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HomeMy WebLinkAboutSDP201300004 Plan - Approved 2013-01-22ALL1BEMARL E COUNTY, VIRGINIA CIVIL ENGINEERS PLANNERS LAND SURVEYORS 2374 STUARTS DRAFT HIGHWAY STUARTS DRAFT, VIRGINIA 22902 PH. 540 - 337 -4591 FAX 540337 -5291 DATE.- 10°31°2012 PLAN NOTES: PROJECT DATA: PROJECT NAME: IVY CREEK UNITED METHODIST CHURCH GENERAL SURVEY & TOPOGRAPHY GENERAL CONSTRUCTION NOTES FOR SITE PLANS TAX MAP / PARCEL NO: TMP 44 -14 (CHURCH) & 44 -12H (PARSONAGE) 1. THE ABBREVIATION VDOT MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 1. TOPOGRAPHIC SURVEY PREPARED BY TERRA ENGINEERING AND LAND SOLUTIONS, PC, CHARLOTTESVILLE, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO EXISTING ZONING: R -A THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. VIRGINIA, JANUARY 15, 2008. ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PROPOSED ZONING: N/A 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS 2. SURVEY DATUM: VERTICAL NAVD '88 (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ZONING SURROUNDING LOTS: R -A AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. 3. BASIS OF BEARINGS: VASP GRID NORTH, VA SOUTH ZONE, NAD'83. ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. WAIVER/VARIANCES/ PROFFERS: SPECIAL USE PERMIT: SP20100010 3. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE 4. NO TITLE REPORT FURNISHED. OTHER EASEMENTS ETC. MAY AFFECT PROPERTY. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND WAIVERS: 1. SURFACING REQM'TS SECTION 14.12.15(a) SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL 5. BOUNDARY LINES AND PARCEL AREAS SHOWN ARE BASED ON CORNERS FOUND AND PLAT OF RECORD IN STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 2. CURB & GUTTER REQM'TS SECTION 14.12.15(g) SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DB 383, PG 495. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 3. TRAVELWAY REDUCTION: SECTION 14.12.17(c)(1) 3' (SEE COUNTY APPROVAL LETTER DATED MARCH 22, 2011) DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 6. PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION W BY THE FEDERAL EMERGENCY EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER *SPECIAL USE PERMIT: SECTION 10.2.2(35) CHURCH BUILDING 4. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP. NO. 51003CO260D, WITH AN EFFECTIVE DATE CONSTRUCTION. AND ADJUNCT CEMETERY ENGINEER. OF FEBRUARY 4, 2005, FOR COMMUNITY NO. 510006, IN ALBEMARLE COUNTY, VIRGINIA, WHICH IS THE CURRENT 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAGISTERIAL DISTRICT: JACK JOUETT 5. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON - EXISTENCE OF UNDERGROUND UTILITIES. PRIOR FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS LOCATED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER WATERSHED: SOUTH FORK RIVANNA (ABOVE RESERVOIR) TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. OR THE NON- EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE PROPERTY SIZE: 2.973 ACRES (CHURCH: 1.624 ACRES, PARSONAGE 1.349 ACRES) NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY 6. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES IN ORDER TO STABILIZE A DRAINAGE CHANNEL. PROPERTY ADDRESS: CHURCH: 674 WOODLANDS ROAD, CHARLOTTESVILLE, VA 22901 NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL PARSONAGE: 684 WOODLANDS ROAD, CHARLOTTESVILLE, VA 22901 REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DEVICES. DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. • n 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. NEIGHBORHOOD: RURAL 7 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �� }� �� %� �� tC� j� �T� ���q ���°����� ®�� 9. . ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE b� PROJECT BREAKDOWN: CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS �1 Sal tti�l'' AND SPECIFICATIONS �l CONSTRUCTION INDUSTRY (29 CFR PART 1926). CURRENT USE: CHURCH AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. WATER AND SEWER WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND.HOLD THE OWNER AND THE PROPOSED USE: CHURCH ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL AND ALLEGED IN CONNECTION WITH THE' • : " 1. PLAN IS SUBJECT TO REVIEW AND APPROVAL BY HEALTH DEPARTMENT '` VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. 