 O �jo0 0PO4 T.a�-+ O U U LL C!1 m Chi cl � a � 0 " 0 -4-d o � m a, 0 0 y 4-r d N O N to o O 0 ON N C 00 °) v� s~ 9 co 00 a Poo :2 •� hD •() wLO O X - = LZ a- z g Z o °- J V 0 Z w g W 0 Z C� Z C3 s Z Q UJ V W WY U =Z a 0 CL O 0 Nw 2 V) Lr O t ,_ U) V W m �- O > ooZ w > WO LLJ -' LA )-- >-- � D Q Z v w a: z z a V) o V) U) 0 a $2 Q U SQ � M LIJMW o5 ww � � Of o 1 N CU Q N W Z z 0 Z� 0 0 0 E r 755 to ��zPROPOSED t t q SHOP PING CENTER _j to"R 750 Cld + CL -V)O- r-, en W to 745 ----- -------- -- SLOPE -.00 6' $ 3+60 PIPE! A J N", f 71' SLOPE 1.05% 72.64' , i ? 1 DLA 6in.PVCSOM. 730 7.30- 0+00 0+60 1+20 1+80 2+40 3+00 PROPOSED PRIVATE SANITARY SEWER LATERAL AT LOT 5 y 7M ------- - --------- PROPOSED GRADE U i- T EXISTING GR�UND 755 EXISTING 8 i WATER; MAIN PVCLOPE �% 8 P SDR SLOPE I 00 LEN 116) J 750 P, co 745 t + C:) cc re Ck: 0:: 745 6j in 0+00 0+50 1+00 PROPOSED SANITARY SEWEJ? CROSSING WARRIOR DR. 740 4+20 4+80 5+40 GRAPHIC ,SCALE' 40' 20' or 40' 80, 1 P-M I I I I I INCH = 40 ft. HORIZ I INCH = 4 ft. VEFT METEA BOX and COVER METER STIE METER BOX METER BOX COVER is in. M Non--fraffic 6t=-PW Tlalric A32t*i in, Diallon-Traffic Non-Traffic MC -30 (Frarne) WITH RML-1-T (top tip yraft MC50 (Frame) WITH FIML-12-T (Top Lid) VARIES TO PROPERTY LINE I F FORD M30 (PRAME) WITH RML-12-T (TOP LID) met be. .11= t treated 71x 4* vAh too a' painted Bice N. l fr it / Cast iron 1101,1014 cap wish brass plug must be Ir firem the top of the screw We adjustable box , �,02YMO,_, 2* SCH 80 PVC firlishad SCREW TYPE MIRCAP TF �71__=_ meler by F. SA square pad -20'. 21 SCH 80 PVC MIT, 20-it 6' deep 2* MVICE SADDLE 2' STOP X FEMALE SOLVENT WELD COUPLING surrounding cast iron clearlout cap wlal brass; CORP. e VALCO, Ine plug having a courtssunkstluam FTP / P) ' DIA X 30* 24DEEP Fig. No. 71800- hood Parana Klodal PA4SV-GSK (41 COUPLING POLY Ci with lid marked SEWER'SEWER'son MASTIC METER BOX 21 - cleanort pipe 2' SCH 80 PVC 1z better- section of box MIP/ Pi brisk base Ling CDUP son 35 spir by is BEDDING saddle vvr',h O.a SDR 35 dta5w bell a MATERIAL co`p ... qwtketed bell wye AS PER F.C.SA. SPECS. ............. ... ... sit 1 sanitary I- now, •SM 35 liasketed beR 4Sb-d WATER MAINSai 80 PVC Opposite Side sawer main SOR 2t 2' SCH BD PVC MIP SOLVENT WELD 90' V CTS PrAyethyRenei I-couping 2' CIS POLYET11YLENE 2. BALL VALVE X FEMALE SOLVENT BEND WIT WEEP (PET) 200 pins`LN SS -sorts (PJX FIP) C14 44 TUBING (PET) 200 PSI CURB STOP WITH WELD COUPLING HOF at all mrinections with SS Insert W1 SS INSERTS AT ALL W1 r GATE VALVE MipplasticPiog same Side• CONNECTIONS OPERATING NUT 6stone bedding COPPERSETTIER NOTE:V top of sewer mein is greeter than I&rki Mtn, site opposite Side Same Side then wye and bend to be heavy WWI SOR35. SIRNW4- V81IC72.18WD 44 44-84 VINIC824OWD 4444-94 �V,1* V8HC72-l9yVD-4444-a4 VBHC82-18WO4444-84 1. VElHC74-16WO44-"B4 - NIA - BLOW -OFF ASSEMBLY FIGURE 9 INSTALLATION NOTES, I Exect location of molar bex assembly to be approved pro loingallaJaM 2.Water service crossingstrem a) 51case in T diameter SCH40 PVC or SOR21 pipe, The piping malt nn kcm one nod lreyo 0 side.Wacross are street, to one too berand SdtavOlk. hi install 12 gouge insulated copper wke (for line tracing) from MP- SUIP 10 iftl0ftmeter box (AffAP%iiMW0unrf cap slop; Wife to be taped to top Of PET at 10 Loot injerVaIS: Come Up JWO Meter box aid temnit'Oe kNd Wth angle bag valij. 