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HomeMy WebLinkAbout73-05 Walgreens - Walgreens Store - Opequon - Backfilea a GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and eguipment and perform all work including restoration for the completed installation of the utility systems and olll 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 contractor's responsibility. The contractor shall nottify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. I he contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior toi 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 permiits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined tca the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer ffor 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 ore available at www.fcsa-water.com . 2. The water and sanitary sewer portion of these pllans 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 i 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 Ian existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on mew 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, rmust 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 land 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 5/18", 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 instaill 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 asssembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE A RESCUE 1. Burning of land clearing debris requires a permit Ifrom 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 tbegins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. F­'HEN CITY, VIRU'INIA STET VIRGINIA DEPARTMENT OF TRANSPORTA71ON V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as Vt. All work on this project shall conform to the current editions of and latest revisions to the Virginia determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion for the full width of any dedicated street right-of-way. At the direction of VDOT, and Sediment Control Regulations, and any other applicable state, federal or local regulations. in case density tests shall be performed by a qualified independent agency in accordance wiAh of a discrepancy or conflict between the Standards or Specifications and Regulations, the most VDOT Road and Bridge Specifications. Certified copies of test reports shall be submittied stringent shall govern to VDOT daily, unless specified otherwise V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health V15. VDOT Standard CD and UD underdrains shall be installed where indicated on Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. these plans and/or as specified by VDOT. Q. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in V16. The installation of any entrances and mailboxes within any dedicated street right - accordance with the current edition of VDOT's Workk Area Protection Manual. Furthermore, all traffic of -way shall meet VDOT minimum design standards and is the responsibility of the control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge developer. Specifications. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It account receivable basis following the Manual On Uniform Traffic Control Devices. is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify V18. The developer shall provide the VDOT Residency Office with a list of all material the developer from this responsibility. sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT V5. Design features relating to field construction, regulations, and control or safety of traffic may be Residency Office prior to acceptance of the work. Unit and total prices may be subject to change as deemed necessary by VDOT.. Any additional expense incurred as a result of any obscured. field revision shall be the responsibility of the deweloper. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a V6. Prior to initiation of work, the contractor shall bee responsible for acquiring all necessary VDOT land mechanical spreader. Density will be determined using the density control strip in use permits for any work within VDOT right-of-wcoy. accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-'10. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and A certified compaction technician shall perform these tests. Certified copies of test held by the engineer and/or developer with the atttendonce of the contractor, various County agencies, reports shall be submitted to VOOT daily, unless specified otherwise. In addition to utility companies and VDOT prior to initiation of work, checking stone depths, a VDOT representative shall be notified and given the opportunity V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any to be present during the construction and testing of the density control strip. undetermined length of time. VDOT requires and stholl receive 48 hours advance notice prior to any V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the required or requested inspection. VDOT Road and Bridge Specifications. Density shall be determined using the density V9. The contractor shall be responsible for maintainincg adequate access to the project from the control strip as specified in Section 315 and VFM-76. A certified compaction technician adjacent public roadway via a construction entrancce that is constructed and maintained in shall perform these tests. Certified copies of test reports shall be submitted to VDOT accordance with Section 3.02 of the Virginia Erosi�ion and Sediment Control Handbook. Furthermore, daily, unless specified otherwise. A VDOT representative shall be notified and given the access to other properties affected by this projectt shall be maintained through construction. The opportunity to be present during the construction and testing of the control strip. Developer shall have, within the limits of the projeect, an employee certified by the Virginia V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) Department of Conservation and Recreation (VDCR)) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and rmeasures on a continuous basis for proper inches and larger shall be explored below the bottom of the excavation to determine the installation and operation. Deficiencies shall be prromptly rectified. type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation V10. Contractor shall ensure adequate drainage is achieeved and maintained on the site during and at the designs shall comply with VDOT Road and Bridge Standard P13-1. Where soft, yielding, or end of construction, otherwise unsuitable foundation is encountered, the foundation design and/or need for V11. All water and sewer lines within existing or propossed VDOT right-of-way shall have a minimum foundation stabilization shall be determined by the engineer and approved by VDOT. thirty-six (36) inches cover and where possible bse installed under roadway drainage facilities at conflict V22. Approval of these plans shall expire three (3) years from the date of the approval points. letter. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) V23. VDOT Standard CC-12 Curb Ramps shall be installed where indicated on these encountered during the course of construction shmll be immediately brought to the attention of the plans and/or as specified by VDOT. engineer and VDOT. Work shall cease in that viciinity until an adequate design can be determined by the engineer and approved by VDOT. V24. VOOT Standard Guardrail shall be installed where warranted and/or as proposed on these V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT plans in accordance with VDOT?s installation criteria. Final approval of the guardrail representative prior to placement and fill Where C.BR testing is required a VDOT reP resentative shall layout to be given by VDOT after grading is mostly complete. be present to insure the sample obtaines is repressentative 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 arnd that testing shall be performed in accordance with all applicable VDOT standards and procedures.. Frederick Coulity, i�'irginia PART OF TMP 86 ((A)) 102A Zoned." 1-3-2 Proposed Use: Commercial Vicinity Map Scale 1 "= . 2000' O C , 2005 REVISED: N®VE EER 21, U05 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. Owner: Sherando Towne Centre, LLC P.O. Box 2715 Winchester, Virginia 22604 (540) 667-2120 Developer: Red Leaf Development & Investment Associates, Inc. 1929 West Joppa Road Towson, Maryland 21204 (410) 321-0038 P.O.C. Robert E. Statkieicz LOCAL UTILITIES Frederick County Sanitation Authority EROSION CONTROL P. 0. Box 1877 Winchester, Virginia 22604 1. 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 Whitacre 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 Allegheny P g yower as indicated 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 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 (i.e., road surface, stormwater conveyance system, (540) 722-5852 P.O.C. Cindy Laing 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 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 Adelphia Cable throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest date after No is to denuded for than 7 days possible establishing grade. area remain more calendar 1039 N. Frederick Pike when construction is not in progress. Winchester, Virginia g 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. Brent Liles 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 gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (50) 869-1111 P.O.C. Tim Hockman �T H ©F' by FredeXk County Zoning Administrator �3 6 Site Plan Approval Valid for 5 Years From Date Shown Hence Date .. R i NO.�. ♦ �, . roject i kio y�M 8. h emet ON u mOf 0 I DIRECTIONAL -- ---- -_.._ TO WARRIOP___11 CD L /�` ---- - --- __ - _ - - 0E________ - -- - - j it J - - ; FOR PARKING LOT AND WATER LINE PLANS I �' ` ! I', _c"n E° .- RANDO-TOWNE CENTRE --PLANS- � - --- -- ------ 434 68' I SEE SHE 1-$" TAPPING I I lv ; ; DATED: NOVEMBER 9 2004 SLE & VALVE ��/' ;;1 D .1 � I;- I1+ S79.14'26'E DR. V//A. T,--, , r 8, PVC SL -1 TCC ' - / Tfr___-- �' / ---- _ l WARRIOR DRIVE J`. 256 FT. - . ,ST SAP,.,. SIi-I { - - n / TM 86-A-105 / / PAUL V. FUNK D.B. 720 PG. 563 ZONED: RA USE: RESIDENTIAL Culvert Summary Culvert Inv. In Inv, Out L(ft) D(in.) S(7) Type 1 746.20 746,.10 22 18 0.44 CPP 2 748.50 747.,47 13 15 7.77 CPP 3 747.07 746.194 13 18 1.00 CPP 4 748.24 747,70 54 15 1.00 CPP 5 748.84 748-34 50 15 1,00 CPP 6 749.43 748.194 49 15 1.00 CPP 7 746.53 746.10 43 15 1.00 CPP 8 744.96 743.19 88 15 2,00 CPP 9 f-746.95 74516 90 15 2.00 CPP NOTE ALL CPP IS TO BE GRUMPLER SM❑❑THC❑RE OR EQUIVALTENT, ,,�--MATCH FLOWLINE I ---.dry_ 15,000 A.D.T. _. _._" WARRIORDRIVE _- 478 FT. - fOR-RTE 2 --- MPROVEMENTS- - SEE: SHERAND TOWNE CENTRE PLANS DATED: NOVE ER 9, 2004 TM 86-A-117A GREGORY A. BUTCHER / TM 86-A-106 INST. #030019055 / GREGORY A. BUTCHER ZONED: RA INST. #030019055 USE: RESIDENTIAL ZONED: RA USE: RESIDENTIAL Storm Inlet Summary Str, No, Inv, In Inv, Out Top Elv. Type Throat 1 746.20 746.20 751.82 MH -- 2 -- 748.50 751.56 DI-1 -- 3 747,17 747.07 751.56 DI-1 -- 4 748.34 748.24 752,23 DI-1 -- 5 748.94 748.84 752.23 DI-1 -- 6 -- 749.43 752.23 DI-1 -- 7 -- 746.53 751.65 DI-3B 6 8 745.16 744.96 750.00 DI-1 -- 9 -- 746.95 751.55 DI-1 -- Cr9APH/CSCWE 30 15 0 ,30 60 IN FEET J 1 inch = 30 ft. 4" CONCRETE 2' STONE BAS] PROPOSED SEDEWMK SEMON'1' FOR ACTORS ENCLOSURE VJ,"10 749.00 fit 0 >.7 14Af 1[7if111�fi'(- ,717 / 1 STEVEP D.B / USE: 1.5" SM 12.5A 4" BM25 OVER PRIME COAT - 8" VDOT 21 B WELL COMPACTED SUBGRADE w z ^J LL w I C" C111n CA VIER PRIME COAT 1B ;OMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale PROJECT SUMMARY TAX IDENTIFICATION NUMBER PART OF 86-((A))-102A EXISTING PARCEL AREA 1.5 ACRES DEVELOPED PARCEL AREA 1.5 ACRES ZONING B2 ADDRESS FAIRFAX PIKE CURRENT USE VACANT PROPOSED USE WALGREENS STORE DISTURBED AREA 1.5 ACRES SETBACKS REQUIRED PROVIDED FRONT (US Route 277) 50' 84'+ SIDE 0 27'+ REAR 0 67'+ PARKING 5' 9'+ BUILDING HEIGHT 35' (MAX.) 24'(+/-) GROUND FLOOR AREA 14,470 SQ.FT. NUMBER OF STORIES 1 (24' t) FAR ALLOWED 1 FAR PROVIDED 0.22 MINIMUM LANDSCAPED AREA 0.22 AC. (15t) LANDSCAPED AREA PROVIDED 0.25 AC. (18%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/200) 72 71 HANDICAP SPACES 3 3 LOADING SPACES 1 1 TOTAL SPACES PROVIDED 75 PARKING LANDSCAPING PAVEMENT AREA 36,327 S.F. PAVEMENT TREES REQUIRED 18.2 0 1 /2000 SO. FT. PAVEMENT TREES PROVIDED 18 INTERIOR TREES REQUIRED 7.5 (®1/10 SP.) INTERIOR TREES PROVIDED 8 TOTAL TREES REQUIRED 26 TOTAL TREES PROVIDED 26 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. 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. 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 4. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 7. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 8. ALL UTILITIES TO BE PLACED UNDERGROUND 9.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 10. FIRELANE MARKING SHALL BE PROVDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 309, OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS IBC AND CABO A117.1-98 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. 12. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF 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. TRIP GENERATION FFE, 6THEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 1276 T.P.D. USE CODE: 881 FIRE LANES RECK)MMENTS= 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. THIS STORMWATER PLAN IMPLEMENTS THE INTENDED DRAINAGE FLOW PATTERNS AS SHOWN ON SHERANDO TOWNE CENTER LOT 5 SITE PLANS. LEGEND PROPOSED CURB & GUTTER .................................... PROPOSED STANDARD PAVED AREA (8' 21B/2- SM 12.5A) ............... PROPOSED HEAVY DUTY PAVED AREA(8. 218/3' BM-25.0/1.5' SM-12.5A)- - PROPOSED CONCRETE AREA .................................. PROPOSED GRASS AREA ........................................ PROPOSED EASEMENT AREA ........................................ - - ZONING BOUNDARY ............................................... ZB UTILITY PEDESTALS ............................................... EXISTING STORM DRAINAGE & STRUCTURE ••••••••••••••••••••••••••- PROPOSED STORM DRAINAGE & STRUCTURE ........................... PROPOSED WATER MAIN ........................................... --I W!- EXISTING WATER MAIN ............................................. PROPOSED FIRE HYDRANT .......................................... PROPOSED GATE VALVE & BOX ...................................... -1 IYI-- EXISTING SAN. SEWER AND MANHOLE .............................. -0---+ PROPOSED UNDERGROUND ELECTRIC SERVICE ••-•••--•••-•----------- UGT i PROPOSED UNDERGROUND TELEPHONE SERVICE ........................ TEL PROPOSED GAS SERVICE .......................................... GAS' Q 0 Re Sk 0 0 7 \ Co W Ln C o N N U Q w F- o w J � m w o O 0 U U � z m w o ¢ U z LLJ � Q o c� V) Z w = o C� O 0 U) t1)1N Z 16 J \R�TNIq J 41 3 Z O Q Q o 0 war mow z Q� ��Z � S Cn '' Q F�-0 wow w �w �� d � � CU O 41 0 �0400 v Ui U U) +- d = ++ � c� Q 0) v Q co O a I N V) a7 N o a Q 0 0 CV J cl� ¢ c0 CO otf a� > 6i L J >` N rN c 0 00 r-- v E- u. N vi •L 0 L � = to i O N a L-Li J L_ F_ F_ O U w 0 w Li F- U) Q z C.� g Of a � U c3 � Z � Y w 0 W Q- OrW W a o i) LO 0 0 CNI z O Q CO O M to = II 0o L�J CL w LLJ >_ 0 04 wUj i w Il-- ___I w o' �-U Q w (n 0 0 O V) N O U V c 6 � cc 6 O z o 6 N w 0 = wM 10 10 1 U L-1- r iP,9 SF (,/ 015751 � �\i,C,_ 48 AC� n ^-� i -------P--AR"' -- F--- T- : -- __�A -1_0 2 A _ i l I . P ° CORPORATION ---_________ , __-- _FlM�----------- ---- -- _ ----- -------- EN TOWNE Cd TR,E C C14 - -- Cfi3--, -- - _ 7� _ = PG , --�`5 -- -_ - - - =-------------�-------------------------- - -- I �- 20' i WA TER \ \ �� %AB. 768, P G. 17 9 7 ' LOT 5 EAT MENT �% 09,035 S J434.G�/ ZONE: B 2 INST. #050015751 1-8"x6"TEE E T� I I 1 1 I 1 I 1 1 VAL " PVC SDR21 WATER MAIN 20' W TFR FA.SFMFNT r 751 - co 751.05N 748.25 t:r'i co 749.00 114.0' AT 'bN , E i . 753. >' ' PVMT I ' N 1" WATER MET '1 + 753.38 i i U 2" WATER , �00I y;aPVMT _ iI ' - SERVICE 33$ 753.30 P4748.9 54.8 7O0 .75 11 PVMM M E 50.50 v wz 753.75 IP 753.30 __-- - i5o.10 SE ANDO TONNE CENTRE, LC l T52 23 75 0 J TOP i a. , I �- a� I --- LOT 3 ; ' w ��7, ! 100,066 SF i Q 1n � . ;7 43 7 52 48 I s.� . HP ;_ I °'�I 1 .2972 Ac.� z �r0'?� 75 I0.40 748.2 148�7 (MST, 050015751WALGREENS RIM ' Q- ` 14,470 S.F. �� I )3C o I� II 753.,% 5 72 PARKING SP. REQ'D. ` ; 749.00 h OC '- 72253.30 ., 75; PARKING SP. 752.23 , , a TOP » PROVIDED ON SITE 1 -- 800 S.F. HARDWARE STORE �? 57 BRACES REQUIRED t `° o FF ELEV=753.50 I o ] 7 n in ) T r%T�� '�� EXISTING STORM DRAINAGE dr STRICTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB• dr GUTTER ....... DRAINAGE FLOW ................. EXISTING. -GRADE ................ PROPOSED GRADE ............. . PROPOSED EASEAt1N AM......... . PROPOSED -SILT • FENCE • • • • • • • • . • • • • SF SF - INLET PROTECTION . ............ (P 0 IP LIMITS OF DISTURBANCE ............ LOD DRANAGE• DMDE......... . IaR4P111CSCALE 30 15 0 30 60 /N FEET 1 inch = 30 ft. / t �f t 4� t 1 1 / I i o 0, 20' 20' FIRE I ! o 1-6" TA SLEEVE i VALVE B l ! 1-FH ASSEMBI J SET 3' 1 / 6» ,ND SDR 21 WIL , CD \ RIM= 746, ___,-___ INV, IN= 7; ,1 INV. OU T= , CIP E�% PR DRIVE" ALL SPOT ELEVATIONS SHOWN ARE TOP OF CURB UNLESS NOTED. STONE CONSTRUCTION ENTRANCE 70' MIN, A J FILTER CLOTH 6' MIN. I p / SIDE ELEVATION GROUND 70' MIN. B VASHRACK F- REQUIRED 10• 12' MIN. L VDOT #1 I I �� POSITIVE DRAINAGE O TRAPPINGDEVICE COURSE AGGREGATE B TSEDIMENT F EXTEND FULL WIDTHMUST INGRESS AND EGRESS PERATION PLAN VIEW � _'w Y •1 �. EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) 1T W. EXISTING PAVEMENT T \ 1D' MIN. REINFORCED CONCRETE" DRAIN SPACE -- SECTION B-B SILT FENCE CULVERT INLET PROTECTION ENDWALL TOE OF FILL I S CULVERT of - I i T­ t TOE OF FILL 0 0 0 0 ROCK CHECK DAM REQ'D o 0 ' DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT L FLOW REQUIRED STONE COMDINA TION 1.0' 1.5' FLOW i 'VDOT #3, #357, #5, #56 OR #57 WAKJt AIjUKL Alt TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from 1983 11c*nd Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC SOURCE: VA. DSWC R 0 CK CHECK DAM 2-10 ACRES OF DRAINAGE AREA: VDOT #1 C+O.ncm •nnnt,n •mv� SOURCE: VA. DSWC PLATE. 3.20-1 2.5' CLASS I RIPRAP PLATE. 3.08-1 BLOCK & GRAVEL CURB INLET SEDIMENT .FILTER CURB INLET RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENT P , SEDIMENT II II IIIII WIRE SCREEN - '• �P 2' X 4' W000 STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE PLATE. 3.07-3 SOURCE: VA. DSWC 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. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL FLeW_��C_ I �I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC III I " 'M WIRE SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PldfL J.Ub-1 9berwad ✓i 1jait A J (� d o oowv mow wU"z S UO ( N r Q F--O WOW w �w o0 a L1_ c U O 41 0 Of ��WW0 0- 0 _ V (n Q -,_l ♦ (U 07 .� O r\ v � � O o I N (1) In N -0 0 O Q 0 o N O -I W d o 06 Q) > 6 J d� 4.0 N - N c rN c 00 00 0 o 0 I\ r, LL N •L O >` Q) L _ (n + in O a) C CL Lu PLATE 3.07-8 `J Q E5 a cc S U �0 w O Y o p L iJ Z = 0 w S w C/) O0 O o w � • F- LO O N N \ � 0 N z - O DL Co A/ LL w I (W w r O mm L.I � O w- U w Qz 0 a U) r 0 0 a ((f) w u=) m LJ cD Q U o O 0cn z ~ ,mil 17111 z 0 d U .I Q U o LIJ O r Z z o Y 0 N zn CV z W = J M I2 0 LL `L ! 20' I WA TER i U' tj . I / b 0 � r U, . 11 / `j z CLl- Q� Q � Z �2 GRAPH/CSCWE 30 15 0 30 60 ( /N FEET 1 inch = JO ft. d SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES ® l'-6" S.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FF. 1" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB 8' GALVANIZED GROUT ROD. BOND TO POLL #3 STEEL REINFORCE TIES @ I'-6" O.C. #4 STEEL REINFORCE BARS LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. I'-8" 4 CONCRETE BASE P.V.C. CONDUIT AT 2'-6" BELOW GRADE TO PANEL 40TE: kLL UNDERGROUND WIRING 10 BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL o-on LITHONIA KAD 40OW MH 2-FIXTURE MOUNTING HEIGHT-20' c,o LITHONlA KAD 40OW MH 1-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. 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 _ DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches lj Prune suckers 2'-3' mulch kept away from trunk ,—Soil well to contain water UNAMENDED backfill soil 4.Partially backfill, water to Widen and score hole wall a .Q settle soil, finish backfilling Remove container and cut circling Area for water drainage Leave solid soil 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 scale PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY HRAfSS Ho1EY LOCUST 2' CAI. 0 6' HGH AS SHOWN 11 DOGWOOD 2' CAL 0 6' HIGH AS SHOWN 4 FLOWERING CHERRY 2' CAL. 0 6' HIGH AS SHOWN 11 HETZ HOLLY 3 GAL CONTAINERS-3' HIGH 3' ON CENTER 110 SEEDING REQUIREMENTS A,L 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 SQ. 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. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. QJQ L� J \RGtNIA J N 0 4, J Q O O Wd (If OW Z v Qto �`nz _ v 0 U) Ul (� r �`" Pz: 0 �� z LJ0w � > 6 oU a �� o +� d 1'V 0 0 Z Z Q Z CL < Z U _ �-- a Z — w J f- z S 0- U z � ]C W Z jr n O �► 8 w a� I— o Cn � 0 U w O r ch LLJ tf) 0 ci N •— of 7 z w w O V_ CC 0 0 (n O c M W p z w > O L� '— LLJ J w < _ Y o a U) QU o 0 cn cn Q m Z w cD O < N Q Z a U J V z0zLLJ = o cc U C)cc p LLJ V r ' wd O z z w zN N z w ( _ w _jM 0 0 U �� 'rvr -,-Derw►6iRtaeltil • 4wrtcii •Mldllit irS y aa,eq„Yed r it ft aabad110 so Nil Nk eat paced "NOW � Zr~ T r All belcW to be wmpaated to t ^�► " I 915%cifASTM DON meoimm eAaars � ST,i4tNCIAM VCXLMO taIETAI,. k:J rW er nalrim amm saleat tral 4 cat pad 1'4'd1a x Ir deep ,s' '~ �' arartk► y 1i241D. tEeOdi61 �takl-�tRl9� oultaata E` A" V itaaellaluba � I � ���4 t�CtNCIIIl it irN I R- E cQN erem mCH ""Mum eIa" I+ s t0 � batioil *blare iWcAbob V" tt= t4rtlttw rreattmr .t r� a+brla 2b' 6t11wd1 bat Ml - INS SOON I h , masherllsal jW�it ,tt�o►rueb E+' erlArel»awhh s' brWil 1K lIICAti�flR!!T TRENCH & SEWING FIRE HYDRANT ASSEMBLY 4- owes 40- > ills W" jb 1011W NR Xapipot tty by ttew sill 21 Valli~ bdl4Wtamp 6ae �gptpi 2 VBHH77-15BHC-11-77 • 2' customwrier (mbyeter by FCSA) cast in place access standard flat top door, centered in for 4' diameter top (see note 1) L manhole varies at property fine 2' max. finished (see note 2) grade WR 35 M x 4r17 1 . . — . . /- — F+ ate! aciaewA skid pad roadway box polyethylene 27. _ �, 3' riser sacxan for 4' PAY tubingT�20diameter manhole w/ SS inserts at all with cutouts �� 4T connections Will 3' ml 111111 Q,, saddle with 2' min. - R -�- corporation Stop 3 ;:? r`z 2 a -°x '<_• - - f 31f ll cow support blocks water main 6'slone bedding~ under custom setter dtt�11M 12 gauge insulated copper ball valve curb stop with PJ wire for fine trading, taped 014-44 w/ SS inserts 4W (CTS) both ends [1344-777 at 10 foot intervails and MIP plastic plug w/ SS inserts]; with 2- gate valve operating nut MdIlAff! Zk >1' uMi NOTES: a t? 1. Access cdoor shall be by Halliday Products or our ; approved equal: 1 + a) in non -traffic area - model no. SIR3030 Ordo b) in traffic area - model no. Hi R2424 8- 2. Water service crossing street: a) Encased in 61 diameter SCH 40 PVC orSDR 21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk CUTOUT DETAIL b) Install 12 gauge insulated copperwire (for fine tracing) from Corp, stop to into the meter box [ wrap wire around (typical) 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" METEIR INSTALLATION SEWER LATERAL -84- SEP 05 IPOR MAIN WITH OO1VER 15 FT' OR LESS 4 T- Both joints of the fitting shall be restrained. In addition, ail joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP 6" 8" 10" 12" 6` 8" 10" 12' 6" -- 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 70" -- -- -- 40 -- -- -- 20 REDUCER i- L r- 1:3 iL �L �t� L� In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PiPE (Ft) PVC DIP 6" 8" 10" 72" 6" 8" 10" 12" 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- SEP os finill DOWN BEND DEPTH 4 FT. MIN. Id DOWN BEND RESTRAINED LENGTH <L Vertical offsets contain down and up bends. On down bends, one joint fads horizontal and the other points down. On up bends, arts joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND RESTRAINED LENGTH a. tr ?A RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT, MiN, 5-12 FT, 4 FT. MIN. 5-12 FT. SiZEI1YPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZEItYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" PVCIDIP 45, 22.5 & 17.25 20 20 10" PVC 22.5 & 11.25 20 20 8" PVC 45 40 20 10" DiP 45, 22.5 & 11.25 20 20 8" PVC 22.5 & 11.25 20 20 12" PVC/DIP 45 40 20 8" 01P 4:5, 22.5 & 11.25 20 20 12" PVC 22.5 & 11.25 20 20 10" PVC 45 40 20 12" DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 755 750 745 Q LL IN 30F3 SEP os Lr In addition to restraining each joint of the tee, (1) any joint that fails within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the nun (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a toot requirements for Lb. A Wye shall be restrained per a test Lr and a W bend's L requirement RESTRAINED LENGTH OF PiPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 x 6 20 20 20 20 10 x 10 20 20 20 20 10 x 8 20 20 20 20 -- PROP EX GRADE GRADE COVE 6" PVC SDR-21 WAT R LINE I I L� —m m w >1 (wn w w W Q ifh C\i I- Q 2 cD It _ I I � M O — 00 11) + 0+00 0+50 1 +00 1 +50 WATERLINE PROFILE tow ameraftmw 1+6' doe. x $ d nartasta"pad �rlid•ea cap 'I r LS�d t1eM�, lr1c. castFat ctaanaut R=P''�l1r#o11 4' atnna- M � � ntarAad PKQ l 1p a ¢ WWOM ft S4wo 4r c7 'BI fC Mad ■ctivr M>f �f t+iAltbla vtl�t b�coc MR t!i - calenottt pig 4r rrffrr, 4oteom aaetictn tpcliAlos+ br+V k bow of"nattdnsd - r�� air .. aar9rfntVt SUR21 Yl JL e .. {' SM 21 >d� - - -. s , r _ tea-. .:a5'�.$"' a,�;„- •�':�n":"�' -•.. - - w«. i,',•�+'w"+; %,�++:; t'�'��'a;,� +,•r;•;S.Srr^rgm,.�, y5'r.'S,."a;�,'t�..s-6 +,+y�.�?C ItQ- a' acorn Mi vb+ta 11mw2a' dk87[ i8's+t+m tNt71gt ('fiDr YPMiIY t�"' and OErQNfj ptoEQ: ltria "M is 00 40" for iMlttdtr* "kft CIATE VALVE SEWER CLEANO • -19- Small RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that fails within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8" 10' 12" 6" 8' 10" 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11,25 20 20 20 1 20 1 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- 755 750 FF ELEV=753.50 0 745 100 a O d 740 0 20F3 cD tl- C� � N � II Q adz 0+00 0+50 SANITARY LATERAL PROFILE SEP os U n 66, 2.00 ® SD 4 O O n II Q� I o►-- L O GRAPHIC SCALE 50' 25' 0' 50, 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. VERT. 0 0 CD Elm C iCn \�OINlq -1 N O Z Q oz� Q O 0 war XOW Z N QUJ c0 t-Z 20 CISWwo r Q ,_0WOLI-w 6 v tr Li- O a ��i o d �� N00 U Uj U 4v d � Q t) V OL LO Ov N V �- rn Ln N a p O d Q O O N O J Q (O CO to tr) N C r-) C O O GG n N LL U) vi O ti. v _ (n + O v *.t (D 4.0 E- CU (7) O. LLj V) J �- J o -- X Q. W F— J D F- V z � Q _Z 10 U �10 � z�Y O W O w Q^ W O Lij a aW lL. O h V I F- v U W O If W Ln O Z O r— �— V) O Q O LtJ � 0 to W W F-- -i W U Q u o0 n u J O h— z M •O F- 00 O z ON W rz -F 0 O CO F.- F. Atlantis MattrixTm / D-RaintankTA° Typical Tank Inlet Outlet Design Outlet Pipe Non -corrosive hose clamp orC tape used to fasten liner to pipes to prevent backfit from entering structure. Non -woven Polypropylene" Geotextile fitter fabric encasing Atlantis Matrix^' / D-Ralntank-. ;i■F�� A•tl�c9iltl� Side View, Inlet Pipe Ion -corrosive hose clamp or :ape used to fasten liner to olpes to prevent backfil from ,ntering structure. Ion -woven 'olypropylene ieotextile fitter 'abrlc encasing lttantis Matrix^' / 1-Ralntank- Atlantis D-Raintank TM Double Tank Module Part No. 70004 - (W)408mm [16.06"]x (L)685mm [26.97" x H)880mm 34.65" DOD Urylt ��®� fJ1��ffl2@ot®n4 Maximum Recommended Load= 11.1t/m2 [34 psi] Volume= 246.301 [65.085 gallons] 'Water Management for Life'" 4.06 Modules - 1m' Atlantis MatriXWD-Raintank Typical Parking Lot Design with Cleaning Point GEOGRID 8I-AXLE ON AVEL OR PERMEABLE GE07EX77LE ON SAND 8" CLEANING PORT KI TRAFFIC ATLAN71S D-RAINTANK BEARING VALVE CAP WRAPPED IN NON-*VVEN P00PROPYLfN METALLIC U71UIY MARKERS GE07EEX71LE RUER FABRIC CORNERS OF INS PAtMEN T SURFACIN C\ TO MARK FOR I TFCnONON PAVEYENr BASE' NOS-DURACAST CATCH B c AND GRA 7ASIN E� , 39' is m> �. ,+:a.N Yt fk 3 k Y, �In f � `�t 4 F,if �. � { 4 ��7.lig� `Ili=,�P�)�C,,.•• °r Rt . Y4. i ft I i t,,ItlN1 1 11 i y�'` i �° 'r�"_�#✓ o'i*•��x h'X � °.. '" � 1 a t €.`�aysr%''"y��`�`W�n x e sf✓tt, ��1t=t � a.�F �" ♦ �•-,. �4. �. F �aS ,�1y� n u*ro ; � x+... i fr ��� X'm *,w' :�w'?^Cvai r 1..e vt �; dll It.. n'-11 s s �=n�y�;r�u=n->r a=a�1-n-u=n=n�na* nn=n=tl=n�n 'a- a=nit=n=Gr_nrnu-n=n�ntl�a�n I1-11� -u=y=n�:�n=Tr=��=uunZl�ln nt�l��1Ff11111.-111h�II=n=11�1�f1�1�`-1[IL��11[tlpltll t_a4in,F•�r_u,�up = = ucu=gyn=M .��_s1=a= : �t-u-��ti%"-'xn'P=u=n--un=1=u-a=1r1 lll��ll�lll ll s��l 11�= I 1 � 1 A' 1. .1. 1 i '`* Atllant�is Y "Water Management forL3e• Deothl of Atlantis D-Raintank to be decided by Endneer. Tank Depths AVQllabte with Atlanitls D-Ralntankl Single Tank Height = 0.45m C17.72'1 Double Tank Height = 0.88m (34.6511 Triple Tank Height = 1,31m E51.57'1 Quadruple Tank Height = 1.74m [68.509 Penta Tank Height = 2.17m C85.43'1 EMPNO Olt HIAROI�MANK I SECTION A -A r KEYED Ci GIAVNT OUTT N -ay.1� r ••• •f•i3 '1 �tf+�. 19ARS E � �!' DIAMETER J7 BM'r 9 sEEfi a40LE FRONT ELEVATION EtAAtS F t- -+ IWTTCR RC4MD4CD} Fly 3,D ACNT PLATE SECTION Q`B k. Ili R ._ TYR A 1109E am& S WIL BE tl D VIM CC-3 t o0-7 StAA�AMKTf, ! ,.: • •. �Y"X /'' TYK 9 IM09E OE'TA. SMULL BE VKD WITH M-2 STAHMODS. T1�i A FVPE 9 W" x 4` Stab SHEJR COMECTCR KLDED O&VAMrlib otAtTE fat TYPE A To BE " &I M NOME OF U031Y TO A1W 4Mm AT VC-C, CoWnyLIRS " � TO 9E AUICMD U I■I1H A,r�. x 4" JTIID SMAR NOSE DE T AIL S M1ETM TO WNT PLATE AT 2-C-C. r AI PAVEMENT DI ]A L ix-ae L ix'3C t : '",• . ,• WARPEO PAVS#AHT ip 0 4.4 J 0-i Df=7A4fL WHEN USED FUR use a1 014 acts ADJACENT O CURD FOR USE N SACS W11HOUT GUTTER BOTH SUES TO 9E SYYETRHLAL SKEt 143T STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) ' 8' 233 viommA atpaRtwcml OF IRAMSPORTATM 302 TABLE OF QUANTITIES d■-3R,3B,3C Moog lam C3 � ;>•IO il0�ii0 ©E iA Q00 MF;=i�. �r� �f1♦©�.1�■�I�I•r���i r�J♦®1R��i 3it�7�©Ir��, 1t� � �'a©�ri �i��!"i%` i E>•�•3Ei�:�slE3>:7'0_E'�ji�1•�Sii10�{� OMAN NEW "Inor=*Tm "W' KM Tl;E')I�illt�N'li�At�O' �"'aE'1FF>•1�?ld�u' ��°7���E�Il 1>0®11�11�.I!'fii�7�© � �'7 i'7�1Ri�!'1C7C7��1�E�dl�7i t�>wl!'�•7i�:1•�"SiEi � - �"! NOTES L OEPTm of O LET on to lK $NOWM ON 1111 7, 04 x 6` SMOOTH DOWEL'S Ili APPRO►MATELY 1T?q` C-t To 13E PLACED #N ,ALL A KAS ADJAd�IT 16 III AREA YIEY aE CAW KN, M W#CH CAGE 1 E EXPAMSTOM JON1S WILLA4rPLt ONLT TO 'Tr' 2. TIE Q�M€tWMI ON THE STAhI?MW Al>fUtfllG 001 CMIE .10 PREVENT t t Ct1Ei9 No GUTTQR. T AND SPEOFLtI OH .E AtrS M1at BE IEASAEO FTIC > T OF THE OUTFALL ROM 5E NT ti CONCRETE GUMMKS � ARE FOR DEPTH OF 3r-2' THE ANOIigT PPE to THE TOP OF : S' RIXT110 -W 0IMEKSiOte APP11OXNA OW PL E OLOCTER WISP 11OLC fb EQP� L ATEa TO WITHOUT *0*TH 09TAM�PORUE QLIMHTS4! FOR NL[TStCb fA O0..32 9 T*KMC AND TW ACTUAL. ORVE115101K 3H1M, Q� TEll1<rlEfl BY THE i2 7n2"S TtiC MHMOIMARE CLOT11 .1` M/�3M aR GALY SiEFJ. IIMItE 1w16 OIFt[NEMt p(PT►rS ADD OR SOTRACT oO91C YA4RD5 Ir CONOREIE FOR EACH FOOT QO4NTRACTOR FR��Kt p G�tTI0N4. [■METER Q 4 WSH HARORARE {LOTH ARCHIORR±b�Y T4 THE OUTSEE OF OEPTW. 1 *4N L`FEO ,Oft THE PLA45 t 4E *VERT IS TO EE 9�F�1? M t DANCE WMH STAi7AP0 = PLAORG Of THE STRWTU11I 01ONFORDW ETiIEI. 9 VILL "AVE A MR. 17. LENGTH OF MIME /Hal As SHOW ON 114 t t OF 2 IS TO Ot L +t6" AT 4.10 LOS.Ary.. IS-1. THECOST of AM ALL MIATEII IALS N=:NTAL #0 14 $NAMNcT IS T3 1E MNCLUCEO N THE W PMRDE FOR THE STRLMCTUW- 9. ALL COVER OF 21. 16. * OENOTE3 LEMGIM OF aK c11 M M TIK E12NT T►# III9ERT of THE auTFALL 10, ALL XMFX? 1c STEEL to K +CUT CLEAR OF ALL OPi BY 1'- N. PALL N(M 4itCRID BARS TO M,, 4. PPE Its 14"N TNAM 11HE MOTTOM OF I►E H CM n Cry Wit. R B $ 2D. MR�h,E�� TO APEC To'C#IEr��jEU1l[0 d SSHAI.LI KjbI MI MORTAR Two PREVEW St OR PONONG OF WATER TII� CAST OF RF"911HOG PRE C ►3 TO 4"0 PSI4 PAgOaD CL N THE StRLIK� ARC PLALIt1O ALL AAQtEN1AL3 swODEHTAL TO 1?, 9iI1OT11 C1II SLOT il? WkL.N El1ERY CA6E li THE 'tHNWIIVC tS to 0C MCLt!HG[D'M THE Be SHOW ON PL.MtS 1rNICt] FC1At THE STRIAC'TUI111L a F INLET 13 CO"TMJCtED /4 MEDIAN 0" CA S. STM ARE TO OE PADVOW WW4 N b 4•-W ti1T1I Ir1TE AR 4DR$.1 UTTER IS TO 13E OR (2i£ATIER. IrCR CF AL5 $CC STA OMD, ST-1. 17R/TTEl1 E I• 6- INS ITEM MAN W PRECAST CA CAST -IN -PLACE, 14. STA%LJWt? 14LETS MAY ez- CONS'AIUCTED WY" C04CpETC OLOCx% re ACC.ARLIAXCE wITN Tl.[ DETALS SHOW11 ON 51 >4vDrAD DRAWP+D DI Shw2ofs 1 STANDARD CURB DROP INLET 1211 - 30" PIPE- MAXIMUM DEPTH (H) 8' 302 4'I+oOMA CCPAR11ERT OF IRM SPOITTATIOIM gp4.p¢ °/1 SECTION CAST Ilt`l'xN IA SECTION STEEL NOTES Z•_7• L 2{A' a i/}` ■ IJ�' 1. DEPTH M s;ET M TO EE SHOWN Ov PLAN& Lugs t, bt T-� •• IQ'-4- long FOR OMT11 GWAIER MAN 17 V9! SI A! MW.) t010 ntow � DI-1A 13 13 2, tl•K 1", Da1ERSlON SHOWN Off THE STAI414ROS 1M SPEOFED ON III PLANS wL K --� ATI ` MEASMEEI FJ;OM THE INVERT OF THE OUTIALL i t,AeS1 CALM. PIPC TO I E TOP OF TK STRILCTURE. !!GN $TEfL Ott PLAN -or OWWJ0� N.' MC APPFlO? MATE O .eki�M 1H1C FOR ESTMATW C PURPOSES AHD MUTUAL -�jI 66 2 I ONENWNS SHALL BE DETEiRIMNEk2 By THE OptyWt}I s I t. 43.6 .. 3 ai1 LONrOACTM FWIU FELD COHDITIf�NS. $recta Rim *, HntludMq W60 dl 3. 