2. WORK SHALL BE SUBJECT TO INSPECTION BY COUNTY OF ALBEMARLE INSPECTORS. THE CONTRACTOR WILL PARKING: PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER ". VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. REQUIRED: 41 (BASED ON PARKING STUDY OF 9/`27/10, 10% EXPECTED GROWTH) 8. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, SHRUBS, ETC.) SHALL BE THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR PROVIDED: 43 INCL. 2 HANDICAP ACCESSIBLE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. COST TO THE OWNER. ITE TRIP GENERATION LAND USE 560 - CHURCH 9. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR ACTIVITY 4. ALL WATER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE SPRINKLER LINES, SERVICE LATERALS AND WATER T = 0.61(X) + 11.56 SHALL BE REPAIRED, REGRADED, AND RESEEDED. 10. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. THE OWNER IS LINES, ETC. T = 0.61(100) + 11.56 = 73 VEHICLE TRIP ENDS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE VEHICLES 5. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. AVERAGE VEHICLE TRIP ENDS BASED ON NUMBER OF SEATS DURING PEAK 6. VALVES AT THE END OF PIPE RUNS SHALL BE RODDED TO PROVIDE ADEQUATE JOINT INTEGRITY AND HOUR ON A SUNDAY. 52% ENTERING, 48% EXITING. WILL BE ACCOMMODATED AT THE SITE. 11. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER STABILITY. LANDSCAPE: OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED 7. WATER LINES MUST MAINTAIN A 5' HORIZONTAL SEPARATION FROM SANITARY SEWER LINES. REQUIRED: EXISTING TREES TO BE PRESERVED WHERE POSSIBLE. LANDSCAPE WHEN, IN THE OPINION NECESSARY IN ORDER O PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY 8. WATER LINES CROSSING SANITARY SEWER LINES MUST MAINTAIN A MINIMUM OF 18" BETWEEN BOTTOM OF PROVIDED: REQUIREMENT TO BE EVALUATED PRIOR TO SUBMITTAL OF FINAL SITE PLAN. DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. WATER LINE AND TOP OF SEWER. ALL WATER LINES THAT CROSS STORM DRAIN PIPE, MUST MAINTAIN 12" 12. CLEAR SIGHT LINES MUST BE PROVIDED AT ALL INTERSECTIONS. CONTRACTOR SHALL CLEAR AND GRADE AS VERTICAL SEPARATION. BUILDING HEIGHT: NECESSARY TO PROVIDE THE REQUIRED SIGHT DISTANCES. 9. ALL WATER LINE MATERIAL TO BE AS SPECIFIED ON PLANS. MAXIMUM: 35' PROPOSED: 32.3' 13. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION I SITE. SETBACKS AND YARDS: 14. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. THE FRONT: 75' PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARDS SBA. SIDE: 25' 15. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13' -6 ". REAR: 50' • 16. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 75,000 lbs. DEVELOPER: IVY CREEK UNITED METHODIST CHURCH 674 WOODLANDS ROAD CHARLOTTESVILLE, VA 22901 PROPERTY OWNER: IVY CREEK UNITED METHODIST CHURCH 674 WOODLANDS ROAD VICINITY MAP LEGEND CHARLOTTESVILLE, VA 22901 V= 2000' W WATER LINE (EX. / PROP.) - UGE +OHT - UNDERGROUND ELECTRIC AND OVERHEAD COMM. -- SHEET INDEX- WV ®. WM O WATER VALVE / METER - OHE + OHT - OVERHEAD ELECTRIC AND OVERHEAD COMM. SHEET C1.0 ...................................................•...................................................................................... ............................... COVER SHEET FHA FIRE HYDRANT -- BOUNDARY / RIGHT -OF -WAY LINE SHEET C2.0 ................................................ ............................... .......................EXISTING CONDITIONS & DEMOLITION PLAN YH YARD HYDRANT I.F. IRON PIN FOUND SHEET C3.0 •••••••.••.•••.••••••••.••••.••••••.•••••••.• .•.•••.•.••••..•.•••.•••.••• ... ........................OVERALL LAYOUT, GRADING & UTILITY PLAN SHEETC4.0 ............................................................................................... ............................... ...................CONSTRUCTION DETAILS BOA ® BLOW -OFF ASSEMBLY I.S. IRON PIN SET & 5 ME C. S SANITARY SEWER LINE (EX. / PROP.) - - SETBACK LINE Q CO o CLEANOUT - - - - - - - EASEMENT LIMITS SHEET e7i) ....................