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HomeMy WebLinkAbout1.1-7335 PH 1 - 3A.C. _PAVING TESTING NOTES: 1, ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE', OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, 1 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 31 "AGGREGATE; OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A(MODIFIED ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 'STEAM -REFINED PAYING ASPHALTS,` IN SECTION 92-102, "GRADES," OF THE STANDARD SPECIFICATIONS. 4, THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CAUFORNTA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATON 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 WITH CAUFORMA 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 THE 2, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL IF THE PROVISIONS. IF 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 ( } CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MTX DESIGN. 6, WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT UNE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7, A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE. SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. 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 UNITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OFA LAYER ASPHALT CONCRETE IS GAS FOOT ORSHS PAVING I OPERATIONS SHALL CONDUCTED IN SUCH A MANNER THAT. AT THE END OF EACH WORK THE LENGTH OF PAVEMENTT ALONG SHE LONGITUDINAL DROP -DEF BETWEEN ADJACENT LANES IS NOTOT G GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACLUTATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF MAY 13. 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 CALIFORNIA TEST 375. 14. IF THE IN --PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED 714E CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT $HALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS, 15. 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 WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL. BE DETERMINED BY: A A. PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTTUZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE N RGE THE SURFACE TOLERANCES. THE LONGI GRINDING SHALT G PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE D A CONSTANT OFFSET FROM, AND ARE PARALLEL T0, THE NEAREST MANE UNE ER PAVEMENT EDGE, AND THE ALL CONFORM LIMITS E GRINDING ARE NORMAL ITO R THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST 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 CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 19, ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOKI BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR ONE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2,4 OF THE "GREENBOOK..... ... 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 ALLOYED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. PRANG CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1,03 PER THE CITY OF BAKERSFIELD. 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. R WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE THE GBPLANE AT ANY PONT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEMBE AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. STANDARD NOTES CONT) 24. 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 957. OF THE MAXIMUM Y Ao"' F BAK"ERSFIELD DRY DENSITY IN ACCORDANCE WIN ASTM D-1557. 25. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 26. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE KERN COUNTY NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER, 27. 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 STREET CONSTRUCTION PLANS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 28. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY FOR OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL"VESTING TENT. TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. 29. LUMINAIRES SHALL BE SOLID STATE EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS, 30. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE CONTRACTOR TO INSTALL CONDUITS PRIOR TO PAVING. PHAqFq 3f, INSTALL W-37(CA) SIGN WITH 01 MARKER AT THE PHASE BOUNDARY 0 ANDARD 1 4 ,r, " �I II ) .-- - � _ -- . NOTES PHASE 2 OFFSITE WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. AC. PALING 'r & 5 EXISTINGI w z � _1 99 i REMOVE AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. K fT' 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 32, SEE CALTRANS TRAFFIC MANUAL FOR DETAILS, ALL PERMANENT STRIPING & i FUTURE DRILL SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALIRANS STANDARD 14 SPECIFICATIONS. SPECIFICATION PTH -021 C6 � 17 2, THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART � INSTAL. RAISED BLUE MARKERS IN STREET A ALL FIRE HYDRANT LOCATIONS PER 14 fa OF THESE PLANS: FIRE DEPARTMENT REQUIREMENTS. INSTALL METRO SIZE STREET NAME SIGNS PER C.O.S. SM. T -f ST -I STANDARD CURB AND GUTTER ST --2 STANDARD MEDIAN CURBS TYPE "M" 34, IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT N ST -11 STANDARD PAVEMENT PATCHES DISCHARGE ELIMINATION SYSTEM (NPOES), A 'NOTICE OF INTENT` (NO) TO 3547 ST -9 STANDARD CROSS GUTTER COMPLY WITH THE RMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER TE 2 1 ST -13 STANDARD STRUCTURAL PAVEMENT SECTION ASSOCIATED WITH CONSTRUCTION. ACTIVITY (SONGS ORDER N0.2009-009-bW0 A5 .2-2..6... -- EI P ST -22 STANDARD SURVEY MONUMENTS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-DWQ) MUST BE -��- INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.v. PER C,O.B. SID. ST -14 STANDARD STREET LIGHT MAST ARM TYPE FILED MH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE , ST -20 STANDARD SYMMETRICAL CUL-DE-SACS ST -21 STANDARD STREET KNUCKLES THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE )NTH THE GENERAL - 30 MU ST -10 STANDARD CURB RAMP PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN(SWPP) TO PROJECTj 21 O. R OAD a D-14 STANDARD CATCH BASIN TYPE 'A" D-16 STANDARD GUTTER DEPRESSIONS BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE SITE T -i STANDARD STREEET SIGN POST STYLE IDENTIFICATION (WDID) NUMBER 51`150385597 HAS BEEN ISSUED BY THE STATE 7. 3. PAVEMENT: F WATER RESOURCES BOARD OR THIS PORJFCT. 2 PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE & SEWER LATERAL LOCATIONS TO BE STAMPED "S" INTO THE CURB FACE OVER r- - --- ----- - -- M20' TYPE B ASPHALT CONCRETE OVER C _ NOTE: EACH SEWER LATERAL. _ 0.40' OR G 15(SFE PLAN) GGR`GATF- BASE OVER } EA 91 INSTALL ADDITIONAL $ 3-1/2 PULL BOX FOR STREET UGHTS AT P.G.& E. 6 O.ICT ORIGINAL GROUND. G BEC R.G. To BE COMPACTED TO 95% SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A TEMPORARY FLOWAGE DRAINAGE BLANKET EASEMENT I FUTURE 7 RELA ORDENSITY PER C.O.B. STD. 7 - c& i �6 PAVING FOR WINDERMERE STREET (COLLECTOR): 28 FOR ENTIRE SITE PER DOC # 218153988 LF - 0..35' TIFF "LT" ASPHALT CONCRETE OVER - 922. 11. 922 0 40` AGGREGATE BASE OVER ;._ __------ .... ...... ............. - 4. 1.25' ORIGINAL GROUND. C.G. TO BE I I MPACRLD TO 95% RELATIVE DENSITY PER C_01 STO ST-9- T 9 PAVING FOR ALLEN ROAD (ARTERIAL): PAVING M!5' "YF't B A PHAII S..}M1CR'r.'Tr'c OVER 7 AGGREGATE An:^'. 0I 1 30 ORIGINAL CROUND. G . TO BE COMPACTED 'r0 959 RELATIVE DENS.TY PER C.O.B. STD. ST -9. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD SID. DWG. ST -13. 1 4 ,r, " �I II ) .-- - � _ -- . 1 PHASE 2 OFFSITE TO BE INSTALLED AC. PALING 'r & 5 EXISTINGI w z � _1 99 i AGGREGATE BASE, CLASS 2CY ROADWAY EX/SUBGRADE PREP K fT' 969 1237 1486 1741 i FUTURE DRILL S. �" INSTAR TRAFFIC CONTROL SIGNS 14 z � w w � 13 SFE C6 � 17 INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD, T -t -+ '3 14 fa KNOT A PART) 11256 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.S. SM. T -f a i N 93079 --�.�- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER 3547 58317 i - 2 1 C.O.B, STD. ST -23 AND SPECIAL PROVISION 7-86-10. '! ?A �Ip2zaNfi, .2-2..6... -- EI P --t - LANE -��- INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.v. PER C,O.B. SID. CROSS GUTTERS �..._..._ I , 2gd0i ST -23 AND SPECIAL PROVISION 7-86-10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. - 30 MU 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O,B. STANDARD ST -1, ON ALL 2.82.5 21 O. R OAD a - STREETS UNLESS OTHERWISE NOTED, l O V EA 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 3 2 - & SEWER LATERAL LOCATIONS TO BE STAMPED "S" INTO THE CURB FACE OVER EA F - _ EACH SEWER LATERAL. _ 3 - - EA 91 INSTALL ADDITIONAL $ 3-1/2 PULL BOX FOR STREET UGHTS AT P.G.& E. 6 4 SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A - I FUTURE 7 MINIMUM OF 6" THICK, 10. ALL MANHOLE AND LAMPHOLE FRAME. AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING FUTURE PARK SITE (NOT A PART) �wnl VICINITY MAP NO SCALE li�� l�®I�••••.I�©�iQ�i � ��I�.�©IIID©©IIIb TRACT 733" 5 1 TO 3 N i' TO THE START OF ANY PHASE is CONSTRUCTION i THE CITY CONSTRUCTION • DEPARTMENT SHALL BE HOURS i TELEPHONE326-3049. • i CITY INSPECTIONS WILL BE GIVEN FOR THE WORK UNTIL A STREET PERMIT NTH APPROPRIATE SECURITY # INSURANCEBEEN OBTAINED. s2ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE OF STATING THAT THE REQUIREMENTS i•R SET FORTH BY THE CITY OF f HAVE BEEW NET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR U T'UNDER MY DIRECTTON AND TO THE BEST OF MY KNOWLEDGE AND q =r N BELIEF COMPLY WITH CITY RI ERIE AND IN ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ____ ....._. ._ 3 IA % Ti w H ._ _ _l - _ ___._.__ __ _ -. c -"I"-J�, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAVMNGS ON THESE B ®N PS -ANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSEPKME 2: I ' ® ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED NS Pa L3 41 9 14 ib 96 1d ,8 15 14 1% 9d sr 3e 133 9t � �- DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH 5 I I tl CORRECTIONS WILL BE REFLECTED ON CORRECTED ` PLANS AND SUBMITTED TO THE CITY ENGINEER. m n 2gTr f2 43 94 I iS - ,--� M1i 31 ffi 39 3i N :R 9Y 3i yy yq -27-26 APP f OVED BY: BLAIN NEPTUNE R,C.E. 55102 DATE 9% 17 I¢ { 9 Te 127 1 { 1 1 1 1 1 1 1 I p '% 9r ® % 7 7 t / p I ! 155 11a I ss 1 Td TTI 120 1 12 1 18 1 17 1 18 1, Q d i 4r 1 ! T ar 341 11 7894 EXISTING AGRICULTURE LANA EXISTING AGRICULTURE LAND - SHEET NUMBER KEY MAP DAYS PRIOR TO CONSTRUCTION. 871, LIST P'\I` MATERIALS A A Tf-`CSI A I C SCALE: 1�-2�� 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS L .S f O MA 6 ERIALS WTH HAW'KINS MEG SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL THIN BE LOCATED WI A SIDEWALK 6" FROM BACK. 93, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 0-1557. 15. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326--301 96, ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEERS ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) - ITEM DESCRIPTION UNIT PHASE i PHASE 2 PHASE 3 1 PHASE 2 OFFSITE TOTAL I AC. PALING ff� tZ 1 & 5 a W Z 3-, z � _1 99 4326 i AGGREGATE BASE, CLASS 2CY ROADWAY EX/SUBGRADE PREP K fT' 969 1237 1486 1741 733 899 L- 880 -^ 1178 14 z � w w � 13 C6 � 17 1 6 ..-} I SIS 14 fa 597 11256 SF 22720 93079 3467 3547 58317 2P0A 2 1 4440 '! ?A �Ip2zaNfi, .2-2..6... -- EI P - LANE g0m CROSS GUTTERS �..._..._ sCH- 1544 2gd0i - - 30 MU a as 2.82.5 21 O. R OAD a - - 20 STREET NAME SIGNS EA 9 90 3 2 - VICINITY MAP NO SCALE li�� l�®I�••••.I�©�iQ�i � ��I�.�©IIID©©IIIb TRACT 733" 5 1 TO 3 N i' TO THE START OF ANY PHASE is CONSTRUCTION i THE CITY CONSTRUCTION • DEPARTMENT SHALL BE HOURS i TELEPHONE326-3049. • i CITY INSPECTIONS WILL BE GIVEN FOR THE WORK UNTIL A STREET PERMIT NTH APPROPRIATE SECURITY # INSURANCEBEEN OBTAINED. s2ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE OF STATING THAT THE REQUIREMENTS i•R SET FORTH BY THE CITY OF f HAVE BEEW NET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR U T'UNDER MY DIRECTTON AND TO THE BEST OF MY KNOWLEDGE AND q =r N BELIEF COMPLY WITH CITY RI ERIE AND IN ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ____ ....._. ._ 3 IA % Ti w H ._ _ _l - _ ___._.__ __ _ -. c -"I"-J�, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAVMNGS ON THESE B ®N PS -ANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSEPKME 2: I ' ® ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED NS Pa L3 41 9 14 ib 96 1d ,8 15 14 1% 9d sr 3e 133 9t � �- DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH 5 I I tl CORRECTIONS WILL BE REFLECTED ON CORRECTED ` PLANS AND SUBMITTED TO THE CITY ENGINEER. m n 2gTr f2 43 94 I iS - ,--� M1i 31 ffi 39 3i N :R 9Y 3i yy yq -27-26 APP f OVED BY: BLAIN NEPTUNE R,C.E. 55102 DATE 9% 17 I¢ { 9 Te 127 1 { 1 1 1 1 1 1 1 I p '% 9r ® % 7 7 t / p I ! 155 11a I ss 1 Td TTI 120 1 12 1 18 1 17 1 18 1, Q d i 4r 1 ! T ar 341 11 7894 EXISTING AGRICULTURE LANA EXISTING AGRICULTURE LAND - SHEET NUMBER KEY MAP DAYS PRIOR TO CONSTRUCTION. 871, LIST P'\I` MATERIALS A A Tf-`CSI A I C SCALE: 1�-2�� 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS L .S f O MA 6 ERIALS WTH HAW'KINS MEG SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL THIN BE LOCATED WI A SIDEWALK 6" FROM BACK. 93, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 0-1557. 15. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326--301 96, ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEERS ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) - ITEM DESCRIPTION UNIT PHASE i PHASE 2 PHASE 3 PHASE 1 OFFSITE PHASE 2 OFFSITE TOTAL I AC. PALING INS 968 1.563 704 493 798 4326 i AGGREGATE BASE, CLASS 2CY ROADWAY EX/SUBGRADE PREP CY 969 1237 1486 1741 733 899 288 _ 900 880 -^ 1178 4156 m.. mm m 5955 6" OURS & GUTTER LF 3042. 4451 2545 621 597 11256 SIDEWALK (4' THICK) SF 15504 22720 93079 3467 3547 58317 DRIVEWAYS (6" THICK) __...__........-._ SF 4440 6120 3480 - - 1400 CROSS GUTTERS �..._..._ SF 1544 772 - - - 2316 HANDICAP RAMPS (ADA/TTTLE 24/CALTRANS) EA 8 10 - 2 - 20 STREET NAME SIGNS EA 9 90 3 2 - 24 TRAFFIC CONTROL SIGNS EA 3 - _ _ _ 3 STREET LIGHTS - 008 STANDARD EA 8 6 4 2 - 18 _ SURVEY MONUMENT & HICASEMENT EA 7 - u 8 5 �6 2 28 STRIPING (DETAIL 31) LF - - - 922. 11. 922 SAW CUTUP - - - 787 787 ~ i _ MEDIAN CURS UP _ _ _ _ 600 646 LOCAL STREET FRONTAGE LF1778 2482 1310 5570 COLLECTOR STREET FRONTAGE LF - ARTERIAL GIBBET FRONTAGE IT - I- - $02 -602 - N.T,S. LEGEND: ABBREVIATIONS FJ- FUNUNE POND PLANT ON VERTICAL CURVE C.L. CENTERLINE BIG BEGIN VERTICAL CURVE M. ELEVATION EVC: END VERDCAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.D.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB EVIL PONT OF INTERSECTION IF TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE FC FINISHED CONCRETE P/L. PROPERTY LINE R/W RIGHT- E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C&G CURB AND GUTTER P.AF.L PARKING AREA FLOW LINE £X. EXISTING 00 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -22, EXISTING SURVEY MONUMENT -+}- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -L -+li-- FURNISH & INSTALL METRO STREET SIGN PER C.O.S. STD, T -l. �- FURNISH & INSTALL STREET UGFIT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -a FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C,OB, STD. ST -23. 1� EXISTING STREET FIGHT PER SEPARATE APPROVED STREET PLANS IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE 1 �./ ]r MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY yy 'ss a li 10 I 1 OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. I+ 1 EXISTING SO ENA V15€'A CANAL 1O INDEX OF 17. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, / APPROVED COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION NICOLAS FIDL.ER PUBLIC WORKS DIRECTOR DATE I I ' & PARKS DEPARTMENT. 6' YANG W/2 18. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE TITLE 1 AND CROSS SECTION AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY 1. T CENTERUNE STORM DRAIN ASTMD-1557 TO A DEPTH OF ID' BELOW TOP OF SUBGRADE AND 1.0' TO EACH SIDE OF APPROACH -'-"- + 2. AND CROSS GUTTER. 3. BURNHAM STREET / 19. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN f UP CURB PIANO DRIVE THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN AND GUTTER SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 90 DAYS PRIOR TO PAVING. ALLEN ROAD REVIEWED FLOWLINE CURB 20. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET DATE 6. ANO GUTTER ASSISTANT BY PUBLIC WORKS WILL. REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. DIRECTOR R.C.E. NO, B.C.R. j 7, 21, NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION.. SIDEWALK 22 WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED & PUGIN PLACE AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. & MIZNER COURT & HERZON COURT 23. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, 9. EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. REVIEWED BY: ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD �..�; CEPRERUNE STORM DRAIN W 6' WHO LANDSCAPE TO PREVENT EROSION ONTO THE SIDEWALK. TRAFFIC ENGINEER 11. STRIPING PLAN N.T,S. LEGEND: ABBREVIATIONS FJ- FUNUNE POND PLANT ON VERTICAL CURVE C.L. CENTERLINE BIG BEGIN VERTICAL CURVE M. ELEVATION EVC: END VERDCAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.D.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB EVIL PONT OF INTERSECTION IF TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE FC FINISHED CONCRETE P/L. PROPERTY LINE R/W RIGHT- E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C&G CURB AND GUTTER P.AF.L PARKING AREA FLOW LINE £X. EXISTING 00 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -22, EXISTING SURVEY MONUMENT -+}- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -L -+li-- FURNISH & INSTALL METRO STREET SIGN PER C.O.S. STD, T -l. �- FURNISH & INSTALL STREET UGFIT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -a FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C,OB, STD. ST -23. 1� EXISTING STREET FIGHT PER SEPARATE APPROVED STREET PLANS IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE 1 �./ ]r MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY yy 'ss a li 10 I 1 OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. I+ 1 EXISTING SO ENA V15€'A CANAL 1O PHASE 1 37 PHASE 2 51 PHASE 3 29 TOTAL: 117 LEGEND CONTA FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Ri-1" - SRW "S5--2" - END SCHOOL ZONE 'R6 -i' - ONE WAY 'R5 -i' - DO NOT ENTER 'W3-1" - SNP AHEAD "R26(CA " - NO PARKING ANY TIME W14 -l" ' - END 'R3 -NR')- RIGHT TURN ONLY 'WH -1" - DEAD BLD `R4 -Y - KEEP RIGHT -RBI(C " - TUBI OUTLET "R3-7' - RIGHT LANE MUST TURN RIGHT "R81{CA)" -BIKE LANE 'R7-9' - NO PARKING EAKE LANE CONSTRUCT TYPE "A' CATCH BASIN VIII 3.5' OPENING PER C.O.S. STD. D-14, UNLESS NOTED OTHERWISE. e CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-94 WITHOUT VINGS, UNLESS NOTED OTHERWISE. - -s- SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A`- A CONSTRUCT 18' BOTTOM MOTH DRVEWAY W/S WINGS PER C.OB. STD. ST -7. INTERCONNECT CONDUIT _--•--___ EXISTING SEWER -9 STERN DRAIN - REFER TO ... -_ CENTERLINE __-_. _ --.- SEVER & STORM DRAIN PLANS PHASE BOUNDARY -------------- EXISTING STORM DRAIN ------ TRACT BOUNDARY STORM DRAIN MANHOLE - -- ---- EREFER TO SEWER &STORM X. EDGE OF PAVEMENT DRAIN PLANS ,1 illi � L A O 4 TOP OF CONCRETE MONUMENT W LAMPHOLE AT THE CENTERLINE INTERSECTION OF PANAMA LANE AND ALLEN ROAD SOUTH. ALSO BEING THE SOUTHWEST CORNER OF SECTION 24, T.30.S., R,26,E. ELEVATION = 342.03' (U.S.G,S. DATUM) BASIS OF BEARINGS: THE BEARING OF N 00'55'49" E SHOWN FOR THE CENTERLINE OF ALLEN ROAD AND THE WEST LINE OF THE SOUTHWEST QUARTER OF SEC. 24, T.30.S., R.26E., M.D,M. PER TRACT NO. 6578 -UNIT 3, M.B. 61, PGS. 195-198, IN TIRE OFFICE Of THE KERN COUNTY RECORDER, WAS TAKEN AS THE BASIS OF BEARING SHOWN HEREON, INDEX OF SHEETS APPROVED BY: NICOLAS FIDL.ER PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 SHEET TITLE 1. COVER SHEET -'-"- 2. k AUTNER DRIVES 3. BURNHAM STREET 4. PIANO DRIVE "k 5. ALLEN ROAD REVIEWED BY: STUART J. PATTESON, DATE 6. JAYDYN LANE & YEADON WAY ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO, 44898 7, VENTIURI COURT, ZUMTHOR COURT, & PUGIN PLACE & MIZNER COURT & HERZON COURT 9. SCARPA STREET & GERBER LANE REVIEWED BY: 10. WINDERMERE STREET TRAFFIC ENGINEER 11. STRIPING PLAN RYAN STARBUCK PHASE 1 37 PHASE 2 51 PHASE 3 29 TOTAL: 117 LEGEND CONTA FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Ri-1" - SRW "S5--2" - END SCHOOL ZONE 'R6 -i' - ONE WAY 'R5 -i' - DO NOT ENTER 'W3-1" - SNP AHEAD "R26(CA " - NO PARKING ANY TIME W14 -l" ' - END 'R3 -NR')- RIGHT TURN ONLY 'WH -1" - DEAD BLD `R4 -Y - KEEP RIGHT -RBI(C " - TUBI OUTLET "R3-7' - RIGHT LANE MUST TURN RIGHT "R81{CA)" -BIKE LANE 'R7-9' - NO PARKING EAKE LANE CONSTRUCT TYPE "A' CATCH BASIN VIII 3.5' OPENING PER C.O.S. STD. D-14, UNLESS NOTED OTHERWISE. e CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-94 WITHOUT VINGS, UNLESS NOTED OTHERWISE. - -s- SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A`- A CONSTRUCT 18' BOTTOM MOTH DRVEWAY W/S WINGS PER C.OB. STD. ST -7. INTERCONNECT CONDUIT _--•--___ EXISTING SEWER -9 STERN DRAIN - REFER TO ... -_ CENTERLINE __-_. _ --.- SEVER & STORM DRAIN PLANS PHASE BOUNDARY -------------- EXISTING STORM DRAIN ------ TRACT BOUNDARY STORM DRAIN MANHOLE - -- ---- EREFER TO SEWER &STORM X. EDGE OF PAVEMENT DRAIN PLANS ,1 illi � L A O 4 TOP OF CONCRETE MONUMENT W LAMPHOLE AT THE CENTERLINE INTERSECTION OF PANAMA LANE AND ALLEN ROAD SOUTH. ALSO BEING THE SOUTHWEST CORNER OF SECTION 24, T.30.S., R,26,E. ELEVATION = 342.03' (U.S.G,S. DATUM) BASIS OF BEARINGS: THE BEARING OF N 00'55'49" E SHOWN FOR THE CENTERLINE OF ALLEN ROAD AND THE WEST LINE OF THE SOUTHWEST QUARTER OF SEC. 24, T.30.S., R.26E., M.D,M. PER TRACT NO. 6578 -UNIT 3, M.B. 61, PGS. 195-198, IN TIRE OFFICE Of THE KERN COUNTY RECORDER, WAS TAKEN AS THE BASIS OF BEARING SHOWN HEREON, �6' BLOCK WALL PER PRC STA 947738 L 87.( S1A�B88 99 F L C.L. CATCH BASO) NO 10/GR/ STA 90449 C.L. 79.02 LT. STA 8+97.53, F.L. NORMAL F.L ELEV.-341.27' DEPRESSED F.L. ELEV=341.10' dI FUTURE PARK SITE I (NOT A PART) s1 LLI 23= a4 LL' 5 6 7 o g �N g o 9 }p +-I' Ste= Q WN p H'-� HQ �I HO H[O Qti Q� Q� } u+i p) 3 W mYI N ^ I- QNI F NI 2^I GQ y � Q K K m /� G¢ N R Vl Vl - m - FI 1 _$ 8"p 11 +00 5 _ _ �D' _ 12+ _ _ n o a I00 N8924'33'Wt 811.93' 14h00 8 S _a 6 (TYP.)_15. +W_ 8'5164 356 354 352 350 348 346 344 342 340 8+50 9+00 354 352 350 348 346 344 342 340 338 336 9+50 10+00 CURVE RADIUS LENGTH TANGENT I I o 0 54.98' 35.00' 90'00'27" N 84.00' 197.72' 202.10' R. C3 35.00' 10 11 2275'35' 1222 35.W' 54.98' 35.00' p N m C5 n om al PROPOSED SUMP 147.62' I 120'43'W a5d STA 18+40.05 C.L. PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE ELEV. ELEVATION EVC END VERTICAL CURVE 'R5 -I' - DO NOT ENTER - STOP AHEAD "W31(CA)" FACE OF CURB STATION -SEE TABLE O 5.5' COMBINATION SIDEWALK ON COLLECTORS/ARTERIALS PER SIGH WITH CONSTRUCTION OF ADJACENT PHASE (+OI DH BEGIN CURB RETURN PI POINT OF INTERSECTION ^I �Qjy (J IQH C.O.B. STD ST -5. (A EC.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE W1-mmVl SIZE ,2/W mI M m' N - BEGIN CURVE PGC POINT OF COMPOUND CURVATURE - KEEP RIGHT W 0 Uti 29 I 28 �4 �"27N EC END CURVE TC TOP OF CURB 'R3-7*- RIGHT LANE MUST TURN ROT "R81(CA)' - BIKE LANE 6-'j 'a n �I zz 1 26 PING ml Gm �89WATER WELL ®� G oo I FINISHCONCRETE l eu a =+ ' P.O.C. PONT ON CURVE FC FINISHED CONCRETE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER SITE UF- >L O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER PA PROPERTY UNE R/W RIGHT-OF-WAY C.O.B. STD. D-14, UNLESS NOTED OTHERWISE, 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS I I C.O.B. STD. DET. ST -7. EP. EDGE OF PAVEMENT A.P. ANGLE PONT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5 OPENING PER AND DETAILS. m �I �m I �I FACE OF CURB C&G CURB AND GUTTER F rnl 1 F 1 -_ _ _ _ _ _ _ _ _ _ _ _ 356 354 352 350 348 346 344 342 340 8+50 9+00 354 352 350 348 346 344 342 340 338 336 9+50 10+00 25 I 24 23 I 22 i 21 i 20 I 19 1 18 1 I I 1 1 I I 1 I 1 1 L 1 I 1 LAUTNER DRIVE STA. 10+00.00 C.L. TO 18+11.93 C.L. SCALE: 1" = 50' HORIZONTAL (TYP•) P n 1 IN \ SIS 18*D 0 00 Z Qw IN IM 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+00.00 C.L. TO 18+11.93 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 STA. 10+00.00 C.L. TO 18+11.93 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 354 352 350 348 346 344 342 340 19+00 19+50 CURVE TABLE CURVE RADIUS LENGTH TANGENT I I o 0 54.98' 35.00' 90'00'27" N 84.00' 197.72' 202.10' R. C3 35.00' 10 11 2275'35' 1222 35.W' 54.98' 35.00' a C5 84.00' 176.98' 147.62' I 120'43'W a5d STA 18+40.05 C.L. PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE ELEV. ELEVATION EVC END VERTICAL CURVE 'R5 -I' - DO NOT ENTER - STOP AHEAD "W31(CA)" FACE OF CURB STATION -SEE TABLE O 5.5' COMBINATION SIDEWALK ON COLLECTORS/ARTERIALS PER SIGH WITH CONSTRUCTION OF ADJACENT PHASE (+OI DH BEGIN CURB RETURN PI POINT OF INTERSECTION ^I �Qjy (J IQH C.O.B. STD ST -5. (A EC.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE W1-mmVl SIZE ,2/W mI M CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF 11 - 25 I 24 23 I 22 i 21 i 20 I 19 1 18 1 I I 1 1 I I 1 I 1 1 L 1 I 1 LAUTNER DRIVE STA. 10+00.00 C.L. TO 18+11.93 C.L. SCALE: 1" = 50' HORIZONTAL (TYP•) P n 1 IN \ SIS 18*D 0 00 Z Qw IN IM 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+00.00 C.L. TO 18+11.93 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 STA. 10+00.00 C.L. TO 18+11.93 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 354 352 350 348 346 344 342 340 19+00 19+50 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA G1 35.00' 54.98' 35.00' 90'00'27" C2 84.00' 197.72' 202.10' R. C3 35.00' 1 2 6.94' 2275'35' C4 35.W' 54.98' 35.00' 99TTOb0' C5 84.00' 176.98' 147.62' I 120'43'W a5d STA 18+40.05 C.L. PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE ELEV. ELEVATION EVC END VERTICAL CURVE 'R5 -I' - DO NOT ENTER - STOP AHEAD "W31(CA)" FACE OF CURB STATION -SEE TABLE O 5.5' COMBINATION SIDEWALK ON COLLECTORS/ARTERIALS PER SIGH WITH CONSTRUCTION OF ADJACENT PHASE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 'R26(CA,' - NO PARKING ANY TIME -END Z2 Q J `R/W-I C.O.B. STD ST -5. EC.