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WPO201500060 Plan - VSMP 2015-10-14
Al M .a }b A unta" Dr ,rP 4 0 < ' S1 �► ri 4 K Site 18 1331 afield Ford _... - .... ._ ._ __.__.... _..._.... _ IJV ,� .. Richmond Rd Bch Cnaricittrz� ri�3e BMW of Flow V irswa Tq� Tap ` I J6Arti;3Y seg' i�: cri �Ke ane I!ssrsl : Toyota I G 11 E 0 C A fi *'`°"a Cr .S O` F00" a+rim oi, 8 Neighborhood t<t 4,4 kdvat?c 14") P$rf E4% VICINITY MAP NTS W1y Rrtc Aid -/lop Ot Aux CY G24�iX Zig±: J ©2b10 Google - Map data 9201Wongle map provided by google maps© CERTIFICA TION: THIS "TOPOGRAPHIC SURVEY OF TAX MAP 1178-9C" WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF HOWARD L. VANCE, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION, THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED IN JUNE, 2010; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADA TA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. ALBEMARLE COUNTY GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY, VIRGINIA PROJECT NARRATIVE THE OWNER IS PROPOSING THE CONSTRUCTION OF A 12,400 SQ. FT. SHOPPING CENTER AND ASSOCIATED PARKING ON RICHMOND ROAD BETWEEN THE EXISTING MEXICAN RESTAURANT AND KIA DEALERSHIP IN ALBEMARLE COUNTY. THE PROPOSED PROJECT IS CONSISTENT WITH THE SURROUNDING HIGHWAY COMMERCIAL DEVELOPMENT. THE PROPOSED BUILDING IS LOCATED TOWARDS THE FRONT OF THE LOT ADJACENT TO ROUTE 250 WITH APPROPRIATE LANDSCAPING TO PROVIDE AN AESTHICALLY PLEASING VIEW FROM THE ENTRANCE CORRIDOR. SHEET INDEX C1 COVER C2 EXISTING CONDITIONS C3 LAYOUT & UTILITY PLAN C4 EROSION CONTROL C5 GRADING P LAN C6 EC NOTES C7 EC DETAILS C8 UTILITY PROFILES C9 NOTES & DETAILS RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE PURPOSES OF PLAN APPROVAL ONLY. T -IE CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAND DISTURBER UPON AWARD OF CONTRACT. LEGEND d : •e°''•e • •CONCRETE INLET PROTECTION EX. POWER POLE•n e ® LIGHT ASPHALT PAVING EX. SAN. SEW. MANHOLE Fj] EX. TELEPHONE BENCHMARK EX. LIGHT POLE -- PROPERTY LINE OHP EX. OVERHEAD POWER 8"WL EX. WATER LINE OHTV EX. OVERHEAD CABLE EX. CENTERLINE OF ROAD 18"RCP EX. STORM SEWER 8"SAN EX. SANITARY SEWER - - EX. EDGE OF THE PAVEMENT EX. TREELINE PROP. STORM SEWER LINE 348 PROP. CONTOURS ----348----- EX. 1' CONTOURS EX. 5' CONTOURS + 348.55 EX. SPOT ELEVATION 351.95 351.45 PROP. TOP & BOTTOM OF CURB T PROP. TELEPHONE LINE G PROP. GAS LINE P PROP. UNDERGROUND POWER PROP. TREELINE GENERAL NOTES SITE ADDRESS: RICHMOND ROAD (ROUTE 250) CHARLOTTESVILLE, VA 1. OWNER: TAP INVESTMENTS, LLC 2903 N. AUGUSTA ST. STAUNTON,, VA 24401 PHONE: 540-885-5181 CONTACT: PETER WRAY APPROVALS Department Date Department of Community Development ,g v Inspections ARB Department of Fire Rescue ".,j$ 4�Ca Virginia Department of Transportation Health Department .a }b A unta" Dr ,rP 4 0 < ' S1 �► ri 4 K Site 18 1331 afield Ford _... - .... ._ ._ __.__.... _..._.... _ IJV ,� .. Richmond Rd Bch Cnaricittrz� ri�3e BMW of Flow V irswa Tq� Tap ` I J6Arti;3Y seg' i�: cri �Ke ane I!ssrsl : Toyota I G 11 E 0 C A fi *'`°"a Cr .S O` F00" a+rim oi, 8 Neighborhood t<t 4,4 kdvat?c 14") P$rf E4% VICINITY MAP NTS W1y Rrtc Aid -/lop Ot Aux CY G24�iX Zig±: J ©2b10 Google - Map data 9201Wongle map provided by google maps© CERTIFICA TION: THIS "TOPOGRAPHIC SURVEY OF TAX MAP 1178-9C" WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF HOWARD L. VANCE, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION, THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED IN JUNE, 2010; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADA TA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. ALBEMARLE COUNTY GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY, VIRGINIA PROJECT NARRATIVE THE OWNER IS PROPOSING THE CONSTRUCTION OF A 12,400 SQ. FT. SHOPPING CENTER AND ASSOCIATED PARKING ON RICHMOND ROAD BETWEEN THE EXISTING MEXICAN RESTAURANT AND KIA DEALERSHIP IN ALBEMARLE COUNTY. THE PROPOSED PROJECT IS CONSISTENT WITH THE SURROUNDING HIGHWAY COMMERCIAL DEVELOPMENT. THE PROPOSED BUILDING IS LOCATED TOWARDS THE FRONT OF THE LOT ADJACENT TO ROUTE 250 WITH APPROPRIATE LANDSCAPING TO PROVIDE AN AESTHICALLY PLEASING VIEW FROM THE ENTRANCE CORRIDOR. SHEET INDEX C1 COVER C2 EXISTING CONDITIONS C3 LAYOUT & UTILITY PLAN C4 EROSION CONTROL C5 GRADING P LAN C6 EC NOTES C7 EC DETAILS C8 UTILITY PROFILES C9 NOTES & DETAILS RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE PURPOSES OF PLAN APPROVAL ONLY. T -IE CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAND DISTURBER UPON AWARD OF CONTRACT. LEGEND d : •e°''•e • •CONCRETE INLET PROTECTION EX. POWER POLE•n e ® LIGHT ASPHALT PAVING EX. SAN. SEW. MANHOLE Fj] EX. TELEPHONE BENCHMARK EX. LIGHT POLE -- PROPERTY LINE OHP EX. OVERHEAD POWER 8"WL EX. WATER LINE OHTV EX. OVERHEAD CABLE EX. CENTERLINE OF ROAD 18"RCP EX. STORM SEWER 8"SAN EX. SANITARY SEWER - - EX. EDGE OF THE PAVEMENT EX. TREELINE PROP. STORM SEWER LINE 348 PROP. CONTOURS ----348----- EX. 1' CONTOURS EX. 5' CONTOURS + 348.55 EX. SPOT ELEVATION 351.95 351.45 PROP. TOP & BOTTOM OF CURB T PROP. TELEPHONE LINE G PROP. GAS LINE P PROP. UNDERGROUND POWER PROP. TREELINE GENERAL NOTES SITE ADDRESS: RICHMOND ROAD (ROUTE 250) CHARLOTTESVILLE, VA 1. OWNER: TAP INVESTMENTS, LLC 2903 N. AUGUSTA ST. STAUNTON,, VA 24401 PHONE: 540-885-5181 CONTACT: PETER WRAY APPROVALS Department Date Department of Community Development Planner/Zoning Engineer Inspections ARB Department of Fire Rescue Albemarle County Service Authority Virginia Department of Transportation Health Department AGENT: BALZER & ASSOCIATES, INC. 1561 COMMERCE ROAD SUITE 401 VERONA, VA 24482 PHONE: 540-248-3220 FAX: 540-248-3221 CONTACT: WILLIAM S. MOORE, PE 2. PARCEL INFORMATION PROPOSED USE: SHOPPING CENTER ZONING: HC, HIGHWAY COMMERCIAL EC, ENTRANCE CORRIDOR TMP: 78-9C INSTR# DB 3657, PG 606 ADJACENT LAND USE(S): COMMERCIAL SITE AREA: 1.272 ACRES DISTURBED AREA: 1.24 ACRES EXISTING IMPERVIOUS AREA = 1,000 SQ. FT. (1.8 %) PROPOSED IMPERVIOUS AREA = 41,807 SQ. FT. (75.6 %) 3. SETBACKS: FRONT = 30' SIDE = 0' APPROVED REAR = 0' by the Albemarle County 4. BUILDING FOOTPRINT = 12,400 SQ. FT. Community Do ment Department NO. OF STORIES = 1 STORY Date BUILDING HEIGHT = 31.33 FT File BUILDING TYPE = 28 FIRE FLOW REQUIRED = 1500 GPM FIRE FLOW PROVIDED = 2838 GPM ® 20 PSI NOT SPRINKLED (FIREWALL DIVISIONS TO BE PROVIDED AS NEEDED) 5. STORM WATER MANAGEMENT WATER QUALITY/QUANTITY: EXISTING POND REF# WP0200400011 (APPROVED) & WP0201300026 (INACTIVE/RELATED) 6. WATER: PUBLIC SEWER: PUBLIC ESTIMATED DAILY WATER & SEWER DEMAND = 3,000 GPD 7. AVERAGE DAILY TRIPS = SHOPPING CENTER (CODE 820) WEEKDAY DAILY TRAVEL AVERAGE RATE OF 42.94 TRIP ENDS X 12 (12,000 LEASABLE SQ. FT.) = 516 TRIPS (50% ENTERING/50% EXITING) 8. PARKING REQUIRED: 69 SPACES PROVIDED THAT THE CONDITIONS OF THE ZONING DETERMINATION LETTER OF SEPTEMBER 23,2015 ARE !MET. PARKING PROVIDED: 169 SPACES (INCL. 3 H.C. SPACES) 9. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA COST, HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OR OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO 'THE REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS UTILITY" OF CENTRAL VA TOLL FREE 811. 10. CROSS CONNECTION AND BACKFLOW VALVE SHALL BE INSTALLED TO IBC CODE. AN APPROVED REDUCED PRESSURE DEVICE SHALL BE INSTALLED ON THE MAIN WATER SERVICE TO THE BUILDING. AN APPROVED BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON THE IRRIGATION SYSTEM IF APPLICABLE. 11. ALL UTILITY LINES SUCH AS ELECTRIC, TELEPHONE, AND CAN, OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THIS SHALL APPLY TO LIMES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 12. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 13. THE PROPERTY IS NOT LOCATED WITHIN A 100YR FLOODPLAIN. 14. INTERIOR PARKING LOT LANDSCAPING REQUIRED = 5% OF 23,523 SQ. FT. PARKING LOT = 1,176 SQ. FT. INTERIOR PARKING LOT LANDSCAPING PROVIDED = 4,664 FT. 15. TOTAL SITE AREA = 55,410 SQ. FT. TREE CANOPY REQUIRED = 10% OF 55,410 SF = 5,541 SQ. FT. TREE CANOPY PROVIDED = 7,701 SQ. FT. 16. THE SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 17. SOURCE DATA: SURVEY BY BALZER & ASSOCIATES, INC, JUNE 2010 HORIZONTAL REFERENCE IS NAD83 VERTICAL REFERENCE IS ASSUMED SOIL ENGINEERING & TESTING - GOOCH ENGINEERING & TESTING INC. 18. A WAIVER FOR DISTURBANCE OF CRITICAL SLOPES HAS BEEN APPROVED FOR SDP 201000059 DATED AUGUST 12, 2011. 0 REFLECTING TOMORROW www.balzer.cc N Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K �tiT OF illiam bore,.. b Mc. No. 035223 a CV O� 10, L9 Z '2,91 _ 4� J �s IN SIQNA1, S nwig W W U G CU .Q :� ^ L O .0 (D Q F r� v, >O O i U CID U -gli-' CU > 13f E O -� U Q E 06 O D DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 C SCALE NTS REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 B 07-15-2013 08-31-2015 10-02-2015 SHEET NO. "� C1 of 13 JOB NO. S0700006 L I.9 IJ f IF IV IA ESC LEGEND 3.01 SAFETY FENCE SAF TEMPORARY STONE 3.02 CONSTRUCTION CE ENTRANCE 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DIKE DID TEMPORARY 3.10 FILL DIVERSION FD TEMPORARY 3.11 RIGHT OF WAY RWD DIVERSION 3.13 TEMPORARY SEDIMENT TRAP ST TEMPORARY 3.31 SEEDING TS SEDIMENT TRAP SCHEDULE CONSTRUCTION NARRATIVE - PHASE I A. INSTALL CONSTRUCTION ENTRANCE AS INDICATED ON PLANS. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA SITE CONSTRUCTION ENTRANCES ONLY. DURING WET WEATHER CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES SHALL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING HIGHWAY. B. INSTALL SAFETY FENCING AND SILT FENCE AS SHOWN ON PLANS BEFORE ANY DISTURBANCE BEGINS. C. INSTALL RIGHT-OF-WAY DIVERSIONS AND TEMPORARY DIVERSIONS AS P RARY STABILIZATION AS NEEDED TOP= 435.58 INV IN= 418.83 INV OUT=418.72 a 1 1 STORM MH 1 fi TOP= 439.69 INV=434.69 h l PI /AL T / /HURT INVESTMENT CO ( TAX MAPJ 78-11 DB 3657, PG 580 / SAN MH if f i i ZONING: HC -EC / TOP=440.00 f i - I / / USE.- VACANT J' L = 72.36' x INV IN= 420.33 / R=140.00 ;'' o INV OUT= -420.15 ,------' / T=37.01' C8=S48 58'21 "E SII MH _ _ _ -H-OT ,' TOP= 437.48 9- 29 ;3649 ;-PfTNTOPS fIOT ZLL`- INV IN=420.70 + `,-1Z r TAX tiJAT' 18-9D //VV OUT-4,2B.�0 - SF 12 SAN S34 -09O.., DB /3673, PG 95 t:3 14.42 I a ' i �� CLONING:- HC -EC ----- 99, BEEN 1 LIMITS 01l DISTORBANC USE- VACANT.