5/8'x3/4'. 3/4' & I* METER INSTALLATION (4 FOOT COVER) Figures SEWER CLEANOUT Figure 16 kfil * SOW backfill 3e note) 1 12 O.D. 81 CONCRETE ARCH gon (sce .010) 8oloct baddil s note) STANDARD gonevalbackfill elect backlil note) CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM DMO maximum derisiy, TRENCH & BEDDING Figure I trench width T. asrequired OR 6! diaL oaQdU% 40 81681 pipe filledwim concrete 3 Ondpanted volove -A V 00 �uo concrete thrust block BOLLARD DETAIL dkocfio.otsc'AinCt.beapproved pea toa,s L-&on as required -1 rC0oCat-Pad l'-Vsq6'deep 4'f: stone to be trinimurn Of G slave top of base FIRE HYDRANT ASSEMBLY Figure 8 screw Yoe atAust.bils vaW box mechanical ioint SYAI*l fee with O'bran h _j L V) 0 U5 V) LLJ I I 0 ,V A _j < Uj Z IX 2 W..t 0� 0 LWJ �i 0 QED l- U) z in - 0 U.] 0 " wow 0 O l_ w W Uj 0 a C: 0 00f IN 0 CT) V) to C'I (0 4-) 4 0 V) - E 1 .- 1::14 *06 of QD) �-_ 0 0 >- -, t �t Cdin to In U) Cd 0) Z -r- 0 0 E W U) Ld Q) VElHH77-I5BH(_ll77 r custom setter by FCSA) r� (mete, V) cast in standard flat top door, centeredfor4,r top ((see;� rioto varies Zax. I'd U) stproportyline flnist'led gracke corimteparl 4 (San We 2) 1,6.q. x 5doe �q ? a co X tiser section for 4' z CIS Powunyiene go 200 diamee-anhole 0 tubing (PET) psi with cutouts V Fm Fog C) t- w-, all wl GS inserts at all 4' stow na 0 X -t-� 0 scrow type Z� Lo adjustsblo�?wsbox 36.1n. wan saddle wan location marker IT Ci 0 corporation step ,.,a. step 0 water main wel, main solid Supped Mocks Leman r' // .4 under ciaorn sells, 6'sfem bedding alugs ball valve curb stop with PJ both -.01381.9 . 4mb 0 0'a) c-4 ." .- I DO re) (CTS) ends JB44777 SS Inser[s]: with Z' aril 1 &4 U, �.r 5 (7) 1 gam valve oporating nut - - 4 DO 6. NOTES: Q) CD 000 1. Access, door shag be by Halliday Products or our approved equal; i8rto24' a)innon_t, 81x 8N to, solid block toZ ell (tor valves t r and larger) (,0 2. Water service crossing street: W I t7 0 O a) Encased in S'llkamater SCH40 PVC or SDR21 pipe. The pipog shelf run from " loot beyond sidewalk, across, sheet.to one Toot beyond sidewalk. Note: this detall is also CUTOUT DETAIL b) Install 12 gauge Insulated copperwins (for law tracing) used for bunledfly val- from corp. stop to into the motor box I map wins around llyplap corp. stop; wino to be tapod to top of PET at 10 be! intorvals; come up into meter box and lemninatis Level Kith Angie ball valvel. I Ir and 2' METER INSTALLATION Figure a GATE VALVE Figure 7 top of manhole at grade in pavement areas unless otherwise dinscield (top shall be sat 24' min. above, grade in cosermant areas) square skid pad S' 3/4'. 2'butyl - ;ant sealant 314'contrelo anchor bolts (4 each) 3T mall. adjustment rings (11 max.) concrete ASIMC-150- 4000 psi or 16' (tvP.) waterproof coating 1'ronmaisize FrV30 buy CS-55byc;o-soal k sealantJeri applied botivorin Joints and on 0.1orior side of joints Joints we to be sealed with'O' ring gasket - vtliablo LO. pipe to manholo connection to be by flexible shave, irr"t Channel to provido a rimi. smooth transition in to col.