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Home My WebLink AboutSDP200000073 Plan - Approved Preliminary Site Plan 2001-07-19ING NUMBER _ 0 R A�Wl N iGN U �MB E �R----- wilco Convenience Store` RAWMNG NUMBER Cover Sheet . ^ 'TMPV45Bi-01-OA-010OO I Sheet )v[l5 ~m -------�—'`~~^~~~~~^~'--' IRVINE, CALIFORNIA -'puw*ou�cOePom�mN ° IRVINE, e.o*uponm� '8igpmd7Y1�01 PLAN ~ �mwe.u�uponmm eo�osnenmumn- ----`-~---''no`r own �x�Ho�000p�oFmno� ° |�wme.�^�/monwm PLAN HOLD ~~Rpmn«nom ° e��s.o*�x�mm� nconoc o,NUMBER oroAn *��spavwuMe�oru^R p�nwnc�Emr�xmwmmuwE mso=o�a,wuwBs o/a«n 'wnwwomcorm/wonmmLmc {e«NE'C�LP@Rm|� ��o�wV',��E ,c) CORPORATION REORDER BY ��cn�� /�� wSI,muMr* o,.PRINT ounoxAINE psoeoERevNUMBER o75wn � A' T. WILLIAMS OIL COMPANY U7 ' � ROUTE 29 NORTH WILCO SITE L�LLI ^ Z_LI } SCOPE OF WORK cL 7-- { � _| � The moune of work included under this site nIen is the development of the 1.27 acre commercially zoned parcel with a convenience store for retail ealee of convenience items to include gasoline sales and minimum zs food service. No interior seating for food service will be provided. An automatic car wash feature is also included on the r*4 IL Ar Cr 044\ 'Stool NIENCE TORE site. ~ 5 AAV U)Thn site work will include grading approximately one (i) acre and LU Proffit tl 3, WIN ik toftyECT-W installing the necessary ormwatep management.on-site water and sewer > =installation of uto three �> underground fuel storage � Store I:Hydr 007. tanks for fuel sales. ^ grease trap w�lI �e provided for the oar wash cn `~ ' / owensv to operation' Public water service is presently available and otormwatar ° _-_ collection piping is located near the property. uOIr 010 ROUTE E 29 1NOR@ H Public mewor service must be extended approximately 1060 LF to the � _ property ��ne and on od��nnoL 295LF� ocrn�� th frun�oQe. »j 9 A$4� Cr Z Z � V=ALBEMARLE �� ' ' _ 0Zc� ? yr ~v � =w LLJ WAIV'Col a VIRGINTA,ER R WILCO CONVENIENCE STORE ROUTE 29 NORTH SITE PLAN DEVELOPMENT DATA 1. Name of Development: WILCO Convenience Store - Route 29 North CONSTRUCTION OF A CAR WASH FACILITY IN AN Albemarle County, Virginia g. Nome of Owner / A. T. Williams Oil Company wash facility within an existing entrance overlay district. A. T. Williams 5446 University Parkway Oil Company desires to develop a car wash facility in conjunction with their Winston-Salem, North Carolina E7105 _iUi �/� site will be landscaped and situated on the site in such a manner that the Attn: Mr. Clayton Leonard nature of the entrance overlay district will not be negatively affected. - � Phone: (336) 757-5280 3. Plan Prnparer: Berkley -Howell Q Associates, P.C. ZONING ORDINANCE ' 1032 Claymont Drive INTERNAL CIRCULATION Lynohburg, Virginia 24502 WAIVER REQUEST Attn: Mr. Bernard C. Ppoctor, P.E. a one-way aisle for circulation within the oar wash operation area. Signage Phone: (804} 385-7548 4. Tax Map / Parcel No. 0456-1-05-O4-01000 5. Site Acreage: 1,27 acres w/ 0,61 acres of impervious One-way aisle access is an inherent feature of oar wash facilities and area G' Zoning: Highway Commercial (HC) 7. Description of any See Waiver Request for Development/ 0 variances, zoning Removal of Critical Slopes; Use of a proffers and bonus One -Nay Circulation Aisle and factors: Solicitation of Special commission ~~ u Approval for Construction ; Car Was;h LIJ in an Entrance overlay District B. Magisterial District: RIO Magisterial District 9. County and State Albemarle Cnunty, Virginia 10. 8nupme of Topography: Berkley -Howell and Associates, P.C. 1032 Claymont Drive _ � Lynchburg, Virginia 24502 �+ Field Survey 11. Source of Survey Data; Plat Prepared b,,,, Kurt N. Gloeckmar Uiated 22,February �1978, O.B. 689. Pg. 447 12. Proposed use and moxLmum 1.27 acre eIto; 1.0 ao.t deveLmpad acreage occupied by each commercial use 13. Maximum square footage for commercial uses: _r � convenience 2409 sf. (food store) store Q» Olt/Y oar 840 sf. wash 14. Parking space calculations per Zoning Ordinance Sections 4.12.5 / and 4.12.7 . . CONVENIENCE STORE REQUIRED PROVIDED No. parking spaces 200 of gross area /K No. of narking spaces 12,1 ' 12 required No. of handicapped 2 2 parking spaces CAH WASH REQUIRED PROVIDED No. of Perking Spmoao i 1 Reouired Per Developer's Request Awaiting Car Nash 2-3 3 No. of Vacuum Spaces 3 3 (min.) 15. Maximum number of 3 employees 15. Maximum height of 21.40` structures 17. Reservoir Watershed: This project is not located in a reservoir watershed. 18. Floodplain; This parcel does not lie within the limits of the one hundred (100) year flood plain designation. 19. Special Site Entrance Corridor Overlay (ED) PlauoingDopxrtm*u tining �Depattnient �Ibe�tnarleC u 5�Se 'ic�_A�iority ----~'~V ")DIUrl ovc,00/ � SPECIAL COMMISSION REQUEST CONSTRUCTION OF A CAR WASH FACILITY IN AN ENTRANCE OVERLAY DISTRICT The Owner/Developer hereby requests permission to construct the oar wash facility within an existing entrance overlay district. A. T. Williams C. Oil Company desires to develop a car wash facility in conjunction with their fuel and convenience item sales as part of its market use strategy. The _iUi �/� site will be landscaped and situated on the site in such a manner that the nature of the entrance overlay district will not be negatively affected. - � .* WAIVER REQUEST NO. 2 (APPROVED BY PLANNING COMMISSI01 8/s/Oo) ZONING ORDINANCE ' SECTION A.12.6.2 INTERNAL CIRCULATION WAIVER REQUEST The Owner/Developer hereby reouaste Commission approval for the use of a one-way aisle for circulation within the oar wash operation area. Signage and pavement markings will be provided to alert patrons to this special traffic flow condition o One-way aisle access is an inherent feature of oar wash facilities and necessary for their implementetion. ,A waiver of this prov.-1on of the Zoning Ordinance is requested. WAIVER REQUEST NO. 3 (APPROVED BY PLANNING COMMISSION 3/27/01) ZONING ORDINANCE SECTION 4.2.5 ,EXISTING CRITICAL SLOPES' WAIVER REQUEST Critical slopes are cefined as slopes greater than 25%. The existing slopes at the rear of the'�ropnrty are approximately 67% or y.x = 1:5 aIopes. The proposed c^+` plan requires the setback of the existing slopes approximately 15 feet :(ong 150 L.F. of existing critical slope length in | order to provide developable area to implement the gasoline sales and convenience stm'`m operation particular to the nature of businesses run by A. T. Williams Jil'Uompony. The development of the site plan would | require conntruct.,o '+ po,�Iroximate Iy 250 LF of variable height retaining | wall to accomplish the aat'�Iack. The critical slopes above the retaining wall will remain unchanged and the slopes will be stabilized by the retaining wall. Sufficient Qeotonhpioe% services have been employed to ensure slope and wall stabiliz,atioo. The retaining wall design is included in this plan set. The existing critical slopes appear to have been man-made as a result of the construction of Route 29. Wim hereby request a waiver of the critical slope restrictions in SeNctinn 4.2 of the Zoning Ordinance on the basis that slope stability will be maintained and that the performance of septic or other ungorgrounU eymtems should not be affected. � CHANGE OF FUEL BRAND Xk A. T. Williams Oil Company, Inc., Owner of the site and the applicant, had been proposing "WILCO" fuel. convenience and car wash services. The brand name for the fuel service has been changed to "HESS" with a commensurate change of marketing colors. No change in the fueling' convenience store or oar wash functions are proposed for the site, The now color scheme, principally "green on white". are shown in the color submittals for Architectural Review Board review. L_ � C. ' _iUi �/� V � u� � Z ' e/ <� o �. � 0 < h| c 0 -U ~~ � + LIJ cz CD � _ � �+ CE ~' ! ~- /x _r � Q» Olt/Y ~ ' / . . L_ ' _iUi �/� V u� Z e/ �. � h| c 0 -U u _ � �+ ij DATE: JUNE 6, 2000 � SHEET SUMMARY TECHNICIAN: RA13 01 SHEET NO. TITLE CHECKED BY: BCP1 _ ~~,E.. SHEETn R E V I S i' 2 SITE & LANDSCAPING PLAN 3 CONSTRUCTION SITE PLAN NO, DATE 5 SITE CROSS—SECTION PLAN 2 03/01/200i 6 GRADING & EROSION CONTROL 3 0,1/24/2001 7 UTILITIES PLAN — WATER & SAN. SEWER UTILITIES PLAN — STORM SEWER 9 DELAWARE SAND FILTER PLAN AND SECTION 10 RETAINING — -- 14 �5 1:1 RETAINING 12 STANDARD DETAILS STANDARD^� 13 STANDARD DETAILS 96371 14 STANDARD DETAILS SHEET NO. 15� E'.~~^~'^ = °E"I,.`^`' ^=~`''`"L .`""°.+.EDc/AILS I OF i5o' � SDP 00--073 � __-� Wilco Convenience Store Site & Landscaping Plan TMP 0151 I -01 -OA. -01000 Sheet 2 of 1.5 Signed 7/17/01 PLAN HOLD CORPORATION * IRVINE. CALIFORNIA REORDER BY NUMBER 075AR PLAN HOLD CORPORATION * IRVINE, CALIFORNIA PLAN HOLD CORPORATION " IRVINE, CALIFORNIA REORDER BY NUMBER 075AR REQRDEER B'r NUMBER 075AR DRAWING NUMBER DRAWING NUMBER PLAN HOLD C) CORE}ORATIOP i IRVINE, CALIFORNIA PLAN( HOLD CORPORATION " IRVINE, CALIFORNIA PLAN P REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR SITE ILIGHTING NOTES & RIGBI& -WAY-FRONTAGE MAD cJ� 1, EaMh outdoor luminaire which emits 3000 or more initial lumens shall be a tfull cutoff luminaire or a decorative luminaire with full cutoff Optics. Per, Construction Agreement dated April 7, 1994 between the County of Albemarle tx�� and A. T. Williams Oil Company, (Property Owner). the property owner agreed to CARRSBROOK SUBDIVISION 2. The spillover lighting from parking area luminaires onto public CARRSBROOK SUBDIVISION provide all the necessary right-of-way free from all encumbrances including allLOT 7 " required easements and arrange for the relocation of any public and private PARCEL NO. 045BI-05-OA-00700 �� ro ads and property in residential or rural areas zoning districts LOT 5 utilities where necessary without cost to the County of Albermarle. The approval Shall not exceed one-half (2/2) foot Candie. PARCEL NO, g45B1-05-qA-Ci050q of final site plan submittal shall be conditioned, among Other items, to includeMICHAEL R. AND JANICE R. RADCLIFFE d $ CARRSBROOK SUBDIVISION 3. Site or area lightingfixtures are noted. Fixtures labeled A-1 JAMES DONALD GRUBS ESTATE a receipt of proof of recordation of a plat for the right-of-way dedication. 3503 MONAGAN DRIVE �,Q LOT 6 MARIE G. CLARKE AND WILLIAM E. CLARKE JR., This dedication shall include all property between the present property line in CHARLOTTESVILLE, VIRGINIA 22901 4' arts 250 W units with a mounting height O# 2q #t. Canopy lighting the service road and the designated eighteen (IS) foot passageway easement. The PARCEL NO. O45B1-05-OA-00600 fixtures fabled B-1 are 175W units recessed mounted under the canopy. A5 EXECUTORS ZONING: R-1 C/O MARIE G. CLARKE. proper plat has been prepared and approved by the County of Albemarle. PROPERTY USE: RESIDENTIAL WILSON L. AND DOROTHY H. CRITZER 3415 INDIAN SPRING ROIAD 3501 MONACAN DRIVE CHARLOTTESVILLE, VIRGINIA 22902 CHARLOTTESVILLE. VIRGINIA. 22901 ' ZONING: R -i ZONING: R-1 i } } � 1 PROPERTY USE:. RESIDENTIAL LAt4DSCAPItJG SCHEDULE PROPERTY USE: RESIDENTIAL } r 1 Common Name Botanical Name Caliper ."»" •- IPF } 4 } Large shade +...�.. n..,. } Trees. Pin Oak Querus Palustris 3 1/ 2" Medium Shade ry _t �- ••M"",�G*+.+.,'*,.,Di�•,err _.., w_._I } _ _ `' PARCEL NO. 045BI-�05-OA-01000 �� .... �.. 295 Trees -- -..--_ ": "`--- X mak,...,........ .._._.;�' LF' 6 ° M Z GM PROPOSED A Cleveland Pyrus Calleryana 2 1/2" k a -" ' " A . T . WILLIAMS OIL COMPANY, INC . 20' MINIMUM UNDISTURBED PR LI FENCE Select s cc (n �-.--.,, ,,. P.O. BOX 7287 BUFFER/PARKING SETBACK cn WINSTON-SALEM, NORTH CAROLINA ,27109 FROM RESEDENTIAL ZONING,......#.- a=r IPF Interior Shrubs yy ................................................�........... ................................... ..........,......,,,.,..... Burford Ilex Cornuta (1) tb ZONING: HG -• y -» i .� w1 tJRMWA TEF? EA Holly "Burfordii" S�ME(y7 Dwarf Ilex Cornuta (Nana) (1)TS OF CONSTR N � � 1 Burford Holly "Burfordii" I (n 19 UNITS Cotoneaster Cotoneaster (2) - --- �. - - - horizontalis ' M----.__. �� # (rock spray) F- !, .. K 61 UNITS Foster ilex x Attenuate Holly "Fostsri" ''^- -- OI p ! Blue Rug Juniparus Horizontalis (2) , # 12.00' Juniper, 'Wiltoni" �, ! LIMPS Screening Trees 3 UNITS CLOS E F 3 UNITS a A l A 1 --"-... ! @ 15' OC 20 L.F. 6' HIGH _. "" ".. -, _ ..................... J 5 UNITS I 36 UNITS ........................ _ �; .. Eastern Pinus Strobes 7`-B" in height •,..... -- white Pine at planting SCREENING FENCE ............. !ofd ................................ .............. SSEGlw4BN7AIL BLOCK F 3 UNITS � 35,00' # ! Footnotes. - - ��, F 2 UNITS 4 SPACES (8'x23') RETAINING WALL 1. Shrubs shall be 24" high at planting, f @ 15' OC AUTOMATIC 0ASPHALT 2. Low spreading ground cover shall be no smaller � 41'-0" than 18"-24" in width at planting. CARWAI' DRIVE CU # DRIVE F PARCEL NO. 045B1-O5-0A--009OO •.w. ;w L BENJAMIN D, DICKERSON UJ Cc C�. F-- --- -- ---- ®-�- I --� 665 BRIDLEPATH DRIVE # EARLYSVILLE. VIRGINIA 22936 F- IH > I , . e , . a #< CL Al ZONING: HCs LL x 2 X ❑ 4 UNITS D ICE �# PROPERTY USE: RETAIL AUTO SALES 3 W N 0 N ® d 0 0 n 12 F d UNITS U U7 B1 B1 FUEL 81 B1 B1 !li @ 15' OC W ,I w 0 - ISLAND � CAe ASH # ! { -I `" Q o- �° 81 B 1 CANOPY B 1 . s 81 81 81 Z CO W"' 9 ❑ ® 0 0 0 ® I00 � --_ £--_ It) � 11 t . i LJ 3 ?( UUM SF^� LUN '� S 21 UNITS D # NOTE: NORTH BUILDING WALL Z • s + • • o (iq XB') # SHALL BE THREE (3) HOUR C C ) N 9 # ! # E 11 ,RGROUNO A 2 FIRE RATED L Bi Bi 31 B2 81 FUEL STORAGE C1 # # ! I !r PARCEL NO. 04581 -05 -OA -01100 t� " 81� # B 2 UNITS # # # # # i TANKS � # FRANK A. OR PEGGY B. KESSLER P.O. B}OX 5207 .� @ 17' OC ASPHALT # # # # LJ W J 1 SPACE CHARLOTTESVILLE", VIRGINIA 22905 ... _..... _ _ — _ _ _ " DRIVE _ _...., _..... _ ... �..... 1 1 _(...-.. ,1 (8'x22 " ) - ---- ` X30' BUILDING B 3 UNITS L- — —1 ❑ AliL� w I ! ZONING: CO FREE SETBACK LINE @ 30' Q( STANDING .'� PROPERTY USE: REAL ESTATE OFFICE Al co a Ai� 14 UNITS @ 5' OC SIGN i».. �CIK ) µ D LAWARE R� SLOTTED DRAIN SLOTTED DRAIN CO Z! r NO 11PARKING M B SI .:jJ __.-LIMITS SOF CONSTRUCi'ION MH 2 UNITS A C 12 UNITS CI CT 2 UNITSgA C� I @ @ 30 ' OG @ 5 ' OC @ 30 ' OG �' 2 UNITS Q 10' PUBLIC UTILITY EASEMENT, DRAINAGE EASEMENT C 10 UNITS MH �0 j ( �`` .,� REVISED PROPERTY LINE A, 0C & SIGHT EASEMENT / PARKING SETBACK LINE '..C)C ......................................................................................,........................... � .................. ..........,.... ......... ........ ..... .... ........ ..... ..... .... ...... ,. ,... , ......, ..... .......' ? .., ,......... _ . _..".".. r----- ----- 1 PREVIOUS PROPERTY LINE ' PASSAGEWAY EASEMENT DEDICATED �� ISp, I AS RIGHT OF WAY, SERVICE ROAD — SEMINOLE LADE ` ,-P, #IGHT OF WAY DEDICATED: 0.121 AC. FH,. �....... _.....� ............ CI MH MH SIGNS SIGN @ MH LIMITS OF CONSTRUCTION STQBMMATER QUALITY Stormwater quality requirements will be achieved through the use of a modified Delaware Sand Filter Design. A dual chamber structure with sedimentation and sand filtration with overflow weirs designed to capture and treat the specified water quality volume (WQV) of the first 0.5 inches of rainfall on all impervious areas. The size of the sand filter/sedimentation process will result in an underground structure approximately 7'-O"x48'-O" The sand filter design, known as Delaware Sand Filter. has been shown to provide 50--65% pollutant removal and satisfy the BMP calculations. The Owner will have the'expertise to maintain the facility on a regular basis. STORMWATER RUNOFF The capacity of the existing stormwater collection system has been shown to have the capacity to handle the additional stormwater runoff from this development. Calculations to suport this direct stormwater connection, except for the first 0.5 inches of initial runoff from paved ad roof areas which will be treated in the Delaware Sand Filter, has been approved by the Virginia Department of Transportation and the Albemarle County Engineering office, Additional off-site stormwater piping systems are shown to permit connection into existing pipe channels with the required stormwater capacity. BM - ORANGE PAINTED SQUARE �,. SE CORNER OF CURB INLET ELEVATION d 417.1.0 �, �, ter., ..._-..,........., ...,....,_...., ,..,..�......._....,... GV SIGN LIGHT BOX -~ � GV # • 401 60, H(ORIZONTAL SCALE: A TEN (10) FOOT EASEMENT FOR PUBLIC USE FOR THE PURPOSE OF DRAINAGE AND UTILITIES IS HEREBY DEDICATED. THIS EASEMENT SHALL ALSO SERVE AS A SIGHT EASEMENT TO PERSERVE THE SIGHT DISTANCES REQUIRED BY VDOT. U.S. ROUTE 29 / SEMINOLE TRAIL TIO P L` a. Section 32,7.9.6 Requirement: Street Trees With 295 LF of street frontage six (6) large shade trees or seven (7) medium shade trees required. Compliance Action: Eight (8) medium shade trees and six (6) large shade trees provided. Note that two (2) of the medium shade trees provide wall relief an the west side of the convenience store. b. Section 32.7.9.7 Parking Lot STREET LANDSCAPING Landscaping: LEGEND Para. 32.7.9.7b Requirement: Interior Five (5) % of the paved parking Landscaping: area, or 1165 SF is required. INTERIOR LANDSCAPING Compliance Action: GLarge 775 SF of interior landscaping Six (6) units is provided by medium shade Interior Shrubs trees. 720 SF of interior G landscaping is provided by Three (3) units interior landscape shrubs. Interior Shrubs 3668 SF of landscaping is provided around the periphery of the paving area as interior, Burfoird Holly perimeter landscaping. Para. 32.7.9,7c Requirement: Plantings along Plants shall be provided along Public Streets public streets to screen parking lot from the street. 0 >_ .J Compliance Action: Note: Twenty-one (21) units Thirty-six (36) low, street shrubs are placed along the right of where shown way to screen parking area from Cotoneaster Service road, c. Section 32.7.9.8 Requirement: Screening Screening trees or serve as screening shrubs other element is required to screen the subject parcel from adjoining parcels. Compliance Action: B Approximately twenty (20) feet Eight (8) units of six (5) foot high screening on southern boundary, fence and three (3) large evergreen screening trees are shown near the dumpster to screen the subject parcel from the parcel to the northeast. Twenty-one (21) shrubs and four (4) medium shade trees shown as interior LEGEND landscape are provided on the southern NO. REQUIRED property line to screen the subject parcel from its adjoining southern • property owner. d. grertion 32.7.9.9 Tree Canopy Pare. 32.7.9.9.6.1 e. Street Trees Entrance Corridor Requirement: Ten (10) % of the parcel size of 1.27 acres (55, 321 SF) or 5,532 S.F. of tree canopy on the site is required. Compliance Action: Approximately 10,325 SF of existing tree canopy will remain after construction of the retaining wall, approximately 2261 SF of replacement evergreen screening trees are shown. Other new, tree canopy area are to be provided by trees or shrubs with at least five (5) feet in height at ten (10) years maturity. These trees or shrubs are included to comply with street, perimeter or interior landscaping requirements, but such landscaping satisfies the tree canopy requirement. Approximately 3427 SF of Burford Holly shrubs, medium shade trees and evergreen screening trees are included in this dual purpose planting. Existing Tree Canopy to Remain: 10,325 SF New Tree Canopy: 3, 417 SF Total 13,742 SF Requirement: Large shade street trees are required along the frontage facing the Entrance Corridor. Compliance Action: Large shade trees. several medium shade trees and screening shrubs are shown for compliance with this special Entrance Corridor requirement. LEGEND STREET LANDSCAPING NO. REQUIRED LEGEND INTERIOR LANDSCAPING NO. REQUIRED LEGEND SCREENING TREES NO. REQUIRED LEGEND INTERIOR LANDSCAPING NO. REQUIRED GLarge Shade Trees Six (6) units Interior Shrubs Twenty-five (25) G Eastern White Pine Three (3) units �...� Interior Shrubs Thirty-six (36) (3 1/2" caliper) Burfoird Holly units a 3"5ft on � North of Dumpster Pad - 15' on center + Base of Retaining Wall units: Pin Oak 0 >_ .J Note: Twenty-one (21) units center or as W where shown Cotoneaster Nine (9) each in serve as screening shrubs shown four (4) 30' B Medium Shade Tree Eight (8) units on southern boundary, sections, 3' on (2 1/2" caliper) LEGEND REPLACEMENT TREE CANOPY NO. REQUIRED center • Cleveland Select Pear (D Interior Shrubs Dwarf Burford Holly Eleven (11) @ 5' on Eastern White Pine on slope above Nineteen (19) Interior Shrubs Five (5) units @ r~, tt;} Low Shrubs Thirty-six (36) units center or as and behind Retaining Wall units in two (2) Base of Retaining Wall 30' on center Dwarf Burford Holly units @ 5' on shown rows of ten (10) Foster Holly center Mediulm Shade Trees Fifteen (15) and nine (9) trees, K�.." Interior Ground Cover Sixty-one (61) Cleveland Select Pear units respectively; Top of Retaining Wall units in two (2) Note: Four (4) trees serve as rows @ 5' on Blue Rug Juniper rows -four (4) ft I screening trees an center: trees @ on centers, southern boundary. 25' on center units @ four (4) ft on center front row 2' from back and top of wall TECHNICIAN: RAG CHECKED BY: BCP REVISIONS NO. DATE 1 01/26/2001 2 03/01/2001_ 3 04/24/2001 4 05/03/2001 6 06/18/2001 SCALES AS SHOWN PROD . NO . DIV. 96373 SHEET NO. 2 OF 15 DRAWING NO. "MASTERR4" U r� t- 0 UJ CC fA 61' Z a --I CC 0 U) f -a h LIQ I-- u� cc 0 0 f— W i U) J cz W LU 0- °+3 U) r W CII � U) s > � + (IO cc Ir ED LLIJ 0 >_ .J W TECHNICIAN: RAG CHECKED BY: BCP REVISIONS NO. DATE 1 01/26/2001 2 03/01/2001_ 3 04/24/2001 4 05/03/2001 6 06/18/2001 SCALES AS SHOWN PROD . NO . DIV. 96373 SHEET NO. 2 OF 15 DRAWING NO. "MASTERR4" U r� t- 0 UJ CC fA 61' Z a --I CC 0 U) f -a h LIQ I-- u� cc 0 0 f— W i Wilco Convenience Store Construction Site Plan TMP 045B1 -01 -OA -01000 Sheet 3 of 15 Signed 7/17/01 PLAN HOLD CORPORATION m IRVINE, CALIFORNIA REORDER BY NUMBER 075AR t > POCK f CI PLAN HOLD CORPORATION a IRVINE, CALIFORNIA REORDER BY NUMBER 075AR CARRSBROOK SUBDIVISION �FjQQQ�� LOT 7 Gj CARRSBROOK SUBDIVISION IPARCEL NO. 04581 -05 -OA -00700 SOD �p®g LOT 5 PARCEL N0. 04581 -05 -OA -005001 MICIHAEL R. AND JANICE R. RADCLIFFE 3503 MONACAN DRIVE �,�Q �© CARRSBROOK SUBDIVISION JAMES DONALD GRUBB ESTATE CHARLOTTESVILLE. VIRGINIA 22901 Qi PARCEL LOT 6 MARIE G. CLARKE AND WILLIAM E. CLARIKE JR., i PARCEL NO. 045B1 -05 -OA -00600 AS EXECUTORS ZONING: R-1 C/O MARIE G. CLARKE PROPERTY USE: RESIDENTIAL f WILSON L. AND DOROTHY H. CRITZER 3501 MONACAN DRIVE 3415 INDIAN SPRING ROAD CHARLOTTESVILLE, VIRGINIA 22901 CHARLOTTESVILLE, VIRGINIA 229(01 � ZONING: R-1 ZONING: R-1 ! \ PROPERTY USE: RESIDENTIAL PROPERTY USE: RESIDENTIAL IPF N$ J " S�i►++�n.+��,,�y�C,ew�N +�.�( . a v� IJIa #yiC#. \ \L _ 0 z v PARCEL NO. 045Bi-05-OA-Oi000 295 l F \ - - - - - _ _ a- -°�° H A. T. WILLIAMS OIL COMPANY, INC. 20' MINIMUM UNDIST RU B 0 8 -HIGH PROPOSED PROPE�TY LI _ ~ -j f r '- cwn --- _ P.O. BOX 7287 BUFFER/PARKING SETBACK ib FENCE TPF I f Lia IPF UJ a WINSTON-SALEM, NORTH CAROLINA 27109 FROM RESEDENTIAL ZONING \ ........... *.............. o ZONING: HC - ._,_ _ Cluj t- _ _ �TORMWA EASEMENT R_ ENT cn j - - _ Jo LIMITS OF CONSTRUCTION_ ua in- _� En �0. DI �❑ - ..•.. _• .� �._... _ 1 12.00 ' LIMPS ............ . 1 LOS E - 20 L.F. 6' HIGH ............... po 0 0 _ _ SCREENING FENCE 2.13' a ............. ............ '-••- ..... , b os. ggMA -- 5' R g° R s...m........5..R..... p ....... ....... ... ZSECMENfiAL BLIOCK 23.00' HEAT PUMATYP GF5` R 4 SPACES E8x23') RETAINING WAILL o 35.00' 0 30' R I I �J 3.13 41'-0" T VDOT STD CG -2 00 29.00' 7.0' AUTOMATIC o co In ASPHALT ! DI FLUSH • �+ DRIVE CURB 2' R ASPHALT N CARWASFi N 18' R ( DRIVE I PARCEL NO. 045B1 -05 -OA -00900 (' 2.6 .__..� BENJAMIN D DICKERSON LL! LO J �" "�' '— '1 3' DEWALK• FLUSH GR � 4 38' 665 BRIDLEPATH DRIVE 17 ni _ FUEL ISL NDS o Q O o j ^ m ® BELOW CA OPY 30.00' 10.00" w EARLYSVILLE, VIRGINIA 22936 r+ �) ao .1 >- SIX (6) P ° ° o • w e cn o rn „+ ti x a ZONING: HC v x in YS LLI 61 ,_ � CANOPY ALMN ❑ �❑PROPERTY USE: RETAIL AUTO SALES U C/L OF • zo a SIX (6)P ® FUEL o Z CANOPY `� 8 cn w .. , LlJ I w U - CONC . BOLL RDS ISLAND F 1 AND .� � a D_ 0D FOUR (4) {fYP a e CANOPY o® e o N Q ca ZENTRANCE n con ( EL N I ❑ ❑ ❑ �jJ v PLAN HOLD CORPORATION ® IRVINE, CALIFORNIA REORDER BY NUMBER 075AR Albemarle County Engineering General Construction Notes for Site Plans R I 3 UUM P� 1 2'IR 5' R c i. Prior to any construction within any existing public right -of -way, NOTE: NORTH BUILDING WALL Z r LL N e • • s % • {10 x 8') I 1 1 inclui'�ng connection to any existing road, a permit shall be obtained from f- 1 1 1 1 1 UNDERGROUND SHALL BE THREE (3) HOUR O 0 0 - I ( PARCEL NO. 045Bi-05-OA-01100 the Virginia Department of Transportation (VDOT). This plan as drawn may t U i o 18.00' 29.00' 0 I 1 1 0 1 1 1 FUEL STORAGE FIRE RATED � .