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HomeMy WebLinkAbout1.1-7267 Ph 1 Record DrawingCITY OF BAKERSFIELD, COUNTY OF KERN CALIFORNIA ABBREVIATIONS AC ASPHALT GRD GROUND BLDG BUILDING GUY GUY WIRE BLKW BLOCK WALL HE HOSE BIB BW BACK OF WALK INV INVERT ELEVATION CAN CABLE TELEVISION BOX JP JOINT POLE CB CATCH BASIN NG NATURAL GRADE OF CURB FACE OH OVERHANG (EAVES) CL CENTERUNE PL PIPELINE CLF CHAIN LINK FENCE PB PULL BOX CMP CORRUGATED METAL PIPE PP POWER POLE CO CLEAN OUT (SEWER) PVC PLASTIC PIPE CONC CONCRETE RCP REINFORCED CONCRETE DL DAYLIGHT RR PIPE RAILROAD DI DROP INLET R/W RIGHT OF WAY DIA DIAMETER SS SANITARY SEWER DRV DRIVEWAY SL STREET LIGHT ELEC ELECTRIC SW SIDEWALK EDR EDGE DIRT ROAD SDMH STORM DRAIN MANHOLE EP EDGE OF PAVEMENT SSMH SANITARY SEWER MANHOLE EN EDGE TRAVELED WAY TO TOP OF CURB EUC EUCALYPTUS TELE TELEPHONE FNC FENCE TOE TOE OF SLOPE FF FINISH FLOOR TOG TOP OF GRATE FG FINISH GRADE TOP TOP OF SLOPE FH FIRE HYDRANT TOW TOP OF WALL FL FLOW LINE TYP TYPICAL FS FINISH SURFACE VLT VAULT GB GRADE BREAK VIM WATER METER GM GAS METER WV WATER VALVE 1�T1 1, ,f DEE OVERHEAD ELECTRICAL NOTE: ABBREVIATIONS SHOWN ABOVE MAY OR MAY NOT BE EVIDENT ON MAP QUANTITIES ROAD CONSTRUCTION ITEMS QUANTITY 100' WIDE PG&E EASEMENT "6" CURB AND GUTTER" Q I I LF SIDEWALK (4" THICK) 48,157 SF DRIVEWAYS APPROACHES (6" THICK) 14,085 SF CROSS GUTTTER (6' WIDE) 2,210 SF 2 41 w I ax I n v ACCESSIBLE RAMPS 19 EA CMU SCREEN/SOUND WALL (6'/7') 1,408 LF 30' WIDE SEWER 11 TUCKER CREEK RD - THUNDER MOUNTAIN LN BERKSHIRE ROAD AC PAVEMENT 1191' 1,815- TONS BERKSHIRE ROAD CL -II AG. BASE meq; q-493 CY LOCAL STREETS AC PAVEMENT 9 TONS LOCAL STREETS CL -II AG. BASE 5,254 CY GRIND 0 LF SAW CUYZq$ -266- LF CONCRETE MONUMENTS CT PG & E EA MONUMENTS ENCASEMENT 31 EA STREET NAME SIGNS 19 EA TRAFFIC CONTROL SIGNS 2 EA STRIPING 5.814 -2-483 LF MISC STRIPING TO i5B- SF BARRICADES 2 EA STREET LIGHTS 16 EA CONDUIT 793 LF TRAFFIC INTERCONNECT 1,004 LF STREET LENGTHS ROAD CONSTRUCTION ITEMS QUANTITY UNIT BERKSHIRE RD. (COLLECTOR) 1,231 LF LOCAL STREETS 4,832 LF ENGINEERS CERTIFICATE THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. NO 67602 L. ALBERTO LOPEZ 10rv1�`` R.C.E. #67602 DATE REVIEWED: 1�e-' RYAN STARBUCK — TRAFFIC ENGINEER DATE TR #2327 REVIEWED: APPROVED: NICOLAS FIDLER—PUBLIC WORKS DIRECTOR R.C.E. #61069 EXP. 12/31/16 THEODORE WRIGHT — ASSISTANT PUBLIC WORKS DIRECTOR DATE R.C.E #33710 DATE STREET IMPROVEMENT PLANS FOR TRACT 7267 e 5 _ e !`r,`� �'•'�""" 30' WIDE SEWER 14 r j('- _ EASEMENT PER DOC :f,x 0207084777 _ r _-ILr z 'm^i"EE3 i BERKSHIRE ROAD S 0 CATCH BASIN ROAD BERKSHIRE 17 3 '-] SLEEPY HOLLOW LINE to u a u 3 x 41 b 25 15 FUTURE 7HACT 1 0 100' WIDE PG&E EASEMENT aNO I I 2P O L 3 RZ BERKSHIRE (WEST) Lw LU F Y ,a 5 (Z wt 2 41 w I ax I n v as 8 BUCKING BRONCO COURT - RIO VERDE DRIVE 3: to s+ n v 31 30' WIDE SEWER 11 TUCKER CREEK RD - THUNDER MOUNTAIN LN y SNOWY RIVER DRIVE 3 ALMOND CREEK DR GEOTECH: KRAZAN & ASSOCIATES, INC2205 EASEMENT PER DOC- S•1yRJJUL11MATE STRIPING PLAN a1 to Q ._...� CONTACT: DAVID JAROSZ w QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL LIT 1998 SAMA BARBARA STREET SUITE 200 DR7'� SAN LUIS OBISPO, CA 93401 15 FUTURE 7HACT _5MEET 13'— N a 4 I a x I 1 w�ot x a 4 I/ 26 KEY MAP SCALE: 1 "=200' PHASES TO BE BUILT IN ORDER _ a �E _e17 P pa 3 1 ss 1 0 100' WIDE PG&E EASEMENT 1 TITLE SHEET 2P O L 3 RZ BERKSHIRE (WEST) P001«12 4 R u — E 9 BERKSHIRE (EAST) 5 (Z wt w 41 w I ax I n v as 8 BUCKING BRONCO COURT - RIO VERDE DRIVE 9 to s+ n v 31 30' WIDE SEWER 11 TUCKER CREEK RD - THUNDER MOUNTAIN LN 12 SNOWY RIVER DRIVE 13 ALMOND CREEK DR GEOTECH: KRAZAN & ASSOCIATES, INC2205 EASEMENT PER DOC- S•1yRJJUL11MATE STRIPING PLAN CA 93307R.C.E.(,i602 ¢ PH: (661)837-9200 EXP. IS'30,'tq CONTACT: DAVID JAROSZ w QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL LIT 1998 SAMA BARBARA STREET SUITE 200 DR7'� SAN LUIS OBISPO, CA 93401 CT PG & E 0207084777 v CONTACT: ALBERTO LOPEZ 2101 H STREET ALOPEZODPSIINC.COM a o HARRIS ROAD PH: (877)743-7782 v u ss n n ss n7„ u n xe n ss ss u n cc � d^ U LLI 'n[/ .9 pi � x1 BRIGHETHOUSE NETWORKS rn s � v 3-a_(7 z 0 SNOWY RIVER DRIVE — ss S_ BERKSHIRE n a 'I 2. 1. 1 17''•"16 '0 pp 11s 1a '4T .L'sp') 16 u l 17 16 1c u x1 — z❑ w❑ �+❑— (1-800-227-2600) _5MEET 13'— N a 4 I a x I 1 w�ot x a 4 I/ 26 KEY MAP SCALE: 1 "=200' PHASES TO BE BUILT IN ORDER _ a �E _e17 P pa 3 1 ss 1 0 100' WIDE PG&E EASEMENT 1 TITLE SHEET 2P O L 3 RZ BERKSHIRE (WEST) P001«12 4 R BERKSHIRE (EAST) 5 (Z wt w ARROWHEAD TRAIL COURT 7 R 0 8 BUCKING BRONCO COURT - RIO VERDE DRIVE 9 SHEETINDEX SHEET NUMBER SHEET TITLE 1 TITLE SHEET 2P NOTE SHEET L 3 RZ BERKSHIRE (WEST) P001«12 4 R BERKSHIRE (EAST) 5 (Z WILD MUSTANG DRIVE 6 ARROWHEAD TRAIL COURT 7 R WHISKEY CREEK DR 8 BUCKING BRONCO COURT - RIO VERDE DRIVE 9 DROVERS RUN (WEST) 10 DROVERS RUN (EAST) 11 TUCKER CREEK RD - THUNDER MOUNTAIN LN 12 SNOWY RIVER DRIVE 13 ALMOND CREEK DR GEOTECH: KRAZAN & ASSOCIATES, INC2205 UTILITIES: S•1yRJJUL11MATE STRIPING PLAN UNDERGROUND UTILITY STATEMENT LEGEND: SURFACE FLOW DIRECTION 200' 0' 200' 400' SCALE: 1"=200' C067602 dd�d � IO,ID,a(p APPMVM. l AUVM LOP[Z DA1! R.C.U. *67601 N W E LEGEND: SURFACE FLOW DIRECTION 200' 0' 200' 400' SCALE: 1"=200' C067602 dd�d � IO,ID,a(p APPMVM. l AUVM LOP[Z DA1! R.C.U. *67601 VICINITY MAP SCALE: N.T.S. PROJECT CONTACTS: N 1YIlllC VAIVL E 998 HUSTON STREET, SUITE $C a� � w R27E. M.D.B.M. (AND BEING THE CENTERUNE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN ON THIS MAP. (805) 481-4033 P001«12 CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 1998 SANTA BARBARA STREET SUITE 200 w/36/)$) 5 SITE INFORMATION PH: (805)250-2891 W Z � N CONTACT: ALBERTO LOPEZ ALOPEZODPSIINC.COM I SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL DISTRICT BLVD rr1�JL L BAKERSFIELD, CA2 93308 (661)371-2800 ��„ _IN OF RECO'PH: -`16i,aCONTACT: s ROLLAND VAN DE VALKRVANDEVALKODPSIINO.COM ;.LBE 2 GEOTECH: KRAZAN & ASSOCIATES, INC2205 UTILITIES: COY AVENUE TO LOBAKERSFIELD, CA 93307R.C.E.(,i602 U PH: (661)837-9200 EXP. IS'30,'tq CONTACT: DAVID JAROSZ w QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL Q 1998 SAMA BARBARA STREET SUITE 200 DR7'� SAN LUIS OBISPO, CA 93401 CT PG & E PH: (805)250-2891 v CONTACT: ALBERTO LOPEZ 2101 H STREET ALOPEZODPSIINC.COM a o HARRIS ROAD PH: (877)743-7782 BEING A SUBDIVISION OF LOTS 18 & 23 OF SALES MAP OF THE LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING A PORTION OF THE O w IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. Lu BENCHMARK cc � w PANAMA LANE LLI 'n[/ .9 pi � WATER RESOURCES DEPT, BRIGHETHOUSE NETWORKS rn s DIAL TOLL FREE 811 OR aA/////' I'' 3-a_(7 1000 BUENA VISTA ROAD 0 S_ BERKSHIRE 0 f J(rWw,vwl oaroti, Pan1uQ ROAD , — z❑ w❑ �+❑— (1-800-227-2600) R.cr. #iO100$�C}(P �j I;pl1 $� ' _ r0 YA al¢ SEWE STORM DRAIN 117¢ B; 3rr AT LEAST TWO CITY OF BAKERSFIELD DAYS BEFORE YOU 1�T1 1, ,f PROJECT LOCATION DIG UNDERGROUND SEFIIACE ALERT OF CALIFORNIA ❑ o McKEE ROAD 99 r y 1 TA FT HIGHWAY ' VICINITY MAP SCALE: N.T.S. PROJECT CONTACTS: OWNER / DEVELOPER N W E OWNER / DEVELOPER RIVER RANCH COMMUNITY, LLC. THE BEARING OF S 89'17'52" E FOR THE SOUTH UNE OF THE S.W. 1/4 OF SECTION 29, T.30S., 998 HUSTON STREET, SUITE $C a� GROVER BEACH, CA 93433 R27E. M.D.B.M. (AND BEING THE CENTERUNE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN ON THIS MAP. (805) 481-4033 P001«12 CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 1998 SANTA BARBARA STREET SUITE 200 w/36/)$) SAN LUIS OBISPO, CA 93401 SITE INFORMATION PH: (805)250-2891 W Z � N CONTACT: ALBERTO LOPEZ ALOPEZODPSIINC.COM 19.67 GROSS ACRES SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 5351 OLIVE DRIVE, SURE 100 rr1�JL L BAKERSFIELD, CA2 93308 (661)371-2800 ��„ _IN OF RECO'PH: -`16i,aCONTACT: s ROLLAND VAN DE VALKRVANDEVALKODPSIINO.COM ;.LBE 2 GEOTECH: KRAZAN & ASSOCIATES, INC2205 UTILITIES: COY AVENUE TO LOBAKERSFIELD, CA 93307R.C.E.(,i602 U PH: (661)837-9200 EXP. IS'30,'tq CONTACT: DAVID JAROSZ _ QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL Q 1998 SAMA BARBARA STREET SUITE 200 DR7'� SAN LUIS OBISPO, CA 93401 CT PG & E PH: (805)250-2891 v CONTACT: ALBERTO LOPEZ 2101 H STREET ALOPEZODPSIINC.COM Z LEGAL DESCRIPTION PH: (877)743-7782 BEING A SUBDIVISION OF LOTS 18 & 23 OF SALES MAP OF THE LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING A PORTION OF THE S.W. 1/4 OF SEC. 29, T, 30 S., R. 27 E., M.D.B.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. Lu BENCHMARK cc TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF TRACT MAP No. 6359 PHASE 2. ELEVATION = 344.54 (U.S.G.S. DATUM PER TR -6359-2 IMPROVEMENT PLANS) BASIS OF BEARINGS 11711D3F91ia[N�daU74IN:tl[HalUydpFtIPU7t:IH:U111.U11111RIP/919Y•Ys]:i.91:iRN1117Y.Y.97U117.IsP1171R.9�9�i@F'I:1Na OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXI G UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER,RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING'OF ANY CONSTRUCTION ACTIVITY. COMPUANCEWITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 51`15C372120 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. U N 0 N THE BEARING OF S 89'17'52" E FOR THE SOUTH UNE OF THE S.W. 1/4 OF SECTION 29, T.30S., Q� `/ Piz, �� a� 1( a/�I b / R27E. M.D.B.M. (AND BEING THE CENTERUNE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN ON THIS MAP. APPF4Vtv1 DAA11fft- P001«12 oATE R.c•r. d6r°o$ (ow. w/36/)$) 1 SITE INFORMATION 11711D3F91ia[N�daU74IN:tl[HalUydpFtIPU7t:IH:U111.U11111RIP/919Y•Ys]:i.91:iRN1117Y.Y.97U117.IsP1171R.9�9�i@F'I:1Na OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXI G UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER,RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING'OF ANY CONSTRUCTION ACTIVITY. COMPUANCEWITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 51`15C372120 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. U N 0 ❑wc N m w a� Z K �n N -1w W J r U z0 $ v 1 - 31.44 GROSS ACRES � W Z � N a PHASE 1 - 71 LOTS - 19.67 GROSS ACRES w z 3 m It -Z N PHASE 2 - 42 LOTS - O w o 2 ❑ �m UTILITIES: J r Q Q qz U Q J 1 N ❑wc R.G is 1;002 EXP G':iOl al 1.1 7,)N6� �,?I CITY RECORDS NO: J N m w Z APN: 540-010-17 & 540-010-14 J r NUMBER OF LOTS: 113 - 31.44 GROSS ACRES � a PHASE 1 - 71 LOTS - 19.67 GROSS ACRES m It -Z N PHASE 2 - 42 LOTS - 11.77 GROSS ACRES 2 LJ UTILITIES: U 3141-1 N Q DR7'� CIN FIRE DEPARTMENT CT PG & E v APPROVED. NLB 0P I.. 2101 H STREET ftC¢ 'L�P1�V2 Z BAKERSFIELD, CA 93301 PH: (877)743-7782 I— ^ L PH: (661)326-3911 cc Lu cc LLI LLI 'n[/ .9 pi � WATER RESOURCES DEPT, BRIGHETHOUSE NETWORKS DIAL TOLL FREE 811 OR aA/////' I'' 3-a_(7 1000 BUENA VISTA ROAD PH: (661)323-4892 BAKERSFIELD, CA 93311 J(rWw,vwl oaroti, Pan1uQ Df11'e PH: (661)326-3000 TELEPHONE (1-800-227-2600) R.cr. #iO100$�C}(P �j I;pl1 $� nv TELECOM SEWE STORM DRAIN PH: (661)616-5500 AT LEAST TWO CITY OF BAKERSFIELD DAYS BEFORE YOU 1�T1 1, ,f PUBLIC WORKS PH:(661)326-3724 DIG UNDERGROUND SEFIIACE ALERT OF CALIFORNIA D $.,�, ., _ r y R.G is 1;002 EXP G':iOl al 1.1 7,)N6� �,?I CITY RECORDS NO: J N m w Z J J r � a m It -Z N Uj ILL] 2 LJ U U N Q v Cca Z ~ I— L H cc Lu cc LLI LLI cc > cf) r w w m w 00 GENE 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROU!9D PIPEUNES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER OF BAKERSFIELD. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY-, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL ALLEGED, CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5. SEE SEWER IMPROVEMENT PLANS FOR STORM DRAIN IMPROVEMENTS AND SPECIFICATIONS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049 8. DPSI INC SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DPSI INC. 9. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 10. STAMP. AN "S" IN CURB FACE OVER EACH SEWERLATERAL. 11. STAMP A "C" INTO THE CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY -WORK BEING 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 -AS REQUIRED SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. DETAIL' IS BASED ON CITY OF BAKERSFIELD STANDARD DETAILS, 1989, EXCEPT FOR THE FOLLOWING PROPOSED DETAILS: ST -1 CURB AND GUTTER T-1 STREET SIGN - POST TYPE ST -3 SIDEWALK T-19 STREET SIGN - MISCELLANEOUS ST -6 PAVEMENT PATCHES T-34 TRAFFIC SIGNAL INTERCONNECT ST -7 SF DRIVEWAY APPROACH (PROPOSED STD) -WIRING BOXES (PROPOSED STD) ST -9 STREET SPECIFICATIONS D14 - CATCH BASIN - TYPE A ST -10 STREET SECTIONS Dib - GUTTER DEPRESSIONS ST -11 STREET CROSS SECTION CALTRANS STD A88A ADA RAMPS ST -13 SURVEY MONUMENT ST -14 STREET LIGHT MAST ARM TYPE ST -15 CUL-DE-SACS ST -16 STREET KNUCKLE ST -17 WIDE CROSS GUTTER ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS 14. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA.) 15. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. GENERAL NOTES - ASPHALT CONCRETE 1. ASPHALT CONCRETE SHALL BE TYPE "A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE "B" (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, 'ASPHALT CONCRETE;' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE "A (MODIFIED) OR TYPE 'B" (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE', OF THE STANDARD SPECIFICATIONS FOR %" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR.TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE 'B" (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 'STEAM -REFINED PAVING ASPHALTS', IN SECTION 92-1.02, "GRADES', OF THE STANDARD SPECIFICATIONS. 4.. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF THE ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE', OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. rc C. AN. ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE S SUBMITTED WITH THE MIX DESIGN, ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF '^ THE DESIGN MIXTURES AS DETERMINED BY ASTM D-2041. THE ASPHALT CONCRETE MIX S SHALL MEET WITH THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE', OF THE R; STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS i PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL N BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAWCUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED G PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL THE OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE', OF THE STANDARD SPECIFICATIONS SHALL BE MET. n 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO r5 PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. i 10. INTERSECTION AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY Yi THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PUNS AND AS o DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED G TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 $ FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BEC PAL ED ALONG THE TRANSVERSE DROP-OFFS ON EACH UNE. SUCH ADDITIONAL ASPHALT CONCRETE p SHALL BE HAND RAKED AND COMPACTED FORM TEMPORARY CONFORMS BEFORE w THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED i, BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE GENERAL NOTES - ASPHALT CONCRETE (CONTINUED) 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE. DROPP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY THE ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CAUFORNIA 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 FOR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CIN ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED 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 DEVELOPERS EXPENSE 16. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE OF EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. 17. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRADING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.03, "CONSTRUCTION', OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPUED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAST SHALL EITHER BE ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. 18. THE SUBGRADE BENEATH SURFACING FOR MEDIAN ISLANDS SHALL BE CHEMICALLY TREATED FOR WEED CONTROL THE CHEMICAL SHALL BE 6-DICHLOROBENZONITRILE, AND SHALL BE APPUED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THESE SPECIAL PROVISIONS. THE RATE OF APPUCATION SHALL BE FOUR (4) OUNCES OF ACTIVE CHEMICAL PER ONE HUNDRED (100) SQUARE YARDS OF SUBGRADE SURFACE ARE TO BE CHEMICALLY TREATED FOR WEED CONTROL. ASPHALT CONCRETE SHALL BE PLACED OVER THE TREATED SUBGRADE WITHIN TWO (2) HOURS OF CHEMICAL APPLICATION WHEN THE AIR TEMPERATURE IS HIGHER THAN 50'F, ASPHALT CONCRETE SHALL BE PLACED ON TREATED SUBGRADE WITHIN TEN (10) HOURS OF CHEMICAL APPUCATIONS. SHOULD A 'WETTABLE POWDER' TYPE CHEMICAL BE USED, A SUITABLE FUGITIVE DYE SHALL BE INCORPORATED IN THE MIXTURE SO THAT THE COVERAGE AND SPREAD RATE MAY BE VERIFIED. 19. FULL COMPENSATION FOR CHEMICALLY TREATING SOIL AS SPECIFIED IN THIS SECTION WILL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE YARD FOR PLACE ASPHALT CONCRETE (MISCELLANEOUS AREAS). END 'C'. 20. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING, STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. B. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 21. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE CONFORMING TO SECTION 200-2.2 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 MATERAIHLS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 22. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: A: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL TIERON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABUSHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABUSHED BY THE ENGINEER. GENERAL NOTES BASE MATERIAL 45' R/W DEDICATION TO BE RECORDED BERKSHIRE ROAD R/W & P/L LOT TREATMENT LEGEND: CONCURRENTLY WITH THE FINAL MAP TRACT BOUNDARY PER DOG # III 1T % (E) PAVING 45' 6.23' LANDSCAPE EASEMENT NEW ASPHALT PAVING FL MASONRY WALL PER 34' 34' 11' SEPARATE PLANS ® (E) STORM DRAIN MANHOLE 6.13' 8' O NEW STORM GRAIN MANHOLE *SLOPE FROM 2' MIN. 2' OO (E) SEWER MANHOLE 41 MAX: HIGHEST GUTTER \ NEW SEWER MANHOLE M� PAp Gam• NEW STREET LIGHT *1.5% MIN *L5% MIN N., 3.4% MAX. 3.4% MAX. N. I / 2% M 3.10' (E) SIGN J i NEW SIGN FUTURE - _ =�-�L- - ` -. _ '�'.�'�^-^'�.- " ..,. - 5.33' DETACHED ... 2 MAX + NEW STREET SIGN SIDEWALK EXISTING GROUND \ SEE DETAIL OO (E) MONUMENT BERKSHI E ROAD STA. 10+00.00 TO 13+07.11 1 TYP. ^ NEW MONUMENT A NOTE: TI=6.0 =3 N.T.S. NEW WALL • 0.30' TYPE 'A' AC Ct (E) FIRE HYDRANT 1 0.50' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION 0.70' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY (E) BLOWOFF VALVE (E) STREET SIGN D STORM DRAIN R/W & P/L R/W & P/L S SANITARY SEWER 60 F -,� a - SLOPE (SEE GRADING PLAN) FL CL 10' - 20, FRONT YARD ---- TRACT BOUNDARY 40' 2' r 8' 10' SIDE YARD TYPICAL TRACT RIGHT OF WAY BOUNDARY 20' � 20' -���� PAD TR 7243 TR 7267 PHASE LINE \ R/W & P/L R/W & P/L 1.5% MIN 1.5% MIN z% 2% MIN. 60' 3.4% MAX 3 4% MAX, M I 21 MAX FL F L _ CL 10' SIDE ROUGH 40' 2' 8' 5' GRADE / LINE 20' 1 20' 60' RIGHT OF WAY \ B SEE DETAIL 1 TYP. � � PAD N.T.S. 1.5% MIN 1.5% MIN / % NOTE: TI=4.5 R=35 3.4% MAX 34% MAX, MA% 2% MIN 0.20' TYPE 'B' AC L i--+-.-�• - J / 2:1 MAX 1 0.40' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION EXISTING CURB & GUTTER --r 2 0.50' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY NOTE: SAWCUT 1.0' MINIMUM AT WEST \ \ END AND MATCH EXISTING PAVEMENT SEE DETAIL 1 TYP. AS DIRECTED BY CITY ENGINEER. RIO VERDE DRIVE C NOTE: TI=4.5 =35 N.T.S. ATTACH WOOD FENCE 0.20' TYPE 'B' AC TO METAL POST CHAINUNK FENCE n 0.40' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION '_ 0.50' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY 3' RETAINING WALL FINISHED. PAD 2 (PER SEPARATE PERMIT) LANDSCAPE AREAS ARE TO EXISTING GROUND 0.63' VAR* 2' TO MINIMIZE EXCESS�ED TYPE "B" CURB AND LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE \ GUTTER PER ST -1. 2% \ 2% MAX AREAS OVER 2%. MAX EXISTING 4:1 MAX AT CANAL/DITCH ~- LANDSICAPE EASEMENT D TRACT BOUNDARY 4.5' SIDEWALK PER ST -3. N.T.S. y z ROUGH GRADE LINE ROUGH GRADE 0.5' OF COMPACTION *4.5' IN TR -IRE ZONES 0.4' BELOW UNDER CURB, GUTTER AND (LOCAL STREETS) GUTTER FL APPROACHES PER ST -9. 5.5' IN BERKSHIRE RD. DETAIL 1 - TYPE 'B' CURB AND GUTTER TYPICAL TO 95% OF THE MAXIMUM RRUr caa/n�,. _�WY 11, DENSITY IN ACCORDANCE WITH ASTM D-1552 1. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET EITHER. THE �p��? SPECIAL NOTES 0 SPECIFICATION FOR CRUSHED MISCELLANEOUS BASE (CMB) PER SECTION 200-2.4 y F Qo 2% MIN. 2' MIN. OF THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATION FOR PUBLIC cno r+ 41 MAX. WORKS CONSTRUCTION, THE GREENBOOK, OR CALTRANS STANDARD SPECIFICATION 326 * NO 67602 * Q D A! IN�1l f RECi FOR CLASS 2 AGGREGATE BASE (SECTION 26-1.02A) / 'Irl SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OR P ,YAC / V OBTAINED. MATERIAL THAT MEETS THAT CALTRANS STANDARD SPECIFICATION FOR CLASS 2 OF CA1.1F L. ERTOLOPEZ AGGREGATE BASE (SECTION 26-1.02) WHICH ALLOWS EITHER 100% OF THE R.C.E. 67602 FUTURE %MAX2 / CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD VOLUME TO BE CRUSHED AGGREGATE ROCK OR TO 50% THE VOLUME TO y y� DETACHED RE BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN � SIDEWALK CONCRETE BASE, CEMENT TREATED BASE OF COMBINATION OF THOSE MATERIALS. rn-/ Ho HILILG AGGREGATE BASE SHALL BE FURNISHED AND PLACE IN ACCORDANCE WITH THE APPROVED: L ALBEVT6 LOPEZ DATE CONTRACT PLANS, THE STANDARD SPECIFICATION FOR PUBLIC WORKS R.C.E. #67602 1 TYP. CONSTRUCTIONS AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET LLI GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE f cc MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D.