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HomeMy WebLinkAboutWPO202100003 Plan - As-built 2023-01-27MERIDIAN PLANNING GROUP, LLC 440 Premier Circle, Suite 200 Charlottesville, VA 22901 (P) 434.882.0121 STARB CKS - 2231 SEMINOLE LANE AS -BUILT PLANS FOR WPO ALBEMARLE COUNTY, VIRGINIA Poro Grounds Rd DoubleTree by Hilton Q Hotel Charlottesville . © UVA Primary Monticello United Care Riverside 9 Soccer Club Sam's Club Q U sky Honda f r.a [1 r Walmart Supercenter Q SITE R/YanoeR� P� LOCATION h J Jim Price Chevrolet o- .Cgg CARRSBROOK Charlottesville Bowlero Charlott sville Albemarle SPCA Q WOODBROOK CROSSINGS CONDOS e Wkrimp Shack Order DoorDasn ,4-6 7 v 19600gle FIELDS VICINITY MAP SCALE: 1" = 1000' c� TIN THY RAY fdILLER n Lic No. 2065 I APPROVED by the Albemarle County Community Developpment Department Date N7/2 i File WP0202100003 AS BUILT PLAN FOR WPO STARBUCKS 2231 SEMINOLE LANE ALBEMARLE COUNTY, VA SHEET: 1 of 3 FILE: STARBUCKS-29 NORTH-AB-SWM.DWG DATE: SEPTEMBER 16, 2022 REV: JANUARY 18, 2023 w z g w J O z w U) M N N U0 V U M) �W LL V J a z(If =)w U� U W 0 J U Q LU W m J a SHEET NO. 1 MANAGED STEEP SLOPES -r i i i� i / i DRAINAGE AREA -X- w@-- - 6 Lt ittS s YCuttx! 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IN=417.1' 1NV OW 417.0' I I I 11 ------------ ' 01 TO rxIle ®X- y4`�1 J ITC 428.72' LP - 1430�� 4�- 27.90' 428 6 Ill 428- 17'96" C .•: BIKE RACK..-.' 42e: o• 4 ; G F C TIC 428.01? FFE=42 BOLLARD �1 6" PVC ROOF DRAIN PROPOSED STARBUCKS t 1,150 SF FFE=428.35 BOLLARD Y. 14 \ CO \ + 28.54 STIR: 114 1 38 ., t \ LP �_y 427.W 121 CENTER OF DRIVE ARD THROUGH WINDOW 6" PVC DOWNSPOUT TO ROOF DRAIN ROOF DRAIN BOLLARD 1 36" ACCESS RISER` I { 36" ACCESS :I RISER TIC 428.22' \ \ ♦ \ ` s � r-4"'\ ' ,,327.87' 1 \ ti \\ 0 ♦ \ \ \ I I \ 0 BOLLARD i \ C z 431.'J4' TO \ TO ` \ 430.1 431.36' \ \ \ \ Tc6 N A �\ LP \ ♦ \ M r=� IIN ETC 429.8T TW 437.96' BW 435.26' \ I \ \ \ ♦ I ` TW 438.83' BW \ 439.7T � I \ \ � I\ 4 Tw / 435.91' / i BW 432.84' t TO \ \ 431\34' 435.19' 4ey I 4 2.33' I No Scale \ \ ROOFDRAIN NOTES: \ \ 1. PIPES FROM ROOFDRAINS TO HAVE A MINIMUM SLOPE ` OF 1.0%OR AS SPECIFIED ON PLAN. 2. PIPE FROM ROOFDRAINS TO HAVE A MINIMUM COVER OF 2.0' 3. CONTRACTOR TO VERIFY IF DOWNSPOUT BOOT CAN BE SUBSTITUTED FOR CLEANOUT. IF NOT, PROVIDE CLEANOUTS AT ALL LOCATIONS WHERE ROOFDRAINS a TURN OR CONNECT TO PIPE OUT OF BUILDING. ♦ 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING AND PROPOSED STORM INVERTS OUT OF THE BUILDING AND CONFIRM REQUIRED SLOPES, COVER, CROSSING AND CONNECTION POINTS CAN BE ACHIEVED. CONTRACTOR SHALL COORDINATE ANY CONFLICTS WITH ENGINEER BEFORE BEGINNING CONSTRUCTION. 24' �1 ,TTC� 26.79' t- 36 ACCESS RISER \ .�.'' # 4228.23' ` + \\ ' I a a,63' , / 423.85' 1 _ - 36" ACCESS RISER \ ' �'.:.��.c. LP ` 427.82' _ _ - _ ®� � ` BW I \\ I 432.7T \ TO SWM A azzzr \\ 427.3a Tc T I Tw \ 30 LF OF 66" CMP ` 4zs.7s' \ \ ----- _ a3a.BW -- --- �� CO TO; STORAGE PIPE r \' 4 3.87' �-- I � \ ` _ 8' SS 8" 55 8" SS 8' 7, WITH WEIR PLATE EX: 1 / v v YMH ACi to aA DEED BOOK 1APA(#4A6 vim '\ ♦1� \ \ o �ry FH n 1 , a \ \ / DB 616/40SA I INV. OUT �17.7' DO 167B/374TIC vI A Z a, v v SEMINOLE LANE ` PUBLIC \ \ VARIABLE WIDTH R/W TC TC 427.03' '• 429.22' 430 Ta ` \ 429.76' 426.68' 427. ' 426.9 TC \ - - -Ian- - - ion-- - - - -ion- 1 i TEL 1 P l Ian UOJBOX /� GIN+ lI4UPK +4 P \ jI B KRK ` I \ 11 / ` ' �'':', + �°� ®- IF -Ion- - - - _Iw Eh.Is ` I DENOTES AS -BUILD CONDITIONS IN TCJP \ / + \ �1 e .� '---� Zan- , - - -'461 -I®- - ELEI/A =1ZIS48' I 1 TRI °fael° > ` / --lop- - ` ion- AS BUILT PLAN ��`♦ \ \ \ �, ;.