1r+E1 SPEICIrE6 C14 THE FLN45 itf NVENt 15 h•Nr r lari :T conrl or* TtO BE SsIAPEa N ACCCRJANCE %tTH ST04:4140 to a0w 5 1. THE OOS:T Of RFINISM4 AND f'T,,ILL VATERIALS RICM4TAL TO SHE 54441PING IS t0 K ISCL O IN THE BID PRICE FOR THE SrR41CTURE. y, ■ fr3- a 4` 1• ■ N" 4, IN THE EYEN7 THE I#VMr O' 1NE 01.11FALL L4ga J Stud i114!ar PPE IS "0+3R TsNAI THE BOTTOM OF tK ta■noeladl 3TRIXTuRE THE INVERT OF THE STMCTLIPE 511 BE j1HAIP£D Yor" GE PIT �rAR TO EMT STAND0RiXILR 3 a AF WATCR r-'---��-�T IN T T N THE STpLr:TIFF. THE COST OF i'LIFht5H+M7 COST LFWj 1 1 q M� ALL yA,rEAttALS rM TO • FANDtE UUCD I 4N:ET 9NaPMIG t5 7o eE rNcLuoca 4N 1rrt ea 41 r PRICE FOR THW SIPUCTLRE. SECTION 9-9 S. STEPS A►E 1O 1E PROV+DfD TMfN n 4 4•-V OR GREATER_ FOR DETNLS SEE SIANDMU ST-1. EN r p COLLAR DETAL S. IRS Iffy *AV Af PRECAST OR CA$T-PLACE. aA 0; 7 ■ 4 x A' SWWTIy Oa7MQ i MT APPROIPMATELY 12' C-C 10 Of IBti4O 9N kt AREAS, AO"CEkr D TO ABUT7sNO Co►ICRCTE TO M4[> [NT Harda ti._6 SETTLEAIEtIT. 14 LOW OF l7ttTTEL5 A 2`%4" WorCH mA v K PROygFiD, BEE STANDARDO.4 3• Di tier >.eNH ►Hue H'cm ALTEaNatC CESXW 3tt No B 8 3• TER HOLE llrrH t2"]R12" PL AStIC b g g } •v ' HAww avr wEISIt OR GALVAHtZEa STEEL WiiE, t/I1MlAN RIF1E txMK tEP 0.03'. CiY{all '--'I" Aepth AW ONE Cmo 4 ME9M MARD%W CLOTH ANCHORED 14I1tEr TO .�159'Q.�v. ,£ 1 .11 12., 4IEa,Y?B a +a ■ s' width �tJ���IILF�OTi�IlU �`, THK ecrTSCE a1' THE sTRLJCTtiRE. 11. CART RI PLACE CONCRETE IS TO Ot CLASS A7 gw 4" 1 t3000 PSI PR££A$T C IE IS TO BE Alin %s 1'I1�{{rI�11[[[[ I[rr{6f'f appp pq IO. AI1r ALTERNATE AETIIOp3 OF AIEHOR�{t£ [[�][][[[�[[]][[[[[[]�[[�][][�[[��[[�][[�][[�][[�] EHIOHrEER 1SYST41 MAY GE 91J85T41UTED FOR TTE CAST MHQ'I FO THEE MAYLUC liUtAULtUU11�4iUt3U4J A$ OK HED SECTION A -A f '9HI -W }"-r__ CONCRETE QUANTITIES FOR MN, DEPTH 12' q,erwats pot - 1.40 CUk x491. Co""41 IS' to -watt Opt - 1.520 Cu. Yde Concret* IB' tanesata P'Pt - 1.,620 Cu, Yd% Conarete 241 toovele "a - 1,B17 Ck Y6i, t4ncnele Add C.469 Cv. Yds. pe, oddlt;moi roe of dep" SECTION C-C SECTION 0-D GRATE DE TAIL AAP*OxwA?t w[4c?'4t bast ran Orate _%3 ! A bs STANDARD DROP INLET 12" 24" PIPE: MAXIMUM DEPTH (H) 101 VPGNu OCaAR4XI47 W "RMISPORli1f►f.W ._ . ( I_,, eaEnrAtcll atst�c•a 7. PROP Gf EX GRADE 7. 745 740 H-. O co O OOO�N - ONN►"ca co (6 r< '" �I�:n 11 Q II II II C r p z_zZ0 Lt I o 0+00 X42 7 75 PROP G ADE EX GRADE 7501 I- II 45 ® 1.00 15" C P 40 V "co k NCO^� O N^� it it it � it ??O :_ - 21' 1.41 7. 8" CPP 00 O C) i< 7 7 6 O � 1.., Z 75 PEX GR 750 745 E 740 EX41 E 442 1 755 750 745 740 •• 750 7451 G9 __�g0, C8 2.00 % 88,11 .PP e2. 15CP oaZ it�fZ it 00 ��H-Z Q_�p Cj+Zz C7 0+00 0+50 "GRAE r 23' J 32' 15" RCP CLN END CULV R U U") U O pONI� ' NCO � 6 n rZ n II n II II I It j II Z? z0 Lj o?z zz 0+50 1+00 1+50 2 L�k6II"a•y`� o 755 - 755 PROP GRA E EX GRADE750750 SWM SWM°13'745 ®7.77 q745 15" CPP C(� �LII OO CL>;o (3� X50 P 0 GRA EEX GRADE 00CPP 13' 1.008" CPP I\ e6 o��Q� 0+00 0+00 0+50 4 56 8" PVE' GRA E CLEA OUTROP RADE21'-8" P ®1 71 X 50'- 49'rol/r � I'l 2' IN 1.00 % ®1.00 % 15"CP," 8,I-/ CP "® �.44 t=__j T-11 I 22 1+01. 1 0 T=746. ® 0.441NV. 0 5" 18 " CPP NV. - 2 1'-5" PP 0 0.47 q �C3iH c�kLuL�aJ FRI 00 DO U_)Uki CJUO Io O9Qt0OO CS �^0100 pt�r\ n CYS N16� n.11 �ll II Z'Z'O Il trI Ii II II II zZZ Ilj O rLjll Ej C-1Q ^III�OIOC11NE l � n llII NiI�ZZ �� C) 0+00 � O N � 4Nh r\ t6 11 O O CL_ n K-- 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 NOTE: A MANUFACTURES REPRESENTATIVE IS REQUIRED TO BE ON SITE TO OVER SEE THE INSTALLATION OF THE RAIN TANK SYSTEM. GRAPHIC SCALE 50' 25' 0' 50' 100' I INCH = 50 ft. HORIZ. 1 INCH = 5 ft. VL-RT. -jzF,-ICPVW" oWO�L1_LO 11'"Z 4H U U) :t as � Cc Q v Q- O o I N U) In Q p p O 0 J Q 06 a) > � M N r7 c O O p in 11 i� �Ut- LL .N 0 L � L � _V + C vi O a� 4a a� 40 4 aw v Q C.� Q O S U �0 O z � Y p L.LJ z M o ad QW W W `Q I- V ) O I- U Ld 0 o O CL• d Q E7 Ln N 0 ,1- Z O + O LL_ to _ 0 Uj Q W F... Q 8 W U = Il U) o cn cn a N � W o O z N O v U z C.� z \e O 10Z_ W = J 0 0 U LL r- GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT N LENGTH N THE DIRECT" OF PEDESTRIAN TRAVEL- OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQLARED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BATS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG BOTH SATES OF THE RAMP FLOOR,MQ-DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/2". 6. CURB 7 CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE WCLUDEO IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS RRECTED BY THE ENGINEER. Ak) SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, F(RE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" TACK. WHEN THE ENTRAICE RAMICANOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC)FOR CONCRETE DEPTH, CC-12 JAM tom_ R iTt_ MA7C��_ TYPE B PARALLEL t m t 721 MAX VAX 5 X 2- MIN AT iK .2" HIGHER THAN EDGE OF PAVEMENT AT X %K , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR 10. WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH, THE MWMUTA WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.4" _ TRUNCATED DOME C-C O O I O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + . o 0 0 0 0 0 0 0 0 0 0 0 0 0 0, ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 n 0 0 0 d 02" " 00000000 0000000 io 502 - 65Z OF DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o 0 0 o 0 0 0 0 0 0 0 0 0 Olz 0.9" - 1.4" VARIABLE 4' MINIMUM. BASE OiA _UTTER PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET T OF 4 CC-12 DETECTABLE WARNING SURFACE RU REV. 7705 GENERAL NOTES 02 203.05 VIRGRNA DEPARTMENT OF TRANSPORTATION I CO-12 PERMSSIBLE A CONSTRUCTION K5 DOWELS, 8" LONG +•_O o 12" C-C 4 Y � 8' :1 alb 1Q=1 B � 1I11 � �� B _KJ \—TRUNCATED DORIES A SEE SHEET 1 OF 4 FOR DETAILS 8'-0" 4.-01, BACK OF CURB IZI MAX. 48AMAX. 20:1 SECTION A -A ERMISSIBLE CONSTRl1Ct1pN JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WAT/dNC SURFACE, SEE SHEET IOF 4. A 4' SQUARE LAp)iNG AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREAL-- Y —_ 3 In N O TYPICAL DESIGN ALTERATIONS �J Q In (N =O n_ V CROSSWALK CROSSWALK TYPICAL PLACEMENT IOSSWAA I TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE)REQUIRED AT TOP OF CURB RAMP. MON" CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. STET 2 OF 4 wmfa CC-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 502 VRGINIA DEPARTMENT OF TRANSPORTATION 203.05A 05 DOWELS, V LONG A PERMISSIBLE AT 12" C-C —*I CONSTRUCTION 5' MIN. JOINT 12:1 MAX T2:1 MAX B� I 2'I B (SEE TABLE)( TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS 5MN SHAPETO TO MATCH FACE Of ROADWAY GUARD BACK OF CURB 4 20 = 1 +8 , 1 �2.I,a.,,� SECTION A -A PERMISSIBLE CONSTRUCTIDN JOINT .SECTION B-B NOTE= FOR GENERAL. NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE 8 PARALLEL APPLICATION ROADWAY GRADE W PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 1 6" CURB 0 4 6 1 5 7 2 5 e 3 6 9 4 8 12 5 t0 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAW IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. CC-12 n n CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK A-- 7 0 . 5.MIN 1� N X� A 4' SQUARE LAANG AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR OSSWALK 7 PIS �(CEUMARARKCER6 SWALK CROSSWALK AREA. SHEET 3 OF 4 RFiCWrATIZ CG-12 DETECTABLE WARNING SURFACE 02 TYPE B (PARALLEL) APPLICATION REV.7705 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 CC-12 A -w I 1 MIN PERMISSIBLE CONST. "I 6. n L A -EJ TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN —STD. CG-2 2'-0" 51-0. BACK OF CURB,12 *1 48= t ZO =1 .1 — •4 SECTION A -A NNOTE� FOR GENERA. NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET I OF 4, TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH N FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 8 t5 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3 tn O H H CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECT" Of CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY CEOMETRICS PROVIDNC THE DOJ NS*NS AND SLOPES ARE AS NOTED. 7;; SN4, . 7X K7 w X . 2" HX7," THAN \GE OF PAVEMENT AT.)K)K. SAME AS TOP OF CURB THIS COMBINED (PARALLEL III PERPENDICULAR) DESIGN FOR ALTERATIONS CAN SE USED WITH ADK)WING BUFFER STRIP. LANDW AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 6a' MN. DINENSXORS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. SHEET 4 OF 4 sncyrAllm CG-12 DETECTABLE WARNING SURFACE REFEleCE REV.7705 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 2 203.07 VRGINIA DEPARTMENT OF TRANSPORTATION w a f� Z 0 F1L Qf U U) LLJ 0 J - " W \�G Y O J 3 Z O Q Q p 0w't �0W Z Nam u'Nz _ 00 0WcD (n F' L'- (V CJ L� Z V) Q �O wow W , w D� LL 0 V o a 4,0�Of ino� - V U Q Q 0 C) N V Q � J Q) N � aL VI •L. T L � cn U) 0 c 0. LLJ F— O U W D O O Q- K) I Ln O O ,1 CV O c a J T d r7 c O O U N LL �x Z U � Z U 0� z �Y w 0 W Q_ W W LLJ a /� 0 V / Lo 0 Z 0 04 w- Z = 0 W W m 0 Q of W w > LL LLJ -J w D ,W/� Q V J U = U) (n (n 00 z 0 0 Q 0) U c G U Q QI.J.L. o O N z z � z^ w w Of = M 0 0 O Li •" 1 KEYED NOTES OTRAFFIC DIRECTIONAL SIGN. O 2"X 2" STEEL 2 EXTENDEDTUBE INTO CONCRETE FILLED 4" PIPE. 3 ' O3 12"0 CONCRETE N FOUNDATION 6" 4 L-1 BELOW FROST LINE (4 FT. MINIMUM BELOW FIN. GRADE). .:._; 1 FINISHED GRADE. TRAFFIC DIRECTIONAL SGN 11 3/4" = 1'-0" (FREESTANDING) NOTES: 1. PAINT COLOR TO BE "YELLOW" FOR ARROW AND LETTERS. "DRIVE-THRU" LETTERS TO BE ELONGATED HELEVETICA MEDIUM - 4" WIDE STROKES. 2. PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS WITH CONCRETE PARKING LOTS, 10 PAVEM1/4 ENT PAINTING KEYED NOTES 6 O 6"0 STANDARD STL. PIPE CONCRETE FILLED AT ALL o LOCATIONS INCLUDING UTILITIES, TRASH o a 1 ENCLOSURE, AND o SPRINKLER RISERS m (EXCEPTION: 4"0 STL. 0 o-C PIPE AT DRIVE-THRU �* ONLY). PROVIDE 1 /4" 6 WELDED CLOSURE PLATE o AT BOTTOM. PAINT EXPOSED PIPE YELLOW. Z 2 SECURITY BOLLARDS ON w WALK TO RECEIVE GRAY a_ d° POLYETHYLENE COVER (FROM IDEAL SHIELD - 313-842-7290). o ° 20 TOP OF PAVEMENT. 24" 0 CONCRETE FOUNDATION. II I 4 O USE SONOTUBE FORM. 3/8"0 WELDED HOOPS. 4 L 18"0 TOP, BOTTOM, AND CENTER. 5� SOLID UNDISTURBED SOIL. 5 O PROVIDE PITCH, SMOOTH 6 CONCRETE FINISH. 12 TYPICAL PIPE BOLLARD N D0 T USED SEE SHEET CO.1 9 z Go mi f IIIIIIIII IIII .,ill1, VERTICAL CURB 1 1 /2" = 1'-O" 1'-6" KEYED NOTES OLINE OF FACE OF CURB (CURB GRADE SHOWN ON PLAN). O2 PAVEMENT AT GRADE SHOWN ON PLAN. 30 N /A. O PREPARED SUB -GRADE, 50 STONE BASE. OLINE FOR BACK OF CURB. NOTE: ALL CURBS TO HAVE 3/4" EXPANSION JOINTS AT MAXIMUM 100 FEET WITH DOWELS AND CONTROL JOINTS AT MAX. 20 FEET. WATER DOES NOT DRAIN AGAINST FACE OF CURB). IN. 4 GCOMBINED CURB 8c GUTTER ill /2" = V-0" KEYED NOTES O N /A (2 PREPARED SUB -GRADE. U3 PAVEMENT. NOTE: ALL CURBS TO HAVE 1 /4" EXPANSION JOINTS AT MAXIMUM 100 FEET WITH DOWELS AND CONTROL JOINTS AT MAX. 20 FEET. IIII III IIII III ICI III III III III il- 'I ► II' III_-1=1�1- III I�� III _li (TRUCK TRAFFIC) I (CAR TRAFFIC) AVEMENT SECTION DETAIL (DL 1 1 /2" = 1'-0" KEYED NOTES NOTE: 1 O 1 1/2" WEARING SURFACE OVER THIS PAVEMENT SECTION DETAIL REFLECTS MINIMUM REQUIREMENTS. TACK COAT. (SM-12.5) ENGINEER TO DETERMINE DESIGN BASED O2" BINDER COURSE OVER PRIME ON GEO-TECHNICAL DATA OF SPECIFIC COAT. (IMI-9) PROJECT AND WALGREENS DAILY TRAFFIC O3 6" (MIN.) CLEAN, GRADED AND DESIGN REQUIREMENT. COMPACTED STONE (NO SLAG). (VDOT 21-B) OWELL -DRAINED SUB -GRADE (SUB -GRADE TO MODIFIED 95 PROCTOR MIN. COMPACTION). O8" CLEAN, GRADED & COMPACTED STONE BASE (NO SLAG). (VDOT 21-B) (7�TYPI�AI_ NF.HIME TEk SIJEW.\LK KEYED NOTES O N /A 0 4" COMPACTED AGGREGATE BASE �3 PAVEMENT. OCOMPRESSIBLE FILLER (3/4" MAXIMUM). CUT BACK AND PROVIDE SEALANT, TYPICAL, AT ALL JOINTS WITH FILLER. Plm K9 -III II . 6- MIN. O1/4" TOOLED JOINT T 6" X 6" #10 W.W.F. PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' ❑ LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS'CONTRACTOR ❑ LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE I BUILDING NEW ........... ❑ REMODELING. .❑ RELOCATION. . ❑ OTHERS . . . . . . . . .❑ NEW ......... ..❑ EXISTING . . . . . . . . ❑ NEW SHELL ONLY . . . ❑ NO. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF XXXXXXXX AS SIGNIFIED BY MY HAND AND SEAL. STORE # 00000 PROJECT NAME DRAWING TITLE CIVIL ENGINEERING REQUIREMENTS CADD PLOT: I SCALE: I DRAWING NO. VOID PLOT: SUPERSEDES PLAN DATED: DATE: REVIEWED BY: co.0 6qT" S OF DWGS. LINE OF FIBERGLASS NOTE: SEE D1 FOR REINFORCED PLASTIC SITE SPECIFIC DIMENSION STRINGS AWNING (18'-0" 1'-10 LENGTH) 3'-10" 3'-8" 6'-0" __________ __------------- ---------- _ 1 FT1rTT-T-T--r--,FTIj ++++-1� IL1 JLL`r Zz_ � — — — —)— — BOLLARD / N BOLLARD-1 Z Q' (2) 4' GATES CTYP.) of " / N / Q ckf /a 65 DELIVERY T (2) 6'-3" GAT RUCK Q \ Y � dM- C6.2 11'-6" x 45'-0" CLEAR FOR RIEFUSE TRUCK APPROACH \ (DLROTOTYPE PLAN AT COMPACTORS INTERIOR CONTROLS AND EXTERIOR W/P DISCONNECT SWITCH (TYPICAL) -1" 13'-0" -1" 7'-0" -0"MIDI. o; zlol I(2) 6'-3" GAl -3 1 /2'1 10'-2 1 _1" I 8'-9 1/2" 14'-1 1A4" n 3'-1' M.O. INTERLOCK SAFETY SWITCH 14GA. METAL DOOR WITH 12GA. STEEL FRAME 4 i O NOTE: WALL 5 OPENINGS SHALL BE C6.2 37" X 37" FOR A 36" DOOR. REFER TO WALGREENS D1 DRAWINGS FOR DOOR SWING. THRU-THE-WALL DOOR DIMENSIONS OFEED 1X6 DOG EARED CEDAR PICKETS (3) CEDAR, 2X RAILS EVENLY SPACED VERTICALLY 7 1 Trn. NOTE: BOTTOM OF PICKETS INCLUDING GATES, TO BE 6" S,FENCE�1'- DETAIL ABOVE CONCRETE PAD. 1 /4" = 0" " PER FT/SLOPE 8 AWNING DETAIL 3/8" = 1'-0" FLASH AND SEAL CHUTE - BY GENERAL CONTRACTOR COMPACTOR CHUTE (PITCH TO EXTERIOR) COMPACTOR INSTALLER TO PAINT CHUTE AND HOPPER TO MATCH COMPACTOR PAINT. a � W z n- c� 0 J w N z � W o = (no D a� 00 z � 0 N Q 1 "o X 6" ANCHOR BOLTS BY COMPACTOR INSTALLER MAXIMUM CONCRETE PAD SLOPE: 2" PER 10' WIDTH (1.66% - SIDE TO SIDE). MAXIMUM CONCRETE PAD DECLINE AND INCLINE (FRONT TO BACK): 10" PER 40' (2.1%). NOTE: FOR EXTREME CONDITIONS, CONTAINER STOPS OR ADDITIONAL COMPACTOR ANCHORING MAY BE REQUIRED. E5)LSECCTION AT COMPACTOR 1 /2" = 1'-O" THROUGH BOLT /-1'REFINISHED SHT. MTL. ,_COUNTER FLASHING SET INTO JOINT AND GROUT //,-5/4 TREATED DECKING CORRUGATION CLOSURE -BY MANUFACT. TYPICAL, SIX LOCATIONS INDUSTRIAL GRADE FIBERGLASS IREINFORCED PLASTIC ROOF PANEL f__2 X 10 TREATED FASCIA -RETURN ON EACH SIDE TREATED BLOCKING 8'-6" ABOVE GRADER 90 ---METAL JOIST HANGER \\-3/8" "U" BOLT `-2 X 10 TREATED BEAM \�-TREATED 2 X 6 RAFTERS @ 2'-0" O.C. �GATE HINGE POST I" DIA. GALVANIZED STEEL GATE POST, CONCRETE FILLED NOTE: SEE PLANS FOR CANOPY LENGTHS. POST FOOTING LINE OF CONCRETE LINE OF ENCLOSURE i 1 I i12" CLEAR I I I 6'-0" _ 2 MIN. CONC. AFRON Q � U I Q � I N � � I I 112" CLEAR � � CARDBOARD COMPACTOR DETAIL 1 /4" = 1'-O" I/ I I I I I I I I I I I I I I 12" COMPACTOR DETAIL 1 /4" = V-0" 18"[MI MODEL 48 z ELECTRICAL DISCONNECT PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' ❑ LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR o ❑ LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW ........... ❑ NEW ........ ...❑ WOOD FENCE ON REMODELING . . . . . .❑ EXISTING El 2' GALVANIZED RELOCATION. ... . ❑ . . .. . LINE POSTS NEW SHELL ONLY . ❑ WITH 6" GATE OTHERS . . . . . . . ..❑ HINGE POSTS. GENERAL NOTES: CONCRETE: PAD SHALL BE A MINIMUM OF 3,000 P.S.I. AIR ENTRAINED CONCRETE 6" THICK WITH #4 BARS X 12" O.C. EACH WAY. SURFACE TO RECEIVE BROOM FINISH, AND SHALL BE FLAT EXCEPT FOR WASH (1.66 PERCENT MAXIMUM). ,- CONC. FOOTINGS FOR COMPACTOR: STEEL POSTS BEYOND, DRAWING DETAILS BASED ON A.C.E.S. COMPANY, INC. SEE DETAIL 12/CO.0 COMPACTOR MODEL ACES CPW-01, 450 E. GUNDERSEN (SIMILAR). DR., SUITE 200, CAROL STREAM, IL. (800) 664-0754. GENERAL CONTRACTOR TO CONTACT AL PREUSKER AT A.C.E.S. FOR COMPACTOR DOORS. (COMPACTOR INSTALLED BY WALGREENS CONTRACTOR). ARCHITECT SHALL SEND A.C.E.S. LAYOUT DRAWINGS FOR REVIEW TO COORDINATE CLEARANCES. ELECTRICAL POWER: ELECTRICAL CONTRACTOR TO PROVIDE POWER FOR 5 HP., 3 PHASE, 60HZ MOTOR 4'-0" A.F.F. AND 30A. WEATHER PROOF LOCKABLE DISCONNECT SWITCH LOCATED ON EXTERIOR WALL WITHIN 4'-0" OF COMPACTOR. FINAL CONNECTION AND CONTROL WIRING BY COMPACTOR INSTALLER. SECURITY DOOR AND FRAME: > DOOR AND FRAME TO BE PROVIDED AND INSTALLED BY COMPACTOR INSTALLER. PROVIDE 37" X 37" MASONRY OPENING WITH SILL 42" MINIMUM A.F.F. AND 52" MINIMUM ABOVE GRADE OUTSIDE DIMENSION, (BOTH MINIMUMS MUST BE MET). SHELVING WOOD FENCE ENCLOSURE AND GATES: CEDAR WOOD BOARD ON BOARD FENCE WITH CLEAR " MIN. ELECTRICAL REQ. PROTECTIVE FINISH. CEDAR WOOD GATES TO BE STEEL BALER �i,, 5 HP,208V,3 PHASE FRAMED WITH 6" " W STEEL HINGE POSTS AND 2.375O.D. J LAuj< z m �0 W� 48" CLEARANCE FOR DOOR SING E�lBAERPLAN VIEW 44" = 1'-0" 13/8" DIA. DROP ROD TO ENGAGE INTO GROUND AT CLOSED AND OPEN POSITIONS (PROVIDE 1" DIA. CAIN BOLT W/KEEPER MOUNTED ON ACTIVE LEAF OF GATE). 15/8" DIA. OR GATE UPRIGHT FORK LATCH BOLT (ACCEPTS PADLOCK) GUIDE-(3) REQUIRED I /�� %" DIA. / CARRIAGE BOLT BALE SIZE: 48"X28"X36" BALE WEIGHT: 500 LBS. BALER WEIGHT: 3150 LBS.