•............................................................... ............................... J MH MANHOLE - - - - CENTERLINE REVISIONS APPROVALS SITE - �o STORM LINE (Ex /PROP.). - - - - - CONTOUR LINE (Ex. /PROP.) W ��� DI / CDI F J DROP INLET / CURB DROP INLET 3:1 <-2.50 %- DEGREE / DIRECTION OF SLOPE �• �/O , YD 0 YARD DRAIN +479.70 SPOT ELEVATION OOCq DSO; DOWNSPOUT HP HIGH POINT 1 H OF �r�t PLANNING �OS Q -- G GAS LINE (EX. / PROP.) LP LOW POINT �n�T'tot l S �7C, �10w\ G'r 0,90 w GV® GM O GAS VALVE / METER ° - = - ° - = DITCH WITH LINING U ITtI c% pD wj c,0V%0 , :,0V%s , OHE OVERHEAD ELECTRIC (EX. /PROP.) - - DITCH / SWALE Reviewed and Approved by the U S EVEN L. DR[ R ZONING UGE UNDERGROUND ELECTRIC (EX. / PROP.) • • • WATER COURSE COLT munity Development Department NO. 019933 UPJC7 UTILITY POLE BM* BENCHMARK Date LP LIGHT POLE CG -2 VDOT STD. HEADER CURB File# SDP 2013 00004 GUY el GUY WIRE CG-6 VDOT STD. CURB & GUTTER `sI IVAL ENGINEERING 29 EM o ELECTRIC METER CG -12 VDOT STD. HANDICAP RAMP Signature u TRANSFORMER HC HANDICAP PARKING SYMBOL - OHT OVERHEAD COMMUNICATIONS DIP DUCTILE IRON PIPE UGT UNDERGROUND COMMUNICATIONS RCP REINFORCED CONCRETE PIPE BUILDING CODE PED ❑ UTILITY PEDESTAL CMP CORRUGATED METAL PIPE �OP� \O FES • FLARED END SECTION PVC POLYVINYLCHLORIDE PIPE TBS TO BE SAVED HDPE HIGH- DENSITY POLYETHYLINE PIPE FIRE DEPARTMENT //TBR TO BE REMOVED FFE FINISHED FLOOR ELEVATION 1 MCI W WATER LINE — UGE + OHT — UNDERGROUND ELECTRIC AND OVERHEAD TELPHONE WV® WMO WATER VALVE / METER — OHE + OHT OVERHEAD ELECTRIC AND TELEPHONE FHA-b- FIRE HYDRANT UP0 UTILITY POLE YH-& YARD HYDRANT LP LIGHT POLE BOA (D BLOW -OFF ASSEMBLY 0 TRANSFORMER S SANITARY SEWER LINE PED D UTILITY PEDESTAL CO o CLEANOUT IF IRON FOUND SSMH SANITARY SEINER MANHOLE BIF BENT IRON FOUND SD STORM DRAIN LINE RCP REINFORCED CONCRETE PIPE CDI �� CURB DROP INLET DIP DUCTILE IRON PIPE DI U DROP INLET PVC POLYVINYLCHLORIDE PIPE YD ® YARD DRAIN FFE FINISHED FLOOR ELEVATION SDMH STORM DRAIN MANHOLE - - - - - - - CONTOUR LINE G GAS LINE - - EASEMENT LIMITS DEMOLITION NOTES: GV ® GM O GAS VALVE / METER -- BOUNDARY/ RIGHT -OF -WAY LINE f _ G _ OHE OVERHEAD ELECTRIC UT11 E "ORANGEBURG" PIPE HEADER LINES TO BE REMOVED & REPLACED W/ NEW SCH 40 PVC OVEN -JUMP HOUS 550 —\ TBR .� IRON PIN FOUND 'Z t ° wpVEN WIRE FENCE °o_ 11 /'� WOOD G`^��t, FENCE POST FOUND t TAX MAP 44, PARCEL 12 Now or Fomnerly o� EDGEMONT FARM LLLP, C/O MARTHA RIVIERE DB 2744 PG 473 v m DB 2744 PG 465 ZONED RA / 30' DL \ 5 K -A ,WHEEL STOPS 1�0 BE RELOCAT TBR 34" P,OPLA / / ' / 1 LL _ - �GRY UT1� ` CONC. WHEEL STOPS (TYP.) / //36" / 36' DL WOOD , - _ - ° 32' WO / I S OOD I 3 " WO 136 DL H T PUMP 10�kIIG`KORY �. I / /ST FENCE P0�3 / _ ol FOUND / i , / �� \ STEPS GM t / AY.. `\ \ W 30 "MAPLE _/ ,-/EWER 2S�RYS1WI S \,� CEMETERY c's1 cn ( h� �\ \ TBR - - - r ` i I / 11 '1 '� TO BE REMOVED YHA / GHOOL BU, Y 5O / \ �\ _ _ �- 24 BOXINOOq / t /- FFE S S� O m I r / !`� ,�_ -�� _ ��� BUSH_. f ( 555.67 �R \ I I BUSH 1PE / OQ \ 3+7sIi _ . I I 5G 24" POPL,AR�� I Y SCHOOL �/ Lp1NG ELECTRIC t ONC. /�� GM ELECTRIC ETER ~� t I 42 WO / 30' DL \ I ) I 32 WO /I 1301 S�RVICE FEED t, AD I I ) I � 'BUSH ,: / 1 � �j� / ' \ GRAVEL � � CEMETERY I 6" H c4ORY / I , tl • / \ PARKING ENTRANCE DISTRIBUTION- - �' I I 1 t / WEEPING CHERRY \ / t i BOX & HEADER LINES - 24" POPLAR t• tt/ TO BE REMOVED \ \ 26" POPLAR ' / i / 4" WC / 9' DL l AND TRANSPLANTED \ x\ (APPROX. LOC.) t \ CONC. WHEEL, O��kO 6" DOGWOOD, / TO BE REMOVED _ 28' POPLAR % ! I VAS 1 ON SITE \ / SvA?_ I STOPS (TYP.) �� 8L 24" POPL'A / / FFE BS 554- i- I / / APPROX. LOC. / S►ivN ^ �_ _a T, -- 3: PL TMP 44 -12H i , %OF DEAD LINE I I � � ESID� S;'TO BE REMOVED CONGA % / 1.10 ACRES r 1 t t 4 Y. \ \ N Ar / i 1 h / / SIGN ti / t `. /Z , i \ �� / / POST ' / / O / TREE LINE 5 / / tI I / / / / Pr I ! / \ \ 1 \ DBLW /6' D, \ \ / / EX. SPUTTER BOX, I i . ' Z i a + / \ -_ p '(APPROX. LOC:) 1 t TO BE REMOVED / m 1. �t 560.49 \ CONC. WHEEL AP I ROX. LOCATION ' 32" WO ! 33` DL I m t / . ti t - - r ; \` \ \ STOPS (TYP.) I __ / EX�STIhlG 12501GAL I \ TREE A pl: °� . - CREW a '•' HC IGN _ m� I POST \ i SEPTIC TANK I I } GOB -" - � O NGE�URG''/PIPE TO ) t 5��,� �- / /X'cNP j / ... EX. 4 - 70' TO 75' SEPTIC' R 1.5 WC / 3' DL RE REMO ED'AND TMPI 44 -14 i LINES (APPROX. LOC.) r I + ' / /.fi , t. \ / 0\ l i / I /REPLACE 'W/ SCH. 40 PVC 1.87 ACRES / / 28 mo / _ / / APPROX. -40 LF / 2° DW /9' DL, 1 _ / I ' / / / STEPS " = i ' - -' / / I DBL D \ 24" WO / 28' DL, a ° l ' Ul I NG� I / / N I,' 6Z/KED P AR�U V 024" WO / 28' DL ' /I' No ��o _ -- - uNMA / ' 20" WO/ / ' GQNG;B /- : ' - 16" PINE I ll; / / / / / MULCH 8� l j , a / ,'BRICK / / / / / / SHRUBS i 4" DIN ! 