--- ,—. -- .-- -- ..-- --... — > I I I © 1 1 1 1 1 not accurately reflect the requirements of the permit. Where an I FRANK A. OR PEGGY B. KESSLER m 47.00' 78.00' I I I co*> 1 1 I TANKS I discrepancies occur the requirements of the permit shall govern. 2.93' �i 1 SPACE 1 P.O. BOX 5207 11.00' ASPHALT 0 28 00' I I I I L _ _ J CHARLOTTESVILLE, VIRGINIA 22905 o _ (8'x22') 2. Tali paving, drainage related materials and construction methods '�`�` ••. _ _►'��_ - _ 5' R (TYP) _ - - - _ - DRIVE _ e,_.,. _ _ L 1_l .1 - - - 9. 9 1.93'"' W t•• _ _ 1 VDOT ST C 4 _ I ZONING: CO shall conform to current specifications and standards of VDOT unless -•. '"" Co1 i Z 30' BUILDING N VDOT '';TD CG -2 Z FREE ccr I otheruise noted. F¢ SETBACK LINE <Fa T I i I PROPERTY USE: REAL ESTATE OFFICE 0 _Jv ¢ STANDING o c7 M CG -2 � z z SIGN I 0 3. Erssion and siltation control measures shall be provided in accordance s DEL WARE SAND FILTER SLOTTE9w DRAIN SLOTTED DRA N CO / I with the approved erosion control plan and shall be installed prior to _ - - _ _ _ _ - - e _ _� / � - _ - _^ any c?erring, grading or other construction. _ .....s. _ate. _. L — _--�, o~ ow ® NOiPARIKING 36.00' 2 -GV _ WM ❑ BO 50.00" I o> in 4. All slopes and disturbed areas are to be fertlized, seeded and mulched. SI N CI 12.5' R (TYP) o A_ I w J".. The maximum allowable slope is 2:1 (horizontal:vertical) . Where reasonably _ - - - - - obtainable, lesser slopes of 3:1 or better are to be achieved. ...U_,��LIMITS,_OF �s - - - - - - - - - - CONSTRUCTION MHn CI ® VOOT STD CG -13 CI r 2 j3, 5. Paved, rip rap or stabilization mat lined ditch may be required when l4 J VOOT STD CG -13 - •......................_........................................................._.. N1' t opinion of the Albemarl County Director of Engineering _ _ •� _. _ __........................................... L- 10 "• in he i .............. ........................_.........................................._.... PUBLIC UTILITY EASEMENT DRAINAGE EASEMENT MH s r CI -'may REVISED PROPERTY LINE & SIGHT EASEMENTLINE _ Director -s designee, it is deemed necessary in order to stablizs a -- — —• —..................................................................................................................................................................,.......................PARKIN.. SETBACK ............................. .............. 1..._ drainage channel. I 9.57' ADDITIONAL PAVEIMENT r``�-PREVIOUS PROPERTY LINE �y 'SERVSIGHT DISTANCE i8 PASSAGEWAY EASEMENT DEDICATED \ cS� 6. All traffic control signs shall conform with the ICE ROAD - SEMINOLE LANE �9G Virginia Manual for Uniform Traffic Control Devices. 00't 200':F AS RIGHT OF WAY; e�A RIGHT OF WAY DEDICATED: 0.121 AC, '.. I 7. Unless otherwise noted all concrete pipe shall be reinforced r— VDOT STD CG -6 FH.. ----- - r I @ CZ GV I MH 0 @ SIGN '- MH MH t( rj TRAFFIC � �:: -•-`� ,.l SIGNS LIGHT BOXSIGN „ @ LIMITS OF CONSTRUCTION GV 1 C I WAVIER REQUEST (APPROVED BY PLANNING COMMISSION 3/27/02) 1. WAIVER OF ZONING ORDINANCE SECTION 4.2.5, RELATIVE TO THE DISTURBANCE OF CRITICAL SLOPES IS HEREBY REQUESTED. SPECIAL SITE DEVELOPMENT APPROVAL (APPORVED BY PLANNING COMMISSION 8/8/00) 1. REQUEST FOR APPROVAL OF THE CONSTRUCTION OF THE CARWASH IN THE OVERLAY DISTRICT HAS BEEN FILED WITH PLAN SUBMITTAL. BM - ORANGE PAINTED SQUARE 20' 10' 0 " 20' 40' 60' SE CORNER OF CURB INLET ELEVATION = 417.10 HORIZONTAL SCALE; 1" = 20' Construction Notes: 1. No roof top mechanical equipment shall be allowed. All exteriormechanical equipment shall be located behind or east of the building and screened from the Entrance Corridor and adjoining parcels. 2. The dumpster shall be separated from the convenience store by a non-combustible (CMU) wall. 3. All fuel dispensing units are three (3) fuel grade units similar to Model B05XXX as manufactured by Gilbarco. 4, The height of the canopy fascia shall be three (3) feet or less. 5. All window glass shall be clear. U.S. ROUTE 29 / SEMINOLE TRAIL Parking Space & Sizen (APPROVED BY PLANNING COMMISION 3/27/01) Per Section 4.12.65 of the Albemarle County Zoning Ordinance, perpendicular parking is favored. The Commission may authorize other angled, curvilinear and/or parallel parking where practical considerations warrant. In order to reduce the height of the segmental block retaining wall from 18' to 10' in height, it was necessary to shift the retaining wall northeast approximately 8-10 ft. Consequently, the use of parallel parking on the site adjacent to retaining wall is required to develop the required number of parking spaces on site. Please be advised that reduction of the retaining wall height and addition of appropriate interior landscaping was accomplished to mitigate the negative site impact of the retaining wall in the Entrance Corridor. concerete pipe -Class III. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926) All entrances except for the approved construction entrance shall be blocked in such a manner as to not allow access to the site LEEM S/W SIDEWALK MH MANHOLE 9. w CO® I U) 0- u I< <ICO VIRGINIA DEPARTMENT OF I ICE �I ® STANDARD o L CURB AND GUTTER DETAIL c=n 3r a CO UTILITY LINE CLEAN OUT cc CI ELOC a5 a a a WM a i0.00' 0 0 12.00' IPF IRON PIN FOUND 2 H H (n r'_� RADIUS PLAN HOLD CORPORATION ® IRVINE, CALIFORNIA REORDER BY NUMBER 075AR Albemarle County Engineering General Construction Notes for Site Plans R I 3 UUM P� 1 2'IR 5' R c i. Prior to any construction within any existing public right -of -way, NOTE: NORTH BUILDING WALL Z r LL N e • • s % • {10 x 8') I 1 1 inclui'�ng connection to any existing road, a permit shall be obtained from f- 1 1 1 1 1 UNDERGROUND SHALL BE THREE (3) HOUR O 0 0 - I ( PARCEL NO. 045Bi-05-OA-01100 the Virginia Department of Transportation (VDOT). This plan as drawn may t U i o 18.00' 29.00' 0 I 1 1 0 1 1 1 FUEL STORAGE FIRE RATED � .--- ,—. -- .-- -- ..-- --... — > I I I © 1 1 1 1 1 not accurately reflect the requirements of the permit. Where an I FRANK A. OR PEGGY B. KESSLER m 47.00' 78.00' I I I co*> 1 1 I TANKS I discrepancies occur the requirements of the permit shall govern. 2.93' �i 1 SPACE 1 P.O. BOX 5207 11.00' ASPHALT 0 28 00' I I I I L _ _ J CHARLOTTESVILLE, VIRGINIA 22905 o _ (8'x22') 2. Tali paving, drainage related materials and construction methods '�`�` ••. _ _►'��_ - _ 5' R (TYP) _ - - - _ - DRIVE _ e,_.,. _ _ L 1_l .1 - - - 9. 9 1.93'"' W t•• _ _ 1 VDOT ST C 4 _ I ZONING: CO shall conform to current specifications and standards of VDOT unless -•. '"" Co1 i Z 30' BUILDING N VDOT '';TD CG -2 Z FREE ccr I otheruise noted. F¢ SETBACK LINE <Fa T I i I PROPERTY USE: REAL ESTATE OFFICE 0 _Jv ¢ STANDING o c7 M CG -2 � z z SIGN I 0 3. Erssion and siltation control measures shall be provided in accordance s DEL WARE SAND FILTER SLOTTE9w DRAIN SLOTTED DRA N CO / I with the approved erosion control plan and shall be installed prior to _ - - _ _ _ _ - - e _ _� / � - _ - _^ any c?erring, grading or other construction. _ .....s. _ate. _. L — _--�, o~ ow ® NOiPARIKING 36.00' 2 -GV _ WM ❑ BO 50.00" I o> in 4. All slopes and disturbed areas are to be fertlized, seeded and mulched. SI N CI 12.5' R (TYP) o A_ I w J".. The maximum allowable slope is 2:1 (horizontal:vertical) . Where reasonably _ - - - - - obtainable, lesser slopes of 3:1 or better are to be achieved. ...U_,��LIMITS,_OF �s - - - - - - - - - - CONSTRUCTION MHn CI ® VOOT STD CG -13 CI r 2 j3, 5. Paved, rip rap or stabilization mat lined ditch may be required when l4 J VOOT STD CG -13 - •......................_........................................................._.. N1' t opinion of the Albemarl County Director of Engineering _ _ •� _. _ __........................................... L- 10 "• in he i .............. ........................_.........................................._.... PUBLIC UTILITY EASEMENT DRAINAGE EASEMENT MH s r CI -'may REVISED PROPERTY LINE & SIGHT EASEMENTLINE _ Director -s designee, it is deemed necessary in order to stablizs a -- — —• —..................................................................................................................................................................,.......................PARKIN.. SETBACK ............................. .............. 1..._ drainage channel. I 9.57' ADDITIONAL PAVEIMENT r``�-PREVIOUS PROPERTY LINE �y 'SERVSIGHT DISTANCE i8 PASSAGEWAY EASEMENT DEDICATED \ cS� 6. All traffic control signs shall conform with the ICE ROAD - SEMINOLE LANE �9G Virginia Manual for Uniform Traffic Control Devices. 00't 200':F AS RIGHT OF WAY; e�A RIGHT OF WAY DEDICATED: 0.121 AC, '.. I 7. Unless otherwise noted all concrete pipe shall be reinforced r— VDOT STD CG -6 FH.. ----- - r I @ CZ GV I MH 0 @ SIGN '- MH MH t( rj TRAFFIC � �:: -•-`� ,.l SIGNS LIGHT BOXSIGN „ @ LIMITS OF CONSTRUCTION GV 1 C I WAVIER REQUEST (APPROVED BY PLANNING COMMISSION 3/27/02) 1. WAIVER OF ZONING ORDINANCE SECTION 4.2.5, RELATIVE TO THE DISTURBANCE OF CRITICAL SLOPES IS HEREBY REQUESTED. SPECIAL SITE DEVELOPMENT APPROVAL (APPORVED BY PLANNING COMMISSION 8/8/00) 1. REQUEST FOR APPROVAL OF THE CONSTRUCTION OF THE CARWASH IN THE OVERLAY DISTRICT HAS BEEN FILED WITH PLAN SUBMITTAL. BM - ORANGE PAINTED SQUARE 20' 10' 0 " 20' 40' 60' SE CORNER OF CURB INLET ELEVATION = 417.10 HORIZONTAL SCALE; 1" = 20' Construction Notes: 1. No roof top mechanical equipment shall be allowed. All exteriormechanical equipment shall be located behind or east of the building and screened from the Entrance Corridor and adjoining parcels. 2. The dumpster shall be separated from the convenience store by a non-combustible (CMU) wall. 3. All fuel dispensing units are three (3) fuel grade units similar to Model B05XXX as manufactured by Gilbarco. 4, The height of the canopy fascia shall be three (3) feet or less. 5. All window glass shall be clear. U.S. ROUTE 29 / SEMINOLE TRAIL Parking Space & Sizen (APPROVED BY PLANNING COMMISION 3/27/01) Per Section 4.12.65 of the Albemarle County Zoning Ordinance, perpendicular parking is favored. The Commission may authorize other angled, curvilinear and/or parallel parking where practical considerations warrant. In order to reduce the height of the segmental block retaining wall from 18' to 10' in height, it was necessary to shift the retaining wall northeast approximately 8-10 ft. Consequently, the use of parallel parking on the site adjacent to retaining wall is required to develop the required number of parking spaces on site. Please be advised that reduction of the retaining wall height and addition of appropriate interior landscaping was accomplished to mitigate the negative site impact of the retaining wall in the Entrance Corridor. concerete pipe -Class III. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926) All entrances except for the approved construction entrance shall be blocked in such a manner as to not allow access to the site LEEM S/W SIDEWALK MH MANHOLE DI DROP INLET VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION STD STANDARD CG CURB AND GUTTER DETAIL QZ CO UTILITY LINE CLEAN OUT CI CURB INLET -I WM WATER METER i IPF IRON PIN FOUND 2 H H (n R RADIUS TYP TYPICAL C/L CENTER LINE PL PROPERTY LINE > PE POLYETHEHYLENE PIPE - STORM SEWER USE DOUBLE WALL PIPE ' LU W (SMOOTH INTERIOR WALL W/ m Z Z CORRUGATED EXTERIOR WALL) PLAN HOLD CORPORATION a IRVINE, CALIFOF REORDER BY NUMBER 075AR o m a 00 O O CV U Q Z J CD t Cr Q C .� H I�•- (n Fc f-1 J Cr Z —' H O W J i— It7 Q F -- co Q Z 3i LON u DATE: JUNE 6, 2000 TECHNICIAN: RAG CHECKED BY: BCP REVISIONS NO. DATE 1 01/26/2001 2 03/01/2001 3 04/24/2001 4 05/03/2001 6 06/18/2001 SCALES AS SHOWN PROD. NO. 1 DIV. 96371 SHEET NO. 3 OF 15 DRAWING NO. "MASTERR4" Li w U) 1- a 0 w C1 7) U) z 0 r -I Q v H LL H F - Z W 0 H 0 0 DO 0 J W U_ b Z H Q to H t - w Q w Ir U 0 F+- tn 3 W H Cr w m i 0 Z Z H a cc 0 >` 11. H cc U W Z) Z d i (f) • Fc v Lii Z 44 QZ _J -I a a e i 00 CC >_ 2 H H (n W � W > I•LI rr 03 LU W U m Z Z Z J W o m a 00 O O CV U Q Z J CD t Cr Q C .� H I�•- (n Fc f-1 J Cr Z —' H O W J i— It7 Q F -- co Q Z 3i LON u DATE: JUNE 6, 2000 TECHNICIAN: RAG CHECKED BY: BCP REVISIONS NO. DATE 1 01/26/2001 2 03/01/2001 3 04/24/2001 4 05/03/2001 6 06/18/2001 SCALES AS SHOWN PROD. NO. 1 DIV. 96371 SHEET NO. 3 OF 15 DRAWING NO. "MASTERR4" Li w U) 1- a 0 w C1 7) U) z 0 r -I Q v H LL H F - Z W 0 H 0 0 DO 0 J W U_ b Z H Q to H t - w Q w Ir U 0 F+- tn 3 W H Cr w m i 0 Z Z H a cc 0 >` 11. H cc U W Z) Z d i a Wilco Convenience Store Site Illumination Plan TMP 045B1 -01 -OA -01000 Sheet 4 of 15 Signed 7/17/01 �_ --_-- -_ _-- -PLAN HOLO CORPORATION IRVINE, CALIFORNIA HOLD CORPORATION � IRVINE, CALIFORNIA PLAN HOLD CORPORATION IRVINE, CALIFORNIA REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR atlC1YNll. L(rl`C. 11F DOJ NY. [1N FUIC.LINf . r_. - .DT1CIr1AN.CMi.RC AOIAlT nN-TUI( I.INC .+ 'x°•�-�" CARRSBROOK SUBDIVIStON LOT 7 PARCEL NO. 045131 -05 -OA -00700 PLAN HOLO CORPORATION • JRVIhIE, CALIFORNIA REORDER BY NUMBER 075AR SITE LIGHTING NOTES 1. Each outdoor Iuminoire which emits 3000 or more initial lumens shalt be a full cutoff luminaire or a decorative luminalre with full cutoff optics. 2. The spillover lighting from parking area luminaires onto public roods and property in rest dentiat or rural areas zoning distrlots shall not exceed one-half (1/2) foot candle. CARRSBROOK SUBDIVISION LOT 5 PARCEL NO. 045131 -05 -OA -00500 DRAWING NUMBER DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE, CALIFORNIA PAN HOLD CORPORATION • IRVINE, CALIFORNIA REORDER BY NUMBER 075AR REOROER BY NUMBER 075AR T� u�r �.. MICHAEL R. AND JAN[CE R. RADCLIFFE CARRSBROOK SUBDIVISIONJAMES 1 3. Site or area lighting fixtures ore noted. Fixtures labeled A-1 DONALD GRUDD ESTATE 3503 MONACAN DRIVE ' LOT 6 aire 250 W units with a mounting height of 20 ft. Canopy lighting MARIE G. CLARKE AND WILLIAM E. CLARKE JR., CHARLOTTESVi,-LE, VIRGINIA 22901 PARCEL NO. 04581-05-OA-00600AS fixtures tabled B-1 are 175W units recessed under the canopy. 3 EXECUTORS Q KPS R3 Q C/0 MARIE G. CLARKE ZONING: WILSON L. AND DOROTHY H. CRITZER [ TYPE 4 , SHORT 3415 Al 3501 MONACAN DRIVE CUTOFF' LUMINAIRE CHARLOTTESVDIAN ILLE,SPRING VIRGINIAA22901 ENTIAL_ PROPERTY USE: RESIDENTIAL CHARLOTTESVILLE, VIRGINIA 22901 ZI ::D 20,000 LM LAMP I t ZONING: R-1 `l -a ZONING: R-1 t ` PROPERTY USE: RESIDENTIAL tt PROPERTY USE: RESIDENTIAL � t 0.0 0.0 0.0 0.0�. - F .0 0.0 0.0 0.0 0.0 0.0 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.10 0.0 0.0 0.0 0.0 0.0 0.0 t o. 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 i,--------lr 0.0 0.0 0.0 0.0 0 ; 0 0 . Q 0. 0 0. 0 0.0 0 z - �T? f3 ---Q � � ) T __0 0E 0 0. 0 0. 0 0. 0 0.0 0.10 0.0 0.0 0.0 0.0 0.0 0.0 010 C� . 0 0't. 0 Q . 0 0. 0 0. 0 o.0 0. 0 0.o o . o 0. 0 0. 0 o . 0 0. 0 LLI z~ cYA EL IJQ 0 513 0 -0 01 0 __=.� F>�-_ 0.0 0-0 0.0 0. G-ov 0--0 0.0 0.0 .0 0.0 (� Q 0.0 0.0 6. C . 0 T • b- 9) . t 8 , `� 0.0 . ( 0 0 0. 0 : eJ- - - _ __-� . o o . 0 0.0 0.0 0-'0 0.0 0.0 0.0 0-- -o- -0-. 0- _O.0 0 . 0.0 0.0 0.0 0.0 o.0 0.0 w A. T. WILLIAMS OIL COMPAIJY. INC. 20 MINIMUM UNDISTURBED I iJ a V) z- _ P.O. BOX 7287 BUFFER/PARKING SETBACK F r F - -�_ , Ir w _ LJ IF F� T�f D R -- IPF 0. 0 0. 0 0. 0 0.0 . 0 U� ( 0. 0 0. 0 .0 0. 0 �fJKI.r(�1 C rr r - -:- I F IN 0 S C t R C ( 1N 2 10. F M F� DE TI L iN JG E� 0. 0 0 . - ? .-0 b , `0. 0 0 . qy 0 : O . ® � . 0 . (0 0. 0 ' 0 : 0 - - = I� TT F r4 1 F j` U : i`f CELT - ( 0 0 :-o - 0 : E3 -o -.op -0 .- 0 0.0 -----_�1_NC_ tJfdCE - - -} SiUf7MWAIER-------- --------------- cr o w ZONING: HC _ EASFMENi ----------------------------- _J L _ 0.0 0.0 0.0 0-0 6.0 W'. 0.0 0-0 • 0 0.0 3) 0.0 0.0 0.0 0.0 0.1 0. 1 . 1 1 0.1 0.1 0. 1 0. 1!0. 1--- O_ 1---0 1 0.1 0-1 0.1 0.1 0. 1 0.1 O : T - -0 •-0- -C) •-o- _Q. 0 0.0 0.0 0.0 0.10 0. 0 0.0 0.0 0 - IX I i \ iii/ 0.0 0.0 0. 0 � 110-.--o 0 0.0 0. 0 - . 0 0. 0 0. 0 0. 1 1 0. 1 0. 1 0. 1 1 0. 1 . 1 0 . '1 / 0. 1 0 r L7. 1 0. 1 %1 0. 1 0. 1 0. 1 0 : 1--0 1---0-.-0 - 9 . C - &,0 -0, Q - 0 0 -0 : +o -fl : « -0--.0 0.0 11 r 0.0 0.0 0.0 0.0; 0,0 .0 0.0 0.0 .0 0. % 1 - JVk IN/ 0: 1 - 1 - Q,_ 0.2 0.?_ 0,2 .2 0.2 0.3 0.3 0.� �.3 0.3 0.?_ 0.2 0.2 �.2_ 0.2 0 0 0.0 0.0 0.10 0.,r0 0.0 0.0 - _ �ii►1\�` . 2 0.2 ��Nl o .1 0(/�1 DI '--- -- 0. 0 0. 0 0. 0 0. 0 0 _ _ _ 0 0 . 0. 0 110 0. 0 i' 0 1 -t #_E � �-�_� ?�_; Q,=_3 8 J B :-�3=� 8= _..i -Q f C7 : qt r:-:7= '�.-= Q-. 4 0. 4 0. 5 0. 5 . 4 0 . � . 1, .0 0.0 0.0 0.(0 0 : 0 0.0 0.0 \�` C ' C) E - - - - W6 IRt IM Alk Nk 1R 1111 M alh 1p Ab AY #1 #Y dM tMY dYy #Yf MY Ab iR #F Nk ik iIY -- 1N 1!E IY -----G ,c - _.. �- _. Y - ---------------------------- 2 ...F. 6' HIGH, - � --�-___ _ � � ?'a _ � Al E', Al �j�.1 ----�_ -._-�_._- -------------- -- _-- I 0.0 0. 0 0. 0 0. 0 c14 EN�Nu0FE%L°EO 0. 0 . 0'--0= 1-__0. 1 2 t SMA ih • 0. 4 2. 5 4 . 3 3 2. 1 3 2 3 Al: 3 3-6 --_1_. t 1.:��-_ Ci_ -6---0. 6- -0: 6= . - =1 _�-- 1 0, 8 __0 8 _ ;--I- -0--0 0.0 C� - ___ 9 -SPACES --r Si23) ------- --- --------------- MID - . --- ---- M0Z 35.0(IEAT PUREAININWALL ` ti 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0 0.1 0.1 0.11 0 GtiTO. 9 1. 6 ?� . 9 5.6 6.3 5.G 5.0 4.9 4. 5 4.5 4.8 3. 8 2 X11' -2 ?J-1- 1. 9 2.0 U, 1'0-1 0. 0 . 0 0. 0 0.0 0.0 SP IAL � O ASPHALT � - 41 -0 - DRIVE 7 AU TDMA 1 [ C o DRIVE Ai i. 0.0 ((�� ((�� (1 n 0 0. 0 0. 0 0. 0 0. 0 0.1 0.1 0.2 0 3 0.5 0.8 1. 5 2.6 4.6 7.5 10. 2 1 1. 6 1 1. 5 1 0. 4 9. 5 9. 0 8.5 7.5 S. 4 3. 6 ., 8 C1� W A1 -) h 1 -Z . 4 3. 5 0. 4 0.1 0.0 ).0 0.0 0.0 0.0 PARCEL NO. 0458 -'A -OP -00900 _ - _ I � N BENJAMIN D. DICKERSON 665 BO tE(D EP&Q0DR 0/110 0. 0 0.0 0.0 0.0 0. 0 0 0. 0.1 0.2 0 3 0.5 0.9 1. 9 3.4 6.8 1 1 1 6 U3 18-86 . 1 Id -9 18.6 1 7. 1 1 3. 9 8.9 5.1 3.2 1 10k 1. 1 .0 1.0 2. 3-% -2'. 1 2• -�d 0.2 0.1 0. 0 0. 0 0.0 0.0 EARLYSVILLE, VIRGINIA 22936 F - 0 0 ®1 0 013(1 i01 ° ° 131 -___-- ON NG: FC ( cn r �): Pat AUloosAL�;O 0.0 0.0 0.0 0.0z 0 O.,�L;0.1 0.2 0 �.5•.1�0 °x 3.9 8.0 14L1 23. �5� ;.0 24 10.017.7 10.3 5.3 3.1 9 5 1 1 .7 .2 3 i_ .0 1J 8 0.3 0.1 0.(0 0.0 0.0 0.0 PROPERTY USE RE U in - J B1 0 0 B1 FUEL B1 " 131 B1 0 a B1 z a - - i I t v i i o 5 t c 3 C w caf,' 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 O O. . 1 0. 0 Q. 1 + 2 4. 0 8. 2 1 5. 7? 1. 8 �� 4 26.4 2 6.7 2 4 .. �3. 3 1 8. 2 1 0. 3 �. 2 3. 1 1. 9 7-1, 3 2. 1 . J Y I: . 7 0. 3 0. 1 0. '1 0. 0 0. 0 0. 0 Cl -00 ® Q ®C N PY ® C7 Q ® U ® 'E IrftnNcE Ld t" V) B1 (� B B1 B1 1131 B1 3 CES 0. 0 0. 0 0. 0 0. °T 1. t�TRT�,ryJlLgir w 1_L =;, 0 0.� 0. 1 0. 1 0 J 8 3. 5 7. 2 1 4. 4H.0 0 21.5 22: b 2 3. 2 21 •. 9 �. 7 1 6. 1 �1. 1 d. 8 2. 8 1. 9 2. 2 1 1� ., n .' 3. 5 4. 5 3. 6 0. 2 0. 1 0. (0 0. 0 0. 0 0. 0 SHALL BE THREE (3) HOUR 0 CD FIRE RATED }� �' N ®B1 ®B1 ®B1 ®B1 ®B1 ®B1 Al ' l � PARCEL N0. 04581 -O5 -OA -01100 0. 0 0. 0 0: 6- 0. 0 0. 0 0. 0 0. (0 0. 0 1'� 0 0. 1 0. 1 0. 1 0 2 9T- 7- 1. 4 2. 6 5. 3 1 0. 1 1 3. 4 1 3. 7 1 3, 5 1 3. 4 1 3. 0 1 3 2 1 1. C 7. I d. 4 2. 5 l. 9 2. 2 3. 4. 3• g )Jral .RG 0[I D UKS� AGO • 6 0.2 0 , F1RAl', -4( 0( •FQGG 0 00 KLEI6aR � vu P.O. BOX 5207 ASPHALT TANKS [ rd I A 22905 _ -li - - - - _ - DF Iv - - - �- �' - . - 1 SPA E l- \ CHARLOTTESVILLE. VIRE 0. 0 0. 0 0. 0 0. 0 0.0- 0 --()--0 . 0 _ 0 1 i,f1. t- 0 0 .� 0. 6 `I .-i t . 9- 3 .-2 5. 5- 7.1 6. 9- C . 3- 6 .� 6. 1 6 . _r . 0 3. 1 2---0- 1-.-7- 1 .-9- 3 . _ - 3.2-z2� i� . ` _ • 5 C1: 1- -d-1- Q -(J- �j- 0- f? (� 0. 0 0 II Cl1` -30' BUILDING LO Al SETBACK LINE Alm l f PROPERTY LJSE: REAL ESTATE OFFICE 1 0. 0 0.0 0-��o . 0 0. 0 0. 0 0. (0 0. 0 .0 0._ --e Z . 0.6 1. 1 1. 9 3, 7 1.9 3.9 2.9 2. 7 2.6 3. 2 4 _@ �J . 0 2. 3 1. 3 1. 0 1. U 1 ,, 8 1. 7 ,� '. , <�(E'.x112' y� 0. 1 0. 0 0. O 0. 0 0. 0 0. 0 i r , DELAWARE S R F S TAg�� ROCK �4-I ITIT41BII MLffl- IIIIIN,y�-< < 4S,- y!�-< j�.-& -0 . -- 0 . -JD : z - -8 1- C�. -: �9 ,, - - . 1 }- t 7 -r , t� C : 5- 0 I -Ei : El-) Q3 { , 5 % -fl-: 2 - - 0 0. 0 0. 0 0--b-&-c- 0 0 0 0 - � 0 -(� -� 0-1-0 -t} 0-: C-3 0 �-E3---0 0' 0 L IMI.TS OF c CONSTRUCTION ( MHnoU 1 <r4 CI - . 0 0.0 (�. 0 '9.0 0.0 0.0 0.0 0.0 0, 0 0.1 U. 1 0.1 0.1 0.1 0.1 0. 1 0. 1 0.11 0.1 C .1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0. 1 0.1 01 � 0.0 0. 0.0 0.0 0.0 0.0 REVISED PROPERTY LINE 10' UTILITY EASEMENT" / PARKING SETBACK LINE f' • ` �-� 1 �?� - - - - - - -- - -- ---- -- ------ ------------ - -- ---- - - -- ---------------------------------------------------• --- - - -- ------ -- - - - ----- - - - - --- - -- -- - - --- - --- ---- -- - Pr Y 1�USOPRLIPEP 1 Y L 1 i - �- - - - - - . 0 0. 0 0. 0 0. 0 O. U O. U 0. 0 0. 0 . U 0. 0 0.0 0. 0 0. 0 0. 0 U. U 0. U (��(1 ). 1 1 U. 1 0. 1 0.11 U. 1 U. O. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 U. 1 U. 1 0. 1 O. U 0, 0 0. 0 0. , �� O. U U. 0 0. 0 16' PASSAGEWAY EASEMENT DEDICATED- Jl� AS RiGHT OF WAY; SERV I CE ROAD - SEM I HOLE LANE 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 0.0 0.0 0.0 0.0 Q.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 R6G.lU off) IOY I6PU_Ar6yZ) 001ozo AO'.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 . U : 0-0-. U, --u : CJ- a . 0.0 .0 0.0 0.U 0.0 0. 0 0.0 0.0 0.0 � i C) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 ,S)._D�._0-0-. _0--__0.9- 9 ,- 9 ©-9. 0 0.o o.0 O 0 C1 ®. o NIH 0. U 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.6' 0• C) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. Q. 0 0.0 0.0 0.0 0-( o. 0 0.0 0.0 0.0 '3El MH O O - MH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 QIH 0 0.0 0-0 0.0 0-0 0-0 0. q 0-0 0.0 0.0 0.0 0.0 0.0 0-0) 0-0 0. 0 0.0 0. 0 r10. 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 0.0 0 I ��1[1 A� �[I��N��IG1 b SIGNS 0 CI BM - ORANGE PAINTED SQUARE SE CORNER OF CURB INLET ELEVATION = 417.10 LUMINAIRE SCHEDULE it Symbol Label City Catalog Number Description Lamp File Lumens LLF ® 131 24 LITHONIA TYPE 111 CANOPY LUMINAIRE 175 WATT METAL HALIDE 88041202.IES 12,000 0.72 Q KPS R3 Q 12,000 LM LAMP J J TYPE 4 , SHORT 250 WATT METAL Al 7 LITHONIA CUTOFF' LUMINAIRE HALIDE 93042103.IES 20000 0.72 (n KSF2 250M R4 ZI ::D 20,000 LM LAMP 0 10 ca �f >- FAI U.S. ROUTE 29 / SEMI NOLE TRAIL SITE LIGHTING - POINT TO POINT FOOT CANDLE LEVELS SCALE: 1" = 20' KSE: SpecForm Premium Cutoff t AL/rNON/A S1i.-Hr/NG+ Typical area of use: Outdoor Lithonia Product Group: Architectural Outdoor General product category: Area Lighting Features: Housing: Rugged, heavy -gauge, aluminum rectilinear housing. All seams are continuously welded for weather -tight integrity. Dark bronze polyester powder finish (DDB) standard; other architectural colors available. Door Frame: Natural, anodized, extruded aluminum frame with mitered corners, retained with two hinge pins and secured with one quarter -turn, quick -release fastener. Integrally designed, extruded silicone gasket provides weather-proof seal between housing and frame. Lens: .125" thick, impact -resistant tempered glass with thermally applied, silk-screened power door shield. Mounting: Extruded 4" (I(SF1/ KSF2) aluminum arm for pole or wall mounting shipped in fixture carton. Optional mountings available. Optics: Anodized segmented reflectors provide superior uniformity and control. All reflectors in KSF1 /KSF2 and KSF3 Type IV are FIXTURE A 1 LGH: Round Lens Typical area of use: Indoor Lithonia Product Group: Gotham General product category: Downtighting Features: Lens: Available with Tempered Prismatic Lens (T73), Concave Holophane Lens (CHL), Flat Fresnel Lens (FFL) or Drop Opal Lens (DOL). Door: Regressed White Door (RW), Stepped Black Baffle (SB) and Flush White Door (FW) are available. Door is retained by two self -aligning, torsion support springs. Reflector: Semi -specular clear anodized aluminum upper reflector. White -painted flange. Electrical System: Prewired, encased -and -potted, tray -mounted ballast module. Die-cast aluminum socket housing designed for effective heat dissipation and positive lamp positioning. Thermally activated Insulation detector. Porcelain socket. Mounting: 16 -gauge galvanized steel mounting frame with thru-wire junction box. Expandable, self-locking mounting bars provide horizontal and vertical adjustment. Listing: Fixtures are I.1L 1572 listed for thru-branch wiring, recessed mounting and wet locations. Listed and labeled to comply with Canadian Standards. 