-' 113' tom' MH VARIABLE WIDX_- rj,rrr .24` AG` 56'3:4 +�Qj"E------- -- -'TOP=437.4 UTILITY -EASEMENT `� / ' J' r` � ' ,' .i •SPS , C ,, i r O ' i r 24" STORM MH TOP= 442.30 INV= 435.70 / DI LI ©1 II SHOWN. APPLY TEM 0 r r D. INSTALL SEDIMENT TRAP AS SHOWN ON PLANS. APPLY TEMPORARY THERE IS AN ADDITIONAL ,'r '� ! ,' P� ( 1GRAVEC y €ND OF PIPE jf STABILIZATION AS NEEDED. r` / �',' �W -'` FD j D ° ( IAV=4'37.0 /! SANITARY LATERAL EASEMENT � O I a ° /l E. REFER TO PHASE II FOR FURTHER EROSION CONTROL MEASURES AND PER DB 3339, PG 713E (UNABLE C CONSTRUCTION NARRATIVE. TO ACCURATELY DRWI,, BUT THIS ,' i ,' / ,' P� �� , �� O p 1 20 STORM EASEMENT PER LATERAL IS IN 1J� SEE SUBPL�gf� ,' ! ,' / /ST KP,IL�E -�� �'' \ fl DS 3665, PG 100-114 l r LEANOU� •SP ,�' / / i� ST �'�i ' GUY ,SFIjANCHOR (TYP.)c�o HYDRANT, WATE /j ` / i� i �'O (TYP,)^ VALVE / J0 / 11 20WATER LINEEASEMENT �,'� \(Typ,)/ j \ (r // EX. C/3NC. BARRIERS PER DB 3339, PG 701 ,� / \ j 1� r (TP BE REMOVED WHEN / / CONSTRUCTION BEGINS) SC._ - `� � / 1 ,' / / LIMITS OF DISTURBANCE ✓ALISCO WAY 30' ACCESS EASEMENT f `�`� /l r' /r / / �/ j� 1.24 Acs - - PDB 3339, PG 701 /P I W /� i i /r` \ / j/" '� j `J , rte__--____-- II SANDAV LLC - AP INVESTMENTS LLC, / - - / I �'(�� ,` ,' � TAX MAP 78- ,�%�// ` � --, TAX tifAP� 78-9A 200 TO .TOWN I # ,QC' / _ - lI DB 3383, PG 604 AND CO NTRY / r�,+ rr r,' �t OB 3657, PG''606 f/� i �// , - 'D ZONING. HC -EC - - - - - - - - - - - - - - - - DRIVE / �' I� , 1.272 -ACS //A�G1NG& /// ry llj USE.- AUTO DEALERSHIP --------- - + �i r 1 .- UTILITY i' ' � � � ' it POLE �c I, (TYP.) TEMPORARY FD SOI 8 \' GRADING \ _ + r �C \ / / EASEMENT �O rIJ o GUADALAJARA CORPORATION IV t �+ r ` I '�+h ///. 443 TAX MA78-95-! _ DB 3339, PG 710 ZONING: HC-EC,� _ �, USE- RESTAURANT I � "' �`�,r r' � - _ _ - /// BLOCK r ! ��+ Fd r' /// f�*-�TWALLING 3 RED LUMB R CRAYON MARKS ON WALL LIGHTPOLEu ---------------444-------- j' SET TO FINIS FLOOR ELEV WITH STAKE A `TDP OF WALL. ITT \\ 1 '20DRAIN G; ATIV BLOCK WALL EX. ' E DECOR LIMITS OF DISTURBANC ��` EAKEk VT PER , r 1.24 ACS ,� �� �j DBS X3339, PG 1 - - -445--- t/ // "f (� MANAGED SLOPES AS INDICATED + _ // IN ALBEMARLE GIS LIGHT(- /DOES NOT EXIST IN ACCORDANCE POLE TO FIELD TOPOGRAPHIC SURVEY) (TYP.) + ----------------' 71.10 41. --------------- SLOPES OF 25% OR GREATER -----448----'` � BACK CURBF / ', ; ,'� ,'� ,_ _ _ _ ,---------- (FIELD VERIFIED) ix- A�'PROX. L�'A'TIDN OF --7- - - - - - - - 4 - _ - - = NOTE: NO E X . TREES ARE r ,'RELOCAT'D SIDEWALK / ___ _-`�5 _ TELEPHONE D / -----_ LOCATED ON THE PEDESTAL , , AF ,� / /� //✓/ / / / ---"-- LIMITS OF DISTURBANCE SUBJECT PROPERTY . jf _ /c%; /. ° 1.24 ACS OVERHEAD _ _ �-' - - L ti UTILITY LINE I / //�i� y__--///X-� APPROX. LOCATION OF VEPCO, A - _ j� - CENTEL, AND ACSA UTILITY 1 j� _ C�UTIL_ ` - CHUTII' D _�" "�- Tom-- T-�-� #'�fI�- _ �1 HU�I IC,HUTIL VARIABLE WIDTH EASEMENT UTA. ,� -- . (D8 1136-61.3, SEE SUSPLAT) -- pHUTIL FIBER OPTIC -� `� L=139.03' CG?NCRETE RICHMOND ROAD ---? ` -_L_� _ 20 - 0 20 csy - 40 60 DTII- �- pHUTI� LINE _ (TYP.) STATE ROUTE 250 �FLOb✓ LINE -_ - - pH R-1194.92' BACK OF s WATER INE (VARMBLE R -O -W) EDGE OF - T==69.59 PAVEMENT CURB C8=N55 29'441W C=138.95' D=6'39'58" Scale 1 " = 20' FI EI CI :I REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 o � Wi liam S. 'bore a -o Lie. No. 035223 a 45 10-02-2015kls�0 N A L 1 't w, TOTAL TOTAL WET & DRY WET VOL. DRY VOL. TOP OF WET DRY L to W rata TOTAL ST# VOL. (CU. VOL. (CU. VOL.. (CU. (CU. YD.) (CU.YD.) BERM I BOTTOM STORAGE STORAGE OUTLET aiwet/dry YD.) YD.) YID.) LT. p V1JTop LDou.m WR411p111 0ws1 ODIv 07.1.1 ELEV. C:O LENGTH O � U � ELEV. ELEV. ELEV rine AREA (AC.) IREOUIREDI ALCULATED IREDUIREDI ALCULATED ALCULATED (FT.) (Fr.) (FT.) (FT.) (FT.) (FT.) (FT.) 1 1.00 134 143 67 1 74 69 68.0 1 30.0 58.0 20.0 1 1.5 1.0 2.50 440.00 436.50 438.00 439.00 6 2.65 CONSTRUCTION NARRATIVE - PHASE I A. INSTALL CONSTRUCTION ENTRANCE AS INDICATED ON PLANS. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA SITE CONSTRUCTION ENTRANCES ONLY. DURING WET WEATHER CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES SHALL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING HIGHWAY. B. INSTALL SAFETY FENCING AND SILT FENCE AS SHOWN ON PLANS BEFORE ANY DISTURBANCE BEGINS. C. INSTALL RIGHT-OF-WAY DIVERSIONS AND TEMPORARY DIVERSIONS AS P RARY STABILIZATION AS NEEDED TOP= 435.58 INV IN= 418.83 INV OUT=418.72 a 1 1 STORM MH 1 fi TOP= 439.69 INV=434.69 h l PI /AL T / /HURT INVESTMENT CO ( TAX MAPJ 78-11 DB 3657, PG 580 / SAN MH if f i i ZONING: HC -EC / TOP=440.00 f i - I / / USE.- VACANT J' L = 72.36' x INV IN= 420.33 / R=140.00 ;'' o INV OUT= -420.15 ,------' / T=37.01' C8=S48 58'21 "E SII MH _ _ _ -H-OT ,' TOP= 437.48 9- 29 ;3649 ;-PfTNTOPS fIOT ZLL`- INV IN=420.70 + `,-1Z r TAX tiJAT' 18-9D //VV OUT-4,2B.�0 - SF 12 SAN S34 -09O.., DB /3673, PG 95 t:3 14.42 I a ' i �� CLONING:- HC -EC ----- 99, BEEN 1 LIMITS 01l DISTORBANC USE- VACANT.-' 113' tom' MH VARIABLE WIDX_- rj,rrr .24` AG` 56'3:4 +�Qj"E------- -- -'TOP=437.4 UTILITY -EASEMENT `� / ' J' r` � ' ,' .i •SPS , C ,, i r O ' i r 24" STORM MH TOP= 442.30 INV= 435.70 / DI LI ©1 II SHOWN. APPLY TEM 0 r r D. INSTALL SEDIMENT TRAP AS SHOWN ON PLANS. APPLY TEMPORARY THERE IS AN ADDITIONAL ,'r '� ! ,' P� ( 1GRAVEC y €ND OF PIPE jf STABILIZATION AS NEEDED. r` / �',' �W -'` FD j D ° ( IAV=4'37.0 /! SANITARY LATERAL EASEMENT � O I a ° /l E. REFER TO PHASE II FOR FURTHER EROSION CONTROL MEASURES AND PER DB 3339, PG 713E (UNABLE C CONSTRUCTION NARRATIVE. TO ACCURATELY DRWI,, BUT THIS ,' i ,' / ,' P� �� , �� O p 1 20 STORM EASEMENT PER LATERAL IS IN 1J� SEE SUBPL�gf� ,' ! ,' / /ST KP,IL�E -�� �'' \ fl DS 3665, PG 100-114 l r LEANOU� •SP ,�' / / i� ST �'�i ' GUY ,SFIjANCHOR (TYP.)c�o HYDRANT, WATE /j ` / i� i �'O (TYP,)^ VALVE / J0 / 11 20WATER LINEEASEMENT �,'� \(Typ,)/ j \ (r // EX. C/3NC. BARRIERS PER DB 3339, PG 701 ,� / \ j 1� r (TP BE REMOVED WHEN / / CONSTRUCTION BEGINS) SC._ - `� � / 1 ,' / / LIMITS OF DISTURBANCE ✓ALISCO WAY 30' ACCESS EASEMENT f `�`� /l r' /r / / �/ j� 1.24 Acs - - PDB 3339, PG 701 /P I W /� i i /r` \ / j/" '� j `J , rte__--____-- II SANDAV LLC - AP INVESTMENTS LLC, / - - / I �'(�� ,` ,' � TAX MAP 78- ,�%�// ` � --, TAX tifAP� 78-9A 200 TO .TOWN I # ,QC' / _ - lI DB 3383, PG 604 AND CO NTRY / r�,+ rr r,' �t OB 3657, PG''606 f/� i �// , - 'D ZONING. HC -EC - - - - - - - - - - - - - - - - DRIVE / �' I� , 1.272 -ACS //A�G1NG& /// ry llj USE.- AUTO DEALERSHIP --------- - + �i r 1 .- UTILITY i' ' � � � ' it POLE �c I, (TYP.) TEMPORARY FD SOI 8 \' GRADING \ _ + r �C \ / / EASEMENT �O rIJ o GUADALAJARA CORPORATION IV t �+ r ` I '�+h ///. 443 TAX MA78-95-! _ DB 3339, PG 710 ZONING: HC-EC,� _ �, USE- RESTAURANT I � "' �`�,r r' � - _ _ - /// BLOCK r ! ��+ Fd r' /// f�*-�TWALLING 3 RED LUMB R CRAYON MARKS ON WALL LIGHTPOLEu ---------------444-------- j' SET TO FINIS FLOOR ELEV WITH STAKE A `TDP OF WALL. ITT \\ 1 '20DRAIN G; ATIV BLOCK WALL EX. ' E DECOR LIMITS OF DISTURBANC ��` EAKEk VT PER , r 1.24 ACS ,� �� �j DBS X3339, PG 1 - - -445--- t/ // "f (� MANAGED SLOPES AS INDICATED + _ // IN ALBEMARLE GIS LIGHT(- /DOES NOT EXIST IN ACCORDANCE POLE TO FIELD TOPOGRAPHIC SURVEY) (TYP.) + ----------------' 71.10 41. --------------- SLOPES OF 25% OR GREATER -----448----'` � BACK CURBF / ', ; ,'� ,'� ,_ _ _ _ ,---------- (FIELD VERIFIED) ix- A�'PROX. L�'A'TIDN OF --7- - - - - - - - 4 - _ - - = NOTE: NO E X . TREES ARE r ,'RELOCAT'D SIDEWALK / ___ _-`�5 _ TELEPHONE D / -----_ LOCATED ON THE PEDESTAL , , AF ,� / /� //✓/ / / / ---"-- LIMITS OF DISTURBANCE SUBJECT PROPERTY . jf _ /c%; /. ° 1.24 ACS OVERHEAD _ _ �-' - - L ti UTILITY LINE I / //�i� y__--///X-� APPROX. LOCATION OF VEPCO, A - _ j� - CENTEL, AND ACSA UTILITY 1 j� _ C�UTIL_ ` - CHUTII' D _�" "�- Tom-- T-�-� #'�fI�- _ �1 HU�I IC,HUTIL VARIABLE WIDTH EASEMENT UTA. ,� -- . (D8 1136-61.3, SEE SUSPLAT) -- pHUTIL FIBER OPTIC -� `� L=139.03' CG?NCRETE RICHMOND ROAD ---? ` -_L_� _ 20 - 0 20 csy - 40 60 DTII- �- pHUTI� LINE _ (TYP.) STATE ROUTE 250 �FLOb✓ LINE -_ - - pH R-1194.92' BACK OF s WATER INE (VARMBLE R -O -W) EDGE OF - T==69.59 PAVEMENT CURB C8=N55 29'441W C=138.95' D=6'39'58" Scale 1 " = 20' FI EI CI :I REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 o � Wi liam S. 'bore a -o Lie. No. 035223 a 45 10-02-2015kls�0 N A L 1 't w, c 2) E4 DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE 1 " = 20' REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 10-02-2015 SHEET NO. C2 of 13 JOB No. S0700006 �W CU CL CU .CDL a. O U) W r_C^ v, 06 C:O O � U � U 06 i) U) .X O W F -- c 2) E4 DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE 1 " = 20' REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 10-02-2015 SHEET NO. C2 of 13 JOB No. S0700006 LEGEND U © CONCRETE BUMPER BLOCK UTILITY CONTR. SEWER (SEE DETAIL, SHEET C9) W.M. BY PLUMB. © CONCRETE SIDEWALK ACSA X UTILITY CONTR. (SEE DETAIL, SHEET C9) BEYOND 0 HANDICAP PARKING & SIGN RIM=440.00 2 (SEE DETAIL, SHEET C9) N 437.03 0.5% UTILITY CONTR. 3 © SHOE BOX STYLE LIGHT EXISTING 4,37.03 (SEE LIGHTING PLAN BY OTHERS) LATERAL 1.5" OT CONCRETE DUMPSTER PAD 437.70 ACSA (SEE DETAIL, SHEET C9) IL O METER WATER 5/8" X ACSA LENGTH UTILITY CONTR. SEWER EXISTING BEYOND W.M. BY PLUMB. METER WATER 1 " X ACSA X UTILITY CONTR. EXISTING EXISTING BEYOND W.M. BY PLUMB. PARKING LOT STRIPING NOTES: 1. ALL PARKING SPACE STRIPING WILL BE WHITE. I 2. HANDICAPPED SPACES AND HATCHED AREAS WILL BE YELLOW. 3. HANDICAPPED SYMBOL & WILL BE BLUE. ra IF IE IC IC IA NOTES: 1) ALL CURB RADII ARE 5' UNLESS INDICATED OTHERWISE. 2) ALL ROOF LEADERS ARE TO CONNECT TO UNDERGROUND STORM SEWER SYSTEM. SEE ARCH. PLANS FOR LOCATION OF DOWN -SPOUTS. 3) VISIBILITY OF ALL MECH. EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 4) CONTR. TO COORD. WITH FIRE MARSHAL'S OFFICE FOR KNOX BOX INFORMATION & LOCATION. WATERLINE SEQUENCE OF CONSTRUCTION (CONTR. TO COORD. SEQUENCE WITH ACSA): 1) NIGHT SHUTDOWN AND CUT IN 8" G.V. 2) INSTALL 8" T.S.&V. AND NEW MAIN (PLUGGED). 3) TEST NEW MAIN. (COORDINATE WITH ACSA ON TESTING REQUIREMENTS & PROCEDURES) 4) SHUTDOWN UPSTREAM WATERMAIN (DAY) AND CUT IN CONNECTION FOR NEW MAIN. 5) ISOLATE EX. 8" STUB -OUT & ABANDON AT EX. HYDRANT TEE ONCE NEW LINE IS IN SERVICE. WATERLINE NOTE: 1) THERE SHALL BE A 3' SEPERATION WITH ALTERNATING PLANES BETWEEN WATER METER TAPS. � W=8' Dio=0.30' Dm=6" (0 curb opening) W=4' Dio=0.62' DmAx=1' S=0.5% s V2y,(.)=3.23 ft/sec CONCRETE V -DITCH CORE DRILL TO EX. MH SAN MH TOP= 437.48 PANTOPS HOTEL LLC INV IN=420.70 TAX MAP# 78-9D INV OUT=420.60\ DB 3673, PG 95 ZONING.- HC -EC ' USE- VACANT SAN MH TOP= 435.58 INV IN= 418.83 INV OUT= 418.72 1 STORM MH TOP_ 439.69 INV- 434.69 /* 0 N 24' HPDE STORM MH TOP= 4 42. 30 / INV==435.70 1 f f PEAL T ' f / / HURT INVESTMENT CO J f. l l / TAX IWAP 78-11 f 1 DB 3657# PG 580 / DITCH CONN. TO PIPE SAN MH J 1 � / (SEE DETAIL, SHT. C9) TOP=440.OD f J %f / / ZONING: HC -EC / L = 72.36' INV IN= 420.33 / USE. VACANT R=140.00' INV our=420. 15�J �f / T=37. D 1 C8=S48158 21 "L- C=71.560 L- C=71.56 f CONNECT TO 0=2936'49'° -' EXI �� l� ry Q J EAT/SAWC & / j - � _ - IVS0N S34'09'57" �` / 4ATC19 EX. MT. v BENS^/ eG4ft'R 1ZrS�� 14.42 f %� I �C¢NNUND ECT 0 /1 / F� VARIABLE WIDTH tS /1 Jl FXIST. RBMH / p E r T10P 437 48 UTILITY EASEMENT 1`f / SPIKES / • -L7" ` C 5' MAX. RETAINING WALL 2 (HT. BEYOND 4' REQUIRES ' 2 - / . Z.7....T' . �...� JJ A SAFETY RAILING) R .L. . G A THERE IS AN ADDITIONAL 20 1 SANITARY LATERAL EASEMENT PER DB 3339, PG 701 (UNABLE o I -� .O TR \ : ....`......:Q'i. _ .... Jf TO ACCURATELY DRAW BUT THIS CLOSU r. ....... .15 ................. ... ................. .;.:..:., .:. : 20' STORM EASEMENT PER LATERAL IS IN IT. SEE SUBPLAT /.. ,,.