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Home My WebLink AboutSDP199800043 Plan - As-built Final Site Plan and Comps. 1998-07-06A A 7 IV],,_JRS15 T SHEET GRID N. T. S. PHAf'�E I INFRASTRUCTURE M M M Albemarle. County, Virginia T R TSSUE JE, 1� L , T D -t MARCH 9, 1,998 RFi'ISZD: F SHEET INDEX Of* P_ XY I COVER SHEET 2.TYPICAL ROAD SECTIONS- GENERAL NOTES, LEGEND & 2-A. REVISION DATA SHEET .. ....... 1-15, GRADING PLAN .2 16GRADING PLAN & PROFILE: ROUTE 29 K�v ............ '17' ROUTE 29 INTX. SIGHT DISTANCE PROFILES .... .......... . .... ......... ... ....... ...... 18.-22. PROFILE: LEWIS CLARK DRIVE, ' WATERLINE .. .. ..................... . ............ ......... __ILEr' 13 ....... 21-28. STORM SEWER PRO'r . ......... ..... ...... N PROFILES 28A. WATERLINE PRO'r ............... 29.-31. SANITARY SEWER PROFILES . .......... ........ 34. STORM WATER MANAGEMENT POND DETAILS ..................... ...... .............. 35. GEOTECHNICAL REQUIREME . ........... .................. NTS '? - 36.-36A, EROSION & SILTATION CONTROL DETAIL 37.-48. PHASE I EROSION & SILTATION CONTROL PLAN 49.-60. PHASE_ 2 EROSION & SILTATION CONTROL PLAN '9' C -P p OVED Albemarle County Engineering & Public Works Date: TFile: VICINIY MAP AS -BUILT J By: Signature SCALE. 1.2500 En&ineer surveyor carriFie.�ar_ion for AsIbuilt --lans "'rhis physical Survey has lban reviewed, and in myFDRKTRD Dro _-3 Fessio-nal opl-�Ilon' based, Upon my knowled"Oe, and belief, tine design eiements measured by the p1hys-4cal u-�ty y 6 200 sr'comp! wi:-h approved'?-!'?-!'_sv plans. '--s rei Ew -Das nor imply in any way .hat' my lm1A. nsvecriori3 were made dur nil, s r 0 warta (2) to he qualiry off the r k , rig' (1) to any eleamen(: or s truc, ture not vi'Sil-ile cr dePi"d oil t'ne physical survey." w U6UVE P. MILLAR, JR, No. 08133 6 F H 13 S, E AL G 2 FffIF IES A5,43WILT ONLY X�k� GENERAL NOTES 1. THE PROPERTY DELINEATED HEREON IS LOCATED ON ALBEMARLE COUNTY TAX MAP NUMBERS 32-4B, 32-06,32-6A, 32---19, 32-2281, & 32--22132. 2. BOUNDARY SURVEY IS BY DEWBERRY & DAVIS. 3. TOPOGRAPHIC SURVEY IS BY AIR SURVEY CORP. 4. VERTICAL DATUM: USGS - NGS 29 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 COND11IONS PRIOR TO AN DURING CONSTRUCTION AND NOTIFY DEWBERRY & DAVIS AT (703 531-3430 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. 40 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 RESULT OF THE TEST HOLE FINDINGS, NOTIFY DEWBERRY & DAVIS AT 1703) 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 COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY METHOD A PER STANDARD PROCTOR AASHTO-T99 ASTM -D69$ OR VTM-1 AS APPLICABLE. DENSITY SHALL BE CERTIFIED BY A REGISTERb PROFESSIONAL_ ENGINEER AND RESULTS 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 COh�PACTED AT OPTIMUM MOISTUNE CONTENT, WITHIN A TOLERANCE OF 4 2.0% OF OPTIMUM. 13. ALL FINISHED GRADING SEEDING SODDING OR PAVING SHALL BE DONE IN SUCH A MANNER TCS PRECLUDE THE PONDING OF WATER ON THE SITE PARTICULARLY ADJACENT TO BUILDING AND STORM INLETS. 14' COVERS MANHOLE ADJUSTED OR COVERS AND AS BOXES ESARDY, 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 T'rIE CONSTRUCTION SITE. A REPRESENTATIVE OF THE DEVELOPER MUST BE AVAILABLE AT ALL TIMES. 113, 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. 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 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 RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE 'WORK SHOWN ON THESE PLANS, THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 22. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE DEVELOPER, THE CONTRACTOR, OR THEIR AGENTS OF ANY LEGAL RESPONSIBILITY WHICH MAY 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 FACILITIES SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS BY 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 SERVICE AUTHORITY, OR RIVANNA WATER SERVICE AUTHORITY) PRIOR TO CONSTRUCTION OF WATER AND/OR SANITARY SEWER LINES. INFORMATION SHOULD ALSO BE OBTAINED FROM THE APPROPRIATE AUTHORITY CONCERNING PERMITS, CUT SHEETS, AND CONNECTIONS TO EXISTING LINES. 269 CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. 27. THE DEVELOPER WILL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITIES WHICH IS REQUIRED 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 PLAN WILL BE PROTECTED IN ACCORDANCE WITH STATE LAW. IN THE EVENT GRAVESITES ARE DISCOVERED DURING CONSTRUCTION, THE APPROPRIATE COUNTY OFFICIAL MUST BE NOTIFIED IMMEDIATELY. ALL 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 (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 ROAD CONSTRUCTION (i.e. - PAVEMENT COURSES AND CURB & GUTTER), IN ACCORDANCE WITH THE STRIPING AND SIGNALIZATION PLAN. 32, PROVIDE 8m OVERBLAST FOR FUTURE CONNECTION TO ALL WATERLINE STUBOUTS & SANITARY 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.. 34, PROPOSED GAS LINE CONDUIT CROSSING SHOWNS HEREON ARE TO BE CONSTRUCTED & INSTALLED BY BY THE CONTRACTOR. IT IS THE CONTRAC'TOR'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 SOIL AREA IS DEFINED & APPROVED BY ALBEMARLE COUNTY D.P.W.. OF GAS CONDUIT INSTALLATION DURING CONSTRUCTION. 36. THE PROPOSED TWIN 6" PVC CONDUIT REQUIRED AT STATION LEWIS & CLARK DRIVE FOR THE PROPOSED UNDERGROUND ELECTRIC WILL BE INSTALLED BY RAPPAHANNOCK ELECTRIC. IT IS THIE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE INSTALLATION OF CONDUIT DURING ROAD CONSTRUCTION WITH THE ABOVE REFERENCED ENTITY. 