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HomeMy WebLinkAboutSDP199800043 Plan - Approved Final Site Plan and Comps. 1998-07-15It f1 UNIVERSITY OF VIRGINIA A ,,, P K A . R T ORT11 INFRAS.TRUCTU-'i. Albemarle County, Virginia NOVEMBER 3, 1997 (REVISE'Do FEBRUARY .18 , 19t h [REVISED 3-29-98) ALAST REVISED 5-5-98) OWNER: UNIVERSITY OF VIRGINIA FOUNDATION 2333 OLD IVY ROAD P.O. BOX 9023 CHARLOTTESVILLE, VIRGINIA 22903 (804)982=4848 FAX(804)982-4852_ z ,t I . PRO.JFC:T MANAGFR: % { SHEET INDEX < 1 COVER SHEET 2. , GENERAL NOTES, LEGEND & TYPICAL ROAD SECTIONS 5.1 GRADING PLAN 1-6.< GRADING PLAN & PROFILE: ROUTE 29 17. ROUTE 29 INTX.r SIGHT DISTANCE PROFILES 22. PROFILE: LEWIS & CLARK DRIVE, WATERLINE 23-2& STORM SEWER PROFILES 2�� `1. WATERLINE PROFILES 29.E-<31. SANITARY SEWER PROFILES 32.- 34. STORM WATER MANAGEMENT POND DETAILS 35. GEOTECHNICAL REQUIREMENTS 1, DEPT. OF PLANNING & COMMUNITY DEVELOPMENT VIRGINIA DEPT. OF TRANSPORTATION DEPT. OF ENGINEERING BUILDING OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPT. OF HEALTH FIRE,.OFFIER DEPT. OF ZONING RECEIVEU JUL-1 5 1998 .kidEi 1s3✓k ?- 5 /.r3. F?r d] YOyy S"S'r\! 1� a � - s PRO.JFC:T MANAGFR: % I - GENERAL NOTES 1. THE PROPERTY DELINEATED HEREON IS LOCATED ON ALBEMARLE COUNTY TAX MAP NUMBERS 32-4B, 32-06,32-6A, 32-19, 32-22131, & 32-2282. j 2. BOUNDARY SURVEY IS BY DEWBERRY & DAVIS. 3. TOPOGRAPHIC SURVEY IS BY AIR SURVEY CORP. 4. VERTICAL DATUM: USGS - NGS 29 , If 5. .CONTOUR INTERVAL: 0.5m 6. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND/OR VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS AND THE ALBEMARLE CO. SERVICE AUTHORITY SPECS. 7. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AN DURING I CONSTRUCTION AND NOTIFY DEWBERRY & DAVIS AT (703) 631-3430 IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE APPROVED PLAN. 8. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, HE/SHE SHALL IMMEDIATELY NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. TP 9. Q� DENOTES TEST HOLE REQUIRED TO DETERMINE EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF ALL TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION ON THE PROJECT. IF CONFLICTS ARE DISCOVERED AS A RESU T OF THE TEST HOLE FINDINGS, NOTIFY , DEWBERRY & DAVIS AT (703) 631-3430 . 10. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF HIS CONSTRUCTION PROJECT WITHIN OR CONTIGUOUS TO EXISTING RIGHT-OF-WAY, 11. CONTROLLED FILLS SHALL BE COMPACJEj� TO 95% OF MAXIMUM DENSITY AS DETERMINED BY METHOD A PER STANDARD PROCTOR CERTIFIIEDTBY A REGIST6ERDOPROFESSIONAL ENGINEER ANDERESULTS ALL BE SUBMITTED TO ALBEMARLE COUNTY PRIOR TO PAVEMENT CONSTRUCTION. A GEOTECHNICAL REPORT HAS BEEN PREPARED, AND IF MORE STRINGENT, SHALL SUPERSEDE THE REQUIREMENTS IN THIS NOTE. 12. ALL BASE, SUBBASE AND SUBGRADE MATERIAL SHALL BE COMPACTED AT OPTIMUM MOISTUNE CONTENT, WITHIN A TOLERANCE OF +/ 2.0% OF OPTIMUM. 13. ALL FINISHED GRADING SEEDING SODDING OR PAVING SHALL BE DONE IN SUCH A MANNER Tb PRECLUbE THE PONDING OF WATER ON THE SITE PARTICULARLY ADJACENT TO BUILDING AND STORM INLETS, 14. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 15. THE APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF FUTURE WORK. 16. A PERMIT MUST BE OBTAINED FROM THE VDOT RESIDENT ENGINEER PRIOR TO ANY CONSTRUCTION WITHIN THE EXISTING STATE RIGHT-OF- WAY. 17. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE AVAILABLE AT THE CONSTRUCTION SITE. A REPRESENTATIVE OF THE DEVELOPER MUST BE AVAILABLE AT ALL TIMES. 18. CONSTRUCTION DEBRIS SHALL BE CONTAINED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT; NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION FROM CG -6 TO CG -6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE 1. EXISTING GAS LINE PROPOSED GAS LINE 1. PROPERTY LINE EASEMENT LINE CENTERLINE LIMITS OF CLEARING AND GRADING EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE 19. INLET SHAPING OF STORM DRAINAGE SHALL CONFORM TO VDOT STD, IS -1, 20. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER ANY WORK . 230 SHOWN HERIN WITH ANY OTHER SEPARATE, CONNECTING OR CONTIGUOUS WORK. 21. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE EXISTING UTILITY POLE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR EX, E/P PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH (BM -2) THE WORK SHOWN ON THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE lFOR THE CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IS NOT ss' RESPONSIBLE FOR. ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, I '' OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING EXISTING FIRE HYDRANT . PORTIONS OF THE WORK. " 22. 11 THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE DEVELOPER, � THE CONTRACTOR, OR THEIR AGENTS OF ANY LEGAL RESPONSIBILITY WHICH MAY EXISTING WATER VALVE - --W-.e- BE REQUIRED BY THE CODE OF VIRGINIA OR ANY OTHER ORDINANCE ENACTED BY ' ALBEMARLE COUNTY. 23. CONSTRUCTION OF SLOPES & SUBGRADE FOR THE ROAD AND STORMWATER MANAGEMENT PROPOSED WATER METER FACILITIES SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS BY EX. 15' RCP FROEHLING AND ROBERTSON, INC.. SEE SHEET 35 FOR GEOTECHNICAL REQUIREMENTS. 24. WARNING SIGNS, MARKERS, BARRICADES OR FLAGMEN ARE TO BE IN ACCORDANCE �_ ,.-- WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 25. NOTIFICATION SHALL BE GIVEN TO THE APPROPRIATE UTILITY COMPANY (ALBEMARLE COUNTY 0. ' W SERVICE AUTHORITY, OR RIVANNA WATER SERVICE AUTHORITY) PRIOR TO CONSTRUCTION OF 1: STOP SIGN I WATER AND/OR SANITARY SEWER LINES. INFORMATION SHOULD ALSO BE OBTAINED FROM THE li APPROPRIATE AUTHORITY CONCERNING PERMITS, CUT SHEETS, AND CONNECTIONS TO EXISTING LINES. 26• 1 CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA DENOTES LOCATION OF STD VDOT OF PROPOSED EXCAVATING OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN 200mm TEN (10) WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. I, 27. THE DEVELOPER WILL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITIES WHICH IS REQUIRED 11 AS A RESULT OF HIS PROJECT. THE RELOCATION SHOULD BE DONE PRIOR TO CONSTRUCTION. . 28. THESE PLANS IDENTIFY THE LOCATION OF ALL KNOWN GRAVESITES. GRAVESITES SHOWN ON THIS PLATIN 12 , WILL BE PROTECTED IN ACCORDANCE WITH STATE LAW. IN THE EVENT GRAVESITES ARE DISCOVERED INDICATES THE NUMBER OF TYPICAL PARKING SPACES DURING CONSTRUCTION, THE APPROPRIATE COUNTY OFFICIAL MUST BE NOTIFIED IMMEDIATELY. ALL G - - G ACTIVITIES MUST CEASE AND NOT BE RESUMED UNTIL AUTHORIZATION TO PROCEED IS GIVEN. 