�.�.�... - O CONC, .BUMP ..BI-OCK.(TYP.)...... I l fJ DB 3665, PG 100-114 cV .�. GATE . �6 fi ,. J 45 _BEND GUARDRAIL &SAFETY RAILING . / - ..... 24 . (TYP).. (SEE. pETAI[t; L (WITH REFLECTIVE TAPE WHERE 5. DUMPS AREA%. o..........a..... /J ADJACENT TO PARKING SPACES) L- LEANOU�/P� R5... ...: . .. + �S R 1J GUY EXISTING WATERLINE TO BE ABANDONED -AN I ...... REROUTED WITHIN NEW PUBLIC EASEMENT :. /.,'� / 1/ ANCHOR o HYDRANT ..: „ 8 CAP WATER ..(TYP) ..... ... ........ I G N TYP. 18 ( P ...... fJ STOP S ( 1 �, VAL VE I 20' WATER LINE EASEMENT �(TYP.) /� 24' l.. 12 PER D8 3339, PG 701 I J ............... . IJ I �. / . CONNECT TO j ........24. �p -------------___ -- _ - EXIST. CURB \ i.. PROP. 2 L Jf y � PU LIC � � ..:.�..:. � ---- _ I 11 .:......... :: .. - - - - - - - ........... ....... NEAT SAW�IJT-& SMT 5 / JAL ASCO WPI Y MATCH EX. PVMT. R25............ 30 ACCESS EASEMENT 8 T.S. & V. �i \ ..:..... _- -- -- -- P_EE_DB 3339` PG 701 8" � V. L � 1. R3 _ R 1' .. PT .R .. K C . .N WAS -ONLY):.. J SANDAV LLC - 45• .� TAP INVESTMENTS LLCGREASET ( H TEl 1 TAX MAP# 78-9A 200' TO TOWN TAX MAP i Jl CO C $ M i, i 24..... / 78-9C N U PER BLOCK (TYP.) DB 3383, PG 604 26 (SEE DETAIL, SHT: C9) ............ JJ AND C NTRY I I DB _ 3657, PG 606 ZONING.- HC -EC COBP.. f.. 1.272 ACS ' USE- AUTO DEALERSHIP ----------- DRIvE I ( jJJUTILITYOLE DRAINAGE SUM MARY TAB LE © CONNECTION BY PLUMBER LENGTH SO SEWER LATERAL 6" 0 1 % MIN. SLOPE REMARKS IN UTILITY CONTR. 1 EXISTING K OW WATER LATERAL 1" RIM=440.00 2 15" RCP CLIII ACSA 437.28 437.03 0.5% UTILITY CONTR. 3 15" HDPE 134.58' EXISTING 4,37.03 © WATER LATERAL 1.5" 24" YARD INLET 437.70 ACSA RIM=441.40 5 UTILITY CONTR. 51.82' 437.96 437.70 EXISTING J 6 HEAVY-DUTY ASPHALT 437.96 437.96 (SEE DETAIL, SHEET C9) 7 15" HDPE 26.80' LIGHT-DUTY ASPHALT 437.96 0.5% ' (SEE DETAIL, SHEET C9) PARKING LOT STRIPING NOTES: 1. ALL PARKING SPACE STRIPING WILL BE WHITE. I 2. HANDICAPPED SPACES AND HATCHED AREAS WILL BE YELLOW. 3. HANDICAPPED SYMBOL & WILL BE BLUE. ra IF IE IC IC IA NOTES: 1) ALL CURB RADII ARE 5' UNLESS INDICATED OTHERWISE. 2) ALL ROOF LEADERS ARE TO CONNECT TO UNDERGROUND STORM SEWER SYSTEM. SEE ARCH. PLANS FOR LOCATION OF DOWN -SPOUTS. 3) VISIBILITY OF ALL MECH. EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 4) CONTR. TO COORD. WITH FIRE MARSHAL'S OFFICE FOR KNOX BOX INFORMATION & LOCATION. WATERLINE SEQUENCE OF CONSTRUCTION (CONTR. TO COORD. SEQUENCE WITH ACSA): 1) NIGHT SHUTDOWN AND CUT IN 8" G.V. 2) INSTALL 8" T.S.&V. AND NEW MAIN (PLUGGED). 3) TEST NEW MAIN. (COORDINATE WITH ACSA ON TESTING REQUIREMENTS & PROCEDURES) 4) SHUTDOWN UPSTREAM WATERMAIN (DAY) AND CUT IN CONNECTION FOR NEW MAIN. 5) ISOLATE EX. 8" STUB -OUT & ABANDON AT EX. HYDRANT TEE ONCE NEW LINE IS IN SERVICE. WATERLINE NOTE: 1) THERE SHALL BE A 3' SEPERATION WITH ALTERNATING PLANES BETWEEN WATER METER TAPS. � W=8' Dio=0.30' Dm=6" (0 curb opening) W=4' Dio=0.62' DmAx=1' S=0.5% s V2y,(.)=3.23 ft/sec CONCRETE V -DITCH CORE DRILL TO EX. MH SAN MH TOP= 437.48 PANTOPS HOTEL LLC INV IN=420.70 TAX MAP# 78-9D INV OUT=420.60\ DB 3673, PG 95 ZONING.- HC -EC ' USE- VACANT SAN MH TOP= 435.58 INV IN= 418.83 INV OUT= 418.72 1 STORM MH TOP_ 439.69 INV- 434.69 /* 0 N 24' HPDE STORM MH TOP= 4 42. 30 / INV==435.70 1 f f PEAL T ' f / / HURT INVESTMENT CO J f. l l / TAX IWAP 78-11 f 1 DB 3657# PG 580 / DITCH CONN. TO PIPE SAN MH J 1 � / (SEE DETAIL, SHT. C9) TOP=440.OD f J %f / / ZONING: HC -EC / L = 72.36' INV IN= 420.33 / USE. VACANT R=140.00' INV our=420. 15�J �f / T=37. D 1 C8=S48158 21 "L- C=71.560 L- C=71.56 f CONNECT TO 0=2936'49'° -' EXI �� l� ry Q J EAT/SAWC & / j - � _ - IVS0N S34'09'57" �` / 4ATC19 EX. MT. v BENS^/ eG4ft'R 1ZrS�� 14.42 f %� I �C¢NNUND ECT 0 /1 / F� VARIABLE WIDTH tS /1 Jl FXIST. RBMH / p E r T10P 437 48 UTILITY EASEMENT 1`f / SPIKES / • -L7" ` C 5' MAX. RETAINING WALL 2 (HT. BEYOND 4' REQUIRES ' 2 - / . Z.7....T' . �...� JJ A SAFETY RAILING) R .L. . G A THERE IS AN ADDITIONAL 20 1 SANITARY LATERAL EASEMENT PER DB 3339, PG 701 (UNABLE o I -� .O TR \ : ....`......:Q'i. _ .... Jf TO ACCURATELY DRAW BUT THIS CLOSU r. ....... .15 ................. ... ................. .;.:..:., .:. : 20' STORM EASEMENT PER LATERAL IS IN IT. SEE SUBPLAT /.. ,,.�.�.�... - O CONC, .BUMP ..BI-OCK.(TYP.)...... I l fJ DB 3665, PG 100-114 cV .�. GATE . �6 fi ,. J 45 _BEND GUARDRAIL &SAFETY RAILING . / - ..... 24 . (TYP).. (SEE. pETAI[t; L (WITH REFLECTIVE TAPE WHERE 5. DUMPS AREA%. o..........a..... /J ADJACENT TO PARKING SPACES) L- LEANOU�/P� R5... ...: . .. + �S R 1J GUY EXISTING WATERLINE TO BE ABANDONED -AN I ...... REROUTED WITHIN NEW PUBLIC EASEMENT :. /.,'� / 1/ ANCHOR o HYDRANT ..: „ 8 CAP WATER ..(TYP) ..... ... ........ I G N TYP. 18 ( P ...... fJ STOP S ( 1 �, VAL VE I 20' WATER LINE EASEMENT �(TYP.) /� 24' l.. 12 PER D8 3339, PG 701 I J ............... . IJ I �. / . CONNECT TO j ........24. �p -------------___ -- _ - EXIST. CURB \ i.. PROP. 2 L Jf y � PU LIC � � ..:.�..:. � ---- _ I 11 .:......... :: .. - - - - - - - ........... ....... NEAT SAW�IJT-& SMT 5 / JAL ASCO WPI Y MATCH EX. PVMT. R25............ 30 ACCESS EASEMENT 8 T.S. & V. �i \ ..:..... _- -- -- -- P_EE_DB 3339` PG 701 8" � V. L � 1. R3 _ R 1' .. PT .R .. K C . .N WAS -ONLY):.. J SANDAV LLC - 45• .� TAP INVESTMENTS LLCGREASET ( H TEl 1 TAX MAP# 78-9A 200' TO TOWN TAX MAP i Jl CO C $ M i, i 24..... / 78-9C N U PER BLOCK (TYP.) DB 3383, PG 604 26 (SEE DETAIL, SHT: C9) ............ JJ AND C NTRY I I DB _ 3657, PG 606 ZONING.- HC -EC COBP.. f.. 1.272 ACS ' USE- AUTO DEALERSHIP ----------- DRIvE I ( jJJUTILITYOLE DRAINAGE SUM MARY TAB LE STIR DESCRIPTION LENGTH INVERT INVERT OUT SLOPE REMARKS IN 1 DI -1 437.03 437.03 RIM=440.00 2 15" RCP CLIII 50' 437.28 437.03 0.5% 3 15" HDPE 134.58' 437.70 4,37.03 0.5% 4 24" YARD INLET 437.70 437.70 RIM=441.40 5 15" HDPE 51.82' 437.96 437.70 0.5% 6 24" YARD INLET 437.96 437.96 RIM=441.40 7 15" HDPE 26.80' 438.10 437.96 0.5% 8 24" CLEAN-OUT 438.10 438.10 RIM=442.00 9 15" HDPE 14.27' 438.17 438.10 0.5% 10 24" YARD INLET 438.17 438.17 RIM=441.40 11 15" HDPE 82.70' 438.58 438.17 0.5% 12 24" YARD INLET 438.58 438.58 RIM=441.40 CON V- 7 68 437 NJ LI KI JI GI CONNECT TO - I 12' �. % !1 (T-YP) C EXIST. CURB ( I I 14 de .. JJ P. M - J /J 1 S PS. /l H NDRAI - 4° .. (TYP. W I ° _rt r\ 1 ----- - _- ° Q I F CRETE 80.08' 437.68 .28 0.5% DEPTH= 12" - DITCH _--_ - 30' SETBACK -4 TELEPHONE 145' PEDESTAL 39.0' OVERHEAD _ -- - _-.------.---- ° ° UTILITY LINE - - _ -- - - - = - " _ - APPFOX. LOCATION OF VEPCO, CENTiEL, AND ACSA UTILITY PIR SPIKE IN ❑HUTIL� �.� IL _ UT �1T -= - ERioTIff ❑4ZIL �I HUTI [IHUTIL VARIABLE WIDTH EASEMENT POWER POLE �-- OHUTIL _ _ - - - ELEV==429.96 -- - ❑HUTIL - = - - - cA(50-1726'V' -�1� 1136-613, SEE SUBPLAT) I _� - - OHUTIL FIBER OPTIC - _ , RICHMOND ROAD 9 _ - 20 0 20 _i 40 60 -- p�t}TI_ LINE � �_____ OHUTIL L-139,.03 STATE ROUTE 250 FLOW LINE TIL ''OHUTIL WATER INE R=119�f, g2' PROPOSED (VARIABLE R -O -W) EDGE OF BACK OF pHU CB=N5�259 SIGN PAVEMENT CURB Scale 1 " = 2 0' _ - pHUTIL 9'44 V C=138., 95' D= 6'39 '5,9 -- All 171 .I REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 110 of �r1P o � �� c> � William S. oore a b Lic. No. 035223 x 'A 10-02-2015 W 0 }sv ti s`sjONAL C6 CL .� 06 A Ca U L o M o U c a) > L E N DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE 1 " = 20' REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 10-02-2015 SHEET NO. C3 of 13 JOB NO. 50700006 ESC LEGEND 0 3.01 SAFETY FENCE s%�F I M L 21 J I E I M. TEMPORARY STONE 3.02 CONSTRUCTION E ENTRANCE 3.03 CONSTRUCTION ROAD STABILIZATION CRs 3.05 SILT FENCE s F 3.07 STORM DRAIN INLET PROTECTION P 3 08 CULVERT INLET PROTECTION C P 3 09 TEMPORARY DIVERSION DIKE Q 3.10 TEMPORARY FD FILL DIVERSION TEMPORARY 3.11 RIGHT OF WAY RWD DIVERSION 313 TEMPORARY c SEDIMENT TRAP ST 3.31 TEMPORARY -rs SEEDING 3.32 PERMANENT PS SEEDING 3.35 MULCHING M U 3.39 DUST CONTROL DC CONSTRUCTION NARRATIVE - PHASE it A. MAINTAIN EROSION CONTROL MEASURES FROM PHASE I AS CONSTRUCTION PROGRESSES. BEFORE ANY EROSION CONTROL MEASURES FROM PHASE' I & PHASE II CAN BE REMOVED, APPROVAL BY THE LOCAL COUNTY OFFICIALS MUST BE OBTAINED. B. COMMENCE CUT AND FILL OPERATIONS. SEED EXPOSED AREAS PROMPTLY. ONCE BUILDING PAD REACHES THE APPROPRIATE ELEVATION, BUILDING CONSTRUCTION CAN BEGIN. NOTE: UPON FINAL GRADE BEING ACHIEVED, ENSURE 6" OF 21B IS MAINAINED FOR PAVED AREAS) C. INSTALL RIGHT-OF-WAY DIVERSIONS AS NEEDED IN PLACE OF PHASE I DIVERSIONS. D. INSTALL & MAINTAIN TEMPORARY FILL DIVERSIONS/RIGHT-OF-WAY DIVERSIONS AS EARTHWORK PROGRESSES. INSTALL UTILITIES AND STORM STRUCTURES WITH INLET PROTECTION AS SHOWN ON PLANS. E. ENSURE STORMWATER IS CONVEYED TO INLETS AS SHOWN PER GRADING PLAN. REMOVAL OF SEDIMENT TRAP MAY OCCUR ONCE APPROVAL FROM LOCAL COUNTY OFFICIAL HAS BEEN OBTAINED. NOTE: SEDIMENT TRAP MAY ONLY BE REMOVED ONCE BUILDING PAD HAS BEEN CONSTRUCTED AND CULVERT INLET PROTECTION HAS BEEN INSTALLED ON STRUCTURE #2. ENSURE FILL DIVERSION DIRECTS STORMWATER TO CULVERT INLET PROTECTION UNTIL CURB AND GUTTER & CONCRETE DITCH ARE INSTALLED.) F. INSTALL CURB AND GUTTER. INSTALL CONCRETE DITCH TO STRUCTURE #2. INSTALLATION OF SIDEWALKS MAY OCCUR AT THIS TIME. NOTE: UPON FINAL GRADE BEING ACHIEVED, ENSURE 6" OF 218 IS MAINAINED FOR PAVED AREAS) G. REMOVE CONSTRUCTION ENTRANCE AND INSTALL ASPHALT. PLACE TOPSOIL AND SEED EXPOSED AREAS PROMPTLY. � W=8' Dio=0.30' D„=6” curb opening) W=4' Dio=0.62' D.=1. , S=0.5% s V2,,(-.o=3.23,€t%sec CONCRETE ,V- DITCH 14 14 , f - - - - ' i f-P�NTOPS HOT R — — — / / ! J ! _ ! TAX A 7J_78 -9D ,-` _ SF DB /3673, PG 95 ® ® , rr�� J/ O J. P A' OUND ,! ' _XONING: HC-ECBENC,hlfifARK _-"- ; j LIMITS OF DISTURBANC USE.- VACANT' mow,--'"' S MH !!` j1r1.24f AG`Y �,�6' M - f - - - - - - - - SOP= 437.48 _ - - - - C I P =t- FD 2....% 11 H. AFTER FINAL STABILIZATION IS ACHIEVED, INLET PROTECTION MAY BE REMOVED. ! �J 43$, r �`1-P'1' `�''� r1. '" "�.m J% RW I. UPON COMPLETION OF THE PROJECT AND APPROVAL BY THE PROJECT / D ENGINEER AND LOCAL COUNTY OFFICIALS THE AREA MUST BE RESTORED ,' /( '" TS1j b. TO ITS ORIGINAL CONDITION. ALL ESC MEASURES ARE TO BE REMOVED�,y: '''" -'` '''' t' .. -±� , .. .. D FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE PROJECT 1 i i + KPILE,.;. •-�" r�: ; . . .... .. .... . ENGINEER OR LOCAL COUNTY OFFICIAL. St�..- CRS SF , , l , _ r JAL/SCO WA Y N 11 /---LIMITS OF DISTURBANCE 1.24 ACS SANDAV LLC TAX MAP11 78-9A DB 3383, PG 604 ZONING: HC -EC USE- AUTO DEALERSHIP Q� G� G� os G� f HURT INVESTMENT CO TAX HAP#78-11 DB 3657, PG 580 / ZONING.