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HomeMy WebLinkAbout28-05 Frederick Cty. Animal Shelter - Animal Shelter - Stonewall - Backfile (2)CONSTRUCTION NOTES 50Ink 19PJAI 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 Auth+onty 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 contractor's respponsibility. The contractor shall notify oll 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. 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. FREDERICK 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 shalll 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. EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to 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 as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the 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: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, 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, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia 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 at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 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 lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 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. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hackman Vicinity Map Scale 1`- 1000" APRIL 14, 2005 gilbert w. Cliffordassociates & a division of Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 PH + T 540.667.2139 F 540.665.0493 RESPONSIBLE LAND NAME: CERTIFICATION DATE: DISTURBER: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX I COVE -IF SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 SITE LIGHTING & LANDSCAPING PLAN 5 UTILITY DETAILS AND PROFILES 6 MISCELLANEOUS DETAILS OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Date Date Date OWNER/DEVELOPER FREDERICK COUNTY CONTACT: ED STRAWSNYDER 107 N. KENT STREET WINCHESTER, VA 22601 PH # 540-665-5643 FIRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all corners of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local low enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. INAL Approved by Frederick County Zoning Administrator �jt Site Plan Approval Valid for 5 Years From Date Shown Hence ate i H Site Plan Valid for 2 Years From Date of F.C.S.A. Approval PsOF A. Mislowsky, r� O CERTIFICATE NO. - v 20674 y R ��oS� GIST ED NAL Sheet Number 1of 6 PROFESSION ENGINEER m - s GRATE (682.33) j 2� RIP RAP 19 a`�F J INV. (679.69) { GV G G RIM=680.19 INV.=675.34 �GLM ` .-._:-- :--ems+ .- ,w>� ...._..,w- �:.:, � •w -_ :.� :_�-n-w ._.,....-:� ,_-. r RIM=681.37 INV.=674.67oj� S ` `t 1 r l f fl ; t- I I� ! BEGIN ANIMAL � SHELTER i>t CONSTRUCTIO,'~� z CONC FLUME w CONC F ME n', 1 ` / t' `'° '`•.."`� •,.,........... ?r^.cs3�resrexn r,^ rr..utt�:ve7r_ �&� m..r 2m m �. .�. ,�„o." __, ^,,. '¢esmv,m:.•.^�'..aw� � x�c a-.a�m rm°.xres^.a «.._,..... .......�... ,-..,,...,,...,e--,.,....... V.,,..,,w--•^"". �` `* ✓ y CON0, CURB & GUTTER ? EX WA-4 (APPROX• LOCATI(NN) � � 8" ��/1.1 �I � .•» ~- %`� �� ��` .._.�.,.�...�..,. *�__._._.___•-..fie._._...__._ --•--•��t-^---7-°�".�`�'_'�r'.'""'_""...._.._.?�'_;......M-.._._....e�-------�'---�-�'Y:�� m..."--- _ �� �'' *�„� ..••-•-- `�._._,..,_... �......_.._. .ASPHALT ROADWAY....._ _ ! -_...m _.�...._�. _... .-_._.. ..._...... ..._._._. _....__._. ____. _.._._. _, _ ....�.-.._. ......_._. ._,....--�-,•.•_ ..._._-- .•._..' ' / / '^�`_,--._` anmcueaaa :., "� nc�w.ram +mn:sm ., ,�-ua rya I zc °xr,. .xm � rmxsro �a>xr.�xn s�.u.xm v-m.�.�s�sa <c.+=_rwms a+sars�a:*,w. ss+ewmsx zF^,eeae„.cas�� .a�,.rnvrs ter. zm n rn.. •.^,.. ��i0 ° � _ 1r E E J J EaE E E E---�-E E ° E E E INV.=677.45 �o; ( G ELEC. �0, EX. GAS SERVICE' P i �(APPROX. LOCATION) � (APPROX. LOCATION) It, �R_ -G G G G G- -G- I G G G G G G G G N 38012'47" E 903.44' riot, 1 �I IT} 20' SAN. ESM 1 f1 20' `1d 1 R ES T. � I � `Cl) 2 .00' I I 4 5 '-18" RCP CULVERTS @ 0.5% -L r I � I-- a SD'R- 21 SAN I A.T. r 0 II I 1 ! 20' WATER EASEMENT O M LL FIRE LANE FLAG POLE W/ a # 3 RAD. S W 1 1 /2 WATER METER SIGN / 2" WATER SERVICE M o 0 U ADOPTION Z n- Q I, 4 Q co W V- i j CONC FLUME DROP OFF o � 8" PVC MDR 21 W/L �M$ irr`A 'f� °8a ZW~�Z ! 0. CO 00 N ECG-6 PUBLIC spaces) G CG-6 BOLLARDS o W/ CH� F. m W i I I rr co �, 2 .00' 8' 8' 8' 9.0' 4 � wM=680.5� GG-6R N c�� V.=673.9 I CORE DRILL NEW I ERT/ PROVIDE KOR-N- AL " ADAPTER. INV IN=674.60 , MATCH BENCH E VAT ON c5 U c U J 4r�o 4 SPACES 6 SP ES o E i i CG 6R G R PROP 6" CONC FLUME SOR` ��`U CONE S/W - 18 1 ©�•QggN �1 ,p` X X X �qT-i �_r 2 FENCED 16 . 1' 46.6' r` ENCLOSURE X 10 4' 14 _ c;�� ! PARKING POLE MOUNTED HANDICAP PARKING J`'' i �, (10 Spaces) g CO SIGNS INSTALLED PER VIRGINIA FENCED 'Ar {;E <: I STATE CODE SECTION 36-99.11. ENCLOSURE X r /� t: �� ;;''`; INVrrt�J=676.41 C; I CONC S/W 10.3' 41� 75' SETBACK ! 20.00' 22 �, 20.00' FREDERICK COUNTY; ANIMAL SHELTER 10.3 j STAFF 13,369 SIF X i 5.19' PARKING u, (0 SPACES ca m CONC FLUME ! v 5.6 t X t 001. q I I } z 0 5.3' X Q0 ,�, I `.) -8 43.3' 4 72.3' ! JO CG-6R SALLY PORT1,015 LA N SF 8 ° 21 B FP Pp _..__..__ o , -. �D Y GONC DUMPSTER PAD V /6' HIGH OPAQUE ENCLOSURE ( SEE --ARCH ETECTS------ PLANS FOR BLOCK ENCLOSURE DETAILS) i i i I 19 8" SPLIT FACE BLOCK ENCLOSURE TO MATCH BLDG (6' HIGH) C4 9D �.1 W O 13,1R. G- -co - cJ <r �-'-- G------ {r -- r--- C-_..-.