-1557. CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR \.1� R.C.E. 67602 UPGRADING AS PER CITY ENGINEER. 2. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT ��A4lA �'h p STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PUNS, CITY APPROVED: DANIEL PADILLA DATE REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO DRY R.C.E. #67008 (EXP. 9/30/18) WITHIN THE CITY TOLERANCES AND COMPACTED 11, DENSITY IN ACCORDANCE WITH ASTM D-1552 J 6.13' SPECIAL NOTES 0 J 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF 8' 2' MIN. CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN cno 2' MIN. AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) / 326 PRASE D O 2 D A! IN�1l f RECi NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A / 'Irl SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN > a O OBTAINED. U INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. L. ERTOLOPEZ 5.33 R.C.E. 67602 PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT %MAX2 ERP 6/30// CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2 o CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR P14ASE \ APPROVAL 10 DAYS PRIOR TO PAVING D7 I 1"F REd0R0 STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL SEE DETAIL PROVISIONS SECTION 86-6.01 OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER. 1 TYP. It ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET LLI W cc s CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR L.VBER76LOPEiV R.C.E. 67602 UPGRADING AS PER CITY ENGINEER. EXP 6/30/11 2% MIN. 2:1 MAX. �A 45' R/W DEDICATION TO BE RECORDED CONCURRENTLY WITH THE FINAL MAP PER DOC. # 34' 2, I EXISTING GROUND *1.5% MIN �v �v BERKSHIRE ROAD TRACT BOUNDARI 34' *SLOPE FROM HIGHEST GUTTER *1.5% MIN BERKSHIRE ROAD STA. 13+07.11 TO 18+75.75 E NOTE: TI=6.0 =35 N.T.S. 0.30' TYPE 'A' AC 0.50' ,CLAS., BASE COMPACTED TO MINIMUM 95% RELATIVE COMPAC' 0.70' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY 45' R/W DEDICATION TO BE RECORDED �L CONCURRENTLY WITH THE FINAL MAP BERKSHIRE ROAD PER DOC. i TRACT BOUNDARY (. IT 2 EXISTING GROUND FUTURE -- DETACHE SIDEWALK `EXISTING GROUNDJ} F BERKSHIRE ROAD STA. 18+75.75 TO 22+30.79 NOTE: TI=6.0 =35 N.T.S. 0.30' TYPE 'A' AC 0.50' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COM PAC' 34' i i 34' *SLOPE FROM HIGHEST GUTTER *1.5% MIN *1.5% MIN 45' 45' N.T.S. R/W & P/L R/W & P/L 11, 11' J 6.13' 8' 0 J 6.13' 8' 2' MIN. t cno 2' MIN. J j J �n C F. / w w D O 2 Z w / CW G w > a O 2%J U -- 5.33 q %MAX2 '3 r5.33' � o MAX Z \ a \ i F Z SEE DETAIL W 1 TYP. It LLI W cc s N SEE DETAIL 1 TYP. R/W & P/L LOT TREATMENT 6.23' LANDSCAPE EASEMENT MASONRY WALL PER SEPARATE PLANS 3.10' LOT TREATMENT 6.23' LANDSCAPE EASEMENT MASONRY WALL PER SEPARATE PLANS 13 I, I- 7) (, 7 11, rn t w �d J 6.13' 8' 0 J n J 2' MIN. t cno a J j J �n C F. / w w D O 2 Z w / CW G w > a O 2%J U -- 5.33 q QJ '3 U � o MAX Z \ a \ i F Z SEE DETAIL W 1 TYP. LOT TREATMENT 6.23' LANDSCAPE EASEMENT MASONRY WALL PER SEPARATE PLANS 3.10' LOT TREATMENT 6.23' LANDSCAPE EASEMENT MASONRY WALL PER SEPARATE PLANS 13 I, I- 7) (, 7 N rn t w �d J U m� Z 0 J n J 0 t cno a J j J �n C F. ry w w w D O 2 Z K w N CW G w > a O O o U a w m q QJ N rn t w �d J U m� Z wm J n J Q E t LIZ`So W O a J j J �n C F. ry w w a w'm w mgv D O 2 Z LL oq 3 w N CW G LLJW 0 �m N J Z n J N J � r a F. ry w w D ti Z H w N CW G LLJW U fn q p U � o H Z ~� a O < F Z W It LLI W cc s N P m n N � r m ry w w w d w = i V w O 0 o ao s 380 3701 360 350 340 360 350 340 360 350 340 9+00 13+50 14+00 rO.c. T,65 RACT BOUNDARY 9 1 �W�xoNZ ¢a a mQ.Q a n >-m o0m6+r:=TRACT 0 2 6359 `- L=14!3.90', R=2000.OD', i 5'56.15" _ yob 11+00 12+00 6t 22 TRACT / 15 NI BOUNDARY 1 m (- 14 _ - - _ = M- _� �� 6 R/W PROPOSED Q> N 6.23' LANDSCAPE , EASEMENT 47 , TIE INTO EXISTING INTERCONNECT PULL BOX PROPOSED 0.79' LANDSCAPE EASEMENT 46 WILD MUSTANG DRIVE SEE SHEET 5 4:1 133+0000 { L=307.40', R=2000.00 D=8748'22.48 c c PROPOSED 6.23' LANDSCAPE EASEMENT 48I ROPOSED 0.79' JDSCAPE EASEMENT II - 1 R/W V (E) BLOWOFF VALVE 15+00-" KK v TANGENT' 14+0O �D w.-- �O v D C2 � m ALES LOT LINE a -15 -_ " 46.39' ¢ a f�m NEW ASPHALT PAVING 448.54' ----169.70'--_ a� r PROPOSED - - - - _ F w 131.86 C6 (E) STORM DRAIN MANHOLE n I PROPOSED 0.79' 40' 0' 40 80' 30.65 -11 LANDSCAPE EASEMENT z_ TRACT BOUNDARY ~:I I I _ ' W W m ' O _ m o= w PHASE LINE _'O r _ _ _ _ TRAFFIC SIGNAL INTERCONNECT +W z tt 0 0 zx 0~ ¢ m - SEWER EASEMENT m w W IX GRADE BREAK r m STRAIGHT GRADE 68 o 0 0 W N C) (E) SEWER MANHOLE f K Q O X110 e �Uo / R/W /^\ an 2 FL PVI 00. Q NEW SEWER MANHOLE / R/W DAYLIGHT a o a . r L l ✓ai `- L=14!3.90', R=2000.OD', i 5'56.15" _ yob 11+00 12+00 6t 22 TRACT / 15 NI BOUNDARY 1 m (- 14 _ - - _ = M- _� �� 6 R/W PROPOSED Q> N 6.23' LANDSCAPE , EASEMENT 47 , TIE INTO EXISTING INTERCONNECT PULL BOX PROPOSED 0.79' LANDSCAPE EASEMENT 46 WILD MUSTANG DRIVE SEE SHEET 5 4:1 133+0000 { L=307.40', R=2000.00 D=8748'22.48 c c PROPOSED 6.23' LANDSCAPE EASEMENT 48I ROPOSED 0.79' JDSCAPE EASEMENT II - 1 R/W to 0 o � > a0 W U T LEGEND: U Z (E) PAVING ¢ V (E) BLOWOFF VALVE 15+00-" KK v TANGENT' 14+0O �D w.-- �O - n D C2 � m _ _ STORM DRAIN PER SEPARATE PLANS -15 -_ to 0 o � > a0 W U T LEGEND: U Z (E) PAVING ¢ � v � N WATER LINE ri PER SEPARATE PLANS 56 57 V (E) BLOWOFF VALVE } KK v TANGENT' PROPOSED 6.23' O (E) STREET SIGN LANDSCAPE EASEMENT e n m w C2 � m wa 65 K " 46.39' ¢ S S f�m NEW ASPHALT PAVING 448.54' ----169.70'--_ a� r PROPOSED 0.79' F w 131.86 C6 (E) STORM DRAIN MANHOLE n I PROPOSED 0.79' 40' 0' 40 80' 30.65 -11 LANDSCAPE EASEMENT I 64 I TRACT BOUNDARY ~:I I I _ U0- m ' O RIGHT OF WAY / -----_-.1-3>0)��+(350) PHASE LINE _'O r _ _ _ _ TRAFFIC SIGNAL INTERCONNECT +W z CONDUIT W/ PULL BOX NEW STORM DRAIN MANHOLE Y Q SEWER EASEMENT W W IX GRADE BREAK r m STRAIGHT GRADE 68 o �. 30' WIDE SEWER N C) (E) SEWER MANHOLE 0207084777 CREEK DRIVE CONSTRUCTION NOTES e / R/W /^\ an 2 FL PVI O Q NEW SEWER MANHOLE / -_ Elf W r I STA=10+23.04 DAYLIGHT - _(350 ��_ <Z>1 NEW STREET LIGHT -( 17 - ILLI W ELEV=343.79 - ELEV=346.57 N (E) SIGN z aIcc 50.00' VC V) 18+� 137. g7. m �- NEW SIGN N80' 44' 32.84"E 281.59' -______.-'� JN80' qq' 32.84" E ._ __ �_- �\ Y L+ -I NEW STREET SIGN .' 17+00 W VI ' 7 Ld 17 (E) MONUMENT 116+00 N D I 14 Lb 0 NEW MONUMENT I Q ,Lz i TRACT _ _ _ -,•_ �`--� W E M O NEW WALL BOUNDARY _ - ,: � _®-- � � NO' _ m+0 NN _ _i R/W Cg (E) FIRE HYDRANT � v � N WATER LINE ri PER SEPARATE PLANS 56 57 BERKSHIRE ROA 11Z-1111 APPROVED: L ALBERT0k6PEZ DATE PHASE t R.C.E. #67602 3 -a -r7 APPROVED: DANIEL PADILLA DATE A R.C.E. #67008 (EXP. 9/30/18) E NO 67602 01V1 '%' m V (E) BLOWOFF VALVE } KK v TANGENT' PROPOSED 6.23' m o 0 (E) STREET SIGN LANDSCAPE EASEMENT e n m w C2 � m wa 65 ^ " 46.39' + C S S f�m aM 448.54' ----169.70'--_ a� r PROPOSED 0.79' F LANDSCAPE EASEMENT 131.86 C6 GRADED SLOPE (SEE GRADING PLAN) n I PROPOSED 0.79' 40' 0' 40 80' 30.65 -11 LANDSCAPE EASEMENT I 64 I TRACT BOUNDARY ~:I I I _ U0- m ' O BERKSHIRE ROA 11Z-1111 APPROVED: L ALBERT0k6PEZ DATE PHASE t R.C.E. #67602 3 -a -r7 APPROVED: DANIEL PADILLA DATE A R.C.E. #67008 (EXP. 9/30/18) E NO 67602 01V1 '%' m V (E) BLOWOFF VALVE m I aW N _. TANGENT' w Oo o 100.24' (E) STREET SIGN �M 66 50.13 C2 46.40' D STORM DRAIN ^ C3 46.39' + C S S SANITARY SEWER m N Cm 448.54' ----169.70'--_ a� w WATER LINE 263.35' 2034.00' 7'2506.52" 131.86 C6 GRADED SLOPE (SEE GRADING PLAN) n I PROPOSED 0.79' 40' 0' 40 80' 30.65 -11 LANDSCAPE EASEMENT --- TRACT BOUNDARY ~:I 29.43 1 U0- m ' O RIGHT OF WAY O HORZ SCALE:1"=40' o ® PHASE LINE _'O r _ _ _ _ TRAFFIC SIGNAL INTERCONNECT +W z CONDUIT W/ PULL BOX DO W Y Q SEWER EASEMENT W W IX GRADE BREAK r m STRAIGHT GRADE 68 �. 30' WIDE SEWER N EASEMENT PER DOC 0207084777 CREEK DRIVE CONSTRUCTION NOTES �vS EET 7 2 z 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00BERKSHIRE ROAD ,4+50 SCALE: 1" = 10' VERT. 1" = 40` HORZ. 15+00 15+50 16+00 16+50 17+00 17+50 380 370 360 350 340 360 350 340 360 350 340 18+00 18+25 OCONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRNEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. OINSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. OADJUST TO GRADE. O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. OS INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL ASBA, DETAIL B. OINSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). OEXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. OPROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 8 16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 17 CONSTRUCT TYPE "B" CURB AND GUTTER PER BAKERSFIELD STD. ST -1. Qj NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. Tt A% Gggygylyy yq yqy� ��ya yyp LHAW 1■9'�A i ■FL," L.Attip7f71:)l.0'� �- - - R.Cc j/, 2 pu"E EXP 61aoi t CIM D L. LBERT LOP / R.CE.67602 EXP. 6/30/11 CURVE TABLE CURVE # LENGTH RADIUS _. TANGENT' C7 100.24' 2034.00' 2'49'25.22" 50.13 C2 46.40' 30.00' 88'37'34.17" 29.29 C3 46.39' 30.00' 8835'51.22" 25'- I 105.30'. 448.54' ----169.70'--_ 13°04'18.62" 225.25 148.54'- 263.35' 2034.00' 7'2506.52" 131.86 C6 47.76' 30.00' 91-13'14.29" 30.65 - --- 30.00 - 29.43 1 U0- -- ---. -.. --- ---. ----c' z Y W W IX Wcc m uj N FL PVI FL PVI z r I STA=10+23.04 STA=/1+28.34 ELEV=343.79 - ELEV=346.57 .. z aIcc 50.00' VC 100.00' VCO m ,p ? oM.o E M O M NO' m+0 N3 mN � II M mM fOm ao m U ^N +W rym `M] ¢x<JJ NUWWW Q>M �m +W +EXISTING GROUND AT FL- 0.43% 439< 0 0.55% 0.329, -- L �� 0.60% `LPROPOSED 264%0.36% NORM FLOW LINE PROFILE J JI U J T U ^ M w oa m^__moj -Om + -mM O U Om 0<+V Mm +� bM ^M �M Nn ^m aM f OAU oa +a +a f NM II� IIS c; inm `M `M II II II II II ¢w ¢w Oar +a +am.. on till ill p II II ¢ mW .mow (~/IW OMX f~/IW QW NW IQ -J mw IIi II N� N� 0 o.a6% 0.40% II -- 0% -- 30 t- t_ mw 1.28% 00,77% 1,77% CENTERLINE CENTERLINE 2 G 25.00' 75.24' 263.35' W w m PVI STA=10+26.84 v o w x PVI ELEV=343.81 50.00' VC o M w m o .3 m -U m -gyp vi m O. N W _^O m ^N +N _rO O J m w 4 a N N N I'l 1(l m + w -n m° + ci c a �? ^ '� EXISTING GROUND AT FL ^! o o .