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Home My WebLink About1.1-6352 Ph 1 & 2 Record DrawingGENERAL CITY OF BAKERSFIELD 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-DWQ) KERN COUNTY CALIFORNIA MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT L STORM WATER POLLUTION PLAN CONSTRUCTION IO PREPARED, STREET IMPROVEMENT PLAN S CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C378849 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. FOR 3. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. 4. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UDUTIES THAT GROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE REVISED VE TIN TENTATIVE OF SEWER AND STORM DRAIN ONES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT TRACT N O. 6352 PHASES 1 THROUGH 5 EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTIUnES IS DEEMED NECESSARY THE CONTRACTOR SHALL TI COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 5. ALL EXISTINGNOT A PART IMPROVEMENTS (CURB,GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED, UNDERCUT arc ar eNlms>on Bea mmT a°m aawmm AND/OR THAT DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE xuxx s, ams as nama T xa aormswi. •x CITY ENGINEER. T ° I , i 6. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CIN OFI 0�1 e BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. NOS. I• I a l »I a �� 1 Pa 7. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISDNG MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE �� P&p OUT" OF BARREL RINGS. ,Y,P a \ I� " a s ' I J 8. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD.10 9. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -5, ST -7, ST -10, y/ �• ` PHASE 6 WI • ,1 ST -11, ST -12, ST -13, ST -14, ST -15, ST -16, ST -20, ST -21, ST -22, ST -23, ST -24, ST -25, ST -26, D-14, D-16, D-17, SW -5, \/ Mn PAgn SW -6, T-1, CALTRANS A88A / / , » 7 " • �` ` • 8 + I 10. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER ° a • I » I • » - - 6 _ 0.85' AGGREGATE BASE (PER NOTE 27) OVER 0.50' O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -13. �.° �o a a • I _ _ _ F -a 1 PAVING FOR HIGHLAND KNOLLS DRIVE SHALL BE: a 6 /� e °� ° • = m I 0.30' TYPE "A" ASPHALT CONCRETE OVER 1.10' AGGREGATE BASE (PER NOTE 27) OVER 0.50' O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -13. 7 • - J ,I a !j `� / • a w a 10. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. • 7' / ® • a • ® �;\` ;� lly�++ ; I O TO BE INSTALLED e. EXISTING I, +.� INSTALL TRAFFIC CONTROL SIGNS B • 9 -+- INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 II • \ I a ' - J ^ 9 I -p- INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1\L a/ -o- INSTALL STREET LIGHT- HOLOPHANE-LWT SERIES PER C.O.B. STD. SPI -86-10. • 3 •!^!` �• - 12. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH O.O.B. STANDARD DETAIL ST -14. ^• 7 a I • a _�, u L 7 3 {j• 73. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE- AMERICAN NCLUDEAMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEOTEK EV THRU EC7 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 14. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE I / o•+!�� NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 3.-'=�� €j( r 15. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. KEY MAP AP 16. INSTALL 5 COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS SCALE; 1" = 200' O DENOTES SHEET NUMBER OTHERWISE NOTED. LIST OF MATERIALS 17. SEWER LATERAL LOCATIONS TO BE STAMPED ( S )INTO THE CURB FACE OVER EACH SEWER LATERAL 18. STAMP "G" INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 19. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. 20. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 21. INSTALL HANDICAP RAMPS PER CALTRANS CURRENT STANDARD PLAN R.S.P. A88A-CASE A UNLESS OTHERWISE NOTED. 22. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 23. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 24. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 25. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 26. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ALL ROADWAYS SHALL MEET THE SPECIFICAnONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION. 27. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCnON AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 959 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 28. NO PUBLIC WORKS INSPECTION WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNnL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 29. INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANT LOCATIONS PER THE CITY OF BAKERSFIELD FIRE DEPARTMENT REQUIREMENTS. LEGEND: -�-- FURNISH & INSTALL TRAFFIC SIGNS PER C.OB. STD. I -?- INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. HIGHLAND KNOLLS DRIVE 4. KRISTA VINEYARD WAY 5. TURNING LEAF LANE 6. OLD WOOD DRIVE 7. BRANDYWINE WAY & AGGREGATE BASE, CLASS 2 SUN ORCHARD DRIVE 8. SEEDING WAY & 1132 DRY PORT WAY 9. HIGHLAND KNOLLS DRIVE - ITEM DESCRIPTION UNIT PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 TOTAL A.C. PAVING (STREETS & ALLEYS) TNS 1385 384 521 1217 399 3906 AGGREGATE BASE, CLASS 2 CY 2862 834 1132 2386 867 8081 SUBGRADE PREPARATION CY 1563 490 666 1189 510 4418 6" CURB & GUTTER LF 3973 1445 1881 2307 1646 11252 SIDEWALK (4"THICK) SF 12856 6021 9729 7571 7254 43431 DRIVEWAYS (6" THICK) SF 3072 1440 2208 2208 2208 11136 HANDICAP RAMPS (ADA(TITLE 241CALTRANS) EA 12 4 4 1 2 23 STREET NAME SIGNS EA 7 2 4 1 2 16 METRO STREET NAME SIGNS EA 3 2 5 TRAFFIC CONTROL SIGNS EA 3 -+- FURNISH & INSTALL STREET SIN PER GOB. SID. T-1. 3 m 6 STREET LIGHTS - COB STANDARD (5800) EA 4 1 2 2 2 11 STREET LIGHTS - COB STANDARD (9500) EA 2 SERIES PER C.O.B. STD. SP7-86-10. 1 3 INTERCONNECT CONDUIT PULL -BOX EA 3 3 .. 6 TRAFFIC SIGNAL INTERCONNECT CONDUIT LF 652 982 1634 SURVEY MONUMENT & ENCASEMENT EA 6 1 3 3 5 18 SAW CUT LF 710 927 1637 STRIPING (DETAIL 21(T) -DOUBLE YELLOW) LF 501 501 STRIPING (DETAIL 22- DOUBLE YELLOW) LF 151 556 707 STRIPING (DETAIL 9 -LANE LINE) LF 206 J IL I - 206 STRIPING (DETAIL 38- CHANNELIZING LINE) LF 603 W 603 STRIPING (DETAIL 38(T)- TEMPORARY CHANNELIZING LINE) LF 150 445 595 STRIPING (DETAIL 38A - CHANNELIZING LINE) LF149 .+ a w Lu 149 STRIPING (DETAIL 32 - 2 WAY TURN LANE) LF CO = W or 1721 1721 REMOVAL OF TEMPORARY STRIPING LF Z O 1651 U 651 -- ABBREVIATIONS TRACT BOUNDARY "Rt -1" - STN 'WI -7" - DOUBLE ARROW FL FLOWUNE POVC POINT N VERTICAL CURVE °R6-1" - ONE WAY "M-6" - SINGLE ARROW CL CENTERUNE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER "WI -1" - CURVE ARROW ELEV ELEVATION EVC END VERTICAL CURVE 'R26(CA)' - NO PARKING ANYTIME "W3-3" - SINAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -SR" - RIGHT TURN ONLY "W3-1" - STOP AHEAD ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7' - KEEP RIGHT "S5-2" - END SCHOOL ZONE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 'R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT PIVC PONT OF INTERSECRN TC TOP OF CURB "N31(CA)" - END "S4-3" - SCHOOL • OF VERTICAL CURVE TP TOP OF PAVEMENT "11`14-1" - DEAD END "R2-1" - SPEED UNIT 20 SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE "WI4-2" - NO OUTLET Know what's below. INV INVERT RCP REINFORCED CONCRETE PIPE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS © FURNISH & INSTALL SURVEY MONUMENT PER COB. SID. ST -11 �tff CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS EXISTING SURVEY MONUMENT P -' s SEWER - REFER TO SEWER & STORM DRAN PLANS -+- FURNISH & INSTALL STREET SIN PER GOB. SID. T-1. m + FURNISH & INSTALL METRO STREET SON PER C.O.B. STD. T-1. ® SEWER MANHOLE - RUB TO SEWER & STORM DRAIN PLANS ® SEWER CLEAN OUT - REFER TO SEWER & STORM DRAIN PIANS -o- FURNISH & INSTALL STREET UGHT-HOLOPHANE-LVUI SERIES PER C.O.B. STD. SP7-86-10. CONSTRUCT 18' WIDTH DRIVEWAY W' VANGS .. PER C.OB. SIA ST 4(UNLESS OTHERWISE NOTED) -- -'- PHASE BOUNDARY TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT n FURNISH & INSTALL TRAFFIC SINAL CONDUIT IR FURNISH & INSTALL IRRIGATION COMMIT IC FURNISH & INSTALL INTERCONNECT CONDUIT 193�s W FURNISH & INSTALL SPUCE BN FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0 5 SIZE TR6=N0 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB OA ITEM OF WORK - SEE SCHEDULE LETTER K A"\ A ------- SECTION LINE LOCAL STREET FRONTAGE 5447 LF COLLECTOR STREET FRONTAGE 1599 LF CENTERUNE STORM DRAIN NOTE: TEMPORARY FLOWAGE & DRAINAGE BLANKET EASEMENT FOR ENTIRE SITE PER DOC # 217161623 NO rS ALMAP PROJECT SITE NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENQINE,�{,2 EXP. 6-30-18 IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. o. k, 3��3 APPROVED BY: NICOLAS FIDEM, POBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: "ti .&EO.Ca_-a 3"'7'IS ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY:3//// TRAFFIC ENGINEER ®H1aa-+4 6' WING W/2 CENTERUNE STORM DRAIN /UP CURB /-AND GUTTER SIDEWALK W I 6' YANG I LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. BENCHMARK: /e U.S.G.S. Y-292, ELEVATION = 782.57 h� N B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET i 178 AND LENE PLACE. BASIS OF BEARINGS: THE BEARING OF N00'32'24"E, SHOWN FOR THE EAST LINE OF PARCEL 1 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 47 AT PAGES 120 AND 121 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS HEREON. V LEGAL DESCRIPTION: BEING A MERGER AND RESUBDIVISION OF A PORTION OF PARCEL 1 AND ALL OF PARCELS 2 AND 3 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 74 OF PARCEL MAPS AT PAGES 120 AND 121, IN THE OFFICE OF THE KERN COUNTY RECORDER; ALSO `tom BEING A PORTION OF THE WEST HALF OF SECTION 20, n TOWNSHIP 29 SOUTH, RANGE 29 EAST, M.D.M., CITY p OF BAKERSFIELD, COUNTY OF KERN, STATE OF U z L - j I CALIFORNIA. • NOTE: fim Il■■ ILMRIA�Ii'_Iill_ ' AND SHALL BE SUBMITTED SEPARATELY. Know what's below. Call before you dig. m m � NO rS ALMAP PROJECT SITE NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENQINE,�{,2 EXP. 6-30-18 IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. o. k, 3��3 APPROVED BY: NICOLAS FIDEM, POBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: "ti .