(ON FOUR LEGS) NOMINAL GALVANIZED LINE POSTS. INDUSTRIAL GRADE CAN DROP BOLTS (FOR HOLD OPEN AND SECURE CLOSE POSITIONS) WITH PADLOCK HASP AND GALVANIZED, SURFACED -MOUNTED BOLT ON HINGES (SIM. TO PART #15607) BY MASTER HALCO, INC. (800) 229-5615) OR EQUAL. AN INDUSTRIAL GRADE FIBERGLASS (TRANSLUCENT) REINFORCED PLASTIC ROOF PANEL OVER TREATED WOOD FRAMING, FASTENED TO AND CANTILEVERED FROM BUILDING, SHALL BE PROVIDED OVER TOTE STORAGE. NOTE: IF A RAISED LOADING DOCK IS REQUIRED, THEN 125 180' INDUSTRIAL SQUARE FEET OF ENCLOSED TOTE STORAGE IS HINGES, GALVANIZED TO BE INCLUDED ON THE DOCK. (MASTER HALCO #15607 OR EQUAL). GATES ORE IN WIDTH OR LESS ARE HAVE (2) MASONRY ENCLOSURES: ENCLOSURE INSIDE DIMENSIONS ARE TO MEET OR EXCEED ALL MINIMUM CLEARANCES PRESCRIBED IN THESE DETAILS. HINGES. GATES GREATER THAN 4'-0" ARE TO HAVE (3) HINGES. 6" DIA. GALVANIZED STEEL GATE POST, CONCRETE FILLED 2" DIA. GALVANIZED STEEL TUBE GATE FRAME NO D10 INDUSTRIAL HINGE DETAIL SCALE (MIN. LEVEL OF QUALITY) MASTER HALCO' #17202 ASSEMBLY OR EQUAL. INDUSTRIAL LATCH W DROP ROD AND GATE HINGE 1/2" = 1'-0" POST FOOTING LINE OF nnn,nnrrr F-- CL Y TRUCK DRIVE -UP r fy d w U (MIN. LEVEL OF QUALITY) NO. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF XXXXXXXX AS SIGNIFIED BY MY HAND AND SEAL STORE # 00000 PROJECT NAME DRAWING TITLE COMPACTOR DETAILS CADD PLOT: SCALE: DRAWING NO. DRAWN BY: VOID PLOT: DATE: C6.2 SUPERSEDES PLAN DATED: REVIEWED BY: OF DWGS. SHT- 9 EXTERIOR SITE AND PARKING AREA AN ACCESSIBLE ROUTE OR PATH FROM THE PERIMETER OF THE SITE SERVING SIDEWALKS, PUBLIC STREETS OR PUBLIC TRANSPORTATION MUST BE PROVIDED TO WALGREENS ACCESSIBLE STORE ENTRANCE. PREFERRED LOCATION FOR ACCESSIBLE ROUTE SHALL COINCIDE WITH PEDESTRIAN ACCESS TO CORNER. OTHERWISE, LOCAL ARCHITECT TO DETERMINE BEST LOCATION TO CONFORM TO SLOPE ALLOWANCES DEFINED BY A.D.A. VERIFY COMPLIANCE WITH MORE STRINGENT LOCAL CODES. AN ACCESSIBLE ROUTE WILL BE A MINIMUM 36" WIDE. 60" IS WALGREENS STANDARD. AN ACCESSIBLE ROUTE MAY CROSS OPEN PAVEMENT OR FOLLOW A RAMP AS REQUIRED BY SITE —SPECIFIC CONDITIONS. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE ACROSS OPEN PAVEMENT MUST NOT EXCEED 1:20, (WITH A CROSS SLOPE NOT EXCEEDING 1:50. SLOPES EXCEEDING 1:20, BUT LESS THAN 11:12, CONSTITUTE RAMPS AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS, RISE AND RUN LIMITS) AS NOTED BELOW. NO RAMP SHALL HAVE A RUNNING SLOPE EXCEEDING 1:12, NOR HAVE A CROSS SLOPE EXCEEDING 1:50. ACCESSIBLE SPACE REQUIREMENTS TOTAL OFF STREET NUMBER OF PARKING SPACES ACCESSIBLE PARKING PROVIDED SPACES REQUIRED 1 TO 25........................... ..............................1 26 TO 50............................................................2 51 TO 75............................................................3 76 TO 100..........................................................4 101 TO 150...........................................................5 151 TO 200...........................................................6 201 TO 300...........................................................7 301 TO 400...........................................................8 401 TO 500.........................,.................................9 501 TO 1000.................................................2% OF TOTAL OVER 1000..................................................2% PLUS 1 FOR EACH 100 OVER 1000 THE ADA REQUIRES ONE VAN ACCESSIBLE PARKING SPACE WITH 96" ACCESS AISLE FOR ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE. ENTRANCE AREA DOORS WALGREEN'S STANDARD ENTRANCE DOOR IS; AN AUTOMATIC SLIDING DOOR SYSTEM DESIGNED TO COMPLY WITH ALL ACCESS CODES AND LAWS. ENTRANCE DOORS AND ALL OTHER DOORS ,ALONG AN ACCESSIBLE ROUTE WILL HAVE A MINIMUM CLEAR OPENING OF 32". THE EXTERIOR ENTRANCE AREA SHALL NOT HAVE IMPEDIMENTS TO ACCESSIBILITY SUCH AS CART BARRIERS OR "CART CORRALS". PROTECTIVE SECURITY BOLLARDS, IF USED IN THE ENTRANCE AREA, SHALL BE SPACED A MINIMUM OF 36" CLEAR BETWEEN BOLLARDS. KEYED NOTES O SIGNS MOUNTED TO BUILDING WALL OR COLUMN IS THE PREFERRED DETAIL WHERE ALLOWED. FOR FREESTANDING SIGN, SEE DETAIL 4/CO.1 O COLUMN/WALL STAND—OFF BRACKET (WHEN DOWNSPOUTIS PRESENT) AT TOP AND BOTTOM OF SIGN. DO NOT ANCHOR SIGN TO DOWNSPOUT. �4 DOWNSPOUT O SIGN BUILDING AND COLUMN MOUNTED 6 ACCESSIBLE PARKING SIGN 3/4" = 1'—O" (AT DOWNSPOUTS) THRESHOLDS AT AUTOMATIC DOORS SHALL NOT EXCEED 3/4" IN HEIGHT OR 1/2" FOR OTHER TYPES OF DOORS. ALL THRESHOLDS SHALL BE BEVELED WITH A SLOPE OF NO GREATER THAN 1: 2. VESTIBULES IF THE STORE HAS A VESTIBULE, THE MINIMUM SPACE BETWEEN THE OUTER DOOR AND THE INNER DOOR SHOULD BE 48" PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. REVOLWING DOORS IF THE STORE HAS A REVOLVING DOOR AT THE ENTRANCE, IT MUST HAVE AN ADJACENT "ACCESSIBLE" DOOR. THE ADJACENT ACCESSIBLE DOOR MUST BE UNLOCKED AND USABLE WHEN THE REVOLVING DOOR IS UNLOCKED AND USABLE. OBSTRUCTIONS NO OBJECTS SHOULD PROTRUDE (EVEN TEMPORARILY) INTO THE MINIMUM CLEAR SPACE OF THE ACCESSIBLE ROUTES TO THE STORE ENTRANCE. THIS WOULD INCLUDE SHOPPING CARTS, SALES FIXTURES, VENDING MACHINES, DISPLAYS, OR OTHER BARRIERS. *WHERE SLOPE CAN BE REDUCED TO BELOW 5% BY EXTENDING LENGTH (RUN) OF SLOPE, INTEGRAL COLOR CONCRETE AND DETECTABLE WARNINGS CAN BE MINIMIZED. THIS TYPICALLY OCCURS AT THE ENDS OF WALKS AWAY FROM OUR ENTRY. ADJOINING SLOPE = Y: X SLOPE SHALL X WHERE X IS A NOT EXCEED Y LEVEL PLANE 1: 20 WALK STREET MEASUREMENT OF CURB RAMP SLOPE x PEDESTRIAN WALK SEE SIDE FLARE NOTE BELOW ' 0" DA IN. CURB RAMP "X" IS 60" MIN. AT AN OUT SWING DOOR WITH A SLOPE OF 1:50 (2%) MAXIMUM. LEVEL SURFACE IS PREFERED. SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM ABOVE). SIDE FLARES SHALL HAVE A MAXIMUM SLOPE OF 1:10 (107.). WHERE "X" IS LESS THAN 48", SIDE FLARE SLOPE SHALL BE 1:12 (8.337.) MAXIMUM. WHERE "X" IS LESS THAN 36", WALGREENS PREFERS THE "IN -LINE" RAMP SHOWN BELOW. 11111111111117 1 1 /2% 2% MAX. PLAN 1:12 (8.33%) MAX. ELEVATION *SLOPE < 5% = WALK (NOT RAMP). "IN —LINE" RAMP NOTES: A CURB RAMP(S) MUST BE PROVIDED ALONG AN ACCESSILBLE PATH FROM THE PARKING LOT TO WALGREENS CURBED SIDEWALK. A CURB RAMP(S) MUST ALSO BE PROVIDED IN THE PARKING LOT AT ALL INTERMEDIATE AND PERIMETER CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO PUBLIC SIDEWALKS. A RAMP IS ANY SLOPE GREATER THAN 1:20 (5%) AND SHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.337.). THE MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF DISTANCE TRAVELED. ALL SLOPED AREAS OF THE RAMP ARE TO HAVE AN INTEGRAL RED COLOR. THE CLEAR WIDTH OF ANY RAMP IS A MINIMUM OF 36". CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO NOT REQUIRE HANDRAILS. ANY RAMP WITH GREATER THAN A 6" RISE SHALL HAVE HANDRAILS ON BOTH SIDES AND CURBED EDGE PROTECTION ON BOTH SIDES. EDGE PROTECTION CONSISTS OF CURBS, WALLS, RAILINGS, OR PROJECTING SURFACES THAT PREVENT PEOPLE FROM SLIPPING OFF THE RAMP. HANDRAIL DETAILS SHALL FOLLOW ACCESSIBLE GUIDELINES. LATEX OR EPDXY MODIFIED CEMENT MORTAR LEVELING COURSE. — x zINTREGRALLY COLORED RED CONCRETE ELAN OF UL I LU I AbLL WARNING SURFACE VARES PER MANLIF. _ 1 1 N 0.9" IA. SECTION OF "DOME STAMP" PATTERN IN SURFACE 2.35" 0.9} DIA., n 0.2 H. 0Lo cl �© c� cV M NOTE: ACCESSIBLE RAMPS AND CURB RAMPS WHERE POURING OF A SEPARATE INTEGRALLY COLORED CONCRETE IS REQUIRED, INSTALL SHEAR DOWELS 2'-0" O.C. AND KEYWAYS TO PREVENT HEAVING OF RAMPS W/ ADJACENT SIDEWALK OR CONC. SURFACE. PLAN OF "DOME STAMP" PATTERN IN SURFACE CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING THE FULL WIDTH AND DEPTH OF THE RAMP (MID —WALK "IN —LINE" RAMPS ONLY NEED DETECTABLE WARNINGS AT WALK/PARKING TRANSITION). THE DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER —TO CENTER SPACING OF NOMINAL 2.35 INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST CONTRAST WITH THE SURROUNDING SURFACES (EITHER LIGHT —ON —DARK OR DARK —ON —LIGHT). SEE ABOVE. LOCAL JURISDICTION THERE ARE LOCAL JURISDICTIONS (e.g. ILLINOIS, IAC 400.310,d, 7) THAT SPECIFICALLY R Cal Ifs DETECTIBLE WARNINGS ON THE SIDE FLARES. THERE ARE LOCAL JURISDICTIONS THAT HAVE REDEFINED DETECTIBLE WARNINGS (e.g. EXPOSED CONTRASTING COLOR AGGREGATE, GROOVES IN A PARALLEL OR DIAMOND PATTERN ETC.). ACCESSIBILITY GUIDLINES DEFINED BY LOCAL ORDINANCE SHOULD SUPERSEDE. IN THE ABSENCE OF A DEFINITION, FOLLOW ADAAG. VERIFY COMPLIANCE WITH MORE STRINGENT LOCAL CODES. TRUNCATED DOME PAVERS W/ SEALED GROUT JOINTS IP N -+ SECTION AT CURB RAMP WITH ALTERNATE TRUNCATED PAVERS W/DOMES CURB RAMPS AND OTHER RAMPS OF PARKING STALL i v s I I I I 1 I I 1 I I 1 It I I 1 0 I I I 1 1 I I I I 1 i I I i i I I i 1 L---------I I I L J 1 I 1 1 I " 1,_o~ I, V-s" KEYED NOTES Oj PREFABRICATED WELDED CAP W/ STAINLESS STEEL SCREWS. OSTANDARD USDOT R7-8 SIGN (BOTH SIDES). O3 2" X 12" STEEL TUBE — PAINT ENAMEL WHITE (FILL W/ CONC.). �4 SUPPLEMENTAL SIGNS, "VAN ACCESSIBLE" AND/OR $-FINE AS APPLICABLE. (D FINISHED GRADE. �6 18" DIA. CONCRETE FOOTER BELOW FROST LINE (4'-0" MIN.). 1 112' R SEE NOTE BELOW NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE ARROW SHOULD BE OMITTED WHERE THERE IS ONLY ONE SPACE. THE ARROW MAY ALSO BE MADE TO POINT IN ONLY ONE DIRECTION. THE ARROW MAY ALSO BE REPLACED BY "TIME" SUCH AS 9 AM — 5 PM WHERE A PART—TIME RESTRICTION EXISTS. THE SIGN MUST BE SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS APPLICABLE AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH LOCAL REGULATIONS. 2 ACCESSIBILITY SIGNAGE o � F��G�aFO `9p© STANDARD ACCESSIBLE DIMENSIONING A U.S. DEPARTMENT OF TRANSPORTATION R7-8 (RESERVED PARKING) AND SUPPLEMENTAL SIGNS AS NOTED ABOVE MUST BE MOUNTED ON A PERMANENT POST NO LOWER THAN FOUR FEET FROM THE PAVEMENT. THE POST MUST BE MOUNTED IN THE CENTER OF THE 8 FOOT WIDE ACCESSIBLE PARKING SPACE, NO MORE THAN 5 FEET FROM THE FRONT OF THE PARKING SPACE. SEE ILLUSTRATION ABOVE. NOTES: EACH ACCESSIBLE PARKING SPACE IS TO BE A MINIMUM OF 8 FEET WIDE AND HAVE A 96" MINIMUM ACCESS AISLE FOR VANS OR 60" ACCESS AISLE FOR CARS ADJACENT TO THE SPACE. THE ACCESS AISLE MAY BE ON EITHER THE DRIVER'S SIDE OR THE PASSENGER'S SIDE OF THE ACCESSIBLE SPACE. THIS APPLIES TO 45, 60, AND 90'PARKING. ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE TO THE STORE ENTRANCE AS POSSIBLE AND SHALL BE IDENTIFIED WITH A SIGN. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH A SLOPE OF 1 1/2% (2% MAXIMUM)(EXAMPLE: 1.92 INCHES MAX. VERTICAL IN 8 FEET HORIZONTAL) OR 1:50 IN ALL DIRECTIONS. THIS INCLUDES BOTH "RUNNING SLOPES" AND "CROSS SLOPES." EACH PARKING SPACE ACCESS AISLE MUST CONNECT TO A COMMON LEVEL WITH AN ACCESSIBLE ROUTE ... I.E., EACH ACCESS AISLE NEXT TO A PARKING SPACE MUST HAVE A CURB RAMP AT THE WALGREENS STOREFRONT SIDEWALK OR BLEND TO A LEVEL WALKWAY LEADING TO THE WALGREENS ENTRANCE. ACCESSIBLE PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE STORE ENTRANCE. THE ACCESS AISLE SHALL BE DESIGNATED WITH HIGH QUALITY YELLOW DIAGONAL SURFACE PAINT STRIPING. RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE ACCESS AISLE OF ANY ACCESS PARKING SPACE. ADA ALLOWS TWO PARKING SPACES TO SHARE AN ACCESS AISLE. PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' ❑ LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR ❑ LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW ........... ❑ REMODELING. . . ...❑ NEW ........... ❑ EEl RELOCATION . .... El EXISTING . . . . .... OTHERS .....❑ NEW SHELL ONLY ... ❑ NO. I DATE I BY I DESCRIPTION REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF XXXXXXXX AS SIGNIFIED BY MY HAND AND SEAL CADD PLOT: VOID PLOT: PROJECT NAME DRAWING TITLE SCALE: DRAWN BY: ACCESSIBLE PARKING SIGN AND POST (FREESTANDING) 4 3/4' = 1'-0' ACCESSIBLE PARKING —SIZE AND MARKINGS SUPERSEDES PLAN DATED: DATE: REVIEWED BY: OF DWGS. Wr /o NOTE: MINIMUM DESIGN SHOWN. PROJECT ENGINEER TO VERIFY ADEQUACY OF DESIGN TO MEET LOCAL CODES. 3 F(OUNDATION PLAN SECTION 3/8' PLAN SECTION 1" - 1'-0- SECTION' 1 /2" _ ,I - O„ DSECTION DETAIL 1 /2" = 1'-0" MOUNTING ABLY. SEE L 5/A5.1 *TOP ALUMINUM COVER TO HAVE VENTING HOLES 3/32" DIAMETER 5/32" CENTERS STAGGARD. TYP. i* r , I ELEVATION SIGN LIGHTING 1 /4" = 1'-0" TOP OF 22 FOUNDATION f NOTE: TRIM TOP OF BOLTS AND PAINT SECTION DETAIL INSTALL IN LONG r ' DIRECTION OF ` FOUNDATIO 61 It i ANCHOR BOAT DETAIL ; 7 , 3 i i 2 r � ii 4 11 11 SECTION 3" = 1'-0" i oll ll 2 r i i� i `4 O r i r Ir r r 10 1 Tnf-1 \ /1I-IAI r-l'F-T A II I VI V I L'wv V I /-1i Q1�) i 3» = 1'-0» `'vim PLAN SECTION 1 1 1 /2„ = 1'-0„ 12 PLAN SECTION 11= 1 -0 Fi X LrD 17 I -S PL, T�r.A D El ­DoA 9 E LEVATION = 1'-0" , WEATiIERPRiDOF JUNCTION BOX �VER HAND HOLES BY SIGN, CONTRACTOR. LOCATE TQFl AND BO''FTOM OF 00LUMN TO PROVIDE I ' ACCESS^ZO WIRING.` - GROUND ROD - - CONNEC;IQN- - :. ; -- 2'-0" MIN. Y E6tCTRitMAL olp, ,� SEPARATION OF ONYfRACTOf� ' CONDUITS I �n� . REQUIRED FOR GRND. FULL RUN ALL CONDUCTORS SHALL BE`RROVIDED, W/6' OF SLACK ABOVE FOUNDATION FOR FINAL' CONNEC11pN-@Y SIGN CONTRACTOR. ALL CONDUCTORS TQ RUN CONCEALED. C 0 NCD U I T ENTRY DETAIL ADDITIONAL DSEE ELECT. ETAILS. KEYED NOTES EXTRUDED ALUMINUM FRAME. OANGLE 2"X2"X1/4". O3 3/8" DIAMETER SAG ROD. O4 4" X 4" TUBE POST. 5� PRECOATED ALUMINUM SHEET METAL COVER. O 12" X 12" X 1 /2" STEEL TUBE COLUMN. �7 TOP OF FOUNDATION. O NCHOR BOLTS WITH 3/8" STEEL WASHERS4(TYPICA� SEE DETAIL 5 0 #6 BARS TOP AND BOTTOM 12" O.C. EACH WAY (TYPICAL). t o ANGLE 2 1 /2" X 2 1 /2" X 1 /4". 11 1 15/16" ROUND HOLE FOR 1 3/4" DIAMETER. ANCHOR BOLTS. (4) WITH 3/8" STEEL WASHERS, 12 4" ROUND HOLE FOR ELECTRICAL CONDUIT. \\ t3 LAMPS 60" TYPICAL 13" ON CENTER (16) RE6btRED. , t4 SIGN FACE. 15 BREATHER PANEL (COVER).', 17 PRIMARY SIGN PANEL. 18 13" X 13" 1 /2" CAP -PLATE. 19 11 1 /4" X 11 ',I /4" X 1 /4" PLATE. - 20 6" THREADED ENS _ 2t 20" X 20" X 1 3/0',STEEL `BASE PLATE.-------.--___ 22 _LEVELING NUTS AND WADERS. 23 (8) 1 /2" l 4" X 12" STEEL \GUSSET -.PLATES. „ •1i•1 OPEN 24 HOURS DRIVE-THRU PHARMACY -- l 1 1 "OPEN 24 HOURS": 8 3/4"H. X 9-0"W. AND "DRIVE-THRU PHARMACY": 8 3/4"H. X 12'-6"W. HELVETICA MEDIUM COPY. TYPE -All HELVET1CA 'ITAL LETTER TYPE-B ❑ ALL COPY LENGTH. "OPEN 24 HOURS": 8 3/4"H. X 9'-0"W. AND "PHARMACY": 8 3/4"H. X 6'-8"W. TYPE-C❑ HELVETICA MEDIUM COPY. m1 �Y PHARMACY "PHARMACY" HELVETICA MEDIUM COPY: 12" CAPITAL LETTER HEIGHT AND 9'-3" OVERALL COPY LENGTH. 15 CABINET ELEVATION COLORS STRUCTURE CABINETS/RETAINERS:PFM DARK BRONZE ZOLUMNS: DARK BRONZE F-AC�S PRIMARY PANEL: 3M 'PANAFLEX SIGN FACE WITH #830-53 "CAR,DINAL RED" BACKGROUND #830-36 "BLUE," MORTAR AND PESTLE; WHITE STARS AND COPY. THE\ MORTAR AND PESTLE SYMBOL: 2'-3�' ;OVERALL SYMBOL HEIGHT AND 2'-0" OVERALL; SYMIJOL WIDTH. "WALGREENS,-,EXCTENDED SCRIPT COPY: 18X" CAPITAL AND 12V LOWER CASE LETTER HEIGHTS. 251!" OVERALL COPY HT, 5'-0" OVERALL COPY LENGTH. ,LED k ADERBOARD PANEL OPTIONS: ❑ ,V' 8" x 10'-11" (PREFERRED OPTION): PNO SING E PAGED nlcol Ayc ► :N ocn I cn 7 " A ;;N,491WG ' STRUCTURAL GENERAL NOTES r ' i 1) ALL ALUMINUM' -SURFACES IN CONTACT WITH STEEL 5) TOTAL SIGN WEIGHT = 2300 LB. (INCLUDING ALL SHALL RECEIVE 6NE CdAT OF BITUMASTIC PAINT. STRUCTURAL SUPPORT MEMBERS). ` `2J ALL STRUCTURAL ,STEEL! SHALL BE ASTM A-36. 6) DESIGN WIND PRESSURE = 30 LB./SQ. FT. 3}`,ALL STRUCTURAL ,TEED SHALL COMPLY WITH THE AISC Z) MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I. 8) REINFORCEMENT STEEL TO BE ASTM A-615 GR 60. MA'P1UAL, LATEST,EDIT10]'V. 4.) ALL �TE-E) ,Sk4AtL RECEIVE ONE SHOP COAT OF RUST 9) ALLOWABLE SOIL PRESSURE 2500 P.S.F. 10) SIGN AND FOUNDATION MUST CONFORM TO LOCAL INHIBITIVE PAINT. BUILDING CODES, WIND AND SOIL REQUIREMENTS. ul"09A"oow� FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015-5105 NOTE: THIS DRAWING IS PROPERTY OF THE WALGREEN COMPANY. IT IS MEANT FOR REFERENCE ONLY. ANY OTHER USE OR REPRODUCTION IN PART OR IN TOTAL IS PROHIBITED WITHOUT AUTHORIZATION FROM THE WALGREEN COMPANY_ PROJECT TYPE TURNKEY PROJECT: WALGREENS' DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SHOW ONLY WALGREENS' CRITERIA REQUIREMENTS, ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL ENGINEERING SHALL FOLLOW THIS CRITERIA, AND BE PROVIDED BY LANDLORD'S ARCHITECT AND ENGINEERS. ALL CONSTRUCTION WORK BY LANDLORDS' CONTRACTOR UNLESS NOTED OTHERWISE. NOTE: IN METRO NEW YORK, THE WORD "DEPT. WITHIN" IS REQUIRED TO FOLLOW THE WORD "PHARMACY." LOCATION OF SIGNAGE: FRONT DOOR AND A PLACARD IN FRONT OF PHARMACY DEPARTMENT. SIGN AREA SUMMARY PRIMARY PANEL:- 88.85 S.F. READER BOARD PANEL• (10'-11" X 3'-8" 40 03 S F TOTAL SIGN AREA: 128.88 S.F. A GENERAL NOTES: THE READER BOARD PYLON SIGN MUST BE INSTALLED AS THE FIRST PRIORITY IN THE CONSTRUCTION SCHEDULE. THE FOUNDATION WITH STUBBED -IN CONDUITS WILL BE INSTALLED BY THE LANDLORD'S CONTRACTOR AT THE EARLIEST POSSIBLE DATE AFTER THE EXECUTION OF THE LEASE. THE PYLON SIGN WILL BE ELECTRIFIED AS SOON AS POSSIBLE AFTER INSTALLATION. SHOP DRAWINGS: SIGN CONTRACTOR SHALL SUBMIT (2) COPIES OF SHOP DRAWINGS TO WALGREENS FOR APPROVAL PRIOR TO CONSTRUCTION. ORIENTATION: SIGN FACE SHALL BE PERPENDICULAR TO THE MAJOR STREET. FOR ANY VARIATION TO ABOVE, SITE CONDITIONS SHALL GOVERN PROPER ORIENTATION -AS APPROVED BY WALGREENS. WORK RESPONSIBILITY: TURNKEY (LL) CONSTRUCTION OF DRUG STORE: WALGREENS SIGN CONTRACTOR WILL PROVIDE SIGN CABINETS, TUBE STEEL SIGN, LEGS, AND BOLT CAGE. ELECTRICAL POWER, DATA CONDUIT, FOUNDATIONS, AND MONUMENT SIGN BASES ARE BY LANDLORD'S CONTRACTOR . FOUNDATION AND ELECTRICAL POWER SUPPLY BY WALGREENS, ALL OTHER WORK BY WALGREEN'S SIGN CONTRACTOR. COORDINATIONS: FOUNDATION CONTRACTOR, PRIOR TO INSTALLING FOUNDATION, SHALL: 1. VERIFY PERMIT REQUIREMENTS WITH WALGREENS SIGN CONTRACTOR. 