- G- G----. ---- G-----• ____ Cam._-. L. GAS SEI:VICE SINKHOLE SINKHOLE REMEDIATION BY CFFW 589.92' TO REAR PROPERTY LINE 8' CHAIN LINK FENCE BLACK POLY COATEDW/ BLACK POLES S 38°12'47" VV 2037.71'- PIN 54-A-36A FORT COLLIER GROUP, L.C. DB 768 PG 73 ZONING: MI USE: VACANT Lj CD <r L u' PROJECT SUMMARY TAX IDENTIFICATION NUMBER 54-A-36A EXISTING PARCEL AREA 11.78 ACRES DEVELOPED PARCEL AREA 3.9 ACRES ZONING M1 ADDRESS FORT COLLIER RD CURRENT USE VACANT PROPOSED USE ANIMAL SHELTER DISTURBED AREA 2.8 ACRES SETBACKS REQUIRED PROVIDED FRONT 75' 321.92' SIDE 25' 138.79' REAR 25' 589,92' PARKING 5' 80.19, BUILDING HEIGHT 35' (MAX.) 32'(+/-) GROUND FLOOR AREA 13,620 SQ.FT. NUMBER OF STORIES 1 FAR ALLOWED 1 FAR PROVIDED TOTAL WITH DETENTION CENTER=0.106 MINIMUM LANDSCAPED AREA 2.95 AC. (25%) LANDSCAPED AREA PROVIDED- 8.50 AC. (72.2%) PARKING REQUIRED PROVIDED CUSTOMER SPACES 11 18 HANDICAP SPACES 1 2 OFFICE SPACES 5 10 TOTAL SPACES PROVIDED 0 30 PARKING LANDSCAPING PAVEMENT AREA 18,259 S.F. PAVEMENT TREES REQUIRED 9 @ 1/2000 SQ, FT. PAVEMENT TREES PROVIDED 9 INTERIOR TREES REQUIRED 3 (1/10 SP) INTERIOR TREES PROVIDED 3 TOTAL TREES REQUIRED 12 TOTAL TREES PROVIDED 12 PARKING LOT LANDSCAPING REQ'D. 1413 SQ. FT. @ 5% PARKING LOT LANDSCAPING PROVIDED 3500 SQ.U.(+/-) @ 19% NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO IBC AND A117.1-98. 4, NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. & 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 PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 21B 10.NO OUTDOOR STORAGE PROPOSED. 11. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANTS DIE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF OMPACTID SUBGRADE THE [IRE MARSHALL. STANDARD PAVEMENT SECTION Not to Scale 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 304, USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS IBC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 13. PLEASE NOTE TABLE 602 TO DETERMINE IF FIRE RATING IS REQUIRED ON EXTERIOR WALL BASED ON THE CONSTRUCTION TYPE (SONE TYPES REQUIRE MIN, 30' FOR O RATING. NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ETC.) 14. ALL REQUIRED EGRESS DOORS SHALL BE ACCESSIBLE TO A MIN. EXTERIOR AREA FOR ASSISTED RESCUE, SECTION 1003.2.13.7.IBC WITH A FIRE RATING AND 1.5' SM12.5A 50% OF THE ENTRANCES SHALL BE ACCESSABLE. 3' BW5.0 - 6' VDOT 21 B r- WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale B.R.L_. � U � OZ Q. N ui C) (!) m z z o c) _� Q b O > V Q N o C) Z � �O a c_a 0 >- a) a) U U V) d j C M �- Cl) 0)Cw7 C� w (�LiJC Q t7 U N O J V C� CD w cwn cwn v 0 w+ � LJ LJ � O N cc: IJJ U U') Ln w > t� �_ CD LD w CL �: i- LL CDC) `L < Ix • rl CD Q U •L o a • L N L = ) r7 N Z C c17 N oa M y., n LL W FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire, hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND PROPOSED CURB & GUTTER • ............ • • - • • • • • • • •• PROPOSED CURB & REVERSE GUTTER • .. • • ..... • . • • • • • - •• TRANSITION BETWEEN REGULAR & REVERSE CURB • . • • . • • .. • • . • • - PROPOSED STANDARD PAVED AREA (8° 218/2° SM 12.5A) • • • • • • • • - ��� PROPOSED HEAVY DUTY PAVED AREA(8' 21B/3° BM-25.0/1.5' SM-12.5A) _ PROPOSED CONCRETE AREA ...................... ° s •' ':'7 ��: PROPOSED GRASS AREA .................. • • .. . PROPOSED EASEMENT AREA ••••••••••••••••••••••••-•- ZONING BOUNDARY • • • • • • ........................ • _ ZB UTILITY PEDESTALS ................................ m EXISTING STORM DRAINAGE & STRUCTURE • • • .. • • . • . • . • • • • . - PROPOSED STORM DRAINAGE & STRUCTURE • • . • . • . • . • • . • • • • • • PROPOSED WATER MAIN ............................. EXISTING WATER MAIN .................... • ........ - PROPOSED FIRE HYDRANT ............... ...... PROPOSED GATE VALVE & BOX - EXISTING SAN. SEWER AND MANHOLE • ...... - • • • • - ...... •• PROPOSED SAN. SEWER AND MANHOLE . ................... --::4- PROPOSED UNDERGROUND ELECTRIC SERVICE • • • • • • ... • • .. • • - E PROPOSED UNDERGROUND TELEPHONE SERVICE • • • .. • • • • . • • • • . - T- PROPOSED GAS SERVICE . ................ ........... G GR,4f�H/CSCAIE 30 15 0 30 60 IN FEET 1 inch = 30 ft. YCn U w � U W W W E Q U w 0 a o co N 0 + M LL Q_ :1 O IL N w J Q U = cn o (n cn F- 0 to z Q � v U < :2 < 0) It z z Y z� W N 0 Ll _ 0 La_ T'- 1 INIV.=674.67,,y lam-`-..— A \ \ lj \ I � / a \ I r� r c c r -t+ oT Pt O 7 n J 7 I ca �I I I i i 1j 0 i ;i 00\ i 678.381 n RIM=684.55 INV.=677.45 -EX. _-�'s _____ �'l EX. GAS SERVICL�'�AP - -- -- _ _ (EX) APPROX. LOCATION - _.__ PPRO------------------ --__-___---- -- - - - 685 �I 685 Q CP (rl 01 Sr �I .r� ------"--- _ - - -- - CD-D L05Aw. CCMT. _----------- -------- _<� 00 o 00 m _ r-- z z o UJ oa - - ----- _ w o o z rn Lij 0- O Z Z h cn - Lei C9 C7 Lj Z \\\\ 6 ° SDR-21 AN LAT.' ,e . ^ � - _ --_---------------- � � o � � � � � \ - - C..) F- I I o W ♦\ �} ! LJ! f W --LLJ - CD Q Q �. CD E),W <GW Q m ��... U �`. 683 Q_ a i 4 � , I RAP 3 .) ,, \` < \ \ N z WTR ESVIT. 682 I CD \ 685.00 / ` I' -------------------------------------------------- J fi 87 00 X'o -----------`- ------------------------ -- -- `- ---- -------------------- 6g _ - — ------ Gas ------ - _ — ---- ' -_ -_ ---- 6 - --- .50 'N , -----------------_-- ------- -� - _ - LOC " ---------------------------- r Q pan ------------------ 693 ' ss GR.4P11W SCALE Jo 15 0 30 60 ( IN FEET 1 inch = JO Ft. 685 PROP !GRADE EX GRADE -\ 680 -- ---- 4 CULVERTS ij8!!--RC4 @ 0. 0 % 675 cr) 00 0 z C1 o °a-- o _Z ° 0+00 0+50 LEGEND EXISTING STORM DRAINAGE & STRUCTURE • • • • • • • • • • •' - ❑ PROPOSED STORM DRAINAGE & STRUCTURE ............ PROPOSED CURB & GUTTER ....................... DRAINAGE FLOW ................................... EXISTING GRADE ................................. PROPOSED GRADE ................................ PROPOSED EASEMENT AREA ....................... — — PROPOSED SILT FENCE ........................... 5F CONSTRUCTION ENTRANCE ........................ 