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 EXISTING, GAS LINE PROPOSED GAS LINE PROPERTY LINE EASEMENT LINE CENTERLINE LIMITS OF CLEARING AND GRADING EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE wo ----.230 20 EX, E/P PROP, E/P EXEC G CG -6 - 1 T -_ T _ EX, 15' RCP PROP. 15" RCP - E - 12.0 125 �-� 15° OAK -AK FLOW LINE FENCELINE E- EXISTING UTILITY POLE GG G PROPOSED UTILITY POLE G - EXISTING WATERLINE W/ TEE - �� -- PROPOSED WATERLINE W/ TEE Wl•�-•i- G EXISTING FIRE HYDRANT I - PROPOSED FIRE HYDRANT T* 12.0 125 �-� 15° OAK -AK FLOW LINE FENCELINE x EXISTING UTILITY POLE _ PROPOSED UTILITY POLE c: wt:5 t,?tp7 fr+ �7J.At EXISTING WATERLINE W/ TEE - �� _ �I T! PROPOSED WATERLINE W/ TEE Wl•�-•i- c EXISTING FIRE HYDRANT I - PROPOSED FIRE HYDRANT T* EXISTING WATER VALVE- - PROPOSED WATER VALVE W PROPOSED WATER METER U EXISTING REDUCER - PROPOSED REDUCER > W STOP SIGN -� HANDICAP RAMP (CG-12)� DENOTES LOCATION OF STD VDOT CG -12 AND/OR JURISDICTIONAL ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. INHERE ANY STANDARD RAMP CONSTRUCTION Jr PARKING INDICATOR 112 INDICATES THE NUMBER OF TYPICAL PARKING SPACES (m) TEST PIT LOCATION IA - CRITICAL SLOPE P'.1=. SLOPES TO BE SEEDED, MULCHED & TACKED C\2 PURSUANT TO SECTIDN 1100.00 PRINCE WILLIAM 4 =xT COUNTY DESIGN & CONSTRUCTION STANDARDS MANUAL (BM -3) VEHICLES PER DAY COUNT 1Oto PROPOSED BUILDING ENTRANCE ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.,' EXISTING STREET LIGHT Q - PROPOSED STREET LIGHT - PROPOSED STREET NAME SIGN 50mm PROPOSED SANITARY LATERAL CLEANOUT 0+203.Gq SANITARY MANHOLE INDENTIFIER 1�2 STORM DRAIN STRUCTURE IDENTIFIER 118 , Lr'it-i- t�vir.��L i L tI1V t7iVili� 1 VKDGIJ SOIL OF PROPERLY PREPARED BEDDING DUCT BAT. SECTION NOT TO SCALE var. , 2m ,1.5m ,1.5m ,1.5m dote b C5-4 Side slopes (Typ. either side) Top of cut ditch per plans Ditch lining per plan Cut section typical both sides TYP. ) Cut Section ! '`� ---- 3m 2.Gn 1:50 1:50 2:1 max Note la 1:50 } R f of Right of I^lay I and Construction 15m 8.1m 4.3m - -Point of Finished Gr e� 1:50 �,/ 1/2' TYPICAL SECTION NOTES: I.a. CUT SLOPE IS 2:1 EXCEPT FOP, THE FOLLOWING LOCATIONS WHERE CUT SLOPE 15 3:1 LEFT SIDE STA. 0;-IqO TO 0+400 RIGHT 51DE STA. 0+465 TO 0+700 b. BACK SLOPE OF BERM DITCH TO BE INCREASED TO 2:1 FOR THE FOLLOWING STATION RANGES LEFT 51DE STA. 0+300 TO 0+340 RIGHT 51DE STA. 0+540 TO 0+700 2. DITCH GRADE AND FLOW LINE PER PLAN. LINE DITCH WITH 2.4m wide EC -2. 3. UD -4 CROSSES TO MEDIAN EDGE WHEN AT THE LOW SIDE OF SUPERELEVATION, 4. SIDEWALK OR TRAIL TO BE BUILT ALaIG LEWIS 4 CLARK DRIVE PER LANDSCAPE PLANS BY OTHERS. 5. PAVEMENT DESIGNS BASED ON CBR. OF 10. PAVEMENT DESIGNS TO BE REVISED PER ACTUAL SITE CBR'S. DESIGNS ARE SUBJECT TO CHANGE PER TOP COAT ALLOWANCE FOR CONSTRUCTION PHASING, 6. STONE MATERIAL SHALL EXTEND UNDER THE CURB AND GUTTER A MINIMUM OF G" BEYOND THE BACK OF CURB THE AGGREGATE THICKNESS UNDER THE CURB AND GUTTER SHALL BE THAT IN EXCESS OF THE DEPTH OF THE GUTTER FACE OR 4" WHICHEVER IS GREATER. 7. THE SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROADWAY TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMATION OF FALSE GUTTERS AND/OR PONDING OF WATER ON THE PAVEMENT. RTE 2q WIDENING 5HOWN REFLECTS INTERIM TURN LANE CONFIGURATION ONLY. S. RTE. 2q GUARDRAIL NOTE: SHOULDER. WIDTH TO BE INCREASED BY O.q m WHEN GUARDRAIL 15 REQUIRED ON THE RIGHT SIDE OF TRAFFIC. IN SUCH CASE, FACE OF GUARDRAIL IS AT NORMAL SHOULDER BREAKLINE OFFSET. FINAL LOCATION AND EXTENTS OF GUARDRAIL TO BE DETERMINED BY VDOT DURING FIELD INSPECTION. q. LEWIS t CLARK DRIVE GUARDRAIL NOTE: VDOT ROAD DESIGN MANUAL TABLE A -2 -IN INDICATES THAT GUARDRAIL MAY NOT BE REQUIRED ALONG LEWIS 4 CLARK DRIVE DUE TO CLEAR ZONES PROVIDED BEYOND THE TRAVELWAY EDGE. FINAL LOCATION AND EXTENTS OF GUA+RDRAIL TO BE DETERMINED BY VDOT DUPING FIELD INSPECTION. 10. SHOULDERS ALONG RTE. 2q ARE TO BE PAVED AS FOLLOWS: 50mm 51-1-2A OVER IOOmm 21B FOR Irn OFF E/P; IOOmm 216 FOR REMAINING 1.6m TO SHOULDER BREAKLINIE IL DITCH LINING FOR CS -4 SIDE SLOPE DITCH TO BE LINED WITH JUTE ME5H PER VDOT STND, EC -2 OR VDO)T CLASS I DRY PIP -RAP PER VDOT STND. EC -2, LINING TYPE AND LOCATION AS SHOWN IN PLAN VIEW. 11 M ANIHOLE VENT DETAIL NOT ro, R/W Cut Section 15m 3rn 8.1m 2.6m Gm PFG Note 4 Utility Corridor -PGL �,�CG-2 2: 1:50 1:50 1 max y Note la 1:50 C UL7 Underdrain�,..�� (Hlith MS -2) (Installl on low side of med. Fill Section' ti Fill SectionLL-LTalle o Course unless plans indicate otherwise. UD -4 Underdrain ! UD --4 Ensue gravel layer drains (To Be Installed on the Low Sub -Base I toward) UD trench at 2%.) , Side of Superelevation - Typical) imits of Subbase WIL Location LEWIS � CLARK DRIVE FULL SECTION R/W = 30m PROP V = 70 km/hr R/lel XIST SBL- = SURVEY R/W VARIABLE I! VARIABLE 24.38m 3.6m 2.4m - 72m 2,4mi 7.2m Cut Section 1 Orn r Gm 60 2:1 max CS -4 Side slopes Note la (Typ, either side) Top of cut ditch per plans Ditch lining per plan Fill Sect Note 6 1 1,5m Noie I Widening EX. SBL Note 10 Widenb Note 7 PFG dote 6 Note 7 1:12.5 1:50 �a� 1:12.5 1:50 PFG 4 I UD -4 Underdrain 50mm Bit, C�onc, Surface SM -2A ) 240mm Boase Course BM -2 I UD -4 Underdrain ` - 200mm Aggrregate Sub -Base 21B ROUTE 92 WIDENING R/VI = VARIES V = q0 km/hr )IBL I EX. NBL GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE ;SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL OIN HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECES53ARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITFH GENERAL 'NATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALLBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODIETIC SURVEY, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL 'WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LIENS, SERVICE LATERALS AND WATERLINES, ETC. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT V44ERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY OR AN ACCESS EASEMENT, IN WHICH CAS`,L THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UITILITY EASEMENT. 8. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE `?" THICK THERMA-CEL PIPE INSULATION IN 3'X4' SHEETS AS MANUFACTURED BY NCAfACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT 'i"HDNI PARALLEL. 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1--3/4- HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TIO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 11, CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSION GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT ET CERTIFICATION APPLIES TO. 12, VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 13, ALL DOGHOUSE MANHOLES CONSTRUCTED OVER EXISTINGSEWER MAINS SHALL CONFORM TO THE FOLLOWING NOTES: A.) THE EXISTING SEWER LINE SHALL BE ADEQUATELY S3UPPORTED DURING ALL PHASES OF THE EXCAVATION AND CONSTRUCTION TO PREVENT IDAMAGE TO OR DEFLECTION OF THE SEWER � AIN. B.) ALL MANHOLES BUILT OVER EXISTING SEWER LINES ;SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REFERENCED SPECIFICATIONS AND WILL BEE TESTED, FULLY INSPECTED, AND APPROVED PRIOR TO THE OPENING OF THE EXISTINCG SEWER FOR ACCEPTANCE OF SEWAGE FLOW. 14, ALL MANHOLES WITH A DEPTH GREATER THAN '10' SHAVLL HAVE A PLATFORM INSIDE TO COMPLY WITH OSHA STANDARDS. 15. VENTS ARE TO BE INSTALLED IN THE EXISTING MANHOLES AT NO GREATER THAN 300 METER INTERVALS THROUGHOUT THE WATER TIGHT SEGMENTS. VENTS CAN EXTEND ABOVE THE 100 YEAR FLOOD ELEVATION OR UTILIZE A FLOAT CHECK VALVE ASSEMBLY, REQUIRES VENTS WITH, FLOAT CHECK VALVE: EX. S-15, EX. 5-11, S-24.111. SEE DETAIL THIS SHEET. 16. PIPE DISTANCES & SLOPES FOR SANITARY RUNS ARE {CALCULATED FROM EDGE OF MANHOLE TO EDGE OF MANHOLE. R/W 5 16 18/98 1 REV. DUCTBANK DETAIL PER VEPCD ITWV NO. DATE DESCRIP71ON BY DSD REVISION U2 a? _ c: wt:5 t,?tp7 fr+ �7J.At ALBEMARLE COUNTY ENGINEERING c R/W j' 4- v itiS�CT - -+ e- � 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING ;..4 WIDTH id e Lir CONNECTION TO ANY EXISTING ROADS, A PERMIT SHALL BE OBTAINED FROM THE SUBBASE l 17 it f----- VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT r.i ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. INHERE ANY (511-2A) Jr _ DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. (m) 2. P'.1=. C\2 4 =xT BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF (BM -3) P) f 4 0+000.00 ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.,' 30 l 6.5 200mm 240mm 50mm co M ANIHOLE VENT DETAIL NOT ro, R/W Cut Section 15m 3rn 8.1m 2.6m Gm PFG Note 4 Utility Corridor -PGL �,�CG-2 2: 1:50 1:50 1 max y Note la 1:50 C UL7 Underdrain�,..�� (Hlith MS -2) (Installl on low side of med. Fill Section' ti Fill SectionLL-LTalle o Course unless plans indicate otherwise. UD -4 Underdrain ! UD --4 Ensue gravel layer drains (To Be Installed on the Low Sub -Base I toward) UD trench at 2%.) , Side of Superelevation - Typical) imits of Subbase WIL Location LEWIS � CLARK DRIVE FULL SECTION R/W = 30m PROP V = 70 km/hr R/lel XIST SBL- = SURVEY R/W VARIABLE I! VARIABLE 24.38m 3.6m 2.4m - 72m 2,4mi 7.2m Cut Section 1 Orn r Gm 60 2:1 max CS -4 Side slopes Note la (Typ, either side) Top of cut ditch per plans Ditch lining per plan Fill Sect Note 6 1 1,5m Noie I Widening EX. SBL Note 10 Widenb Note 7 PFG dote 6 Note 7 1:12.5 1:50 �a� 1:12.5 1:50 PFG 4 I UD -4 Underdrain 50mm Bit, C�onc, Surface SM -2A ) 240mm Boase Course BM -2 I UD -4 Underdrain ` - 200mm Aggrregate Sub -Base 21B ROUTE 92 WIDENING R/VI = VARIES V = q0 km/hr )IBL I EX. NBL GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE ;SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL OIN HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECES53ARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITFH GENERAL 'NATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALLBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODIETIC SURVEY, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL 'WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LIENS, SERVICE LATERALS AND WATERLINES, ETC. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT V44ERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY OR AN ACCESS EASEMENT, IN WHICH CAS`,L THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UITILITY EASEMENT. 8. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE `?" THICK THERMA-CEL PIPE INSULATION IN 3'X4' SHEETS AS MANUFACTURED BY NCAfACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT 'i"HDNI PARALLEL. 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1--3/4- HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TIO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 11, CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSION GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT ET CERTIFICATION APPLIES TO. 12, VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 13, ALL DOGHOUSE MANHOLES CONSTRUCTED OVER EXISTINGSEWER MAINS SHALL CONFORM TO THE FOLLOWING NOTES: A.) THE EXISTING SEWER LINE SHALL BE ADEQUATELY S3UPPORTED DURING ALL PHASES OF THE EXCAVATION AND CONSTRUCTION TO PREVENT IDAMAGE TO OR DEFLECTION OF THE SEWER � AIN. B.) ALL MANHOLES BUILT OVER EXISTING SEWER LINES ;SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REFERENCED SPECIFICATIONS AND WILL BEE TESTED, FULLY INSPECTED, AND APPROVED PRIOR TO THE OPENING OF THE EXISTINCG SEWER FOR ACCEPTANCE OF SEWAGE FLOW. 14, ALL MANHOLES WITH A DEPTH GREATER THAN '10' SHAVLL HAVE A PLATFORM INSIDE TO COMPLY WITH OSHA STANDARDS. 15. VENTS ARE TO BE INSTALLED IN THE EXISTING MANHOLES AT NO GREATER THAN 300 METER INTERVALS THROUGHOUT THE WATER TIGHT SEGMENTS. VENTS CAN EXTEND ABOVE THE 100 YEAR FLOOD ELEVATION OR UTILIZE A FLOAT CHECK VALVE ASSEMBLY, REQUIRES VENTS WITH, FLOAT CHECK VALVE: EX. S-15, EX. 5-11, S-24.111. SEE DETAIL THIS SHEET. 