2. OBTAIN BOLT CAGE FROM WALGREENS SIGN CONTRACTOR ALL REQUIRED PERMITS SHALL BE OBTAINED BY WALGREEN'S SIGN CONTRACTOR. 1 112/510s p krv. 'R cip-30 A JULY 2005 REV FROM FISCAL 2005 CRAM NO. DATE BY DESCRIPTION CONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS THESE COPYRIGHTED PLAN AND SPECIFICATION DRAWINGS ARE TO BE USED AS WAS PREPARED BY ME OR REFERENCE ONLY. IT IS THE UNDER MY DIRECT RESPONSIBILITY OF THE SUPERVISION AND THAT I AM LICENSED PROFESSIONAL TO A DULY REGISTERED GENERATE PLANS, ARCHITECT OR ENGINEER ELEVATIONS, SECTIONS, AND UNDER THE LAWS OF THE ADDITIONAL DETAILS BASED STATE OF XXXXXXXX AS ON THE JOB SPECIFIC FIXTURE SIGNIFIED BY MY HAND AND PLAN (D1). MISUSE OF THESE SEAL. DRAWINGS IN ANY WAY MAY RESULT IN LEGAL ACTION. FISCAL 2006 PUBLISHED JULY 2005 PROJECT NAME WALGREENS STORE CRITERIA DRAWINGS 114'-0" X 130'-0" DRAWING TITLE READER BOARD PYLON SIGN DETAILS CADD PLOT: SCALE: AS NOTED DRAWING NO. a51-c0705.dwg DRAWN BY: VOID PLOT: J.S.M. A5.1 DATE: July 2005 SUPERSEDES PLAN DATED: REVIEWED BY: ROYCE OF DWGS a51-c0705 COPYRIGHT© 2005 PENDING d P 111 Q� I GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and egluipment and perform all work including restoration for the completed installation of the utility systems and all other umprovements 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 Thei Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurfaice utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to arvoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. I he contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginnimg the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during ithe 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 requirred of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the prcoject area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for appr(oval 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 Specificattions ore 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 inslpection by, the Authority. 5. When an existing water main is tapped for the installati(on of a new line: a) The Authority shall furnish all labor and materiasl. 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 andl 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 liines: a) The location of the service lateral is to be coordinalted 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 V and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the m(eter 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 ttimes 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 V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VOOT right-of-way, all traffic control„ wheother permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area (Protection Manual. Furthermore, all traffic control (loggers must be certified in accordance with Secttion 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his exxpense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VD)OT or private / public utility companies. It is the sole responsibility of the developer to locate and idlentify utility facilities or items that may be in conflict with the proposed construction activity. VDOT appproval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, cand control or safety of traffic may be subject to change as deemed necessary by VDOT. Any adafitional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsiible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 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 to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the 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. Furthermore, access to other properties affected by this project shall bee maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Eroscion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rrectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOV right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, s3prings, sinkholes, voids, caves, etc.) encountered during the course of construction shall be irmmediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testimg is required, a VDOT representative shall be present to insure the sample obtoines 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 ttesting shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shalt be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. 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 developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using 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 shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. in accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. C"ITY� U F­"'HEN )'TET VIR "'�INIA Vicinity Map Scale 1 "= 2000' 0 0 ER 06, 2005 REVISED: NOVE EER 21, 2005 1- r• Towne P.O.o Virginia 22604 41,. 667-2120 Developer: Red Leaf Development X Investment Associates, Inc. 1929 West JoppaRoad Towson, Maryland! ! !! P.O.C. Robert 1. Statkiewicz LOCAL Frederick•unty Sanitation1 P. , Box1877 Virginia! ! 0 • P.O.C. r Allegheny Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (50) 665-3156 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-036 P.O.C. Brent Liles Shenandoah r P. 0 Box 2400 Winchester, Virginia ,I.r 40) 869-1111 P.O.C. a; 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. EROSE,41 CONTROL 1. Prim to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works � ff 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 (Le., 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 buildler 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. b Approved by Frederick County Zoning Administrator Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadillv Street. IF 540.665.0493 Site Plan Approval Valid for 5 Years From Date Shown Hence rroie-ct NumbW-ow: Sheet Number of CD . ,ram� i�i `' "..-.. ;•;I y,,.J a-- ,. FOR PARKING LOT AND WATER LINE PLANS 1n' _r;q r E SEE: SHERANDO TOWNE CENTRE- -PLANS J i.�l , ;'r �'- .;; --- -- -, SLE TAP NG VALVE y T DATED: NOVEMBER 9, 2004 I. 1 ' `" 434.68 lJ},:� ---_x,S79'14'26- _._ -- - - - ..... _... --- --- -- ---- - --- - - _ -- _ _ --- _ -- �.. - 'L_&_ TEE TRA __- _ a ; 20� IEStif'T - " VE . ^L. -7 E._ E REMOE VE WHEEL STOPS .._. WA METER i 2 [ I_ i 2.1 _- 0 WATER ESM T 3 I ---2 WATER S - 8.12. ,, - M&M EX ,CG 6 n _ C 1 „ g 7$0 34 N 2.5 EL. 5'dIj{ C9 'S1 DIRECTIONALSIGN �S �9 -- .',-, + 747.95 TO -WARRIOR =DR , c 1-F ASS MBL .. ' •r� 4 • EL: 748. �: r - STOP SIG MIN BEHIND RI_M_..-. - --- -_ -_- .� . ,_: - _ - ._� -=>--- ---- - AND -BAR I#. CURB LOADING SPACE 22. ' EL 749. o0 }\ -I p o SEE ARCHITECTURAL DRAWINGS FOR \TRANS.- TO- CG-6 r r >; i•.1°_.__=\,y.e LOCATION & POSITION 0,; ACTORS -TRANS.TO F COMP - MATCH FLOWLINE i . ( 6 CURB S o . COMPACTOR ENCLOSURE''& TOTE ENCLOSURE �\ I00 `° S� 85.50' { t t�®O ��C� STOP SIGN - -- \ ��ii r Jam. / AND BAR ! N O, , 48. 7 33.15 -- ------ _._ I' , i s REC G DOOR 9.05 DO NOT ( CARDBOARD NO LEFT 4 ENTER \�V -- \ �� w TURN SIGN " J�' - TORS UNTE ON cOj EX CG-6R - - -- �) ( �., = ( COMPACTORS MOUNT G ': L N M&M 0 S I !, WITH PVM T __ _- - - h . � ., - >- i ! 23. 75d.40 CANOPY 748.25 1. ;r0, 5.,' ., I J7- -__L_ L z t o WALGREENS------(14' CLEAR) _ RIM`�48.7�5 - - - l- -- -�- -- -- 14,470 S.F. rn I - 1 72 PARKING SP. REQ'D. '�' 1`,, - ------ 749.00 } _ .' 4 i I I a 75 PARKING SP. !. < 1 n r -- _-._. _ .--_- _ _ . _ .._ - f _ a PROVIDED ON SITE �'I1, .>... , f?t i,j�.;,r r. .. o __ ._ _ iJ , Il Cb Q 1 CD A -M&M_ EX CG-6R :" 4. E c° TRANS. CURB`i� f T •. i - T iP O 6„ RELOCATE EX. LIGHT FIX HEIGHT T -- 750 � 1 f 05 , ,., . I OVER 8' 750.5 �0.15 III, &M EX �G=6 ,, POLE MOUNTED HANDICAP PARKING SIGNS INSTALLED PER J i t;G WRGINIA STATE CODE SECTION f:. �! .I - 36-99.11. (THREE REQUIRED) �+ ! - , I 1$.60' 24.00' 18.00 c� r I DETECTABLE WARNING o ; 749.50 v'� h I a (! ll s -__ _ c' I c� TRANS. TO 6 CURB (R�� Jr 1 ,; _1I ! 1= ! f, SURFACE, 36 DEEP 7 � � BOTH SIDES OF RAMP ;} ! --- s/w FLu�H AT 12% SLOPE OVER 7' I 4 `'' - -- GUTTER PAN • a S/W FLUSH WITH PVM T i .9.55 _ .. ,. �`;, � 27. 6' 74RIM5 - =--��+ 48.7� : w . CONC.. S/W° _ 46 7 4 ! _---- STOP IG ;. C �I,, � = � x F DRAINAGE ESi_ T & 22. = p 1 !, -- --- -- AND B R - C? o - O O _t; C v o, r I?749..----- + - - - --------. : - O +- - 1 CzOCflC� O �c: C S C`e�r- -<,� 4 G - - •;„ j -� n _____ ?�tr� J, r 04 .C} DSOT749. i :- �1t �I' (� Ifi {` •./ � �ka.l -D - .,..... «..._. t � �.{..±o,. p> � �, U � U .A 151�1.. 1!3 � O � -1 ' I 3 . I _.-:.c - -Q..-r....?... =., _ V 1.. 6 01 .�.(�, Q 'a.'..} { j I 7 ' r., 1 ty M U 7'f j\ I 1 + I J J%�,�I(i S J L1 O I j Y/%� o L O .� {� 0 O O c7 _ a 40 ) ? ( f f l M o 0 0 00, ei c o Q v R [tt�S o 0 _.. i - TRANS. TO CG 6 > 0 0 o c� -- - - T NS TO G�_6 ;I749° 1 0 0 .�.. , . 1..;.�_. MATCH FLOWLINE f` c�o00o� ocS s ATE 0oa000a0Qo0N �� I M TCH FLOWLINE ?'.L. o 0 0 0 0 0 0© S I 0 0 c 0 xA 0 0 0 o c , L' ;0 0 0 0 oc,�� 000 � ,00 . F 1 Cj , 8 Sp4C S /i o 4 7 ! } 1 1EX M&M EX C-6 4' - I N I 5i+ - RAI AGE sM T ` f I t I� ---- C&G I__ 11" 9 SIGN ESM T-----..(_� CO ST P SIGN r i AN BAo-L�_- O ,3 EX! RA_ ---� --- EX. R/ 1 i� 198 �� ; �� I ;' C : - ONC: S _ ' WALGREEN'S, IED f sn� / ,!7 A 1 A E � ---- _ - - - ------ o E R. -- - _ 4 \ \ SI YLON GN^✓� , i I - ( \, a, �- ._-._.... _ ....--------->/--- `fi-,- -- -___ - --------- •--�"'------ --- -- - _...,._. _ __._----. ...._ __._... _ ...__. _ - -- , r__•._ j.'t••t.:"•li- = _ _ .. __ -- '_ ----- A. - - - ---- --- •- -- - `,_ 15,000 A.D.T. WARRIOR DRIVE - 256 FT. - - - WARRIOR DRIVE 478 FT. . - _ MPROVEMENT-S-- - - - - - r� , �. L` r � �I t �, SEE: SHERAND TOWNE CENTRE PLANS r i DATED: NOVE ER 9, 2004 TM 86-A-117A 01 TM 86-A-105 / GREGORY A. BUTCHER / TM 86-A-106 / / PAUL V. FUNK # / GREGORY A. BUTCHER / T D.B. 720 PG. K INST. 030019055 INST. #030019055 ZONED: RA STEVEP ZONED: RA USE: RESIDENTIAL ZONED: RA USE: RESIDENTIAL USE: RESIDENTIAL D.B USE: Culvert Summary Culvert Inv, In Inv, Out L(Pt) D(in.) S(%) Type 1 746.20 746.10 22 18 0,44 CPP 2 748.50 747.47 13 15 7.77 CPP 3 747.07 746.94 13 18 1.00 CPP 4 748.24 747,70 54 15 1.00 CPP 5 748.84 748.3,14 50 15 1,00 CPP 6 749,43 748,9-14 49 15 1.00 CPP 7 746,53 746.10 43 15 1.00 CPP 8 744.96 743,19 88 15 2.00 CPP 9 746.95 745,16 90 15 2,00 CPP NOTE ALL CPP IS TO BE GRUMPLER SM❑❑THC❑RE OR EQUIVALTENT. Storm Inlet Summary Str. No. Inv. In Inv, Out Top Etv, Type Throat 1 746,20 746,20 751.82 MH -- 2 -- 748,50 751.56 DI-1 -- 3 747,17 747,07 751.56 DI-1 -- 4 748.34 748.24 752.23 DI-1 -- 5 748.94 748.84 752.23 DI-1 -- 6 -- 749.43 752.23 DI-1 -- 7 -- 746.53 751.65 DI-3B 6 8 745.16 1 744.96 750.00 1 DI-1 -- 9 1 -- 1 746,95 751.55 1 DI-1 ,9R,4PH/CSCWAF 30 15 0 J0 60 iAI FEE! 1 inch = 30 ft. CONC STONE 8 , , PROP11=1 SMKWMKMON AT ROW 1.5" SM 12.5A 4" BM25 OVER PRIME COAT - 8" VDOT 21 B r- WELL COMPACTED SUBGRADE w z Q 00 w ��o cn Sl z Q z_ CD 1.5" SM 12.5A - 2" IMI-9 OVER PRIME COAT r- 6" VDOT 21B i- WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale PROJECT SUMMARY TAX IDENTIFICATION NUMBER PART OF 86-((A))-102A EXISTING PARCEL AREA 1.5 ACRES DEVELOPED PARCEL AREA 1.5 ACRES ZONING B2 ADDRESS FAIRFAX PIKE CURRENT USE VACANT PROPOSED USE WALGREENS STORE DISTURBED AREA 1.5 ACRES SETBACKS REQUIRED PROVIDED FRONT (US Route 277) 50' 84'+ SIDE 0 274 REAR 0 67'+ PARKING 5' 9'+ BUILDING HEIGHT 35' (MAX.) 24'(+/-) GROUND FLOOR AREA 14,470 SQ.FT. NUMBER OF STORIES 1 (24' t) FAR ALLOWED 1 FAR PROVIDED 0.22 MINIMUM LANDSCAPED AREA 0.22 AC. (15%) LANDSCAPED AREA PROVIDED 0.25 AC. (18%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/200) 72 71 HANDICAP SPACES 3 3 LOADING SPACES 1 1 TOTAL SPACES PROVIDED 75 PARKING LANDSCAPING PAVEMENT AREA 36,327 S.F. PAVEMENT TREES REQUIRED 18.2 0 1/2000 SO. FT. PAVEMENT TREES PROVIDED 18 INTERIOR TREES REQUIRED 7.5 (@1/10 SP.) INTERIOR TREES PROVIDED 8 TOTAL TREES REQUIRED 26 TOTAL TREES PROVIDED 26 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. 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. 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 4. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 7. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 8. AU_ UTILITIES TO BE PLACED UNDERGROUND 9. ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 10. FIRELANE MARKING SHALL BE PROVED AT ALL ARE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. I 11. BUILDINGS SHALL COMPLY VNTH THE ViRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 309, OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPUES IS IBC AND CABO A117.1-98 ACCESSIBLE & USABLE BUILDINGS AND FACIUTIES. 12. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA UCENSED DESIGN PERSON. TRIP GENERATION ffE, 6TM EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 1276 T.P.D. USE CODE: 881 FIRE LANES REOVIREMENTS- 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. THIS STORMWATER PLAN IMPLEMENTS THE INTENDED DRAINAGE FLOW PATTERNS AS SHOWN ON SHERANDO TOWNE CENTER LOT 5 SITE PLANS. LEGEND PROPOSED CURB & CUM .................................... PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 12.5A) ............... PROPOSED HEAVY DUTY PAVED AREA(8" 218/3' BM-25.0/1.5' SM-12.5A)• - PROPOSED CONCRETE AREA ........................................ PROPOSED GRASS AREA ........................................ PROPOSED EASEMENT AREA ........................................ - - ZONING BOUNDARY ............................................... ZB UTILITY PEDESTALS ............................................... 0 M EXISTING STORM DRAINAGE & STRUCTURE ......•-•••••••••••••-••••- PROPOSED STORM DRAINAGE & STRUCTURE ........................... PROPOSED WATER MAIN ........................................... -- I Wl- EXISTING WATER MAIN .................................... <........ PROPOSED ARE HYDRANT ........................................... PROPOSED CATS VALVE & BOX ...................................... • w! EXISTING SAN. SEWER AND MANHOLE . .............................-- PROPOSED UNDERGROUND ELECTRIC SERVICE ........................ UGT F-- PROPOSED UNDERGROUND TELEPHONE SERVICE •••••••.•.•.•••••.•.•••. -- m' PROPOSED GAS SERVICE .......................................... IGAS' Cn J _y O 3 z oZ Q I zow �Ulz _ UO Nw�� �o wow w -o w w w a LL o v � �N W �n'W00 0- - v C; Q. _`_' v d � Q v Q O o I N W L Nl� ao (D Q N C) �- rr Q (D ('0 06 a) > ai 6 J N C to C 00 O p Ln I� (� n U !- LL tl'f O L � (10 L c� O .C_ CL Li Z g CL w J V z � g o 90 U 0-0 Y p L LJ z O o = w nd O n- W W 1 O i) U LIJ 0 o 0 Uj Q N o N O N Q p Q (0 M 3:II O C ca z �-ILLJ _j m w m N O Z p > j L,j F- �--U _j Q w w Q z a cn o0 n u m o ¢ N z¢ LJ W� pin z CV z w O i J o M Q cc U vCD o L LLI � z z o Y o 04 zn w w ^ C) 0 U LL r- — - — — _=__21---;�, \ --------- <1 6 01SF I �48 A( -,.CO L 2- -------___�� ----- ------ I \\ ri -- --- -- - - �- ----- -- 1_0 2 A - 40�4P. CORPORATION �� Nil I TOWNE CE� THE C C1� ; - cT3------------ { ,, �-- --------------- LET uj 2o'IWATER ��6 B. 7687 PG.1797 �4 k ; EASEMENT // 209035 S 434.68 ` /< ZONE- B 2 INST. > mni 5%51 1-8"x6"TEE l E 00 G7 I tJ 54.8 M M E Ln d' O Z� I I VE "R EXISTING STORM DRAINAGE do STRUCTURE EXISTING STORM DRAINAGE do STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB- & GUTfER .......... DRAINAGE FLOW ........ . ........ EXISTING. •GRADE ................ f ---, PROPOSED GRADE .............. PROPOSED EASEMENT AREA......... . PROPOSED -SILT • FENCE • • • • . • • • • • • • . SF SF — INLET PROTECTION . ............ (P YYYY/ LIMITS OF DISTURBANCE ............ "l Tor7l.LOD DRAINAGE DIVIDE ................ .>-RAOH/CSC.4LE 30 15 0 30 60 IN FEET 1 inch = 30 ft. VAL "PVC SDR21 WAR MA1N 20' h/ TFR FASFMFNT ! ! f 14t ! 20' FIRE I _ ! O 1-6" TA SLEEVE i VALVE B l 1- FH A V /ASSEMBI SET 3' 1 6» tND SOR 21 r WIL 'CD �\ RIM= 746. INV. IN= 7; INV. OUT= ti CIP -- - i I l � i EX!