5' DL 4 RETAINI oN NG -- _ TB i ' / / / -WALL- - - ; / i l / F /l SIGN / / zr,W� / / / DISTRIBUTION / ORS LP I BRa� / / / ; . // 0/ / POST / /I - / ' BOX,(APPROX!LOC.) i 1 S� OVA �P so TBR o TBR _ l h l l /Ni 1 0 vJP� -� NPPRS WM- - -- - -- / - -,- h� 1 / 1 ( (D 'o UWn/ ' • ,� • EXISTING 1,000 / GNV�G FE � �' �! a� � �`'37 i -i ' ��PG�`. // � F 5E /. / 24 "WO 127'DL l: to GALLON SEPTIC TANK 557 5� - _�(�i K 1 '(5 / TREE B / / / ° 29�, (APPROX. L�q y ,, �- �// GRAVEL LOT 1 " / -EoHGR — 0 i CF) LL E Ir m UP RISC' Ng6 0 4; fn ,' j % I CONCRETE \ m i ; N( `Q 3 n-- - - STOOP kG 15 Z / t cV I / / / p` / - 1 S / \ 4" TREE 40" OAK / � / - . i' / QN�' \ O PI r / W LID ! o 10 SHRUB LINE / w NPR N / `ti ®Q� UP 36" OAK/ // G�SgLAWN > o � /' p,SP ,, °11.3x0 /i 1'0 GJGJ� qOAK J- okl� / / / i - ON I / TAX MAP 44, PARCEL 12 / ' 30" OAK °39�2`� / Now or Formerly I 44" OAK, EDGEMONT FARM LLLP, ; I �- oBL , -� N�kON� TO B R = TED 5 C/O MARTHA RIVIERE // II _ __..- -- - 12° MAGNOLIA / /O �/ NOTES: 1. THERE ARE NO CRITICAL SLOPES PRESENT ON THIS SITE. THIS DB 2744 PG 473 / - �� IS CONFIRMED USING THE SURVEY DATA PROVIDED ALONG / - " - � ; - WITH CRITICAL SLOPE DATA AS SHOWN ON THE ALBERMARLE DB 2744 PG 465 N0 ZONED RA I I 0N�`, COUNTY GIS WEBSITE FOR THE PARCELS BEING DEVELOPED. PAPERBOX / MAILBOX ` 2. ALL UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. POST / ---POSTS °47,25, ,l' THE CONTRACTOR SHALL ON HIS OWN INTIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. RELOCATE EXISTING WHEEL STOPS AS AVAILABLE. UP — — GF-IE— GUY UP i -- --" /� GRAPHIC SCALE 20 0 10 20 40 80 i (IN FEET) ; 1 inch = 20 fL / / -�O S N673136 155 g3 UP (D U z D.. W Z p. ev Z ® _� � -4 Z W P4 z U W Z ��� in P4a)t- t eV � I' TH op U STEVEN L. DRIVER I NO. 019933 'qe, . OIVAL v��9 SCALE: ISSUED: DRAWN: DESIGN: CHECKED: ]REVISIONS: 1. l ]I' -20' 10 -31 -2012 ATE ATE SLD All rights reserved. No part of the material pnnected by this copyright (plans, ideas, designs, sections or details ezpnwcd on these plans) may be reproduced, changed or utilized in any form or by any moms, dectr°nie or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Enginceringand Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TE RRA ENGINEERING AND LAND SOLUTIONS, PC 1. ALL CONSTRUCTION AND DEMOLITION SHALL COMPLY WITH THE CURRENT INTERNATIONAL FIRE CODE. 2. SEE EROSION AND SEDIMENT CONTROL PLAN FOR ADDITIONAL NOTES. 3. AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF A DEMOLITION OR REMOVAL, NOTIFY THE CITY IN WRITING OF THE PROPOSED SCHEDULE. 4. WHEN UNDERGROUND PIPING IS TO BE ALTERED OR REMOVED, THE REMAINING PIPING SHALL BE PROPERLY CAPPED. ABANDONED TAX MAP 44, PARCEL 12 UNDERGROUND PIPING MAY BE LEFT IN PLACE UNLESS IT INTERFERES WITH NEW WORK OR IS SHOWN OR SPECIFIED TO BE REMOVED. FOR Now or Formerly WATER LINES, SAW CUT ENDS AND FILL ENDS WITH FOAM TO PROVIDE EDGEMONT FARM LLLP, WATERTIGHT SEAL OR AS DIRECTED BY CITY REPRESENTATIVES. C/O MARTHA RIVIERE 5. SANITARY SEWERS DESIGNATED TO BE ABANDONED, BUT NOT REMOVED, DB 2744 PG 473 SHALL BE EXCAVATED AT THE MAIN, CUT AND PROPERLY CAPPED OR PLUGGED AT ALL OPEN ENDS. DB 2744 PG 465 ABANDONED SEPTIC TANK OR ZONED RA CESS POOL. (EXACT LOCATION �- UNKNOWN) _ ter' . 600 —�� __ —_ - -- � GV ® GM O GAS VALVE / METER -- BOUNDARY/ RIGHT -OF -WAY LINE f _ G _ OHE OVERHEAD ELECTRIC UT11 E "ORANGEBURG" PIPE HEADER LINES TO BE REMOVED & REPLACED W/ NEW SCH 40 PVC OVEN -JUMP HOUS 550 —\ TBR .� IRON PIN FOUND 'Z t ° wpVEN WIRE FENCE °o_ 11 /'� WOOD G`^��t, FENCE POST FOUND t TAX MAP 44, PARCEL 12 Now or Fomnerly o� EDGEMONT FARM LLLP, C/O MARTHA RIVIERE DB 2744 PG 473 v m DB 2744 PG 465 ZONED RA / 30' DL \ 5 K -A ,WHEEL STOPS 1�0 BE RELOCAT TBR 34" P,OPLA / / ' / 1 LL _ - �GRY UT1� ` CONC. WHEEL STOPS (TYP.) / //36" / 36' DL WOOD , - _ - ° 32' WO / I S OOD I 3 " WO 136 DL H T PUMP 10�kIIG`KORY �. I / /ST FENCE P0�3 / _ ol FOUND / i , / �� \ STEPS GM t / AY.. `\ \ W 30 "MAPLE _/ ,-/EWER 2S�RYS1WI S \,� CEMETERY c's1 cn ( h� �\ \ TBR - - - r ` i I / 11 '1 '� TO BE REMOVED YHA / GHOOL BU, Y 5O / \ �\ _ _ �- 24 BOXINOOq / t /- FFE S S� O m I r / !