- HC -EC / USE- VACANT In REFLECTING TOMORROW www.balzer.cc N Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING 8 ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS S STREAM EVALUATIONS L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K 4�itil H Ory, y j o� I SPG, U K 'am S. bore' b Lic. No. 035223 x `p 10-02-2015 `v J �ss1ONAL EACs W G F EW W r O L_ 4+0 O U 0 0 L_ L LI �� D DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 1' 2MITS 4 ACS OF DISTURBANCE C SCALE 1 " = 20' R11? SPIKE IN REVISIONS: T T -- - trr? --- a�IL 0n� _ MU I i� Q_UTIL 08-27-2010 POWER POLE GHU _-- pHUTIL I _ ELEV=429.96 C1HuTIl I ,� �- — I - _ - -- -- LIHUTIL FIBER OPTIC- -1- RICHMOND ROAD ``- —�T 10-25-2010 13HUTII --�-- � — oHUTIL UHUTIL LINE ��� STATE ROUTE 250 02-09-2011 (ARB Final) —`�— (VARIABLE R -O -W) � 04-08-2013 cIHUTIL --- ❑HUTIL B 07-15-2013 08-31-2015 10-02-2015 20 0 20 40 60 SHEET NO. Scale 1 " = 20 A 40 13 10 11 112 1 13 1 14 1 15 1 1_6 17 1 18 1 19 1 20 1 21 JOB NO. S0700006 TS Rw� ILI . / F �o N 11 /---LIMITS OF DISTURBANCE 1.24 ACS SANDAV LLC TAX MAP11 78-9A DB 3383, PG 604 ZONING: HC -EC USE- AUTO DEALERSHIP Q� G� G� os G� f HURT INVESTMENT CO TAX HAP#78-11 DB 3657, PG 580 / ZONING.- HC -EC / USE- VACANT In REFLECTING TOMORROW www.balzer.cc N Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING 8 ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS S STREAM EVALUATIONS L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K 4�itil H Ory, y j o� I SPG, U K 'am S. bore' b Lic. No. 035223 x `p 10-02-2015 `v J �ss1ONAL EACs W G F EW W r O L_ 4+0 O U 0 0 L_ L LI �� D DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 1' 2MITS 4 ACS OF DISTURBANCE C SCALE 1 " = 20' R11? SPIKE IN REVISIONS: T T -- - trr? --- a�IL 0n� _ MU I i� Q_UTIL 08-27-2010 POWER POLE GHU _-- pHUTIL I _ ELEV=429.96 C1HuTIl I ,� �- — I - _ - -- -- LIHUTIL FIBER OPTIC- -1- RICHMOND ROAD ``- —�T 10-25-2010 13HUTII --�-- � — oHUTIL UHUTIL LINE ��� STATE ROUTE 250 02-09-2011 (ARB Final) —`�— (VARIABLE R -O -W) � 04-08-2013 cIHUTIL --- ❑HUTIL B 07-15-2013 08-31-2015 10-02-2015 20 0 20 40 60 SHEET NO. Scale 1 " = 20 A 40 13 10 11 112 1 13 1 14 1 15 1 1_6 17 1 18 1 19 1 20 1 21 JOB NO. S0700006 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 H 04 I •P�, W 'am S. oore a b Lic. No. 035223 a k'94�1.0 ` 08-31-2015 , xA1, E� L W U .Q I_ 0 ��� v, C 0 U 06 C_ 0 •L 0 tt3 CU IrA c ^O W L cc N ,, DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE 1 " = 20' REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 SHEET NO. C5 of 13 JOB NO. S0700006 4 1 5 6 1 8 1 9 10 11 1 12 1 1 4 00 NOTES: 1� ° 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, COMPLETELY IN AREAS REQUIRED FOR SUBSEQUENT SEEDING. CUT OFF TREES AND STUMPS IN AREAS TO RECEIVE FILL MORE THAN THREE FEET IN DEPTH TO WITHIN EIGHT INCHES OF THE (I ORIGINAL GROUND SURFACE. j I` N N 2. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION. 3. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS, AND GRADES AS INDICATED. I �I 4. EXCAVATE TRENCHES TO UNIFORM WIDTH CONFORMING TO VDOT STANDARD PB -1 FOR STORM DRAINAGE PIPING. M 5. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO W=8' M EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT/ ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING Deo=0.30' D..,=6" (@ curb OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO opening) STABILITY OF SUBGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC W=4, TEMPERATURE IS LESS THEN 35-F (1'C). ' L 6. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING WHEN ATMOSPHERIC TEMPERATURE IS LESS THEN 35'F (1'C). Dio=0.62' Dwx=1 �� S=0.5% �. .' i J �. ASPfIALT 1. HURT INVESTMENT CO TAX MAP# 78-11 L � /�, // Vz,.t.)=3.23,sec it/ r DB 3657, PG 580 / 7. FINISH LAWN AREAS TO WITHIN ONE INCH ABOVE OR BELOW REQUIRED SUBGRADE ,� ZONING.- HC -EC / ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND NOT MORE THAN 1/2" ABOVE OR BELOW REQUIRED SUBGRADE '�� CONCRETE /b -DITCH USE. VACANT CROSS SECTION, WITH �� ELEVATION. ---- �' .' ,------ - 8. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE r K SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO SETTLED, ' ____--_ K ADDITIONAL COST TO OWNER. !, fr rr r-P.�NT01' H r � S HOT �L� _,_ � 9. SPREAD TOPSOIL TO A DEPTH OF 4» OVER ALL DISTURBED AREAS NOT RECEIVING WALKS, r �: , r TAX A�AW77,,-P-78-9D78-9D ,-' r rr DB/3t5'73, PG 95 .'` 441.0 r - -�'-- - 440.5 PAVEMENT, WALLS OR BUILDING, INCLUDING TRENCHES. IMMEDIATELY FOLLOWING �`� ,' ,' �%'' ,' rr rr /ONIING. HC -EC BENi�HICfARK r r j 44 .32 I� PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED AREA AND RAKE FREE OF STONES , ,' r r / USE.- • VACANT/' MH _ 437,2_8_ ____--, .4 82 r+ \ AND DEBRIS OVER 1/2" IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF'`h i �`ti i rr TW:437.00 ro' _ o� r � - SOP=437.48__----' DEPRESSIONS OR HIGH SPOTS. SEED IMMEDIATELY. r , f -__---- BG:436.50 1 "° of / r TW:436 00 ,'-""" �� 437 '� a ""� ..... .. ...... r 440.7 J 10. » FINISH GRADE AROUND ALL BUILDINGS SHALL BE A MINIMUM OF 8 BELOW FINISHED , BG.43�3 0 -i e i i ,�: 440. FLOOR ELEVATIONS. 11. PROVIDE A MINIMUM OF 5% SLOPE FOR A DISTANCE OF 10 AWAY FROM ALL BUILDINGS �.438. , > 8 : %� I FOR POSITIVE DRAINAGE. ,� 8 r r , .. 437.9 43 :40 438; 37.88 'I rp'S / . -' ,. I J1 .. R J Ai� / 3 .5 43- .90 ,'' 65 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 5% �' ' 38.15:° 8.05 �' AND A MAXIMUM CROSS SLOPE OF 1:48. .' /' ":.. 4 0.0 ff 438:20 �. (TYP:). 8' ° 439..55 ...�... ....... 440.60- ....": ".. , Il 13. WAIVER GRANTED FOR DISTURBANCE OF CRITICAL SLOPES VIA APPROVED LETTER FOR SDP .' •438 .. .. .. .. �. f�38. 0 .' ,'.� ... - . .. ,' .. _....... .. 440.10 j l 1I 201000059 DATED AUGUST 12, 2011. BG:434 r: -2 'cc �.--. 439.66' " / . �, (TYP:}" " "439 ' r, 44 :.9 ..... d.... // ... ..... .... r 440,43..:...._ ,1 ,. . .. . . r( ff X0.10 41.3 ................. . ._ _ - 40.8 �/ /'TW:439 r " t` . .. /�;' 45 . ,439.6 f � 412BG441.. H �' TW:439 4 40.7 ............... ";'..... / ....-......."........_. 1! H BG:43,7 -439.50 4' // 438.55 / r. r 439.00 I ,,.-......... If ..441:21".. JAL/SCO wA )l -440.7 1 it �Jo /''"� ------ � �•.... 440.17 ;%' . . .. r /. 439.67 ��� 441.. i , r _ - - - - � " j ... , -. .. .. .. .. ..... ....... I l f 441:72 " .... .' tf SANDAV LLC G ,- -- -�- ... `.. .. _ _ _ _ - . .. ... r' .� . % . ; �>��� . . .. 441.22..' TAX MAP# 78-9A G 200 TO TOWN - - .. ..� .�. ( .. ... .. ' ' ' 442.50 442:75. �f DB 3383, P G 60 4 AND COUNTRY .. i r', ".r ... 43 7 "" , y� .. ... ."... 442.00 442.25 I j ZONING: HC -EC DR/VE . _ tl . �.. a - . r 439:17 - �- ' .... .." .. ... ,E. . G 2 - USE., AUTO DEALERSHIP ...... r ,..q 41 '60 " (TYP.) 442:10 (EciN ER) .44-2.19 4 .1 ..441;76. 4413 r� 1.2fi. 44TEMPORARY 441.86 . j,I GRADING . 44413F 4 FEASEMENT ,yr 11 �y r 71 ° INV=437.70GUADALAJARA CORPORA TION IV , D FL USH MAPS 78-95� '1e 42 30 44.3 I _ lj 4 DS 3339, PG 710 441.84-'4'° 41.97 ZONING: HC -EC /1' TW:443.67 E USE- RESTAURANT°4 .. BG:443.00 44205 E r - 444- _ 1! " l!f rr rt o SHOPPING CENTER rF 12,40 Q: d 5 1 r �` FSE =.f r -§TW:445.67 ,! ,4.42.5d` ; f1 BG:443.00 C r 1 I u , $' .. 442.5 0 r TW:446.40 r BG:442.40 2. 0 V • , AM1 r r i , I / ° 4 2°°30,'!� ,__4=448 a TW:448.40 4- - BG:442.40 / 7` -4 9- - - - B 447 , �� / d1 ' 450 B , r/�� �.�- �__ ' 448 - :446.4 � _ _ 451 �1 X52 4 .OT"�-.- :4-4 40 e d _ BG:442_40'\�- - � - - ---�._.. - - RIR SPIKE IN POWER POLE �_ _ -�- _-- C)HUTIL - - _ - -�- ----�� CIHUTIL_ `�n�=%$I _ 11 TI--�`-iffffUTI � � &kz1 I ' I 5� 20 0 ❑H i� HUTIL ` ". QHUTIL _ 20 40 60 --_-- _- ELEV=429.96 _--- UHUTIL FIBER OPTIC ---= ""�- UHUTIL � � ,� _--'- _- - - - - - -c ---1-- -" �- RICHMOND ROAD _ _ _ �_ r _ �--.__ 'i'--- - _: _ _ -- - - �_ » A .____--- OHUTIL LINE �- TW:448.40 STATE ROUTE -__ S c -A a I e 1 20' _ :-- 0HUTIL 250 BG:442.40 _ �= - -'� UHUT IL (VAR/ABLE R -O -W) pHUTII - CHUM 1 1 2 1 3 4 5 1 6 1 7 1 8 1 9 10 11 1 12 1 13 1 14 1 15 16 1 17 18 1 19 20 1 21 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 H 04 I •P�, W 'am S. oore a b Lic. No. 035223 a k'94�1.0 ` 08-31-2015 , xA1, E� L W U .Q I_ 0 ��� v, C 0 U 06 C_ 0 •L 0 tt3 CU IrA c ^O W L cc N ,, DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE 1 " = 20' REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 SHEET NO. C5 of 13 JOB NO. S0700006 4VAC50-30-40 MINIMUM STANDARDS A VESCP must be consistent with the following criteria, techniques and methods: 0 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stock piles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established N until a ground cover is achieved that, in the opinion of the local program administrator or his designated agent, is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. M b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. the minimum storage capacity of a sediment basin shall be 134 cubic years per acre of drainage area. the outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. L 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. K 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. J 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment -trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. I e. Re -stabilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land -disturbing activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, H unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer G system. for those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: 1.1. The applicant shall demonstrate that the total drainage are to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or 1.2. (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks; and (b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtop its banks and by the F use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: 1.1. Improve the channel to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or 1.2. Improve the pipe or pipe system to a condition where the ten-year storm is contained with the appurtenances; or 1.3. Develop a site design that will not cause the pre -development peak runoff rate from a two-year storlm to increase when runoff outfalls into a natural channel or will not cause the development peak runoff rate from a ten-year storm to increase when runoff outfalls into a man-made channel; or 1.4. Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream E erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analysts shall be based on the existing watershed characteristics and the ultimate development of the subject project. f. If the applicant chooses an option that includes stormwater detention he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. the plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. D g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shalll be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on-site channels must be verified to be adequate. i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall Ibe diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater runoff criteria, individual lots or parcels in a residential, commercial or indlustrial development shall not be considered to be separate C development project. instead, the development, as a whole, shall be considered to be a single development project. hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. I. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any, flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (i) detain the water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) B reduce the allowable peak flow rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to § 10.1-562 or 10.1-570 of the Act. m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 10.1-561 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 10.1-603.2 et seq. of the Code of Virginia) and attendant regulations, unless such land -disturbing activities are in accordance with 4VAC50-60-48 of the Virginia Stormwater Management Program (VSMP) Permit A Regulations. n. Compliance with the water quantity minimum standards set out in 4VAC50-60-66 of the Virginia Stormwater Management Program (VSMP) Permit Regulations shall be deemed to satisfy the requirements of Minimum Standard 19. Erosion Control Narrative 1. Project Description: The owner is proposing the construction of a new building and associated parking. The total subject property area is 1.272 acres. The total area of disturbance is approximately 1.24 acres. 2. Existing Site Conditions: Currently the site comprises an open mulched building pad. Existing slopes range from 1% to 35%. Existing ground cover within open areas consists of short grass and mulch. All run-off on the site is concentrated into shallow ditches and swales that discharge to the north and ultimately to regional stormwater management facilities. 3. Adjacent Areas: The property is bordered on the south by Richmond Road (Route 250) and the the south, west, and east by highway commercial development. 4. Off-site Areas: There are no off-site areas proposed for this project. If a borrow or waste site is needed, it shall be a permitted erosion control site. 5. Soils: Soils in the area consist of the following: 88--Udorthents, loamy Description of Udorthents • Parent material: Residuum weathered from granite and gneiss • Slope: 2 to 25 percent • Depth to restrictive feature: More than 80 inches • Depth to water table: More than 80 inches • Frequency of flooding: None • Frequency of ponding: None 71 C--Rabun clay loam, 7 to 15 percent slopes Description of Rabun • Parent material: Residuum weathered from greenstone • Slope: 7 to 15 percent • Depth to restrictive feature: More than 80 inches • Drainage class: Well drained • Capacity of the most limiting layer to transmit water (Ksatt): Moderately high to high (0.57 to 1.98 in/hr) • Depth to water table: More than 80 inches • Frequency of flooding: None • Frequency of ponding: None • Available water capacity: Moderate (about 8.7 inches) 6. Critical Areas: There are no critical areas. 7. Erosion and Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the Virginia Erosion & Sediment Control Handbook (VESCH). The minimum standards of the VESCH shall be adhered to unless otherwise waived or approved by a variance. The following measures are proposed.- 3.01 roposed: 3.01 - Safety Fence A protective barrier installed to prohibit access to potentiallly hazardous and/or sensitive areas by pedestrians or construction equipment. 3.02 - Temporary Construction Entrance A stone pad, located at points of vehicular ingress and egress on a construction site, to reduce the soil transported onto public roads and other paved areas. Temporary construction entrance(s) shall be installed as indicated on the plans. 3.03 - Construction Road Stabilization Temporary stabilization with stone of traffic areas right after grading to reduce erosion by vehicles during wet weather, and to prevent having to regrade traffic areas between initial grading and final stabilization. 3.05 - Silt Fence Barrier Silt fence sediment barriers will be installed downslope of disturbed areas to filter sediment -laden runoff from sheet flow as indicated on this sheet. 3.07 - Storm Drain Inlet Protection To prevent sediment from entering storm drainage systems prior to permanent stabilization of the disturbed area. 3.08 - Culvert Inlet Protection Culvert inlet protection is used to prevent sediment from entering the storm drainage system prior to permanent stabilization of the disturbed area. 3.09 - Temporary Diversion Dike A ridge of compacted soil to divert stormwater run-off from disturbed areas or into sediment trapping facilities. 3.10 - Temporary Fill Diversion A channel with a supporting ridge of compacted soil placed at the top of active fill slopes to divert stormwater run-off away from un -protected fill slopes into sediment trapping facilities. 3.11 - Temporary Right -of -Way Diversion A ridge of loose gravel to divert run-off across a disturbed area to a stablized outlet where vehicular traffic must be accommodated. 3.13 - Temporary Sediment Trap Temporary sediment trap(s) shall be constructed before land disturbance as indicated on the plans. 3.31 Temporary Seeding See General Note Q. 3.32 - Permanent Seeding All areas disturbed by construction shall be stabilized with (permanent seeding immediately following finish grading. Seeding shall be done according to VESCHI Standards & Specifications 3.32, Permanent Seeding. Erosion control blankets will be installled overfill slopes 2H:1 V or steeper which have been brought to final grade and have been seeded to protect the slopes from rill and gully erosion and to allow seed to germinate properly. Mulch (straw or fiber) will be used on relatively flat areas. In all seeding operations, seed, fertilizer and lime (i1 required per soils report) will be applied prior to mulching. See General Note R. 3.35 - Mulching Application of plant residues or other suitable material to diisturbed areas to prevent erosion and reduce overland flow velocities. Fosters plant growth and {provides insulation from heat and cold. Applied to seeded areas or disturbed areas that cannot be seeded due to the season. 3.39 - Dust Control Application of water or other agent to traffic areas to reducle surface and air movement of dust during land disturbing or construction activities to prevent soil loss and reduce the airborne substances. 9. Stormwater Management: Stormwater management for this project is facilitated by a regional facility. Existing pipe stubs were used for connection of the stormwater system. 10. Maintenance: 3.01 - Safety Fence Safety fence shall be checked regularly for weather-related or other damage. Any necessary repairs must be made immediately. Care should be taken to secure all access points (gates) at the end of each working day. All locking devices must be repaired or replaced as necessary. 3.02 - Construction Entrance The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto public rights-of-way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed or traced from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.03 - Construction Road Stabilization Cool Season Grasses: 4 lbs. Nitrogen (N), 1 Ib. Phosphorus (P), 2 lbs. Potash (K) per 1000 ft.2 per year 75% of the total requirements should be applied between Sept. 1 and Dec. 31 st. The balance 0 should be applied during the remainder of the year. More than 1 Ib. of soluble nitrogen per 1000 ft.2 should not be applied at any one time. Warm Season Grasses: Apply 4-5 lbs. Nitrogen (N) between May 1 and August 15th per 1000 ft.2 per year. Phosphorus (P) and Potash (K) should only be applied according to soil test. NOTE: The use of slow-release fertilizer formulations for maintenance of turf is encouraged to REFLECTING TOMORROW reduce the number of applications and the impact on groundwater. I www,balzer.CC N Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K �LTH OF P 04 �0 40-U �' 'am S. bore a b Lic. No. 035223 x 'A W 13. General Notes 08-31-2015 a. The structure shall be inspected after each rain and repairs made as needed. �4� A. The plan approving authority must be notified one week prior to the pre -construction conference, one J All G week prior to the commencement of land disturbing activity, and one week prior to final inspection s`s!0 N A L E� b. Sediment shall be removed and the trap restored to its original dimensions when the B. All erosion and sediment control measures will be constructed and maintained according to minimum sediment has accumulated to one-half the design depth of the trap. Removed sediment shall standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia be deposited in a suitable area and in such Regulations VR 625-02-00 Erosion and Sediment Control Regulations. a manner that it will not erode. C. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. D. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. c. Structures shall be removed and the area stabilized when the remaining drainage area has E. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, been properly stabilized. but not limited to, off-site borrow or waste areas), the Contractor shall submit a supplementary erosion I control plan to the Owner for review and approval by the plan approving authority. 3.08 - Culvert Inlet Protection F. The Contractor is responsible for installation of any additional erosion control measures necessary to a. The structure shall be inspected after each rain and repairs made as needed. prevent erosion and sedimentation as determined by the plan approving authority. G. All disturbed areas are to drain to approved sediment control measures at all times during land b. Aggregate shall be replaced or cleaned when inspection reveals that clogged voids are disturbing activities and during site development until final stabilization is achieved. causing ponding problems which interfere with on-site construction. H. During dewatering operations, water will be pumped into an approved filtering device. I. The Contractor shall inspect all erosion control measures periodically and after each run-off producing c. Sediment shall be removed and the impoundment restored to its original dimensions when H rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. sediment has accumulated to one-half the design depth. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode and cause J. All fill material to be taken from an approved, designated borrow area. L sedimentation problems. K. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. d. Temporary structures shall be removed when they have served their useful purpose, but not L. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section a) before the up -slopes area has been permanently maintained. 5.1.28. M. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. G V 3.09 - Temporary Diversion Dike N. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 0) ('r) The measure shall be inspected after every storm and repairs made to the dike, flow channel, outlet 7:00am to 9:00pm. C: (1) M or sediment trapping facility, as necessary. Once every two weeks, whether a storm event has O. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or -4--0 � occurred or not, the measure shall be inspected and repairs made if needed. Damages caused by order to minimize any hazard to persons, physical damage to adjacent land and improvements, and .Q 0 0) construction traffic or other activity must be repaired before the end of each working day. damage to any public street because of slides, sinking, or collapse. �- j P. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater 0 Q -F management facilities where applicable all erosion control measures required by this plan regardless -6-i N .- 3.10 - Temporary Fill DiversionC) C of the sale of any lot, unit, building or other portion of the property.C:=3Since the practice is temporary and under most situations will be covered the next work day, the F o M 0 Q. Temporary stabilization shall be temporary acre, seeding and mulching. Seeding is to be at 75 lbs/C maintenance required should be low. If the practice is to remain in use for more than one day, an > U C U inspection will be made at the end of each work day and repairs made to the measure if needed. and in the months of September to February to consist a 5%0 mix of Annual Ryegrass and Cereal L M N The contractor should avoid the placement of any material over the structure while it is in use. Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of 4-a C: > Construction traffic should not be permitted to cross the diversion. German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by C:o ICU the County erosion control inspector. :3'� E R. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade o O .0 3.11 - Temporary Right -of -Way Diversion limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall U W Q The practice shall be inspected after every rainfall and repairs made if necessary. At least once be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be every two weeks, whether a storm has occurred or not, the measure shall be inspected and repairs applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass E 06 made if needed. Right-of-way diversions, which are subject to damage by vehicular traffic, should or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to be reshaped at the end of each working day. approval by the County erosion control inspector. C S. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or 3.13 - Temporary Sediment Trap clogging to structural measures is to be repaired immediately. Silt traps are to be cleaned when 50% o a. Sediment shall be removed and the traprestored to it original dimensions when (the sediment of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when 9 has accumulated to one half the design volume of the wet storage. Sediment relmoval from necessary to achieve a good stand of grass. Silt fence and diversion dike which are collecting I~ sediment to half their height must be cleaned and repaired immediately. the basin shall be deposited in a suitable area and in such a manger that it will not erode and cause sedimentation problems. T. All temporary erosion and sediment control measures are to be removed within 30 days of final site D stabilization, when measures are no longer needed, subject to approval by the County erosion control DRAWN BY WKM inspector. b. Filter stone shall be regularly checked to ensure that filtration performance is maintained. U. The County shall make a continuing review and evaluation of the effectiveness of the erosion control DESIGNED BY ERB Stone choked with sediment shall be removed and cleaned or replaced. program. The approved erosion and sediment control plan may be amended by the approving authority if on-site inspection indicates that the approved control measures are not effective in CHECKED BY WSM c. The structure should be checked regularly to ensure that it is structurally sound and has not controlling erosion and sedimentation or if because of changed circumstances, the approved plan been damaged by erosion or construction equipment. The height of the stone otutlet should cannot be carried out. DATE 07-26-2010 be checked to ensure that its center is at least 1' below the top of the embankment. V. Properties and right-of-way adjoining the site shall be kept clean of mud or silt carried from the site by C vehicular traffic or runoff. SCALE N/A 3.32 - Permanent Seeding W. All construction traffic shall enter and exit the site via the construction entrance. In general, a stand of vegetation cannot be determined to be fully established until it has been X. All pavement areas shall be stabilized with base stone within 30 days of final grading. REVISIONS: 08-27-2010 maintained for one full year after planting. Y. Contractor shall locate and verify the location of all utilities prior to beginning construction. Irrigation: New seedings should be supplied with adequate moisture. Supply water as needed, Z. The Contractor shall notify "Miss Utility" before beginning any excavation or utility work (811). 10-25-2010 especially late in the season, in abnormally hot or dry weather, or on adverse sites. Water 02-09-2011 (ARB Final) application rates should be controlled to prevent excessive runoff. Inadequate amounts of water 04-08-2013 may be more harmful than no water. B Re -seeding: Inspect seeded areas for failure and make necessary repairs and resee&ngs within 07-15-2013 the same season, if possible. 08-31-2015 a. If vegetative cover is inadequate to prevent rill erosion, over -seed and fertilize in accordance with soil test results. b. If a stand has less than 40% cover, re-evaluate choice of plant materials and quantities of lime and fertilizer. The soil must be tested to determine if acidity or nutrient imbalances are SHEET NO. responsible. Re-establish the stand following seedbed preparation and seeding recommendations.c Fertilization: Cool season grasses should begin to be fertilized 90 days after planting to ensure CA 6 proper stand and density. Warm season fertilization should begin at 30 days after planting. Apply of maintenance levels of fertilizer as determined by soil test. In the absence of a soil test„ fertilization should be as follows: 14 1 1-9 1 16 1 17 1 18 1 19 20 1 21 I I JOB NO. 50700006 3.35 - Mulching All mulches and soil coverings should be inspected periodically (particularly after rainstorms) to check for erosion. Where erosion is observed in mulched areas, additional mulch should be applied. Nets and mats should be inspected after rainstormsfor dislocation or failure. If washouts or breakage occur, re -install netting or matting as necessary after repairing damage to the slope or ditch. Inspections should take place up until grasses are firmly established. Where mulch is used in conjunction with ornamental plantings, inspect periodically throughout the year to determine if mulch is maintaining coverage of the soil surface; repair as needed. Both temporary and permanent roads and parking areas may require periodic top dressing with new gravel. Seeded areas adjacent to the roads and parking areas should be checked periodically to ensure that a vigorous stand of vegetation is maintained. Roadside ditches and other drainage Management Strategies structures should be checked regularly to ensure that they do not become clogged with silt or other A. Construction will be sequenced so that grading operations can begin and end as quickly as possible. debris. 3.05 - Silt Fence a. Silt fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. b. Close attention shall be paid to the repair of damaged silt fence resulting from end runs and undercutting. B. Sediment trapping measures will be installed as a first step in grading and will be seeded and mulched immediately following installation. C. Temporary seeding or other stabilization will follow immediately after grading. Stabilization for all critical areas will consist of EC -2 lining. D. Areas which are not to be disturbed will be clearly marked by flags, signs, etc. c. Should the fabric on a silt fence decompose or become ineffective prior to the end of the E. The job superintendent shall be responsible for the installation and maintenance of all erosion and expected usable life and the barrier still be necessary, the fabric shall be replaced promptly. sediment control practices. d. Sediment deposits should be removed after each storm event. They must be removed when F. After achieving adequate stabilization, the temporary erosion controls will be cleaned up and deposits reach approximately one-half the height of the barrier. removed. e. Any sediment deposits remaining in place after the silt fence is no longer required shall be 12. Construction Narrative dressed to conform with the existing grade, prepared and seeded. See Sheets C2 & C4. 07 - Storm Drain Inlet Protection AND ASSOCIATES INC REFLECTING TOMORROW www.baizer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 44r;�j H OF I William S. oore a b Lic. No. 035223 x VO 0 08-31-2015 w �SsjONAL L- W U .Q 0- 0 U/ L- A -a C 0 U 06 0 �� M a) 0 0 U 0 .U) 0 L- W I_ DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE N/A REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 SHEET NO. C7 of 13 JOB No. 50700006 1r 2 3 1 4 1 5 6 7 8 1 9 1 10 1 11 1 12 1 14 15 16 1 17 1 18 1 19 1 20 21 0 TEMPORARY SEDIMENT TRAP CONSTRUCTION OF A SILT FENCE SAFETY FENCE (WITHOUT WIRE SUPPORT) STC'�E ' 70' VIN. -' CONSTRUCTION STONE CONSTRUCTION ENTRANCE 1' VARIABLE' I. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF ACCESS 1--3" SIJ -2A AS= HALT -rl'P 27 COURS 2% -EAVEV G VARIABLE= ORIGINAL GROUND STARS. 6'MAX. - ! PAVEIJENT ;<--s_-�---�---.-_ -,:.: • -. � �, . n ' - ti `-' ' 70' MIN. EXISTING PAVEMENT 1 A 3' 5:1 1 j O ®® ©®© ®©® ELEV. 1.0' �� :� �J i i ii�j �-5" M;N. 21A AGGRGATE BASE 111311 13 11 N 67 CU. YD./ACRE � N VARIABLE -� _y '� _ I I�r i- PROFILE7 FILTER CLOTH 6* MIN. Al MOUNTABLE BERM (OPTIONAL) ®E�® 0�® ®®® N Jill SIDE ELEVATION 67 CU. YD./ACRE � � _ �� � - 7^v' IJ'N. STONE EXISTING GROUND 4' MAX. (EXCAVATED) ORIGINAL FLOW r r Ci NSTRJCTIJN , L ACCEcc A ASPI'A T PAVED 70' MIN. _ �'.`•: o FILTER CLOTH GROUND ELEV. III SII 3� WASHRAC C B 10' MIN. WASHRACK ,:. .''c.. r t• 1. 4. (OPTIONAL) M AGGREGATE RIP COARSE GG RI RAP SEE PLATE 3.13-1 CLASS I RAP 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT , "'� 2% ( 2% � PAVEVEhT-' ._.., .w.__ .• T M TO STAKES AND EXTEND THE EXCAVATED SOIL. 12% '' "�'rv' � • lo' MIN. 12' MIN. �"- EXISTING IT INTO THE TRENCH. I PAVEMENT CROSS SECTION OF OUTLET t / •MUST EXT=ND FULL WIDTH PC ,I1 V1 DRAINAGE TO SEDIVEKT I VDOT 1t1 �� POSITIVE DRAINAGE 10' MIN. ( CLASS I RIPRAP _<=- 6 X DRAINAGE AREA (IN AC.) '� f_ - / - •^`r's f..:.. / I IIII ~: IIII OF INGRESS AND EGRESS 1 TRt;�a NG CEVICF OPERATION PLAN COURSE AGGREGATE B TO SEDIMENT ( TRAPPING DEVICE • MUST EXTEND FULL WIDTH AND EGRESS PLAN VIEW PERSPECTIVE VIEW •c DIVERSION - �- �- DIKE FLOW � OOF PERATION L 12' VIN. PDRAINAGEa-::•?'^�'..^� OS;T:V E ����... �•-'�-':^- \-� SHEET FLOW INSTALLATION TO SEDIVE?vr 2% TRA;3PiNG DEVICE ' ` 3" MIN. 3• MIN. a (PERSPECTIVE VIEW) IL, E2 CLO -0 FILTER CLOTH `'�" .'