- 4'-W max. for all connections z max. elov, as or top of bona wail precast Invert samegrout boricm to form as -to] 012 top of pipe 6- bedding stono NOTES: i. Manhole sections she# have an external coaling Of approved Polymer film water proofing prior to instillation. 2 " adjustment elevation emcads two inches use concrete adusariont rings with a "tenor costing of water proofing. 3. Final slope adjustment of manhole Time may be by shim and nooshnnk grout. 4. Skid pad to be Placed around manholes located in shoulders of roads- 5. Fiat top casting shad be used on shallow mariholo (4 It or loss) installations. STANDARD MANHOLE Flquroll 75011--,- -,- F-yisTNG cR6uND 755 Q PROPOSED GRADE Q) PROPOSED IGRADE f4O 745 or f L PW 750 6� I SDR2i WATER WA $TA- 5+68.49 STAI 6+ZZ.55to ............... 14*w M6 1�87W-CROSS W40 t �2-6' "GATE kff ........... .. 7.48 8'i(45' -4 7 8, PLUG ER 18 P VC SOR21 WATER BEN6 RBIOVE U. PLUG 1.5' MIN 1-8* TtLE CLEAR 7TERWA1 R2SD A13Vq,CLW - ------ - 2-8.-047E VALVE__745 C* U-' IS AON CLIEAR STA- 0+96.50 I I-81W TEE, STA- Z+22.22 i 4+92.30! 1-8*X6* TEE 1-2* SERVICESTA- ............. J 1-15". GATE VALVL�Ff 735 -------------- -STA- - I+t3-.-,%- -1 t+09.07 1-8V2 112- BEND r I -FH ASSEMBLESTA- 740 STA. 0+90.25 U1 -8x6"nT j ,1.5' MIN CLEAR 11? W. -J ------- 735 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 PROPOSED WATER LINE 0+00 0+50 1+00 PROPOSED WATER LINE 2 SDR 35 spigot SM 35 spigot by try Dnkl&d SDR 21 gaskoled ,16 bell "band bell adaptor (see note) T SDR 35 8*x4' gwietod bel wyls (son note) SDR 21 ,V pipe at 2.OD% minimum grade cloncrolo anon H top of main " greater than 16' deep GRAVITY SEWER SERVICE LATERAL Figure 14 SCH 40 Solvent - weld cop property Me 36'min. cover treated 214'Wth - op 9* painted green Note: If top of main Is greater than IS ft doop use heavy wall SOR 35 W LJL 01111111,10 OF- g z PC OZ Z W AWA.&O LL. I I W1 Ljj Uj 0 z -M MZOW 9k CY W 0 W CL 0 F_ C) LJ 0 cr_ 0z n Lo C5 L0 C5 Lr) (:D W CD c> 0 z b V) < U3 LL_ :7 z Qf M 0 V) L'i UJ 0 LAJ 0 C:) z Lli W LLI _j E U 0 C) 0 > Ld F_ z LJ a - 7- Lij :�7 - Lj LAJ - I LLJ V) CD < CD < CD' < cl V) LLJ r) co r-) LLJ ch LAJ M QL'i z 0 can(/) tr 0M of co Of r-) 0 < 0 Call < n < C.) < 0 0 1 7) 0 1 C44 z 0 LLJ y 0 K) C\j 0 z V) LLJ < (h W _7E LLJ lid _j C*J 0 0 U II T- Ifi 1fI 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 PROPOSED STORM STR 1 - STR 7 i 755 i 750 I 740 1� 0+00 0+50 1+00 1+50 2+00 2+50 CULVERT 25, 28, 8, &9 ^ 1 755 ;EXISTING GRADE PROP GRADE $ J 750 _ s LEN 100 LEN 45 SLOPE 1 0��- s I 0.62% ..__. DIA 15m:RGP C45 _ SLOPE LEN 18 DIA 18in.RCP SLOPE 1.00% i ? DIA 15in.CPP i 745 00 II UN N a0 ; ! V 00 i ; ._ J dr< • d- �^ j i t i l J ; O , d 0 �„�i234 25 t d qQ 3 nO~�� i^� 1 C, 'c w ; ;2: cn cn 0+00 0+50 1+00 1+50 CULVERTS 43 - 45 BEN 62 2.69% 7 N _O UU 60 U C1 O J Z In e3•) a J ai 74 0 cis LO Qoa^,Z2Q j cc C,j r!