29. MANHOLE RISER UNITS FOR STORM SEWER ARE REQUIRED TO USE VDOT STANDARD SL -1 CRITICAL SLOPE (ROAD & BRIDGE SPEC. 106.13) CONC. SAFETY SLAB, AS INDICATED IN STORM PROFILES. �' 30. CG -12 SYMBOL IS FOR CURB CUT CONSTRUCTION ONLY. = CG -12 LANDING WILL BE CONSTRUCTED WITH SIDEWALK CONSTRUCTION IF REQUIRED. � 31. CONDUIT STUBOUTS FOR FUTURE INTERSECTION SIGNALIZATION ARE TO BE INSTALLED PRIOR TO 60 + ROAD CONSTRUCTION (i.e. - PAVEMENT COURSES AND CURB & GUTTER), IN ACCORDANCE WITH 'D - THE STRIPING AND SIGNALIZATION PLAN. VEHICLES PER DAY COUNT 100 - 32, PROVIDE 8m OVERBLAST FOR FUTURE CONNECTION TO ALL WATERLINE STUBOUTS & SANITARY D SEWER MANHOLES AS INDICATED IN PLAN VIEW. " 33, EX, UTILITIES (WATER, GAS, TELEPHONE & ELECTRIC) AT LEWIS & CLARK DRIVE INTERSECTIONS '-) WITH ROUTE 29 &QUAIL RUN HAVE BEEN LOCATED HORIZONTALLY BY ACCURATE LOCATING INC., -*- GLEN ALLEN, VA.. 2. CONSTRUCTION INSPECTION. OF ALLI PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE NADE'BY. THE COUNTY. THE CONTRACTOR D 34, PROPOSED GAS LINE CONDUIT CROSSING SHOWNS HEREON ARE TO BE CONSTRUCTED & INSTALLED BY, . 'D BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE INSTALLATION _ WITH THE CITY OF CHARLOTTESVILLE, GAS DIVISION. 35. SURPLUS MATERIAL IS THE CONTRACTOR'S RESPONSIBILITY TO HAUL OFFSITE, UNLESS AN ONSITE 1 SOIL AREA IS DEFINED & APPROVED BY ALBEMARLE COUNTY D.P.W.. SANITARY MANHOLE INDENTIFIER OF GAS CONDUIT INSTALLATION DURING CONSTRUCTION. o 36. THE PROPOSED TWIN 6" PVC CONDUIT REQUIRED AT STATION LEWIS & CLARK DRIVE FOR THE 1) PROPOSED UNDERGROUND ELECTRIC WILL BE INSTALLED BY RAPPAHANNOCK ELECTRIC. IT IS THE T CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE INSTALLATION OF CONDUIT DURING ROAD CONSTRUCTION WITH THE ABOVE REFERENCED ENTITY. *:#M0001 PROPOSED TREE SPACERS DB60 4" &.. PVC CND (TYP) %�/K /1<1 Xl�,/.�1/.< /. 3" TYP 2" TYP LEGEND , x 32--_______ FLON LINE - ...- ... _ ... - 230 FENCILINE x 20 EXISTING UTILITY POLE `G_ EX, E/P PROPOSED UTILITY POLE (BM -2) PROP, E/P EXISTING WATERLINE W/ TEE -- -- _ __,XL_C_� 1 _ __ __ PROPOSED WATERLINE W/ TEE W !Ti CG -6 EXISTING FIRE HYDRANT . 1 -+ CG -6R PROPOSED FIRE HYDRANT E'-* __LLL___y EXISTING WATER VALVE - --W-.e- _ - T __T - PROPOSED WATER VALVE * W T PROPOSED WATER METER C EX. 15' RCP a> . ;_; , . I.a. EXISTING REDUCER " - v B, - PROP, 15' RCP 7711111111ff7=_711111111ff____r_r_ PROPOSED REDUCER 0. ' W > . 1: STOP SIGN I --r 0. HANDICAP RAMP CCG -12) I1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING . Q 0 DENOTES LOCATION OF STD VDOT 6.5 200mm CG -12 AND/OR JURISDICTIONAL RIGHT SIDE STA. 0+465 TO 0+700 . - E - E STANDARD RAMP CONSTRUCTION "<4 W E PARKING INDICATOR 12 , BACK SLOPE OF BERM DITCH TO BE INCREASED TO 2:1 FOR THE FOLLOWING STATION RANGES INDICATES THE NUMBER OF TYPICAL PARKING SPACES - G - - G TEST PIT LOCATION I+655.11 G CRITICAL SLOPE 6.5 200mm SLOPES TO BE SEEDED; MULCHED & TACKED, 50mm U.S. RTE. 2q PURSUANT TO SECTION 1100,00 PRINCE WILLIAM 1+162.65 60 + COUNTY DESIGN & CONSTRUCTION STANDARDS MANUAL 10.5 DISCREPANCII'll ES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE RIG) IT' SIDE 57A. 0+540 TO 0+700 EXISTING STREET LIGHT -*- 12.0 2. CONSTRUCTION INSPECTION. OF ALLI PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE NADE'BY. THE COUNTY. THE CONTRACTOR + PROPOSED STREET LIGHT • * 125 PROPOSED STREET NAME SIGN -+ PROPOSED SANITARY LTERAL CLEANOUT - f 0 15' OAK SANITARY MANHOLE INDENTIFIER 12 OAK a- STORM DRAIN STRUCTURE IDENTIFIER 18 FINISHED SURFACE (MATCH EXISTING) COMPACTED FILL 7 I/� 6" DETECTABLE WARNING TAPE 2111 12"I 1 3" PLACE CONCRETE ON UNDISTURBED SOIL OF PROPERLY PREPARED BEDDING DUCT BANK SECTION NOT TO SCALE var. , 2m ,1,5m ,1.5m, 1.5m R/W CONCRETE, 2500 PSI MIN, DEM B" dia. PVC CND (TYP) TYP.) Nat nt, _. Cut Section i e /,6 3m 2.6n 1:50 1:50 2:1 max CS -4 Side slopes Note la 1:50 , ` (Typ. either side) E go Top of cut ditch per plans Ditch lining per plan Cut section typical both sides Fill Section I UD -4 I W/L Location var. 12m 11,5m 11.5m 1 1.5m ;,.y`\ NSte 6 CS -4 Side slopes (Typ. either side) Top of cut ditch per plans Ditch lining per plan Cut Section 2:1 max Note la PROP R/W x157 R/W 1 I.Orn' 3,6m - - 6m 1:50 ? ' (,:\ I I Fill Section UD -4 of Right of Way and Construction - 15m 8.1m 4.3m 4.3m - -Point of Finished Gre� 1:50 ,,i' PGL 1/2' s...,. ,a ,�, r_:�u 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. ADHERED . EXCEPTIONS WILL NOT BE ALLOWED. �' r-..: �. r c...y ,. _ - $_RK_$ ET,� Q+ EDJ+�: tfi' W Iu', . ' 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" {1-800-552-7001). 14, UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE F�+-i; P1 C ` J� "S'�� c INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR s_e:_h 6, ALL WATER AND SEWER PIPES SHALL, HAVE A MINIMUM OF 3 FT. OF COVER MEASURED INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN '"�' " w,lra Ie- . --� ; FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE - - „ r , -" ^��= r "I - HYDRANT LIENS, SERVICE LATERALS AND WATERLINES, ERC. REQUIREMENTS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE ►�+-� W ' SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO. THE STATE SECONDARY ROAD SYSTEM. I `�- -- 7, 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND AFPPURTENANCES SHALL -BE; _ l -_ _ DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORI'ITY, EXCEPT WHERE THE UNE a� ' .~ a d "� 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD IS IN A PUBLIC ROAD RIGHT--OF-WAY OR AN ACCESS EASEMENT, IN WHICH CASE ,THE - 1:l .I�%1 /t� , ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT. THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN j •-fP 1 APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. s I', -Ea 8. 3' MIN. SEPARATION REQUIRE[) BETWEEN WATERLINE AND .STORM SEWER CULVERTS QR 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED < , • 6 SEPARATION WHEN WATERLINE IS INSULATED. USE ?" THICK THERMA=CEL PIPE_ 1 -I- ,• BY THE DEVELOPER WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE �I � - "I" I.:,A a PPE I �"�' `C'''U'Z- INSULATION IN 3'X4' SHEETS AS MANUFACTURED BY NOMIACA, INC, OR EQUAL''APPRUVED '�4 I 3 - DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER OT PROVIDE SAFE AND -` ;, .� ►MI BY ALBEMARLE COUNTY SERVICE AUTHORITY, INSULATION) TO EXTEND 5 BEYOND I CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5` BEYOND ENDS OF CULVERT WHEN .r: , CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM ,- ,'�v� WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL;DEVICES & VDOT WORK SAFETY. '.� ::` Qo3 �:x. (:m_cr�c PARALLEL.. =1 - IL o~`" -S="- _,s;-�, �:- 3X; Is 4�D) 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ' r� [ • :•.ST- -?.