` PR DRIVE" ALL SPOT ELEVATIONS SHOWN ARE TOP OF CURB UNLESS NOTED. \L J � Q�Q tr _ n V / Z T5 STONE CONSTRUCTION ENTRANCE 70' MIN, EXISTING 1 A 3, PAVEMENT 5:1 FILTER CLOTH 6" MIN. A MOUNTABLE BERM 7 (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MIN. B VASHRACK 10' MIN. REQUIRED ♦ 1, 0' MIN. 12' MIN. EXISTING PAVEMENT VDOT #1 I �� POSITIVE DRAINAGE 1N, COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE + NO FULL WIDTH INGRESS AND EGRESS OFIPLAN VIEW 12' MIN. 3' MIN. 3" MIN. FILTER CLOTH SECTION A —A 6'-7- --k REINFORCED CONCRETE DRAIN SPACE SECTION B-B SILT .FENCE CULVERT INLET PROTECTION VENDWALL TOE OF FILL � I�---- — CULVERT of I I — _ 0 — o J TOE OF FILL o p 0 0 ROCK CHECK DAM REQ'D o 0 DISTANCE IS 6' MINIMUM IF FLOW LIS TOWARD EMBANKMENT FLOW REQUIRED STONE COMBINATION 1.0' 1.5, FLOW VDOT #3, #3, f357, $5, #56 OR #57 CVAKSt AUUKLUAIL TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC BLOCK AND GRAVEL •O. INLET CONCRETESEDIMENT FIL TER WIRE SCREEN • ................... GRAVEL FILTER WIRE SCREEN OVERFLOW 1•�ci��'•�•!:>•1�1��,'Jt� AtZ'1`.Z►�'1 At�Y�!S�'~+1�Qr WATER FILTERED RUNOFF ATE /�. 111I11F=7�111►1(�IIIIIICII ` • . • ... . II"'I �IIIIII��IIIII.WITH GATE DROP SEDIME II SPECIFIC• METHODTHIS OF RiLET PROTECTION HEAVY' FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUNDTHE STRUCTURE. GRAVEL SHALL BE D• OR #5 COARSE SOURCE: VA. DSWC R 0 CK CHECK DAM VDOT #1 COARSE AGGREGATE FLOW SOURCE: VA. DSWC cal 3' CLASS I RIPRAP PLATE. 3.20-1 2.5' CLASS I RIPRAP PLATE. 3.08-1 BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET IMF WIRE SCREEN ���CONCRETE BLOCK GRAVEL FILTER RUNOFF OVERFLOW _ FILTERED WATER WATER WITH SEDIMENT — II — SEDIMENT ill" WIRE SCREEN 2" X 4" WOOD STUD \\� CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE PLATE. 3.07-3 SOURCE: VA. DSWC 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. FLOW —I IIIFz_ I11" 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 1-1 FL011 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC (041 AND WIRE INTO THE TRENCH. FILTER FABRIC SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control PlArL 3.U5 mmood & hm J \�GINlq T �z J a oa of Q O w d O �0 _ U_O �w( N o 0 Ii- Z w , m a LC 00 O 0 en00 n - V tt 4} � L Q rn .� a O a I N in Ln Ni : O O d Q o N O —1 0� Q co cfl N c: r7 c O O v H LL •L 0 L � v / O 0 4.0 () 4+ c Cc is a L-Li OVA I ' _! O w Z Z 0 0 Z 0 p cn 0 w W W J F— v ,Q PLATE 3.07-8 C� 15 Z s U v 0- LLI N O Y o p LiJ z Ow °d Q_ W W O O0 � U w CL W LO o 0 N r- = rr' Z • w O r� (f) Q 0LLJ M a- � 4J� w O m Z � W m '- y� O 0 w > O F- Ld J .- J O Lj U o O Q w < z a. to (Un (=i) m LLJ c.D 5 o ¢ U V) LLJ O Z ~ L cf-I .0 '�U -1LLJ cc G cc G U o O Eli z Z o Y 0 N Z n N - Z c� W = LLJ J_ O c:I U LL_ Z_ L co Quo �- z. Z >Y ,9R,4, SCWE 30 75 0 30 60 IN FEET) 1 inch = 30 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 V-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. U1010 1 HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB { 8' GALVANIZED GROUI ROD. BOND TO POL #3 STEEL REINFORCE TIES @ l'-6" O.C. #4 STEEL REINFORCE BARS LIGHT POLE LIGHT POLE BASE KITH COVER PLATE NONSHRINK LOAD BEARING GROUT 4NCHOR BOLTS FURNISHED KITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT "IRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-B" 4 CONCRETE BASE '.V.C. CONDUIT AT 2'-6" 3ELOW GRADE TO PANEL TOTE: ALL UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL o-o,o LITHONIA KAD 40OW MH 2-FIXTURE MOUNTING HEIGHT-20' oa LITHONIA KAD 40OW MH 1-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. 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 if field grown PLANTING SCHEDULE DO NOT prune terminal leader or branch tips I / Prune narrow crotch angles and water spouts Prune broken branches I% Prune suckers mulch kept away from trunk ,—Soil well to contain water Leave solid soil pedestal - do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY If rh T}lORKM HONEY LOCUST 2' CAL 0 6' HIGH AS SHOWN 11 DOGWOOD 2' CAL. 0 e HIGH AS StiM 4 FLOWERING CHERRY 2' CAL 0 6' HIM AS SHOWN 11 HEU HOLLY 3 GAL 00NTAINERS-3' HIGH 3' ON CENTER 110 SEEDING REQUIREMENTS AFL 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 SQ. 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. '4 UNAMENDED backflll soil Partially backfill, water to settle soil, finish backfilling Area for water drainage 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 ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. `tit Cn J J Y 3 OZ �wz� Q O 2w� O SW z �' Qr- LjFz �� Lw� Y � N Q F Ld 0 W LLJ LL_ �� O 0-°w1,V _ V /.� 4_ ii N d � U a-+ L c� Q v Q Q0 t- O a I � U (n U7 N o O Q � o N 0 J Of Q CO ) N rN c 00 O Ln r` �a LL N u� L 0 L � U >` vi O CL w 0 Z Z Q cr) CL Z CL z U I- V) _ o(.D Z J w Z � g ry �5 o0: S U �v Z � Y W O W CL �8 w a I— o V) U w 0 r w LO N \ O N •- Cr Z w O O o ui En� O W af r c� 0 z w L1J m w O CDLL_Z > Lv Ld _j w p � i_- Q w Q Z n Cn 00 n v m w Q V O o z in U J � 0 7 to) z w O = o aU U J < cc c LLI V) o N z U Z ' Y Z N '- z w W _ LLJ -j M 0 0 U LL r �pAfflfA! bidl�l 1�' tt+let�h taikldt es mgWmd tr Dlasc willb+D WAM p P~ YOW al bm *fD y Alb b to be wrap rated to 96%of ASTM DWR maArrnml is' troll, densilt►. exr��ataas �� � efforts I>1• WAN11111C MD DETAIL 96111110 boom QMW btu Ir O t LW SSW edreno heddk Ibsd canwift paq 11-4' diEt X Ir deep w.�•-�: :s•• ad ntguiad IibtUF y.%. $ ^!. Mr6Ald pra�de WIT "' ;ti •' tl20.C). 1fPtDd1 �Z'11tkt,-b"1111m1t -,,,_ a takM t:ortata'Is !l` !� " flloirrtDtto e =�"�Pp IpDtrGl"ECRADI a CONCRETE A11110H Itimtam d IT abatra tt p aI hws valeta btm l p*w madw abate ettttaw }aitt beabfl . `+ msc>nicalitt tyr ertirttltoo *#Ih r brox1h +cDNcl!�r>R t�cA�lnr TRENCH & BEDDING FIRE HYDRANT ASSEMBLY s WR 9l;; ttpiW tw 4 L%Y peslmfed 60A 0 tpsttelyd bdr 4 balltxl o vsHH77-15sHc-11-77 " 2' custom setter (meter by FCSA) cast in place aoxess standard flat top door, centerecd in for 4 diameter top (see note /) manhole $ HIlfYt41a1 varies 30W14t geakaeed at property fine 2 max finished (see note 2) grade MR 35M is 4' ° isle! � ° $DH 44 oftihow boW" skid pad v�ak! roadway box 27 29 :. ✓ 3' riser section for 4' 2• CTS polyethyleneIna diameter manhole tubing (PET) 200 psi with cutouts tiniehed w/ SS inserts at all AJ NE -T Ot> n� 4 ,o connections -Z�d - 3 min { saddle with 2" min. �* R corporation stop r �' K x' 't — kmmlk n mltdw sD" MIitM cow water main G stone beddingN solid support blocksunder custom setter - affill 12 gauge Insulated copper ball valve curb stop with PJ wire for line trail to 4W CTS both ends 844777 �' C14 44 wf SS inserts ( ) i at 10 toot lintervals and MIP plastic plug w/ SS irtsertsj; with 2" gate valve operating nut iJOT1ES: 00 rX 4 With e' pdfftd grin 1. /icccess door shall be by Halliday Products cor our approved equal: -0 a) in non -traffic area - model no. SIR3030 f� aJ1dA b) in traffic area - model no. H1 R2424 8" 2. Water service crossing street: a) Encased in 6" diameter SCH 40 PVC or SDR 21 pipe. ............... ... The piping shall run from one foot beyond sidewalk across street, to one foot beyond sidewalk. CUTOUT DETAIL b) Install 12 gauge insulated copper wire (tor tine tracing) from oorp. stop to into the meter box [ wrap wire around (typical) oorp. 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 SEWER LATERAL -& FOR MAIN WITH {AVER 15 ff DR LEA SEP os 4 7- Both joints of the fitting shall be restrained. In addition, ali joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SiDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP 6 S. 10" 12" 6" 8" to" 12' 6" -- 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 10" -- -- -- 40 -- -- -- 20 REDUCER In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6" 8" 10" 12" 6" 8' 10" 12" 60 60 80 100 40 40 60 60 aoncrm s pad t+e dr. x� Oslip atgttigpbif►+ror�e taooc VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- ttrralladl tf+�► VOW Nehlb ni Dht11]r IV cram bil Note: ttra ilailell ro f111R4 afal4 io+t►ulbrlltr►aMea HATE VALVE 41- SEP OS SEP W DOWN BEND DEPTH 4 FT. MIN. Ld DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and up bends. \ On down bends, one joint fads horizontal and the other points down. On up bends, one joint fads horizontal and the other points up. Each side of any vertical offset bend shall be restrained. in addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FT. SiZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" PVC/DIP 45, 22.5 & 11.25 20 20 10" PVC 22.5 & 11.25 20 20 8" PVC 45 40 20 10" DIP 45, 22.5 & 11.25 20 20 8" PVC 22.5 & 11.25 20 20 12" P✓C/DiP 45 40 20 8" DiP 45, 22.5 & 11.25 20 20 12" PVC 22.5 & 11.25 20 20 10" PVC 45 40 20 12" DIP 22.5 & 11.25 20 20 barA d yrrda ..t ttrrsramn SUR21 sty1i21. VERTICAL OFFSET RESTRAINED JOINTS -4- 755 750 745 30173 SEP 06 Lr In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (lb) piping shalt be restrained, (2) any joint that falls within the recommended length of the nm (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a toe's requirements for Lb. A wye shall be restrained per a tee's Lr and a 450 bend's L requirement RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PiPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 10 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 x.,+.1 .ro. F,, g> v_,� ,�a _. f. �fi.. <a.�i �..ua.4 .ux. � •; , m. a . ..>:x:� . , , .� e � �, r.., ; e�r,n ,r, ,�skw�a PROP EX GRADE I RADE 4 MIN COVER 6" PVCIDR-21 WAT R LIN U m fir• ca m m w w U' ---t UJI ~ 2 Q N 1i I I rn 06 i�0 + 0+00 0+50 1 +00 1 +50 WATERLINE PROFILE L atmixi M 1011d Pad `11rdLxVdaW cst 1wn ciwwte rtopvrDt Ilil�ly phtat" of cpottta awA sgwss i W"21 ark'ftne SEWER CLEANOUT -11I- tunas In addition to restraining each side of the bend, any joiM that falls within the recommended length an each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8" To 12 6" 8" to 12" 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- 755 750 FF ELEV=753.50 0 z_ 0 745 m QL O fY a 740 0 v N t-, 146 II O � QL a C' 0+00 0+50 SANITARY LATERAL PROFILE SEP os 66, — � 2.00 1 4 O — O n II Ii? o +oz o GRAPHIC SCALE 50, 25, 0' 50, 100, 1 INCH = 50 ft. HORIZ 1 INCH = 5 ft. INERT IS W J T O -u Z o W O9 tZw N Qvow F�0�-- FO Cr oW 4.°w ,�W � oc0 oZ - 0 U) iJ �v Q ..� v t� V d Q0 O o i N U U) "Q i7 O ON O J <C (0 (O > C� -J N M c O O p LC) o i- �n U. N 6 i. 0 L. v 2 IJ C to Ov G.. w W J O z N O .- co O LL- En LLJ w m > wi— -i w ir- i— U Q � w u n o0 co ~ zM O Q00 O 0¢C LU 0 N < = n wM a v LL- •- Atlantis MatrixcT'" D-RaintankTM Typical Tank Ilnlet Outlet Design Outlet Pipe Non -corrosive hose ctamp orC tape used to fasten finer to pipes to prevent backfil from entering structure. Non -woven Polypropylene- GeotextRe fitter fabric encasing Atlantis Matrix- / D-Raintank'^ . f;*;iAtllartt�is Side View Inlet Pipe Ion -corrosive hose clamp or :ape used to fasten liner to 0pes to prevent backfll from ,ntering structure. Ion -woven 'olypropytene ieotextile fitter 'abrlc encasing ltlantfs Matrix^' / -Raintank r Oa0 e o Atlantis D-Raintank TM Double Tank Module r7 Part No. 70004 - (W)408mm [16.06"lx (L)685mm [26.97"1 x (H)880mm [34.65"1 OOO Uwtl�4c�� U1ia���o���4 Maximum Recommended Load= 11.1t/m2 (34 psi] Volume= 246.301 [65.085 gallons] "Water Management for Life" 4.06 Modules - 1m3 Atlantis MatrixTmD-Raintank Typical Parking Lot Design with Cleaning Point ATLAN77S D-RAINTANK WRAPPED IN NON -WOVEN POLYPROPw4e GEOTLrX77LE FILTER FABRIC PAVEMENT SURFACIN PAVEMENT BASE NOS-DURACAST CATCH BASIN AND GRATE\ EXCAVA77ON LINE AND IMPERMEABLE LINER RHEA - REQUIRED wn,4� OUTLET P1PE TO EXIS77NG SYSTEM s LEVELING COURSE OF AGGREGATE, +I / COMPACTED TO 959• MODIFIED PROCTOR DENSITY AN IMPERMEABLE LINER IS TO BE INSTALLED BENEATH THE SYSTEM �*'� At1a11t11S F�� y GEOGRID BI-AXLE ON GRAVEL OR PERMEABLE GE07EX77LE ON SAND 8' CLEANING PORT WITH TRAFFIC 'BEARING VAL VE CAP METALLIC U77U7 MARKERS F AT ALL CORNERS OF INSTALLA77ON TO MARK FOR U77LIIY DETECTION M 39' U m) 12, MIN. (0.3 m) TO ALLIIW SPACE FOR PROPER COMPACTION De tta h of Atlantis D-Raintank to be decided by Engineer. Tank Depths Ayckaabte with Atlantis :D-Ralntank: Single Tank Height = 0.45m E17,72'1 Double Tank Height = 0.88m C34.65'1 Triple Tank Height = 1,31m E51.57'1 Quadruple Tank Height = 1.74m C68.50'1 Penta Tank Height = 2.17m C85.43'1 Ad 3A�38,3C EMPANS1ON tQA CCTALS OF I=t.ET T 8M5 dF ' CD�AMSIEIRI JOINT4ME E OVER SACK OF 90EWAlAt ` T R d3AR � tt1♦ 8 :f At75 ` _ Ct • WEEPYtC cy SEE 1 t . ST(PS'SE MOTE D SECiION A -A KEYED CCNST_JONT _ f" Cr r r _ � 9AR5 E 113 dAnETEH RJWS 8 mEFP "ME FRONT ELEVATICN BARS F r•a _-; 49jTTCR RCODYtOl r jM- s-U l�� SCHT PLATE SECTION 1 -B I ' r. ! •• a 1-ft A ti19E DEr& SoXt ERE USED vmM CC-3 IL CO-7 STi 0AftS:'+-`fir 'ifi �' • -�.,• i2t/T":►i 'x',la' tY1'+t H m&X OVAIL smAL _ BE vRO WiI*I CG-2 STMDNIDS. TYtt A t CsA4YMi' rrPE a h- x 41 Stun lIEAiI C01*IECTOII IIFLOED aXvATti2ED Ft ATE FCk TYPE A TO 8E WAI ON AN *IME OF Fidi•30" TO 01W MOtn AT I"S-C CowfiECrONS AND IS T4 BE *ICMOREU WIN !,y' x +* STUD SHEXt NOSE DETAILS WELM Tp Q"NT PLATE As Y'C-C. 2- APWR PAVEiENT 01-3A L D-38 L _ . D1 3C L `,�:. ,• WARM PAVEMENT �f z 1 1 �-_,r--.�.•---.,-,.- � .s__-(E ! L.-- • to 4160 _j , DETAIL WHEN USED Fuca USC tam QtAMS ADJACENT TO CURB FOR USE N SACS WITHOUT GUTTER BOTH sets To 9E SITA"Tf CAL SWEt I Ut STANDARD CURB DROP INLET 12r1 _ 30" PIPE MAXIMiLlI+.+i DEPTH (H) 931 233 y Vf�3ti1 O[pj rWE??tT tE 7RAMSPORTATdrJM 307 t rv. MEN ' ' r�VbLYfYWY+rrwr rwrA11, .rrrw+rlw■rwratYM. o ago ii..:._. ntlllwwrwww. q�t *��" ^ ♦.�••ai171llllrriliiwa.{�ws • ■t s wn1. ws _ ��tt� �•atwirlwawwwwwtntQeta•rswir ffiFa law.22 s�a....at+rlr♦t.rwfwtwts.e wts o■i1��a��rww�Y�w.���'www� ,V WL PLAN MAX t-YAN1A13.E - A111X- 2C� TABLE OF QUANTITIES 0-3A,38,3C TYPE L OKA of T101 R'EINfORCiNG STEEL GPsne C#► w4+A. skL A Lis_ Ft. 0 Ha, Lin. Ft, ! 8AR5 C Na. LLD. Ft- • Me. Lim ►1, BANS Ma. E tin. fL' Nlrb" Ma. f 4it. FTA, Q din f6i L6s. FL Ft. 3 1 S-2 b T22 2.7 S 1--s- .a- • t D •AI` T• " 4 r- 1. T7I }W AF OD ®S d'-7o to dr IG` 5'- 3 3-2' a T ! t-8' ♦ • 17 + ♦ 5 9 48� iB 7" 8 '• 5' ! -2* ♦ F-fir t !1 + r- S R_ 4 n. 3 T• ♦ r. fly ] S. 4 ^ •7. a a ♦ ] T^6" + r- 3 3'-21 4 T-B• ♦ 1 1 20' 9.i7 S 17 dr' ♦ _ 3 7" 3 2` ♦ 171-6' r-A- ♦ 7- • - 4 d i75 ] pi 10 T,V 4 d'-T. to KI t r E P-B' ttt 7 3.45 10 a''ir^ A a•-7- to !••t0 •?• 3 3'-Y 6 F6' t{a• a. _IAT10 10 3'-9r' Q -1-1 to Q'-%r 5 3 N-2" d 3'-9' r-6` 2 ' 10 Of3C T4 ! TD 9r' 20 d4- Ic ^ 6 r_M 0 &-Kr S 51-7' ] 3 3• S f-V 2 r' NOTES L DEPTH Or INLET INt TO Q 3WW" ON PLANS. 7, 04 X a' 9MOOTM DOWELS AT Ai'f'ROMMATELY 17' C•S TO BE PLACED N ALL AALAS ADJOaDE IT 15. It" AREA MAY BE EA10141 ,1; WMIt9: C06E 1HE EiIPAMSKDHI JOINTS Wilk APPLY *&r TO 2. TK 'W OWN" SHM ON TTE S?LItdDWI(A TIP AOUf fe1G OONGRE7E 70 PR£YEN7 CURD ANO CuTt(R• AND SPEQrLD C" TINE. PLANS WILL BE iiEASAM FqW fK WADI OF THE SWILLAC "I fb COWPETE QIiNUICS ARE FOR DEP'TN kP�S 'CWFALL PfK 11LAM 1OTHIE TOP OF t•r �tSKINS ow Ip ■R Mlkoot� O1q Y oS. US EAR E WTE�Rt/�t._TW ►L�C45CATCO � MTN 0 3" OMil SUBBASE '/:t pr"� �4 @Y WRIST :W p����(� r0 SpA we gLAWTOES, FOR Nl[TX OF roll ESTUATOC DES AND TFE ACTUAL DtIEilStOf•S SMM4 a� OETErAMMED BY TNIE /grit' PL TtC HARflWARE CLOM 1y�SN OR GALVN VM OWE 11FNAafI WWE OMr[1lEMT pIrl[ltS ADD OR SIATRALT 0,32 CONTRAiCTuw f IF+EW f ao COHWITIDNS- DIMIETER L R + W%i HAIMNAFM tY191C r%01 of A @NC>gETE FOR f►Lw FOOT CLOTH A1i�LM 0 T Y TO THE OU15DE OF JKPT44. 3- *W-N W.:FEO tiff T'HE PLANS T4E t+iCRT IS Of THE STAWTILNE. Ill. tENGiN (W JOICLI: FRAM A5 SHOWN (IN WE f T TO 13E St+AFEI: N C OAN t WTH STAN OWO IS-1. THE COST OF im AND PLA0411 ILL 9. ALL INEINFOACN4 SIM 51sALL "AVE A 'RAM. Cf 2 iS 10 Ilk. L s 15- AT 4.10 LO&ArT.. WATETRUY.S INUI7ERfAL to ilj. SA1A~ 19 TO SHE NCLUMD N THE 90 PMM rdR TIE STROCTURE COvER Or 2-. It * OEIIOTES LENGTH Or d+i c1T QL•AL M THE CVCHTT T►[C oFYEB7 Or tNE OOTrAY6 >n. ALL REIIFORC B 2'_ i0 idC CtFT C6EJ�t OF ALL OP1;HtJGS er 2-_ 16. ALL Rg.Faac,►.D BAtBs TO tlCikD. 4. PPE IS ► GWW THAN ME ROT70M OF THE STaTt1CTLt1E T•E WeKOtt OF THE STftKTUF;C IL CAST -IN PLAN CONC%lr iS TO BE CLASS A3 20. WHEN NLE>< IS 1AW t! 4'-01 VIED/ M,ROAN or SNIA L BE +.1HJPM WITH CZEWof WDRfAR TO LUM PSO. PRECASt COP CK111 IS TO BE Mt €_IS 8C SHOED 70� "WOW TO PRE'AEW StANI MG Off P040M OF WATER 4M AS1 t'ttp' DO N THE STRt1CTi1M$. TFE COST OF FiPI* 0415 me PLA�IO ACL ;ttlfT IMA11 NCUEhTAL TO 19- LENGTH Or 9 1 tl WILL.1i1 EVERY CASE, fi TILE S•MF1NC tS To 9E NOlUG6D t1t Tt BD SMOIirT4 CM FEMK.s ' Fat TfE STR Xnff_ l3_ K RR6T IS C04STRt1CTED N tFdbtAN d,lnt dg 5. STEPS WE TO K PROVIDED WHEN H'S r-O' WITH WEG** ttJ19CUTTER 6TO BE OR CKATER. -'C#? L)F. AA-'s ;t( STAI ARC ST-1. ONTIM (SEE D. 6 TIf5 tf Cfrl MAY PPfCASt aT CASf •IN -PEAR[ I+, 5TA41:ARG vgETS MAY d9_ CCNS`aJCT(D WT+1 C014CfIVE ftLt.4 -. r, ACZ00CANCE WTH T"t OETAL9 Sf+3%tt/ CN SIXNDMD DBA'M4a EX-W3. STANDARD CURB DROP INLET 12" - 30" PIPE' MIAXiMiUM DEPTH (H) = 8" 3a2 W*3?I4 QPARIPENT OF TRAN923MATIOP0 SQ4.ID SECTEa4 CAST [PO" IA SEc11CN STEEL , NOTES 2`7' L 2y4' a ilEy` ■ I/i' '&-4-- ten 9 1. CtPrm or *&f I M! To EIE SHOWN fW PLANS. FOR DEPTN GPE41ER'"Am V t151 STA4t7AJ,1 _ .. qq cnii �Ihbtrrl.7 5--- T-.}'7 ., �••' CI'7A ?. � A ---- --,y ON fW- CIA THE W1rERT C.+F' iF+E Cf T EPilTTIALL j y Cam, LR6N CAcv. aTEEL k.t �rFCcd tiOlOO .