1 ce w 1 RIP RAP CHANNEL LINING ROCK FILLED CHECK DAM ......................... wp LIMITS OF CLEARING ......................... DRAINAGE DIVIDES ......................... -< a G�NIq Z 0 n W j6 4cs 00 Opyw00 V � ZO -N N •� 5 o m N N N t.N p o V) ca N 0 __:f, .c t/1 a 0) cM Q J U N O E r— In C j (ao t0 (D �'`+ c W _c o>Nc �c�tO u. (0 • r..j U 0 � L N L ) V c ui �- N o a) r..4 rn • tajo a. W Q_ W z 0 w 0 0 N w w O re) W Im W ~ W aU v Q W Z S 0 v U tG 1 11 M U O W z 0 .o zc U v 7 w o C441 z Y z _ �N GRAPH/CSCALE 30 75 0 30 60 ( IN FEET ) 1 inch = 30 ft. S 38012'47" W 2037771' PLANTING SCHEDULE AT BUILDING SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. 14 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED 13 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 1'-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. FACE OF CURB I 8' GALVANIZED GROUI ROD. BOND TO POL #3 STEEL REINFORCE TIES 0 l'-6" O.C. #4 STEEL REINFORCE BARS I LIGHT POLE FOUNDATION DETAIL LIGHT POLE _IGHT POLE BASE NNH COVER PLATE IONSHRINK LOAD SEARING GROUT tNCHOR BOLTS FURNISHED KITH LIGHT POLE. BOLT SIZE 'ROJECTION AND BOLT ;IRCLE PER MANUFACTURER'S RECOMMENDATION. V-8" 0 CONCRETE BASE '.V.C. CONDUIT AT 2'-6" 3ELOW GRADE TO PANEL. TOTE: U UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT NOT TO SCALE ► 40OW MH 3—FDRREar go LIKIN i 40OW MH 2—FD(TUREar ALL a•, Ir • LOU FD(TURES a ► ai rt THAT DIRECT..a • ai LGIT ► K IS NOT VISM.E FROM O 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 0 0 0 0 ca e, 9 z o m JCn m z z o 5 w :D O O Z FO V U N a z a ¢ Q U C) a a o W a 0 z cNi� can a w w w 0 M LLJ w ¢ 0 0 DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water z �. � f` , ti•M1. ate vA•Y` Y. `�.- �^,lY..!=^. .'� UNAMENDED backfill soil Widen and score hole wall Partially bmkfill, water to • settle soil, finish backfilling ;K• t Remove container and cut circling Leine solid soil pedestal - do Area for water drainage roots if contoiner-grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root gall width H) Nmat►er Saenarw Dame (:omrm Name Notes BTA 29 Beaters ea' T ''Cn MSCn BTK 39 Berbers ftx ber0'Kobald KoboU La= EEberry CF Cons SOxk1a Dogwood L)av 79 Hernama k T7a)* space evenly Lsnpe @ 24" o. c. IC I Bex M"Ita Fast' FastVate Japanese 1blly Liriope 79 Liiope muscaci Bir Lid hrf space evert- wwT Davies @ 24' o.c. TREE PLANTER DETAIL noscde PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANW SPACING QW1NT)TY o DOGWOOD 2• CAI.. 0 C M AS SHOWN 5 —67 PIN OAK 2• CAL. 0 6` HIGH AS SHOWN 7 ► ORWAY %"ICE 4' MIN HIM AS SHOWN 16 EASTERN RED CEDAR 4' MIN HEIGITT AS SHOWN 2 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. � a O %b Lo a� CCU in o < a O o N V) N T) J o ea C � c MWE U) vi U •� � L � _ ) ui O a) w � - 51 9 C.7 Z CD N U) C) Q)� N U)N cu >1 E M ef) U `% r U N O i W H LL - 51 9 C.7 Z CD N U) C) Q)� N U)N cu >1 E M ef) U `% r U N O i W H LL Z z O � � U = Y C/) � U Y _U W � � W Z 8 O N � Q 0 , x -117 Uj •W �" 0- C~L. d• 0 O Z Z —J O 90 Z (3 Z 3 Y U Z^ IL') o � V �C4 concrete pad V-6" sq. x 6' deep 4" stone screw type adjustable valve box 36' min. '%%%cif location marker ,%�✓,%'� stone valve megalugged megalugs to main , � , �/� ; � j/ 3 —megalug I thrust block 18'to 24' 8^x 8 x 16" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 7 trench width f as required Al r 6' dia. schedule pipe fined with PP and painte 40 steel concrete 3' d yellow 18" dia. g concrete encasement '. i BOLLARD DETAIL direction of setting to be approved prior to installation as required _ I rconcrete pad 1'-6" sq. x 6' deep 31 2' min. - 6' max 4' stone screw type adjustable stone to be minimum valve box Of 6' above top of base locator marker stone egatugs,, < 1 FIRE HYDRANT ASSEMBLY Figure 8 mechanical joint Swivel tee with 6' branch 685 ' _ .-__._,.__.__..._._..........._ ._._r__.__ _ ._. __-_. -- _ ' P GRADE @ CL I I t LEX�GRADE--0---CU 680.-. _ "MIN6 SDR G.V. ' eovl R ; 21 Wl 8», SDR 21 W/L 675 m _. "' l .12" MIN UJ W w _...... CLEAR J U-1 to� W W z Z. ih �r d z W Cr _._ C� oo _... " ...... _00 _- .. x �I ! I w i (I I N CD ! C) CV �- i 1 R t ILC) + O+ i + + + j i 0+00 0+50 1+00 1+50 WATER LINE VBHH77-15BHC11-77 2' custom setter (motor by FCSA) cast in place access — standard flat top door, centered in for 4' diameter top (see note 1) manhole varies 2' max. at property line finished (see note 2) grade skid pad \ - roadway box c 3' riser section for 4' 2' CTS polyethylene N - diameter manhole tubing (PET) 200 psi with cutouts w/ SS inserts at all connections 3' min. saddle with corporation stop water main — solid support blocks under custom setter 6' stone bedding ball valve curb stop with PJ C14-44 w/ SS inserts (CTS) both ends [844-777 and MIP plastic plug w/ SS inserts]; with 2' gate valve operating nut CUTOUT DETAIL (typical) NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. H1 R2424 2. Water service crossing sweet: a) Encased in 6" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to into the meter box [ wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 1 1/2" and 2" METER INSTALLATION Figure 6 Of W d 4 0 t- 4 � J W 4 W Z ( E_, `i CO PROP GRADE ®CL - _ ,- W �! cr Q j o IY _ EX GRADE @ CL ' ll ! I 181' ; ©2Op% 675!; _ J W m 670 __(0I�t- LC) 4Ix z N c0 tr) II h _t CC co o¢O � IIZ2-W ('0_ QC t¢� X+OX?GZ� +C) ©+OOZ WOi—WErJ—� 0+00 0+50 1+00 1+50 SANITARY SEWER GRAPHIC SCALE 50' 25' 0' 50, 100' 1 1NCH = 50 ft. HOR/Z- 1 INCH = 5 ft. VERT. ------------- general backfill (see note) general backfill (see note) ---------------------- —'__= 8. - =_= `- _- == concrete_- 24" select backfill 24' select backfill (see note) (see note) O.D. �6' O.D. 112 O.D. L 6" 6' stone stone STANDARD CONCRETE ARCH general backfill general backfill {see note) (see note) 8. 