� c � ti j rn C i ct- >~ q� �> tv,�ncxzZ� c,.,r✓ t 0+00 0+50 CULVERT 32 755 f v { 745 ^ CV C 11 ^ LEN 21 SLOPE_U0% o 014 15in.CPP 740' 0+00 FRO 755 4+00 0+00 0+50 1+00 CULVERT 18, 19 AND 20 EXISTING EXISTING " WATER 'MAIN Cl w�..fi9 SLOPE 0.60Z DW 15hRCP 0+50 1+00 CULVERT 11, AND 10 750 745 740 735 0+00 4+50 5+00 5+50 GRAPHIC SCALE 30' 15' 0' 30' 60' 1 INCH = 30 ft. HORY.. 7 INCH = 3 ft. PERT/CAL 0+00 0+50 1+00 CULVERT 24 0+50 1+00 1+50 CULVERTS 21 22 Q v,7 n 7" 7w 74 74 0+00 0+50 1+00 1+50 2+00 CULVERTS 40 - 42 0+00 0+50 1+00 1+50 CULVERT 26 AND 27 a EXISTING GRADE �N O N750 _ 0) / o{'zo w 755 v �OWW ! '(Z) PROP GRADE w a ^` w + o PROP GRADE �` � u; o w0 750 ---- - f EXISTING GRADE CN 1 (c! ^ EX. PIPE LEN 20 oza SLOPE 0.69% Q) Cr- 74 _ _. _ - --- -;DIA? 24in.CPP W z C31 ; LEN 1 I 745 SLOPE 0. 139 DIA 24rn CPP i _ _4 _. �c\ , 1 � 1 00 , 0 r, ^ I h 74 Cr pd o z Z O t + ter- ti.. F•... � � ^ cr 4 ; I cncnocZ�Z � ; 0+00 0+00 CULVERT 31 CULVERT 30 ^ V N O z U 0 0 cci ti O 0 N ©U O co o ? cca c» 0cr C-) V� ? I ro � t•• dr'�r"i0 750 -- - � O N c7i .F t~i>r irrZ EXISTING GRADE 74 740 ` C23 LEN 14 SLOPE 7.00% DIA 15in.CPP 0+00 CULVERT 23 O 1 � I } 750 0 0 0 o EXISTING Gh an LO I �t�� ✓'r l CL Eli ;F III I`I 74f I i � i I __ ..... _.._..._ ._..._._...__� _,.j PROP GRADE j 740 CL { j WZ Lq"'tcj O d z ,�, 0 c� �ri oo S a + �- Htz q• Ct Cr u,; O 1 0+00 0+50 PROPOSED STORM STR 29 -� R' GILNIA 7) Storm Inlet Summary J Y Str. No. Inv. In Inv. Out Top Elv. Type Throat --I 4, o 3 Z w Z M 1 737.30 737.10 744.40 DI-2C 8 z d� w Fn w 2 738.10 737.90 747.15 DI-2B 8 = 0 oN (n w 5 3 738.70 738.50 748.15 DI-28 8 W j o (r w w 4 739.62 739.62 -- TEE -- I i W 0 ( 5 740.18 739.98 747.50 DI-2C 6 0 �N �0 0 Pv v 0 6 742.87 740.87 747.40 DI-1 -- 0-- 0 7 -- 743.02 746.40 DI-313 6 8 742.82 742.72 750.00 DI-1 6 9 743.50 743.07 749.75 DI-3C 8 O •- M � 10 744.49 744.29 749.80 DI-3B 10 N N 11 -- 744.62 -- STUB -- +'-4 N O = N I I 12 739.60 739.40 746.00 DI-1 -- U cn •LED co 13 740.70 740.50 748.00 01-1 -- a 'c 13A 741.85 741.65 748.00 01-1 -- p.i . C�' a) .5 O O > It rr 14 742.70 742.50 748.90 DI-1 -- 0VW4 N y vv 15 744.70 744.50 750.50 DI-1 -- v Z a 16 746.14 745.94 753.90 DI-38 6 O U c C) U_ 17 -- 746.65 -- ES-1 -- 0 n •� n 18 748.65 748.45 753.35 DI-3C 10 19 749.40 749.20 753.70 01-3B 10 cd 20 -- 749.60 -- STUB 21 738.64 738.4-4 743.50 DI-1 -- 22 -- 740.00 745.42 STD PIPE -- 23 -- 740.96 745.35 DI-1 24 -- 745.78 749.00 TEE WGR -- b rn 25 741.49 741.29 746.50 DI-1 -- Q a 26 743.43 743.23 749.75 DI-1 -- - 27 -- 744.12 750.25 DI-1 -- x 28 742.32 742.12 749.75 MH ao 29 74302 743.02 745.83 DI-3B 10 •" 1 w 0 30 -- 743.65 749.00 TEE WGR -- 'V 0 a m 31 -- 742.15 -- EXT -- Q' 0 32 -- 747.27 750.95 DI-38 8 o 33 - 744.60 -- FLUME -- O N LO r 40 745.07 744.97 747.86 0I-1 -- �+, cv O 41 745.75 745.65 750.00 01-38 8 0 N 42 -- 746.00 748.90 STD PIPE -- w % 000 43 748.02 747.82 751.25 DI-3B 8 ^� 44 749.21 749.01 752.89 DI-38 8 a) 0 N va 45 -- 749.40 752.65 DI-1 -- o 46 -- 746.27 749.20 DI-38 8 0Z" v p W `0'"a Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 737.10 737.00 22 36 0.44 CPP 2 737.90 737.30 134 30 0.45 CPP 3 738.50 738.10 58 24 0.69 CPP 4 739.62 738.70 154 24 0.60 CPP 5 739.98 739.62 60 24 0.60 CPP 6 740,87 740.18 114 24 0.60 CPP 7 743.02 742.87 31 24 0.49 CPP 8 742.72 742.32 80 24 0.50 CPP 9 743.07 742.82 29 24 X 18 0.84 RCEP 10 744.29 743.50 69 15 1.15 RCP 11 744.62 744.49 21 15 0.60 CPP 12 739.40 738.40 100 24 1.00 CPP 13 740.50 739.60 95 24 0.95 CPP 13A 741.65 740.70 95 