�,:,s:--tan\T----tan--:` y1�PLTNOF r // ���� FOR WPO ` \ o �'-- - - - -� 7 - -lorr - - _ + -� C STARBUCKS 2231 SEMINOLE LANE \ \ ®' \ ALBEMARLE COUNTY, VA MERIDIAN ~' I I TO lJ.� wOU>F 29 MATCH EXISTING �\ N THY RAY MILLER n �\ ; FH I j SHEET: 2 of 3 J SEMINCW TRAIL \ \ \ FILE: STARBUCKS-29 NORTH-AB-SWM.DWG PLANNING GROUP, LLC + \ \ ELEVATIONS \ \ \ WV I 1 \ i Lic No. 2065 a� \ VARIABLE YDTH R/W TARM ` \ , • TRAFFIC % I I DATE: SEPTEMBER 16, 2022 / / \ �' \ (®�F-I 440 Premier Circle, Suite 200 , + \ \ � ® >•�' DROP INLET WM REV: JANUARY 18, 2023 / !8 23 ` ` � : Charlottesville, VA22901 // + + \ ac ❑ TO��8;4` 9Np yp� \ ` p 6 + \ 1 P 434.882.0121 / ' \ \ e + '�` � .,cs27ee 1NV.�! 6" -4 S U R`1 E � � � - - 7 �- - - -- a s J / \ 1 \ i t o \ n PNV INi=423 ' 4'' a \. 4: o SCALE VII 0 10' 20' f8"RCP I° U LU Q J O Q LU W ( `' ' Z TI O Q M _j C) N Nw � m ,I a Z V / U co Q V / SHEET 110 QCl)M L ~ o0 CD ui LO � r In0w� I'_ I" 7 EX-100 STA 10+00.00 O Q a. z O TOP421,62 O U) z z INV IN 417.10 (101) 430 4sn PROPOSED GRADE EXISTING GRADE 425 425 TSWMA 420 420 66" CMP INV = 418.0 INV: 418.07 415 03 415 2.54' OF 5" HDPE 101 3.19% 20.29' OF 15" HDPE 410 @ 1•97% 410 405 1 411 9+50 10+00 11+00 11+50 STORM: 100-SWM A PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 MERIDIAN PLANNING GROUP, LLC 440 Premier Circle, Suite 200 Charlottesville, VA 22901 (P) 434.882.0121 TOP OF WEIR PLATE 422.77 ELEV: 422.77 3.5" ORIFICE INV. 419.64 ELEV: 419.47 I STEEL PLATE 5.5" ORIFICE WITH TRASH RACK ELEV: 418.12 INV 418.00 TOP OF 66" STORAGE PIPE ELEV. = 423.50 Q10 YEAR WSE 422.77 2 YEAR WSE 420.23 1 YEAR WSE 419.64 ELEV. SWM A WEIR PLATE SECTION DETAIL 112: 12" Basin - Circular Grate STA 10+61.25 TOP 427.99 INV IN 422.37 (113) INV OUT 422.27 (111) 110: MH-1 STA 10+52.36 TOP 427.91 INV IN 422.09 (111) INV IN 422.55 (121) INV OUT 421.82 (109) 108: DI-213 6 ft Throat STA 10+13.48 TOP 427.05 INV IN 421.04 (109) INV OUT 420.94 (107) 43E 12 114: 12" Basin - Solid Cover STA 10+82.76 TOP 428.54 INV IN 422.90 (115) INV OUT 422.80 (113) 116: 12" Basin -Circular Grate STA 10+98.50 TOP 427.83 INV IN 423.31 (117) INV OUT 423.21 (115) 118: DI-2A STA 11+07.34 TOP 428.33 INV IN 423.59 (119) INV OUT 423.49 (117) 120: 30" Basin - Circular Grate STA 11 +44.00 TOP 429.35 INV OUT 424.33 (119) 435 EXISTING GRADE PROPOSED 430 GRADE A 430 1" WATERLINE 30, 425 1 425 1.5' I 119 117 8.84' OF 36.65' OF 12" HDPE 2.04% 420 INV= 420.85 420 66" CMP 12" HDPE INV = 418.0 @ 2.00% 115 INV= 418.22 15.74' OF 12" HDPE 415 2.00% 415 10 SAN. PIPE GT 12.75' O 12" HIDPE SAN. PIPE 3-7 @ 1.880, 113 21.52' F 410 109 410 38.88' OF @ 2.0 % 12" HDPE 111 @2.01% 8.89'OF 12" HDPE @ 2.00% 405 1 405 9+50 10+00 11+00 12+00 STORM: SWM A-120 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 � NLTH OF o�' L� a c.� TIN THY RAY MILLER n Lic No. 2065 l�P�Z3 lgNO S U R`1 Ey�� HMIN. (RIGID PVMT.) HMIN. (FLEX PVM FILTEF (WHEN SF rvvr4Lxu ivni TYPICAL CROSS SECTION 1. ALL CORRUGATED METAL PIPE (CMP) SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH A METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO AASHTO M245 AND/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO M196 AND/OR ASTM B745. ALL RISERS AND STUBS ARE 16-GAUGE WITH A 2%" X K" CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEETTHE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 FOR THE BURIAL DEPTH SHOWN ON THE PLANS. 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENTTO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD AUTHORITIES. 3. THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE TO WITHSTAND ANTICIPATED LOADS. 