•c, I 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY -SERVICE ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. `�-� A '`XT I ` AUTHORITY, TO ACCOMMODATE THESE METERS, METER LIIDS WILL REQUIRE A 1-3/4'° w HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE -PROVIDED 18. THE SPEED LIMIT IS TO BE POSTED 5 MPH BELOW THE DESIGN SPEED. 1' I � 1. (; TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO (METER INSTALLAl10N. / P4 I F10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE ' DITCHES. - � - - •G - < 11. CERTIFICA11ON THAT 95% COMPACTION IS OBTAINED SHALL. BE PROVIDED FOR ALL, FILL bb �j# AREAS UNDER WATER AND SEWER LINES AND APPURTENAkNCES. THIS CERTIFICATION I ,,,; SHALL BE SIGNED BY A PROFESSION GEOLOGIST. THE CERTIFICATION SHALL STATE THE1"`� EXACT AREA THAT ET CERTIFICATION APPLIES TO.11 II ► ' :I =. I �:) . - . 5 . 12. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR n.� 4 , T " A - THE VALVE DURING A FUTURE EXTENSION OF THE UNE. i-+�-1 , MAN HCL -E V 1 13. ALL DOGHOUSE MANHOLES CONSTRUCTED OVER EXISTING SEWER MAINS SHALL CONFORM ENT D � TAIL.. ]'� , i _ d V.NOT rp C , TO THE FOLLOWING NOTES: SITE TABULATION: 7- 1 "`� � A V RESIDUE AREA "A" 1 227 323 SQUARE METERS �y.� A.) THE EXISTING SEWER UNE SHALL BE ADEQUATELY SUPPORTED DURING ALL PHASES OF _ - W THE EXCAVATION AND CONSTRUCTION TO PREVENT DAMAGE TO OR DEFLECTION OF THE 'RESIDUE. AREA "B" 7q6, 171 SQUARE METERS �L; RESIDUE AREA "C" 157q SQUARE -METERS SEWER MAIN. 11 (TO B RETAINED � 4 . � I B.) ALL MANHOLES BUILT OVER EXISTING' SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE BY FEE TITLE F--� WITH THE REFERENCED SPECIFICATIONS AND WILL BE 'TESTED, FULLY INSPECTED, AND OWNER) � -- APPROVED PRIOR TO THE OPENING OF THE EXISTING SEWER FOR ACCEPTANCE OF SEWAGE t,�� .:TOTAL STREET DED. 53, 544 SQUARE METERS FLOW. 14 A MANHOLES WITH A DEPTH GREATER THAN 10' SHALL HAVE A PLATFORM INSIDE i Cut Section LL NOTES= W R/W TO COMPLY WITH OSHA STANDARDS. ` 1~"' . ism I TNE:ABOVE TABULATION ASSUMES THAT T IE CONSOLIDATION ,1:£. F' 81m C 6 2.6m 6m 15. VENTS ARE TO BE INSTALLED IN THE EXISTING MANHOLES AT NO GREATER THAN 300 METER G Utility Corridor PLAT PREPARED BY DEWBERRY DAVIS DATED 7-20-.q7 y `' FA , PFG Note 4 i Y INTERVALS THROUGHOUT THE WATER TIGHT SEGMENTS. VEENTS CAN EXTEND ABOVE_ THE- ,AAS BEEN PREVIOUSLY RECORDED BY THE OWNER. , ' °;x� :50�1. &CG-2 1:50 - 100 YEAR FLOOD ELEVATION OR UTILIZE A FLOAT CHECK' VALVE ASSEMBLY. REQUIRES VENTS Z - 1:50 2:1 max .� V N: .I .Y Note la WITH FLOAT CHECK VALVE: EX, S-15, EX. S-11, S-24. SEE DETAIL THIS SHEET.. I _. 1:50 ' r o k F. 0.15 BUD -2 Underdrain 16. PIPE DISTANCES & SLOPES FOR SANITARY RUNS ARE CAILCULATED FROM EDGE OF MANHOLE I LST ((With PIS -2) TO EDGE OF MANHOLE. <, r,;; Install on low side of med. Fill Section [Top Course unless plans indicate otherwise. UD -4 Underdrain A JUL 3 4 1998 ja -Base Ensure gravel layer drains (To Be Installed on the Low ,> -Sub-Base I toward LID trench at 2q.') Side of Superelevation -Typical) 16 .1PAV�I��NT TABULATION` Limits of SubbaseDrawn: By LEWIS $ CLARK DRIVE . FULL SECTIO! . R/W = 30m V = 70 I m/hr CL SBL =SURVEY)3 � NI R/W 1 11 . "VARIABLE . VARIABLE; ; . 24.38m -Ii'--- 7.2m -I ? 2� ` 7.2m I I , x _ - -... -- --- TYPE BASE - r 'A . . R/W .# ` 2113 (BM -2) � STREET NAME STA. TO STA. WIDTH - (� n rl] SUBBASE rn °i ,,. t} ', ,. TYPICAL SECTION NOTES: 1 ALBEMARLE COUNTY ENGINEERING ) W a AGG. BASE _ (SM -2A) GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 4 ,� 0 a> . ;_; , . I.a. CUT SLOPE 15 2:1 EXCEPT FOR THE FOLLOWING LOCATIONS. WHERE CUT SLOPE 15 3:I ,•.C; •r+ ; > . (BM -3) LEFT SIDE STA. 0+1% TO 0+400 0+000.00 I1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING . Q 0 70 6.5 200mm -240mm RIGHT SIDE STA. 0+465 TO 0+700 . LEWIS t CLARK DRIVE FULL SECTION CONNECTION TO AN.Y EXISTING ROADS, A .PERMIT SHALL BE OBTAINED FROM THE "<4 W a rn 70 b. BACK SLOPE OF BERM DITCH TO BE INCREASED TO 2:1 FOR THE FOLLOWING STATION RANGES 240mm 50mm VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT LEN153 t CLARK DRIVE'., FULL SECTION 0+742:43 ` I+655.11 30 70 6.5 200mm ACCURATELY REFLECT THE REQUIREMENTS OF, THE PERMIT.:MERE ANY 50mm U.S. RTE. 2q 0+765.00 1+162.65 60 + LEFT SIDE 57A. 0+300 TO 0+3401 . 11 10.5 DISCREPANCII'll ES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 240mm 1-+ RIG) IT' SIDE 57A. 0+540 TO 0+700 2. DITCH GRADE AND FLOW LINE PER PLAN. LINE DI. ITCH WITH 2.4m wide EC -2. 2. CONSTRUCTION INSPECTION. OF ALLI PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE NADE'BY. THE COUNTY. THE CONTRACTOR �� MUST NOTIFY THE. DEPARTMENT OF 3. UD -4 CROSSES TO MEDIAN EDGE WHEN AT THE LOW SIDE OF SUPERELEVATION. ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START. OF CONSTRUCTION, ,:2 4. SIDEWALK OR TRAIL TO BE BUILT ALONG LEWIS 4 CLARK DRIVE PER LANDSCAPE PLANS BY OTHERS. 3. 'A_,MATRIAS AAND CONSTRUCTION METHODS SHALL CONFORM .TO CURRENT CO C\.2 's! i . SPECIFICATIONS ND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE ( � I 5. PAVEMENT DESIGNS BASED ON CBR OF 10. PAVEMENT DESIGNS TO BE REVISED PER ACTUAL 517E CBR S. . INSTALLAl10N MUST COMPLY WITH OSHA STAN A F N � D RDS OR THE CONSTRUCTIO � DESIGNS ARE SUBJECT TO CHANGE PEP. TOP COAT ALLOWANCE FOR CONSTRUCTION PHASING. INDUSTRY .CFR PART 1926). 0 y 6. IA SHALL EXTEND UNDER THE CURB AND GUTTER A MINIMUM OF 6" BEYOND THE BACK OF CU➢RB STONE MATERIAL 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE 0 ,, - THE AGGREGATE THICKNESS UNDER THE CURB AND GUTTER SHALL BE THAT IN EXCESS OF THE DEPTH OF ]THE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY � ,- ' GUTTER FACE, OR 4" WHICHEVER I5 GREATER. I CLEARING, GRADING OR OTHER CONSTRUCTION. 7, THE SMOOTH GRADE SHALL. BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROADWAY TO THE PROFPOSED _ OF PAVEMENT TO PRECLUDE THE FORMATION OF FALSE GUTTERS AND/OR PONDING OF WATER ON THE PAVEMENT. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF TH0E E ROADBED SUBGRADE, THE'CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL, THREE Q T-+ -�� �. Y:, U,=? EDGE ;.COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE I RTE 2 G q WIDENING SHOWN REFLECTS INTERIM TURN LANE CONFIGURATION ONLY.1. SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL N1. Z - w I BE;MADE BY THE DESIGN ENGINEER AND, SUBMITTED WITH THE TEST RESULTS FOR '� :r ,# S, RTE. 29 GUARDRAIL NOTE: ` APPROVAL, '' SHOULDER WIDTH TO BE INCREASED BY 0A m WHEN GUARDRAIL 15 REQUIRED ON THE RIGHT SIDE OF TRAFFFIC, IN SUCH�.CASE, . FACE OF GUARDRAIL 15 A7 NORMAL SHOULDER BREAKLINE OFFSET. FINAL LOCATION AND EXTENTS OF GUARDRAIL TO BE DETERMINED 6• ALLrSLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE + ; - BY VDOT DURING FIELD INSPECTION. MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY � M OBTAINABLE,, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7� ,j 9. LEWIS CLARK DRIVE GUARDRAIL NOTE: `° P4 1 I 1-11 VDOT ROAD DESIGN MANUAL TABLE A -2 -IM INDICATES THAT GUARDRAIL MAY NOT BE REQUIRED ALONG LEMIS f CLARK DRIVE 7. SURFACE' DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC , .A (M DUE 70 CLEAR ZONES PROVIDED BEYOND THE 7RAVELWAY EDGE. FINAL LOCATION AND EXTENTS OF GUARDRAIL TO BE DETERMINED RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE q� ;I BY VDOT DURING'FIELD INSPECTION. OUTFALL EASEMENTS ARE.TO BE EXTENDED TO A BOUNDARY.LINE OR A NATURAL Q* CO ;. WATERCOURSE. 