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE "R3 -5R - RIGHT TURN ONLY "W14-1" - DEAD END 'R4-7' "W14 -Y - NO OUTLETPIPE SIZE O mI M CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF 11 BC BEGIN CURVE PGC POINT OF COMPOUND CURVATURE - KEEP RIGHT W 0 4 n EC END CURVE TC TOP OF CURB 'R3-7*- RIGHT LANE MUST TURN ROT "R81(CA)' - BIKE LANE 4"W UTILITY: W -WATER D -DRAIN G -GAS S -SEWER �I o� PING ml Gm N7,1 G FINISHCONCRETE l eu TES: STANDARDHANDICAP "REVISEDVERTICALCURVE P.O.C. PONT ON CURVE FC FINISHED CONCRETE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER N >L O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER PA PROPERTY UNE R/W RIGHT-OF-WAY C.O.B. STD. D-14, UNLESS NOTED OTHERWISE, 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS C.O.B. STD. DET. ST -7. EP. EDGE OF PAVEMENT A.P. ANGLE PONT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5 OPENING PER AND DETAILS. Ia- �I N �I FACE OF CURB C&G CURB AND GUTTER F rnl F at P.A.F.L d h� I (PER PIAN) AGGREGATE BASE OVER 0.50' COMPACTED TO BE 25 I 24 23 I 22 i 21 i 20 I 19 1 18 1 I I 1 1 I I 1 I 1 1 L 1 I 1 LAUTNER DRIVE STA. 10+00.00 C.L. TO 18+11.93 C.L. SCALE: 1" = 50' HORIZONTAL (TYP•) P n 1 IN \ SIS 18*D 0 00 Z Qw IN IM 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+00.00 C.L. TO 18+11.93 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 STA. 10+00.00 C.L. TO 18+11.93 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 354 352 350 348 346 344 342 340 19+00 19+50 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA G1 35.00' 54.98' 35.00' 90'00'27" C2 84.00' 197.72' 202.10' 13451'37" C3 35.00' 13.70' 6.94' 2275'35' C4 35.W' 54.98' 35.00' 99TTOb0' C5 84.00' 176.98' 147.62' I 120'43'W Ii 1 2.0% a2.0% I t2.0% 2.0% I Aa A.B. I S.G. 1 COMBINATION 10+00.00 CL TO 4.5 COMBINATION SIDENALKSIDEWALK a4N 0.5' COLB'AC1ED as ro PROPOSED M "B" PROPOUED TYPE '8' 17+111M C.L. 95% RE]ARVE DENSLY CURS & GUTTER CURB & GUTTER -1" - STOP "55-2" �A1 LOCAL STREET SECTION 4.5 µ 2 SCALE: N.T.S. a5d D7y19S;a7.TR:�1nbI9;Lb�;en4iri STATION 1:L I "R" Aa A.B. I S.G. 25' STA 10+00.00 CL TO 4.5 56 0.2' a4N a50' ABBREVIATIONS FLOMINE pOVC PGNT ON VERTICAL CURVE STA 17+111M C.L. O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 T INSTALL TYPE III BARRICADE PER (ALTRANS -1" - STOP "55-2" SFA 97+11.53 CL ro 4.5 µ O.Y a45' a5d STA 18+40.05 C.L. PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE ELEV. ELEVATION EVC END VERTICAL CURVE 'R5 -I' - DO NOT ENTER - STOP AHEAD "W31(CA)" FACE OF CURB STATION -SEE TABLE O D7y19S;a7.TR:�1nbI9;Lb�;en4iri LEGEND: SCALE: 1" LEGEND (CONT.) LEGEND ,CONT. CONSTRUCTION 25' O' N 50' NOTES: o= F.L ABBREVIATIONS FLOMINE pOVC PGNT ON VERTICAL CURVE RjCI FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'Rt 1 CURVE NUMBER FOR CURVE DESCRIPTION O O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 T INSTALL TYPE III BARRICADE PER (ALTRANS -1" - STOP "55-2" STANDARD PLAN A73C WITH W-31(CA) SIGN AT C.L CENTERUNE BVC BEGIN VERTICAL CURVE "R6-1' - ONE WAY - END SCHOOL ZONE "W3-1" ® ITEM OF WORK -SEE SCHEDULE CONSTRUCT 4.5' COMBINATION SIDEWALK ON LOCAL ROADS & PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE ELEV. ELEVATION EVC END VERTICAL CURVE 'R5 -I' - DO NOT ENTER - STOP AHEAD "W31(CA)" FACE OF CURB STATION -SEE TABLE O 5.5' COMBINATION SIDEWALK ON COLLECTORS/ARTERIALS PER SIGH WITH CONSTRUCTION OF ADJACENT PHASE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 'R26(CA,' - NO PARKING ANY TIME -END Z2 Q J C.O.B. STD ST -5. EC.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE "R3 -5R - RIGHT TURN ONLY "W14-1" - DEAD END 'R4-7' "W14 -Y - NO OUTLETPIPE SIZE O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF 11 BC BEGIN CURVE PGC POINT OF COMPOUND CURVATURE - KEEP RIGHT W 0 4 BAKERSFIELD STANDARD ST -2. EC END CURVE TC TOP OF CURB 'R3-7*- RIGHT LANE MUST TURN ROT "R81(CA)' - BIKE LANE 4"W UTILITY: W -WATER D -DRAIN G -GAS S -SEWER m C PING PONT OF INTERSECTION TP TOP OF PAVEMENT "R7-9" - NO PARKING BIKE LANE CONSTRUCT RAMPPER2010 FINISHCONCRETE l eu TES: STANDARDHANDICAP "REVISEDVERTICALCURVE P.O.C. PONT ON CURVE FC FINISHED CONCRETE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER N >L O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER PA PROPERTY UNE R/W RIGHT-OF-WAY C.O.B. STD. D-14, UNLESS NOTED OTHERWISE, 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS C.O.B. STD. DET. ST -7. EP. EDGE OF PAVEMENT A.P. ANGLE PONT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5 OPENING PER AND DETAILS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR F.O.C. FACE OF CURB C&G CURB AND GUTTER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER GAG OR AS DIRECTED BY CITY ENGINEER. P.A.F.L PARKING AREA ROW LINE EX. EXISTING (PER PIAN) AGGREGATE BASE OVER 0.50' COMPACTED TO BE � FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. s SEWER -REFER TO SEWER &STORM DRAIN PLANS COM COMPACTED TO 95% RELATIVE DENSITY PER CO.B. STD. sr -9. . O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -9. ST -22. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. NINDERMERE STREET - PAVEMENT TO BE 0.35 TYPE W A.C. rn w If" EXISTING SURVEY MONUMENT © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 0.40' AGGREGATE BASE OVER 1.25 COMPACTED O.G. TO ® PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SIO. ST -9. CALTRANS STANDARD SPECIFICATION PIH-O2ALKYD. -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. CONSTRUCT 18' BOTTOM N1DiH DRIVEWAY W 3' WINGS / FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. PER C.O.B. STD. ST -7. ------- _ -- EXISTING SEWER 4 ALLEN ROAD - PAVEMENT TO BE 0.45' TYPE "B" AC. OVER 0.75' AGGREGATE BASE OVER 1.30' COMPACTED O.G. TO BE O PER C.O.B. STD. DET. T-33. - INTERCONNECT CONDUIT T -i. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. 570. ST -9. _ Z FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. CENTERLINE -""- STORM DRAIN - REFER 7D 5. ALL CATCH BASINS TO HE TYPE "A' MOTH 35 OPENINGS PER J SECTION DESIGNATION: d W W STANDARD OR APPROVED EQUAL. SEWER & STORM DRAIN PLANS PHASE BOUNDARYEXISTING STORM DRAIN C.O.B. STD. D-14, UNLESS NOTED OTHERWSE. W 2 SECTION LETTER > 6Lu -S FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -23.--- TRACT BOUNDARY STORM DRAIN MANHOLE - 6. SUBGRADE FOR DRIVE APPROACHES AND GRIM GUTTERS SHALL BE_A OW IIX Z o- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET ® REFER TO SEWER & STORM CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTION 2 V ~ J PLANS --- `�- EX. EDGE OF PAVEMENT DRAIN PLANS TO 95% OF MAXIMUM DRY DENSITY AS ASTM SHEET WHERE SECTION IS SHOWN (n � b v� BGRADETERMINED TO A DEPTH OF 1.0' BELOW TOP � SUBGHRADE AND 1.0 TO EACH SDE AN 1. EACH SI D7y19S;a7.TR:�1nbI9;Lb�;en4iri 936 Know what's below. Cal before you dig. {" l- 1336 A/-3 CITY RECORDS NO: SCALE: 1" = 50' 50' 25' O' N 50' 100' o= W z 936 Know what's below. Cal before you dig. {" l- 1336 A/-3 CITY RECORDS NO: = y� 0 N o= W z Z yZ, V rn FM n m 0a� 0 Z2 Q J W 0 4 W m C m l eu e�< R bb Or, N >L P P1S7D z 0 rn w _ Z J W d W W /QC z <W W 2 Q > 6Lu J v > ti d OW IIX Z CL d W V ~ J v W 4 cr 7 ~ (n � b v� a F W N YEADON WAY SEE SHEET 6 20 20' �m JO' 2 nn 30' JI m� �I 1 �3 J + 00 M M - � µ N } } M Q 1 N N mn ¢ 1 n Q gm m N N = 3 V V + 3 3 U i 1 Oi:VI O ss NO .: IWNESQ N �I 1, �� • �.- N PUGIN PLACE SEE SHEET 7 T I 20' ' 20' J 30' 30' o wiJ' j ` g- I JJ �a 11 4 W 5 rLL 7 8 9 j10vMeM I Np aaim MM W4: tV M ryaj♦ �{ n <Y1 I N (jU Y M Yry' MMPI ¢1�1� ¢ (V tV nr JO n}{n. QO+ YlV YN M y. M f010 YpI r^ p NNIQ-I� ++LL MMI $+ 3} b 3DJ N+ M ++y�M'J M I + I �++ml 3+ UQ6 Z QQ UNDO ��O I -NI- MM I� �ci Imo- �'pI �aI R/W oN d o tidd J ddb-�>r� �¢ of zF Q M L Fl 18"D 5 (TVP.) 4 4 7433'W (a--682.34' _ _ . -12+00 -®.-13+00-.5 14+ -g 8 S 15+-eg16+00-. 8 S _ - 02 2 1 5 (TVP.) 18b oo ,n FL 18"D � SIR SECTION M IT 1 18°D 0 _ _ - " j" 3 R/W 2020 3p, �mLL6+ l 7'6y'OrcpOII f � d 1I1I 3>pa V"r^'1 8 1KU-n tyi US " d - ~U1LL�25 23 14 a/ p 24 22 I1II 0 "} 1 I atm I ED m0, W 4: IAO I I Nh I MYl nr mail 1 nm 15 mm ool mm+ dd Ir + In +1 1 1 1 ++ ++1 1 wwvl >dd Iv �l ��cf ".M �rd-a i romU� i 1 r-� .yM a vI '-WAY -r-- � -�- �---- -r------i------I- _ET6 I BURNHAM STREET STA. 10+00.00 C.L. TO 22+32.34 C.L. SCALE: i" = 50' HORIZONTAL 12 356 354 352 350 348 346 344 342 340 338 336 10+00 SCARPA STREET SEE SHEET 9 n 20� 20 V 6 I 30' p30' 8 I T$ I I^ 5' t ++ m U TII mNN N 1. 3 (g n/rwl CB Y LL LL LLm i`R/W } >< yr 3 8.1. '13_ rcmT s 110 �� 10 �x M M a 1 a 37 36 d �� H 0:4t mss$ b ss il,m �ro <s I 20, - 20' W} -ii yr -i a7' vii v�iam' I . 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 STA. 10+00.00 C.L. TO 22+32.34 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL E rA Ise IT = CURVE TABLE EXISTING RESIDENTIAL DEVELOPMENT RADIUS LENGTH I TANGENT DELTA C1 TRACT 6578 31.42 20.00' 9000'00' C2 20.00' 26.55' 15.65 76'04'14" C3 20.00' 33.65' 22.37' 96'24'04" C4 50000' 20.67' 10.34' 02'22.07" C5 500.00 140.73' 70.83' n n I 13.70' 1 22'25'35' I 84.00' I o oN 134'51'11" 3 35.00' 1 54.98' 1 35.00' 1 90'00'00' g g N n it S N JIo .r �J I 1 u. .I "- I 2 1 1 JJ .LL I - alm r7' U Ili WI yyOy��j aj N�r < .6.o niti /GING+ U NN i aI i +� Il�NI 7'.3 S � Cm > N+I >m ml >UN O >O NNCJNN Ff p� W VIN 20CJQ N �d U¢Q Ur�F "W N'OQiIQ-fG-�6HN'() iiI w FL N Id rnm In wn In 3 7'-n 18"D u oN n N8974'33'W 19-00 -387.80' __ -20 SCARPA STREET SEE SHEET 9 n 20� 20 V 6 I 30' p30' 8 I T$ I I^ 5' t ++ m U TII mNN N 1. 3 (g n/rwl CB Y LL LL LLm i`R/W } >< yr 3 8.1. '13_ rcmT s 110 �� 10 �x M M a 1 a 37 36 d �� H 0:4t mss$ b ss il,m �ro <s I 20, - 20' W} -ii yr -i a7' vii v�iam' I . 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 STA. 10+00.00 C.L. TO 22+32.34 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL E rA Ise IT = CURVE TABLE CURVE RADIUS LENGTH I TANGENT DELTA C1 20.00' 31.42 20.00' 9000'00' C2 20.00' 26.55' 15.65 76'04'14" C3 20.00' 33.65' 22.37' 96'24'04" C4 50000' 20.67' 10.34' 02'22.07" C5 500.00 140.73' 70.83' 16'07'33' CB 35.00' 13.70' 6.94' 22'25'35' C7 84.00' 197.70' 202.06' 134'51'11" C8 35.00' 1 54.98' 1 35.00' 1 90'00'00' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 STA. 10+00.00 C.L. TO 22+32.34 C.L. R/W SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: LEGEND (CONT.) LEGEND (CONT.: CONSTRUCTION NOTES: ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: i CURVE NUMBER FOR CURVE DESCRIPTION F.L. FLOWJNE POVC POINT ON VERTICAL CURVE R1G O O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.O. STD ST -1 10 INSTALL TYPE III BARRICADE PER (CA) SI S 'RI -l' -STOP STANDARD PLAN A73C WITH W-31(CA) SIGN AT A C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "55-2" -END SCHOOL ZONE ® ITEM OF WORK -SEE SCHEDULE CONSTRUCT 4.5' COMBINATION SIDEWALK ON LOCAL ROADS & /TRACT BOUNDARY. REMOVE AND SALVAGE °RES -i" - ONE WAY PHASE /TRACT ELEVATION EVC END VERTICAL CURVE "R5-1" - DO NOT ENTER "W3-1' - STOP AHEAD 1 FACE OF CURB STATION - SEE TABLE O 5.5' COMBINATION SIDEWALK ON COLLECTORS/ARTERIALS PER SIGH WITH CONSTRUCTION OF ADJACENT PHASE. B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECT10N 'R26(CA' - NO PARING ANY TIME "W31(CA)" -END C.O.B. STD ST -5. "W14 -t' - DEAD END EBC ENO CURB RETURN PRC POINT OF REVERSEDCURVATURE CURVATURE 'R3-7" - KEEP TURN ONLY CONSTRUCT TYPE DA MEDIAN CURD PER CITY OF j BC END CURVE PCC PONT OF COMPOUND CURVATURE "R4-7' - KEEP RIGHT WI4CA) - NO OUTLET -PIPE SIZE O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 11 BAKERPIELD STANDARD ST -2. EC END CURVE TO TGA OF CURB 'R3 -Y -RIGHT LANE MUST TURN RIGHT() -BIKE LANE 4"W UTIUtt: W -WATER D -DRAIN CERPIVC PONT OF INTERSECTION TP TOP OF PAVEMENT 'R7-9" - NO PARKING BIKE LANE G -GAS S -SEWER ® STTAANDARDTPLANDICAP R.S P. RAMP A88A P2002AR PANS CASEO"A REVISED OF VERTICAL CURVE FC FINISH CONCRETE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTES: CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER SIOEWAE P.O.C. PONT ON CURVE FC RIGHT-FINISHEOF-WAY CONCRETE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAM PLANS FOR STORM BRAIN PLANS O C.O.B. STD. DET. ST -7. PA PROPERTY UNE R/W RIGHT-�-WAY PROPOSEDE.P. EDGE DE PAVEMENT A.P. ANGLE PONT ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER AND DETAILS. 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR , F.O.C. FACE OF CURB C&G CURB AND GUTTER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TPE'B' A.C. OVER 0.40 OR O AS DIRECTED BY CITY ENGINEER.CME P.A.F.L PARKING AREA FLOW LME EX. EXISIING s SEWER -REFER TO SEWER &STORM DRAIN PLANS COM (PER PLAN) AGGREGATE BASE OVER QCOMPACTED 0.G TO BE � FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. SID. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B.C.0SID, 51-9. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -9. ST -22. G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. WINDERMERE STREET - PAVEMENT TO BE 0.35 TYPE'B' A.C. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER 22+00 23+00 t2 OR T. 911 SEEM 0S COMPACTED 00 TO PROPOSED TYPE "B" 95% REL.ARVE DENSITY OMB & GUTTER (A1 LOCAL STREET SECTION 3 SCALE: N.T.S. STAT" u EXISTING SURVEY MONUMENT ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 0.40' AGGREGATE BASE OVER 1.25 COMPACTED B.G. TO ® STA 10400.00 C.L TO 4.5 44 0.2' 0.46' BE CGUPACIED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CALTRANS STANDARD PECIFICATION PTH-02ALKYD, 6. SIMGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS STA, 14441&01 C.L TO O FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES 63 FURNISH & INSTALL METRO STREET SIGN PER C.D.B. STD. PER C.D.B. STB. ST -7. EXISTING SEWER 4. ALIEN ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.75' AGGREGATE BASE OVER 1.30' COMPACTED O.G. TO BE PER C.O.B. STD. DET. T-33. T-1. INTERCONNECT CONDUIT COMPACTED TO 95$ RELATIVE DENSITY PER C.O.B. SID. ST -9. o FURNISH & INSTALL STREET UGHT-5800 LUMEN PER COB --- CENTERUNIE - '- STORM DRAIN - REFER TO SECTION DESIGNATION: 22+00 23+00 t2 OR T. 911 SEEM 0S COMPACTED 00 TO PROPOSED TYPE "B" 95% REL.ARVE DENSITY OMB & GUTTER (A1 LOCAL STREET SECTION 3 SCALE: N.T.S. STAT" T.L SIP AO A.B. S.G. STA 10400.00 C.L TO 4.5 44 0.2' 0.46' O.SG STA 14+0&01 0.L. 6. SIMGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE - -a- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET EX. EDGE OF PAVEMENT REFER TO SEWER &STORM STA, 14441&01 C.L TO 4.5 63 0.2' 0.40' 0.60' STA 22+32.34 CI ' ' ' SEWER & STORM DRAIN PLANS 5. ALL CATCH BASINS TO BE TYPE 'A' WITH 35' OPENINGS PER STANDARD OR APPROVED EQUAL -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER PHASE BOUNDARY -------- °-- EXISTING STORM DRAIN C.0.B. SID. D-14, UNLESS NOTED OTHER'MSE. SECTION A L- C.O.B. STD. ST -23. -- TRACT BOUNDARY STORM DRAIN MANHOLE - 6. SIMGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE - -a- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET EX. EDGE OF PAVEMENT REFER TO SEWER &STORM COdSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTION TO ASR DE MAXIMUM DRY AS OETERAE ASTM 2 PLANS DRAIN PLANS TOP O TO A DEPTH OF 1.0' BELOW TOP OF SUBGRA6E AND 1.0 TO EAOR SIDE AN 1. EACH SI STREET WHERE SECTION IS SHOWN SCALE: 1" = 50' 50' 25' 0' 50' 100' ill ® m Know whars below. 0111 before you dig. X i t 356 354 352 350 348 346 344 342 340 338 336 10+00 356 354 352 350 348 346 344 342 340 338 336 GERBER I _ _- - ---� 29 --- - _- , SEE 9H f 1 Il I 77 o m 35 jj 2}'r RE2+E�_T U��'S'ppErxCIIVaK-.r IXNP +rQ-Ul�lll b '�>6+1-4Nti�_'Jry_�';`4YeJ/�Ri- _- S-- _.._q FOqmm+_+L_ -1II1�____.o(>�_..,_«riI_IhV�rv_.+.s F.S ®_W>cz.+_I.^¢kN`+Tr.eOm+bQhv8--.1III5,,�ieai-3n-lr_l7rdI1_I 4ya-3---.�._I.__._._:N�. j%i J,-N4mm•e' 3d_3a .3y St_ SS76 JL 2J0iW+00O�aN.a8-� Il� 3o4i ao 1 �- _ {- I _32 3®� Vg 31 3 01" +t + R W®O 32 a.33,_�+1 -� 37 +-+ R/^ RlW eR (TYP.)9 'Ill"k 12+00 - FL S(TV.)��_. . 2 D- 3160- <4'33 w -f FL 9400 N89 15+ .70_mw_2433"W2'33 R/W_ 4. SS� -'FF1 3 Vi I ' 6' BLOCK WAU, PER I ! SEPARATE PLANS ,e I Ij 1 p I a <�v � o a ! o J ' w ctW I lJ 12 I JJ I ! r4 13 15 Q wksr c>+of I^ + „rl n + ry � v� Hou cV�invi RW v✓ i -I- 9'S 'N 4 EX. r, 33 W -I- n w o4N8'23322+a.2'- 20 io. n E.C.R. R 20 ( 7Q' 1. -o a �w :-T =vmi r STA. 73+5 .0� 0 C.L. 20.000 R7. = la; %w 1 R�}§' Y.ea o RJW �� + 51 ¢ STA. 13+55.00 F.L. 1^ 30 w3O g a In O• a tg z u 1= 30' 30 45 < °+' d 1$ o $ 5 iti N u 3J z + o�W�S eov £ 4'l -• INTERSfCTGN �hd 44 r rr 3 %(� ±r - 5 a �T rQP STA. 13+76.00 C.L PIANO DRIVE = Iv' S N �aoo 29 � ', ,-< L3 �� L2 n STA 71#29,27 C.L Lr.N3(IRI COURT �,_LIR -+-+ •� roh®� �! N Ju. � n! .`° tiLL-...�_...._Y._.-.�..._mhey.�,__._..____ cJa �__ F"4 ei Y.. cr v 1. ®13<Q. 6Ni Ni j,:l M1h 6.NN �a{ U °yp mNN l� 46 50J19 43 3 28 1 VENTURI COURT ZUMTHOR COURT HERZON COURT SEE SHEET 7 SEE SHEET 7 PIANO DRIVE SEE SHEET 8 NOTE' SIMULTANEOUSLY• SURFACEDED RUNOFF TO DRAIN STA. 10+00.00 C.L. TO 24+72.70 C.L. TO TEMPORARY INLET AT INTERSECTION OF SCALE: 1° 50' HORIZONTAL PIANO DRIVE & VENTURI COURT, SEE SEWER & STORM DRAIN PLANS FOR DETAILS mom.__.®...._. _....e___�„..__. JJ C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. Ij ++� 1 o NNE BARING m+ I ZRq Cl tj P J �F 24 26 20+00 21+00 jg 0 ✓c� SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR 0 FACE OF CURB C&G CURB AND GUTTER f I p 06 O O 2. M1M1 6 o J- O } A AS DIRECTED BY CITY ENGINEER. %I 1 I 1 tl� V + 30.69' 0.45' (PER PLAN) AGOREGA'!E BASE OVER ISO' COMPACTED O.G. TO BE C6 00.0' TiJ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. SCALE: 1" = 50` HORIZONTAL 356 COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. fl CONSTRUCT t2` WIDE CROSS GUTTER PER C.O.B. STD. ST -9. I� ST -22. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. WINDERMERE STREET - PAVEMENT TO BE Q.W TME 'B" AC o 1" = 5' VERTICAL R J EXISTING SURVEY MONUMENT LEGEND: --� 344 EVER 0.40' AGGREGATE BASE OVER 1.25' COIpACIED O.G. TO 0 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER --1 LEGEND (CONT. LEGEND (CONT.: CONSTRUCTION NOTES: CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. C2 t FLOINJNCENTER. POVC PONT ON VERTICAL CURIE FURNISH & INSTALL TRAFFIC SlfkdS PER CO.B. 570. T-19: 'R1 11+00 S .g 1 CONSTRUCT TYPE °R' CURB &GUTTER PER C.O.B. STD ST -1 - ---- -I -3-W-_'_-_=........ 1, PER G.D.S. STD. DET, 7-33. --N89243ta?iD °55-2° COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. RTO. ST -9. + (CA)CALTRANS SWIG STANDARD PLAN WITH W-31(CA) SIGN AT C,L CENTERLINE BEGIN VERTICAL CURLS 'R8-1" - ONE WAY 12 ® ITEM WORK -SEE SCHEDULE JJam�\\ CONSTRUCT 4.5' COMBINATION SIDEWALK ON LOCAL ROADS & 5. AN BOUNDARY. REMOVE AND SALVAGE BOUNDARY. EL.EV, ELEVATOR f 2 'RS 1" DO NOT U 1 FACE OE CURB STATION - SEE TABLE �J 5.5' COMBINATION SIDEWALK ON COLLECTQRS/ARTERIALS PER SIGH WITH CONSTRUCTION CF ADJACENT PHASE. SIGH NTH CO B.C.R. BEGAN CURB RETURN dM INT POINT � INTERSECTIQN 'R26 CA - NO PARKING ANY TIME PARKING CA -ENO (,) z N C.D.B. STD 5T-5. a I E.C.R. END CURB RETURN PRC N `R3 -5R° - RIGiT TURN ONLY 'RMI 'W14-1 - DEAD ENO 'WT4-2' - NO OUTLET PIPE SIZE (fig) INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. 11 � n, BC BEGIN GOP,VE PCC PONT 0 COMPOUND CURVATURE -KEEP RIGHT i I BAKERSFlELD STANDARD ST -2. EC 1T T TO TOP OF CURB 'R3-7' - RIGHT LANE MUST TURN I RIGHT °R6f(CA}° -BIKE LANE 4`W UTILITY: W -WATER D -DRAIN G -GAS S --SEWER u 40 PIYC PONT OF INTERSECTION TP TOP OF PAVEMENT 14 356 354 352 350 348 346 344 342 340 338 336 10+00 356 354 352 350 348 346 344 342 340 338 336 GERBER I _ _- - ---� 29 --- - _- , SEE 9H f 1 Il I 77 o m 35 jj 2}'r RE2+E�_T U��'S'ppErxCIIVaK-.r IXNP +rQ-Ul�lll b '�>6+1-4Nti�_'Jry_�';`4YeJ/�Ri- _- S-- _.._q FOqmm+_+L_ -1II1�____.o(>�_..,_«riI_IhV�rv_.+.s F.S ®_W>cz.+_I.^¢kN`+Tr.eOm+bQhv8--.1III5,,�ieai-3n-lr_l7rdI1_I 4ya-3---.�._I.__._._:N�. j%i J,-N4mm•e' 3d_3a .3y St_ SS76 JL 2J0iW+00O�aN.a8-� Il� 3o4i ao 1 �- _ {- I _32 3®� Vg 31 3 01" +t + R W®O 32 a.33,_�+1 -� 37 +-+ R/^ RlW eR (TYP.)9 'Ill"k 12+00 - FL S(TV.)��_. . 2 D- 3160- <4'33 w -f FL 9400 N89 15+ .70_mw_2433"W2'33 R/W_ 4. SS� -'FF1 3 Vi I ' 6' BLOCK WAU, PER I ! SEPARATE PLANS ,e I Ij 1 p I a <�v � o a ! o J ' w ctW I lJ 12 I JJ I ! r4 13 15 Q wksr c>+of I^ + „rl n + ry � v� Hou cV�invi RW v✓ i -I- 9'S 'N 4 EX. r, 33 W -I- n w o4N8'23322+a.2'- 20 io. n E.C.R. R 20 ( 7Q' 1. -o a �w :-T =vmi r STA. 73+5 .0� 0 C.L. 20.000 R7. = la; %w 1 R�}§' Y.ea o RJW �� + 51 ¢ STA. 13+55.00 F.L. 1^ 30 w3O g a In O• a tg z u 1= 30' 30 45 < °+' d 1$ o $ 5 iti N u 3J z + o�W�S eov £ 4'l -• INTERSfCTGN �hd 44 r rr 3 %(� ±r - 5 a �T rQP STA. 13+76.00 C.L PIANO DRIVE = Iv' S N �aoo 29 � ', ,-< L3 �� L2 n STA 71#29,27 C.L Lr.N3(IRI COURT �,_LIR -+-+ •� roh®� �! N Ju. � n! .`° tiLL-...�_...._Y._.-.�..._mhey.�,__._..____ cJa �__ F"4 ei Y.. cr v 1. ®13<Q. 6Ni Ni j,:l M1h 6.NN �a{ U °yp mNN l� 46 50J19 43 3 28 1 VENTURI COURT ZUMTHOR COURT HERZON COURT SEE SHEET 7 SEE SHEET 7 PIANO DRIVE SEE SHEET 8 NOTE' SIMULTANEOUSLY• SURFACEDED RUNOFF TO DRAIN STA. 10+00.00 C.L. TO 24+72.70 C.L. TO TEMPORARY INLET AT INTERSECTION OF SCALE: 1° 50' HORIZONTAL PIANO DRIVE & VENTURI COURT, SEE SEWER & STORM DRAIN PLANS FOR DETAILS mom.__.®...._. _....e___�„..__. UNO•_y_ ?4 C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. Ij ++� 1 o NNE BARING m+ I ZRq 15+00 16+00 �F 24 34.84" 20+00 21+00 AND DETAA.S. r 16 N � LL gNy1�Um. 2 G I ffi " 17m� U4~ N tl wNN MIZNER COURT I W SEE SHEET 8 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 STA. 10+00.00 C.L. TO 24+72.70 C.L. SCALE: I" = 50' HORIZONTAL LINE TABLE C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. 11+00 NNE BARING LENGTH 15+00 16+00 17+00 L7 N OOSS52' E 34.84" 20+00 21+00 r 16 N � LL gNy1�Um. 2 G I ffi " 17m� U4~ N tl wNN MIZNER COURT I W SEE SHEET 8 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 STA. 10+00.00 C.L. TO 24+72.70 C.L. SCALE: I" = 50' HORIZONTAL P/L 10+00 C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 CONSTRUCT TYPE "A" CATCH BASIN PATH 3.5' OPENING PER 20+00 21+00 AND DETAA.S. ✓c� SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR F.O.C. FACE OF CURB C&G CURB AND GUTTER C.O.B. STD, D-14 VATHOUT WINGS, UNLESS NOTED OTHERWISE. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TME "B° A.C. OVER 0.40 OR STA. 10+00.00 C.L. TO 24+72.70 C.L. AS DIRECTED BY CITY ENGINEER. P.A.F.L. PARKING AREA FLOW LINE EX. EXISTING 47.81' 30.69' 0.45' (PER PLAN) AGOREGA'!E BASE OVER ISO' COMPACTED O.G. TO BE C6 00.0' TiJ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. SCALE: 1" = 50` HORIZONTAL 356 COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. fl CONSTRUCT t2` WIDE CROSS GUTTER PER C.O.B. STD. ST -9. I� ST -22. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. WINDERMERE STREET - PAVEMENT TO BE Q.W TME 'B" AC o 1" = 5' VERTICAL R J EXISTING SURVEY MONUMENT LEGEND: --� 344 EVER 0.40' AGGREGATE BASE OVER 1.25' COIpACIED O.G. TO 0 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER --1 LEGEND (CONT. LEGEND (CONT.: CONSTRUCTION NOTES: CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. --'' 336 F.L FLOINJNCENTER. POVC PONT ON VERTICAL CURIE FURNISH & INSTALL TRAFFIC SlfkdS PER CO.B. 570. T-19: 'R1 i CURVE NUMBER FOR CURVE DESCRIPTION O 1 CONSTRUCT TYPE °R' CURB &GUTTER PER C.O.B. STD ST -1 1G INSTALL TYPE III BARRICADE: PER ALLEN ROAD - PAVEMENT TO BE 0.45' TYPE AC OVER 0.75' AGGREGATE BASE OVER 1.30' COMPACTED 0.G. TD ERIE PER G.D.S. STD. DET, 7-33. B" STOP °55-2° COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. RTO. ST -9. (CA)CALTRANS SWIG STANDARD PLAN WITH W-31(CA) SIGN AT C,L CENTERLINE BYC BEGIN VERTICAL CURLS 'R8-1" - ONE WAY - END SCHOOL ZONE °W3-7' ® ITEM WORK -SEE SCHEDULE JJam�\\ CONSTRUCT 4.5' COMBINATION SIDEWALK ON LOCAL ROADS & 5. AN BOUNDARY. REMOVE AND SALVAGE BOUNDARY. EL.EV, ELEVATOR EVC END VERTICAL CURVE 'RS 1" DO NOT - STOP AHEAD ° °W37 1 FACE OE CURB STATION - SEE TABLE �J 5.5' COMBINATION SIDEWALK ON COLLECTQRS/ARTERIALS PER SIGH WITH CONSTRUCTION CF ADJACENT PHASE. SIGH NTH CO B.C.R. BEGAN CURB RETURN dM INT POINT � INTERSECTIQN 'R26 CA - NO PARKING ANY TIME PARKING CA -ENO (,) C.D.B. STD 5T-5. I E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE `R3 -5R° - RIGiT TURN ONLY 'RMI 'W14-1 - DEAD ENO 'WT4-2' - NO OUTLET PIPE SIZE (fig) INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. 11 � CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF BC BEGIN GOP,VE PCC PONT 0 COMPOUND CURVATURE -KEEP RIGHT i I BAKERSFlELD STANDARD ST -2. EC END CURVE TO TOP OF CURB 'R3-7' - RIGHT LANE MUST TURN I RIGHT °R6f(CA}° -BIKE LANE 4`W UTILITY: W -WATER D -DRAIN G -GAS S --SEWER u PIYC PONT OF INTERSECTION TP TOP OF PAVEMENT "R7-9° - NO PARKING BIKE LANE k CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED OF VERTICAL CURVE EC FINISH CONCRETE NOTES: L/ STANDARD PLAN R.S.P. A88A, 2002 RSP CASE "A'. S P.O.C. POINT QY CURVE PC FINISHED CONCRETE ly' CONSTRUCT TYPE 'A' CATCH BASIN NTH 3.5' OPENING PER C5� CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER P/L PROPERTY UNE RJW RIGHT -CF -WAY C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND SIM DRAIN PLANS FOR STORM DRAIN PLANS DELTA C.O.B. STD. GET. ST -7. E.P. EDGE OF PAVEMENT A.P. ANGLE POINT CONSTRUCT TYPE "A" CATCH BASIN PATH 3.5' OPENING PER 90'00'00" AND DETAA.S. ✓c� SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR F.O.C. FACE OF CURB C&G CURB AND GUTTER C.O.B. STD, D-14 VATHOUT WINGS, UNLESS NOTED OTHERWISE. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TME "B° A.C. OVER 0.40 OR _J AS DIRECTED BY CITY ENGINEER. P.A.F.L. PARKING AREA FLOW LINE EX. EXISTING 47.81' 30.69' 0.45' (PER PLAN) AGOREGA'!E BASE OVER ISO' COMPACTED O.G. TO BE C6 00.0' TiJ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. SEWER - REFER TO SEWER & STORM DRAIN PLANS 356 COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. fl CONSTRUCT t2` WIDE CROSS GUTTER PER C.O.B. STD. ST -9. I� ST -22. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. WINDERMERE STREET - PAVEMENT TO BE Q.W TME 'B" AC o 348 R J EXISTING SURVEY MONUMENT SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. --� 344 EVER 0.40' AGGREGATE BASE OVER 1.25' COIpACIED O.G. TO 0 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER --1 340 IR COMPACTED TO 95% RELATIVE DENSITY PER COZB STD. ST -9. 338 CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. --'' 336 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -T.. CONSTRUCT 78' BOTTOM WIDTH DRIVEWAY INIS WINDS N NL FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES "¢` FURNISH &INSTALL METRO STREET SIGN PER G.O.B. STD: PER C.O.B. STD. ST -7. ---.