24 1.00 CPP 14 742.50 740.70 160 24 1.12 CPP 15 744.50 742.70 99 18 1.81 CPP 16 745.94 744.70 124 18 1.00 CPP 17 746.65 746.14 50 18 1.00 CPP 18 748.45 748.25 29 18 0.70 CPP 19 749.20 748.65 70 18 0.79 RCP 20 749.60 749.40 20 15 1.01 CPP 21 738.44 738.02 38 18 1.10 CPP 22 740.00 738.64 123 18 1.10 CPP 23 740.96 740.00 14 15 7.03 CPP 24 745.78 744.70 108 15 1.00 CPP 25 741.29 741.10 39 24 0.50 CPP 26 743.23 742.32 91 15 1.00 CPP 27 744.12 743.43 69 15 1.00 CPP 28 742.12 741.49 125 24 0.50 CPP 30 743.65 740.00 46 15 8.00 CPP 31 742.15 741.93 11 24 2.01 CPP 32 747.27 745.60 62 15 2.69 RCP 33 744,60 744.10 10 0 5.00 FLUME 40 744.97 744.90 16 24 0.44 CPP 41 745.65 745.07 131 24 0.44 CPP 42 746.00 745.75 57 18 0.44 CPP 43 747.82 747.54 45 18 0.62 CPP 44 749.01 748.02 100 15 1.00 RCP 45 749.40 749.21 18 15 1.00 CPP 46 746.27 746.10 34 15 0.50 RCP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUNALTENT G ad' 755 f- U w .. a -� i ) W _ 5 G� Z s ZW' C9 U W WU I� OW t!� W El o� oz �,;cr 3 oMN�o .- O C� q Cr; z © O M Oy �¢��' pc 4 -U � O M E (fi Lij o750 w�W � EXISTING G E n 0 w- ed i O Z � nZ U ''^^ w 2 ,, 7 a_ Li V l V0 i 6 o Q V J N LIJ �, LU a o 0C46 745 i -- LEN -34; .._. Q z r- O s SLOPE 0.5070 D14 15in.RP U 2 00 0+00 o N CULVERT 46 S2 � Ld tD Z w ry _ 1041 •- Prune codominant leaders Prune rubbing or - cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket 75 -qJ W \�GiNlq.. Y p -i -1 Q Q 0 z N ¢(0 C, 2) r Uo �a'z - Eli K o U7 W , :2 wLN A- �CW Li O o N�n'W00 f\;Q d rn PROP GRADE % t} 1` F� I- ' i 1 I v_ � •. ; ! cm;a ` j� S ' y r- � � Cc ! 1 ' N (o d N O .o____.._.. _ , ______.._._- _.... _ ___ ___..... _ _�_ _ r! � I O -�- --t -.�.__..r....._-...___..p� � � ___ ..-_._....__...._....__ ,_,�._. _ O-____._._.___.»,_ ....E..__....._......»_... ___4*----_O. __.- __._._._._._ ._____. _..._....... . .... .r. _.__.____,._._ , __ ; w 43_ .'.____ ,__..______ _ __..._..».�_ _.. , ....._-- :_.......,.___._.._.�_..... _ +-7 N I I 745 _... _____.., I t + v } { ;_ _ , i f I(Z 0i� T'7 } I Z Z y r LO (o LL t w CA 1- I^ ZZ i .' �.� 44 T N> Z 1 r t .d f i ' } -�ti f V J'� l { ; I 1 S Z i i I rn: i 1 1 + 4 i f f ..� � a) _ + _ _ W 1-�I } �e� o j ! / ® U � O U w QQ> 1 /? 1.5 MIN CLEAR s ! ! I ° w to? ; i , -----. / i 17 4 w j _,..,....- , t / -, ;C } r ; I i E � r i i f 1 s 1 t _,._ r .- 740 _- _. _ _ i ��- 5 I i i ---� 16 �X i i � LAN EXISTING GRADE- ' i ! � ,+•. s �f �✓ CIS -=---- { i - `"£ i ; + LE ?24 SLOPE 1.00q N _ / ! i - EXISTING GROUND 15 + p I lx L?......u__. $ ! 1 ) +0 I DIA i8in.CPP ' rd •� __ ___.._ __._._ _ _ .. ______.._ _ »_._ ______.. _ ___ __ .._._._.--__ __._-._ _..__.____.____ ______... _. 745. f ._ _ w�_ -..� _:_- __.,.. �.._ _ .» .._ _�....c-_-'I_ _ _ _ 4 ._ I C1$ OUTLET PIP E �' I/ I l g9 I 1 P P / oo I i-----'; i ? f p 8in.0 LAN � / N 50 LE ;r\ I i l C13A SLOPE 0.80% Qx / I 65' ! i 1.81 % J r z I i J j I / - = } { LEN SLOPE i �- ei~ ,RY.N�GO 0 o . DIA _241a�CPF _._ 735 - _ _ .. _. _ i + i F i k g;�,.CP___.�»_._..__.._._.______.__._..,�.._._.____.__.__.__.,�__._________ _._.. -_.. _._ Q,� LEN 01A ;1 w_, _-_-._ r._-_--____.__ �. _ _ ..._.__ _ .