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Home My WebLink About1.1-6577 Ph 1 - 5 RevisionSTANDARD NOTES GROSS1. CONTRACTOR SHALL FURNISH ALL MATERIALS TOOLS LABOR EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2, CONTRACTOR 10 CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT HORIZONTAL ! DRAIN VEFUICAL AND HORIZONTAL ! BE ! !- CONFLICTE PROPOSED DESIGN DOES NOT CONFLICT NOTIFIEDBE •!ER TO REDESIGN THE ALIGNMENT IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR• 9 INSTRUCTED RELOCATION. IF REDESIGNOF •• FITTINGS, PIPE OR EXCAVATION •R REVISION IN THE EVENT A UTILITY IS DAMAGED OR SHALL REMOVED,THAT ARE DAMAGED, UNDERCUT AND/OR THAT 1+ NOT STANDARDS SET BY PUBLIC WORKS • ! OR RELOCATED AS DIRECTSr UNDERCUTBY THE CITY ENGINEER. 4. ALL EXISTING PAVING AND SURFACING REMOVED. DAMAGED OR REPLACED IN ACCORDANCEt STANDARD DRAWING NOTEDEXCEPT AS ON PLANS. 5. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE NTH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF 1 AND CALTRANS STANDARD & THE FOLLOWING CITY OF r STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: THE STANDARDS BELOW ARE FROM THE CURRENT ADOPTED STANDARDS STANDARD CURB AND GUTTER ST -9 STANDARD STREET SPECIFICATIONS STANDARD SURVEY MONUMENTS STANDARD STREET LIGHT MAST ARM TYPE ST -15 STANDARD CUL-DE-SACS Y. -r STREET KNUCKLES ST -22 STANDARD TRENCH BUICKFILL AND COMPACTION REQUIREMENTS D-14 ,AR STANDARD0-116 CUTTER DEPRESSIONS T-1 STANDARD STREET SIGN POST STANDARDST-19 MISCELLANEOUS SIGN DETAIL THE + FROM 'f STANDARD!. STANDARD COMBINATION ST -7 SINGLE ! DRIVE f..!' PAVEMENT STANDARD STREET LIGHT MAST ARM TYPE STANDARD STANDARD HOUSE NUMBERS FOR CURBS STANDARD CONDUIT STANDARD TRAFFIC SIGNAL INTERCONNECT 7. PAVEMENT PAVING FOR RESIDENTIAL AND LOCAL •' TYPE "B" ASPHALT CONCRETE OVER 0.85'AGGREGATE BASE OVER r ORIGINAL GROUND. B.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. BID. ST -9. PAVING FOR BUENA VISTA ROAD 0.45' TYPE *A' ASPHALT CONCRETE OVER 0.70' 1.35' ORIGINAL GROUND. RG. TO BE COMPACTED t r PAVING FOR BERKSHIRE ROAD (COLLECTOIN: 0.30' TYPE "A" ASPHALT CONCRETE OVER 0.95' AGGREGATE BASE OVER • 1 ORIGINAL GROUND, COMPACTED TO 957 RELATIVE ! ! MONUMENT8. INSTALL STANDARD SURVEY ! OF k TO BE INSTALLED F2) EXISTING 10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. It INSTALL TYPE "B' CURB AND GUTTER, PER , , STANDARD ON UNLESS OTHERWISE 1 COMBINATION12. INSTALL 5' , ON ! COMBINATION SIDEWALK!` UNLESS OTHERMSE NOTED. A. •, r 14, SEWER LATERAL LOCAnONS TO BE INTO THE CURB FACE OVER EACH ADDITIONALSEWER LATERAL 15. INSTALL INSTALLED16. ALL PULL BOXES TO BE ON A GRAVEL BED . MINIMUM OF G" THICK. 17. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4� BELOW PAVEMENT GRADE. IIL UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 19. WARNINGSTREGULATORY SIGNS: A) SIGN PANELS SHALL BE MOUNTED ON POSTS VAIN HAWKINS MIC SERIES BOLT ANVANDAL PROOF FROM BACK. WORKS DEPT. ,. ANY WORK PERFORMED WITHIN EXISTING ACCEPTED RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED AN APPROVEDWORK PERFORMED WITHIN THE AND INSURANCE SHALL BE POSTED PRIOR 16. AGGREGATE SASE: A) AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS CONFORMINGCRUSHED AGGREGATE 13ASE (CAB) ON200-Z2 OF THE CONFORMINGSTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCIION, LATEST EDITION PGREENBOOK-). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE ON !CABOR _ SPECIFICATIONSF THE STANDARD LATEST GAGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE CONTRACT PLANS, THE STANDARD SPECIFICA71ONS FOR PUBLIC WORKS CONSTRUC AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO AFTON THE CITY TOLERANCES ! COMPACTED DENSITY IN ACCORDANCED-1557 17. SUBGRADE • +, ACCORDANCEA) THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN !STANDARD 95% OF THE MAXIMUM [)BY DENSITY IN ACCORDANCE 118, ANY TRENCHING +BE CONDUCTED SHALL BE f PER CITY STAN19. COMPACTION TESTS DARD . ,.. Y REQUIRED SHALL DETERMINED BY THE CITY ENGINEER. • PRIOR TO THE START OF RIGHT-CEF-WAY, THE CITY CONSTRUCTION INSPECnON SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049. 21. STREET UGHT LUMINARIES SHALL BE DOUG STATE LIGHT EMITTING DIODE LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM REQUIREMENTSOF BAKERSFIELD LED STREET LIGHTING PRIOR22� CONTRACTOR SHALL COORDINATE NTH LANDSCAPE CONTRACTOR TO INSTALL COND TO HAVING. 23. INSTALL SLUE MARKERS AT CENTERLINE FOR FIRE !' + _T�Q INDEX OF SfHEETS 1, COVER SHEET 11. DARIUS STREET 2. NOTES & SPECIFICATIONS 12. GARRISON STREET TOTAL �.,TBERKSHIRE ROAD 13.NORDEN VALE STREET & ICE "R3 -5R - RIGHT TURN ONLY °VIII -1' - DEAD END KEN LANCE AVENUE WEB STREET & ARUNDEL WAY "R4-7" - KEEP RIGHT 'W14_r - NO OUTLET 14. DF_'NMARSH STREET & 2 EVERCLEAR AVENUE MOWGRAYS STREET 6, GORGRUM AVENUE 15. BUENA VISTA ROAD STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (STA. 18+02.60 TO 32+00.00) 7. IRONTOOTH AVENUE CONSTRUCT TYPE 'A' CATCH BASIN NTH 3.5° OPENING PER 16. BUENA VISTA ROAD 8. ' 9. QUENTARI AVENUE 17, BUENA VISTA ROAD SEWER MANHOLE - REFER SEWER & STORM DRAIN PIANS. LOAN 10. 7 8 9 1C�1 1 LEGEND: APOVC POINT ON VERTICAL CURVE FL ,6 y K PAI i6 CH O 15 1 14 1S 23 DESIRE; 19 ¢ 20 29 22 2? EC END CURVE TP TOP OF PAVEMENT PIVC POINT OF INTERSECTION PC FINISH CONCRETE ARVIN `aa F 26 25 POINT ON CURVE AP, ANGLE POINT B 0 29 I 99 E°'i-' 26 43 i ` 2 EDF Q26. ON FURNISH & INSTALL SURVEY MONUMENT PER GO -B. BID. ST -13. STREET LIGHTS - COB STANDARD EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -i. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-9. .'�-.. FURNISH & WSTALL STREET UGIT -5800 LUMEN PER CYl EA STD. ST -23 AND SPECIAL PROVISION 7-86-90, -��- FURNISH & INSTALL STREET UGIT -9544 LUMEN PER C.O.& No. 65102 BLAINF NEPTUNE F R,CE, 95102 {SATE N .�tMt sG�aRa�~r�Q. R.1:� 46ts5 DA`r� LEGEND_=11. INDEX OF SfHEETS 1, COVER SHEET 11. DARIUS STREET 2. NOTES & SPECIFICATIONS 12. GARRISON STREET TOTAL �.,TBERKSHIRE ROAD 13.NORDEN VALE STREET & ICE "R3 -5R - RIGHT TURN ONLY °VIII -1' - DEAD END KEN LANCE AVENUE WEB STREET & ARUNDEL WAY "R4-7" - KEEP RIGHT 'W14_r - NO OUTLET 14. DF_'NMARSH STREET & 5. EVERCLEAR AVENUE MOWGRAYS STREET 6, GORGRUM AVENUE 15. BUENA VISTA ROAD STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (STA. 18+02.60 TO 32+00.00) 7. IRONTOOTH AVENUE CONSTRUCT TYPE 'A' CATCH BASIN NTH 3.5° OPENING PER 16. BUENA VISTA ROAD 8. ALCAZAR AVENUE (STA. 32+00.00 TO 37+80.29) 9. QUENTARI AVENUE 17, BUENA VISTA ROAD SEWER MANHOLE - REFER SEWER & STORM DRAIN PIANS. STRIP NG PLAN 10. HOBLING WAY III ISA BERKSHIRE ROAD CONSTRUCT 18° BOTTOM YOUTH DRIVEWAY WIS RINGS AOBLI RIVER WAY STRIPING PLAN PER C.O.B. STD. ST -7 ON SHEET 16 1 LEGEND: APOVC POINT ON VERTICAL CURVE FL FLOWUNE BVC REON VERTICAL CURIE: CL CENTERLINE EVC END VERTICAL CURVE ELEV ELEVARON PI POINT OF INTERSECTION B.C.R. BEGIN CURB RETURN PRO POINT OF REVERSE CURVATURE E.G.R. END CURB RETURN PCC POINT OF COMPOUND CURVATURE BG BEGIN CURVE TO TOP OF CURB EC END CURVE TP TOP OF PAVEMENT PIVC POINT OF INTERSECTION PC FINISH CONCRETE 8 OF VERTICAL CURVE ARE RIGHT--OF-WAY P, O.C. POINT ON CURVE AP, ANGLE POINT PTL PROPERTY LINE CAI CURB AND GUTTER EP. EDGE OF PAVEMENT G.B. GRADE BREAK t7 FURNISH & INSTALL SURVEY MONUMENT PER GO -B. BID. ST -13. STREET LIGHTS - COB STANDARD EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -i. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-9. .'�-.. FURNISH & WSTALL STREET UGIT -5800 LUMEN PER CYl EA STD. ST -23 AND SPECIAL PROVISION 7-86-90, -��- FURNISH & INSTALL STREET UGIT -9544 LUMEN PER C.O.& STD. ST -23 AND SPECIAL PROVISION 7-86-10. - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LEGEND_=11. FURNISH & INSTALL TRAFFIC SIGNS PER C.P.B. STD. T-19. 'R1-1' PHASE - STOP 'S5-2° -.END SCHOOL ZONE 'R6-1' - ONE WAY I PHASE4 "RS -1" - DO NOT ENTER "W3-1" - STOP AHEAD TOTAL "R28{CANO PARKING ANY TIME PANICS}" - END 'IRE "R3 -5R - RIGHT TURN ONLY °VIII -1' - DEAD END 1601 1794 "R4-7" - KEEP RIGHT 'W14_r - NO OUTLET 1588 'R81 CA BIKE LANE 'R3-7' - RIGHT LANE MUST TURN RIGHT. { }` - AGGREGATE €IASE,CLASS2 "R7-9" - NO PARKING BIKE LANE --- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 17462 CONSTRUCT TYPE 'A' CATCH BASIN NTH 3.5° OPENING PER Gy C.O.& STD, D-14, UNLESS NOTED OTHERINSE 1489 - 1514 SEWER - REFER TO .SEWER & STORM DRAIN PLANS 1658 SEWER MANHOLE - REFER SEWER & STORM DRAIN PIANS. 6" CURE & GUTTER SIDEWALKI4'THICKj SEWER CLEANOUT - REFER TO SEVER & STORM DRAIN PLANS, 4618 18887 CONSTRUCT 18° BOTTOM YOUTH DRIVEWAY WIS RINGS 51266 24906 PER C.O.B. STD. ST -7 ON SHEET 16 IN -mm -mm- TRACT BOUNDARY CENTERLINE UYRIVEINAYS(ICUCCK) UNIT BOUNDARY EDGE OF PAVEMENT 2771 INTERCONNECT CONDUIT o STORM DRAIN UP CURB LAND GUTTER a.GR./ 1n SIDEWALK ~'C£N7ERUNE STORM DRAIN W _ W WING LANDSCAPE t. i i.. • a A : tI 1 cill I T OF BAKERSFIELD I RN COUN"iT CALIFORNIA STREET CONSTRUCTION PLANS FOR TENTATIVE, RACT N001 6577 UNITS 1 ',. n 13 �_ r ....._ 4 if I i I, I, I,DI"NITII - I ,IGI :II,I II +� J s� st � a l zs T a j xr I� I 5 I A� s 3 P� `'• - + 1 3 I I I i 90 ' y ® NII � x_ LI 00 S - _, -.. HUN uII t P 1 I : �t tl- / ' I u S No- 13 ® I 1 ,IN�� 04 f7j8D� �l�INI�I�EHINI�INiNl�i:9 NOTE: ii PRIOR TO CONSTRUCTION OF UNIT 4, IMPROVEMENT PLANS FOR BUENA VISTA ROAD FRONTING UNIT 6 WILL BE SUBMITTED FOR REVIEW # RIF $ _ i-. T ,a t 11 1 I } illlll� III JI��I II �I � ��I�I rm jNr 1 4n,rIIIIINl ITEMDESCRLPTION UNIT PHASE PHASE2 PHASE3 I PHASE4 PHASES TOTAL AC. PAVING 'IRE 2373 1601 1794 1449 1588 $885 AGGREGATE €IASE,CLASS2 Cy 4843 3198 3507 3146 2968 17462 ROADWAY EXC.AVANOWSU6GRAUE PREPARATION Gy 2013 1489 - 1514 18W 1658 8624 6" CURE & GUTTER SIDEWALKI4'THICKj Lf SEW 4618 18887 3400 3194 m1601 162681 51266 24906 3646 18455 19384 80130 UYRIVEINAYS(ICUCCK) BE 2771 2643 2319 8038 2435 15386 HANDICAP BAKER(ADAlTITLE 24TV13REAN51 EA 9 6 2 4 4 25 STREETNAME SIGNS EA 8 6 4 8 5 31 TRAFFIGCONTROLSIGNS EA 7 3 4 4 7 25 STREET LIGHTS - COB STANDARD EA 6 4 6 8 5 29 SURVEY MONUMENT & ENGAGEMENT EA 6 4 3 6 24 STRIPING TESTAIL 9- WHITE SKIP STRIPE) LF 551 731 P5v 1282 GNt1PINGLDECAL'Y2-DOUBLEYELLG'AI LF 756 491 731 1161 3139 STRIPING (SETA -:?.278 -FREE i. NEI LE 616 1286 1902 STRINNG(DENAA. 87B -LANE DROP) I8 211 211 STRIPING U)"Ail. 38- CHANITHOVING I INS) LE 156 885 10.95 STRIPING( DETAIL 39 -BIKE LANE) IS 1 1 461 1 731 418 1614 SARI CUT LE 1 778 1 560 1 789 36 2363 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION #::.. HOURSTHE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 O TELEPHONE 326-3049. NO CITY INSPEC11ONS MUL 13E GIVEN FOR THE WORK IN THIS AREA PERMITUNTIL A STREET PPROP SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT 'r OF WAY IS TO BE PRIVATELY 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT REQUIREMILL OF REQUIREMENTSSTATING THAT THE r RD FORTHSET OF ■ HAVE BEEN MET. I Nei 1 6u E l -61% Ill Ili IT IM MkIllm! REVIEWED BY: STUART J. PATTESON DATE R.C.E. NO. 44898 ASSISTANT PUBLIC WORKS DIRECTOR t / REVIEWED BY: TRAFFIC ENGINEER •r r •'I� IAMARAN WA, DATUM)ELEVATION = 346,44! PER MONUMENT 67 t t7i1L"' t 1 'tr r r r + Ir 1'r '64 1...• 6 6 1 SULUM, CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA BASIS OF BEARINGS: THE BEARING OF N , a E SHOWN FOR r } OF } 1 T, 30 PARCEL MAP PIT 10155, PM. }' 49, } 4 & P� nII STANDARD NOTES CONT. 24. 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. 25. 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 CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 26. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WALL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 27, NO PUBLIC WORKS INSPECTION WLL BE GIVEN FOR ME WORK IN THE UNDEDICATED ROADWAYS IN THE PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 2& WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND SIREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 29. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE 30. IF THE PROJECT IS SUBJECT TO PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). A "NOTICE OF INTENT" (NO) TO COMPLY FIRTH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SNRCB ORDER NO.2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMITREQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBUC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (MID) NUMBER: 51`15C378851 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT, 31. 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. 32. 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 CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PUN. 33. 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 PUN. 34. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY W PROGRESS ONLY BETWEEN THE HOURS OF &30 A.M. - 4. -DO P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOUDAYS WERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM O ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, 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 PUBUC TRAFFIC PUBLIC TRAFFIC MAY BE PERMITIED TO USE THE SHOULDERS AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER COJSTRUCIION. 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 PUBLIC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OW EXPENSE, FURNISH, INSTALL, AND MAINTAIN CONSTRUCTION AREA SIGNS, LIGHTS FLARES, TEMPORARY RAIUNG (TYPE K), BARRICADES, AND OTHER FACILITES FOR THE SCE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC, ALSO, MERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBUC TRAFFIC THROUGH OR AROUND THE WORK. 35. TRAFFIC STRIPES AND PAVEMF4T MARKINGS TO BE REMOVED WELL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHAD. 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 LEANING IS USED FOR THE REMOVAL OF PAINED 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 NIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BEPERMITIED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN INE TRAFFIC PATTERN. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL TE FEATHERED OUT TO IRREGULAR AND VARYING MOTHS 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 M CONFORMANCE MTN THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS', O THE STANDARD SPECIFICATIONS AND THE FOLONNG IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS NTH AN AVERAGE WIDTH O 2 FEET ON EACH SDE OF THE BUST 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 PLARMSHING AND APPLYING FOU SEAL AS SPECIFIED HERON SHALL TIE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAIS PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE, NOTHING IN THESE SPFCIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC SAFETY," O THE STANDARD SPECIFICATIONS. TRAFFIC STRIPES AND PAVIVENT 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 THE STANDARD SPECIFICATIONS. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DEUNEATION IS OBUTEIRAED OR MIEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DEUNFA71ON WITH TEMPORARY DELINEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC UNE TAPE APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES NDE 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 NTH THE MANUFACTURERS INSTRUCTIONS. TEMPORARY DELINEATION MUST BE THE SAME IXNAR AS THE PERMANENT DELINEATION, REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES k 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 SHAD. BE PLACED MTN RAPID SET EPDXY PER SECTION 95-2.04 O THE STANDARD SPECIFICATIONS. 36. ANY MIRK CONNECTING TO EXISTING PUBLIC FACUMES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBUC RIGHT-OF-WAY TO ESTABUSH THE NECESSARY DEPOSIT FOR A STREET PERMIT. ( FOR TRACTS NTN PRIVATE STREETS, PAROL. MAP IMPROVEMENTS, OR PUBLIC TRACT WITHOUT RECORDED MAPS) ASPHALT CONCRETE PAVING TESTING NOTES: 1. SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MOOIF ED) 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 SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE 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 WTH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE MTN 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 ENGINEER'S REVIEW AND APPROVAL A. UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, '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 SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE NTH CALIFORNIA 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 D2041. 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 UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED NTH THE ASPHALT CONCRETE MIX DESIGN. 6. MERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 7. A PRIME COAT WILL NOT BE REWIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER, 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES. WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD. OR S. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY C. BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 12. 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 WMICH 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 PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF TIF_ CONFORMS WHEN PAVING OPERATIONS RESUME. 13. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 F00T, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED CONFORMS WHEN PAVING OPERATIONS RESUME 14. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CAUFORNIA TEST 375. 15. 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 CIN 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 LOT SHALL BE REMOVED AND REPLACED NTH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 16. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED NTH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 17. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. 18. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WTHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL. BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK. SHALL BE AT THE CONTRACTOR'S EXPENSE, 19. 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 UNITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, '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 INE ENGINEER. 20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVFLOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 21. 95% COMPACTION AT LEAST V ON EACH SIDE OF CROSS CUTTERS. 22. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-22 OF THE 'GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE 'GREENBOCK'_.... ... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED 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 BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 23. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FO_LONNG MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: 24. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT' LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE 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. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER "THAN ASPHALT CONCRETE BASE) IS TO BE PLACE 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. 25. IF THE PROJECT IS SUBJECT TO PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). A "NOTICE OF INTENT' (NOI) TO COMPLY NTH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED NTH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.2009-D09-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED NTH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (W)ID) NUMBER: 5F15C378851 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT, TRENCHING NOTES: ( 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 WROTH 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 MOTH 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 UTIUTY 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 Mh! ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMME.'DIATELY 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 3 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 UTILIT" CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE NTH 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 SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALK3NMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THRFE (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 UTILIZATION OF IN -SEN MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGUNE CONTRACTOR SHALL PROVIDE -FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLIKE. FARM 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 BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BETIDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL-SUCING 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 BACKFA.L. 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 EQURMENT 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 HE PERMITTED, SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED NTH 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. WREN THE: CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, 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 MTHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING 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 (909) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING 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. BACKOLL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE NTH SECTION 19, "EARTHWORK" AND SECTION 6-3, 'TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA., DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MA"ERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF 8ACKFILL 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 NTHN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL HE DETERMINED BY CAUFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D15S6. 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 DRAWNGS S-7, S-8, AND 5-21 AND SECTIONS 70-1.02H 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 OTHERNSE. 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: do Eyf9CL` #_]11 IwFaA CONTRACTOR SHALL. UTIUZE RCP PIPE, CLASS III NTH 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 65-1.068, '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 APPUANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING NTH A JOINT DAMAGED OR FLATTENED WALL 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 LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT PATH 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 FNO PIPE. BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO 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 UNE. 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. OATH 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. 2. BO2E0lJACKED PTFE;, 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 'NTH 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 'RHE 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 CONTRACTOR'S 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 WALL 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 PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED OATH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. 3 IS THE INSTALL BREASTSOAROING 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 CIN 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 WATERTGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. CTlTUH1["y(.177IJX`! 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 NTH 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 PUBLIC 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. — —_ - v v ✓ I INTERSECTION STA 37+80.00 CAL. BERKSHIRE A C = S I. 16+81.74 _ . STA. 37+80.29 C.L. BUENA VISTA CNT STA. 16+81.74 C.L. BERKSHIRE CNT = TRACT BgJNDAY� \ STA 11+48.64 C.L. ARUNDEL CNT STA LI 22+84.83 CJ_ BERKSHIRE CNT 10+ D +00 M 1_ E. 81-1 a- 12+00 r i3+00 S69'01fi'E 681.74° 74+00 15+� 16+W -,,,; �, r. f Mi m!_ .-t7+ s 4. 18+00 19+00 S89BIVI "E 602.68' 20+00 21+00 22+00 -" • v,. C k' < ,�l iS i C N _IC� ...- C .... .. ;C ..._.. ...IC - - - R/W 4 6 9 3 .�— __-_-'—YC _ ._ iC. _ _ __IC _NI PYi""'"_.._ - $ Rm 15 _ V � ic- 15 R - M PA 0 IC o ed n 64, �w 24 U ! 25 •` !C * u�mh v«im w� i I 1 1 29 ; I29 20 I I a7 H *} ++ �mw I i +�+ f ++ j '+ xmioCJ 1 +°' 23 r m i+ + I 3O' I 30' II m w / ,s-Stil `r�r"�- 1 ' I I I q� ' I wo ! b'`2-"� ® rj. 7 ! MCI v, w mm drain I f o f 1 i W 1 Wtnm� dorm l \� BUENA VISTA ROAD AfUNDEL i SEE SHEET 16 SEE SHEET 13 `1 > BERKSHIRE ROAD >I STA, 10+00.00 C,L, TO 22+84,63 GL, SCALE: 1" = 50' HORIZONTAL i 354 352 350 348 346 344 342 340 11+00 12+00 13+00 14+00 15+00 POVC POINT ON VERTICAL CURVE 16+00 17+00 18+00 FL fLOWDNE BVC BEGIN VERTICAL CURVE STA, 10+00,00 C.L. TO 22+84,63 C,L. CENTERLINE EVC END VERTICAL CURVE (( I 'ft5-1' DO NOT ENTER 'W3-1* STOP AHEAD ELEV ELEVATION PI POINT OF INTERSECTION SCALE: 1" = 50' HORIZONTAL "R26(CA)` - NO PARKING ANY 7IME"W31(CA)- - END '104-1' B.C.R,. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY - DEAD END E.C.R. 1" = 5' VERTICAL @ "R4-7" - KEEP RIGHT "W14-2" - NO OUTLET SC BEGIN CURVE TO TOP OF CURB "R3-7" - RIGHT LANE MUST TURN RIGHT-RA(CA)- - BIKE LANE EC END CURSE TP TOP OF PAVEMENT CD "R7-9" - NO PARKING BIKE LANE PEW POINT OF INTERSECTION FC FINISH CONCRETE TAPER NUMBER SEE TABLE Rjw R3, OF VERTICAL CURVE ROL RICHT-CF-WAY -- D * DURING EXCAVATION FOR THE ROAD IMPROVEMENTS FOR BERKSHIRE PA.C, POINT ON CURVE A.P. ANGLE POINT 0 LANDSCAPE EASEMENT PROPERTY LINE C/C CURB AND GUTTER ROAD, IF TREE ROOTS ARE PRESENTAT THE NORTH EDGE OF PROPOSED SIZE E.P. 45'-49' I TO BE DEDICATED CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER PAVEMENT, THE NORTH EDGE OF FINISHED PAVEMENT GRADES MAY BE FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. 5T-/3 ati Q VARIES PER FINAL MAP .. j ADJUSTED UP, AND CROSS FALL OF BERKSHIRE ROAD MAY BE ADJUSTEDvARIEs T a°—s' ( 3z' 77' i I i 1 UP TO 3.47, TO THE SATISFACTION OF THE CITY ENGINEER, IN ORDER TO SEWER CLEANOUT - REFER TO SEWER & STORM BRAIN PLANS + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -T. 2' WALL FORMS EASEMENT AVOID EXISTING TREE ROOTS AS MUCH AS IS REASONABLY POSSIBLE. CONSTRUCT 18' BOTTOM WDTH DRIVEWAY W/3' ROAD -�- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C,0,8.. K BE DEDICATED �\ 30 FEET OF TRAVELED WAY WIDTH FROM EP TO FLOWLINE SHALL BE STD. ST -23 AND SPECIAL PROVISION 7-86-10. I P FINAL MAP a s : ® ®® MAINTAINED, AS SHOWN ON THE SECTION DETAIL FOR BERKSHIRE ROAD, STD. ST -23 AND SPECIAL PROVISION 7-86-10, :A i EXISRNG STREET LIGHT PER SEPARATE APPROVED STREET PLANS .• ,. - •... •:- UNIT BOUNDARY EDGE OF PAVEMENT a' 32" fey N ,W ( P \,.__ �'� !''✓�_—." . ------ ✓'------ �^�� .._./A /',. r`., 2% 2%�._.2.0%* 29 MAK I PAD BEV. i -- cc AD W cc MY a CR ASAS FUTURE ,y=1— 9 2,09 MIN, — J z ELI UJI AN - PAVEMENT 0.30' A.C. PAVING 4.1 MAX. < !' UJ m a IL uj Z COY Ti. 8.0 GWV AGC. BASE 1 i I °`R" VALUE 21 0.50° COMPACTED SUBGRADE COMPACTED TO 95% BERKSHIRE ROAD f\°\ A STA. 10+00.00 TO 22+84.63 3 SCALE: 1" - 10° ((HORDO LEGEND: LEGEND {CONT. POVC POINT ON VERTICAL CURVE ReiFURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "RI FL fLOWDNE BVC BEGIN VERTICAL CURVE -l' STOP "55-2' -END SCHOOL ZONE "R6-1" - ONE WAY CL CENTERLINE EVC END VERTICAL CURVE (( I 'ft5-1' DO NOT ENTER 'W3-1* STOP AHEAD ELEV ELEVATION PI POINT OF INTERSECTION oul "R26(CA)` - NO PARKING ANY 7IME"W31(CA)- - END '104-1' B.C.R,. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY - DEAD END E.C.R. END CURB RETURN BOB POINT OF COMPOUND CURVATURE @ "R4-7" - KEEP RIGHT "W14-2" - NO OUTLET SC BEGIN CURVE TO TOP OF CURB "R3-7" - RIGHT LANE MUST TURN RIGHT-RA(CA)- - BIKE LANE EC END CURSE TP TOP OF PAVEMENT CD "R7-9" - NO PARKING BIKE LANE PEW POINT OF INTERSECTION FC FINISH CONCRETE TAPER NUMBER SEE TABLE 4, OF VERTICAL CURVE ROL RICHT-CF-WAY -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PA.C, POINT ON CURVE A.P. ANGLE POINT 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PA PROPERTY LINE C/C CURB AND GUTTER ,,—PIPE SIZE E.P. EDGE OF PAVEMENT G.R. GRADE BREAK -0- CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER n FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. 5T-/3 ati Q 00.8. STD, D-14, UNLESS NOTED OTHERWISE. Col EUSDNG SURVEY MONUMENT 5 SEWER - REFER TO SEWER IN STORM DRAIN PLANS T FURNISH & INSTALL STREET SIGN PER C.O.B. STO. T-1. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. i SIMULTANEOUSLY. REMOVE AND SALVAGE THE 0 SEWER CLEANOUT - REFER TO SEWER & STORM BRAIN PLANS + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -T. I >rn au CONSTRUCT 18' BOTTOM WDTH DRIVEWAY W/3' ROAD -�- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C,0,8.. tl=i1 PER C.O.B. STD, ST -7 ON SHEET % STD. ST -23 AND SPECIAL PROVISION 7-86-10. -Ca- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. a s : ® ®® TRACT BOUNDARY CENIERIINE --- -- ----- STD. ST -23 AND SPECIAL PROVISION 7-86-10, i EXISRNG STREET LIGHT PER SEPARATE APPROVED STREET PLANS .• ,. - •... •:- UNIT BOUNDARY EDGE OF PAVEMENT INTERCONNECT CONDUIT 'P # w %-.-\ REVISIONS APPROVED BY:. CONSTRU010N NOTES: CONSTRUCT TYPE 'Er CURB & GUTTER PER C.O.B. CONSTRUCT COMBINATION PER CO.B. STD CN SHEET 16 14STALL STREET SIGN E STANDARD CONSTRUCT y. PER CALTRANS 2002 STANDARD. R.S.P. ABaACASE IV CONSTRUCT STREETSAWCUT GORGING E,P. PER RESPECTIVE r. OR .. DIRECTED CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. r STANDARDQ) ST -7 ON SHEET 16 PAIN] IZ' UNIT UNE USING THERMOPLASTIC PAINT PER CALTRANS SHEETCONSTRUCT 5.5' COMBINATON SIDEWALK PER OAK SID ST -5 ON FUTURE TYPE *M` CURB PER C.O.B. STR GET 10, RAM EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND 9 ADJUST EXISTING MONUMENT r 19 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C "IN W-31(CA) SIGN WITH OM4-3 MARKER AT IHE PHASE/tRACT BDAR ADJACENT CONSTRUCTED AT THE SAME TIME. REMOVE SIGN NTH THE CONSTRUCTION r a CONSTRUCT TYPE "A" TEMPORARY 6" A.C. DIKE _ CALTRANS 2002 STANDARD PLAN FISH A87B FURNISH AND INSTALL INTERCONNECT CONDUIT BOXES BLAINE NEPTUNE' R,C,E. 95102 DATE JI SCHROETER R,C,E. 48185 DATE iZ C 6 11. x ev q Know l Cal I before you dig. OITY RECORDS iNO: SECTION 3' DRAJN PLANS FOR STORM SECTION DESIGNATION AND SEWER DETAILS (( I LOCALE x ! oul 1 OVER k' I O.G TV z- BE COMPACTED TO 95% RELATIVE @ CURVE NUMBER FOR CURVE DESCRIPTION PAVEMENTDENSITY . r O 0tl OVER 19BASEOVER r COMPACTED r CD HEM OF WORK SEE SCHEDULE BE COMPACTED r 0 xC.O.B.'r. TAPER NUMBER SEE TABLE 4, BUENA VISTA ROAD- PAVEMENT TO BE M45' TYPE 'A' AC4 3 o W� > OVER 1170' AGGREGATE BASE OVER LAS COMPACTED S O N - r BE COMPACTED DENSITY ,,—PIPE SIZE 5. ALL CATCH BASINS TO BE TYPE *A" WITH 3.5 OPENINGS 4`W U1IUT`C i' {,l Y b PER C.O.B. r ati Q r..-,,:. INSTALL W-31(rA) SIGN NTH ONK-3 MARKER AT THE UNIT I q J G -GAS IRR -IRRIGATION NOT BOUNDARYCONSTRUCTED I i SIMULTANEOUSLY. REMOVE AND SALVAGE THE o� SON WITH CONSTRUCTION OF w %-.-\ REVISIONS APPROVED BY:. CONSTRU010N NOTES: CONSTRUCT TYPE 'Er CURB & GUTTER PER C.O.B. CONSTRUCT COMBINATION PER CO.B. STD CN SHEET 16 14STALL STREET SIGN E STANDARD CONSTRUCT y. PER CALTRANS 2002 STANDARD. R.S.P. ABaACASE IV CONSTRUCT STREETSAWCUT GORGING E,P. PER RESPECTIVE r. OR .. DIRECTED CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. r STANDARDQ) ST -7 ON SHEET 16 PAIN] IZ' UNIT UNE USING THERMOPLASTIC PAINT PER CALTRANS SHEETCONSTRUCT 5.5' COMBINATON SIDEWALK PER OAK SID ST -5 ON FUTURE TYPE *M` CURB PER C.O.B. STR GET 10, RAM EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND 9 ADJUST EXISTING MONUMENT r 19 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C "IN W-31(CA) SIGN WITH OM4-3 MARKER AT IHE PHASE/tRACT BDAR ADJACENT CONSTRUCTED AT THE SAME TIME. REMOVE SIGN NTH THE CONSTRUCTION r a CONSTRUCT TYPE "A" TEMPORARY 6" A.C. DIKE _ CALTRANS 2002 STANDARD PLAN FISH A87B FURNISH AND INSTALL INTERCONNECT CONDUIT BOXES BLAINE NEPTUNE' R,C,E. 95102 DATE JI SCHROETER R,C,E. 48185 DATE iZ C 6 11. x ev q Know l Cal I before you dig. OITY RECORDS iNO: 0 N L�, (( I oul 1 z- 0 0 O 0tl CD i x W U M 3 o W� > O N - N IS W Q 5 8 a = I� I i' {,l Y b ati Q w I q J m< I i o� i I >rn au I i �I fey N I ( P I i cc AD W cc MY a CR ASAS >� r Uj cc — J z ELI UJI AN BICnCL < !' UJ m a IL uj Z COY I® i GI W U.0 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C9 35.00` 13.70' 6.94' 22"2535" C2 84.00' 194.64 191.96' 132'4355' C3 35.00' 53.68' 33.73' 8+5244' C4 2000' 31.42' 20.00' VOODOO" C5 35.00' 54.98' 35.00 90'00'00" CB 80.00' 197.70' 202.06' 134'51'11" DARIUS STREET SEE SHEET 11 f Y I ARUNDEL WAY SEE SHEET 13 STREETBR(ODIKEN LANCE STA. 10+00.00 C.L. TO 19+04.43 C.L. SCALE: 1" = 50' HORIZONTAL UNIT I _- 354 --'. 352 --I 350 --- 348 - 346 - - 344 - 342 340 -- 338 R/W R/W I _ aw v I ----------------- 1 c• a c• � °M. I m e M � rt 1 1 — 1 aPAM ' PA 4.5 WIDE 'Af,'C. BAST `SEE TABLE BELOW 4S WIDE COMBINA71ON FOR LOCAL COMSNAITP SOEWALK 0.00' COMPACTED D• L TD SECTIONS BY APHASE T S00WAU( PROPOSED TIPE'D" 95%RELATIIE DENSITY DOSED CURB & GUTTER A LOCAL STREET SECTION CURB & CUTTER 4 SCALE: 1'10 HORIZONTAL 1'=5' VERTICAL n=4.5 LOCAL STREET PAVEMENT SECTIONS UNITS T.I. "R" _ r N I A.B. S.G. NOTES: UNIT i, 2 & 5 4.5 21 0.20' 0.75' 0.50' UNIT 3 & 4 4.5 13 0.20' 0.85' 2 j A _ _ — - SECTION DESIGNATION AND SERER DETAILS z q �S Lt CL EVC END VERTICAL CURVE V r c� 2 LOCAL STREETS - A.C. DIPEOMP ON SHEET 16 ELEV ELEVATION PI PONT OF INTERSECTION �TSA1' MP R n M is SHM ATE BASE O R .50' CT OG TO OVER 0.85' AGGREGATE BAS OVER 0.519 COMPACTED Q j\ B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE 'R3- - RIGHT TURN ONLY - DEAD END COED BE COMPACT® TO 95% RELATIVE DENSITY PFR C.D.B. STD. St -9 E.CR. END CURB RETURN PCC POINT OF COMPOUND CURVATURE / O CURVE NUMBER FOR CURVE DESCRIPTION F m BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "A' A.C. F� R/W R/W I _ aw v I ----------------- 1 c• a c• � °M. I m e M � rt 1 1 — 1 aPAM ' PA 4.5 WIDE 'Af,'C. BAST `SEE TABLE BELOW 4S WIDE COMBINA71ON FOR LOCAL COMSNAITP SOEWALK 0.00' COMPACTED D• L TD SECTIONS BY APHASE T S00WAU( PROPOSED TIPE'D" 95%RELATIIE DENSITY DOSED CURB & GUTTER A LOCAL STREET SECTION CURB & CUTTER 4 SCALE: 1'10 HORIZONTAL 1'=5' VERTICAL n=4.5 LOCAL STREET PAVEMENT SECTIONS LEEML UNITS T.I. "R" A.C. I A.B. S.G. NOTES: UNIT i, 2 & 5 4.5 21 0.20' 0.75' 0.50' UNIT 3 & 4 4.5 13 0.20' 0.85' 0.50' LEEML 25' ILGENO CONT.): LEGEND (CONT.): = 50' 50' 100' CONSTRUC13I19 NOTES: ABBREVIATIONS POUC POINT ON VERTICAL CURVE R�1, FURNISH & INSTALL TRAFFIC SIGNS PER C.0.0. SM T-19: _ _ "R .l' STOP SECINN 1. SEE SEWERWE AND STORM DRAIN PLANS FOR STORM DRAIN Oj CONSTRUCT TY1�E °e' CURB &CUTTER PER C.0.6. STD ST -1 FL FLOWi1NE SVC BEGIN VERTICAL CURVE CENTERLINE `55-2" -ENO SCHOOL ZONE "RB -t" - ONE WAY "W3-1" - STOP AHEAD _ _ — - SECTION DESIGNATION AND SERER DETAILS O CONSTRUCT 0.5' COMBINATION SIDEWALK PER C.0.B. 510 S? -5 CL EVC END VERTICAL CURVE 'R5-1' - DD NOT ENTER 2 2 LOCAL STREETS - A.C. DIPEOMP ON SHEET 16 ELEV ELEVATION PI PONT OF INTERSECTION "R26(CA' - NO PARKING ANY TIME "M4-1"}" -END °W14-2 n M is SHM ATE BASE O R .50' CT OG TO OVER 0.85' AGGREGATE BAS OVER 0.519 COMPACTED Q INSTALL STREET PER C.O.S. STANDARD DETAIL T-1 B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE 'R3- - RIGHT TURN ONLY - DEAD END COED BE COMPACT® TO 95% RELATIVE DENSITY PFR C.D.B. STD. St -9 E.CR. END CURB RETURN PCC POINT OF COMPOUND CURVATURE 'N4-7" - KEEP RIGHT "0014-2 - NO CUTLET O CURVE NUMBER FOR CURVE DESCRIPTION 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "A' A.C. (� IICN CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 STANDARD PUN SC BEGIN CURVE TC TOP O' CURB "R3-7` - RIGHT LANE MUST TURN RIGHT 'fR81(CA)- - BIKE LANE � ITEM OF WORK - SEE SCHEDULE OVER 0.95' AGGREGATE. BASE OVER O.W COMPACTED O.G. TO i+ R.S.P. A86A-CASE A EC ENO CURIE 1P TOP OF PAVEMENT 'R7-9' - NO PARKING BIKE LANE \tel BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 ® CONSTRUCT 6° BLOCK WALL PER WALL CONSTRUCTION PUNS PIVC PONT OF INTERSECTION FC FINISH OOMCRE'TE 1 TAPER NUMBER - SEE TABLE Q 4. BUENA 'ASIA ROAD- PAVEMENT TO BE 0.45 TYPE "A" A.C. B O SAWOUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE R/W RIGHT--CF-WAY --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OVER 0.70' AGGREGATE BASE OVER 1.35` COMPACTED O.G. TO DIRECTED BY ENGINEER P.O.C. POINT ON CURVE A.P. ANGLE PONTBE STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS COMPACTED TO 958 RELATIVE DENSITY PER C.O.B. SID. ST -9 O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. STD. PA PROPERTY MINE CJG CURB AND GUTTER "A" /--PIPE PIPE SIZE 5. ALL CATCH BASINS i0 BE TYPE 'A` WIN &5' OPENINGS ST -7 ON SHEET 16 E.P. EDGE OF PAVEMENT G.0 GRADE BREAK CONSTRUCT TWE CATCH BASIN 97H 3.5° OPENING PER 4W PER C.O.B. BID. D-14, UNLESS NOTED OTHERWISE PAINT 12" UMI: LINE USING THERMOPLASTIC PAINT PER CALTRANS ® FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STT. 5T -t3. C.O.B. SID. D-14, SUNLESS NOTED OTHERWISE. W --WATER D -DRAIN B. Y INSTALL W-31(CA) SGV RAH OL14-3 MARKER UNI. v STANDARD SPECIFICATION PTH-02ALKYD EXISTING SURVEY MONUMENT —' s SEWER - REFER TO SEWER & STORM DRAIN PLANS G -GAS IRR—IRRIGATION S -SEWER BOUNDARY WITHIN IAT TS N T{E TRACT IF ADJACENT UNIT 1.5 NOT O9 CONSTRUCT 5.'.+ COMBINATION SIDEWALK PER C.O.B. STD ST -5 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE ON SHEET 16 + FURNISH & INSTALL STREET SIGN PER C.O.& STD. T-1. SIGN WITH CONSTRUCTION OF ADJACENT UNIT 90 FUTURE TWE "M" CURB PER C.O.S. STD, DET. ST -2 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. SEWER CLEANCUT - REFER TO SEWER & STORM BRAIN PLANS 11 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND CONSTRUCT IV BOTTOM WIDTH DRIVEWAY W/3' WINGS -o- FURNISH & INSTALL STREET LIGHT -5600 LUMEN PER 00.6. TI':. PER C.O.B. STD, ST -7 ON SHEET 167© ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE STD. ST -23 AND SPECIAL PROVISION 7-86-10. i3 INSTALL INSTALL TYPE 31 BARRICADE PER CALTRANS STANDARD PLAN CALTRANSSTAKER A - - FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. ®� ®®ae o 09 r a ® TRACT BOUNDARY CENTERLINE — - — - — NS WITH W-31(CA) SGV NTH THE STD. ST -23 AND SPECIAL PROVISION 7-86-10. ^^" UNIT BOUNDARY EDGE OF PAVEMENT BOUNDARY ADJACENT PHASE IS NOT -.. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONPHASTRUCTEDE/IRACT CONSTRUCTED AT THE SAME TME. REMOVE ANDSALVAGE THE E INTERCONNECT CONDUIT SIGN 1X111 THE CONSTRUCTION OF THE ADJACENT PHASE 14 CONSTRUCT TYPE "A" TEMPORARY 6' A.C. DIKE PER CALTRANS 2002 STANDARD PLAN RSP A878 FURNISH AND INSTALL INTERCONNECT CONDUIT & PULL BOXES 16 PER C.O.B. BED. BET. T-33 & T-34 50' 25' SCALE: O' 1" = 50' 50' 100' Ia a a+vav •�. before you dig. DARIUS STREET SEE SHEET 11 GARRISON STREET SEE JlN l r � � S I I SHEET R/W 20' p' R/Po { I I 3 -R 17 20'' 20' ' u $ I r li I ro a� o6o� 7of a 3 �i1 9 o o� 10a, LL LL, s_ o� 12 13 14 fi5 3� --------- 18 F S 18" C1 aN �' >•imYl __. NO �Nmh_d � d o_-..�_.". a R/W' ¢ ~N ,N- �¢ _3 -n'._ � 3L=Nm•- Nn•�- 1 3_Nm� �`M±I 3�K.'Vn~m+I NN_+� 1 W¢> Cm+V v~am.a z i:o 1 Fcti4ic$s 3Od m m _w22 10+00 11+00 4 _ 11+00 m1 2+ - nN -— - _I�_ — _ _ _ _ " 13+009 4+00 I 10_ 15+_s0 0 _ S 6+00 17+00 1 2 1 2 R/W m 198SI- `-' _ J _LL�m___.