10, SHOULDERS ALONG RTE. 29 ARE TO BE PAVED AS FOLLOWS: t 8• GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND >� ,--. 50mm SM -2A OVER I00mm 216 FOR Im OFF E/P• IOOmm 216 FOR REMAINING 1.6m TO SHOULDER BREAKLINE APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF F II DITCH LINING FOR CS -4 SIDE SLOPE DITCH 70 BE LINED WITH JUTE MESH PER VDOT STND, EC -2 OR VDOT CLASS I CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN 4).� °. "i DRY RIP -RAP PER VDOT STND. EC -2. LINING TYPE AND LOCATION AS SHOWN IN PLAN VIEW. I ' WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE. IT IS DEEMED NECESSARY, WHEN GUARDRAIL IS REQUIRED, IT SHALL BE0 , I INSTALLED FOUR {4} FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF :. ,' I GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. -' 11 ) - ', 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ap ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C).11 GENERAL WATER & SEWER CONDITIONS .. 4• 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE (COUNTY SERVICE AUTHORITY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11 INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ;:•>: SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. Cn � - 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE 11, PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCH MAY BE REQUIRED TO STABILIZE A I `� ty ' NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY. ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE STREETS. ADDITIONAL CLEAR ZONE MAY { 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH (GENERAL WATER AND SEWER MAINTAINED ON ALL RESIDENTIAL SUBDIVISION 0;,, CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEEMARLE COUNTY SERVICE BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. AUTHORITY ON JANUARY 15, 1998. ".'� 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY � Q s...,. ,a ,�, r_:�u 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. ADHERED . EXCEPTIONS WILL NOT BE ALLOWED. �' r-..: �. r c...y ,. _ - $_RK_$ ET,� Q+ EDJ+�: tfi' W Iu', . ' 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" {1-800-552-7001). 14, UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE F�+-i; P1 C ` J� "S'�� c INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR s_e:_h 6, ALL WATER AND SEWER PIPES SHALL, HAVE A MINIMUM OF 3 FT. OF COVER MEASURED INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN '"�' " w,lra Ie- . --� ; FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE - - „ r , -" ^��= r "I - HYDRANT LIENS, SERVICE LATERALS AND WATERLINES, ERC. REQUIREMENTS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE ►�+-� W ' SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO. THE STATE SECONDARY ROAD SYSTEM. I `�- -- 7, 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND AFPPURTENANCES SHALL -BE; _ l -_ _ DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORI'ITY, EXCEPT WHERE THE UNE a� ' .~ a d "� 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD IS IN A PUBLIC ROAD RIGHT--OF-WAY OR AN ACCESS EASEMENT, IN WHICH CASE ,THE - 1:l .I�%1 /t� , ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT. THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN j •-fP 1 APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. s I', -Ea 8. 3' MIN. SEPARATION REQUIRE[) BETWEEN WATERLINE AND .STORM SEWER CULVERTS QR 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED < , • 6 SEPARATION WHEN WATERLINE IS INSULATED. USE ?" THICK THERMA=CEL PIPE_ 1 -I- ,• BY THE DEVELOPER WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE �I � - "I" I.:,A a PPE I �"�' `C'''U'Z- INSULATION IN 3'X4' SHEETS AS MANUFACTURED BY NOMIACA, INC, OR EQUAL''APPRUVED '�4 I 3 - DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER OT PROVIDE SAFE AND -` ;, .� ►MI BY ALBEMARLE COUNTY SERVICE AUTHORITY, INSULATION) TO EXTEND 5 BEYOND I CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5` BEYOND ENDS OF CULVERT WHEN .r: , CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM ,- ,'�v� WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL;DEVICES & VDOT WORK SAFETY. '.� ::` Qo3 �:x. (:m_cr�c PARALLEL.. =1 - IL o~`" -S="- _,s;-�, �:- 3X; Is 4�D) 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ' r� [ • :•.ST- -?.•c, I 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY -SERVICE ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. `�-� A '`XT I ` AUTHORITY, TO ACCOMMODATE THESE METERS, METER LIIDS WILL REQUIRE A 1-3/4'° w HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE -PROVIDED 18. THE SPEED LIMIT IS TO BE POSTED 5 MPH BELOW THE DESIGN SPEED. 1' I � 1. (; TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO (METER INSTALLAl10N. / P4 I F10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE ' DITCHES. - � - - •G - < 11. CERTIFICA11ON THAT 95% COMPACTION IS OBTAINED SHALL. BE PROVIDED FOR ALL, FILL bb �j# AREAS UNDER WATER AND SEWER LINES AND APPURTENAkNCES. THIS CERTIFICATION I ,,,; SHALL BE SIGNED BY A PROFESSION GEOLOGIST. THE CERTIFICATION SHALL STATE THE1"`� EXACT AREA THAT ET CERTIFICATION APPLIES TO.11 II ► ' :I =. I �:) . - . 5 . 12. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR n.� 4 , T " A - THE VALVE DURING A FUTURE EXTENSION OF THE UNE. i-+�-1 , MAN HCL -E V 1 13. ALL DOGHOUSE MANHOLES CONSTRUCTED OVER EXISTING SEWER MAINS SHALL CONFORM ENT D � TAIL.. ]'� , i _ d V.NOT rp C , TO THE FOLLOWING NOTES: SITE TABULATION: 7- 1 "`� � A V RESIDUE AREA "A" 1 227 323 SQUARE METERS �y.