`� ,�_ -�� _ ��� BUSH_. f ( 555.67 �R \ I I BUSH 1PE / OQ \ 3+7sIi _ . I I 5G 24" POPL,AR�� I Y SCHOOL �/ Lp1NG ELECTRIC t ONC. /�� GM ELECTRIC ETER ~� t I 42 WO / 30' DL \ I ) I 32 WO /I 1301 S�RVICE FEED t, AD I I ) I � 'BUSH ,: / 1 � �j� / ' \ GRAVEL � � CEMETERY I 6" H c4ORY / I , tl • / \ PARKING ENTRANCE DISTRIBUTION- - �' I I 1 t / WEEPING CHERRY \ / t i BOX & HEADER LINES - 24" POPLAR t• tt/ TO BE REMOVED \ \ 26" POPLAR ' / i / 4" WC / 9' DL l AND TRANSPLANTED \ x\ (APPROX. LOC.) t \ CONC. WHEEL, O��kO 6" DOGWOOD, / TO BE REMOVED _ 28' POPLAR % ! I VAS 1 ON SITE \ / SvA?_ I STOPS (TYP.) �� 8L 24" POPL'A / / FFE BS 554- i- I / / APPROX. LOC. / S►ivN ^ �_ _a T, -- 3: PL TMP 44 -12H i , %OF DEAD LINE I I � � ESID� S;'TO BE REMOVED CONGA % / 1.10 ACRES r 1 t t 4 Y. \ \ N Ar / i 1 h / / SIGN ti / t `. /Z , i \ �� / / POST ' / / O / TREE LINE 5 / / tI I / / / / Pr I ! / \ \ 1 \ DBLW /6' D, \ \ / / EX. SPUTTER BOX, I i . ' Z i a + / \ -_ p '(APPROX. LOC:) 1 t TO BE REMOVED / m 1. �t 560.49 \ CONC. WHEEL AP I ROX. LOCATION ' 32" WO ! 33` DL I m t / . ti t - - r ; \` \ \ STOPS (TYP.) I __ / EX�STIhlG 12501GAL I \ TREE A pl: °� . - CREW a '•' HC IGN _ m� I POST \ i SEPTIC TANK I I } GOB -" - � O NGE�URG''/PIPE TO ) t 5��,� �- / /X'cNP j / ... EX. 4 - 70' TO 75' SEPTIC' R 1.5 WC / 3' DL RE REMO ED'AND TMPI 44 -14 i LINES (APPROX. LOC.) r I + ' / /.fi , t. \ / 0\ l i / I /REPLACE 'W/ SCH. 40 PVC 1.87 ACRES / / 28 mo / _ / / APPROX. -40 LF / 2° DW /9' DL, 1 _ / I ' / / / STEPS " = i ' - -' / / I DBL D \ 24" WO / 28' DL, a ° l ' Ul I NG� I / / N I,' 6Z/KED P AR�U V 024" WO / 28' DL ' /I' No ��o _ -- - uNMA / ' 20" WO/ / ' GQNG;B /- : ' - 16" PINE I ll; / / / / / MULCH 8� l j , a / ,'BRICK / / / / / / SHRUBS i 4" DIN ! 5' DL 4 RETAINI oN NG -- _ TB i ' / / / -WALL- - - ; / i l / F /l SIGN / / zr,W� / / / DISTRIBUTION / ORS LP I BRa� / / / ; . // 0/ / POST / /I - / ' BOX,(APPROX!LOC.) i 1 S� OVA �P so TBR o TBR _ l h l l /Ni 1 0 vJP� -� NPPRS WM- - -- - -- / - -,- h� 1 / 1 ( (D 'o UWn/ ' • ,� • EXISTING 1,000 / GNV�G FE � �' �! a� � �`'37 i -i ' ��PG�`. // � F 5E /. / 24 "WO 127'DL l: to GALLON SEPTIC TANK 557 5� - _�(�i K 1 '(5 / TREE B / / / ° 29�, (APPROX. L�q y ,, �- �// GRAVEL LOT 1 " / -EoHGR — 0 i CF) LL E Ir m UP RISC' Ng6 0 4; fn ,' j % I CONCRETE \ m i ; N( `Q 3 n-- - - STOOP kG 15 Z / t cV I / / / p` / - 1 S / \ 4" TREE 40" OAK / � / - . i' / QN�' \ O PI r / W LID ! o 10 SHRUB LINE / w NPR N / `ti ®Q� UP 36" OAK/ // G�SgLAWN > o � /' p,SP ,, °11.3x0 /i 1'0 GJGJ� qOAK J- okl� / / / i - ON I / TAX MAP 44, PARCEL 12 / ' 30" OAK °39�2`� / Now or Formerly I 44" OAK, EDGEMONT FARM LLLP, ; I �- oBL , -� N�kON� TO B R = TED 5 C/O MARTHA RIVIERE // II _ __..- -- - 12° MAGNOLIA / /O �/ NOTES: 1. THERE ARE NO CRITICAL SLOPES PRESENT ON THIS SITE. THIS DB 2744 PG 473 / - �� IS CONFIRMED USING THE SURVEY DATA PROVIDED ALONG / - " - � ; - WITH CRITICAL SLOPE DATA AS SHOWN ON THE ALBERMARLE DB 2744 PG 465 N0 ZONED RA I I 0N�`, COUNTY GIS WEBSITE FOR THE PARCELS BEING DEVELOPED. PAPERBOX / MAILBOX ` 2. ALL UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. POST / ---POSTS °47,25, ,l' THE CONTRACTOR SHALL ON HIS OWN INTIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. RELOCATE EXISTING WHEEL STOPS AS AVAILABLE. UP — — GF-IE— GUY UP i -- --" /� GRAPHIC SCALE 20 0 10 20 40 80 i (IN FEET) ; 1 inch = 20 fL / / -�O S N673136 155 g3 UP (D U z D.. W Z p. ev Z ® _� � -4 Z W P4 z U W Z ��� in P4a)t- t eV � I' TH op U STEVEN L. DRIVER I NO. 019933 'qe, . OIVAL v��9 SCALE: ISSUED: DRAWN: DESIGN: CHECKED: ]REVISIONS: 1. l ]I' -20' 10 -31 -2012 ATE ATE SLD All rights reserved. No part of the material pnnected by this copyright (plans, ideas, designs, sections or details ezpnwcd on these plans) may be reproduced, changed or utilized in any form or by any moms, dectr°nie or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Enginceringand Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TE RRA ENGINEERING AND LAND SOLUTIONS, PC � rn ' n FFE 554.49 .47 S a S X i 54.14 I FFE 554.49 i CO X t-- i % a 564.49 + ! � / NOTE: APPROVAL FROM THE HEALTH DEPARTMENT FOR THE SEPTIC SYSTEM AND WELL SHALL'BE REQUIRED PRIOR TO APPROVAL OF AN ISSUANCE OF A BUILDING PERMIT. NOTES: 1. SEE MEP PLANS FOR DEMOLITION, NEW SERVICE AND METER LOCATION FOR GAS LINE. 2. TREES A & B IN PARKING AREA WERE ORIGINALLY PLANNED TO BE REMOVED. VIA SPECIAL USE PERMIT APPROVED BY COUNTY, THE LOCATION OF THE PARKING AREA HAS BEEN MODIFIED TO ALLOW FOR THE PRESERVATION OF TREES A & B. (SEE BOARD OF S SUPERVISOR APPROVAL LETTER DATED MAY 19, 2011, CONDITION v / . n 5 .35a 554.4 ii 1, BULLET THREE.) 