4. PIPE BEDDING AND EMBEDMENT SHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FOR A-1, A-2 AND A-3 CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN LUMPS. APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE WITH ASIZE DISTRIBUTION BETWEEN 0.75 AND 2INCHES. OPEN -GRADED EMBEDMENT MATERIALS REQUIRE THE USE OF A FILTER FABRICTO ELIMINATE THE POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. 5. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A798 FOR CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF THE AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS. IN GENERAL, BEDDING SHALL BE A MINIMUM OF 4 INCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE MIDDLE -THIRD OF THE PIPE SPAN, AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING 81NCHES AND COMPACTED TO MINIMUM 90% AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFERENTIAL OF 24 INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER IS LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE A MINIMUM DISTANCE OF ONE -EIGHTH THE DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. 6. PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH THE FOLLOWING INSTRUCTIONS TO ACCOUNT FOR THE PRESENCE OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND ALONGSIDE THE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS AND TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE BACKFILLING IS DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP EVENLY AS WELL, AND EXTENDED HORIZONTALLY TO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BE TAKEN TO ENSURE THE HAUNCH REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD BETWEEN STUBS IS MORE CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. 7. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTIL A MINIMUM OF 12 INCHES OF COVER HAS BEEN ESTABLISHED, AT WHICH TIME ONLY WALK -BEHIND COMPACTION EQUIPMENTAND SMALL SPREADING EQUIPMENT MAY BE USED. EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHALL NOT DUMP STONE DIRECTLY ONTOTHEBED. Stormwater Management Facilities Certification Pursuant to 9VAC25-870-55, I hereby certify that to the best of my knowledge and belief the stormwater management facilities shown on these record drawings have been constructed in accordance with the approved plans and specifications. Name Signature Virginia License Date "Certify" means to state or declare a professional opinion based on sufficient and appropriate onsite inspections, material tests, as -built survey data, and information provided by other professionals and the contractor, conducted during or after construction. AS -BUILT NOTES: 1. Meridian Planning Group did not perform any inspections or testing during construction. DIAMETER (in) Standard Spacing HMIN (n) s (n) c (n) x (n) 24" 2.0 4.0 2.0 1.00 30" 2.0 4.5 2.0 1.00 36" 2.0 5.0 2.0 1.00 42" 2.0 5.5 2.0 1.00 48" 2.0 6.0 2.0 1.00 54" 2.25 6.75 2.0 1.00 60" 2.5 7.5 2.0 1.00 66" 2.75 8.25 2.0 1.00 72" 3.0 9.0 2.0 1.00 78" 3.0 9.5 2.0 1.00 84" 3.0 10.0 2.0 1.00 90" 3.0 10.5 2.0 1.00 96" 3.0 11.0 2.0 1.00 102" 3.0 11.5 2.0 1.25 108" 3.0 12.0 2.0 1.25 114" 3.0 12.5 2.0 1.25 120" 3.0 13.0 2.0 1.25 126" 3.0 13.5 1 2.0 1.50 132" 3.0 14#2.01.50 138" 3.0 14144" 3.0 15 0 DENOTES AS -BUILD CONDITIONS AS BUILT PLAN FOR WPO STAR13UCKS 2231 SEMINOLE LANE ALBEMARLE COUNTY, VA SHEET: 3 of 3 FILE: STARBUCKS-29 NORTH-AB-SWM.DWG DATE: SEPTEMBER 16, 2022 REV: JANUARY 18, 2023 Ld Z g LJ Q _1* O Z Lv Z In Z a- �00 O N N J I � (n W Y m O Q m LJ' Q (n 3 OF 9 U z (n w (n IL W z LLJ W z Q J SHEET NO. 3