-- --- EMSTING SEWER 4. ALLEN ROAD - PAVEMENT TO BE 0.45' TYPE AC OVER 0.75' AGGREGATE BASE OVER 1.30' COMPACTED 0.G. TD ERIE PER G.D.S. STD. DET, 7-33. T -t. fNTERCONNEGT CONDUIT COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. RTO. ST -9. �® FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER G.Q.B. -- -- CENTERLINE STORM DRAIN - REFER TO 'A* SECTION DESIGNATION: SEVER & STORM DRAIN PEAKS 5. ALL CATCH BANS TO BE TYPE KITH 35 OPENINGS PER -�- STANDARD OR APPROVED EQUAL FURNISH Se INSTALL STREET LIGHT -9500 LUMEN PER " PHASE BOUNDARY _----- EXISTING STORM DRAIN I C.O.B.STD. 0-14, UNLESS NOTED OTHERWISE SECTION LETTER A C 0 8 STD ST 23 --- TRACT BOUNDARY STORM DRAIN MANHOLE - 6. SLBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE I - _ _ _ _ ... . - . CONSTRUCTED TRUE TO GRADE AND GROSS SECTION AND COMPACTION >- EXISTING STREET UGHT' PER SEPARATE APPROVED STREET '� REFER TO SEWER &STORM 2 -------- EX. EDGE OF PAVEMENT TO 95% OF MAXIMUM DRY DENSITY AS SURCEASE AN 87, ASID EACH SI PLANS DRAIN PLANS TO A DEPTH OF 1.0' BELOW TOP OF SUBGRAOE AND 7.0 TO EACH SPD. SHEET WHERE BECTON IS SHOWN CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA G 2OOV 31.42' 20.0' 90'00'00" G2 SAW 33.16' 21.82' 94'59'19' C3 C4 20.0' 30.00' 34.31' 4&96' 23.13' 29.64' 9817,34' 8941'34" C5 30.0' 47.81' 30.69' 9118'18" C6 00.0' 921.56' 68.08' 13S546° a Pal mill {j(J/ COMBINATION OCIMESIDEWNNATION SERNMJC Q AHK J' P O.G, TO TME "D" PROPOSED TYPE'B' 95X RELATIVE DENSITY an It GUTTER CURES & GUTTER A LOCAL STREET SECTION 4 SCALE: N.T.S. 356 x ®gym 4 -- a 354 a r RRo -' 352 � 350 -- 348 I 344 342 340 338 r -J 336 «..1. 25+00 356 -I 354 I� r -.m 4� O i 352 (rN~ 350 o 348 R J - -! 346 --� 344 - 342 --1 340 w m nai trV W 338 £ --'' 336 25+00 SCALE: 1" = 50' Ca Ii before you dig. 50' 25' 0' 50' TOO' CITY RECORDS NO: x ®gym ex - S, e: r RRo � « « UP 1. « i r�,. I ME' r « 1 «..1. SCALE: 1" = 50' Ca Ii before you dig. 50' 25' 0' 50' TOO' CITY RECORDS NO: x ex - S, e: 4 N 0 N Iuo^a I� r -.m 4� O i (rN~ z o I R J a> w m nai trV W s m £ Y m N NL T} 5 tV /% I £ i 7 I I 3 I I £ N i I I k 1 S f S ! I I r3 r CL w Z a JU Wx VLU in 4 000 ccz � 1 - Fw �y ou LU 6 cc _ w Ic ca G jjj I ® 4 I S BV0901" E 48.DO' 81 18 S 89'04'11° E 42.00' vW m 41 IW z m 5 89V4'11° E 42.00' z z ' 0 3Qi1 ! � � B9`0411" E 48,00' Y 55' I 1° IWPQR ARY-SUMP SCALE T•=2D' AN EASEMENT FOR ROAD ' 1b PURPOSES IN FAVOR OF THE CITY OF BAKERSFIELD RECORDED APRIL 21, 2016 AS DOC No. 0206098372, O.R. WR UTA s = n REQUIRED VOLUME: 0.050 AC -FT AREA: 0.30 AC A, C=0.95 VOLUME REQUIRED: 0.15xO.95x0.3O= 0.043 AC -FT VOLUME PROVIDED: 0.050 AC -FT 30x48=(1440/43560)x1.5'= 0.050 AC -FT / 1 �J 344.83° T.C. ==24 OF BAKERSFIELD STREET MGHT-OF-WAY PER DO:. NO. 0206098312 O.R. 4 7 a a s -4 END FUM PIEI AN ATCT G STA. 29+20.03 RL 7.00 LT. j N %3 Ui 43 TRACT BOUNDARY STA. 29x20.48 Cl. I END MEDIAN ATCN EXISTING SLA 29+2DA3 CL TCO RT. Lf 345.60 LG so 0°5549' E 551 27+40 4 r e?1 F H. E 2 I It R/W f - -}. EX. TYPE 91 T4 REMAitJ *+ T I ° II TO DE REMOVED VIN FUTURE. 2' WALL FOOTING EASEMENT z. DEA10PMENT OF ALLEN ROAD TO BE DEDICATED PER FINAL MAP o (CONSTRUCTOR OF TRACT 7334) Q 4 x C3LOT °G'Ex 7mcT em ALLEN ROAD (ALLEN ROAD IMPROVEMENTS TO BE CONSTRUCTED WITH PHASE 2) STA. 23+23.85 C.L. TO 29+20.48 C.L. SCALE: 1" = 50' HORIZONTAL 23+00 24+00 25+00 26+00 2.7+00 28+00 29+00 STA. 23+23.85 C.L. TO 29+20.48 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL z 1 I i GRADE 21 TO EXISTING 1 j LANDSCAPE LOT TO BE DEDICATED R 'W PER FINAL MAP 7' 2' WALL FOOTING- EASEMENT T TO BE DEDICATED I 2' PER FINAL MAP WALL 2' I i GRADE 21 TO DUST94G TYPE °M° MEDIAN 9' LANDSCAPE LOT TO BE DEDICATED PEit FINAL MAP /j e SCAPE 2' WALL FDUANG EASEMENT DT TO BE DEDICATED 2° PER FINAL MAP ® DRILL ISILAND WALL AGO, SAM PROPOSED CURB IN OU-,a� . $° commAym smomAx PER 0.08, 510. sT-S B ALLEN ROAD SCALE 1 -10° T.I.-9.0 R-50 (TO BE CONSTRUCTED VAIN PHASE 2) LEGEND: s zr CITY OF BAKERSHEID STREET of " RA21T-CI'-WAY PER DOC. NIL 2 O.R. OR � «fi CONSTRUCTION CJ n W 23+ _ NOTES. 1 �J 344.83° T.C. ==24 OF BAKERSFIELD STREET MGHT-OF-WAY PER DO:. NO. 0206098312 O.R. 4 7 a a s -4 END FUM PIEI AN ATCT G STA. 29+20.03 RL 7.00 LT. j N %3 Ui 43 TRACT BOUNDARY STA. 29x20.48 Cl. I END MEDIAN ATCN EXISTING SLA 29+2DA3 CL TCO RT. Lf 345.60 LG so 0°5549' E 551 27+40 4 r e?1 F H. E 2 I It R/W f - -}. EX. TYPE 91 T4 REMAitJ *+ T I ° II TO DE REMOVED VIN FUTURE. 2' WALL FOOTING EASEMENT z. DEA10PMENT OF ALLEN ROAD TO BE DEDICATED PER FINAL MAP o (CONSTRUCTOR OF TRACT 7334) Q 4 x C3LOT °G'Ex 7mcT em ALLEN ROAD (ALLEN ROAD IMPROVEMENTS TO BE CONSTRUCTED WITH PHASE 2) STA. 23+23.85 C.L. TO 29+20.48 C.L. SCALE: 1" = 50' HORIZONTAL 23+00 24+00 25+00 26+00 2.7+00 28+00 29+00 STA. 23+23.85 C.L. TO 29+20.48 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL z 1 I i GRADE 21 TO EXISTING 1 j LANDSCAPE LOT TO BE DEDICATED R 'W PER FINAL MAP 7' 2' WALL FOOTING- EASEMENT T TO BE DEDICATED I 2' PER FINAL MAP WALL 2' I i GRADE 21 TO DUST94G TYPE °M° MEDIAN 9' LANDSCAPE LOT TO BE DEDICATED PEit FINAL MAP /j e SCAPE 2' WALL FDUANG EASEMENT DT TO BE DEDICATED 2° PER FINAL MAP ® DRILL ISILAND WALL AGO, SAM PROPOSED CURB IN OU-,a� . $° commAym smomAx PER 0.08, 510. sT-S B ALLEN ROAD SCALE 1 -10° T.I.-9.0 R-50 (TO BE CONSTRUCTED VAIN PHASE 2) LEGEND: LEGENDCONT.): LEGEND CONT.): CONSTRUCTION NOTES. F.L. ASBREVIATIONS FLOWUNE POVC PONT ON VERTICAL CURVE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.S. STD. T-19: 'RS 1 CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT TYPE "B" CURD &GUTTER PER CA.B. S'tD ST -1 14 INSTALL TYPE III BARRICADE PER -i" - STOP '53-2' (CA) SIGN STANDARD PIAN A73C WITH W-31(CA) SIGN A7 C.L CENTERLN£ SVC BEGIN VERTICAL CURVE 'RB --1" - ONE WAY - STdO SCHOOL TONE "W3-1' ITEM OF WORK -SEE SCHEDULE CONSTRUCT 4.5' COMBINATION SIDEWALK ON LOCAL ROADS & PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE ELEV. ELEVATION EVC END VERTICAL CURVE `RS -1" - DO NOT ENTER -STOP AHEAD ®W3VCIA F FACE OF CURB STATION -SEE TABLE O % 5.5' CQMBINATION SIQEWALK ON COLLECTLNRS ARTERIALS PER A SIGH WITH CONSTRUCTION OF ADJACENT PHASE. BC,R. BEGIN CURB RETURN PI PONT O' INTERSECTION 'R2$(CA)' - NO PARKING ANY TIME - END CA.B. STD ST -5. ECR. END CURB RETURN PRC PONT OF REVERSE CURVATURE 'R3 -5R - RIGHT TURN ONLY 'WI4-i" -DEAD END 'EA `WI4-2" -' NO OUTLET /-PIPE SIZE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL 7-1, CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF 11 BC BEGIN CURVE PCG PONT OF COMPOUND CURVATURE --7' - KEEP RIGHT BAKERSFIELD STANDARD ST -2. EC ENR CURVE 7C YSW OF CURB "R3-7° - RIGHT LANE MUST TURN RIGHT 'R81(CA)" - BIKE LANE 4"W UTILITY: W -WATER D -DRAIN PiVC PONT OF INTERSECTION TP TOP OF PAVEMENT 'R7-9"- NO PARKING BIKE LANE G -GAS S -SEWER STANDARD CONSTRUC4PLAN OR.S.P. ABSA,ICAP RAMP P2002ER AHER CASE "A"LTRANS 2010 REVISED TO EXISTING SEWER MANHOLE 12 OF VERTICAL CURVE FC FINISH CONCRETE NOTES: �^ TCON-TRACTOR O FINISHED G ADE,ISE P.O.C. POON NT ON CURVE FC FINISHED CONCRETE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER PAL PROPERTY LINE' R/W RIGHT -CIF -WAY C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. t SEE SEDER AND STORM DRAW PLANS FOR STUN BRAIN PLANS C.O.S. STD. DE:T. ST -7. E.P. EDGE OF PAVEMENT A.P. ANGLE PONT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER AND DETAILS. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR F.O.C. FACE OF CURB C&G CURB AND GUTTER C.O.B. STD. D-14 WITHOUT WINCE, UNLESS NOTED OTHERNISE. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER BAD OR AS DIRECTED BY CITY ENGINEER. RA.F.L. PARKING AREA FLOW UNE EX. EXISTING _( SEWER -REFER 70 SEWER At STORM DRAIN FLATUS 0.45' PER PLAN) AGGREGATE BASE OVER Q50' COMPACTED G.G. TO BE ? CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -9. SCALE: T = 50 CiJ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. COMPACTED N 95% RELATIVE DENSLY PER C.0.0. STD. ST -9. ST -22. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS, 3. WINDERMERE STREET - PAVEMENT TO BE 0.35' TYPE 'B" AC 50' 25' O° 50' 100' EXISTING SURVEY MONUMENT SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 0.40' AGGREGATE BASE OVER 1.25' COMPACTED O.G. TO PAWL 12" STA LINE USING THERMOPLASTIC PAINT PER W BE COMPACTED TO 95% RELATIVE DENSITY PER CO.S. STD. ST -9. NS STANDARD SPECIFICATION PTH-02An �jj ��T� �� FURNISH Sr.NSTALL STREET SIGN PER C.V.B. STD. T-1. 9$' BOTTOM +MOTH DRIVEWAY W 3 WINDS 2-. MLA /' - 4. MIEN ROAD - PAVEMENT TO 0.45 TYPE "B' AC. ODER (q, FURNIS INTERCONNECT PUL FURNISH &INSTALL INTERCONNECT CONDUFT An PULL BOXES PER C.O.B. PER C.O.B. SSD. ST -7. V PER C.O.S. 5TY.1. DET. T-33. FT 1 &INSTALL METRO STREET SIGN PER C.Q.B. STD. - EXISTTNG SEWER 0.75' AGGREGATE BASE OVER 1.30' COMPACTED D.G. TO BE .3 -a- _ -1. FURNISH & INSTALL STREET LIGHT LUMEN PER C.O.B. �� � - INTERCONNECT CONDUIT �--- STORM DRAIN - 70 GOMPACTEq ?q 95R RELATIVE DENSITY PER C.O.D.CSN. 57-9. TO 9 ITP PER �a 7� DESIGNATION: f CTI N GN ATI ON: SECTION now what's ' -5800 CENTERLINE SEWER & STORM DRAIN PLANS 5. ALL CATCH BASINS TO BE TYPE 'A' NTH 3.5 OPENINGS PER (._ t V (DIESI " -s- STANDARD OR APPROVED EQUAL FURNISH & INSTALL STREET LEGIT -9500 LUMEN PER u .•: PHASE BOUNDARY ,__- --_ EXISTING STORM DRAIN C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. SECTION LETTER A ${ ail before 0(1 Til Y ° STORM GRAIN MANHOLE - 0. CONSTRUE FOR DRIVE APPROACHES AND CROSS OSHAM BE C.O.B. STD. ST -23. --- --^- TRACT BOUNDARY CONSTRUCTED TRUE 7O GRADE AND CROSS SECOON AND AND COMPACTION_r>-- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET REFER TO SEINER & STORM - - EX. EDGE OF PAVEMENT TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 PLANS BRAIN FLATUS TO A DEPTH OF 1.0' BELOW TOP OF SUEDRADE AND L0 TO EACH SDE SHEET WHERE ACTION IS SHAWN i } J EC. EN.C./MATCH EXISTING g STA. 11+00.41 CL 2000 LT ,f7*. TRACT %� STA 11+00.41 F.1- 1 ;J STA 14+18.32 C.L. 20.00 LT. = I i STA 14+18.32 F.L. PLV.0 .O.V.C. rej i STA. 13+93.32 CL 20.00 LT. s.94 ` .ry PROPOSED STA 13+93.32 f.L Bpd BE= WAIL. B.V.C. 9 , R o =PER SEPARATE STA. 13+ .32 O.L 20.00 LT m PLAN R W STA. 13+68.32 EL / (� 44 S" SEWER Be- GRAIN 5 1 a __. N00'35'54"E 41&32' `y I SE'.Y&.R .i 12+OUB 1u 13+00 14+00 15+00 18' DRAfN1 2 II � H, I in ry IW I �W 7�16j��Q � PARK SITE O UU' 00 y Fb0 W i?M UMM M}M Fso --r II I� rk'r}8o ^Z LLI�tA tY' NN Z P 1L' iJS YY Vi� N it dd2 R DRIVE LEFT 2 STA, 10+00.00 C.L. TO 14+18.32 C.L. SCALE: 1" = 50' HORIZONTAL IN ra � � ' I zG m nay i i u _ q k M1 yj V' � t5 Lj C3la: 346 I 344 99.53' 342 1057'59' 500.00' / II 17+00 9 dl w 1 a c5o J-4 � w F,,�1• 161.39° 8141'^^ ,1829'40" 6. SIBGRAO£ FOR DRIVE APPROACHES AND CROSS GUTFERS SHALL BE v+ z cJi oa til TOP OF PAVEMENT CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND C0AC710N "R7-9` - NO PARKING BIKE LANE 124 19�gw� is o fl ICAP RA88A,AMP P2002ER AF O"A"REVISED STANDARDNSTRUCT SHEET WHERE SECTION IS SHOWN OF VERTICAL CURVE PC FINISH CONCRETE r NOTES: r 16 TPILANDR.S P. SE CASELTRANS P.O.C. POINT ON CURVE FC FINISHED CONCRETE �„� CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER PA PROPERTY UNE R/W RIGHT-OF-WAY NO03527E 110.00"--- ' 2 IN ra � � RC3 m nay i J _ 8'56'27* k M1 yj V' � t5 Lj C3la: 346 "A" 344 99.53' 342 1057'59' 340 500.00' - 338 61.08' 17+00 9 500.00° 161.39° 8141'^^ ,1829'40" 6. SIBGRAO£ FOR DRIVE APPROACHES AND CROSS GUTFERS SHALL BE v+ POINT OF INTERS£C710NTP TOP OF PAVEMENT CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND C0AC710N "R7-9` - NO PARKING BIKE LANE -SEWER fl ICAP RA88A,AMP P2002ER AF O"A"REVISED STANDARDNSTRUCT SHEET WHERE SECTION IS SHOWN OF VERTICAL CURVE PC FINISH CONCRETE r NOTES: I o 143.71, I�-a-.'. 3 o _ 2 C3 t It k r R Clog I ;, 3rd I cam 2U g I 4 1 C4 "2 a 3 Is JI !T+ 14 131aMJ I a ti v>: I o oI `n 2 R/W-�n pJ F^ 25 ri �T wl`o .... _ ....-..:e iii$'i q 27 n3G I ,P s _ 2420 S ' € I 20 0,2d d. PIANO DRIVE I BURNHAM STREET SEE SHEET 4SEE SHEET 3 STA. 10+00.00 C.L. TO 15+36.66 C.L. SCALE: 1" = 50' HORIZONTAL 12+00 13+00 14+00 STA. 10+00.00 C.L. TO 14+18,32 C.L. SCALE: 1" = 50' HORIZONTAL 1" = F' VFRTIi~di 11+00 12+00 13+00 14+00 15+00 15+50 A LOCAL STREET SECTION 6 SCALE: N.T.S. 356 354 352 350 348 346 344 342 340 338 12+00 13+00 14+00 STA. 10+00.00 C.L. TO 15+36.66 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CURVE TABLE RADIUS TANGENT 520.00' 128.42' ..83.57- - i -, 354 Mail---- l i 11 'm� 8'56'27* 350 480,00 1 1 356 354 352 350 348 346 344 342 340 338 12+00 13+00 14+00 STA. 10+00.00 C.L. TO 15+36.66 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 13+00 14+00 15+00 SIA. 1U+UU.UU C.L, IU 14+18.62 C.L. STA, 10+00.00 C.L. TO 15+36.66 C.L. SCALE: 1°' = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1"' = 5' VERTICAL 1" = 5' VERTICAL LEGEND: LEGEND (CONT. LEGEND CONT.): CONSTRUCTION NOTES: ABBREVIATIONS FURNISH & INSTALL TRAFFIC MGNS PER C.O.B. STB. T-19: (i CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 INSTALL TYPE III BARRICADE PER CALTRANS F.L FLOWLENE NOVO POINT ON VERTICAL. CURVE RIE1 Rt -1' - STOP TD STANDARD PLAN A73C NTH W-31(CA} SIGN AT C.L. CENTERUNE BVC BEGIN VERTICAL CURVE "S5-2" - END SC1400L ZONE fl ITEM OF WORK - SEE SCHEDULE CONSTRUCT 4.S' COMBINATION SIDEWALK 4N LOCAL ROADS & "R6-1" - ONE WAY �j� PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE ELEV. ELEVATION EVC END VERTICAL CURVE 'RS -I' - DO NOT ENTER 003-1" - STOP AHEAD y FACE OF CURB STATION -SEE TABLE l`.t 5.5' COMBINATION SIDEWALK ON COLLECTORS/ARTERIALS PER SIGH NTH CONSTRUCTION OF ADJACENT PHASE. &CR. BEGIN CURB RETURN FV PONT OF INTERSECTION "R26(CA�" - NO PARKING ANY TIME •W31( A)' - END DEAD END � C.O.B. STD ST -S. CURVE. Cl CURVE TABLE RADIUS TANGENT 520.00' 128.42' ..83.57- --, 356 C2 -, 354 74.90' l 352 I 8'56'27* 350 480,00 - 348 78.15 346 "A" 344 99.53' 342 1057'59' 340 500.00' - 338 61.08' 17+00 C6 11+00 12+00 13+00 14+00 15+00 SIA. 1U+UU.UU C.L, IU 14+18.62 C.L. STA, 10+00.00 C.L. TO 15+36.66 C.L. SCALE: 1°' = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1"' = 5' VERTICAL 1" = 5' VERTICAL LEGEND: LEGEND (CONT. LEGEND CONT.): CONSTRUCTION NOTES: ABBREVIATIONS FURNISH & INSTALL TRAFFIC MGNS PER C.O.B. STB. T-19: (i CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 INSTALL TYPE III BARRICADE PER CALTRANS F.L FLOWLENE NOVO POINT ON VERTICAL. CURVE RIE1 Rt -1' - STOP TD STANDARD PLAN A73C NTH W-31(CA} SIGN AT C.L. CENTERUNE BVC BEGIN VERTICAL CURVE "S5-2" - END SC1400L ZONE fl ITEM OF WORK - SEE SCHEDULE CONSTRUCT 4.S' COMBINATION SIDEWALK 4N LOCAL ROADS & "R6-1" - ONE WAY �j� PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE ELEV. ELEVATION EVC END VERTICAL CURVE 'RS -I' - DO NOT ENTER 003-1" - STOP AHEAD y FACE OF CURB STATION -SEE TABLE l`.t 5.5' COMBINATION SIDEWALK ON COLLECTORS/ARTERIALS PER SIGH NTH CONSTRUCTION OF ADJACENT PHASE. &CR. BEGIN CURB RETURN FV PONT OF INTERSECTION "R26(CA�" - NO PARKING ANY TIME •W31( A)' - END DEAD END � C.O.B. STD ST -S. CURVE. Cl CURVE TABLE RADIUS TANGENT 520.00' 128.42' ..83.57- DELTA 1555'46` C2 480.00' 74.90' 37.53' 8'56'27* C �C4 480,00 154.94 78.15 18'29°40" "A" 520.00' 99.53' 49.97 1057'59' C5 500.00' 121.56' 61.08' 1355'46" C6 500.00° 161.39° 8141'^^ ,1829'40" �4 END CURB RETURN BEGIN CURVE PRC POINT OF REVERSE CURVATURE PER C.O.B. STD. DET. T-33. ft3-5R -RIGHT TURN ONLY 'R4-7' 0074-2" - NO OUTLET /^-PIPE SIZE Q CONSTRUCT TYPE M MEDIAN CURB PER CITY OF INSTALL STREET SIGN PER G.O.B. STANDARD DETAIL T-1. 