554.39 20/0 _ / ' -4 3. R i NOTE: CONTRACTOR TO TIE ROOF 6" COLLECTOR ROOF DRAINS TO 6 COLLECTOR PIPE TO BE 4 n SMOOTH INTERIOR 28 a / I DOWNSPOUTS FOR PROPOSED HDPE @ 2% MIN. SLOPE. r �' TAX MAP 44, PARCEL 12 FELLOWSHIP HALL TO 6" HDPE PIPE AS _ . - cat w M d Now or Formerly SHOWN b ,' EDGEMONT FARM LLLP, °' HANDRAIL 557:4 +/- + % C/O MARTHA RIVIERE '+ / f DB 2744 PG 473 PROP. 4" SMOOTH PROP. INFILTRATION (TYP.) ; ' IGIEET EX!+ + s / SIDEWALK: W DB 2744 PG 465 WELL NOTE: EXISTING WELL TO MEET INTERIOR HDPE "FRENCH _- G / + .ZONED RA COUNTY BUILDING INSPECTION RQ'MTS. STORM DRAIN Caw ANY NEW WELL TO MEET VHD RQ'MTS. CONNECT TO _ 550 : -- r 6 HDPE 536.00' -'_- - -- „ - -� _..�� - °VA SED PARCEL , PARCEL 12 "E .�-- _. -- � -- (3-)-RISERS @ 6' --`� � � �. �_ _ ..- TAX MAP 44, CONNECT TO EXISTING N78 °53 33 - - G �- 12" TREADS !�_ Now or Formerly NEW�°��(,��� ��� WATERLINE THIS LOCATION _ _- - - -- - - - - „E -lam CK �� �, EDGEMONT FARM LLLP, SIDEWALK � PROP. 6" HDPE l / � � �-"/ PROF. N7g°49�� 35 SETBA _� �! GRAPHIC SCALE SMOOTH INTERIOR _ _ / / pRl E HEAT PU � P -- 362 pp -- ____ m CIO MARTHA RIVIERE STORM DRAIN h G �/EL a0 _ - / -+ DB 2744 PG 473 10 a 5 10 zo ao / / �- / Op, 18 t.. - 553• ��- \ ROP. 6 HDPE _�� DB 2744 PG 465 SMOOTH INTERIOR (IN FEET) PROP. 24.6 LF 15 RCP \ _ a STORM DRAIN COLLEC r. ZONED RA 1 inch = 10 ft. BARREL OUTLET /" i ! / ! / , _ _ - / / / j ! \ X553 0 \ 501 K Uf __ . PPER' 25 r ��.. _ 1 ; r STRUCT. B -1 _ -LOWERIM.P35.00 � / / � i i i HANDRAIL PROP. 24" RISER_ _ � W/ TRAS . i' l / ' l r I i /^ l / lIIIELL -� \ = OP 540:25 i / / 4 / /r �' y�3go (4) RISERS O INV�-535.20 ' 54p =--�" / / I 1 1 "__ = TREADS - GIiA L- SI11PHAI"� O \ x541.5 ( "1 (TYP.) 0 pOSeg FEIX -L gF , 6ao \ G EXISTING CEMETERY OpR ApRo 49 m o d� POND /"' / , / (';' J_ PROP. HEAT FFE FE = 554'4 a \ 0 + 41- - BOFfHI� I / /r �'-_ PUMP (TYP.) LOBgY F G �, \ ° PROP. CONDENSING y, ROOF ... ! + ROOF DOWNSPOUT, TYP. L' PROP. ELECTRIC - G m \UNIT UCATION SERVICE FEED 33p0 SP 49 HANDRAIL FFE 554' PROP. TUG (TYP.) SsX.as a9 PUMPED WASTE PROP. YD- 55s. a CONTRACTOR TO LOCATE ( ) SEE M�P PLANS TOP 554.00 PROP. HEAT 55 .61 . 5X ; -. - -> EXIST. CLEANOUT AND �= INV. 551.75 PUMP (TYP.) , 6� ° ' LAND APE AREA -< 1 PROVIDE NEW SIDEWALK 5 .53 m // CLEANOUT IF NECESSARY �f _� 1TW 556.60 I C'`�-� \ \ / >' JST!DISTRIBUTION BOX & _ - - - -- -- I j/ i t / 1� r I t', 11���J1 ) PROP. YD -1 \ 12 TIREA S @` /HEADER,LINESTO BE REPLACED , " / / I m l r � � SS/ �.� TOP 556.40 \ ` i I P'C INV. 552.31 10' 554 i ,.,PROP. BIORETENTION /�' / �O ` FILT �/ -- - i S / S /` TREE A / / PROP. YD 3 �� -' ny �s 159p 6a q9 - N ; ' 1 i ,j SEENOTE 2 ss ° E`5 \ , n 2-N , (t/ )TOP 55"3.80 +� 11 r ` FF \� \ � - t / co ''REPLACE- "ORANGEBURG" PIPE W/ ! i ! / -�`' /5 + ° . S6) RI�ERS @ 6" _ y A E IINV. 50.95 / \ SCH.4A PVC FROM THIS POINT f.� l �� `' / .'r 24" ?R DS t1/i`58.84 •• \ m �� RE GRADE OLD ENTRANCE TO MATCH �•a�.C�� B - I } I, R GRA , �` P -.CK TO EX.ST SEPTIC TANK ?, S I \� I , , "" 558.9Q ' y r - / i / AC I P• + - a ;- ►� \ ORIGINAL GROUND SURFACE AS SHOWN. GJ�O %( sw 5 \ FILL REQ D. RESTORE DITCH GRADE ALONG - / / % %•? } �/ ! p: I ABOVE G UND HAND 1 , J1.1 , WOODLANDS ROAD. {" PROP. 6 HOPE / PARKING IGN TYP \ SMOOTH INTERIOR PROP. LOW HELCHT - I IMBER -RE AIN � _ % % STORM D IN I / Z / ` n - CONCRETE WHEE / � � / (!) r'� l J � / :. �,v� �0 °32 - `� 3 E EX c �I Sri i - rl (r� I OLOCAT •� ISTING / 1 I I RE N 3' N_ I ° AS AVAI I:XBLE - / 28' O '(j rte/ RA EDiTIMBE / / i� /,�U�/ �- - ' /PR P!SEPTIC TANK gR \G� i ; 'RELOCATED S / / / t/ o - _ i cn g 'vv/ / 01 - / i "A S� C Py' LAMP POST I i 1S / / TREE B C j. /, / / / ! / �/ Sss �E vD /ACCESS RISER. EN � ��/ SEE NOTE 2 - Nlsa _ SEM h / / ( ) s� /-1 o .(FOR SERV CING /PUMPING / - 6�' - - - -- ' a !� o ' / I w �' I j / / c ) N11 PG 2'4' I �1� S� i 0\ / C:), ,� i - I , gE / Gvi'CER/ I 2 SRPCE rtt -= ' - - 554.5 +/- - - L . - - i �5 / W I U� Cv Dg1AE RUNOFF)' / i a �" - j - MEET EX. / / O C SIDEWALK I �ARKING EST -`O RAISED ISLANDS (TYP) I GRP` PI ERR PNoe �SG� N65 B / I / �G -_ 4' mar`' /EN ,\�Os'P /i l\ \� / TC 556.00 12 C \ % ;'Gk O�G� i 'CO TC 556.50 GUARDRAIL r - �5�� `` ` LOW VOLUME COMMERCIAL �� / ....• • /FL 558.27 "- \ .