8. 24" select backfill 24" select backfiii (see note) (see note) stone '+' L F 6' O.D. 6. 112 O.D. c ` t 60 I� L 6" concrete concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95 % of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 finished R I i VALCO, Inc Fig. No. 71 B06- with lid marked "SEWER' bottom s I tion— oi hoe l cast iron cteanout cap with brass plug must be 8" from the top of the screw type adjustable box square concrete skid pad 20'x 201x W deep cast iron cleanout cap with brass c plug having a countersunk square head Panella Model PA4SV-CSK (4") SDR 21 - cleanout pipe brick base spigot SDR 35 b d SDR 21 gasketed SDR 35 bell adaptor asketed bell e 9 vrY sanitary (see note) SDR 35 gasketed sewer main SDR 21 bell 45' bend - 0-S 6' stone bedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 z z W W s CD O Z c� 0 ? > 1-" CD 0 Q o W tom, w o to Lr) to W W w CD o 0 0 � Q NOR -J GIN�A a o z _ r jz r LLJ L A. �N a_ Om ,00 Z a 0 �� N �L rr O M Q - o va W N l2 N ,�•� M ct N V) > C _/J N C M M CA ©"/V� a J U N O a L � to r. o Co cfl c Ui to co co �-1.O 4, a) his -C o C7 Oto N u!d• �t > �to Lo MIX n S LL r—+ to ui • L Cll L Z � C to _ N O a� r-� is t--+ I L w W 1=- z 0 U5 W 0 z s U Y X W W l� W J O F- Z 0 I- 0 00 cc .�G Z W Y O ' Z _ _3N 0 0 U_ � _ - _ _ _ _ _ _ _ _ __ 1 - _._ _ _ �� u F T AJ FjE 7XL .3 CETAIL 1 's­­ S I mjh� i x L J v CECTEYTLE A0,; 'r—ION A -A SL—TI(IN A -A 35 1, PCtq vkeijfm,F *45rALLA104S OrWEN&ON IS I'S To WVFriN 11-C FRZTEC11" .7 442 Er4vAA.I kt4*$cIll't4 it, SFFC-3 Ct4 PLOS,Fry 1rkv Cal� f kg't 10 Ff ALLEO W4Yi-J &L I T ;;�Y� ST Apa4 cutvi V91 * *ktPtfGH7 FOP.. B_kL PrICcm APO. a_o`E �TLr �14r _0 SEC1 Ictll c 204 t T C', "Ji�. F'1*11"'* EFC-ISICI'l CON-f-CIL P45 133 11.*F1_1t*viA 4" ------ SOURCE: VA. DSWC es n A _11F, qpt ;,M" 4,F WM, I 4r, cG16 , ­11 tl r Elf SECTION A -A Vol f#rA^M t LAMIMM v AMA MINIX OF v T*ivWY 94Ak 7_13i K -Mk_ 3: 0 vt X K, TA,4GENT PLAN. l�Illjlllllllll�ililllllllll K W "�j Jk 1, - IT, a - �1 I CkbqSWA�_K 7YPICAAJu Pt. Eign-T PLACIELK147 AT UTERSEC P,* C140rm YARATtON Ar INTERSECTOK 7 YP A 9Pf, RPFW)!' j ARI AP% A71rAj Z DEW* 1� WJTHN 1cPcS'sWALW. Wl*I(N CROSSWALK f,NIfr4 ", L;? .5 LAMM III* ffAmii�k Aat f 1�0wi �'Opt !W, "Of Wtq W-1 7 Vi I CD041mc"Ov.13 rEtl -im W-114PLAIM-_1 1. IX TKIARt *00WOG 30 lK -mot A% #-j "KMTC trA A 'A.4 9 WiA,74utrx UIF 0(%k 14MAU avivftc t4 F(Ak vifilrm of T4 rluw lri.4* `;$T t "Ki 44T(Wk IATX T4 IfIlAtalEt, ftst 1tfokE TPUlGAT7Q, DOM7 nm 1 St A r 0 E T.51 CM??*A&rM MON "14 INT KWOW UWAM (,0444t %WACr1;. RWA �AYV' 1 le W"A 19S.Tilft W.M',jW_4LLy VIM"j.WT_0M Cf. Ire "OG MI r, lr#. W4re, DM A IF RAW ri,630 0% W; 1,* Lk- rXIT " A...W 0 c 2 .7 0 0 0 0 0 c a ?.;= RWC Tu W_t 0 4, At vio v 17wrq FP kl.kc 46TW WL 9� of I WE Oksio ut Or r1004 W&AAd WNWIC ZMWX� 0 0 a V 0 V P 91 0 0 -6 0 �R S. OAWQ�" 40 5"Itrp, 9 _w -.*v0,vT03N% 004A4nj' 1j" CSAIA RMOK 00 %"1, 1h j.Ar*jNj 40 0 n 4D IL, 0 a 0 ft, 0 4� 't rep c:swum Aw. ojl7irm, 000 0 a c I�j W4k 'J*OV0" *,IN SIAK1.4 "t W -3 to V:_P. cupot f9rA 1W vM vNeAm & r,y00 a 10-WO *' _V Fr-"47W 10 10410. Ilk A)W Akf (Aft 00 LiWWEAItRI 6 6 a" RAWS AM TO Mg L?X'0 e QWAN 04 TW F%*% CA A& Eff{IWA " JA j0:a*j* Ibt-s 'ft 0 0 it! 0 Q 0 n W.-Oun P.T wicam M got NAR14' W#M" I r m;atr ir wxf or % �m#*.ky lAOF 4- frAftir, 0 0 0 0 0 0 0 -a 0 0 0 0 a c 9 KAI 'W 0-,O�rj W4#0 oW,!p** 10"Or AS VV04 1* MPG & AS Off 'i 7?c rkwra MC,t 0 0 p Sp e. tr V, or ua-_ etzripid _5chr rat, If-M-14TSM zAkIM'., " lEr" %O!"o 'zV, nWa I ?c WL rift* "I� oz tu wil-L is M"cr, Aa A Coll MoLm op�4r*%,c 14 cl'w-&� -0 y _�c a a 0 -0 6 C, u a j iWA;rx ate 211111W,�' al'";;= wvlh 1p��ff; r."; v CaAi It RAMP't WAY SEA&Ct6 OW *A01AL.VR T*asjkft UC106 "*eVa I#W te r%= .-%&dut&L 'a DAY v1W !NL OF IIETECTARL E WAP14NG r9 - lmx V4% 14 L-4WAKE x0mcomt t,- W_0�( tv4Lx 1"afft Im colcmq me*/& f ELL4F_.3__ 0:A-12 DETECTABLE WAPHING SIIJPFA,,�F vA*w V. -Vo TYPE A 'tPERPENOVILA7-) ,*-�-LICATICNI ns _25! ;% ixPvnKW'W Nmc"114�w bz STONE CONSTRUCTION ENTRANCE GROUND IN. 70"' M "I"' EXISTING PAVEMENT 1 AI 5:1 FILTER CLOTH 6 MIN- A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION 70' MIN. B WASHRACK 10' MIN, (OPTIONAL) 12' 141N. Z— VDOT #1 POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW REINFORCED CONCRETE SECTION A —A SECTION 13-13 DRAIN SPACE PLATE. 3.20-1 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC 4" x 1 1/2" NOTCH CAST IN PLACE i.ATCH EXISTING CURB ELEVATION EITHER SIDE ALUMINUM GRATING, 32" WIDE LENGTH AS REQUIRED /—NOTCH CURB 4" x 1 1/2" BOTH SIDES CURB AND FLUME 4' 21A SECTION THRU CONCRETE FLUME UT I TOIS ON *K0 IV pdlitto_g 14 "Ast, K PtKt, Z, f^WK IE rSIC�Ct," A3 T CMr *j M#41, 1 i POC<,4T 7 3W rri- sN Ak" tx" CAM Cr CvtTAA. K PW ;�4 A5 Ajt4jL MAR t C-1 7: 11, UZ WIK SIMXIM- 1M1N_cPxx1 M449W L lk-CP, rr 007-OM Or -W C�011 #a) rCr a 7APA1LCi vw *L*AL WfSS, nu - to llr_sc ctir-f 5"12S Ada ExEE%—w 5!WiPS -M-7 3, RFMWEv 711 . -T 19S Mr-k U4� CC ZOWMIC AT Ttf -�-TgN V --K C0'7T3*_lP_W -'ON 6" CURB & CUTTER COM8171A vp"a ajAvl?W.Nr ;e�-ov cjF -.c,- CLM kc. Qj, Itp. %mit. Lcr;Vwj_Lv AAAk-fi, 7a T67 `,,OK ,)r 6 kt,&hTAW',_ CONSTRUCTION OF A SILT FENCE WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. Jill < FLOW I � 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. c FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.011 Sherwood & Tyant 4x 4" WOOD M - I'x 8* ROUGH SAWN BOARDS 6'-4' LOW. STAGGERED W/i- OVERLAP 6'x C (TREATED) W" POST NPOST BASEdt /8' Rk BOLTS 4*x 4!' WOOD RAIL, 12' DLk CONCRETE FOOTING SECTION A VGEADAMABLE (TYPICAL 4r- 3* SOME — STEEL TUBING SQUARE STEEL