2.0' 10' 0' 20' 40, 60' HORIZONTAL SCALE: 1" = 20' r- �Z ,-'i_° ® 01- 0 <s JX Q V) U < • k-- s.n � r -i X 0 ,-i Ld Z W 60 < IT t/) Ir I I-- In z 0 to < Z 9 cn it Cr U W • � w Q <C Q P J J LU U n U CCt- 0 (n ZI ::D I -Ii > Cn 10 ca �f >- N F --i LA J J > ml ._.i J LL) V) 4 > 0 . I TECHNICIAN: RAG S o C; Lil Q__ m J LIJ = C0 UJU Z --0 CD __ Z LJ r- �Z ,-'i_° ® 01- 0 <s JX Q V) U < • k-- s.n � r -i X 0 ,-i Ld Z W 60 < IT t/) Ir I I-- In z 0 to < Z 9 CHECKED) BY: BCP REVISIONS NO. DATE 11 1/26/2001 4/24/2001 SCALES AS SHOWN PROD. N0. DIV. 96371 SHEET NO. J 4 Or 15 DRAWING NO. IE -1 0 LTJ V) F_ a 0 W C. C r it Cr �I4 Q UIt V) LU U W � CCt- 0 Z ZI ::D I -Ii > Cn 10 ca w i - >:a F --i d:< J o ml - t ~' J DATE:JUNE 6,2000 . I TECHNICIAN: RAG CHECKED) BY: BCP REVISIONS NO. DATE 11 1/26/2001 4/24/2001 SCALES AS SHOWN PROD. N0. DIV. 96371 SHEET NO. J 4 Or 15 DRAWING NO. IE -1 0 LTJ V) F_ a 0 W C. C r Wilco Convenience Store Site Cross -Section Plan TMP 045B1 -01 -OA -01000 Sheet 5 of 15 Signed 7/17/01 PLAN NOC ' r ` '' ,ORATION • IRVINE, CALIFORNIA t � RDER BY NUMBER 075AR �I � � ` t�l►�il��tt� PLAN NOLO CORPORATION - IRVINE, CALIFORNIA PLAN NOLO CORPORATION • IRVINE, CALIFORNIA REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR O H f -- Q H t-. F - z W m H O O m m I W H LL L Z: H Q H I- W Q W CL U O I --- co W H rr W m m z z H Q cc 0 f— !1 H U U7 �+L JMBER IRVINE, CALIFORNIA 075AR 0 Wilco Convenience Stoa e Grading & Erosion Control TMP 045B1 -01 -OA -01000 Sheet 6 of 15 Signed 7/17/01 PLAN HOLD CORPORATION t IRVINE, CALIFORNIA REORDER BY NUMBER 075AR CARRSBROOK SUBDIVISION LOT 7 PARCEL NO. 045131 -0'5 -OA -00700 MICHAE.IL R. AND JANICE R. RADCLIFFE 3503 MONACAN (DRIVE CHARI.-OTT'ESVILLE, VIRGINIA 212901 ZONING: R-1 PROPERTY USE: RESIDENTIAL (IPF �.{yF Site Drainage Ditches Designation Treatment 01 "V" ditch: 3:1 side slopes c� 1' deep; EC -2 lined 02 "V" ditch; 3: i side elolaes 6 1' deep: rip -rap lined; d5o SCALES AS SHOWN set rip -rap in grout, Q maintain irrsgular surface rc "Y" ditch, 3:1 side slopes Q) 1' deep; EC -2 lined 04 "Y" ditch: 3: 1 Side Slapas 1' deep; EC -2 lined 07 CST)' to LLli tx U) a j CD 14 U) U_' rT C17 rr L1 J ua 2- t -i Lli ....... ... 20 L,F,, 6' HIGH . } w, SCREENING FENCE: 412 N PARCEL NO. 04581 -05 -OA -00900 i3 k BENJAMIN D. DICKERSON {p. 665 BRIDLEPATH DRIVE � EARLYSVILLE. VIRGINIA 22936 1. ' ZONING: HC ; PROPERTY USE:: RETAIL AUTO SALES NOTE:, NORTH BUILDING M'A'LL �. SHAdL BE THREE (3) HOUR { FIDE RATED Ae ) f \ t a Qe%�i,Ydl :10142 AM � y ~ lj ;t• PLAN HOLD CORPORATION ® IRVINE, CALIFORNIA I -_" i I PLAN HOLO CORPORATION IRVINE, CALIFORNIA REORDER BY NUMBER 075AR PLAN HOLD CORPORATION 4 IRVINE, CALIFORNIA REORDER BY NUMBER 07BAR ` :.•_ ,_ •• .'-�' ." `--°- REORDER BY NUMBER 075AR PLAN CALIFORNIA UMBER REORDER BY N 7 D 5AR oFj to �(, / / �0 t� CARRSBROOK SUBDIVISION F. LOT 6 Q PARCEL NO, 04561 -05 -•OA -00600 WILSON L. AND DOROTHY H. CRITZER 3501 MONACAN DRIVE CHARLOTTESVILLE, VIRGINIA 22901 4F-3 w ! ZONING: R-1. ( �RROPERTY USE: RESIDENTIAL! rt'� i,. 414 --- --�-- - - 1Ci 4112• in A� \ C409 Y 41V �`.�,•�• i \••---,112 '\ ��__ ' '_ `- -_ .-. .�.'..,. — , a .- � ....... . r.-.. — .+.. :--`Kota•: r �:-.y :: f :....... . ..... .' - . - .: 9'-� r: r►: as; C'. _ • . ��; � C.,...Q., q.,r-_ .... , � :::•e•s :-rs :ss : sT: •'._ • � - ... �- -• :, , ,.,., r'•u , , — T , ......................... ........-.1:a)- -RCP"STORM /* TEMPORARY SEDIMENT TRAP SCALE : 1" = 20' A)\ Site Drainage Ditches Designation Treatment 01 "V" ditch: 3:1 side slopes c� 1' deep; EC -2 lined 02 "V" ditch; 3: i side elolaes 6 1' deep: rip -rap lined; d5o SCALES AS SHOWN set rip -rap in grout, Q maintain irrsgular surface 03 "Y" ditch, 3:1 side slopes Q) 1' deep; EC -2 lined 04 "Y" ditch: 3: 1 Side Slapas 1' deep; EC -2 lined Y, 29;3 LP,'e,N CARRSBROOK SUBDIVISION LOT 5 PARCEL NO. 045131 -05 -OA -00500 JAMES DONALD GRUBB ESTATE MARIE G. CLARK:E AND WILLIAM E. CLARKE?. JR., AS EXECUTORS C/0 MNRIE G. CLARKE :3415 INDIAN SPRING ROAD CHARLOTTESVILLE, VIRGINIA 22901 ZONING: R.-1 PROPERTY USE: RESIDENTIAL \i \I 1 _ 4014 PRPr'OSCD PR06EhTy )' IL. rEC �--r . "' -- IPFsE.s IPF\ _2 DIT >- T� -- ..- �,..,.,...,r...,,.-T-s---.-., 3/ ,,,,,,.,,.- 'L.•.., 01 MWAT � �"`_- ........:,............. .._ _.. " ".n+.+.r�-. -- .�r�..q,i,wr_ A ^•...'�+.. r-.°""/ y�"q„�� 't17i�t: l::`i_. ;. ��L I. .ir ' "_-•_. _i•. _,,.,- s E 71 Q TC - - - -._=: :�,.�.� 4_, �— ,172 - 44 t .. _ , . D rrCH- _ 1.7-�.:_,-� '1 — ....................... ,.........� .�.. 7 1 fi R SF AUTOMATIC _ + �r V C3A0w,q`aH I ---- � F, F — 425,150 }ll CO 1a(IC0 E 111 cc °i= -a -'i Q 1 L' _j ► �� • J Q_ LU S _ r 1 a><tip. UMDEI'1 '. (�ROUI�lD i PARCEL NO. 045B1--05--ISA-01100 I I r E E 1 ' 1 I r 'I, FUEL STORAGE I + \F RANK A. OR PEGGY B. KESSLER TANKS P.O. 'BOX 6207' f I l I L ._ _ JT. ► CHAR!_OTTESVILLE, VIRGINIA 22905 L . 1 �.--422.02 �:. — L_ .- _ .1 / t 1 - 1 ;ZONING: CO `• ;3TAROING --, 4.' �^ PROPERTY`-.USI3: iREAL ESTATE OFFICE TE DT .7,: 0:J ST/v 18+1.7, 08 Qlirl 's -- SF ) �F t ' c _ CI IIP �' .. ... .. d'YfA <<' v) PUBLIC UTILITY E DEMENT, DRAINAGE: EASEMENT l; MH & 'SIGHT EASEMENT 0 PARKING SETBACK LINE \`-18, PASSAGEWAY EASEMENTI ..lD1.❑ICATED................... .............. .•......................... .:.7�.!,��..,? a_!f•..-...:.. AS RIGHT OF WAY;S{:_R�+TCI ROA() SEMINOLE�. LANE: ` %1k � RIGHT OF WAY DEDICATE[): i 0. 121 AC. Z. _ f cy 1 -. (( jj T 1<,i1 X 4, „� .. - . _--•.._- ..�'' `�``',. :co- ..,.._..� .. . BM -- ORANGE PAINTED SQUARE 20' 10 ' 0 ' 20 " 40' 60' SE CORNER OF CURB INLET ELEVATION = 417, i0 L Initial Site Clearing and Grading Phasau , HORIZONTAL SCALE': 1 = 20 Immediately upon clearing the site within the limits of CONTOUR INTERVAL: 2.0 FT. construction, a temporary sediment trap shall be constructed where indicated on the plan to the dimensions shown in compliance with the general construction epecifl,aations provided an the plans. The temporary 'sediment trap shall tie maintained as specified, Site silt fence and inlet/outlet protection for existing stormwater structures shell bo placed as soon thereafter as possible. Upon completion of or concurrent: with the above work" the paved construction entrance shall be installed in compliance with the specifications provided on plan sheet 15 of 15. Notice the required Swale in the paved construction entrance d to1 1. The proposed Swale in the construction entrance shall lie in and follow the alignment of the temporary diversion ditch shown on the grading plan to direct sediment laden runoff from thu disturbed area/site to the temporary sediment: trap. The on-site stormwater management and eras lon/sediment: control features, to include the temponary ieedimsnt trap and diversion ditch. shall remain in place. throughout the inntaIlution of the noir storm sewer between structure ST. -04 through ST.- 08 and completion of other site utilities such as sanitary sewer In the utility easement. As much work as possible sho-rld be acccimplished on-site before It would bei necessary to remove the temporary diversion dike and temporary sediment trap. These temporary features shall be replaced with the permanent send filter, and the on-site stormwater collection system, whereupon the new structures shall be protected) from sedimentation ]by the installation tit inlet protection features, or other methods, designed to keep sediment out of said pipe and structures in particular the stai,mweter treatment sand filter. Z�, Construrtion 'Spec Ificat:lons 1. The eras under the embankment fahall be cleared. grubbed and stripped of any vegetation and root teat. 2 Fill materiel for the embankment shall dt free of roots is or other woody vegetation. organic materhal, large stones and other objectionable material, The embankment should be compacted in 6• -inch layers by traversing with construction equipment. 3. The earthen embankment shall be seeded With temporary or permanent vegetation (sea Std, &Sp Spec.'s 3.31 and 3.32) immediately after installation. 4. Construction operations elnall be carried out In such a manner that erosion and water pollution are minimized. 5. The structure shall be removed and the area stabilized when the upslope drainage area has been ntabil.ized. 6. All cut, and fill elopes shall be 2: 1 or I'latter (except for excavated, wet storage area which malt be at a maximum is i grade) , U,S, ROUTE 29 ,/ SEMINOLE TRAIL Maintenance 1. Sediment shall be raminved and the trap restoreid to its orig.lnal dimensions when the sediment has accuimulated to ona htitf the design volume of the wet storaige. Sediment removal from the basin shall be depoeaited in a suitable area and im such a manner that it wiail not erode and cause sedimentation problems. 2. Filter stone shall tie regularly checked to emeeurs that filtration pert'ormance is maintained. Stone inhoked with sediment shall be removed and cleaned or replaced. 3. The structure shouldl be checked regularly to innsure that it ie structurally sound and has not been damaged by erosion or construction equipment. The heilght of the ratans autleit should be checked to endure 'lthat its center is at least i foot below the top sof thin embankment. Z�, 1.31opes above the retaining 'wall shall tie considered as "'severe slope conditions" and restored per the details provided on Sheet 15 of 15 for such conditilons. The General Contractor shall, also reference the "Si.te/Landscaping Plan", plan Sheet 2 of 15, for specific landscaping requilred on the designated severe sRope conditions. /S\ Paved Construrtion Entrance The General Contractor shall utilize the proposed four (4) inch diameter waiter service line and either of the two 0- 1 ti2")d service Eines to set: up the wash down assembly Specified on the standard detehJ . A minimum of a 1'J� bellcock shut-off valve supplying a wash hose with a diameter of i 1/2'Ofar adequate constant pressure to wash construction vehicleo on -este before carrying sediment into the right-of-way. Wash water shall be carried away from the entrance to an approved settling area (temporary sediment tri to remove sediment, ediment, Ail sediment ehaIl be prevented from entering storm drains, ditches or water courses. DATE 1 4 '1 1 c� Llj 4 \ 6 t SCALES AS SHOWN <( Q Y, 29;3 LP,'e,N CARRSBROOK SUBDIVISION LOT 5 PARCEL NO. 045131 -05 -OA -00500 JAMES DONALD GRUBB ESTATE MARIE G. CLARK:E AND WILLIAM E. CLARKE?. JR., AS EXECUTORS C/0 MNRIE G. CLARKE :3415 INDIAN SPRING ROAD CHARLOTTESVILLE, VIRGINIA 22901 ZONING: R.-1 PROPERTY USE: RESIDENTIAL \i \I 1 _ 4014 PRPr'OSCD PR06EhTy )' IL. rEC �--r . "' -- IPFsE.s IPF\ _2 DIT >- T� -- ..- �,..,.,...,r...,,.-T-s---.-., 3/ ,,,,,,.,,.- 'L.•.., 01 MWAT � �"`_- ........:,............. .._ _.. " ".n+.+.r�-. -- .�r�..q,i,wr_ A ^•...'�+.. r-.°""/ y�"q„�� 't17i�t: l::`i_. ;. ��L I. .ir ' "_-•_. _i•. _,,.,- s E 71 Q TC - - - -._=: :�,.�.� 4_, �— ,172 - 44 t .. _ , . D rrCH- _ 1.7-�.:_,-� '1 — ....................... ,.........� .�.. 7 1 fi R SF AUTOMATIC _ + �r V C3A0w,q`aH I ---- � F, F — 425,150 }ll CO 1a(IC0 E 111 cc °i= -a -'i Q 1 L' _j ► �� • J Q_ LU S _ r 1 a><tip. UMDEI'1 '. (�ROUI�lD i PARCEL NO. 045B1--05--ISA-01100 I I r E E 1 ' 1 I r 'I, FUEL STORAGE I + \F RANK A. OR PEGGY B. KESSLER TANKS P.O. 'BOX 6207' f I l I L ._ _ JT. ► CHAR!_OTTESVILLE, VIRGINIA 22905 L . 1 �.--422.02 �:. — L_ .- _ .1 / t 1 - 1 ;ZONING: CO `• ;3TAROING --, 4.' �^ PROPERTY`-.USI3: iREAL ESTATE OFFICE TE DT .7,: 0:J ST/v 18+1.7, 08 Qlirl 's -- SF ) �F t ' c _ CI IIP �' .. ... .. d'YfA <<' v) PUBLIC UTILITY E DEMENT, DRAINAGE: EASEMENT l; MH & 'SIGHT EASEMENT 0 PARKING SETBACK LINE \`-18, PASSAGEWAY EASEMENTI ..lD1.❑ICATED................... .............. .•......................... .:.7�.!,��..,? a_!f•..-...:.. AS RIGHT OF WAY;S{:_R�+TCI ROA() SEMINOLE�. LANE: ` %1k � RIGHT OF WAY DEDICATE[): i 0. 121 AC. Z. _ f cy 1 -. (( jj T 1<,i1 X 4, „� .. - . _--•.._- ..�'' `�``',. :co- ..,.._..� .. . BM -- ORANGE PAINTED SQUARE 20' 10 ' 0 ' 20 " 40' 60' SE CORNER OF CURB INLET ELEVATION = 417, i0 L Initial Site Clearing and Grading Phasau , HORIZONTAL SCALE': 1 = 20 Immediately upon clearing the site within the limits of CONTOUR INTERVAL: 2.0 FT. construction, a temporary sediment trap shall be constructed where indicated on the plan to the dimensions shown in compliance with the general construction epecifl,aations provided an the plans. The temporary 'sediment trap shall tie maintained as specified, Site silt fence and inlet/outlet protection for existing stormwater structures shell bo placed as soon thereafter as possible. Upon completion of or concurrent: with the above work" the paved construction entrance shall be installed in compliance with the specifications provided on plan sheet 15 of 15. Notice the required Swale in the paved construction entrance d to1 1. The proposed Swale in the construction entrance shall lie in and follow the alignment of the temporary diversion ditch shown on the grading plan to direct sediment laden runoff from thu disturbed area/site to the temporary sediment: trap. The on-site stormwater management and eras lon/sediment: control features, to include the temponary ieedimsnt trap and diversion ditch. shall remain in place. throughout the inntaIlution of the noir storm sewer between structure ST. -04 through ST.- 08 and completion of other site utilities such as sanitary sewer In the utility easement. As much work as possible sho-rld be acccimplished on-site before It would bei necessary to remove the temporary diversion dike and temporary sediment trap. These temporary features shall be replaced with the permanent send filter, and the on-site stormwater collection system, whereupon the new structures shall be protected) from sedimentation ]by the installation tit inlet protection features, or other methods, designed to keep sediment out of said pipe and structures in particular the stai,mweter treatment sand filter. Z�, Construrtion 'Spec Ificat:lons 1. The eras under the embankment fahall be cleared. grubbed and stripped of any vegetation and root teat. 2 Fill materiel for the embankment shall dt free of roots is or other woody vegetation. organic materhal, large stones and other objectionable material, The embankment should be compacted in 6• -inch layers by traversing with construction equipment. 3. The earthen embankment shall be seeded With temporary or permanent vegetation (sea Std, &Sp Spec.'s 3.31 and 3.32) immediately after installation. 4. Construction operations elnall be carried out In such a manner that erosion and water pollution are minimized. 5. The structure shall be removed and the area stabilized when the upslope drainage area has been ntabil.ized. 6. All cut, and fill elopes shall be 2: 1 or I'latter (except for excavated, wet storage area which malt be at a maximum is i grade) , U,S, ROUTE 29 ,/ SEMINOLE TRAIL Maintenance 1. Sediment shall be raminved and the trap restoreid to its orig.lnal dimensions when the sediment has accuimulated to ona htitf the design volume of the wet storaige. Sediment removal from the basin shall be depoeaited in a suitable area and im such a manner that it wiail not erode and cause sedimentation problems. 2. Filter stone shall tie regularly checked to emeeurs that filtration pert'ormance is maintained. Stone inhoked with sediment shall be removed and cleaned or replaced. 3. The structure shouldl be checked regularly to innsure that it ie structurally sound and has not been damaged by erosion or construction equipment. The heilght of the ratans autleit should be checked to endure 'lthat its center is at least i foot below the top sof thin embankment. Z�, 1.31opes above the retaining 'wall shall tie considered as "'severe slope conditions" and restored per the details provided on Sheet 15 of 15 for such conditilons. The General Contractor shall, also reference the "Si.te/Landscaping Plan", plan Sheet 2 of 15, for specific landscaping requilred on the designated severe sRope conditions. /S\ Paved Construrtion Entrance The General Contractor shall utilize the proposed four (4) inch diameter waiter service line and either of the two 0- 1 ti2")d service Eines to set: up the wash down assembly Specified on the standard detehJ . A minimum of a 1'J� bellcock shut-off valve supplying a wash hose with a diameter of i 1/2'Ofar adequate constant pressure to wash construction vehicleo on -este before carrying sediment into the right-of-way. Wash water shall be carried away from the entrance to an approved settling area (temporary sediment tri to remove sediment, ediment, Ail sediment ehaIl be prevented from entering storm drains, ditches or water courses. IZ) r - IJ N 4 Z E� S _jj I� CC 0 t3 '4; a- C) _j � UJ _1 N' LO I' r S— 0 Z r�-- 0 Z €-•3 a__j CD Cc CZ .&�? { D CD 0 �< CD t_1® F-1 CID CT) CD CC LJ DATE: JUNE 6,, 2000 TECHNICIAN: RAG CHECKED BY: BCP 1 NO. DATE 1 4 /(1) 03/01/20101 c� Llj 4 05/0:3/2001 6 LLI SCALES AS SHOWN <( Q L _,) J Q) °e3 CST)' to LLli U) a j CD 14 U) U_' rT C17 rr L1 J ua 2- t -i Lli IZ) r - IJ N 4 Z E� S _jj I� CC 0 t3 '4; a- C) _j � UJ _1 N' LO I' r S— 0 Z r�-- 0 Z €-•3 a__j CD Cc CZ .&�? { D CD 0 �< CD t_1® F-1 CID CT) CD CC LJ DATE: JUNE 6,, 2000 TECHNICIAN: RAG CHECKED BY: BCP 1 NO. DATE 1 01/2(3/201)1 2 03/01/20101 3 04/29/201)1 4 05/0:3/2001 6 06/18/2001 SCALES AS SHOWN PROD. NO. I DI'V . j 96371 I) SHEET NO, 6 OF f5 DRAWING NO. "PIASTERR4" is U) ;z i w - CJ LLI a: M c h3 LL. �-i F-• a7• L1 0 �•r C) C-) CC) 0 El H LL. C�) 3 Cl" 0 U) ri LU I-• LLJ C:) 1) U) LLJ ra Lr: a1 CC1 C r) H CI: C`l h -- C1_ hi C,) n r1,541a.. 410 NOTE: w u1 Wilco Convenience Store w Lu YPE 'A' (DEADEND) Utilities Plan - Water & San. Sewer BLOW -OFF ASSY. INSIDE FACE OF MANHOLE TMP 045B1 -01 -OA -01000 GENERAL CONTRACTOR SHALL BE ADVISED THAT r_ Sheet 7 of 15 w +, coAN Signed 7/17/01 GENERAL CONTRACTOR SHALL REMOVE APPROXIMATELY 325 L.F. OF THE 3W I cn In PLAN HOLD CORPORATION • IRVINE, CALIFORNIA O + EY: (O J REORDER BY NUMBER 075AR THE ESTIMATED PEAK WATER DEMAND (FLOW RATE) IS 20 GPM, EXISTING CURB AND GUTTER ALONG THE SERVICE ROAD IN CONJUNCTION D m Lu (u - z I- m v s rn M LL LOT 7 VALVES 440 2-3z\ fV > I- a O USE 1-1/2' DIA. TYPE 'K' <C (`Enw �w 400 LOT 5 WQ> F_>coWH =E_ M W ti W WI -- J (7Q= zQ X((nn= PARCEL NO. 04581 -O5 -OA -00500 POS OW ru > h 3= x F- CL r- MICHAEL R. AND JANICE R. RADCLIFFE LU ® 0+ cco LLJ L) POLYETHELYNE (200 PSI RATED PE) ROLL PIPE BUILDING SERVICE WAY SHALL BE INSTALLED IN ADDITION TO THE REPAIR OF EXISTING z LOT 6 MARIE G. CLARKE ANO WILLIAM E. CLARKE JR., pti�QQ� O� 0p Q) a r 43 J PAVEMENTS AS SPECIFIED. SEE TYPICAL PAVEMENT SECTION DETAIL FOR CHARLOTTESVILLE, VIRGINIA 22901 f PARCEL N0. 04581 05 -OA -00600 + AS EXECUTORS 390 01 I.0 . 0 CAR WASH BETWEEN THE SPECIFIED WATER METER AND THE BUILDING THE PAVEMENT WIDENING OF EIGHTEEN (18) FEET. ZONING: R-1 LO �u z 3611 MIN. C VERO ~ 10 00 1 10--60 n r1,541a.. 410 NOTE: w u1 I w Lu YPE 'A' (DEADEND) IS THE DISTANCE FROM 1-1/2" OTA. METER BLOW -OFF ASSY. INSIDE FACE OF MANHOLE W/ METER VAULT GENERAL CONTRACTOR SHALL BE ADVISED THAT r_ w H w +, coAN J GENERAL CONTRACTOR SHALL REMOVE APPROXIMATELY 325 L.F. OF THE 3W I cn In IN THE MAIN MAY EQUAL OR „� O + EY: (O J - SHALL CONFIRM THE THE ESTIMATED PEAK WATER DEMAND (FLOW RATE) IS 20 GPM, EXISTING CURB AND GUTTER ALONG THE SERVICE ROAD IN CONJUNCTION CARRSBROOK SUBDIVISION EXCEED in r x t C RB & GUTTER UJ WITH THE RELOCATION OF THE RIGHT-OF-WAY. APPROXIMATELY 530 L.F. LOT 7 VALVES ~ CARRSBROOK SUBDIVISION or DIP WATER USE 1-1/2' DIA. TYPE 'K' <C (`Enw �w 400 LOT 5 NO =E_ M W ti W WATER METER ® IMPROVEMENTS SHALL BE INSTALLED IN THE NEW RIGHT-OF-WAY SHOWN. }---� PARCEL NO. 04581 -O5 -OA -00500 POS ti 0 Ez (0 CL r- MICHAEL R. AND JANICE R. RADCLIFFE ® ® 0+ cco LLJ L) POLYETHELYNE (200 PSI RATED PE) ROLL PIPE BUILDING SERVICE WAY SHALL BE INSTALLED IN ADDITION TO THE REPAIR OF EXISTING 3503 MONACAN DRIVE LOT 6 MARIE G. CLARKE ANO WILLIAM E. CLARKE JR., pti�QQ� O� 0p Q) a r CL r LINES SHALL BE PROVIDED FOR BOTH THE CONVENIENCE CENTER AND PAVEMENTS AS SPECIFIED. SEE TYPICAL PAVEMENT SECTION DETAIL FOR CHARLOTTESVILLE, VIRGINIA 22901 f PARCEL N0. 04581 05 -OA -00600 + AS EXECUTORS 390 inw CAR WASH BETWEEN THE SPECIFIED WATER METER AND THE BUILDING THE PAVEMENT WIDENING OF EIGHTEEN (18) FEET. ZONING: R-1 LO �u w(n m ~ 10 00 1 10--60 iii 430 WE 2" MIN. EPER TION 410 PAVEMENT AREA (LIGHT SHADING) RESTORATION OF EXISTING PAVEMENT SHALL INCLUDE MILLING AND OVERLAYING EXISTING ASPHALT PAVEMENT. APPROXIMATELY 140 S.Y. REQUIRED AT SEWER CROSSING DRAWING NUMBER PLAN HOLD CORPORATION . IRVINE, CALIFORNV REORDER BY NUMBER 075AR CAR WASH NOTE: -H (T ® NOTE: 1-1/2 DIA. PE WATER LINE TO CAR WASH Lu YPE 'A' (DEADEND) IS THE DISTANCE FROM 1-1/2" OTA. METER BLOW -OFF ASSY. INSIDE FACE OF MANHOLE W/ METER VAULT GENERAL CONTRACTOR SHALL BE ADVISED THAT r_ WI VALVE BOX MANHOLE. SLOPES SHOWN coAN AUTOMATIC CAR WASH ASSEMBLY SHALL BE: INSTALLED BY THE OWNER. GENERAL CONTRACTOR SHALL REMOVE APPROXIMATELY 325 L.F. OF THE 6� °' Q WATER PRESSURE IN THE MAIN MAY EQUAL OR „� O + EY: (O o SHALL CONFIRM THE THE ESTIMATED PEAK WATER DEMAND (FLOW RATE) IS 20 GPM, EXISTING CURB AND GUTTER ALONG THE SERVICE ROAD IN CONJUNCTION CARRSBROOK SUBDIVISION EXCEED 100 PSI. APPROPRIATE PRESSURE REDUCING oz C RB & GUTTER UJ WITH THE RELOCATION OF THE RIGHT-OF-WAY. APPROXIMATELY 530 L.F. LOT 7 VALVES SHALL BE INSTALLED IN THE CONVENIENCE CARRSBROOK SUBDIVISION or DIP WATER USE 1-1/2' DIA. TYPE 'K' OF NEW CURB AND GUTTER, STORM SEWER AND OTHER UTILITY PARCEL NO. 04581 -05 -OA -00700 CENTER AND CARWASH BUILDINGS. LOT 5 NO J < WATER METER ® IMPROVEMENTS SHALL BE INSTALLED IN THE NEW RIGHT-OF-WAY SHOWN. }---� PARCEL NO. 04581 -O5 -OA -00500 POS ti 0 Ez W APPROXIMATELY 620 S.Y. OF NEW PAVEMENT SECTION IN THE RIGHT -OF- MICHAEL R. AND JANICE R. RADCLIFFE CARRSBROOK SUBDIVISION JAMES DONALD GRU86 ESTATE CJ LLJ L) POLYETHELYNE (200 PSI RATED PE) ROLL PIPE BUILDING SERVICE WAY SHALL BE INSTALLED IN ADDITION TO THE REPAIR OF EXISTING 3503 MONACAN DRIVE 420 i— LOT 6 MARIE G. CLARKE ANO WILLIAM E. CLARKE JR., pti�QQ� O� 0p Q) I- LINES SHALL BE PROVIDED FOR BOTH THE CONVENIENCE CENTER AND PAVEMENTS AS SPECIFIED. SEE TYPICAL PAVEMENT SECTION DETAIL FOR CHARLOTTESVILLE, VIRGINIA 22901 f PARCEL N0. 04581 05 -OA -00600 + AS EXECUTORS inw CAR WASH BETWEEN THE SPECIFIED WATER METER AND THE BUILDING THE PAVEMENT WIDENING OF EIGHTEEN (18) FEET. ZONING: R-1 C/O MARIE G. CLARKE w(n CONNECTION, USE 1.5 INCH DIAMETER PE PIPE FOR THE SITE PIPING. ~ WILSON L. AND DOROTHY H. CRITZER 3415 INDIAN SPRING ROAD CD USE 1.5 INCH DIAMETER TYPE "K" SOFT COPPER BETWEEN THE FOUR (4) 3501 MONACAN DRIVE � >_ U) INCH MAIN AND THE SPECIFIED WATER METER. A 1.5 INCH DIAMETER WATER CONNECTION DETAIL t.;,, .-_ CHARLOTTESVILLE, VIRGINIA 22901 a CHARLOTTESVILLE, VIRGINIA 22901 � LL1 TURBINE STYLE WATER METER WILL BE REQUIRED FOR THIS SERVICE. COORDINATE SERVICE REQUIREMENTS WITH THE ALBEMARLE COUNTY SERVICE WATER AND SEWER AUTHORITY. BACKFLOW PA TION DEVIL1�1 THE GENERAL CONTRACTOR SHALL INSTALL A BACKFLOW PREVENTION DEVICE YN BOTH THE CONVENIENCE CENTER BUILDING AND CAR WASH TO PROTECT 7'HE PUBLIC WATER SUPPLY. THE UNIT SHALL BE INSTALLED IN A LOCATION ACCESSIBLE FOR THE; REQUIRED, PERIODIC SERVICE AND MAINTENANCE AND CERTIFICATION. A REDUCED PRESSURE ZONE BACKFLOW PREVENTOR, SIMILAR TO THE SERIES 909 AS MANUFACTURED BY WATTS INDUSTRIES, INC. SHALL BE INSTALLED IN THE CONVENIENCE STORE AND CARWASH BUILDINGS. CURB to v) -H (T 05/14/2001 1-1/2 DIA. PE WATER LINE TO CAR WASH Lu YPE 'A' (DEADEND) IS THE DISTANCE FROM 1-1/2" OTA. METER BLOW -OFF ASSY. INSIDE FACE OF MANHOLE W/ METER VAULT 4' DIA. GATE VALVE TO INSIDE FACE OF r_ WI VALVE BOX MANHOLE. SLOPES SHOWN 400 ARE BASED ON LENGTH w° 4rF r4 'Z4 6� °' Q SHOWN. r° COH� 9 /pF „� O + EY: (O o GV SHALL CONFIRM THE 2-GY s °RF NSF L"MJ Jz LJ! f l B 1 CI C) oz C RB & GUTTER ® 1-1/2' DTA. CORP. STOP; C1 r 4" DIA. TAPPING SADDLE PER ACSA or DIP WATER USE 1-1/2' DIA. TYPE 'K' LINE SOFT COPPER SERVICE LINE Aft r TO METER BOX THE GENERAL CONTRACTOR SHALL INSTALL ONE (1) STANDARD BLOW -OFF ASSEMBLY WHERE INDICATED ON THE PLANS. REFERENCE ALBEMARLE COUNTY SERVICE AUTHORITY WAITER AND SEWER STANDARDS AND SPECIFICATIONS FOR MATERIALS AND INSTAILLATION GUIDE LINES. ESTIMATED FIRE FLOW IN PROJECT VICINITY f< IS 3,500 GPM @ 20 PSI (RESIDUAL) . i t 1 t t ZONING: R-1 ZONING: R-1 GREASE TRAP <J 2a0 UNU --- �- f \ \ GREASE TRAP EQUIVALENT OR OTHER SETTLING/ � (n j iSTUF48ED' B i PARKING SEfbml __- �'F� ER/_ 41 FROM AESIDENT`Idi.._OM NIN....-_ �OU { r _ 50 ' BUxi.;fT Nf. FROM<:i;8nr;?C.:,; :';:: _ l PARCEL NO. 04581 -05 -OA -00900 a BENJAMIN D. DICKERSON �It Tro ,665,< BRIDLEPATH DRIVE to 0 L M r. EALYSVILLE, VIRGINIA 22936 > ff a ZONING: HC CO a, _JLL u (*I U) z m (n SSO4 STA= 15+38.67 SSO1 STA" 10+00.00 . - -- -PAVEMENT EXISTPNG A.NP E. _ c .c , _ I� RLPAIR Ss-- 01 _ � - � gid. ;r?� � v LIMITS. OF• `\1 __- 1 as A PAV' ME1VT ;z __ .. SIDE ' EPAIR, rT LIMITS OFwCONSTRUCT� ON _, - -. .® f � = Y.< 10 LF C15-6 ;c. f£ } F r ' s . ... -O .. s.' Ss , SAN. SEWER li _. . MH 03) SEE o PAVEMENT ..,o.",.,.... , __ .... .. ._ .