__ __.. __�..... _, i� X m 1.00% i ! I I i s o 0 C12SLOPE o LEN 95 DIA 24iri.CPP s ! ; `� Ems'. o N Lr� L 0 l.0( i � •� i LY7 ` �..1 T-I N C� r i 1 f l i i -� 1 . i I O 4 � L-EN"i00 . __ .-,__.,_ ..i....._.,�..._..__..__., »._._._._..._. OfA .__.,_-..___. , �._..__._..-._._. _i.,__.___-....__..__.__�.._.._-._....._.-_,..._,_....__ ._. __._-__...._. t ? „��•, � s � - w i � o, LO ti �- , SLOPE 0.95% i i � ; ; � Do 1 ? 1.5 MIN IA 24iC1.CPP I z 1 ; t00 ? a > ' D ' co N a, v, o co o aJ + a 1- o CLEAR 1 I t i i ;1 LO SLOPE' 1.00q ; 1 I u� r. c cc c� i ww r co O - , r � t I I I ; ! w C)x 0+00 0+50 i i 1 LL0 Q L� a POND C OUTLET PIPE DO NOT prune terminal -- �-- leader or branch tips 1 / Widen and score hole wall Remove container and cut circling Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible 9 field grown Dig hole 2-3 times root boll width TREE PLANTER DETAIL no Scale a T APPROACH A-.T w�sAcwc AS MAI NNE /RADII$ TO K AS I ! I ROADWAY vIOWT+ aN oLAVSX � _ C t NSNgWN RA RA&A MAT ON BIAS Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3' mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Partially backfill, water to settle soil, finish backfilling Area for water drainage t CLASS A3 .�: •i. .i. •it EXPANSION XWT SECTION C-C kolr= WIDTH Ir 2•-Ir ( WAY(NE ROADWAY SHOWN ON TYPICAL SECTION. A„ J - PLAN VIEW COWSMXT GRADE CHNIGES WITH A PARABOLIC CURVE. ®WHEN THE EMTRANCE RADICAM NOT ACCOMMODATE AMTd'ATED K"T p PARIBQC CIRYE TINE itRNND RE NTS OF TIMCX 1RKfIC THE /H CDORII S1 VALX A cow RAMPS WITHIN 11E L or tW RAIFSNOMD K EDGE OF SHIOIAOER (f VAX.D NCREASED TO T'. OPTIONAL FLOW LAN[ -- '•'- 0 OP � T Z;ZP E ROADWAY -' -� - -- -"' - -••CONJ NCTXIN VODT PPDXCTEASE �H;N" - D FOLLOWING, NOTE THE FOLLOW SLOPE AD•NIN FOW STREET .�,,,� ^�•-r D * ►AYEtENT tt K CONSTRUCTED y MN. C WWCjI0 f p�thPE� To IA CAMEHCWML QpRiU FOAW R Y ACE 2V OE4RALE FOR COMAE PA/EIO(T WHR,SI C/A K QMRT TIED N ENTRANCE M ENTRANCE.) SECTION A - A ® waw CUP*Ae1A OR COTIDM CM GUIDELINES FOR GRADE CHANGE D BB�1EEYom TT+`'�E aw Tft E�PTH OR TIED REN.A"WNT PURPOSES. USED N W C7AAWTON N STANDARD ENTRANG[ ME FNI VOLUpE$IR.0 YA7o111I/ �CWGNEM STAMXARO,S ORC6 7T'OBE AORN3FACE MATTHE CURB CH 1 '[t0 t0 THE MOUNTABLE CURB COW ON. LION MORE THAN "00 VPOH O X 3 X root 0[SHCN THHp ME'" (s0o-H300 VPD) 53 X B IT STAN.0 TOO Kt WITMADARD DARD, LOW CUSS THAN SOD vPm s B X R X [iIRSE ,•K FLA ��To 0i Pr W" TO PBCOovot P=r DRAO+AGE ACROSS ENTRANCE. PETE /1 TqM OF CU R To NP LlL EWPfA�C41 �O' WATER. 5MCIFCATIONI METHOD OF TREATMENT- RUCKHCE CONNECTION FOR STREET INTERSECTIONS w2 AND COMMERCIAL ENTRANCES REV.TA01 VMS" DEPMtTKNT Or TRANSPORTATION 73 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 CULVERTS 12 - 17 W ' �� CROSSWALX 1_ 3c rIWL r� a CLOG 4 VAM T HIGHER "UR' AT 3[XK .SAME AS TOP OF CURD i. � CROSSWALK �• c e TYPICAL PLACEMENT AT INTERSECTION �=- WITH BUFFER STRIP 4 --r. Ar WHERE stD.cc•3 CC-7 IS USED. s' r o r-o STD. CO.2 STD CC-2 �i" .R 46+t MAX. OR CG•3 A ALTERATIONS 2o, I s t .• NAM. .•O" Y NM, 4- �.� ....,......:......