� / / ` ! ENTRANCE (\/DCTAPPENDIX F104) k, N� �� . t ..........i,........ .. '. . ,- % TAX MAP 44, PARCEL 12 TC 557:00 .........�' °3952 Now or Formerly ,/ I� ; ' '�' ; = - :: jr�/ NAbx n EDGEMONT FARM LLLP I I-, - -- - ='` o��� C/O MARTHA RIVIERE DB 2744 PG 473 DB 2744 PG 465 I�' 00 555 FL 557. ZONED RA II oNCr �/ �°47'25 �tma NOTE: TAPER LAST 5' OF CURB ENDS 75 �tevs ` � (ALONG WOODLANDS ROAD) .00 TO FLUSH GRADE. � J - OHE -- -- - 0 H _ - - -- - 20 0 GRAPHIC SCALE 20 40 ( IN FEET) 1 inch = 20 fL CONSTRUCTION OF THE NEW BUILDING SHALL COMMENCE ON OR BEFORE MAY 11, 2016 OR THE SPECIAL PERMIT SHALL BE DEEMED ABANDONED AND THE AUTHORITY GRANTED SHALL THEREUPON BE TERMINATED. THERE SHALL BE NO DAY CARE CENTER OR PRIVATE SCHOOL ON SITE WITHOUT APPROVAL OF A SEPARATE SPECIAL USE PERMIT. 80 -548.45 ' a" 548.48 •552:10 - - -- - - AREA DRAIN _ -- 550.148 _ 550.60: ° a X TOP 548.42 , - 548.45- ° ° a ' X FFE BSMT INV. 546.40 ° 548.49 a a a AREA DRAIN TOP 548.42 / a INV. 547.25 548.4 HANDRAIL X (TYP-) 548.48 550.48 / 55448 9SMT AREA DRAIN TOP 550.35 INV. 546.83 _ STAERWELL ]PLAN GRAPHIC SCALE 10 0 5 10 20 40 (IN FEET) 1 inch= 10 ft. z �t W Z Wt Z Z J W� W Z (n P 4 P4 44 Z W � It 1,4 ­�(j�M E°+P.4 14 OP U STEVEN L. DRIVER NO. 019933 SCALE: 'E: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1. ' 1" = 20' 10 -31 -2012 ATE ATE SED NI rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from'ferm Engineering and Land Solutions, PC. Also, these plans may riot be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C3aO J.N. 1204 >_ rt � _' -1 — 2" SM.9.5A SURFACE COURSE -- -f• 7 ;� ZIMH1 Umr- u/AICt3HJCIVIMIMIN "�" -ice_ 1v��r,.�,�• „)r ' COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION SECTION N.T.S. CG -11 T— 3 I _ A� u STREET APPROACH SAME SURFACIN G GENERAL NOTES (RADIUS TO BE AS I 2 cI C AS MAINLINE ROADWAY (SEE NOTE 3) ZIMVn. UN r`LA 3) to j 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 — — — _ — _ — — �( I — (RADIUS TO BE AS OR CG -7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CC -2 )R CG-6 CONFIGURATION. 1 N T 1 — — — — 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE / 0 0 SIDEWALK USED WITH THIS STANDARD. — — — — �SmEWALK t (_'EE w I (NOTE 5) EX OPTIONAL UNPAVED SPACE - — — — — I FLOW LWE—y 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE _ R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION --r� REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION 49-) EXPANSION OMITTED W THE ENTRANCE.) JOINT JOINT 4• RADIAL CURB OR COMBINATION CURB AND GUTTER NOTE: WIDTH "B" T -0" OR AS �cY MAINLINE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE SHOWN ON TYPICAL SECTION. A EXCEPT FOR REPLACEMENT PURPOSES. PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK k CURB RAMPS L10'PAMRABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LUATS OF THE RADgSH0UL0 BE INCREASED TO 7 ". (SEE CG -13) EDGE OF PAVEMENT OR X MAX• D OPTIONAL FLOW LINE LOPE CHANGE ® _ _ _ — — 0 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY — — — — — — — — — — — — — NOTE 7) THE ENTRANCE. 8X MAN(. ® — _ D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES SLOPE CHANCE — "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE, THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES B. WHEN CG -11 IS USED FOR STREET CONNECTIONS THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, CONNECTION MUST BE DESIGNED IN ACCORDANCE! WIITH AASHTO POLICY AM THE APPLICABLE REQUIREMENT'S OF THE VOOT ROAD DESIGN MANUAL, INCLUDING STOPPING SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A —� 4' PORTION OF CUTTER TO PROVIDE POSITIVE DRAINAGE ylll- rjI{I'� ACROSS THE INTERSECTION. B ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 e. • �. _ ` - . c, CONCRETE ' SECTION C -C ENTRANCE VOLUME GRADE CHANGE D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD Ox, 3 X MEDIUM 500-1500 VPD 5 3 X 6 X LOW LESS THAN 500 VPD 5 6 9 61 NOTE- ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XV10O-1 REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF I VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 CLASS A3 VDOT STD 21 -B 6"x 6” W1.4 x W1.4 W.W.F. (OPTIONAL) : Notes: 1. 21 -B Crushed Aggregate, Base Type 1, shall be compacted to 95% Standard Proctor Density. 2. Subgrade shall be compacted to 95% of the Standard Proctor Density. CONCRETE SIDEWALK SECTION 8" 21-B � -I -' -- SUBGwaDE Notes: 1. 