� A.) THE EXISTING SEWER UNE SHALL BE ADEQUATELY SUPPORTED DURING ALL PHASES OF _ - W THE EXCAVATION AND CONSTRUCTION TO PREVENT DAMAGE TO OR DEFLECTION OF THE 'RESIDUE. AREA "B" 7q6, 171 SQUARE METERS �L; RESIDUE AREA "C" 157q SQUARE -METERS SEWER MAIN. 11 (TO B RETAINED � 4 . � I B.) ALL MANHOLES BUILT OVER EXISTING' SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE BY FEE TITLE F--� WITH THE REFERENCED SPECIFICATIONS AND WILL BE 'TESTED, FULLY INSPECTED, AND OWNER) � -- APPROVED PRIOR TO THE OPENING OF THE EXISTING SEWER FOR ACCEPTANCE OF SEWAGE t,�� .:TOTAL STREET DED. 53, 544 SQUARE METERS FLOW. 14 A MANHOLES WITH A DEPTH GREATER THAN 10' SHALL HAVE A PLATFORM INSIDE i Cut Section LL NOTES= W R/W TO COMPLY WITH OSHA STANDARDS. ` 1~"' . ism I TNE:ABOVE TABULATION ASSUMES THAT T IE CONSOLIDATION ,1:£. F' 81m C 6 2.6m 6m 15. VENTS ARE TO BE INSTALLED IN THE EXISTING MANHOLES AT NO GREATER THAN 300 METER G Utility Corridor PLAT PREPARED BY DEWBERRY DAVIS DATED 7-20-.q7 y `' FA , PFG Note 4 i Y INTERVALS THROUGHOUT THE WATER TIGHT SEGMENTS. VEENTS CAN EXTEND ABOVE_ THE- ,AAS BEEN PREVIOUSLY RECORDED BY THE OWNER. , ' °;x� :50�1. &CG-2 1:50 - 100 YEAR FLOOD ELEVATION OR UTILIZE A FLOAT CHECK' VALVE ASSEMBLY. REQUIRES VENTS Z - 1:50 2:1 max .� V N: .I .Y Note la WITH FLOAT CHECK VALVE: EX, S-15, EX. S-11, S-24. SEE DETAIL THIS SHEET.. I _. 1:50 ' r o k F. 0.15 BUD -2 Underdrain 16. PIPE DISTANCES & SLOPES FOR SANITARY RUNS ARE CAILCULATED FROM EDGE OF MANHOLE I LST ((With PIS -2) TO EDGE OF MANHOLE. <, r,;; Install on low side of med. Fill Section [Top Course unless plans indicate otherwise. UD -4 Underdrain A JUL 3 4 1998 ja -Base Ensure gravel layer drains (To Be Installed on the Low ,> -Sub-Base I toward LID trench at 2q.') Side of Superelevation -Typical) 16 .1PAV�I��NT TABULATION` Limits of SubbaseDrawn: By LEWIS $ CLARK DRIVE . FULL SECTIO! . R/W = 30m V = 70 I m/hr CL SBL =SURVEY)3 � NI R/W 1 11 . "VARIABLE . VARIABLE; ; . 24.38m -Ii'--- 7.2m -I ? 2� ` 7.2m I I TYPE BASE . R/W .# 2113 (BM -2) SURFACE STREET NAME STA. TO STA. WIDTH V CZ SUBBASE 1 AGG. BASE OR (SM -2A) (m) (km/hr) (m) MATERIAL (BM -3) LEWIS t CLARK DRIVE:- FULL SECTION x �° 0+000.00 0+155.27 30 70 6.5 200mm -240mm 50mm LEWIS t CLARK DRIVE FULL SECTION 01203.69 0+742.43 30 70 6.5 200mm 240mm 50mm LEN153 t CLARK DRIVE'., FULL SECTION 0+742:43 ` I+655.11 30 70 6.5 200mm 240mm 50mm U.S. RTE. 2q 0+765.00 1+162.65 60 + 90 10.5 .200mm 240mm 50mm -A LO x 13Q, LU N 2M700 LU x 13 30 P07 GEL AR UTU R L T -i R OX. 35 `7 )A f No C, 14h --- )7 L)RE F( u— 100- YR-- foo", F Dr- UMITS- LOCI L�UIRE T iCL CURVE /DAT m Bou R 24 3.N (o2.q4m' T 3r -64m 7 SUPER=.Q�04 -YR.- TFLOW LUTS LOCA —.1ROP. -7 /IV T Line _�A qR4 DRy Vr D S < IN N-73477 17" )V P' 'rR7- FLOOE) /25 p A 0/v % U 00� 7-7- -ATED JNBANULn -DEL[NE WE T�AN D -S LLJ X A P�, 1UU I M. FLOODRI,0 r FOPG e7j PERNAM�NT`-DRAINAGE -UK L -Li Cf) f 0-i-3v>U a+-3 DDITIONAL LEARING El b- Lt�, 11 Lt(- -EC 71' kP-,PPA it REQUIRED ..PER, SEDINENT __j ay- P) BASI�N 513-1 7-30011mm 15orrfn 5m 5tn 00 1. 5 DE3 R- 300 A pj) 4z 6\ w 7 48A E �7- 14 12 15 % ............. /is 7 y- t -77 7-77 . ......................... y -7-7- Y, j3' 1146. OOK rl�-LD DELINE�T'E D A-6 i 1 - - 1, � �! 93, AvI Nu 0�-�WLININ -,RkP --CL I DRY RIP z "P R qQO I RED FOR' E�T! INT ITCH j 7 'CL CURVE/ bATi� "1010017 A -12 -VWT STD. CL/I'� 3/ A 9*202 �12 47��5, TA-'i4� D Y- Pip-RAp CL,,,(fURVE DA ? LU A 0 z N/�O 1 Q-1TCW- LINN� /300 60t� /T 10�.53 2 Icl 4(om, 'n T .34 qPwin X 4� L 206�509� 70 -SUPER=0.04 A uHt- T j F 7 7 '.f S L--=" 69.33m P - D17, U z /4N4�,! CAI P f 'IV/ -5[GNALIZATION CONDUIT--STUBOUTS FOR FUTURE INTERSECTION f --ARE TO BE IN5TALLED PRI00- LO -Y-4I TO--ROAEi C�!�fRUCTION(Ix. f 0j z 7 & D17C, �T- , v -TER), IN ACCORDANCE' 31ENT't -PkVF bURSF-S AND CURB 4 GU1 T WIT14 T14E 15TR1PIWa, AND -ATION PLAN, 42 f v fl f4 3 J/ 1-19,35X,, Y j", T', % --D N 4,� D If If Y Y SEE SHEET" 16 FOR CONTINUATION 7770- 77177vfv/ �4 6 GRAPHIC SCALE 7 10 3-6-qb D.B. T.V. I REV. GRADING FOR 4 -LANE DESIGN, 16 IN METERS (o 7-06-ctb REV.� MED GRADES PER STRIPING/51 REV. CG -7 t CG -3 TO CG -6 t CG -3 10 0 5 10 20 Da. 15' W. LWAAX FR 5-1 TO PUMP ON RESPECTIVELY. 8 4 5-2q-qb REV. INTERCEKOR DITC14 UNING UMITS PER COMPS 2 5-1q-cib REV. STN. STR, 6A TO 613 PER V00T REV. DATE DESIGNER NO. DESCRIPTION APPROVED DATE BY 1 500 y12 OUCCT [KInCY -1 F\ / I LQ I cli -Z' - X CD �:D 0 0 LL- LLJ C/-) L.Li LLJ cf) Y2 -f-� C.) EP11 0 C:) C\2 Co CO C\2 co PANTED /,JUL 1 4 1998 witHERRY & DAV if I # ,/Vi, V 61TH 0" I Rv JR. NO, 08133' NO. DA TE DESCRIPTION N.T.S. ENGINEER REVISION APPROVED BY: DtD REVISION ENGINEERS, SEAL SIGNATURE EP11 C:) C\2 Co CO C\2 co co 0 et IN - 0 �4 ;�A M 4-> co 0 LO jr-O PANTED /,JUL 1 4 1998 witHERRY & DAV if I # ,/Vi, V 61TH 0" I Rv JR. NO, 08133' NO. DA TE DESCRIPTION N.T.S. ENGINEER REVISION APPROVED BY: DtD REVISION ENGINEERS, SEAL SIGNATURE Date 11-3 97 Scale 1-500 Plan Number Zoned PD—F Sheet 3 of (00 File Number MAN-PP260 4-) 0 �4 ;�A M Date 11-3 97 Scale 1-500 Plan Number Zoned PD—F Sheet 3 of (00 File Number MAN-PP260 C -P :z: I -fl, I "I : I . NAATrH I INIF q F- F- ql-�F-F-T I � . 11 - � - 11 ------1-------- - � I I � - - -.-- -1 1-11.1-1--l-1-1- - I - 1, .1 i � . � I I - - - �------ --.- --- ,� I . I � , , - I.. , �: ".- -1 �- � � � - . . I i I I � I I � . I I 11 I I -�, �, � � ',�� I I �'� . �- , �, �.,;�., , , ".. 1� �% � I I I I � � . 1 - , .1 -- I I � , I . I 11 ,:-- 11- 1, I � I � I. I I I � I I I � - , ", ": ,. �: , I � : . � I I I � "'. " . ---- ----- . I . 1 7 ,. 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GRADING FOR 4 -LANE DESIGN, 15 REV. CG -7 $ CG -3 TO CG -6 $ CG -3 RESPECTIVELY, DATE DESIGNER NO. DESCRIPTION REV. BY APPROVED DATE ENGINEER REVISION APPROVED BY: GRAPHIC SCALE ( IN METERS ) 10 0 5 10 20 30 40 50 1 500 KNITED ---1'-- -.1 -- Designed By -T U L 1 4 1998 Checked By 3ERRY & DAVI Date 11 -3-c17 Scale 1:500 -P-D. M,ILLAP, J NO. 08133 ; lQNAL ENGINEERS SEAL & SIGNATURE Plan Number File Number NA —PP2(oO C) 15 mpg C\2 Co CQ Cd cf) Cd InCit Co 0 Arm AL Q) C't Co 0 E, - AM V Lo 60 KNITED ---1'-- -.1 -- Designed By -T U L 1 4 1998 Checked By 3ERRY & DAVI Date 11 -3-c17 Scale 1:500 -P-D. M,ILLAP, J NO. 08133 ; lQNAL ENGINEERS SEAL & SIGNATURE Plan Number File Number NA —PP2(oO SHEET INDEX N.T.S. IVI A I L H L 1 IV L 3-6-q8 D.B. / T.V. I REV. GRADING FOR 4 -LANE DESIGN, 2 5-iq-qa PER V -rwV NO. DATE DESCRIPTION BY DATE DESIGNER NO. DSD REVISION DATE IVI A I L H L 1 IV L 3-6-q8 D.B. / T.V. I REV. GRADING FOR 4 -LANE DESIGN, REV: CG -7 t CG -3 TO CG -6 $ 'CG -3 RESPECTIVELY. 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I I � I / I I I j c JJ I I 1; I I � I t ? 11 , � � I., I — � 11 I' 11 .1 � I / I / /;, , " / , .11 � - , ! � I I f � f I 11 / . , I " r �- - 11 I 1( I I I " I 11 � / 11 / i I I � I I f f - I I I 11 / .1 / . I f ; "", � / - ,.-. \-Q 11, 11 , / . � I : I I �� 1, I , - I � i , :�� " / , I / '1� ", I, / " I I " , I . f I.- I I f I .; I I " 11 f r j f f I I . �, .1 I I I I 11 , , ", "I . ) I , , , / 11 I I , . I i I � I I / , , I ' , I " " ', I I � I I I I I I I I " I , "I �. I I I , i , i I . I I � � . � , " I , , /I / _.. I .11 11 / I I f I I I � 11 11. — I f 1 1 " � I "I . I . j ; . I I I . / I I . � I I 11 11 ­ --- "-- -- -- ­. LA, N 209B56', I , ,� �, �, — — 11 I I I I , T I I �'_ �� 11 I I , f I , I I I I , j I I ! I I I I I �, / / I I a I 11 , � . � — _ --- —1.1 1, . , � ,I 11 I — I I , i I / I, / I z � / " ,� , / �, , "'. m I i — -1 — � " I , — . / I I . I � 1. 