16. PIPE DISTANCES & SLOPES FOR SANITARY RUNS ARE {CALCULATED FROM EDGE OF MANHOLE TO EDGE OF MANHOLE. R/W 5 16 18/98 1 REV. DUCTBANK DETAIL PER VEPCD ITWV NO. DATE DESCRIP71ON BY DSD REVISION PAVEMENT TABULATION FIEB 1 6 2000 U2 a? &n TYPE i ALBEMARLE COUNTY ENGINEERING R/W GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS -+ e- (1311-2) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING ;..4 WIDTH V CONNECTION TO ANY EXISTING ROADS, A PERMIT SHALL BE OBTAINED FROM THE SUBBASE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT AGG. BASE ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. INHERE ANY (511-2A) �+ (rn) DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. (m) 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL C\2 BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF (BM -3) !° LEVNIS � CLARK DRIVE FULL SECTION 0+000.00 ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.,' 30 l 6.5 200mm 240mm 50mm co 0+203.Gq 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT 70 6.5 200 240rnm SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE LEWI15 t CLARK DRIVE FULL SECTION to I 1+655.11 30 INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTIONI 6.5 200mm 240mm I 50mm INDUSTRY (29 CFR PART 1926).co 0+765.00 1+162.65 GO + qO 10.5 200mm 240rnm 50mm 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE r4 _ WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY co CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL, THREE �+ (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF '10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR 'WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE r OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. , 8, GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND co 0 APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN 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 BE . , INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. a} 9. 'WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAWED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12 A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE ALL RESIDENTIAL SUBDIVISION STREETS, ADDITIONAL CLEAR ZONE MAY 4fA 60 MAINTAINED ON C) BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH y` SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO . EXCEPTIONS WILL NOT BE ALLOWED. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR "ALBEMARLE INSTALLATION SHALL CONFORM TO COUNTY STREET NAME SIGN REQUIREMENTS.' THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. 15. ROAD PLAN APPROVAL. IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER OT PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES & VDOT WORK SAFETY. 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. THE ;PEED LIMIT IS TO BE POSTED 5 MPH BELOW THE DESIGN SPEED. o a ell �4 a 4-;' SITE TABULATION: RESIDUE AREA "A" 1,227,323 SQUARE METERS RESIDUE AREA "B" 7%,171 SQUARE METERS "C"" RESIDUE AREA 157q SQUARE METERS (TO BE RETAINED BY FEE TITLE OVINER) TOTAL STREET DED. 53,544 SQUARE METERS � NOTES:" 1. THE ABOVE TABULATION ASSUMES THAT THE CON50LIDATION PLAT PREPARED BY DEWBERRY t DAVIS DATED 7-20-q7 HAS BEEN PREVIOUSLY RECORDED BY T14E OWNER. � PRIIN li R PAVEMENT TABULATION FIEB 1 6 2000 . # rf iG TN�vT.V. I � '3/13/gb D.B �E�!'G/ F�IE�b. ILLAR; NO. 1 08133 S DATE DESIGNER+lO, DESCRIPTION ENGINEERS SEAL & SIGNATURE FOR lig FOWA-il �i PURPOSES ONLY. Date % 11-3-q7 .Scale NTS N/A Plan Number Zoned PIP Sheet of (0 File Number NAN-PP- TYPE i BASE R/W t121B (1311-2) SURFACE STREET NAME STA. TO STA, WIDTH V CZ SUBBASE AGG. BASE OR (511-2A) (rn) (krn/hr) (m) MATERIAL (BM -3) LEVNIS � CLARK DRIVE FULL SECTION 0+000.00 0+155.27 30 70 6.5 200mm 240mm 50mm LEI4115 t CLARK DRIVE FULL SECTION 0+203.Gq 0+742.43 30 70 6.5 200 240rnm 50mm LEWI15 t CLARK DRIVE FULL SECTION 0+742.43 1+655.11 30 70 6.5 200mm 240mm I 50mm U•S. RTE. 2q 0+765.00 1+162.65 GO + qO 10.5 200mm 240rnm 50mm . # rf iG TN�vT.V. I � '3/13/gb D.B �E�!'G/ F�IE�b. ILLAR; NO. 1 08133 S DATE DESIGNER+lO, DESCRIPTION ENGINEERS SEAL & SIGNATURE FOR lig FOWA-il �i PURPOSES ONLY. Date % 11-3-q7 .Scale NTS N/A Plan Number Zoned PIP Sheet of (0 File Number NAN-PP- LLI LLJ 3 4. A 20L700 X E L FFUT IPA TIJ URE ER f --p C EL Rr '�A - �o �A_ U I A)��p Wrt) RE X 100- -YRT- - 'QQD- LIMJJS'- FL LJu 7- A 11 C L, CURVE /QATA' A& ---- -- 243.�Om' R -64m T . ........ SUPER=Q;04 _F1( LOC, -3 - -- � - I -TIO 112P.'111 YR, DOOD" LIMIT z -16 GR, AEYINO�-, IN ---- --- DR� qR4 M T - --- ------ V4�ejV Iq -/v .......... ER L -4,5s 4)�I, 6 R06 Nup tv t11T uly 'CIO-'rR. FL L 47 1p /y EW ..DELINE L.Li �AN DS W p -PROP. IOOYR. IANENI' DRAINAGE LLJ ENE� L I F'Al _Lj r7 APPPROX LQC-.,-PPOP ... 04AL CLEARJING ELEC -,"ro-,Bf IN SE KAH !��300rnrnxjv LEC PE DINENT EN NO-JFE' --BASIN SB -i 1EE A -5m Stm E�m't -"OUNbA W-1 L .............. L 77- - ------------ 12 AK'L W _4z Y Q0 _7 _Z� (/urb w v 0 EX I _171 - ,`7 IZ5 ��77 V �\N '375 .............. '. V IF z 1-fo A 3 ... . .... . . DELIIN'E�Tb VLxfl-1 "C ETLAND I k -H -LINI R R 0�1 IP, AP NQ 1 rr-UUIK 3EID I N, ENI T INTERCEPTOR DITCH R 8 - CU 300.60 -VWT STD, CLI-' R' - D_RY- RIp-R-Ap CL�-CU VE DATA 14� -,T 3, rj ��7 LW N,, IC -1 IYFCA-LINW� �01501V 2jq �5 /L =Z206�5066: R .46 m. x 34 cir SUPER r L T 1Z J1 _U --SUPER-' .04 Q-1, A -4 f 00 -4— >/ /At YN IL LOT" 1`1 CAONPUIT-57UBOUTS FOR FUTURE INTERSECTION -SIGNALIZATION -4 f -ARE TO BE -RIOR- TO -ROAD CdISTRUCTION(Le. -IN5TALLED P &2 J" VEMENT COUP SES AND CURB $GUTTER) IN ACCORDAN_ WITH T14E STRJPJNG_ ANa 5IGNALIZATION PLA'N. /e, i �N �j 12 9, 3 (j v f V" i V it V % % W6 -V f J 14 f+ 16 SHEETINDEX N.T.S. F UR k-) I I U �_\ I IUIN GRAPHICi SCALE IN METERS 0 5 10 20 30 40 mnm� I N 1 U` V, RTH 1 : 500 DE�NOTCES) AS -BUILT INF -0 I RMATION I it- 4,k 4 X_- �v �H MIL AR' R. NO. 08133 0. C) 0 Q L —I Q0 L -1i LLJ (f) �i cr! ;_4 Q) Q) v IQ 0 3-6-qb D.B. / T.V. I REV. GRADING FOR 41 -LANE DESIGN, REV. CG -7 t CG -3 T(O CG -(o 4 CG -3 frCm n- w a; I tc, za v 1 L4! 