�__ J_ __ Jr e_'_- `.e -- e..e e - 4m1 I o ! t I R/1Y -_ 3 .__.rQ pot` w __.��_�._ /Ydel o R 1 3 20' 2O`r+ipo m10 rc YPI N 1 0 30' y $$ $g JJC a 1 1N31 1 N!N 2N� N� ;25N� Njj N )$ p 20291 27 26 24 23 22 21 0 0 1 ! Qm I Rmm UNIT -11- .. w 18"O` i8"O iW 1 �! m U 1A1 1 I j� rd R Kn I 30 '0 .mow -1 _ 1 I _ � - _._ E". -;._ _ _ _ i 1 1 m j UNIT � � 1 I ! tl � — — I— � � r,r — =� a 29 x DARIUS STREET �Li 1\1 1 I 1 � GARRISON :STREET SEE SHEET 11 (� { G E R( _ L t A H ® V E N O P• SEE SHEET 12 two W STA®. i170�+1O�Om.600v6CC..L.. 7TO ;�91+.10.00 C.®L �m SCALE: 1" 50' HORIZONTAL 352- -- -- - - - 352 � 350 s 1 -- - - - 350 348 - - - -- - - - - + - ' a 348 I I I I 346 -- 46 APPROXIMATE EwsnNc �amE EXISTING 1.434 OUN 344 342342 "4.37% L -311,42'P PROPOSED NORTH FLOW.EPoE __i'_ �- _-_ `-__. NE -.a R POSEG NORTH FLOWU O - _ 340 sso sTx _ - c� 340 w w w - -- - - - - -- 338 m 338 I r - - -- - - - 336 336 f � I - ' -r— � j �< I sxa 334 334 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STA. 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 --- -- - - - - - 352 I , g 350 350 p m - - -- - r 348 I �- --- - - - -- _ 348 _ _ 346 L + 3 46 APPROXNG IMATE ExISNG 344 y -�am$c344 -2 - 342 342 PROPOSED SOUTH FLOWkINE -. 7% 340 j 340 PROPOSED SOUTH OWUNE 338 r - -- - - - - - -- - - -38 > 3 336 336 334 __ - - - - --- -I- 334 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STA, 10+00.00 C.L. TO 19+10.00 CL. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL i EGEND (CONT.7_ LEGEND (CONT.): NOTES: CONSTRUCTION NOTES: ANKMAD(NiS FURNISH & INSTALL TRAFFIC SIGNS PER C.0.8. SID. T-19: SEC11a1 POVC PONY ON VERTICAL CURVE " _1" _ STOP T. AN SEWER AND STORM GRAN PLANS FOR STORM DRAIN Oj CONSTRUCT TWE "B' CURB & SETTER PER C..A. SID ST -9 EL FLAVNNE BVC BEGIN VERTICAL CURVE "R6-1" - ONE WAY °55-2" -END SCHOOL ZONE _ _ , _ :�:2) SECTION DESGNA,nON AND SEWER DETAILS CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.A. STD ST -5 CL CENTERLINE EVC END VERTICAL CURVE R5-1" - 00 NOT ENTER 'W3 -i" - STOP AHEAD 2. LOCAL STREETS - PAVOAENT TO BE 0.20' TYPE"B' A.C. ON SHEET 16 ELEV ELEVATION Pi POINT OF INTERSECTION 'R26(CA" - NO PARKING ANY TIME 'W31(CA)" - END SHEET OVER 0.85' AGGREGATE BASE OVER 0,50' COMPACTEO O.G. TO B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE "W14 1" - DEAD END SECTION IS SHOWN BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T- I ",R3 -5R - RIGHT TURN ONLY WI4-2" - NO OUTLET CI CURVE NUMBER FOR CURVE DESCRIPTION 4 EC.R. END CURB RETURN POC POINT OF COMPOUND OIRVARRRE "RhY -KEEP RIGHT O 3. BERKSHIRE ROAD -PAVEMENT 10 BE O..:A' TlPE "A' A.C, OCONSTRUCT P.�A88A--CASE � RAMP PER CALTRANS 2002 STANDARD PLAN EIC - BEGIN CURVE TC TOP OF CURB 'R3-7" - RIGHT LANE MUST TURN RIGHT "R81(CA)' - BIKE LANE ITEM OF WORK -SEE SCHEDULE OVER 095' AGGREGATE BASE OVER 0.50' COMPACTED O.C. TO R EC END CURVE 7P TOP OF PAVEMENT °R7-9" - NO PARKING BIKE LANE BE COMPACTED TO SIS% RELATIVE DENSITY PER C.O.B. STD. 5T-9 05 CONSTRUCT 6' ROCK WALL PER WALL CONSTRUCTION PLANS PIVG PONT OF INTERSECTION FC FINISH CONCRETE O TAPER NUMBER - SEE TABLE 4. BUENA VISTA ROAD- PAVEMENT TO BE 0.45' TYPE '9 A.C. O SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS CAL OF VERTICURVE R/W RIGHT-OF-WAY -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OVER 0.70' AGGREGATE.. BASE OVER 1.35' COMPACTED O.G. TO B DIRECTED BY EN'WNEER P.O.C. PONT ON CURVE A.F. ANGLE POINT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 P PROPERTY LINE C G CURB AND GUTTER 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAW PLANS O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. STD. /L / /—PIPE SIZE S. ALL CATCH BASINS TO BE TYPE "A' iWTH 3.5' OPENINGS ST -7 ON SHEET 16 E.P. EDGE OF PAVEMENT G.B. GRADE BREAK Itr CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER 4"W UTILITY: PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 8 PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS (NL} FURNISH & INSTALL SURVEY EMONUMENT PER C.O.S. $TO. ST -13. C.O.B. SID. 0-14, UNLESS NOTED OTHERWISE. W -WATER D -DRAIN O STANDARD SPECIFICATION PTH-02ALKYO G -GAS IRR -IRRIGATION 6. INSTALL W-31(CA) SIGN WITH OA4-3 MARKER AT THE UNIT EXISTING SURVEY MONUMENT s-- SEWER - REFER TO SEWER & STORM DRAIN PLANSS_ BOUNDARY VAIHIN THE TRACT IF ADJACENT UNIT IS NOT OSI CONSTRUCT 5.5' COMBINATION SIDEWALK PER CO.B. STD ST -5 SEWER CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE ON SHEET 16 FURNISH & INSTALL STREET SIGN PER C.0.8. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SIGN WITH CONSTRUCTION OF ADJACENT UNIT 10 FUTURE TWE "M" CURB PER C.0.8. SIO. DET. ST -2 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEINER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 99 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS �- FURNISH & INSTALL STREET UGIT -5800 LUMEN PER C.O.B. PER C.O.B. SID. ST -7 ON MEET 16 ADJUST EXISTNC MONUMENT FRAME & COVER TO FINISHED GRADE STD. ST -23 AND SPECIAL PROVISION 7-86-10. 13 RD PLAN R CALTRANS STANDARD �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER QO.S. ®®w ®e ®®• w ® TRACE BOUNDARY CENTERUNE - - -- - — INSTALL TWE IN A73C WITH W-3':'BARBBARRICADESIGN WITH 0.14-3 MARKER A SNE SID. ST -23 AND SPECIAL PROVISION 7-86-10. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS UNIT BOUNDARY EDGE OF PAVEMENT--�r--••---n�-- PHASE/TRACT &RINDARY IF ADJACENT PHASE IS NOT INTERCONNECT CONDUIT ---- --'c----- CONSTRUCTED Al THE SAME TIME REMOVE AND SALVAGE THE SIGN WIN THE CONSTRUCTION OF THE ADJACENT PHASE 14 CONSTRUCT TWE 'A' TEMPORARY 6" A.C. DIKE PER CALTRANS 2002 STANDARD PLAN RSP A87B 95 FURNISH AND INSTALL INTERCONNECT CONDUIT & PULL BOXES PER G.D.B. SID. TXT T-33 & T-34 CURVE TABLE CURVE I RADIUS LENGTH I TANGENT DELTA CI 20. W' 31.4Y 20.00' I 90'00'00" SCALE: 1" = 50' 1 2'I DARIUS STREET g� SEE SHEET 11 Zu, MW W m a I o ! Jv aaVCOpi Zgg 16 VV ` t 14 o SCALE: LEGEND DOT.): 15 R/W / N� DNI) UIPo' , N DELTA CONSTRUCTION NOTES: _---'-- —1 L dal POVC POINT ON VERTICAL CURVE I� ISS, FURNISH & INSTALL. TRAFFIC SIGNS PER C.O.B. STD. T-19: °55-2° "Rt-,' - STOP�R'/`-I 14 5 i SEC11ON LL 20' '20' SEE SEWER AND S10RRR DRAIN PIANS FOR STORM DRAIN y_AR CONSTRUCT TYPE 'B' CURB &GUTTER PER C.O.B. STI? ST -1 . --'DARIUS (STREET FLOWUNE BV'C BEGIN VERTICAL CURVE CENTERLINE EVC END VERTICAL CURVE "R6 -I' - ONE WAY -END SCHOOL ZONE "P.5-1' "W�i" - STOP AHEAD SEE SHEET 11 _ _ SECTION DESIGNATION UNIT 1, I UNIT I u. sa I „17 I UNIT 21 + i J UINJ1T�� I 3 JJ JJ .i 1$ .J .� 19 20 .F 21 .; 22 23 24 25 ! I , I ��y I 2627 w��e va�}gN .nl 3� 0 oc ro .�Li �I L;"o 3+ +7 3 w(+\, +I 3+ +I 3 3p - 5_ M 3Ny o� � gQ Q d'�2 -¢- r u+ii >� u+i;imm�c „+00 1 2 nall_- s— ----+ - ` _ A _ _- _�3+00 _ _ 94+00 569'00'39'E 91000' 95+00 1 2 16+00 a GARRISON STREET SEE SHEET 12 R/W � n � ! J 5' IL 28 p Eci I 9n' I2n' ii --. S s -t—. -t----}-- _—_—i_-_—_—_.—_ 17+00 � "' 18+00 B'S N o 9 2 I 5 s 8'S S _——� —_-S '—I_--� s --_—I19 1 2 0 TI o +1+ + , i 4 N13 12 6 4$ 7 N0o� I, wu4 3 2 I I R/W I UNIT a I _. JUNIT 21 U 1\1 11 131 GOHtjHUM AVENUE 'UNIT STA. 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1" = 50' HORIZONTAL �1 i m ME � I itao I �m� 31 w N N t 1 R/W 1" = 5' VERTICAL CURVE TABLE SCALE: LEGEND DOT.): LEGEND DNI) NOTES: DELTA CONSTRUCTION NOTES: ABRRENARONS POVC POINT ON VERTICAL CURVE IT -1 FURNISH & INSTALL. TRAFFIC SIGNS PER C.O.B. STD. T-19: °55-2° "Rt-,' - STOP�R'/`-I k- SEC11ON LL 1, SEE SEWER AND S10RRR DRAIN PIANS FOR STORM DRAIN OO CONSTRUCT TYPE 'B' CURB &GUTTER PER C.O.B. STI? ST -1 FL CL FLOWUNE BV'C BEGIN VERTICAL CURVE CENTERLINE EVC END VERTICAL CURVE "R6 -I' - ONE WAY -END SCHOOL ZONE "P.5-1' "W�i" - STOP AHEAD _ _ _ SECTION DESIGNATION AND SEWER DETAILS "B' O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.O. STD ST -5 - DO NOT ENTER Z 2. LOCAL STREETS - PAVEMENT TO BE 0.20' PIPE ALC. ON SET 16 ELEV ELEVATION PI POINT OF INTERSECTION e T26(CA' - NO PARKING ANY TIME "W37{DA)` - END "Wi4-1" 5$ET NOE OVER 0.85' AGGREGATE BASE OVER 0.50' COMPACTED O.G TO B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE R3 - RIGHT TURN ONLY - DE.AD END IS SHOrR^' COMPACTED TO 95% RELATIVE DENSELY PER C.O.B. STD. ST -9 ® INSTALL STREE` SIGN PER C.O.B. STANDARD DETAIL T -t E.C.R. END CURB RETURN PCC POINT COMPOUND CURVATURE 'R4 -T -KEEP RIGHT 'W14-2" - NO OUTLET 7' 'RBI(CA)" OCTloox CURVE NUMBER FOR CURVE DESCRIPTION 3. BERKSHIRE ROAD -PAVEMENT 7D BE 0.30' TYPE "A° AC.CONSTRUCT ® HANDICAP RAMP PER CALTRANS 2002 STANDARD RAN BC BEGIN CURVE TC TOP OF CURB 'R3-7' - RIGHT LANE MUST TURN RIGHT. - BIKE LANE ITEM OF WORK -SEE SCHEDULE OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO R.S.P. AB8A-CASE A EC END CURVE TP TOP O' PAVEMENT "R7-9° - NO PARKING BIKE LANE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -95O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS PIVC POINT OF INTERSECTION FC FINISH CONCRETE OF VERTICAL CURVE O TAPER NUMBER - SEE TABLE 4. BUENA VISTA ROAD- PAVEMENT TO BE 0.45' TME 'A" A.C. © P. SAWCUT EXISHHG EPER RESPECTIVE STREET SECTION OR AS R/W RIGHT-OF-WAY --- o STORM DRAIN - REFER M SEWER & STORM DRAIN PLANS OVER 0.70' AGGREGATE BAS: OVER 1.35' COMPACTED QG. TO DIRECTED BY ENGINEER P.O.C. POINT ON CURVE AP. ANGLE POINT STORM GRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9 �j CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.S. STD. P/L PROPERTY UNE C/G CURB AND GUTTER PIPE SIZE 5. ALL CATCH US TO BE TYPE "A° WITH 3.,i OPENINGS ON SHEET 16 E.P. EDGE OF PA VEMENT G. GRADE BREAK '� CONSTRUCT TYPE "A' CATCH BAST! WILN 3.5' OPENING PER 4°4V UTRtIY: SM. PER C.O.B. STD. D-94, UNLESS NOTED OTHERWISE 8 Q PAIN PAINT 12" UL6T UNE USING THERMOPLASTIC PAINT PER CALTRANS ® FURNISH & INSTALL SURVEY MONUMENT PER C.D.B. STD, ST -13. C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. W-wATER O -DRAIN 8. INSTALL W-31(CA) SIGN WITH OF MARKER THE UNIT STANDARD SPElcACATION PTH-02ALKYD EXISTING SURVEY MONUMENT s SEWER -REFER TO SEWER & STORM DRAIN PLANS G -GAS IRR -IRRIGATION S -,SEWER BOUNDARY WITHIN SIF. ERUCT IF ADJACENT 1 WIT IS NOT IT OSI CONSTRUCT SE' COMBINATION SIDEWALK PER G0.0. 510 ST -5 � SEWER MANHOLE - RUTH SEWER & STORM DRAW PLANS. REMOVE A CONSTRUCTED SIMULTANEOUSLY. REMOVE PNU SALVAGE THE ON SHEET 16 + FURNISH & INSTALL STREET SIGN PER C.O.B. SED. T-1. OF A SIGN VATH CONSTRUCTION OF ADJACENT UNIT I10 FUTURE TYPE "M' CURB PER C.O.B. SID. DET. ST -2 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD, T-1. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PIANS. 11 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUNDCONSTRUCT IV BOTTOM WIDTH DRIVEWAY w/3' WINGS -a- FINNISH IT INSTALL STREET UGHT-5800 LUMEN PER (-O,B.`-3V PER C.". STD. ST -7 O1 SHEET 169�2. ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE STD. ST -23 AND SPECIAL PROVISION 7-86-10. -®- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. ®o • r ®r r ®r r rox TRACT BOUNDARY CENTERUNE — - — - --- 13 INSTALL ALL TME 8E BARRICADE PER CALTRANS STANDARD PLAN W91H W-37{CA) SIGN W11H 0.14-3 MARKER A THE STD. ST -23 AND SPECIAL PROVISION 7-86-10. - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS UNIT BOUNDARY EDGE O PAVEMENT--7�.+-----7�i---- PHASE/TRACT DWNDARY IF ADJACENT PHASE IS NOT CONSTRUCTED 4T THE SAME TIME. REMOVE AND SALVAGE THE INTERCONNECT CONDUIT .c- SIGN NINTH INE CONSTRUCTION O. THE ADJACENT PHASE 14 CONSTRUCT TYPE "A" TEMPORARY 6' AO. DIKE PER CALTRANS 2012 STANDAR;) PLAN RSP A870 FURNISH AND INSTALL INTERCONNECT CONDUIT & PULL BOXES 15 PER C.O.B. STD, DET. T-33 & T-34 CURVE TABLE SCALE: CURVE RADIUS LENGTH I TANGENT I DELTA C8 26.06' 31.12' 20.00' W'00'00° Know what's below. Call before you dig. I SCALE: 1 " = 50' 50' 25' O' 50' 100' Know what's below. Call before you dig. I JNIT 21 R/W UNITR/ g � I 19 �JUIJi ®$,eJi1e$J,: 2220 g 23 �1 24 _ o ' 1 26 2' �8 f29c: `J` S 0 g dF�o 8e o-� +i mSn oQ R/W of qui<r s�-� d� 1< wag GIF Q�- mm� fY^®m,n ,,,m m urm z'd' .n�,,•- �I -. � oda o< a a.�.:� o� 0 247_OU-19+00 2 - 8's m �' -12+00- 18"I CT}, 24'D ,,, ,,, _ D/7\ /1 e 4� �o- 16 ® , r N O O� ! ,O" s % ss 14 13 r 15 1 ±+ ++I ! J~d I add I wwi-n U U VIII r r �M�I RILE /Ww - NL_ R/W N GARRISON STREET SEE SHEET 12 8°S 3 1 } 73+OD.s `-' .`-( 2 `ice _-fo _ 16+00-S69'0039'E 662.94'_—__ .17+00--5 6•S t 276+00-s-- 3 19+Op 4 ..___ TWO R '�C`Pxj0 +t ;'1 om ao I COO qL 1+1 i is ti I Ls J `C 10 N �� N 9 �� Sig ++ I ( j $ I 7 89 ' \ j VIN UN] ET IRONTOOTH AVENUE UNIff Al STA. 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1" = 50' HORIZONTAL _ - - - -- -- 352 -- - -_ - — n — 50 I < ,7 f 348 346 Ntl 344 _ _ a n> w - - - T€ SRNs -- -- J 344 PROXIMATE EXISTING S jg q., 7 g -� ® cE� < S ;C.L a WND 7 342 -... _. ''+a N __ I,-_ - 42 3 _ m� u_ _ _ 340 _.w 340 8 - — s � PgOrosEu rpoRw FLOW 336 NE � � ... �— PROPOSED 338 � � � — � 338 PBosED { - — — — 336 ___ , — _ 334 `— - 334 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+75 350 348 346 344 342 340 338 336 334 ABBREVIATIONS POVC POINT ON VERTICAL CURVE FL FLOWIJNE SVC BEGIN VERTICAL CURVE CL CENTERUNE EVC END VERTICAL CURVE ELEV ELEVATION PI POINT OF INTERSECTION B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE E.C.R. END CURB RETURN PCC POINT OF COMPOUND CURVATURE BC BEGIN CURVE TC TOP OF CURB EC END CURVE TP TOP OF PAVEMENT PIV'C POINT OF INTERSECTION FC FINISH CONCRETE OF VERTICAL CURVE R/W RIGHT-OF-WAY P.O.C. POINT ON CURVE A.P. ANGLE POINT PA PROPERTY LINE C/G CURB AND GUTTER E.P. EDGE OF PAVEMENT G.B. GRADE BREAK FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.S. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.S. STD. T-1, '�- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. $ FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. _. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 18+00 3.50 348 346 344 342 340 338 336 334 LEGEND (CONT.): LEGEND (CONT.): NOTES: 20 20 NOTES: o' oI� 18 R/W FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STM. T-19: Ri-i' SECTION LETIE iNIQ SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Oj CONSTRUCT tYE "B' CURB & CUTTER PER C.O.S. STD Si -1 -STOP '55WAY-2` -END SCHOOL ZONE `RS `Vl3-1° -STOP AHEAD _ _ _ A SECTION OESMNATION —'- - 17 t a� ,Dec \G o -i' - OOENOT ENTER JNIT 21 R/W UNITR/ g � I 19 �JUIJi ®$,eJi1e$J,: 2220 g 23 �1 24 _ o ' 1 26 2' �8 f29c: `J` S 0 g dF�o 8e o-� +i mSn oQ R/W of qui<r s�-� d� 1< wag GIF Q�- mm� fY^®m,n ,,,m m urm z'd' .n�,,•- �I -. � oda o< a a.�.:� o� 0 247_OU-19+00 2 - 8's m �' -12+00- 18"I CT}, 24'D ,,, ,,, _ D/7\ /1 e 4� �o- 16 ® , r N O O� ! ,O" s % ss 14 13 r 15 1 ±+ ++I ! J~d I add I wwi-n U U VIII r r �M�I RILE /Ww - NL_ R/W N GARRISON STREET SEE SHEET 12 8°S 3 1 } 73+OD.s `-' .`-( 2 `ice _-fo _ 16+00-S69'0039'E 662.94'_—__ .17+00--5 6•S t 276+00-s-- 3 19+Op 4 ..___ TWO R '�C`Pxj0 +t ;'1 om ao I COO qL 1+1 i is ti I Ls J `C 10 N �� N 9 �� Sig ++ I ( j $ I 7 89 ' \ j VIN UN] ET IRONTOOTH AVENUE UNIff Al STA. 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1" = 50' HORIZONTAL _ - - - -- -- 352 -- - -_ - — n — 50 I < ,7 f 348 346 Ntl 344 _ _ a n> w - - - T€ SRNs -- -- J 344 PROXIMATE EXISTING S jg q., 7 g -� ® cE� < S ;C.L a WND 7 342 -... _. ''+a N __ I,-_ - 42 3 _ m� u_ _ _ 340 _.w 340 8 - — s � PgOrosEu rpoRw FLOW 336 NE � � ... �— PROPOSED 338 � � � — � 338 PBosED { - — — — 336 ___ , — _ 334 `— - 334 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+75 350 348 346 344 342 340 338 336 334 ABBREVIATIONS POVC POINT ON VERTICAL CURVE FL FLOWIJNE SVC BEGIN VERTICAL CURVE CL CENTERUNE EVC END VERTICAL CURVE ELEV ELEVATION PI POINT OF INTERSECTION B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE E.C.R. END CURB RETURN PCC POINT OF COMPOUND CURVATURE BC BEGIN CURVE TC TOP OF CURB EC END CURVE TP TOP OF PAVEMENT PIV'C POINT OF INTERSECTION FC FINISH CONCRETE OF VERTICAL CURVE R/W RIGHT-OF-WAY P.O.C. POINT ON CURVE A.P. ANGLE POINT PA PROPERTY LINE C/G CURB AND GUTTER E.P. EDGE OF PAVEMENT G.B. GRADE BREAK FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.S. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.S. STD. T-1, '�- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. $ FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. _. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 18+00 3.50 348 346 344 342 340 338 336 334 LEGEND (CONT.): LEGEND (CONT.): NOTES: CONSTRUCTION NOTES: Rei FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STM. T-19: Ri-i' SECTION LETIE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Oj CONSTRUCT tYE "B' CURB & CUTTER PER C.O.S. STD Si -1 -STOP '55WAY-2` -END SCHOOL ZONE `RS `Vl3-1° -STOP AHEAD _ _ _ A SECTION OESMNATION —'- - AND SEWER DETAILS BE tYPE `B" CONSTRUCT c, COMBINATION SIDEWALK PER C.O.B. STD ST -5 -i' - OOENOT ENTER Z 2 LOCAL STREETS -PAVEMENT TO 0.20' A.C. ON SHEET 16 `R26 CA ` - NO PARKING ANY TIME "W31(CA)" - END ( W14--1' DEAD END ON IS WHERE SECnaa IS OVER 0.85' AGGREGATE BASE OVER 0.50' COMPACTED D.G. TO PER STD. ST Q INSTALL STREE'± SICK PER C.O.B. STANDARD DETAIL 1'-1 - "R3 -RIGHT TURN ONLY BE COMPACTED TO 95% RELATIVE DENSITY C.O.B. -9 'R4-7' - KEEP RIGHT "W14-2" - NO CUTLET "R81(CA)" O WRVS NUMBER FOR WRVS DESCRIPTION 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE 'A' A,C. 4 O CONSTRUCT HANDICAP RAMP PER CALiRANS 2002 STANDARD F" A14 "R3-7` - RIGHT LANE MUST TURN RIGHT - BIKE LANE 'TEM OF WORK -SEE SCHEDULE OVER 095' AGGREGATE BASE OVER 0.50' COMPACTED D.C. TO R.S.P, A88A-CASE A 'R7-9°- NO PARKING BIKE LANE V BE COMPACTED TO 95% RELARVE DENSITY PER C.O.B. SM. ST -9 ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS 1 TAPER NUMBER - SEE TABLE 4. BUENA VISTA ROAD- PAVEMENT TO BE 0.45' TYPE `A' A.C. 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS " — o STORM GRAIN -REFER TO SEWER &STORM DRAIN PLANS OVER 0.70 AGGREGATE BASE OVER 1,35' COMPACTED O.G. TO DIRECTED BY ENGINEER SCALE: 1 50` ® STORM GRAIN MANHOLE - REFER TO S& STORM DRAIN PIA EWER NS BE COMPACTED TO 95% RELATIVE DENSTY PER C.0.8, STD. ST -9 `A' O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. SID. 50' 25' 0' 50' 100' —PIPE SEE 5. ALL CATCH BASINS TO BE TYPE 3.5' OPENINGS 1 ON SHEET 16 CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5` OPENING PER 4°W UTILITY. DwrriiiO PER C.O.B. SSD. D-94, UNLESS NOTED OTHERWISE O PAIN PAINT 92' IJMI'i UNE USING THERMOPLASTIC PAINT PER CAL7RANS C.O.H. STD. D-14, UNLESS NOTED OTHERWISE. W -WATER D -DRAIN 6. W-31(CA) MARKER THE UNIT OF STANDARD SPECIFICATION PTH-02ALKYD — s SEWER _REFER TO SEWER & STORM DRAIN PUNS G -GAS IRR -IRRIGATION ThE RACWITH AD IT BOUNDARY WITHIN THE TRACT IF ADJACENT UNIT IS N07 BOUND. O9 CONSTRUCT 5.;r COMBINATION SIDEWALK PER C.O.B. 51D 57-5 S_�� REMOVESALVAGE THE ON SHEET 16 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. (MO T�UNID SIGN TRUCTEDNSTRUCANE OF ADJACENT 10 FUTURE TYPE 'M' CURB PER C.O.B. STD. DET. ST -2 Q FEWER CLEANOUT TO SEVER &STORM GRAIN PUNS. 5 it RAISE EXISTING SEWER MANHOLE FRAME 70 FINISHED GROUND 18' B T OM WI CONSTRUCT 9$' BOTTOM WIDTH DRIVEWAY W/3' WINDS PER C.O.B. STD. ST -7 ON SHEET 16 72 ADJUST EXISTING MONUMENT FRAME & WVER TO FINISHED GRADE 13 INSTALL TYPE Ni BARRICADE PER CALTRANS STANDARD PLAN TRACT BOUNDARY CENTERLINE -- A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY EDGE OF PAVEMENT PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE TIME. THE [., Know whaPS bei®W. INTERCONNECT CONDUIT ------ __.'c____ SIGN THE GONSTRUCTON OF TE HE ADJACENT PHASE 14 CONS RUUCTSTANM, E 'A' TEM6" A.C. OKE PER GALTRANS J°+ Cal I before dig. RSPCA ®Y you 15 PER O.B. SITE., DEALI.T-33 & l -34T CONDUIT &PULL BOXES 1 1 _RF77 Ph 1 - F UNITR/W SEE SHEET 13 U INJI T 3 VAV U R/W NIT 'UNIT 81 TI 32 35 34 3 4 5 9 rigj H:t �2 I .9 6 7 8 zoo + +w+'it 30 m 20' 2C 2 +1 10 < +1 +1 R/W R/W R/ < W 4 I ---- - - - 74+00 I 10+00-SB9'0039-E 24TO6 + 13+001 2 1- 16+00 S39'WM'E 17+00 __662-94' 31 8's - T a's R/W 8's 1 2 MP 3 5. 