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I . . I I I I I . I I . � - _________ I � I � -1 . I I - - . I I I � I . . . . 0 . . - - I � , I , � I : I . REV. . I I I DATE DESIGNER NO. � DESCRIPTION I .. APPROVED . DATE � — BY I I I 11 . . I I. . I � � I — — I I I I I I � I I � ,� . . I I , I , , . . ENGINEER I REVISION A . I � � . - . - : . I . 1, . , I I � — _______ ,_ — 11 � I . I . I \ "us] 11k, MV � � FRIAW.4 6 ///// - -,\ 7 ��f — 5 10 " _�4 10 4 — �4 C , \ 13 MR mWo A 16 / I SHEET INDEX N. T. S. I I . I I . . I . . I I I I I . I I . � - _________ I � I � -1 . I I - - . I I I � I . . . . 0 . . - - I � , I , � I : I . REV. . I I I DATE DESIGNER NO. � DESCRIPTION I .. APPROVED . DATE � — BY I I I 11 . . I I. . I � � I — — I I I I I I � I I � ,� . . I I , I , , . . ENGINEER I REVISION A . I � � . - . - : . I . 1, . , I I � — _______ ,_ — 11 � I . I . I \ "us] 11k, MV � � FRIAW.4 I El Co o-) CT) LD Lr7 CD Cl1 9 n) LL- CT) LOl 3 m L Ol O CO N D / CD W ' O O I. CO 67 C- W O CL 0 �NuiN DATE DESIGNER NO. 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Parkwa Manassas Va. 20109 Planners iG► REV. y ' Serve ors File Number DATE DESIGNER NO, DESCRIPTION APPROVED DATE BY-,AW('703) 369=--4933 FAX(703) 631-2834 y MAN F'P�2�U ENGINEER REVISION APPROVED BY: 3 /2 3( Ed* woll 2-z 11 2'z- 2( wo SUPERELEVATION TRANSITION TO CURVE LEFT ERIE - ---- ­­ ,FULLSUPER.. SUPERELEVATION TRANSITION TO CURVE RIGHT SUPERELEVATION TRANSITION TO CURVE'LEFT FULL SUPERELEVATION -e---�0.038 ul e=0.04 15 -1q -q8 ui NO. DA TE DESCRIPTION -z; ui D A TE DO REVISION BYI :z -.:T- c):z :z < Lu It fy- co W I_ Lu Lu fe tIED w - -- --- --------- -------- 71 w- .4 LW CL IL w n 0- C-0 -v LU a- m U-1 CL --- -- ---- ------- - 0q 7z:: - ---- ­­ -IT i 7-06-qb 77 I 2 15 -1q -q8 ............ . . ...... 77 NO. DA TE DESCRIPTION BY LNO: D A TE DO REVISION BYI -.:T- -- -------- - -- --- --------- -------- 71 --- -- ---- ------- - LL (D 7z:: CO 7- C'14 U-1 LL . .. .. .. .... ------- Lo LO .... .... 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DEN51TY MUST BE CERTIFIED BY A REG15TERED PROF-E55IONAL ENGINEER. VERTICAL HORIZONTAL E, GEN D ILLA. JR. GRAPHIC SCALE GRAPHIC SCALE NO. 08133 1?�,'METRS ('IN METERS, 0 0 1 2 4 5 10 D 5 10 20 30 50 ���lllllmlll M=6=EEMMNMNEI �ONAI- I 50 50QL, ENGINEERS SEAL & SIGNATURE 0+ 3-(O--qE5 ALL CURB INLET TOPS ARE ADJUSTED PER NEW CURB TYPES. LNO: D A TE DESi�-,RIPTION BYI 0+150 0+200 LEVI I S CLARK DRIVE GS -7 / 30.00r -h, R/W DESIGNED SPEED 70 KPH STANDARD TC -5 SUF"LKtLEVATION SEE TYPICAL SECT10N54 .1 ON� SHEET 2 0+250 0+300 0+350, NOTES: 1, ALL4'STORM SEWER STRUCTURES TO 14AVE 5TD. 15-1 RNLET SWAPING. 2. FILLMATERIAL UNDER UTILITIES MUST BE COMPACTED) TO q5%,,AS DETERMINED BY �METHOD "A" PER STANDARD PROCTOR AASHTO T--qq OR ASTM -1)08. DEN51TY MUST BE CERTIFIED BY A REG15TERED PROF-E55IONAL ENGINEER. VERTICAL HORIZONTAL E, GEN D ILLA. JR. GRAPHIC SCALE GRAPHIC SCALE NO. 08133 1?�,'METRS ('IN METERS, 0 0 1 2 4 5 10 D 5 10 20 30 50 ���lllllmlll M=6=EEMMNMNEI �ONAI- I 50 50QL, ENGINEERS SEAL & SIGNATURE 0+ a 3� 1, wo 3( 2E 12� CIA SUPERELEVATION TRANSITION TO NORMAL CROWN --- aw- .0 N.C. a-- SUPERELEVATION TRANSITION FULL SUPERELEVATION e=0.04 SUP ERELEVATION TO CURVE LEFT �.6 2% ,n TO CURVE RIGHT C121 Lu < L" co < w It it w It ry It cv_ Lu Lo -Izr III CL rn a- =I Lo =3 F_ LU a_ f?4 w CI_ + zn + u') + + C14 Q� Q) lz�>' SN - C3 Q> C!5 SN C;1 Nt R C5 _60- Co i En cn En �jn zxzr Ln En- Cq 1:T: 7i: Lo CN _Q) "q 17� Cq Z_ co'F rc-o-- -a, -si ED _1z>__ -, Q�l __ __ T___ Q> Q> Qm> <::1 Q> -i Q) Q) < LL (Y') 7 ------ C-0- 1c) a Cq- I -T --- - ---- - --- I --------- C�) cn L ----------- - M 'N -co ------ ____Co ---- ----- 7sr - < -1 - ---------- -- ----- - j- - ------- ------------ t2_1_ CID C11, -Ir cl_� (5� Lq Cq C9 Lo CN (75�1 Zw fri 1::� zr u- N In LQ �o to a cn --- --- cn ---- ----- - - --------- Ln - - ---- (3- CnI (1-) 0-) — - ----- - - --------- --- (N --- - ---- ------- (Y-) - - -- - - - ------------ cn- Lo --------- - - - ---- - - ---- ------ - ------ ------ Co "Co- ca - - ------------- -- Ln - - ----------- (zy- QF . . . . ...... -S, Ln Cq t -n ___Lo I — ------ t__ 4­ cn ZU, Ln oz� (NI Cq -co ED ED Cn __(n_ 4 U� IZ5 (7-- QT� __ 7T IZY C 4 CIA Z> r- c� i Lq Lr� -co _­�N 24 r IS, cn 0-) ("n rn rf) Cn cn rn cn Cq Cq cn_ Cn rq rq rq_ _si "T �n ------------ - ---------- Lo- C14 -------- -5:57 - ----- ----------- L -- ------ ------- - ----- - - ------ --- ------------------ - ----- ----- ---- ----- . .. ------ ------------ zt L_ - ­­­ � ----- 1_____1_-1 ----- _03 LLJ �-n M C14 ------- -- - ---------- -------- CN --- - ------- -- --------- CN co ------ Cq Ln -Ir L-0 ---------- ..... ------ -------- > -CC; rn - Co -Z-- - - -------- - - - -------- - 1-1111---l.- 11__­,�, --Z: C-4 -;r cn �n En C\4 - --------- - — ------ Lo "r ----- lz� LL- cy _Lr) CN L0 La. Ln L y: CN (-n Cn M Lct- m cn rn (to cn m rn M fn --------------- - to Lo LC (5-- C5_ to Ln - ---------- P .-V-1- ST� :F410 - ----- -------------- -1--- V. 0+600- P_.�� E tK _EV_ -148. qa - ------ ------- ------ --------- 5C -------- A:D -- - --- - - ---- - - ------- ---- -- - ---- --------- -- -- --- - --------- --- ------- ----- - ------ F, _K- A 40 �Z A __T . ...... . . vc r I Lu Lu :T_--PROp, GR A -- ----- _k,07M 1�4T ---OF- SA W cn - 44-9-P . ......... .. ....... 0 ------- 20 ------- - ------ - ------ ------- 2-()A -204 136- -T --------- -------- -- 22B q OAD --- ------ - ----- -- ----- -- LLI ----- ------.... ----- - --- -- -- ------ 1.0 T__ T -OF /A ...... ow . ....... ------ --- --- - --- - ---- -- 2 f j........ . . GRADE @ ---------- -- EX. 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IL LL, - ----- - ------- - ------ _E --------- /LL- E :z _lq Lo W Z to Lu E E < E L fr) EE E E E E Lo_ E - - ----- E E XW u1__u co -199 C III u - E t L6 — ------ 7,.q- C6 --- - -- - ------------ ------ ---- -- -- - — ------ - ----- -------------- ------ ------------- - --------- ------- --m --- -- - ------- -------- ----­-------------- ------- - ----- - ------ -___ . - ----- - - - ----- - --- -------- --- ------- - ---- --------- I _* - --- ------- ------ ------ --- ---- --- Lu - --------- (,i Lu -- - --- - ----------------- - ------------ - - ------ ---- -- -------- ------------ - -- I ------ -- -- — ------- - ------- -- - ------------- -------- to L (n ------------ -37 ----------- ttt--- t> > Lo — ------- ---- Lo It -7 LT to Lo :z :z > > L + N =I 4 0101 AM' L NO. DA TE DESCRIPTION BY [31) REVISION NO. DA TE DESCRIPTION 13Y OWN] LENIS t CLARK"oo." DRIVE GS -7 / 30.00m R/N DESIGNED SPEED = 70 KPH STANDARD TC -5 SUPERELEVATION SEE TYPICAL SECTIONS ON SHEET 2 0+(050 0+7001 0+750 NOTES: 1. MLL STORM SENER STRUCTURES TO HAVE STD. 15-1 INL.ET SHAPING. 