&EO.Ca_-a 3"'7'IS ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY:3//// TRAFFIC ENGINEER ®H1aa-+4 6' WING W/2 CENTERUNE STORM DRAIN /UP CURB /-AND GUTTER SIDEWALK W I 6' YANG I LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. BENCHMARK: /e U.S.G.S. Y-292, ELEVATION = 782.57 h� N B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. BASIS OF BEARINGS: THE BEARING OF N00'32'24"E, SHOWN FOR THE EAST LINE OF PARCEL 1 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 47 AT PAGES 120 AND 121 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS HEREON. V LEGAL DESCRIPTION: BEING A MERGER AND RESUBDIVISION OF A PORTION OF PARCEL 1 AND ALL OF PARCELS 2 AND 3 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 74 OF PARCEL MAPS AT PAGES 120 AND 121, IN THE OFFICE OF THE KERN COUNTY RECORDER; ALSO `tom BEING A PORTION OF THE WEST HALF OF SECTION 20, n TOWNSHIP 29 SOUTH, RANGE 29 EAST, M.D.M., CITY p OF BAKERSFIELD, COUNTY OF KERN, STATE OF U z L - j I CALIFORNIA. • NOTE: PHASE 6 & 7 ARE NOT A PART OF THESE PLANS ' AND SHALL BE SUBMITTED SEPARATELY. Know what's below. Call before you dig. Ill IIIc h� N OU V rn 0 `tom n oom� p U z L - j I H LJ W 3 6 N W m m � E M > P 0 m 0 to J" a 0 z a J IL I - Z W 2 W .+ a w Lu _ - 0 tw CO = W or LU Z O ' U �to co CID, Z U$ $ Q or F 6 I F W � W T° a U. 0 Ill IIIc STANDARD NOTES (CONT.) 30. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 31. INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 32. ANY ITEMS IN PUBUC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIR AND/OR UPGRADING AS PER CITY ENGINEER. 33. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 34. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CIN FOR APPROVAL 10 DAYS PRIOR TO PAVING 35, DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 36. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 37. CONSTRUCTION OPERATIONS SHALL SE ACTIVELY IN PROGRESS ONLY BETWEEN THE HOURS OF 8:30 A.M. - 4:00 P.M, MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOUDAY3. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WITH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF-WIOTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIOE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS IN ORDER TO EXPEDITE THE PASSAGE OF PUBIC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL, AND MAINTAIN CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACUTIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PGUC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST O DIRECTING THE MOVEMENT OF PUBUC TRAFFIC THROUGH OR AROUND THE WORK. 38. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT O REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN BLAST CLEANING FOR REMOVAL O TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS", OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE O THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL O TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC SAFETY" OF THE STANDARD SPECIFICATIONS TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2 'THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS- OF THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF ME STANDARD SPECIFICATIONS IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DEUNEATION WITH TEMPORARY DEUNEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. TEMPORARY OEUNEATION CONSISTS OF REFLECTIVE TRAFFIC UNE TAPE APPUED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES APPLY REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS TEMPORARY DEUNEATION MUST BE THE SAME COLOR AS THE PERMANENT DEUNEATION. REMOVE TEMPORARY DEUNEATION APPUED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKOOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS". PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE SPECIAL PROVISIONS. PAVEMENT MARKERS SHALL BE PLACED WIN RAPD SET EPDXY PER SECTION 95-204 O THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE: OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02 AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-11) PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL SE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS; IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A A LIST OF AGGREGATE AND ASPHALT SOURCES B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL. SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CAUFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM 02041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, AGGREGATE; OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE W TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES. THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT UNE EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET. AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NOR -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.D1, "SUBGRADE," OF THE STANDARD SPECIFICATIONS STILL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN 70 AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE UNITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED 10 MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL SE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PUNS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED. IF NECESSARY. AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT ONES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH UNE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS OETERMINED BY ASTM 0-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY. THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT IAT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PUCE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT O ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS ETHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REFACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CGRES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD 8 ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERUNE ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRS PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-202 "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CIT ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE %REENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK ......... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECNMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL SE COMPACTED TO A MINIMUM OF 95% O MAXIMUM DRY DENSITY. 20. IMMEDIATELY PRIOR TO PACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING A WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE TITIAN 0.04 FOOT ABOVE OR BELGW THE GRADE ESTABUSHED BY THE ENGINEER. 8. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE ME) IS M BE PLACED ON THE GRADING PLANE THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. TRENCHING NOTES: i�N:7q:Ir1CBLf:(N\7\IDT. THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD 5-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD 5-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 2 BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILUNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 3. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD 5-39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED OF, BY ANY LEGAL MEANS AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTIUZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILUNG, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROVING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROVING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROVING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROVING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS. STATE OF CALIFORNIA, DEPARTMENT OF PUBUC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD 5-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231. OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND 5-21 AND SECTIONS 70-1.O2H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING 5-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. STORM DRAIN NOTES: 1. STORM DRAIN. PIP F 3 CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65. "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDUNG OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT. ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESUENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPEUNE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABIUTY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD 5-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. Fl�iUDRb9f.Yrl:Yii"�b[r]CD1Ali:11 SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS. IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD 5-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR. MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBUC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. } VINELAND ROAD J BEARING 16+00 17+00 PROPOSED 6' ` 2 12R 'y 20+00 ,pj 9 22+00 LEGEND (CONT.):GJ S 89'27'43" E FUTURE NOTES: 4:1 MAX PA SEWER - REFER TO SEWER &STORM DRAIN PLANS W -WATER D -DRAIN OFA. Sipt PATH CONSTRUCTION ADJACENT PHASE FURNISH & INSTALL TRAFFIC SIGNS PER 0.0.6. STD. T-2: "R1-1" - STOP 20'3856° gcn(xR 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAM (NOT A PART) h SEWER MANHOLE - REFER SEWER & STORM GRAIN PLANS S-SEWERCONSTRUCTION R6-1° - ONE WAY "55-7 -END SCHOOL ZONE _ _ - _ _ _ '4 SECTION DESIGNATION SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS AND SEWER DETAILS. N� PROPOSED CURB &GUTTER 48' 54' "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD2 0 CONSTRUCT TWE 'B" CURB & GUTTER PER PROPOSED GOB. STD ST -1 367.33' 2. LOCAL STREETS - PAVEMENT i0 BE 0.20' TYPE "B" A.C. 2034.00' O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 271.71' 1513'04• YR26(CA)° - NO PARKING ANYTIME "Wi4-1" - DEAD ENO) ION IS SHOWN SECBE r OV1A 0.85' AGGREGATE BASE OVER 0.50' COMPACTm O.G. TO w R� 45' "R3 -5R - RIGHT TURN ONLY "W14-2" - NO OUTLET 1 R/W 12 v T "R4 -7" -KEEP RIGHT iR81(CA)° - BIKE LANE I CURVE NUMBER FOR CURVE DESCRIPTION PHASE HIGHLAND KNOLLS DRIVE - PAVEMENT TO BE 0.30' TYPE "A" A.C. 5' 4 II I STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANSOVER f ITEM OF WORK -SEE SCHEDULE �G� �y��7 m o o I I a 2' w z N STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS �% 11 4. 10 FINISHED PAD 9 W) Q STORM DRAIN JUNCTION BOX - REFER i0 SEWER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE 121j .10=�� , � �� PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 0 8 7 �iSyP' I �1 s/ mrfi f ml nI oI r s E 4 "' LANDSCAPE? �^ :rl el 1 W D of 'oi oN BRANDYWINE WAY SEE SHEET 7 N,�W mm9 1 1 PHASE: 1 9yP' IN z� 'p f� wJ � y9 yT'A 2G JJ �O. O� wl A. Z /� `� B 1�'- 7 0 O N z w �� 4 Ip 5 NNV �a DDCf bm '� 3D !P$ WN'O! r� ., ., TOO 3 OOI TN 8 1 2 CJLL a of i.c wi 1�= 1 � ?yn �N GZlm on 'cN 1 i� 11' rf' i-S�" 1'0 `la ✓`viN tie �� Im_ �I to Iw <a Ilo�o iu �im w'�ro� � ' � 1 $ Im z mo'. N �r A m 1 tm of IJ o zl Joa ^' ^'1 0 ), 5� I www' Ern m Z ro Jv mn m r r IES 0 1 rn v+ Iln. I w 3 0, nA � rr �Lrr 1 � rn � IN �v�iN 1'J W D 'nm� 5 Im 11 -n �----�-- 0 n J BEARING 16+00 17+00 PROPOSED 6' ` 2 12R 'y 20+00 ,pj 9 22+00 LEGEND (CONT.):GJ S 89'27'43" E END (CONTJ: NOTES: 4:1 MAX PA SEWER - REFER TO SEWER &STORM DRAIN PLANS W -WATER D -DRAIN OFA. Sipt PATH CONSTRUCTION ADJACENT PHASE FURNISH & INSTALL TRAFFIC SIGNS PER 0.0.6. STD. T-2: "R1-1" - STOP 20'3856° gcn(xR 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAM z� w h SEWER MANHOLE - REFER SEWER & STORM GRAIN PLANS S-SEWERCONSTRUCTION R6-1° - ONE WAY "55-7 -END SCHOOL ZONE _ �� u 1 >1 p 5 c Er 1 9 0: CB r w l 1D,NpSCAPE CASE " LAIRD�A I 22+00 23+00 r2s+!oo C6 EASEMENT 21+00 J _ _ _� _ _ _ +- _ -- _ �_ _ __ 24+020+00 - F--- _ -.