- �'Ys'!-' "• ' FLOW SECTION A -A SECTION A -A '� a: ;~'r^< f COARSE AGGREGATE / EXCAVATED // A A t1l 11ll1llilllllll Water tap Of 1 ll1C111111iSt be llISt111eCI «Ytl2 a 111llIll111ll11 1 lllCll b1l1COCk sllutoffvah•e supphing awash llose %Nith a diameter of 1.5 niches for adet-piate %�' �'�+. ::. :`" • '`] :. � '� ' 1•: c '+ u e � _` I@I NI •� S lel FILTER CLOTH ��Y constant pre,.;,,, -lire. 'Wasil water Must be carried away fi•o1II the entrance to an .= j• ::_ • ;' ' , :r ::• ; ` 1.1 ppUET,1t1l,E (i1 approved settlnla area to remove serliulent. Aff sedinnent shall be prevented from }'.. .w. A�CNl0 i i i"ol UE w ar entering stone drains, ditclLes or watercourse,-. 5' MIN. "*COARSE AGGREGATE SHALL BE VDOT X13, X357 OR #5 POINTS A SHOULD BE HIGHER THAN POINT B. PAVED WASH RACK REINFORCED CONCRETE IN SPACE PERSPECTIVE VIEW PERSPECTIVE VIEW J OUTLET (PERSPECTIVE VIEW) DRAINAGEWAY INSTALLATION NO SCALE SECTION B -B PLASTIC FENCE METAL FENCE J (FRONT ELEVATION) SOURCE: VA. DSWC PLATE. 3.13-2 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA DSTC PLATE. 3.05-2 SOURCE: ADAPTED from 1983 Maryland Standards for Sal ero*n and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: CONWED PLASTICS PLATE. 3.1-1 Sherwood and 1<yant VDOT ROAD AND BRIDGE STANDARDS VA. DSWC MINIMUM TOP WID TH(W) SILT FENCE DROP INLET TEMPORARY RIGHT-OF-WAY SILT FENCE CULVERT INLET PROTECTION REQUIRED FOR SEDIMENT DIVERSIONS PROTECTION X 4' WOOD FRAME TRA P EMBA NKMEN T S 2 DROP INLET `�°T #1 EN°WALL VITH GRATE T ACCORDING TO IIEI GHT OF --� COARSE AGGREGATE igr' FRAME H EMBANKMENT (FEE T) 1.5' MAX. H TOE OF FILL CULVERT 3' MIN. H HO W 1.5 0.5 2.0�^ •"nt111d GATHER EXCESS AT CORNERS G 2.0 1 .0 2.0 Ig' �' '��� �\ G 2.5 1.5 2.5 V -V�d11��" 3.0 2.0 2.5 ti 3.5 2.5 3.0 PERSPECTIVE VIEWS HO H 4.0 3.0 3.0 4.5 3.5 4.0 C 5.0 4.0 4.5 TYPICAL GRAVEL STRUCTURE TOE OF FILL o STAKE EXCAVATED AREA MAX. DEPTH = 4' ORIGINAL SILT FENCE a DISTANCE S 6' MINIMUM IF FLOW = S TOWARD EMBANKMENT J. NOW FABRIC F GROUND ELEV. F COMPACTED SOIL FLOW * 1' MIN. III lll�� SOURCE: VA. (DSWC PLATE. 3.13-, OPTIONAL STONE COMBINA TION ELEVATION OF STAKE AND , o'15, FABRIC ORIENTATION DETAIL A E TEMPORAR Y FILL E DIVERSION FLOW - 2s SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE FILL SL OPE INLET DRAINS A RELATIVELY FIAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT D EARTHEN RIDGE TYPICAL EARTHEN STRUCTURE =VDOT #3, #357• #5. 156 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN EXCEEDING 1 c.R ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETSRECEIVING CONCENTRATED FLOWS, SUCH AS D HIGH VELOCITY OF FLOW IS EXPECTED IN STREET OR HIGHWAY MEDIANS. 9' 11 milli 115111111 1 11111 Milli I I I Eu Source: Va. SWCC Plate 3.11-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual. 1988 PLATE 3.07-1 Will -milli milli �21d TEMPORARY DIVERSION DIKE C C Soil SOURCE: VA. DSWCCompacted PLATE 3.10-1 18" min. --Flow B B j" 4.5' min. SOURCE: VA. DSWC PLATE 3.09-1 A A 1 1 2 1 3 1 4 5 6 1 7 F 8 9 1 10 11 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 AND ASSOCIATES INC REFLECTING TOMORROW www.baizer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 44r;�j H OF I William S. oore a b Lic. No. 035223 x VO 0 08-31-2015 w �SsjONAL L- W U .Q 0- 0 U/ L- A -a C 0 U 06 0 �� M a) 0 0 U 0 .U) 0 L- W I_ DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE N/A REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 SHEET NO. C7 of 13 JOB No. 50700006 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 OP7,r, F 'am S. oore a b Lic. No. 035223 a 0 10-02-2015 w �sSI O N A L D 150 F nil DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE As Shown REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 10-02-2015 SHEET NO. C8 of 13 JOB No. S0700006 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SDAIER SERVICE -ATERAL CONNECTS TO A 'JANHCLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATE: THE TOP (CROAfN) ELEVA?I'ON OF THE SERVICE 0 LATERAL PIPE SHALL BE Al LEAS- 0.2' `?IGHER THAN THE TOP (CROW;N, ELEVA-ION OF THE THE LO'AEST P, --E CONNECTED TO THE MANHOLE. 2. SE'v"JER LATERALS TAPPED 1 3TO AN EXISTING SEL"VEP MAIN SHAL'_ BE CONNECTED USING A PIPE SADDLE. 3. MINIMJIM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2''v Q (1/4" PER FOOT ; 4. ALL SEINER LATEPALS SHALL HAVE A h',INIA U.'v1 COVER DIAMETER 2' MIN N OF 4". 5. ALL SEWER LATERAD SH.AL.L. HAVE A P."".INIMl1IV1 COVER OF 3 FEET. 7 ,MAIN LIN L K J / SALT--/ TREATED FINISHED GROUND--/ `GROUND--/ MARKER C- 17-1 AIr- n ['rn\/I r -r I ATr I7 Al r"r\NI NI E: -rIrlNl E.V E SPRI C NO. 6 RPM.AIN NG BACK -IL _ SHALL Nn- CONTAIN ROCK ;%.ATEA:AL LARGER THAN IN Ati DIMENSION -INTIAL BACKFILL` (6' LIFTS; ' -'OR'JUGHL.Y C"MPaCTEI BY HAND OR AFFROVED MECHANICAL TAk-4DER -HA.UNCHING -BEDDING 6` max 4 Sl•1:I1 -FOUNT.^ATTONI (SHALL BE REQU RED W�-EN. SGS_ CONDITIONS ARE JINSTABLE (ALL PIPE) NOTE : I.OPEN CUTS IN PAVED AREAS •VVITHIN FXiSTING VDOT RIGHT-OI-VVAY SHAI' BF BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM Ow- THE TRENCF SHALL 6E SCRAPE^ AND COMPACTED, AND AL_ STONES R --MOVED OR A 4" BEDDING 0-- NO. C STO%E SHALL BE PROVIDED 3. WHERE POCK IS ENCO-NTERED DIP= SI -;ATL BE INSTA_LED ON A. MIN BEDDING C F N^. 6E STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS IG. S - 3 N.T.S. FIG. S - 2 GENERAL NOTES: 1. SEE SITE PLAN FOR EXACT LOCATION AND FOR GRADING/DRAINAGE REQUIREMENTS. 2. STEP FOOTING AS REQUIRED (SEE DETAIL 5/S1) 3. MINIMUM WALL EMBEDMENT DEPTH SHALL BE 8 INCHES. INCREASE EMBEDMENT DEPTH AS REQUIRED BY SITE GRADING CONDITIONS OR TO OBTAIN SUITABLE BEARING SOILS. 4. THE DESIGN OF THIS WALL IS BASED UPON A SOIL BEARING CAPACITY OF 2000 psf. CONTRACTOR SHALL VERIFY THAT SOIL ONSITE IS CAPABLE OF SUSTAINING SUCH A LOAD. 5. FOOTING SHALL BE FOUNDED IN EITHER FIRM SUITABLE UNDISTURBED NATIVE SOIL OR ENGINEERED FILL WITH A BEARING CAPACITY AT LEAST EQUAL TO THAT STATED ABOVE. 6. WALL HAS NOT BEEN DESIGNED TO RESIST TRAFFIC LOADING. 7. CONTRACTOR SHALL STRICTLY ADHERE TO ALL SAFETY REGULATIONS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, OR PROCEDURES FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. 8. ALL CONSTRUCTION TRAFFIC SHALL MAINTAIN A MINIMUM DISTANCE FROM THE TOP OF THE WALL EQUAL TO THE UNBALANCED FILL HEIGHT DURING H BUILDING CONSTRUCTION. 9. THE OWNER SHALL RETAIN A GEOTECHNICAL ENGINEER TO EVALUATE THE FOUNDATION SOILS PRIOR TO CONSTRUCTION. UNSUITABLE SOILS (IF ANY), AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER, SHALL BE REMOVED AND REPLACED WITH PROPERLY COMPACTED FILL SOIL AS DIRECTED BY THE OWNER'S GEOTECHNICAL ENGINEER. UNSUITABLE SOILS ARE DEFINED AS ANY SOIL THAT DOES NOT PROVIDE MINIMUM DESIGN PARAMETERS AS OUTLINED IN THESE NOTES. 10. IN PREPARATION OF THIS WALL DESIGN, SOIL STRENGTH PARAMETERS WERE ASSUMED BY THE DESIGN ENGINEER. IT IS THE RESPONSIBILITY OF THE OWNER TO VERIFY THE ASSUMED SOIL STRENGTH PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED BY THE DESIGN ENGINEER, THIS DESIGN IS NO LONGER VALID AND IT IS THE REPONSIBILITY OF THE OWNER TO NOTIFY THE DESIGN ENGINEER SO THAT THE RETAINING WALL SYSTEM CAN BE RE -DESIGNED. G 11. ASSUMED DESIGN SOIL PARAMETERS: REINFORCED SOIL, ON-SITE SANDY SOIL, PHI=26 DEGREES, GAMMA: 120 PCF. RETAINED SOIL, ON-SITE CLAYS, PHI=20 DEGREES, GAMMA: 120 PCF. FOUNDATION SOIL, VDOT #57, PHI -40 DEGREES, GAMMA: 120 PCF 12. THIS WALL HAS BEEN DESIGNED ASSUMING AN ON-SITE SANDY CLAY BACKFILL MATERIAL WILL BE USED, CONSISTANT WITH OTHER LOTS IN THE AREA. ALTERNATE BACKFILL MATERIAL MAY BE USED UPON APPROVAL OF THE STRUCTURAL ENGINEER. 13. ANY EXCAVATION BELOW THE WALL SHOULD HAVE PROPER 1:1 LATERAL OVERSIZING. EXCAVATION OVERSIZING SHOULD BE MEASURED FROM THE FRONT OF THE GRAVEL LEVELING PAD AND THE BACK OF THE LOWEST REINFORCEMENT LAYER. 14. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE LATEST LAYOUT PLAN AND GRADING PLAN PROVIDED BY BALZER AND ASSOCIATES, INC. DATED APRIL 21, 2008. POTENTIAL INCREASES IN WALL UNBALANCED FILL HEIGHT DUE TO VARIATIONS IN ACTUAL SITE CONDITIONS F HAVE BEEN ACCOUNTED FOR. HOWEVER, IF SITE GRADING REQUIRES UNBALANCED FILL HEIGHTS GREATER THAN SHOWN, THIS PLAN MAY NEED TO BE REVISED AND/OR THE WALL MAY NEED TO BE RE -DESIGNED. 15. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHOR DIAMOND PRO BLOCK AND MIRAGRID REINFORCEMENT PRODUCTS. ENGINEER SHALL BE NOTIFIED IF ALTERNATE BLOCK AND/OR GEOGRID MANUFACTURER'S MATERIALS ARE DESIRED. 16. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS IS THE REPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. THE DESIGN ENGINEER ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALLS, OR IF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCROACH ANY PROPERTY LINES OR EASEMENTS. N . THE CATION OF EXISTING UT1U1n I NOT I 17. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES E LO ES S 0 NECESSARILY E SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT MISS UTILITY OF VIRGINIA TOLL FREE AT 1-800-552-7001. APPROX. FINISH GRADE, SEE GRADING PLAN TYPICAL RETAINING WALL SECTION PRECAST DIAMOND PRO CAP SECURE TO BELOW PER ANCHORBLOCK SPECS. (<= 7'-0" UNBALANCED FILL) 8X12" ANCHOR DIAMOND PRO NTS SEGMENTAL RETAINING WALL D BLOCKS (TYP.) MIRAGRID GEOSYNTHETIC REINFORCEMENT, SECURE TO T? WALL PER ANCHOR SPECS. 1 i' REINFORCED EARTH BACKFILL, + SEE GENERAL NOTES FOR REQUIREMENTS 1 3 i COMPACTED GRAVEL (VDOT O„ X #57 OR EQUIV.) SURROUNDING i Q DRAIN TILE TYP - ,- WRAP CLEAN GRAVEL W/ # I o GEOTEXTILE FlLTER FABRIC- __ 4" PERF. PVC FOUNDATION DRAIN PIPE IN CLEAN GRAVEL - - - (VDOT #78 OR EQUIV.), DRAIN I TO DAYLIGHT I B PROVIDE DAYLIGHT DRAIN THRU i - WALL 0 40'-0" O.C. MAX. I APPROX. FINISH GRADE 0 TOE, SEE GRADING PLAN COMPACTED GRAVEL (VDOT I' #67 OR EQUIV.) BASE I Z A Q0 COVER UFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION ti PIPE /SLOT (2 PLACES) NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 ROUNDED CONCRETE TOP PAINTED DARK EARTH TONE COLOR (PMS 464C). BOARD -ON -BOARD FENCE TO BE PAINTED DARK EARTH TONE COLOR (PMS 464C). 