__ .. _:.... 77MITETS._.OF. REPAIR . . n E_ .- ..�,,. , _ TAIL - 1._> ` . I -..._....._ 3 � a �3NG SS02 STA= 10+36.19 e<P ; i t . 10 HA (,s a-: I f�E,?',N �i `�1.O , SS03 STA= 14+10.00 DEFL. LT - 85' E S E. :' 1.t; ;'`r'. f -):, DEFL. LT 26° 0 o) m n On L6 otio .Ujuj LU 440uj W ED AS PART OF THE CAR WASH EQUIPMENTRAND DINSTALL A C \\ +' PER THE MANUFACTURER'S RECOMMENDATIONS. U) SEE BUILDING PLANS FOR CAR WASH. AL1 CL (1;"04 5.1 0r3 OA -h 1000- :: , F' MMS -OIL-'COMPANY,::. ANG #_ 1. Z z _ Ct M,- -NORTH CAROL-IaNA`:C7"zC9..h,-.-` LU _ c > , W t � f _ -. 2,- b p_ ............... SE; ENTAL BLOCK-_`-., RET NING WALL( AUTOMATIC w CARWASH y $ U) F.F. 425:50 T - `* - - -- 1 0 r T' CO f 1 PARCEL NO. 04581 05 -OA -01100 os UELry Q I FRANK A. OR PEGGY B. KESSLER ?0,A .. IS AND _ I �y <� o i 1 P.O. Box 5207 T I c� CAN PY y „n L� A j"i y ��I t - i`. 1 i 7 CHARLOTTESVILLE, VIRGINIA 22905 4 i I' I I �, i I r I n fir] ZONING: CO E A°, PAVEMENT AREA (LIGHT SHADING) RESTORATION OF EXISTING PAVEMENT SHALL INCLUDE MILLIING AND OVERLAYI''''G EXISTING ASPHALT PAVEMENT, APPROXIMATELY 1000 S.Y. REQUIRED AT SEWER CROSSING �UNPERGROUND I `. .�.� CD x203 F 1.5"i ! i w1 FUFL STORAG 1 IL .1NE PE W TERLINE i I B -) t T,Aj4K t w `5 10 UTILI EASEMEN_- 0' BUILDING= a 0) TBACK LINE _ :� SIG 1 1111 JillCO I` B" '17AN. SEWER STUB OUT (U RSI -G � _ I, _ SS05 STA= 18+17.08 >- B/L ............. ..... ......,-SEE,,NI.ATEALZNCCO.NNECTION.,C?ETAIL................. MH 05 `S'��®�� € 0- LE >� y it DIP WATERLINE'S _ ` _ _ ` g..s V GE R0�(D S�MSNQtE • LA�J F, . `. ,, tet• r� sco (�� i...LMITS flF PAVEMENT REPAIR ;' �' ..� o� tw- . t• . ,M F GV 02 - W _.-,. s -d ,. z ��y i x-18' PASSAGEIA EASEMENT DEDICATED D LJ t WL 15 LF 6 : DIP WATERLZNE t # t /' AS RIGHT OF WA`s, h !' 01 ' _- V. ._ RIGHT OF WAY DLOTCATED: 0.121 AC. - 7 f�3 '1 , SCALE � 7 , _ PLAN I"= 30 .n lJ J 1 - 12x12x6" TAPPING SLEEVE PROFILE z BM - ORANGE PAINTED SQUARE 1 - 6' TAPPING VALVE W/ VALVE (30X U,S, ROUTE 29 / SEMINOLE TRAIL" SE CORNER OF CURB INLET 1 - THRUST BLOCK HORIZ 1 = 3O ELEVATION = 417.10 NOTE: RWSA CONSTRUCTION PERMIT VERT 1 " = 10' 11-111 -t•1 — I1 I9 I-11 11A Tf'nl TAIL r v to v) -H (T 05/14/2001 440 L— [17 (i Lu r IS THE DISTANCE FROM a INSIDE FACE OF MANHOLE W TO INSIDE FACE OF U) MANHOLE. SLOPES SHOWN 400 ARE BASED ON LENGTH F� E V I S I O N S SHOWN. C O + EY: (O o w SHALL CONFIRM THE Jz LJ! f l B 1 CE C) oz 2 03/01/2001 C1 r or U] Ha W 430 CD z Aft r }---� (ia- LlJ ti 0 Ez W _ M < W 01 LLJ L) 0 W 420 i— OF COVER ON UTILITY U1 LINES.] ww inw H w(n ~ :IT 43 2 00 CL OD m In 11 In��® ! PE 3.65%� N te r- • iB" MIN. SEP RATION En 0 0 ui 12" MIN. SEP g x Z(00 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE - COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. O CL r Q 0" d V THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY o CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. v V M O CD O O' M 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, z ~' u) un OIL w SURVEY. n A 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS in UTILITY" (1-600-552-7001). Q 6. THE WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 a H J FEET OF COVER MEASURED FROM THE TDP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. CD M 7, ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED Qw z OUTSIDE OF ROADSIDE DITCHES. � H B. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE > > ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE Z z EXTENSION OF THE LINE. p� 0_j COJ 15 40 420 z 16 60 17 20 T~ W W <0 W ti W = I1') J iT •H a00 r• 0 •v r z oz -i 00 zr En a- cncv am LU H J zr �(r w� 00 Qr+`' We W- EL r- O 3 En W J W W w = w 3 MIN. COVER 410 �W W Cucu w (D w W rM _ DIP PPE L5 4 U) C4 (Cnn(D (nm - i i7 6!5'8" H+ x0 H+ x0 H+ x0 x T _ ---- W r W r W LLJ r _ 1 400 ® 1 MIN. 3E8 17 S PERATI N Pi L a; W w ++ 18' MIN. :IE" MIN. (n M 390 12" MIN. SE ERATI S PERATI N Cr o ►- cn a w O CO M 81 LF E3" IP ANI ARY EWE a ao r; 380 Q r+ W QH Cu ma 370 "9' H 10 10 m m m v c z I- z z H H Z) H z 360 z H z H z H H ~ 10--00 1 10--60 11--20 11 80 12 40 13--00 13 60 I 14 20 14 80 �UNPERGROUND I `. .�.� CD x203 F 1.5"i ! i w1 FUFL STORAG 1 IL .1NE PE W TERLINE i I B -) t T,Aj4K t w `5 10 UTILI EASEMEN_- 0' BUILDING= a 0) TBACK LINE _ :� SIG 1 1111 JillCO I` B" '17AN. SEWER STUB OUT (U RSI -G � _ I, _ SS05 STA= 18+17.08 >- B/L ............. ..... ......,-SEE,,NI.ATEALZNCCO.NNECTION.,C?ETAIL................. MH 05 `S'��®�� € 0- LE >� y it DIP WATERLINE'S _ ` _ _ ` g..s V GE R0�(D S�MSNQtE • LA�J F, . `. ,, tet• r� sco (�� i...LMITS flF PAVEMENT REPAIR ;' �' ..� o� tw- . t• . ,M F GV 02 - W _.-,. s -d ,. z ��y i x-18' PASSAGEIA EASEMENT DEDICATED D LJ t WL 15 LF 6 : DIP WATERLZNE t # t /' AS RIGHT OF WA`s, h !' 01 ' _- V. ._ RIGHT OF WAY DLOTCATED: 0.121 AC. - 7 f�3 '1 , SCALE � 7 , _ PLAN I"= 30 .n lJ J 1 - 12x12x6" TAPPING SLEEVE PROFILE z BM - ORANGE PAINTED SQUARE 1 - 6' TAPPING VALVE W/ VALVE (30X U,S, ROUTE 29 / SEMINOLE TRAIL" SE CORNER OF CURB INLET 1 - THRUST BLOCK HORIZ 1 = 3O ELEVATION = 417.10 NOTE: RWSA CONSTRUCTION PERMIT VERT 1 " = 10' 11-111 -t•1 — I1 I9 I-11 11A Tf'nl TAIL r v CE +I 0 (0 to v) -H (T 05/14/2001 440 L— [17 (i Lu r IS THE DISTANCE FROM a INSIDE FACE OF MANHOLE W TO INSIDE FACE OF U) MANHOLE. SLOPES SHOWN 400 ARE BASED ON LENGTH F� E V I S I O N S SHOWN. C O + EY: (O o N0. DATE_ SHALL CONFIRM THE Jz LJ! f l B 1 CE C) oz 2 03/01/2001 C1 r or U] Ha W 430 CD z Aft r CE +I 0 (0 to v) -H (T 05/14/2001 440 L— [17 (i M 6 IS THE DISTANCE FROM a INSIDE FACE OF MANHOLE (.UJ TO INSIDE FACE OF U) MANHOLE. SLOPES SHOWN 400 ARE BASED ON LENGTH F� E V I S I O N S SHOWN. C O + EY: (O N0. DATE_ SHALL CONFIRM THE Jz LJ! f l B 1 CE C) oz 2 03/01/2001 C1 r or U] Ha 430 CD z N }---� (ia- LlJ ti _ M < W NOTE: LLJ L) w W 420 i— OF COVER ON UTILITY U1 LINES.] ww inw H ~ :IT 2 00 CL OD m In 11 In��® ! PE 3.65%� 2.7 • iB" MIN. SEP RATION 12" MIN. SEP RATION ,IFN AL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE - COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY o CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. v z 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, z ~' 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIO14AL GEODETIC SURVEY. n A 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS in UTILITY" (1-600-552-7001). 6. THE WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TDP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. CD M 7, ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED H z OUTSIDE OF ROADSIDE DITCHES. � H B. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE > > ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE Z z EXTENSION OF THE LINE. H H 15 40 16d---00 16 60 17 20 T~ 17+80 I� -J 0 �gLLJ L_ Irl ao co ao a O w U) f -- c Cl LLJ Q D U) 2,SS03-DROP MANHOLE: SEE STD. DETAIL. 3.LENGTH OF SANITARY 410 DATE: JUNE 6, 2000 05/14/2001 440 L— [17 (i M 6 IS THE DISTANCE FROM INSIDE FACE OF MANHOLE (.UJ TO INSIDE FACE OF MANHOLE. SLOPES SHOWN 400 ARE BASED ON LENGTH F� E V I S I O N S SHOWN. C 4.GENERAL CONTRACTOR N0. DATE_ SHALL CONFIRM THE Jz LJ! f l B 1 UJ a>: oz 2 03/01/2001 or U] 430 CD z N }---� 0 LlJ ti _ M < W NOTE: LLJ L) M 1.THREE (3) FEET MINIMUM 420 i— OF COVER ON UTILITY U1 LINES.] H 2,SS03-DROP MANHOLE: SEE STD. DETAIL. 3.LENGTH OF SANITARY 410 DATE: JUNE 6, 2000 05/14/2001 6 SEWER SHOWN IN PROFILE SCALES AS SHOWN TECHNICIAN: RAG IS THE DISTANCE FROM INSIDE FACE OF MANHOLE CHECKED BY: BCP TO INSIDE FACE OF MANHOLE. SLOPES SHOWN 400 ARE BASED ON LENGTH F� E V I S I O N S SHOWN. 4.GENERAL CONTRACTOR N0. DATE_ SHALL CONFIRM THE LOCATION OF THE---•— 390 1 01/26/2001 RELOCATED 12" DIA. 2 03/01/2001 WATER LINE BEFORE INITIATING NEW SANITARY SEWER CONSTRUCTION. FIELD CONFIRM TEN (10) FOOT 360 HORIZONTAL SEPARATION AND EIGHTEEN (18) INCH VERTICAL SEPARATION BETWEEN NEW SANITARY SEWER AND RELOCATED 12" DIA. RWSA WATER LINE BEFORE WORK ON 370 THE NEW SEWER LINE IS 3 04/24_/_2001 5 05/14/2001 6 06/18/2001 SCALES AS SHOWN PROD. NO. 96371 DIV. INITIATED. SHEET NO. 7 OF 15 360 DRAWING NO. 18--40 19 00 "UTILR311 muj mo r aim' 'cJ cu mIi) mlf) CD 00) wm .,eo .,00 m C W 440 440 �� '`" to -H L0 �" o) r N N o > > -'� > `~ w CARRSBROOK SUBDIVISION �' W w w a W CARRSBROOK SUBDIVISION • UJ a W a a -j Ul-En W a � w w PARCEL NO . Q 5B 1 05 -OA -00700 LOT76� � z � M w r W E- w cn w �- LOT 5 No Q < C1_ 0 o 0- co cc n n o PARCEL NO. 045B1 -05 -OA -£0500 �� tN ® J J v r uw)Q v)p W U Cnh- }- MICHAEL R. AND JANICE R. RAOCLIFFE OSP G� ° n 430 m 430 CARRSBROOK SUBDIVISION JAMES DONALD GRUBB ESTATE hti QP' �? 0 3503 MONACAN pRIVE LOT 6 MARIE G. CLARKE AND WILLIAM E. CLARKE JR., �O� 6p�0 rn O ST CHARLOTTESVILLE, VIRGINIA 22901 0 T S S ST 12 PARCEL N0. 04581 -05 -OA -00600 + AS EXECUTORS �O �O�" (fD C,() � 04 0 0 11 ZONINGT fl: R-1 WILSON L. AND DOROTHY H. CRITZER C/0 MARIE G. CLARKS O��01 `� O p0 TE J 1 3415 INDIAN SPRING ROAD O 1.OT 3501 MONACAN DRIVE >_ U) 420 @ 5, 6% _ - 00% 420 CHARLOTTESVILLE, VIRGINIA 22901 1 , �1 CHARLOTTESVILLE, VIRGINIA 22901 W J > Cc 3f+ 14` 12_ P _ it ZONING: R-1 1 ZONING. R-1 W < DPp,IN 7 a 20' UND U7 > ISTD BBED BI �F� _ _ PARKING SE1 ` ER/ - ...e^ _ ,.__ - €r` z; < , i� - FROMRESIDENTIAL 1 `� ; V - -- IN _ X RESIDEN cc , , It�, 410 :__.. ; 410 ': --�-T �; P ROLL N�,.< �=, a n5:oa ��oQo Lij `, _; w , _ - 50 ..4 WILL IL. _. Oh4r^AtiY _INC m _ :• , `'� � z T , WILLIAMS C .. .2 CPE F O: , 5r J 8A ' 'c; a L.: M 0': A - 7287 _ _ - ROM RE t,C, .. - RX - , _ .... J ---_._ 1.50 OI EN v . - < CC Z LOT -' W,TNaTOtJ S,ALITM N(7RiH CAROLTN.a_7� 9,.::,..; _ _ _ - _ L e 12 PE -- -, - 10.0 �- - -- _• - v .�v _ - q PIPE @ 2.50 H,.- -.._LU ----------- 7- _.._:,- 400 400.r 4^ _,. e,ry- - -- si _. - •ter. --. .._ =a O w ..q ti CA V �, 4 - �._. - - - .. --- - - _ _ - N 01 '0 _ { -_. - .. - I _ a D, c Mrs i�� _ , o = c v v c v ST1Q STA, 14+6.15 _-... -7,-wwv<) z E- H 0 390 DI -7 TYPE 'III GRATE. 0 _ I �, - -- 390 - >4. r+ o o A............,p ..............•..-....'-SE ENT"AC BLOCK'- 0OL �` "� 1 If > 1 r_'.. --.. RET KING WALLw 1 DI u H H H H CD m H m ..:_ S iAUTQ:��ATTC Sr Li z z o CARWASH 08 ST08 STA, 15+29.33 12 40 13 00 13 60 14 20 BH -2 ``0 l�I-7 TYPE III GRATE 11 80 PARCEL NO. 04581 -05 -OA -009100 1'; ® - F. F. ae5:�o - BENJAMIN D. DICKERSON I r - '7' CO LL T - ;r I , _ t1 P T V _ _ to A H E `665, BRIDLE DRI i A - (� P R N a,' J CEL 0. 4 i 0 581 05 OA 01 j� 100 EALYSVFLLE, VIRGINIA 229316 'r U o I `�' ( UEL�> q 13 I -_ L CO p I a 0 CO cP • • • • ;' `' FRANK A. OR PEGGY B. KESSLER ESTIMATED FIRE FLOW IN PROJECT VICINITY a Y a IS 3, 500 GPM ®20 PSI (RESIDUAL) . ? d ZONING: HC W V ZS AND I ". P.O. BOX 5207 F' PAVEMENT AREA (LIGHT SHADING) ,`( �€ : T TAS +5Z CJ) `� j,r r .` 1 ST09 STA,' 12+01.33 H a a CAN PY Q y I I Ra O Cd RESTORATION OF EXISTING PAVEMENT SHALL INCLUDE i O S 12 1.83 W , A (' 1 (- (- , °, i CHARLOTTESVILLE, VIRGINIA 22905 / 1'' 1 i ';, 1 I I I ZONING: CO MILLING AND OVERLAYING EXISTING ASPHALT PAVEMF_NT.:, DELAWARE SAND FILTER Z L fi� UNPERGROUNO I APPROXIMATELY 140 S.Y. REQUIRED AT SEWER CROSSING T' $IEE DETAIL 11-1 �® °I j _ ` _ 9 ` I i �=1_ FILL STORAG I t TRK �< € ST04 STA. 11+89.33 ST r L� _ 10 UTILI EASEMEN- �^ _ _;@ • ✓ 09 OTBACK LINE SIG ST07 STA. 14+62.31 0 ST ST - -- .. "- -- R ;,... (,.t' E 11 12 i 5 S DI -36 L 6 :x # _„' 4,1 r it«:f(.;1, �R -,OQ' -STO CO COQ Q7 DEFL LT . 53' -ST08 DEFL d�� .. 1 Sl."Q'T"f ' � SI QTTEb-bF�RCTR' r: ,.._ .« - " - ,., --- wr.,,t •- ,. 7ST 1 GV' 15N 'STORM,°.aEWER' 9� , _ rn G n 1"t 2 M f rs f .:__.-.,� <S�f , ! ,yi =>�. .t .'1: e .:<.r_ I TFII c ? nw-,• w - s ( _ - mow. • / MH' t _ _.. • f f 1. , rn 4 Q _.art^.' -4 rs?- . .. .. ( f • V U• $V" (.is _., TA + 0 - ,3 ,. ST01 S 10 00 , Q . ... r� ST05: 5115. F12+93':33 :f�-�TtIEi i A . 14 i 13.36. MH � _..c yj r i 3 / �, 6 A _;t-•. - EXIST. STORM MANHOLE r REVISE P/L _ /� _ ! s i ..... (� � i `j. .. ...........�...............`i .,... .QI::3B..1...:;.8.....................LAh..B(3C�i,k....:f�....................,... ,........°: �{. _ f t; LIMITS '�``=- - •,=` •:• •z �•s• . '� . �•.. - T.. Cl. DEFL LT x;22'-ST02 �`�--PREVOUS P/I_` EFL*RT ffi` '00'-ST6 aEFL LT 32' Sf07 ��' �• r� ST03 -STA-. 11+4a 67 ;, _ SERVICE ROAD - SEMINQLE LANE r �- " y ti _. PAVEMENT , PAIR F T T E DELL 1 I C § y t3 --...-,....��67 EFL R7' OQ* -ST04 ..� �..._ i F f -':_ •. .c_ 9 .._. -, . - r„-.:...-,�,.._ _. _. .. - . .. -..,_-.rn.>a..3._: _ .-y_ i V l cc { t TS OF PAYEMENT,REPAIR -e F ST r „>' .. x t .p N FH LIMITS OF sr ��.:� �---�,_-� -�-�.. _ _...--_- - .__._. __ - r ��,:, _.. _.- ('"'""' L �` 1 25 EA . PAVEMENT 01 -- - CI - _ _ �„ s z,. _ -�-... �'saY.^_• f ,-"fT - .lwwYM I� .wwu� s ® v�tl�w.aigT...�...y _..III ._ . _._.... _ - .__-'-_ ......... ._. ____.. «-yY- _ _ : E? Q•^ , v SLDE - EP�1IA _•- - - ( LIMITS OF CONSTRUCTION .s.... ,. _ A _ - - ,� a. ,m....e. �... s ...�® _ .. l r , = <,, } ST02 STA, 15 STORM SEWER 11 4 � _ o•••r- •� __tl - f :L '° s _- 11+33: 3 li s -- .3 r i J ' 18' PASSAGEOY EASEMENT DEDICATED � W _ - } 10 LF CG -6 € _..._ h.,_.m-._ r -st MH w _ - AS G i - _ _ �� _ } _.. - t ST STORM MANHOLE `'*>: �_ rr•,-c. a?"t< ..- -.;-. _,..,.,.,..w,-......_-,. �,_ - .,.v ;-s - -. _ ._... '- - .. �atr� r -a,._}' ^t=�',�, �>jF Yt r I I HT OF 4i>4 y.-_> t `; 7 (D ` / r DEFL .LT 90' -ST03 V ' ', RIGHT OF `WAY DLO?-CATED: 0.121 AC. s MH =_y 4 12 ®.- ...._�.v._.....,m.._ -- , ..,•..-__., _.. _.,_ .fir- ., . .-- - -... - � ,.y., - -- -- -- - ... .. a. r - - - m - _ ..... C - - z, .� - NSTf3td T 9 -_--- ` _ _.. _. I . - z;- , - -- - --- SCALE �x 5 r ,rzr... _ - m., _- - P_Y} I s i S � - PL �� tP,If� �:- 41 ft ''i't;:ic..r;i x;;� ��,�Eti ., � _ .. t. A ._ _ _. -- - , +, ,.. - - 4. ra r,€ . 1 .., s. PROFILE ._...., ....-. l ,. €.,.., L.. .�... �. (.. .. .. , :. - ,. is •-- --• ------- --- • = PAVEMENT AREA (LIGHT SHADING) BM - ORANGE PAINTED SQUARE � P ,- - - U , n N« r ri 1 L _}:;; A Lri_ . z:�; �_". :. t.,_>,.:r,. , ::;.,€:'+ , _ F S . ROUTE 29 / SEMZNC9LE TRAIL �, `€, RE!STORATTON OF EXISTING PAVEMENT SHALL INCLUDE SE CORNER OF CURB INLET HORIZ 1 30 {1Ll_Cjt'/� TET 12" DIA. k... i i . (, Asir C ( b _ -' MULLING AND OVERLAYING EXISTING ASPHALT PAVEMENT. ELEVATION 417.10 VERT 1 " - 10 � � WATERLINE- ERLIN 'RNSA) I.. Y`f.l? i MAY B j.P =c I:r, x [ -:. L' M c?, APIPROXIMATELY 1000 S,Y. REQUIRED AT SEWER CROSSING m m m� mcmu mcov m mo cn�cu �o �, _'m Cy 4 5 0 t� z 450 m m Co ' ai cri of m u i ni ai aD 4 5 0 4 5 0 �- 7 NO E: r . .� N Stot sewer str[11ucture ST -10 sl all be w 0 .� •+> -+> W Liw W w >Uj F_ W - w a a a J a a a supplied witl safet ab arc gri a _j LiJ in ua (n U u� in DOT st dard de ail SL -1 s shows cn MEE v mC1 v0C mcc U U� 440 440 UCc cn on sheet 14 f15. 0Q 440 l.� ) LJ Z I- 3- 440 ¢ to H I -- W +1 T T T J T T T/Iq f T Z� 4 0 7 w 1Q 11.9 1 cc 110w v c U W w �.� ® C) LLLLJ H cc L`' - 430 430 a v 430 �- _ Uj Ln ® C CE cg 430 o, o r �m � � 0o c~no [f) 0- _ -- m w _j W =v = v v OL 1r / wa •1� a� - •m }--w wW = w o+ JW W cnW 420 Z °' - 420 420 a 420 rte •+ } z r- 0 OL 0+ •- W CO - Cc �- - 118. 3' 15" CPE P PE @ 80% _ ® 44 5„ CP plpE @ 2.58 DATE: JUNE 6, 2000 - - ' TECHNICIAN: RAG 4.51 410 410 410 410 - r - - IPE NOTE ® CHECKED BY: BCP 913. 00 9 ® PIPE 1.55 1.LENGTH OF STORM SEWER REVISIONS �i SHOWN IN PROFILE IS R E V I S I O i �l Sj THE DISTANCE FROM 400 400 INSIDE FACE OF MANHOLE 400 4O0CVTCI TO INSIDE FACE OF NO. DATE MANHOLE. SLOPES SHOWN I ® ® ® 1 01/26/2001 W W w w ARE BASED ON LENGTH OL in o v �n SHOWN. 2 03/01/2001 I "T 390 390 390 3 04/24/2001 6 06/18/2001 390 I ., .; I m W ED w rn W O W 6 n a v a LO o SCALES I 380 EXI T. 60" I.I. 80.78 STO M SEWER 380 380 STORM EWE AS SHOWN 380 {,� m mCC) o o co un 00 CO N m � CO o PROD. NO. DIV . 96371 O 19 to LID (D UD O O O O O CD ti -4 d a v v v v ar ° `x SHEET NO. 370 H z z H H � 370 370 M 370 B OF 15 z z Z Z Z Z tZ H N H H H H H z DRAWING N0. H M 11-4 H H H H 10••00 10-~60 11 20 11--80 12 40 13--00 13-60 14 20 14--60 15 40 13 -00 13--60 14 20 IIUTILR3" Z 0 H I- Q c� }-i LL H I - Z W H 0 0 Q' J LL! H LL cc w In CD z F --a �i cc a F-• n H OC F•O .I -;i �o PLAN HOLE Wilco Convenience Store \ABER Delaware Sand Filter- Plan and Section DRAWING ING U BER 'TMP 045B1 -01 -OA -01000 Sheet 9 of 15 Signed 7/17/01 OVINE, CALIFORNIA PLAN HOLD CORPORATION IRVINE, CALIFORNIA PLAN HOLD CORPORATION a IRVINE, CALIFORNIA 5AR REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR ,.cmc - _,..._®mss... ._..tee. ._,.�.�. .. ....,s,..... ...�..�.. . ..._ •. ,, _.. .., _, .. _ _.- .-.�._- ..,. ., _ INSTALL TWO SECTIONS OF GRATING (48"±x42"±) CLEARWELL CHAMBER (U WEIR / PARTITION WALL 4 CO TO PROVIDE DETENTION 1. GRAVEL BED SHALL CONSIST OF 1/2 INCH TO 2 INCH FOR WATER QUALITY r DIAMETER GRAVEL VOLUME IN SEDEMENTATION 2. - - - - - - - - - - - CHAMBER DURING STORM HIGH W.S.E. - - - - - - - - - - - o 413.54 DRAINS 4" DIA.W/ - - - - - - - - - - - ELEVEN SECTIONS OF USE TWO - 4 INCH DIAMETER SCHEDULE 40 O H UNDERORAIN PIPES o � - FOUR - 3/8 INCH DIAMETER PERFORATIONS SHALL BE > a Ir 1i I STEEL PLATE (48"±x42"f Ui D�t VJ s SAND FILTER CHAMB THE PERFORATED UNDERDRAIN PIPING SHALL BE LAID AT m cn m .QRI IQ -RE J)F_51QNEQ_ Q.Y --------- ___-------- W -- -_-_-- Ui TANK MANVFACTUR�R . ENTIRE LENGTH OF PERFORATED UNDERDRAIN W ++ i LOW W.S.E. a 410.84 - _ cwol o ---- - - - - - - 3' 5" r `t s �. a H v 15" 13-1/2 HOLES; SEE SECTION F -F 21' of 0 m 151' 15" I ---- J1_ c� I in m ri - rn ti [V - T.j® :�, SCALE: 1/2" == 1' SEQI1QNL-Q. SCALE: 1/2" - 1' a r1211 DIA. 12" STUB INV, 406.50 TOP WEIR 413,54 DRAWING NUMBER DRAVIING NUMBER DRAWING NUMBER PLAN HOLD CORPORATION - IRVINE. CALIFORNIA PLAN HOLD CORPORATION . IRVINE, CALIFORNIA PLAN HOLD CORPORATION - IRVINE, CALIFORNIA REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR 1.. ur'- or. 4' 011 44' 0" — _j T F (U y m w 37 KK o u 4 CO W 1. GRAVEL BED SHALL CONSIST OF 1/2 INCH TO 2 INCH d r DIAMETER GRAVEL - - - - - - - - - - - 2. - - - - - - - - - - - -� - - - - - - - - - - -SAND - - - - - - - - - - - " - - - - - - - - - - - - TOP WEIR 413,54 DRAWING NUMBER DRAVIING NUMBER DRAWING NUMBER PLAN HOLD CORPORATION - IRVINE. CALIFORNIA PLAN HOLD CORPORATION . IRVINE, CALIFORNIA PLAN HOLD CORPORATION - IRVINE, CALIFORNIA REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR 1.. ur'- or. 4' 011 44' 0" — _j T F CL INA.C7E BED y m w 37 KK o u 4 r u a W 1. GRAVEL BED SHALL CONSIST OF 1/2 INCH TO 2 INCH d - - - DIAMETER GRAVEL - - - - - - - - - - - 2. - - - - - - - - - - - -� - - - - - - - - - - -SAND - - - - - - - - - - - " - - - - - - - - - - - - DRAINS 4" DIA.W/ - - - - - - - - - - - ELEVEN SECTIONS OF USE TWO - 4 INCH DIAMETER SCHEDULE 40 O H UNDERORAIN PIPES IlcIALL - FOUR - 3/8 INCH DIAMETER PERFORATIONS SHALL BE > six s:54R�. 1i I STEEL PLATE (48"±x42"f �- _ - _ D�t VJ s SAND FILTER CHAMB THE PERFORATED UNDERDRAIN PIPING SHALL BE LAID AT S W% UNDERDRAIN - m .QRI IQ -RE J)F_51QNEQ_ Q.Y --------- ___-------- W -- -_-_-- GEO-TEXTILE FABRIC SHALL BE USED TO ENCASE THE TANK MANVFACTUR�R cS-I CLEARWELL CHAMBER 24 U� ay.saI. FILTER SCALE: 1/2" = 1' CLEARWELL CHAMBER I SEDIMENTATION CHAMBER HIGH W.S.E, 413.54 LOW W.!S.E. _ 410.84 1211x3311 SUBMERGED OPENING BETWEEN SEDIMENTATION AND CLEARWELL CHAMBERS BOTTOM OF OPENING ELEVATION 408.17 TO (u INSTALL ELEVEN SECTIONS OF GRATING (48"kc42"±) SUPPORT TO BE DESIGNED BY TANK MANUFACTURER SECT ®N ,�_a SCALE: 1/2" = 1' 2EQIIQN 8-u SCALE: 1/2" = 1' i CL INA.C7E BED y m w 37 KK o u 4 r u a W 1. GRAVEL BED SHALL CONSIST OF 1/2 INCH TO 2 INCH d ' C Ll DIAMETER GRAVEL 1 2. 2 INCHES MIN DEPTH OF GRAVEL SHALL BE PROVIDED n u < - -SAND OVER THE DRAINAGE PIPING " - _UNDF_BGf`�1N_PJ_PJ i DRAINS 4" DIA.W/ 1. USE TWO - 4 INCH DIAMETER SCHEDULE 40 O H UNDERORAIN PIPES W 2. FOUR - 3/8 INCH DIAMETER PERFORATIONS SHALL BE > six s:54R�. PLACED EQUALLY AROUND PIPE AT 6 INCHES ON CENTER rr— ® 1.32x± ALONG ENTIRE LENGTH D�t VJ s 3. THE PERFORATED UNDERDRAIN PIPING SHALL BE LAID AT B m 1/8 INCH PER FOOT MINIMUM SLOPE; INVERTS ARE SHOWN DIA. 12" STUB SECTION B -B W 4. GEO-TEXTILE FABRIC SHALL BE USED TO ENCASE THE z . ENTIRE LENGTH OF PERFORATED UNDERDRAIN W ++ USE MESH TO w cwol ----- - - - - -- ---- - - - - - - no TOP _ 418.50 c 00 I o, INV, 408.68 BOTTOM 408.06F_ TOP FILTER 410.64 CLEARWELL SAND FILTER CHAMBER CHAMBER MESH SHALL BE ONE CONTINOUS SHEET 18"x42"�� OF NUMBER 4 PLASTIC HARDWARE CLOTH OR 114" GALVANIZED STEEL NIESH W/ MIN. WIRE DIA. OF 0.03 INCH; USE MESH TO TWO 4" DIA, PENETRATIONS COVER°WEEP FOR UNDERDRAIN STUBS HOLES; SEE" ARE REQUIRED �+ fR4a4�+Q44�R,.g 3 - WEEP HOLES-- i 3" DIA. TYP, 2m SECTION .. F—F SCALE: 1" = 1 T r♦ V CL INA.C7E BED NO. 4 -JOE—/ ,CB_A_y_EL W 1. GRAVEL BED SHALL CONSIST OF 1/2 INCH TO 2 INCH d ' C Ll DIAMETER GRAVEL 1 2. 2 INCHES MIN DEPTH OF GRAVEL SHALL BE PROVIDED n u < - -SAND OVER THE DRAINAGE PIPING " - _UNDF_BGf`�1N_PJ_PJ i DRAINS 4" DIA.W/ 1. USE TWO - 4 INCH DIAMETER SCHEDULE 40 O H UNDERORAIN PIPES W 2. FOUR - 3/8 INCH DIAMETER PERFORATIONS SHALL BE > six s:54R�. PLACED EQUALLY AROUND PIPE AT 6 INCHES ON CENTER rr— ® 1.32x± ALONG ENTIRE LENGTH D�t VJ s 3. THE PERFORATED UNDERDRAIN PIPING SHALL BE LAID AT B m 1/8 INCH PER FOOT MINIMUM SLOPE; INVERTS ARE SHOWN SECTION B -B W 4. GEO-TEXTILE FABRIC SHALL BE USED TO ENCASE THE z . ENTIRE LENGTH OF PERFORATED UNDERDRAIN TOP FILTER 410.64 CLEARWELL SAND FILTER CHAMBER CHAMBER MESH SHALL BE ONE CONTINOUS SHEET 18"x42"�� OF NUMBER 4 PLASTIC HARDWARE CLOTH OR 114" GALVANIZED STEEL NIESH W/ MIN. WIRE DIA. OF 0.03 INCH; USE MESH TO TWO 4" DIA, PENETRATIONS COVER°WEEP FOR UNDERDRAIN STUBS HOLES; SEE" ARE REQUIRED �+ fR4a4�+Q44�R,.g 3 - WEEP HOLES-- i 3" DIA. TYP, 2m SECTION .. F—F SCALE: 1" = 1 T r♦ V Cr LLI NO. 4 z W LLJ }� Z ® U z vaCf) c Lij 7- m Q Q d ' C Ll J 1 a Q, n u < - -SAND TO PREVENT MIGRATION - " - DRAINS 4" DIA.W/ O H W FABRIC WRAP J > six s:54R�. rr— ® 1.32x± D�t VJ s > c_6 W cc m W U J •� z . W O t__ U Cu Z " ( N/- .J ® 4 S1 CL < co 0 1 m < e-4 & -- m 0 �J !U P ,—i > P--4 H Z m: :D L1J -1 til -- U-) 0 S-- 0 z t -t SAND FILTER SEDIMENTATIION CHAMBER CHAMBER OATE:JUNE 6"2000 TOP LAYER OF WASHED TECHNICIAN: RAG OR GRAVEL 1" DIAMETER MAXIMUM INSTALL LEVEL NO _ GRADE ALLOWED bR§'eT5'.k`aE44d Y9S%M"6.W3Yl�tX68Q�Xb4iYb4td%MSHd5d5lt6tlN3Y�M65t1E549YbblfNY4H584P6S4S5tlMYdiY,35R5b6PHdF4fi%456504M1! :+ SAND _ _ - . SEE. 00 Ir NO. SPECIFICATION - - - 01/26/2001 LLJ }� Z ® U z vaCf) c Lij 7- m Q C U) L W 1. W zI Z ' C Ll < J Lij a- ® _.9 a f . n u < - -SAND TO PREVENT MIGRATION - " - DRAINS 4" DIA.W/ SAND FILTER SEDIMENTATIION CHAMBER CHAMBER OATE:JUNE 6"2000 TOP LAYER OF WASHED TECHNICIAN: RAG OR GRAVEL 1" DIAMETER MAXIMUM INSTALL LEVEL NO _ GRADE ALLOWED bR§'eT5'.k`aE44d Y9S%M"6.W3Yl�tX68Q�Xb4iYb4td%MSHd5d5lt6tlN3Y�M65t1E549YbblfNY4H584P6S4S5tlMYdiY,35R5b6PHdF4fi%456504M1! :+ SAND _ _ - . SEE. 00 REVISIONS NO. SPECIFICATION - - - 01/26/2001 FILTER FABRIC_ ALL -AROUND. 2 - PERFORATED SCALES AS SHOWN - -SAND TO PREVENT MIGRATION - " - DRAINS 4" DIA.W/ FABRIC WRAP TOP STONE 409.34 six s:54R�. ® 1.32x± w z o •� . ++ USE MESH TO w cwol COVER WEEP r `t s �. a HOLES; SEE SECTION F -F of I 6" 1 15" , 15" i "-3 - WEEP HOLES �.•Ir1e �"f°� ('1 3" DIA, TYP. 13-1/2" 15" SECT I Ofd—E SCALE: 1" - 1' CHECKED BY: BCP REVISIONS NO. DATE 1 01/26/2001 SCALES AS SHOWN PROJ. NO. 96371 DIV. SHEET NO. 9 OF 15 DRAWING NO. "FILTER" L Lu co r W O H F -- d U H H z LLl H G 0 co Cl Ll F -i LL. r cr W m z CD Z H ci c� t-- n H If C.) G a co Convenience Store aining Wall P 045B1 -01 -OA -01000 :et 10 of 15 ned 7/17/01 N HOLT] CORPORATION - IRVINE, CALIFORNIA REORDER BY NUMBER 075AR VERSALOK BLOCK NN'ALL FOR WILCO CONVENII+rNCE STORE ROUTE 29 NORTH ALBEA/LU;LE COUNTY, VIRGINLA. FOP, A. T. V'VILLIA IS OIL CO. 5446 UNIVERSITY PARE JVAY NVINSTON-SALEM, N. C. MARSHALL CONC-PX4 TE PRODUCTS BLOCK SUPPLIER 700 BLOCK LANE CHRISTIANSB URG, VA. AUGUST 30, 2000 PLAN HOLD CORPORATION - IRVINE, CALIFORNIA PLAN HOLO CORPORATION - IRVINE, CALIFORNIA PLAN HOLD CORPORATION - IRVINE, CALIFORNIA REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR .._ __. ( PAGES #2 & 115 IIEVISED COMPLETELY) January 9, 2001 TYPICAL WALL SECTION Scale: % " = I'_0" r+ C7 r" 6965 FESSION� I, CRUSHED AGGREGATE LEVELING PAD, 6- MIN, THICKNESS. HAVE SOILS LAB CHECK SOILS BEARING CAPACITY AGAINST LOADS FROM WALL SHOWN ON "ELEVATION OF WALL" DRAWING. 2. COMPACT TO 95% STANDARD COMPACTION IMPERVIOUS CLAY BEHIND BLOCK BEFORE INSTALLING AGGREGATE OVER GRID. 3, WALL EMBEDMENT, 12 ' MIN., SEE "ELEVATION OF WALLS" FOR REQUIREMENT. 4, COMPACT SOIL TO 95% STANDARD PROCTOR BEFORE CONSTRUCTION OF REMAINDER OF WALL. 5. BOTTOM OF EXCAVATION FOR WALL GRID. SLOPE TO DRAIN TOWARD 4" PERF. PLASTIC PIPE. 6, GEOGRID. FOR SIZE AND LOCATION SEE "ELEVATION OF WALL" DRW. 7. VERSALOK BLOCK WITH MFGR. FINS. 8, SETBACK IS 3/4' PER BLOCK. WILL TEND TO REDUCE TO 1/2" AFTER . WALL CONSTRUCTION IS COMPLETED. 