11F + + �21 + A + + o2 +1 E �-I + + Q 36 R/W + 5' fill 'I i .1.t 37 38 1 39 1 40 41 42 44 45 1 46 1 30 43 1 1 47 N, 1 0 20' i 11 12 .30 1 --_—_-____-7 I I 1 R/W m 1 20" 2 I 0 vim L - J 4NMARSHIEET MOWGRAYS STREET SEE SHEET 14 ALUJDAZAR AVENUE SEE SHEET 14 STA. 10+00.00 Cl. TO 19+10M C.L. SCALE: 1 = 50' HORIZONTAL 352 - ------ 352 350 350 348 348 346 346 344 44 3 APPROXIMATE FASTING + APM-W-A rE EXISTING 0 C.L. r GROO11 342 C -L r L C31 1 342 --- -- - - - - - - - - - - - - ; -7 j- ,340 --- + - ------ 340 S=0,25% S-0.25% 3.38 PROPOSbNORD(FLOM-X' -- ----- 338 336 336 334 334 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 STA. 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1" = 90' HORIZONTAL 1" = 5' VERTICAL 352352 350 350 348 - ----- 348 346 - ------ 346 9 344- 344 T APPROXIMATE EXISTING r GROUND 0 C.L, GROUND 0 CJ - 342 --j ---- --- 342 - - - - - - -- - - - - - - - - - - 340 340 S=0.25% 338 PROPOSED SOUTH FLOW UNE 1 338 PROPOSED SOUTH FLO"JNE 3 336 36 334 334 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+75 STA, 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1' = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: LEffAa CONT. — LEGEND (CONTA NOTES: CONSTRUCTION NOTES: AMEMATIONS POVC POINT ON VERTICAL CURVE 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION "RI -I' - STOP 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN CONSTRUCT TYPE -B' CURB & GUTTER PER C.O.B. SID ST -1 FL FLOWUNE BVC BEGIN VERTICAL CURVE 'R6 -I' - ONE WAY 'S5-2' - END SCHOOL ZONE - - - — - - 7 Bk-7-� SECTION DESIGNATION AND SEWER DETAILS CL CENTERUNE EVC END VERTICAL CURVE 'R5-1* - 00 NOT ENTER 'W.3-1' - STOP AHEAD 2. LOCAL STREETS - PAVEMENT TO BE 0.20' T`�'PE 'Ir A.C. CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. SID ST -5 PI PONT OF INTERSECTION 'R261CA - NO PARKING ANY TIME . . �) 1� I ON SHEET 16 M ELEVATION W31(c * - END MEET VNEIRE-1 OVER 0.85' AGGREGATE BASE OVER O.5T COMPACTED O.G. TO 'R3 -5F RICH W14-1 -SAD END %.CTKN Is SHOT PER -9 INSTALL STRIDE' SIGN PER C.O.B. STANDARD DETAIL 1-1 B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE I TURN ONLY BE COMPACTED TO 95% RELATIVE DENSITY G.O.B. STD. ST CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 STANDARD PLAN F C.R. END CURB RETURN PCC PONT OF COMPOUND CURVATURE 'R�7' -KEEP RIGHT *W14 -r - NO OIJILET CURVE NUMBER FOR CURVE DESCRIPTION 3. BERKSHIRE ROAD - PAVEMENT TO BE (L30' TYPE 'A' A.C. SIC BEGIN CURVE TC TOP OF CURB 'R3-7" - RIGHT LANE MUST TURN RIGHT "R81(CA)' - DIKE LANE OVER 0.95' AGGREGATE BASE OVER 6.50' CC ACTED O.C. TO R.S.P. A88A-CASE A EC END CURVE TP TOP OF PAVEMENT 'R7-9' - NO PARKING BIKE LANE ITEM OF WORK - SEE SOHEDIJLE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9 O5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS PIVC POINT OF INTERSECTION PC FINISH CONCRETE4. BUENA VISTA ROAD- PAVEMENT TO BE 0.45 TYPE *A' A.C. SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE R/W RIGHT-OF-WAY —Q-- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER - SEE TABLE OVER 0.70' AGGREGATE BASE OVER 1.36' COMPACTED O.G. TO DIRECTED BY ENGINEER P.O.C. POINT ON CURVE A.P. ANGLE POINT 0 STORM DRAIN MANHOLE -REFER TO SEWER! & STORM DRAIN PLANS BE COMPACTED TO 96% RELATIVE DENSITY PER C.O.B. SM. ST -9 CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.S. SID, PA PROPERTY LINE C CURB AND GUTRER /—PIPE SIZE & ALL CATCH BASINS TO BE TYPE *A' WITH 3.6' OPENINGS ST -7 ON SHEET 16 F.P. EDGE OF PAVEMENT G.B. GRADE BREAK CONSTRUCT TYPE 'A" CATCH BASIN W17H 3.5' OPENING PER 4W UTILITY. PER C.O.B. SID. 0-14, UNLESS NOTED OTHERNSE PAINT IV LIMIT UNE USING THERMOPLASTIC PAINT PER CALIRANS FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID, ST -13. C.O.B. SID. 0-14, UNLESS NOTED OTHRIMSE. W -WATER O -DRAIN 6� INSTALL W-31(CA) SUN WITH OM4-3 MARKER AT THE UNIT STANDARD SPECIFICATION PTH-02ALKYD EXISIRIG SURVEY MONUMENT SEWER - REFER TO SEWER & STORM GRAN PLANS G -GAS IRR -IRRIGATION BOUNDARY WITHIN THE TRACT IF ADJACENT UNIT IS NOT O CONSTRUCT 5.0 COMBINATION SIDEWALK PER CAR. SM Sr -5 S -SEWER CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE ON SHEET 16 + FURNISH & INSTALL STREET SIGN PER C.G.B. SID. T-1. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLAN& SIGN WITH CONSTRUCTION OF ADJACENT UNIT FUTURE TYPE 'M' CURB PER C.O.B. SM. DET. ST -2 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SIT). T-1. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT IV BOTTOM MUTH DRIVEWAY W/1 WINDS (D RAISE EXISTING SEVIER MANHOLE FRAME TO FINISHED GROUND FURNISH & INSTALL STREET UGHT-58M LUMEN PER C -CLS. PER C.O.B. SID. 5T-7 ON SHEET 16 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE SID. ST -23 AND SPECIAL PROTUSION 7-86-10. FURNISH III IN STREET LIGHT -95N0 LUMEN PER C.O.S. LIEGE BOUNDARY CENTERLINE 19 INSTALL TYPE IV BARRICADE PER CALTRANS STANDARD PLAN SID. ST -23 AND SPECIAL PROVISION 7-86-10. A73C 'PTH W-31(CA) SIGN WITH OM4-3 MARKER AT THE FASTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS UNIT BOUNDARY EDGE OF PAVEMENT PHASE/TRACT SOUNDARY IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE THE INTERCONNECT CONDUIT SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE Ts CONSTRUCT T111E 'A" TEMPORARY e A.C. DIKE PER GALTRANS 2002 STANDARD PLAN RSP A878 95 FURNISH AND NSTALL INTERCONNECT CONDUIT a: PULL BOXES PER C.O.B. STD, DET. T-33 & T-34 SCALE: 1" = 50' 50* 25' 0, 50, Too' AIIIIIIIIL� 0 a Know whars below. Cal I before you dig. DENMARSH STREET MOWGRAYS AVENUE SEE SHEET 94 SEE SHEET 14 20' 20' II r f I '�— i 2�5 R/Y I i l I � R/W I 20' I 20: j ------- 30' 30' _" t i 5 9vLL> tJ 5� 57 56 �' 55 - ! 50 49 ! 44 $ gf� 13 m ss@rhw I 4 t 54 .1 53 52 51 LLQ'�lg��.' to 5S"n �a rcw d>dm- U®C3'd�V-1d�1-A<��Z w�sw0a�0- ��+'j^'$<K3>nf� l y<�owo<H �I y¢>— _o FoLLE •'I_`rInflMo'h �'nn0'+i }�" �0+ 0O+I 3 �+ �a+I� Wm+ °oo+'I �+- 0 � n4� ¢LLg �II �R/W rT o 1 N [040 988R6/-' W�N- —�_ -- 6"SITERSECTION - - yg I I � 14 + 10+00.00 C.L. DENMARST CNT 14+00tO+4 1 +00 7K0 18+0 1+00- 27 1 p 1 It >LLR/W „3, 1!3,Z lR�* LL n. o+ Q o oa m� on- n aAn on I m tea' a ' ( , �.�v P ^+'I+ �,`- +al 1 20' 20' 3Oo' I30' ' � (IN so26 $ 25 24 23 22 21 20 19++ " n� 16 17 � 99 1 6 15 SUMP mw ; ma vim ( z win dd U>>JJT Al - m JIN JT NDkDEAI SEE SHEET 13 U N' ) T Q'WENTARI STREET STA, 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1" = 50` HORIZONTAL 352 - - - --,- - 352 350 I- - -- - - 350 I 348 I Ni a wfii n a1 - - -� I 348 346 _ — -_ _. dJ j 1346 9 344344 APPROXIMATEDOSTpG APPROxWAr GROUND M CLL <342ttgqD 1 C.L. N N _ -T 340 340 i NORTH 338338 TRE ----- i336336 PROPOSED NORTK FLbWNE S0.z5x 334 - - --f- _ .,II 334 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17-00 18+00 18+75 STA.. 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1" = 50° HORIZONTAL 1" = 5' VERTICAL UffaL ABBREVIAIMS POVC POINT ON VERTICAL CURVE LE ND Rei CONT.}. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-7' - STOP "S5_2` LE9ENO (CONT.j. SECS L� A NDIEEL SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN CONSTRUCTION OSI NOTES: CONSTRUCT TYPE "B` CURB & GUTTER PER C.O.B. SVD ST -1 1. FL CL FEOWUNE EVC BEGIN VERTICAL CURVE CENTERLINE EVC ENO VERTICAL CURVE -ENO SG40O. ZONE R6-9' - ONE WAY °003-1' - STOP AHEAD SECTION DFSIONA7lQN AND SEWER DETAILS °B" ® CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. SVD 5f-5 z R5 -i" - DO NOT ENTER 2 2 LOCAL STREETS - PAVEMENT 70 BE 6.20' TYPE A.G ON SHEET 18 ® IN POINT OF j R26(CA" - NO PARKING ANY TIME "Y131(CAj' -END °0074-1" SHEET MIS O P' - V OVER 0.65 ACGREGAT BASE OVER 0.50' COMPACTED O.G. TO ¢ INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1 B.C.R.ELEVBEGIN .C.R U BEGIN CURB RETURN PRO POINT OF REVERSE CURVATURE REERSEC CU O i1 R3 -SR - TURN ONLY - DEAD END o m BE OOMPACTE13 TO 958 RELATIVE DENSITY PER C.O.B. STD. ST -9 N E.C.R. RETURN END CURB RETURN PCC POINT CE COMPOUND CURVATURE 'R4-7" - KEEP RIGHT `WI4-2' - NO OUTLET "RB9(CAj" CURVE NUMBER FOR CURVE DESCRIP1bN 3. ROAD - PAVEMENT TO BE 0.30' TYPE "A° A.C. (OVER � CONSTRUCT RAMP PER CALTRANS 2002 STANDARD PLAN BC BEGIN CURVE 7C TOP OF CURB IGH -OKE LANE "R3-7' -RIGHT LANE MUST TURN RIGHT ITEM OF WORK - SEE SCHEDULE OVER 0.95' AGGREGATE BASE OVER 0.50° COMPACTED O.G TO .95 CASECAP R.S.P. ARBA -CASE A EC END CURVE TP TOP OF PAVEMENT "R7-9' - NO PARKING BIKE LANE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS PIVC PONT OF INTERSECTIO) PC FINISH OONHRETE TAPER NUMBER -SEE TABLE 4. BUENA VISTA ROAD- PAVEMENT TO BE 0.45 TYPE 'A' A.C. 8 O SAWCUT EXISTING EP. PER RESPECTIVE STREET SECT*N OR AS OF VERTICAL WRVS R/W RIGHT-OF-WAY-- o--- STORM DRAW- REFER TO SEWER & STORM DRAIN PLANS * N OVER 0.70' AGGREGATE BASE OVER 7.35' COMPACTED O.G. TO DIRECTED BY ENGINEER P.O.C. PONT ON CURVE A.P. ANGLE PONT ® STORM DRAIN MANHOLE -REFER T(7 SEWER &STORM GRAIN PLANS � V p BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 O CONSTRUCT SINGLEFAMILY DRIVE APPROACH PER G0.6. STD. P L % PROPERTY UNE C G CURB AND GUTTER / 1 , --PIPE 5. ALL CATCH BASINS TO BE TYPE 'A' WITH OPENINGS ON SHEET SHEET EP. EDGE OF PAYFUAF2lT Q,g, GRADE BREAK �' CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER 4"W Y-. UTILITY: PER GQ.B. STD. D-94, UNLESS NOTEQ OTHERWISE ER © PAIN IN PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS t� FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD. D-14• UNLESS NOTED OTHERWISE. W -WATER D -DRAIN S. INSTALL W-31(CA) St:�F! WITH OM4-3 MARKER A7 THE UNIT z 0 STANDARD SPEOFICARO7 PTH-02ALKYO f i EXISTING SURVEY MONUMENT —' s-- SEWER - REFER TO SEWER & STORM DRAIN PLANS G -GAS IRR -IRRIGATION S -SEAR BOUNDARY WITHIN THE TRACT IF ADJACENT UNIT IS NOT O CONSTRUCT 5-5 COMBINATION SIDEWALK PER C.O.B. SID ST -5 ® SEWER SEWER DRAIN PLANS. CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE ON SHEET 16 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. MANHOLE - REFER & STORM TOM WITH CONSTRUCTION OF ADJACENT UNIT 90 FUTURE TYPE "N" CURB PER C.C.B. STD. DET. ST -2 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 91 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND CONSTRUCT 18' BOTTOM VADTH DRIVEWAY W/3' WMNGS -'�-' FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. PER C.02. STD. ST -7 ON SHEET 16 W W 12 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE 3 STD. ST -23 AND SPECIAL PROVISION 7-85-10. W e Q) O � a S � -e- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.0.8. TRACT BOUNDARY CENTERUNE — - — - — �M 13 INSTALL TYPE NI BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT THE Z Ix W i'.^ - SID. ST -23 AND SPECIAL. PROVISION 7-86-10. W v! J z EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS -: ... 7UNIT BOUNDARY EDGE OF PAVEMENT o W < v PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT d < O }. a CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE J INTERCONNECT CONDUIT Ic------ Y SIGN WITH THE WNSTRUCTION OF THE ADJACENT PHASE iy' 14 CONSTRUCT TYPE "A" TEMPORARY 6' AC. DIKE PER CALTRANS w 2002 STANDARD PLAN RSP A87B V TS FURNISH AND INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD, DET. T-33 & T-34 SCALE: 1" = 50' 50' 25' 0' 50' 100' i Know whafs below. Carl before you dig. ■ dd W m `a N z wz v s ® j V ¢ O i1 o m N 0 2 OK M LE _ z ! J 3 W V � W f0 Q O N � tD 6 q \ * N M 0 � V p y1e 1 4 m z 0 rn 0 Is W W 3 W e Q) O � a S � � <x®.W > 1- �M J Z Ix W i'.^ - W v! J z o W < v W W d < O }. a c J Y iy' 3 w 0 V BUENA VISTA ROAD DARIUS STREET SEE SHEET 16 SEE SHEET 19 R/W� 2 - Zr z ■ i� < 5 ae oow4 nn 1 20' X20' n 1 iri CIS 32 ;m �l1� ro (i�� 41V120 m'N +-7'o I1=M10 3n�il _ vimYi R/W of 1 g§gN�'i x' 4 L-- 4 ! n \® ad C3 i Nin ! I \1O+DO- _ S 89 '39" E 1+06 w1 n � .77' 18"0 3 J ; \ `1 J � B'S 5 12+00 2 4 C31� UNIT 2 ��. 4 �Io I' < TR/W w w 3 1a Q ye�^pt.,t it + R/W '7 y' 59'- °JJ' d h51 � 5 I I 11 S 66' J J 1 - Iz I 76• 5 ci u: ci �: I 20 20' 1 30 13 16 ABBRENATIONS POVC PONT ON VERTICAL CURVE FL FLOWLINE SVC BEGIN VERTICAL CURVE CL CENTERLINE EVC END VERTICAL CURVE ETEV ELEVATION PI POINT OF INTERSECTION B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE E.C.R. END CURB RETURN POC PONT OF COMPOUND CURVATURE BC BEGIN CURVE TO TOP O CURB EC END CURVE 1P TOP O PAVEMENT PIVC PONT OF INTERSECTION FC FINISH CONCRETE OF VERTICAL CURVE R/W RIGHT-OF-WAY P.O.C. PONT ON CURLS AP. ANGLE PONT PA PROPERTY UNE C/O CURB AND GUTTER E.P. EDGE OF PAVEMENT G.B. GRADE BREAK ® FURNISH & INSTAL. SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET UGIT -5809 LUMEN PER C.O.B. SID. ST -23 AND SPECIAL PROVISION 7-86-10. -a- FURNISH & INSTAL. STREET UGIT -9500 LINEN PER C.O.H. SID. ST -23 AND SPECIAL PROVISION 7-86-10. EXISTNG STREET LIGHT PER SEPARATE APPROVED STREET PLANS STA. 10+00.00 C.L. TO 12+24.77 C.L. �R/Wu 31 a ¢� 5 civ:. ci I m + 4 -4 p "_ 2p♦ -p 3 qgd fY'D 41Ny 4Y ; Ia -- -LR/W --' I, IG i I F' C3 J1\�i J � N3n � I 1(b+Q2 SB9V0'39"E ,50_48'`""' t1,+ 1 2 13 s 4 BS NM 1 2 UNITtrC3 I ��' I. \ R/W n rc d 13 30 30 < $ g C R/W R/W � n �J j :+ + _r U �— J� I ISI 1alN� 2 �eAH L GARRISON STREET SEE SHEET 12 0 342_GROUND SCALE: 1" = 50' HORIZONTAL STA. 10+00.00 C.L. TO 11+50.48 C.L. TANGENT L=31.42 I 340 _-� 338 w SCALE: 1" = 50' HORIZONTAL -- - -- -- — 354 356 _ .. 356 352 352 354 --- - — 354 350 - - - ---- 350 352 --- -- 352 348 -- _- w .. 348 4i 7 350 - W - 350 346 APPROXIMATE 348 1 344 IGND a 344 _ 346 m =g346 ' w ti APPROXIMATEo ISTNc r W A y 346 342 w -.,,,'i„-_ i' La 0 C.L. CURVE TABLE CURVE RADIUS 340 O TANGENT L=31.42 I 340 _-� 338 w 30.00' R.OWTINE NORTH N s=0.25% w _- 338 336 _ a 1 91'02'30• -- r -- w } 336 .., a CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C7 30.00' 47.67' 30.55' 1 91'02'30• C2 30.00' 45.58 29.46' 8857'30" C3 20.00' 31.42' 20.00' 90100'00" 344 L=3i:er 25' SCALE: O' 344 = 50' 50' n 5 %342342 - r 342 < 340 w FLOW7.INE w - - {, _ 340 338 , - -- -- A I <-i 338 � ; W I I I 334 '- - - - 1. > 334336 336 10+25 11+00 12+00 10+00 11+00 11+75 STA. 10+00.00 C.L. TO 12+24.77 C.L. STA. 10+00.00 C.L. TO 11+50.48 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL 354 --- -- - - 354 356 - - 356 352 -- 352 354- -' 354 350 -- 1 350 352 M - ----- n- 352 348 - - > 348 350 wI ---- - 350 a -. 348346 346 348 + 44 346 346344 - APPROXIMATE EASE] NG1EXISRNG l �(RC1ND 342 - -- 342 344 r 344 L-3;.47' - -0340340 342 342 PRWO1 SD SW19= 338 FLOWLNE - 338 340 340- 336 --- A - `�- 336 338, -- - 1 338 334 p a- 334 336 . -- --II, 336 10+25 11+00 12+0012+25 10+00 11+00 11+75 STA. 10+00.00 C.L. TO 12+24.77 C.L. STA. i0+00.00 C.L. TO 11+50.48 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL LEGEND (CONT.): LEGEND NT.): NOTES: CONSTRUC130N NOTES: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-'19: SECTION •Ri-i' - STOPA 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. SID ST -1 "R6 -t" - ONE WAY "S5-2' - END SCHOOL ZONE _ _ _ — _ _ _ SECTION DESIGNATION AND SEWER DETAILS °R5 -l' - DO NOT ENTER `W3-1" - STOP AHEAD 2 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. S70 ST -5 'R26{CA ° - NO PARKING ANY TIME `W31(CA)° - END SHEET W EIRE OVER 0.85' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO OR SHEET 16 "WI4-1' - DEAD END SEM D SHOWN BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1 'R3 -SR - RIGHT TURN ONLY •WI4-2• - NO OUTLET ,�,,\ CURVE NUMBER FOR CURVE D£SCRN'TO1 cONSTRUCT HANDICAP RAMP PER CALTRANS 2002 STANDARD PIAN 'R4-7' - KEEP NIGHT '`+.''l & BERKSHIRE ROAD - AVEMENT TO BE 0.30' TWE 'A` A.C.C 'R3-7' - RIGHT LANE MUST TURN RIGHT 'R81(CA)' - BIKE LANE IIEAN OF WORK - SEE SCHEDULE OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G TO /4� R.S.P. ARBA -CASE A 'R7-9" - NO PARKING BIKE LANE O BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS 1 TAPER NUMBER - SEE TABLE 4, BUENA VISTA ROAD- PAVEMENT TO BE 0.45' TYPE 'A" A.0 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECT=ON OR AS --- o STORM DRAIN -REFER TO SEWER &STORM GRAIN PLANS OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO D DIRECTED BY ENGINEER BE COMPACTED TO 95% RELATIVE DENSITY RE? C.O.B. STD. ST -9 ® STORM DRAM MANHOLE -REFER TO SEWER &STORM DRAIN PLANS Oj CONSTRUCT S SINGLE FAMILY DRIVE APPROACH PER C.O.B. SID. CONSTRUCT TWE 'A" CATCH BASIN WITH 3.5' OPENING PER br-MPS SIIPS E S. ALL CATCH BASINS TO BE T'A° WITH 3.5' OPENINGS 5T-7 NEET' IN `W UTILITY: PER C.O.B. STT. D-14, UNLESS NOTED OTHERWISE /� PAINT 12' LMI"F LME USING THERMOPLASTIC PAINT PER CALTRANS C.O.B. ST). D-14, UNLESS NOTED OTHERWISE. W -WATER D -DRAM 6. INSTALL W-31(CA) SIGN VAIN OM4-3 MARKER AT THE UNIT STANDARD SPEAFICATION PTH-02ALKYD — s--- SEWER - REFER TO SEWER & STORM DRAIN PLANS G -SAS IRR -IRRIGATION BOUNDARY WITHIN THE TRACT IF ADJACENT UNIT IS NOT OSI CONSTRUCT 5.". COMBINATION SIDEWALK PER C.O.B. STD ST -5 SR MANHOLE - REFER SEWER & STORM DRAIN PLANS. SG WITH CONSTRUCTION OF ADJACENT U�U SALVAGE THE ON SHEET 16 EWENIT 10 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 10 FUTURE TWE 'M' CURB PER C0.8. STD. DEL ST -2 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 11 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND PER G.O.S. STD. ST -7 ON SHEET 16 12 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE 13 INSTALL TWE p BARRICADE PER CALTRANS STANDARD PLAN ®a ®®a s s a s s>® TRACT BOUNDARY CENTERLINE - — - — A73C WIN W-31(CA) SIGN WITH OM4-3 MARKER AT THE " UNIT BOUNDARY EDGE O PAVEMENT — PHASE/TRACT SOUNDARY IF ADJACENT PHASE IS NOT INTERCONNECT CONCUR --- �c— CONSIRUCTED AT THE SAME TIME REMOVE AND SALVAGE THE SIGN WWTH THE CONSTRUCTION OF THE ADJACENT PHASE 74 CONSTRUCT TYPE 'A° TEMPORARY 6" A.C. DIKE PER CALIRANS 2002 STANDARO PLAN RSP A870 1S FURNISH AND 94STALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. GET. T-33 & T-34 50' 25' SCALE: O' 1" = 50' 50' 100' Know what's below. Call before you dig. C DETAIL 11 TEMPORARY SUMP SCALE: 1" = 30' 352 4.5'_ 93.95' 9.5'_ t 350. �( 6' tlfAiN INIK FENCE 348 - ----- 346 BOTTOM ELEV. = 334.20' 344 D SECTION _ 342 11 TEMPORARY SUMP `- SCALE: N.T.S 340 TEMPORARY SUMP CALCULATION_SL 336 VOLUME REQUIRED: 0.97 AF AREA: 8.47AC, C=0.76 336 (0.15)(8.47)(0.76) = 0.97AF 334 VOLUME PROVIDED: 0.98 AF AREA(MID) 0,207 AC 332 0.207 X 4.75' = 0.98 AF 8+50 9+00 10+ S7 . `t1 6' CHAIN UNK FENCE S�o5.93348 ! N 017'52° W 177.92' _ w 346 SI oam747'__ . 344 o nl I TORARtt4p VOLUME REOVIRED:1.80 AF - th 3 VOLUME TR CTED WITH AF $ .i 342 w I 1D BE CONSTRUCTED WITH UNIT 2 9 ;o 7 & REMOVED WITH UNIT 3 (SUMP NOT REQUIRED IF UNIT 3 IS 340 w i DEVELOPED WITH UNIT 2) w z o o 12'X12')1' RIP RAP ,� o 338 N 336 I S 0'5926° W 170.73' 334 X # N 0°5925' 20590'- *-X- 10+00 X10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STA. 10+00.00 C.L. TO 19+00.10 C1, E DETAIL SCALE: 1" = 50' HORIZONTAL 11 TEMPORARY SIO 1" = 5' VERTICAL 21 J x 17 18 s 14 i 33 I$ o LL �I 6i J J I" 5 i 1 T.17+SA40.42 C.L mow0+20m�0LL.00I�I LTwr. 22 SNA. 17+40.42FAL a 5Z: 3 + a77 ^+ + 0v.G � j O} C 40w J` 'PLNN�FM F-.; 24-F R(((��+�}r^`-1f tJNNNt.�NNafiOY_ _J..�•,lt �� NN �.:Zyt- W �¢ C] Z 7 3 ¢ I ¢ 4JNNti 66�P-^Kf ¢O X � � Z ¢GJ _ --__- __ $. 3 `n '.n�_e _ .ten in A' .__%R ¢ a of �t�ig in +®wma�N�¢ �'`� N Ay e%• Q� �� pg V 10+00-i7+005 a-- -.