� a a ^ M o- m a On m re m a �1 +< Na '-II IIM IIM It +y ¢ +a IIM FII FII II mM O "' o Q II +�Wd a m W Nw/ Q J mw I�W_ti 1J ,nw1.18%,Fi'� o-` NW ¢� --O M � J � w � m -- _ w 0.66% a�aw Fa mi,= w m 0.50%' �- 0.97%- �n wEa 1w 287% " r- 47.76' 46.48' 46.40' 46.39' SOUTH FLOW LINE L-� -- ---�_- -- -- -- -- 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00BERKSHIRE ROAD ,4+50 SCALE: 1" = 10' VERT. 1" = 40` HORZ. 15+00 15+50 16+00 16+50 17+00 17+50 380 370 360 350 340 360 350 340 360 350 340 18+00 18+25 OCONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRNEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. OINSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. OADJUST TO GRADE. O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. OS INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL ASBA, DETAIL B. OINSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). OEXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. OPROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 8 16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 17 CONSTRUCT TYPE "B" CURB AND GUTTER PER BAKERSFIELD STD. ST -1. Qj NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. Tt A% Gggygylyy yq yqy� ��ya yyp LHAW 1■9'�A i ■FL," L.Attip7f71:)l.0'� �- - - R.Cc j/, 2 pu"E EXP 61aoi t CIM D L. LBERT LOP / R.CE.67602 EXP. 6/30/11 CURVE TABLE CURVE # LENGTH RADIUS DELTA TANGENT' C7 100.24' 2034.00' 2'49'25.22" 50.13 C2 46.40' 30.00' 88'37'34.17" 29.29 C3 46.39' 30.00' 8835'51.22" 29.27 C4 448.54' 1966.OD' 13°04'18.62" 225.25 C5 263.35' 2034.00' 7'2506.52" 131.86 C6 47.76' 30.00' 91-13'14.29" 30.65 C7 46.55' 30.00 8953'44.27" 29.43 1 LINE TABLE LINE# LENGTH DIRECTION Li 231.37 S80- 44' 32.84"W 134 419.45 S89 44' 32.84"W T w W 0 d Q a�g�g�gg r J U W> o f n` i t r / z J Q <Z, W0ug Y f O¢n c tiz0 N mi Of L o Vim. a�g�g�gg r J N z J Q aQ tiz0 N CW Of L 0>� U U0- z Y W W IX Wcc m uj N a w w il/ w w M 0 a Q M 0 LY F - Ed ww Lr = = N N W Y LLI N W Ln 370 360 350 340 370 360 350 340 FLOWAGE AND DRAINAGE EASEMENT \Y —.� TO CITY OF BAKERSFIELD PER DOC. om m� WIDE SEWER 1 \\h\ AENi PER DOC 2070877. // i S Y ++ STA=19+04.88 w o - BERKSHIRE ROAD PHASE BNDY o \NIQI \m+J� yyII.. o\~R W1 DAYLIGHT_ .<a„' / �/�`� ` \ �oa ll IPROPOSED 0.7 LANDSCAPE EASEMENT( ulo 67 r o �I00 IQ r 330 17+75 18+00 PROPOSED NORTH FLOW LINE FUTURE TRACT 7304 f`iflfl IJ,J I �- I j Illi f °�/j/rt'6ox1s' 40II111 P (� "= ; `\° II Ill I U w � I � r,ASlaii���.,f � it SE EXISTING BASIN S ff * {b f f II( TEMPORARY BASIN f f f f G E m X0.6) V REQ=2,994 CU FT �fJj I ljff If + j +J V PREV=18,000 CU Fr IoNi J D (LIGHT LIj�II na q60 NEW POWEI16 III J (jj f f �.I m 1¢(I If ( E t�fw j I oz f�lll f �C 1 !f tfi l ' 19 DAY 7 I�f+ i 1 �I 11 If I I /// N ftIt aNa� 1+Ulf I - RAW STA=20+86.49 � ¢BERKSHIRE ROAD LL N \ PROPOSE LANDSCAPE EASEMENT BERKSHIRE ROAD PHASES 1 AND 2 FL 1 18+50 19+00 19+50 z°+°° 20+50 21+00 21+50 BERKSHIRE ROAD SCALE: 1" = 10' VERT. I" = 40' HORZ. F14ASE 2 D ING F ECORI Y L.ALBEE: R 0LOPEZ R.C.E67602 EXP. 6/3o/11 _ SHIRE ROAD EC 5 356.254 TOP RAIL W E 7�t"L 1O fi lh'V(EI BERKSHIRE ROAD TRACT BOUNDARY J 14 +tiL Ip I I 89' 18' 07.03'W 6.37' 40' D' 40' SD' I i I f f f SUNSET RAILROAD o o o w I f 7 HORZ SCALE:1 "=40' n mm i I f I 356.201 -PHASE A E 4 + n t i i TOP RAIL r1TUG 1. I O ,WIN F RECORD 0 1 1'f Q N I PI 6 37 O I 356.215 �i ' TOP RAIL \\\ 100' WIDE PG&E EASEMENT AS RECORDED MAY 12, 1953, IN 4 3'9EpLOW/R.C.E. 67602 BOOK 2079, PAGE 544, O.R., EMP, &301/1 2081,AND MAY 15, 953. PAGE 1223 O.ROKf if .gOFE66/ �oc�Y�p C � /o11111tP APPROVED: L AU3tRTOkOPEZ DATE NO 67602 R.C.E. #67602 of CA Vie" e �12A Ip'OU>,i".'.t ldw,10t APPROVED: DANIEL PADILLA DATE R.C.E. #67008 (EXP. 9/30/18) 22+00 22+50 370 360 350 340 370 360 350 340 330 23+00 aw 3f0 - o 0w0 D o«m I a I+w PROFILE VIEW - G SC•LE: 1• - 10' VEHf. xu 3w m 2.W 2.0 PROFILE VIEW - H scue: t• - to ws. CA' N9XM AV7fRCOWCT1WAAIIW1 RLOLCK T8-:1 F 9 O O �-,L/ . FO AfO.5 (N07 REOU/Rf0 FO4 N0:5 PULLBOX) (N WE COLOR AS906YENIS o .PAIL RWDON J COLOR spy 8-8 CAPPED IN PULL BORES II N. DETULS 6_ -i N B AUDIO IN NI W C AUDIO OUT RED 781-5 BUCK E AUCOIOUT ii a IB -1 PART CN' TTI' STANDARD SWT AIWROF£AH:Nd OISSON OF 78-1 7B -F CL a ll IPROPOSED 0.7 LANDSCAPE EASEMENT( ulo 67 r o �I00 IQ r 330 17+75 18+00 PROPOSED NORTH FLOW LINE FUTURE TRACT 7304 f`iflfl IJ,J I �- I j Illi f °�/j/rt'6ox1s' 40II111 P (� "= ; `\° II Ill I U w � I � r,ASlaii���.,f � it SE EXISTING BASIN S ff * {b f f II( TEMPORARY BASIN f f f f G E m X0.6) V REQ=2,994 CU FT �fJj I ljff If + j +J V PREV=18,000 CU Fr IoNi J D (LIGHT LIj�II na q60 NEW POWEI16 III J (jj f f �.I m 1¢(I If ( E t�fw j I oz f�lll f �C 1 !f tfi l ' 19 DAY 7 I�f+ i 1 �I 11 If I I /// N ftIt aNa� 1+Ulf I - RAW STA=20+86.49 � ¢BERKSHIRE ROAD LL N \ PROPOSE LANDSCAPE EASEMENT BERKSHIRE ROAD PHASES 1 AND 2 FL 1 18+50 19+00 19+50 z°+°° 20+50 21+00 21+50 BERKSHIRE ROAD SCALE: 1" = 10' VERT. I" = 40' HORZ. F14ASE 2 D ING F ECORI Y L.ALBEE: R 0LOPEZ R.C.E67602 EXP. 6/3o/11 _ SHIRE ROAD EC 5 356.254 TOP RAIL W E 7�t"L 1O fi lh'V(EI BERKSHIRE ROAD TRACT BOUNDARY J 14 +tiL Ip I I 89' 18' 07.03'W 6.37' 40' D' 40' SD' I i I f f f SUNSET RAILROAD o o o w I f 7 HORZ SCALE:1 "=40' n mm i I f I 356.201 -PHASE A E 4 + n t i i TOP RAIL r1TUG 1. I O ,WIN F RECORD 0 1 1'f Q N I PI 6 37 O I 356.215 �i ' TOP RAIL \\\ 100' WIDE PG&E EASEMENT AS RECORDED MAY 12, 1953, IN 4 3'9EpLOW/R.C.E. 67602 BOOK 2079, PAGE 544, O.R., EMP, &301/1 2081,AND MAY 15, 953. PAGE 1223 O.ROKf if .gOFE66/ �oc�Y�p C � /o11111tP APPROVED: L AU3tRTOkOPEZ DATE NO 67602 R.C.E. #67602 of CA Vie" e �12A Ip'OU>,i".'.t ldw,10t APPROVED: DANIEL PADILLA DATE R.C.E. #67008 (EXP. 9/30/18) 22+00 22+50 370 360 350 340 370 360 350 340 330 23+00 aw 3f0 - o 0w0 D o«m I a I+w PROFILE VIEW - G SC•LE: 1• - 10' VEHf. xu 3w m 2.W 2.0 PROFILE VIEW - H scue: t• - to ws. CA' N9XM AV7fRCOWCT1WAAIIW1 RLOLCK T8-:1 F 9 O O ABUT PANES, /4 . FO AfO.5 (N07 REOU/Rf0 FO4 N0:5 PULLBOX) (N WE COLOR AS906YENIS o .PAIL RWDON XIRF CYACt•.. 18-1w COLOR spy 8-8 CAPPED IN PULL BORES NMS N. DETULS A AUDIO AV NOTE' 781-I MUTE B AUDIO IN BLACK 78" BACK C AUDIO OUT RED 781-5 BUCK E AUCOIOUT GVM 781-6 GIVEN IB -1 PART CN' TTI' STANDARD SWT AIWROF£AH:Nd OISSON OF 78-1 7B -F O MAY BE ALLOWS WERE ACCLPTA&£ ALTEh?VAIE MEANS LIF 0 1D -I 18-1 6 NOT£.' 70 BE USED ON 00 O 18-1 78-3 (C"M A1) GASES C91 WF IS 1O BE LOCATED AR£ 70 BE 80.:6. WIDER 90£XX1A'. AREA 1B -J (Cantu In) -. 78-4 (Cantu In) STANDARD euro °8�: S"DW£ IO COI LNM 9ti£" WhY 18-4 (Caron 17) TRAFFIC SIGNAL R. $t° ft T8-5(Camm Cut) INTERCONNECT- SHALL BE BROUCIT AV70 PULL BOXES PARALLEL TO RE DUSTIIGWA& TAC INFTOTAL ANW$ANSEN1 - - WIRING AND PULL BOXES scW.e NPn. 18-5 (ram Gill Q IB -6 (Comm tut) CITY OF BAKERSFIELD 86-2050 WALLA WN' O`• HE STANDARD 9YCWAWIN CALIFORNIA T-34 78-6(a mO11) (Z>— AV7ERSECIKXV NEW STREET LIGHT AVILRS£CIIOV LOCATION A LOCA I&W 6 90ERLYXJI WAIL NTS CONDUIT LIDS 9ULL READ 'IRAFF7C 90` San) 7 pgoU KNOCK(N!T FOR 4 (IOGnm) ARkSOW 12 (.iKln1) J (75mmJ. KNOL'KLX7F F 9 O O NOL B -c affM FO AfO.5 (N07 REOU/Rf0 FO4 N0:5 PULLBOX) (N aEAN 1Ru9ED ' o B" ROGC SUM SEE 3(7511) MM. COVOW7S WALL DE ` STO.PLAN ES -8 spy 8-8 CAPPED IN PULL BORES YC11GV A -A' FGR i1MPONAL N. DETULS CM N125 PULLS" NIH LXIENSIGY (NO6 RVMX Xl7N ExaNs W S/NXAR) s ; .,. y •` , uucIT- lwe% , , / YYn°S R=4 ARIL TRAFFIC 9GVAL RTR716CWNFCT MAIL BE INSTALLLD PARIES R-4'(1.11) AN ("') ) ALONG ALL ARTERIAL AND CaLECIOR SIRE£TS OR AS'1NR£CMD AS NQ PART CN' TTI' STANDARD SWT AIWROF£AH:Nd OISSON OF INIERCONNECT CONOWT ALONG ARIETBAL OR CLNLECIOR S7REEIS" S*W 70 RALBOX MAY BE ALLOWS WERE ACCLPTA&£ ALTEh?VAIE MEANS LIF CO awzi SKW LR PROX11f71 FRAR AV THE air TRAfx NIS COU10ICAS ON MASTER PLAN NOT£.' 70 BE USED ON 00 ARI V -DUCT MITI 1S fifM (1 LW ALL 90011, COYDIIT IS ALLOXED TO BE PLACED AT GUT FR UP LITE IN ALL OMaTY QVIIIM t7CARON BACKBONE ROUIFS JOHN LW 8$ TRAFFIC C"#" WN MASTER PLAN, PIRL BOXES GASES C91 WF IS 1O BE LOCATED AR£ 70 BE 80.:6. WIDER 90£XX1A'. AREA NEW STORM DRAIN MANHOLE T-34.OWO ALLROY 07H& 2'50" STANDARD euro °8�: S"DW£ IO COI LNM 9ti£" WhY PUG. BoxfSAT4BB 120m MAXn10MIN7LRVAt. PALL LIM TRAFFIC SIGNAL R. $t° ft SHALL BF NO 5 W EX IVW5 AND 005MOVIS COAMT INTERCONNECT- SHALL BE BROUCIT AV70 PULL BOXES PARALLEL TO RE DUSTIIGWA& TAC INFTOTAL ANW$ANSEN1 - - WIRING AND PULL BOXES scW.e NPn. OF CONWI BETXEEN S SMALL NOT £XaM IN Q OfWLES A PULL RI CWNW 10 S£C70V CITY OF BAKERSFIELD 86-2050 WALLA WN' O`• HE STANDARD 9YCWAWIN CALIFORNIA T-34 SHALL BE ANawo AV ALL NITLRCOVNECT COI (Z>— FOR INSTILLATION CN' fU7URF CTNRJOCTORS - as rxm+csle Pusuc WORKS otvutluFti,• A 0 LEGEND: Lim(E) PAVING o J Q m w CM w w N � .NEW ASPHALT PAVING ti M W LSA U O o (E) STORM DRAIN MANHOLE a O NEW STORM DRAIN MANHOLE CL Q (E) SEWER MANHOLE Q �N Q NEW SEWER MANHOLE LV Ldm Ir (Z>— NEW STREET LIGHT 0 a (E) SIGN LU a -� NEW SIGN O O + NEW STREET SIGN m D (E) MONUMENT 0- Q NEW MONUMENT Q J NEW WALL (E) FIRE HYDRANT HEER� bi� �Y04+ b (E) BLOWOFF VALVE S a U -Q- (E) STREET SIGN W > o D STORM DRAIN spa bT z '(P S C31SI03N S SANITARY SEWER > WATER LINE — w— GRADED SLOPE (SEE GRADING PLAN) w $ w: -- - — TRACT BOUNDARY O §1 41: RIGHT OF WAY w .. PHASE LINE F¢ E O p 3� ° U w TRAFFIC SIGNAL INTERCONNECT ( O ¢ E - CONDUIT W/ PULL BOX xzg`m a m a 0w Sa — SEWER EASEMENT / wz 3 Q GRADE BREAK x �d 3 O STRAIGHT GRADE CONSTRUCTION NOTES U CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. OINSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. OADJUST TO GRADE. OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. OINSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). OEXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 9 PROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 1 6 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PH E. 17 CONSTRUCT TYPE "B" CURB AND GUTTER PER BAKERSFIELD STD. ST -1. Q 18 INSTALL TEMPORARY CHAIN LINK FENCE PER BAKERSFIELD STD. D-11. 