0 4 RESPECTIVELY. REV. 5TN. STIR, 6A TO (GB PER VDOT--' DATE DESIGNER NO. DESCRIPTHON DESCRIPTION DATE ENGINEER REVISION APPROVED BY: D$D REVISION F UR k-) I I U �_\ I IUIN GRAPHICi SCALE IN METERS 0 5 10 20 30 40 mnm� I N 1 U` V, RTH 1 : 500 DE�NOTCES) AS -BUILT INF -0 I RMATION I it- 4,k 4 X_- �v �H MIL AR' R. NO. 08133 0. C) 0 Q L —I Q0 L -1i LLJ (f) �i cr! ;_4 Q) Q) v IQ 0 3-6-qb D.B. / T.V. I REV. GRADING FOR 41 -LANE DESIGN, REV. CG -7 t CG -3 T(O CG -(o 4 CG -3 RESPECTIVELY. DATE DESIGNER NO. DESCRIPTHON REV. APPROVED BY DATE ENGINEER REVISION APPROVED BY: F UR k-) I I U �_\ I IUIN GRAPHICi SCALE IN METERS 0 5 10 20 30 40 mnm� I N 1 U` V, RTH 1 : 500 DE�NOTCES) AS -BUILT INF -0 I RMATION I it- 4,k 4 X_- �v �H MIL AR' R. NO. 08133 0. C) 0 Q L —I Q0 L -1i LLJ (f) �i cr! ;_4 Q) Q) v IQ 0 i p C AN T 641 � -61, FEB 1 6 2000 1 L � (BERGY il� b EINGINEEFS SEAL & SIGNATURE a WUW#.Ul Date -11-3-q7 Scale 1:500 lan Number Zoned PD -1p Sheet 3 of File Number MAN—PP260 W, i p C AN T 641 � -61, FEB 1 6 2000 1 L � (BERGY il� b EINGINEEFS SEAL & SIGNATURE a WUW#.Ul Date -11-3-q7 Scale 1:500 lan Number Zoned PD -1p Sheet 3 of File Number MAN—PP260 � �11 J -_ ___ . - � __ I . . 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C.) bx M " �� _1,4 - �-5 _<r� w P., Cn I � I i I �� . �1�1 I - - - - - . ..... - kkkk I "I'll u, - . 11� � . � - - 1� ,� .. ,,, "I i � I � I i I V+ 4 AhVi`lt FIF81 6 2000 WERR"Y �k 1� ENGINEERS SEAL & SIGNATURE a ows-4 y Scale 1-500 Plom Number / , , , I [14 r 6 [14 SHEETINDEX N.T.Q. 6 10 SHEETINDEX N.T.Q. MIT IVIM I l,rl LINL JLL J)MLL I I u APPICH? -F -2+1 C, -7s - K6V I K) W(z: fjW- D.B. / T.V. 2 5-iq-q;3 REV. TAPER LE M5 FOP, DECUL LANF-5 PER VQ0T TWV NO. DATE DESCRIPTION BY REV. CG -7 t CG -3 'TO CG -6 t CG -3 DSD REV1510*1'4 MIT IVIM I l,rl LINL JLL J)MLL I I u �)� GRAPHIC SCALE __ I DENO-FES AS -BUILT INFORMATION T'H Op MILLAR, JR. No. 08,133 /oNAL ENGINEERS SEAL & SIGNATUPE 3-6-qb D.B. / T.V. I REV. GRADING FOR 4 -LANE DE5191,_ F-4 ell, 0_0 REV. CG -7 t CG -3 'TO CG -6 t CG -3 E-4 RESPECTIVELY. P4 DATE DESIGNER NO. DESCRIP'TION REV. BY APPROVED DATE ENGINEER REVISION APPROVED BY, �)� GRAPHIC SCALE __ I DENO-FES AS -BUILT INFORMATION T'H Op MILLAR, JR. No. 08,133 /oNAL ENGINEERS SEAL & SIGNATUPE 2000 CA e Date 11 -3-q7 Scale 1.500 Plan Number File Number MAN -PP260 F-4 ell, 0_0 E-4 P4 -73 0 CD CD IN 4 2000 CA e Date 11 -3-q7 Scale 1.500 Plan Number File Number MAN -PP260 000 , \ � ` _WP1 57 Oro #57 STONE WRAP ENTIRELY IN )C FILTER FABRIC 17 Q) EX. GROUND AT DOWNSTREAM FACE OF BLANKET 201800 L�IN 01800 SLOPE 1 Blanket � to be excavated into und�[u�b*d oorU� and ou//v� � ' OF PAD "--SOLID CAP ON u�oo must encompass oU points of spring water exit.TOWARD END3 (TYP\ ^ // / / » 2 Compact roadway M|| in standard manner overb|onkot ��| -_---` ` � - v`xn rn� I Dimensions and upocdoot�nu �r blanket drain from � & R. / `--WYE-SHAPED 150mm PERFERATED \ ' k q� LN � PVC DRAINS, 5m EA. LEG \` \ 15TOO_\�'~^ --7m SOLID 150mm PVC / DRAIN PIPE. TIE T0 STR� JD \ ~ 'xi7*e5 / - ' ---7a6 ' �� EL l57� / 000 / az� —/ . ^ / ^ \ / \ \ r` |ISOMETRIC .,\/E�V zrr�a 57 IN 41 X, 177 15 X 175.65 j, 4t5 IT X 175,310 L0 , L11 ' ][ ARC 67 C/L FUTURE EL � ^ ^ LLJ LJ �� _� �] CON TRACTOR, SEE GENERAL NOTE 34) ftk IAI 7525 &�i OVERBL-AS r- _141 - f i3 75 X 09 39 1721,35 X qfi fill FEB 1 6, 2000 THIS �HEET), p(_ If 40 MA-TCH LINE SEE SHEET 7 / / / .~ / N.T.S. 10 / / / .~ / N.T.S. ` � � �| [�T��TJT� ��T� GRAPHIC ^��" ,�`'�`^�� ( DV METERS ) , ° m o o m en ru 40 so 1 '�0R NO R11 ' '- ^ `~~ U HI � � � D��OT�� AS—BUILT I@(l�7k�AT|(lN �_ �._~ ~ ~~.�� IF ~.. ~ oo � / Plan Number Zoned -10 J 1 08133 Sheet (0 of 0 Ffle Number ENGINEERS SEAL SIGNATURE NAN-PP260 � 349-% —D.B. / TY. I REV. GRADING FOR 44 -LANE DESIGN, EER VQQT NO. DA TE DESCRIPTION BY M REVISION ` � � �| [�T��TJT� ��T� GRAPHIC ^��" ,�`'�`^�� ( DV METERS ) , ° m o o m en ru 40 so 1 '�0R NO R11 ' '- ^ `~~ U HI � � � D��OT�� AS—BUILT I@(l�7k�AT|(lN �_ �._~ ~ ~~.�� IF ~.. ~ oo � / Plan Number Zoned -10 J 1 08133 Sheet (0 of 0 Ffle Number ENGINEERS SEAL SIGNATURE NAN-PP260 � 349-% —D.B. / TY. I REV. GRADING FOR 44 -LANE DESIGN, DATE DESIGNER NO. DESCRIPT40N REV BY APPROVED DATE ENGINEER RZEVISION APPROVED B Y: ` � � �| [�T��TJT� ��T� GRAPHIC ^��" ,�`'�`^�� ( DV METERS ) , ° m o o m en ru 40 so 1 '�0R NO R11 ' '- ^ `~~ U HI � � � D��OT�� AS—BUILT I@(l�7k�AT|(lN �_ �._~ ~ ~~.�� IF ~.. ~ oo � / Plan Number Zoned -10 J 1 08133 Sheet (0 of 0 Ffle Number ENGINEERS SEAL SIGNATURE NAN-PP260 � / Plan Number Zoned -10 J 1 08133 Sheet (0 of 0 Ffle Number ENGINEERS SEAL SIGNATURE NAN-PP260 � MATCH LINE SEE SHEET 6 .. I , 11 I I � . 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TAPER EENGTHS R DECEL LANES PER VQa DESCRIPTION . -, -1 ____-I BY . ------- ---I- __ ND REVISION I I - � I I '11� T' /0 . I In �D ... I I A/ e 1P I . GRAI HIC SCALE I I L// Al /, , 'I, I'll . k(3 I t�;,J. 4 I , z - � 0, I Lly�,V_ � ;11 ( 111� METERS ) FEIJGEN�, *� IL , JR. _� 0 ' 10 0 5 10 20 30 40 50 / �_ I I I U/ ;) N 6. ' i I ____ ___ I I ,� 1 ,3 i ; 08133 ,_ , - , .;p11 le , y , 0 es' / -4 1, I 1 - � __ ;�^ -v I I -\ 1 : 500 f I 's, � NU'--'RTH '-S'/ ONAL . � . F______1 HNOTIES AS -`BUILT INF -W? I MATION I � ENGINEERS SEAL & SIGNATURE un , , ''.....- Date 11 -3-q7 1IM Plan Number File Number MAN-PP260 __ . 