-.- + I- _I---♦_ _ 7 1� SEII STA "C 1' 112 _ EASEMENT 5 n / dI u o A -+-__ C7 '_ ' EXISTING nl ml bl z a m z z R/W z o 19 �� - o GUTTER & SIDEWALK ��- p I R1 � r K A F " SEE STA. •A• - I _ L - .n m �� C2 1 9 7 i �X. S ��Ei MT 10 1U _ C4 C3 ^ I 16+00 _ f 0 d = N 3 = INSTALL WITH PHASE 1 CONSTRUCTION EXISTING +__ _ _l. 13+00 14+00 AND REMOVE WITH PHASE 4 CONSTRUCTION - -- a 9' 37* 39.05E A0. $ N E)=U=T ^ SCHOOL 517 STA. iM_85,79 CL 50.00 R. EXISTING CURB, IMpgpVEMENTS 1 UGdt `4 HIGHLAND KNOLLS D R I V PER GRANT DEED DOCUMENT N ��+ GUTTER & SIDEWALK ; I g �� c"rn an, nn nn n i Tn nr no �� n i 0209142890 DATED 9/30/2009. O.R. !i 0 �- `X. STREET LGIiI 10+25 11+00 12+00 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE EIEV ELEVATION EVC ENO VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RGHT-OF-WAY PA PROPERTY UNE A.P. ANGLE POINT EP. EDGE OF PAVEMENT C/G CURB AND GUTTER ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SICK PER C.O.B. STD. T-1. -o' FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS 13+00 14+00 15+00 BEARING 16+00 17+00 PROPOSED 6' ` 2 12R 18+00 19+00 20+00 21+00 22+00 LEGEND (CONT.):GJ S 89'27'43" E END (CONTJ: NOTES: 4:1 MAX PA SEWER - REFER TO SEWER &STORM DRAIN PLANS W -WATER D -DRAIN OFA. Sipt PATH CONSTRUCTION ADJACENT PHASE FURNISH & INSTALL TRAFFIC SIGNS PER 0.0.6. STD. T-2: "R1-1" - STOP 20'3856° gcn(xR 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAM z� w ® SEWER MANHOLE - REFER SEWER & STORM GRAIN PLANS S-SEWERCONSTRUCTION R6-1° - ONE WAY "55-7 -END SCHOOL ZONE _ _ - _ _ _ '4 SECTION DESIGNATION SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS AND SEWER DETAILS. N� PROPOSED CURB &GUTTER 48' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' 1WNGS "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD2 0 CONSTRUCT TWE 'B" CURB & GUTTER PER PROPOSED GOB. STD ST -1 367.33' 2. LOCAL STREETS - PAVEMENT i0 BE 0.20' TYPE "B" A.C. 2034.00' O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 271.71' 1513'04• YR26(CA)° - NO PARKING ANYTIME "Wi4-1" - DEAD ENO) ION IS SHOWN SECBE OV1A 0.85' AGGREGATE BASE OVER 0.50' COMPACTm O.G. TO w R� 45' "R3 -5R - RIGHT TURN ONLY "W14-2" - NO OUTLET COMPACTED TO 95% RELATIVE DENSITY PER CO.B. STD. ST -9. a "R4 -7" -KEEP RIGHT iR81(CA)° - BIKE LANE CI CURVE NUMBER FOR CURVE DESCRIPTION 3. HIGHLAND KNOLLS DRIVE - PAVEMENT TO BE 0.30' TYPE "A" A.C. 5' 6' 34'-38' -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANSOVER ® ITEM OF WORK -SEE SCHEDULE 1.10' AGGREGATE BASE OVER 0.50' COMPACTED O.G. i0 m o BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. SID. ST -9. I a 2' w z STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 4. ALL CATCH BASINS TO BE TWE 'A" PATH 3.5' OPENINGS FINISHED PAD Q STORM DRAIN JUNCTION BOX - REFER i0 SEWER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 0 L ---------- TRACT BOUNDARY - ... PHASE BOUNDARY - - - CENTERLINE ././ EDGE OF PAVEMENT is INTERCONNECT CONDUIT UNE TABLE CONSTRUCT TWE "A" CATCH 35' OPENING PER BEARING 5. INSTALL SIGN OL14-3 MERCER AT THE PHASE PROPOSED 6' ` 2 12R S 89'3739" E GO.B. STD. D-14, UNLESS NOTED OTHERWISE TED HNTHER PIPE SIZE Y WITHIN RAC BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT HIGH BLOCK WALL MIN. L6 S 89'27'43" E 4"W UTILITY: CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 4:1 MAX - s SEWER - REFER TO SEWER &STORM DRAIN PLANS W -WATER D -DRAIN OFA. Sipt PATH CONSTRUCTION ADJACENT PHASE 364.35' 20'3856° C4 G -GAS IRR -IRRIGATION 530.71' PROPOSED 5.5' ® SEWER MANHOLE - REFER SEWER & STORM GRAIN PLANS S-SEWERCONSTRUCTION NOTES: COMBINATION SIDEWALK ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS 30.00' 46.40' PROPOSED CURB &GUTTER 88'3643° CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' 1WNGS 2000.00 0 CONSTRUCT TWE 'B" CURB & GUTTER PER PROPOSED GOB. STD ST -1 367.33' 20'48'53" PER GO.B. STD. ST -7. (UNLESS OTHERWISE NOTED; REFER TO SHEET 9 FOR AOA PEDESTRIAN WALKWAY REQUIREMENTS) 2034.00' O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 271.71' ---------- TRACT BOUNDARY - ... PHASE BOUNDARY - - - CENTERLINE ././ EDGE OF PAVEMENT is INTERCONNECT CONDUIT UNE TABLE UNE BEARING DISTANCE Lt S 89'3739" E 84.98 L3 04' N 16'04" W 82.33' L6 S 89'27'43" E 2.39' O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. ABBE CURRENT EDITION. OS CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS ©SAWCUT ENISTNG E.P. PER RESPECTIVE STREET SECTION OR AS OIRECTED BY ENGINEER Oj CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. STD. ST -7 W1T4 ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 9. OPAINT 12• LIMIT UNE CROSSWALK UNE USING THERMOPLASTIC PAINT PER CALTR STANDARD SPECIFICATION PTH-02ALKYD. 0 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.S. STD ST -3 10 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. SID. DET. T-34 11 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE Q INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT TIE PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TME. REMOVE AND SALVAGE THE 1.7% CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 47.13' 30.00' 90'0011" C2 1950.00 224.28' 112.27' 6'35'24" C3 2000.00' 720.79' 364.35' 20'3856° C4 2024.65' 530.71' 266.89' 15'01'07" C5 2034.00' 50.13' 25.06' 124'43' C6 30.00' 46.40' 29.28' 88'3643° C7 2000.00 726.57' 367.33' 20'48'53" CB 2034.00' 540.23' 271.71' 1513'04• 23+00 24+00 1 45. 34'-38' jl $$ 2R l y' L1'- 0.30' A.C. PAVING .10' AGGREGATE BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY. \,V SCALE KNOLLS DRIVE SCALE 1"=10' HOR17 1"=5' VERT. 71=6.0 "R"-VALUE=12 25+00 264 R/W I EX. SCHOOL i' SITE 1 I a URB & GUTTER 726 724 722 718 7161 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 00 of CA.u� oq iZ2-.-11' 7 M"' h SCALE: 1" = 50' Know what's below. 50' 25' o' 50' 100' Cal I before you dig. 14 _STA 9+ -R t BREAK =•5.27 STA. STFE124.42 CL 57.06 LT. 24.79 7 L, STA DO 3089, Et, 13 S-_t5,.43y1 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 82DO' 195.06' 204.47 1361744' C2 37.00' 14.56' 7.38' 22'32'52" C3 15D2.W 409.09' 205.82' 15'36'20" C4 37.00 59.05' 37.94' 9126'19' C5 1466.00' 396.29' 199.36' 1529'17" C6 1484.00' 1 401.15' 1 201.81' 1529'17 C7 20.W 31.79' 20.38' 91'04'05" 08 20.OD' 31.06' 19.64' 88'5907' C9 2166.10' 37222' 186.57 9'5044" CIO 2184.10 671.96' 338.66' 17'3740" GI1 2202.10 425.60 213.46' 1104'25 C12 37.00 14.87' 7.54' 2301'47" C13 EIZOO j 185.71' 174.91' 129'4550' C14 3700' 55.21' 34.20' 8529'57' C15 2166.10' 118.04' 59.03' 3'0720" 716 714 712 710 708 706 704 702 700 698 696 8+ SUN 7 30' 18' I 1 I I 1 ^�JO, 15 a a:, r - -� bl m g I w �i I S' 16 $ i J JA V I li i o g a/ ^ o 17 J J + CS 18 I J 22 19 I D S 4� >�y„omn� LLIJJ I 20 21 o m m �tiLL CJ 4' 3m O'fOO yh � C3LL li J � I JJ Jj JN JJI Wi.:l LLI LLLLI LL ALL"- I ¢i yy NOyy-sad0¢^7c3f^_�> ^I 3mo am � ( 3++I w+ fi,il _ :yx, any c+in a o I &^ `f1 U ` W'`al �? ti v¢¢ >F ¢o¢ y✓ 0+00 �- ••.,•_:. -�-_y a¢ of / R/W 1 716 714 712 710 708 706 704 702 700 698 0HAaS17 2 i I m 32 31 30 29 28 I �� LLLLI 4 LLI J .I 27 S C>00 ¢ NI Y� MI 00 LLI '' I J I K 3�� S"m +I 3m NaPiI _Ny y!Rr G K N C2 B.C.-ry6$73�-' I CASE "B" STA. 71+OAgs E RAD. 12+00 C5 7 _ - CE 15+00 C 2 C15 ASE "B" 17+00 7 18+ _ C3 �"-13+00 C - _ 1 15x•00 1 1 4+0 8 4 $ F/W 4 z•.`R iJ �� JJ J.-il^ 3 rn .I Y'� av1 NI p EDI I N m al W U g 2 'o In _ O 3 ¢Y� ml " O o NI _n^ ^ avmi +3+ m 20w 20 y3'3m NI Lu y uWI + > 30 30' Jr ¢ f n �rn n 7 6 3� M2 4 133 0 2 �, MM M,,Q��y1� WOI y yl OF Q WiM S+IM 5 u3J< >� JJ FSH ULL p QOG U4' O UmLL UN F QQ ¢. D }! ++"1 1 ir^ F g^ >.-� ULL Z^ -o ly va ^,n N + ' a y Dd I rno Q 1 < +� ^^� +^ I I rn yI or NI rI of ^p yi I'aaoo y 1 ae ai I ^ R/W �roo 1 I + R myN°-r" f a>iyH 1 I I ( I I Uom U^n I I diem I ^A D NE A SEE SHEET 7 KRISTA VINEYARD WAY STA. 10+00.00 C.L. TO 21+78.07 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 4 LL� 011 LL LL t \' rn T, 25 7 I I - o EDI 0 N � 7 rnl LL \'+ O >N v o Y� FL +IED<N N� 3 �Im H F y 4 rnlr r o F yl g" 4 ( Q 3�+¢ Y y LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE A.C. r ^ n ELEVATION EVC END VERTICAL CURVE "R26(CA " - NO PARKING ANYTIME 'W14-1" - DEAD END 5' yl 0 \{ O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. B.CR. yy'o¢ + +� ++ B.V.0 I y J 1 NN (VN STA 20+2028 C.L 78.00 RL G m a 1 ® STA. 2G+21.44 F.L.6 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE I(1yyfLyy STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS EV.0 � \ ® RS.P. ARBACURRENT EDITION. , CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION MANS. STA. 20+70.70 C.L. 18.00 RL =' > n STA. 20+71.44 Fl- ". a. 24 Y a 7 �- N s L� 13 ^_y 30 iL 716 710 - -- - - 1 - 714 708 1I ��I j !----t= VERT. 'IOCURVE = 1 N + n 31 712 706 S- D 10 4 N U.omwn_+ -II1� - wma n$w', onoJw'�+,' III' �I, - -_I'r _\\�ir "-'.'�_•`�! -__\_ �j:I, � o�R sH �`' - '! \ -1I1�' _-_- _�-___+:II; _ _ ��' � - - _�I _-___II n_n>`$f^yi .__.____m__- >woNm - _'a>Jmom��y¢ rnooa, -ww0n�>ti zaLL w�� 5.m¢' AwnJ^~¢ onw mIrI'I�DaS I - I1 o rn �i, r„Wa -s¢ yro�w+ . _.I ., 70 VERT. AVE 708 702 y aWPow FOUN - -2.41-X 706 700 i ._ _ 704 698 APP XMATE STING mGR ND 0 FL WtTNE+ rn 702 wwrnm+ .___. 696 r � _ II � � \ m L� VERT. CUR _. _ li S=_r a a d w al w y sin"I 700 694 4-50.00 li _ > S .l. F z j jPROPOSEA NORTH I - o > U ¢ U 1 Y _ - - - i.._._. -y- I --. __-_ ♦- __ ... - \ - - �i� ' -.80R 1 698 0 692 fLOWllNE ! .r.___ 71% t �- 31.06' x 88% S=+7 696 --� - --- - - - ---- 696 690 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 17+50 18+00 flu 708 706 704 702 700 698 696 694 R 692 690 12 710 708 706 704 702 700 698 696 694 692 690 19+00 20+00 21+00 22+00 l EDI I {- 26 i \' a T, 25 7 I I s J1 0 N � 7 V' 4 ly_ \'+ O >N v o U4 FL +IED<N N� 6 ¢ F o¢ H F y 4 y y CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.S. STD ST -5 .1 y QQ -STOP AHEAD "R26(C - DO NOT ENTER*lERE 2 LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE A.C. r 1 n ELEVATION EVC END VERTICAL CURVE iL 716 710 - -- - - 1 - 714 708 1I ��I j !----t= VERT. 'IOCURVE = 1 N + n 31 712 706 S- D 10 4 N U.omwn_+ -II1� - wma n$w', onoJw'�+,' III' �I, - -_I'r _\\�ir "-'.'�_•`�! -__\_ �j:I, � o�R sH �`' - '! \ -1I1�' _-_- _�-___+:II; _ _ ��' � - - _�I _-___II n_n>`$f^yi .