•.. •. T ERMSSWIE t oO TM 'OAT ,bra : SECTION A -A 8 B TINS t'OYDNED IPIRALtEL A 1PERF IDICUL Mt OEM FOR ALTMATOTS CAN K USW WIN `, ADJOINING DUFFER STRIP. LANt AT BOTTOM OF t" stop" SAES tRTN W X EV'4M OREWS00Nf. THE SHORT PERPENDICULAR RUN TO THE STREET CAR RE PROTECTED BY A tAIDSCMEO °j• SETBACX OR CONNECTED To THE SMYALK WTN A WARPED SLWFACE. t � RIM' FLOOR t0 K CLASS A-3 00"C RETIE (CLASS A•4 r PRECAS0 WITH SLIP RESISTANT NTETRAL ��JJ DETECTABLE WA*04 SURFACE COYWR: THE EMNE MOTH OF THE RAP FLOOR OtNi► FLOOR MAY BE -+E-� PRECAST OR CAST N PLACE). THE DETECTABLE WAMRNC SNAIL BE PROVIDED DT AM EXPOSED ACWCATE IVISN. RAW SHALL NOT EXCEED A MAYARM SLOPE OF't21t. A SLOOIC GOES OF CRe RAP MAY K POURED MOOtTTWALLY WIN RAW FLOOR OR BY USNG PCRMSSW CONSTRICTION JOINT INN RCOUPED MISS:. TANGENT PLAN Or RAW FLOOR 1s PRECAST, HOLES MAST K PROVIDED took oOeEL MISS so THAT ADJOIWD FLATTED SEES LIMITS OF EXPOSED AGGREGATE SIDEWALK CAN DE CAST N PLACE AFTER PLAMMEMT Or PRECAST RAMP FLOOR. PRECAST CONCRETE SIALL BE CLASS A-4. REOJRED IDES BARS ARE To BE MD. S X B" PLACED T CENTER TO COTTER ALONC BOTH SOr TIE RAP FLOOR, MMD-OElt1N or RAP FLOOR. Town Commit Coym NA-. Ws OOWELS. B• CURB RATS WILL K MEASURED 00 PAD root AT THE CONTRICt URi PRAMS FOR WORARJC CEMENT LONG 0 12- C-C CONCRETE SCENAXI AND EXPOSED ACCRMATE SAEYALK.COWLETE41(•PLIKC. f SLOPE all Cowsromic" JONI CUIB/CU B AM SUITER SLOPE TRANSITIONS ADUCENT to TO CUM RAGS ARE NCLUOED N PAYMENT ran CUM10" AM GUTTER. NEM OSEO N COMAIICTIOM WITH ST04DAtp CC-3 OR CC-T, THE CURB FACE ON INS StMOAtO IS . • . - _ t0 K ADJUSTED TO MATCH M MOUNTARE CUM AM CO FIGUUUTIOt CURB RAPS ME TO K LOCATEO AS SHOWN ON THE KANS OR AS OPEC TO DT THE EHNCIM SECTION 8-6 THEY ARE TO K PROVIDED AT NTERSECTFINS WHENEVER AM ACCESSABL.0 ROUTE Bit WIMN THE RXGNT OF K ACCESSIBLE RppO,,M� IS DEFIED AS A CONTINUOUS WAY OF A HIGHWAY FICR.ITY CROSSES A CURB K04VLEU O' WHETHER S EWALI 6 EXTSTNa. P�sCON CONNECTING ALI. ACCESSIBLE�E SLIP SS OF A OR AS dRECtT POOPOSM on '�THE �TEE�XTR AM SHOULD Not BE LOCATED BDOo VINOC.E STOP UE9S. ON PLANS FACENT♦ THAT CAN K APPROKNED.ENtERED AO E»STNG LIGHT POLES.FRE HYDRANTS. DROP OE METC WILL. ALSO AETECT PLACEMENT. OSUD BY PERSONS WIT" MOMMET IPANAENTS. 7ADT COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) 502 2p].07 VRCFM DEPARTMENT Ot TR NWMTAYM M NOTES- 1. TTS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO K CLASS A3 IF CAST N PLACE, 4000 ft IF PRECAST. 3. COMMHAT04 CPI; ♦ COTTER HAVING A RADIUS or 300 FCCT OR LESS {ALONG FACE OF CURIE SWLL KK PAID FOR AS RAGAPID . CO~TIOH CU6 4• FOR USE WIH STABR17Eq D y �'MRN PT KBOTT _.._-_ PARALLEL NO To H OF THE PAVEACMT. S. THIS CURB LAY BE USED, WHEN DESON SPEED IS 40 NPN OR LESS ON RURAL. NOWAY$ AD AS MPH oR It LESS N DEVELCM URBAN R SUBURBAN AREAS. IF THESE DES)CH SPEEDS ARE EXCEEDED STANDARD CG-7 IS HEOURM sr T•t" D. . D y D D « D. THE BOTTOM OF THE CURB AND PAIWEL'ATO T SLOP OF SUBBASE COURSES PROVIDED A LMSWAW DEPTH OF r XS M/NTARED. AH`1t1&rxWfif CO MM-1OT REFERENCECOMBINATION 6" CURB & GUTTER 501 VNCiEA OEPAATNQAT OF TRA/SPORTATON 2OLO3 GRAPHIC SCALE 30' 15, O' 30' 60' I INCH = 30 ft. HORIZ. 