9. ImTERVIOUS CLAY BLANKET, 12" MIN. THICK., COMPACTED TO 95% STANDARD PROCTOR. 10. CAP BLOCK. GLUE IN PLACE WITH MFRG. GLUE. MUST RUN CON- TINUOUS OVER FULL LENGTH OF TOP OF WALL. OVERHAND ABOUT 1 1/2 INCHES. 11. SMALL SWALE FOR DRAINAGE ALONG TOP OF WALL. CONTINUE TO FULL LENGTH OF WALL. 12. BACKSLOPE BACK OF WALL. SHOULD SLOPE TO SWALE. 13. RETAINED BACKFILL BEHIND AGGREGATE AND GRID. 14. WALL FOUNDATIONS. HAVE SOILS TESTING LAB: CHECK FOR BEARING CAPACITY SHOWN ON "ELEVATION . OF WALL" DRWS. 15. 4 INCH PERFORATED PLASTIC DRAIN PIPE. INSTALL TO DRAIN TO DISCHARGE THRU WALL REQUIRED AT 40 FT. INTERVALS. PIPE MUST DISCHARGE TO FINISH GRADE AT OUTSIDE FACE OF WALL. 17. DOT #57 WASHED AGGREGATE DRAINAGE FILL, 12- INCH THICK. 18. FILL ON GRID MAY BE EITHER CRUSHED AGGREGATE OR DOT #157 WASHED AGGREGA'T'E. CONSOLIDA'T'E 'TO , T � 95% STANDARD PROC'T'OR. SEF. WALL SECTION, PAGE 4 FOR OPTIONS ON DRAINAGE COMPOSI'T'E. 16. IF, WASHED AGGREGATE IS USED, COVER (TACK AND TOP WITH HEAVY DUTY FIL'T'ER FABRIC AS SHOWN. o No 7 6965 �PROFESSIONF� > J mza� OQaV W Ce u w 'I W V z >mUI ..l rn z QZ F x aha~ x 3a�v U------------ _.ZttltldG^ ---------'----------------- ----- --- - U ----- RC- - - - _ --- i H _ --_4-_ - _ ------ - —� 4 1 �RuwaWAtF(i �•.-t 4 `" ' - ------61MIS5__ TRt1e --- _ -- - — _ . -- ------ -- ------------- --------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A - A - - - - - - - - - - - - - - - T _ - 'a --- ------------ - - - -- — �� — - - -------� d-------- ------------ ------- LOS - - -LOS IE- ----- _ _ -----_ - z�:-e^";' --- - _ - - _ --------------- - -- --- - - ] -- --=-= s, Proposed `Wall ----- --.:--.---- . �LPi1MP ...........`�.`.. N. 5' AUTOMATIC 3' IDI ` —CANASH STA o+00 `00\ � � F . F , 425., 50 -7,5'R BASEIOF HAIL e ,t_ ^ �. A7 FINTFH GRAD `. PLAN U �! ` r .-� V A .L ,.,. . 1;- Scales: 1"=x0' 11or. 4 JA 51 I GENERAL NOTES ON WALL; I. bill ort grid nmy be either crashed aggregate or No. 57 washed aggregate. If No. 57 washed aggregate is used, the drainage composite and related drain at bottom of composite, will not be required. 2. Grid is Mirafi 7 XT. Grid Lengths are shown on "Elevation of Wall" drawing. 3. Foundation loads are 4,000, lbs. I'er square foot. 4. Soils Engineering Firm that tests compaction/ consolidation shall copy Frank 13. (licks Associates, Inc. on all field reports. See Instnliation Instructions for additional requirements. 5. Two drop inlet drainage structures are immediately behind face of wall. Cut and place grid back of wall block where there is a conflict. Also overlap grid adjacent to D. L Drainage Structure and Pipe under wall should be Constructed before wall. Fill under, each side and above RCP pipe with crushed aggregate, to five feet outside face of wall, Only Reinforced Concrete Pipe should be used at these locations. S 6. THE COLOR OF SEGMENTAL BLOCK IN THE SEGMENTAL BLOCK RETAINING WALL SHALL BE THE STANDARD"BROWN" AS MANUFACTURED BY"VERSA- LOK"OR EQUAL. ELEVA'J-0N OF WALL Scales: P=20' Ilor., I"=4' Vert. 19, HEAVY DUTY DRAINAGE COMPOSITE SUCH AS TENSAR DC 1200. E VI'END UP CUT SLOPE TO ELEVATINS SHOWN. j1 20 FILTER FABRIC WRAPPED AROUND U p NO. 57 WASHED AGGREGATE AND z a INDEXTO DRAWINGS' 21. WAS IIED AGGREGATE FILL AROUND PACE I COVER, o�nFFSSigt1AL`� PAGE 2 PLAN & ELEVA'T'ION OF WALL. 22. DRAIN 4 -INCH PERF, PIPE TO DISCHARGE PAGE 3 TYPICAL WALL SECTION. FOR DATA ON NUMBERS 1 TIIRU 18 SEE " TYP. c.: k " WALL SECTION DRAWING." PAGE 4 SPECIAL WALT., SECTION WITH n I~ Otc` DPA1NAGE COMPOSITE. AND M � GENERAL NO'T'ES FOR WALL. E~ -PAGE 5 ELEVATION OF WALL SHOWING LOCA'T'ION OF llRA.INAGE COIII.POSfI'E. PAGE 6 INSTALLATION INS'TRUC'TION. PAGE 7 STANDARD'VERSALOK INSTRUCTIONS H 3 AND DETAILS. u ,� ( PAGES #2 & 115 IIEVISED COMPLETELY) January 9, 2001 TYPICAL WALL SECTION Scale: % " = I'_0" r+ C7 r" 6965 FESSION� I, CRUSHED AGGREGATE LEVELING PAD, 6- MIN, THICKNESS. HAVE SOILS LAB CHECK SOILS BEARING CAPACITY AGAINST LOADS FROM WALL SHOWN ON "ELEVATION OF WALL" DRAWING. 2. COMPACT TO 95% STANDARD COMPACTION IMPERVIOUS CLAY BEHIND BLOCK BEFORE INSTALLING AGGREGATE OVER GRID. 3, WALL EMBEDMENT, 12 ' MIN., SEE "ELEVATION OF WALLS" FOR REQUIREMENT. 4, COMPACT SOIL TO 95% STANDARD PROCTOR BEFORE CONSTRUCTION OF REMAINDER OF WALL. 5. BOTTOM OF EXCAVATION FOR WALL GRID. SLOPE TO DRAIN TOWARD 4" PERF. PLASTIC PIPE. 6, GEOGRID. FOR SIZE AND LOCATION SEE "ELEVATION OF WALL" DRW. 7. VERSALOK BLOCK WITH MFGR. FINS. 8, SETBACK IS 3/4' PER BLOCK. WILL TEND TO REDUCE TO 1/2" AFTER . WALL CONSTRUCTION IS COMPLETED. 9. ImTERVIOUS CLAY BLANKET, 12" MIN. THICK., COMPACTED TO 95% STANDARD PROCTOR. 10. CAP BLOCK. GLUE IN PLACE WITH MFRG. GLUE. MUST RUN CON- TINUOUS OVER FULL LENGTH OF TOP OF WALL. OVERHAND ABOUT 1 1/2 INCHES. 11. SMALL SWALE FOR DRAINAGE ALONG TOP OF WALL. CONTINUE TO FULL LENGTH OF WALL. 12. BACKSLOPE BACK OF WALL. SHOULD SLOPE TO SWALE. 13. RETAINED BACKFILL BEHIND AGGREGATE AND GRID. 14. WALL FOUNDATIONS. HAVE SOILS TESTING LAB: CHECK FOR BEARING CAPACITY SHOWN ON "ELEVATION . OF WALL" DRWS. 15. 4 INCH PERFORATED PLASTIC DRAIN PIPE. INSTALL TO DRAIN TO DISCHARGE THRU WALL REQUIRED AT 40 FT. INTERVALS. PIPE MUST DISCHARGE TO FINISH GRADE AT OUTSIDE FACE OF WALL. 17. DOT #57 WASHED AGGREGATE DRAINAGE FILL, 12- INCH THICK. 18. FILL ON GRID MAY BE EITHER CRUSHED AGGREGATE OR DOT #157 WASHED AGGREGA'T'E. CONSOLIDA'T'E 'TO , T � 95% STANDARD PROC'T'OR. SEF. WALL SECTION, PAGE 4 FOR OPTIONS ON DRAINAGE COMPOSI'T'E. 16. IF, WASHED AGGREGATE IS USED, COVER (TACK AND TOP WITH HEAVY DUTY FIL'T'ER FABRIC AS SHOWN. o No 7 6965 �PROFESSIONF� > J mza� OQaV W Ce u w 'I W V z >mUI ..l rn z QZ F x aha~ x 3a�v U------------ _.ZttltldG^ ---------'----------------- ----- --- - U ----- RC- - - - _ --- i H _ --_4-_ - _ ------ - —� 4 1 �RuwaWAtF(i �•.-t 4 `" ' - ------61MIS5__ TRt1e --- _ -- - — _ . -- ------ -- ------------- --------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A - A - - - - - - - - - - - - - - - T _ - 'a --- ------------ - - - -- — �� — - - -------� d-------- ------------ ------- LOS - - -LOS IE- ----- _ _ -----_ - z�:-e^";' --- - _ - - _ --------------- - -- --- - - ] -- --=-= s, Proposed `Wall ----- --.:--.---- . �LPi1MP ...........`�.`.. N. 5' AUTOMATIC 3' IDI ` —CANASH STA o+00 `00\ � � F . F , 425., 50 -7,5'R BASEIOF HAIL e ,t_ ^ �. A7 FINTFH GRAD `. PLAN U �! ` r .-� V A .L ,.,. . 1;- Scales: 1"=x0' 11or. 4 JA 51 I GENERAL NOTES ON WALL; I. bill ort grid nmy be either crashed aggregate or No. 57 washed aggregate. If No. 57 washed aggregate is used, the drainage composite and related drain at bottom of composite, will not be required. 2. Grid is Mirafi 7 XT. Grid Lengths are shown on "Elevation of Wall" drawing. 3. Foundation loads are 4,000, lbs. I'er square foot. 4. Soils Engineering Firm that tests compaction/ consolidation shall copy Frank 13. (licks Associates, Inc. on all field reports. See Instnliation Instructions for additional requirements. 5. Two drop inlet drainage structures are immediately behind face of wall. Cut and place grid back of wall block where there is a conflict. Also overlap grid adjacent to D. L Drainage Structure and Pipe under wall should be Constructed before wall. Fill under, each side and above RCP pipe with crushed aggregate, to five feet outside face of wall, Only Reinforced Concrete Pipe should be used at these locations. S 6. THE COLOR OF SEGMENTAL BLOCK IN THE SEGMENTAL BLOCK RETAINING WALL SHALL BE THE STANDARD"BROWN" AS MANUFACTURED BY"VERSA- LOK"OR EQUAL. ELEVA'J-0N OF WALL Scales: P=20' Ilor., I"=4' Vert. 19, HEAVY DUTY DRAINAGE COMPOSITE SUCH AS TENSAR DC 1200. E VI'END UP CUT SLOPE TO ELEVATINS SHOWN. j1 20 FILTER FABRIC WRAPPED AROUND r NO. 57 WASHED AGGREGATE AND z PERF. PIPE. i� s 21. WAS IIED AGGREGATE FILL AROUND v � 6, w PERF. PVC PIPE. o�nFFSSigt1AL`� 10 OF 15 22. DRAIN 4 -INCH PERF, PIPE TO DISCHARGE W Z AT GRADE. FOR DATA ON NUMBERS 1 TIIRU 18 SEE " TYP. c.: k " WALL SECTION DRAWING." 12 57 Washed agggretate is '. Composite is not required. /3 D n �Q .r of e41 IAIA SECTION TIIIIU WALL SHOWING DRAINAGE COMPOSITE LOCATION. Scale: Approx. one half inch = one foot. aEQ.ELLIA"_LQQ&R'E AINING WALL SEGMENTAL BLOCK RETAINING WALL DESIGNED BY A VIRGINIA LICENSED PROFESSIONAL ENGINEER COMPETENT IN THE DESIGN OF SEGMENTAL BLOCK RETAINING WALLS,. xza-� ap z NU�U > x w-rUp" z�zx a > q VU z: _J x rx�U a QUC4z Uwe a > x z z� wwo� za�q o�az 0z E6�- UC�UlV). x 3a�v DRAWING NUMBER PLAN HOLD CORPORATION * IRVINE, CALIFORNIA REORDER BY NUMBER 075AR - t.� W Z Y J J Ul a: C -C H CJ ?- U) LTJ D > cn Cc IT - W = W v tJ J z W J 1-4 Z 2z J p t: 0 :1 C_r LL < U < t -t I-- cc 0 _._1 UJ Z >-a 0--1 z m Z) LIJ J v(0 <t y adv ) �-- UC3 z U 1-- a z Q SCALES j1 AS SHONNI z PROD. NO. DIV. H 96371cc t SHEET NO. 0 10 OF 15 CD W Z CE> c.: k " "MASTER" i� %-� IJJ > Q Otc` L M � U Li U fT DATE: JUNE 6, 2000 TEC11NICIAN: CHECKED BY: 3CP REVISIONS N0. DATE _ 1 01/26/2001 3 04/24/2nnl SCALES ' AS SHONNI z PROD. NO. DIV. H 96371cc t SHEET NO. 0 10 OF 15 DRAWING NO. c.: k " "MASTER" i� BER Wilco Convenience Store DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER Retaining Wall TMP 045BI-01-OA-01000 Sheet 11 of 15 Signed 7/17/01 IE, CALIFORNIA PLAN HOLO CORPORATION a IRVINE, CALIFORNIA PLAN HOLD CORPORATION e IRVINE, CALIFORNIA PLAN HOLD CORPORATION - IRVINE, CALIFORNIA PLAN HOLD CORPORATION e IRVINE, CALIFORNIA REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR 7 LOCATION OF DRAINAGE' CQJ1 POSITE Scales: V=20' Hor., P=4' Vero: (Drainage Compolsite not required if #57 ,%asked aggregate is used.) No. 6965 opROF`SSIf;`1��4. Installation of the Versa-LokR System is OUTSIDE CORNER quick and easy. Like all systems, it requires that a few simple procedures be BUILDING INSIDE & ©- OUTSIDE CORNERS followed to ensure a stable and attractive r •--�- - ; { stile coua.fs 1..� ! wall upon completion. J•s )'� r% •• I The construction of a corner wilt I' {��T�t_ _ depend and the watt is craned at theI ;L i corner or build ng toward the comer, tt i at ail possible start the watt at the I comer and work out from there, I I� INSIDE CORNER. SECC.`10 CD'JRS_ Toe COURS-7 INSTALLATION r '': .- /rT� �r/,71a construction drawing show how to I T { 1 / PROCEDURES ;;1 1 / 1 { install corners in a 314 bond i r. •' arrangement. Because the Versa -Lok OUTSIDE Proper preparation of the base is the ST Ai(DARD V/L UNIT v I is a solid unit the installer is allowed to BASE novas= I' CURVE I most important procedure in the make custom size pieces if a half bond PL1AN construction of The wall, is required. The Versa -Lok units pin - ( 1 4' from hole to slot, This allows the bond .a � Begin by excaca;ing a Trench 24' wide �.. to vary, I , by 6'to 18• deep depending on the ' SEco.No CCURSS i wall height. Make sure the bottom of I / To build a outside corner start with a S I � x.,/64 �„ ),. ,, 6- CON�TRUGTION the trench is well compacted. Place i1� �. _ / f 1r2 unit. These can be split with a OF STEPS -- —i- Sand:gravel base material and 6 J:: hammer and chisel or ordered from v\ compact The base is now ready for 1 I It'y' 'i'j your supplier. Lay full Versa -Lok units- `� laying the first course of Varsa•Lck I; :.I /• ,/ '�'y. • �. to either side of this corner unit. On The Versa -Lok units can be used to +, i I r/•r"i the second course the 1/2 unit will be construct steps. There are two / J layed in the opposite direction, this willmethods of building seeps, with or ti; �• Z l If • 1 6' establish a stagger or bond to the wall, without caps units on the tread. ISINRAUId RADIUS IS ACHIEVED AT THE TOP COURSE . `; "'N�'. ' 1 Continue allernating this comer unit as 141HcN THE BOTTOMS COURSE IS STARTED AT THE =% moi; VERSA -TUFF PIN the wall goes up. Please note: the As in building a wail the base beneath ;syr, y C-,,:r'I: corner unit does not et pinned Into the step unit must be properly PROPER RADIUS FROM THE TABLE —�': g [ the lower course. II a 112 bond is prepared. Compaction of the bar_ is WITH CAPS critical to insure the stability of the - "r `•: \: required the units next to the 8' face Y `\ > HALF UNITS �I ° / I o1 the hall unit will need to be custom steps. I1 sized on the jab site. This can easily be 7 • �. done by cutting them with a masonry Start al the lowest . point and build up ^=�I irom there. Double slacking the step Using a suing line zl the back of the 1 saw. __- unit to maintain alignment, place the ,l units Is recommended to gain stability �.��,��n7 ti ALLATION PROCEDURE units side by side on the Lase end 6 '' Rl. T1 i Thq inside comer Is constructed the In the stairs. The second step should L ST c, „�. / set on the back t' of the Iirst step to level each in both directions. Cornea it r• / %% same way as a outside comer. The only P iii ;I:� uu='III I•,_;:,�- I: iia -''• •r. reveal settling and erosion of backlitl, i�if="&. _;+,list �I111;3tl1i;=�;= •!;�iEi� should he la d first. Place backfill and `'' dillerence would be the direction the P 9 1 . Slake the center of the curve., ea This overia i should be done on alf 2. Excavate for the sand & gravel base. compact. i Clean excess flit from the top IL1"F T'" face s laid, PP ng 3. Place first unit on radius. of the units and place the second � 1 ° r 1 risers. 4course of Versa -Lok. The versa -Tuff , S+ving`Sayout line from center, 12 .•Ir 8-� pins should be inserted on the holes 1 Steps constructed with cap units on 5. Place second unit adjacent to first. on top and extend into the bottom the tread make a slightly wider Tread. 6. Continue until curve is completed., unit, it may be necessary to use a WITHOUT CAPS Use the Versa -Lok concrete adhesive 7. Stagger subsequent courses, hammer to seat the pin properly. CAP UNITS 1 f�-r -- to bond the cap units to the Versa-Lck. 8. AdJusl units for proper fit. Backfill as you go. A 12' thick layer of 9. Automatic setback is 314 in. per course. P granular Till behind insure drainage. S 2 -� \ - t o. Continue until desired height is achieved. That's all there is to it. Continue seeing �/ l n TYPE B =='it units to the height of wail required. OUTSIDE CURVE TABLE The pins will automatically Set the i; TYPE A iif' 35/(3' _JI:II�_jjll _I• FOT,01A tAINildUtd succeeding ccurses tack at It.e l j FIN' Ifill N: �I 1'fAt Q- COURSc 0/S RAD proper card into 1`e fill. : I • Y "S 4_ Iif =:- "-- Eic, p 0%5 RADIUS FOR jj;' 'r 14 r'' I 4 r 3 F•T. f7i 1 I :z•�, EX/ f1,Pt F j. _ t '-L t I '-1 ri. �5 1 2 i c I 8•-3 1/4 1 8'-i I 8'-1 3/4' 1 A•-1- Z0i101$ 1 I 8'-1_ EXAIAPLE: 3 rT, wAL.L 6 COORS-zS 1 SE,cACK 3/< 5 SEioACK5 3 3%A' 30i,01A O/S RADIUS NOTE: Drawings not to scale. NOTE: Wails over 4 feet must be designed by a qualified engineer, S T A N D A R D V E R, S A- L O K I N S T A L L A T I O N I N S T 1Z U C T I 0 1 S A N D D E T A I L S w F W. Z: �xz cr;UU cow U _..t .1 j w4V W w o >C1 rap zaaz 4 Qi�1= uryV1" J xx 3 ix: > w r � oa UU d j w�CUCq Z t> U z ozdN x UNvt� x U I N S T A L L A T I O N I N S T R U C T I O N S DESIGN CRITERIA 1_O.0;.FUER.-tL Design is based on the fact that Geogrids can be used in layers as a reinforcement for file cohesionless soils and as part of a vertical retaining hall ssstem. The modular concrete block series as a protection to prevent fluffing of fill material at the face of the wall. 2_0 ASSUMED SOIL CHARACTERISTICS SOILS SHALL NIEEr Till' FOLLOWING CRITERIA: A. Backfill on grid: PW - 4 3 deg, Cohesion = 0, r = 135 PCF B. Ratsdoru Backfill: Phi - 27 deg, Cohesion = 0, r = 125 PCF. C. Foundation Soils: Phi - 27 deg., Cohesion = 0, r = 125 PCP. If these actual soils are not met on project, Frank B. Flicks Assrx,-, Inc. should Ix contacted for a redesign of the wall before any construction is started 3.0 FOUNDATIONLOADS The miN:immn applied foundation load for this project is 4•-0 KIPS. 4.0 WALL FACING MATERIAL Modular concrete block are cast ti%ilh 3000 P.S.I. concrete meeting ASTM C90-75. Block are interlocked with fiberglass rods and filled svilh NC DOT -j57 crusher( aggregate. 5.0 GP__OGRID REINFORCEMENT: Gecwjid for this project is Mirafi 7 :CF as shown on Wall Plans. Other grids may be substituted with Engineer approval. 1VA1.L N 1 0 FOUND-1-f10N Verify load bearing capacity of soils required for the scall after digging leleling pad. Verification shall be by an Engineer registered is the state which the project is located. Excavate pad six inches beyond front edge footing and six inches in back of footing. Use 12" crushed aggregate at back of block for drainage fill. 2.0 L_E 'ELING i1:1D _j Leveling pad may be of 6 inch thick 3000 P.S.I. concrete or 8 inch thick NC DOT 1157 crushed .aggregate as shown on -the drawings. No reinforcing is required in concrete pad. Aggregate fill shall be ,,C DOT 1157 type, 3.0 ETR$"F I3LOCIC COURSE Place first block course on pad and level in both directions, Use string line.for the horizontal alignment. First block on concrete pad shall have mortar between block and footing for good bearing and leveling. 4.0 AGGREGATE: FILL FOR BLOCK Fill first course of block with crushed aggregate top block and for hvehe inches back of block for drainage. Sweep clean top of block before placing next block course or grid. SPECIFiCATIONS FOR PLACEMENT OF GEOGRiDS AND DACKFILL SOILS ON GEOGRID. 1.0 MATERIALS FILL, SOiLS OPER GRID AREA. A. Fill containing, brush, sod, roots, or other deleterious materials, including but not limited to snow, ice or frozen soil shall be considered unsuitable material and shall not be placed. B. Soil fill materials placed within four Inches of the geogrids shall meet the following minimum gradiation requirements; Minimum Angle of Internal Friction shall be-2�71and shall be verified by a Soils Testing I_ab. and certified by a Registered Professional Engineer with copies of the report furnished the Engineer. C. Soli fill material between geogrids shall meet the gradiation specified above with the exception that up to 12 inches may be placed as long as compaction around large materials is maintained and large materials not allowed to nest. D. Material passing (he 11200 sieve shall not have a liquid limit of greater than 30 or a plasticity index of greater than 20 unless written consent is obtained from the Engineer prior to placement. DRAWING NUMBER PLAN HOLD CORPORATION s IRVINE, CALIFORNIA REORDER BY NUMBER 075AR onannu FrU nr-PRINT (IN . rufc I INV. C. Where large rock stone or other acceptable materials are used in,the reinforced back- fill zone they shall not be allowed nest, but shall be distributed over the area _. to avoid pockets. Voids shall be filled with small stones or soil. D. Fill shall be compacted as specified to a minum of 95 percent as determined by Standard Proctor. .E, Testing methods and frequency shall be sufficient to verify specified compaction and shall be arranged and paid for by (lie Owner. SOILS CONIPACTION TESTS: Have soils compaction tests made on soils on grids by a Soils Testing Lab. supervised by a Engineer Registered in N. C. Have copies of compaction tests and reports sent to the Engineer by the Soils Testing Lab. 2,.0 CONSTRUCTION NiETIiODS L - y —�` op of Drainage Composite.:ol CORNER BRACE LiNE BRACE f /4,p A. Oversize material i+ilh maximum dimensions P�_Lines The broce wire to be placed around Posts with one wire on eachs ide �6 (Exclusive of fabric) of brace. Wire to be drawn taut by twisting between brace and each post. This applies to brace exceeding 6 inches shall not be placed L mm JL within a inches of the geogrids. �,.• ! 12"SFE-W2 4 Point Barbed 6„ i+-6, 31 r 4 Wire +I i' 6° t t 19 wire - ' ; t 111 Twisted Brace lyr 0, IL B. Fill shall be placed in horizontal layers Q w ` not (o exceed 10 inches in uncom acted -� thickness for heavy mechanical compaction "OFFSS100t equipment. For hand compaction fill shall - 4Zts TI—tV - v L , traetatt a utrYc to -1. 7 LOCATION OF DRAINAGE' CQJ1 POSITE Scales: V=20' Hor., P=4' Vero: (Drainage Compolsite not required if #57 ,%asked aggregate is used.) No. 6965 opROF`SSIf;`1��4. Installation of the Versa-LokR System is OUTSIDE CORNER quick and easy. Like all systems, it requires that a few simple procedures be BUILDING INSIDE & ©- OUTSIDE CORNERS followed to ensure a stable and attractive r •--�- - ; { stile coua.fs 1..� ! wall upon completion. J•s )'� r% •• I The construction of a corner wilt I' {��T�t_ _ depend and the watt is craned at theI ;L i corner or build ng toward the comer, tt i at ail possible start the watt at the I comer and work out from there, I I� INSIDE CORNER. SECC.`10 CD'JRS_ Toe COURS-7 INSTALLATION r '': .- /rT� �r/,71a construction drawing show how to I T { 1 / PROCEDURES ;;1 1 / 1 { install corners in a 314 bond i r. •' arrangement. Because the Versa -Lok OUTSIDE Proper preparation of the base is the ST Ai(DARD V/L UNIT v I is a solid unit the installer is allowed to BASE novas= I' CURVE I most important procedure in the make custom size pieces if a half bond PL1AN construction of The wall, is required. The Versa -Lok units pin - ( 1 4' from hole to slot, This allows the bond .a � Begin by excaca;ing a Trench 24' wide �.. to vary, I , by 6'to 18• deep depending on the ' SEco.No CCURSS i wall height. Make sure the bottom of I / To build a outside corner start with a S I � x.,/64 �„ ),. ,, 6- CON�TRUGTION the trench is well compacted. Place i1� �. _ / f 1r2 unit. These can be split with a OF STEPS -- —i- Sand:gravel base material and 6 J:: hammer and chisel or ordered from v\ compact The base is now ready for 1 I It'y' 'i'j your supplier. Lay full Versa -Lok units- `� laying the first course of Varsa•Lck I; :.I /• ,/ '�'y. • �. to either side of this corner unit. On The Versa -Lok units can be used to +, i I r/•r"i the second course the 1/2 unit will be construct steps. There are two / J layed in the opposite direction, this willmethods of building seeps, with or ti; �• Z l If • 1 6' establish a stagger or bond to the wall, without caps units on the tread. ISINRAUId RADIUS IS ACHIEVED AT THE TOP COURSE . `; "'N�'. ' 1 Continue allernating this comer unit as 141HcN THE BOTTOMS COURSE IS STARTED AT THE =% moi; VERSA -TUFF PIN the wall goes up. Please note: the As in building a wail the base beneath ;syr, y C-,,:r'I: corner unit does not et pinned Into the step unit must be properly PROPER RADIUS FROM THE TABLE —�': g [ the lower course. II a 112 bond is prepared. Compaction of the bar_ is WITH CAPS critical to insure the stability of the - "r `•: \: required the units next to the 8' face Y `\ > HALF UNITS �I ° / I o1 the hall unit will need to be custom steps. I1 sized on the jab site. This can easily be 7 • �. done by cutting them with a masonry Start al the lowest . point and build up ^=�I irom there. Double slacking the step Using a suing line zl the back of the 1 saw. __- unit to maintain alignment, place the ,l units Is recommended to gain stability �.��,��n7 ti ALLATION PROCEDURE units side by side on the Lase end 6 '' Rl. T1 i Thq inside comer Is constructed the In the stairs. The second step should L ST c, „�. / set on the back t' of the Iirst step to level each in both directions. Cornea it r• / %% same way as a outside comer. The only P iii ;I:� uu='III I•,_;:,�- I: iia -''• •r. reveal settling and erosion of backlitl, i�if="&. _;+,list �I111;3tl1i;=�;= •!;�iEi� should he la d first. Place backfill and `'' dillerence would be the direction the P 9 1 . Slake the center of the curve., ea This overia i should be done on alf 2. Excavate for the sand & gravel base. compact. i Clean excess flit from the top IL1"F T'" face s laid, PP ng 3. Place first unit on radius. of the units and place the second � 1 ° r 1 risers. 4course of Versa -Lok. The versa -Tuff , S+ving`Sayout line from center, 12 .•Ir 8-� pins should be inserted on the holes 1 Steps constructed with cap units on 5. Place second unit adjacent to first. on top and extend into the bottom the tread make a slightly wider Tread. 