__.____m__- >woNm - _'a>Jmom��y¢ rnooa, -ww0n�>ti zaLL w�� 5.m¢' AwnJ^~¢ onw mIrI'I�DaS I - I1 o rn �i, r„Wa -s¢ yro�w+ . _.I ., 70 VERT. AVE 708 702 y aWPow FOUN - -2.41-X 706 700 i ._ _ 704 698 APP XMATE STING mGR ND 0 FL WtTNE+ rn 702 wwrnm+ .___. 696 r � _ II � � \ m L� VERT. CUR _. _ li S=_r a a d w al w y sin"I 700 694 4-50.00 li _ > S .l. F z j jPROPOSEA NORTH I - o > U ¢ U 1 Y _ - - - i.._._. -y- I --. __-_ ♦- __ ... - \ - - �i� ' -.80R 1 698 0 692 fLOWllNE ! .r.___ 71% t �- 31.06' x 88% S=+7 696 --� - --- - - - ---- 696 690 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 17+50 18+00 flu 708 706 704 702 700 698 696 694 R 692 690 12 710 708 706 704 702 700 698 696 694 692 690 19+00 20+00 21+00 22+00 l EDI I {- T� \' a T, I , VER NOTES: I I I 1 0 N � 7 V' 1. \'+ O bb FL FLOW7JNE POVC POINT ON VERTICAL CURVE 0 _ _ _ _ SECTION DESIGNATION '2 AND SEWER DETAILS. "B" 0 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.S. STD ST -5 .1 CL CENIFRUNE SVC BEGIN VERTICAL. CURVE -STOP AHEAD "R26(C - DO NOT ENTER*lERE 2 LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE A.C. r 1 n ELEVATION EVC END VERTICAL CURVE "R26(CA " - NO PARKING ANYTIME 'W14-1" - DEAD END SIFT SIM SECTION IS SNONN \{ O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. B.CR. BEGIN CURB RETURN R POINT OF INTERSECTION + +� ++ BE COMPACTED TO 95% RELATIVE DENSITY PER C.0.8. STD. ST -9. 1 NN (VN "R4-7 - KEEP RIGHT "R81(CA)" - BIKE LANE N a HIGHLAND KNOLLS DRIVE - PAVEMENT TO BE 0.30 TYPE "A" A.C. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE I(1yyfLyy STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1 � \ ® RS.P. ARBACURRENT EDITION. , CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION MANS. EC END CURVE TC TOP OF CURB iL 716 710 - -- - - 1 - 714 708 1I ��I j !----t= VERT. 'IOCURVE = 1 N + n 31 712 706 S- D 10 4 N U.omwn_+ -II1� - wma n$w', onoJw'�+,' III' �I, - -_I'r _\\�ir "-'.'�_•`�! -__\_ �j:I, � o�R sH �`' - '! \ -1I1�' _-_- _�-___+:II; _ _ ��' � - - _�I _-___II n_n>`$f^yi .__.____m__- >woNm - _'a>Jmom��y¢ rnooa, -ww0n�>ti zaLL w�� 5.m¢' AwnJ^~¢ onw mIrI'I�DaS I - I1 o rn �i, r„Wa -s¢ yro�w+ . _.I ., 70 VERT. AVE 708 702 y aWPow FOUN - -2.41-X 706 700 i ._ _ 704 698 APP XMATE STING mGR ND 0 FL WtTNE+ rn 702 wwrnm+ .___. 696 r � _ II � � \ m L� VERT. CUR _. _ li S=_r a a d w al w y sin"I 700 694 4-50.00 li _ > S .l. F z j jPROPOSEA NORTH I - o > U ¢ U 1 Y _ - - - i.._._. -y- I --. __-_ ♦- __ ... - \ - - �i� ' -.80R 1 698 0 692 fLOWllNE ! .r.___ 71% t �- 31.06' x 88% S=+7 696 --� - --- - - - ---- 696 690 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 17+50 18+00 flu 708 706 704 702 700 698 696 694 R 692 690 12 710 708 706 704 702 700 698 696 694 692 690 19+00 20+00 21+00 22+00 l EDI I {- T� LEGEND (CONT.): VERL G1RVE T, I , VER NOTES: I I I � I . CUR V' 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O bb FL FLOW7JNE POVC POINT ON VERTICAL CURVE 0 _ _ _ _ SECTION DESIGNATION '2 AND SEWER DETAILS. "B" 0 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.S. STD ST -5 .1 CL CENIFRUNE SVC BEGIN VERTICAL. CURVE -STOP AHEAD "R26(C - DO NOT ENTER*lERE 2 LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE A.C. r 1 a ELEVATION EVC END VERTICAL CURVE "R26(CA " - NO PARKING ANYTIME 'W14-1" - DEAD END SIFT SIM SECTION IS SNONN OVER 0.85' AGGREGATE BASE OVER 0.50' COMPACTED O.G. 10 O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. B.CR. BEGIN CURB RETURN R POINT OF INTERSECTION + BE COMPACTED TO 95% RELATIVE DENSITY PER C.0.8. STD. ST -9. ECR. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7 - KEEP RIGHT "R81(CA)" - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION a HIGHLAND KNOLLS DRIVE - PAVEMENT TO BE 0.30 TYPE "A" A.C. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE OVER 1.10' AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO ® RS.P. ARBACURRENT EDITION. , CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION MANS. EC END CURVE TC TOP OF CURB > n m III w -_,_ �\i\ INTERSECTION TP TOP OF PAVEMENT ® APf4i0X1MA1E EXISTINi;- 1 TAPER NUMBER - SEE TABLE O 4. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS © SAWCUT EXISTING E.P.PPER RESPECTIVE STREET SECTION OR AS OF V TI OF VERTICAL CURVE FC FINISH CONCRETE GROUlA ®FLOWUNE j STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS >U ~� q DIRECTED BY ENGINEER. _ ✓ i% P.O.C. POINT ON CURVE R W RIGHT-OF-WAY O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. STD. ST -7 11 e PA PROPERTY UNE A.P. ANGLE POINT "� CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER RPE SIZE 5. N + WITH ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 9. LI C it V 2C EP. EDGE OF PAVEMENT C/G CURB AND GUTTER CO.B. STD. D-14, UNLESS NOTED OTHERWISE. ac BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE I$ NOT © PROPOSED SOUTH - 1 czp. ® FURNISH 8: INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -" S o .- m a y 1 z STANDARD SPECIFICATION PTH-02ALKYD. I __ G -GAS IRR -IRRIGATION 1I OSI CONSTRUCT 55' COMBINA710N SIDEWALK PER C.O.B. STD ST -3 O E%ISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER &STORM DRAIN PLANS $-SEWER ChUPOP 10 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND -+- FURNISH If INSTALL STREET SIGN PER CO.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS O 67'"R. 0.93% CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 71 AD,XIST EASTING MONUMENT FRAME & COVER TO FINISHED GRADE FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -_-S- Q INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN. .� • 17+50 18+00 19+00 20+00 21+00 22+00 710 708 706 704 702 700 698 696 694 692 690 23+00 LEGEND: LEGEND (CONT): LEGEND (CONT.): NOTES: CONSTRUCTION NOTES: ABBREVIATIONS RRlC1 FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-2 "Ri-1" - STOP SECTION:E 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O CONSTRUCT TYPE "B" CURB & GUTTER PER PROPOSED C.O.B. STD ST -1 FL FLOW7JNE POVC POINT ON VERTICAL CURVE "R6 -i" - ONE WAY 'S5 -Y -END SCHOOL ZONE "W3-1" _ _ _ _ SECTION DESIGNATION '2 AND SEWER DETAILS. "B" 0 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.S. STD ST -5 CL CENIFRUNE SVC BEGIN VERTICAL. CURVE -STOP AHEAD "R26(C - DO NOT ENTER*lERE 2 LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE A.C. ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA " - NO PARKING ANYTIME 'W14-1" - DEAD END SIFT SIM SECTION IS SNONN OVER 0.85' AGGREGATE BASE OVER 0.50' COMPACTED O.G. 10 O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. B.CR. BEGIN CURB RETURN R POINT OF INTERSECTION "R3-5R� - TIGHT TURN ONLY 'W14-2" - NO OUTET BE COMPACTED TO 95% RELATIVE DENSITY PER C.0.8. STD. ST -9. ECR. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7 - KEEP RIGHT "R81(CA)" - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION a HIGHLAND KNOLLS DRIVE - PAVEMENT TO BE 0.30 TYPE "A" A.C. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE OVER 1.10' AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO ® RS.P. ARBACURRENT EDITION. , CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION MANS. EC END CURVE TC TOP OF CURB BE COMPACTED i0 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. RVC INTERSECTION TP TOP OF PAVEMENT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 1 TAPER NUMBER - SEE TABLE O 4. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS © SAWCUT EXISTING E.P.PPER RESPECTIVE STREET SECTION OR AS OF V TI OF VERTICAL CURVE FC FINISH CONCRETE 12 STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE DIRECTED BY ENGINEER. P.O.C. POINT ON CURVE R W RIGHT-OF-WAY O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. STD. ST -7 11 e PA PROPERTY UNE A.P. ANGLE POINT "� CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER RPE SIZE 5. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE WITH ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 9. LI C it V 2C EP. EDGE OF PAVEMENT C/G CURB AND GUTTER CO.B. STD. D-14, UNLESS NOTED OTHERWISE. 4"W UTILITY: BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE I$ NOT © PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS'.. - 1 czp. ® FURNISH 8: INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -" S SEWER - REFER TO SEWER & STORM DRAIN MANS W -WATER 0 -DRAIN CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. STANDARD SPECIFICATION PTH-02ALKYD. �• G -GAS IRR -IRRIGATION OSI CONSTRUCT 55' COMBINA710N SIDEWALK PER C.O.B. STD ST -3 O E%ISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER &STORM DRAIN PLANS $-SEWER ChUPOP 10 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND -+- FURNISH If INSTALL STREET SIGN PER CO.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS O 67'"R. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 71 AD,XIST EASTING MONUMENT FRAME & COVER TO FINISHED GRADE FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER COB. STD. ST -7. (UNLESS OTHERWISE NOTED; REFER TO Q INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN. .� • ' SHEET 9 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER COB. A73C PATH W-31(CA) SIGN WITH OM4-3 MARKER AT THE STD. ST -23 AND SPECIAL PROVISION 7-86-10. --------_- TRACT BOUNDARY PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT - f -a- FURNISH &INSTALL STREET LIGHTISION LUMEN PER C.O.B. ... .. PHASE BOUNDARY CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE THE STD. ST -23 AND SPECIAL PROVISION 0 SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. - APPROVED E%ISTNG STREET LIGHT PER SEPARATE APPROVED STREET PLANS - CUNIEPoJNE •/ ✓ EDGE OF PAVEMENT Know what's below. SCALE: 1" = 50' CBI( before you dig. 50' 25' 0' 50' 100' SUN ORCHARD DRIVE SEE SHEET 7 P HAI;r -2 l J JT\ V Jr Y SEE SHEET 7 TURNING LEAF LANE STA. 10+00.00 C.L. TO 21+95.99 C.L. pHAsr SEE STA. "A": ! INTERSECTION STA. 16+03.10 C.L. TURNING LEAF LANE CIT = STA. 14+62.48 C.L. BRANDY WINE WAY CNT SEE STA "B": q INTERSECTION STA 21+95.99 C.L TURNING LEAF LANE GNT. = ere 11�1949 r. ¢c NP Wel r T SCALE. 1 = 50 HORIZONTAL 722 - LL VERT. cuRVE 1" = 5' VERTICAL - 722 m m N �� j T TIS 720 720 I w' r it f 718 . w }-_____. ,a, __-� t w- o � :>`9 ,UQS+n, III omdi-I ja i --m- Il 77 16716 714 �VERT. CURE 714 L=33ib7 1 i. NWao 712 _4am�ii+ 0�wNwmmd to0wdI:' ' +V s -. _ oroSmW-.—'= J- I C �I ;"IIL�II 7 1777 2 OPbDTH FLONEPR71O O 710 708 U� � 708T 706 706 Y.P MATESNG 3.08$ -GR6E 704 sm 704 702 � _ 7OZ RH F�NEOSID_700700 + 698698 696696-4- 694 — 694 AP OXoAE o 694 ®RpxuNE 692 - 692 690 6907 =301468 8�688 _ _�— 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 722 FIVE 720 72210 2 0 718718 -� w I m 716 716 0`714 714 � 712 m $--O. -' ROPOSED SOUTH FLbANE 0 ,710 7O871 708 4PPROXIMATE EXISTING Ia NE 706 L 706 31.47L 31.76' RT. WRVE 70 24704 S 70PRO OSEDSOu1H n-OMJNE0700 2 I PPRCXW)TE EXS70 GRWNO'0 FLONLE N 698696 S ---O _62L_ 696I I ,I t I�I I I 696 694 694 692 692 S690 690 688 L I - • __..