1 INCH = 3 ft. !VERTICAL DETENTION POND POND POND PONDC TEMPORARY SEDIMENT TRAP POND A POND B POND C EMERGENCY OVERFLOW ELEV -A NIA 746.10 743.55 TOP OF EMBANKMENT - B 751,50 747.10 744.55 WIDTH OF TOP OF EMBANKMENT (MINIMUM} B1 8.00 8.00 8.00 EMBANKMENT SIDE SLOPES ( FEET HORIZONTAL TO I FOOT VERTICAL} B3 3.00 3.00 3.00 RIP RAP VOLUME CL At (C.Y.) - C NIA 21 32 DISCHARGE PIPE DIAMETER (IN) - D 18 18 24 DISCHARGE PIPE INV. OUT - E 745.71 738.02 736.00 DISCHARGE PIPE LENGTH (FT) - F 57 161 50 DISCHARGE PIPE SLOPE (P/P) - G 0.500/0 1.10010 0.80% DISCHARGE PIPE INV. IN - H 746.00 740.00 736.40 DISCHARGE PIPE TYPE - H2 CPP CPP CPP RCP STAND PIPE OUTLET STRUCTURE TYPE -1 4 FT DIA 4 FT DIA 4 FT DIA OUTLET STRUCTURE TOP -J 748.90 744.40 741.05 OUTLET STRUCTURE WQ ORIFICE DIAMETER ON) - K 5 12 19 OUTLET STRUCTURE ORIFICE INVERT - L 746.00 740.00 736.40 TWO YEAR STORM ELEV - M 748.33 744.40 741.04 TEN YEAR STORM ELEV - ry 749.07 745.62 742.79 100 YEAR STORM ELEV - 0 749.47 746.07 743.55 CLAY CORE TOP - P 749.07 745A 0 742.55 ANTI -SEEP COLLAR DIMENSION (IN) - Q NONE NONE NONE EMERGENCY OVERFLOW WEIR LENGTH (FT) - R NIA 20 30 TRASH RACKS (TR) REOUIRED YES I NO YES YES YES ANTI VORTEX DEVEICE READ. (YESINO) NO NO NO BARREL LENGTH IN SATURATED ZONE L (FEET) 18 27 28 DESIGN FLOW 1N EMERGENCY SPILLWAY 0 1223 51.37 OUTLET PROTECTION Q10 (ds) NIA 14 36 DIAMETER ON) NIA 18 24 WIDTH (FT) NIA 14 24 LENGTH (FT) NTA 12 22 DEPTH (FT) NIA 1.8 1.8 RIPRAP CLASS NIA Al Al TOP OF ELEV. EMERGENCY OVERF ELEV. (A) EMBANKMENT SIDE SLOPE HORIZONTAL (B3) TO 1 VERTICAL WIDTH OF TOP OF EMBANKMENT (B1) ---- 41--- EMBANKMENT SIDE SLOPE 1 VERTICAL V.D.O.T CLASS - A 1 RIPRAP (C) / W / n � / Z3 j 19 w w ✓ ✓ ✓ (F) pVA�OPE �C) CREME Cvoo ✓ 0000N CLAY CORE TOP AT ELEV. = (P) �L BEDDING g2 SET DISCHARGE PIPE INVERT IN = (H) BRA SEDIMENT BASIN AND DETENTION POND OUTLET DETAIL not to scale v? q R Concrete Cradle for 190 feet EMERGENCY OVERFLOW WEIR SECTION NOT TO SCALE BERM TOP ELEV. = B ACCESS TO STAND PIPE IS THROUGH TOP OF STRUCTURE 100 YEAR WATER SURFACE ELEV. = (0) 10 YEAR WATER SURFACE ELEV. = (N) 2 YEAR WATER SURFACE ELEV. = (M) PROVIDE 60 FOOT LONG DEWATERING DEVICE. SEE DETAIL THIS WILL BE AT THE WQ ORIFACE. OF THE STAND PIPE FOR SEDIMENT BASINS REMOVE FOLLOWING SITE STABILIZATION -WQ ORIFICE DIAMETER = (K) INVERT AT ELEV. = (L) FTT WITH DEWATERING PIPE DURING CONSTRUCTION} REMOVE DEWATERING PIPE FOLLOWING SITE STABILIZATION -PROVIDE CAGE FOLLOWING S17E STABILIZATION TO PROTECT ORIFICE. SEE DETAIL PROVIDE CONCRETE AN71FLOTATION BASE AS REQD 7 DIA. 1.0 FT THICK, STAND PIPE 0.5 FT INTO BASE NOTE: EMBANKMENT TO BE PLACED AND COMPACTED IN 8" LIFTS. NO TOPSOIL, ORGANICS, OR STONES GREATER THAN 6" DIAMETER SHALL BE USED. MATERIAL SHALL BE COMPACTED TO 959 OF MAXIMUM DENSITY AT PLUS OR MINUS 2% OPTIMUM MOISTURE. CLAY CORE TO EXTEND 5 FEET BEYOND ENDS OF EMBANKMENT, AND 2 FEET BELOW EXISTING GRADE. THE TOP OF THE CORE SHALL BE AT ELEV. = (P). DEPTH OF CORE TRENCH IS GENERAL, ACTUAL REQUIRED DEPTH SHOULD BE DETERMINED BY SOILS SPECIALIST AT THE 71ME OF CONSTRUCTION. MAXIMUM SIDE SLOPE IS 1: 1. CLAY CORE MATERIAL SHALL MEET THE FOLLOWING: UNIFIED CLASSIFICATION: SM, SC, ML, MH, CL OR CH. PARTCAL SIZE: 95% PASSING 112" SIEVE. EMERGENCY OVERFLOW ELEV. = A Ln Z w _� Z L_ 0 ry C} Lil Q En �' Cn U) W Q W J LJL V g ow-_ C as LJ 4 f M V 0 U O W W0. t•- U W 0 Q' 0- 04 0 Z W F- 0 Lli � >W } O 1 �- D <C Z U _T7 (n 0 Cn (n 00 z0 Q 0) U **,� J Q U 0 Z 1 tV z LJ y 0 tD z 05 W Iy = J C4 0 0 0 E r"