2. FILL MATERIAL UNDER UTILITIES MUST BE COMPACTED 70 967. AS DETERMINED BY METHOD "A" PER STANDARD PROCTOR AASHTO T-qq OR, ASTN-[)6qB. DENSITY MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. VERTICAL �IORIZONTAL GRAPHIC SCALE GRAPHIC SCALE IN METERS IN METERS 1 0 0 1 2 3 4 5 10 0 5 10 20 30 40 50 1 50 1 : 500 �<�-x OZEANE/D. MILLM, JU�5 NO. 08133 61 . 0 NAL VM('_1MPVPQ QVAT 9, QUIXTATUDU I I 12 I )AV I WE uneexea by Date 11 -3-qT Scale H DRIZ. 1.506 VERT. 1:50 Is"_11kNpM File Nuniber MAkI 1D1D_-0/_/) I L�- 1,: 50 7o EUGENE 'D. MILLAR, JR.W 'NO.' 08133 40 50SSS' nmAl 1 500 ENGINEERSL SEAL & SIGNATURE I +UbU 1-+100 NOTES: I. ALL STORM SEWER STRUCTURES TO HAVE STD. 15-11 INLET SHAPING. LENIS 2 5 -1q -q8 REV. TAPERS PER VDOT DRIVE' NO. DATE DESCRIPTION BY NO. DATE DtD REVISION BY 1,: 50 7o EUGENE 'D. MILLAR, JR.W 'NO.' 08133 40 50SSS' nmAl 1 500 ENGINEERSL SEAL & SIGNATURE I +UbU 1-+100 NOTES: I. ALL STORM SEWER STRUCTURES TO HAVE STD. 15-11 INLET SHAPING. LENIS C�.ARK DRIVE' I — 3-(O--qB — ALL CURB INLET TOPS ARE ADJUSTED PER NEW CURB TYPES. NO. DATE DESCRIPTION BY 1,: 50 7o EUGENE 'D. MILLAR, JR.W 'NO.' 08133 40 50SSS' nmAl 1 500 ENGINEERSL SEAL & SIGNATURE I +UbU 1-+100 NOTES: I. ALL STORM SEWER STRUCTURES TO HAVE STD. 15-11 INLET SHAPING. LENIS C�.ARK DRIVE' 2. FILL MATERIAL UNDER UTILITIES MUST BE BY METHOD "A" PER STANDARD PROCTOR CONPACT-EID To q5% AS DETERMINED AASHTO T-qq,OR ASTM-[)(OqB. DENSITY MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. GS -7 30.00m -P,/N VERTICAL HORIZONTAL DESIGNED SPEED 70 KPH GRAPHIC SCALE GRAPHIC-- SCALE SEE, TYPICAL SECTIONS ON SHEET 2 IN METERS IN METERS 1 0 0 1 2 3 4 5 10 0 5 10 26, 30 1,: 50 7o EUGENE 'D. MILLAR, JR.W 'NO.' 08133 40 50SSS' nmAl 1 500 ENGINEERSL SEAL & SIGNATURE I 4 , N 12cl 128 127 12( 125 124 123 122 121 120 llq 118 117 11( 115 121 120 lid 118 117 I1( 115 114 1 i3 112 IIl 110 IN 108 NOTES: I. ALL STORM SEWER STRUCTURES TO HAVE STD. I5-1 INLET SHAPING. 2. FILL MATERIAL UNDER UTILITIES MUST BE COMPACTED TO q5% AS DETERMINED BY METHOD "A" PER STANDARD PROCTOR AASHTO T-qq OR ASTM -D698. DENSITY MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. CIO) EXOI 121 120 IIq ZADE PPE 118 117 II( 115 6' r 114 113 m 112 VE PE 111 110 IN 108 0+000 0+020 n,o clA 6 N N II N e , PROP. GRAD CL ; 0 PIPE 0 CL _ DATE 1 P I d NO. DATE D*D REVISION 1 , PROP. GRADE , 1 , �- EX. G1 EX. GRADE , , 1 j_ 9-CE-PIPE- ZE-P1PE-PRO r, r , r , , 1 1 1' PROP. . GRADE \ I 1 \ , �..__@CIL EX DUAL~ 6'x BOX CULVER EX. I (o.0 BCE -01 , \ ESE P 1 , DOUBLE 1.82m x 1.8r Pill: 2 BW 21 EM). , , , , 1 _._._.._.... PROP. GRA DE 1 d r , --------- - , . 1 , 1 , 1 , , --I vULo �m Lu -mm Lu — RCP 7.4m ­L S U__ U-1 (Z) Pc U o � � �r � — rnm_RLP @ 10.07. t_ _ ____-_T --------- z RAP M PLAN it 121 120 IIq ZADE PPE 118 117 II( 115 6' r 114 113 m 112 VE PE 111 110 IN 108 0+000 0+020 n,o clA 134 77- 133 132 :ADE PIPE 131 130 12q 128 450mm ) .80% 127 126 125 124 123 q. 122 121 120 0+000 0+020 ,d 16 15 15A i o 6 N N II N N CL 0 0 0 CL NO. DATE 1 BY NO. DATE D*D REVISION BY PROP. GRADE i EX. GRADE j_ 9-CE-PIPE- ZE-P1PE-PRO , , 1' PROP. . GRADE \ \ \ , �..__@CIL , , EX. GRADE EX. I @.._GL_ , \ ESE P 1 , CL III @ @ CL Pill: _....-.w , , , , 1 _._._.._.... PROP. GRA DE 1 d r , --------- - , . 1 , 1 , 1 , , --I vULo �m m -mm EX. 18" — RCP 7.4m ­L CMF-' I, it A A � 11 1, Pc III - Iran. C A5 III rnm_RLP @ 10.07. t_ _ ____-_T --------- OTCL I RI RAP M PLAN it Lo --j o o E oE F- .m t o crSCLT �— 0 l°J X o 08u -)E �y 11 _ II II N 11 It CL ZZ o I_ Ct E" --� vu7- o n. o O � it It z @ CL PIFE wit +z C) +o — o CL 134 77- 133 132 :ADE PIPE 131 130 12q 128 450mm ) .80% 127 126 125 124 123 q. 122 121 120 0+000 0+020 ,d 16 15 15A i o 6 N N N N N CL 0 0 0 CL NO. DATE 1 BY NO. DATE D*D REVISION BY i EX. GRADE j_ 9-CE-PIPE- ZE-P1PE-PRO PROP. . GRADE \ \ \ �..__@CIL , , EX. GRADE @.._GL_ \ ESE CL III @ @ CL Pill: _....-.w , , _._._.._.... PROP. GRA DE 1 --------- - . 1 , 1 , 1 i - 1 --I vULo �m m -mm (000mm RCP 7.4m ­L 37 ;III@I.8% it A A � 11 1, Pc III _ ® 1 , , __._J 1 it Lo --j o o E oE F- .m t o crSCLT �— 0 i rrio0 m o 08u -)E �y 11 _ II II N 11 It ++ ZZ ZZQZ 1 13(0 135 134 133 132 131 130 ,E E 12q 128 127 12( 1`25 'mm RCP 11.4q% 124 123 122 0+000 0+020 r Cl 8) ClA B) 0+000 1 0+020 11 1___ 3.7m VDO- RIPRAP F STD. EC -I I� 1' L I'L I' L 375mm RCP 11 @ 2.lq% 11 --,U)_ N m 11 N m II N CL CL 571�' 04pf�rp6G i /f:Fp11 CL NO. DATE 1 BY NO. DATE D*D REVISION BY i EX. GRADE j_ 9-CE-PIPE- ZE-P1PE-PRO PROP. . GRADE \ \ PIPE �..__@CIL EX. GRADE @.._GL_ 16.7m-375 m RCP CL III @ .q6% _....-.w , 1 --------- - . 1 , 1 , i - --I vULo �m m -mm rrr..._� 11 it A A � 11 1, II )` n = I _ ® 1 , , __._J 1 , , 1 , 1 1 , @ CL PIFE wit 1 , 1 q.- l(o.7m-315rhm CL Ili @ RCP .q2% E to X � II z 1 X „ y E E� _ m o Jm� �m j1-0Lo _ co rn 1 N 14) m m I o Lq Lo _ ____.. __ — _ oyy Q+ — 11 hl Il — oy oz It oy oz II 0+000 1 0+020 11 1___ 3.7m VDO- RIPRAP F STD. EC -I I� 1' L I'L I' L 375mm RCP 11 @ 2.lq% 11 1'< i0+000 0+020 0+040 S 144 143 142 141 140 131 138 137 13 (o 135 134 133 132 131 130 m 11 m II o 571�' 04pf�rp6G i /f:Fp11 NO. DATE DESCRIPTION BY NO. DATE D*D REVISION BY 1'< i0+000 0+020 0+040 S 144 143 142 141 140 131 138 137 13 (o 135 134 133 132 131 130 " 201 21A m 11 m II o I 3-6-q8 ALL CURB INLET TOPS ARE ADJUSTED PER NEW CURB TYPES. NO. DATE DESCRIPTION BY " 201 21A 0+000 0+020 jL 1 41998 DEWBERRY o EUGENE/A.fl AR, NO. 08133nnlnl MS'S m 11 m II o i EX. GRADE j_ 9-CE-PIPE- ZE-P1PE-PRO PROP. . GRADE \ \ PIPE �..__@CIL 16.7m-375 m RCP CL III @ .q6% _....-.w --------- - i - --I vULo �m m -mm rrr..._� 11 it A A � 11 1, II )` n = I _ ® Z > Z __._J 0+000 0+020 jL 1 41998 DEWBERRY o EUGENE/A.fl AR, NO. 08133nnlnl MS'S 37 38 39 40 . ...... . . .... it 11 y co 's ro 32 33 34 34A 34B 34C 35 35A 36 36A 36B 0) 40A 40B --F — --- I C) k0P. GRAPE IL . . ..... . iGB ------- ..... .... . .... ........ . .......... . .. . . ..... ..... - ----- . ..... CL -FIFE F- C> -co- _II . .. ....... . ..... cq L6 co 1_9 =L -- --- ----- z Lu :D 0 --------- -- ------ 0 177 0 cy- IG7 177 167 177 0- < - LLI < 176 IGG I G( 17(o 176 17 ...... . ........... ...... . - - -------- . . ........ . ... .... 175 IG5 175 . ... . . .... YR. WS =164.03 . ..... . . . ..... . ...... . ....... - - ------- - -- . ..... . . .... 174 1 7_ 174 174 -------- . .. . ..... .............. . ..... IG4 EX� G PIPE-j�, IG4 RADE CL . . ......... . . ....... . ... . ....... - ----- .173 IG3 163 . . . ..... 