19 .INSTALL 3' WIDE RIP RAP SWALE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. LINE TABLE LINEA I LENGTH DIRECTION L34 419.45 S80' 44' 32.84'W m w z o � N Y a w m 0 w � j N na 0 0 ¢ = z 2 o O O " w w zo > > z N_ N_ o w o a J N Z J Q m w aQ w w N � ti M W LSA O o 000— a X CL Q �N Ir LV Ldm Ir WLu W m w w w N � O o a SEE SHEET 3 BERKSHIRE ROAD cn Alikz DROVERS RUN ROAD m 40' 0' 40' 80' HORZ SCALE:1"=40' 370 360 350 340 330 360 350 340 330 325 ` ' ' 8+25 8+50 WILD MUSTANG DRIVE PHASE 1 EAST FLOW BERKSHIRE ROAD 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 WILD MUSTANG DRIVE SCALE: 1" = 10' VERT. 1" = 40' HORZ. 370 360 350 340 330 360 350 340 330 ' 325 14+00 TYPICAL DRIVEWAY LAYOUT N.T.S. AdNst R/IY a abtd, 4p' 40'mm, . LENGTH easement to oceommedrtte I k0"Nm. O bd deph.. of qp-.M. t5%inn 20%mox w a 70'lq 14 NEW STREET LIGHT -^- (E) SIGN C10 NEW SIGN RD`Mlt. NEW STREET SIGN 0 (E) MONUMENT QQ w a 6 I 1 AN'workmmsAp mdmofmlds shah cmWm:to 8. fqp eofan pmt f17m teeteriol A& mn.W ofprefamed s4s of 8m oppliccdle sectrm➢s„o,f tae edfirnbaaa enb'E'eC de� a re Xmt ca+pwnd' that amfwm to the reogierewis:of the n F Btmdatis Speerficnbons', aummt LYty rpprow+a eddlaa: &Y 0.37' (TYP.) BACK OF WALK 2 A moment46eet Peda(t. hosuM by Me Oty ofFirgmem a Bake f,ed RWc WAe Doperbnmt mast accanpony tmgth and eawmts Ad 0197 rib eemthg pot or sine the 0.00' (AT KNUCKLES 3'. SLSgwde sA0 be wmhactcd tore to grade and abalmg knprovements wkss allerwb. cheated by Ne ay fngheer... Dasa seelke m cmpaeted to XZ afmiaG = etv I tlemvty as deleorrmed by ASAI D 1557 be ,a dgdli of Y i good madhol and elh the P6.,apprav f of the O'ty AND CUL—DE—SACS) 4 C-Ote for &7w oppmoch shall cmbxm to At R/W 16.5' shah confmrado the reguwmnmds of Stwdvd Opki ST 11. canmeto t( reeent c 1.1 505lb/m 4 16.5' CoacretasAa# confam na adAhws mtess p^ spamtelp flat merro,&Wlx o prowl is atamed from Me Oty figvleef 2.0' a crostrucikn s/w# by PermrMed m sheaf a IWe, S Fmke- krone MO be. eu eoed oe the sNe. ptvmd y c rtr elove. next to the concrete and she# not be less Hag tS" Mh* after berg xr1awd yams Md sabyrode MW 4.87' (NP.) be wetted elety A'x^:m plecamont of emaeta m Existing deb, if ur gaol ooeo tion, may be saAet mN temoe:d 6 Cbnmete shed be horded snoofh edged and Hen- (curb m t' to accoeonedete croshaclmo of new fesrdmtld Aloe grmn a Aght bre. finish, bnmedmtety often finis* dpWoacb m widenag of Milting q* -bob hh 4.50' AT KNUCKL A' '2% AND CUL—DE—SACES S) MAX 45' TYP. 5' .. 10' (TYP.) 3 22' 3'3 22 3' 9.62' (AT KNUCKLES FL AND CUL—DE—SACS) 5' OR AT LEAST 20' TYPICAL DRIVEWAY LAYOUT N.T.S. AdNst R/IY a abtd, 4p' 40'mm, . LENGTH easement to oceommedrtte DELTA k0"Nm. O bd deph.. of qp-.M. t5%inn 20%mox (E) SEWER MANHOLE (') 70'lq 14 NEW STREET LIGHT -^- (E) SIGN C10 NEW SIGN RD`Mlt. NEW STREET SIGN 0 (E) MONUMENT QQ SECTION 'A A'" irof�r NEW WALL 1 AN'workmmsAp mdmofmlds shah cmWm:to 8. fqp eofan pmt f17m teeteriol A& mn.W ofprefamed s4s of 8m oppliccdle sectrm➢s„o,f tae edfirnbaaa enb'E'eC de� a re Xmt ca+pwnd' that amfwm to the reogierewis:of the Biala Of R,1 vymLnCR of %r8'IJP0.'tatipli ROnda'ds Spemfaa&ms'Aezalta as Standard Spedlhallons Btmdatis Speerficnbons', aummt LYty rpprow+a eddlaa: &Y A Sedma ofexmt q dove epprkoeh being rmwd fm epw mwt STORM DRAIN shop be, sowret of the binds of O as dwected by the pty -. 2 A moment46eet Peda(t. hosuM by Me Oty ofFirgmem lk seeid being weied shoo be o mnmum of 50'k Bake f,ed RWc WAe Doperbnmt mast accanpony tmgth and eawmts Ad 0197 rib eemthg pot or sine the be wok mthm He CV nghtrol way Roke men(: shah cmfum h drrnapson and iawNon to the odkeenl 3'. SLSgwde sA0 be wmhactcd tore to grade and abalmg knprovements wkss allerwb. cheated by Ne ay fngheer... Dasa seelke m cmpaeted to XZ afmiaG = etv la Seah'om bang repheM mey be pmmd ogdmsl awtmg pm aopt,, tlemvty as deleorrmed by ASAI D 1557 be ,a dgdli of Y i good madhol and elh the P6.,apprav f of the O'ty 6" below tap of subgrade.: Frrgmem.- Othmwise, the emI4 pe.ent Ad be sowmlf0 mhkmrm' 4 C-Ote for &7w oppmoch shall cmbxm to At of l0'Yrmn the edge of mamefe br 0 okxfa4 Paeeel patch regoe.eels of the Stdlolerd .{becirxvbws for mi,ar shah confmrado the reguwmnmds of Stwdvd Opki ST 11. canmeto t( reeent c 1.1 505lb/m 4 i1 C2 and gotten wd body ofaobraece shill be pvrW CoacretasAa# confam na adAhws mtess p^ spamtelp flat merro,&Wlx o prowl is atamed from Me Oty figvleef a crostrucikn s/w# by PermrMed m sheaf a IWe, S Fmke- krone MO be. eu eoed oe the sNe. ptvmd y c rtr elove. next to the concrete and she# not be less Hag tS" Mh* after berg xr1awd yams Md sabyrode MW - I3 Edge of &i. apprwrb Ad be a min. of 26'frmn odix t & A. be wetted elety A'x^:m plecamont of emaeta m Existing deb, if ur gaol ooeo tion, may be saAet mN temoe:d 6 Cbnmete shed be horded snoofh edged and Hen- (curb m t' to accoeonedete croshaclmo of new fesrdmtld Aloe grmn a Aght bre. finish, bnmedmtety often finis* dpWoacb m widenag of Milting q* -bob &gased sur aha# team a um7mm TaOeotrop w1u Pgmented coaty ranpmmd ttNarmmg. to ce tecrefe drdl bdod e keptmbl t entf t cMe beti,,uof Me We * ccmpand 1 vi gp d 7. EprwAm pmts shag be cm nutted of both yma \ & ea mels of oboe ..h W kmelp�xA bz 0 08ta(� Ne5 Ad be ce acad of for a( 0, mol robe ktmmis and as dtooted by the Zly 5 .or- Lpdh"" r0 } lie .w\�•S � & � �°dA 3Q �p -SEE TYPICAL DRIVEWAY LAYOUT FOR APPROACH AND WALK AREA WIDTHS. M, V Zfelal 111 �- .� 0 EXP. -61301 14 i� QgOFESS/ p Q , RTOFyc 11 II J NO 67602 ��/10'11(1(( * APPrOVED: L ALBERTO U P Z DATE a C i V l �P R.C.E. #67602 OF CAIiF )-a, Rug, to/Ait(9 APPROVED: DANIEL PADILLA DATE R.C.E. #67008 (EXP. 9/30/18) LEGEND: CONSTRUCTION NOTES O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. OADJUST TO GRADE. OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. OPROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT G IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 17 CONSTRUCT TYPE "B" CURB AND GUTTER PER BAKERSFIELD STD. ST -1. Q1 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. CURVE TABLE (E) PAVING LENGTH NEW ASPHALT PAVING DELTA (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE 0 (E) SEWER MANHOLE (') NEW SEWER MANHOLE C>— NEW STREET LIGHT -^- (E) SIGN C10 NEW SIGN + NEW STREET SIGN 0 (E) MONUMENT QQ NEW MONUMENT 1'09'28.26' NEW WALL C12 Ct (E) FIRE HYDRANT V (E) BLOWOFF VALVE + (E) STREET SIGN D STORM DRAIN S SANITARY SEWER —w— WATER LINE 13451'10.73" GRADED SLOPE (SEE GRADING PLAN) - -� TRACT BOUNDARY 1 35.00' RIGHT OF WAY 6.94 ® PHASE LINE a TRAFFIC SIGNAL INTERCONNECT - W CONDUIT W/ PULL BOX — SEWER EASEMENT Q GRADE BREAK O STRAIGHT GRADE CONSTRUCTION NOTES O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. OADJUST TO GRADE. OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. OPROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT G IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 17 CONSTRUCT TYPE "B" CURB AND GUTTER PER BAKERSFIELD STD. ST -1. Q1 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. CURVE TABLE CURVE# LENGTH RADIUS DELTA TANGENT C2 46.40' 30.00' 88'37'34.17" 29.29 C3 46.39' 30.00' 88'35'51.22" 29.27 C10 40.82' 2020.00' 1'09'28.26" 20.41 Ch1 40.01' 1980.00' 1'09'28.26' 20.01 C12 13.70' 35.00' 22'25'35.37" 6.94 C13 54.98' 35.00' 90'00'00.00" 35.00 C14 197.70' 84.00' 13451'10.73" 202.06 C31 1 13.70' 1 35.00' 1 22'25'35.37" 6.94 pwe 1 DilAIN NG ®F R E C -171O 4 L. AWERTO LOPiV RC. E. 67602 EXP 613011 +7JG7 z z 0 ur tt 0 w �IrlalS J w� � Ww V u w N f— J ¢ Q O '_ w J i F m k KCL Wm 3 Z W H w w 1r Z W 0 w N W w a O 0 w m = Q J z z 0 ur tt 0 w �IrlalS J w� � Ww V u N ml J U Q W '_ w J i F w- «c 0 k KCL Wm 3 Z W H w Z 3 a� 3 w 1r Z W w j 3^ n z z 0 ur tt 0 w �IrlalS J w� � Ww V u N J Q W J i F" a Q� Z H i to04 Z W w n W Z a a = v~i ~ C0 Z c L a - W 0 w W J > cc3 cc fl) Ln n i w w 0 a SEE SHEET 9 DROVERS RUN ROAD 370 360 350 340 360 350 340 335 9+50 JLL JtiLLI y DROVERS RUN ROAD ARROWHEAD TRAIL COURT PHASE 1 cn z m 40' 0' 40' 80' HORZ SCALE:1 "=40' 10+00 10+50 11+00 11+50 12+00 12+50 ARROWHEAD TRAIL COURT SCALE: 1" = 10' VERT. 1" = 40' HORZ. 13+00 13+50 370 360 350 340 360 350 340 335 14+00 14+25 BACK OF WALK r R/W 10' (TYP.) J 9.62' (AT KNUCKLES AND CUL-DE-SACS) 45' TYP. �I U 16.5' 2.0 44T� �I 22 5' OR AT LEAST 20' 16.5' -.' 4' 112% MAX 22' — LEGEND: w E w (E) PAVING LENGTH RADIUS 3 TANGENT w z a 20.00' 90'0000.00" W iJ 0 m a 90'00'00.00" NEW ASPHALT PAVING C17 27.13' d o o � 0 K H JI a ur v 16.5' -.' 4' 112% MAX 22' — LEGEND: w E w CONSTRUCTION NOTES O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. OINSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. OADJUST TO GRADE. O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). OS EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. O9 PROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = %X+XX.%X. CURVE TABLE (E) PAVING LENGTH RADIUS DELTA TANGENT C15 31.42' 20.00' 90'0000.00" 20.00 C16 0 m 20.00' 90'00'00.00" NEW ASPHALT PAVING C17 27.13' 35.00' � 14.29 C18 27.13' 35.00' 44'24'55.11" 14.29 C19 197.06' J) (E) STORM DRAIN MANHOLE 42.87 U O Q NEW STORM DRAIN MANHOLE OO (E) SEWER MANHOLE z 0 NEW SEWER MANHOLE LJJ a — C: NEW STREET LIGHT m w 0 (E) SIGN F- CC CC w Q N w i NEW SIGN > O + NEW STREET SIGN 0 O tt OO (E) MONUMENT m w Q• NEW MONUMENT Q NEW WALL Ct (E) FIRE HYDRANT it �aOTHEER b/ 6 (E) BLOWOFF VALVE pQ� No oe J + (E) STREET SIGN w > v �y z �' o D STORM DRAIN o- SXP~ o�d�13138 S SANITARY SEWER * w WATER LINE GRADED SLOPE (SEE GRADING PLAN) w mgTRACT BOUNDARY � RIGHT OF WAY w ® PHASE LINE U z �� 0 TRAFFIC SIGNAL INTERCONNECT O ` w s_ CONDUIT W/ PULL BOX x z e^'y SEWER EASEMENT a w = a ` o r w z o,3 GRADE BREAK O STRAIGHT GRADE j CONSTRUCTION NOTES O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. OINSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. OADJUST TO GRADE. O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). OS EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. O9 PROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = %X+XX.%X. CURVE TABLE CURVE# LENGTH RADIUS DELTA TANGENT C15 31.42' 20.00' 90'0000.00" 20.00 C16 31.42' 20.00' 90'00'00.00" 20.00 C17 27.13' 35.00' 44'24'55.11" 14.29 C18 27.13' 35.00' 44'24'55.11" 14.29 C19 197.06' 42.00' 268'49'50.22" 42.87 0.37' (TYP.) pRASE Z J (AT KNUCKLES z AND AND CUL-DE-SACS) tld®Y 9� D WING F RECORD 4.87' (TYP.) F 0 N5 t 4.50' (AT KNUCKLES a AND CUL-DE-SACS) ILLiILBER76LOP& R.C.E. 67602 TYPICAL DRIVEWAY LAYOUT N.T.S. EXP. 8/301/ PHASE 1 FL DR WING OF RECORD L RTbi R.C.E. 67602 EXP. 6/30/ I %G7 1 - LULU w J z J Q � 0 a ti zz J cm G Ca G ti W U 0 z ~ C0 G LJJ a — m w 0 F- CC CC N Q 1 - LULU w SEE SHEET 9 SEE SHEET 3 DROVERS RUN ROAD BERKSHIRE ROAD ' PROPOSED 6.23' " m0, R/W LANDSCAPE EASEMENT / 34 R W O U W b U + 9 1 � w 61 r 62 g3 64 w ' II w 65<�I IIID �� � wa : + o ,,_•o m + oL T o a O J 0 0 O O m U m O N J h 1 LL bU Y i 9 3 I ocmi . m In ¢i 41 m m o II 2 s "^ w 5 '. a b 30WIDE SEWER�1 !" N ,� 0 0 0 + + vi N II N EASEMENT PERy + 6 w R/DOCUMENT ¢ 0207064777.33 m �N n ti 1tlh'`.1' IICiT�`A y4'.s ...:.i oT CREEK 32 `l 31t m LENGTH I� SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. +� < 71 30.00' z r C7 ' o 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 �N PHASE 1 NO 20.00' R/W R.C.E. #67602 ¢ U 31.42' ON INSTALL A) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY TRACT 01 C29 CROSS SLOPE AT PHASE 2 IF ADJACENTENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND xM, x... ADA RAMP = 0.73% 370 360 350 340 330 360 350 340 330 325 9+25 9+50 SEE SHEET 10 DROVERS RUN ROAD R/W 30' WIDE SEWER J EASEMENT PER DOCUMENT 70 0207084777. 