6. Continue until curve is completed., unit, it may be necessary to use a WITHOUT CAPS Use the Versa -Lok concrete adhesive 7. Stagger subsequent courses, hammer to seat the pin properly. CAP UNITS 1 f�-r -- to bond the cap units to the Versa-Lck. 8. AdJusl units for proper fit. Backfill as you go. A 12' thick layer of 9. Automatic setback is 314 in. per course. P granular Till behind insure drainage. S 2 -� \ - t o. Continue until desired height is achieved. That's all there is to it. Continue seeing �/ l n TYPE B =='it units to the height of wail required. OUTSIDE CURVE TABLE The pins will automatically Set the i; TYPE A iif' 35/(3' _JI:II�_jjll _I• FOT,01A tAINildUtd succeeding ccurses tack at It.e l j FIN' Ifill N: �I 1'fAt Q- COURSc 0/S RAD proper card into 1`e fill. : I • Y "S 4_ Iif =:- "-- Eic, p 0%5 RADIUS FOR jj;' 'r 14 r'' I 4 r 3 F•T. f7i 1 I :z•�, EX/ f1,Pt F j. _ t '-L t I '-1 ri. �5 1 2 i c I 8•-3 1/4 1 8'-i I 8'-1 3/4' 1 A•-1- Z0i101$ 1 I 8'-1_ EXAIAPLE: 3 rT, wAL.L 6 COORS-zS 1 SE,cACK 3/< 5 SEioACK5 3 3%A' 30i,01A O/S RADIUS NOTE: Drawings not to scale. NOTE: Wails over 4 feet must be designed by a qualified engineer, S T A N D A R D V E R, S A- L O K I N S T A L L A T I O N I N S T 1Z U C T I 0 1 S A N D D E T A I L S w F W. Z: �xz cr;UU cow U _..t .1 j w4V W w o >C1 rap zaaz 4 Qi�1= uryV1" J xx 3 ix: > w r � oa UU d j w�CUCq Z t> U z ozdN x UNvt� x U I N S T A L L A T I O N I N S T R U C T I O N S DESIGN CRITERIA 1_O.0;.FUER.-tL Design is based on the fact that Geogrids can be used in layers as a reinforcement for file cohesionless soils and as part of a vertical retaining hall ssstem. The modular concrete block series as a protection to prevent fluffing of fill material at the face of the wall. 2_0 ASSUMED SOIL CHARACTERISTICS SOILS SHALL NIEEr Till' FOLLOWING CRITERIA: A. Backfill on grid: PW - 4 3 deg, Cohesion = 0, r = 135 PCF B. Ratsdoru Backfill: Phi - 27 deg, Cohesion = 0, r = 125 PCF. C. Foundation Soils: Phi - 27 deg., Cohesion = 0, r = 125 PCP. If these actual soils are not met on project, Frank B. Flicks Assrx,-, Inc. should Ix contacted for a redesign of the wall before any construction is started 3.0 FOUNDATIONLOADS The miN:immn applied foundation load for this project is 4•-0 KIPS. 4.0 WALL FACING MATERIAL Modular concrete block are cast ti%ilh 3000 P.S.I. concrete meeting ASTM C90-75. Block are interlocked with fiberglass rods and filled svilh NC DOT -j57 crusher( aggregate. 5.0 GP__OGRID REINFORCEMENT: Gecwjid for this project is Mirafi 7 :CF as shown on Wall Plans. Other grids may be substituted with Engineer approval. 1VA1.L N 1 0 FOUND-1-f10N Verify load bearing capacity of soils required for the scall after digging leleling pad. Verification shall be by an Engineer registered is the state which the project is located. Excavate pad six inches beyond front edge footing and six inches in back of footing. Use 12" crushed aggregate at back of block for drainage fill. 2.0 L_E 'ELING i1:1D _j Leveling pad may be of 6 inch thick 3000 P.S.I. concrete or 8 inch thick NC DOT 1157 crushed .aggregate as shown on -the drawings. No reinforcing is required in concrete pad. Aggregate fill shall be ,,C DOT 1157 type, 3.0 ETR$"F I3LOCIC COURSE Place first block course on pad and level in both directions, Use string line.for the horizontal alignment. First block on concrete pad shall have mortar between block and footing for good bearing and leveling. 4.0 AGGREGATE: FILL FOR BLOCK Fill first course of block with crushed aggregate top block and for hvehe inches back of block for drainage. Sweep clean top of block before placing next block course or grid. SPECIFiCATIONS FOR PLACEMENT OF GEOGRiDS AND DACKFILL SOILS ON GEOGRID. 1.0 MATERIALS FILL, SOiLS OPER GRID AREA. A. Fill containing, brush, sod, roots, or other deleterious materials, including but not limited to snow, ice or frozen soil shall be considered unsuitable material and shall not be placed. B. Soil fill materials placed within four Inches of the geogrids shall meet the following minimum gradiation requirements; Minimum Angle of Internal Friction shall be-2�71and shall be verified by a Soils Testing I_ab. and certified by a Registered Professional Engineer with copies of the report furnished the Engineer. C. Soli fill material between geogrids shall meet the gradiation specified above with the exception that up to 12 inches may be placed as long as compaction around large materials is maintained and large materials not allowed to nest. D. Material passing (he 11200 sieve shall not have a liquid limit of greater than 30 or a plasticity index of greater than 20 unless written consent is obtained from the Engineer prior to placement. DRAWING NUMBER PLAN HOLD CORPORATION s IRVINE, CALIFORNIA REORDER BY NUMBER 075AR onannu FrU nr-PRINT (IN . rufc I INV. C. Where large rock stone or other acceptable materials are used in,the reinforced back- fill zone they shall not be allowed nest, but shall be distributed over the area _. to avoid pockets. Voids shall be filled with small stones or soil. D. Fill shall be compacted as specified to a minum of 95 percent as determined by Standard Proctor. .E, Testing methods and frequency shall be sufficient to verify specified compaction and shall be arranged and paid for by (lie Owner. SOILS CONIPACTION TESTS: Have soils compaction tests made on soils on grids by a Soils Testing Lab. supervised by a Engineer Registered in N. C. Have copies of compaction tests and reports sent to the Engineer by the Soils Testing Lab. 2,.0 CONSTRUCTION NiETIiODS W CORNER BRACE LiNE BRACE f /4,p A. Oversize material i+ilh maximum dimensions P�_Lines The broce wire to be placed around Posts with one wire on eachs ide �6 (Exclusive of fabric) of brace. Wire to be drawn taut by twisting between brace and each post. This applies to brace exceeding 6 inches shall not be placed L mm JL within a inches of the geogrids. �,.• ! 12"SFE-W2 4 Point Barbed 6„ i+-6, 31 r 4 Wire +I i' 6° t t 19 wire - ' ; t 111 Twisted Brace lyr 0, H B. Fill shall be placed in horizontal layers Q w ` not (o exceed 10 inches in uncom acted -� thickness for heavy mechanical compaction "OFFSS100t equipment. For hand compaction fill shall ort}OD.Post "3.65'-5% lbs/ft.with le" - � be placed in horizontal layers not exceeding W 6•. 3 # I2"FE W2 4 Point Barbed Wire 6 inches in uucompacled thickness. ur / rL < FE -col, W2 W CORNER BRACE LiNE BRACE LINE BRACE AT END LOCATION Q, V P�_Lines The broce wire to be placed around Posts with one wire on eachs ide �6 (Exclusive of fabric) of brace. Wire to be drawn taut by twisting between brace and each post. This applies to brace i 6" all wires. ' Diagonal 4" braces to be placed in direction of pull. o}e Steel Dowel } Post to be notched for diagonal 4"braces. All 4"dia octal braces to \ tE En g FoEndall Horiz.erocesi v have two galvanized 12d nods at each and. - .6�� FE -WI O (n 0 0 IL �,.• ! 12"SFE-W2 4 Point Barbed 6„ i+-6, 31 r 4 Wire +I i' 6° t t 19 wire - ' ; t 111 Twisted Brace lyr 0, Z Ground Line i{ i{ i,l ---Corner Post 3 'l� 12' 3' 11 " "-`'Broce Q i Pay Lines i r Typical S postnq all Line l (ExcluwiGa of Fabricl� Post Posts pacing Lines—;y CYi✓ Line Post (Exclusive of Fabric) I IF NOrOTIiERWiSE NOTED DIMENSIONS ANDDESCRIPTIONS SHOWN ONONIE DRAWING APPLY i0 OTHER DETAILS Ii L 2yx2p x Post wish L 2x2xl�g x710" Braces WITH THE SAME POST TYPE. DL CJ ort}OD.Post "3.65'-5% lbs/ft.with le" - � O.D.Braces02.27±5% lbs./ft. 6"FE-WI W 6•. 3 # I2"FE W2 4 Point Barbed Wire UJ 0 ur / rL < Grownd1, i 1 « II ' i II •'-lI ! / , --� II z 0 Lime, II I II i o O" j �2" -X12'"x12'x12'Conc.Block to" i•Ur "`Stretcher Post l.11, Z12"xW'022 1210"C C _ Pnsl Cone. Blosck 1" 1`s--- Corner Pont fSec detail below) (Typical Spacing between all Line Posts) '11--co11crele Fooling NOTES SEE GENERAL NOTES- FENCING FOR ADDITIONAL DETAILS AND IN5TRUC- TIONS. Line posts are to be of the types shown or squlvolsnt Eneineer.he approval of the � g All posts are to have a minimum weight of 1.25 lbs. per foot. n u , L2x2xtobe L2x2x4 ttA to fit around L2 x..,,11 x' stretcher 2 Lorq bracket `z bolted stretcher Post post. wC0 A minimum of five clamps fora, o attaching fabric to post ars > to beincIll ded in cost of G each line post. C0 Q Flanged"U"„ Type T "Type For use In Ilieu of setting posts in concrete. Devices shown are rtepresentationol only. See General Notes. ALTERNATE METHODS OF ATTACHING ANGLE U) METAL LINE POST ALTERNATE ANCHOR DEVICES BRACES TO STRETCHER POSTS STANDARD FENCE SPECIFICATION REFERENCE WOVEN WIRE FABRIC 242 507 502.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 236 NOTE: INSTALL 262 L.F. WOVEN WIRE FENCE WITH METAL POSTS (VDOT STD. - FE-Vt11) ALONG TOP OF RETAINING WALL TWO (2) FOOT BEHIND WALL FOR ENTIRE LENGTH OF WALL. SEGMENTAL ULQCK RETAINi 1 yyglr_! SEGMENTAL BLOCK RETAINING WALL DESIGNED BY A VIRGINIA L.iCENSED PROFESSIONAL ENGINEER COMPETENT IN THE DESIGN OF SEGMENTAL BLOCK RETAINING WALLS. Jr - > wH� xzo� 04 Z; vw�a za > W � U W >gUV�2 aQ�� Z N o; ZU 0 L) J Z ® irl 0 f� t— H Ccp W Z Z M Z:)_J I -- Lo Z CD a � Z F--1 7 W ® Q• 1— Q, V LI -1 4.fD > f--9 Z Q •st CYi✓ Z Z DL CJ � LL W rL < t� J •'-lI ! U) _ 007 t i wC0 J > C0 Q U) :D LiA 2 Z � m(� W 0 L) J Z ® irl 0 f� t— H Ccp W Z Z M Z:)_J I -- Lo Z CD a � Z F--1 7 CEI I I < DATE: JUNE 6, 2000 TECHNICIAN: CHECKED IBY: BCP REV I S I ONS NO. DATE 1 01 /26/2001 SCALES AS SHOWN PROD. NO. DIV. 96371 SHEET NO. 11 OF 15 DRAWING NO. "MAST E.FI„ 7 CD r- F - C t—I F --i f - Z uJ F -i O u 1 LL, f-; U_ i CC LJ m ,L CD F -f cr_ i� r a. �t cc U U) <L W9 1?" 0 Z � 3: .� 1— F_ 4.fD > f--9 Z H UJ CYi✓ Z Z CJ � LL W rL < t� J •'-lI ! I LIJI .J CEI I I < DATE: JUNE 6, 2000 TECHNICIAN: CHECKED IBY: BCP REV I S I ONS NO. DATE 1 01 /26/2001 SCALES AS SHOWN PROD. NO. DIV. 96371 SHEET NO. 11 OF 15 DRAWING NO. "MAST E.FI„ 7 CD r- F - C t—I F --i f - Z uJ F -i O u 1 LL, f-; U_ i CC LJ m ,L CD F -f cr_ i� r a. �t cc U U) <L Wilco Convenience Store Standard Details DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER -ol000 Sheet 12 of 15 Signed 7/17/01 PLAN HOLD CORPORATION a IRVINE, CALIFORNIA PLAN HOLD CORPORATION • IRVINE CALIFORNIA REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR PLAN HOLD CORPORATION IRVINE, CALIFORNIA PLAN HOLD CORPORATION IRVINE, CALIFORNIA PLAN HOLD CORPORATION ® IRVINE, CALIFORNIA REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR ,. REORDER BY NUMBER 075AR • ... .. InfLCiTI(,Bl.Fflr:f.ai.PRijdT.fIN 7}IIC.I.IP{F. ...-. _,..._-_-. ... _......_ ®�.a..®-..- __ ._:. _ _..... ................... .....,. _. - _ _ ...- - -_,,.. .. ._.. .... ...... .. _ lmllifllll�rmlf {=pUtyOATTat� ELEVATION PROPERTY LINE SCREENING FENCE t.1. -r; S . • WOop !='GEST oF� f= NIU/Go ld ('.q•• T`•(PICA..I.._ FOR <it --L CO�N�K 361' (AND L.IN� PoS'T• UraE-T'YF'E 4, 3 aS<-nl,�> FYaI CCNr-RE�-:TI �'. L Z 't�uj F-{OL�j FdR �Z"Y. tZ"L`9 • FZZ✓+/�.,R �� _ `ick ANCHOiz F��T 0F1="DEFT HeLEt�, POST FOUNDATION DETAIL SIGN SHALL BE LOCATED SUCH THAT IT WILT_ NOT BE OBSCURED BY VEHICLE PAFiEOIN1HESPACE. LIGHT COI.ORED REFLECTIVE SIGNISEE DETAIL) BACKGROUND MALL. FRONT OF (])RB OR --12'--+ EDGE OF PAVEMENT DARK CC?I-ORFD 2'LETTERS—•�_ _ I ] AS SHOWN Q -----.-^------^- �� STOP 96371 a W Y Q �t w 11ivvL � O . tl t1 • 111{- tt ? I --t"3 C7/ x SND/,1 X •� /-CORNER et1� ,I�l7•SvSTWID"T't--t CORNER �,/� ��ST��AS l�SSAtr1' POST J gt-OM _ Fi gr -pa g.•O« MIN. J > N !_ENC•j "7 t -i OF PfZOF'-'1=R'�•Y L_I ry f= �ENC� a PLAN > C .� UhH GSb.I..C/ANIZECJ ��t<E`iS 0 �SIMIt�t� ib 1C4JJT-�A�q art O ��.uAt_ • uhf 1"K (o"'TT��a.-c`c;r� (a M IN.{ Z r J (� lmllifllll�rmlf {=pUtyOATTat� ELEVATION PROPERTY LINE SCREENING FENCE t.1. -r; S . • WOop !='GEST oF� f= NIU/Go ld ('.q•• T`•(PICA..I.._ FOR <it --L CO�N�K 361' (AND L.IN� PoS'T• UraE-T'YF'E 4, 3 aS<-nl,�> FYaI CCNr-RE�-:TI �'. L Z 't�uj F-{OL�j FdR �Z"Y. tZ"L`9 • FZZ✓+/�.,R �� _ `ick ANCHOiz F��T 0F1="DEFT HeLEt�, POST FOUNDATION DETAIL SIGN SHALL BE LOCATED SUCH THAT IT WILT_ NOT BE OBSCURED BY VEHICLE PAFiEOIN1HESPACE. LIGHT COI.ORED REFLECTIVE SIGNISEE DETAIL) BACKGROUND MALL. FRONT OF (])RB OR --12'--+ EDGE OF PAVEMENT DARK CC?I-ORFD 2'LETTERS—•�_ _ _Min. 8'MIN,FO VANS NOTE: RAMP FOR HANDICAPPEr MUST BE LOCATED _AT SOME POINT ADJACEV 10 THE 5 AISLE AND 3/8 BORDER --� MLTY RESERVED PARKING _I 24' I JUN. - 7 MAX,' DISPLAY CONDITIONS UNLAWFUL PARKING IN THIS SPACE IS SUBJECT a STF_Ef_ PIPE FILLED w{rlt TO A FINE OF CONCRETE -- .. $ 50.00 TO $100.00 DARK COILMED REFLECTIVE BACKGRI:OUND MAIFRIAL -UGHT. COLORED I"LETTERS T•_0 ::; SVd.Awld4 a 'oa GVW. A' uiO. S%'dawol4 SPoce voce vow RADIAL PLAN A -••c 1' B var�Atdlh pe �N , a� B A Sldo�ok ar o6 o b ob] 5j derdls "1. A• -4-j TANGENT PLAN Sldt�0lk* .a T-4" Is ff • n,4,4- of Ah ar iU-,A W., x111 rlgvl•p'VH In pi mwkq a Lia dope 1 SECTION A -A This itern may be precast or ecist in place. Slop. 1211 AA-1— SECTION A-1 mSECTION B -B lkn�ds r of £,posed a9 .0s sid.xdk CURB RAMP (PERSONS WITH MOBILITY IMPAIRMENTS) <o' X 6�' E r -I U tPoS•-r 4-" x Arta I NTT=RMFCJiq^T•)_ ✓�5T 1"x-rEC7 i✓h•cE F30ARC-� ("y( (q11 TFZEATgC FAce I3oAra tom• cE4nx4t! pY�tl J N.T,S, a ,J E FM4 T u5E CTFILVANIZ'Ep B RAGK�"L"r� -jl heti i LAt� CO IrC E Qi, UA t._ 3' -gIt t- I�•__. 1: •,._. � jam-- 1 r. •'• ',YAAI CS PLAN VM —4: $'OSA. HOLES i� 11 'i• 1 rnunr vlF.u' 4 AG IIt OAr.I HC1 j_ CONCIICIC' 4 - 04 AE16A (� 4000 1`51 At 2e D.Y. GND Y21:N WHEEL STOPS No SCALE co"MT--Ml IT 01r t 11 rr f3' CY.r1. ! CAVYI.Y.A Y Sl I _ r r;rrE�YJGC ) /Y- 01 -LEO W/GGWo�7� 0v---4,rV tEL(_aW I%! t I VA r -V1 0 Ca rN Cr7rHCrcG12?ri CGN,CYCEt2! ,I j _ I •� 3 Ir- f." I . ilvi of Cal. - 1 b 111 Vail A T If— It 1I In plea � /Of.O PSI If p.to.l• � � � ' � . .' • SuAoo ' \ .•a"; Saw Y% r �.;. j Subbo+a iij P�; nue 47 MPH. In.�. _l Ar CFP/491 E AI1FnNATE nFFCI.ICAIIDN S cINNn------�—"— njrEnF,NCI� DARD 6i!CURB Neon+ VOMMA t1FrAnIMFNr NIOIiwAtIS AIM IIIArCMIT1TCN TMe I— rt" Ii. ;-.—I a tart In Yate. Nola• Cv0 he -he a rcdn a, 30n 11 a. it's 1r1s,a Iota of —b)sltl be polo for es redlal mo. iM drpth elwt+'mT br tedF.d a+ --h a1 1• 01rdKWt4w 1,wls.d or nrchot ! RI dtPlbl in VIS, Id it. bolkxn•I cub rla wh4il. .+m pa to M a a .. of It. pnslmint 11161b•.:!✓a,Odt.r core tr d•pM N or 4 Pins =low+ W n4N*14A1 h 4-pJIB NA It )0 N nvN b a d.ewow w - kit—ito 1. d.pfh. :. "r • :r _, f lids am of IM ewh and ulf al rar M Ca+th vc4d paroN111 to Itw •Mol of .Ib• T_6.�-I 2,•G+ Iw Inca rnv, Inr p'o•Idsd a t minimum AIDIA N 2� is 11Iq IImalnlah.ed. at 4 n ar I Ih+ sptlan N IM caul pclN T hl+ 11-11, 11 r• 01 —'f ""I it 17n toted 11 VI t.,I III 1111+ n1P-Fn1 t4 jhnn.t and 43 hl'll t. leu In drl.iop.d wbon O wbw6pn arta•. 4411 Coro, ',r0 A 1,111. Ih.1d d'aHn of Viol. 11114 laby 10u M ru0.1vl ils bA N tK m r.0,a1 canbltgtivn cw b A ev. This 11" —y M p wart a earl In Net.. �—It 'e b. fiat. AS 0 cal bf place, 4OW I•bt It p.—I. "Ff tmruce CUMUINA I IU(( 6" CURD 84 GU11 ER ('T3-- OEPAlITMENt 502 d T 20403 I nANSFUR IA I ION s" VARIES 1 IIADIUS GROOVE _ "I if SLOPE q• •.p;�' :u'. ., n,�• :,{ .'o •, ;n'. •.b.:•' Via.. •'�A•'.: h'ri •. N .d. �n FACEDOWN SIDEWALK Vote": Stdewnik and curb to be monolithicnily poured Class A3 concrete. Lf"flIf fUnItIALLY SLOTIIEO F,Pd1E 8 FRAME DFPfttl OF CIIANIIEL - YAn1E'9 FROM 8.3' 10 9.1* YAnIES AA^,ED ---- Ota OEPIN of 04ANNEL Tn[NCII DnA1N CONCnETE BEDDING DETAIL N.1.S. L� SM -9,5A sunrncc 1 �2 .. ASE BM -25.0 12 .. •; 111 .: ': STONE BASE 31 t; S IO(dE 13ASE: CN V.D.O.T. T)PE 1. SIZE 210 BASE COURSE: 220 Lias. V.D.O.T. TYPE. 13M-25.0 PER SQ.YD. SURFACE COURSE:220 Lbs V.D.O.T, TYrIE SM -9.5A PER SQ.YD lipul APPLICA11011 Or SACK COAT MAY DE WAIVED UY ENGINFE<R IF SURFACE COURSE IS APPLIED IMMEDIATELY AFTER PLACING AND COMPACIING THE BASE COURSE. HEAVY DU1Y PAYMENT SLC -)-ION II.T.S. I � 04 EACH SIDE ALONG TOP TOP Or CONCRETE 2•' BIIIM1t" CancnEtE SURFACE COVnSE BITUMINOUS PnINE COAT 2' CRUStfEO AacnEOATE BASE CDUnSE S' AGGIIEGATE BUB -BASE COWACTED EAnTH SUB -GRADE i%I r/vooT W;I 7-.'6M- 25.0 RIGHT .OF WAY PAVEMENT DETAI I_ PAVEMENT W! DEN I NG N. T, S . PLAN BOLD CORPORATION a IRVINE, CALIFORNIA REORDER BY NUMBER 075AR M AS SHOWN 2' T -----.-^------^- �� STOP 96371 a WHEEL- Y Q �t a m zz � I- C `C LLf CD WU) Fi UZ MIN. J > N Q a (10 0 > C 0 Q DO O W v (a M IN.{ Z r J (� z W STRI - _Min. 8'MIN,FO VANS NOTE: RAMP FOR HANDICAPPEr MUST BE LOCATED _AT SOME POINT ADJACEV 10 THE 5 AISLE AND 3/8 BORDER --� MLTY RESERVED PARKING _I 24' I JUN. - 7 MAX,' DISPLAY CONDITIONS UNLAWFUL PARKING IN THIS SPACE IS SUBJECT a STF_Ef_ PIPE FILLED w{rlt TO A FINE OF CONCRETE -- .. $ 50.00 TO $100.00 DARK COILMED REFLECTIVE BACKGRI:OUND MAIFRIAL -UGHT. COLORED I"LETTERS T•_0 ::; SVd.Awld4 a 'oa GVW. A' uiO. S%'dawol4 SPoce voce vow RADIAL PLAN A -••c 1' B var�Atdlh pe �N , a� B A Sldo�ok ar o6 o b ob] 5j derdls "1. A• -4-j TANGENT PLAN Sldt�0lk* .a T-4" Is ff • n,4,4- of Ah ar iU-,A W., x111 rlgvl•p'VH In pi mwkq a Lia dope 1 SECTION A -A This itern may be precast or ecist in place. Slop. 1211 AA-1— SECTION A-1 mSECTION B -B lkn�ds r of £,posed a9 .0s sid.xdk CURB RAMP (PERSONS WITH MOBILITY IMPAIRMENTS) <o' X 6�' E r -I U tPoS•-r 4-" x Arta I NTT=RMFCJiq^T•)_ ✓�5T 1"x-rEC7 i✓h•cE F30ARC-� ("y( (q11 TFZEATgC FAce I3oAra tom• cE4nx4t! pY�tl J N.T,S, a ,J E FM4 T u5E CTFILVANIZ'Ep B RAGK�"L"r� -jl heti i LAt� CO IrC E Qi, UA t._ 3' -gIt t- I�•__. 1: •,._. � jam-- 1 r. •'• ',YAAI CS PLAN VM —4: $'OSA. HOLES i� 11 'i• 1 rnunr vlF.u' 4 AG IIt OAr.I HC1 j_ CONCIICIC' 4 - 04 AE16A (� 4000 1`51 At 2e D.Y. GND Y21:N WHEEL STOPS No SCALE co"MT--Ml IT 01r t 11 rr f3' CY.r1. ! CAVYI.Y.A Y Sl I _ r r;rrE�YJGC ) /Y- 01 -LEO W/GGWo�7� 0v---4,rV tEL(_aW I%! t I VA r -V1 0 Ca rN Cr7rHCrcG12?ri CGN,CYCEt2! ,I j _ I •� 3 Ir- f." I . ilvi of Cal. - 1 b 111 Vail A T If— It 1I In plea � /Of.O PSI If p.to.l• � � � ' � . .' • SuAoo ' \ .•a"; Saw Y% r �.;. j Subbo+a iij P�; nue 47 MPH. In.�. _l Ar CFP/491 E AI1FnNATE nFFCI.ICAIIDN S cINNn------�—"— njrEnF,NCI� DARD 6i!CURB Neon+ VOMMA t1FrAnIMFNr NIOIiwAtIS AIM IIIArCMIT1TCN TMe I— rt" Ii. ;-.—I a tart In Yate. Nola• Cv0 he -he a rcdn a, 30n 11 a. it's 1r1s,a Iota of —b)sltl be polo for es redlal mo. iM drpth elwt+'mT br tedF.d a+ --h a1 1• 01rdKWt4w 1,wls.d or nrchot ! RI dtPlbl in VIS, Id it. bolkxn•I cub rla wh4il. .+m pa to M a a .. of It. pnslmint 11161b•.:!✓a,Odt.r core tr d•pM N or 4 Pins =low+ W n4N*14A1 h 4-pJIB NA It )0 N nvN b a d.ewow w - kit—ito 1. d.pfh. :. "r • :r _, f lids am of IM ewh and ulf al rar M Ca+th vc4d paroN111 to Itw •Mol of .Ib• T_6.�-I 2,•G+ Iw Inca rnv, Inr p'o•Idsd a t minimum AIDIA N 2� is 11Iq IImalnlah.ed. at 4 n ar I Ih+ sptlan N IM caul pclN T hl+ 11-11, 11 r• 01 —'f ""I it 17n toted 11 VI t.,I III 1111+ n1P-Fn1 t4 jhnn.t and 43 hl'll t. leu In drl.iop.d wbon O wbw6pn arta•. 4411 Coro, ',r0 A 1,111. Ih.1d d'aHn of Viol. 11114 laby 10u M ru0.1vl ils bA N tK m r.0,a1 canbltgtivn cw b A ev. This 11" —y M p wart a earl In Net.. �—It 'e b. fiat. AS 0 cal bf place, 4OW I•bt It p.—I. "Ff tmruce CUMUINA I IU(( 6" CURD 84 GU11 ER ('T3-- OEPAlITMENt 502 d T 20403 I nANSFUR IA I ION s" VARIES 1 IIADIUS GROOVE _ "I if SLOPE q• •.p;�' :u'. ., n,�• :,{ .'o •, ;n'. •.b.:•' Via.. •'�A•'.: h'ri •. N .d. �n FACEDOWN SIDEWALK Vote": Stdewnik and curb to be monolithicnily poured Class A3 concrete. Lf"flIf fUnItIALLY SLOTIIEO F,Pd1E 8 FRAME DFPfttl OF CIIANIIEL - YAn1E'9 FROM 8.3' 10 9.1* YAnIES AA^,ED ---- Ota OEPIN of 04ANNEL Tn[NCII DnA1N CONCnETE BEDDING DETAIL N.1.S. L� SM -9,5A sunrncc 1 �2 .. ASE BM -25.0 12 .. •; 111 .: ': STONE BASE 31 t; S IO(dE 13ASE: CN V.D.O.T. T)PE 1. SIZE 210 BASE COURSE: 220 Lias. V.D.O.T. TYPE. 13M-25.0 PER SQ.YD. SURFACE COURSE:220 Lbs V.D.O.T, TYrIE SM -9.5A PER SQ.YD lipul APPLICA11011 Or SACK COAT MAY DE WAIVED UY ENGINFE<R IF SURFACE COURSE IS APPLIED IMMEDIATELY AFTER PLACING AND COMPACIING THE BASE COURSE. HEAVY DU1Y PAYMENT SLC -)-ION II.T.S. I � 04 EACH SIDE ALONG TOP TOP Or CONCRETE 2•' BIIIM1t" CancnEtE SURFACE COVnSE BITUMINOUS PnINE COAT 2' CRUStfEO AacnEOATE BASE CDUnSE S' AGGIIEGATE BUB -BASE COWACTED EAnTH SUB -GRADE i%I r/vooT W;I 7-.'6M- 25.0 RIGHT .OF WAY PAVEMENT DETAI I_ PAVEMENT W! DEN I NG N. T, S . PLAN BOLD CORPORATION a IRVINE, CALIFORNIA REORDER BY NUMBER 075AR 0 1A �r b O I H H J 4 Z Q x Im GL -z( I �, y r i 0 F-- m02 Q H ! a CO C.Z w _! LL > z F4 i F-1 z 'm f Z) 1.0 1 (p0• < 'IV p 0) CD f 1 � v Cn � Lu M AS SHOWN LJ W 96371 a z Z Y W �t a m � � I- C `C LLf CD WU) Fi UZ T CE J > W i-1 Q a (10 0 > C zLLO 2000 Q DO O W v C0 Z r J (� z W 0 1A �r b O I H H J 4 Z Q x Im GL -z( I �, y r i 0 F-- m02 Q H ! a CO C.Z w _! LL > z F4 i F-1 z 'm f Z) 1.0 1 (p0• < 'IV p 0) CD f 1 � v Cn � Lu S AS SHOWN P PROD. N0. DIV, 96371 ---------------------- W 12 DF 15 h 0,- L~cI URAW ING No . I- C `C LLf UZ T CE W i-1 Q W z) zLLO 2000 t O I-_ (� DATE: JUNE 6, TECHNICIAN: RAG CHECKED BY: BCP REVISIONS N0, DATE 1 01/26/2001 3 04/24/2001 6 06/18/2001 r ili I'-- �1 -4 Ir cl: dJ� 0 �I J� co Q Lu H P > SCALES S AS SHOWN PROD. N0. DIV, 96371 ---------------------- SHEET NO. 12 DF 15 0,- L~cI URAW ING No . "MAS TEW `C I 00 wilco Convenience Store Standard Details ITMP 045131 -01 -OA -01000 Sheet 13 of 15 Signed 7/17/01 PLAN HOLD CORPORATION . IRVINE, CALIFORNIA REORDER BY NUMBER 075AR 16'-8" 4" DIA. PERFORATED ABS CEMENT t,,,.m.,A,..,----- DRAIN; SLOPE TO DRAIN. GROUT LEDGE ..- --- _ - _ L - - - -- - - - - - - - - - - - - - - ---------- - - --• 1 g �- () I ( TO OF WALL ELEV. 430,.67 II i 1 , I 1 26.67 USE B"x8"x16°' CMU STAGGERED AND CUT AS NECESSARY TO FILL SPACE BETWEEN 12" BLOCK WALL AND B" BLOCK WALL ON FRONT, CONTINUE BOND BEAM AND REINFORCEMENT. -- ------------------------------------------------I I , r•. � ' I t I , I , i 1 t TOP OF PAD ELEV. 418.17 - I i I i I 1 r 1 I I I 1 1 1 1 L I a 1 1 f OF WALL ELEV. 426.67 16'_8" J 6'-0,1 J DUMPSTER ENCLOSURE — PLAN SCALE: 3/8" = 1' SEGMENTAL BLOCK RETAINING WALL 3'-4" DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAW PLAN HOLD CORPORATION - IRVINE, CALIFORNIA PLAN HOLD CORPORATION IRVINE, CALIFORNIA PLAN HOLD CORPORATION a IRVINE, CALIFORNIA REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR PLAN NOLO CORPOfREORDER BY NUMBER 075AR REORDER 12'-0" 3'-4" M DUMPSTER ENCLOSURE — FRONT ELEVATION SCALE: ::/8" 18'-0" 16'-0" NOTE: SHADED MASONARY IN WALL ELEVATIONS 10'-811' �- 2'-B" 4'--8" INDICATES EXTENT OF 12" CMU UNITS. 8" CMU 81, CMU Bit CMU 8" CMU CAP BLOCK CAP BLOCK CAP BLOCK 4 l a�' =-a•=-�.__.��-.sr.,_ -a°-a TaIIa ae� _s v�$aa as-i-aaa -Baa=-^-sk.;a ❑ aC==a,°==T-'n kj�a� m -. _5. ... 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It 11« Sl: w.._ .1..« +.+q...tr _a �. ,. .- 4r ,,�+ w<r :...t it,. .�®.0 Is:a R HORIZONTAL MASONARY Ir-.._.. u,u„1� g t 't , rr BEAM W __.•-M ��' -`.._ �.. 'fl rrw--,-�1” "r�"��^t r�lr��^m 'r^' - �tfu,'',P'�'�Ifr`.•-I BEAM W BEAM I {� , . a,�PY 'il'. , it Q y! .. Y11g . 'Ir. itif _ ..fC.. tl�n .. 1` n tt .... u(iq, . 11'1. a I e. N lu _ . i` u n . " .. � . u .n .. . _ I1 u - . tl . , "11':` .n .... , ntln'- - .. I .I1 . , II n , N .0 u I u - .: - N .. ...r. �.1 u u .. 1 _ u , ..il . N ..0 . u ..." . n - •u u n . t tt N" nu u' Inn WEt Pn' OLE nn u° N n .'1 Ir N u u' .' Ir ..' e u 11 .u.. N14r. u_ _ .n" i_'. '_.1110 "..n u_ ' - _ .r u_ _ ..f.0 u_ . _ - .11 .. ..j_n fir. fill" } WALL REINFORCEMENT n n it ¢ II' n .n I -N U.. ..I.0 n. n .. a _ C11 {,�'j � r . , . s. , .. �. N. n .. 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R F M h «!1-,�_««..*� L. ..al}�....,.T.�..._. a�-«a.�a,�: .nli' _i 0 IBER ESI _ _ � '� , uli ull � fyl 3 sill � NII ; ull -� 1111 ^ etk--U- if jr—I'-4— Lu N n n ➢u f s u n ❑ m n u N n-. N n n n u n u n n /�" -11� 11 II ii ii 11 it ii I it nil Y � ,I ,�„y„�_SL�P , 1 8 n PE 1 N rn n n n u-.(.__.,_ � ° 1 - 0. - u -, it -I _ rr �` N -. It u , l . i4 '. u " nu , qui . Nu luu ,i➢ nu . u . n -: - 1 . Ir 1 u n u ..- u u ,. n a jQ x I ..11 II" -'II• -li ?, -II_s. •-11 tl -N ,¢"il_ -!(": 11, 11 •.-II-'.II _II - II`' -11F fP -11'11;11 If fi -a1.► `>tii__.wr,...... r'r.._m' f4i.T-- Ilq - IIII - II• •111 •� -If I( II - - II. tl1� If 11 �--II il' -il -II -11^q - ti ,t :,, n rr a I/. ., n ri nu N . N rt +t n II rl .." 11 'A - n a .11 .1.: _ = - �l # , , l 1 N - H n' . u Ill rI if n It - ' n .t n W n u _ If - It if 11 ^ u It It m I n m- . n air _ n . I4 . x (i7 (fJ .- Yr y :.: ,d Y Y Y Y.; Y Y Y 9 Y. Y. It .- Y' , !1 '. Y Y (D f �1 i ' Y Y. y y, .. Y.' A , W :: Y Y, A Y_ Y Y' Y' .,y Y Y - Y.'. Y,' Y' Y. 4 d 1-#5- - - --- a Y 'D I f11 xo I 12" CMU @ 16" 16" 6'-8"` 24-1 24sl 2011 16 OVERLAP OVERLAP 7'-0" 7. -air 2-#5 6° 12" 6.__011 2-#5 20" 1 1611 7'-01, 24" 24" OVERLAP OVERLAP 7'-0" 16' 16" 20" DUMPSTER ENCLOSURE -- SECTION A—A DUMPSTER ENCLOSURE — SECTION B—B SCALE: 3/8" = 1" SCALE: 3/8" = 1 ' C 5'-e" (2"x6"x8'-4") BRIGHT ZINC ONE (1) EA. DOOR GATE DETAIL — FRONT ELEVATION SCALE: 3/4" = 1' 5 1/2" 3/3" GALVANIZED 5 1/2" TREATED GATE FRAME ROD AND GATE FRAME (2"x6"x8'-4") (1"X6"1 TURNBUCKLE (1"X6") DIAGONAL STRUT (1'x6 ) 1 `—GATE BINGE 6 1/4" 22 " GATE DETAIL — SECTION C—C SCALE: 3/4" = 1' Dumpster Enclosure fieneral Natna I. Footings shall bear on undisturbed soil et the depths shown. An allowable soil bearing 2000 PSF has been assumed. 2. Concrete for footinge shall be air entrained with a compressive strength of 4000 psi III 28 days. All concrete construction shall be in accordance with 'Building Code Requirements for Reinforced Concrete' ACI -318 current edition. All exposed concrete corners shall have a 3/4' x 3/4' chamfer. 