__ `--- =—_I J ! L- --11 ----' -_-__t '.-_-_ _.___` ____- J -i--- -il ---- I'- a ni ---I --� L = 3$.73' -� 688 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER PROPOSED C.O.B.. STD ST -1 O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.QB. STD ST -5 O INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. ARBA, CURRENT EDITION. SIO CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. ©SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. OCONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. STD. ST -7 NTH ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 9. OPAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O9 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.09. STD ST -3 10 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND 11 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE 1© INSTALL TYPE IH BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. I 1W+ER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2 LWAL STREETS PAVEIAENT TO BE 0.20' TYPE "B" A.C. OVER 0.85' AGGREGATE BASE OVER 0.50' COMPACTED O.G. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST ST -9. 3. HIGHLAND KNOLLS DOVE - PAVEMENT 10 BE 0.30 TYPE "A" A.C. OVER 1.10 AGGREGATE BASE OVER 050' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. 5. INSTALL W-31(CA) SIGN NTH OMI MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SIGN NTH CONSTRUCTION OF ADJACENT PHASE SCALE: 1" = 50' 50' 25' O' 50' 100' LINE TABLE FL FLOWUNE POVC POINT ON VERTICAL CURVE I DISTANCE Lt CL CENTERLINEBVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE ' B.C.R. BEGN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC PANT OU REVERSE CURVANRE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE � EC END CURVE TC TOP OF CURB PNC POINT 6 INTERSECTION TP TOP OU PAVEMENT �' VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON GURVE R/W RIGHT OF -WAY PA PROPERTY UNE A.P. ANGLE PONT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OO EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. 'o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. e - FURNISH &INSTAR STREET LIGHT - SON LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS R1-1 i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: "RI 1" STOP "S5-2" END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" - DO NOT ENTER •y�i" -STOP AHEAD "R26(CA " - NO PARKING ANYTIME ,NI4-1" - DEAD END � "R3 -5R - RIGHT TURN ONLY W14-2" - NO OUTLET "R4-7" KEEP RIGHT "R81(CA)" - BIKE LANE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAW PLANS Q STORM GRAIN JUNCTION BOX - REFER TO SEWER & SWRM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5 OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. s SEWER WE FFER TO SEWER &STORM DRAIN PLANS — ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED; REFER TO SHEET 9 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) ---------- TRACT BOUNDARY PHASE BOUNDARY — CENTERLINE ./ •/ EDGE OF PAVEMENT Ic INTERCONNECT CONDUIT SEGngR � ---- - SECTION DESIGN ON ]A) 2 sir NxmE - SECnON WSHOWN t E p G 20 O CURVE NUMBER FOR CURVE DESCRIPTION i ® ITEM OF WORK - SEE SCHEDULE 11 TAPER NUMBER - SEE TABLE CQ /—PIPE SIZE � /: 4"W UTILITY: W -WATER D DRNN ' G -GAS NRR IRRIGATION : 4' S -SEWER 1W+ER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2 LWAL STREETS PAVEIAENT TO BE 0.20' TYPE "B" A.C. OVER 0.85' AGGREGATE BASE OVER 0.50' COMPACTED O.G. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST ST -9. 3. HIGHLAND KNOLLS DOVE - PAVEMENT 10 BE 0.30 TYPE "A" A.C. OVER 1.10 AGGREGATE BASE OVER 050' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. 5. INSTALL W-31(CA) SIGN NTH OMI MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SIGN NTH CONSTRUCTION OF ADJACENT PHASE SCALE: 1" = 50' 50' 25' O' 50' 100' LINE TABLE LUNE BEARING I DISTANCE Lt S 89'3739" E 30.36' 1510 Know what's below. 0811 before you dig. STATIONING TABLE: STA. "A": ¢ INIERSEC110M STA. 14+32.82 C.L. OD WOOD DRIVE CNT = STA. 17+40.50 C.L. BRANDY VANE WAY CNT STA. -B": Cr INTERSECTION STA. 18+24.94 C.L OLD WOOD DRIVE CNT = STA. 10+00.00 C.L DRY PORT WAY CNT STA. "C': CE INTERSECTION STA 21+06.34 C.L. OLD WOOD DRIVE CNT = STA. 15+57.08 C.L SEEDLING WAY CNT CONSTRUCTION NOTES: O1 CONSTRUCT TYPE °B" CURB & GUTTER PER PROPOSED C0.8. STD ST -1 O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER COB. STD ST -5 O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. ©SAWGUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. Oj CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. STD. ST -7 WITH ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 9. ®PAINT 12" LIMIT UNE/CROSSWALK UNE USING THERMOPLASTIC PAINT PER CALTRAN STANDARD SPECIFICATION PRH-02ALKYD. OSI CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 10 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER 11 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.85' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HIGHLAND KNOLLS DRIVE - PAVEMENT TO BE 0.30' TYPE "A° A.C. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. 5. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 11+00 PHASE 7 (NOT A PART) /IU 714 712 710 708 706 704 702 700 698 6 ABBREVIATIONS 96 694 692 690 688 686 684 682 680 BRANDYWINE WAY SEE SHEET 7 D E STA. 12+08.58 C.L. TO 22+93.48 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL SEEDLNG WAY SEE SHEET 8 60 WAY FURNISH & INSTALL STREET LIGHT -5000 LUMEN PER C.O.B. BEARING STD. ST -23 AND SPECIAL PROVISION 7-86-10. 11+50 -2- SWALE 40' TURN AROUND / 4-i , S 89'2743' E EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS / I ZNN 1 SOD.00' 2' A.C. PAVING 34.89' - - 7- - 2' iR MIN. -L 72.46' '114-1' DEAD ENO "R26(CA' NO PARKING M 111E " �6" COMPACTED SUBGRADE GROUND 20.00' TO 95% -- o STORM GRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER It STORM GRAIN PLANS I A TEMPORARY TURN -AROUND 90'50'55° CONSTRUCT TYPE °A' CATCH BASIN WITH 3.5' OPENING PER B SCALE: NONE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE LEGEND SEWER - REFER TO SEWER & STORM GRAIN PLANS ® SEWER MANHOLE REFER SEWER & STORM GRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM GRAIN PLANS. FL FLOWUNE POVC POINT ON VERTICAL CURVE 2720.50' CL CENTERLINE BVC BEGIN VERTICAL CURVE SHEET 9 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) ELEV ELEVATION EVC ENO VERTICAL CURVE _. _. B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION - CENTERUNE EOR. END CURB RETURN PRC PONT OF REVERSE CURVATURE 2280' BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE Ic EC END CURVE TC TOP OF CURB 493'24" PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT - - - - SECTION DESIGNATION 14083' OF VERTICAL CURVE FC FINISH CONCRETE C13 P.O.C. PONT ON CURVE R RIGHT-OF-WAY CURVE NUMBER FOR CURVE DESCRIPTION PA PROPERTY LINE AP ANGLE PONT OTAPER E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER SIZE 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 32.59' W -WATER D -DRAIN ------- -_ Oo EXISVNG SURVEY' MONUMENT -___._i + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 2760.50' 82.13' FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. oR. O8 2720.50' PHASE 7 (NOT A PART) /IU 714 712 710 708 706 704 702 700 698 6 ABBREVIATIONS 96 694 692 690 688 686 684 682 680 BRANDYWINE WAY SEE SHEET 7 D E STA. 12+08.58 C.L. TO 22+93.48 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL SEEDLNG WAY SEE SHEET 8 60 WAY FURNISH & INSTALL STREET LIGHT -5000 LUMEN PER C.O.B. BEARING STD. ST -23 AND SPECIAL PROVISION 7-86-10. 11+50 -2- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. / 4-i , S 89'2743' E EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS / I ZNN 1 SOD.00' "R1-1" - STOP "S5 -Y - END SCHOOL ZONE 34.89' "R6-1* ONE WAY BEDFORD GREENS DRIVE EXISTING STREET IMPROVEMENTS FURNISH & INSTALL STREET LIGHT -5000 LUMEN PER C.O.B. BEARING STD. ST -23 AND SPECIAL PROVISION 7-86-10. 11+50 -2- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. 154.57' STD. ST -23 AND SPECIAL PROVISION 7-86-10. S 89'2743' E EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS RiL-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2 SOD.00' "R1-1" - STOP "S5 -Y - END SCHOOL ZONE 34.89' "R6-1* ONE WAY C3 "R5-1° - DO NOT ENTER •W3-1" - STOP AHEAD 72.46' '114-1' DEAD ENO "R26(CA' NO PARKING M 111E " T59'01' "R3 -5R RIGHT TURN ONLY 2" - NO OUTLET 20.00' °R4 -Y KEEP RIGHT "R81(81(CA)" - BIKE LANE -- o STORM GRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER It STORM GRAIN PLANS I fi tea- 90'50'55° CONSTRUCT TYPE °A' CATCH BASIN WITH 3.5' OPENING PER 2760.50' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE - s SEWER - REFER TO SEWER & STORM GRAIN PLANS ® SEWER MANHOLE REFER SEWER & STORM GRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM GRAIN PLANS. 8'1'53° CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 2720.50' PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED: REFER TO 29525' SHEET 9 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) ------- TRACT BOUNDARY _. _. PHASE BOUNDARY I - CENTERUNE 200D' I 2280' 9779'44" 714 Ic wVERT. SECTION 493'24" . OU T - - - - - SECTION DESIGNATION 14083' 50 C RVE C13 SECTION IS SHOYIN O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE OTAPER NUMBER - SEE TABLE --PIPE SIZE 4'W UTILITY: 32.59' W -WATER D -DRAIN ------- -_ 20.00' _- -___._i 712 CI 2760.50' 82.13' 41.07' oR. O8 2720.50' 83.34' 41.61 1'4519' C19 2740.50' 120.75' 60.39' 2'31'28" 710 708 FURE NORy^ N Q UQ 706 INE._ 704 702 I i ti -S--1599I____-_. 11 -. g ROXIM TE Dan 4G 1 OOFLOWIJN GGft{WWI _.____-HHHH - .-_. t } ._..__.4 __3J > m'ow.. _.� >' __ __. mi -_- wC_ Ii' _m _--T__ -- ';--____ -m-^j 698 i vs m r m Ile . m u m L m en m m j li 1 ++ y(n��mp Q ym 1.3 m -� m� 7. _ h r' t0 h - 2 - _ wF Ism wJ 696 I, 1 U m7" w '.., wm ! O+% O m t"mKwWT < U� 694 1 OSED N TIi FLD E 4__ i K d' U a N dI 'T !+ +o+ m Ij +r Iw W + Q + l _1_-4+?jIi Wfn> v w ci m rc n i � -I` �� m i i Q -' m m N� 692 _ ! L 28.25 j l x ?a W a C3 .2 in n> in in 4.0� m z n_ Lj m z o w 41 m `L a `.'S'0 j `-PROD NOR FLOWLI7(E 30.271 =O.SfiR 3207 N --. 69C o; __sk688 PPROXIN lE IQ'GRO3 l 1.289 $L�� - -050 Sw .+__ __ ..y . __ _ _ 1 _._ 'T6- _ _ __ _- 1666 I 684 I I I -___' _ - '- + _ -1 __ i- , 7 _ i-- , _•_ �_ --' 682 L � 12+00 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 1P3Rmo'�+III 0_.. 0 15-1+(I��li�0_0_-1-_ 17+00 0 1- 9�+.iL,IIIII00 20+00 21+00 22+00 2+0tU0 2.