3-6-% D.B. / T.V. I , REV. GRADII4G FOR 4-LA'IqE DESIG�I, REV. CG -7 0, CG -3 TO CG -(o � CG -3 I I RESPECTIVELY. - . DATE DESIGNER I NO, DESCRIPTION REV,, APPROVED BY DATE ENGINEER - REVISION APPROVED B Y: I ___ - I I - � I I '11� T' /0 . I In �D ... I I A/ e 1P I . GRAI HIC SCALE I I L// Al /, , 'I, I'll . k(3 I t�;,J. 4 I , z - � 0, I Lly�,V_ � ;11 ( 111� METERS ) FEIJGEN�, *� IL , JR. _� 0 ' 10 0 5 10 20 30 40 50 / �_ I I I U/ ;) N 6. ' i I ____ ___ I I ,� 1 ,3 i ; 08133 ,_ , - , .;p11 le , y , 0 es' / -4 1, I 1 - � __ ;�^ -v I I -\ 1 : 500 f I 's, � NU'--'RTH '-S'/ ONAL . � . F______1 HNOTIES AS -`BUILT INF -W? I MATION I � ENGINEERS SEAL & SIGNATURE un , , ''.....- Date 11 -3-q7 1IM Plan Number File Number MAN-PP260 MADCH LINE SEE SHEET 10 tv :z 14'7 X 1- T_ Lrl Fi E C, -ME < 7�f' - , , ., I 0 Ep,��FR < -7 T JMI 1 1,25 4 r, YR W-0 U- -S F 14835 LLJ R I C-Ol V FR`AME AN OLE N�OLF Tat -WA ------ r- - BE-_/kATER' '14/ - ----- K &N�-fl j L) A I 1\1 A (.::r L t b I -I' I p E W-10LE p (�OVE F RAII -7 0 0� 1W T C, BE TIG T WH H FLOAT CHECK VALVE REQ'D < VtN TT_ TAIL __x I N I Tz -C--LEARING_---_ < oc < FLOW CHArjNtL OF GO fFTEi ooq?�_i G, 5TI LING E3 ff-OP OF 0 (�ON 0-2-ff-PEINFO CEI 7R;TEJ HAL X EX. 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"M ' Alibi 1 Iiii EU, EN�/ I L JR. �4 NO� 08133 ��NAL 10 FICH FF8 '1 6 2000 ifBER"lY �& k� , Drawn ENGINEERS SEATL & SIGNATUFE Desi,ome 0 Date 11-3-q-7 ,Scale 1:500 File Niumber smm�� 0 MATCH LINE SEE SHEET 5 f t --- ------- ff f r[ELD"DEONEATED -- - -------- M, Lo s WETL 'N -20J55d, x - - --- --- --- - --- --- ---- - ---- --- ---- ----- - -------- --------- ------ r y. it 5 t - ---- --- < !Jill 3 r ---- --- ---- --- ------ .... ........... tt------ ---- .... ------ -- - - - - - - -- - -- -------- . ..... .. . . .... rl L_j_j if 4 A 5 Ld rr -C N 201450 x Ld ---- ---- --- It FUTURE PARCEL • ... -- ----- ---------- LD DELI N EATED -- ------- ---- - - FIE ----------- - iW)ETLAND� .....%---- ---- ---- I LLJ Ld ------- --- ----- ------- ----- --- --- __j fz i - - ---- ---- f < - - - --------- ---- --- --- --- f t. Luj N 201350 --- ---- ---- ----- ------- ----- ----- -- ------- J. ilW - - ---- -------- f , f 6 2000 Irv_ .... ...... It Y A PS . ......... . ...... �j . .. .... A, A, A, A, A, A, A, A, A, ------ ------ - MATCH LINE SEE SHEET 9 K, SHEET INDEX N.T.S. rzzl� GRAPHIC SCALE FOR IWORMATIO�l PURPOSES U 4. EUGENUID. P ILLAR, JR. 4 NO. 08133 /n&IAI ry DATE DESIGNER NO. DESCREPTION REV. BY APPROVED DATE ENGINEER REVISION APPROVED BY- rzzl� GRAPHIC SCALE FOR IWORMATIO�l PURPOSES U 4. EUGENUID. P ILLAR, JR. 4 NO. 08133 /n&IAI a Date 11-3-q7 Scale 1.500 Plan Number @*4 zwfflsz� ry ,I ry�F WRI a Date 11-3-q7 Scale 1.500 Plan Number @*4 zwfflsz� ry a Date 11-3-q7 Scale 1.500 Plan Number @*4 zwfflsz� � 9 MATCH LINE SEE SHEET 4 IT if 3— IT IT � I I , _ 91 it" yX�JI i /FT, el, x4 Jr LO'n- --t-air it N 201 00 F J' fit, 1,24.b if f T, S `fir r y IT ff ---- ------ -- "k f I I " I I / If G, ryIr -7- /7 Z V fl �T, /Vol' nr (6< f Irr f f IT `Myi FIELD DELINEATED z, ti WETLANDS f I C x 12620 fff T, Ldittx. FRAME TO BE 41ANHOLE COVER it LLJ fIr P'tt, it ji f fi "T j IT f I Tr` 1, r `If L1 /fs 'N WATERTIGHT it r JrA b6HOUSE MANHOLE /T", f r J'-7 tifi 'Z`tf SEE GENERAL SEWER f _z IT It Lj_1 �j NO #13, SHEET ? 'T t 1r T�l r? i p , �, ", , i I I 1 1 f 56m2. VDOT STD. EC -1 r r R r III RIPRAP ;fI. CLIr ItrL I 'JT- - IT T YtCl` I jr T IT IT Ir IT sy 6 if ��,Cf T,� j VX Ap0rU Oe �a, -Iit "'o i/ I iZ, orl A 4 N AS T <r I 'Super Fr T N ITtj r _iT, T, f Z TY - ---- --- --- ---- �X 01 TriO it "T f It I if 4"' T� • -- ----- -------- --- r`r r. Fi V P FIR x, - ----- 71 z t T "AvE , �v�51 x % . ...... -- ---- ---- -- • r. z, T IT rf 'd rrrQ A ... -------- ---------- - / V Jr '15 CD Jr /•' t� A I 1- 1'49,,60 0• - CQ 4/ -FIZANwFJ -• M P • A ':�E -0ATERTIGHT- v- .,V PLAT ".01 ry 2-2B J r LET' 'T 0, A 5e iB il • r �'v NO, 4 it A`is Z kj r;�('✓• �jww•W 16,• 7 - T/• Q" .... ...... x 15o, MAN" —OVER t, t;p :TrF -TO TERT� GRT -- ---- rJr ---- ---- ':7 --- ------- T, J 6V T; is i5t P0 't 'T IT T. 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T t OH S1 - ---- ----- ------- - ----- f - -------- -------- - if If v x 7,6 5', f D J_ 4 GYFE T- i � �jjj SHEETINDEX N.T.S. , '6 111 ApPa PATS I v SHEETINDEX N.T.S. , '6 111 ApPa PATS I v %W T- LA3 2000 46EIRRY 0� uAvi "' Drawn N ITIH,�i GRAPHIC SCALE )p IN METERS EUGENE D 11 R, JR. V__4 10 go 30 40 50 No. 081,33 0 1 500 N R T H /0 AL FOR INFORMATION PURPOSES ONI-Y. ENGINEERS SEAL & SIGNATURE Date 11 -3-q7l Scale 1:500 Plan Number File Number rIAN—PP260 I DATE DESIGNER NO. DESCRUPTION REV. BY APPROVED DATE ENGINEER REVISION APPROVED BY: %W T- LA3 2000 46EIRRY 0� uAvi "' Drawn N ITIH,�i GRAPHIC SCALE )p IN METERS EUGENE D 11 R, JR. V__4 10 go 30 40 50 No. 081,33 0 1 500 N R T H /0 AL FOR INFORMATION PURPOSES ONI-Y. ENGINEERS SEAL & SIGNATURE Date 11 -3-q7l Scale 1:500 Plan Number File Number rIAN—PP260 I ____-_-_----- ---- ...... _ -`-�'�______________.. / `�. ~/~~ ~~' ,' '/ / /, / �� / | , ''' _. --�}---`,_ � / / �// / / / /~�~ � � \ ' /' '^ � � -----�-- `' 1 1' -` -- ` ' 1 70 i '" M ?