+ _ N00'S9140.42'-17,00 '21�E o V9 141.17 S ph.� It! I ^5 CS - J 4 Io 2 24"D .r, 18wD oN M I$-4 - m � P 19�� 1 C6 t3 78"p 99+� Sly R� ' -_ - n` 3 R//yyy 3 I^ a d'� L R n u.I F tr ` 'g C7 I, x n �R E 24 0 ✓ 13 ax 32 0 s 4 17 � h o E w z I $g titi t JJ I �b$i �-NJ JJ J,J> -+J aL. o4 > * N ! o 20 RJ rcm z u><:}tip JJ I I J�9a JJ JJ m � To STA. 79+9132, F. tip: tiLL v4 P.R.C. .n �`1 O[i $ d @7'm G$h �T Im $S4Nm J-� M �J I rJ' O) I mmI 1 z�$ g, $$ mnh v,. I: ** mw �� z� $ STA. 19+2 .88 DL 84.15 RT.= ++ ++ v®.x nnJ til 5' nn8-' mN j to cil I$ $i *v o g$ad o"1 ¢i t - STA. 20+10.74 F.L. M Ivry n,n ____r$i mm + I + 21N ' v+i vli � r m�4mm �E- nn n^ �.^- w I $ � 30' u w Smi-nL- ^lam vaF v�z44 . 1�� 1� 5 rr c�^�� , I T.+- 25 I -m u 20' W N7Ntn -d4 I� ti�^'- I dd ___•-^ I i ( t -t-. 1 t;Id a:l 20" 20' I o mFt4-g -ori I r'tidd add - I.^d I EG ¢ v tmj 20 % I 30' 0' U tJ NUNN2 NN Z}� N cl I I tI1 N V. r m o in N Q Pfi NYn 20' 20' I ST0. 19+23 3 C.L. 9259 R. 8 2 a0 12 i 11"' 0 30' 19 30' 30' R STA. 20+24.44 F.L. U p R/W 7 R/Ytl� " ( i-R/W 18 ' 31� �R 6 �' UNIT � r � � H AVENUE GOR RUM A UE g� ® I� T�q g� E: CLEAR A E BROKEN LANCE A NUE _ BEET 7 SEE SHEET 6 � p A p" `m g S S p R ¢. SEE SHEET 5 SEE SHEET 4 3 w a STA. 10+00.00 G.L. TO 19®+00.10 G.L.O W SCAL E: 1" = 50' HORIZONTAL w m g 00 11+00 12+00 13+00 14+00 15+00 16+00 17-I-00 18+00 19+00 STA. 10+00.00 C.L. TO 19+00.10 C.L. SCALE: 1" = 50' HORIZONTAL 1" = VERTICAL -7P 18' r F _ SECTION 11 TEMPORARY SUMP SCALE: N. T.S TEMPORARY SUMP CALCULATIONS, VOLUME REQUIRED: 1.80 AF AREA: 15.78 AC, C=0,76 (0.15)(15.78)(0.76) = 1.80 AF VOLUME PROVIDED: 1.87 AF AREA(MID) 0.374 AC 0.374 X 5.0° = 1.87 AF 352 350 348 346 344 342 340 338 336 334 332 20+00 20+50 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 13.70' 6.94' 2225'35" C2 84.07 197.70' 202.06' 134'51'11° C3 520.00' 19.25' GAS 2'07'76" C4 84.00' 194.60' 191.96' 132'43'55" C5 MOD 54,98' 35.07 90'00'00" 06 500.00' 1851' 9.26' I � 480.07 O r- 6' CHAIN UNK FENCE 2'0716" C8 35.00' 53,86' 33.73' 675744" B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 --i -RIGHT TURN ONLY `WI4-1' - DEAD END I' J BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL t-9 EC.R. LINK END CURB RETURN Pee PONT OF COMPOUND CURVATURE "R4-7' - KEEP RICHT 'W14-2" - NO OUTLET °R81(CA)" @ CURVE NUMBER FOR CURVE DESCRIPTIONONSTRUCT 3. BERKSHIRE ROAD -PAVEMENT � 0.37 TYPE "A' A.G.C ® S W w tl 58` 97.92' ICEBe BEGIN CURVE TO TOP OF CURB "R3 -i - RAIN MUST RJNE RIGHT - BIKE LANE 16 OVER 0.95" AGGREGATE BASE OVER COMPACTED O.G. VE 0.50'DENSITY R.S.P. A88A-CASE A EC EC END WIVE Tp TOP OF PAVEMENT '°R7-9° - NO PARKING BIKE LANE NO ITEM WORK - SEE SCHEDULE I S � COMPACTED '=O 95% RELATIVE DEN97Y PR C.O.B. STD. 5T-9 S 0'58'58° W 78.09' CONSTRUCT 6' BLOCK WA41 PER WA,i. CONSTRUCTION PIANS PIVC POINT OF INTERSECTION FC FINISH CONCRETE 1 TAPER NUMBER - SEE ?ABLE O t BUENA VISTA ROAD- PAVEMENT TO BE 0,45' TYPE "A" A.C. 8 O SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE RTW RIGHT -OF -WAV --- a STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OVER 0.70" AGGREGATE BASE OVER t,3V COMPACTED O.G. TO DIRECTED BY ENGINEER SCALE: 1" = 50' P.O.C. POINT ON CURVE A.P. ANGLE POINT � Y q. 9X(hgF BE COMPACTED ''0 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 7 CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER G0.6. STD. 1 TEMPORARY SUMP PROPERTY LME C G CUR AND GUTTER 8' �--PIPE 52E 5 All CATCH BASINS t0 BE TYPE °A° WITH OPENINGS $ a VOLUME REOIRED:0.97 AF VOLUME PROVIOED:0.98 amP. _ CONSTRUCT TYPE CATCH BASH VAIN 3b' OPENING PER 4 W UTILITY: e S�2� ^ w AF TO BE CONSTRUCTED rn ® FURNISH At INSTALL SURVEY MONUMENT PER C.0.B. STD. ST -73 C.O.B. SID. 0-74, UNLESS NOTED OTHERWISE. S A/ V_% B. 7 WITH STANDARD SPECIFICATION PTH-02ALKYD EXISTING SURVEY MONUMENT -' - S - SEWER - REFER TO SEVER & STORM DRAM PLANS w ';p UNIT 1 & REMOVED OSI CONSTRUCT 5.5' COMBINATION SDEWAU( PER C.O.S. STT) ST -5 .. ... I� 15 I F S SEWER m WITH UNIT 2. ON SHEET 16 + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER It STORM DRAM PLANS Q (SUMP NOT $j 3 7 --�-- FURNISH &INSTALL METRO STREET SIGN PER C.O.B. Sip. T-7. SEWER CLEANOUT - REEFER TO SEWER & STORM DRAIN PLANS. $ $ UNIT 2EQSUIRED RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND CONSTRUCT 19 BOTTOM WIDTH DRIVEWAY W/3' WINGS i DEVELOPED WITH UMT- FURNISH & INSTALL STREET UG HT -5800 LUMEN PER C.O.B. .�'6 PER C.O.B. ST0. ST -7 ON SHEET 16 12 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE • N SID. ST -23 AND SPECIAL PROVISION 7-86-10. OD FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. ®m m suave m m mum4 w If 1© INSTALL TYPE IN BARRICADE PER CALTRANS STANDARD PIAN A73C WITH W-31(CA) SIGN WIN OMA -3 MARKER AT THE '" STA. 9+04.fi9 E . 9^5 1 EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS j - "'- UNIT BOUNDARY EDGE OF PAVEMENT PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT SdA 9+77.35 C.L 87.05 RT. _ \ STA. 8+8899 F.L A A N 0'58'57' E 77.89' I Know whats STA. 9+80.00 C.L 1001.7'40 RT. = i Tn °7 N 038' T E 96.86• 14 CONSTRUCT TYPE "A" TEMPORARY 6' A.C. DIKE PER CALRANS Call before you dig. T� I k L.' STA. 8+75.29 F.L.I 2002 STANDARD PLAN RS' A67B 19 PER co:. STD. ET INTE-33 RCONNECT T -34i CONDUIT &PULL BOXES 1 1 _FF77 Ph 1 - F T R/W I C DETAIL 11 TEMPORARY SUMP SCALE: 1" = 30' 352 4.5'_ 93.95' 9.5'_ t 350. �( 6' tlfAiN INIK FENCE 348 - ----- 346 BOTTOM ELEV. = 334.20' 344 D SECTION _ 342 11 TEMPORARY SUMP `- SCALE: N.T.S 340 TEMPORARY SUMP CALCULATION_SL 336 VOLUME REQUIRED: 0.97 AF AREA: 8.47AC, C=0.76 336 (0.15)(8.47)(0.76) = 0.97AF 334 VOLUME PROVIDED: 0.98 AF AREA(MID) 0,207 AC 332 0.207 X 4.75' = 0.98 AF 8+50 9+00 10+ S7 . `t1 6' CHAIN UNK FENCE S�o5.93348 ! N 017'52° W 177.92' _ w 346 SI oam747'__ . 344 o nl I TORARtt4p VOLUME REOVIRED:1.80 AF - th 3 VOLUME TR CTED WITH AF $ .i 342 w I 1D BE CONSTRUCTED WITH UNIT 2 9 ;o 7 & REMOVED WITH UNIT 3 (SUMP NOT REQUIRED IF UNIT 3 IS 340 w i DEVELOPED WITH UNIT 2) w z o o 12'X12')1' RIP RAP ,� o 338 N 336 I S 0'5926° W 170.73' 334 X # N 0°5925' 20590'- *-X- 10+00 X10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STA. 10+00.00 C.L. TO 19+00.10 C1, E DETAIL SCALE: 1" = 50' HORIZONTAL 11 TEMPORARY SIO 1" = 5' VERTICAL 21 J x 17 18 s 14 i 33 I$ o LL �I 6i J J I" 5 i 1 T.17+SA40.42 C.L mow0+20m�0LL.00I�I LTwr. 22 SNA. 17+40.42FAL a 5Z: 3 + a77 ^+ + 0v.G � j O} C 40w J` 'PLNN�FM F-.; 24-F R(((��+�}r^`-1f tJNNNt.�NNafiOY_ _J..�•,lt �� NN �.:Zyt- W �¢ C] Z 7 3 ¢ I ¢ 4JNNti 66�P-^Kf ¢O X � � Z ¢GJ _ --__- __ $. 3 `n '.n�_e _ .ten in A' .__%R ¢ a of �t�ig in +®wma�N�¢ �'`� N Ay e%• Q� �� pg V 10+00-i7+005 a-- -.+ _ N00'S9140.42'-17,00 '21�E o V9 141.17 S ph.� It! I ^5 CS - J 4 Io 2 24"D .r, 18wD oN M I$-4 - m � P 19�� 1 C6 t3 78"p 99+� Sly R� ' -_ - n` 3 R//yyy 3 I^ a d'� L R n u.I F tr ` 'g C7 I, x n �R E 24 0 ✓ 13 ax 32 0 s 4 17 � h o E w z I $g titi t JJ I �b$i �-NJ JJ J,J> -+J aL. o4 > * N ! o 20 RJ rcm z u><:}tip JJ I I J�9a JJ JJ m � To STA. 79+9132, F. tip: tiLL v4 P.R.C. .n �`1 O[i $ d @7'm G$h �T Im $S4Nm J-� M �J I rJ' O) I mmI 1 z�$ g, $$ mnh v,. I: ** mw �� z� $ STA. 19+2 .88 DL 84.15 RT.= ++ ++ v®.x nnJ til 5' nn8-' mN j to cil I$ $i *v o g$ad o"1 ¢i t - STA. 20+10.74 F.L. M Ivry n,n ____r$i mm + I + 21N ' v+i vli � r m�4mm �E- nn n^ �.^- w I $ � 30' u w Smi-nL- ^lam vaF v�z44 . 1�� 1� 5 rr c�^�� , I T.+- 25 I -m u 20' W N7Ntn -d4 I� ti�^'- I dd ___•-^ I i ( t -t-. 1 t;Id a:l 20" 20' I o mFt4-g -ori I r'tidd add - I.^d I EG ¢ v tmj 20 % I 30' 0' U tJ NUNN2 NN Z}� N cl I I tI1 N V. r m o in N Q Pfi NYn 20' 20' I ST0. 19+23 3 C.L. 9259 R. 8 2 a0 12 i 11"' 0 30' 19 30' 30' R STA. 20+24.44 F.L. U p R/W 7 R/Ytl� " ( i-R/W 18 ' 31� �R 6 �' UNIT � r � � H AVENUE GOR RUM A UE g� ® I� T�q g� E: CLEAR A E BROKEN LANCE A NUE _ BEET 7 SEE SHEET 6 � p A p" `m g S S p R ¢. SEE SHEET 5 SEE SHEET 4 3 w a STA. 10+00.00 G.L. TO 19®+00.10 G.L.O W SCAL E: 1" = 50' HORIZONTAL w m g 00 11+00 12+00 13+00 14+00 15+00 16+00 17-I-00 18+00 19+00 STA. 10+00.00 C.L. TO 19+00.10 C.L. SCALE: 1" = 50' HORIZONTAL 1" = VERTICAL -7P 18' r F _ SECTION 11 TEMPORARY SUMP SCALE: N. T.S TEMPORARY SUMP CALCULATIONS, VOLUME REQUIRED: 1.80 AF AREA: 15.78 AC, C=0,76 (0.15)(15.78)(0.76) = 1.80 AF VOLUME PROVIDED: 1.87 AF AREA(MID) 0.374 AC 0.374 X 5.0° = 1.87 AF 352 350 348 346 344 342 340 338 336 334 332 20+00 20+50 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 13.70' 6.94' 2225'35" C2 84.07 197.70' 202.06' 134'51'11° C3 520.00' 19.25' GAS 2'07'76" C4 84.00' 194.60' 191.96' 132'43'55" C5 MOD 54,98' 35.07 90'00'00" 06 500.00' 1851' 9.26' 2'0796" C7 480.07 17.71 889' 2'0716" C8 35.00' 53,86' 33.73' 675744" LMENDL LEGEND (CONT.): LEND (,DONT.): NOTES: CONSTRUCTION NOTES: PoVC POINT ON VERTICAL CURVE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.S. STD. T-19: °R1-,1° - STEP "SS SECTKANZ 1. SEE SEWER AND DRAIN PLANS FOR STORM DRAIN O CONSTRUCT TYPE °8" CURB & GUTTER PER C.O.B. SID ST -1 FL CL iLOW9JNE BVC BEGIN VERTICAL CURVE CENTERLINE EVC END VERTICAL CURVE -2° -END SCHOOL ZONE "R6-1" - ONE WAY "R5-1° °003-1` -STOP AHEAD _ _ �._ _ _p' SECTION DESIGNATION ILS AND SEWER DETAILS STREETS PAVEMENT BE 0.27 PIPE "B" A.C. Q CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 - 00 NOT ENTER 2 2. LOCAL - TO ON SHEET 16 ELEV ELEVATION PI PONT OF INTERSECTION "R26(CA)° - NO PARKING ANY TIME WM(CA)" - END S M OVER 0.85° AGGREGATE BASE OVER 0,50' COMPACTED O.G. TO B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 --i -RIGHT TURN ONLY `WI4-1' - DEAD END SECT M7 i6 Slow BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL t-9 EC.R. LINK END CURB RETURN Pee PONT OF COMPOUND CURVATURE "R4-7' - KEEP RICHT 'W14-2" - NO OUTLET °R81(CA)" @ CURVE NUMBER FOR CURVE DESCRIPTIONONSTRUCT 3. BERKSHIRE ROAD -PAVEMENT � 0.37 TYPE "A' A.G.C ® HANDICAP RAMP PER CALRANS 2002 STANDARD PLAN ICEBe BEGIN CURVE TO TOP OF CURB "R3 -i - RAIN MUST RJNE RIGHT - BIKE LANE ® OU OVER 0.95" AGGREGATE BASE OVER COMPACTED O.G. VE 0.50'DENSITY R.S.P. A88A-CASE A EC EC END WIVE Tp TOP OF PAVEMENT '°R7-9° - NO PARKING BIKE LANE NO ITEM WORK - SEE SCHEDULE I S � COMPACTED '=O 95% RELATIVE DEN97Y PR C.O.B. STD. 5T-9 ® CONSTRUCT 6' BLOCK WA41 PER WA,i. CONSTRUCTION PIANS PIVC POINT OF INTERSECTION FC FINISH CONCRETE 1 TAPER NUMBER - SEE ?ABLE O 4. BUENA VISTA ROAD- PAVEMENT TO BE 0,45' TYPE "A" A.C. 8 O SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE RTW RIGHT -OF -WAV --- a STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OVER 0.70" AGGREGATE BASE OVER t,3V COMPACTED O.G. TO DIRECTED BY ENGINEER SCALE: 1" = 50' P.O.C. POINT ON CURVE A.P. ANGLE POINT � STORM DRAM MANHOLE -REFER TO SEWER & $TONIN DRAIN PLANS BE COMPACTED ''0 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 7 CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER G0.6. STD. 50' 25' O' S0' 100' P PROPERTY LME C G CUR AND GUTTER "A" �--PIPE 52E 5 All CATCH BASINS t0 BE TYPE °A° WITH OPENINGS GLl SHEET EP, EDGE OF PAVEMENT G.S.GVGRADE BREAK CONSTRUCT TYPE CATCH BASH VAIN 3b' OPENING PER 4 W UTILITY: PER C.O.S. STD. D-14, UNLESS NOTED OTHERWISE ER ® PAIN IN PAINT 12" LIMIT LME USING THERMOPLASTIC PAINT PER CALIRANS ® FURNISH At INSTALL SURVEY MONUMENT PER C.0.B. STD. ST -73 C.O.B. SID. 0-74, UNLESS NOTED OTHERWISE. G B. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT STANDARD SPECIFICATION PTH-02ALKYD EXISTING SURVEY MONUMENT -' - S - SEWER - REFER TO SEVER & STORM DRAM PLANS -GASB IRR-4RIGATKIN BOUNDARY WITHIN THE TRACT IF ADJACENT UNIT IS NOT OSI CONSTRUCT 5.5' COMBINATION SDEWAU( PER C.O.S. STT) ST -5 S SEWER CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE ON SHEET 16 + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER It STORM DRAM PLANS SIGN NTH CONSIRUCTION OF ADJACENT UNIT 90 FUTURE TYPE °M' CUR PER C.O.B. STD. DET. ST -2 7 --�-- FURNISH &INSTALL METRO STREET SIGN PER C.O.B. Sip. T-7. SEWER CLEANOUT - REEFER TO SEWER & STORM DRAIN PLANS. 11 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND CONSTRUCT 19 BOTTOM WIDTH DRIVEWAY W/3' WINGS ® -0' FURNISH & INSTALL STREET UG HT -5800 LUMEN PER C.O.B. .�'6 PER C.O.B. ST0. ST -7 ON SHEET 16 12 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE • SID. ST -23 AND SPECIAL PROVISION 7-86-10. OD FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. ®m m suave m m mum4 w m mo TRACT BOUNDARY CENTERUNE - - -___ _ ___- 1© INSTALL TYPE IN BARRICADE PER CALTRANS STANDARD PIAN A73C WITH W-31(CA) SIGN WIN OMA -3 MARKER AT THE '" STD ST -23 AND SPECIAL PROVISION 7-86-10. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS -' - "'- UNIT BOUNDARY EDGE OF PAVEMENT PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. AND SALVAGE THE below. INTERCONNECT CONDUIT ----- -- is---- 11EAREMOVE SON 'MTIi THE CONSTRUCTION OF THE ADJACENT PHASE Know whats 14 CONSTRUCT TYPE "A" TEMPORARY 6' A.C. DIKE PER CALRANS Call before you dig. 2002 STANDARD PLAN RS' A67B 19 PER co:. STD. ET INTE-33 RCONNECT T -34i CONDUIT &PULL BOXES 1 1 _FF77 Ph 1 - F �I l7 IRONTOOTH AVENUE Ll GORGRUM AVENUE EVERCLEAR AVENUE - L i BROKEN LANCE AVENUE SEE SHEET 7 SEE SHEET 6 SEE SHEET 5 SEE SHEET 4 (i 1 29 RAY - R/W 27 t 22 R " ` I /W 11 /W ---R/vt� 20' 20' t I L w i - I R I R 5 �___-__-__._ I R/W � ! 0' 30 N --' `- x Iii I$ 'w _�$ I x n :" n �j STA. 8+75.29 FL s'� I---�---- �-��--�-��---�--�, �-+ .--__-�--�� ml�e .'- 5 Y P.R.C. � o �a~- � ��I 5 I N I �•' �. c .--__- R 0 T�0 RSTA. A 20+�.07 F.L 10040 LT = STA 9+77.35 C.L a. LT = C JJ� 2 - . ' STA. 8+88.99 F.L. N 5 J J v a; ' J J J ci cv i J -' J J 1 -'m-� N i .- g tt u: U 4: _i J J J Li j 20" ZO' J 5 -_- 1-'-'--_e -5TA. 9 0� 2 Iw �-,�, vcs tip: 0 0 3 oi.: ci E $$ °](1 opa'o z6a l=aSl $$ f r$$ 0' 30 tip: on ci �.: 4ti w°: IC P.R.C. i mon zN � vo o6}jj$-- ! ov c+, �$$ $$ t�ao 00 >- loo 5(A 19+22.65 C.L 67. LT. _ ;;� M 28 5 21 $$ 16 `�� ism 10 I�5 NI3 I x $ $ $ o STA. 20+11.01 F.L. I �+ g STA. 19+9721, FL. CRIT- 'J7 B �n i Q U N Im �p URNEWAy f 3 ui»» s 12- _ m,`n -/ftiW__®»» �) lz �.iw f !R, I min in aiW in ,"II cimH �7 a¢� I h� m+i'-i iii Im1 R/W 0 N 6' CHAIN UNK FENCE 4 9k§601. Fi. 11 $+ C3 4 ( 4 / __.L,_ _ _ -_ �-.__ __ _I - __ _ ��n» m IR/W 3 Iz ( S A� pY _ - 4 z $ DR c ^ 9k6\�7% iAF09 'NOO'S9'2iE 17004'- 1140p 0_ 78"D �__.�--12+90� I N00'S9'21'E 129.9fi' 19- 14+00 1 2 _ 3 IO-+' 4 b o f C3 I$ SA' /9 SwA43 6 S 0'59'21' W 8286' tt - 12' X 12' X i' RW RPP �Zo ALP » s}-- - -� __ N00'S9°21_E 30000' 15+00 _ __- ._ _ 46+00 17100 f 6"S 78"DRAIN 4� 6'S C7 93 $----��-s-_ 13+ _ _$j_- ._- ---I _ _ ._I N0059'21'E 3W.00'' _Q}- s Aja S 0'59'21' W 64.68' _ a �' PSE 1_ 2 �+i a 65 -_ .n 4 $' I // !4 -_- I 6 S x 0� :a-R'MPDRARY � P� PP 0 o VOLUME REQUIRED: 0..26 AF �� .- �VAP� c, p' ,�� ' VOLUME PROVIDED: 0.27 AF P i R W P f$ / n QJ i ¢4 R W a 2 1 W 9 TO BE CONSTRUCTED WITH PHASE 2 & g `�. P ,, . a, �.- a „_ o� -- W O, s�1` / 3 3 u> i`" w 3" 3 R/W 3 I REMOVED WITH PHASE 3. (SUMP NOT ' `,Z-1 �' �' > REQUIRED IF UNIT 3 IS DEVELOPED p m a _ 0 � �n ¢'/ P e. WITH UNIT 2) m » $' y< +lomr ,® n niz I o NDN +! w » C16 / + o o+ o $ n a N 1Vti n » m 0 m » �- N 0'59'21" L Z X,:-' 1. ,LQ CJ• / 2 N » 1 7 a C14 10.57' - d' J ..iJ J n r a dj F o' v� N3 ¢ + i i .n �i tiW ti�QI ciw oi.. yZ f C15 5059' "W I Oxx / P.R.G. v' <$$ vYio ,'� $ I ci ,,: z�ti V,;ww 1y 3F% I (� ci aiw "'! v' »; x"e in om .l y \ t9.6 Y�, sem' / STA�1 +97. -OS C.6. 2.65 ftT- cNn �$( + i $o¢®e�U'i-? 7 » JJB ! 1111 I 2.7 2V 1� I 1$ $$2o� .$ '4q ¢ r od_rro� n zm,o w o \ mrr 1$$ t o auf m NY3 't » £ 1 Q: STA 10+ APE F.L.±± ++ � i¢ I o {� 17 � C3 f yy1 EUREl F- rc 5 jno+e�++�'vo'( I $+ l i fir+ -=mgr I ^+ ti�m 8y,; G / STA 11+0040 C.L 20.00 RT. = g�.�.. LT�� 1 20' 20' Ir �r`T-° a w ! m" I / STA 11+00.40 U¢d ¢��a f I �- ,L, ! i i ¢a�anaa ti$Q:L I L_.- w»vi k ��-�- I 30' 30 I �- ��-t-�W ! a< »�»�ii I »»n:»» \ o»»zo TRACT BOUNDARY R/W,I,� ! R/'W I o»» IT F [T ! A\ •' DETAIL - 7 12 TEMPORARY SUMP ANPAK RIVER AVENUE \ SCALE: N.T.S SEE SHEET 90 TRACT BOUNDARY®® , TTTitiI 1T�r J ' T rTIYI 70411 TEMPORARY SUMP CALCULATIONS: STA. 10+00.00 C.G. TO 19+00.00 C.L. VOLUME REQUIRED: 0.26 AF SCALE: 1" = 50' HORIZONTAL AREA: 2.25AC, C=0.76 (0.15)(2.25)(0.76) = 0.26AF 354 --___.__ __-. ---r , " - ._-___.- --__ ^ ___._ -__-- -- - 354 VOLUME PROVIDED: 0^27 AF n or nn PROVIDED: t__L 9 CURVE TABLE CURVE RADIUS LENGTH TANGENT I DELTA CI 35.00' 13.70 6.94' 2225'35' C2 84.00' 197.70' 202.06' 134'S1'li" C3 35.00' 54.96' 35.00' 90U0'00" I FLOtG -- � oI NS n-0_93�'-X_ ' ' 4 344 EMEDSB� L 548 344 TTOM ELEV. " 342 342 TEMPORARY SUMP AWPROXIN0.IE EXIBTIN SECTION Bunn WI H UNIT ¢ PROPOSED WEST H oWI NE ^ 12 340 , REMOVE iITH UNIT TEMPORARY SUMP GRwwD ®.L -- > w 340 TEMPORARY SUMP - ILD WITH UNIT t _.- _. _ e ..- SCALE: N.T.S to MI _ I SE WITH UNIT 2 W REND 338 - - tr - - -T t h 338 > z 336 - - 336 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STA. 10+00.00 C.L. TO 19+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 354 T T - - ,------ 354 tl 352 - m a r - - - -1 0 - - - -- - - r 352 -- <pm + m« �m =^� >¢> ®-w --- -w�� 5o w -- 350 50 N o L 346 1 J w_ �- o 348 r S0'59'21"W 13.00' J .i 3.� _-. .. .... ., t... _. _$+�$+ �+ -__ ' _t $ t`J` ^ w _ -E5 _._ APPROMA,EXISTING____. 'r W ry - a (''' GAPPROXIMATE PPROXIM C EXISTING _.... ... 346 T - ROUND APPROXIMATE o S 0'59'21' W 97.00' - _._ __ --L GROUND @ E*1. DUSTING __ .. t a is w i -n $�^ a Ij,y3 in _. _e z �' �' _-__- _ _ '�_ - 344 a » W » 344 -- d v -_ -__ _ ov e TEMPORARY SUMP a .<9 m �d H _'�I-_ - - y ._.$ - - _ I... 30 /OUME REQU!RED:0.72 AF )l 342 S-09T3X' _ PROPOSED': w w VOLUME FRONDED: 0.727 AF a � I _ ' PROPosm Ea'sT FioWWINE EAsfiFLevAWE - I', 342 n o, I TO BE CONSTRUCTED W!?N PHASE 7 & RE(40YED`m - IENPOEARY SUM7f "' I WITH PHASE 2.(SUMP NOT REQUIRED IF °' o _. _. _.- _. d BUAO WITH UNIT 2 _. 1. 340 - %OPQSED EAST -FL n - aee 40 y m I UNIT 2 IS DEVEt OAED WITH UNIT i) �I z Fi_OfA.INE i. -.. RES{OPE W17A UFIT3 REMOVE NTH UUNIT 1 NIT 2 - tv t'I '�_..� 'm 3 l ,y 338 ! 'I r z -- Z -- -+ - - - r-- -II -+ -- 338 N 0'59'21' E 9700' -- Z �- 336 u-- 8+50 9+00 - 10+00 11+00 12+00 13+00 - - 4+00 15+00 16+00 - tr+00 18+00 - 19+00 20+00 20 336 1111, N 0592+" E 703.00' u q r +50 i,1 STA. 10+00.00 C.L. TO 19+00.00 U. -^r---- - SCALE: 1" = 50' HORIZONTAL 1 1" = 5' VERTICAL C DETAIL 12 TEMPORARY SUMP SCALE: N.T.S LEGEND (CONT.): LEGEND (CONT.). CONSTRUCTION NOTES,e ABBRENATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECiMN PtlYC POINT ON VERTICAL CURVE 'RI -i' - STOP 9. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O CONSTRUCT TYPE '8' CURB & (X,ITIER PER C.O.B. STI1 ST -1 FL FLOWLINE BVC BEGIN VERTICAL CURVE "R6-1" - ONE WAY "55-2' - END SCHOOL ZONE _ _ _ _ _ _A SECTION DESG4NATION AND SEWER DETAILS CONSTRUCT 4.5' COMBINATION SIDEWALK PER 00.8. STD ST -5 TEMPORARY SUMP CALCULATIONS: CL CENTERUNE EVC END VERTICAL CURVE 'RS -1' - DO NOT ENTER 'W3 -i' - STOP AHEAD 2 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE'S' A.C. Q ON SHEET 16 ELEV ELEVATION PI PONT OF INTERSECTION "R26(CA)' - NO PARI(1NG ANY TIME 'W31(CA' - END SHEE( * RE OVER 065' AGGREGATE BASE OVER 0.50 COMPACTED O.G. R% VOLUME REQUIRED: 0.12 AF B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE ^R3 -5R^ - RIGHT TURN ONLY 'W14-1 - DEAD END � �� B `�b BE COMPACTED TO 95% RELAITVE DENSITY PER C.O.B. 570. S(-8 Q INSTALL STREET SIGN PER C.G.B. STANDARD DETAIL T -i AREA: 1.07 AC, C=0.76 EG.R. END CURB RETURN PCC PONT OF COMPOUND CURVATURE 'R4-7' - KEEP RIGHT W14-2' - NO OUTLET L"J CURVE NUMBER FOR CURVE DESCRIPTION & BERKSHIRF ROAD - PAVEMENT TO BE 0.30 TYPE "A' A.C. CONSTRUCT HANDICAP RAMP PER CALTRANS 2DD2 STANDARD PLAN = 0.12AF BC BEGIN CURVE TO TOP OF CURB 'R3-7" - RIGHT LANE MUST TURN RIGHT 'R81(CAj - BIKE LANE OVER 0.95' AGGREGATE BASE OVER 0.50' CGMPACTED D.C. TO O R.S.P. A88A-CASE A EC END WRVS IP TOP OF PAVEMENT "R7-9' - NO PARKING BIKE LANE(0.15)(1-07)(0.76) ® I7Q,1 WORK -BEE SCHEDULE BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. 