-nmwPte2+.I + _l 50 wU0i 3NwVERICURVE 31.4 FLOWLINEi PROPOSED SOUTH W Eq >jo O � O r APPROMA N;Is C6 .9* 9RDlNOO FLd CC 0 mW,PROPOSED L 3259 0.529 1 APPROXIMATE I IEXISTING 5=0CROUNO O FLAfE5=0.509 m --- I% j_ ,, -I 0 FURNISH & INSTALL STREET LIGHT -5000 LUMEN PER C.O.B. BEARING STD. ST -23 AND SPECIAL PROVISION 7-86-10. 11+50 -2- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. 154.57' STD. ST -23 AND SPECIAL PROVISION 7-86-10. S 89'2743' E EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS RiL-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2 SOD.00' "R1-1" - STOP "S5 -Y - END SCHOOL ZONE 34.89' "R6-1* ONE WAY C3 "R5-1° - DO NOT ENTER •W3-1" - STOP AHEAD 72.46' '114-1' DEAD ENO "R26(CA' NO PARKING M 111E " T59'01' "R3 -5R RIGHT TURN ONLY 2" - NO OUTLET 20.00' °R4 -Y KEEP RIGHT "R81(81(CA)" - BIKE LANE -- o STORM GRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER It STORM GRAIN PLANS ® STORM GRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS 90'50'55° CONSTRUCT TYPE °A' CATCH BASIN WITH 3.5' OPENING PER 2760.50' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE - s SEWER - REFER TO SEWER & STORM GRAIN PLANS ® SEWER MANHOLE REFER SEWER & STORM GRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM GRAIN PLANS. 8'1'53° CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 2720.50' PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED: REFER TO 29525' SHEET 9 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) ------- TRACT BOUNDARY _. _. PHASE BOUNDARY - - - - - CENTERUNE 200D' EDGE OF PAVEMENT 2280' 9779'44" INTERCONNECT CONDUIT Ic 203.48' SECTION 493'24" 0-:) - - - - - SECTION DESIGNATION 14083' SFFET 1HERE 2 C13 SECTION IS SHOYIN O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE OTAPER NUMBER - SEE TABLE --PIPE SIZE 4'W UTILITY: 32.59' W -WATER D -DRAIN 93'2.2'10" G -GAS IRR -IRRIGATION 20.00' S -SEWER 12+00 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 1P3Rmo'�+III 0_.. 0 15-1+(I��li�0_0_-1-_ 17+00 0 1- 9�+.iL,IIIII00 20+00 21+00 22+00 2+0tU0 2.-nmwPte2+.I + _l 50 wU0i 3NwVERICURVE 31.4 FLOWLINEi PROPOSED SOUTH W Eq >jo O � O r APPROMA N;Is C6 .9* 9RDlNOO FLd CC 0 mW,PROPOSED L 3259 0.529 1 APPROXIMATE I IEXISTING 5=0CROUNO O FLAfE5=0.509 m --- I% j_ ,, -I 0 UNE BEARING DISTANCE L1 N 73'5556" E 154.57' L2 S 89'2743' E 66.39' 7'59'01" C2 SOD.00' 69.67" 34.89' 7'59'01° C3 520.00' 72.46' 36.29' T59'01' G4 20.00' 31.42' 20.00' 90WOO" C5 20.00' 31.71' 20ZC 90'50'55° C6 2760.50' 362.68' 181.60' 7'3140' C7 2740.50' 392.12' 196.39' 8'1'53° CS 2720.50' 588.20' 29525' 12'23'16' G9 20.00' 28.25' 17.06' 80'55'19° CID 200D' 34.03' 2280' 9779'44" C11 2760.50' 203.48' 101.78' 493'24" O2 2740.50' 281.40' 14083' 553'00" C13 20.00' 1 30.27' 18.89' 86'43'40" C14 20.00' 32.01' 20.60' 91'4717" C15 2OOD 32.59' 21.21' 93'2.2'10" C16 20.00' 30.80 19.40 8814'41° CI 2760.50' 82.13' 41.07' 1'42'17' O8 2720.50' 83.34' 41.61 1'4519' C19 2740.50' 120.75' 60.39' 2'31'28" . 1.0, _1_-4+?jIi Wfn> 12+00 13+00 14+00 15+00 17+00 18+00 19+00 20+00 21+00 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 - - 682 22+00 22+50 UNE TABLE UNE BEARING DISTANCE L1 N 73'5556" E 154.57' L2 S 89'2743' E 66.39' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 480.00' 66.86' 33.50' 7'59'01" C2 SOD.00' 69.67" 34.89' 7'59'01° C3 520.00' 72.46' 36.29' T59'01' G4 20.00' 31.42' 20.00' 90WOO" C5 20.00' 31.71' 20ZC 90'50'55° C6 2760.50' 362.68' 181.60' 7'3140' C7 2740.50' 392.12' 196.39' 8'1'53° CS 2720.50' 588.20' 29525' 12'23'16' G9 20.00' 28.25' 17.06' 80'55'19° CID 200D' 34.03' 2280' 9779'44" C11 2760.50' 203.48' 101.78' 493'24" O2 2740.50' 281.40' 14083' 553'00" C13 20.00' 1 30.27' 18.89' 86'43'40" C14 20.00' 32.01' 20.60' 91'4717" C15 2OOD 32.59' 21.21' 93'2.2'10" C16 20.00' 30.80 19.40 8814'41° CI 2760.50' 82.13' 41.07' 1'42'17' O8 2720.50' 83.34' 41.61 1'4519' C19 2740.50' 120.75' 60.39' 2'31'28" 430 Know what's below. Call before you dig. SCALE: 1" = 50' 50' 25' O' 50' 100' 430 Know what's below. Call before you dig. i1GHLAND KNOLLS KRISTA VINEYARD WAY NRNING LEAF WAY OLD WOOD DRIVE SEE SHEET 3& 9 SEE SHEET SHEETs4 n 1 SHEET 5SEE �$= 0 6 It I I ��Sr 4IPHACEJ �rSE3 ' 18`48 I f 22 2 30 1 30'22 11 I 3 o t° o o A I m mo 1 18 18 'I 1'o j I N N I In J J 3C 3C 'J is a 1 R�,'R' tiu:>: UW y ci tiLL I I3 tiLL: rctiLL,. v H \ 1 `�c" mmx aa'' M I nn ati�' m lii twm m�� $$ 20 Or 1 \ 1 m o o + + 23 =nn i 1 99 m: �. 10 �+ ` ° s N 13 I �14m m 10 11 am 12 LL W V Y i� A S N N I I O S 0 0 0 O S I m++ Im mm mm n^ ST'Q tiW J JJ I JIB J o ,� MM I, I I T \ I o$n i ..\ w�nm� srcrc 1 m O ¢ m�pFc \ �m U�.. d � m a a . d6 6 dd F p 'dd U lilt! dyd� -1 <d �. 1 /�, /y 1 (J NN ZO m Y Ylmm 6Q6 1 6�Hm / OF Ox.NN mhh 1/'R/" \ �%y •� \ m W 0 •, FF- xF-F- � \ Y1 N6N U \ % 1 M Omm Nm J � 3 O lr ly 4 �o1 1 +m 3 R/W nmm 3 R/W $ \ �� I m� o$ m wN� y$ mI 'a$ oh �_�� - - - - - - - ��- 1 - 3 �+ �----- \ y 12 oo ++I' _? ¢m ml �m n�• 99' zNv�i ■ 8III ' 1 \�'i5`� \\. 1 °:c��.a. f " ?dd �I+�N �I I.f�+=1 m In 1 IV $ 32 o I 1 r � cJiLL U41 1 ,t �J y�J ' tiW I 34. c1LL ¢vim I ww MN 18 18 �� V --__'--_zma.., MM 2 -I W r + IIYINN 2 31 aI, ml�ily 3 30, + I PHASE 1 PHASE 2 � HIGHLAND KNOLLS KRYSTA VINEYARD WAY TURNING LEAF SEE SHEET 3& 9 SEE SHEET 4 B R A N D Y W I SEE ET STA. 10+00.00 C.L. TO 17+4 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 714 712 710 708 706 704 702 700 698 696 694 10+00 $ $ LENGTH BEARING J 240.50 d�- K 3 Gmm N Z O O 13677'44' C2 516.00' mm+ TOV W r q 8N s 14 WAY 0.50 C.L. mi R/W 7 TEMP SUMP 9 n_ Y_ mv�i rn 2r0' zda 3 Hv� HASE8 i ° I --- 714 712 710 708 706 704 702 700 698 696 694 10+50 11+00 12+00 13+00 14+00 15+00 16+00 * TEMP SUMP \ VOLUME REQUIRED 9280.70 SF / 43560 = 0.21 AC 0.21.0.95*0.15 = 0.03 AF 11 VOLUME PROVIDED (28*58*1)/43560 = 0.037 AF TEMP SUMP AREA 3OX60 = 1,800 SF LINE TABLE UNE # LENGTH BEARING L1 240.50 S3' 19' 52.00"E L2 41.83 N15- 49' 01.21"E -10- PHASE 4 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 80.00' 190.30' 199.49' 13677'44' C2 516.00' 172.45' 87.03' 19'08'53" C3 500.00' 167.10' 84.34' 19'08'53" C4 484.00' 88.27 44.26' 10'26'57" I MAX 3.4% MIN 1 ) 1.5% LOCAL STREET TYPICAL SECTION SCALE: 1" = 10' (HORIZ) 7 724 722 720 R!µ 718 716 5' 5' I 714 712 TOO'IMBINA 710 71dJ 706 SIDEWALK PROPOSED TYPE "B" 706 CURB & GUTTER 704 10+50 724 722 720 SUN ORCHARD DRIVE My�/ STA. 10+00.00 C.L. TO 14+49.43 C.L. SCALE: 1" = 50' HORIZONTAL PHASE 1" = 5' VERTICAL 0 PHASE 9n. 11+00 12+00 13+00 14+00 /VT 15+00 724 722 720 718 716 714 712 710 708 706 704 15+00 -I 714 - 714 - 712 n R/W _ m 710 x i I 30' - 708 5. 5. N � i 6 w o 706 C II I I I 0 m 704 3.4% i w 2." 1.5% 702 -._ -.:,• 7OO (COMBINATION 0.20' A.G. PA' 712 SIDEWALK •'5=0.26%''., PROPOSED TYPE "B" 0.85' AG( 698 CURB & GUTTER 0.50' COMPAC''. 95% RELATIM -'I 696 T 5' 18' 18' T.I. 4.5 O S' T 7161p "R" VALUE 12 2 Ri 0 694 60m I�= 17+0017+25 710 I MAX 3.4% MIN 1 ) 1.5% LOCAL STREET TYPICAL SECTION SCALE: 1" = 10' (HORIZ) 7 724 722 720 R!µ 718 716 5' 5' I 714 712 TOO'IMBINA 710 71dJ 706 SIDEWALK PROPOSED TYPE "B" 706 CURB & GUTTER 704 10+50 724 722 720 SUN ORCHARD DRIVE My�/ STA. 10+00.00 C.L. TO 14+49.43 C.L. SCALE: 1" = 50' HORIZONTAL PHASE 1" = 5' VERTICAL 0 PHASE 9n. 11+00 12+00 13+00 14+00 /VT 15+00 724 722 720 718 716 714 712 710 708 706 704 15+00 - 714 R R o Z 718 t I I > 30' 30' I I V I:El 712 Y R O M O M o T 5' 18' 18' 0 Ri O S' T 7161p n 2 Ri 0 60m I�= Z 1, 1 < J 710 k J < d w � � T;._3Tero< 3 0 z; 00 714 o h m ...11'I 7O6 I o W Wh um EAST B 3.4X MAX 3.4x MAX 712 U' W \ 2.0% 1.5x MIN 1.5X MIN - OX M � > U -_. o-__� 706 I ~- SY03a 5\P� 3 .rAPPROXIL,IATEfWSTMG mfi� GROUND 0 FlAWUIIE 710 -� ---j� - - + n COMBINATION I COMBINATION APPRmAMA1E EYJS7 N` 7O4 0.20' A.C. PANN SIDEWALK fW 0 f1,OWIJN "�' S N x� EAST FLOVAINE '..,._ PROtxOPR y U al. - -, m G PROPOSED PROPOSED W 0.85' MGG. BASE - "B .. 7OH - '__-- _._ 702 RB & TTER URB & GUTTER I I. 7 PROPOSEDNJ Sa R. •! TOL 095% DENSITY 706 ---- s - - U xl 4 I � �. ` RELATIVE 6 PROPOSEO mm _.. _ _S-2�% w F -;._. I - ___. ;--. _. * ., 700 FLOWLINE I� In ' TEMP SI1LlP T.I. 4.5 LOCAL STREET 704 Q I 696 "R' VALUE 12 TYPICAL SECTION C 10+50 11+00 N W J > SCALE: 1" = 10' (HORIZ) 7 -- I- APPROXI � MATE EXISTING 6 0. - 696 LU cr I GROUND ®HAWTME LUU 694 11+00 12+00 13+00 14+00 15+00 16+00 17+00 0 .JE LEGEND: LEGEND (CONT.): LEGEND (CONT.): Lu F NOTES: CONSTRUCTION NOTES: ABBREVIATIONS � FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-2: RI -1° - STOP SECTION A ed 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O CONSTRUCT TYPE °B" CURB &GUTTER PER PROPOSED C.O.B. STD 5T-1 FL FLONLME POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE °W3-1" _ _ _ _ SECTION DESIGNATION AND SEWER DETAILS. °8" 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 CL CENTERUNE BI BEGIN VERTICAL CURVE ILU "RS -1" - DO NOT ENTER - STOP AHEAD Z Z 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE A.C. Q 3 ELEV ELEVATION EVC END VERTICAL CURVE WII(CA,° - NO PARKING ANYTIME °WI4-P - DEAD END SECTIO IS 0 WI in OVER 0.85' AGGREGATE BASE OVER Q50' COMPACTED O.G. TO (� INSTALL STREET SIGN PER C0.8. STANDARD DETAIL T-1. B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION Q "R3 -5R - RIGHT TURN ONLY W14 -Y - NO OUTLET a BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Cc co ECR. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "RB1(CA)° - BIKE LANE O. CURVE NUMBER FOR CURVE DESCRIPTION 3. HIGHLAND KNOLLS DRIVE - PAVEMENT TO BE 0.30' TYPE °A° A.C. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -__ o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE OVER 1.10' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO OO R.S.P. ABBA, CURRENT EDITION. CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. EC END CURVE TC TOP OF CURB BE COMPACTED TO 95% RELATIVE DENSITY PER CCB. STD. ST -9. FVC POINT OF INTERSECTION TP TOP OF PAVEMENT ® STORM GRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE 4. ALL CATCH BASINS TO BE TYPE "A" HIM 3.5' OPENINGS © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE FC FINISH CONCRETE 10 STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS PER C0.8. STD. D-14, UNLESS NOTED OTHERWISE DIRECTED BY ENGINEER. P.O.C.PAPOINT CURVE R/W RIGHT-OF-WAY O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. STD. ST -7 PA T PROPERTY UNE AP. ANGLE POINT � CONSTRUCT TYPE °A" CATCH BASIN WITH 3.5 OPENING PER plpE SIZE 5. INSTALL W-31(CA) SICK WITH OMI MARKER AT THE PHASE WITH ODA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 9. E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER CO.B. STD. D-14, UNLESS NOTED OTHERWISE. W q°W UTILITY; BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT PAINT 12" OMIT UNE USING THERMOPLASTIC PAINT PER CALIRANS Q FURNISH $INSTALL SURVEY MONUMENT PER G.O.B. STD. ST -13. - - s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN CON© SIGN NTH CO SIMULTANEOUSLY. REMOVE AND SALVAGE THE SIGN NTH CONSTRUCTION OF ADJACENT PHASE. STANDARD SPECIFICATION PTH-02ALKYD. G -GAS (RIR-IRRIGATION OSI CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 EXISTING SURVEY MONUMENT ® SEWER MANHOLE -REFER SEWER & STORM DRAIN PLANS. S -SEWER + FURNISH & INSTALL STREET SIGN PER CO.B. SID. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 10 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND FURNISH &INSTALL METRO STREET SIGN PER CO.B. STD. T-1. CONSTRUCT 1R' BOTTOM WIDTH DRIVEWAY W/3' WINGS 11 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE PER CO.B. STD. ST -7. (UNLESS OTHERWISE NOTED; REFER TO 1© INSTALL TYPE III BARRICADE PER CALTRAM STANDARD PLAN SHEET 9 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) � FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C0.8. A73C WITH W-31(CA) SIGN 'MIH OM4-3 MARKER A7 THE STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - - - - - - - - TRACT BOUNDARY PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT -a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER CO.B. � PHASE BOUNDARY CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE THE STD. ST -23 AND SPECIAL PROVISION 7-86-10. SIGN NTH THE CONSTRUCTION OF THE ADJACENT PHASE. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CENTERUNE '/ '/ EDGE OF PAVEMENT 12+00 13+00 14+00 STATIONING TABLE STA. "A" : IL INTERSECTION STA. 11+84.10 CL BRANDY VANE WAY CNT = STA. 16+65.84 CL KRISTA VINEYARD WAY CNT STA. R" : q INTERSECTION STA. 14+62.48 G.L. BRANDY NINE WAY CHI = STA. 16+03.10 CL TURNING LEAF LANE CNT STA. "C :' ¢ INTERSECTION STA. 12+74.95 CL ORCHARD DRIVE CNT = STA 10+00.00 C.L. TURNING LEAF LANE CNT SCALE: 1" = 50' 50' 25' O' 50' 100' Know what's mow. 0111 before you dig. fw m v / o Z V I:El m M o m 0 Ri m O n 2 Ri 0 Z 1, 1 < J _ $ k J < d w � � 3 0 z; 00 N Of P Y � B U' \ M � > U SY03a 5\P� a 0 4l 6 N W J > CL LU cr LUU a 0 .JE g Lu F = CO W = W ed i ILU co m Z Q 3 in I V Q $ a Cc co g� �rQa' W w V KRISTA VINEYARD WAY TURNING LEAF LANE OLD WOOD DRIVE SEE SHEET 4 SEE SHEET 5 SEE SHEET 6 PHASE 2 - t --PHASE PHASE ] 7 R/V� I r�W _ .� I_-R/W II J n H 4f 1 w 8 I- 1 R/W 1 1 - 26 _ n 8• 18' � �R/V! $ 1 g v$ 0 1 _ 30' o I I ttt� 1 `" I min rcof 25 23 22 + 2 rc m 3 �yy -I tY my zE 14 o myl- IH 3 cmi�d aI mar 3 181'D w cmt< I.i min U n `I r ¢ F R/W m i -n m I 18'p 1.1 ----- 1_1/W ---- --- - o 420Q9 420Rs 4 4 8'D m n i WD N00'32'1TE 278.58' 11+00 1 2 12+00 --- 113+00 -- 0 14+00- 32'1 0 2 --15+00-0 4 16+00 }-----�___S I--N00'3297"E 278.50'----�---- - -I- 8'S S _ _ s 7 .n m ,g B•S 7 6 6 6 6 6 6 6 6 6 N r RADIUS LENGTH TANGENT DELTA C1 37.00' 14.48' 30' 30' "" -- I I " 1 f r s °0 md m 8'D R/W -I* STOP "R6-1" "S5-2' - END SCHOOL ZONE �6 II lyl I v�i 'm N I fI 1 e3 w i��oTwo— - - — - -LEDER-'/�_—\{ SECTION DESIGNATION \'2 / a+I LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. o+ +I o++I o� ml+MI m+ of �v�iI mm N 1 1 FUTURE WEST ��{�C720UIl�D n N WOOD + FL NE SEE SHEET 6 ( N N M M + Ss1.57% �� E. EASI� WI PROPOSED EAST FL I �I N NI NI a � a 10 �� m T-1. 12 1 m1 1 x�� 16 1 17 " "18 m E.C.R. 14 i I FLOYAUNvt Iwoo ao tr 0 I ++ 5-_O `� — -�U CURVE POC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF __ D STORM DRAIN -REFER TO SEWER Be STORM DRAIN PLANS " POPFSSIO j!I Imrrti<d 86 I R.S.P.R.SP. A88A, CURRENT EDITION. I Ima¢a M I I I i lamm win iii I v Q FlDE66 - W I ¢¢¢ I �� I �� I A EXIST r I o ROUND- FLOWINE 5 0 -J1 - �i UTLEAS�TNO FNE 84 CONSTRUCT 6' BLOCK WALL PER WALL C PLANS ��0� CF4TFJ SEEDLING WAY Q STORM DRAIN JUNCTION BOX -REFER TO SEWER At STOMA DRAIN PLANS O TAPER NUMBER -SEE TABLE 4. ALL CATCH BASINSSANCUT TO TYPE 'A' WITH OPENINGS L STA. 10+00.00 C.L. TO 17+22.95 C.L. 82 RFINISHIGHT PONT ON CURVE R/W RIGHT-OF-WAY SCALE: 1" = 50' HORIZONTAL SID. PER C.O.B. STD. D-14, UNLESS NOTED OTHERNNSE. ER DIRECTED BY ENGINEER. �_._ PROPERTY LINE A.P. ANGLE PONT 1" = 5' VERTICAL CONSTRUCT TYPE *A' CATCH BASIN WITH 3.5' OPENING PER 702 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. SID. ST -7 E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 7 6 6 6 6 6 6 6 6 6 N PHASE 6 (NOTA PART) T I. -- I I � 14 13 _ I mLL 12 R/W 911 TO V r RADIUS LENGTH TANGENT DELTA C1 37.00' 14.48' 30' 30' "" -- I I " 1 f r s °0 md m 8'D -I* STOP "R6-1" "S5-2' - END SCHOOL ZONE �6 II lyl I v�i r N fI 1 CENTERLINE BVC BEGIN VERTICAL CURVE - ONE WAY 'R5 -I" - DO NOT ENTER 'W3-1' - STOP AHEAD - - — - -LEDER-'/�_—\{ SECTION DESIGNATION \'2 / 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 y 96 Iw Q� N Vl FUTURE WEST ��{�C720UIl�D n OLD WOOD DRIVE FL NE SEE SHEET 6 I PHASE 6 (NOTA PART) T I. -- I I � 14 13 _ I mLL 12 R/W 911 TO V 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STATIONING TABLE: STA, "A' Q INTERSECTION STA 12+78.56 C.L SEEDLING WAY CNT = STA. 21+95.99 C.L. TURNING LEAF LANE CNT STA. "D": q INTERSECTION STA. 15+57.08 C.L. SEEDLING WAY CNT = STA 21+06.34 C.L OLD WOOD DRIVE CNT 702 700 698 696 694 692 690 688 686 684 682 18+00 702 — — - -- ! - 702 1 I I r ! � I � r- - , j 700 m 700 �- I— ,; � — 1 ' _� G _ � , 698 696 rc ___�, W 696 698 r I 694: - _ 694—i692 o a p� 692 OSiD FAST N' INE 690 F j EAS —rouNOFL=OWFULON%Whhnn am 10_N - T54% 1 690 688 APPRo MA� GROJN O R YANE +r 688 TNAPPRoaSnra E686686t IJI EAST 684L --m 84 I � f L� i r I � 6 682 j 682 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 CURVE TABLE r RADIUS LENGTH TANGENT DELTA C1 37.00' 14.48' 7.34' 222535" SEC -- I 00 f r t_-C5n m FLOWUNE POVC POINT ON VERTICAL CURVE -I* STOP "R6-1" "S5-2' - END SCHOOL ZONE �6 II lyl SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS w r _ I IOPK^ 1 CENTERLINE BVC BEGIN VERTICAL CURVE - ONE WAY 'R5 -I" - DO NOT ENTER 'W3-1' - STOP AHEAD - - — - -LEDER-'/�_—\{ SECTION DESIGNATION \'2 / 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 APPROQMATE Egy�RNG 96 Iw Q� + FUTURE WEST ��{�C720UIl�D n NE 'amdl_ S11. FL NE I _l I 94 Ss1.57% E. EASI� PROPOSED EAST FL I FLOWUNE } BE COMPACTED TO 95x RELATIVE DENSIN PER C.O.B. SID. ST -9. T-1. ROXIMAPEXISHNG GROUND E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN i I FLOYAUNvt O CURVE NUMBER FOR CURVE DESCRIPTION 3. tr 0 —I 5-_O `� — -�U CURVE POC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF __ D STORM DRAIN -REFER TO SEWER Be STORM DRAIN PLANS " POPFSSIO j!I 86 R.S.P.R.SP. A88A, CURRENT EDITION. PROPOSED WEST SOF —6 — PR DWE v Q FlDE66 - W ® t I A EXIST r I o ROUND- FLOWINE 5 0 -J1 - �i UTLEAS�TNO FNE 84 CONSTRUCT 6' BLOCK WALL PER WALL C PLANS ��0� CF4TFJ TI AL CU OF VERTICAL CURVE FC FC CONCRETE Q STORM DRAIN JUNCTION BOX -REFER TO SEWER At STOMA DRAIN PLANS O TAPER NUMBER -SEE TABLE 4. ALL CATCH BASINSSANCUT TO TYPE 'A' WITH OPENINGS L EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS STREET SECTION = d 1 m i 82 RFINISHIGHT PONT ON CURVE R/W RIGHT-OF-WAY SID. PER C.O.B. STD. D-14, UNLESS NOTED OTHERNNSE. ER DIRECTED BY ENGINEER. �_._ PROPERTY LINE A.P. ANGLE PONT n CONSTRUCT TYPE *A' CATCH BASIN WITH 3.5' OPENING PER 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STATIONING TABLE: STA, "A' Q INTERSECTION STA 12+78.56 C.L SEEDLING WAY CNT = STA. 21+95.99 C.L. TURNING LEAF LANE CNT STA. "D": q INTERSECTION STA. 15+57.08 C.L. SEEDLING WAY CNT = STA 21+06.34 C.L OLD WOOD DRIVE CNT 702 700 698 696 694 692 690 688 686 684 682 18+00 702 — — - -- ! - 702 1 I I r ! � I � r- - , j 700 m 700 �- I— ,; � — 1 ' _� G _ � , 698 696 rc ___�, W 696 698 r I 694: - _ 694—i692 o a p� 692 OSiD FAST N' INE 690 F j EAS —rouNOFL=OWFULON%Whhnn am 10_N - T54% 1 690 688 APPRo MA� GROJN O R YANE +r 688 TNAPPRoaSnra E686686t IJI EAST 684L --m 84 I � f L� i r I � 6 682 j 682 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 37.00' 14.48' 7.34' 222535" 6 PHASE 3 III 4� 3 R/W 2 PHASE 6 n (NOT A PART) =35 SEE SHEET 6 DRY PORT WAY STA. 10+00.00 C.L. TO 11+43.78 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 704 702 700 698 696 694 692 690 688 686 684 LEGEND (CONT. LEGEND CONT.): NOTES: 1 m � i I ABBREVIATIONS m SEC m FL FLOWUNE POVC POINT ON VERTICAL CURVE -I* STOP "R6-1" "S5-2' - END SCHOOL ZONE �6 II lyl SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS w r _ I IOPK^ 1 CENTERLINE BVC BEGIN VERTICAL CURVE - ONE WAY 'R5 -I" - DO NOT ENTER 'W3-1' - STOP AHEAD - - — - -LEDER-'/�_—\{ SECTION DESIGNATION \'2 / 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 APPROQMATE Egy�RNG --� Iw Q� + FUTURE WEST ��{�C720UIl�D FL NE 'amdl_ S11. FL NE I I Ss1.57% E. EASI� PROPOSED EAST FL I i FLOWUNE } BE COMPACTED TO 95x RELATIVE DENSIN PER C.O.B. SID. ST -9. T-1. E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN i I FLOYAUNvt O CURVE NUMBER FOR CURVE DESCRIPTION 3. HIGHLAND KNOLLS DRIVE - PAVEMENT TO BE Q30' TYPE 'A' A.C. 0 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN L `� m CURVE POC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF __ D STORM DRAIN -REFER TO SEWER Be STORM DRAIN PLANS O ITEM OF WORK -SEE SCHEDULE OVER 1.10' AGGREGATE BASE OVER LSO' COMPACTED 0.C. TO 704 702 700 698 696 694 692 690 688 686 -- 684 10+00 11+00 12+00 704 - 702 700 698 696 694 692 690 688 704 702 700 698 696 694 692 690 APPROXIMATE EX199TING z n 666 I GROUND O EOTiT1NE 686 ,F 686 684 - -1 L 684 10+00 11+00 12+00 LEGEND: LEGEND (CONT. LEGEND CONT.): NOTES: 1 I I ABBREVIATIONS FURNISH At INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-2: 'RI SEC FL FLOWUNE POVC POINT ON VERTICAL CURVE -I* STOP "R6-1" "S5-2' - END SCHOOL ZONE �6 II lyl SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS w r CL CENTERLINE BVC BEGIN VERTICAL CURVE - ONE WAY 'R5 -I" - DO NOT ENTER 'W3-1' - STOP AHEAD - - — - -LEDER-'/�_—\{ SECTION DESIGNATION \'2 / 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 % / --� vd- F1 ELEV B.C.R. ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN R POINT OF INTERSECTION � "R26(CA" - NO PARKING ANYTIME "WI4-1" - DEAD END 'R3-5R�- 'W14-2' SHEET YHERE `i` SECRON IS SHOWN S11. L 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL I Ss1.57% E. EASI� PROPOSED EAST FL I i FLOWUNE } 704 702 700 698 696 694 692 690 APPROXIMATE EX199TING z n 666 I GROUND O EOTiT1NE 686 ,F 686 684 - -1 L 684 10+00 11+00 12+00 LEGEND: LEGEND (CONT. LEGEND CONT.): NOTES: CONSTRUCTION NOTES: ABBREVIATIONS FURNISH At INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-2: 'RI SEC FL FLOWUNE POVC POINT ON VERTICAL CURVE -I* STOP "R6-1" "S5-2' - END SCHOOL ZONE A 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS O CONSTRUCT TYPE 'B' CURB &GUTTER PER PROPOSED C.O.B. STD ST -1 CL CENTERLINE BVC BEGIN VERTICAL CURVE - ONE WAY 'R5 -I" - DO NOT ENTER 'W3-1' - STOP AHEAD - - — - -LEDER-'/�_—\{ SECTION DESIGNATION \'2 / 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 % / n n: ELEV B.C.R. ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN R POINT OF INTERSECTION "R26(CA" - NO PARKING ANYTIME "WI4-1" - DEAD END 'R3-5R�- 'W14-2' SHEET YHERE `i` SECRON IS SHOWN OVER OAS' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO- 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL RIGHT TURN ONLY - NO OUTLET BE COMPACTED TO 95x RELATIVE DENSIN PER C.O.B. SID. ST -9. T-1. E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN 'R4 -Y - KEEP FIGHT 'R81(CA)' - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION 3. HIGHLAND KNOLLS DRIVE - PAVEMENT TO BE Q30' TYPE 'A' A.C. 0 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN L `� BC CURVE POC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF __ D STORM DRAIN -REFER TO SEWER Be STORM DRAIN PLANS O ITEM OF WORK -SEE SCHEDULE OVER 1.10' AGGREGATE BASE OVER LSO' COMPACTED 0.C. TO R.S.P.R.SP. A88A, CURRENT EDITION. IV PIVC CURB PONT INTERSECTION TOP OF PAVEMENT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS BE COMPACTED TO 95x RELATIVE DENSITY PER C.O.B. SID. ST -9. 0CONSTRUCTION CONSTRUCT 6' BLOCK WALL PER WALL C PLANS ��0� CF4TFJ TI AL CU OF VERTICAL CURVE FC FC CONCRETE Q STORM DRAIN JUNCTION BOX -REFER TO SEWER At STOMA DRAIN PLANS O TAPER NUMBER -SEE TABLE 4. ALL CATCH BASINSSANCUT TO TYPE 'A' WITH OPENINGS © EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS STREET SECTION P.O.C. RFINISHIGHT PONT ON CURVE R/W RIGHT-OF-WAY SID. PER C.O.B. STD. D-14, UNLESS NOTED OTHERNNSE. ER DIRECTED BY ENGINEER. PA PROPERTY LINE A.P. ANGLE PONT �tff CONSTRUCT TYPE *A' CATCH BASIN WITH 3.5' OPENING PER S INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. SID. ST -7 E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE PIPE SIZE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT PATH ADA PEDESTRAN WALKWAY PER DETAIL ON SHEET 9. a s a s ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS 4'W URLITW. W -WATER D -DRAIN CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE O PAINT If LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 1 r Oa EXISTING SURVEY MONUMENT G -GAS IRR -IRRIGATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT 5.5' COMBINATION SIDEWALK 3T ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS S -SEWER PER C.O.B. SID ST -3 ' + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS 10 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND - + FURNISH Be INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINDS 11 ADJUST EXISTING MONUMENT FRAME & COYER TO FINISHED GRADE O NOTEDQUIRE REFER TO PER C.O.B. STD. ST -7. (UNLESS OTHERWALKWAY -o— FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SHEET 9 FOR ADA PEDESTRIAN WALKWAY RE(NINREMENTS) 12 O INSTALL TYPE IN BARRICADE PER CALTRANS STANDARD PLAN STD. ST -23 AND SPECIAL PROTUSION 7-86-10. � - - — - - — - - � TRACT BOUNDARY A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT THE -9- FURNISH Be INSTALL STREET LICITISION LUMEN PER C.O.B. :. _ PHASE BOUNDARY PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT Know below. SID. ST -23 AND PROTUSION 0. CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE THE SCALE: 1" = 50' what's HT PER EXISTING STREET IJC+iT PER SEPARATE APPROVED STREET PLANS APPROVED CENTERLINE SIGN 'NTH THE CONSTRUCTION OF THE ADJACENT PHASE 50' 25' 0' 50' 100' Call before you dig. "h •/ EDGE OF PAVEMENT k Nil BEDFORD GREENS DR. BRANOYWINE WAY PHASE EX. IMPROVEMENTS SEE SHEET7--}-------1 �i�e..7E I r 6 VINELAND ROAD ' _ - 20' 230' og IQ 2 I Z I 4 I 5 'I ° w A 6 1 0 8 FUTURE -NOT A PART --_ __ - + 30' I +�z 1 II 11 3 i n ms w 7 �-� O 1� Nm, J I I 1 A 1 Nym I r 'z n i p a� __.__ -or-, R/W 12 --PHASE 4-,--- 1om' I 109 m c��f{ p no '] I 6 �'l 8 I / lz® c nl ^ m II I o I 1 8 1 g DETAIL 32 22+00+- - CSI _ - _ , _ TYPE IV ARROW (TW.) y=2 1v - z mrn - w ^ vTtd I w 6 + L1+80'F 2y 14 _ ffa z n U m' ~ f I ^I _ '+- _ -jai _ _ _ 4+88- _ W m N \t m a a - 19+00 - 20+00 - - o '-_ ` s� � Cl ':{- - - `DETAIL 9 sa m cn �y I _ -� i `J 010_+ 0 8 i $ DETAIL 278(1) - CB - ,y8+ ca t - �-7 STR ET E . STRE T sc1 - S -NT p _ _ 17+9D� + 8 �I .. �n P� N M F Q H 1 2 1+00. © DETAIL 278(1] 1 � -- _ -� - � r? Z � a � 11 �" n 72+00 CS __I16+BD mA + Nz m '<I, _ 13+00 °i 125.62' -"- 100E IV ARROW (TYP.)'-�• N 74'57 42`E- _ _14th' _I _ - _-95+OB1- - SECTION C4 .• : uS� ' `� u, s $ Z �z ^a 0.c .c g m m A I m f- N " "^* C2 DETAIL S 81'0812' W 124.39' INTERSECTK)N MTfR OB C.L .. -. • J P 1 0a $ m v J I z� J I Q < 22 STA. 15+85 .t Ci r' Y DETAIL 29 STA. 14+•09.28 FL J w 0l r n m i n I n rc m m y p o zLagi,2EE ?�Hr� �z �g G < x �Z g, EXISTING J O 2 p N W p J < p Qh � �y. y+j + J U O Q ~ N I pU -¢ N 2 p I W (¢j M AN 'SF z �y 'o zyW yiy i I 3 a n: STREET IIC�:T m g g w _. ss g'rrc ` w $rn zZ ((``�I(('``�I mw in 0 0 m m £ a SCHOOL STI g VOV A_ A �G O SITE ``I _W 4 F�Sy - ' 4 Y 00 UU Fy � LL u }ho$mo z ¢ �0 CV15YI��C y PER GRANT DEED DOCUMENT Fnm I Nw` .i o o p +' $ n m J-'�j f f J 11 0209142890 DATED 9/30/2009. O.R. U o y m N d z ¢ SO 60y N NZ++ Q by mwh i o Wmci � < SCHOOL 51 SITE ?aF I a p op w n •y � + 3 � PER GRANT DEED DOCUMENT $ N ; 0209142890 DATED 9/30/2009. O.R. N m N HIGHLAND KNOLLS DRIVE STA. 10+00.00 C.L. TO 25+98.71 C.L. t:T CONSTRUCTION NOTES: SCALE: 1" = 50' HORIZONTAL a Oi CONSTRUCT TYPE 'B' CURB & GUTTER PER PROPOSED C.OB. STD ST -1 1" = 5' VERTICAL O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 - - - - - - - - - - - a I I 1 I -' E' p 9 I m ? O I m z O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1+ ZO - - 1 a czi i -�'' I ' C I Y ^0' 8 \� J ®CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN ' - 20 3p' m ' + = 4 1 5 I 6 I rn6 R.S.P. A88A, CURRENT EDITION. _ 30' I+ 2 1 3 � -r I 7 r �6 O5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. J ©SAWGDT EXISTING NEE PER RESPECTIVE STREET SECTION OR AS n DIRECTED BY FNgNEER. _ G Oj CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. STD. ST -7 - - 1 - i Z , 11 to II it I 1 1 o \1 M o gym`+ p 3 W9TH ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 9. - - I J \ r OPAINT 12' LIMIT LME/CROSSWALK LINE USING THERMOPLASTIC 4 PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 5 O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 i i , 1 i I - ---- ----- + 10 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER 1 1 I I R=1500.00' DETAIL 21(T) C.O.B. SID. DET. T-34 I is L=391.88' 11 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE T=197.06' I I 72 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 1 _ _ ._ _ &-t4�58`07s TYPE IV ARROW (TIP. ) I A73C WITH W-31(CA) SIGN PATH OA4-3 MARKER AT THE- PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE THE SIGN IMTH THE CONSTRUCTION OF T14E ADJACENT PHASE T=18.06 '� _ o -„'�' �1Y3�35� _ ,.. - 76.71 W _ _ -�Y.� �.��I�� Iw LEGEND: �'_DEt 278(E)_- 4 DETAIL 38 ¢ RIGHT OF WAY CAL -TRANS TWE NI ARROW DETAI'7(E)� LEFT OR RIGHT AS APPLICABLE - - - - - - EDGE 00 PAVEMENT CAL -TRANS TWE III ARROW LEFT OR RIGHT AS APPLICABLE - MEDIAN T '� 'n.2 ep CAL -TRANS TWE I (18) ARROW ro _ ,� - fmc >,n ^ g _ ^ e nro m I.. ® CAL -TRANS MARKER OR STRIPING DETAIL NUMBER ....v CAL -TRANS TYPE III B ARROW > m +� u J 39 + T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL TRANS TWE II ARROW ® F FUTURE CAL -TRANS MARKER 00 STRIPING DETAIL NUMBER �� LEFT OR RIGHT AS APPLICABLE < CAL -TRANS TWE II B ARROW Ri FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2 r 57 J N 'R1-7' - STOP 'WI -7' - DOUBLE ARROW STOP 'STOP` MARKING PER CAL -TRANS STANDARDS 1" m m "' H y y w '¢ c 'R6-1' - ONE WAY 'WI -6' - SINGE ARROW a� $ r i �' `•' I '... 'R5-1' - DO NOT ENTER 'WI 1' CURVE ARROW AHEAD 'AHEAD' MARKING PER CAL -TRANS STANDARDS SCHOOL S 17 r � R26(CA1' - NO PARKING ANYTIME 'W3-3' - SIGNAL AHEAD 'R3 -5R - RIGHT TURN ONLY 'W3 1' - STOP AHEAD 'HANDICAP' MARKING PER CAL -TRANS STANDARDS PER GRANT DEED DOCUMENT I 'R4-7' - KEEP RIGHT *S5-2' END SCHOOL ZONE & 0209142890 DATED 9/30/2009. O.R. 'R81(CA)' - BIKE LANE 'S4-2' WHEN CHILDREN ARE PRESENT 'RR RING' MARKING PER CAL -TRANS STANDARDS I L 'W31(CA)' - END 'S4-3' - SCHOOL 'W14-7' - DEAD END 'R2-1 - SPEED UNIT 20 FUTURE CAL -TRANS STRIPING AND MARKINGS, TYPICALI� 'WI4-2' - NO OUTLET !0z NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS �_ _ HIGHLAND KNOLLS DRIVE ■Fb BIKE LANE MARKINGS PER CAL -TRANS STANDARDS R/W a� R� ALL PERMANENT STRIPING &PAVEMENT MARKINGS CAL -TRANS TWE IV ARROW TO BE THERMOPLASTIC PAINT PER CALTRANS STA. 18+00.00 C.L. TO 25+98.71 C.L. "i LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8070-210-19 SCALE: 1" = 50' HORIZONTAL li -> CAL -TRANS TYPE I (10) ARROW ALL TEMPORARY STRIPING AND MARKING DESIGNATED 2.5 MIN. 2.5' MIN. DRIVEWAY \' PHASE 1 STRIPING J WITH (T) SHALL BE STRIPING TAPE (851') OR o " TYP. TYP. o T CAL -TRANS TWE N ARROW WATERBOURNE PART. ALL OTHER STRIPING AND _/DRIVEWAY-----, CAL -TRANS SHALL BE THERMOPLASTIC PER CALTRANS 7 N i CAl-7R5 TWE MII ARROW STANDARD SPECIFICATION 800-21C-19, UNLESS l y F If OTHERWISE INDICATED. iaJ 1 Np S / l 01 TAPER DATA NO.0 rE STATION OFFSET FROM (L 12+38.64 OL30LT. 72+47.90 1.17LT. 12+57.18 261LT. 12+66.60 4.67LT. 13+06.67 14.68LT. 13+17.15 16.98LT. TAPER DATA NO.O NOT USED TAPER DATA NO.O rE STATION OFFSET FROM rL 23+06.12 6.00 RT. 23+16.12 5.67 RT. 23+26.12 4.67 RT. 23+36.12 3.00 RT. 23+66.12 3.00 LT. 26+76.12 4.67 LT. 23+86.12 5.67 LT. 23+96.12 6.00 LT. TAPER DATA NO.O rL STATION OFFSET FROM f 23+05.86 18.00 RT 23+15.66 17.67 RT. 23+25.86 16.67 RT. 23+3586 15.00 RT 23+65.86 9.00 RT. 23+75.86 7.33 RT. 23+85.86 6.33 RT. 23+95.86 6.00 RT. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 2000.00' 144.01' 72.04' 4`07'32' C2 2012.00' 165.06' 82.57 4'42'01' C4 2006.00' 458.14' 230.07' 13'05'08' C5 1992.60' 75.72' 37.88' 71638' C6 1994.00' 355.70 178.33' 1073'15' C7 2006.00' 9876' 49.39' 249'15' C8 1994.00' 9817' 49.09' 2'49'15' G9 2006.00' 1 53279' 267.97' 1513'04' C11 1 1999.00' 1 296.88 14871' 830'33' & GUTTER SCALE: 1" = 50' 50' 25' O' 50' 100' v NOTES *4' MIN. R/W 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATIONS. RIVEWAY 2. THICKNESS OF APRONS AND SIDEWALK BETWEEN CURB & GUTTER APRON & DRIVEWAY SHALL BE 6' OF CONCRETE. 2.0% MAX. I/ 3. CONCRETE SHALL BE CLASS 3. 1/2" LIP 1�_-10 SIDEWALK 4. NO COLORING SHALL BE ADDED. APRON I I • PROVIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE R/W. I I 6' O.G. COMPACTED " IF CURB AND GUTTER ARE POURED SEPARATE OF 90% RELATIVE COMPACTION. APRON THEN DOWELS ARE REQUIRED ABACK OF CURB. 3' IN CURB AND 9' IN CENTERR OF APRON. UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS N. T. S. SCALE: 1" = 50' 50' 25' O' 50' 100' v