69 II = ¢ a N 68 67 WHISKEY CREEK DRIVE PHASE 1 SEE SHEET 4 BERKSHIRE ROAD DR E LENGTH _._ - ... SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. TANGENT ' 47.76' 30.00' z _21 C7 ' o 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 �N LOPEZ NO 20.00' v1 R.C.E. #67602 ¢ U 31.42' ON INSTALL A) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY TRACT 01 C29 o 980.00' IF ADJACENTENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND 74.92 mbom 1 157.73' 7 i� �T,>! o .. blll Q A Z j + 17 C 330 APPROVED: DANIEL PADILLA +d _p� 2 a� n �nr> _nm ¢ moo; .. tai I � b N ) ,mom _...�._ 66 +E%ISTING FL l /t I PROPOSED 0.79' LANDSCAPE EASEMENT R/W J SEE SHEET 4 BERKSHIRE ROAD 10+00 10+50 11+00 11+50 12+00 12+50 13+00 WHISKEY CREEK DRIVE SCALE: 1" = 10' VERT. 1" = 40' HORZ. 13+50 14+00 370 360 350 STA=1 4 CE WHISKEYKEY CREEK STA = 17+37.88 CL BERKSHIRE ROAD L 30' WIDE SEWER EASEMENT PER DOCUMENT 0207084777. i 1 z m 40' 0' 40' 80' HORZ SCALE:1 "=40' NO 67602 /V\ F, LEGEND: p+ (E) PAVING NEW ASPHALT PAVING k�m*•::a�sa�uJ t] (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE ® (E) SEWER MANHOLE (�) NEW SEWER MANHOLE -• NEW STREET LIGHT a (E) SIGN NEW SIGN + NEW STREET SIGN O (E) MONUMENT Q• NEW MONUMENT NEW WALL T Ct! (E) FIRE HYDRANT V (E) BLOWOFF VALVE + (E) STREET SIGN D STORM DRAIN S SANITARY SEWER -w WATER LINE _K y - GRADED SLOPE (SEE GRADING PLAN) -� TRACT BOUNDARY RIGHT OF WAY ® Illlllllllli PHASE LINE TRAFFIC SIGNAL INTERCONNECT CONDUIT W/ PULL BOX SEWER EASEMENT GRADE BREAK O STRAIGHT GRADE CONSTRUCTION NOTES O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T -i AND T-19. 0 ADJUST TO GRADE. 04 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. OS INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. 6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. 0 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). OEXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 09 PROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. DR E LENGTH _._ - ... SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. TANGENT ' 47.76' 30.00' z 30.65 C7 46.55' 0CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 340 *PROVED: L ALBERf,6 LOPEZ __ 20.00' 90'00'00.00' R.C.E. #67602 C28 31.42' " i6 INSTALL A) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY TRACT -+I --- m C29 o 980.00' IF ADJACENTENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND 74.92 mbom 1 157.73' 7 i� �T,>! o .. ----- Q A Z j + 17 CONSTRUCT TYPE "B" CURB AND GUTTER PER BAKERSFIELD STD. ST -1. 330 APPROVED: DANIEL PADILLA +d _p� 2 a� n �nr> _nm "' moo; .. T a nT I � } �ROUND.��_ ) ,mom _...�._ - +E%ISTING FL l _tNm ®;..®... -._ 1..-_ t 7-0.54% 0.34%�__..'1' p w I mm I L=31.42' I " WE ST FLOW LINE 0 21 L=73663 L=47.76' -- - 1 - -� ----.-- ;__ 12.9 I- w - -I - - - _C-_ zI m 0 +a w pm� OY �a oa _. L. � I � -I - � �1,__J_ _ �1 ��m : n t I __.�+ + a m I. Ucow -� vaM 00 �T o d��I a4 I i _77-o,o j !. ! it II i f I EXISTING GROUND= '7 AT FL w_ -0.60%1 ' -0.34% 1 1 wD 027_%. 1.03%_ } I L 40.00 L=20.87 ( ! L EAST ROW LINE __ _ ( L 144 42 I _ k.L�6 66 13.31' L=31.42'- 4 - i I___..-__( - LU P" --T _I- - JIL -i- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 WHISKEY CREEK DRIVE SCALE: 1" = 10' VERT. 1" = 40' HORZ. 13+50 14+00 370 360 350 STA=1 4 CE WHISKEYKEY CREEK STA = 17+37.88 CL BERKSHIRE ROAD L 30' WIDE SEWER EASEMENT PER DOCUMENT 0207084777. i 1 z m 40' 0' 40' 80' HORZ SCALE:1 "=40' NO 67602 /V\ F, LEGEND: p+ (E) PAVING NEW ASPHALT PAVING k�m*•::a�sa�uJ t] (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE ® (E) SEWER MANHOLE (�) NEW SEWER MANHOLE -• NEW STREET LIGHT a (E) SIGN NEW SIGN + NEW STREET SIGN O (E) MONUMENT Q• NEW MONUMENT NEW WALL T Ct! (E) FIRE HYDRANT V (E) BLOWOFF VALVE + (E) STREET SIGN D STORM DRAIN S SANITARY SEWER -w WATER LINE _K y - GRADED SLOPE (SEE GRADING PLAN) -� TRACT BOUNDARY RIGHT OF WAY ® Illlllllllli PHASE LINE TRAFFIC SIGNAL INTERCONNECT CONDUIT W/ PULL BOX SEWER EASEMENT GRADE BREAK O STRAIGHT GRADE CONSTRUCTION NOTES O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T -i AND T-19. 0 ADJUST TO GRADE. 04 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. OS INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. 6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. 0 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). OEXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 09 PROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 360 350 340 330 14+50 14+75 5 BACK OF WALK F_ R/W " 16.5' i :1 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+%X.XX. DR WIN OF RI I,: L. ALBEF]TO LOP FC'�:C3O:€: �t A� 112% MAX I 0.37' (TYP.) 0.00' (AT KNUCKLES AND CUL-DE-SACS). 4.87' (TY N5 4.50' AT AND CUL - 45' TYP.' g' X 1 10' (TYP.) i 3 22 3' 3' 22' 3' 9.62' (AT KNUCKLES AND CUL-DE-SACS) 5' OR AT LEAST 20' TYPICAL DRIVEWAY LAYOUT N.T.S. CURVE TABLE DR E LENGTH 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. TANGENT C6 47.76' 30.00' TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 30.65 C7 46.55' 0CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 340 *PROVED: L ALBERf,6 LOPEZ DATE 20.00' 90'00'00.00' R.C.E. #67602 C28 31.42' " i6 INSTALL A) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY TRACT 20.00 C29 149.56' 980.00' IF ADJACENTENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND 74.92 C30 1 157.73' 1 1020.00' SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �T,>! a a Q A Z j ��a( /'� 17 CONSTRUCT TYPE "B" CURB AND GUTTER PER BAKERSFIELD STD. ST -1. 330 APPROVED: DANIEL PADILLA DATE W w R.C.E. #67008 (EXP. 9/30/18) Y 360 350 340 330 14+50 14+75 5 BACK OF WALK F_ R/W " 16.5' i :1 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+%X.XX. DR WIN OF RI I,: L. ALBEF]TO LOP FC'�:C3O:€: �t A� 112% MAX I 0.37' (TYP.) 0.00' (AT KNUCKLES AND CUL-DE-SACS). 4.87' (TY N5 4.50' AT AND CUL - 45' TYP.' g' X 1 10' (TYP.) i 3 22 3' 3' 22' 3' 9.62' (AT KNUCKLES AND CUL-DE-SACS) 5' OR AT LEAST 20' TYPICAL DRIVEWAY LAYOUT N.T.S. CURVE TABLE DR E LENGTH RADIUS DELTA TANGENT C6 47.76' 30.00' 91'13'14.29' 30.65 C7 46.55' 30.00' 88'53'44.27' 29.43 C27 31.42' 20.00' 90'00'00.00' 20.00 C28 31.42' 20.00' 90'00'00.00" 20.00 C29 149.56' 980.00' 8'44'37.77" 74.92 C30 1 157.73' 1 1020.00' 1 8'51'36.33" 1 79.02 a b z W N h J 0 k' w 0 0 Qy c Jam w z C q Sm,v H w o z ; U Z K w x > 3. W w > a 0 O o � m a a Q a b z U j N W J 0 ma k' w U 0 4 U 0 Qy c Jam w z C q Sm,v H w o z ; EL �� 3 Z K w x > 3. M W U N J Jam Z N M W U VQL) Lu LZI U Z F - �r z W w _ Y Lu V) W c N FL DAl I N G O Y m &A WEfT0L R.C.E. 67602 EXP. 6,10/1 w m w = V _ (n V 0 W 0 � m 370 360 SEE SHEET 10 LENGTH RADIUS DELTA TANGENT C20 DROVERS RUN ROAD 9900'39.60" 35.01 C21 197.72' 84.00' 134'51'50.33" 202.12 C22 13.70' 35.00' 22'25'35.37" VOW', 340 335 - 9+75 10+00 7.09' 30.00' 13*32'10.33" 3.56 C25 29.71' 25.00' L-54 16.89 C26 ' GROUND EX NO ATISTI FIE L-7.09 261'37'32.95" 48.63 C34 13.70' 35.00' w771k; 6.94 Z 16.5' 2.0. LL1 4.87' 2 0 1�- 1--> F4:50' I N ILL 4.5' SIDEWALK Q AS!, 22 < CC m 0 1-2 - — ----- --- z \PER C.O.B. ST -3 0 C) g"! LLI Z It 29 DO o LLI cc 0:� 2: NIm BEHIND EXISTING CURB+GUTRER TO K,- Z + Y 0 RELOCATE TRACT 7243 A m TT 42 41 40 39 370 38 POWER TRACT BOUNDARY. gn.")"m T 0.51% e 7 PRO 0. 51 + 0.26%1 11 I POLE IDENTICAL POINT 360 350 370 360 OOoaoIl 350 , EAST FIL OW LINE 0.51% 4 0.26% -4 ---- -- TRACT I FL -29.7 1 L= 3-701- L-197172 c� BOUNDARY k U�- Ma n-5 �2 Z:5 + FR/W + �2 Ig + 2 + + + 317A�80.04 -_y 10+00 1 +012 RIO VERDE DRIVE- tlA TENTATIVE 21. 8E� 1SICT84 = 10+16.75 ALMOND CREEK DRIVE TRACT MAP 7 136-- 8 4 11+00 N _13RROG $N00 41 5230E 36137 } _1 R/W P, C-4 WZ W HP 7 I R/W R/W m E. FL STA=13+79.55 HP I , i a CROSS S LOPE AT DO + C\IDw + ADA RAMP =,1.00% to + + �NO. 629138 le 30 WIDE SEWER 0 <1 5 m EMENT PER DOG BUCKING BRONCO COURT PHASE 2 m qu 0' 40' 80' HORZ SCALE: 1 "= 40' 7T I I . - T 380 370 370 360 360 350 SEE SHEET 13 ALMOND CREEK DRIVE RIO VERDE DRIVE PHASE 1 350 340 CURVE # LENGTH RADIUS DELTA TANGENT C20 54.98' 35.00' 9900'39.60" 35.01 C21 197.72' 84.00' 134'51'50.33" 202.12 C22 13.70' 35.00' 22'25'35.37" 350 340 340 335 - 9+75 10+00 7.09' 30.00' 13*32'10.33" 3.56 C25 29.71' 25.00' L-54 16.89 C26 ' GROUND EX NO ATISTI FIE L-7.09 261'37'32.95" 48.63 C34 13.70' 35.00' 22*25'35.37" 6.94 Z 16.5' 2.0. LL1 4.87' 2 0 1�- 1--> F4:50' Q 0 < CC m 0 1-2 - — ----- --- z 0 C) LLI Z It W o LLI cc 0:� 2: NIm Z Y 0 370 m TT 370 360 350 T 0.51% e 7 0. 51 + 0.26%1 I IDENTICAL POINT 360 350 370 360 OOoaoIl 350 6 EAST FIL OW LINE 0.51% 4 0.26% -4 ---- -- FL -29.7 1 L= 3-701- L-197172 EXISTING GROUND AT FIE 340 335 8- ring 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 BUCKING BRONCO COURT SCALE: I" = 10' VERT. 1* = 40' HORZ. 12+50 13+00 13+50 14+00 BUCKING BRONCO COURT CURVE TABLE CURVE # LENGTH RADIUS DELTA TANGENT C20 54.98' 35.00' 9900'39.60" 35.01 C21 197.72' 84.00' 134'51'50.33" 202.12 C22 13.70' 35.00' 22'25'35.37" 6.94 C24 7.09' 30.00' 13*32'10.33" 3.56 C25 29.71' 25.00' 68'05'27.42" 16.89 C26 191.78' 42.00' 261'37'32.95" 48.63 C34 13.70' 35.00' 22*25'35.37" 6.94 14+ 340 335 50 340 335 9+75 10+00 10+50 11+00 11+50 RIO VERDE DRIVE SCALE: 1" = 10' VERT. 1" = 40' HORZ. 370 360 350 340 335 12+00 12+25 RIO VERDE DRIVE CURVE TABLE CURVE# LENGTH RADIUS I DELTA ITANGENT C47 42' 20.00' 1 90-00-03.32" 1 20.00 10+50 11+00 11+50 RIO VERDE DRIVE SCALE: 1" = 10' VERT. 1" = 40' Hl RECORD L ALBERrO L EXP 6/30111 370 360 350 340 335 12+00 12+25 LEGEND: MEN (E) PAVING NEW ASPHALT PAYING (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE @ (E) SEWER MANHOLE @ NEW SEWER MANHOLE C:>— NEW STREET LIGHT (E) SIGN NEW SIGN + NEW STREET SIGN KI (E) MONUMENT <Q> NEW MONUMENT NEW WALL CZ (E) FIRE HYDRANT V (E) BLOWOFF VALVE + (E) STREET SIGN —D— STORM DRAIN S — SANITARY SEWER w— WATER LINE -K -)- X: = GRADED SLOPE (SEE GRADING PLAN) TRACT BOUNDARY RIGHT OF WAY PHASE LINE TRAFFIC SIGNAL INTERCONNECT CONDUIT w/ PULL BOX SEWER EASEMENT GRADE BREAK O STRAIGHT GRADE CONSTRUCTION NOTES 0 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. OADJUST TO GRADE. CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -I W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL ARBA, DETAIL B. INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). OEXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. PROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. @ CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 8 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. 57-3 0 INSTALL W-31(CA) SIGN WITH OIA4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. .NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FIE STA = XX+XX.XX. 1>14ANPE I Drl ING F RECON -D L. LOP R.C.E. 67602 F EXP. 6/30/ 11 6 Lu 0 D- v - 0 w m 0 z F 0 E 0 45' TYP. 5' Ld w LL0 U-1 00 �z -1 3— 22 3 .3'�— 22' L U 9.62' (AT KNUCKLES T 0.37' (TYP-) BACK OF WALK z AND CUL-DE-SACS) 0.00- (AT KNUCKLES > > 5' OR AT LEAST 20 AND CUL-DE-SACS) F- TYPICAL DRIVEWAY LAYOUT N.T.S. R/W I 16.5, Z 16.5' 2.0. LL1 4.87' 2 0 1�- 1--> F4:50' Q 0 < CC 6 Lu 0 D- v - 0 w m 0 z F 0 E 0 45' TYP. 5' Ld w LL0 U-1 00 10' (TYP.)