ALL JOINTS IL9. SHOP WELD MADE 1*1 SLOPE FOR DRAINAGE 6' CONCRETE SLAB W/ 64 A WIRE MESH (SEAL CONCRETE SLAB AGAINST GREASE ABSORPTION) VDOT CG-6 E)PANSION JOINT AT EACH W FOOTING (TY111CAIL OF 4) (2) 6CONCRETE 1 FILLED POST PLAN VIEW io'--o* 0 !o 1 t 9 DIMENSIONS MAY VERN DRK ON FOR SOLID CONNECTIONS Willi" I FOOTING Yl Ix 8.ROUGH SAWNMD 8 11 6'-4 LONG WITH 3 8 WW/ BETWEEN BOARDS 3- FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL DRILL HOLES IN TO LACK GATES OIN SMF AND CLOSED P, NS� (2) 24LONG 3/8- RODS l A U) si z ::c 29 im U) v- 4d U) z Ld LL_ 0 of on! o0 CL n uj < U) 0 C) z CL Lo c/) 0 < b (D a) a 04 0 0 U) z 0 ct 0 >' 0 U) _EF 0) cl) C) > a. 0 C) _j 0 - E " r­� L6 rcl 0 06 . a) (D (0 LAJ r_ cn Zo Zo 0 01) W W 0 LC)Lr) 3 Cc: CL U) U; z 0 >1 (n c 0 1zc; 0. Lq 0 0 N 0 co LLJ M U) < Lij Lj LJJ _j 171 W X U) 0 (n (n O 10 < 0) z z W y cs , 04 Z 0 3 0 W W _3 C4 ILA _i __ _.- - � ____ __ 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 loc gate existing subsurface utilities; however, such may exist that are not shown. e contract or tor shall care exercise c c e in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. 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. 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. FREDERICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-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 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. EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to 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 as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the 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: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, 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, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia 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 at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 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 lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 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. "P 9411111 N T S§9T I*-). LOCAL UTIUTIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman Vicinity Map Scale 1 "= 1 000° , gilbeft wv, . clillord • assiouiates r division of Patt4 . • ; , PiccadillyEngineers. Surveyors. Planners. Landscape Architects. 117 East Street, 0 Virginia 22601 + T 540.667.2139 RESPONSIBLE LAND NAME: CERTIFICATION DATE: DISTURBER: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX I COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 SITE LIGHTING & LANDSCAPING PLAN 5 UTILITY DETAILS AND PROFILES 6 MISCELLANEOUS DETAILS OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Date Date Date OWNER/DE S ELOPER FREDERICK COUNTY CONTACT: ED STRAWSNYDER 107 N. KENT STREET WINCHESTER, VA 22601 PH # 540-665-5643 FIRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all corners of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. kao p#�3 z: r' Approved by Frederick County Zoning Administrator ,-f,/fir Site Plan Approval Valid for 5 Years From Date Shown Hence Da of Site Plan Valid for 2 Years From Date of F.C.S.A. Approval A. Mislowsky, r O CERTIFICATE NO. U 20674 R GIST Eo Sheet Number Iof PROFESSIONAL ENGINEER _� "�"�" ,t i 1 _ i i rn w L --� GRATE (682.33) ' PIZ RIP RAP INV. (679.69) ~ v f GV i, c, c GRIM=680.19 INV.=675.34 �f RIM=681.37� � G c G G G c G G G �' ',G- INV.=674.67oj�'- Sb , r cB,R.I_. J1. tj i ` I I ; _.. i i )TV �x �o� fl �'� D- BEGIN ANIMAL z SHELTER I }; `1 CONSTRUCTION 1 0 1� , 0 1 I f ' Co! - LF 1 , CONC FLUME ;s `t I k? � I k i U C� � I I 2 .00' I I =71_ PROJECT SUMMARY ? sa TAX IDENTIFICATION NUMBER 54-A-36A � ? EXISTING PARCEL AREA 11.78 ACRES J r •,. DEVELOPED PARCEL AREA 3.9 ACRES C. CURB & GUTTER V ZONING M1 V't 9 (APPi?0 LOC`A RO) E 8� % � -w- -" ADDRESS FORT COLLIER RD -;._�' -� `� -•a- - - ---'--�--- -� �_ ... �. '. CURRENT USE VACANT ASPHALT ROADWAY _ PROPOSED USE ANIMAL SHELTER a --' __ .-.�-- -- cax',,aace�..,:.+,r*.��:e^n ma..••emaa mr.era ..r«as'>wx..�s. as xma, .-m-rn aimn m� ..y _�r_m_rm. _.....o.... >sn .. .-+a m... 3s xv•• �m z> mrse. """.-'•_ �• ' !, v sx�>x.�sr..� , ^m sssnr�..s�:-w+ a �.^arrm ,-m . ^v +=cw, vmr:.. t � •.. DISTURBED AREA 2.8 ACRES ° �sA �. RI'M=�84:55 - - '� -E s E E- E E E E ---(�- E E ° E E E - _ - -� INV.-677.45 I SETBACKS RE UIR to n X. I ELEC. so l EX. GAS SERVICE' P Q_ ED PROVIDED (APPROX. LOCATION)(APPROX. LOCATION) FRONT 75' 321.92' =7 `4-c SIDE 25' 138.79' r i N 38012'47" E 903.44' - REAR 25' 589.92' PARKING 5' 80.19' BUILDING HEIGHT 35' (MAX.) 32'(+/-) __..-� GROUND FLOOR AREA 13,620 SQ.FT. W W CONC FLN 20' `�, , R ESI,A T. 4 5 '-18" RCP CULVERTS @ 0.57. I tl I p crq+�- a . . � 3 i Si R--21 AN II ,AT. !A _Z 20' WATER EASEMENT I I FIRE LANE FLAG POLE W/ 3 RAD. S W „ � ti �- IE-- ! SIGN / 1 1/2 WATER METER p 0 E U 2 WATER SERVICE Q Z d p 1 ADOPTION 4 d cfl W CONC FLUME DROP OFF o � 8" PVC MDR 21 WA / M s d CO p N ' ; CG-6 PUBLIC PARKING CG-6 BOLLARDS �G m (10 spaces) o W CH ' �� fc0 0 2 .a0' 8, 8� 8' 9.a' N / r+ RIM=680.5 V.=673.9 i V� CG-6�tiN pR7�q`T 1 ; 4 SPACES V � 6 SP ES CORE DRILL NEW I ERT SINE { ! CG 6R o G R PROVIDE KOR-N- AL " p,Qpp CONC FLUME ADAPTER. 