21 -B Crushed Aggregate shall be compacted to 95% Standard Proctor Density. 2. Subgrade shall be compacted to 95% of the Standard Proctor Density. TYPICAL GRAVEL PARKING SECTION TYPICAL GRAVEL PARKING., -- SECTION (STATION W21-4 av3HV NATIVE MAIL Z NaOrA 48" x 48" OVOa eNo :STONE O D/2 ��— Z z G20-2a Lu W20-4 48" x 24" of aavvoa 48" x 48" MWI 3NO Z ` Z CONSTRUCTIOI u1 VW-27 d0is Z � 48" x 48" tmroa3ed Z o N z 488" " x x 48 48 ' LAGGING (STATION ,. 90% COMPACTED NATIVE MAIL Z a. eNo :STONE ROAD VVORK D/2 ��— o z G20-2a 48" x 24" P4 ` Z CONSTRUCTIOI NOTE: SEE INSTALLATION OF DUCTILE IRON WATER MAINS. GOOD SOIL ROCK TRENCH UNSTABLE SOIL HIGH WATER TABLE MIN. 6" CRUSHED STONE BETWEEN PIPE FACE & TRENCH (PIPE INSTALLATION N.T.S. 3 „® SECTION AREA o 0 • �o • SEE NOTE 7 -°o z N 2 �. x 488" " x 48 48" o CONES ' BE • PREPARED VW -27 z To 48" x 48" STOP o z FLAGGING Oz ONE LANE W2GA LO STATION AHD 48" x 48" 0 xatavl aVOa z aN3 w w to G20-2a ROAD W21-4 WORK 48" x 24" AHEAD 48" x 48" 1. SIGN SPACING DISTANCE SHOULD BE 500'- 800' WHERE THE POSTED SPEED LIMIT IS GREATER THAN 45 MPH, AND 350'- 500' WHERE THE POSTED SPEED LIMIT IS 45 MPH OR LESS. 2. WHERE R/W OR GEOMETRIC CONDITIONS PREVENT THE USE OF 48" X 48" SIGNS, 36" X 36" SIGNS MAY BE USED. 3. FLAGGING STATIONS SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK ZONE TO PERMIT APPROACHING TRAFFIC TO REDUCE SPEED AND /OR STOP BEFORE PASSING THE WORK ZONE AND ALLOW SUFFICIENT DISTANCE FOR DEPARTING TRAFFIC IN THE LEFT LANE TO RETURN TO THE RIGHT LANE BEFORE REACHING THE OPPOSING TRAFFIC. 4. A SUPPLEMENTAL FLAGGER MAY BE REQUIRED IN THIS AREA TO GIVE ADVANCE WARNING OF THE OPERATION AHEAD BY SLOWING APPROACHING TRAFFIC PRIOR TO REACHING THE FLAGGING STATION OR QUEUED TRAFFIC. IF THE QUEUE OF TRAFFIC REACHES THE "BE PREPARED TO STOP" SIGN, THEN THE SIGNS MUST BE READJUSTED AT GREATER DISTANCES. 5. ALL FLAGGERS MUST BE STATE CERTIFIED AND HAVE THEIR CERTIFICATION CARD IN THEIR POSSESSION WHEN : PERFORMING FLAGGING;DUTIES. (SEE SECTION 6E -2, "QUALIFICATIONS FOR FLAGGERS" OF THE VIRGINIA WORK AREA PROTECTION MANUAL) 6. CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE LIMITS OF THE WORK ZONE TO INSURE MAXIMUM POSSIBLE SIGHT DISTANCE IN ADVANCE OF THE FLAGGER AND TRANSITION, BASED ON THE POSTED SPEED LIMIT AND AT LEAST EQUAL TO OR GREATER THAN THE VALUES LISTED IN APPENDIX A, PAGE A -8 OF THE VIRGINIA WORK AREA PROTECTION MANUAL. ` 7. A TRUCK WITH AT LEAST ONE ROTATING AMBER LIGHT OR HIGH INTENSITY AMBER STROBE LIGHT, SHALL BE PARKED 50' -100' IN ADVANCE OF THE FIRST WORK CREW. 8. CONE SPACING SHALL BE AT THE FOLLOWING: SPEED (mph) LOCATION 0 -35 36+ TRANSITION SPACING 20' 40' TRAVELWAY SPACING 40' 80' SWALE SECTION EXCAVATED TRENCH FINAL WIDTH BACKFILL 2'+ I.D. MAXIMUM 12" COVER INITIAL BACKFILL PIPE EMBEDMENT -- TO BE V.D.H. & T. SPRINGLINE - - - -- NO. 68 STONE ROCK PAY LINES BACKFILL SHALL BE PLACED IN 6" LAYERS FROM THE BOTTOM OF THE TRENCH TO A POINT AT LEAST 12" ABOVE THE PIPE AND THOROUGHLY TAMP BY HAND OR PNEUMATIC TAMPER, HOWEVER DO NOT TAMP DIRECTLY OVER THE PIPE. FINAL BACKFILL MAY BE PLACED IN LAYER THICKNESSES WHICH WILL PERMIT COMPACTION TO A DENSITY OF AT LEAST 95% DENSITY. 1INSALLATION OE.P.V.C. PIPE SECTION D +2' ,. 90% COMPACTED NATIVE MAIL Z a. :STONE D/2 ��— ci P4 ` Z ROCK PAY LINES (FLAGGING OPERATION ON 'TWO-LANE ROAD PIPE (BEDDING 3 o® DETAIL N.T.S. 3,0 SECTION N.T.S. N.T.S. N.T.S. N.T.S. t� P4 0 �r .f rA r HO _l U STEVEN L. DRIVER NO. 019933 SCALE: ISSUED: DRAWN: DESIGN: CHECKED: ',D: REVISIONS: 1. 1199_20' 10 -3I °2012 ATE ATE SLD NI rights reserved. No part of the material protected by this copyright (Plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any moms, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Iand Solutions, PC © TERRA ENGINEERING AND LAND SOLUTIONS, PC Z a. ��— ci P4 ` Z Z � Z ; trl Z Z t� CM M tn t� P4 0 �r .f rA r HO _l U STEVEN L. DRIVER NO. 019933 SCALE: ISSUED: DRAWN: DESIGN: CHECKED: ',D: REVISIONS: 1. 1199_20' 10 -3I °2012 ATE ATE SLD NI rights reserved. No part of the material protected by this copyright (Plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any moms, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Iand Solutions, PC © TERRA ENGINEERING AND LAND SOLUTIONS, PC