-J -1 3— 22 3 .3'�— 22' L U 9.62' (AT KNUCKLES T FIE z AND CUL-DE-SACS) > > 5' OR AT LEAST 20 F- TYPICAL DRIVEWAY LAYOUT N.T.S. Z 6 Lu 0 D- v - 0 w m 0 z F 0 E 0 Ld w LL0 U-1 00 Ld U N Of in z LLI > > F- C) Z Z LL1 cm 2 0 1�- 1--> LLJ Q 0 < CC m 0 1-2 a. z 0 C) LLI Z It W o LLI cc 0:� 2: NIm Z Y 0 m w U-1 00 O -0 380 370 360 350 340 360 350 340 335 8+00 SEE SHEET 5 SEE SHEET 6 SEE SHEET 7 WILD MUSTANG DRIVE ARROWHEAD TRAIL COURT WHISKEY CREEK DR a 50 53 59 62 m w CROSS SLOPE AT o. CROSS SLOPE AT FL STA=8+75.30 BC CROSS SLOPE AT ADA RAMP = 0.73% 99.65 L o A0.4 RAMP=i.27% m ADA RAMP = 0.57% I m 44 w m a ho FL STA -8+89+00 PRC LLv> 87.05 L �Irn �QJS pz�oo�w 7161 _ 2 O J +ml rr+jJ IUD p' LLdYO .I +> x Ilo ilo¢ R/W 1ry ( 2 �ry R/W mN 2 i1Q oIQ3 -0 R/W •< �, ,;,, 43 STA=10+00.00 `'.�- DROVERS RUN ROADN STA = 10+00.00 CE WILD MUSTANG DRIVE x� VI Os 42 41 4 7 CURVE TABLE 29 LENGTH RADIUS DELTA TANGENT _ U 13.70' 35.00' 22'25'35.37" 6.94 �� tp y � 54.98' 35.00' 90'00'00.00" 35.00 ECURVE 197.70' 84.00' 134'51'10.73" 202.06 f 31.42' 20.00' a o 0 o R/W O^N pO O + M ¢ U O 20.00 C28 31.42' 20.00' N a + } 35.00' 22'25'35.37" 6.94 C32 z+ N 90'00'00.00" 1 20.00 C33 31.42' 20.00' 90'00'00.00" 20.00 (n V) SEE SHEET 11 cc +�I N ROAD (E) BLOWOFF VALVE LLI cc III2% j o + (E) STREET SIGN w cc AND CUL p �> STORM DRAIN 40 5 SANITARY SEWER 39 38 3700&N 36 2_ 3 ::::I,- y = GRADED SLOPE (SEE GRADING PLAN) DROVERS RUN ROAD CURVE TABLE 29 LENGTH RADIUS DELTA TANGENT _ U 13.70' 35.00' 22'25'35.37" 6.94 �� tp y � 54.98' 35.00' 90'00'00.00" 35.00 ECURVE 197.70' 84.00' 134'51'10.73" 202.06 f 31.42' 20.00' 90'00'00.00" 20.00 LLJ ^z 31.42' 20.00' 90'00'00.00" 20.00 SIGN 31.42' 20.00' 90'00'00.00" 20.00 C28 31.42' 20.00' 90'00'00.00" 20.00 C31 13.70' 35.00' 22'25'35.37" 6.94 C32 31.42' 20.00' 90'00'00.00" 1 20.00 C33 31.42' 20.00' 90'00'00.00" 20.00 PHASE 1 ory 29 porl .v o N wo�'m � _ U m a + N Ilk �� tp y � � Q W r ¢ + y I y f L � (j) NEW SEWER MANHOLE LLJ ^z CZ •- 35 (TYP.) -(E) SIGN r i ELL a + NEW STREET SIGN 00 o AND CUL-DE-SACS) OO (E) MONUMENT F- z Q NEW MONUMENT W R/W I 16.5' LJ 16.5' NEW WALL 2.0' I (n V) SEE SHEET 11 cc TUCKER CREEK ROAD 34 4 LR/W 0 o � 0 30' WIDE SEWER `a EASEMENT PER + m DOCUMENT .a p 0207084777. II 33 32 31 N W E O 0 =I� U M + aI I Q: i I N N ILJ I Ld 1n Q J I 0 41 CL o 40' 0' 40' 80' HORZ SCALE:1"=40' 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 DROVERS RUN ROAD SCALE: 1" = 10' VERT. 1" = 40' HORZ. 29 z O O _ U (E) PAVING QIP + NEW ASPHALT PAVING U Z �ffi o % U I Q W I~ 40' 0' 40' 80' HORZ SCALE:1"=40' 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 DROVERS RUN ROAD SCALE: 1" = 10' VERT. 1" = 40' HORZ. I LEGEND: z SEE,� U am (E) PAVING w.+ € NEW ASPHALT PAVING U Z �ffi o % U I J W 0 (E) STORM DRAIN MANHOLE V O NEW STORM DRAIN MANHOLE zo O (E) SEWER MANHOLE � `ob (j) NEW SEWER MANHOLE LLJ ^z CZ •- NEW STREET LIGHT (TYP.) -(E) SIGN r i NEW SIGN a + NEW STREET SIGN 00 o AND CUL-DE-SACS) OO (E) MONUMENT F- z Q NEW MONUMENT W R/W I 16.5' LJ 16.5' NEW WALL 2.0' I (n V) CE (E) FRE HYDRANT 4.87' m cc LSI W V (E) BLOWOFF VALVE LLI cc III2% j N O + (E) STREET SIGN w cc AND CUL p D STORM DRAIN 5 SANITARY SEWER N WATER LINE 2_ 3 ::::I,- y = GRADED SLOPE (SEE GRADING PLAN) TRACT BOUNDARY RIGHT OF WAY ® o PHASE LINE TRAFFIC SIGNAL INTERCONNECT - _ _ CONDUIT W/ PULL BOX -. SEWER EASEMENT Q GRADE BREAK O STRAIGHT GRADE I z I U am Wa z_ w.+ w n rn a vp E ao U Z �ffi o % U I J W w w V _ Z zo LL m� 3 Z � `ob 3m LLJ ^z Z 0.37' (TYP.) BACK OF WALK J I O r J 1 0.00' (AT KNUCKLES o ' o_ m o AND CUL-DE-SACS) w ~ �- �_ R/W I 16.5' 16.5' 2.0' I cca w 4.87' m cc 11.11.1 pof hh 4.50' Al cc III2% j A' MAX cc AND CUL 10' (TYP ) 9.62' (AT KNUCKLES AND CUL-DE-SACS) 380 370 360 350 340 360 350 340 335 16+50 17+00 17+50 PHASE 2 D OF RECORD . ALBERTO LOPE -77:C.E. 67602 EXP. &30/19 45' TYR. I\ 5' FL 5' OR AT LEAST 20' -� TYPICAL DRIVEWAY LAYOUT N.T.S. CONSTRUCTION NOTES Ot CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. 0INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. OADJUST TO GRADE. O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5 WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. 0 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. OINSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). OEXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 9 PROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. PHASe 1 DRAWING OF RECORD d ALTOLOPtZ R. C. E. 67602 EXP. s ql /,0,267 , I " ,2 6 7 w 0 T b Lu O a Q J N w §� � U am w.+ w n rn a vp E ao U Z �ffi o % U >< w O z : c w w V _ Z Z LL m� 3 Z � `ob 3m LLJ ^z Z J N m J ao m >< w w w V _ c U Z N Z N LLJ ^z Z O U Ups a U aCC w ~ �- �_ Z w cca w O cc 11.11.1 pof LLI cc C) cc N m m w w w V _ c U N w O o a N ~ Z W W � N N W W W NO D 10 O 2 I Ln U N t a `n SEE SHEET 8 m 11 a BUCKING BRONCO COURT DROVERS RUN ROAD PHASE 2 W N C HORZ SCALE:1"=40' DROVERS RUN ROAD SCALE: 1" = 10' VERT. 1" = 40' HORZ. LEGEND: ,U'i2�16e" (E) PAVING WASE 7- " WIN RECORD NEW ASPHALT PAVING N z (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE (E) SEWER MANHOLE J * NEW SEWER MANHOLE � <Z NEW STREET LIGHT (E) SIGN i NEW SIGN Q + NEW STREET SIGN ; OO (E) MONUMENT Z O Z Of Q NEW MONUMENT a NEW WALL a Q (E) FIRE HYDRANT uj V (E) BLOWOFF VALVE + (E) STREET SIGN 53 D STORM DRAIN 5 SANITARY SEWER w WATER LINE GRADED SLOPE (SEE GRADING PLAN) CURVE TABLE TRACT BOUNDARY c°) 0 RIGHT OF WAY ® PHASE LINE TRAFFIC SIGNAL INTERCONNECT CONDUIT W/ PULL BOX SEWER EASEMENT A GRADE BREAK O STRAIGHT GRADE CONSTRUCTION NOTES 0 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. ,O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. OADJUST TO GRADE. O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. 05 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL ARBA, DETAIL B. O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. OPROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. �W 0 <Ial� z 0 ' 4' ' 12% MAX 22' 3' 3' 22' 3' 5' OR AT LEAST 20' F 4.87' ky i d 5(1' TYPICAL DRIVEWAY LAYOUT N.T.S. FL r ftT I /p) DI (� RECORD m � w m w p wwm W = U .AI.BERPpLOPEZ R.C.E.87G02 o w O o s a WASE 7- WIN RECORD 0 N z IOF J Q � L. ALB ERTO LOPEZ + as 6/37802 EXP. 6iav19 Exp Z Z Of uj 53 a CURVE TABLE c°) 0 CURVE# LENGTH RADIUS DELTA TANGENT w Z w C20 54.98' 35.00' 90'00'39.60' 35.01 Q C21 197.72' 84.00' 134'51'50.33" 202.12 W O a Z ' 0.37(TYP.)ry C22 13.70' 35.00' 2225'35.37" 6.94 W a y i 0.00' (AT KNUCKLES W AND CUL-DE-SACS) C34 13.70' 35.00' 22'25'35.37' 6.94 > 16.5' 16.5' I N ' 4' ' 12% MAX 22' 3' 3' 22' 3' 5' OR AT LEAST 20' F 4.87' ky i d 5(1' TYPICAL DRIVEWAY LAYOUT N.T.S. FL r ftT I /p) DI (� RECORD m � w m w p wwm W = U .AI.BERPpLOPEZ R.C.E.87G02 o w O o s a SEE SHEET 12 SEE SHEET 9 SNOWY RIVER DRIVE DROVERS RUN ROAD I Ef•Pl 1 370 1 360 1 350 1 340 1 370 ' I 360 i 1 350 340 335 9 SEE SHEET 12 SNOWY RIVER DRIVE SEE SHEET 9 DROVERS RUN ROAD `� ALMOND CREEK DRIVE SEE SHEET 13 SEE SHEET 12 ALMOND CREEK DRIVE SNOWY RIVER DRIVE TUCKER CREEK ROAD PHASE 1 CURVE TABLE CURVE# LENGTH RADIUS DELTA TANGENT C32 31.42' 20.00' 90'00'00.00" 20.00 C33 31.42' 20.00' 90'00'00.00" 20.00 C35 31.42' 20.00' 90'00'00.00" 20.00 C36 31.42' 20.00' 90'00'00.00" 20.00 cn z m 40' o' 40' so' HORZ SCALE:1"=40' 380 370 Vis: 350 340 370 360 350 340 75 5 370 360 350 340 370 360 350 SNOWY RIVER DRIVE THUNDER MOUNTAIN LANE CURVE TABLE CURVE# LENGTH RADIUS DELTA TANGENT C40 31.42' 20.00' 90'00'00.00" 20.00 C41 31.42' 20.00' 90°00'00.00" 20.00 C45 31.42' 20.00' 90'00'00.00" 20.00 C46 31.42' 20.00' 90°00'00.00" 20.00 PHASE 1 PHASE 2 NT OF RECORD 17.ALBERTOLOP Z R.CE67602 EXP. 61301 tq BACK OF WALK R/W Gf•Siu'l 10' (TYP ) 9.62' (AT KNUCKLES AND CUL-DE-SACS) 380 340 ( ......; . __ _...... ,.._ 7 _ _ IiE 335 L-- — — — T ........ -} 7 _ — _ `- 9+25 9+50 10+00 10+50 11+00 11+50 12+00 12+50 THUNDER MOUNTAIN LANE SCALE: 1" = 10' VERT. 13+00 13+50 131 370 LEGEND: w 0 z w a z J W a � O v, a 16.5' 16.5' 4' 5' MAX 0.37' (TYP.) 0.00' (AT KNUCKLES AND CUL-DE-SACS) F4 4.87' (TY Ny 1 4 50' !AT 3' 22' 3T 3 22 3 FL 5' OR AT LEAST 20' TYPICAL DRIVEWAY LAYOUT N.T.S. 360 (E) PAVING J 01 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH NEW ASPHALT PAVING PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON ILL! SHEET 5. � 0 (E) STORM DRAIN MANHOLE INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. 350 3O N N O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' m O NEW STORM DRAIN MANHOLE INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. o } w 340 6O CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. O7 U (E) SEWER MANHOLE EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. N !� NEW SEWER. MANHOLE PROTECT IN PLACE. 370 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. C • NEW STREET UGHT TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. b (E) SIGN CONSTRUCT WALL PER SEPARATE WALL PLANS. Q 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. -ya- NEW SIGN CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ Q z 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 NEW STREET SIGN INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT W 1B N w SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. > NOTES: a O O (E) MONUMENT O 340 o Q• NEW MONUMENT PRASE 1 755 D AWING OF RECORD LALBERTOLOP R.C.E. 67602 EXP. 6/301 T1 m NEW WALL W a Y U Q J (E) FIRE HYDRANT b (E) BLOWOFF VALVE SNEER x H / (E) STREET SIGN � FI D STORM DRAIN w K b > U S SANITARY SEWER w WATER UNE o b'7z SPS 5 GRADED SLOPE (SEE GRADING PLAN) S1038 * TRACT BOUNDARY RIGHT OF WAY w 1; m' ® PHASE LINE j -� TRAFFIC SIGNAL INTERCONNECTy CONDUIT W/ PULL BOX v z U `g u o. _ SEWER EASEMENT w �I O C ae^ c D GRADE BREAK O STRAIGHT GRADE o z 3 Luz I}r 4 > 3 z w a z J W a � O v, a 16.5' 16.5' 4' 5' MAX 0.37' (TYP.) 0.00' (AT KNUCKLES AND CUL-DE-SACS) F4 4.87' (TY Ny 1 4 50' !AT 3' 22' 3T 3 22 3 FL 5' OR AT LEAST 20' TYPICAL DRIVEWAY LAYOUT N.T.S. 360 J 01 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH w PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON ILL! SHEET 5. LLT 2O INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. 350 3O ADJUST TO GRADE. N O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. J O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. o } 340 6O CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). SO EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. N W O9 PROTECT IN PLACE. 