6" STEEL POST FILLED W/ CONC. PAINTED DARK EARTH TONE COLOR (PMS 464C). T PG -2A OUTSIDE ROAD DITCHES MEDIAN DITCH TYPE D'01�' �F� OR OPE �' , : D - DEPTH 1111111Iut AREA ��SL .h o PER LIN. FT = 8- 21-9" r-9- 0.611 K -82 w DITCH AT TOE OF FILL OR TOP OF CUT TYPE 0 SLS IRACK W1 W2 K SO. YDS. SURFACE AREA&K F11 Al B" 61 41 31-0" 2--r 45 0.585 Al 6" 61 41 4'-r 2'-W' 0L_ 0.759 A2 6" 61 3:1 3'-O" 1'-7" 42 0.509 A2 8- 61 3:1 W -r 2'-r 02 0.865 A3 6" 6-1 2:1 31-0" T-2" 1 38 0.463 A3 8" 61 2:1 4'-r T -B- v2 0.620 Bt 6" 4:1 41 r -T' 2'-r 38 0.463 81 6" 4:1 41 2'-9" 2'-9•' 04-08-2013 0.611 82 8" 4:1 3:1 21-9" 2'-11" 72 0.537 B2 10- 41 3:1 3'-57 r -e" 130 0.676 83 e- 4:1 2:1 21-9" T-8" 60 0.472 83 10" 4:1 2:1 3'-5" 1'-10• m 0.563 84 a" 4:11 2'-9- T-2" 0.435 B4 10" 4:1 1 3'-S" T-6" 101 0.546 C18" 34 2:1 r -T' 1'-6- 50 0.398 C1110" 30 2:1 2'-6" V-10" 92 0.500 C2 t0-- 3-1 1 2'-8" T-6`46 0.3 C3 10" 3:1 1:1 2'-8'- T-2" 70 0.426 TYPE E 12-- 2--3- T-3" 0.500 o m _ K - 115 CURTAIN WALL DETAIL •4 DOWELS. IB - LONG • 5" SL CUiTAN WALL TO BE LOCATED AT BEGf1NING AN DO OF ALL CHANNELS AND ON THE LOWER END OF EACH EXPANSION JO•NT. CURTAIN WALL PLAN FOR TRANSITION OF PAVED MEDIAN DITCH TO MEDIAN DROP INET GUTTER D-1 A -n ALTERNATE METHOD E-1 -3(W 1'W t? BOF FORMING DITCHES INVERT HDIERDO1AP SECTION D -D r RAOUS INLET GUTTER INVERT W l.N KET AM PAVED E -.J ME" DITCH D -,.,J A..J B.J NOTES: NOTE' FOR SECTION A -A AND 8-0 SEE STANDARDS 01-7.7A AID 75. ALL DITCHES MAY BE TRADITIONAL PORTION OF PAVED DITCH TO BE PAD FOR AT THE SAME SECTION E -E CONSTRUCTED wrrH VERTICAL PRICE BD PER S0. YARD FOR APPROACH PAVED MEDIAN DITCH. SIDES AT THE OPTION OF THE STANDARD PG -2A DITCHES TO BE CLASS A3 CONCRETE. CONTRACTOR. SPREFERI STANDARD PAVED DITCHES ROMNo ST D 502 VRG04A DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET . OF 1 109.01 ttR - ) 6' Max. 6' Mo. 12 Tran I--- Max- 6•-0" -/z" do Solid Steel sn ootlh Round Rod lor " Standard pe, I 4" 4'/z" I <''/z' 4• 1%z" O.D. Standard Pipe for Rals 1Vpe. eTypJ I (Tvo.) V/2"O.D. Extra Strong Pipe for Posts I I 30".34" Concrete Mortar Rubble Concrete HANDRAIL (GUARD) INSTALLATION ON WALLS Max. 5" Mo. - "n. �-4y2" o.c. (Typ.) 34.. 2•"Max. A Width of one tread that is A required at each bottom riser HANDRAIL INSli ALLATION For olldetoils and dimensans not shown see St'd. FE -CL. Standard FE -CL SP3 O.D. sP3 O.D- Line post I Line post SPI 0.0 Round rad w, tthlks�onnd oil post seater SP4 O.D. Metal sleeves to be centered in top of -oil 3/4 " Dia. t " Bolts (Typ.) 12" 10 •0 i _ End of Retaining Wall Convoction Joint Rep'd. RW -2 Retoning N'om -o • ALTERNATE INSTALLATION 01.4 WALLS .•. Notes' • This honarodis to be used onry as a protection for pedestriOrs; and should not be placed in any location where it might be subfect to any vehicular impact For vehiculor protection standard quordroashoutd be used nondr Oil to be in occordonce with the latest edtion of the VrgiBva Uniform Stotewde Buldng Code. REFFERENCEEKNCE svESTANDARD HAND RAIL METHOD OF LOCATING AND ERECTING 505 VIRG;NIA DEPAP.TMENT OF TRANSPORTATION 607 OS P�ESSU,�2E TREATED 2 X 6 GATE FRAM E ENCASE PIPE WITH y _ CONCRETE AFTER PIPE IS SET PLACE PIPE FOOTING INTEGRAL WITH SLAB TRASH ENCLOSURE GATE NTS NOTE: FENCE & GATE TO BE PAINTED DARK EARTH TONE COLOR (PMS 464C). TRASH ENCLOSURE PLAN NTS P T-111 PAINTED DARK EARTH TONE COLOR (PMS 464C). 10" MAX. TOP AND BOTTOM PRESSURE TREATED 2 X 6 BRACE PROVIDE BARN STOP AND LOCKING HARDWARE PROVIDE STEEL PIPE RECEPTACLE FOR BARN STOP PIPE CLAMPS SCREWED TO GATE WITH WASHERS SPACERS TO FACILITATE SLIDING PIPE SLEEVE SET IN CONCRETE TO RECEIVE BARN GATE STOP 4 LONG EXTEND 114 " ABOVECONCRETE FINISH GRADE NOTE:, PROVIDE EXPANSION JOINTS ® 20 0" O.C. (MAX.) a• ll TOP OF CONCRETE ti CLASS TE PAVEMENT e 4. •' : 10 • s > dL :tot •. d, -f- -4 REFLECTING TOMORROW �_V=1L=1ffA P•'. . a ti?xj •. pgirt4�r►.Qii *4, ' .y�d� ya�r ro"• detdaco �b f,:r.s �-, e. :.:,I'<• www.balzer.cc 4" STONE BASE REQ'D f)• • +24• WITHIN STATE MAINTAINED 12' N Staunton RIGHT-OF-WAY THE BOTTOM OF THE CURB & GUTTER MAY New River Valley *STONE BASE IS NOT REQUIRED BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUBSURFACE COURSES PROVIDED A Roanoke IN PRIVATELY DEVELOPED SITES MINIMUM DEPTH OF 7IS MAINTAINED BUT MAY BE BID AS AN ALTERNATE. Richmond UTILIZATION OF THE STONE BASE T CG- 6 (WET) DETAIL TO BE COORDINATED WITH THE ENGINEER Harrisonburg AND CURB AND GUTTER CONTRACTOR NTS RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING FINISH GRADE CLASS A 3 M LANDSCAPE ARCHITECTURE ROUGH GRADE4- LAND SURVEYING ARCHITECTURE TOP OF r~r PAVEMENT STRUCTURAL ENGINEERING g- TRANSPORTATION ENGINEERING >. _ ' ENVIRONMENTAL & SOIL SCIENCE �' '•' WETLAND DELINEATIONS & STREAM EVALUATIONS �. :•.on fi'•wa•!-'�'d•ir:avt•�iY`s�: .► v:ei• '�v `:'�i, �.•; :•-b •' raj,••; tr Balzer and Associates, Inc. 4" STONE BASE REQ'D WITHIN STATE MAINTAINED,o` 1561 Commerce Road RIGHT-OF-WAY *STONE BASE IS NOT REQUIRED *4, a; ;y� ':td%•":,•:?d :•;:� • Suite 401 IN PRIVATELY DEVELOPED SITES bE:die 6 BUT MAY BE BID AS AN ALTERNATE -UTILIZATION OF THE STONE BASE Verona, VA 24482 TO BE COORDINATED WITH THE ENGINEER CG -2 DETAIL AND CURB AND GUTTER CONTRACTOR NTS 540-248-3220 FAX 540-248-3221 EXISTING PAVEMENT PROPOSED PAVEMENT K IT H OF SAWCUT �CHIP AWAY 12" EXISTING AND COURSE +2 PROPOSED SURFACE COURSE V William S. moor@ a BENCHED PROPOSED BASE COURSE ..0 LIC. No. 035223 a PAVEMENT O 08-31-2015 r JOINT a o --PROPOSED AGGREGATE SUB BASE J �' G ` 95% COMPACTED SUB -GRADE ISI O N A L PAVEMENT JOINT DETAIL NTS NOTE: SM -9.5 BITUMINOUS NOTE' SM -9.5 BITUMINOUS i-r.nNr'RFTF PAVEMENT 12'-0" NTS 6'-0" BOARD ON BOARD FENCE . CONC. TO BE SPEC'D ®3,000 PSI ® 28 DAYS R 0 a1 W _ G }••�� Fto POLLARD cc tir-WiliMligi -f i 119f .01-41192 ' '' T 0L_ VARIES 1/2" RAD. 5 REBAR 2'-0" LONG #UPPLIED 1/2 - PREFORMED EXPANSION SEE PLAN o 5 BY G.C. A A M ;�. 4. CLASS I AIR--'° ' • ' ' ' • ° - ° - -0 U ENTRAINED CONC GATE 4" AGGREGATE BASE NOTE: COURSE - 21B (SEE DETAIL) CONCRETE BUMPER BLOCK DETAIL FINISH - TROWELED EDGES, BROOM FINISH I- SCORING EVERY 6' SLOPE 7771 .1 WKM DESIGNED BY 30' MIN.UCTURAL BACKFILL CHECKED BY I 04 C SCALE r>" REINF. JOINT - TYP. 08-27-2010 10-25-2010 CONC. SLAB 04-08-2013 B 07-15-2013 08-31-2015 12'-0' - 1 NOTE: FENCE & GATE TO BE PAINTED DARK EARTH TONE COLOR (PMS 464C). TRASH ENCLOSURE PLAN NTS P T-111 PAINTED DARK EARTH TONE COLOR (PMS 464C). 10" MAX. TOP AND BOTTOM PRESSURE TREATED 2 X 6 BRACE PROVIDE BARN STOP AND LOCKING HARDWARE PROVIDE STEEL PIPE RECEPTACLE FOR BARN STOP PIPE CLAMPS SCREWED TO GATE WITH WASHERS SPACERS TO FACILITATE SLIDING PIPE SLEEVE SET IN CONCRETE TO RECEIVE BARN GATE STOP 4 LONG EXTEND 114 " ABOVECONCRETE FINISH GRADE NOTE:, PROVIDE EXPANSION JOINTS ® 20 0" O.C. (MAX.) a• ll TOP OF CONCRETE ti CLASS TE PAVEMENT e 4. •' : 10 • s > dL :tot •. d, -f- -4 REFLECTING TOMORROW �_V=1L=1ffA P•'. . a ti?xj •. pgirt4�r►.Qii *4, ' .y�d� ya�r ro"• detdaco �b f,:r.s �-, e. :.:,I'<• www.balzer.cc 4" STONE BASE REQ'D f)• • +24• WITHIN STATE MAINTAINED 12' N Staunton RIGHT-OF-WAY THE BOTTOM OF THE CURB & GUTTER MAY New River Valley *STONE BASE IS NOT REQUIRED BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUBSURFACE COURSES PROVIDED A Roanoke IN PRIVATELY DEVELOPED SITES MINIMUM DEPTH OF 7IS MAINTAINED BUT MAY BE BID AS AN ALTERNATE. Richmond UTILIZATION OF THE STONE BASE T CG- 6 (WET) DETAIL TO BE COORDINATED WITH THE ENGINEER Harrisonburg AND CURB AND GUTTER CONTRACTOR NTS RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING FINISH GRADE CLASS A 3 M LANDSCAPE ARCHITECTURE ROUGH GRADE4- LAND SURVEYING ARCHITECTURE TOP OF r~r PAVEMENT STRUCTURAL ENGINEERING g- TRANSPORTATION ENGINEERING >. _ ' ENVIRONMENTAL & SOIL SCIENCE �' '•' WETLAND DELINEATIONS & STREAM EVALUATIONS �. :•.on fi'•wa•!-'�'d•ir:avt•�iY`s�: .► v:ei• '�v `:'�i, �.•; :•-b •' raj,••; tr Balzer and Associates, Inc. 4" STONE BASE REQ'D WITHIN STATE MAINTAINED,o` 1561 Commerce Road RIGHT-OF-WAY *STONE BASE IS NOT REQUIRED *4, a; ;y� ':td%•":,•:?d :•;:� • Suite 401 IN PRIVATELY DEVELOPED SITES bE:die 6 BUT MAY BE BID AS AN ALTERNATE -UTILIZATION OF THE STONE BASE Verona, VA 24482 TO BE COORDINATED WITH THE ENGINEER CG -2 DETAIL AND CURB AND GUTTER CONTRACTOR NTS 540-248-3220 FAX 540-248-3221 EXISTING PAVEMENT PROPOSED PAVEMENT K IT H OF SAWCUT �CHIP AWAY 12" EXISTING AND COURSE +2 PROPOSED SURFACE COURSE V William S. moor@ a BENCHED PROPOSED BASE COURSE ..0 LIC. No. 035223 a PAVEMENT O 08-31-2015 r JOINT a o --PROPOSED AGGREGATE SUB BASE J �' G ` 95% COMPACTED SUB -GRADE ISI O N A L PAVEMENT JOINT DETAIL NTS NOTE: SM -9.5 BITUMINOUS NOTE' SM -9.5 BITUMINOUS i-r.nNr'RFTF PAVEMENT NTS MIN. PAVEMENT SECTION SHOWN. ACTUAL PAVEMENT SECTION TO BE BASED UPON SITE SOIL CONDITIONS AND EXPECTED TRAFFIC LOADS. kTE BASE -21B 1-1/2" 6- X95% COMPACTED SUBGRADE LIGHT-DUTY PAVING DETAIL I NTS 1/2" RAD WIDTH VARIES SEE PLANS FOR DIM. CLASS 1 AIR ENTRAINED CONC WITH WELDED WIRE a REINFORCEMENT ° 8" d 6" STONE AGGRAGATE BASE I-1 11-1 I I -III -III -I I I -I I I ` STRUCTURAL BACKFILL (WHERE FILL IS NEEDED) DUMPSTER PAD DETAIL 6"x6' NOMINAL PRECAST WHEEL STOP NTS 6'-0" CONC. TO BE SPEC'D ®3,000 PSI ® 28 DAYS R 0 W _ G }••�� STRONGER AND REINFORCED WITH A MIN. GRIDOF tir-WiliMligi -f i 119f .01-41192 ' '' 1=�1=71:='ll•=71'=11=11=11:=1C=11= 0L_ VARIES 1/2" RAD. 5 REBAR 2'-0" LONG #UPPLIED 1/2 - PREFORMED EXPANSION SEE PLAN o 5 BY G.C. A A NTS MIN. PAVEMENT SECTION SHOWN. ACTUAL PAVEMENT SECTION TO BE BASED UPON SITE SOIL CONDITIONS AND EXPECTED TRAFFIC LOADS. kTE BASE -21B 1-1/2" 6- X95% COMPACTED SUBGRADE LIGHT-DUTY PAVING DETAIL I NTS 1/2" RAD WIDTH VARIES SEE PLANS FOR DIM. CLASS 1 AIR ENTRAINED CONC WITH WELDED WIRE a REINFORCEMENT ° 8" d 6" STONE AGGRAGATE BASE I-1 11-1 I I -III -III -I I I -I I I ` STRUCTURAL BACKFILL (WHERE FILL IS NEEDED) DUMPSTER PAD DETAIL EXTEND CONCRETE - DITCH AROUND PIPE x-15"0 PIPE-\ ---V-DITCH � DITCH & PIPE CONNECTION DETAIL NTS HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL ACCESS ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS & NUTS. IM Acs,. SIGN TO BE OMITTED FOR SPACES THAT ARE NOT PENALTY VAN ACCESSIBLE s+ao•aoo FM to--AM IDE STEEL TUBE PIPE CONDITIONC. ATA T CPANC EER AREA 1' DIA CONC FOOTING HANDICAP PARKING SIGN DETAIL NTS WHERE FILL IS NEEDED) CONCRETE SIDEWALK DETAIL NTS MW Mt R 6 .a- 5' 5' SIDEWALK a MAXIMUM PAVEMENT SLOPE IN ANY DIRECTION 2% HANDICAP ACCESS NTS H 6"x6' NOMINAL PRECAST WHEEL STOP NTS 6'-0" CONC. TO BE SPEC'D ®3,000 PSI ® 28 DAYS R 0 W _ G }••�� STRONGER AND REINFORCED WITH A MIN. GRIDOF -C: WIRE REINFORCING OR #4 BARS 0 12" OC 0L_ VARIES 1/2" RAD. 5 REBAR 2'-0" LONG #UPPLIED 1/2 - PREFORMED EXPANSION SEE PLAN o 5 BY G.C. JOINT FILLER WHERE ADJACENT TO BUILDING (D N ELEVATION ;�. 4. CLASS I AIR--'° ' • ' ' ' • ° - ° - -0 U ENTRAINED CONC 4" AGGREGATE BASE NOTE: COURSE - 21B CONCRETE BUMPER BLOCK DETAIL FINISH - TROWELED EDGES, BROOM FINISH I- SCORING EVERY 6' NTS 7771 EXPANSION JOINTS EVERY WKM DESIGNED BY 30' MIN.UCTURAL BACKFILL EXTEND CONCRETE - DITCH AROUND PIPE x-15"0 PIPE-\ ---V-DITCH � DITCH & PIPE CONNECTION DETAIL NTS HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL ACCESS ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS & NUTS. IM Acs,. SIGN TO BE OMITTED FOR SPACES THAT ARE NOT PENALTY VAN ACCESSIBLE s+ao•aoo FM to--AM IDE STEEL TUBE PIPE CONDITIONC. ATA T CPANC EER AREA 1' DIA CONC FOOTING HANDICAP PARKING SIGN DETAIL NTS WHERE FILL IS NEEDED) CONCRETE SIDEWALK DETAIL NTS MW Mt R 6 .a- 5' 5' SIDEWALK a MAXIMUM PAVEMENT SLOPE IN ANY DIRECTION 2% HANDICAP ACCESS NTS H ^L W W G }••�� -C: 0L_ L F CO O o tU J L Z (D N 0 C: -0 U Q E 06 0 I- D 7771 DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 C SCALE NTS REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 B 07-15-2013 08-31-2015 SHEET NO. A /� C9 of I JOB No. S0700006