6" SD ,I CONC S/W INV IN=674.60 , 18>> @1 SgNiti �Q�? b = X X X MATCH BENCH E VATON 1,aq (qr l� I, i CO l 75' SETBACK --I C0 5.19' t' 46.6' FENCED 10.7 14 ENCLOSURE X � PARKING 4' POLE MOUNTED HANDICAP PARKING (10 Spaces) g CO SIGNS INSTALLED PER VIRGINIA FENCED STATE CODE SECTION 36-99.11. ENCLOSURE X INV t�=676.41 CONC , S/W 10.3' o FREDERICK COUNTY 20.00' 22 00' --•-1 20.00' ANIMAL SHELTER 10.3' STAFF 13,369 SF X PARKING `i' � (10 SPACES 6 N i 6\4 ------ ----� l E GAS SERVICE SINKHOLE SINKHOLE REMEDIATION BY CFFW 589.92' TO REAR PROPERTY LINE CONC FLUME 11 001 j { U I j 0 5.3' X 43.3' �, 72.3' I CG-6R -_ 8' CHAIN LINK FENCE o SALLY PORT X BLACK POLY COATEDW/ I cliN 1,015 SF o BLACK POLES CONC DUMPSTER PAD FP FP 11/6' HIGH OPAQUE ENCLOSURE j (SEE-ARCHETE&S-_ PLANS FOR BLOCK ENCLOSURE DETAILS) I i I t2:ao` 8„ SPLIT FACE BLOCK - ENCLOSURE TO MATCH BLDG (6' HIGH) 0 w J C4 L3.IR. L. X S 38'12'47" W 2037.7V PIN 54-A-316A FORT COLLIER GROUP, L.C. DB 768 PG 73 ZONING: MI USE: VACANT �WWMA- NUMBER OF STORIES 1 FAR ALLOWED 1 FAR PROVIDED TOTAL WITH DETENTION CENTER=0.106 MINIMUM LANDSCAPED AREA 2.95 AC. (25%) LANDSCAPED AREA PROVIDED 8.50 AC. (72.2%) PARKING MfflED PROVIDED CUSTOMER SPACES 11 18 HANDICAP SPACES 1 2 OFFICE SPACES 5 10 �^ TOTAL SPACES PROVIDED O 30 V' PARKING LANDSCAPING PAVEMENT AREA 18,259 S.F. PAVEMENT TREES REQUIRED 9 @ 112000 SQ. FT. PAVEMENT TREES PROVIDED 9 INTERIOR TREES REQUIRED 3 (1/10 SP) INTERIOR TREES PROVIDED 3 TOTAL TREES REQUIRED 12 TOTAL. TREES PROVIDED 12 PARKING LOT LANDSCAPING REQ'D. 1413 SQ. FT. @ 5% PARKING LOT LANDSCAPING PROVIDED 3500 SQ.FT.(+/-) @ 19% NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO IBC AND A117.1-98. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7,HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 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 PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 21B 10, NO OUTDOOR STORAGE PROPOSED. 11. HRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANTS THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF AMPACTED SUBGRADE THE FIRE MARSHALL. 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 304, USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS IBC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 13. PLEASE NOTE TABLE 602 TO DETERMINE IF FIRE RATING IS REQUIRED ON EXTERIOR WALL BASED ON THE CONSTRUCTION TYPE (SONE TYPES REQUIRE STANDARD PAVEMENT SECTION MIN. 30' FOR 0 RAl1NG. NOTE THE REQUIREMENTS IN CHAPTER 1-7 OF BOLA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, Not to Scale CONCRETE ETC.) 14. ALL REQUIRED EGRESS DOORS SHALL BE ACCESSIBLE TO A MIN. EXTERIOR AREA FOR ASSISTED RESCUE, SECTION 1003.2.13.7.IBC WITH A FIRE RATING AND 1.5' SM115A 50% OF THE ENTRANCES SHALL BE ACCESSABLE. 3' BM25.0 6' VDOT 21B i- WEIL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale 4' CONCRETE Yam.+Y.•"1,rr'�'Y'.''rr'�Yrr'�'1ww•✓�r'�i2" STONE BASE PROPIM SWAa SEMON B.R.L.. CA V W, o d �-� Q. w N CD J V) . r� U) Cf) m U "' > L/� V Q °' N CV C) U Z Vf .(B E 48 Q E-- -_ p 0> N O 4- w w U 0 $,..� O" Q) C6 = O O af CD af o LLJ w Q Q Ck-' . p..� o Q r--� U -o L� - C cn +. z O r-•1 CL w P FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated us parking, and ail normal and emergency access points to the structure. The contractor sholl coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND PROPOSED CURB & GUTTER - - PROPOSED CURB & REVERSE GUTTER TRANSITION BETWEEN REGULAR & REVERSE CURB ............... PROPOSED STANDARD PAVED AREA (8' 218/2' SM 12.5A) .. • . • .. • • - PROPOSED HEAVY DUTY PAVED ARN8" 2113/3' BM-25.0/1.5' SM-12.5A)• - PROPOSED CONCRETE AREA .......................... PROPOSED GRASS AREA ........................... PROPOSED EASEMENT AREA ........................... ZONING BOUNDARY ................................ Z8 UTILITY PEDESTALS ................................ EXISTING STORM DRAINAGE & STRUCTURE • • • . • • • • . • . • • • • • • - PROPOSED STORM DRAINAGE & STRUCTURE • • . • • • • • • • • • • • • • • •- PROPOSED WATER MAIN ............................. EXISTING WATER MAIN ........ _ PROPOSED FIRE HYDRANT .................. • - PROPOSED GATE VALVE & BOX �yr- EXISTING SAN, SEWER AND MANHOLE • • • • • .. • • • ' • ' • . ' .. ' '• PROPOSED SAN. SEWER AND MANHOLE . ................... ... 0� PROPOSED UNDERGROUND ELECTRIC SERVICE • • • • • ' • • • • • . • • • - E PROPOSED UNDERGROUND TELEPHONE SERVICE . • • • • . • .. • • • . • . - T PROPOSED GAS SERVICE . ........................... G GRAPH14C94C4LE 30 75 0 30 60 IN FEET I inch = 30 ft. 00: � J W Y � CJ .J W � W Z 0 Lv 3 O W a- 0 Y U W W LO O to O N 0 Of 3:� O = U > W W �N Q U 2 (n 0 U) U) H O to z 0 O a `r U v CTi z Z Y Zr. C� `� W _ _jN 0 0 0 LL_ � Ld RIM=684.55 --_ E- E `�� E E_ _ E___ ___ E INV.=677.45 �-. ?(a /' -- ---------- ��l CX. GAS SERVIGF���kP -`�-� \ EX. U/G ELEC. sd ad -_ t (APPROX. LOCATiO�) - `-` --____ �APPROX._Iof' otO--------------------- ___ -_ -_ _--------------- EX) 44' _ — - - --685 Cp i a _ to Lf) u) Lr) LO f- Q - - co O U-) H- a%` `� - ---- -_ -- ----- ca - cn W IL-1 T \ 7 awc� Lnl.,_ -_ CS_----- ---- I Q 00 \ ---- ---- U — a Ln-q - wC�)•�w w L,_ Of -I<� Lz1 ::D Ly �C \ i 1 CD i85.00I /'tt w , I ` l ; t, _ ,-'686 - ----•-------------------- - -- - 7vT----------------- - `a` --- - _ 689 84 q84. + ��~ _-------------------------- -_-- LOC _ -------------------------------------- 692 ---- -- 693_ - ------------- _ - - ----- " . 91 696 GRAPH/CSeWE 30 15 0 30 60 ( /N FEET 1 inch = 30 ft. O Lq CD 00 m N U) - f- Cl w w J Q Q Z w v v C) cn LL Z �-- OZ CD C-D W Q Q Q N w o o a w Q U-) U) vwi c� ww � � m CD (n cn CD u ©©©m® 685 (------- PROP IlGRADE EX GRZE -\ .:E 4 CU VERTU -j2'-'16--RC o o.. o 675 © Z 0 a- i WLn ci aw-+>' moo? --�. 0+00 0+50 LEGEND EXISTING STORM DRAINAGE do STRUCTURE • • • • • • • • . • . • - ❑ PROPOSED STORM DRAINAGE Ec STRUCTURE ............ PROPOSED CURB & GUTTER ................•...... DRAINAGE FLOW ................................... EXISTING GRADE .................................. PROPOSED GRADE ................................ PROPOSED EASEMENT AREA ....................... - - PROPOSED SILT FENCE ........................... SF CONSTRUCTION ENTRANCE ........................ RIP RAP CHANNEL LINING ......................... ROCK FILLED CHECK DAM ......................... LIMITS OF CLEARING ...................... DRAINAGE OWES .........................,.,.r.- -� G ,�� Z C) 0 W jz ate. NOWW00 0 �, N .0 Q M Q �" a N (p O O N N o o cn cd U) Q c Q M -a 2) M m A N O 4- Q. O f a, to co co V C Ul co CU c Co 't 't law > N C r C LD U) o F- T 7 r U. ui U 0 � L O (13 L (n r U) + O lv .0 �� c • bb a. W P Ll F- U w 0 W a_ Z 0 W Q Q_ 9 Z 0 U U 01 11 M W in 0 cn oW z0 0 U df W O Z Y 0 Z n _ wN Q v �, V- .GRAPH/CSCALE 30 15 0 30 60 ( 1N FEET 1 inch = 30 ft. S 38012'47" W 2037'71' _ PLANTING SCHEDULE AT BUILDING SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. 14 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED 13 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 l'-s° D.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON Ali EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE, FACE OF CURB I 8' GALVANIZED GROUT ROD. BOND TO POL #3 STEEL REINFORCE TIES 0 l'-6' O.C. #4 STEEL REINFORCE BARS LIGHT POLE LIGHT POLE BASE KITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED KITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. V-8' 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6" BELOW GRADE TO PANEL. 40TE: Ui UNDERGROUND WIRING '0 BE IN NON-METALLIC CONDUIT NOT TO SCALE I LIGHT POLE FOUNDATION DETAIL I oL UTHW M 40OW Mli 3-FIXTURE MOUNTING HW9-20' So MOMA M 40OW Mi 24MRE MOUNRNG HWff-200 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 Widen and score hole wall Remove container and cut circling roots if container -grown, or as much burlap as possible 9 field grown ID Nnsher Soenttifr N me Conn m NOW Nabs BCA 29 Berbers e2' J 'CrksmPypy B•TK 39 Berbers ffrrbero'Kobold Kobold JTTm PTY r CF Cams norida Dogwocd L}av 79 Hememcallk Day* space event- mnrxy, Lxr)pe @ 24" o. o IC I Dex c ren0a FastF ta, Fagtgate JTwrge Holly Liiope 79 L BlE Liy-hrf space event- amcg DayRies 24' o.c. Leave solid soil pedestal - do not dig deeper than ball depth LO - F— al CD a CD o z � o m W z O U U U CD z z z CD U a nw o � 0 0 z J W W W 0 0 o w o Q d o 0 0 I©©M® DO NOT prune terminal leader or branch tips 1 / Dig hole 2-3 times root ball width TREE PLANTER DETAIL nox* PLANTING SCHEDULE Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2'-3" mulch kept away from trunk Soil well to contain water :�p: . •;� a UNAMENDED backfill soil Partially backfill, water to R ; settle soil, finish backfilling e Area for water drainage ON" NAME SIZE AT TIE OF PLAN K SPACING QUANfIIY 4pp DOGWOOD 2" CAL. 0 V HIGH AS SHOWN 5 PIN OAT( 2" CAL. 0 6" HIGH AS SHOWN 7 NORWAY SPRUCE 4' MIN HETGIfT AS SHOWN 16 EASTERN RED CEDAR 4' MIN HEIGHT AS SHOWN 2 SEEDING REMEMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSTTE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. zz a. o o 3 vi 2 •U �� Q Y N C/� CnQ c) N (n ?' CU c W Q 0) > CD M O J N "- 08 �0 a t` Lo c U) �> N c W c d if) cY uO �C" IUL r---1 UA ui U •� � L � L _ ) O a� 0) (L w z O J S U = Y C!) 8 V Q c� U W � � w Z 8 Q O N w (� '"'' ii ILL- = m O d• Aw w Q V) _ a O J zo z z Y U Z� a UJI 04 W 1 Qll' w� o TE c� t,, c , 7�: concrete pad V-6' sq. x 6' deep 4' stone screw type adjustabte valve box 36' min. -location marker stone valve megalu99ed to main megalugs megalug -thrust block 18' to 24' 8'x 8'x 16" solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 7 concrete thrust block 6' dia. schedule 40 steel pipe filled with concrete 3 and painted yellow r ent f 8' dia. T-6' ' concrete encasem 3' BOLLARD DETAIL direction of setting to be approved prior to installation �- ✓ as r wrea eq I� 2' min. - 6' max. 4' Stone stone stone to be minimum f of W above top of base concrete pact V-6 sq . x 6' de ep r1 TiN b a 4vx ^ FIRE HYDRANT ASSEMBLY Figure 8 screw type adjustable valve box locator marker mechanical joint swivel fee with 6' branch varies at property line (see note 2) skid pad—:k roadway box- 2' CTS polyethylene tubing (PET) 200 psi w/ SS inserts at all connections saddle with corporation sto p rW P 7water mai n ball valve curb stop with PJ J (CTS) both ends (B44-777 w/ SS inserts); with 2' gate valve operating nut CUTOUT DETAIL (typlcaD 685 I I PROP GRADE @ CL , EX-6RADE-_0_ 0 CC — M ! 4' MIN 6" SDR G. Er. covER 21 W/L 8„- SDR 23 WIL 675 _._ ._.. "' I 12" MIN v > w _ Z sCLEAR >: cw� -1 `� O 1-- w m00w w w i z in ,n z w < ' x U c0 Xj - . I I (o I Q t 00 ) N C,co ILOO.' d + N + C3> CD Q0 00 + - + + N p .- 0+00 0+50 1 +00 1 +50 WATER LINE VBHH77-15SHC-11-77 Y_ custom setter (meter by FCSA) cast in place access standard flat top door, centered in for 4' diameter top (see note 1) t manhole zmax. finished grade c 3' riser section for 4' N diameter manhole with cutouts 2' min. - solid support blocks under custom setter 6stone bedding ' C14-44 w/ SS inserts and MIP plastic plug NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. St R3030 b) In traffic area - model no. H1R2424 2. Water service crossing sheet: a) Encased in 6' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across sheet, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to Into the meter box I wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 1 1/2" and 2" METER INSTALLATION Figure 6 ck_� W ♦- 0 Ia a-- J _ > W z i) CO z & oy PROP GRADE ® CL UJ 680 �I EX GRADE O CL I , II ®Zpp% 675 w o C' w ` rn� m 670 - (.0:Iltf)Q CO tr) • II z COZ.z.Zp _ 00 _ O 11 OQ �� Z 000L OU + Q W O W W U z 0+00 0+50 1+00 1+50 SANITARY SEWER GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. Vf_RT. general backfill ( see note) backfill (see note) (se concrete 24' select backfill 24'select backfill (see note) (see note) O.D. 6• O.D. 112 O.D. ` L 6° 6' stone stone STANDARD CONCRETE ARCH general backfill general backfill see note see note) ) 24' select backfill 24" select backfill (see note) (see note) .7. stone L j' r 6' O.D. 6' 1/2 O.D. 6° concrete concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 U) Co t- t-- w w CO O Z C) U O U U d Z Z U li Q Q U n o W w w t� in U) in w w tz lz a a 0 0 10® -J G1NIA 6 V) z o �z LL LIJ A. 4� 4NGWWo0 CJ Ln V v, ZO + Ct. o to (C vi , 2 y d ) � Q C:) L_ N t0 U U N U N iT O) M _J U CV O d `- t..