370 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 360 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. Q 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. v 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ z 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT 350 1B IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. Y NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. 340 PRASE 1 755 D AWING OF RECORD LALBERTOLOP R.C.E. 67602 EXP. 6/301 T1 AI, w 0 J � m w ILL! Z LLT = V Q J N ` F w J a o } J � � a � N W z n W = = Q c I v �a z a W Y W LTJ N p� U Of W Y U � m w ILL! w LLT = V U ` F w O o SEE SHEET 11 TUCKER CREEK ROAD 380 370 360 350 340 370 360 350 340 335 9+50 SEE SHEET 11 THUNDER MOUNTAIN LANE CURVE TABLE CURVE# LENGTH RADIUS DELTA TANGENT C35 31.42' 20.00' 90'00'00.00" 20.00 C36 31.42' 20.00' 90'00'00.00" 20.00 C37 197.06' 42.00' 268'49'50.22" 42.87 C38 27.13' 35.00' 4424'55.11" 14.29 C39 27.13' 35.00' 44'24'55.11" 14.29 C40 31.42' 20.00' 90'00'00.00" 20.00 C41 1 31.42' 1 20.00' 90'00'00.00" 20.00 C42 27.13' 35.00' 44'24'55.11" 14.29 C43 27.13' 35.00' 44'24'55.11" 14.29 C44 197.06' 42.00' 268'49'50.22" 1 42.87 SNOWY RIVER DRIVE PHASE 1 AND 2 W 1►1 PIWE 2 I WING pF RECORD LBE LOPEZ R.C.E. 67602 E EXP 6/30/1 HORZ SCALE:1"=40' BACK OF WALK R/W 2.0' 45' TYR.' 10' (TYP.) _U 9.62' (AT KNUCKLES AND CUL-DE-SACS) 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SNOWY RIVER DRIVE SCALE: 1" = 10' VERT. 1" = 40' HORZ. 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 370 LEGEND: a m 3' {-- 22' - 1 5' OR AT LEAST 20' 4' 12% MAX 22' 3' F 4.87 (TYP.) rty t 4.50' (AT KNUCKLES N AND CUL-DE-SACS)� w w rc FL TYPICAL DRIVEWAY LAYOUT N.T.S. PHASE Z 360 D A IIyG OF RECORD .ALBERTOLOPCC R.QE.67602 350 EXP. 6/30/ 19 CONSTRUCTION NOTES 340 370 360 350 340 335 19+50 0 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. OINSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. 3O ADJUST TO GRADE. O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. 7OINSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). SO EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 9O PROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. Sr -3 16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT 0 IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. a J z a d a 5 J. W J �N. (E) PAVING y W zy _ NEW ASPHALT PAVING o 0.37' (TYP.) W = 0 -0 I r (AT KNUCKLES � 2 a r 16.5' n � � AND AND CUL-DE-SACS) 16.5' �+ © (E) STORM DRAIN MANHOLE ~ Lu LLJ w 0 O a acs a = O NEW STORM DRAIN MANHOLE v Z �a ~ r It U W O W (D (E) SEWER MANHOLE 0 NEW SEWER MANHOLE Z:. NEW STREET LIGHT • (E) SIGN i NEW SIGN 0 -� NEW STREET SIGN W a > O p (E) MONUMENT O O 0° NEW MONUMENT �- w m NEW WALL ¢ J (E) FIRE HYDRANT V (E) BLOWOFF VALVE * (E) STREET SIGN VNEER b/ v s�OQ�ry D STORM DRAIN y 0 m Q SANITARY SEWER w U 5 WATER LINE o�b.Tz �Pti" -w- GRADED SLOPE (SEE GRADING PLAN) 31ST97N '1' S TRACT BOUNDARY RIGHT OF WAY w 5` ml ® ® PHASE LINE U 7 TRAFFIC SIGNAL INTERCONNECT _ N 93 CONDUIT W/ PULL BOX F z so E UO -2 u SEWER EASEMENT W^_ V F {�i mn c Q GRADE BREAK uU O STRAIGHT GRADE wW LL z 8� m I 3' {-- 22' - 1 5' OR AT LEAST 20' 4' 12% MAX 22' 3' F 4.87 (TYP.) rty t 4.50' (AT KNUCKLES N AND CUL-DE-SACS)� w w rc FL TYPICAL DRIVEWAY LAYOUT N.T.S. PHASE Z 360 D A IIyG OF RECORD .ALBERTOLOPCC R.QE.67602 350 EXP. 6/30/ 19 CONSTRUCTION NOTES 340 370 360 350 340 335 19+50 0 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. OINSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. 3O ADJUST TO GRADE. O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. 7OINSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). SO EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 9O PROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. Sr -3 16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT 0 IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. a J z a d a 5 < � W J Z J y W zy v 3 0 o 0.37' (TYP.) W = 0 -0 I r (AT KNUCKLES � 2 a r 16.5' n � � AND AND CUL-DE-SACS) 16.5' �+ 2 ~ 3' {-- 22' - 1 5' OR AT LEAST 20' 4' 12% MAX 22' 3' F 4.87 (TYP.) rty t 4.50' (AT KNUCKLES N AND CUL-DE-SACS)� w w rc FL TYPICAL DRIVEWAY LAYOUT N.T.S. PHASE Z 360 D A IIyG OF RECORD .ALBERTOLOPCC R.QE.67602 350 EXP. 6/30/ 19 CONSTRUCTION NOTES 340 370 360 350 340 335 19+50 0 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON SHEET 5. OINSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. 3O ADJUST TO GRADE. O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. 7OINSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). SO EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 9O PROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. Sr -3 16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT 0 IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. a J N m Z J Q W J W N ww W = U aZD � 2 N LUo ^M 2 ~ Lu LLJ 0 O a acs = v Z �a ~ r It W O W cc (� N m w m W N ww W = U S � w 0 O a 1 380 1 370 1 360 1 350 1 340 1 370 21360 SEE SHEET 11 THUNDER MOUNTAIN LANE 1�1 ill l� RIO VERDE DRIVE ALMOND CREEK DRIVE LINE TABLE LINE# I LENGTH DIRECTION L32 38.36 N89- 17' 35.10"W L33 7.96 N89' 17' 35.10"W CURVE TABLE CURVE# LENGTH RADIUS DELTA TANGENT C45 31.42' 20.00' 90'00'00.00" 20.00 C47 31.42' 20.00' 90'00'03.32" 20.00 C48 27.13' 35.00' 44'24'55.11" 14.29 C49 27.13' 35.00' 4424'55.11" 14.29 C50 65.12' 42.00' 88'49'50.22" 41.15 C51 65.12' 42.00' 88'49'50.22" 41.15 C52 27.13' 35.00' 44'24'55.11" 14.29 C53 1 27.13' 1 35.00' 1 44'24'55.11" 14.29 rHAJtJ I AIVU L 40' 0' 40' 80' HORZ SCALER"=40' R.C.E. 67602 EXP. 6/30/11 10' (TYP.) J 9.62' (AT KNUCKLES AND CUL-DE-SACS) rC1N-qTRI IrTIf)N KIOTF-q u CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRNEWAY DETAIL ST -7 ON SHEET 5. O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. OADJUST TO GRADE. O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. OS INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. g PROTECT IN PLACE. 10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. 13 CONSTRUCT WALL PER SEPARATE WALL PLANS. 14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4. 15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3 16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. 0.37' (TYP.) 0.00' (AT KNUCKLES AND CUL-DE-SACS) 5' OR AT LEAST 20' TYPICAL DRIVEWAY LAYOUT 1 350 1 340 1335 9+00 V+OU IU+UU IU+OU II+UU II+OU IZ+UU IZ+JU IJ+VV I)+OV 14+UU 141 -DU IJ+VU 10+OU Ib+UU ALMOND CREEK DRIVE SCALE: I" = 10' VERT. 1" = 40' HORZ. I/+0U 125+0U IB+UU N.T.S. PHASE 1 380 DRAWING OF RECORD L.VILBERTOLOPE2 370 EXP. 6/30!19 LEGEND: 360 350 340 370 360 350 340 335 20+00 a m T J a gg I U m .... (E) PAVING Z Q W ~ - NEW ASPHALT PAVING w } v -j �J (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE Z (� (E) SEWER MANHOLE p Q NEW SEWER MANHOLE GD• Y NEW STREET LIGHT ti W (E) SIGN U -�- NEW SIGN + NEW STREET SIGN M (E) MONUMENT Q NEW MONUMENT ~ NEW WALL —Z (E) FIRE HYDRANT b (E) BLOWOFF VALVE m (E) STREET SIGN D Lu STORM DRAIN M J SANITARY SEWER S Q WATER UNE w N GRADED SLOPE (SEE GRADING PLAN) TRACT BOUNDARY RIGHT OF WAY ® PHASE UNE ® TRAFFIC SIGNAL INTERCONNECT CONDUIT W/ PULL BOX SEWER EASEMENT Q GRADE BREAK 0 TTT��� STRAIGHT GRADE / I -' /Xe r a m T J a gg I U m N m J J Z Q W ~ w M w w } v -j 1-- a. of Z w F- p Z W Y ti W U U 0 OU z ~ —Z LU m Lu cO Lu M J Q M>M ISL N m m N r- m ~ w M w w w = v V w 0 O o a / 13"T 0 d F98URE-9B- 5-01PT40N 7- 12 v 7� E m R7-9 W "BIKE LANE" PAVEMENT o ,;i a a FIGURE 9C-3 OPTION n a ro v z C (NP.) + o rn +J N n] + N O R/W N J m W V1 ^ + NO + + Q� N 1 00 Op + J R7-9 <m ONJTNJ V~11 IN Qp "BIKE LANE" PAVEMENT "' + 00 _ _ _ 8 r, 3: r FIGURE 9C-3C0(P ; + J a $ N ��m 54 fA m -- - -c - - - - - - _ _ _ ws--pp - - - - - R7-9_ o Ne - - + �J��-� DETAIL 39 DETAIL 32 - - _ - a w - it o m J_ - II 0. DETAIL 39 _ _ _ _ a = ---22+00- - 2: 6 - - - - - - �j o y - a o- _y m DETAIL 22 - 21+00- 1 2 3 4 / / T/5 / T T z w + - - " ° n G- - __ ao+oo FV l V l \ �� �t d m DETAIL 38 9+ 0) TYPF 0v4 TYPE 3 NWCAOE R/W e J ZGvv DETAIL 39 DW © AND 0144-3 WITH W31(U s� Q II 0 .�,'�G',B _ DETAIL 38 a. row 9- R7 9 v'ri AN9-6M+-4-4ARI(ER$ DETAIL 22 W 17+00 N80' 44' 33"E 419.45' STRIPING • o o -� -9 PER CMUTCD, R/W n OVERHEAD POWERUNESR7-9 n TRACT BOUNDARY :16+0 DETAIL 39. m �f r AND POLES BE DETAIL 32 -sREMOVEDn 15 /W+ DETAIL 39} O m R1o o X R81/R26(CA) + I _ ¢ ¢ DETAIL 38 13+00 d-iO4'79 12+00 +N+ 12" STOP T OP SIGN (Ri-1) ¢ = 6 • R 2D o.00 _ - N z _ - ¢11 66 38 37 B 2 N _R7-9� y a T B RY DETAIL 22 m .. � � r L=456.29'; R=2000, D=13'04 19 o w BAR T2-7 o n m N o -0 "BIKE LANE" 9C PAVEMENT .0 9C OPTION C .. -:... m 3 0( FIGURE TYP.) 65 �¢ �w�:. ' mw �m R7-9- /-,� -+� + ' a om- DETAIL 39. R/W " a.',: 56 11 I R/" ON m NN N a STOP SIGN <,�N R61/R26(CA) ,I 67 ppp m (R1-1) 47 4g �Il 55 I / 4 39 WILD MUSTANG DRIVE ARROWHEAD TRAIL COURT WHISKEY CREEK DRIVE BUCKING BRONCO COURT e �Wi�lfirril►rWr'�'' •. Yw+�i1�!�rr��.� .sem LINE TABLE LINE# LENGTH DIRECTION L1 231.37 S80' 44' 32.84"W L4 6.45 N89' 16' 07.03"W L34 419.45 S80' 44' 32.84"W L35 5.60 N89' 16' 07.03"W CURVE TABLE CURVE# LENGTH RADIUS DELTA TANGENT C1 100.24' 2034.00' 749'25.22" 50.13 C2 46.40' 30.00' 88°37'34.17" 29.29 C3 46.39' 30.00' 88°35'51.22" 29.27 C4 448.54' 1965.00' 13'04'18.62" 225.25 C5 263.35' 2034.00' 725'06.52" 131.86 C6 47.76' 30.00' 91'13'14.29" 30.65 C7 46.55' 30.00' 88'53'44.27" 29.43 C54 165.04' 2034.00' 4°38'56.82" 82.57 C55 46.40' 30.OD' 88°36'11.50" 29.28 C56 46.40' 30.OD' 58'36'43.39" 29.28 C57 91.01' 2034.00• 2'33'48.93" 45.51 R Tj E 40' 0l 40' 80, . HORZ SCALE:1 "=40' WASE 2 PµASE 1 IN ® E D RA I G F RECORD vALBER OLOPEZ R.C.E67602 L.ALBERTOLOPE EXP. 6/3C/M _ R.C.E. 67602 EXP. 6/30/ t eRpTESS/p�, NO 67607 * * APPROVED: L ALBERTO Z DATE 1C/V\ �' R.C.E. #67602 rF CAL\f 2ianz U8 (01/a APPROVED: DANIEL PADILLA DATE R.C.E. #67008 (EXP. 9/30/18) NOTE: ALL SIGNS AND STRIPING DETAILS PER CA-MUTCD, UNLESS OTHERWISE NOTED. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. LEGEND: - - (E) PAVING t W NEW ASPHALT PAVING 0 (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE O (E) SEWER MANHOLE UDS°u NEW SEWER MANHOLE ..... • NEW STREET LIGHT a (E) SIGN - NEW SIGN -+ NEW STREET SIGN E (E) MONUMENT <+> NEW MONUMENT NEW WALL C� (E) FIRE HYDRANT V (E) BLOWOFF VALVE + (E) STREET SIGN -D- STORM DRAIN S SANITARY SEWER -w- WATER LINE _ S a -A- X = GRADED SLOPE (SEE GRADING PLAN) �- - TRACT BOUNDARY < RIGHT OF WAY ® PHASE LINE TRAFFIC SIGNAL INTERCONNECT v~) CONDUIT W/ PULL BOX Z SEWER EASEMENT Q GRADE BREAK O STRAIGHT GRADE T J '^' r'V w It w eg 1 Z � J w J v a E UDS°u w c e F_ a W 4m v �Z 3 s$ 3 N s� a CZ c t- J o (- > ¢ 3 < < C J = � v~) Z > ? _ J '^' r'V w It N Z V J F a g a F_ Z CZ c t- W o (- > a = � v~) Z ~ W W > Ir N '^' r'V w It m m w w w w V (n N F � 0 v 0