� 0 �`" | -Tj 4M FUTURE, BUFFER 00� V4 Aj INTERCEP DITCH L,,,. V. 1A I tc ET 'S POLE 7.5 ifTf"OLE, ("I" '1144H DITCH'LINE 1.7 DRY RIP -R, E iDITC 2 4-n 'SHOULDER Ep 7=7777777=7_ z. FlT 1+200 ?10 INTER] bn _60t TURN 4+1 +,X0. OUNP THRU LAN LIG. Gua 0+766 7tj 45' 'HRU LANE NG DER 2.4rh SH J11 vv 0+765 Attxh GR OR OUND THROUGH LANE 0+q50 T1 N X' A FLOC 14 ANE ING it it fA; k. kj,9 by CONDUIT sTUBOUTS FOR FUTURE INTER5ECT'ON 51r1N 51GHT D15TANCE ALONG LINE OF SIG14TI SEE ARE TO 13E INSTALLED pRiOR TO ROAD CONSTRUCTION0,e- IN ACCORDANCE T14E RTE. 2q INTEP5ECTION 5IG14T D15TANCE PROFILES SHEET. pAVFMENT COURSES AND CURB t GMTER), ALL UTILITY POLES WITHIN T14E LIMITS OF CLEARING AND GRADING WITH THE STRIPING, AND 5IGNALIZATION PLAN- S E M I N 0"'L E TRAIL U. R U 10 0 5 10 20 30 40 50 ARE TO BE RENOVED, UNI ESS OTHERWISE NOTED HEREON. qO km/hr DE51GN 5PEED ` ------------- Tj LO C0 0_4 C`4 C14 CN � � � 11 ` � Cli LO vn ' �L61 L.0 71-0 . � � co W Cal 126 � | 127 1271 i � | ?L 126 00 ND � | 'j 125 � |12122| 124 21 T. 124 N DI EDi C14 i | i LU 45or-n R TR, 14 PORTION OF 10 Designed By �riecked By V_ Date M CL It it it It it rn Plan Number to lopal 2 ca it 44LU Z ..... .. . .. ca So Zoned � | � � � � � � Architects Sheet Engineers Planniers 16 of OU Surveyors File Number [ l DENOTES AS -BUILT INFORMAT ION jusee Dewberry & Davlm4j 10525 Battleview Parkway Manassas, Va. 20109 AM6(703) 369._4933 FAX(703) 631-28'34 3-6-% D. B. / T. V. I REV. GRADING FOR 4 -LANE DESIGNI DESCRIPTION DATE DESIGNER NO DESCRIPTION REV. APPROVED DATE jusee Dewberry & Davlm4j 10525 Battleview Parkway Manassas, Va. 20109 AM6(703) 369._4933 FAX(703) 631-28'34 3-6-% D. B. / T. V. I REV. GRADING FOR 4 -LANE DESIGNI DATE DESIGNER NO DESCRIPTION REV. APPROVED DATE I ENGINEER REVISION APPROVED BY: jusee Dewberry & Davlm4j 10525 Battleview Parkway Manassas, Va. 20109 AM6(703) 369._4933 FAX(703) 631-28'34 W.'s x 9' n; ..- a.-: i -., ... - .. '.-3ti'�M1SWY+uf3+� f3�',i& 'v.... 'mi, "•-+^^,_yY-...�.x.x..�`['.�L.,. ..x'kxa� -ate-x.wo-r..arsnciv=sw«.ix :iF�1:ffi'aictSC�-----..,.."fBt'.t.=.;:3'.e'i:�:.- -- wxxarxraa. V tn t:r STRUCTURAL PRAC`ilCES�`-- 41 1 TEMPORARY0VERSlON DIKE — .3.09 { A SYSTEM OF, TEMPORARY DIVERSION DIKES, TO.DIRECT FLOW, INTO SEDIMENT TRAP' APIA PREVENT CLEAN DRAINAGE FIR Oki INTRUDING DURING STABIUZATION. , - DIKES SHALL,r�E STABILIZED IMMEDI?TEL Y FOLLOWIN�, INSTALLATION WITH TEMPORARY s , OR PERMANENT VEGETATION TO PREVENT EROSION. - �^ s77, S, ?f QV ERSION DIKES I?NER ANG' OFFSITE_ DRAINAGE MUST BE LINED MTH EROSION CONTROL FABRIC (VDOf SJD, EC -3 OR EQUI`JALFNT) AS REQUIRED BY ME COUNTY E&S: 7 ; INSPECTOR.' a� > s CHF(,K DAM = 3:20 INSTALL TEMPORARY. STONE DAMS ACROSS THE SWALE- OR DITCH T� s.REDUCE C THS VELOCITY. OF CONCENTRATED FLOWS THEREBY F�EDUGh�lG 'EROSION ^_ A 3 CULVERT INLET PROTECTION — 3.08. ALL CULVERT IN{,ETS SHALL BE PROTECTED DURING,CONSCRUCTION, MOTE: THIS PLAN IS A REVISION TO THE PHASE I INFRASTRUCTURE PLAN AND REPRESENTS THE GRADING Play Nurab�r t PLAN REQUIRED FOR INSTALLATION OF A PROPOSED FEATURE WALL AT THE "ROUTE 29 Z LEWIS. 'AND CLARK DR. : INTERSECTION, LOCATED IN THE SOUTHWEST QUADRAPdTr.OF THE, 1N-rERSECTION. DESI N AI�SO;` INCLUDES CNI ADDI"iiON OF STORM f CULVERT 100 TO IOI STORf1 PIPS 3A ' 0 3 "` t 1 rr�'' T , AND RA15ING OF ;,STRJCTUR_ 5 5 TOP TO E_EV 124.10, AND RELCX_AT10N OF. INTERCEPTOR DITCH , THE NECESSARY EROS1ON CONTROL 11 " URES. LANDSCAPE AND STRUCTURAL: F E 0. ILLA JR. ` Zoi eco t , DESIGN, NECESSARi FOR CONSTRUCTION ANO COMPLETION .OF TOE ENTRANCE FEATURE. ARE DESIGNED UNDER SEPERATE PLANS. f _ hire I I I in- 1f�tlliii# � w w 7j 11-3—q7 I 1 — 1 Scale i SAIF VERT. 1:50 Plan Number (0 7-06-C18 REV. SPOT GRADE5 PER 5TRIPING/ 51G. PLAN �r 2 5-iii-qb NO. DATE DESCRIPTION BY lV 0. IDA TE DfD REVISION g `{ � w w U -t 1!:) U LENIS CLAr<,N DRIVE GS -7 130.00rn R/W DESIGNED SPEED = 70 KPH STANDARD TC -5 SUPERFLFVATION SEE TYPICAL SECTIONS ON SHEET 2 [ ] DENOTES AS -BUILT INFORMATION 0+250 0+300 0+350 NOTES: 1. ALL STORM SEWER STRUCTURES TO NAVE STD. 15-1 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. 'VERTICAL HORIZONTAL GRAPHIC SCALE GRAPHIC SCALE ( IN METERS ) ( IN METERS ) 1 0 0 1 2 3 4 5 10 0 5 10 20 30 40 50 a I :50 I : 500 EUGENE D. MILLAR; JR. NO. 08133 � <� /- e�,- - /�, �� \1i ENGINEERS SEAL & SIGNATURE M rn U? 0 7j 11-3—q7 I 1 — 1 Scale i SAIF VERT. 1:50 Plan Number 3 : �r s ALL CURB INLET TOPS ARE ADJUSTED PER NEW CURB TYPES. lV 0. IDA TE DESCRIPTION g `{ U -t 1!:) U LENIS CLAr<,N DRIVE GS -7 130.00rn R/W DESIGNED SPEED = 70 KPH STANDARD TC -5 SUPERFLFVATION SEE TYPICAL SECTIONS ON SHEET 2 [ ] DENOTES AS -BUILT INFORMATION 0+250 0+300 0+350 NOTES: 1. ALL STORM SEWER STRUCTURES TO NAVE STD. 15-1 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. 'VERTICAL HORIZONTAL GRAPHIC SCALE GRAPHIC SCALE ( IN METERS ) ( IN METERS ) 1 0 0 1 2 3 4 5 10 0 5 10 20 30 40 50 a I :50 I : 500 EUGENE D. MILLAR; JR. NO. 08133 � <� /- e�,- - /�, �� \1i ENGINEERS SEAL & SIGNATURE M rn U? 0 Date 7j 11-3—q7 I 1 — 1 Scale i SAIF VERT. 1:50 Plan Number 3 : �r s t $ r ±t f 1p, ,g S 1 j 'i t Date 7j 11-3—q7 I 1 — 1 Scale i 1:500 VERT. 1:50 Plan Number 3 : �r t $ r ±t f 1p, ,g Date 7j 11-3—q7 I 1 — —q7 Scale NORM. 1:500 VERT. 1:50 Plan Number Zoned PD -1P Sheet &of (DO File Number MAN PP -260 co 11M CT) C-) r: LiJ CD c m Lu Lu imm m m FULL SUPERELEVATION e=0.04 In co Lu CL CIE co -co IT cn ------ - ---------- ---------- ---------- --- --- --- ----------- -- Lo ur) Lo --- - ------ -- -------- s:; - — - -- ------------- -- - ---- - — - - ------------ . . .......... - --------- - Lo - — - - ------- -- -------- - co cn 7-- - — ---------- co QT ----- -------- - - ---- - (f co ---------- c-ry -- ---- -- ---------- - ----------- -------- ------ - ------- ------- -------- --- ------ - ----- - ----- -- -------- -- - - --- ----- -- - ------- - ------- ---- -------- ---- Ln L-0 ------ LID LU5 Ln =0 - — ------- ---HIGId -POINT--E-E-V I------ 8 5�.� 4'9 ----H1GHr01NT �TA TA 1+730 — ------ ------!-PVI ELE.-V. 4 A- -00 i A.D—= ----5�,02 Lo 00 In - ------- - -- - - K --- - -------- -- --- -- ---- ------------- Lol -------- -VC jA - ------ - ------- -------- ------- w Lu I------ ----- ... . ........ -INTX ----- --- ------ -- --- ---- II----- < r -GRADE PROP. ----- - ------ -- ------ Cli OF -ROAD, ------ - ---- ------ - --- --- T E --------- 165-n,-,INTX -S,!D,- C/L 0 ID: rip rq:� n'. 