`Ep4 ERr FLAK 'W 4%11009 A AitF_' APPft11MATE OMi FOR ESTNAT♦dC PLRPOSES AND Ttt( ArCIUAL efi ± I OWN!4NS SMALL BE 9ETERMWO BY Tt.E opcon:A R# 3 M. 0.6 ba CdNfRACi*i FPOY FELD CO4164Tw06. e ri 6re±t Rtf1 < -1du*,9 irtl.itlnq "d eN 3. WtE•t SPECFEC, CN THE FLA`45 Tt•t NVL"I 15 hrps tleva co"Victs 16 ME .StiAPE3 r4 A_CCPaA4CE WITsl STIA+CAFD to CDOIr 4-1. 1'HE COST ' Ft.R4i NC. PAD PtACNG ALL L vATERiAiLS r4CM4TAL TO TIE SRAPIN Is TO t1C a; I titt"t,I,4XD Mt TK W PRICE FOR TIE SrF!IJCTIiRE. 9; 2• SA Vi ■ fr1 ■ +` toga-1 I . 'f;• : s' SIuA Shctx 4, N THE EYENT THE IgKRt CO' lok Ofifral PIPE IS 40+30. T-,* THE BOTTON OF t1,E - +, - --- tatn■ttar: 2rri' STRLCTkYtE TtE INVERT OF THE '3TRUCTLPE 51u1L gE �4+M£D Wrt4 C0Kf$T ACR7AR Tp �,t iii +2 PREVEt4T St0HD* 6 04 PoNlyNm Qr wartrt INTHE STRLtELpE• TiC COST OF FUF;MSHRJ,^, PL j *0 PLACM ALL WATfRW S W-'"NFN. TO 'Grote roma.wdl clm- �• -.-. + MCE FOR W'STAUCTLF..E iUDCi7 N lot "[? 1 SECTION -� 5. STEPS AM fd Pk1iY"QfC WI H 15 +' @ 4�. 09 GFEATER_ FOq CE'At_S 5Fa 5TA1♦0*17t St -I OW1490N5 crop f� COLLAR OETAJL S. 145 ITrW WAY 9E MIC(;AST as C06T-N•PLAICE. CkST wouq* / f� y r + x a- SYTH ONIELS AT APPROu+IMAMLY 1CO 2' t-C 10 Of lr%A"O IN All ABMs ADIALEkT D t+at CIa+II,) 3 6= T(I 0807tiQ C04CRETE To P#(V("T SETTLEMENT. tM LF_TJ OF OONELS A 2'X1' •.�-- t 3' Diamel♦r T. t- Mortal IwAr 8E PNOyl0E0, SEE STArt01PD t-DI-3, ♦ P'^R TCFHFA C fIft 7+ A• seep h:Ir I w + 0. Ste t4vtw b {+ 8- J' pFA 11Y- NER EP Haut:WT'H tr)02" Pt-AS'iC w OR VMfQ ~w�E STEEL WQE,LM@IAAt NCIAYi CW15ii a 0 03'. ifi li ry + a Cas4� � +ti ---4" dtpth Aggt. �QQQ��Q��QQ C IILL6EA! a AESH kAPflM'+WE CLDTK ANC►M.SREC tft Y 10 IvK OuTSCtr ff Ttt STPtaCTuRE. • t1eA1,M78 to 91di ■ 6" wdlh q. CAST N( PLACE CONCRETE 5 TO BE CLASS A7 44.n E ran �, J2-15r• 'a, or .t^ ( USDIJ �il�OULIU�LltJ HOURS fL� f���tJLltt� [[�] [�[1 [� [� � - 13000 P31f, Pt�;,A5T CONCK,TE IS TO BE rip Ps, ct ev �i s ^L ID. ANY ALTER"JkTE vETftOOS OF AM_^•1CftM L C1 [� (�[1f1+tE RUN N�PRpvAI t1r 71t;L+ltUU BE Try e+�5r eery _� MUG •►S S4**N NTEEp'*C SECTION A -A t-i��l -�-' 4- CONCRETE @U.NTITIES FOR ON. DEPTH _4 �Vz 12- caftuate pope - 1.440 Cu,Yd1. Cow4ge SECTION C-C SECTION a-D 15' et••trtte ppt 1.52B C.. Y�Je t:At.ctett 18- •LN t ake pot - 1.620 C., Y4s utr rere 24' centse'.e papa - 1,817 Oj_ ,Y41. Crnc►eie GRATE OE TAJ1, Add C.469 OA Y01. pe, odd l;wkd ro,.x of dcpr, ,WPstjYNATE N;K%HI Cost roe (k61e %3 t t9 >bs STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) 10' 233 VFC011A rAPAAtr1ANt W "RM4SPOR1A1*N. 362 r N1♦ (11 PROP G1 EX GRADE 745 740 w o - O U V) U O OOCAN -- pNN�� Lqtacar\h ��I- II Q II It II C II zzzo o ,� I oa�-� ) o�zzz}z � z 0+00 755- PROP G EX GRADE. 7501 I �- 21 0 1.41 i 8" CPP SWM 1P `A 745 740 0+00 O F-- Z EX41 755 750 745 740 1 75 PRO EX GRA 750 745 E 740 nEX42 Cl) EX23B 750 745' O W W u f C9 - - g0, I C8 ®� 2•00 % - 1 pP Q2 15„ C�P U Cn coU U N Cn .ro h L6 ^ II it ? (.2) I 00 I { p0 o f 0 0+00 0+50 1+00 1+50 EX46 GRADE7 E ____ r J 32' 50-q 15" RCP CL111 END E CULV R ?�� Z f) Q--- - LC_ LC �z Co- U VO O O tr)Cp rJ :t cp r LC) r-,T-r�,-nlll �► I\ II II ll II II zZ _zr) Li CL�7,:» UzzZzz �! 19=91 755 PROP GRAI EX GRADE 755 750-- 750 swM sWM 13' ® 7.77 745 -- 745 15 CPP cr- Z U O <Z W I= II (:�)� (fin <: �o �+ Cn o� �OF- Z NO l3l EX50 I P O� GRADE - EX GRADE t - � I E ND -Ct--- i 67' - © .00 l 1g CPP 13, 1.00 8" CPP -- O v In z k CIL 0 - cp Q r` _.: r`h, `P 11 O W h II Z) !1 a�> o ' 0+00 0+00 n4 0+50 \ / ---- � ---i -- i ---E� GRADE -- --- �- 8' PVC CLEA OUT PROP GRADE I 21-8n CPP @ 171 q ` t I 2' GO MIN 50' 49 ' _ - 1 - - 5� I o - 8' I I (- i 1.00 % ® 1.00 1g" CP DQUBLE' TANK UNITS/ -a�ONG_. ® -- --- 58 32 UNITS WIDE 15 CPP- -- _ t5"CCP - - -- -- t .44 q -1 - �- - _+ 18--GPP �- - 1+a1.1' ®0.44 22 I I 0 5" INV. OUT=746. t 3j CPP _ - 1NV-OUT=748.1 ff 2-® I - - -- -- - - 21'-5" PP ®0.47 9 w can can j Uxl W W I U LL CQ) W �, ir) CC) 00 U v CJ z ~' V eJ U U � t[j OOO (6 to 0 �0Q) CNtj 7 �tl �Ci O IN 4- 00 -- N o0 O^FII 11 II ZOI ��tt11 o t\ II II ZZp ill III <y ` I II II II I 111 II j NIs- I MjZZp OTC 2 C,> Itt � t�l�^~ F, mill Zp > _2Z ��1 �'> �OpZ > Z �0 I °of1�>�:��� moll _ZZZ{ZO ZZz Z �s V)Nz f dp :zNt0ZZ +ice» I pt�2 q�� R 1 CJ 11191 out, 00, <l- N 'V- n II O CO 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 NOTE: A MANUFACTURES REPRESENTATIVE IS REQUIRED TO BE ON SITE TO OVER SEE THE INSTALLATION OF THE RAiN TANK SYSTEM. GRAPHIC SCALE 50' 25' O' 50' 100' I INCH = 50 ft. HORIZ. 1 INCH = 5 ft. VERT. 0 w N Iq t�QyJ Y O J -I Q O wo mo z 0 Z ooIrft:W L0 of CLLL °wwoo _ tri O.4� v N Q V � � O a I N U) Q C Op O O _J Q L _J N r'7 C O O n U H U. t/1 •L >1 L � M L I C ui O a� *a � a LS W J 1-- v Q z � CD z Cif _ t� a � Ce 0 � o Y 0 O W Z = 0w o W WLX 0 V J CL LX Q t- 0 U W O 0- 0 O z O .- N p .- Z Q ..I- co _ cn O CL Lil Q > m (� W I._ W :0o QC) _ n� W to CL' W N w o z N F O cc U U z 6N Z Y z 10Z = wO U E t1- GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT N LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL. WITH THE TRUNCATED DOMES DETECTABLE WARM C MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITH)CALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST 8E PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR,MID-DEPTH OF RAMP FLOOR. MIFMum CONCRETE COVER Y/='. 6. CURB / CURB MIND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE LVCLUOEO N PAYMENT FOR CURB / CURB AM CUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY Of A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTNG,PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS RRECTEO BY THE ENGINEER, AND SHOULD NOT DE LOCATED 8EHN0 VEHICLE STOP LINES, EXISTtJG LIGHT POLES, FIRE HYDRANTS. DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTNUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED 014 RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITFN4 THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CDN►ECTION OF THE CURB OPENING IS PERPEWICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-13,C04YERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH, CC-12 WIN 71 1.a 20 12:1 MAXI 771 TYPE B PARALLEL 2:1 MAX 10.A 1 12a AAAX� i )K XC 2' MN' ATX, .2" HIGHER THAN EDGE OF PAVEMENT AT X W ,SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH. THE LLUMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.41, _ TRUNCATED DOME C-C O O O O 0 0 0 0 0 0 0 0 al O O O O O O O O O O O O O CIT + a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N U 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 b O io 0 0 0 0 0 0 0 0 0 0 0 0 O O O x 02" - 65% AMrTER O O O O O O O O O O O O O O O k O O O O O O g O O O O O O O O I� F u.vSE HET VMMMUE --'1 BASE DIAMETER M. AY LIMIT PAY LIMITS TRUNCATED DOME DETAIL DETECTABLE WARNING DETAIL SHEET 1 OF 4 CC-12 DETECTABLE WARNING SURFACE REV.7/05 GENERAL NOTES 02 203.05 VIRGHAA DEPARTMENT OF TRANSPORTATION I CO-12 PERMISSIBLE A CONSTRUCTION - /'M5 DOWELS, 8" LONG JOINT_ / 4'-0't'- 0 12" C•C / i mil "1 8' N�� .1 B� I�NX 'vc JB TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS A 8 0 48:1 BACK OF CURB 12�1 MAX. 48�i MAX. 20.1 A�H SECTION A -A CONSTt�TION ' JON7 SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. N A V SOUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREAL— Y — Y In N VI 0, TYPICAL DESIGN ALTERATIONS Y Q 3 (n V) =O U ��vJJ" fir` v�lossw�'k TYPICALVPLACEMENT TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK(WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE)REQUIRED AT TOP DF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS, SEET 2 OF 4 UTC1,019*1 R(FLTIENCE CC-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 502 VRGINtA DEPARTMENT OF TRANSPORTATION 203.05A CG-12 05 DOWELS, V LONG A AT 12" C-C 5' MIN. 12:1 MAX -71 m� 11 B � 2' I r (SEE TABLE)( A JOINT X 124 MAX TRUNCATED DOMES SEE SHEET I OF 4 FOR DETALS 5'-0" MIN SH 70 MATCH FACE OF ROADWAY CM BACK OF CURB 48 :tMAX 20 :1 48 ,, SECTION A -A n n CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE, FOR GENERA. NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4, TYPE B PARALLEL APPLICATION ROAD WAY GRADE I4PJN.IIIA RAMP LENGTH c� - , NI% 5"AIN 1� IN FEET O 4" CURB 6" CURB N 0 4 6 £ x A 4' SQUARE LANDNG AREA 1 5 7 2 5 8 OUTSDE OF TRAVELWAY SHALL BE PROVIDED FOR 3 6 9 OS5WI_K WIRPEN01 4 B 12 THIN THE �KCROSSWALK ED 5 to 15 CROSSWALK AREA. 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAND IS UNITED TO 15 FEET, REGARDLESS OF THE SLOPE, SpIcT CC-12 DETECTABLE WARNING SURFACE 02 TYPE B (PARALLEL) APPLICATION REV.7/D5 VIRCNDA DEPARTMENT OF TRANSPORTATION 203.06 CC-12 A I I �1 5' MN.� PERMISSIBLE CONST. J031T �n L A -W--I TRUNCATED DOWS SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN 2'-0" 1 �STO. CG-2 5.-0" BACK OF CUR 1 12 :1 I 4R: 11 ZO 11� SECTION A -A NOTE FOR GENERA. NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE INPERCENT MINMA4 RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 6 5 5 10 6 7 14 7 E 15 8 1 15 15 NOTE: THE REQIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, RECARDLESS OF THE SLOPE. CROSSWAL-K TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION Of CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETROCS PROVIDING THE OWNSKNIS AND SLOPES ARE AS NOTED. . X 2' l AT X , 2" WGHER THAN T EDGE OF PAVEMENT AT )Ki(, SAME AS TOP OF CURB THIS COMBINED (PARALLEL i PERPENDICULAR) DESIGN FOR ALTERATION'S CAN BE USED WITH ADJDV" BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACESKCMAIM REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 2 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION w z O U w O z —� w q \9- � J _1 Y O (` 3 Z J OW Z Q O O LJd Of SOW :1�i 0 ar, III InZ _ U_O (nWCD (n Q �O w�w I 0 D L.� U �4 O °wkvo0 � _ f) (n c Ln o IL LLJ LLI F-- 0) Cfl I Li i -0 O O 0 N O Of Q CO CD > m (j) ff) c O O tc) d (\ U F- u- p Z v NVN Q 4i. U 00 z �Y w O jr [L t3 W LLJ IL c ! LO 0 z O O r z = OW ryi Q O Of w Lli W J Lli D QVi U Il- U) Cn W O 0 Z 0 Q 0) U � g u < o o ON z z Y Zh < w J M w � _ 0 o U Li r- i i LINE OF FIBERGLASS REINFORCED PLASTIC AWNING (18'-0" LENGTH) -10"..3'- F T 1 f -T-- -T- -I F I + i -f- 4- -}- -}- -}- -I k tLL BOLLARD (2) 4' GATES (TYP.) 0 .d NOTE: SEE D1 FOR SITE SPECIFIC DIMENSION STRINGS 1'-10" 6'-0" -------- - ------ ___------------------_________---------- - ------------------ ------------------ ----------------_ BOLLARD N 1 = I o / I U o / of /Q 65 DEL/VCR)/ TRUCK a (2) 6'-3" GA 11'-6" x 45-0" CLEAR FOR REFUSE TRUCK APPROACH PROTOTYPE PLAN AT COMPACTORS / i INTERIOR CONTROLS AND EXTERIOR W/P DISCONNECT SWITCH (TYPICAL) -1" 13'-0" -1" 7'-0" _n"uw n Ln vc��,rATYpe R (2} 6'-3" GATES 9,Q / -3 1/21. 10'-2 1/2" _1 > 8'-9 1/2" 4'-1 1 " r. M.O. MI� INTERLOCK SAFETY SWITCH 14GA. METAL DOOR WITH 12GA. STEEL FRAME 4 i O FLASH AND SEAL CHUTE - BY GENERAL CONTRACTOR COMPACTOR CHUTE (PITCH TO EXTERIOR) NOTE: WALL 5 OPENINGS SHALL BE F_ w n C6 2 37" X 37" FOR A 2 36" DOOR. REFER w TO WALGREENS D1 DRAWINGS FOR / U DOOR SWING. / o THRU-THE-WALL z FEED DIMENSIONSo P09OR 1 X6 DOG EARED CEDAR PICKETS — (3) CEDAR, 2X RAILS EVENLY SPACED VERTICALLY /71 1 TYP. NOTE: BOTTOM OF PICKETS INCLUDING GATES, TO BE 6" 11 FENCE DETAIL ABOVE CONCRETE PAD. 1 /4" - 1'-0" "'SOUGH BOLT FINISHED SHT. MTL. NTER FLASHING SET JOINT AND GROUT TREATED DECKING RUGATION CLOSURE -BY MANUFACT. ICAL, SIX LOCATIONS JSTRIAL GRADE FIBERGLASS !FORCED PLASTIC ROOF PANEL 10 TREATED FASCIA :TURN ON EACH SIDE ATED BLOCKING 3" ABOVE GRADE, 10 AL JOIST HANGER "U" BOLT 10 TREATED BEAM ATED 2 X 6 RAFTERS @ 2'-0" O.C. E HINGE POST NA. GALVANIZED STEEL GATE T, CONCRETE FILLED EE PLANS FOR rivvr LENGTHS. COMPACTOR INSTALLER TO PAINT CHUTE AND HOPPER TO MATCH COMPACTOR PAINT. 1"0 X 6" ANCHOR BOLTS BY COMPACTOR INSTALLER MAXIMUM CONCRETE PAD SLOPE: 2" PER 10' WIDTH (1.66% - SIDE TO SIDE). MAXIMUM CONCRETE PAD DECLINE AND INCLINE (FRONT TO BACK): 10" PER 40' (2.1%). NOTE: FOR EXTREME CONDITIONS, CONTAINER STOPS OR ADDITIONAL COMPACTOR ANCHORING MAY BE REQUIRED. SECTION AT COMPACTOR (D 2 1_0 POST FOOTING LINE OF CONCRETE LINE OF ENCLOSURE I t 12" CLEAR I I 6'-0" _ 2 MIN. CONC. A RON Q �I I O� _j I i QJ _ I I15 �� N 1 I I I v ii2" CLEAR CARDBOARD COMPACTOR DETAIL 1 /4" = 1'-0" i/ I I I I I I I I I I I I I I 12" COMPACTOR DETAIL 1 /4" = V-0" fL MIN. S z MODEL 48 0 BALER �- w wQ LA zm Q� Q w M 48" CLEARANCE U� FOR DOOR S6G 4/4 ERPLAN VIE`�U 1 = 1'-0" ELECTRICAL DISCONNECT PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' ❑ LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS'CONTRACTOR ,o ❑ LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW ........... ❑ NEW ........... WOOD FENCE ON REMODELING . . . . ..❑ El 2" GALVANIZED RELOCATION. ElEXISTING. STEEL LINE POSTS NEW SHELL ONLY . . . ❑ WITH 6" GATE OTHERS . . . . . ...❑ HINGE POSTS. GENERAL NOTES: O CONCRETE: PAD SHALL BE A MINIMUM OF 3,000 P.S.I. AIR ENTRAINED CONCRETE 6" THICK WITH #4 BARS X 12" O.C. EACH WAY. r-ZD SURFACE TO RECEIVE BROOM FINISH, AND SHALL BE FLAT EXCEPT FOR WASH (1.66 PERCENT MAXIMUM). CONC. FOOTINGS FOR COMPACTOR: �- STEEL POSTS BEYOND. DRAWING DETAILS BASED ON A.C.E.S. COMPANY, INC. SEE DETAIL 12/C0.0 COMPACTOR MODEL ACES CPW-01, 450 E. GUNDERSEN (SIMILAR). DR., SUITE 200, CAROL STREAM, IL. (800) 664-0754. GENERAL CONTRACTOR TO CONTACT AL PREUSKER AT A.C.E.S. FOR COMPACTOR DOORS. (COMPACTOR INSTALLED BY WALGREENS CONTRACTOR). ARCHITECT SHALL SEND A.C.E.S. LAYOUT DRAWINGS FOR REVIEW TO COORDINATE CLEARANCES. ELECTRICAL POWER: ELECTRICAL CONTRACTOR TO PROVIDE POWER FOR 5 HP., 3 PHASE, 60HZ MOTOR 4'-0" A.F.F. AND 30A. WEATHER PROOF LOCKABLE DISCONNECT SWITCH LOCATED ON EXTERIOR WALL WITHIN 4'-0" OF COMPACTOR. FINAL CONNECTION AND CONTROL WIRING BY COMPACTOR INSTALLER. SECURITY DOOR AND FRAME: > DOOR AND FRAME TO BE PROVIDED AND INSTALLED BY COMPACTOR INSTALLER. PROVIDE 37" X 37" MASONRY OPENING WITH SILL 42" MINIMUM A.F.F. AND 52" MINIMUM ABOVE GRADE OUTSIDE DIMENSION, (BOTH MINIMUMS MUST BE MET). SHELVING -� WOOD FENCE ENCLOSURE AND GATES: MIN. CEDAR WOOD BOARD ON BOARD FENCE WITH CLEAR ELECTRICAL REQ. PROTECTIVE FINISH. CEDAR WOOD GATES TO BE STEEL 5 HP,208V,3 PHASE FRAMED WITH 6" 0 STEEL HINGE POSTS AND 2.375" O.D. 13/8" DIA, DROP ROD TO ENGAGE INTO GROUND AT CLOSED AND OPEN POSITIONS (PROVIDE 1" DIA. CAIN BOLT W/KEEPER MOUNTED ON ACTIVE LEAF OF GATE). 1 %" DIA. OR 133C GATE UPRIGHT FORK : -d HANDLE LATCH BOLT <; a (ACCEPTS ' PADLOCK) GUIDE-(3) REQUIRED CARRIAGE BOLT BALE SIZE: 48"X28"X36" BALE WEIGHT: 500 LBS. BALER WEIGHT: 3150 LBS.(ON FOUR LEGS) NOMINAL GALVANIZED LINE POSTS. INDUSTRIAL GRADE CAN DROP BOLTS (FOR HOLD OPEN AND SECURE CLOSE POSITIONS) WITH PADLOCK HASP AND GALVANIZED, SURFACED -MOUNTED BOLT ON HINGES (SIM. TO PART #15607) BY MASTER HALCO, INC. (800) 229-5615) OR EQUAL. AN INDUSTRIAL GRADE FIBERGLASS (TRANSLUCENT) REINFORCED PLASTIC ROOF PANEL OVER TREATED WOOD FRAMING, FASTENED TO AND CANTILEVERED FROM BUILDING, SHALL BE PROVIDED OVER TOTE STORAGE. NOTE: IF A RAISED LOADING DOCK IS REQUIRED, THEN 125 180' INDUSTRIAL SQUARE FEET OF ENCLOSED TOTE STORAGE IS HINGES, GALVANIZED TO BE INCLUDED ON THE DOCK. (MASTER HALCO #15607 OR EQUAL). GATES MASONRY ENCLOSURES: 4'-0" IN WIDTH OR ENCLOSURE INSIDE DIMENSIONS ARE TO MEET OR EXCEED LESS ARE TO HAVE (2) ALL MINIMUM CLEARANCES PRESCRIBED IN THESE DETAILS. HINGES. GATES GREATER THAN 4'-0" ARE TO HAVE (3) HINGES. 6" DIA. GALVANIZED STEEL GATE POST, CONCRETE FILLED 2" DIA. GALVANIZED STEEL TUBE GATE FRAME 10 INDUSTRIAL HINGE DETAIL NO SCALE (MIN. LEVEL OF QUALITY) MASTER HALCO" #17202 ASSEMBLY OR EQUAL_ INDUSTRIAL LATCH W/ DROP ROD AND GATE HINGE 1/2" = V-0" POST FOOTING LINE OF a Y TRUCK DRIVE -UP fy ¢ w (MIN. LEVEL OF QUALITY) NO. DATE BY DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF XXXXXXXX AS SIGNIFIED BY MY HAND AND SEAL. STORE # 00000 PROJECT NAME DRAWING TITLE COMPACTOR DETAILS CADD PLOT: SCALE: DRAWING NO. DRAWN BY: VOID PLOT: DATE: C6.2 SUPERSEDES PLAN DATED: REVIEWED BY: OF DWGS. S>�r 9 EXTERIOR SITE AND PARKING AREA AN ACCESSIBLE ROUTE OR PATH FROM THE PERIMETER OF THE SITE SERVING SIDEWALKS, PUBLIC STREETS OR PUBLIC TRANSPORTATION MUST BE PROVIDED TO WALGREENS ACCESSIBLE STORE ENTRANCE. PREFERRED LOCATION FOR ACCESSIBLE ROUTE SHALL COINCIDE WITH PEDESTRIAN ACCESS TO CORNER. OTHERWISE, LOCAL ARCHITECT TO DETERMINE BEST LOCATION TO CONFORM TO SLOPE ALLOWANCES DEFINED BY A.D.A. VERIFY COMPLIANCE WITH MORE STRINGENT LOCAL CODES. AN ACCESSIBLE ROUTE WILL BE A MINIMUM 36" WIDE. 60" IS WALGREENS STANDARD. AN ACCESSIBLE ROUTE MAY CROSS OPEN PAVEMENT OR FOLLOW A RAMP AS REQUIRED BY SITE -SPECIFIC CONDITIONS. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE ACROSS OPEN PAVEMENT MUST NOT EXCEED 1:20, WITH A CROSS SLOPE NOT EXCEEDING 1:50. SLOPES EXCEEDING 1:20, BUT LESS THAN 1:12, CONSTITUTE RAMPS AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS, RISE AND RUN LIMITS) AS NOTED BELOW. NO RAMP SHALL HAVE A RUNNING SLOPE EXCEEDING 1:12, NOR HAVE A CROSS SLOPE EXCEEDING 1:50. ACCESSIBLE SPACE REQUIREMENTS TOTAL OFF STREET NUMBER OF PARKING SPACES ACCESSIBLE PARKING PROVIDED SPACES REQUIRED KEYED NOTES (DSIGNS MOUNTED TO BUILDING WALL OR COLUMN IS THE PREFERRED DETAIL WHERE ALLOWED. FOR FREESTANDING SIGN, SEE DETAIL 4/CO.1 O COLUMN/WALL STAND-OFF BRACKET (WHEN DOWNSPOUT IS PRESENT) AT TOP AND BOTTOM OF SIGN. DO NOT ANCHOR SIGN TO DOWNSPOUT. �4 DOWNSPOUT O SIGN 1 TO 25......,.....................................................1 BUILDING AND COLUMN MOUNTED 26 TO 50...................................................... ......2 ACCESSIBLE PARKING SIGN 51 TO 75............................................................3 (D3/4" 1'-0" (AT DOWNSPOUTS) 76 TO 100..........................................................4 101 TO 150...........................................................5 151 TO 200..........................................................6 201 TO 300...........................................................7 301 TO 400...........................................................8 401 TO 500...........................................................9 501 TO 1000................................................2% OF TOTAL OVER 1000..................................................2% PLUS 1 FOR EACH 100 OVER 1000 THE ADA REQUIRES ONE VAN ,ACCESSIBLE PARKING SPACE WITH 96" ACCESS AISLE FOR ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE. ENTRANCE AREA DOORS WALGREEN'S STANDARD ENTRANCE DOOR IS AN AUTOMATIC SLIDING DOOR SYSTEM DESIGNED TO COMPLY WITH ALL ACCESS CODES AND LAWS. ENTRANCE DOORS AND ALL OTTHER DOORS ALONG AN ACCESSIBLE ROUTE WILL HAVE A MINIMUM CLEAR OPENING OF 32". THE EXTERIOR ENTRANCE AREA SHALL NOT HAVE IMPEDIMENTS TO ACCESSIBILITY SUCH AS CART BARRIERS OR "CART CORRALS'". PROTECTIVE SECURITY BOLLARDS, IF USED IN THE ENTRANCE AREA, SHALL BE SPACED A MINIMUM OF 36" CLEAR BETWEEN BOLLARDS. THRESHOLDS AT AUTOMATIC DOORS SHALL NOT EXCEED 3/4" IN HEIGHT OR 1/2" FOR OTHER TYPES OF DOORS. ALL THRESHOLDS SHALL BE BEVELED WITH A SLOPE OF NO GREATER THAN 1:2. VESTIBULES IF THE STORE HAS A VESTIBULE, THE MINIMUM SPACE BETWEEN THE OUTER DOOR AND THE INNER DOOR SHOULD BE 48" PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. REVOLVING DOORS IF THE STORE HAS A REVOLVIMG DOOR AT THE ENTRANCE, IT MUST HAVE AN ADJACENT "ACCESSIBLE" DOOR. THE ADJAkCENT ACCESSIBLE DOOR MUST BE UNLOCKED AND USABLE WHEN THE: REVOLVING DOOR IS UNLOCKED, AND USABLE. OBSTRUCTIONS NO OBJECTS SHOULD PROTRUDE (EVEN TEMPORARILY) INTO THE MINIMUM CLEAR SPACE OF THE ACCESSIBLE ROUTES TO THE STORE ENTRANCE. THIS WOULD INCLUDE SHOPPING CARTS, SALES FIXTURES, VENDING MACHINES, DISPLAYS, OR OTHER BARRIERS. *WHERE SLOPE CAN BE REDUCED TO BELOW 5% BY EXTENDING LENGTH (RUN) OF SLOPE, INTEGRAL COLOR CONCRETE AND DETECTABLE WARNINGS CAN BE MINIMIZED. THIS TYPICALLY OCCURS AT THE ENDS OF WALKS AWAY FROM OUR ENTRY. a. it % �'. 1.., ... . ADJOINING SLOPE = Y: X SLOPE SHALL X WHERE X IS A NOT EXCEED --- iy LEVEL PLANE 1: 20 WALK STREET MEASUREMENT OF CURB RAMP SLOPE x PEDESTRIAN —WALK xx: SEE SIDE FLARE NOTE BELOW kl_0" ADA MTIN. CURB RAMP "X" IS 60" MIN. AT AN OUT SWING DOOR WITH A SLOPE OF 1:50 (2%) MAXIMUM. LEVEL SURFACE IS PREFERED. SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM ABOVE). SIDE FLARES SHALL HAVE A MAXIMUM SLOPE OF 1:10 (10%). WHERE "X" IS LESS THAN 48", SIDE FLARE SLOPE SHALL BE 1:12 (8.337.) MAXIMUM. WHERE "X" IS LESS THAN 36", WALGREENS PREFERS THE "IN -LINE" RAMP SHOWN BELOW. 1 1 /2% 2% MAX. / PLAN _„___ l:12 (8.33%) MAX. ELEVATION *SLOPE < 5% = WALK (NOT RAMP). "IN -LINE" RAMP NOTES: A CURB RAMP(S) MUST BE PROVIDED ALONG AN ACCESSILBLE PATH FROM THE PARKING LOT TO WALGREENS CURBED SIDEWALK. A CURB RAMP(S) MUST ALSO BE PROVIDED IN THE PARKING LOT AT ALL INTERMEDIATE AND PERIMETER CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO PUBLIC SIDEWALKS. A RAMP IS ANY SLOPE GREATER THAN 1:20 (5%) AND SHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.33%). THE MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF DISTANCE TRAVELED. ALL SLOPED AREAS OF THE RAMP ARE TO HAVE AN INTEGRAL RED COLOR. THE CLEAR WIDTH OF ANY RAMP IS A MINIMUM OF 36". CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO NOT REQUIRE HANDRAILS. ANY RAMP WITH GREATER THAN A 6" RISE SHALL HAVE HANDRAILS ON BOTH SIDES AND CURBED EDGE PROTECTION ON BOTH SIDES. EDGE PROTECTION CONSISTS OF CURBS, WALLS, RAILINGS, OR PROJECTING SURFACES THAT PREVENT PEOPLE FROM SLIPPING OFF THE RAMP. HANDRAIL DETAILS SHALL FOLLOW ACCESSIBLE GUIDELINES. LATEX OR EPDXY MODIFIED CEMENT MORTAR LEVELING COURSE. —� z 0 00 00 00 00003000 0a o000 0 0 0 0 00 000 o.o- zINTREGRALLY COLORED RED CONCRETE WARNING SURFACE VARES PER MANUF. _ I I N 0.9 IA. SECTION OF "DOME STAMP" PATTERN IN SURFACE 0.2"HDIA� 0 0 r r c M OO CO 0 0- NOTE: ACCESSIBLE RAMPS AND CURB RAMPS WHERE POURING OF A SEPARATE INTEGRALLY COLORED CONCRETE IS REQUIRED, INSTALL SHEAR DOWELS 2'-0" O.C. AND KEYWAYS TO PREVENT HEAVING OF RAMPS W/ ADJACENT SIDEWALK OR CONC. SURFACE, PLAN OF "DOME STAMP" PATTERN IN SURFACE CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING THE FULL WIDTH AND DEPTH OF THE RAMP (MID -WALK "IN -LINE" RAMPS ONLY NEED DETECTABLE WARNINGS AT WALK/PARKING TRANSITION). THE DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER -TO CENTER SPACING OF NOMINAL 2.35 INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST CONTRAST WITH THE SURROUNDING SURFACES (EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT). SEE ABOVE. LOCAL JURISDICTION THERE ARE LOCAL JURISDICTIONS (e.g. ILLINOIS, IAC 400.310,d, 7) THAT SPECIFICALLY REQUIR DETECTIBLE WARNINGS ON THE SIDE FLARES. THERE ARE LOCAL JURISDICTIONS THAT HAVE REDEFINED DETECTIBLE WARNINGS (e.g. EXPOSED CONTRASTING COLOR 6 AGGREGATE, GROOVES IN A PARALLEL OR DIAMOND PATTERN ETC.). ACCESSIBILITY GUIDLINES DEFINED BY LOCAL ORDINANCE SHOULD SUPERSEDE. IN THE ABSENCE OF A DEFINITION, FOLLOW ADAAG. VERIFY COMPLIANCE WITH MORE STRINGENT LOCAL CODES. TRUNCATED DOME PAVERS W/ SEALED GROUT JOINTS IP r N SECTION AT CURB RAMP WITH ALTERNATE TRUNCATED PAVERS W/DOMES CURB RAMPS AND OTHER RAMPS OF PARKING STALL I I n I I I I I I I I i I I I I I i I I I I 1 0 I I I I I I I I I I I I I I I i I I i I I I I I I I I I �------------J--------------� 1'-0" KEYED NOTES Oj PREFABRICATED WELDED CAP W/ STAINLESS STEEL SCREWS. OSTANDARD USDOT R7-8 SIGN (BOTH SIDES). 0 2" X 12" STEEL TUBE - PAINT ENAMEL WHITE (FILL W/ CONC.). O SUPPLEMENTAL SIGNS, "VAN ACCESSIBLE" AND/OR $-FINE AS APPLICABLE. O5 FINISHED GRADE. O6 18" DIA. CONCRETE FOOTER BELOW FROST LINE (4'-0" MIN.). 1 112' R SEE NOTE BELOW NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE ARROW SHOULD BE OMITTED WHERE THERE IS ONLY ONE SPACE. THE ARROW MAY ALSO BE MADE TO POINT IN ONLY ONE DIRECTION. THE ARROW MAY ALSO BE REPLACED BY "TIME" SUCH AS 9 AM - 5 PM WHERE A PART-TIME RESTRICTION EXISTS. THE SIGN MUST BE SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS APPLICABLE AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH LOCAL REGULATIONS. (: D ACCESSIBILITY SIGNAGE STANDARD ACCESSIBLE DIMENSIONING A U.S. DEPARTMENT OF TRANSPORTATION R7-8 (RESERVED PARKING) AND SUPPLEMENTAL SIGNS AS NOTED ABOVE MUST BE MOUNTED ON A PERMANENT POST NO LOWER THAN FOUR FEET FROM THE PAVEMENT. THE POST MUST BE MOUNTED IN THE CENTER OF THE 8 FOOT WIDE ACCESSIBLE PARKING SPACE, NO MORE THAN 5 FEET FROM THE FRONT OF THE PARKING SPACE. SEE ILLUSTRATION ABOVE. NOTES: EACH ACCESSIBLE PARKING SPACE IS TO BE A MINIMUM OF 8 FEET WIDE AND HAVE A 96" MINIMUM ACCESS AISLE FOR VANS OR 60" ACCESS AISLE FOR CARS ADJACENT TO THE SPACE. THE ACCESS AISLE MAY BE ON EITHER THE DRIVER'S SIDE OR THE PASSENGER'S SIDE OF THE ACCESSIBLE SPACE. THIS APPLIES TO 45, 60, AND 90°PARKING. ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE TO THE STORE ENTRANCE AS POSSIBLE AND SHALL BE IDENTIFIED WITH A SIGN. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH A SLOPE OF 1 1 /2% 2% MAXIMUM)(EXAMPLE: 1.92 INCHES MAX. VERTICAL IN 8 FEET HORIZONTAL) OR 1:50 IN ALL DIRECTIONS. THIS INCLUDES BOTH "RUNNING SLOPES" AND "CROSS SLOPES." EACH PARKING SPACE ACCESS AISLE MUST CONNECT TO A COMMON LEVEL WITH AN ACCESSIBLE ROUTE ... I.E., EACH ACCESS AISLE NEXT TO A PARKING SPACE MUST HAVE A CURB RAMP AT THE WALGREENS STOREFRONT SIDEWALK OR BLEND TO A LEVEL WALKWAY LEADING TO THE WALGREENS ENTRANCE. o ��cti-vs`r�e`�2s c-o j.00s� ��ti4-v �sF�s's'o ACCESSIBLE PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE STORE ENTRANCE. THE ACCESS AISLE SHALL BE DESIGNATED WITH HIGH QUALITY YELLODIAGONAL SURFACE PAINT STRIPING. RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE ACCESS AISLE OF ANY ACCESS PARKING SPACE. ADA ALLOWS TWO PARKING SPACES TO SHARE AN ACCESS AISLE. PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' ❑ LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR ❑ LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW ........... ❑ REMODELING. . . ... El NEW ........... ❑ RELOCATION . EXISTING . . . . . .. . ❑ . El NEW SHELL ONLY . .. -1OTHERS . ❑ NO. I DATE I BY I DESCRIPTION REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF XXXXXXXX AS SIGNIFIED BY MY HAND AND SEAL. CADD PLOT VOID PLOT: PROJECT NAME DRAWING TITLE SCALE: DRAWN BY: DRAWING NO. CONSTI ACCESSIBLE PARKING 43/ GN AND POST (FREESTANDING) 4 4'= Y-0' ACCESSIBLE PARKING -SIZE AND MARKINGS SUPERSEDES PLAN DATED: DATE: REVIEWED BY: 0F DWGS. Swr /4 NOTE: MINIMUM DESIGN SHOWN. PROJECT ENGINEER TO VERIFY ADEQUACY OF DESIGN TO MEET LOCAL CODES. 3 FOUNDATION PLAN SECTION 1 /4" = 1'-0" 3/8' 4 PLAN SECTION a51—c0705 0 i SECTION' 2 1 /2" 5 SECTION DETAIL 1 /2" = 1'-0" MOUNTING IOBLY. SEE L 5/A5.1 *TOP ALUMINUM COVER TO HAVE VENTING HOLES 3/32" DIAMETER 5/32" CENTERS STAGGARD. TYP, _ ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ J < it It r , r ELEVATION SIGN LIGHTING ,` i 1 /4" — 1'-0" r ------ TOP OF 22 1 FOUNDATION I ! ; NOTE: v�— TRIM TOP OF BOLTS AND PAINT SECTION DETAIL -- I 2 I I II II , 11 II 4 SECTION 3" = 1'-0" I I I I I 2 I I I � � I it i < I 4 I �•J I 1 . I O I i II i 1 � I � I li I I , I I 10 1 Tnf7 0-%A/ tl'F- T A II + J ' <� INSTALL IN LONG 4' DIRECTION OF ' FOUNDATIO ` ANCHOR BOAT OETAIL r 7 - , 1 O I VI VIL'VV VL` I 3" = 1'—O" 11 PLAN SECTION 1 /2" — 1'-0" 12 PLAN SECTION �QADEe�oA�2.T,� GROUND ROD i 1 17 SEE 14/A5.1 FOR PANEL TYPE 9 ELEVATION 1 /4" = 1'-0" v WEATHERPROOF JUNCTION BOX �VER HAND HOLES BY SIGy, CONTRACTOR. LOCATE ` < TQP AND BdTTOM OF GOLUMN TO PROVIDE ACCESS^ZO WIRING. 2'-0" MIN. ;TRtCAL SEPARATION OF CTOR IE -- CONDUITS GF ' �� �I ; •e.. ,;e= �II�ND. REQUIRED FOR FULL RUN ALL CONDUCTORS SHALL BE PPOVIDED� W/6' OF SLACK ABOVE FOUNDATION FOR FINAL'4QONNEC nON—BY SIGN CONTRACTOR. ALL CONDUCTORS TQ RUN (CONCEALED. SEE ELECT. FOR C O NOD U I T ENTRY DETAIL ADDITIONAL DETAILS. KEYED NOTES 1� EXTRUDED ALUMINUM FRAME. OANGLE 2"X2"X1/4". 30 3/8" DIAMETER SAG ROD. 40 4" X 4" TUBE POST. �5 PRECOATED ALUMINUM SHEET METAL COVER. O 12" X 12" X 1/2" STEEL TUBE COLUMN. �7 TOP OF FOUNDATION. O (4) 1 3/4" DIAMETER ANCHOR BOLTS WITH 3/8" STEEL WASHERS (TYPICAL) SEE DETAIL 7/A5.1. 90 #6 BARS TOP AND BOTTOM 12" O.C. EACH WAY (TYPICAL). 1 a ANGLE 2 1 /2" X 2 1 /2" X 1 /4". 015 1 15/16" ROUND HOLE FOR 1 3/4" DIAMETER. ANCHOR BOLTS. (4) WITH 3/8" STEEL WASHERS, t2 4" ROUND HOLE FOR ELECTRICAL CONDUIT:', t3 LAMPS 60" TYPICAL 13" ON CENTER (16) RE61XRED. IN 14 SIGN FACE. l 15 BREATHER PANEL (COVER).',, fi l ff F"i 17 PRIMARY SIGN PANEL. 18 13" X 13" X' 1 /2" CAS' 'RLATE. - -- 19 11 1 /4" X 11 ',1 /4" X 1 /4" PLATE. - - - ==. 20 6" THREADED ENS _ 21 20" X 20" X 1 3/4'''\STEEL 'BASE PLATE. 22 _LEVELING NUTS AND WAtHERS. 23 (8) 1 /2"''X 4" X 12" STEEL7'44USSET'.PLATES. mIN w %:DRIVE—Ti OONDENSI HEIGHT' A 00 •11.1 � OPEN 24 HOURS DRIVMT9 rmi I RIVA PHARMACY "OPEN 24 HOURS": 8 3/4"H. X 9-0"W. AND "DRIVE—THRU PHARMACY": 8 3/4"H. X 12'-6"W. HELVE11CA MEDIUM COPY. TYPE —A❑ IG—IV L PHARMA-CY" HELVETICA OPY: 9" CAPITAL LETTER TYPE—B❑ 2'—'ham" OVERALL COPY LENGTH. OPEN 24 HOURS PHARMACY "OPEN 24 HOURS": 8 3/4"H. X 9'-0"W. AND "PHARMACY": 8 3/4"H. X 6'-8"W. HELVETICA MEDIUM COPY. TYPE—C ❑ ld'1 pM�G3�iiIL\�S(, "PHARMACY" HELVETICA MEDIUM COPY: 12" CAPITAL LETTER HEIGHT AND 9'-3" OVERALL COPY LENGTH. CABINET ELEVATION COLORS STRUCTURE ;CABINETS/RETAINERS: PFM DARK BRONZE COLYMNS: DARK BRONZE FAGS PRIMAR+Y PANEL:- 3M 'PANAFLEX SIGN FACE WITH #830-53 "CAR,DINAL RED" BACKGROUND #830-36 "BLUE," MORTAR AND PESTLE; WHITE STARS AND COPY. THE. MORTAR AND PESTLE SYMBOL:- 2'-3' -,OVERALL SYMBOL HEIGHT AND 2'-0" OVERALL SYMIJOL WIDTH. ,> "WALGREENS" ,EXTENDED SCRIPT COPY: 18r CAPITAL AND 12%" LOWER CASE LETTER HEIGHTS. 257i" OVERALL COPY U9LQHT,_j5'—O- OVERALL COPY LENGTH. ,LLD kt ADERBOARD PANEL OPTIONS: 11 ❑ =8" x 10'-11" (PREFERRED OPTION): +W9 GIN18 r I- ncn nIcol Avc .n-ru ocn I CQ rrrv�.�mev�rrrv�v o � o � GT R� f " &HA& Q * STRUCTURAL GENERAL NOTES IN I 1) ALL ALUMINUM',SURFACES IN CONTACT WITH STEEL SHALL RECEIVE 6NE C(' 4T OF BITUMASTIC PAINT. '2) ALL STRUCTURAL'+,STEEL! SHALL BE ASTM A-36. 3)"ALL STRUCTURAL"STEEL, SHALL COMPLY WITH THE AISC MANUAL, LATEST%EDITIop. '4,) ALL S`TE-EI,_ SI4A1i RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PAINT. 5) TOTAL SIGN WEIGHT = 2300 LB. (INCLUDING ALL STRUCTURAL SUPPORT MEMBERS). 6) DESIGN WIND PRESSURE = 30 LB./SQ. FT. 7) MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I. 8) REINFORCEMENT STEEL TO BE ASTM A-615 GR 60. 9) ALLOWABLE SOIL PRESSURE 2500 P.S.F. 10) SIGN AND FOUNDATION MUST CONFORM TO LOCAL BUILDING CODES, WIND AND SOIL REQUIREMENTS. W"�#A"000" FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015-5105 NOTE: THIS DRAWING IS PROPERTY OF THE WALGREEN COMPANY. IT IS MEANT FOR REFERENCE ONLY. ANY OTHER USE OR REPRODUCTION IN PART OR IN TOTAL IS PROHIBITED WITHOUT AUTHORIZATION FROM THE WALGREEN COMPANY. PROJECT TYPE TURNKEY PROJECT: WALGREENS' DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SHOW ONLY WALGREENS' CRITERIA REQUIREMENTS, ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL ENGINEERING SHALL FOLLOW THIS CRITERIA, AND BE PROVIDED BY LANDLORD'S ARCHITECT AND ENGINEERS. ALL CONSTRUCTION WORK BY LANDLORDS' CONTRACTOR UNLESS NOTED OTHERWISE. NOTE: IN METRO NEW YORK, THE WORD "DEPT. WITHIN" IS REQUIRED TO FOLLOW THE WORD "PHARMACY." LOCATION OF SIGNAGE: FRONT DOOR AND A PLACARD IN FRONT OF PHARMACY DEPARTMENT. , SIGN AREA SUMMARY PRIMARY PANEL- 88.85 S.F. READER BOARD PANEL• (10'-11" X 3'-8" 40 03 S.F. TOTAL SIGN AREA: 128.88 S.F. A GENERAL NOTES: THE READER BOARD PYLON SIGN MUST BE INSTALLED AS THE FIRST PRIORS IN THE CONSTRUCTION SCHEDULE. THE FOUNDATION WITH STUBBED —IN CONDUITS WILL BE INSTALLED BY THE LANDLORD'S CONTRACTOR AT THE EARLIEST POSSIBLE DATE AFTER THE EXECUTION OF THE LEASE. THE PYLON SIGN WILL BE ELECTRIFIED AS SOON AS POSSIBLE AFTER INSTALLATION. SHOP DRAWINGS: SIGN CONTRACTOR SHALL SUBMIT (2) COPIES OF SHOP DRAWINGS TO WALGREENS FOR APPROVAL PRIOR TO CONSTRUCTION. ORIENTATION: SIGN FACE SHALL BE PERPENDICULAR TO THE MAJOR STREET. FOR ANY VARIATION TO ABOVE, SITE CONDITIONS SHALL GOVERN PROPER ORIENTATION —AS APPROVED BY WALGREENS. WORK RESPONSIBILITY: TURNKEY (LL) CONSTRUCTION OF DRUG STORE: WALGREENS SIGN CONTRACTOR WILL PROVIDE SIGN CABINETS, TUBE STEEL SIGN, LEGS, AND BOLT CAGE. ELECTRICAL POWER, DATA CONDUIT, FOUNDATIONS, AND MONUMENT SIGN BASES ARE BY LANDLORD'S CONTRACTOR . WALGREENS CONSTRUCTION OF DRUG STORE: FOUNDATION AND ELECTRICAL POWER SUPPLY BY WALGREENS, ALL OTHER WORK BY WALGREEN'S SIGN CONTRACTOR. COORDINATIONS: FOUNDATION CONTRACTOR, PRIOR TO INSTALLING FOUNDATION, SHALL: 1. VERIFY PERMIT REQUIREMENTS WITH WALGREENS SIGN CONTRACTOR. 2. OBTAIN BOLT CAGE FROM WALGREENS SIGN CONTRACTOR PERMIT: ALL REQUIRED PERMITS SHALL BE OBTAINED BY WALGREEN'S SIGN CONTRACTOR. A LY 2005 1 IREV. FM RTAL 2005 CRITERIA NO, I DATE I BY DESCRIPTION CONS REVISIONS CERTIFICATION AND SEAL 1 HEREBY CERTIFY THAT THIS THESE COPYRIGHTED PLAN AND SPECIFICATION DRAWINGS ARE TO BE USED AS WAS PREPARED BY ME OR REFERENCE ONLY. IT IS THE UNDER MY DIRECT RESPONSIBILITY OF THE SUPERVISION AND THAT I AM LICENSED PROFESSIONAL TO A DULY REGISTERED GENERATE PLANS, ARCHITECT OR ENGINEER ELEVATIONS, SECTIONS, AND UNDER THE LAWS OF THE ADDITIONAL DETAILS BASED STATE OF XX)CXXX)CX AS ON THE JOB SPECIFIC FIXTURE SIGNIFIED BY MY HAND AND PLAN (D1). MISUSE OF THESE SEAL. DRAWINGS IN ANY WAY MAY RESULT IN LEGAL ACTION. FISCAL 2006 PUBLISHED JULY 2005 PROJECT NAME WALGREENS STORE CRITERIA DRAWINGS 114'-0" X 130'-0" DRAWING TITLE READER BOARD PYLON SIGN DETAILS CADD PLOT: SCALE: AS NOTED DRAWING NO. a51-c0705.dwq DRAWN BY: VOID PLOT: J.S.M. DATE: July 2005 A5. 1 SUPERSEDES PLAN DATED: REVIEWED BY: ROYCE OF DWGS. COPYRIGHT@ 2005 PENDING Lj (0