91 BAKERSFIELD STANDARD ST k.: POC POINT OF COMPOUND CURVATURE "A" c��+ �+-p• C- Tt rip � SECTION ®N �L.rJIGNA I ION: EGA BC v END CURB RETURN BEGIN CURVE PRC POINT OF REVERSE CURVATURE PER C.O.B. STD. DET. T-33. ft3-5R -RIGHT TURN ONLY 'R4-7' 0074-2" - NO OUTLET /^-PIPE SIZE Q CONSTRUCT TYPE M MEDIAN CURB PER CITY OF INSTALL STREET SIGN PER G.O.B. STANDARD DETAIL T-1. 91 BAKERSFIELD STANDARD ST -�` FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. POC POINT OF COMPOUND CURVATURE "A" c��+ �+-p• C- Tt rip � SECTION ®N �L.rJIGNA I ION: - KEEP RIGHT "R81(CA)" 4"W UTILITY: W -WATER D -DRAIN SM & STORM DRAIN PLANS -2. EC ENO CURVE TO TOP OF CURB C.O.& STD. D-14, UNLESS HEART OTHER'MSE, "R3-7" - RIGHT LANE MUST TURN RIGHT - BIKE LANE G -GAS S SFGRM DRAIN MANHOLE - 6. SIBGRAO£ FOR DRIVE APPROACHES AND CROSS GUTFERS SHALL BE PoVO POINT OF INTERS£C710NTP TOP OF PAVEMENT CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND C0AC710N "R7-9` - NO PARKING BIKE LANE -SEWER fl ICAP RA88A,AMP P2002ER AF O"A"REVISED STANDARDNSTRUCT SHEET WHERE SECTION IS SHOWN OF VERTICAL CURVE PC FINISH CONCRETE r NOTES: r TPILANDR.S P. SE CASELTRANS P.O.C. POINT ON CURVE FC FINISHED CONCRETE �„� CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER PA PROPERTY UNE R/W RIGHT-OF-WAY C.O.B. STD. D-14, UNLESS NOTED OTHERM7SE. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS C.O.B. STD. DET ST -7. E.P. EDGE OF PAVEMENT A.P. ANGLE PUNT CONSTRUCT TYPE 'A" CATCH BASIN NTH 3.5' OPENING PER AND DETAILS. SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR EEO. FACE OF CURB C&C CURB AND GUTTER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE'S' A.C. OVER 0.40 OR ,� �J AS DIRECTED BY CITY ENGINEER. P.A.F.L PARKING AREA FLOW EINE EX. EXISTING BASE OVER 0.54` COMPACTED OG' O.G. TO BE BASE O C 0.45' PER PLAN)%REL J FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. _-_ --_ __ - _ ____ - SEWER - REFER TO SEWER &STORM DRAIN PLANS COMPACTED TO 5S GREGATE RELATIVE PER 5V STD. ST -9. 7* CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -9. ST -22. {1 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. MNDERMERE STMT - PAVEMENT TO BE 0 35' TYPE "8'. A.C. ,J+ EXISTING SURVEY MONUMENT SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 040' AGGREGATE BASE OVER 1.25' CUdPACTEO OG. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER FURNISH & INSTALL STREET SIGN PER C.O.B, STD. T-1. ` CONSTRUCT 18° BOTTOM WIDTH DRIVEWAY W/3' VAidGS BE COMPACTED TO 951 RI DEN51'1Y PER C.O.B. 51D. 3T-9. KY N$ STANDARD SPECIFICATION PTHUIT Q`:-" PER COB STD SP -7 4. AllkTd ROAD - PAVEMENT T'0 BE A4.5' TYPE `O`s-O. OVER FURNISH L FURNISH &INSTALL INTERCONNECT CONDUIT &PULL FOXES & + FURNISH & INSTALL METRO STREET SIGN PER C.Q.B. STD. - _. EXISTING SEWER 0.75' AGGREGATE BASE OVER 1.30' COMPACTED DC TO BE PER C.O.B. STD. DET. T-33. -- T -t. ------- INTERCONNECT CONDUIT COMPACTED TO 95% RELATIVE DENSITY PER C.0.& 57D. ST -9, -�` FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. CENTERLINE -' STORM DRAIN - REFER R7* "A" c��+ �+-p• C- Tt rip � SECTION ®N �L.rJIGNA I ION: SM & STORM DRAIN PLANS 5. ALL CATCH BASINS TO BE TYPE PATH 3.5' OPENINGS PER STANDARD OR APPROVED EQUAL. - -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER •- <= PHASE BOUNDARY --->---- EXISTING STORM DRAW C.O.& STD. D-14, UNLESS HEART OTHER'MSE, SECTION LETTER C.O.B. STD. ST -23. --- TRACT BOUNDARY SFGRM DRAIN MANHOLE - 6. SIBGRAO£ FOR DRIVE APPROACHES AND CROSS GUTFERS SHALL BE ---- -A SCALE: 9" = 80' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET REFER TO SEWER & STORM CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND C0AC710N .2 50' 25' O' 50' 100' pt ANc _ _-. EX. EDGE OF PAVEMENT DRAW PLANS 7tl 95% MAXIMUM DRY QTY AS DETERMINED BY ASTM D-1557 SHEET WHERE SECTION IS SHOWN r 1 a 61 a (� PIANO DRIVE PIANO DRIVE BURNHAM STREET SEE SHEET 4 SEE SHEET 4 S SEE SHEET 3 IIt It \` p N Sig 9 + p I b p Z 171 y � i du: n 3 ani \ Jn ebv 1 ! I�'�11w r ys\ 50 01 28 `4p`��_?% 3ab¢ mo�ap• cncir ,'eLL<+�n-11tT c>- oiS ci_0"�'�mnai'. 0O"�<e'i'x cziro•�rJ-i ao_ro¢rJ+ �IIII 14 'Mmz�e r!;:II . ° f �i�icr�niavT0pz. . ..__.. .e.__" -"'.s__ _- ImoO+ _-_____y�o44�_i 49 42 + u -_-q-}- -cV •JI+.-: z�a�, ® 16 J1r,�®f Of f 34 v6 f f 2 -._InCt, -T-O REMAIN5+ - - .. ORIV-Av 48 2 4 I n IIA 9+28.2.'., EL 2 3 � i p 2 � OL FLm @REAK/P.1. N 03527° E 129.2T _ _ ' N 0'3527' E 129.27' 1 v , R .3527`_E `� H-HAJ TS&OO CL - - ..._. __. _ __ 1 14000 - - DYE EX.- AOE SEWER 1-28.23 FL LT & R7 2 + i 3 C4tA e PI 1 s-11+00 I� v I 1 STA. 9+5&oD CL - f , 7 1 pK'tiSF 1 C2 i STA. 9+28.2.3 F.L. E.T.& R7 1 7 I - 1 0 I g n - rj .-f.L BARRICADE 30 4 t, 4 2 ®,ems SE- K'pLL a b 3 ( y n 1 3i$$& 4 s� d`EK. FENCE TO REMAIN "~ gqi ,AAg y1P v�.,.. I 1 $ 1 Fez 4p 'Soy^ 4' It .'. 3e._6_...__........__®1 _4 ® 4 '- 0pn -- � �Yd Vi TAT_6576x 31 40 �=2 as - 45 as I 37 12 139 47 ) 0 6 38 13 _ 06.6 _ PIIEANOHEET DRIVE PIANO4 ZUMTHOR COURT SEEHEET DREVE BURNHE SMHEEET STR£ET PUGIN PLACE STA. 1Q+QQ.QQ C.L, TO 11+29.27 C,L. STA. 10+00.00 C.L. TO 11+29.27 C.L. STA, 10+00.0Q CL TO 11+40.00 C.L.. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL --- 356 35$ -- I_ 358 356 356 w n-_ - 354 354 356 356 354 354 Q 352 352 x N> W 352 35352 + n _ 354 It 350 - 352350 350 350 352 im v< N< i wnmi<-34$ 348 34$ + ti _ 8 350 : a d 35034$ w Ls #ISD - - +346 34$ P 346 348346 D APRQXEXISTING GROUND 0 G.L APPROXIMAFEXSTNG 344 3 346344 342 I s 6.25x 3 342 �PRGPOSEO WES$ F OW ]NE 342 R R 344 I'~ iPe WEST +�aW�1NE -5 ,o s5x 344 /W IW 5 p.2sx 340 - 340 I 342 ;- 342 - ' -Y EX. PLO NE` 340 �RaPpsm ver F 6r -- , 340 340 33$ f - i ------------- 338 -- , - 338 5 s _ 5 - - - 340 i �, 336 -- w 338 �- 338 x 36 o 9+DO STA. 1Q+00.00+C0L. TO 11+29.271100 11+ z 1 336. 1336 338 9+00 10+00 11+00 11+50 10+00 11+00 12+00 12+50 STA. 10+00.00 C.L. TO 11+29,27 C.L. _ _... -. #Z.D% t20T pox STA. 10+00.00 C.L. TO 11+40,00 C.L. - SCALE: 1 50' HORIZONTAL 1 = 5' VERTICAL i _r �_ HORIZONTAL 1 5' VERTICAL SCALE: 1 50 HORIZONTAL ° 35$ - ---- 1" 5 VERTICAL 356 - r -- 356 356 -- 356 COMWlwra:.T COMBINATION SCALE: 1" 50 HOR --r � 358 SIDIREALK 3p -_-p a - 354 356354 LED! O.G. TO zrePROPOSED CURB a CUTTER am 354 354 352352 352 352 LOCAL STREETTIVE CTION m j xw; W > < 8 h 7 w i»,fff T352w SCALE: N.T.S:350 350 350 352 350 T.I.-05 R MA IE 63 a I!ro<s> a2s;a y �_- m G 350 a¢ ss D.zsx 3 50 348 348 34 348 34$ 3480 AMGR ND M C. 346 346 346 APPP Ma E EXISTIAppffOX]NG NG 346 GROUND a C.L. .- 346 344 _I _ GRA --L w 344 344 _ - - - _. Y 342 342 344 � � R.aW INC 344 S=� 0.25x - -_ _._ ..,i ME } PROPOSED EAST FLOWLINE - ._. - EX. PRa�csm easT RoxuE s G.z6x -- 340 3DPGSEGBr aGa 340 342. 342 342 40 338 _ 338 - - - 33$ 340 = - 340 33$ 4fl 338 33$ 336 + - , _ ! 336 336 �- - -' 336 10+00 11+00 12+00 12+50 9+00 10+00 11+00 11+50 9+00 10+00 11+00 11+50 0.00 C.L. 11+4 1Q+00.00 C.L. TO STA. 1Q+00.00 C.L. TO 11+29.27 C.L. STA. 10+00.00 CL TO 11+29.27 C.L. STA. SCALE: 1" = 50' HTO 11+4 SCALE: 1" 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL ONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL 1" = 5' VERTICAL LEGEND: LEGEND (CONT.): LEGEND (CONT,' CONSTRUCTION NOTES. ABBREVIATIONS 1 CURVE NUMBER FOR CURVE DESCRIPTION r FURNISH ffi INS TR FAC C � CONSTRUCT TYPE "B" CURB 1-t CUTTER PER COB STD ST -1 INSTALL TYPE kll BARRICADE PER CALTRANS a STORfYI DRA�N. II a FItlWPNE POYC POINT ON VERTICAL CURS ALL A GAS PER C0.8. STD. T-19. "R1-1° STORfYI DRA�N. Fl. FItlWPNE POYC POINT ON VERTICAL CURS ALL A GAS PER C0.8. STD. T-19. "R1-1° . . . 10 PLAN � - STOP STANDARD A73C WITH 44 -31 -{CA} SIGN AT CURVE TABLE C.L. CENTERUNE BVC BEGIN VERTICAL CURVE RO-1' - ONE WAY 55-2° -END SC7100 ZONE 'W3 TEM OF WORK -SEE SCHEDULE CONSTRUCT 4.5' COMBINATION SIDEWALK ON LOCAL ROADS & PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE _ ELEV. ELEVATION EVC END VERTICAL CURVE 'R5-1" - DO NOT ENTER 1' - STOP AHEAD °937(GA)` 1 FACE OF CURB STATION - SEE TABLE � 5.5' COMBINATION SIDEWALK ON COLLECTORS/ARTERIALS PER SIGH WITH CONSTRUCTION OF ADJACENT PHASE. CURVE RADIUS LENGTH TAN(I NT DELTA �. CATCH BASIN NO. 6 B.C.R. BEGAN CURB RETURN PI PONT OF INTERSECTION "R26(CA' - NO PARKING ANY TIME - END C.O.S. STD ST -5. ❑1 STA 10481.50, C.L. 20.00 RT. E.C.R, END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R3-5R'� - RIGHT TURN ONLY 914-1' - DEAD END "R4-7" '914-2' - NO OUTLET 1-PIPE SIZE �3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT TYPE 'M' MEDIAN CURB PER CITY OF ID CSI 42.00' 19d,O8' 4287' 288'49'50" STA. 10+81.50, F.L BC BEGAN CURVE PCC POINT OF COMPOUND CURVATURE - KEEP RIGHT BAKERSFIELD STANDARD ST -2. NORMAL F.L. ELEV=341.59' EC END CURVE TC TOP OF CURB "R3-7' - RIGHT LANE MUST TURN RIGHT TROT{GA.}" -BIKE LANE 4"W U'IUTY: W -WATER D -DRAIN G -GAS S C2 35.06' 27.13' 94,29' 442455° DEPRESSED F.L. OEV.-341.42' PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 'R7-9' - NO PARKING BIKE LANEp'� -SEWER (� CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED "A'. OF VERTICAL CURVE FC FINISH CONCRETE NOTES. �°' STANDARD PLAN R.S.P. ARBA, 2002 RSP CASE C3 35.00° 27.13° 74.29' 44'24'55' CATCH BASIN NO. 7 P.O.C. POINT ON CURVE FC FINISHED CONCRETE `0' CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.R. STD. D-14, UNLESS NOTED OTHERWISE ',. %c� \� CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.S. STD. DET, ST -7. C4 35.OD' 27.13' 14.29' 44'24'55' STA. 10+81.56, C.L. 20.00 LT. PAL PROPERTY UNE RJW PoC+1T-OF-WAY SEE 5EWiR AND STORM DRA@N fq.ANS EIXi 5i0StM ORAiN PLANS STA. 10+81.50, F.L E.P. EDGE OF PAVEMENT AP. ANGLE POINT ® CONSTRUCT TYPE 'A" CATCH BASIN NTH 3.5' OPENING PER AND DETAILS 6 o SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR C5 35.00' 27.13' 1-4.29' 44'2455' NORMAL F.L. ELEV.=341.59° F.O.C. FACE OF CURB G&G CURB AND GUTTER C.O.B. STD, D-14 WFDHOUT WINGS, UNLESS NOTED OTHERWISE. 2, LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. OVER 0.40 OR AS DIRECTED BY CITY ENGINEER. DEPRESSED F.L ELEV=341AT P.AF,L PARKING AREA ROW UNE EX, EXISTING 0.45' (PER PLAN) AGGREGATE BASE OVER 0.50' COMPACTED OA TO BE C6 42,00' 197.06° 4287' 288°49'50` FURNISH &INSTALL SURVEY MONUMENT PER C.O.S. STD. - -s'----'---- SEWER -REFER TO SEWER &STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER COS. SID. ST -9. CONSTRUCT 12' 1VODE CROSS GUTTER PER C.O.B. STD. 57-9. ST -22. J SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3, WINDERMERE STREET - PAVEMENT TO BE 0.35' TYPE "B' AC. EXISTING SURVEY MONUMENT SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. OVER BAD AGGREGATE BASE OVER 1.25' COMPACTED OA TO PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ,,��^^�� 715 ., FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. IB` BOTTOM WIDTH DRIVEWAY WAS VANG5 OU COMPACTED TO 95x RELATIVE DENSITY PER C.O,B STD. ST -9. 'B" FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES FURNISH & INSTALL MEMO STREET SIGN PER C.Q.B. SID. PER C.00ONSTRUCT ._.. __ EXISTING SEWER 4. ALIEN ROAD -PAVEMENT TO 9.45' TYPO AC. OYER 0.75' AGGREGATE BASE OVER 1.30' COMPACTED O.G. TO BE PER C.O-B. STD. DET. T-33. - INTERCONNECT CONDUIT SCALE: 1" - 50' T-1. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. -� -g- Krti wIS$#'5 below. -'n- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. _ - CENTERLINE " STORM DRAIN -REFER TO SEWER & STOMA PLANS S. ALL CATCH BASINS RE TYPE °A" WITH 3.5' OPENINGS PER /. n �^ /'�-g- DESIGNATION: SEC SECTION DE.SIGNA I ION. 50' 25' 0' 50' 160' ._ before dig. STANDARD OR APPROVED EQUAL. you -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER -- PHASE BOUNDARY ---- ° -- EXISTING STORM DRAIN M D NL C.Q.B. SID. D-14, UNLESS NOTED OTHERWSE SECTION LETTER STORM DRAIN MANHOLE - 6. SUBGRADE FOR DINE APPROACHES AND CROSS GUTTERS COMP. BE _ _ J,. _ _ _ _ C.O.B. STD. ST -23. -- TRACT BOUNDARY CONSTRUCTED TRUE TO GRADE AND CROSS AND COMPACTION 2 -o- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET REFER TO SEWER &STORM J-� EX. EDGE OF PAVEMENT DRAIN PLANS AS ET RMOTION TO 952 OF MAXIMUM DRY ASTM SI SHEET WrOERE SECTION i5 SE10WN p PLANS TOP O BGRAD AN 1. EACH TO A DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.9 TO EACH SIDE ._- CITY RECORDS NO: PIANO DRIVE PIANO DRIVE SEE SHEET 4 ]] SEE SHEET 4 Lin If V t- 1 o I It 11-30 I-30 V t' 9 N+wq ® I rr am I (3 + ae Nu o r1 . r2 C41 O �27 , 20 12 J �"^.,,. J} "'+f S L `''� + o cu rv. ® 3'Ta ✓' � a: trz ar°s�++ Q + mvt co oMm �' GQ ALS f ®125? IS 61t xq- 7 j sP I..;; into 1 3 9Aa� z$?�FLLd7 � I C2 -, ." .__ 7 I mm 19 SWT '.1 _ N 0'3527' f 739_27 1�- 1 26 `PRT. _N 035°27' EB13927 77+DO 32 . ,I _ c _ 3 0�?iV�WA'f . ORPlEOAY ,�-� 1 8' SEWER 3 2 a 3175, .� i' G 8" SE'NFR 9 I i R C 1 5 C2 4 r.yg,FY" 53... $� IVt; R/W ..i•94' It 3 14 S,0.i,"BkbU9Ri i 2 3 +"I i 1 33 ' C} i 25 -44J 1 vt 8 � 16 !k4 I 11 la Nn te1 ++1 23 a& 15 34 Ij"'ttgFtlj q mow. 1 7 atn in I ®mtn/otI a I PIANO DRIVE PIANO DRIVE MIZNER COURT SEE SHEET 4HERZON COURT SEE SHEET 4 STA. 10+00.00 C.L. TO11+39.27 G.L. STA, 10+00.00 C.L. TO 11+39.27 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL CURVE TABLE 10+00 11+00 STA. 10+00.00 C.L. TO 11+39.27 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL x 51 2W 2.0% *2.00% 320% ..50= f RON SIDEWALK SMALK 0.5' ACTED O 1. TO PROPOSED TYPE "B" { I PROPOSM TYPE V `$ 95% ReAre msTX an & GUTTER CURB & GUTTER :Na � I A " LOCAL STREET SECTION $ SCALE N.T.S. s T.I. - 4.5 R -VALUE -&i ' € 7115 s N0 358 358 T - 358 -- �- 356 356 - + � !� I _ i + 356 10+00 11+00 STA. 10+00.00 C.L. TO 11+39.27 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL x 51 2W 2.0% *2.00% 320% ..50= f RON SIDEWALK SMALK 0.5' ACTED O 1. TO PROPOSED TYPE "B" { I PROPOSM TYPE V `$ 95% ReAre msTX an & GUTTER CURB & GUTTER :Na � I A " LOCAL STREET SECTION $ SCALE N.T.S. s T.I. - 4.5 R -VALUE -&i ' € 7115 s N0 358 358 T - 358 -- �- 356 356 - + � !� I _ i + 356 n 354 3541 - t -- - 354 35 ! 35352 2 350 350 350 SII 14 348 EAST mv 348 GROUND _ m m - + I S 0.25% 346 I 346 s Dz5%ice - - - . APPROXIMATE EASRNG.C.L�1 . _ _ , 344 aPa�u EAST - FkOWHNE 342- 342 - -- ` - = 342 - I - 340 340 - - - - - -- - +- 340 - 338 338 - -' - !- ---- 338 10+00 11+00 12+00 9+00 10+00 11+00 12+00 STA. 10+00.00 C,L, TO 11+39.27 C.L. STA. 10+00.00 C,L. TO 11+39.27 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL LEGEND: LEGEND CONT.) LEGEND(CONT.): CONSTRUCTION NOTES: F.L. ABEIREYJARQUa ELOWLINE POVC PONT ON VERTICAL CURVE = FURNISH & INSTAL. TRAFFIC SIGNS PER C.O.B. STD. T-19: °TR1-1' t CURVE NUMBER FOR CURVE DESCRIPTION (D 1 ( CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.S. SID ST -1 INSTALL TYPE iii BARRICADE PER CALTRANS 1D - STOP "S5-2' STANDARD PLAN A73C WITH W-31(CA) SIGN AT C.L. CENTERUNE SVC BEGIN VERTICAL CURVE RS -I' - ONE WAY - END SCHOOL ZONE "W3-}. ITEM OF WORK - SEE SCHEDULE CONSTRUCT 4.5' COMBINATION SIDEWALK ON LOCAL ROADS & PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE ELEV, ELEVATION EVC END VERTICAL CURVE "R5-1" - DO NOT ENTER - STOP AHEAD "W39 Q FACE OF CURB STATION - SEE TABLE Z ._ 5.5' COMBINATION SIDEWALK ON COLLECTORS/ARTERIALS ARTERIALS PER / SIGH KITH CONSTRUCTION OF ADJACENT PHASE. B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION 'R26{CA ` - NO PARKING ANY TIME { CA)" - END C.O.B. STD ST -S. E.C.R.B END CURB RETURN PRC POINT OF CURVATURE "R3-7' _ TURN ONLY 1014-1 - DEAD ESLD "R4-7" "011(CA - NO OUTLET PIPE SIZE 3 INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T -t. CONSTRUCT TYPE MEDIAN CURB PER CITY OF 11 BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE CURVATURE IM -KEEP RIGHT gAKERSflELD STANDARD ST -2. DA EC END CURVE TO TOP OF CURB 'R3-7" - RIGHT LANE MUST TURN RIGHT "R81{CA)" - HIRE LANE !W 4"W UTILITY: W -WATER D -DRAIN G -GAS S PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT 'R7-9" - NO PARKING BIKE LANE -SEWER RAMP P2002ER ARSPACASENS Ot O-REViSE4 STANDARDTPLAN ®R.S OF VERTICAL CURVE FC FINISH CONCRETE NOTES: P. A88A,ICAP P.O.C. POVE NT ON CURFC�+ FINISHED CONCRETE CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER S CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER P/L PROPERTY UNE R/+N RIGHT-OF-WAY C.0.6. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS C.O.S. STIR DET. ST -7. EP. EDGE OF PAVEMENT A.P. ANGLE POINT CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER AND DUML'' GANGLY EXISTING E.P. PER RESPECTIVE STREET SECTION OR F.O.C. FACE OF CURB C&G CURB AND GUTTER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS - PAVEMENT TO BE 0.20° TYPE °B' A.0 OVER 0.40 OR AS DIRECTED BY CITY ENGINEER. P.A.F.L PARKING AREA FLOW LINE EX. EXISTING PLAN PFR 0.45° AGGREGATE BASE OVER 0.50' COMPACTED O.G TO BE { ) Q FURNISH &INSTALL SURVEY MONUMENT PER C.Q.B. STD. C``i+ ---- SEWER - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 'B' % CONSTRUCT 72' WIDE CROSS GUTTER PER C.O.B. STD. ST -9. ST -22. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. WINDERMERE STREET - PAVEMENT TO BE 0.35 TYPE A.C. Q3 :47 EXISTING SURVEY MONUMENT ( SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 0.46 AGGREGATE BASE OVER 1.25' COMPACTED O.G. TO �8 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER BE COMPACTED 10 95% RELA7IVE. DENSITY PER C.0.& STD. ST-& YD. CALTRFURNISH NS STANDARD SPECIFICATION PTHUIT &INSTALL STREET SIGN PER C.Q.B. STD. T-1. CONSTRUCT 78 BOTTOM WIDTH DRIVEWAY W/3° WINGS "B" � PERN& INSTALL INTERCONNECT CONDUIT &PULL BOXES FURNISH & J, FURNISH &INSTALL METRD STREET SIGN PER C.O.B. STD. PER C.O.B STD ST -7. __-. -. -- EXISTING SEWER 4. ALLEN ROAD - PAVEMENT TO BE GAS' TYPE A.C. OVER AGGREGATE BASE OVER 1.30° O.G. PER PER D.D.S.CASTD. DET. T-33. i INTERCONNECT CONIX1i7 �'y 'G- T-7. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. CENTERLINE " -" STORM DRAIN'" REFER TI1 COM COMPAC7E6 TO SIS%RELAflVE 0£NSITY PER GO.B. STD. 5i-9. ITY C. D. ST 'A' p^�7° /��( SEI✓ i ION DESIGNATION: SCALE: 1" = 50' ' below. now hat S STANDARD OR APPROVED EQUAL. SEWER & STORM DRAIN PLANS 5. ALL CATCH BASINS TO BE TYPE NTH 3.5' OPENINGS PER COB, SID. 0-14, UNLESS NOTED OTHERWISE yy before ,g Ci before you dig. -Ea - FURNISH & INSTALL STREET UGHT-9569 LUMEN PER PHASE BOUNDARY - - _ EXISTING STORM DRAIN SECTION LETTER A 50' 25' 0° 50' 100° C.O.B. STD. ST -23. --- TRACT BOUNDARY STORM DRAIN MANHOLE - 6. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE - rEXISTING STREET LIGHT PER SEPARATE APPROVED STREET �`EX. R TO S EDGE OF PAVEMENT DRAIN N PLANS & S70RM CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTION TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 SHEET WHERE SECTION IS SHOWN IANS TO A DEPTH OF 1.0' BELOW TOP OF EMBRACE AND 1.0 TO EACH SIDE CITY RECORDS NO: BURNHAMMESTREET I ISEE SH3 (! 33 3V w I 1 �a a � tg� lid 23 34 <3�+ E ° I ,EX. TRACT 8578 3 ci,-v'�- 2 - d 0, d w i w2N g RIWl .¢I { € ltii m>~ _ g R/W1. 10 __ r , o o u, - - _� n RR/W4 4 6' SEWER R 11+RO N 0'35'47E 280.0072400 I-- s s r N D`JS'27' E 140.00 11+OO,a i 5 12+00 s i I 4 $ 8' SEWER 1 i 2 TI 44 I 22 1 I _...'"'"� t r- Rte) T E 3 12 I 4U Iw ! J, :1 MF t 51W " tj 8 CS IrLL N 00� Og a g ry t 44 a t} - - 00 �.�++>"ui C.1-? fav m m / an p �m �� f oQ ij :t* ±:7. 1.:a ti ddd 13 Nr -+ eidd te'4 Ir.iw vs� �I �1 �} w IiI i Ilfwz®RiW11t PIANO DRIVE BURNHAM STREET SEE SHEET 4 GERBER LANE SEE SHEET 3 SCARPA STREET STA. 10+00.00 C.L. TO 12+80.00 C.L, STA. 10+00.00 C.L. TO 11+40.00 01. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 358 356 354 352 350 348 346 344 342 340 338 11+00 12+00 STA. 10+00.00 C.L. TO 12+80.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL A LOCAL STREET SECAON SCALE: N.T.S. SCALE: 1" = 50' 50' 25' O' 50' SOD' E 10+00 11+00 12+00 13+00 358 L. 358 I i 354- I STA. i0+00.00 M 352 TO 12+80.00 C.L. - IF 350 - T-- 348 348 - I SIL Ex -r 348 HORIZONTAL f NFL a 344 ;. 342 1" = 5' H DoxN 0 � e 1" = 340 aO ¢ µ LEGEND: 338 - 10+00 LEGEND CONT.)- 11+00 STA, 10+00.00 C.L. TO 11+40.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -i9: - 1 358 =-- -- _ 354--- n POVC POINT ON VERTICAL CURVE � n s 352--- C.L. CENTERLINE $VC BEGIN VERTICAL CURVE "R6-1" - WAY -END SCHOOL ZONE 350- CONSTRUCT 4.5' COMBINATION SIDEWALK ON LOCAL ROADS &. tie" + ® N_... { ~ �� I 346 - AIROX. Ek,. i BEGIN CU BEGIN CURB RETURN Pi POV PONTOF INTERSECTION 'R25(Ch ^ - NO G ANY I1ME 4311(CA}" `END ----- 344 - - SsO.25% Ss=025% 342 - _-1 "R3- - RIGHT TURN ONLY 'W14-1" - DEAD END TURN -___ (.f79SiiNG: u.. "WUNE 340 - T - i - 338 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 'R4-7' - KEEP RIGHT "WI4-2' - NO W11.E? 10+00 11+00 SCALE: 1" = 50' 50' 25' O' 50' SOD' E 10+00 11+00 12+00 13+00 L. 4 STA. i0+00.00 U. TO 11+40.00 U.STA. 10+00.00 C.L. TO 12+80.00 C.L. IF SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL sc ,Q 1" = 5' VERTICAL 0 � e 1" = 5' VERTICAL aO ¢ µ LEGEND: < LEGEND CONT.)- LEGEND(CONI.)- CONSTRUCTION OU) NOTES: w m ABBREVIATIONS FLOWU E FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -i9: i CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURES ffi GUTTER PER C.O.B. STD ST -1 F.L. POVC POINT ON VERTICAL CURVE 'RE -1' - STOPONE °55-2" C.L. CENTERLINE $VC BEGIN VERTICAL CURVE "R6-1" - WAY -END SCHOOL ZONE Q ITEM OF WORK -SEE SCHEDULE CONSTRUCT 4.5' COMBINATION SIDEWALK ON LOCAL ROADS &. tie" EVC CURVE DO °W3-1" - STOP AHEAD 'R5 -i' - DO NOT ENTER 1� FACE OF CURB STATION - SEE TALE Q 5.5' COMBINATION SIDEWALK ON COLLECTORS/ARTERIALS PER B.G.R. B.CRL BEGIN CU BEGIN CURB RETURN Pi POV PONTOF INTERSECTION 'R25(Ch ^ - NO G ANY I1ME 4311(CA}" `END C.O.B. SM ST -5. E.C.R. OF REVERSE END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3- - RIGHT TURN ONLY 'W14-1" - DEAD END TURN i 0 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 'R4-7' - KEEP RIGHT "WI4-2' - NO W11.E? �"PiPE SIZE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1, EC END CURVE TO TOP OF CURB "R3-7' - RIGHT LANE MUST TURN RIGHT `R81(CA}" - BIKE LANE 4°W UTILITY: W -WATER D -DRAIN RVC POINT OF INTERSECTION TP TDP OF PAVEMENT 'R7-9° - NO PARKING BIKE LANE G -GAS S -SEWER CONSTRUCT HANDICAP RAMPREVISED OF VERTICAL CURVE FC FINISH CONCRETE p� NOTES, I t ARDPLAN R.S.P. A88A 2002ARSPANS CASE0-A P.O.C. POINT ON CURVE FC FINISHED CONCRETE CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5' OPENING PER � CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER PA PROPERTY LINE R/W RIGHT-OF-WAY C.O.B, STD. D-14, UNLESS NOTED OTHERWISE. 1. SFE SEWER AND STOW DRAW PLANS FOR STORM DRAIN PLANS C.O.B. STD. DET. ST -7. EP. EDGE OF PAVEMENT AP. ANGLE POINT � CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER AND OEFAILS. C6�SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR f FG -C. FACE OF CURB C&G CURB AND GUTTER C.O.B. STD. D-14 'WITHOUT WAGE, UNLESS NOTED OTHERWISE. Z. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. OVER 0.40 OR 1_/ AS DIRECTED BY CITY ENGINEER. -j LU P.A.F.. PARKING AREA FLOW UNE EX. EXISTING 0.45' (PER PLAN) AGGREGATE BASE OVER OSS COMPACTED O.G. TO BE m= FURNISH & INSTAi1. SURVEY ----- SEWER -REFER TO SEWER &STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.G.B. STD. ST -9. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -9. CL W A ®% MONUMENT PER C.O.B, STD. ST -22. (S) SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. WINDERMERE STREET - PAVEMENT TO BE 0.35' TYPE '8' A.C. U ± 6Ix 'LU f < EXISTING SURVEY MONUMENT Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER PAID! AGGREGATE BASE OVER 1.25' COMPACTED 0.0. TQ /' �{ 12" THAT LINE PPTHH-02LASTIC ALKYE PER -+ -- FURNISH & INSTALL STREET SIGN PER C.D.B. STD. T -i. DSOT-7OI DRIVEWAY BE COMPACTED TO 95% RET.ARVE DENSITY PER CRA STP, ST -9. CALTRANS STANDARD SPPAINT ECIFICATION CATIONNG , WIDTH WJ3' RINGS 4 B SID •8" � INTERCONNECT CONDUIT &PULL BOXES TURKISHC.O.B.& -+Ii- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. PERS -_--- EXISTING SEVER 4. ALLEN ROAD - PAVEMENT TO OF GAS TWE A.C. OVER 0.75' AGGREGATE BASE OVER 1.30' COMPACTED GO TO RE SM. DET. PER CASTD. DET. T-33. ' INTERCONNECT CONDUIT T-1. COMPACTED TO 95% RELATIVE DENSITY PER COB. STD. ST -9. FURNISH &INSTALL STREET LIGHT -58O0 LUMEN PER CA.B. ----- - CEN?ERLINE ---_"_ STORM DRAW - RETAIN TO •A' SECTION DESIGNATION: STANDARD OR APPROVED EQUAL. & STOUR DRAW PLANS S. ALL CATCH. BASKS BE TYPE METH 3.5' OPENINGS PER ,•, ,;^"• PHASE BOUNDARY _. -__ EXISTING STORM DRAIN EAS NL C.O.B. STD. D-14, UNLESS ROM) OL SE.CRO SECTION LETTER -�3- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.Q.B. STD. ST -23. TRACT BOUNDARY STORM DRAIN MANHOLE - AND 6. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTI}7t5 SHALL BE -_. EXISTING STREET LIGHT PER SEPARATE APPROVED STREETREFER TO SEWER &STORM CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTION 2 EX. EDGE OF PAVEMENT DRAIN PLANS T4 95% OF MAXIMUM DRY DENSITY AS DETERMINEDBY ASTM OPo755? SHEET WHERE SECTION IS SHOWN SCALE: 1" = 50' 50' 25' O' 50' SOD' E L. 4 IF sc ,Q 0 � e I ~ aO ¢ µ g < OU) w m t� S tie" j l i 0 I i I t 1 f E I x CO -1 . c CC -j LU r CL M m= LLI ad CL W A ®% i U F U ± 6Ix 'LU f < I � n R co s , W CD SAWCUT TABLE TAG CL STATION & OFFSET ELEY, 1❑ STA. 9+91.59 C.L 32.15 LT. 349.78' ® STA 9+91.64 CL TOO LE 350,09' [] STA. 10+0000 C.L. 7.00 LT. 350.65' E4] STA. 10+33,43 C.L. 7.00 LT. 350,01' ffSTA. 11+38.15 CL 9.00 LT. 348.65 3 © SFA 11+36.44 C.L. 1.50 RT. 348.96 L ` f STA 12+33.44 Cl- 1.50 RL 347.74' ® SFA 12+68.27 C.L. 1.50 RT. 347.37' 0 STA. 14+0234 GL 1.50 RT, 34562' 90 STA. 14+D234 C.L. 6.00 LTL, 345.56' 11 STA. 15+28.98 C.L. 6.00 LT. 343.69' 12 STA 15+2&98 GL 14.00 LT. 343.82' i3 STA. 16+53.15 GL 14.00 LT. 3423Y 94 STA 16+53.15 GL 3013 LT. 342.00' 15 STA. 17+09,41 C.L. 30.01 LT. 341.65' TABLECURVE I Ic a'{ o PIANO DRIVE _ _ -- j F SEE SHEET 4 10 18 -Ci4.: Citi / �j q F6 9g 'c' WALL IFOOTING tik '� -.� 00 , SEMENT I t ry 1 �n 1 ++ + o•_ m A TW (FOOTING BE n o$ oca oa TO NAP .moi .°a II� -f`E" �+a EA T WBLOCK WALL I++ � ; s ¢�-,- �n � TO DEDICATED NN t++'✓+t+. -- / II - <d 6 "'++ PERPrTNAL MAP �� ;=^- y - PER SEPARATE PIAN ,Q 4 ' d w ~. y O i :°-"= ! .+ s { n I T d m I ti Q 6' BLOCK WALL 3 PER SEPARATE N � en � min r --e y n i 8 S C =>x .lit,.,-.. all 71 :_= C4 _ -"o-2 i w rA i �_ 2 -. r C5 '� -� iii Iw l 90 ;z ts� t 4 -' -F- --___ --- __ N i°53'-05 E 20801'7 t - -- _ _ . - _ - _ ..- ,.s. - ✓ . I, �_-, %. s_; ---- -1 '� 6 -� 7 2 8 - _ INTERSECTION 80`5352TRACT BOUNDARYJE STA. 12+9039 C.L. ONDESAER STREET �d7 �r �S+ STA 17+12.40 CL t� STA-24+7Z70GLRJB DRI ANTI/ �' 8 - t ¢ SCALE: 1. 50'ps 3 50' 25' O' 50' 700'WINDERMERE STREET w W < N (g W m € STA. 10+00.00 C.L. TO 17+12.40 C.L. DO SCALE: 1" = 50' HORIZONTAL ---i 10+00 11+00 12+00 13+00 14+00 STA, 10+00.00 G.L. TO 17+12.40 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5VERTICAL 3' LANDSCAPE EASSM T TO BE DEDICATED PER FINAL MAP 2' WALL FOORING EASEMENT TO BE DEDICATED PER PIIi FINAL MAP I 1 FTVIVI TED PROPOSED W IF L 'r.PERGael.1. v95% RE .PROPOSED CURB & GUTTERj SEC11ONQ WINDERMERE71.7 Il SCALE .sem :.YYj t2.0X COMING PAVEMENT LEGEND: LEGEND CONT.- LEGEND (CONT.): CONSTRUCTION NOTES: F.L ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE R�1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-14 "Rt 1 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 J. TYPE IN BARRICADE PER CA 1® -1' - STOP �`�+S-2" STAN WITH SIGN STANDARD PLAN A} SIGN AT C.L CENTERLINE BVC BEGIN V€RTICAL CURVE R6-1' -ONE WAY - �D SCHOOL ZONE "W3-1" �/ ITEM OF WORK -SEE SCHEDULE CONSTRUCT 4.5" COMBINATION SIDEWALK ON LOCAL ROADS & PHASE/TRACT BaUNDARY. REMOVE AND SALVAGE BOUNDARY. MOVE A ETEU. ELEVATION EVC END 1'ERTICAL CURVE "RS -1" - DO NOT ENTER - STOP AREA 'W331(CA)" T FACE OF CURB STATION - SEE TABLE © ® I Ic a'{ o PIANO DRIVE _ _ -- j F SEE SHEET 4 10 18 -Ci4.: Citi / �j q F6 9g 'c' WALL IFOOTING tik '� -.� 00 , SEMENT I t ry 1 �n 1 ++ + o•_ m A TW (FOOTING BE n o$ oca oa TO NAP .moi .°a II� -f`E" �+a EA T WBLOCK WALL I++ � ; s ¢�-,- �n � TO DEDICATED NN t++'✓+t+. -- / II - <d 6 "'++ PERPrTNAL MAP �� ;=^- y - PER SEPARATE PIAN ,Q 4 ' d w ~. y O i :°-"= ! .+ s { n I T d m I ti Q 6' BLOCK WALL 3 PER SEPARATE N � en � min r --e y n i 8 S C =>x .lit,.,-.. all 71 :_= C4 _ -"o-2 i w rA i �_ 2 -. r C5 '� -� iii Iw l 90 ;z ts� t 4 -' -F- --___ --- __ N i°53'-05 E 20801'7 t - -- _ _ . - _ - _ ..- ,.s. - ✓ . I, �_-, %. s_; ---- -1 '� 6 -� 7 2 8 - _ INTERSECTION 80`5352TRACT BOUNDARYJE STA. 12+9039 C.L. ONDESAER STREET �d7 �r �S+ STA 17+12.40 CL t� STA-24+7Z70GLRJB DRI ANTI/ �' 8 - t ¢ SCALE: 1. 50'ps 3 50' 25' O' 50' 700'WINDERMERE STREET w W < N (g W m € STA. 10+00.00 C.L. TO 17+12.40 C.L. DO SCALE: 1" = 50' HORIZONTAL ---i 10+00 11+00 12+00 13+00 14+00 STA, 10+00.00 G.L. TO 17+12.40 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5VERTICAL 3' LANDSCAPE EASSM T TO BE DEDICATED PER FINAL MAP 2' WALL FOORING EASEMENT TO BE DEDICATED PER PIIi FINAL MAP I 1 FTVIVI TED PROPOSED W IF L 'r.PERGael.1. v95% RE .PROPOSED CURB & GUTTERj SEC11ONQ WINDERMERE71.7 Il SCALE .sem :.YYj t2.0X COMING PAVEMENT LEGEND: LEGEND CONT.- LEGEND (CONT.): CONSTRUCTION NOTES: F.L ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE R�1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-14 "Rt 1 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 J. TYPE IN BARRICADE PER CA 1® -1' - STOP �`�+S-2" STAN WITH SIGN STANDARD PLAN A} SIGN AT C.L CENTERLINE BVC BEGIN V€RTICAL CURVE R6-1' -ONE WAY - �D SCHOOL ZONE "W3-1" �/ ITEM OF WORK -SEE SCHEDULE CONSTRUCT 4.5" COMBINATION SIDEWALK ON LOCAL ROADS & PHASE/TRACT BaUNDARY. REMOVE AND SALVAGE BOUNDARY. MOVE A ETEU. ELEVATION EVC END 1'ERTICAL CURVE "RS -1" - DO NOT ENTER - STOP AREA 'W331(CA)" T FACE OF CURB STATION - SEE TABLE © ® 5.5COMBINATION SIDEWALK ON COLLECTORS/ARTERIALS PER SIGH WITH CONSTRUCTION OF ADJACENT PHASE. B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA�° - NO PARKING ANY TIME -END `Wtd-1' C.O.B. STD ST -5. E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R - RIGHT TURN ONLY -DEAD END 'R4-7' `W14-2" - NO OUTLET J -'-PIPE SIZE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT TYPE MEDIAN GORE PER CITY OF TS BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE' - KEEP RIGHT BAKERSfiELD STANDARD ST -2. DA EC END CURVE TO TOP OF CURB 'R3-7' - RIGHT LANE MUST TURN RIGHT "R81(CAr - BIKE LANE 4"W UTTLiTY: W -WATER D -DRAIN PIVC POINT #INTERSECTIONTP TLP OF PAVEMENT "R7-9" - NO PARKING BIKE LANE G -GAS S -SEWER Q RAMP ER CALTRANS CONSTRUCTPLANDRS.P. "A". OF VERTICAL CURVE FC FINISH CONCRETE NOTES. STANDARD ANNAiCAP , 2002HER CASE PAC. POINT ON CURIE FC FINISHED CONCRETE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER cJ CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER PA PROPERTY UNE R/W RICHT-OF-WAY C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND SUM DRAIN PLANS FOR STORM DRAIN PLANS C.O.S. Sib, DET. ST -7. EP. EDGE OF PAVEMENT A.P. ANGLE PONT ® CONSTRUCT TYPE "A" CATCH BASIN VATTH 3.6 OPENING PER AND DETAILS SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR F.O.C. FACE OF CURB C� CURB AND GUTTER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS _. PAVEMENT TO BE 0.20' TA'E'B' Al OVER 0.40 OR 1-! AS DIRECTED BY CITY ENGINEER. PA.FL PARKING AREA FLOW EINE EX. EYJSIING 0.45' (PER PLAN} AGGREGATE BASE OVER 0.50` COMPACTED DO TO DE @J FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. _._.__ _... SEWER - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 959 RELATIVE DENSITY PER C0.6. Sib. 7 WI CONSTRUCT 12' DE CROSS GUTTER PER G.Q.B. STD. ST -9. ST-22 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. WINDERMERE STREET - PAVEMENT TO BE 0.35' TYPE'S' A.C. CQJ EXISTING SURVEY MONUMENT c F) SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. R DAG AG TED OVER 0.40' AGGREGATE BASE OVER 1.75' COMPACTED Q.G TO ATE95% BASERELA a PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER OV TO YE DENSITY PER C SID ST -a CALTRANS STANDARD SPECIFICATION Ph1-02ALKYD. FURNISH & INSTALL STREET SIGN PER C.O.B. SIO. T -i. ,A.,. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' RINGS FURNISH ffi7 INSTALL INTERCONNECT CONDUIT &PULL BOXES + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SIO. PER C.O.B. SIU. 57 7. -- EXI5hNG 4. G75'ALLEROAD - AGGREGATE BASE O R � 0.45' OPE D A.C. OIBE BASE OVER 9.30' COMPACTED O.0 L'_/ PER C.D.B. SIO. OCT. T-33. T-1. -.. fN'1T;.RCONNECT CONDUIT SEWER COMPACTED TO 9S% RELATIVE DENStt PER C,0.8. SIO. ST -9. COMP TEDTOD. T FURNISH & INSTALL STREET IJGH7'-5800 LUMEN PER C.OiI - CENTERLINE STORM DRAIN _. REFER TO 'A' SECTION DESIGNATION. STANDARD OR APPROVED EQUAL. SEVER & STORM DRAIN PLANS 9. All. CATCH RAINS TO BE TYPE WITH 3.5° OPENINGS PER --- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER PHASE BOUNDARY - ---=---- EXISTING STORM DRAIN C.O.S.SID. D-14, UNLESS NOTED OTHERWISE B. FAIBGRADE FOR DRIVE APPROACHES AND CROSS C SHALL BE SECTION LETTER A C.O.B. STD. ST -23. TRACT BOUNDARY STORM DRAIN MANHOLE - -UTTERS 'EO CONSTRUCTED TRUE GRADE AND CROSS SECROi AND (X 'ACTOV --<:�- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET REFER TO SEWER & STORM __- EX. EDGE OF PAVEMENT 10 958 OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 2 PLANS DRAIN PIANS TO A DEPTH OF 1JY BELOW TOP O SUBGRADE AND 1.0 TO EACH SDE SHEET WHERE SECTION IS SHOWN VESTING TENATIVE TRACT 6362. PIANO DRIVE EXIS (INCE LR/R-1 SEE SHEET 4 ----- J I Q 91 18 z J I ! 8 I !v$� r 17 �� X16 <V I g % I 4 g a m M i }' $ / I w n -'r S+) I F STlN11 ++900.399 C.L. WND MERE STREET CNT = �d L} ® ♦ t \ o d7 N + m STA, 24+72.70 G.L. PIANO DRIVE CNT .✓ I I$° v`i Y N 9 (Y f5"W �A NEidN RETAIL 32 d _.� -.•-.I >if+C7DFDII:fRt'CS.C. _ ---TMa- __... -- __. _ _ _ .C.L. t_)/' STA. 7DET IL CL &� L7 12 13' ENs DEEAIL 32 „ Y.� BEGN DETAIL 32 �_, STA 7+77.80 C.L. 8.00 LP. STA d+77. CL 8.4.8 LT. I WINDEMERE STREET STA, 10-t 00.00 C.L. TO 17+12.40 C.L. SCALE: i" = 50' HORIZONTAL CURVE TABLE CURVE GP RADIUS 2000:00' LENGTH 33.43' TANGENT 18.11' DELTA 0'87'27' C2 1 2000.00' 1 34.84° 1 17.42' 1 05953" LEGEND: ABBREVIATIONS F.L. FLO%JNE POVC POINT ON VERTICAL CURVE C.L. CENTERUNE SVC BEGIN VERTICAL CURVE ELEV. ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT C COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PIVC POINT OF INTERSECTION TP TOP DIE PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA.C, POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB G&G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW ONE EX. EXISTING (+ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STT). ST -22. *1 EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET S€GN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. '- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. - A FURNISH & INSTALL STREET LIGHT -9500 UUMEN PER C.O.B. STD. ST -23. -<=-�- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ALLEN ROAD STA. 23+23.85 C.L. TO 31+11.09 C.L. SCALE: 1" = 50' HORIZONTAL v v LEGEND CONT.): LEGEND (CONT.) CONSTRUCTION NOTES: i FURNISH, & INSTALL TRAFFIC SIGNS PER C.G.B. STD. T-99: 9 CURVE NUMBER FOR CURVE DESCRIPTION INSTALL TYPE Ill Sir'RI-l' STOP CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 jp STANDARD PLAN BARRICADE WITH W-31(CA) {SIGN AT "55-2" -END SCHOOL ZONE ITEM OF WORK -SEE SCHEDULE PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE •R8-1• - ONE WAY 4 CONSTRUCT 4.5' COM81NATION SIDEWALK ON LOCAL ROADS & 'R5-9' - DO NOT ENTER "W3-1` - STOP AREAE Q 5.5' COMBINATION SIDEWALK ON COLLECTORS/ARTERIALS PER SIGH Wahl CONSTRUCTION OF ADJACENT PRASE. `W3t CA Il FACE OF CURB STATION - SEE TABLE.. "R28{CA}" - NO PARKING ANY TIME { �- C.O.S. STO ST -5. 'R3 -5R - RIGHT TURN ONLY "W14 -l' - [NO END CONSTRUCT TYPE DA MEDIAN CURS PER CITY OF R4-7' - KEEP RIGHT 'RBI(C' - NO OUTLET "W PIPE SIZE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-9, '1 BAKERSFIELD STANDARD ST -2. 'R3-7' - RIGHT LANE MUST TURN RIGHT `ft8/(CA)` -BIKE LANE 4"W UITUTY: W -WATER D -DRAIN G -GAS S -SEWER CONSTRUCT HANDICAP RAMP PER 2 RSP CA 2010 REVISED "R7-9' - NO PARKING BIKE LANE ((}} ��yy � STANDARD PLAN R.S.P. ARBA, 2062 RSP CASE "A". - f 2 PROTECT IN PLACE �r +' CONSTRUCT "TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTES: rJ CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAM PLANS FOR STORM DRAIN PLANS C.G.S. STD, DET. ST -7. f3 EXISTING STRIPING TO 8E REMOVED ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER AND DETAILS. � SAWCUT EXISTING E.P. PER RESPECTIVE STREETSECTION OR C.O.B. STD. D-14 WITHOUT Ml1NG5, UNLESS NOTED OTHERWISE. 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE °B' AG OVER 0.40 OR AS DIRECTED BY CITY ENGINEER. SCALE: T - 50 --- s-------- SEWER - REFER TO SEWER & STORM DRAIN PLANS 0.45' (PER PLAN) AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE r'\ CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -9, 50' 25° 0° 50' tOO' C4NPACTE.D TO 95% RELATIVE DE?NS17Y PER C.0.8. SM. ST -9. L f ! SEWER MANHOLE -REFER SEWER &STORM DRAIN PIANS. 3. WINDERMERE STREET - PAVEMENT TO BE 6.35' TYPE '8' A.C. PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER OM%` AGGREGATE BASE OVER 1.25' COMPACTED G.G. TO J PAINT 12" STANDARD SPECIFICATION PTSTIC PAINT C(XNS7RUCT 18' BOTTOM WIDTH DRIVEWAY W 3' WINGS BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -8. a L`$ PER C.CUL STD. ST -7. / 4. ALLEN ROAD - PAVEMENT TO BE 0.45° TYPE 'W AC OVER fl FURNISH .INSTALL INTERCONNECT CONDUIT &PULL 80%£S __.-- __- _ EXISTING SEWER 0.75' AGGREGATE BASE OVER 1.30' COMPACTED O.G. TO BE PER C.O.B. STD. DET. T-33. INTERCONNECT CONDUIT ° COMPACTED TO 95% RELATIVE DENSITY PER C.OR BID ST -B, p' p p CENTERLINSEPWER E STORM REE DRAIN -RESER TO SECTION DESIGNATION: &STORM DRAIN PLANS 5 ALL CATCH BASINS 7D BE TYPE `A' WITH 3.5' OPENINGS PER PHASE BOUNDARY - -- -_. EXISTING STORM DRAIN C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION LETTER A Know. what$elow. ® TRACT BOUNDARY STORM DRAIN MANHOLE - 6. SUBGRADE FOR DRIVE APPROACHES AND CROSS GLITTERS SHALL BE _- -- -- l' before 4u dig. CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND OOMPACRON 7 g REFER TO SEWER & STORM 2 - EX EDGE PAVEMENT DRAIN PLANS TO 95% OF MOF MUM1.0' DRY TOP O AS DETERMINED N 1. ASTM EACH SI SHEET WHERE SECTION IS SHOWN TO A DEPTH OF 1.0' BROW TOP OF SUBG4ADE AND 7.0 70 EACH SfDf OF APPROACH AND CROSS GUTTER. ! t I