173 173 — ------ ---- — ----- / .. . . . .... . ----- - ........... — ------ . . ..... 172 ... . ------- 2 162 . .... 172 1 IG2 17 1�1 DE @1 CL PIPE PROP GR 1- ...... .... . .... .......... ..... ...... . . . ...... ...... . . . ... . .... . . ......... ............ . ........... . ........ -- - ------- . ...... f ........ . ........ . . . . ...... iirnj MIN. 8.0m -825m RCP COVER CL V @ 6. 34% . . .. . ........ - ------- - - - - ----- — ------ - . ....... . . ...... . .... . ...... . ...... ..... . . ........ . . . ..... . 171 . .... ISI 171 . .. ... )nn- 75mnli RCP (.,L III @ 11.33% ----------- . .... . - - ------- - `1 2RCP .311'U 0.3m 0 -70 170 I I L V @ q.o�% Al, Lt _4rn aMr ---I I I --la-v I IGO 170 160 GRAVE PROP. GRADE I .7m -375m CP 1 Gcl PIPE L I Gq EX, GRAD 159 1 Glq -0.53m C4 (s) CL PIPE__ --COVER- . .... . ------ - ------ - ------ . . .............. . .. . . ......... . .......... _-E EX. GRADE 0.3m NiN. I Fib - - ----- 1 IG8 168 158 G8 221 CSL 111 @5,151% @ CL PIPE I0r­nixIo .(om -Al-K BLANK (5E -.E TAIL, EH ET 7 ......... . T mm OP.GRATE 107 RN. @ CL PIPE 7m 15 PV( IG7 IG7 137 -5.0 25 p I I I @ 5.OQ% ... ............ - ------------ ------------ - -- tn- 5 rnm RCP @ EL. 1151-000 . ......... . ........... .... - - - ----- . ....... T-tE ------ T C CL III @ 3.45% I FOG . . ..... - - - ------- . . ........... - ------- IGG . ...... . ... . . .... ... . ..... - - ----- . ......... 166 -- ------ . .... .......... --- - - ----- __ I I'm VE9 ­ ---- - - . .... . IGG . ........ . ... 6 PROP GRADE RIP RAP PER I @ CL PIPE . .... ............ . . . . . . .......... 112 -375mm R�P lm-&�-omrn RCP :(L SPECIAL DESIGN I 38 . . ........ III @ 4.03 . . . . .......... . 2q.(o -450mm 1 i @ CL PIPE, 1 G 155, CL I I @ L63% G.Im F_ Q, '-RIP RAP PER 164 1 4 IG4 154 IG4 it N . ... . . .... . ..... . .... ... . ....... . ...... . - ----- . ....... (Im-375mm, RCP C) @ 3.75% . . . ...... . IG3 .... ...... . . ........... . ..... . . ...... -"-----I m I I F33 rn . ......... 153 1 G3 ---- - ------ - . . ........ . . ...... . . ....... - - ­-­ - - . . .... > E _E,E u- u- E E E— --E 162 U-) E It 1-0 r n I _-0 F It Lo E Lo Lo It to Lo to IG2 c� -E IS) E,- E �__C__ .-E E 152 152 IG2 E --I Lo F co u 'o t MLO it rn t Q3 'n 'Lo I -C) L _44 CY--- C-4 >( T <5 cs co ca it co (,n (37 0 -Z:-) -7,0 ry) tn Lf) m Lo C:F_ — ----- - co c I . c) Z aq QQ C) Lo ... . ...... . . . .... F21 2 . . ....... . ..... . . ..... . ... . ...... . .. . . ........ ­ . ... ...... ... ­­­ ­ ­­ 6 ­tl \& it cn Na . ....... It At it it it �'D I'D 1:3 it 11 co it It it M M Ii 11 \-D it 11 it 'Lo 'Lo Lo Lf) CC) _!_46 fa;� c-3 � 1 0 (Z) > <D 0 > > 9 \_Q > C) > G__Lo_ I + > > > > + + LU ty 'L 00 L + + + + >>> Q)__ - + '2� Z 791 + z :z :z + 6 — ��:K — — C) ---------- 0 -z> 1> :>z 0+000 0+020 0+040 0+060 0+000 0+020 0+000 0+020 0+040 0+060 0+000 0+020 0+040 0*OGO 0+080 0+000 0+020 IN ACCORDANCE WITH VDOT ROAD tf BRIDGE SPEC. 107.04 (STD=. PC -I), HEIGHT OF COVER > q.om PRINTED REQUIRES SPECIAL DESIGN CONCRETE PIPE USING METHOD "A" iBFDDING. JUL 1 4 1998 DEINBERRy DAVI NOTES: 1. ALL STORM SEWER STRUCTURES TO HAVE STD. IS-) INLET SHAPING. 2. FILL MATERIAL UNDER UTILITIES MUST BE COMPACTED To q5% AS DETERMINED T H BY METHOD "A" PER STANDARD PROCTOR AASflTO T -9q OR ASTM -DI If A DENSITY MUST BE CERTIFIED BY A REGISTERED PROFE55I0NAL ENGINEER, #A PER VDOT COMMEN-Tb: d/ lU J6 REV. TO EUGENE D. MILLER, JR. 2 5EEML YisE8%:FmlWy_ TO CL Y_ NO. I 5 -Ig -q8 --3370--34 TWV ALB, CO. SVC. AUTH. 08133 L Ta _T,_ —1 -1(,- —Y,- 0 /F 0- n �4!f NO. DATE DESCRIPTION BY 1 3-11 ALL CURB INLET TOPS ARE ADJUSTED PER NEW CURB TYPES. /ONAL DSD REVISION NO. DA TE DESCRIPTION BY MAN4- • CLR EX ADE ♦ O 11 LIII 1S 11 CP ii ♦ � i � co Ir ♦ ♦ gg 9889 • crr iy II i it • CLR EX ADE O 11 LIII 1S 11 CP ii � i � • CLR EX ADE O 11 U 1S 11 CP ii � i � co Ir • CLR EX ADE O 11 U 1S 11 9889 • • CLR EX ADE O 11 U 1S 11 0 co 0-) oj Lf-) m -C) C:n 3: -C) C -D F-- uo c\j EL CD 0-) LU D CD 0 - NOTES: I. ALL STORM SEWER STRUCTURES TO HAVE STD.' IS -1 INLET SHAPING. 2. FILL MATERIAL UNDER UTILITIES MUST BE COMPACTED TO q5% AS DETERMINED BY METHOD "A" PER STANDARD PROCTOR AASHTO T-qq OR ASTM-D(Oqb. DENSITY MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER, 52 53 54 551 133 ......... ......... ........... - . ......... .......... . .... .. ............ ............................ ................. ............ . .......... ............... C) 0 '�OL- Lo v C) 13.2 .......... ...... .................... . ........... 170 tj L132 < ......... . . ... . .............. ............ ........... tA ..... . ............ ........ IV . ...... . ... LL 0 QL U 0 a: CL C-4 < 0 Lu Lu 131 131 .................. 1 L�Ll Lt�' LH, LL' CL 130 I G8 130 'RADE PROP. @ C/L PIPE T 129 1 G 129 _ _ ___ _ _ __ _ _ . ............ 1 128 1 128 _ _ 0( 1( EX. GRAD x ........ . ..... 4 --- -------- 1 3 127 127 A ............ .. ............ .......... . ........ ............... ..... ....... ............. 10 YRI. Y 12(o i NSE=1251* 8412(o jj .... ....... .... . ..... ...................... 125 (o 3 125 PI . @ CL ... ........... . ....... ... .............. .... ............. ................. .. ........ 0,53tn I G2 1 2 4 1 24 cov R q(o a& m m x 3.0,4 m x 101) BOX OX �ULVERT 1.65% .......... ............... ..... . .............................. ..... .......... .... ..... . . . ................. ................. V dlOT STD. 50q OR !EQUIVALET �22 N 11 Gs ENTIL. -2fl AND TNOI BN- IN OR- MIJI VA L 123 I >1 1 23 TV40 B N (NOTE: I NGNALL ANGLE (ENGOTS HODIFIED, E AS SWONN V I EN ................. ............. PE ........... .... ....................... .............. ............. ...................... (BOX; CULVERT 15 TO BE, COU I TER UNK BY 0 15m 0.3 IN AS REQU I R It D BY THIS WETLAND LAND PERMIT -ONDITIONq) 1 (00 E 1 22 122 I m-� P5mm RCP i I I @ 3. L ... .. .. .. .. .. .. .. .. .. .. . . .. . ...................... .......... .. . .......... .. .... .. .. 1 2 1 121 I I A�rr i -525r im -P CL L_11.1_ CL 1 2 cz j ry -LLI E Lo 157 - ------------ L(IN, .. . .......... -X n W Q) r-- < 7 1 Q) >l< co 2 O Z.) X ..... . ....... . x T co LL - co :z E 155 x E CL E CL - - ------- - - - c-_ E Lu Lu Lo i L14 (fi E Lu x S) Lo Lo _j Lo c2t W S-- x to ca R E CD co u E UW ml11 1jil "r (INN T Lq ........... ............ ............. 4 . . .......... 14) it ry IN: RZ rq In > Z) > o rn :z + + + + + + oa-) 0 (1 c6 0 0 -Z- -ZII ........ . .... ..... it ... . ....... 0+000 0+020 0+040 0+000 0+020 0+040 0+060 0+080 L Li ILI t PIAT E D JUL 1 4 1998 & DAVIi DEVIIJBIERRY Vp, ,N 7wY NO. DATE DESCRIPTION BY NO. DATE D*D REVISION BY Q ALL CURB INLET TOPS ARE ADJUSTED PER NEW CURB TYPES. NO. DATE DESCRIPTION BY