51-9 ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS SCALE: 1" = 50' VOLUME PROVIDED: 0.127 AF PIVC PONT OF INTERSECTION FC FINISH CONCRETE �1 TAPER NUMBER - SEE TABLE 4. BUENA VISTA ROAD- PAVEMENT TO BE 0.45' TYPE 'A" ACOU © SAWCUT EXISTING EP. PER RESKC71VE STREET SECTION OR AS VERTICAL CURVE R/W RIGHT-OF-WAY ---- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO DIRECTED BY ENGINEER 50' 25' 0' 50' 100' AREA(MID) 0.085 AC P.O.C. PONT ON CURVE A.R. ANGLE PONTBE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. SID. ST -9 I® STORM DRAIN MANHOLE -REFER TO SEWER &STORM GRAIN PLANS O CONSTRUCT SINGE FAMILY DRIVE APPROACH PER C.O.B. 510. 0.085 X 1.5' = 0.127 AF PA PROPERTY ONE C/G CURB AND CUTTER FIFE SIZE 5. ALL CATCH BASINS TO BE TYPE "A' PATH 3.5' OPENINGS ST -7 ON SHEET 16 EP. EDGE OF PAVEMENT OB. GRADE BREAK CONSTRUCT TYPE' "A' CATCH BASIN WITH 3SI--- ' OPENING PER 4'W UTIOTY: PER C.O.B. SRI. D-14, UNLESS N07ED OTHERWISE B PAINT 12" UM(( UNE USING THERMOPLASTIC PAINT PER CALIRANS Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD, ST -13. C.O.B. STD. D-14, UNLESS 1407M OTHERWISE W-WA'O:R O -DRAIN 0 STANDARD SPEOF7CATION PTH-O2MRYD G -GAS !RR -IRRIGATION 6. INSTALL W^31(CA) SIGN PATH OM4-3 MARKER AT THE UNIT j EXISTING SURVEY MONUMENT S SEWER -- REFER TO SEWER & STORM DRAIN PLANS S_SEgAR BOUNDARY VAIHIN THE TRACT IF ADJACENT UNIT IS NOT OSI CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST -5 30 T FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T -t. ✓� SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS SIGN NTH CD STRUCTION OF A REMOVE AND SALVAGE THE ON SHEET 16 3A 34 -� SIGN W1?H CONSTRUCTION OF ADJACENT UNIT 10 FUTURE TYPE 'M" CURB PER C.O.S. SID. DET. ST -2 _---� + FURNISH &INSTALL METRO STREET SIGN PER GO.B. 510. 1-1. SEWER U8J- REFER TO SEWER &STORM DRAM PLANS. CONSTRUCTCT 1 16' BOTTOM 11 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND s -�- FT}RNISH &INSTALL MET LIGHT -5806 LUMEN PER C.0.8. PER C.0.8. SM.ST-7ST-7 WIDTH DRIVEWAY w/3' SONGS ON SHEET 161© ADJUST EXISTING MONUMENT FRAME Ae COVER TO FINISHED GRADE SID. ST -23 AND SPECIAL PROVISION 7-86-10. 13 INSTALL T'A'E AI BARRICADE PER CALIRANS STANDARD PLAN BOTTOM ELEV. = 341.39' -®- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. TRACT BOUNDARY CENTERUNE STD. ST -23 AND SPECIAL PROVISION 7-86-10 - - - �- A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT THE EXISTING STREET UGIT PER SEPARATE APPROVED STREET PLANS - UNIT BOUNDARY EDGE OF PAVEMENT ---------- PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT KAOW what's below. CONSTRUCTED AT THE SAME TWE. REMOVE AND SALVAGE THE CBiI before you dig. INTERCONNECT CONDUIT------�� - SIGN NTH THE CONSTRUCTION Or THE ADJACENT PHASE SECTION T4 OCNSTRUCT TYPE'A' TEMPORARY C A.C. DIKE PER CALTRANS 12 TEMPORARY SUMP 2002 STANDARD PLAN RSP A8/a 1.1-6577 Ph 1 - 5 SCALE: N.T.S 15 FURNISH AND INSTALL INTERCOMIECT CONDUIT & PULL BOXES PER C.O.B. STM, DET. T-33 & T-34 -------------_------------ - --- CITY RECORDS NO: z; m 6 N N V z Z o 0 mac R C O W Z 0 I k w is m � 5 \ � 1 U P 15j0 wF 0 m z 0 Q O W W ¢ n W m ® x Q -c ¢ W > N- z nC v W E- J f' J = W v- a>>Z m Op ¢ w m W a P F m o W o cr O ¢ F < F 19 < m r OUENTARI AVENUE ALCAZAR AVENUE IRONTOO1 SEE SHEET 9 SEE SHEEF 8 SEE SH _i yry o� nR/W� 5'57 JJ S ! I 2 J J a J a fav I 20. 1 20. iU $ �m g gr` 0---1 c,'_ "z$ 24 r� 3 30' 30' i-__-__" m°d G 5 I I` ? 20' r.i.- ; 1 'd3'< 2G - 20 v4 t.tU$ z U�: wsw 2 <r Q =S' �%d wl ( j 30'`nl 30 gg i$ ®vi $$ 30 m N/W m. o c Z ��} 35 �r+ 13 �� y dd i R/W SV OOLU I � 00 I mom..- I NN J Vi ++ 3 4 $ (+� f 2 0 C1 10 0 R- al gra-�aW mrlQ-N00'59'21 E � � 11+00157.60' I i 3 k' o 1(j C14 4 �- 10+00 "' oM 24.,D i 2 m 24"D _-.._ - C7 I I _- _ _ a 11+00 a NOO'59'27 E 300 GO' 1 _ _ 55 z Cl23 �p n Ik -',.i,,: zi . {�..}I _ RfM z. e ft >� u"a .MM -I o 1 Fv°�i.� v__R/W� g 1 g ry g Mn o ++ 1 N;nr ._.! Z `-� ry amv f12 g' n> d u� cFa -2U oouwLU "y 20` 20' w^+. q ) �I JJ ��-. �, z ��Aw ,J I p W ci i� I 30' 30 ' 54. ' �� 5' �g < N 22 tii}n �nXo 20 20' �4v �� g+� ++ �$ m n �G �' -� ------ 1-- a H, 20' R/W ..% JO's Iir-�- y1 c��%d WNN ONN N NN20®NV OUESAt�AVE9NUE AL ZA4' AVEL T00` SEE SHEET 8 SEE SI Nuo""IRDEN V" STA. 10+00.00 C.L. TO 13+00.00 C.L. STA. 10+00.00 C.L. TO 11+51.57 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 352 CURVE RADIUS - -- - -... 352 350 C1 - 31.42' - 350 348 -� � $ O M > I 30.V,' -- I n -i 348 3466 29.75 � - STOP "S5-2" -- > +- --' 346 344 0 fi p x 348 342 344 342 s auRGo M®E EXISTING ® PR wEs - - 342 340 340 338 - % -- - 340 338 I - - 338 sw-0-25X - - -- ___ L-31.42' s ---, 338 336 344 OSEO WEST ELONf1 - NE SCALE: 1" = 50' HORIZONTAL •�M>m' 336 334 - w BE COMPACTED TO 95% RELATIVE DENSITY PER CO.B. STD. ST -9 a INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T -i -_ 334 332 - _. _. ss, _ -' -' 332 3. 10+00 4 O 11+00 11+75 BEGIN CURVE TC TO' OF CURB STA. 10+00.00 C.L. TO 11+51.57 C.L. SCALE: 1" = 50' HORIZONTAL EC 'w: 1" = 5' VERTICAL mw 352 ,n 1 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS - --, 352 350 - w - r - 350 3482n BUENA VISTA ROAD- PAVEUENT TO BE 0.4..4' TYPE "A" A.C. SAWCUT EXISPNG E.P. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE R/W RIGHT-OF-WAY --- D 344 346 1 I 8 OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO $m r P.O.C. - ' 346 N 344 � g APPROXIMATE H6 a N n a- 344 342 - - < EXISTING GROUND (4R e - saq;51% _i -- 342 340 _.. - 1 -- - E.P. - -... ---1 340 338 S=0.25% s, G.3o n j © s=otslx -! 338 ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. W mz� C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 12 T 6. INSTALL W-31(CA) SIGN MTN 01,14-3 MARKER AT THE UNIT PRO iSEED EAS? 5=025% Z� EXISTING SURVEY MONUMENT -- '-s- 336 334 t z 7- W O 4 334 334 332 332 = (!) LL a s - -- 332 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90,00'00" C2 30.00' 47.38' 30.V,' 90'29'07' C3 30.00' 45.87 29.75 B8'30'S3° 352 - - 352 - - -- -I 352 350 r I - 350 I 348 -- 1" = 5' 350 w W- ---! 348 346 1t r:4 EXIS 0%IMAIE M - STOP "S5-2" 348 - 0 fi p x 348 342 ta332 ' 342 i AND SEWER DETAILS "B' ® PR wEs - - 346 y 340 338 - % w - 346 I - - 338 310+00 - - -- "R26(CA - - NO PARKING ANY TIME 'W31(CA)° -ENO "WI4-1' 11+00 12+00336 344 10+00.00 C.L. TO 11+98.64 C.L. SCALE: 1" = 50' HORIZONTAL •�M>m' 344 m BE COMPACTED TO 95% RELATIVE DENSITY PER CO.B. STD. ST -9 APPROXIMATE X� c INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T -i ECR. END CURB RETURN PCC POINT OF COMPOUND CURVATURE 1 °R4 7' - KEEP RIGHT 'WI4-2' - NO OUTLET 342�ai�L CURVE NUMBER FOR CURVE DESCRIPTION 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE °A" A.C. 4 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 STANDARD PLAN OC BEGIN CURVE TC TO' OF CURB 342 (D ITEM OF WORK - SEE SCHEDULE CO BASE'. OVER 0.50' COMPACTED O.G. TO R.S.P. A88A-CASE A EC 'w: 'R7-9' - NO PARKING BIKE LANE mw r,i ,n 1 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS _zow gyp"� POINT OF INTERSECTION FC FINISH CONCRETE w 340 TAPER NUMBER -SEE TABLE 4. BUENA VISTA ROAD- PAVEUENT TO BE 0.4..4' TYPE "A" A.C. SAWCUT EXISPNG E.P. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE R/W RIGHT-OF-WAY --- D 344 L=31.42' OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO DIRECTED BY ENGINEER P.O.C. POINT ON CURVE A.P. ANGLE POINT L=3,1.42' S70PoA DRAIN MANHOLE -REFER TO SEWER &STORM GRAIN PLANS 5--0.51% _ w � „ O CONSTRUCT FAMILY DRIVE APPROACH PER C.O.B. STD. � s= -s. 5% saq;51% .338 5. ALL CATCH BASINS TWE °A' PATH 3.5' OPENINGS M M M n n E.P. EDGE OF PAVEMENT G.B. GRADE BREAK PR WEST FLOVIUME S=0.25% < n j © 336 PAINT PER CAL7RANS ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. W mz� C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 12 T 6. INSTALL W-31(CA) SIGN MTN 01,14-3 MARKER AT THE UNIT <44 c 336 Z� EXISTING SURVEY MONUMENT -- '-s- SEWER - REFER TO SEWER & STORM DRAIN PLANS G -GAS IRR -IRRIGATION S_SEWER BOUNDARY WITHIN THE TRACT IF ADJACENT UNIT IS NOT O CONSTRUCT 5, COMBINATION SIDEWALK PER C.O.B. STD ST -5 334 FURNISH & INSTALL STREET SIGN PER C.O.B. STI. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS, (!) LL -- t -t W y 90 _I 334 FURNISH &INSTALL METRO STREET SIGN PER C.0.B. SM. T-1. lo SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LIU R O Y it RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND ® CONSTRUCT 78' BOTTOM WIDTH DRIVEWAY W/3' WINGS -o- 332 - - _ - -' 332 10+00 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRAVE 11+00 12+00 13+00 352 350 348 346 344 342 340 338 336 334 332 STA. 10+00.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 350 348 346 344 342 340 338 336 334 332 BROKEN LANCE AVENUE: SEE SHEET 4 U Ai _EE 4AVENUE BERKSHIRE ROAD SEE SHEET 3 ARUNDEL AY STA. 10 -00.00 C.L. TO 11+98.64 C.L. SCALE: 1" = 50' HORIZONTAL 354 - --- - - 354 352 - - -- +---- 352 350- SCALE: 1" = 50' HORIZONTAL r I 7 I 350 I 348 -- 1" = 5' w -- - -- L g w W- ---! 348 346 1t CONSTRUCT TYPE '8° CURB & CUTLER PER C.0.6. SND ST EXIS 0%IMAIE M - STOP "S5-2" 1346 344GROUND ' 0 1-14738 '5 344 342 ta332 -i 057% &=0.581 3 N 342 340:- AND SEWER DETAILS "B' ® PR wEs - - y 340 338 - G w � -- - - - I � IIS I - - 338 310+00 - - -- "R26(CA - - NO PARKING ANY TIME 'W31(CA)° -ENO "WI4-1' 11+00 12+00336 STA. 10+00.00 C.L. TO 11+98.64 C.L. SCALE: 1" = 50' HORIZONTAL BEGN CURB RETURN ERIC POINT OF REVERSE CURVATURE 1" = 5' VERTICAL 354 - - 354 352 352 ' I I 350 1� -- --a 350 348 m I a m I m a II M H 346 APPROXIMATE, EwsnNc -'- 346 v w 3% GROUND 0 GLv% v 344 L 4s sr 344 46.8r 342 342 N N j n n PROPOSED EAST ELMNE 340 * n S - > -- 340 338 - a _ -a 338 336-- - -- - -- 336 10+00 11+00 12+00 10+00 11+00 11+75 10+00 11+00 12+00 13+00 SIA. 10+00.00 C.L. TO 11+98.64 C.L. STA. 10+00.00 C.L. TO 11+51.57 C.L. STA, 10+00.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL 1" = 5' VERTICAL SEE SEVER AND STORY DRAIN PIANS FOR STORM DRAIN SCALE: 1" = 50' 50' 25' 0' 50' 100' Know whars below. Call before you dig. LEGEND (CONT.): LEGEND CONT.): NOTES: .w m CONSTRUCTION NOTES: ABBREwam POVC POINT ON VERTICAL CURVE R 1 �- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rf-1° SEC71ON 1, SEE SEVER AND STORY DRAIN PIANS FOR STORM DRAIN �j CONSTRUCT TYPE '8° CURB & CUTLER PER C.0.6. SND ST - STOP "S5-2" A O r W -1 FL CL FLOWUNE BVC BEGIN VERTICAL CURVE CENTERLINE EVC END YTaRncAL CURVE 0 - END SCHOOL ZONE 'RB -i' ONE WAY 'RS 'W3-'.' - STOP AHEAD n -- SECTION DESIGNATION 2 AND SEWER DETAILS "B' ® CONSTRUCT 4.'Y COMBINATION SIDEWALK PER C.O.B. 3tD ST -5 3 -1° - DO NOT ENTER 2 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TWE AC. ON SHEEF 16 ELEV ELEVATION PI PONT OF INTERSECTION "R26(CA - - NO PARKING ANY TIME 'W31(CA)° -ENO "WI4-1' SHEET WHERE' >wK ED OVER 0.85' AGGREGATE BASE OVER 0.50' CT.MPACTEO O.G. TO O B.C.R. BEGN CURB RETURN ERIC POINT OF REVERSE CURVATURE "ft3-SR� -RIGHT TURN ONLY -DEAD ENG BE COMPACTED TO 95% RELATIVE DENSITY PER CO.B. STD. ST -9 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T -i ECR. END CURB RETURN PCC POINT OF COMPOUND CURVATURE 1 °R4 7' - KEEP RIGHT 'WI4-2' - NO OUTLET � 0c, CURVE NUMBER FOR CURVE DESCRIPTION 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE °A" A.C. 4 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 STANDARD PLAN OC BEGIN CURVE TC TO' OF CURB *23-7" (D ITEM OF WORK - SEE SCHEDULE CO BASE'. OVER 0.50' COMPACTED O.G. TO R.S.P. A88A-CASE A EC END CURVE TP TOP OF PAVEMENT 'R7-9' - NO PARKING BIKE LANE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS PIVC POINT OF INTERSECTION FC FINISH CONCRETE w TAPER NUMBER -SEE TABLE 4. BUENA VISTA ROAD- PAVEUENT TO BE 0.4..4' TYPE "A" A.C. SAWCUT EXISPNG E.P. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE R/W RIGHT-OF-WAY --- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO DIRECTED BY ENGINEER P.O.C. POINT ON CURVE A.P. ANGLE POINT ® S70PoA DRAIN MANHOLE -REFER TO SEWER &STORM GRAIN PLANS BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 O CONSTRUCT FAMILY DRIVE APPROACH PER C.O.B. STD. PA / PROPERTY UNE C G CURB AND CUTTER / /--PIPE 5. ALL CATCH BASINS TWE °A' PATH 3.5' OPENINGS B -T1 ST -7 ON SHEET 78 E.P. EDGE OF PAVEMENT G.B. GRADE BREAK � CONSTRUCT TWE 'A' CATCH BASIN 4NTW 3.5' OPENING PER #'W Y: UTILITY: W PER C.O.S. STD, D -i 4, UNLESS NOTED OTHERWISE 4 U © PANT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CAL7RANS ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. W mz� C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 12 W -WAIT R D -DRAIN 6. INSTALL W-31(CA) SIGN MTN 01,14-3 MARKER AT THE UNIT <44 c STANDARD SPECIFICATION PTH-02ALKYD Z� EXISTING SURVEY MONUMENT -- '-s- SEWER - REFER TO SEWER & STORM DRAIN PLANS G -GAS IRR -IRRIGATION S_SEWER BOUNDARY WITHIN THE TRACT IF ADJACENT UNIT IS NOT O CONSTRUCT 5, COMBINATION SIDEWALK PER C.O.B. STD ST -5 FURNISH & INSTALL STREET SIGN PER C.O.B. STI. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS, (!) LL ccm W CON+ SIGN NTH CO SIMULTANEOUSLY. REMOVE AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT UNIT 90 ON SHEET 16 FUTURE TWE °M' CURB PER C.O.B. STD. DET. ST -2 -¢- FURNISH &INSTALL METRO STREET SIGN PER C.0.B. SM. T-1. lo SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LIU R O Y it RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND ® CONSTRUCT 78' BOTTOM WIDTH DRIVEWAY W/3' WINGS -o- FURNISH & INSTAL. STREET LIGHT -5800 LUMEN PER C.O.B. 0 PER C.O.B. STD. ST -7 O2 SHEET 161© ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRAVE STD. ST -23 AND SPECIAL PROVISION 7-86-10. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. rt• ®®®®®®r ®a® TRACT BOUNDARY CENTERLINE -- - -- - - 13 INSTALL INSTALL TWE ill BARRICADE PER CALTRANS STANDARD PLAN 'MIH E ill AR SIGN WITH CA LTR MARKER A THE -e- STD. ST -23 AND SPECIAL PROVISION 7-86-10. UNIT BOUNDARY EDGE OF PAVEMENT PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT EXISTING STREET LIGHT PER SEPARATE APPROVED SIRELT PLANS CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE INTERCONNECT CONDUIT ------------lc------- SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE 14 CONSTRUCT TYPE 'A' TEMPORARY 6" A.C. DIKE PER CALTRANS 2002 STANDARD PLAN RSP A878 15 FURNISH AND INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. Si. DET. T-33 & T-34 SCALE: 1" = 50' 50' 25' 0' 50' 100' Know whars below. Call before you dig. .w m U w Z U z w O r W h 0 n N 2 Zoe < I 3 J Q y W V � 0 ^ w� < < ED S b/L 1 M d > v �P Il�S\20� /I L � m z 0 w 0 Me W W W W cr i - W mz� 12 Zm LU -j <44 c a-3 Z� o�W® J = ® U a SE11 -1.5 m (!) LL ccm W < VUJ W -Joe ® < Mc a > Z It- J lo LIU R O Y /5 G m ® 0 352 350 348 346 344 342 340 338 336 334 332 8+50 N �1Y 11 II 11 '27I� J J 31 a� a Wh28� J $ m30 ptAryj gg ON �J JJ JJ N N SVIY➢P �{J �Y•ZUY. III UILLJ� JJ J,J 4J 4 yZ�OJ Z Q O 4NP Ib �so � m.i N♦N NN N pU ^m �$$�O O$ $OaR�OIO > 58$omWWS>rlaF<,d 3m >3 vsN in'aaw G.n asn!'n �N ti .,i Cl 2 �-{-0 NDO'S9'21'E J00.D0't2+DD o xg tO+W a 2 1 24"D l C3 C DR WA •Rr C2 STA. 9+28- 2 F.L. 1,0' PEDESTRIAN3 3 tl .D w 8 I I o r SIA: 9+11.68, F.L. ?• Iv "' P.R.C. I i _i J 9 P.R.C. d i TA. -9+77.35 C.L. -P05 RL = STA, 8+88.99 PL = 1 26 °' oa l s as 4 8 m t+ m R.D. '- I^ i-- --__--"-"--1------- + STA. 9+80.00 C.L. 100.40 RL - 1 a vFF I +r --� I 5• STA. 8+75. F.L --� """"' 58 I 37 3. Sy 20' �' w" 20' m W I 20' 2T 0' I i I 31 30' 30' nIT QUENTARI AVENUE I ALCAZA�R) AVI SEE SHEET 4 STREET SEE SHEET DENMARSH STA. 9+80.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1 ' RADIUS LENGTH TANGENT DELTA C1 35.00' 13.70' 8.94' 22'25'35' C2 32 197.70' Ilk 134'51'11° C3 35.00' 54.98' 35.00' 90'WOO" I - -- - - -- '° LEGEND (CONT.}: 33 i NOTES: - POINT ON CURVE 46 STA_13+95.31, E.L. _ 1- P.R.C. O STA 13x22.65 C.L, 87.05 RT. R CL STA. 14+11.01 F.D. 34 m EC S A. 13+20.00 C.L. 000.40 RT. - ` STA 14+24,71 EL 9+00 10+00 11+00 12+00 STA, 9+80.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5` VERTICAL 13+00 352 350 348 346 344 342 340 338 336 334 332 14+50 ( STA. 9+80.00 C.L 100.40 L' STA. 8+75.29 RL P.R.C. I W. 9+77.35 CL 57.05 Ll STA. 8+88.99 F.L. 17DRIVE " STA. 8+942 �_ -- C DRIVEWI STA 9+26.27. F 16 kb\d GlK'' G y(35 � G• s" 15 I. CURVE TABLE --i CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 13.70' 8.94' 22'25'35' C2 64.00' 197.70' 20206' 134'51'11° C3 35.00' 54.98' 35.00' 90'WOO" JUL 350 348 346 344 342 340 338 336 334 10+00 00- 11+00 N00'S921'E 300. 1 00' +00 - >� T �- N N II wLL II a� RIW a � VMJOY rc K o 013' N gill g N JJ JJ J -I Ir` JJa _IJ .J i vMl OJ CSV: ci"N'NI tiu: 1-'ti� til.: tiW'� �n Sww 88 o8N ,8 mm SMI +W � 14 s +9tt N^ R av�i rn HN yin I>dr >hdtiF�rcd FI I I:iW rn ww iii®wWd rnl RAYS Si STA. 9+80.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL I WE 11+00 12+00 STA, 9+80.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 7 i EC. STA. 13+20.01 C.L. t .40 -LT-- STA. L- BTA. 14+24.79 F.L. P.R.0 STA 13+22.65 C.L. 87.05 LT. STA. 14+11.01 F.D. SFA 13+9'1.12 FL `-'-I_ ORIIEWAY STA, 43 498, El 014: sft i sg MAT 1; C4'G 4 li i 352 350 348 346 344 342 340 338 336 334 13+00 352 STA. 9+80.00 C.L. TO 13+00.00 C.L. -, = 50' 50' - 352 SCALE: 1" = 50' HORIZONTAL 350 = 50' HORIZONTAL - - - i 20' 21T'. - 350 35 2 - - I - -- - - -- '° LEGEND (CONT.}: NOTES: 49 NOTES: - POINT ON CURVE 46 350 - - - ' - i. SEE SEVER AND STORM DRAIN PLANS FOR STORid DRAIN AND SEWER DETAILS O CONSTRUCT N?E 'B` WRB &GUTTER PER C..p.B. STD ST -1 R CL TICAL CL ROW4INE BVlC BEGIN VERTICAL CURVE CENTERLINE EVC END VERTICAL CURVE "R6 -I" - ONE WAY -END 'R5-1' 'W3 -i' - STOP AHEAD m 1 CONSTRUCT 4.0 COMBINATION SIDEWALK PER C,O.B. STD S'-5 a`uNVE 2 LOCAL STREETS - 0.20` 346 I- �- -' - R26(C.A' - NO PARKING ANY TIME "W31(CA)' - END "0014-1 SHEET ffc� N 940 346 348 - W W - 1, - - BEGIN CURB RETURN PRG POINT OF REVERSE CURVATURE - - BE COMPACTED TO 95% RELATIVE DENSITY P:ii C.O.B. STE. ST -9 w E.C.R. END CURB RETURN PCC POINT OF COMPOUND CURVATURE C1 w 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. ® JJ J�1 J� _ W �- a /�� ITEM Yom(` SCHEDULE OVER 0.95 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO LL 34 -- ULL U4 'R7-9' - NO PARKING DIKE LANE 1 88 I 88 881 88 88 btft48 4. BUENA VISTA ROAD- PAVEMENT TO BE 0,45 TYPE -A' A.C. g� SAWCUT EXISTING EP. PER RESPECTIVE STREET SECTION OR AS TIP 47 fa NN 13 f- �.- _ i' o< ow 342 344 - � $ ; -- i EX STUNG Rya m BE COMPACTED TO 95% RELAnVE DENSITY PER C.O.B. STD. ST -9 - . C.L. < L I t GROUND 9 C.L. P /L PROPERTY UNE C C CURB AND GUTTER / V -PIPE SIZE S ALL CBASINS TO BE TYPE °A" WITH OPENINGS ON 9IEE. r GAPPROXIMATE ROUND ®C EDGE OF PAVEMENT G.B. GRADE BREAK y CONSTRUCT TYPE °A' CATCH BASIN WITH 3.5' OPENING PER rci (..., 340 ',,_ --_.-I - ` - - - - - - - ` - - -m __.._; --.... ;__ - _., �- -._.., I •_ _ 342 min,.W WNN RNn mV'-Iti �N l+iN� Nh C2 G -GAS IRR -IRRIGATION S -SES i L=54!88 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G0.8. SPD ST -5 ® SEWER MANHOLE -REFER SEVER &STORM DRAIN PLANS D SIS CONSTRUCTED SIM LTA REMOVE AND SALVAGE THE STRUCTION 338 - - t349e FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. s=o?zs% -- - 00- 11+00 N00'S921'E 300. 