3 oOrnm h6m ,,Bm WT IF- 46A --TO-A* ---- ------- q-.4m-375mm STM. ------------ ----------- Tc� i�i C III @ 1A, ------ ---- ---- -- --- --- --- --- -- ---- ---- ----- --- ---- -- - - -- --------- - ----- I - ------- ---- (STR. -#45A-- TO -# 5) r - I------- --- ---- -------- - ------ -- ------ -/ ---- --------- - ----------- ----- - ---- - ----- -- - -- - -- -------- - --------- - - EX. R DIE, CIL OF ROAD . ..... ....... ... . ..... . . ........ M ----- -------- - -- ---------- - --- f 7x GRADE @ ---------- - . ........ C�L' -OF HIL F r -- -- -------- -- . ..... . ... — ------ r I--- -------- ------- --- - - - -------- --- --- -- ------ C) ........ . ............ . ... . ............. . .... . ...... -- ------ - -- .......... I------ ------- ------ I .. ..... (V - ------- -------- -- ---- IE -E < r ---- --- Fv- -oj - - - I -- -------- -- E T --rTv (Xv --a LLI - ---- ------ E Lo If— — - ---- --------- 7 T L( Lo m E Lo ---------- 7 ------ --- -- ------------- -- ------------ ---------- ,Z) LL �.Lu Lu 4'� H I E @ OF �A nQ�n-m- m --- ------- --- ----- ---- — -- ...... -------- �17 tIt it 11 tn - ttLo -c Lu---- C LQ) + + + + 1+ NO. DA TE DESCRIPTION B Y D$D REVISION m 1+700 K ar- \ " E L E S L A 1) R, V GS -7 30,00m P,//I,\l DESIGNED SPEED = 70 KPkI STANDARD TC -5 SUP'ERELEVATION SEE TYPICAL SECTIONS ON SPEET 2 ] DENOTES AS -BUILT INFORMATION Im WON w w m m ff-A I +800 I +e)50 I +qoo NOTES: I � ALL STORM SEWER STRUCTURES TO HAVE STD. 15-1 INLET SHAPING. 2. FILL NATEPIAL UNDER UTILITIES MUST BE COMPACTED 1-0 q6% AS DETERMINED BY METHOD "A" PER STANDARD PROCTOR AA- ITO T-qq OR ASTN--D qb. 511- 6 A DENSITY MUST BE CERTIFIED BY A REGISTERED PFROFESSIONAL ENGINEER. VE RTICAL HORIZONTAL GRAPHIC SCALE GRAPHIC SCALE IN METERS ) ( IN METERS ) 1 0 0 1 2 3 4 5 10 0 5 10 20 30 40 50 I 5 0 1 500 C) ALL GUR5 ��-ILET TOPS ARE ADJUSYEQ f'F-'R CURB T(FES, D'A TE DESCRIPTION BY 1+700 K ar- \ " E L E S L A 1) R, V GS -7 30,00m P,//I,\l DESIGNED SPEED = 70 KPkI STANDARD TC -5 SUP'ERELEVATION SEE TYPICAL SECTIONS ON SPEET 2 ] DENOTES AS -BUILT INFORMATION Im WON w w m m ff-A I +800 I +e)50 I +qoo NOTES: I � ALL STORM SEWER STRUCTURES TO HAVE STD. 15-1 INLET SHAPING. 2. FILL NATEPIAL UNDER UTILITIES MUST BE COMPACTED 1-0 q6% AS DETERMINED BY METHOD "A" PER STANDARD PROCTOR AA- ITO T-qq OR ASTN--D qb. 511- 6 A DENSITY MUST BE CERTIFIED BY A REGISTERED PFROFESSIONAL ENGINEER. VE RTICAL HORIZONTAL GRAPHIC SCALE GRAPHIC SCALE IN METERS ) ( IN METERS ) 1 0 0 1 2 3 4 5 10 0 5 10 20 30 40 50 I 5 0 1 500 1 6 2000 ;p UGEK,`,,D. MILLAR, )R:� 1\10� 081 33 ENGINEERS SEAL & SIGNATURE esigne Date Scale HORIZ. 1:500 VERT. I -50 Plan Number File Number NAN PP -260 C) coOPQ c) C\2 m U) w' -- U) cn co pot co M am) co I 1 6 2000 ;p UGEK,`,,D. MILLAR, )R:� 1\10� 081 33 ENGINEERS SEAL & SIGNATURE esigne Date Scale HORIZ. 1:500 VERT. I -50 Plan Number File Number NAN PP -260 C) 1 6 2000 ;p UGEK,`,,D. MILLAR, )R:� 1\10� 081 33 ENGINEERS SEAL & SIGNATURE esigne Date Scale HORIZ. 1:500 VERT. I -50 Plan Number File Number NAN PP -260 a I� co m rm 'm cv 0 L� 'a I:a 3 iC\j cn CD C (-1 sz rw - i� ' 0 o i 4� h w 0 �c a i cn- cn U2 -41 r� M P _4 Q) ;-4 Q) Cc FA% cn VIM MEN pg F-4 ;-4 E-4 0 a. E-1 _<4 _A cd CO CO co C) ANN& CQ ;110 �4 cn pg F-4 ;-4 �4 F-4 ;-4 E-4 0 C) E-1 _<4 _A aW 11 Date — 11--3-q7 Scale 140P,--/.-. 1:500 I VERT.: 1:50 Plan Number Zoned PD -IP Sheet 26of (00 c if File Number I [ ] DENOTES AS -BUILT INFORMATION I MAN-PP260 0+000 0+020 0+040 o+oGo NOTES: 1. ALL STORM SEWER STRUCTURES TO HAVE STD. IS -1 INLET SHAPING. 2. FILL MATERIAL UNDER UTILITIES I"JUST BE CONPACTED -ro q5% AS DETEERMINED BY METHOD "A" PER STANDARD PROCTOR AAS14TO T-qq OR ASTM-D(OW). DENSITY MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEIER. . . . . ...... - - ----- ---- - - 5 6 147 4 50 11 5 D 56 7 9 60 61 62 .............. ... Ill C) I— Fjiil - ----- - .. ...... ..... R, ................ .............. ... . .... . . 4b. - ------ ........ .. ..... ..L.._._......._......_ . AS) . ..... . ........... ..... - _R� . . ...... Lo L2J LA c . .. ....... Lf) l< 1p I .- I LD -- - ------ - - _ +- -- - ------- ---------------- - T) 160 1 T) Lfi;� I- -$, 1 OL T Lu C) C) 41+ ------- - — - ----- Ify . ..... Lu rF- . .......... ... . .. . < ......... . 160 —J -7 -0 - Lu 157 Lu PROP. G DE I (o q - ------ 16 170 160 15 C-1 164 I _@ CL 134PE f_� __ 1 - - ----- .. . . ....... Inn 11 K PRO GRADE 163 - - - - - - - - - - - - - - Cl,ov �P_l RE r EX. GRADE - @ CL PIPE ........ .. 1135 tr I I - I i . . . .......... 1-57 ...... . . .... . .. 167 162 __jG7 157 PROP. RADE ........ .. ..... .... . . ..... EX. GRAD E'\ @ CL IPE @ CL PIP I PROP. GRAS .... . .... .. Cc CL PIPE 154 I,m 3k75mm RCF .................... ...... .... ............................... --- -- --- r -------- . . .. . .... . . . ....................... . ....... . ...... . . ... ... ...... . . 15 @ ........... . ... ............ . .. . . ..... . PROP. G R 4, D E EX. G A D E El 3 3, @ CL Pll"E-�, PIPE_ I .375r-ni n RC GRAL f- ------ I I @ CL PIPE PROR C.L.15� III @ -4-.1'0% \N I L- I55 g160 EX, GRA E L PIP' IN -q 8 C3 qFn—m _RI!.P_ @ c L! - rn R�p EX. JGRADE J'I Cl W 9 -1-:85% CL jfij@f.A_,&_T _101 F 14-- -'/--,-,7 IIJ 16-.7m-375 �m RCP 152 7.8,rl-TWIN 375mrr I I -12-Ofn Goomm R�lp FK THIM 375 -nm I FEZ- @ % I RCP CL IV @ 9.%% 164 CL 11-1'@4�7--I% 15 — ------ . . ....... .. . 154 RCP 164 T F Ilm-TWIN 375mm ..... . . ....... .... ....... _P CL IV @ .07q(o% ...... . ......... EX GR '-\DE - - -------- - @ CL F IPE t 5 -CMZ a7 � . ...... 153 --------- 158 16-1 -! _j .. . ........ ... ....... . ..... .... . . . ............. . . ....... 153 75rnrn "!I l\cP 150 I F3 2 CL III @ _1055 162 162 T 1c) 63,09 Z -16-3m-475mrn RCP X Lu 13-.Orn-)75mm RCP 4- 4.2 ..... . ..... .......... ClIq ( -3, . ......... .. ... .... ......... ........ ... . . ....... . . . .............. ....... ............. 9 CL 11' J_ ...... .. .. 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