- L6 006 m c fn (o (0 �.U) C W -1-- '4> N O La 1.0 �H MIX a_ LL t� w U 1�• L N R L 2 ) (� It O CD aw W H �-_ W < rX J QOlaf 0 V J Y U W It cast iron deanout cap with brass plug must be W horn the top of the Q �� 0 finished screw type adjustable box grade U U j C.i r. i' square concrete skid pad 20'x 20"x W deep QOQ cast iron cleanout cap with brass VALCO, Inc plug having a countersunk square U W Fig. No. 71BOB —tea head Panella Model PA4SV-CSK (4') with lid marked $ -7 V�Q "SEWER' + W ISDR 21 - cleanout pipe IZ bottom section of box } R brick base 0 SDR s i of b 35 P gg Y SDR 21 gaMeted Q SDR 35 bell adapter N sanitary gasketed bell wye (see note) SDR 35 gasketed Q / O LO sewer main SDR 21 bell 45° bend + Li— yr..S NLLJ lL w I O W In 6' stone bedding rj W NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. W I) <( U W = U) o cn U) SEWER CLEANOUT Figure 16 J O ~ Z O 0 00 UU s-- Z 0 Ile o1 nN w _ _3N n 1 10 U_ •- C TAIL 1 - CL'TAJI s N Fx. s I� I j ' 911'i ISL A. _1 " lvh� 3s � ,,,,�� � � $,+• • 1 s Furl 771 M, .. - - A. ' C.' lCNN A -A. SEC �Frr�,cAaxsl } IirCiJMCE !� 245 V 43 I i-.IE T /{L .4 r" �arnA TIL �•_ ' LI"T101 r.A tn'U*i Y!7,Y,aAF Hf :14,404 sS TLl C,0VERN rIc PFP7Z rCra6af 'I.+1 TKd' '1•i, itA7'$I'I 111)74 WI n RFl� ^tL.Atl'+ rT�ACaS t T,µ�;A.H3f Ff0Ji"#41i CRasrkN *P¢N7Pa14 "aTITF.f ArTF xl^ EO�ta4twl °'4' lnt?#r 1Ct4 IS 5FEC !_:1 04 PLAS,CYt�'F�l.la;al ! I pi wi tl ;t' aAi TrAlilyd 5F21F. ( J. ^c N A tL a AV t3 TO FF A AL EO V40='x �v a. .4 a�FS" CC`a TA,3. STry�E "4 I:"i:CCr?�f4^TCE +Ar*tl .,Fy,••.wfia�r.'!C~o T 01, 5PAN4 ;QF EDDY_ s. LF ICAL 1lTTr•.14 zilVT,,AT. C'._S'r a'?'r 1},* vr,:tj-kr l:;N :OR E?Oa-�.L?»!Cd',L i�tt .0pCh Clr_L�5' Lff TYFa }t. VC1',Y4 srtC,704 .-* FLMS CP. P•Dq. 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Y Tre7 i, $C 1P'F1lCAi7#IIlU1at7 • AlC: IraL"�' 1!4' PtInM al7TM ifY 1( Mi1e. vAflf.Al1C ( $, Raft. wY NIE ftK71Nr ON Fr+154 OA iaMC6MteK. SiC"rfA�L' r#7'vKKA 7FL..; trt GWFT °� FaF„r y:tfi ••:.,s:- <.:•.:::- GAF CYiif'S '4"MFF I'm t:Mt7 ar :Nt v":ssWwu_ JJ 0 'IW;A +4WMr( %Wv1* ri +' f"t tr4ft 1+0 LxAAKIE *$0tpt FTECT J1`aG r; .0jxzAltc Nt•Yr rv)imy#v 1Ft C 't wx r a9tiT - 9Mrgt aazFSc SrY:i; rf7Ki Fr.4Fd , CCm 1,2 DE' EC TABLE W,4PN1NC SURFACE .3M TYPE A tPERPEt.I0oVA AT:I ASP-1-ICATIC-N - M. .:. STONE CONSTRUCTION ENTRANCE 70' MIN. FILTER CLOTH 6" MIN.I Al SIDE ELEVATION EXISTING GROUND 70' MIN. B WASHRACK I (OPTIONAL) 12' MIN.* L- VDOT #1 I I t-� POSITIVE DRAINAGE COURSE AGGREGATE D TO SEDIMENT TRAPPING DEVICE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PL AN LAN VIEW REINFORCED CONCRETE SECTION B-B EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) 10' MIN. 10, MIN, EXISTING PAVEMENT "I" 10' 1 MIN, DRAIN SPACE PLATE. 3.20-1 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC 4" x 1 1/2" NOTCH CAST IN PLACE MATCH EXISTING CURB ELEVATION EITHER SIDE H ALUMINUM GRATING, 32" WIDE LENGTH AS REQUIRED /-NOTCH CURB 4" x 1 1/2" BOTH SIDES CURB AND FLUME `- 4" 21 A SECTION THRU CONCRETE FLUME VWKIE Ta X CF 4�% AM f CM- .i r4_AC1, * -*14w r rm t C'.-T s .l Pious 7 .SOG +[t' my fS'S 1ALCMS' s+CL' qF C�"' S'�A1.A. rvktgftw L4'r? ♦r rr4 CW or -W Ckpa ,4Mt1rC�AT tR I'L{.'�I��'iL:�TC3a`lfFili£� :S,21 WITO S 4C 4rf SM?' A= CV i{,fF AL }fYA�FR'AY"f A1C i9 4w^ LC' LOST. lui ,xwti�a L.Yaiw Y L.g6M+w' frxiTS� 4'Act'�ac, .t-a s �rre:aer- k d b fi y .-' ►' j U,1Lot. w «' LJTS1wi W c t_[L T T rn A OK 9r ss7tM cWt rl"InVFTrwwax x K mw. TW a�;;Ct�lf_V-JA''0IS1 64' CtJRR & f,- j CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4-X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 1 ��► Jill FLOW 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLOW �F1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH, Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.01 Sherwood & Tyant 4'x 4' WOOD RAIL - I'x 8' ROUGH SAWN BOARDS 6'-4' LONG. STAGGERED W/1' OVERLAP 6'x 6' (TRFi1TED) wow POST POST BASE Q V5/8' Uk BOLTS ex 4' WOOD RAN. Tr DLk CONCRETE FOOTING SECTION A ADJUSTABLE (TYFICAL 4r - 3' SOUME -, STEEL TUBING T i 2' SQUARE STEEL, W WELD -' ALL JONTS -7►Ilt- 1' Overlap Oypx;ol) SLOPE FOR DRAINAGE 6' CONCRETE SLAB W/ 6x6 A WIRE MESH (SEAL CONCRETE SLAB AGAINST CREASE ABSORPTION) VD0T CG-6 EVANSLON JOINT AT EACH POST FOOTING (TYPICAL OF 4) O (2) COCONCRETE,0 FlLLt1ED POST __*0 PLAN VIEW To'-0' 10 T - 9- rCAPS ON CMS DIWENSIONS MAY VERY 17.�_FOR SOLID CONNECTIONS DRILL NOL'S 11 CONCRETE TO LOCI( GATES IN OPEN AND CLOSED POSMONS. (2) 24" LONG 3/8' RODS To GRADE GRADE is, ° -CONCRETE �• ------ ------ - `f (CONC. APRON) FOOTING S ix 8 ROUGH SAWN QOtiRD Ae 6'-4' LONG WITH 3 8 SP BETWEEN BOARDS 3' FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL W o�G1NIA °d Z LLlz a °wwoo W Q rJ Ui O �. tf c:)U5 IJ7 W • U Nv 0 .+ U U) O Q a)C:) 0- zp CC3 N c >' 'Lu ~ LR -0 L1 r J U CV �O U 4- o .o a) m cn y c w 0 c�Y d0 M LL 1 S' 1-- lL 7 prp��4 u) cn O T a. Ill tTf � = O Ucz1;) 1 O (D cz T.� CS J J F- o z o p co Q LL' m Q Q. 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