1 00' +00 - >� T �- N N II wLL II a� RIW a � VMJOY rc K o 013' N gill g N JJ JJ J -I Ir` JJa _IJ .J i vMl OJ CSV: ci"N'NI tiu: 1-'ti� til.: tiW'� �n Sww 88 o8N ,8 mm SMI +W � 14 s +9tt N^ R av�i rn HN yin I>dr >hdtiF�rcd FI I I:iW rn ww iii®wWd rnl RAYS Si STA. 9+80.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL I WE 11+00 12+00 STA, 9+80.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 7 i EC. STA. 13+20.01 C.L. t .40 -LT-- STA. L- BTA. 14+24.79 F.L. P.R.0 STA 13+22.65 C.L. 87.05 LT. STA. 14+11.01 F.D. SFA 13+9'1.12 FL `-'-I_ ORIIEWAY STA, 43 498, El 014: sft i sg MAT 1; C4'G 4 li i 352 350 348 346 344 342 340 338 336 334 13+00 352 STA. 9+80.00 C.L. TO 13+00.00 C.L. -, = 50' 50' - 352 SCALE: 1" = 50' HORIZONTAL 350 = 50' HORIZONTAL - - - = 5' VERTICAL - 350 35 2 - - = 5' VERTICAL - -- - - -- LEGEND (CQNT�): LEGEND (CONT.}: NOTES: W NOTES: - POINT ON CURVE 48 350 - - - ' - i. SEE SEVER AND STORM DRAIN PLANS FOR STORid DRAIN AND SEWER DETAILS O CONSTRUCT N?E 'B` WRB &GUTTER PER C..p.B. STD ST -1 R CL TICAL CL ROW4INE BVlC BEGIN VERTICAL CURVE CENTERLINE EVC END VERTICAL CURVE "R6 -I" - ONE WAY -END 'R5-1' 'W3 -i' - STOP AHEAD m 1 CONSTRUCT 4.0 COMBINATION SIDEWALK PER C,O.B. STD S'-5 a`uNVE 2 LOCAL STREETS - 0.20` 346 I- �- -' - R26(C.A' - NO PARKING ANY TIME "W31(CA)' - END "0014-1 SHEET ffc� N 940 346 348 - W W - 1, - - BEGIN CURB RETURN PRG POINT OF REVERSE CURVATURE - - BE COMPACTED TO 95% RELATIVE DENSITY P:ii C.O.B. STE. ST -9 w E.C.R. END CURB RETURN PCC POINT OF COMPOUND CURVATURE 'R4 -i - KEEP RIGHT - NO OUTLET "R8I(CA)" w 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. ® AP RAMP PER CALTRANS 2002 STANDARD W.RN BC 344 _ W �- a /�� ITEM Yom(` SCHEDULE OVER 0.95 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO i44 34 -- H^ w m : - - -8 'R7-9' - NO PARKING DIKE LANE - . 8 I CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS PIVC $iWRo�o LEXISTIN OTAPER NUMBER - SEE TABLE 4. BUENA VISTA ROAD- PAVEMENT TO BE 0,45 TYPE -A' A.C. g� SAWCUT EXISTING EP. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE R/W RIGHT -OF -WAY -----0-- 342i 13 f- �.- _ i' o< ow 342 344 - � $ ; -- i EX STUNG Rya m BE COMPACTED TO 95% RELAnVE DENSITY PER C.O.B. STD. ST -9 - . C.L. < L I t GROUND 9 C.L. P /L PROPERTY UNE C C CURB AND GUTTER / V -PIPE SIZE S ALL CBASINS TO BE TYPE °A" WITH OPENINGS ON 9IEE. r GAPPROXIMATE ROUND ®C EDGE OF PAVEMENT G.B. GRADE BREAK y CONSTRUCT TYPE °A' CATCH BASIN WITH 3.5' OPENING PER rci (..., 340 ',,_ --_.-I - ` - - - - - - - ` - - -m __.._; --.... ;__ - _., �- -._.., 340 •_ _ 342 min,.W � .1- i_-__- �, ' ti.__._.. _!�'_ M.1C?qE.-am 6:.`a o; v -. e- -' S SEWER -REFER TO SEWER &STORM DRAIN PLANS G -GAS IRR -IRRIGATION S -SES i L=54!88 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G0.8. SPD ST -5 ® SEWER MANHOLE -REFER SEVER &STORM DRAIN PLANS D SIS CONSTRUCTED SIM LTA REMOVE AND SALVAGE THE STRUCTION 338 - - t349e FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. s=o?zs% -- - s�o SITE ---- 338 3402e- FUTURE TYPE `M' CURB PER C.O.B. STD. DET. 5(-2 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B, STD. T-1. 0 - 11 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND _ S-.Six I CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 'rr FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. L� _. 336 ro .__m_ n .----- ------- -- YRGf'1ueu FASfFLUxuN� ;-'-- �" ^' r'�) --- '': 336 338 -- _- J I P )OPOSED AST LOWMNE _. ---- r -- - PROPOSED EAST FLOWUNE 13 INSTALL TYPE 10 BARRICADE PER CALTRANS STANDARD PLAN -$ FURNISH & INSTALL STREET UGIT -9500 LUMEN PER CO.S. a®a r Ns a a ote a a ®I TRACT BOUNDARY CENTERU NE - - ---- -- -- 334 A73C WITH W-.51(CA) SIGN WITH OM4-3 MARKER AT THE 4 STD. ST -23 AND SPECIAL PROVISION 7-86-10. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS• - - 334 336 - - -- --- ' w w w CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE THE INTERCONNECT CONDUIT ------ is-- 332 -- --,,- - __ _- _ - 332 334 14 CONSTRUCT TYPE "A' TEMPORARY 6" A.C. OKE PER CALTRANS ' --- 10+00 11+00 12+00 13+00 2002 STANDAR) PLAN RSP A878 8+50 9+00 10+00 11+00 12+00 13+00 14+00 352 350 348 346 344 342 340 338 336 334 14+50 50' STA. 9+80.00 C.L. TO 13+00.00 C.L. 1" = 50' 50' STA. 9+80.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL LEGEND (CQNT�): LEGEND (CONT.}: NOTES: CONSTRUCTION NOTES: POINT ON CURVE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: .m -I. S. `55-2" SCHOOL ZONE SECTION:IE�)POVC i. SEE SEVER AND STORM DRAIN PLANS FOR STORid DRAIN AND SEWER DETAILS O CONSTRUCT N?E 'B` WRB &GUTTER PER C..p.B. STD ST -1 R CL TICAL CL ROW4INE BVlC BEGIN VERTICAL CURVE CENTERLINE EVC END VERTICAL CURVE "R6 -I" - ONE WAY -END 'R5-1' 'W3 -i' - STOP AHEAD _ _ - SECTION DESIGNATION PAVEMENT TO BE ^?E "B" A.C,®ON CONSTRUCT 4.0 COMBINATION SIDEWALK PER C,O.B. STD S'-5 - DO NOT ENTER 2 LOCAL STREETS - 0.20` SHEET 96 ELEV ELEVATION PI POINT OF INTERSECTION R26(C.A' - NO PARKING ANY TIME "W31(CA)' - END "0014-1 SHEET ffc� N 940 OVER 0.85' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO Q INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL f-1 B.C.D. BEGIN CURB RETURN PRG POINT OF REVERSE CURVATURE 'R3-SR'� - RttiiT TARN �.'LY - DEAD END "0074-2' BE COMPACTED TO 95% RELATIVE DENSITY P:ii C.O.B. STE. ST -9 E.C.R. END CURB RETURN PCC POINT OF COMPOUND CURVATURE 'R4 -i - KEEP RIGHT - NO OUTLET "R8I(CA)" ® CURVE NUMBER FOR IXJRVE DESCRIPn&1 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. ® AP RAMP PER CALTRANS 2002 STANDARD W.RN BC BEGIN CURVE TO TOP OF CURB "R3-7' - RIGHT LANE MUST TURN RIGHT -- BIKE LANE /�� ITEM Yom(` SCHEDULE OVER 0.95 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO R.SP. A88A-CASE A R.SP. 88 CASE EC END CURVE TP TOP OF PAVEMENT 'R7-9' - NO PARKING DIKE LANE \aJ 1E COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 I CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS PIVC POINT OF INTERSECTION FC FINISH CONCRETE OTAPER NUMBER - SEE TABLE 4. BUENA VISTA ROAD- PAVEMENT TO BE 0,45 TYPE -A' A.C. © SAWCUT EXISTING EP. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE R/W RIGHT -OF -WAY -----0-- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OVER 0.70' AGGREGATE BASE OVER 1.35 COMPACTED O.G. TO DIRECTED BY ENGINEER P.O.C. PONT ON CURVE A.R. ANGLE POINT 0 STORM BRAIN MANHOLE - REFER TO SEVk7t & STORM DRAIN PLANS BE COMPACTED TO 95% RELAnVE DENSITY PER C.O.B. STD. ST -9 O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. STD. P /L PROPERTY UNE C C CURB AND GUTTER / -PIPE SIZE S ALL CBASINS TO BE TYPE °A" WITH OPENINGS ON 9IEE. r E.P. EDGE OF PAVEMENT G.B. GRADE BREAK `�' CONSTRUCT TYPE °A' CATCH BASIN WITH 3.5' OPENING PER 1 6'00 UT9LITY: ER PER C.O.B..0.8. S70. D-14, UNLESS NOTED piNERVd� © PAIN PAINT 12 IJMIT LINE USING iHERMOPLASIIC DAUNT PER CALTRANS IN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD. D -14M UNLESS NOTED OTHERWISE. W -WATER D -DRAIN 6. INSTALL W-31(CA) MARKER THE UNIT STANDARD SPEAFICAnON PTH-02ALKYD o; EXISTING SURVEY MONUMENT -' S SEWER -REFER TO SEWER &STORM DRAIN PLANS G -GAS IRR -IRRIGATION S -SES BOUNDARY YD THE RWITHAC IF ADJACENT TRACT IF ADJACENT T NOT O CONSTRUCT 5.5' COMBINATION SIDEWALK PER G0.8. SPD ST -5 ® SEWER MANHOLE -REFER SEVER &STORM DRAIN PLANS D SIS CONSTRUCTED SIM LTA REMOVE AND SALVAGE THE STRUCTION ON SHEET 16 -� FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. OF A. SIGN WITH CONSTRUCTION � ADJACENT UNIT CO 10 FUTURE TYPE `M' CURB PER C.O.B. STD. DET. 5(-2 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B, STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 11 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 'rr FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. PER C.O.B. STD. ST -7 ON SHEET 16 /'�� 19 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE STD. ST -23 AND SPECIAL PROVISION 7-86-10. 13 INSTALL TYPE 10 BARRICADE PER CALTRANS STANDARD PLAN -$ FURNISH & INSTALL STREET UGIT -9500 LUMEN PER CO.S. a®a r Ns a a ote a a ®I TRACT BOUNDARY CENTERU NE - - ---- -- -- A73C WITH W-.51(CA) SIGN WITH OM4-3 MARKER AT THE STD. ST -23 AND SPECIAL PROVISION 7-86-10. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS• - T" UNIT BOUNDARY EDGE OF PAVEMENT PHASE/TRACT 3OUNDARY IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE THE INTERCONNECT CONDUIT ------ is-- SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE 14 CONSTRUCT TYPE "A' TEMPORARY 6" A.C. OKE PER CALTRANS 2002 STANDAR) PLAN RSP A878 15 FURNISH AND INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STO, DET. T-33 & T-34 352 350 348 346 344 342 340 338 336 334 14+50 50' 25' SCALE: O' 1" = 50' 50' 100' \a�l E =$ �� sg LOT 4�®D g TRACT N®- e70 " LL' J K <Z J �s EX. R/W N N M. BK. 59, . 147-152 a n a� w a" h- + EX. R/W <�n s�u�� J $j <� a, i W ''j SN`v [31"� ci J-� ti� acS 6i EX. R/W +-C t �e5+ � ' A� yR6U.� �+.LL+iw. �a __ ... z Q i GV ,W U< I�Wa i<u ti�ti z�ci ci "i a�c3i _.19+00 _ v .. _ _...... TRACT BOUNDARY ____ __________ --- 21+00 ___ ___22+00______ __ ?,18+00 c - --_ -r _ __ _ __ _____ __________ �_______-.__ -24+00 ___NO059 IT 1420.67'._.25+00______ ___________ -_ --. 1-W c„' `e mN1= C'NF N W 1- 0NF lJ f/)1- m -.. - _ _ _ ____ 20+00-___ ____ __ __{L. Z6+W__________ ,. __27+b0------------------ _ ,_ _ TRACT BOUNDARY d. C.4 EX. E.P./ 6 10 _. t ,...F------------------------------------_.-----------_---------------------------... _-__ -- s M. _. EX. 48'S ELL EP.� 10 8 :. LG'-{ _ _ _ _ _ __ _ ____ _ 33+00 +� - 3t 00 32+00 n - 'r ._ 17. �e EX. EP. ✓ - t0 10 6 ..: -_ - Lq -- 8 C.2 ----------- EX. ` EX. E.P. __ _ Ct 1 C3 - _ a ' -l0 c �� r EX.R 96 1 9 .ags � • �,../�e''?3' �' A & IND CA Ic Ic- Ic _ i _ 'I / I CA) _... - R CA Ic u ,.. Ic Ic I -. - Ic- - /�`ai L.. `,`. , ,� /:1 .-. 15 � ® II I iV I t 4 p II w 11 it I I ¢ ��+� it lie? c ii -95 Ili li ){ 3j �-N% I 00 !! it ;{� tir SUMP LOT 27 E 14 II i 1_ �� W ooi _i ii iii °t.+ m �°� 1 �, 11 it aW NN 11 III {dim oW' I II ® NN U' `E I �Z;; ii E 354 352 350 348 346 344 342 340 338 336 334 17+25 901 m 01 � n SEWER g " \ DOC. NO. 0 31 / U� 32 mNAi 1 % f Ix 16 BUENA VISTA RVAD STA. 17+64.19 C.L. TO 32+04.00 C.L. SCALE: 1" = 50' HORIZONTAL ENT PER { " ° 18 '� 4 II684 O.R. �' I' I�' t� '�j 1716 OS�+ 'yy JJ� K ai c3 �:,�1P ��YSLL -� 1( .-N N'CSN`r1`Pw �mm t-, T-. rN '?,vq?I 1�.a n� r. i'v'en n'R 20' 20'np0m0YIZIpV Oii3iR HO+@y {p.mMA 1zl<-q<-� zTNN.✓ I INN m�IA ( I4JN("m F' ZNN HOLING WAY i SEE SHEET 10 1 1 1 18+00 19+00 20+00 21+00 22+00 ¢ t5�66 R/W VARIES VARIES f4V-59' 6.g q7, VARVES VARIES I I I 2% �+ 3�4 t MAX. LL 2% MAX U 23+00 24+00 25+00 26+00 V LANDSCAPE EASEMENT STA. 17+64.19 C.L. TO 32+00.00 C.L. TO BE DEDICATED PER FINAL MAP SCALE: 1" = 50' HORIZONTAL PAL 1" = 5' VERTICAL 2' WALL FOOTING 1 EASEMENT TO BE n f DEDICATED PER FINN. MAP DK. A.G. J PAVEMENT �.; 9 0.45' A.C. PAVING 0.70' AGG. BASE 1.35 COMPACTED SUBGRADE COMPACTED TO 95% BUENA VISTA ROAD STA 17+64.19 TO 32+60.29 A SCALE: 1" = 10' (HORI2) 15 27+00 28+00 29+00 FUTURE TAPER DATA NO. O TAPER DATA N0. � ¢, STATION OFFSET FROM ¢ STA 28+43.71 48.00 RT. STA. 28+48.71 48.08 RE STA. 28+53.71 48.31 RT. STA. 28+58.71 48.69 RT. STA. 28+63.71 492N RT, STA. 28+6871 49.91 RT. STA 28+73.71 50.75 RT. STA. 29+03.71 56.25 RE STA 29+0871 57.00 RT. STA. 29+13.71 57.78 RT. STA. 29+18.71 58.31 RT. STA. 29+2371 STA. STA. 29+28.71 5892 RT I STA. 29+33.7159A0 RT. 28+00 29+00 FUTURE TAPER DATA NO. O 0 STATION OFFSET FROM ¢. STA 19+51.22 5.00 RT. STA. 19+56.22 4.92 RT. STA. 19+61.22 5.67 RT. STA 19+66.22 4.25 RT. STA. 19+71.22 3.67 RT. STA. 19+76.22 292 RT. STA. 19+81.22 2.00 RT. STA 20+11.22 4.00 LT. STA. 20+16.22 4.92 LT. STA 20+21.22 5.67 U. STA 20+26.22 6.25 LT. STA. 20+31.22 6.67 LT. STA. 20+3622 6.92 LT. STA. 20+41.22 7.00 LT. 30+00 LINE TABLE LINE BEARING DISTANCE U S 0459'21' W 1019.07' L2 S 059'21" W 1259.07 L3 S OQY09' E 123.51' L4 S 1'41'01' W 69.27' L5 S 0'03'09' E 14.00' L6 N 0'59'21' E 150.00'__ 31+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 200' 0.75' 41'09'37' C2 60.00' 42.38 22.11• 4077'57' C.3 1.00' 3.141 I - 1807'X1'00' C.4 IV 31'7 - 180'00'00' 354 352 350 348 346 344 342 340 338 336 334 SCALE: 1" = 50' 50' 25' O' 50' 100' ® W Know whars below. Call before you dig. V. T.I. 9.0 "R' VALUE 52 LEff,N-D, LEGEND (CONT.): LEGEND CONT.): NOTES: CONSTRUCTION NOTES: AMEMATIONS POVC POINT ON VERTICAL CURVE RRL- FURNISH & INSTALL TRAF'F'IC SIGNS PER C.O.B. STD. T-19: 'TNI -1° - STOP °55-2' BMGN 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Q CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST --1 FL CL Fl.OWLINE BVC BEGIN VERTICAL CURVE CENTERLINE EVC END VERTICAL CURVE 'R6 -i' - ONE WAY -END SCHOOL. ZONE '003-1" - STOP AHEAD _ _. SECTIONDESIGINARON AND SEWER DETAILS "B' O CONSTRUCT 4.5' COMBINATION SIDEWALK PER COB. SID ST -5 R5-1" - 00 NOT ENTER 2 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TWE A.C. ON SHEET 18 ELEV ELEVATION PI PONT OF INTERSECTION %R26(CA' - NO PARKING ANY RME `W31(CA)" - END 'W14 SHEET WERE SECTION OVER 0.85' AGGREGATE BASE OVER 0.50' COMPACTED O.G. 70 Q B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE rZtCA'� - RIGHT TURN ONLY -t - DEAD END '0094-2' IS BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 INSTALL STR�t SIGN PER C.O.B. STANDARD DETAIL T-1 EC.R. END GX28 RETURN PCC PONT CE IMPOUND CURVATURE 'R4 -T -KEEP RIGHT - NO OUTLET "R81(CA)' Ct CURS NUMBER FOR tAN3VE DESCRIPTION 3. BERKSHIRE ROAD -PAVEMENT TO 0.30' TYPE 'A' A.C. (� CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 STANDARD PLAN BC BEGIN CURVE TC TOP OF CURB "R3-7' - RIGHT LANE MUST PRN RIGHT - BIKE LANE ® ITEM OF WORK - SEE SCMECt OVER 0.95' AGGREGATE BASE OVER 0.50' COAPACTED D.G. P X�V R.S.P. A88A-C #SE A EC END CURVE TP TOP OF PAVEMENT "R7-9' -_ NO PARKING OKE LANE BE COMPACTED TO 95% RELATIVE DENSITY PER C.0.8. STD. ST -9 L CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS PIVC PONT OF INTERSECTION FC FINISH CONCRETE OTAPER NUMBER - SEE TABLE 4. BUENA VISTA ROAD- PAVEMENT TO BE 045' TYPE "A' A.C. © SAWCUT EIOSTING E.P. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE R/W RIGHT-OF-WAY ------- o STORM DRAIN - REFER TO SEYffR & STORM DRAIN PLANS OVER 0.70 35 AGGREGATE BASE OVER 1.CCMPACTED O.G. TO DIRECTED BY DIGNEER P.O.C. POINT ON CURVE A.P. ANGLE PONT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS BE COMPACTED TO 95'% RELATIVE DENSITY PER CO.B. STD. ST -9 O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C0.8 5'N. PA PROPERTY LINE C G CURB AND GUTTER / �`P6°E SIZE 5. ALL CATCH BASINS 10 BE TYPE 'A' WITH OPENINGS ON SHEET EP. EDGE OF PAVEMENT' G.B. (RADE BREAK "'� CONSTRUCT TYPE 'A' CATCH BASIN ItiH 35' OPENING PER ;"W UTILITY: ER PER C0.8. STD, D-14, UNLESS NOTED OTHERWISE /el PAIN IN PAINT 12' L1M14 LINE USING THERMOPLASTIC PAINT PER CALTRAN-S ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SIO. ST -13. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. W -WATER D-DRAN 6. INSTALL W-31(CA) SO4 WITH OM4-3 MARKER AT THE UNIT V STANDARD SPECIFICATION PTH-02ALKYD C2 EXISTING SURVEY MONUMENT S SEWER -REFER TO SEWER & STORM DRAIN PLANS G -GAS IRR -IRRIGATION S -SEWER BOUNDARY WITHIN THE TRACT IF ADJACENT UNIT IS NOT O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 ® SEWER MANHOLE -RESER SEWER &STORM DRAIN PLANS. CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE ON SHEET 16 FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. SIGN WITH CONSTRUCTION OF ADJACENT UNIT 10 FUTURE TYPE V CURB PER C.O.B. STD. DET. ST -2 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS 11 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND CONSTRUCT IB' BOTTOM WIDTH DRIVEWAY W/3' RINGS -�'- FURNISH & INSTALL STREET LIGHT -5600 LUTAEN PER C.O.B. PER MR. SID. ST -7 ON SHEET 16 T2 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE STD. ST -23 AND SPECIAL PROVISION 7-86-10. a FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. TRACT BOUNDARY CENTERLINE - - - - - 13 INSTALL TWE M BARRICADE PER CALTRANS STANDARD PLAN A73C NTH W-31(CA) SIGN VAIN OA4-3 MARKER AT THE STD. ST -23 AND SPECIAL PROVISION 7-86-10. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS -' ,ez ,,, «-L., -_; UNIT BOUNDARY EDGE Q PAVEMENT "?� PHASE/TRACT BOUNDARY IF ADJACENT PHASE IS NOT .. CONSTRUCTED AT THE SAME DME. REMOVE AND SALVAGE THE INTERCONNECT CONDUIT -.__-_____.. ,c-__- SNAJ NTH THE CONSTRUCTION OF THE ADJACENT PHASE 14 CONSTRUCT TYPE "A' TEMPORARY 6" A.C. DIKE PER CALTRANS 2002 STANDARD PLAN RSP A878 FURNISH AND INSTALL INTERCONNECT CONDUIT & PULL BOXES 75 PER C.O.B. STD. DET. T-33 & T-34 354 352 350 348 346 344 342 340 338 336 334 SCALE: 1" = 50' 50' 25' O' 50' 100' ® W Know whars below. Call before you dig. V. arb d Gdttr po SYMOW Vat 9-1. Cre'b Aaep P� Stoldrd 3T -Id -> ""• „Tare Mob-^\ ,i !I({" •. I[ NOTES Sam : oee ftOta 7. 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B £J>Pmaica) mf mv "AT& f est1w extbre3 *W of dwft *vAW ampm4Vd Bret c mk ms to its r of bw Stobmerd Sq almO as of exts&ag ddama& bAy reeKAai kY Mplamwi A bo 4aeM.Vt at {Ao Am1Pa of m may w c Otw by Nat v), TOW. ) Ike ad* Da9q seated SW AV a m&. of AP` 0 wq& mel Aawty SW Mfg VO W aMNla 1h4: f swWAk"aBhmsftWd%M a Mdaarjuadm#Mg VOWN&e mx&d Ib ammagir be ow 41 ti(owims m-4 ba $*T oA ON otm%d aw raowbr shaafs old mvy be and 41 afi-drsm and brvOw am kvW Awht AN Ohm' a a( m9 a jzt to fAe ,'gpmO of b8 tv),f0ow 0 Aoy dm4im Asa+ a AAA aao„ a ffab"& aced AN mwh A1h' w6w tram mm Gly .. . F2 htau" & ffss• mase be qvromw by Nr qty fA *3 At - wLfto m abed wt a@ vo o m'Ut mw kamw h- kr ADA OffAVA cr W9'mix LINE DEARNG DISTANCE CURVE I 317'2 LENGTH TANGENT DELTA JLEi3ffJl1 alt �/1 e AM 350 i. N owbomo ow =WA* aw mf" M 8 E;wmi im or maMPW Ad caw of preNmw 00 of ftm&W of Be daft M*W# Am W&W M 0M WdkMM* of & L2 S 1'41'01* W 148.99' Stmt 'hmft Wme m a t 015, appreWf ordn y sicW W=Wwo me "Moo A* mww & amt . A1o8 be Saco W 04 MDIs of m mo ma *WW by Ma 00 2 A=Id .%W ftW&mud by Wr Of d &OW. 7'M m" ZMAObem mk*,= ofsur o Y ODd nt f . .oaf ft * ad mA aWr& Ae m war to adµ' mr o fm aAre&o 6ea&d by Wr LWy &1 F-. 1 AMyraA W b wartoolq Aae M 9rsde mad be saes ssdMr mid wWpaiod b m of ML Saea +plead � aydat 10 &d of s m�YM "0-f�O b sWaA of ppored oo aa Ae NAv ryprod d ofS*ft mypocermaat C of mf BOW. a mppmmafmW oma amMhxmr OM404W PoKwMP a Ar*"wad alar M,&M M IN Wp o gold' d2&'ka to&,dmam*umM of mmwa abN wMrm M Ao d Sprhd tlomt' ST -11. Ao M A*W :ES 059'21" W womb% awwt 4aaAoid NMB bIw Jdj M it. tbm 00 gww ad ba# of ovmm bo Mwe . Caarbe oomkolw adW urnpr®r SIPWOW, AW & oiM4d Mm Ae Mtf O4Nea t$ A, Oft Ad b praNW m stmt a A "r Mast Ad Ao"wmd w Ae sw #xo wo to Mks OWN*wdm 0061An be L6° dry wm fdom Atliall AAvm*W FommenwiBmw 13 Up MMM qpw& Add arab of254m oo mf Poi&r. be "W p& bAftm M of ammk% it a*" C&A N & gaol camift mf be mme ow romw 6Fam*awbe60"raoft mf Aar Crab M-0Wr WmoaMAVNddfie grwfa MVM MmaW Oki.4Nwwda w mMe" of oma v W -A go=p eswaM a ` M J� MemfAa to MDIaro&d .�,�d• STORM BRAN -REFER TO SEWER &STORM DRAIN PLANS �% TAPER NUMBER - SEE TABLE 7. Ano§n y&b AarbeeoaeAacMd of bei .fi�"� ..A`�rs•� �. TAPER DATA N0, 2� TAPER DATA NO. 3O TAPER DATA NO. IL STATION WSET mem q Q STATION OFFSET FROM Q rk STATION OFFSET FROM t - "T STA. 33+90.29 54.00 AT. STA. 33+90.29 11.00 AT. STA. 33+33.82 &32 RL STA. 33+95:29 54.04 AT STA. 33+95.29 10.92 AT. STA. 33+38.82 8.17 RT. a+ N STA. 34+00.29 54.16 AT. STA. 34+00.29 10.69. AT. STA 33+4582 7.73 RL STA. 34+05.29 54.35 AT. STA. 34+05.29 10.30 AT. STA. 33+48.82 6.99 AT. u 1 LOT 4 STA. 34+10.29 54.63 RT STA. 34+10.29 9.75 RL STA. 33+53.82 5.95 AT TRACT NO. 6706 STA. 34+15.291 54.98 AT. STA 34+15.29 9.05 AT. STA. 33+58.82 4.62 RT. z (� M. BK. 59, PQS. 147-152 a STA. 34+20.29-55.41 RT. STA 34+20.29 8.19 RT. STA. 33+63.82 2.99 AT. �'-, F' STA. 34+25.291 55.91 AT STA. 34+25.29 7.17 AT. STA. 33+93.82 7.67 LT. , SFA. 34+30.29 56.50 RT. STA 34+30.29 6.00 RT. STA 33+9&82 9.30 LT. a STA. 34+70.29 61.50 AT. STA 34+70.29 4.00 LP. STA 34+03.82 10.63 LT. ie STA. 34+75.29 62.D9 AT STA. 34+75.29 5.17 LT. STA. 34+08.82 11.67 LT. -4 ''d J z z J J.. STA 34+80.29 62.59 AT. STA 34+60.29 6.19 LT. STA. 34+13.82 12.41 LT. IX. R/W 5 W Krp oOSNn mN l(] N Uh V U M w s �$ a .Jry S � STA 34+85.29 63.02 AT STA. 34+85.29 7.05 LL STA. 34+18.82 12.85 LT. + �'+ + + a ' in STA. 34+90.29 63.38 RT. STA. 34+90.29 7.75 LT. STA 34+2582 1500 LT. $ Q +w i n d a m �' STA. 34+95.29 63.85 AT. STA 34+95.29 8.30 LT. ti c3 ¢<ti �12�vIdti cid d cTid 'Q n �n� �n krn.. -.. _m O. 1= VIN (J Y ®N Irl l~!1 Y N W I- G - (.'.� iii 3 1 CSI�i v, - m � 13 w Eii I`n o STA. 35+00.29 63.84 RT 57A 35+00.29 8.69 LT. ,... -. _.._ 1 _. TRACT BOUNDARY t4. C2 - STA. 35+05.29 . 8 TA. 35+05.29 &.92 LT. -_-._ __ 1-- 31+00.__ 3 00. - t 33+OU r = ,_-.._ __ __ _____.. ..___.* __,_:- - -... STA. 35+10.29 t 64.00 AT SYA 35+10.29 4.OD LL ` M ®�N00'59'21°E 6477'3` _ _ T - ^) _ ice ___ "_ /// rn n III-. icy - '-'1- 34+00 \ __mss . EXi511NG E.P. C5 tiIX E.P. L3 EX. R/W o �"'EX UDUTIES 15 1"8 c 1 CA 7-9 ft t _ 15 g � I - 11 CA -I ro I a H I I I e It 25 {NDE C.O.S. }"+„ SEWER EASEMENT PER r z I W z :z DOC. No. 0199026866 6.R/ J .i 't L1 N ,5 21 A 20' Ac 3 mgym�m �sg�g yN � �I 22 ± W89 MnL� :+R f wdd 12�ziQ Li I z".{ I "n+1 "Y7' r3 i F3 u+s�wJ+nn a wrnmm I ams.=�l�yym� s7' 1 a�c7' �µr I 4 i wvnrviw 1 i 16" � R � � I' z / HOOBLISEE SHEET10 BUENA V1%%0%5 -TA ROAD WA STA. 32+00.00 C.L. TO 37+80.29 C.L. SCALE: 1" = 50' HORIZONTAL 334 '-----I 32+00 33+00 34+00 35+00 1 STA. 32+00.00 C.L. TO 37+80.29 C.L. SCALE: 1" = 50' HORIZONTAL j A 1" = 5' VERTICAL jEaLN�Q ABBREVIAEM POVC PONT ON VERTICAL CURVE FL FLOVANE BIG BEGIN VERDCAL CURVE CI. CENTERLNE EVC END VERTICAL CURVE ELEV ELEVATION PI PONT OF INTERSECTION B.C.R. BEGIN CURB RETURN PRC PONT OF REVERSE CURVATURE EC.R. END CURB RETURN PCC PONT OF COMPOUND CIIRV47UPE BC BEGIN CURVE TC TOP OF CURB EC END CURVE TP TOP OF PAVEMENT PIVC POINT OF INTERSECTION FC FINISH CONCRETE OF VERTICAL CURVE R/W RIGHT-OF-WAY P.O.C. PONT ON CURVE AP. ANGLE PONT PA PROPERTY LINE C/G CURB AND GUTTER E.P. EDGE OF PAVEMENT G.R. GRADE BREAK Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. id EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.0.8. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -�- FURNISH & INSTALL STREET UGIT -9500 LUMEN PER COR. SID. ST -23 AND SPECIAL PROVISION 7-86-10. _. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 36+00 �EX E.P. KI I!{ r 15 a m �K� 49' !1 52' 91 Bt 1111 b,. BERKSHIRE ROAD SEE SHEET 3 354 i CURVE TABLE LINE DEARNG DISTANCE CURVE I 317'2 LENGTH TANGENT DELTA -- - -'-- 14.00' 350 MW 4708' 29.94' w L2 S 1'41'01* W 148.99' C2 2.00' 6.26' M a �> L3 j S 1 41'01" W 205.49' C3 344 1.44' 0.75' 41'09'37' - - 278.47' - + 342 60.00' 42.38' 2211' 40'2157° :ES 059'21" W 192.00' � 1.80' 340 w 180'00'00" OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED B.G. TO 338 "R7-9° - NO PARKING WE LANE IT N- OF WORK - SEE SCHEDULE 3,16 BE COMPACTED TO 95% RELATIVEBOOTY PER CG,& SM. ST -9 SCALE: 1" = 50' 37+00 J� 37+78 2% EX A.C. J PAVEMENT LINE TABLE CURVE TABLE LINE DEARNG DISTANCE CURVE RADIUS LENGTH TANGENT DELTA L7 S 003709" E 14.00' C1 MW 4708' 29.94' 89'52'40' L2 S 1'41'01* W 148.99' C2 2.00' 6.26' - 180woor L3 j S 1 41'01" W 205.49' C3 2.00' 1.44' 0.75' 41'09'37' 1.44 IS 0-5;21--W 278.47' C4 60.00' 42.38' 2211' 40'2157° :ES 059'21" W 192.00' C5 1.80' 3.14' - 180'00'00" CONSTRUCTION NOTES: /\/�_J CONSTRUCT TYPE "8" CURB & GUTTER PER C.O.B. STD ST -1 1/`_�I� CONSTRUCT CN SHEET 16.5' COMBINATION SIDEWALK PER C.O.B. SM ST -5 0/3�, INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1 C� ROU CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 STANDARD PLAN ck, CONSTRUCT V BLOCK WALL PER WALL CONSTRUCTION PLANS ®SAW UT EXISTING E.P. PER RESPECTIVE STREET SECTION ORAS lrDIRECTED BY ENGINEER CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.B. STD. ST -7 O7' SHEET 16 PAINT 1Y LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS C> ry STANDARD SPECIFICATION PTH-02ALKYD V CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STO ST -5 ON SHEET 16 10 FUTURE TYPE 'M' CURB PER C.O.B. STD. DET ST -2 11 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND 9 ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE } INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C NTH 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 14 CONSTRUCT TYPE 'A" TEMPORARY 6" AC. OKE PER CALTRANS 2002 STANDARD PLAN RSP A87B 1015 FURNISH AND INSTALL INTERCONNECT CONDUIT & PULL BOXES 5 PER C.O.B. STD. DET. T-33 & T-34 456.E[7-72' R/W VARIES .1 1 VARIES 1.5%- } X0.45' A.C. PAVING ^ -0.70' MGG. BASE 1 1.35 COMPACTED SUBGRADE U)MPACTED TO 95% BUENA VISTA ROAD STA 30+60.29 TO 37+80.29 � SCALE: 1' : 10' (HORIZ) T.I. 9.0 "R" VALUE 52 TO BE DEDICATED PER FINAL MAP WALL F001NG EASEMENT -TO BE DEDICATED PER FINAL MAP 24' (CONT.): N C NT.: NN0MS:S: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-13: SECi7tRR 7. PAN SERVER AND STORM DRAM PIANS FOR STORM DRAIN R/-1" -STOP "S5-2' - END SCHOOL ZONE 'R6-1° -ONE WAY A �_ _ _ _. _ _ _ _ SECTION DE51(NAl10N AND SEWER DETAILS 'R5 -I' - DO NOT ENTER "W3-1' - STOP AHEAD 2 2. FOVEAL STREETS PAVEMENT 050' TYPE "B" A.C. "R26(CA)' - NO PARKING ANY TIME .W31CA)_ SHEET WItERE SEM IS 5 �" R OVER 0.85' AGGREGATE VASE OVER 0.50' COMPACTED O.G. TO O R "R.3 -`.,R _ RIGHT MAN ONLY ENP IE COMPACTED TO 95% RELATIVE DENSITY PER C 8. STD. ST -9 'R4-7" - KEEP RIGHT "WI4-2° - NO OUTLET LY CURVE NUMBER FOR CURVE DESCRIPTION 3. WRK9tlRE ROAD - PAVEMENT TO BE 0.30' TYPE 'A' A.C. °R3-7" - RIO17 LANE MUST TURN RIGHT - BIKE LANE OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED B.G. TO "R7-9° - NO PARKING WE LANE IT N- OF WORK - SEE SCHEDULE BE COMPACTED TO 95% RELATIVEBOOTY PER CG,& SM. ST -9 SCALE: 1" = 50' J� 4. BUENA VISTA ROAD- PAVEMENT TO BE 0.45' Type= "A' AC --- a STORM BRAN -REFER TO SEWER &STORM DRAIN PLANS �% TAPER NUMBER - SEE TABLE I)VER 0.70' AGGREGATE BASE OVER 1.35 COMPACTED O.G. TO 50' 25' 0' 50' 100' HE COMPACTED TO 95% RELATIVE DENSITY PER C.C.B. STD. ST -9 ® STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAW PLANS SIZE 5. rLL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER /--PIPE 4"YY UTIUTY. "Eft C.O.& STD. 0-14, UNLESS NOTED OTHERWISE C.O.S. SM. D-14, UNLESS NOTED OTHERWISE. W -WATER D -DRAIN 6. INSTALL W-31(CA) SIGN WITH 0144-3 MARKER AT THE UNIT - SEWER - REFER TO SEWER & STORM DRAIN PLANS G -GAS tRR-IRRIGATION S -SEWER BOUNDARY WITHIN THE TRACT IF ADJACENT UNIT IS NOT i"ONSTRUCTED SIMULTANEOUSLY. REMOVE AMO SALVAGE THE SEWER MANHOLE - REFER SEWER & STORM BRAIN PLANS. :AGN WITH CONSTRUCTION OF ADJACENT UNIT SEWER CLEANOUT - REFER TO SEWER & STORM BRAIN PLANS. i CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINES PER CO.S. STD. ST -7 ON SHEET 16 oma r s p r m ®m m air TRACT BOUNDARY CENTERLK& Know what's below. .*, ...... �sr UNIT BOUNDARY EDGE O PAVEMENT -------- INTERCONNECT CONDUIT �"--- �a�� before you dig. RI -1 ABBREVIATIONS POVC POINT ON VERTICAL CURVE FL FLOWLINE BVC BEGIN VERTICAL CURVE CL CENTERLINE EVC END VERTICAL CURVE ELEV ELEVATION PI POINT OF INTERSECTION B.C.R. BEGIN CURB RETURN PRC POINT OF REVERSE CURVATURE E.C.R. END CURB RETURN PCC POINT OF COMPOUND CURVATURE BC BEGIN CURVE TO TOP OF CURB EC END CURVE TR TOP OF PAVEMENT PIVC POINT OF INTERSECTION FC FINISH CONCRETE OF VERTICAL CURVE R/W RIGHT-OF-WAY P.O.C. POINT ON CURVE A.P. ANGLE POINT PIT. PROPERTY LINE C/G CURB AND GUTTER E.P. EDGE OF PAVEMENT G.B. GRADE BREAK Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.S. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.OE. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SPO. T-1. -a- FURNISH & INSTALL STREET LICIT -5800 LUMEN PER C.O.O. STD. ST -23 AND SPECIAL PROVISION 7 -86 -ID. -a FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.S. STD. ST -23 AND SPECIAL PROVISION 7-86-10. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EDGE OF PAVEMENT MEDIAN FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B, STD T-19: 'R1-1' - STOP °WI -7' - DOUBLE ARROW 'R6-1" - ONE WAY '001-6' SINGLE ARROW 'R5-1" - DO NOT ENTER `W1-1` - CURVE ARROW 'R26(CA)" - NO PARKING 'W3-3' - SIGNAL AHEAD "R3 -5R - RIGHT TORN ONLY 'W3-1` STOP AHEAD 'R4-7' - KEEP RIGHT 'S5-2' - END SCHOOL ZONE "R81(CA)" - BIKE LANE 'S4-2' - WHEN CHILDREN ARE PRESENT 'W31(CA)' - END 'S4 -Y - SCHOOL '0014-1' - DEAD END "R2-1` -. SPEED LIMIT 20 'W14 -Y - NO OUTLET 9..� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS a� CAL -TRANS TYPE IV ARROW LEH OR NIGHT AS APPLICABLE _p- CAL -TRANS TYPE 1 (10) ARROW CAL -TRANS TYPE Vi ARROW CAL -TRANS TYPE 4411 ARROW JIM. CAL -TRANS TYPE VTI ARROW LEFT OR RIGHT AS APPLICABLE CAL -TRANS TYPE III ARROW LEFT OR RIGHT AS APPLICABLE ..m°p. CAL -TRANS TYPE 1 (18) ARROW CAL -TRANS TYPE 111 8 ARROW CAL -TRANS TYPE II ARROW LEFT OR RIGHT AS APPLICABLE > CAL -TRANS TYPE II B ARROW "STOP' MARKING PER STOP CAL -TRANS STANDARDS AHEAD CALF -TRANS STAmAARDs. 'MANOCAP` MARKING PER 6 CAL TRANS STANDARDS `RR XNG` MARKING PER CA -TRANS STANDARDS FUTURE CAL -TRANS STRIPING - AND MARKINGS, TYPICAL NOTE: SEE CALTRAN,S TRAFFIC MANUAL FOR DETAILS ALL PERMANENT SWRIG & PAVEMENT MARKINGS TO BE THERMOPLASTIC; PAINT PER CALTRANS STANDARD SPECIFICATION MO -21C-19 ALL TEMPORARY SWING AND MARKING DESIGNATED WITH (I) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERNMSE INDICATED. 9 0 m p /� S E�rc LOT 4 tl S� TRACT No. 6706 j � � v N � M. BK. 59, PGS. 1.47-152 3 m M j� � d Xf-8 i� RNV b N UU , [S EmSnNG EOGs o f sASTNG OF PAVEMENTF a y DETAIL 71 31+00 ''2 32+00 3 00 ."' TO REMAIN j $ 34+00 35+00v z a 3 +00 37+0 '' N D TAII. 2z _ I $ '38+00 EX. EDGE OF PAVEMENT DETAIL 27H .7TOP CA 89 7-4 - _ �_ R26(CA)c rn - M A \ I 1 63JAV Q U K •R i I ! Z Q J 21 WQd I I I 1 W V M 2 1 34 ! zzOUT NX \ / 23 P.M.W. No. 09-04 HOBUNG WAY ®®A % BERKSHIRE ROAD SEE SHEET 10BUENA H -'1 rti°T SEE SHEET 18 STA. 30+133.71 C.L, TO 37+98.35 C.L. CONSTRUCIION NOTES: UNIT 1 STRIPING SCALE: = 50' HORIZONTAL 7 ® CONSTRUCT TYPE 'B` CURB & GUTTER PER C.D.B. Sm ST -1 Aye CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 j z ® ON SHEET 16 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1 _i 9 d 5 a w O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 STANDARD PLAN !4 R.S.P. A88A-CASE A a �r d ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS + SAWOUT EXISTING ER PER RESPECTIVE STREET SECTION OR AS cFi - g V DIRECTED BY ENGINEER m a EXISTING EDGE t fl Wo M n �+ O CONSTRUCT SINGLE FAMILY DRIVE: APPROACH PER G.D.B. STD. a ST -7 ON SHEET 16 OF PAVEMENT � �� + « �a ?,Nti ® PAINT 1Y LIMIT LINE USING THEFER4 PLASTIC PAINT PER CALTRANS 28+002 +00 STANDARD SPECIFICATION PTH-02AXYD 28+ 29+00 00CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 31+(XT 32+00 DETAIL 22 ON SHEET 16 m 10 FUTURE TYPE 'M° CURB PER C.O.E. SST. DET. ST -2 a TYPE IV 91 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND 6� ! DETAIL 39 -\ m ARROW (TYP.) ( ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE _ =� 8 13 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN Zfi(CA --'A73CPHASVAIN TRACT 31(CA)BOUNDSIGN NTH RY ADJACENTM4-3PNARKER AT NOTTHE `STOr—c CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE I r+: I SIGN WITH TIME CONSTRUCTION OF THE ADJACENT PHASE ga j F I 14 CONSTRUCT TYPE 'A' TEMPORARY ti° A.C. OKE PER CALTRANS N ` 1 6 14 8 ® a I ( x � tt 2002 STANDARDPLAN RSP A87BFURNISH AND INSTALL INTERCONNECT CONDUIT & PULL BOXES VPER C.O.B. STD. DET. T-33 & T-3ti W '-'INSTALL TYPE F FLEXIBLE POST :'LASS 1 DELINEATOR PER 1� CALTRANS STANDARD PLAN A73C.17 1© 'I' Mh V(al15 ¢ M 1 16 "��' $ 'Z w I 0 INSTALL 3 TYPE OM2 -2V OBJECT MARKERS PER CALTRANS a o I N + I a 33 <w � I � � STANDARD PLAN A73 S i 1� o.< Nat aN W I '' INSTALL TYPE OMT -3 MARKER 16 4 i HOBLING WAY / ; SEE SHEET 10 0 STA. 25+33.16 C.L. TO 30+84.00 C.L. Q SCALE: UNIT 5G 50'PING HORIZONTALI w M d~N KU ylU m LOT 4 aro �In -Ex STING ED TRACT No. 6706mm. 0 a OF PAVEMENT EXISTING M. BK. 59, PGS. 147-152 H € Y —fir®m OF PAVEENT H104 14+00 20+06 +DO 22+0 23+00 2 +00 25+ DETAIL 22 --� 26+00 PROPOSED EDGE OF PAVEMEAR - BR E LANE ' BIKE LANE MARKINGS MAIRIGNGS (rm.} DETAIL_ 6:7 (h1'.)� /EX. STRIPING i._ R26 A & R81 CA. R26 CA fl26 A CA G OAX rc / S I 1 + I ! a I I 1 ! 4 xs ZfV I I 1 1 / U I'—. �� 31 / NOTE: wt 27 28 I 29 a / t % TRACT BOUNDARY NOT ®� SUMP LOT SHOWN FOR CLARITY. � a� 32 16 A SCALE: 1" = 50' 50' 25' o' 50' Too' Know whars below. STA. 17+64.19 C.L. TO 25+33.16 C.L. CaII before you dig. UNIT 3 STRIPING SCALE: I" = 50' HORIZONTAL 1A A n N-_ -7-7 TIL_ A r_ �1 1 IH�t Il I Ili li� II 11 I: o Ili li i p /� S E�rc LOT 4 tl S� TRACT No. 6706 j � � v N � M. BK. 59, PGS. 1.47-152 3 m M j� � d Xf-8 i� RNV b N UU , [S EmSnNG EOGs o f sASTNG OF PAVEMENTF a y DETAIL 71 31+00 ''2 32+00 3 00 ."' TO REMAIN j $ 34+00 35+00v z a 3 +00 37+0 '' N D TAII. 2z _ I $ '38+00 EX. EDGE OF PAVEMENT DETAIL 27H .7TOP CA 89 7-4 - _ �_ R26(CA)c rn - M A \ I 1 63JAV Q U K •R i I ! Z Q J 21 WQd I I I 1 W V M 2 1 34 ! zzOUT NX \ / 23 P.M.W. No. 09-04 HOBUNG WAY ®®A % BERKSHIRE ROAD SEE SHEET 10BUENA H -'1 rti°T SEE SHEET 18 STA. 30+133.71 C.L, TO 37+98.35 C.L. CONSTRUCIION NOTES: UNIT 1 STRIPING SCALE: = 50' HORIZONTAL 7 ® CONSTRUCT TYPE 'B` CURB & GUTTER PER C.D.B. Sm ST -1 Aye CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 j z ® ON SHEET 16 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1 _i 9 d 5 a w O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 STANDARD PLAN !4 R.S.P. A88A-CASE A a �r d ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS + SAWOUT EXISTING ER PER RESPECTIVE STREET SECTION OR AS cFi - g V DIRECTED BY ENGINEER m a EXISTING EDGE t fl Wo M n �+ O CONSTRUCT SINGLE FAMILY DRIVE: APPROACH PER G.D.B. STD. a ST -7 ON SHEET 16 OF PAVEMENT � �� + « �a ?,Nti ® PAINT 1Y LIMIT LINE USING THEFER4 PLASTIC PAINT PER CALTRANS 28+002 +00 STANDARD SPECIFICATION PTH-02AXYD 28+ 29+00 00CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -5 31+(XT 32+00 DETAIL 22 ON SHEET 16 m 10 FUTURE TYPE 'M° CURB PER C.O.E. SST. DET. ST -2 a TYPE IV 91 RAISE EXISTING SEWER MANHOLE FRAME TO FINISHED GROUND 6� ! DETAIL 39 -\ m ARROW (TYP.) ( ADJUST EXISTING MONUMENT FRAME & COVER TO FINISHED GRADE _ =� 8 13 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN Zfi(CA --'A73CPHASVAIN TRACT 31(CA)BOUNDSIGN NTH RY ADJACENTM4-3PNARKER AT NOTTHE `STOr—c CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE I r+: I SIGN WITH TIME CONSTRUCTION OF THE ADJACENT PHASE ga j F I 14 CONSTRUCT TYPE 'A' TEMPORARY ti° A.C. OKE PER CALTRANS N ` 1 6 14 8 ® a I ( x � tt 2002 STANDARDPLAN RSP A87BFURNISH AND INSTALL INTERCONNECT CONDUIT & PULL BOXES VPER C.O.B. STD. DET. T-33 & T-3ti W '-'INSTALL TYPE F FLEXIBLE POST :'LASS 1 DELINEATOR PER 1� CALTRANS STANDARD PLAN A73C.17 1© 'I' Mh V(al15 ¢ M 1 16 "��' $ 'Z w I 0 INSTALL 3 TYPE OM2 -2V OBJECT MARKERS PER CALTRANS a o I N + I a 33 <w � I � � STANDARD PLAN A73 S i 1� o.< Nat aN W I '' INSTALL TYPE OMT -3 MARKER 16 4 i HOBLING WAY / ; SEE SHEET 10 0 STA. 25+33.16 C.L. TO 30+84.00 C.L. Q SCALE: UNIT 5G 50'PING HORIZONTALI w M d~N KU ylU m LOT 4 aro �In -Ex STING ED TRACT No. 6706mm. 0 a OF PAVEMENT EXISTING M. BK. 59, PGS. 147-152 H € Y —fir®m OF PAVEENT H104 14+00 20+06 +DO 22+0 23+00 2 +00 25+ DETAIL 22 --� 26+00 PROPOSED EDGE OF PAVEMEAR - BR E LANE ' BIKE LANE MARKINGS MAIRIGNGS (rm.} DETAIL_ 6:7 (h1'.)� /EX. STRIPING i._ R26 A & R81 CA. R26 CA fl26 A CA G OAX rc / S I 1 + I ! a I I 1 ! 4 xs ZfV I I 1 1 / U I'—. �� 31 / NOTE: wt 27 28 I 29 a / t % TRACT BOUNDARY NOT ®� SUMP LOT SHOWN FOR CLARITY. � a� 32 16 A SCALE: 1" = 50' 50' 25' o' 50' Too' Know whars below. STA. 17+64.19 C.L. TO 25+33.16 C.L. CaII before you dig. UNIT 3 STRIPING SCALE: I" = 50' HORIZONTAL 1A A n N-_ -7-7 TIL_ A r_ 1�»:,= REVISIONS APPROVED BY: BLAINE NEPTUNE R.C.E. 95102 DATE a r Nor CAL -TRANS TYPE VAII ARROW a i9•,�ls CAL -TRANS TYPE 1 (18) ARROW F, -JIB_. .• .�.i I RIGHT OF WAY LEFT OR RIGHT AS APPU ^ R q; STOP 'ST1` MARKING PER "W1-7` - DOUBLSINGLE ARROW STANDARDS AHEAD "MEW MARIONG PER PU-1' - CURVE ARROW CAL -TRANS STANDARDS 'W3-3' - SIGNAL AHEAD "HANDICAP" MARKING PER a CAL -TRANS STANDARDS '55-2' - END SCHOOL ZONE *RR XING" MARKING PER "S4-2' - WHEN CHILDREN ARE PRESENT CAL -TRANS STANDARDS "54-3' - SCHOOL FUTURE CAL -TRANS STRIP °R2-1' - SPEED LIMIT 20 AND MARKINGS, TYPICAL i• ! MIN'Si kpl KIN! ILJIRP 41 Lir i i rl 1 R • 11AMMUN Ll @00mammu I 1 i! R .a+ BERKSHIRE ROAD STA. 10+00.00 C.L. TO 22+84.63 C.L. SCALE: 1" = 50' HORIZONTAL UNIT 5 STRIPING LOT t TRACT■ 6706 iDNG EDGE PAVEMENT a w 4 I I I a 21 f �2 I I w* 1 2 3 HOBL INNGE WDAY I i BUENA VISTA ROAD /, x, STA. 28+56.78 C.L. TO 37+98.35 C.L. SCALE: 1" = 50' HORIZONTAL UNIT 5 STRIPING I CURVE TABLE I m'mmm RIGHT OF WAY EDGE OF PAVEMENT Ommm= MEDIAN R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T -IS i - STOONE LEGEND: ABBREVIATIONS ., POINT ON VERTICAL VERTICALHE FLOBILINE UPC BEGIN CL CENTERLINE EVC D VERTICAL CURVE ELIEV ELEVATION P1 PONT OF INTERSECTION _POINT END BC BEGIN CUM TG TOP OF CURB ED END CURVE�.E. PIVC POINT OF s• OF VERTICAL CURVE R/W RIGHT—OF—WAY P.GJC. PO4NT ON CURVE A.P. ANGLE POINT PROPERTY1 CUTTER EJR EDGE 00 FURNISH SIX INSTALL SURVEY MONUMENT PER C.O.B. DUSTING SURVEY MONUMENT METRO+ FURNISH & INSTALL STREET SIGN PER CAEL STDL T—t + FURNISH & INSTALL STREET STREETFURNISH & INSTALL it UNDER PER CO.B. OUT ST -23 AND SPECIAL PROVISION 7-86-10. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER ,:: APPROVEDS111 ST -23 AND SPECIAL PROVISION 7-86-10. EXISTING STREET LIGHT PER SEPARATE MEET PLANS 1 01 CQNSTRUCTION NOTES: C.O.B.CONSTRUCT TYPE *Y CURB & GUTTER PER r CONSTRUCT AS COMBINATION SIDEWALK PER ON SHEET 16 INSTALL STREET SIGN P15R CAR STANDARD i . CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 STANDARD PLAN CONSTRUCT 6' BLOCK PER WALL CONSTRUCTION PLANS SAWGUT E PER RESPECTIVE STREET SECTION OR AS DIRECTED CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.O.S. STD OR SHEET 16 PAINT 12" UNIT LINE USING THERMOPLASTIC PANT PER CALTRANS STANDARD ON 1 c9) CONSTRUCT &5' COMBINATION SDEWALK PER C.O.B. Sit) SI- 5 GN SHEET 16 A , SEWERRAISE EXISTING MANHOLE FRAME TO FINISHED GROUND ADJUST EXISTING MONUMENT FRAME & COVER TO FINIS14ED GRADE �g INSTALL TYPE Iff BARRICADE PER CALTRANS STANDARD PLAN A73C NTH W-31(CO SIGN BYTE GM43 MARKER AT THE NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE SIGN NTH THE CONSTRUCTION OF Y CONSTRUCT TYPE 'A' TEMPORARY 6* A.C. DIKE FINNISH2002 STANDARD PLAN RSP 1INTERCONNECT•D BOXES .E. C.O.B. BE &JOW.1:ii_7 EXISTING DETAIL 22 O2 EX. EDGE OF:: PAVEMENT 1 f,x4311111I13 ---------- RIGHT OF WAY EDGE OF PAVEMENT MEDIAN R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T -IS i - STOONE "W1-7` - DOUBLSINGLE ARROW Y% I* 'R&-.4" -. ONE WAY 'W9-8" - SINGLE ARROW "R5-1" - DO NOT ENTER PU-1' - CURVE ARROW :RDGCA)- - NO PARKING 'W3-3' - SIGNAL AHEAD R3 -51Y - DIGHT TURN ONLY "W3-1' - STOP AHEAD 'R4-7' - KEEP RIGHT '55-2' - END SCHOOL ZONE "R87(CA)' - TAKE LANE "S4-2' - WHEN CHILDREN ARE PRESENT "WN(CA)" - END "54-3' - SCHOOL ®AN4-9' - DEAD END °R2-1' - SPEED LIMIT 20 `W14-2' -NO OUTLET I i IT i