3. Concrete block shall be load bearing block, nominal 8'x8'x16' or 8'x12'x16', two (2) core modular units. Solid masonry slabs or caps shall be used where noted. Split face block shall be used in all locations where a CMU face Is exposed to public view; is. exposed exterior wells, exposed interior faces above elev. 426.67. The split face shall be set for these exposures. Where the exposed CMU fare is not generally exposed to public view. Se. within the enclosure and below Elev. 426.67 and/or where the block face will be exposed to earth fill, standard load bearing block may be used. 4. Mortar shoLL be Type 'M' wt-th a compreasuve, atrength of 2500 psi: mortar shall meet ASTM C270 -80A, current edition. 5. All modular, block cores with reinforcement shall be filled with cement grout. All of the cores An the first four (4) courses of block, with or without reinforcement, shall be filled with cement grout. 6. Masonry wall reinforcement shall be regular truss standard (9X9) All Brite Ty -Wal 0100 or Wire Bound Series 300 or equal. Reinforcement shall be lapped 6' at eplice(a). Masonry well reinforcement shall be lapped at corners. Reinforcement shall meet ASTM A-82. Masonry control joint gaskets and sealants by Websen pacific Corporation, Thermal -Chem, or equal. Masonry wall reinforcement shall be discontinuous at control joints. Horizontal wall reinforcement shell be placed in the first four (4) n:tuck course and in the couran hainw eny bond beam, and every other block course thereafter. 5 1/2" FACE BOARDS (1"x6"x8') NOTE: TURN SPLIT FACE BLOCK W/ AS SHOWN Z) C� cc W SPLIT FACE VISABLE TO THE Cc 0 PROD. NO. DIV. 1 1/2 INSIDE OF ENCLOSURE ABOVE L.) > CD - � �CC SHEET NO. ELEVATION 426.67. 0 J J L!Cr DRAWING NO. � f CLz • _ � � R #�Ift.. .§ it LL 0~- �..__._ CMU BOND !3" _........ . ........... .. a ._ BEAMS TREATED DATE: JUNE ... ....................... .... .. ... TECHNICIAN: RAG CHECKED BY: BCP >' vim) NO. DATE 1 01/26/2001 W 03/01/2001 3 . �.9 I._._ _ 1... Cc (n > LAGONAL STRUT � tx' z --_rm- -,- sem _IGN CENTERLINE Cc ITH CORNER W m 2 LLJ U mCD J W ..._._.. �...--�_•---_ i --_,.` .__ _-.J.... CMU BOND )i BEAMS ff ;oeFII IDapammaa �IIa1 , e• ;s=wan a�IDmapa,a<=�+ te_, T______.-._ CMU BOND # I BEAMS LU L _J1 JH Li LL _.._.... , ,:.f .L• IIIIa=2=--� SaaIDIIIICm Ca CaaCmm IDII IDaaIImipa IDCaav=IDaSaII =`IIIA- DUMPSTER ENCLOSURE — FRONT ELEVATION SCALE: ::/8" 18'-0" 16'-0" NOTE: SHADED MASONARY IN WALL ELEVATIONS 10'-811' �- 2'-B" 4'--8" INDICATES EXTENT OF 12" CMU UNITS. 8" CMU 81, CMU Bit CMU 8" CMU CAP BLOCK CAP BLOCK CAP BLOCK 4 l a�' =-a•=-�.__.��-.sr.,_ -a°-a TaIIa ae� _s v�$aa as-i-aaa -Baa=-^-sk.;a ❑ aC==a,°==T-'n kj�a� m -. _5. ... I,. APPROX. { i 3 -- - E i a 1 1 I; I:1 BONG 1i « ++ a ; " ! " " i' u" < u u 1 APPROX . LOCATION OF - CAP BLOCK v u u 1 r u # u I u -� ➢ s n it n It I it n II a SLOPING EARTH FIL.L BOND BEAM W/ af_ ,_aw,._.. .<+w.,. .➢__>__-a __®. k -'t_-..,...,.-- rT ry BEAM W/ ` BEHIND WALL. II II II 'j II } 11 } II 11 It 11 « II II 2-#4 ;° ° r " u u -- ii - u u i n n Mi (IA - 3 i l 2 #4 S: -'"--. ..._�.,-.Itr._N➢._-_j ._...._.._._t u ' ' ? , r`i - r , n n i n I n I n � n a j u 1 1 11 I ", HORIZONTAL MASONARY df«..- CAP BLOCK n n u e rt Ir rt i n r ➢ u N J� ... l d a14« ,_r ➢ n g`g n u I u j u j u u n£ " u �� WALL REINFORCEMENT u1 III u� ul ujj #4 @ 16 ° u N k .... t1 ,.: '+ ... '+ t 1J aL.. u n _ n -. #4 @ 16 �... .r..rrW.. - ., ,i ..-.. l.i,. .r... n.. ,.5,:71,. E.IL.. ... N ... �.._.. S: il- If u u , ii ` n " < !I 11 11 F 11 If � 11 11 f i R _ _ ..... 1 ...__ ?..... .'i ... 11 .. ii .,. tl " , 11,,;� •• TP T' - 11",_ "IP, #5 @ 16„0 1, N u; n; m nr n, I;` ui u 1 #5 @ 16 f _ _. _. _.. _ _ 1 u n# a un # 11 u n u .Y -._ l 1... 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R F M h «!1-,�_««..*� L. ..al}�....,.T.�..._. a�-«a.�a,�: .nli' _i 0 IBER ESI _ _ � '� , uli ull � fyl 3 sill � NII ; ull -� 1111 ^ etk--U- if jr—I'-4— Lu N n n ➢u f s u n ❑ m n u N n-. N n n n u n u n n /�" -11� 11 II ii ii 11 it ii I it nil Y � ,I ,�„y„�_SL�P , 1 8 n PE 1 N rn n n n u-.(.__.,_ � ° 1 - 0. - u -, it -I _ rr �` N -. It u , l . i4 '. u " nu , qui . Nu luu ,i➢ nu . u . n -: - 1 . Ir 1 u n u ..- u u ,. n a jQ x I ..11 II" -'II• -li ?, -II_s. •-11 tl -N ,¢"il_ -!(": 11, 11 •.-II-'.II _II - II`' -11F fP -11'11;11 If fi -a1.► `>tii__.wr,...... r'r.._m' f4i.T-- Ilq - IIII - II• •111 •� -If I( II - - II. tl1� If 11 �--II il' -il -II -11^q - ti ,t :,, n rr a I/. ., n ri nu N . N rt +t n II rl .." 11 'A - n a .11 .1.: _ = - �l # , , l 1 N - H n' . u Ill rI if n It - ' n .t n W n u _ If - It if 11 ^ u It It m I n m- . n air _ n . I4 . x (i7 (fJ .- Yr y :.: ,d Y Y Y Y.; Y Y Y 9 Y. Y. It .- Y' , !1 '. Y Y (D f �1 i ' Y Y. y y, .. Y.' A , W :: Y Y, A Y_ Y Y' Y' .,y Y Y - Y.'. Y,' Y' Y. 4 d 1-#5- - - --- a Y 'D I f11 xo I 12" CMU @ 16" 16" 6'-8"` 24-1 24sl 2011 16 OVERLAP OVERLAP 7'-0" 7. -air 2-#5 6° 12" 6.__011 2-#5 20" 1 1611 7'-01, 24" 24" OVERLAP OVERLAP 7'-0" 16' 16" 20" DUMPSTER ENCLOSURE -- SECTION A—A DUMPSTER ENCLOSURE — SECTION B—B SCALE: 3/8" = 1" SCALE: 3/8" = 1 ' C 5'-e" (2"x6"x8'-4") BRIGHT ZINC ONE (1) EA. DOOR GATE DETAIL — FRONT ELEVATION SCALE: 3/4" = 1' 5 1/2" 3/3" GALVANIZED 5 1/2" TREATED GATE FRAME ROD AND GATE FRAME (2"x6"x8'-4") (1"X6"1 TURNBUCKLE (1"X6") DIAGONAL STRUT (1'x6 ) 1 `—GATE BINGE 6 1/4" 22 " GATE DETAIL — SECTION C—C SCALE: 3/4" = 1' Dumpster Enclosure fieneral Natna I. Footings shall bear on undisturbed soil et the depths shown. An allowable soil bearing 2000 PSF has been assumed. 2. Concrete for footinge shall be air entrained with a compressive strength of 4000 psi III 28 days. All concrete construction shall be in accordance with 'Building Code Requirements for Reinforced Concrete' ACI -318 current edition. All exposed concrete corners shall have a 3/4' x 3/4' chamfer. 3. Concrete block shall be load bearing block, nominal 8'x8'x16' or 8'x12'x16', two (2) core modular units. Solid masonry slabs or caps shall be used where noted. Split face block shall be used in all locations where a CMU face Is exposed to public view; is. exposed exterior wells, exposed interior faces above elev. 426.67. The split face shall be set for these exposures. Where the exposed CMU fare is not generally exposed to public view. Se. within the enclosure and below Elev. 426.67 and/or where the block face will be exposed to earth fill, standard load bearing block may be used. 4. Mortar shoLL be Type 'M' wt-th a compreasuve, atrength of 2500 psi: mortar shall meet ASTM C270 -80A, current edition. 5. All modular, block cores with reinforcement shall be filled with cement grout. All of the cores An the first four (4) courses of block, with or without reinforcement, shall be filled with cement grout. 6. Masonry wall reinforcement shall be regular truss standard (9X9) All Brite Ty -Wal 0100 or Wire Bound Series 300 or equal. Reinforcement shall be lapped 6' at eplice(a). Masonry well reinforcement shall be lapped at corners. Reinforcement shall meet ASTM A-82. Masonry control joint gaskets and sealants by Websen pacific Corporation, Thermal -Chem, or equal. Masonry wall reinforcement shall be discontinuous at control joints. Horizontal wall reinforcement shell be placed in the first four (4) n:tuck course and in the couran hainw eny bond beam, and every other block course thereafter. 5 1/2" FACE BOARDS (1"x6"x8') 3/8" GALV. ROD AND w TURNBUCKLE o� a r 7. Paint All exterior faces of the masonry block, except where block shall be exposed to earth fill shall receive one (1) coat of block sealer and two (2) coats of epoxy masonry exterior paint. The masonry surface shall be cleaned free from dirt, loose or excess mortar and be thoroughly dry before paint applications. Coat Finish Vehicle Description Primer Flat Epoxy One (1) coat of Koppers Concrete and Masonry Filler or Equal Finish Flat Rubber Two (2) coats of Koppers Ramoc Exterior Masonry Paint or Equal Color Match Standard 'Brown' of Segmental Block Retaining wall B. All lumber used in conjunction with the gates shall be pressure treated with zinc -chloride. Wolman -Salt or other approved salt. All materials shall be new and suitable for the intended purpose. All carpentry shall produce joints true, tight and well nailed or bolted. The gates and exposed wooden members shall be stained a ALL DRATNAg FTA. WALL DRAINAGE 1/2 DIA.'Y' s:12"X12" GRADE 57 STONE PVC WEEP a'W/ 4" DIA. PERF. DRAIN HOLE WHERE ENCLOSED BY FILTER INDICATED. FABRIC. SLOPE DRAIN TO GRADE, TN^,TA(..).. WTRF SCREEN AT 'END CAP. r >- _-1 ui z z X W 1`7(n !�- Lo z 0 U) z M•-1 SCALESLU 07 AS SHOWN Z) C� cc W /vI"� Cc 0 PROD. NO. DIV. Z 1_.!J L.) > CD - � �CC SHEET NO. 0 0 J J L!Cr DRAWING NO. � f CLz CL U o LL 0~- _J LL !3" a ._ V1 DATE: JUNE 6, 2000 TECHNICIAN: RAG CHECKED BY: BCP >' vim) NO. DATE 1 01/26/2001 W 03/01/2001 3 1 04/24/2001 �.9 Cc (n > LAGONAL STRUT 1'x6) _IGN CENTERLINE Cc ITH CORNER W m 2 LLJ U mCD J W 3/8" GALV. ROD AND w TURNBUCKLE o� a r 7. Paint All exterior faces of the masonry block, except where block shall be exposed to earth fill shall receive one (1) coat of block sealer and two (2) coats of epoxy masonry exterior paint. The masonry surface shall be cleaned free from dirt, loose or excess mortar and be thoroughly dry before paint applications. Coat Finish Vehicle Description Primer Flat Epoxy One (1) coat of Koppers Concrete and Masonry Filler or Equal Finish Flat Rubber Two (2) coats of Koppers Ramoc Exterior Masonry Paint or Equal Color Match Standard 'Brown' of Segmental Block Retaining wall B. All lumber used in conjunction with the gates shall be pressure treated with zinc -chloride. Wolman -Salt or other approved salt. All materials shall be new and suitable for the intended purpose. All carpentry shall produce joints true, tight and well nailed or bolted. The gates and exposed wooden members shall be stained a ALL DRATNAg FTA. WALL DRAINAGE 1/2 DIA.'Y' s:12"X12" GRADE 57 STONE PVC WEEP a'W/ 4" DIA. PERF. DRAIN HOLE WHERE ENCLOSED BY FILTER INDICATED. FABRIC. SLOPE DRAIN TO GRADE, TN^,TA(..).. WTRF SCREEN AT 'END CAP. r >- _-1 ui z z X W 1`7(n !�- Lo z 0 U) z M•-1 0 H d v H H Z W 0 H 0 �0 W 0 J W H LL SCALESLU M AS SHOWN Z) W /vI"� Cc 0 PROD. NO. DIV. z 1_.!J L.) > CD - � �CC SHEET NO. 0 Ll.i C 1-4 z z 0 L!Cr DRAWING NO. � f CLz U o LL 0~- _J LL !3" ._ V1 DATE: JUNE 6, 2000 TECHNICIAN: RAG CHECKED BY: BCP REVISIONS NO. DATE 1 01/26/2001 2 03/01/2001 3 1 04/24/2001 0 H d v H H Z W 0 H 0 �0 W 0 J W H LL SCALESLU M AS SHOWN Z) Z '^i U PROD. NO. DIV. z H 96.371 Q SHEET NO. 0 13 OF 15 1- DRAWING NO. it Ir U U) 0 "DUMPS€=i3" ,Wilco Convenience Store DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER ,Standard Details TMP 045DI-01-OA-01000 Sheet 14 of 15 Signed 7/17/01 g PLAN HOLD CORPORATION IRVINE, CALIFORNIA PLAN HOLD CORPORATION • IRVINE, CALIFORNIA REORDER BY NUMBER 075AR PLAN HOLD CORPORATION s IRVINE, CALIFORNIA PLAN HOLD CORPORATION - IRVINE, CALIFORNIA REORDER BY NUMBER 075AR PLAN HOLD CORPORATION - IRVINE, CALIFORNIA POSM N.cncc.nc.PPJNY nN N1c UNs:- REORDER BY NUMBER 075AR REORDER UMBER 075AR REORDER BY NUMBER 075AR n x- - - - - - - NOTE: HYDRANT MUST BE 4► KENNEDY GUARDIAN (K -81A) EQUIPPED VVIIH CHARLOTTES - DIMEtJSIOtJ MUELLER CENIURION (A-423) I \'ELLE THREAUS WHICH IS METER SIZE A Q OR APPROVED EQUAL THE LOCAL SFANDARO. 1 Q LENGTH OF BRANCH VARIES 12' 6' MIN _ 2' TO 10' OF TT 3'8• 7 Cu. FT. 18" /--SALVE BO Q', t{JN. GRAVEL 4' 5' MIN.. (f tJ 36"MIN i Y VALVES THAN 4' S I CG,PLR BEER 6" 2500 P. S.1. CONCRETES BASE AND THRUST LE BLOCK AGAINST ` UNDISTURBED STAB SOIL STEEL PILE TO WHEN TRE SOIL IS DISTURBED DR WHEN 3/4" IN ALL RODS IO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN !N AI_L INSTALLATIONS. RODS SHALL BE GALVANIZED T HYDRANT WITH -3 4" THE VALVE 0 THE YD tT 2 D I OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE N P CONCRETE. 1. SURROUND WEEP HOLESS W1TH GRAVEL A D KEEP FREE E OF CON . 2, MAINTAIN A 3' MIN. COVER FROM 771E MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SMALL SLOPE AWAY FROM DHE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH, TYPICAL EIRE HYDRANT ASSEMBLY DETAIL N. T. S. FIG. W-4 PLACE 5' GAIN. WITNESS POST PAINTED 8'HE TO INDICATE VALVE LOCATION AS o DIRECTED. MARKER LOCATION MAY BE SUBJECT Y TU HIGHWAY OEPAR TMENI APPROVAL. FINISHED GRADE --� j� ADJUSTABLE VALVE BOX W/ LID H - / (SCREAM & TAYLOR FIG. N0. U rl (SCREW TYPE) OR APPROVED EQUAL 1 --�^ �----- M.J. GATE VALVE WATER *I_I) I I 1 LIN�A d- Iq B 2500 P.S.I. CONCRETE $ n 2'x 2' BEARING AREA. THRUST BLOCK iR a 4 d G a a a NOTE IN REMOTE AREAS, VALVE BOXES SHALT. EXTEND SIX (6) INCISES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG, W-5 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 874" AIN 8" INITIAL BACKFILL---,e24lAIN B' WNMR AtIN MIN. i 6' BEDDING ,.! #68 STONE ' S1ABI E SOIL ROCK Y SCRAPE THE BOTTOM OF THE TRENCH. H, REMOVE ALL STONES TO INSURE TTIE PIPE DOESN'T REST ON ROCK AND T IE14 COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF X168 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE $41AT '"-" INITIAL BACKFILL `JAI SOIL MIN. MIN �. MIN. Ci^Y68 STONE 6( a' TONE E STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER. LINES, 2. NO ROCKS LARGER DIAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE iNITIAL BACKFILL, 3.111E INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS --..._---- FIG, W-2 TD -17 TD -18 TO -13 B (---------------_...-� I i I f I I I I I I I I ( I I I I r r PVC SLEEVE THRUST BLOCK VALVE BOY, M.J. FITTlNG- TYPICAL METER VAULT N.1,S. FIG. W -7A SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ INITS. TDP VIEW 3" DIAMETER FLAT REARING SURFACE UNDERNEATH 14' X 36' 4LUMINU4 ACCESS 7ATCH 4► DIHENSIDN DIMEtJSIOtJ DIMENSION METER SIZE A S Q 1. THE COST OF THE SL -113 INCLUDED N THE STRUCTURE. THE DRNNAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY 1KT'N ARMY SAFETt SLABS ARE NEEDED FOR EACH 12' LOCKING ASSEMBLY MIN. OF TT 3'8• ° 5' IN Q', t{JN. _-4'__Bl 4' 5' MIN.. 12' MIN. tJ GREATER PROPOSALS WILL BE SUBMITTED. THAN 4' S I CG,PLR - B (---------------_...-� I i I f I I I I I I I I ( I I I I r r PVC SLEEVE THRUST BLOCK VALVE BOY, M.J. FITTlNG- TYPICAL METER VAULT N.1,S. FIG. W -7A SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ INITS. TDP VIEW 3" DIAMETER FLAT REARING SURFACE UNDERNEATH 14' X 36' 4LUMINU4 ACCESS 7ATCH 44 MIN. 60 11-- --I 37' MIN, BYPASS NOTES: 1. PROVIDE A 6" THICK GtRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCIED OF MASONARY BLOCK SHALL BE 8'. 3. THE OUTSIDE OF THE WAULT BELOW GRADE SHALL BE COATED Willi AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2t1 METER) NTS FIG. W -7B 4► e• MIN. e' MIN. n MW. VOL. 44 MIN. 60 11-- --I 37' MIN, BYPASS NOTES: 1. PROVIDE A 6" THICK GtRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCIED OF MASONARY BLOCK SHALL BE 8'. 3. THE OUTSIDE OF THE WAULT BELOW GRADE SHALL BE COATED Willi AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2t1 METER) NTS FIG. W -7B / SIFT COPPER a. RENO 18 MW. VOL. TEE tWIN 1. THE COST OF THE SL -113 INCLUDED N THE STRUCTURE. THE DRNNAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY 1KT'N ARMY SAFETt SLABS ARE NEEDED FOR EACH 12' LOCKING ASSEMBLY MIN. OF TT (n to IED RrTu,cs -- (ILNiCO OILY) 9 / SIFT COPPER C J-� RENO UIMENSl.,,vD �3/4•v3/4'" VOL. TEE IEE 1. THE COST OF THE SL -113 INCLUDED N THE STRUCTURE. THE DRNNAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY 1KT'N ARMY SAFETt SLABS ARE NEEDED FOR EACH VOL. NOR: OF TT (n to IED RrTu,cs -- (ILNiCO OILY) FOR CAST -IN-PLACE STRUCTURES. CU.YD. UAL $.fft�n�E (FEET) T G ACCORDINGLY, 'PS TAE 70 BE 3 AG EREU WHERE APPLICABLE. STEPS 3/4' T1PE lt' STRUCTURE SIZE AND WALL THICKNESS VARIES BEND S I CG,PLR - T C� [ O1 ux _ II_ 250 $MLE�ERVICE L SAFETY SLAB NOTE 2.50 __ 0.?4 1) SADDLES 9tAU. BE USED ON PTC PIPE. DI SAWA LAIER.U. SHALL BE THE SAME 7 E ,H_ VIRGINIA DEPARTMENT OF TRANSPORTATION 106.14 " Il n % 0 SIZE AS TUE GESSOTE E EXCEPT ASN 1E0 CAST Nt pl Eli ADOTE LN UNlE55 OTHERWISE MPROYEO, 2.00 1.50 225 2.00 k, OAS 0.10 {YHSf® GRADE I T IT r 10"^TS BROOKS 2200 SERIES SOX MIH 1/4 DENO COUPLING I -( EXTENSION OR N'PROTED EWAL WRITER 110. H-13069 (3/4', 1') LOC NO NO. II -15066 (1 1/Y, 7') 2.50 - 1.21 W UNPAIRD AREAS FORD NO 1_01-17 3/4-) YuL --- -' H0. L02-/4 I ) NO. 1D7-86 1 1/Z') M' 1a4, I W COPPERIETTER (PLACED ON STONE) H0. L02^77 2') D OR APPROVED EOUAL 2.66 FORD VV72 (5/6'"3/4') 1i 0.26 W14 (lj W CrLli 1 APPROVED ECAJAL _j 22 1/2 1.66 2.16 4•YM. METER 3.16 4 2.66 -----" 4' PONE) BRICK AS 1.68 -4.83 NG OED"No- NECESSARY ''. CORPORATION SLOP (3/4', 1', 1 1/1', 7') MUDLER NU. M-15000 TORO N0. F-600, m L� AYPnOWD EQUAL L>_l 6, ?000 TYPICAL SERVICE LATERAL INSTALLATION 3,515 12 NTS 0.43 3,81 FIG, W-6 2.83 TD -21 TD -22 TD -19 THREADED FOR COUPLING AND CAP ETER BOX (SEE FIG. W-7) NO. 57 STONE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS 2" GALV. VARIES VARIES PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W--8 _ TO -26 R ROADWAY R ' i o I DO PAVEMENT m i• _ - COATED STEEL BAND OR STAINLESS `- _. STEEL CASITJG INSULATORS AS 36` MIN. MANUFACTUREU BY ADVANCE PRODUCT 36' MI 025' MIN. THICKNESS sYSTEMs, INc., MODEL SSL sl; at p BY CA5CADE MODEL /GCS -805, OR �-J� BON ENDSFILL STEEL CASING APPROVED EQUAL. T .�- OUCiTIL IIE4 E iRT't: IP _ 18' JOINT_❑F D.I. (PUSH ON JOIN iS� __._ NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED LYSING A MODEL_ AC PULL.. -ON END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC„ IN LIEU OF CONCRETE FILL. WATER TYPICAL STEEL SLEEVE INSTALLATION_ UNDER ROADWAYS N.T.S FIG. W-10 a W �,. FOR ALL BENDS WIDEN TRENC AGCOMMOOAI ANCHOR IF REQUIRED. 45' mn BEDDING AS t REQ UIRED = L �Dci• - MIN I SECTION 1-1 4 5' - mo" L 22 } PLUG 1,` JJJ L - - 2 1 C 1 R TEE OR YE \\ITTINGS SECTION 2-2 I PPE DECREE RENO UIMENSl.,,vD r,... VOL. TEE AND PLUGS 1. THE COST OF THE SL -113 INCLUDED N THE STRUCTURE. THE DRNNAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY 1KT'N ARMY SAFETt SLABS ARE NEEDED FOR EACH VOL. SIZE OF TT (FEET) FOR CAST -IN-PLACE STRUCTURES. CU.YD. 3. ACCESS 0 PENINGS ARE O e S AGCEREO FROM ONE 510 E OP STRUCTURE TO THE OTHER (FEET) T G ACCORDINGLY, 'PS TAE 70 BE 3 AG EREU WHERE APPLICABLE. STEPS CU.YD. STRUCTURE SIZE AND WALL THICKNESS VARIES BEND TO BE N ACCORDANCE WITH AASHTO M31. + THOROUGHLY COMPACTED T TYPICAL PRECAST UNIT L _ II_ 250 _T 3.01 L SAFETY SLAB 90 2.50 __ 0.?4 - - - ,H_ VIRGINIA DEPARTMENT OF TRANSPORTATION 106.14 CDLjj 4" 1& 6" 45 221/2 2.00 1.50 225 2.00 2.60 2.sz OAS 0.10 2.00 2.25 2.50 0.15 F 11 1/4 ----- 90 1.50 _3H 3.66 2.00 ----- 3.16 2.50 - 1.21 0.10 ---- 0.48 - --- -' ---- W �, 45 2.66 2.66 2.77 0.26 W CrLli CT] _j 22 1/2 1.66 2.16 2.69 013 3.16 2.91 2.66 0.32 Ahe (3 11 1/4 1.68 -4.83 2.16 3 83-3.42 2.67 0.13 0.83 ( L� 90 L>_l 6, ?000 10" A 12" 45 3.33 3,515 12 2.95 0.43 3,81 4.DO 2.83 0.52 06/18/2001 22 1/2 2.33 2 58 86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANCES SIZE, 'DEAD ENDS AND AT VALVES. 2, USF. :2500 P.S.I. CONCRETE. 1. NO CONCRETE SHAD_ BE POURED ON ANY PART OF THE JOINT. 4. THE (CON'I I.RNG ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY DIE TYPE & SIZE OF ALL THRUST BLOCKS, CONCRETE TIIRUST BLOCKS FIG. W--3 '- .}�. 05 BMS f R" C -C TYP. LyT, A A ,' • � I � � I 30" DIAMETER PLAN L -:1 `-CLASS AT CONCRETE 117 BMS a B" RS TVP. SECTION A -A NOTES' SECTION B -B 1. STMDMD SL -i, MANHOLE SAFETY SLABS SHOULD BE REQUIRED AS PMT OF THE ORNNAGE DESIGN FOR MPNNOlES. JUNCTIbN BOXES MO DROP INLETS WITH HEIGHTS WITH STAINLESS STEEL OR THAN 12 FEET. THE SPAgNO OF ADJACENT SAFETY SLABS SHOULO BE B'TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 0 FEET OF TI : TOP OR BOTTOM OF THE STRUCTURE. BAND 1. THE COST OF THE SL -113 INCLUDED N THE STRUCTURE. THE DRNNAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY 1KT'N ARMY SAFETt SLABS ARE NEEDED FOR EACH SEE CAST W PLACE DRAWINGS URE THE OV SFL BE NOTED THE REMARKS COLUMN ON THE S FOR FURTHER DETAILS TT B" Y S BMS a 8" C•C TYP. FOR CAST -IN-PLACE STRUCTURES. ITT-.• 3. ACCESS 0 PENINGS ARE O e S AGCEREO FROM ONE 510 E OP STRUCTURE TO THE OTHER SHOWiNG BRANCH T G ACCORDINGLY, 'PS TAE 70 BE 3 AG EREU WHERE APPLICABLE. STEPS .�4, .. STRUCTURE SIZE AND WALL THICKNESS VARIES PLAN TO BE N ACCORDANCE WITH AASHTO M31. L -:1 `-CLASS AT CONCRETE `CLASS A3 CONCRETE SECTION A -A NOTES' SECTION B -B 1. STMDMD SL -i, MANHOLE SAFETY SLABS SHOULD BE REQUIRED AS PMT OF THE ORNNAGE DESIGN FOR MPNNOlES. JUNCTIbN BOXES MO DROP INLETS WITH HEIGHTS WITH STAINLESS STEEL OR THAN 12 FEET. THE SPAgNO OF ADJACENT SAFETY SLABS SHOULO BE B'TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 0 FEET OF TI : TOP OR BOTTOM OF THE STRUCTURE. BAND 1. THE COST OF THE SL -113 INCLUDED N THE STRUCTURE. THE DRNNAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY 1KT'N ARMY SAFETt SLABS ARE NEEDED FOR EACH SEE CAST W PLACE DRAWINGS URE THE OV SFL BE NOTED THE REMARKS COLUMN ON THE S FOR FURTHER DETAILS DDT,' RAINA MM CO W DRAINAGE ORDITION SUMMARY. L A0 REQUIRED CWHE NPRECA WILL U PROVIOAR FOR ADDITIONAL SAFETY SLABS REWIRED WHEN PRECAST STRUCTURES ME SUBSTITUTED B" Y S BMS a 8" C•C TYP. FOR CAST -IN-PLACE STRUCTURES. TYPICAL MANHOLE 3. ACCESS 0 PENINGS ARE O e S AGCEREO FROM ONE 510 E OP STRUCTURE TO THE OTHER SHOWiNG BRANCH T G ACCORDINGLY, 'PS TAE 70 BE 3 AG EREU WHERE APPLICABLE. STEPS .�4, .. 4. SAFETY SLAB MAY BE CAST-W-PLAOE OR PREGST. CAST -W -PLACE CONCRETE TO BE CUSS AS (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI,. REWORDING STEEL EMBEDMENT TO BE N ACCORDANCE WITH AASHTO M31. + THOROUGHLY COMPACTED 5. ACCESS OPENINGS MAY BE 30" DUMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS GPE.JNG SHALL BE RECTAN6 (STRUCTURE WIDTH BY TYPICAL PRECAST UNIT 30" LONG). OF PIPE SPECIFICATION TYPICAL CONCRETE SAFETY SLAB REFERENCE FOR DROP INLETS, MANHOLES AND JUNCTION BOXES - - - 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.14 R ROADWAY R i I ) I g 2 I r m PAVE -HENT COATED STEEL BANE OR STAINLESS STEEL CASING INSULATORS A5 35' MIN, MAHUACIURLU RY ADVANCE PRODUCT 36' MI 0.25' MIN. THICKNESS STSLE45. INC., MWEL 551, 51; OR s, CASCADE uODEL OCCS-1105. OR ,2' CONCRETE FILL STEEL CASING APPROVED EEAJAL - ', BOTH EiNUS DUCTILE IRON PIP I )B' JOINT 'E_" (PUSH ON JOINTS NOTE: 1. STEEL CASING TO EXTENO TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING MODEL AC PICU. -INN END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC., IN LAEU OF CONCRETE FILL, SEWER TYPICAL STEEL SLEEVE INSTALLATION_ UNDER ROADWAYS N. T.S - FIG. S-5 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON --PAVED AREA SLOPED AREA sm� / V-0" MAX �2T0" _ - "WEDG-LOK" TYPE f� RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE 3'-0" MIN PRECAST REINFORCED -~ CONCRETE SECTIONS 12 MI1J "O" RING SEALS ---� -16" MAX MINIMUM ELEVATION - DIFFERENCE ACROSS M.H. 5" 4''-0" 5' FROM INLET TO OU ILLI SHALL BE 0.20 FEET. CONCRETE VARIES CHANNEL DEPTH L FLOW FILLETS CI1AtJNEL TO BE 3/4 DIAME TFR OF C N IBUT114G - -� 0 TR - �-_ SEWER. LII - A FILLETED INVERT OR A SN400TH A 4 12 TRANS( (iON OF FLOW BETWEEN IFILET do OUTLET PIPE SHALL 8E PROVIDED. MIN. 6" BEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. THE CONSULTANT WILL MANHOLES 2 C0 L NT W _L DETERMINE WETHER MANN _ES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANI-IDLE SECTION SHOWING BRANCH TIE-IN NTS FIG, S -I -A SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED Slk�/JJ�� STANDARD LETTERS UNLESS OTHERWISE O SPECIFIED TOP OF COVER I BOTTOM OF COVER I ,/2 I lA NIMUM AVERAGE WEIGHT I SUPER CAST, INC. RING 190 tbs. MODEL NO. MN -RCB -2001 COVER 1.20 lbs. OR APPROVED EQUAL �310.lbs. 25 1 4'" 23 3/4" 1 3/8" 23 1/2" z 1/B- 7 1/2 T Tf 23/" .3/4 112__ 22 9� 4 3/8= 24 t/ 3 4i" 31 TYPICAL MANHOLE FRAME & COVER NTS FIG S -1-D TD -4 I- W z i 3000 PSI CONC. BASE BENCH SLOPED' TO FLOW CHANNEL 1/4" : 1' MIN \'\ 1 BRANCH „ 1 1 e7 NTS FIG. S-1-8 FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2* -0" "WEDC LOVE" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE n SECTIONS WITH "O" RING SEALS OR APPROVED EQUAL X-0" MIN ®®® -- THE DROP CONNECTION SHALL BE p - ONE OF THE FOLLOWING: 5' 0. DUCTILE IRON PIPE (CLASS 50) j1. - b. P.V.C. PIPE BACKFILLED IN 6" 12 MIN ® LAYERS &COMPACTED BY HAND 16" MAX TAMPERS. MINIMUM ELEVATION DIFFERENCE 12"MIN F2NACROSS M.H. FROM INLET TO VARIE -- OUTLET SHALL BE 0.20 FEET AFILLETEDI NVEL FOR SMOOTH ..`TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE 12 A PROVIDED. D' 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH N0. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE P CfiCA S E I LLY DETERMINED BY TME CONSULTANT FOR THE 1E SOIL CONDITIONS, 2. THE CONSULTANT T Ni SFJAU. DETERMINE NE WH J R A ETt E M NHOLE SHALL Ll HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO 8E SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG, S -1-C TD -3 (n REMAINING BACKFILL SHALL FLEXIBLE CONNECTION NOTE; WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL }uj BE COKED AND A FLEXIBLE F CONNECTION " BOOT " D INSTALLED TYPICAL MANHOLE FLAN SHOWiNG BRANCH TIE - IN NTS FIG. S-1-8 FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2* -0" "WEDC LOVE" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE n SECTIONS WITH "O" RING SEALS OR APPROVED EQUAL X-0" MIN ®®® -- THE DROP CONNECTION SHALL BE p - ONE OF THE FOLLOWING: 5' 0. DUCTILE IRON PIPE (CLASS 50) j1. - b. P.V.C. PIPE BACKFILLED IN 6" 12 MIN ® LAYERS &COMPACTED BY HAND 16" MAX TAMPERS. MINIMUM ELEVATION DIFFERENCE 12"MIN F2NACROSS M.H. FROM INLET TO VARIE -- OUTLET SHALL BE 0.20 FEET AFILLETEDI NVEL FOR SMOOTH ..`TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE 12 A PROVIDED. D' 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH N0. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE P CfiCA S E I LLY DETERMINED BY TME CONSULTANT FOR THE 1E SOIL CONDITIONS, 2. THE CONSULTANT T Ni SFJAU. DETERMINE NE WH J R A ETt E M NHOLE SHALL Ll HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO 8E SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG, S -1-C TD -3 NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON t L 0 PPE THE BOTTOM F T 0 THE RENON SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -7 SEWER SERVICE LATERAL CONNECTION NOTES I. WUERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERf ELEVATION FOR THE SERVICE LATERAL IS INDICAIED , THE TOP (CROWN) ELEVATION OF THE SERVICE ' LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER T14AN THE TOP (CROVNJt ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THF MAtJ TOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) j MALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4'. 2' MIN 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT _ TREATED FINISHED GROUND 2 x 4 MARKER MAIN LINE PLUG END OF - _. SERVICE LATERAL IN LINE WYE -TEE PLAN VARIES TYPICAL SEWER SERVICE LATERAL CONNECTION. N. T. S. FIG. S-•2 LD -2 TD -6 (n REMAINING BACKFILL SHALL a C_ NOT CONTAIN ROCK MATERIAL tJ 36"MIN LARGER THAN 6" IN ANY PROJ. NO. DIV.R DIMENSION � 24"MI � CCS) 1 INTIAL BACKFILL' DRAWING DRAWING No. 8 LAIN (6" LIFTS) EMBEDMENT CL + THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE o MECHANICAL TAMPER cn / HAUNCHING NO. 68 STONE - - - H CDLjj BEDDING 6" max <( z 4" min in ' H FOUNDATION (SHALL BE i J REQUIRED WHEN SOIL r* F CONDITIONS ARE UNSTABLE ry €w �� ""L 0 ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON t L 0 PPE THE BOTTOM F T 0 THE RENON SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -7 SEWER SERVICE LATERAL CONNECTION NOTES I. WUERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERf ELEVATION FOR THE SERVICE LATERAL IS INDICAIED , THE TOP (CROWN) ELEVATION OF THE SERVICE ' LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER T14AN THE TOP (CROVNJt ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THF MAtJ TOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) j MALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4'. 2' MIN 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT _ TREATED FINISHED GROUND 2 x 4 MARKER MAIN LINE PLUG END OF - _. SERVICE LATERAL IN LINE WYE -TEE PLAN VARIES TYPICAL SEWER SERVICE LATERAL CONNECTION. N. T. S. FIG. S-•2 LD -2 TD -6 Cn (n f a C_ tJ L1.J -^'%"� PROJ. NO. DIV.R W � 2' Z � CCS) 1 1 - DRAWING DRAWING No. J J CL U) C o 0�ry cn cn � V H CDLjj H <( z LL H r in ' H LLJ i J Ir r* F � co ry €w �� ""L 0 " i '] 0 s ,.E-._ < y� W j F' �_qpp f(- 0 c W CrLli CT] _j LIJ � 3.I ..sJ Ahe (3 00 _j Ld H ( L� DATE: JUNE L>_l 6, ?000 Cn f �; m i t' -^'%"� PROJ. NO. DIV.R 96371 H SHEET NO, CCS) 1 1 - DRAWING DRAWING No. I Q U) C o 0�ry V H 3 - <( z LL H r { z ' H LLJ i J Ir r* F � co ry €w �� ""L 0 " i '] 0 s ,.E-._ < W j F' �_qpp f(- 0 LA U.J Lu z _j IJ -1. 0 3.I ..sJ Ahe (3 00 Ld H DATE: JUNE 6, ?000 TECHNICIAN: RAG CHECi<ED 0Y: BCP REVISIONS! NO, DATE 3 04/24/2001 6 06/18/2001 B Cn SCALES �; m i t' -^'%"� PROJ. NO. DIV.R 96371 H SHEET NO, C3 1 1 - DRAWING DRAWING No. I Q U) CE �.. ( n { z a B 0 s ,.E-._ < W j F' i ir LA U.J Cc IJ -1. 0 Ld H DATE: JUNE 6, ?000 TECHNICIAN: RAG CHECi<ED 0Y: BCP REVISIONS! NO, DATE 3 04/24/2001 6 06/18/2001 N i''1/•i S T �n Il SCALES �; m AS SHOWN t' PROJ. NO. DIV.R 96371 H SHEET NO, C3 14 0E 15 1 - DRAWING DRAWING No. U) N i''1/•i S T �n Il Wilco Convenience Store Erosion & Sediment Control Narrative Details DRAWING NUMBER TMP 045B1 -01 -OA -01000 Sheet 15 of 15 Signed 7/17/01 PLAN HOLD CORPORATION a IRVINE, CALIFORNIA PLAN HOLD CORPORATION e IRVINE, CALIFORNIA REORDER BY NUMBER 075AR REORDER BY NUMBER 075AR A. T. Willie -s ()it Corrnpnny Witco Convenience Store Erosion and Sediment Control PLOJ.c-CL14ittl% YS The scope of work mxlrr Iii+ project inchl(ics tiro constmrtion ore 7409 S r. convenience store and an R40 S.F. car wash in conjunction with gasoline (Doling islands and canopy. Approximately one 0) acre of the 1.27 acre site will be developal with parking and Ilreling areas and other site fe"lurea and tins necessary underground r^,dded ro, Rrrf storage; waterline, sewer line and norm sewer synems. A segmental block, site retaining wall will be Constructed to contain cut earth faces on existing slopes greater titan 25%. The lite militia Include eon+ideiable sttxnlwarcr piping, manholes Aml nlhtt appunrnsn(n to direct a portion o0lie site runoff into a norm water Itentnxnt system known as it Delaware Sand filter to filler and regnlAle the strlrm water nm off prior to discharge into the public stone worry Collection system. The off -aIle run-off is directed around die on-site treatment system ditedly to die off-site, public storm sewer collection system, Other site work inciudts it water and sewer extension across the site floatage, comidetable perking area, and landscaping. )uiS1611R$. S.1L6�1101ti11t1114 The existing site hes previously been di}tuibcd (luring the ronstnlction of Route 29 mind the area is currently lightly, wooded• Ilie existing site slopes show evidence of erosion, fk=Lt%v Ad1 sax The site is bounded on the west by a recently conslnlcted service me(] within "OT right -or -way paralleling Route 29. The property adjacent and north of the site is cunettly A grass area that is part of Itle Auto Zone Commercial ric1l1)y- The area I, s been Rradtd previomfY Tho lite a 1 acrnt ant) rnI1h of1h a site is a pAtking lot on the Real Estate Iii commercial property. The area adjacent and east of die lite ties witidn a platted, residential subdivision and the adjacent lot is currently developed residential. $SUIS Information on the roils found in the project ores was obinined from file "Soil Survey of Albemarle County, Vbginie", published by rice United Stater DepartmentDepartment of Ag11iladlure, Soil Con aeryotin n Service in August, 1965, The predominant soil series on this site we udotibems. Uylotthert soils consist of a mixture of deep, somewhat excessively drained, well drained and moderately well drained soils on ridge tops and side slope around are" of urban development. These soils were rotund in loamy and Clayey fill material derived from cuts over basic crystalline ruck. The thickness of elle fill material and depth to depths to r sit and bre completed for the e Soil 'n a have n incl So !ban bedrock am generally metre than 40 tea. g P bedrock of between 15-110 fL have been noted. al_%•Lo21417_eF.TAB The soils on dle rite are not roped defined as to erodibiliiy I+ns the of"r rear siopcs erten an erosion challenge ref work on the the by reason of the slope alone. Tlic (;eon A] Contractor slmii Implement tiler erosion and sediment control plan specified and frequently monitor and maintain (Ire erosion and sediment control meetwes specified thioughout the construction palod, IN OI1C1 i Lfrle, ArrLY rtlotr'CTIVE COVERINr PARALLEL l o OIT{FC-1 ION or rt.ow; USE Ci IF,CK SI -o t S AS POSSIBLE, AVOID JOINING MATERIAL IN CE14I Eli OF DI1 Cti, i{CEC-2 I -Iijayt�{ttP rlT'vil MI PI $EG F. TAL _ LUCK H C ON STFEh SLOPES. Arrl Y rRgTECTIVG COVERIiIG PAfIALI.FL TO UIfIE-C I IUN UR FLOW At4U ANCI lUti SECURELY. V J BERM a EC -2 o At 'GII SI AURill. �Illj=j( I� iZATION -/ t i BLANKET lIf' ^ .. 1/i✓'iilf RETAINING - n t STABILIZATION IpF1 A L Pc srA IL zA r WA L .,LO 12" Ma. 41 a Ilelllr Moa Icon 4:1 NOTES Aprrn.Ime1.1y 200 '1'Pit. fX tW I 8' rn.Per f-r`F-r T- 'T no r.q,dr.6 Pit , , 226 n. AftlLCTJ!?S: f nts 'w 0 b. Ilminer.a C .......T A.IhP, Stol,, J-11- ilol, a ch.cA Sob ,e 1. lite d 0" 1 9 n I'll 8 sloe �. i••t In°n ,:I re,laN.. Mew ifr,•` Free from weeds and Marto, SHEET NO. (Minimum 2 r- r11 noll,r ,�.i'._ Anchor Slot -"•' t(uA / 1 3' Maa: 4:1 er 3' Ma.a Neoper Icon 4a I I ,� ]jr• � e JwNen Siol Y•° 1 L i to winter covet) CA.ah s 1 s 1 trot r r ow "' . •miAlma m. ribeF hfulch i 11 1 e Do not use as mulch for \ i 1 1 1 Lee mm t' MIs. J' 1 u Junction Slot•� I 4 t 1 CD /� i 1 C,, hIn• Ihila tea el .Ie PIIf (ram -6 .I, rp M tai wVA .,larn.l4 -+1 i^ a• r44a. 1P4o1n9. ` NNuu 4 - 6 tons rr Qt�+r TT Check Slot ••••-I • t .l Junction Slot f '� 1� ._ 1 3•-0, M .•,r7"" �r J ism, son Iirmh I' 1 temp leu I'l- y ' 2. U) Willi nmlch blower or by r t 1'erminal Fold \ramfsonrlrr,ny � q e Mh Mn, SPaoln9 __ ch Rloi. No Min. Yale11 ire G�i 1 l ,r 1�1� temPSoil 11-11•- I LQ cc la.'1 PLAN VIEW frrom'!In'e b.. e' ,Iaml, m Imam L stir te, SOIL RETENTION MAT STAPLING DIAGRAM JUTE ME311 A GENER L NOTES z oro ole nPNf of pormenl ip be 5n Td1 rOf active covenn9 c, p coca mo lin weir ,nes e<Ibco ImnttOrdOM P Y h , nermhon /Ap v do I •Aar or :al ll e role ao 1 s p ac f a 1,0e01 u..d of Ih. oplbn of Ib. tpn�otior, io ba IoteNd rte mdieoted pn in6 plans M accordance won the peciO.irl.d at ill tro4 p b c M Invll 01 5 tool. I n tar Irom m d anenrortn of nw t of ma r r .action " T- Tap ilpple, Pr oiher rrad,,d clumm d.119n approved by IM In9lneer may be .abs11100 handler, or by hand. for the fro les shown. ---'^` SF'ECIfICAIION PROTECTIVE COVERING INSTALLATION CRITERIA REFERENCE 50 - 70 cu. VIRGINIA DEPARTMENT 244 nr of dried. Iii not list in fine TRANSPORTATION it h 02 turf areas, Apply with flank SEVERE SLO,i'E CONDITION 'SOIL STABILIZATION BLAi4KET TREATMENT 1 SCALE : N.T.S. ,,lo Sta I 1 >� bj Ila LQtf 1. Eslobilrh sp06fiad erosion and limlimnnt control moasures noted such as lie diversion ditch tit lite top of the slop" Arid 1110 dfainage ditch above the scornental block retaining wall. 2. Grede Ilio slopes according to the approved urnding plan. 3• Vise or scatty ile Roil to n deplh of two (2) Inchrhs and tl0n apply two (2) inches of compacted topsoil (6.2 cy, per I(7U0 et) to Ute prepared Plop@, lrocA thEi slope porp0rydla lar to tale sfolua upon Completion of lopsolling Innking as few passes as possible to mininlbe compaction; use small tracked 0qufpmenl to unlit surcharge load on Ute segmental block wall. 4. Apply the permansant seeditV mixture Including Ion@, feltilzer and seed as specified 5. lay arid ePr Lire The Sall nInbill7atiorl blanket lianinient equivalent to VUOT Specification EC -2. ST011M MAIN ��- INLET 131-10TECT10N ip 1 SILT FKNCL' DROP INLL"1' PR O T L"CT ION A a 4• Vu)a,aAHE s. V{IN r' AI A f 1.r• rWC �- -�- twwlr[ (y7 ty' 1u� ny �''--ice✓ - � , _' \16.111" taus r-� U V PERSPECTIVE VIEWS s1A,2 I -i u_ 11 1111111 -AN Eli q I I - I-- e 1 I Ii. L,IiNATION Of STAKE AND FABRIC UI(IENTATION 1)ETA IL A SPECIFIC APPLICATIOU ' C I LE 11 1 F } 7 9 Aft 1,1 A i IFI! ,TIE i IISr PROTECTION 1 19 MMIOD OP h PROTF I TII . T( F v ..^I) ID ,t tEll 1 Y AREA 1 d i t IF.A `1 it .i FIA A HITT 1 IUltl. A Rr1A F .Y T ( 1 ( '1 tl F t1W^ fU 5 Oil )YF, i1,A U ( 1 (i[OT 711AN 5") oltERE 771F. INIF,i .IIBE:T I 1) 9 P F,ti L II .IIAU. i( I C. .9. All YI'ICAI. T119 u 1 C4:CUI 10 I f r 7 FX ) 'r EU FU)W9 SUCH A9 APPLY 70 INIF.19 REr, F:IVIRQ ( )dcEN'r1iA7 4 Ill STREET Olt I1101ITfAY MEDIANS. GEiIEIIAL EIlOGl011 A140 6EUiME•I1111" C01111 11011- 11011:5 us -1t 11114.0" OUsetwfae indicalled, sy vapal.lb+al end mhur'hsaf er.•Rlnrl Mind eeditnord control ptscllc"rs avlN lis con#lfuct•d x c1 rnelni.ln.d occordlrap to rnlnlinurn slondwrd# rod WperU1 Allnne el Ill* Vj;()j(11A fLios(nrt and rndilnanl Control Ilitudhooil afsd ViiUlnls lleVsistions V11 425-02.80 Efoolon and 6sdlalsnt Control Ila pulaIloilo. F6-0: Ilse 111"re epprovtrlg ouUlofily (nual tip f-flNarl one week pilar In Uat pre-cnnafmclion conrtrsrice, one week prior to the enrnmonroment a/ land disturbing o0willy, And one weak pilon to Ute final inspection,. F111-1: All efnplon end e*dihlarsl control nlspsures aro In be, placed Infor to at as ills Iiel lisp k1 cisastrlg, FS - A copy 1hasptove d erosion atrJ sedtmml control plan etnl( be iaolydelned cell Ute ells at so Unies. FS -6' rflcw to ratnmorictnp (nn({ dlpllnlhhip mrllvllloo In "11o*" rliiuf then Itidicsled an Iltaas pions (Includfng. bill not limited lo, oil Ofs borsow or wools afeta). Ills contractor shatl sutimli a inpphal,ientrry erosion Control (r ler , to Use ownall lotterlhad elr pravol by Ilia plan oppfwblg suiifwlly. ES -A: Ills contreclof If temporlalhfa (or, 1n41.Ratl.,rl of any afifiNmrlel ofoolon eorlUol nleorlmoe n"cee 401Y to prev#n) otoslon oadlntetllallon as derfet lis of ed by Urs plan appfovlhlg wthost(y, 113.7: it%* ronlirclor Milan 1fl#Pecl on arnalnn ronitnl n,eaetnee pertodfeefiy and after •sett rurlofi'pin durlo9 raliosil Wvant. Any n"coasofy sepelte or cleenir11IQ fromlilteln Ills silectivenses of this station conliol devices shell be mods Irrnnledislely, FG! otneon Nsnksl(rdw h 1LCC11 as tlsatrnerlt ons). Gsnelatly not ;trod b1 d8dlos V011% a Velocity of over loos fps TCJ an$ telerlltarl mate elms r»nstst o: mi 11100"M iNoAucerl mal of Ynnyl Prem, cob mrd Uhnls,, wore) excelslrx of marsol de filer trial $11901 hdefl,r419 of Inteflo(*- IAsy thnlr bo of rnnektnnt dimness %fill Tiler evenly div-pirded riven of "ol" are" aril rov trni ext t1•e top and bat{ofs Mid# with ne(ik,g fi*YUV o Idgh arab $14#»01111, (IXA glued but niacins somi).' EG -3 erosion Wankels("tsd in vLSGll as treatment two) csrl lis rued in dildifts from 410 14 (ps, TC s eroiloe 14hnkeft nNitt rte a three dfrnen kmsl genmaflix fir,/ tlehl'l red niton poly!UlYelle of 1101Y14014111ery ,awry with IIV d#1491ed poly flfRr tiveed to f vol a file,,* iIAO C550 or I`IOo, Ukool 1lsig itilAt red Glksmd 1011 era lane of lila ploduda Ills, IN (ids davAlpdon• r�IL'I- - �L ! x -x - -x-x f i SI� --I O (11'1' I' 1]OU'I' IlrlI IF-sljl'1'012 1, SET TIM STARES. 2, rXCAVATR A 14" X 4- TNI:14:I1 UPSIOrr: AIAIINO 111E 11116 OF S 1'AK ES. e'uAa. I � 'tel ��i '�I• , �, fl��l _../ 1 l r. �,•--�:•-�� QIP► ;'�"_�=--�.1� �,(:'l�pq Illi �r .I difll� rtIllgnrrllill'I�II,n�li fes-- S�lu�atnuA�-�.11+ Y 9. slixvir fll•,r i )1A1R11tA1. 4. IIACY111.L AIIIU cnitrkCr 111 91A,4 ANTI EXIF.IIU IIIC EXCAVAIIED SUIL N10 111E ItEIIC . N I i 11 r t _ i I II I. I 1 - 1 ..I 1. .I r F av ... I I rL t li I V •-� u ';, Illb;lp I 1�IIU�� z� III sr:I SlIEFT FLOW P19TAI.1.A'11014 (!'EltsvEclIVE; VIEW) 1 i I . II II 11011179 A 911011.0 DC NIGIIrR THAN POINT U. DIIANIArEplAY INSTALIATION (E'R0111' ELEVATION) STOFINI MAIN IHLET 11110TEC TION r CA] YI'G CUR11 INLiN' S'li'DIN AM' I%'Ill, 7 G'12 1 tet' r CRAM tx lta•--.tY-- elAn(NI RAI(" �\\ �'.:1-,• /-- nn( Mi to �'-'r-�--4••_1,,x" /Y• / rItIf AID eAlra -'- •s 1 .Frf ir' � r 9 1 SII r � � i'('•? oil IIID - 0 it��l Ill ,:= '•. 0111 i n III ^,' • r Ir I 11f1 L. 9 IIIII� > > � •• .• IIIII� co,,CnvE curt(n cvno sxu SPECIFIC AUNICATION imn slniwr, nr iw Ar ppnlrCllmrl le AVVIWAUl-r AT C111111 111IPr0 R)i Filk )'OIrr,INn IN IllnNf u1 -lit.i Nllicimir 1.•1 por 11XV1•1 to CAIr^E IIWIVIVENIEfiva 011 DANAUE 10 AUJACCUT SINUCIURFA AHV UNpllal E(:Ir.R MICAS. • CNAVEI, SIIAIJ. nM YIXIT 13, 11157 ON a COAILSr AU/;IIENAIE. !'1;'All'(11�,1.1� ti' �5'L'1>IJ11G'11'!' Th'iil' enr:e 14 1440 cr 1 ~' •� VARMLL' +412 rrrtr ^,"(IA Of t a/ n1 • rtl n( ' r 4 4 7 cr �_,. tJAx MCI- CO fllfrt our nCnrN 410 CIMVNa rirY. •SfC (•LAIC J li.l CO ;C ACGlf C.Ai ECr S t RVPAP CIRO5S SEC i 10II OF OUTLET n A•., t mm�N' 11111011, ON fir)) . lNNL 4" : t ccAn^.t Ancor err• � ?---.. \. �.� AMA 1'xAAV.IrV /lRIrR Clnill /��""� "f.NAPi( Ar:1:Rtf;Alr IIIAII nE VNnT f!, fiSJ On i5 OUiL_ET (PEIRS11ECTIVE VIEW) -7 t - r r i 1 V d - S 1 UN _, L11 L .0 1 1 S W 4-12" rn;ft;a CLOTH IIIIII IIII�II - ci 'HNC -14" rtz V -SHAPED WATERWAY WITH STONE CENTER I)RAIN sP_rDlrj(, M UIREMPIl STD & SPEC 3.31 1FMPOI'I SEEDINO -19 Ties". per arae: Willer tbs. annual rye and W tbs. cerosls rye Summer - 40 tbs. annual rye and 40 Ibs. lextaM mlltel Fonl9yer- 1500 Ills. Of 10-10-t0 per pas Lima - 2 roma per act* STD A BPEc 3.32 PERMANENT SEEDING -PS Seasonal rales per sae: Feb, 1 to May 15 ' 1N9 Ihq fill lnlrue 21) lbs. pu"I'Mrye 2 it's rad clnvnr rl 7 ! s Cron b. nvetch .A_ 1 2 tbs /sae May t0 Io July 71 12n Ihs tell Tescue 20 tbs ro%tall millet lil,red clover t42 Ib*. / eel. Avg. 1 to Sapl. 15 109 Ihs. Incl fesrne 20 onn r fI . )s rarYe Ihs, rad clover 122 tbs. acre 6 01 on Capt. s to 3 I I p rA 1 1. ht In I fn.cuo 20 Ihs, r:e,eels rye I wlntor rye --i2 fill, rod cover 2 n * 1 Ls.J cls relllltn$r- all seasons - 1500 Ibs. of 10-10.10 por sal , Lime - elf seasons -2 (one per *Cue A mulch cover Is required for every Reeding schedule. Slaw At n0 bmf- por arrn nr an appmvnd rmmTIufacturad niutChIstablllzetlon material SID" SPEC 3.77 GROU.NDCOVER-VEG, Poml$vlwnt gnndlnq schndaiR and ro+inragnn on Ing rri11 al dud tatelnlnp wall shall Include the below listed ground cover. Buglowead(A)uga replens) Plnnr Pin-Mcellon' rM plash ri)) one (1) toot row Acct pilot epi planting recommended. 1Lirglnla._Et9sio9_AP4:rodir,7or)�optrgtjtegul@IIcn1 MlnlU]({rr� I. ❑rlard�l retomnnnt or (mmnn,my soil Or,bllirnilon shMI be npplind o dnnudnd arum" withln level $ihr Nnnl gl ods h ronclled nn any portion nl tin ods. T Rlnpn,nry salt slehiMPllon shall I arpilod within seven T7) dnys In denuded $fens Thal may not he nl Mnyj grR,1n but liras w lundlahr,bnd) for longer ihnn thirty (In) Jaya, Pen ahold slabllizallor, shall be appliti Is be lei dormant for more gran one (1) year. 1'10 Yl,D CUNSTT� UC I" YON E NTT, IA1VVE f t ('r A DR Jf A , SWAir r YR C EC I S RLO W J IU 5LDIMEJ41' BASIN 7g' MINEXIIII. J' Ir �SM -2A ASPIIALIIUP CWIiS£ -PAYE11E 2X 2N A F'AVEMF1iT I Tom^'^------��•`-• 1 t T . J� J I II 1t 1'I i�l�i�Ifri�l�irl►�i I�i�'r� � �- -7 r i -l' -_r FILLER MO nt �J g .1IIp4.I B..,` �IA A(.CIlE()A1E' [ASE SIDE ELEVATION EX. olein Oft- �ELCE OF PAVT EXIS1110 Gut O(ItlD 70' Milt, aAIVIIM1 T PAVE) . WAST tI IA(J( 7,11777. ; 2 ('AiTJ4ENT r13id!5L1�51 _ � �. rhn 1 , n vC D A Jr inn .E e I 10 :.LUnAEN I )HATPIN u DEVICE I a 641,151 rrlfNU fill). w10111 OPEPA110N S Nil)E( itFSS R LA Ir I VIEW 12' MRN, 2% - r- -- -1 l I - �Uil fir 4 l {1 11771` j I r I 4i� � N IIP 1 Il IftllIll lllI�i�t fIL1F,iE Cl.rJlil SEC1-1011 A -A Null: A MINIVIN WAIIR ISAP of 52,41IM (I-) 1, Rlfl(11141) 111111 A MIMMUM WA91 1101TT UTA- if XIT.IM (1.5') SUUM., AUANIfi Ifnm Tgp.�}(,err)I nd�lvrldaidl_(sr_SAN_4f9tirrt_vaG_S !(menf_�91titvl, and Yet, USirC Ffoie 3.02-i 1 TA11LE 3.35•A ORGANIC MULCH MATTRIALS ANI) APPLICAT70N HATES fX tW RA'l L5: AS SHM,M AftlLCTJ!?S: N0TL•S: 1'er Acre Per whit sq• fl, Straw or Illy i A - 2 tons 70 - 90 tbs. Free from weeds and Marto, SHEET NO. (Minimum 2 1-- Di Di> LL1 � z .natter, Most be anchored, ._ 1 tons for U_ Spread with mulch blower T winter covet) ES of by hand, ribeF hfulch Rthdmnm 35 lbs, Do not use as mulch for 15W Ibs. fn winter cover or dnthlg hot, `C dry pellods.' Apply as CD r . slurry. Corn SIalkz 4 - 6 tons 185 - 275 Ills. 00 Of sbredded in 4 6' ••••-I � lenBilm Ailf-dried" Do not use in fine fur( ares, Apply U) Willi nmlch blower or by ^Q hand. ' Wood Cidps 4 - 6 tons 185 - 275 lbs. Free of coarse m*11er• Air- j LQ cc dried. 7heu Willi 12 lbs LLILjj "> nitrogen per Ion. Do not use In finslr1 r fu ear. Apply r z with mulch blower, chip handler, or by hand. Nark Chips 50 - 70 cu. 1-2 cu, yds. Free of coarse mailer. A{r. nr yds... dried. Iii not list in fine Shredded turf areas, Apply with flank mild, blower, chip handler, fir by band. ' When fiber rnuldi is the on)v available mulch during prOods when straw should be used, apply at a minimum rate of 2UW ibs,lac. or 45 lbs./11X10 sq. ft. Its -1 PEtmANEITT OR T"U"ORARY SOIL STABLIZATIOH SHALL BE APPLILLI TO DEIMDED ARr.AS WITHIN SEVEN DAYS AFTER FINAL GRADE IS RFJICHED 011 ANY PORTI011 OF Tilt SITE. HS -2 SOIL STOCK PILES SIIALL BE STA,BLIZED OR PROTECTED WITH 6EDiitENr IRAPPING MEASURES. I'fs-3 PERHARETIT OR TEIIrORART SOIL STABLIZATION SIIALL BE ArrLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF TIIE SITE, TEMPORARY SOIL STABLIZATION SIIALL It AFrLIED WITHIN SEVEN DAIS TO DENUDED AREAS 1711AT HAT NOT BE AT FINAL CLARE BUT WILL aEHAIN DORMANT (UNDISTURBED) FOR LONGER ItTA,N 30 DAYS, PERI{ANET STABILIZATION SiLALL BE APPLIES TO APEAS THAI Alit TO 9E LEFT D{1RIIANI FOR HORS THAM ONE YEAR. 1115-5 STABLIZATION HFASURES SHALL BE APPLIED TO EARTITEH STRIIGTI IAE r ., b U GI ! AS D AMS DIIJ:EsIn AI DIVERSIONS Iff?LEDLATL`I.4 AFTER INSTALLATION. tis -7 C11T ARD FILL SLOPES SHALL BE DESIGNED AND CONST7ttICTED IN A i{AH11ER TRAT WILL HINIHIZE EROSION. SLOPES THAT AAE FOUIID To BE FRODING [XCESSIVELY WITHIN ONE TEAIt or PERMANENT STABLIYATIOH SHAI.1. RR rRGVIOEn WITH ADDIIICINAL, SLOPC ST"LIZING HEASUREF UNTIL THE PROBLEM 13 CORRECTED. UiS_8 CONCENTRATED RUNOFF SHALL ?TOT FLOW DOS41I CUT' OR PILL SLOPES U1R.EP5 S CONTAINED WI7{IIN AN ADEQUATE TEIIPORAftT OR PERh1A11EI1T 1 r11AN EL FLU HX OR SLD PE DL AIM sTRucruRE 115-9 Wi1ENEVER WATER SEEPS FRO" A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL RE PROVIDED. H5-11 )FIORE NEWLY CONSTRUCTED iTORtiWATER COITVEYANCE C1IA nTELS ARS RADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED IE1troNA L T DR CER A H 11 N E T CHANNEL LINItt C SHALL BE IIS f TALLFA IN BOTH INE CONVEYANCE CHANNEL Alta RECEIVING CitANNEL. i15-12 WHEN WORK IN A LIVE W; .TritCOURSE IS PERTORILED, TRECAUTIO)IS TALI. s BE TA1cEH 1 TOI N N1NIZ! E1tCR0ACIUtE11T. C01fTROL SEDI1{E1tT • 7RANs COAT AND STABILIZE THE WORK AREA TO TiIE CREAIEST EXTENT POSSIBLE DURING CONSTRUCITOH. 110HERODIBLE HATERIAL SHALL BE USED FOR TIIE C0115TRUCTIO111 OF CAUSEWAYS Milli COFFERDAI{S. EARTNEN FILL HAY BE USED FOR IIIESE STRUCIURES IF AMIURED AT NONERODIBLE COVER MATERIALS. NS -14 WHEN A LIVE WATERCOURSE RUST BE'CROSSED BY CONSTRUCTION YEINCLES NOPE IRAN TRICE IN ANY SIX-HOUTiI PERIOD, A TDIPOR,ART STREAM CROSSING CONSTRUCTED OF NONERODIBLE HATERIAL SHALL BE PROVIDED. E HS - IS 711E BED AND RANKS OF A WATERCOURSE SITAI,L BE STABILIZED 1111 F.0 1 IA L TSTA FTE WORK RK I NI E I 1 WATERCOURSE E I:DURsz Is CD L hfI' EIED. HS -16 NO HORS IIIAPt 500 LINEAR FEET OF TRENCH HAT DE OrE1rF_D AT ONE TIME. AL1, TRENCHES ARE IO ISE $ACKFILLED EACH DAY, SEEDED AND tftft.CiIFD IMMEDIATELY. IN THE EVENT THAT "RUCHES -CANNOT $E BACKFILLED I1DIEDIATELTe EROSION CONTROL HEASURES WILL BE INSTALLED. 115-17 WHERE CONSTRUCTION VEItICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS. PROVISIONS SHALL BE BADE TO NIIIIi{ILE THE TRANSPORT OF SF.nfr1ENr BI VEHICULAR TRACKING OttIO 711E PAVED SURFACE. WHERE SEDii1Et4T-IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, INE ROAD SMALL BE CLEANED 7110ROUGHLY AT IHE END OF £ACII DAY. SEDIItENT SIIALL BE BEHOVED FROM 711E ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDint1T CONTROL DISPOSAL. AREA. STREET WASHING SNAIL BE ALLOWED ONLY AFTER SEDIMENT IS REHOVED IN runs 11ANNER,. HS -18 ALL TEHrORARY EROSION CONTROL HEASURES SIIALL BE REMOVED W2711114 30 DAYS AFTER FINAL SITE STA)SLIZATIOiT IS ACHIEVED, AS DETERMINED BY THE COUNTY. 0 N Q DRAWINi PLAN HOLD CORPORATI, REORDER BY J (n fX tW SCALES AS SHM,M U LiJ cr) ..-1 • �' LtJ Q, l-•' I SHEET NO. W f• -i W •tea O (j CD W 1-- Di Di> LL1 � z J ._ 1 DRAI-I ING NO, U_ F •Q Q x t- t cn T fr) ES ! �1: c� fn x `C CD f) ••••-I � U) > ^Q co j LQ cc [T] LLILjj "> v1 z W 0 N Q DRAWINi PLAN HOLD CORPORATI, REORDER BY J fX tW SCALES AS SHM,M O tx O ci cr) ..-1 tu1j ll Criz CD F- - Q, l-•' I SHEET NO. W f• -i W •tea O (j CD W 1-- Di Di> LL1 � z I it �6 LC--) I l�11 � '� --j I Ill _ t7� LL ? CLd CL I DRAI-I ING NO, - =)CX� 11., � iz H W{ t77 F •Q Q x t- t cn T fr) ES ! �1: DATE: JUNE'S, t. o, 3000 TECHNTCIAI'I: T11M CHECKED BY: CCP REVIS TONS No. �- AT • E r F 0 oI/ , . _ zo r 3 0,4/p-,1/2001, f 6 06/18/2001 fX tW SCALES AS SHM,M z z. PROJ. NO_ DTV. 96371; i SHEET NO. 15 OF 15 c, DRAI-I ING NO, 1 c.; T fr) ES �1: