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HomeMy WebLinkAbout1.1-7305 PH 1 & 2A.C. PAVING TESTING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 8 (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS." IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A 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. G AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT ONE EITHER PARALLEL OR PERPENDICULAR TO THE CENTERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. S. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE UMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. IF NECESSARY, AND 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACIUTATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. PUBLIC TRAFFIC. 15 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 ASTIR D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY. THE CONTRACTOR WILL BE ADVISED THAT T YDJUSTMENT THAT WALL BE �T AFTER NOTICE IS GIVEN BY THAT LOT SHALL BE REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY - A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR S. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. LNC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE UNITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" ....... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY PONT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. COMPACTION TESTS SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER/SUBDIVIDER/ CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0' TO EACH SIDE OF APPROACH AND CROSS GUTTER. 22. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -2 STANDARD MEDIAN CURBS TYPE "M" ST -6 STANDARD PAVEMENT PATCHES ST -9 STANDARD STREET SPECIFICATIONS ST -13 STANDARD SURVEY MONUMENTS ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -15 STANDARD SYMMETRICAL CUL-DE-SACS ST -16 STANDARD STREET KNUCKLES ST -19 STANDARD HANDICAP RAMPS D-14 STANDARD CATCH BASIN TYPE "A" D-16 STANDARD GUTTER DEPRESSIONS T-1 STANDARD STREEET SIGN POST STYLE 3. PAVEMENT: PAVING FOR LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 040' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR REUANCE DRIVE SHALL BE: 0.35' TYPE "B" ASPHALT CONCRETE OVER 0.55' AGGREGATE BASE OVER 1.10' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST 9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. TO BE INSTALLED EXISTING 5. TI INSTALL TRAFFIC CONTROL SIGNS I INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -t INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. SID. T-1 -o INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -®- INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "8" CURB AND GUTTER, PER C.O.B. STANDARD ST -i, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED(S)INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 811. 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-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBUC WORKS DEPT. FOR ANY WORK PERFORMED WITHINXISTING ACCEPTED CCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT, 14. AGGREGATE BASE AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS. CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBUC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REWIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. 21. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 22. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE CONTRACTOR TO INSTALL CONDUITS PRIOR TO PAVING. 23. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE 24. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 25. ANY WORK CONNECTING TO EXISTING FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS 'NTH PRIVATE STREETS, PARCEL MAP INFORMATION, OR PUBUC TRACTS WITHOUT RECORDED MAPS) 26. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURE PATTERN SHAD_ BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION AND PARKS DEPARTMENT. 27. INSTALL BLUE MARKERS IN STREETS AT ALL FIRE HYDRANT LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS 28. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD THE CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 29. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBUC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 30. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. 31. WITH EXCEPTION OF THOSE ON RETURNS STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 32, MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK `MERE 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, 33. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT (NO) TO COMPLY MATH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILLED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REWIRES 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 5F15C388282 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. PROJECT SITE PANAM VICINITY MAP NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR TRACT 7305 SISS PHASE 1 & 2 5 TRACT Na 8845 17 16 15 14 13 1 PHASE 43 I42 41 40 L 4 'TONS M. WL 4% PQ 88 .� TRACT Na 6896 PHAGE B ' u 0K 48, PQ to £, OX - SHEET NUMBER 3 CUYD Y PANAMA LANE 20 21 2 I 2 23 OF SHEETS 77 -_ CUYD MAP 1283 1467 168 38 SCALE: LF 1"=200' SHEET TITLE 627 9049 SIDEWALK SOFT 20422 1. COVER SHEET 2842 2 7 8 9 it 72 7 22 3 4 5 6 7 '. 1 - - 7 8 S C ARCA IMP 17*1 �PQ 1 - .... 6 r PM PQ 74 741 LANDING C M STREET I 27 26 25 24 1 33 29 32 1 31 30 -- - - -.. 5 5 17 16 15 14 13 1 ® 43 I42 41 40 L 4 'TONS 18 Mims v 82 OX - SHEET NUMBER 3 CUYD 19 20 21 2 I 2 23 OF SHEETS __39 35 36 37 -_ CUYD MAP 1283 1467 168 38 SCALE: LF 1"=200' SHEET TITLE 627 9049 SIDEWALK SOFT 20422 1. COVER SHEET 2842 2 DRIVEWAYS _ SHELTER I - DOW STREET 3 1 - 28 HANDICAP RAMPS - .... (STA. 10+00.00 `J STA. 27 26 25 24 1 33 29 32 1 31 30 -- AY 29 -I - 13 TRAFFIC CONTROL SIGNS EA. (STA. 10+00.00 C.L. TO t 11 1 28 ® C.L.) 30 31 32 33 34 I 23 24 25 26 27 41 -- 8 4 -... SMUGGLERS CAVE STREET EA, (STA. 10+00.00 C.L. TO STA. 18+90.00 C.L.) 40 5. 39 38 37T36 35 122 21 20 19 18 17 LIST OF MATERIALS 10 11 12 13 14 15 i6 I TRACT IN, 8808 PHASE NOTE: PLANS TO BE CONSTRUCTED SIMULTANEOUSLY WITH PANAMA LANE OR A TEMPORARY SUMP WILL BE REQUIRED AT PENROSE POINT WAY. TEM UNIT PHASE 1 VriM Na 7208 RELIANCE DRIVE CATCUS PATCH DRIVE TOTAL A.C. PAVING 'TONS 1137 Mims 913 82 OX - SHEET NUMBER CL II AGG. BASE CUYD 1162 1026 INDEX OF SHEETS 3005 KEY CUYD MAP 1283 1467 168 4371 SCALE: LF 1"=200' SHEET TITLE 627 9049 SIDEWALK SOFT 20422 1. COVER SHEET 2842 42337 DRIVEWAYS SF 3627 2. LANDING COVE STREET - 6713 HANDICAP RAMPS EA 4 (STA. 10+00.00 C.L. TO STA. 18+90.00. C.L.) EA. 3. SHELTER COVE STREET 1 - 13 TRAFFIC CONTROL SIGNS EA. (STA. 10+00.00 C.L. TO STA. 18+90.00 C.L.) 5WO WMEN STREET LIGHTS 4. SMUGGLER COVE STREET - -- 8 9500 LUMEN STREET LIGHTS EA, (STA. 10+00.00 C.L. TO STA. 18+90.00 C.L.) MONUMENT ENCASEMENTS 5. LA CRUZ ROCK AVENUE 1 1 11 SAWCUT LF (STA. 10+00.00 C.L. TO STA. 15+52.00 C.L.) DETAIL 22 6, HALFWAY ROCK AVENUE 1235 - 1235 DETAIL 27B LF (STA. 10+00.00 C.L. TO STA. 15+52.00 C.L.) DETAIL 36A 7. PENROSE POINT WAY & EMORY ISLAND WAY 607 PAWMENT MARKINGS STA. 10+00.00 C.L. TO STA, 43+23.27 C.L.) 252 UMIT LINE/12- CROSSWALK STA. 10+00.00 C.L. TO STA. 12+29.15 C.L.) 128 8. RELIANCE DRIVE STREET GL LENGTH (STA. 10+00.00 C.L. TO STA. 19+09.50 C.L.) 5768 9. CACTUS PATCH DRIVE (STA. 10+00.00 C.L. TO STA. 16+00.54 C.L.) 10. RELIANCE DRIVE - STRIPING PLAN (STA. 10+00.00 C.L. TO STA. 23+00.00 C.L.) LIST OF MATERIALS 10 11 12 13 14 15 i6 I TRACT IN, 8808 PHASE NOTE: PLANS TO BE CONSTRUCTED SIMULTANEOUSLY WITH PANAMA LANE OR A TEMPORARY SUMP WILL BE REQUIRED AT PENROSE POINT WAY. TEM UNIT PHASE 1 PHASE 2 RELIANCE DRIVE CATCUS PATCH DRIVE TOTAL A.C. PAVING 'TONS 1137 1005 913 82 3137 CL II AGG. BASE CUYD 1162 1026 733 84 3005 A.C. SUBGRADE PREPARATION CUYD 1453 1283 1467 168 4371 6" CURB AND CRITTER LF 4073 3529 820 627 9049 SIDEWALK SOFT 20422 15084 3989 2842 42337 DRIVEWAYS SF 3627 3D86 - - 6713 HANDICAP RAMPS EA 4 4 2 - 10 STANDARD STREET NAME SIGNS EA. 6 6 1 - 13 TRAFFIC CONTROL SIGNS EA. - - 3 - 3 5WO WMEN STREET LIGHTS EA. 4 4 - -- 8 9500 LUMEN STREET LIGHTS EA, - - 3 - 3 MONUMENT ENCASEMENTS EA. 4 5 1 1 11 SAWCUT LF - - - 596 596 DETAIL 22 LF - I - 1235 - 1235 DETAIL 27B LF - - 831 - 831 DETAIL 36A LF - - 607 - 607 PAWMENT MARKINGS SF - - 252 - 252 UMIT LINE/12- CROSSWALK LF - - 128 - 128 STREET GL LENGTH LF 2248 1970 910 640 5768 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WTHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTiL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL MATERIALSUPPLIE THIS S D FOR THI PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. 0 55102 DATE ' IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 REVIEWED BY: STUART J. PATTESON, DATE ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 CITY OF BAKERSFIELD REVIEWED BY: AI- " i TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N8857'42"W AS SHOWN ON THE NORTH LINE OF THE N.E. 1/4 OF SEC. 28, T.30S., R.28E., M.D.M. ALSO BEING THE CENTERLINE OF PANAMA LANE PER RECORD OF SURVEY NO. 3415 FILE IN BOOK 29 OF RECORD OF SURVEYS AT PAGE 100 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS BASIS OF BEARINGS SHOWN ON THIS MAP. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' (U.S.G.S. DATUM) PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP Know what's below. Call before you dig. AN5 1� U/ 4 7 7' 6 8 < CURVE n W I �sLL9 � 3 gg I y�ro 3 6 1 197.70' o o 5 I N v 11+00 8 S>EWR I 368 366 364 362 360 358 356 354 352 350 348 10+00 PENIM POINT SEE SHEET 7 $ T $I S LL 10 4i 11 JI 12nt, R2 I J J JJ I JJ JI LL 3 JI 4 .I w 5 4 cc oo g 3y SEI of 3rn NI >+ rl NI >+ /W c add R)w �_ y aye mrw 4 P 4 3 cR�F ci R/W d c>vl R. 1 8' SEWER C4 C4 _ 12+00 S88'57'42"E 450.00' 13+00 1 14+00 ' 8" COWER 1 c -� _ -_ _ _ _. _ .F_ _ _ _ _ _ 15+00 -16+00-- 17+00 _� _ _ _ � _ S88'S7'42"E 440.00 -�--s _ - '� 18" DRAIN oI R-7 Q $- n _- yr -- •` __ WTRWJ -2 $I $I f >, 9!a<Ig ---- < i �i 16 yi 15 'i 1T�LLi 13 43 I 42�� 41 Z08 U y1. <oo d'60 yy 0 4 m t+ U S S W1, ow-- R62 W^^ _ my y Uy(r/1 LANDING COVE STREET STA. 10+00.00 C.L. TO 18+90.00 C.L. SCALE: 1" = 50' HORIZONTAL 1 CURVE n LENGTH II I + 3 0 0 I y�ro 3 6 1 197.70' o o 5 I N 6� 6.94' 81m C4 V'Q S 20.00' m a 1.53 MIN. TO1.5% MIN. X. LA CRUZ ROCK AVENUE 9 9 SEE SHEET 5 00 368 366 364 362 360 358 356 354 352 350 348 10+00 PENIM POINT SEE SHEET 7 $ T $I S LL 10 4i 11 JI 12nt, R2 I J J JJ I JJ JI LL 3 JI 4 .I w 5 4 cc oo g 3y SEI of 3rn NI >+ rl NI >+ /W c add R)w �_ y aye mrw 4 P 4 3 cR�F ci R/W d c>vl R. 1 8' SEWER C4 C4 _ 12+00 S88'57'42"E 450.00' 13+00 1 14+00 ' 8" COWER 1 c -� _ -_ _ _ _. _ .F_ _ _ _ _ _ 15+00 -16+00-- 17+00 _� _ _ _ � _ S88'S7'42"E 440.00 -�--s _ - '� 18" DRAIN oI R-7 Q $- n _- yr -- •` __ WTRWJ -2 $I $I f >, 9!a<Ig ---- < i �i 16 yi 15 'i 1T�LLi 13 43 I 42�� 41 Z08 U y1. <oo d'60 yy 0 4 m t+ U S S W1, ow-- R62 W^^ _ my y Uy(r/1 LANDING COVE STREET STA. 10+00.00 C.L. TO 18+90.00 C.L. SCALE: 1" = 50' HORIZONTAL 1 CURVE n LENGTH II I O 1 54.98' 35.00' w� J 6 1 197.70' 202.06' 134'51'11" I 35.00' 6� 6.94' 222535" C4 V'Q S 20.00' m a 1.53 MIN. TO1.5% MIN. X. W31(CA)' - END "R26(CA)" - NO PARKING ANY TIME "W14-1" N ILLI 3.4% MAX. "R4-7" - KEW RIG14T "W14-2" - NO OUTLET OI ZZJ� OUA "R3-7" - RIGHT LANE MUST TURN RIGHT "R81(CA)" - BIKE LANE N 0 'R7-9' - NO PARKING BIKE LANE AWN 0.20 AC PSIDEVAUK JJ COMBINATION JJ LLI Z OLL I Q J J C.O.B. STD. D-14, UNLESS NOTED OTHERVASE. UIi rfl yi U1i PROPOSED TYPE "E" Qp 7 C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 953 RELATIVE DENSITY mrd CURB & GUTTER we4i °) 3 i 9 o R�� 0101- A [V Mf M > i 2 SCALE: j"=10' HORIZONTAL CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' WINGS "B" ' B PER C.O.B. STD. ST -7 ON SHEET I. UNLESS NOTED. 1 =5' VERTICAL nn OVER LOG AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE mm !1 COMPAC10 TO 953 RELATIVE DENSITY PER CAIK STD. ST -9. ^� - CENTERUNE STORM DRAIN - REFER TO 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER .. � PHASE BOUNDARY SEWER & STORM DRAM PLANS C.O.B. STD. 0-14, UNLESS N07ED OTHERWISE of TRACT BOUNDARY -----"---"-""----'- EXISTING STORM DRAIN V F F V F f F y CONSTRUCTION NOTES: SECTION DESIGNATION: OCONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 SECTION LETTER y rI myy CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD 6y41 O1 PROPOSED ST -5 ON SHEET 8. 'z 1 01 V�SSTA. .1$ F.L $c I '�I+12.6 C.L.g-J � +01.6 F.L^I 10.00 CL14.71 F.L. HALFWAY RIX)( AVENUE SEE SHEET 6 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 35.00' 54.98' 35.00' w� C2 84.00' 197.70' 202.06' 134'51'11" I 35.00' 6� 6.94' 222535" C4 V'Q 31.42 20.00' 90'0000" a 1.53 MIN. TO1.5% MIN. X. W31(CA)' - END "R26(CA)" - NO PARKING ANY TIME "W14-1" 203 ILLI 3.4% MAX. "R4-7" - KEW RIG14T "W14-2" - NO OUTLET OI ZZJ� OUA "R3-7" - RIGHT LANE MUST TURN RIGHT "R81(CA)" - BIKE LANE 4"W UTILITY: W -WATER D -DRAIN G -GAS S -SEWER 0 'R7-9' - NO PARKING BIKE LANE AWN 0.20 AC PSIDEVAUK COLMBINAVON COMBINATION 0,40 ,TGG. BASE Z OLL I Q J ra0+ C.O.B. STD. D-14, UNLESS NOTED OTHERVASE. 3c >+ rfl yi Zr'r PROPOSED TYPE "E" K 1 01 V�SSTA. .1$ F.L $c I '�I+12.6 C.L.g-J � +01.6 F.L^I 10.00 CL14.71 F.L. HALFWAY RIX)( AVENUE SEE SHEET 6 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 35.00' 54.98' 35.00' 90TX1'DO" C2 84.00' 197.70' 202.06' 134'51'11" C3 35.00' 13.70' 6.94' 222535" C4 20.00 31.42 20.00' 90'0000" SCALE: 1" = 50' 50' 25' O' 50' 100' -- -� - - - - 368 I I i 1 .. _ _ _ _. __ _... `.__ _�� _ _ h ass LEGEND: 366 �� - n;� ABBREVIATIONS a 1---_ - m +- 364 F.L. FLOWUNE POVC PONT ON VERTICAL CURVE 364 -._ _ -y'_ J_ _ I___. _ _ i i- _ _ i. __. > __. ` - __.._-a-`I GL CEN7ERNE EVC DIN VERTICAL CURVE 362 '�i I�- '� I r I -. _ p w __ -.. w w 362 ELEV. ELEVATION EN N EVC END VERTICAL CURVE I xi ru .W1, 5 - B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION RB 360 -_�_ �__- �- - 2 p' mT m� oT _ o - ^rt 360 EBIC BEGINC CURVE TURN POC POINT OF COMPOUND CURVATURE PRC POINT OF REVERSE CURVATURE ,__' '__-__ bi ^i_-- _-_- a n - S .� - S EC END CURVE TC TOP OF CURB 8+ of 358 d- r -.- > + A�MAAT$TNW�G T - - + U + + 356 VERTICAL CURVE FC FINISH CONCRETE -__ - _ _ PIVC PONT OF INTERSECTIONTP TOP OF PAVEMENT o•- am - V- oM �a io:� win y' - fi - �- r y P.O.C. POINT ON CURVE FC FINISHED CONCRETE ._ _ _ _ _ U' < _ m y n In _ _ _ . _ _ - P/L PROPERTY UNE R/W RIGHT-OF-WAY 356 - s o.z5x�--�- os�z p�1x - -- -- = - -- 356 EP. EDGE OF PAVEMENT AP. ANGLE PONT ww mw 354 354 P.A.F.L. FA.F. FACED CURB C&6 CURB AND GUTTER PROPOSED SE �ORTU -__ I PARKING AREA FLOW UNE EX. EXISTING al --.. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. 352 -- - - ---'- ----- --- 352 GT -13. � � � - EXISTING SURVEY MONUMENT �-- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. T 350 I �I 350 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. U _ I i T-1. zA1R 348 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STA. 10+50.00 C.L. TO 20+50.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 STA. 10+00.00 C.L. TO 19+50.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 19+00 19+50 R/W _ FURNISH & INSTALL STREET UGHT-5800 LUMEN 30' i 30 R/W I 5• 1 5' 1 20' PER I C.O.B. STD. ST -14. i _- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET z I o Z LEGEND (CONT.) o I I & INSTALL TRAFHC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION I i - ONE WAY "W3 -P - STOP AHEAD 'R5-1' - DO NOT ENTER 1.53 MIN. TO1.5% MIN. X. W31(CA)' - END "R26(CA)" - NO PARKING ANY TIME "W14-1" 203 3.43 MAX.. 3.4% MAX. "R4-7" - KEW RIG14T "W14-2" - NO OUTLET PIPE SIZE "R3-7" - RIGHT LANE MUST TURN RIGHT "R81(CA)" - BIKE LANE 4"W UTILITY: W -WATER D -DRAIN G -GAS S -SEWER 0 'R7-9' - NO PARKING BIKE LANE AWN 0.20 AC PSIDEVAUK COLMBINAVON COMBINATION 0,40 ,TGG. BASE Z OLL I Q J SINEW" C.O.B. STD. D-14, UNLESS NOTED OTHERVASE. 1. SEE SEWER AND STORM GRAM PLANS FOR STORM DRAM PLANS 0.8' COMPACTED OG ® CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER PROPOSED TYPE "E" PROPOSED TYPE '8" C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 953 RELATIVE DENSITY OMB & GUTTER CURB & GUTTER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE < -- s SEWER - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. o R�� ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. A LOCAL STREET SECTION © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 0.55' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 2 SCALE: j"=10' HORIZONTAL CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' WINGS "B" ' B PER C.O.B. STD. ST -7 ON SHEET I. UNLESS NOTED. 1 =5' VERTICAL OVER LOG AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 11 = 4.5 R=49 COMPAC10 TO 953 RELATIVE DENSITY PER CAIK STD. ST -9. /. /- 7 3 y s 1%h l 4 )- CITY RECORDS NO: FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 20+00 20+50 STANDARD OR APPROVED EQUAL. -e- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ,w m v + o _- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS O Z LEGEND (CONT.) LEGEND CONT.) & INSTALL TRAFHC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION RTLFURNISH "R1-1" - STOP 'SS --e - END SCHOOL ZONE "R6-1" ® ITEM OF WORK - SEE SCHEDULE - ONE WAY "W3 -P - STOP AHEAD 'R5-1' - DO NOT ENTER ` V W31(CA)' - END "R26(CA)" - NO PARKING ANY TIME "W14-1" RIGHT TURN ONLY - DEAD END ` "R4-7" - KEW RIG14T "W14-2" - NO OUTLET PIPE SIZE "R3-7" - RIGHT LANE MUST TURN RIGHT "R81(CA)" - BIKE LANE 4"W UTILITY: W -WATER D -DRAIN G -GAS S -SEWER 0 'R7-9' - NO PARKING BIKE LANE m "A" NOTES: ` CONSTRUCT TYPE CATCH BASIN NTH 3.5' OPENING PER Z OLL I Q J C.O.B. STD. D-14, UNLESS NOTED OTHERVASE. 1. SEE SEWER AND STORM GRAM PLANS FOR STORM DRAM PLANS W V � ® CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER AND DETAILS I C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. Y LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" AC OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE < -- s SEWER - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. o R�� ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. RELIANCE DRIVE - PAVEMENT TO BE 0.35' TYPE "B" AC i © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 0.55' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Y m CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' WINGS "B" ' B PER C.O.B. STD. ST -7 ON SHEET I. UNLESS NOTED. 4. CACTUS PATCH DRIVE -PAVEMENT TO BE Q25 TYPE AC. OVER LOG AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE INTERCONNECT CONDUIT ---------- EXISTING SEWER COMPAC10 TO 953 RELATIVE DENSITY PER CAIK STD. ST -9. - CENTERUNE STORM DRAIN - REFER TO 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER .. � PHASE BOUNDARY SEWER & STORM DRAM PLANS C.O.B. STD. 0-14, UNLESS N07ED OTHERWISE ---- TRACT BOUNDARY -----"---"-""----'- EXISTING STORM DRAIN STORM DRAIN MANHOLE - ./i EX. EDGE OF PAVEMENT ® REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION NOTES: SECTION DESIGNATION: OCONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 SECTION LETTER 'm CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD O1 PROPOSED ST -5 ON SHEET 8. 'z SHEET WHERE SECTION IS SHOWN ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED 4 STANDARD PLAN R.S.P. A88A, 2002 RSP CASE "A". ®SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 5.5' COMBINATION SIDEWALK PER C.O.B. STD tt ©CONSTRUCT PROPOSED ST -5. 43 12" LIMIT LINE USING THERMOPLASTIC PAINT PER OPAINT CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ®FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33. INSTALL TYPE III BARRICADE PER CALTRANS KNOW what's below. O9 STANDARD PLAN A73C WITH W-31(CA) SIGN AT Call PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE before you dig. SIGH WITH CONSTRUCTION OF ADJACENT PHASE. /. /- 7 3 y s 1%h l 4 )- CITY RECORDS NO: r> ,w m v + o z O Z Z V V rn In y 0 m O Z � Z OLL I Q J o W V � W � Z o R�� N W Y m [ a B 1 P 'm 0 N tt 0 J Z f m -0 CL W ao O1`jL R a V W O D ` cc O G mmU (- W O Z -J F V Z s t W Z Z s ¢ W a Z � J i d W i N R U. 0 $rc Lug 3g JJ �g citi U 188 - �On _Z .-r 'TUFF 'rj 1 LA CRUZ RIX]( AVENUE SM SHEET 5 368 366 364 362 360 358 356 354 352 350 348 10+00 Illi II III° HALFWAY ROC( AVENUE SEE SHEER 6 SHELTER COVE STREET STA. 10+00.00 C.L. TO 18+90.00 C.L. SCALE: 1" = 50' HORIZONTAL 368 366 364 362 360 358 356 354 352 350 11+00 12+00 13+00 14+00 15+00 STA. 10+00.00 C.L. TO 19+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 16+00 17+00 18+00 11 12 13 SCALE: 1" = 50' 368 50' 25' 0' 50' 100' 366 364 362 360 358 356 354 352 350 348 19+00 11+00 12+00 LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV. ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT OR CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C&G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE EX. EXISTING FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. .o. EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -�- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. �- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. -o- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 368 366 364 362 360 358 356 354 352 350 348 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STA. 10+00.00 C.L. TO 19+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND (CONT.) LEGEND (CONT)CONSTRUCTION NOTES: SECTION DESIGNATION: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Oi CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 SECTION LETTER R1-1" — STOP "R6-1" — ONE WAY "�`-2" — END SCHOOL ZONE O ITEM OF WORK — SEE SCHEDULE CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD 'R5-1" — DO NOT ENTER "W3-1" — STOP AHEAD ® PROPOSED ST -5 ON SHEET B. 2 "R26(CA�" — NO PARKING ANY TIME "W31(CA)' — END MEET WHERE SECTION IS SHOWN "R3—SR — RIGHT TURN ONLY "W14-1" — DEAD END O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. "R4-7" — KEEP RIGHT "W14-2" — NO WHET/—PIPE SIZE 'R81(CA)" — BIKE LANE 4'W UTILITY: W—WATER D—DRAIN CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED "R3-7" — RIGHT LANE MUST TURN TIGHT G—GAS S—SEWER 4' STANDARD PLAN R.S.P. A88A, 2002 RSP CASE "A". 'R7-9' — NO PARKING BIKE LANE N OTES: ® AS IN ENGINEER, RESPECTIVE STREET SECTION OR CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER DIRECTED ® C.O.B. STD. D-14. UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS © CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER AND DETML3. PROPOSED ST -5. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS — PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PAINT tY LIMIT LINE USING THERMOPLASTIC PAINT PER -- s SEWER — REFER TO SEWER & STORM DRAIN PLANS COM AGGREGATE BASE OVER 0.50' COMPACTED O.G. D. T O CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 0 COMPACTED TO 95E RELATIVE DENSITY PER C.0.8. 510, 5T-9. ® SEWER MANHOLE — REFER SEWER & STORM DRAIN PLANS. 3. RELIANCE DRIVE — PAVEMENT TO BE 0.35' TYPE 'B" A.C. ® FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES OVER 0.55' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PER C.O.B. STD. DET. T-33. © SEWER CLEANOUT — REFER TO SEWER &STORM DRAIN PLANS, BE COMPACTED TO 95% RELATIVE DENSITY PER GOB. STD. ST -9. CONSTRUCT 24'M BOTTOM WIDTH T 9. UNLESS W/3' TANGS O INSTALL TYPE N BARRICADE PER CALT(CA) SINS PER C.O.B. STD. ST -7 ON SHEET 9. UNIiSS NOTED. 4. CACTUS PATCH DRIVE — PAVEMENT TO BE 0.25' TYPE R' A.C. STANDARD PLAN A73C WITH W-31(CA) SIGN AT Know. whaCs belOW. INTERCONNECT CONDUIT OVER 1.00' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE OU Call b8fO�8 di - - ----- EXISTING SEWER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SIGH WITH CONSTRUCTION OF ADJACENT PHASE. Y g — - CENTERLINE STORM DRAIN - REFER TO 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER - PHASE BOUNDARY SEWER & STORM DRAIN PLANS C.O.R. STD. D-14, UNLESS NOTED OTHERWISE. --- TRACT BOUNDARY -- EXISTING STORM DRAIN ,/ STORM DRAIN MANHOLE - EX. EDGE OF PAVEMENT ® REFER TO SEWER & STORM DRAIN PLANSs' /./— .sa V r 41 - Er V LA CRUZ RIX]( AVENUE SM SHEET 5 368 366 364 362 360 358 356 354 352 350 348 10+00 Illi II III° HALFWAY ROC( AVENUE SEE SHEER 6 SHELTER COVE STREET STA. 10+00.00 C.L. TO 18+90.00 C.L. SCALE: 1" = 50' HORIZONTAL 368 366 364 362 360 358 356 354 352 350 11+00 12+00 13+00 14+00 15+00 STA. 10+00.00 C.L. TO 19+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 16+00 17+00 18+00 11 12 13 SCALE: 1" = 50' 368 50' 25' 0' 50' 100' 366 364 362 360 358 356 354 352 350 348 19+00 11+00 12+00 LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV. ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT OR CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C&G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE EX. EXISTING FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. .o. EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -�- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. �- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. -o- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 368 366 364 362 360 358 356 354 352 350 348 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STA. 10+00.00 C.L. TO 19+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND (CONT.) LEGEND (CONT)CONSTRUCTION NOTES: SECTION DESIGNATION: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Oi CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 SECTION LETTER R1-1" — STOP "R6-1" — ONE WAY "�`-2" — END SCHOOL ZONE O ITEM OF WORK — SEE SCHEDULE CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD 'R5-1" — DO NOT ENTER "W3-1" — STOP AHEAD ® PROPOSED ST -5 ON SHEET B. 2 "R26(CA�" — NO PARKING ANY TIME "W31(CA)' — END MEET WHERE SECTION IS SHOWN "R3—SR — RIGHT TURN ONLY "W14-1" — DEAD END O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. "R4-7" — KEEP RIGHT "W14-2" — NO WHET/—PIPE SIZE 'R81(CA)" — BIKE LANE 4'W UTILITY: W—WATER D—DRAIN CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED "R3-7" — RIGHT LANE MUST TURN TIGHT G—GAS S—SEWER 4' STANDARD PLAN R.S.P. A88A, 2002 RSP CASE "A". 'R7-9' — NO PARKING BIKE LANE N OTES: ® AS IN ENGINEER, RESPECTIVE STREET SECTION OR CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER DIRECTED ® C.O.B. STD. D-14. UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS © CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER AND DETML3. PROPOSED ST -5. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS — PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PAINT tY LIMIT LINE USING THERMOPLASTIC PAINT PER -- s SEWER — REFER TO SEWER & STORM DRAIN PLANS COM AGGREGATE BASE OVER 0.50' COMPACTED O.G. D. T O CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 0 COMPACTED TO 95E RELATIVE DENSITY PER C.0.8. 510, 5T-9. ® SEWER MANHOLE — REFER SEWER & STORM DRAIN PLANS. 3. RELIANCE DRIVE — PAVEMENT TO BE 0.35' TYPE 'B" A.C. ® FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES OVER 0.55' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PER C.O.B. STD. DET. T-33. © SEWER CLEANOUT — REFER TO SEWER &STORM DRAIN PLANS, BE COMPACTED TO 95% RELATIVE DENSITY PER GOB. STD. ST -9. CONSTRUCT 24'M BOTTOM WIDTH T 9. UNLESS W/3' TANGS O INSTALL TYPE N BARRICADE PER CALT(CA) SINS PER C.O.B. STD. ST -7 ON SHEET 9. UNIiSS NOTED. 4. CACTUS PATCH DRIVE — PAVEMENT TO BE 0.25' TYPE R' A.C. STANDARD PLAN A73C WITH W-31(CA) SIGN AT Know. whaCs belOW. INTERCONNECT CONDUIT OVER 1.00' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE OU Call b8fO�8 di - - ----- EXISTING SEWER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SIGH WITH CONSTRUCTION OF ADJACENT PHASE. Y g — - CENTERLINE STORM DRAIN - REFER TO 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER - PHASE BOUNDARY SEWER & STORM DRAIN PLANS C.O.R. STD. D-14, UNLESS NOTED OTHERWISE. --- TRACT BOUNDARY -- EXISTING STORM DRAIN ,/ STORM DRAIN MANHOLE - EX. EDGE OF PAVEMENT ® REFER TO SEWER & STORM DRAIN PLANSs' /./— .sa V r 41 - Er V 41 m a OCK ROCK AVENUE RADIUS �I LA CRUZ ROCK AVENUE C1 - -- SEE SHEET 5 r'�J�t2]I $ 84.00' 184.78' - - - - - - - -88 35.00' 13.70' 8.94' 22'25.35" C4 84.00' ++ w� T � m 0ia�S; 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE 'B' A.C. OVER 0.40' AGGREGATE BASE OVER 0 .50 COMPACTED OG TO BE C -- - - J c� 3. RELIANCE DRIVE - PAVEMENT TO BE 0.35 TYPE "B" A.0 o OVER 0.55' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO I BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ci4 PER C.O.B. SIO. ST -7 ON SHEET 9. UNLESS NOTED. N I INTERCONNECT CONDUIT --------- EXISTING SEWER $ Lj sIB w� -- .- PHASE BOUNDARY SEWER & STORM DRAIN PLANS C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ---- TRACT BOUNDARY- EXISTING STORM DRAIN 3� I Ip PLANS 3 � is �dc � vN s Yj�N { r--- 368 366 364 362 360 358 356 354 352 350 34810+00 30 39 31 32 33 9 111 y37 36 I2 3591?Iq 4 022 I n n ws II }a �I 23 24 25 IIIpndN}n I R/W n o 20 9 21 SMUGGLER COVE STREET STA. 10+00.00 C.L. TO 18+90.00 C.L. SCALE: 1" = 50' HORIZONTAL 26 27 HALFWAY ALFWAY OCK ROCK AVENUE RADIUS - -- SEE SHEET 6 DELTA C1 - -- - r'�J�t2]I C2 84.00' 184.78' - - - - - - - -88 35.00' 13.70' 8.94' 22'25.35" C4 84.00' ++ w� T � m 0ia�S; 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE 'B' A.C. OVER 0.40' AGGREGATE BASE OVER 0 .50 COMPACTED OG TO BE C -- - - Q 366 3. RELIANCE DRIVE - PAVEMENT TO BE 0.35 TYPE "B" A.0 � OVER 0.55' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO C BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SIO. ST -7 ON SHEET 9. UNLESS NOTED. 4. CACTUS PATCH DRIVE - PAVEMENT TO BE 015' TYPE "8" A.C. OVER 1.00 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TOBE INTERCONNECT CONDUIT --------- EXISTING SEWER COMPACTED 1D 95% RELATIVE DENSITY PER C.O.B. STD. 51-9.9. - CENTERUNE STORM DRAIN - REFER TO 5. ALL CATCH BASINS TO BE TYPE 'A' WIN 3.5' OPENINGS PER -- .- PHASE BOUNDARY SEWER & STORM DRAIN PLANS C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ---- TRACT BOUNDARY- EXISTING STORM DRAIN STORM DRAIN MANHOLE - "4 ® EX. EDGE OF PAVEMENT REFER TO SEWER & STORM DRAIN PLANS SMUGGLER COVE STREET STA. 10+00.00 C.L. TO 18+90.00 C.L. SCALE: 1" = 50' HORIZONTAL 26 27 HALFWAY ALFWAY OCK ROCK AVENUE RADIUS - -- SEE SHEET 6 DELTA C1 - -- - T C2 84.00' 184.78' - - - - - - - -88 35.00' 13.70' 8.94' 22'25.35" C4 84.00' ++ w� T � m 0ia�S; 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE 'B' A.C. OVER 0.40' AGGREGATE BASE OVER 0 .50 COMPACTED OG TO BE C -- - - Q 366 3. RELIANCE DRIVE - PAVEMENT TO BE 0.35 TYPE "B" A.0 � OVER 0.55' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO C BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SIO. ST -7 ON SHEET 9. UNLESS NOTED. 4. CACTUS PATCH DRIVE - PAVEMENT TO BE 015' TYPE "8" A.C. 8'SEWER s -17+O0- RADIUS - -- --- DELTA C1 - -- - T C2 84.00' 184.78' - - - - - - - 68 35.00' 13.70' 8.94' 22'25.35" C4 84.00' 197.70' w� T RVE C.O.B. SIO. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE 'B' A.C. OVER 0.40' AGGREGATE BASE OVER 0 .50 COMPACTED OG TO BE C -- - - COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 366 3. RELIANCE DRIVE - PAVEMENT TO BE 0.35 TYPE "B" A.0 © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 0.55' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SIO. ST -7 ON SHEET 9. UNLESS NOTED. 4. CACTUS PATCH DRIVE - PAVEMENT TO BE 015' TYPE "8" A.C. OVER 1.00 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TOBE 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 STA. 10+00.00 C.L. TO 19+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 - CURVE RADIUS - -- --- DELTA C1 - -- - T C2 84.00' 184.78' - - - - - - - 68 35.00' 13.70' 8.94' 22'25.35" C4 84.00' 197.70' w� T RVE C.O.B. SIO. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE 'B' A.C. OVER 0.40' AGGREGATE BASE OVER 0 .50 COMPACTED OG TO BE C -- - - COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 366 3. RELIANCE DRIVE - PAVEMENT TO BE 0.35 TYPE "B" A.0 © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 0.55' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SIO. ST -7 ON SHEET 9. UNLESS NOTED. 4. CACTUS PATCH DRIVE - PAVEMENT TO BE 015' TYPE "8" A.C. OVER 1.00 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TOBE INTERCONNECT CONDUIT --------- EXISTING SEWER COMPACTED 1D 95% RELATIVE DENSITY PER C.O.B. STD. 51-9.9. - CENTERUNE STORM DRAIN - REFER TO 5. ALL CATCH BASINS TO BE TYPE 'A' WIN 3.5' OPENINGS PER -- .- PHASE BOUNDARY SEWER & STORM DRAIN PLANS C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ---- TRACT BOUNDARY- EXISTING STORM DRAIN STORM DRAIN MANHOLE - "4 ® EX. EDGE OF PAVEMENT REFER TO SEWER & STORM DRAIN PLANS 364 { r--- 364 362 --- T 1 -- --I- - 362 w 360; ',' r 360 o �- F. } "µ U ' g aPi!RoxIMATEI EX9SBwc. 89! 9 358 -- _ - 1 m > RAGE ATITLOWuwE, <� ! -. - -- -i - it - �, T --r . - 358 I 356=-- --- ----- -- -- --, - = -�-_ - 356 - -- -asaz -- - `ass% - - 354 t - � - - - - - I'- r +- } PROP u SOUTH -- - -- --r- - --+ 354 352 - ' �- -- r- I - - -- I - - -- i- - 1 - ---_7 352 350 _ I 350 348 - 10+50 11+00 12+00 13+00 14+00 15+00 16+00 STA. 10+50.00 C.L. TO 18+50.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 17+00 18+00 18+50 368 366 364 362 360 358 356 354 352 350 348 19+00 15 16 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 54.98' 35.00' 90YX1'00' C2 84.00' 184.78' 164.99' 128102.08" C3 35.00' 13.70' 8.94' 22'25.35" C4 84.00' 197.70' 20208' 134'51'11' LEGEND: ABBREVIATIONS F.1- FLOWUNE POVC POINT ON VERTICAL CURVE C.L. CEN10UNE ENO BEGIN VERTICAL CURVE ELEV. ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE POC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C&G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW UNE EX. EXISTING Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 1 EXISTING SURVEY MONUMENT T FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL -9- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. -. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS SCALE: 1" = 50' 50' 25' 0' 50' 100' -- I LEGEND (CONT.) LEGEND (CONT.) FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O1 CURVE NUMBER FOR CURVE DESCRIPTION *RI _I* - STOP "S5-2" - END SCHOOL ZONE R6-1" - ONE WAY ® ITEM OF WORK - SEE SCHEDULE 'R5-1' - DO NOT ENTER 'W3-}' -STOP AHEAD "R26(CA" - NO PARKING ANY TIME - END 'R3-5R'�- RIGHT TURN ONLY "WAV -1' - DEAD END "R4 "V I4 -Y - NO OUTLET -PIPE SIZE -Y - KEEP RIGHT *R3-7"- - OKE LANE 44W UTILITY: W -WATER D -DRAIN RIGHT LANE MUST TURN RIGHT'R81(CA)' G -GAS S -SEWER 'R7-9' - NO PARKING BIKE LANE "A" NOTES: CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER C.0.9. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAIN PLANS FOR STOMA DRAIN PLANS ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER AND DETAILS. C.O.B. SIO. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE 'B' A.C. OVER 0.40' AGGREGATE BASE OVER 0 .50 COMPACTED OG TO BE C - s SEWER - REFER TO SEWER &STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. RELIANCE DRIVE - PAVEMENT TO BE 0.35 TYPE "B" A.0 © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 0.55' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SIO. ST -7 ON SHEET 9. UNLESS NOTED. 4. CACTUS PATCH DRIVE - PAVEMENT TO BE 015' TYPE "8" A.C. OVER 1.00 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TOBE INTERCONNECT CONDUIT --------- EXISTING SEWER COMPACTED 1D 95% RELATIVE DENSITY PER C.O.B. STD. 51-9.9. - CENTERUNE STORM DRAIN - REFER TO 5. ALL CATCH BASINS TO BE TYPE 'A' WIN 3.5' OPENINGS PER -- .- PHASE BOUNDARY SEWER & STORM DRAIN PLANS C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ---- TRACT BOUNDARY- EXISTING STORM DRAIN STORM DRAIN MANHOLE - "4 ® EX. EDGE OF PAVEMENT REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 OCONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD PROPOSED ST -5 ON SHEET 8. OINSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, 2002 RSP CASE "A". OSAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 6 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD PROPOSED ST -5. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ®FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33. 9 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE SIGH WITH CONSTRUCTION OF ADJACENT PHASE. SECTION DESIGNATION: SECTION LETTER ` ----- SHEET WHERE SECTION IS SHOWN 2 Know whars below. Cal I before you dig. Z 368 366 364 362 360 358 356 354 352 350 348 8+00 STA. Em 1. 8+76.07 n u� ZV �Z EMORY ISLAND WAY a a CL INTERSECTION 3 m SEE SHEET J 3 - STA. 12+76.00 CL LA CRUZ ROCK AVENUE MIT = y STI0+00.00 C.L.SHELTER COVE STREET ON 2 o rc5 m g JW 1 g MM I 2 I ON' i m 6 5m 8 1 v z .J 1 (> J 4 JJ I tiJ � 1 ocTti N z u LL 1J mm42 (a0U•d-0Iit1SJW S41 %8 NPLL1Il W>0m+ ciomdomF IIIlJLLa< yO+�iLL�^+ lo''iip. o ++ d N 1+o�2 aKoMa�•- ; vt Jr rrimfn i' add civ, ST,{9I Um R tiro y _ J7 3 ig 4 wH= tivi vn cpS 'mmzo N 3 el - C3 N �y R/W F uin \\ \ n `GOA y 4 ? + _ i o 1 C1 N01'02'18'E 138.00-11+00-s ss C4 8" SEWER 12+00-NOIY12'18"E 13800' 13+00-. 1 8' SEWERS 15+00 C5 _3+__ 24' DRAIN 1 u�--_18" GRAIN " P o _ - N01Y1298'E 276.00 CB I CURVE U LENGTH _-�R/W DELTA C1 2 8 6.94' Q N LLLL C.L. DRIVEWAY A`^ n m STA. 16 Im u g[ o � 63.29' �^ I w 20.00' rc 20.00' 90'00'00" C5 �I z e N 19 vil �o 54.98' 35.00' 9OWOC' © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SCALE: 1" = 50' 3 CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' 1WNGS aI m 4. CACTUS PATCH DRIVE - PAVEMENT TO BE 0.25' TYPE'S" A.0 JJ 5W30 rI O+ 291 <I 1 z STA. 16+38.35, F.L. CURVE RADIUS LENGTH TANGENT DELTA C1 2 8 6.94' Q N LLLL C.L. DRIVEWAY A`^ n m STA. 16 Im u g[ o � z STA. 16+38.35, F.L. LA CRUZ ROCK AVENUE STA. 10+00.00 C.L. TO 15+52.00 C.L. SCALE: 1" = 50' HORIZONTAL 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STA. 8+00.00 C.L. TO 17+25.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 9+50 10+00 11+00 12+00 13+00 14+00 15+00 STA. 9+50.00 C.L. TO 16+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 16+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 13.7Y 6.94' 2225'35 C2 84.00' 184.78' cf Wifn I C3 o 63.29' �^ I 4 0J 17 20.00' 31.4V 20.00' 90'00'00" C5 84.00' 197.70' e N 19 C6 18 54.98' 35.00' 9OWOC' © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SCALE: 1" = 50' 3 CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' 1WNGS PER C.O.B. STD. ST -7 ON SHEET 9. UNLESS NOTED. 4. CACTUS PATCH DRIVE - PAVEMENT TO BE 0.25' TYPE'S" A.0 " OVER TOO AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE INTERCONNECT CONDUIT -- ----- --- ---- EXISTING SEWER 88 CENTERLINE STORM DRAM - REFER TO 50' 25' 0' 50' 100' _ - PHASE BOUNDARY SEWER & STORM DRAIN PLANS o '� LLT$ m I �4: 1 VN 1 wm n STA o 8o ( ++ o1 I g I LEGEND: + ¢ m b ABBREVIATIONS F.L. FLOWUNE POVC POINT ON VERTICAL CURVE ni C.L. CENTERUNE SVC BEGIN VERTICAL CURVE N m m ELEV. ELEVATION EVC END VERTICAL CURVE } b/ ' y SHELLER COVE STREET BEGIN CURB RETURN PI POINT OF INTERSECTION k '� 77 EC.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE .* LANDING COVE STREET STA. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE SEE SHEET 3 m m w N N EC END CURVE TC TOP OF CURB < SEE SHEET 2 f} LA CRUZ ROCK AVENUE STA. 10+00.00 C.L. TO 15+52.00 C.L. SCALE: 1" = 50' HORIZONTAL 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STA. 8+00.00 C.L. TO 17+25.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 9+50 10+00 11+00 12+00 13+00 14+00 15+00 STA. 9+50.00 C.L. TO 16+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 16+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 13.7Y 6.94' 2225'35 C2 84.00' 184.78' 164.99' 126'0708' C3 35.00' 63.29' 44.48' 103'36'32' C4 20.00' 31.4V 20.00' 90'00'00" C5 84.00' 197.70' 202.06' 134'51'11' C6 35.00' 54.98' 35.00' 9OWOC' LEGEND ,CONT. LEGEND ,CONT.h- 1 FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. SID. T-19: .R1-1" - STOP "S5-2' - END SCHOOL ZONE ® ITEM OF WORK - SEE SCHEDULE R6-1" - ONE WAY "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD aO " °R26(CA " - NO PARKING ANY TIME "W -END LJ 'R3-5R'�- RIGHT TURN ONLY 'W114-1'4-1' - DEAD END 'R4-7" - KEEP RIGHT "W14-2' - NO OUTLET /-PIPE SIZE 'R3-7" - RIGHT LANE MUST TURN RIGHT 'R81(CA)" -BIKE LANE 4"W UTILITY: W -WATER D -DRAIN G -GAS S -SEWER "R7-9" - NO PARKING BIKE LANE 'A" U CONSTRUCT TYPE CATCH BASIN NTH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAM PLANS FOR STORM DRAIN PUNS ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER W � C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE *W A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE s SEWER - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.8. SID. ST -9. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. REUANCE DRIVE - PAVEMENT TO BE 0.35 TYPE "B" A.C. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SCALE: 1" = 50' 3 CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' 1WNGS PER C.O.B. STD. ST -7 ON SHEET 9. UNLESS NOTED. 4. CACTUS PATCH DRIVE - PAVEMENT TO BE 0.25' TYPE'S" A.0 OVER TOO AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE INTERCONNECT CONDUIT -- ----- --- ---- EXISTING SEWER COMPACTED TO 95% RELATIVE DENSITY PER C.O.O. SID. ST -9. CENTERLINE STORM DRAM - REFER TO 50' 25' 0' 50' 100' _ - PHASE BOUNDARY SEWER & STORM DRAIN PLANS o '� ---- TRACT BOUNDARY EXISTING STORM DRAIN DRAIN MANHOLE - EX. EDGE OF PAVEMENTSTORM ® REFER TO SEWER & STORM DRAIN PLANS GO LEGEND: ABBREVIATIONS F.L. FLOWUNE POVC POINT ON VERTICAL CURVE ni C.L. CENTERUNE SVC BEGIN VERTICAL CURVE N ELEV. ELEVATION EVC END VERTICAL CURVE } b/ ' B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION k '� EC.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ES m > EC END CURVE TC TOP OF CURB yg� `�." f} PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE Q' P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C&G CURB AND GUTTER a P.A.F.L PARKING AREA FLOW UNE EX. EXISTING �+L ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ®j� EXISTING SURVEY MONUMENT T FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. _o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL -6- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LEGEND ,CONT. LEGEND ,CONT.h- OO CURVE NUMBER FOR CURVE DESCRIPTION FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. SID. T-19: .R1-1" - STOP "S5-2' - END SCHOOL ZONE ® ITEM OF WORK - SEE SCHEDULE R6-1" - ONE WAY "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD " °R26(CA " - NO PARKING ANY TIME "W -END 'R3-5R'�- RIGHT TURN ONLY 'W114-1'4-1' - DEAD END 'R4-7" - KEEP RIGHT "W14-2' - NO OUTLET /-PIPE SIZE 'R3-7" - RIGHT LANE MUST TURN RIGHT 'R81(CA)" -BIKE LANE 4"W UTILITY: W -WATER D -DRAIN G -GAS S -SEWER "R7-9" - NO PARKING BIKE LANE 'A" NOTES: CONSTRUCT TYPE CATCH BASIN NTH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAM PLANS FOR STORM DRAIN PUNS ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER AND DETAILS C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE *W A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE s SEWER - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.8. SID. ST -9. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. REUANCE DRIVE - PAVEMENT TO BE 0.35 TYPE "B" A.C. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 0.55 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' 1WNGS PER C.O.B. STD. ST -7 ON SHEET 9. UNLESS NOTED. 4. CACTUS PATCH DRIVE - PAVEMENT TO BE 0.25' TYPE'S" A.0 OVER TOO AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE INTERCONNECT CONDUIT -- ----- --- ---- EXISTING SEWER COMPACTED TO 95% RELATIVE DENSITY PER C.O.O. SID. ST -9. CENTERLINE STORM DRAM - REFER TO 5. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5 OPENINGS PER _ - PHASE BOUNDARY SEWER & STORM DRAIN PLANS COS. SID. D-14, UNLESS NOTED 01 HERMSE. ---- TRACT BOUNDARY EXISTING STORM DRAIN DRAIN MANHOLE - EX. EDGE OF PAVEMENTSTORM ® REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 OCONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD 2 PROPOSED ST -5 ON SHEET B. OINSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, 2002 RSP CASE "A'. OSAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. ©CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD PROPOSED ST -5. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ®FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33. 9 INSTALL TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE SIGH WITH CONSTRUCTION OF ADJACENT PHASE. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHOWN 2 0 QKnow whars below. Call before you dig. 368 366 364 362 360 358 356 354 352 350 348 8+50 368 366 364 362 360 358 356 354 352 350 348 9+50 VU [i li V.i RIF1FURNISH & INSTALL TRAFFIC SIGNS PER C0.R STD. T-19: "R1-1" M $ o SMUGGLERS COVE STREET - ONE WAY "W3-1" - STOP AHEAD 'R5-1" - DO NOT ENTER II F~ a 'R26(CA" - NO PARKING ANY TIME W31(CA)" - END SEE SHEET 4 6� -i - KEEP RIGHT 'R81(C 'R3-7' RIGHT LANE MUST TURN RIGHT 'R81(CA)' -BIKE LANE 4"W U17LITY: W -WATER D -DRAIN Zx pU(i G -GAS S -SEWER U O S rnn NOTES: CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER �mm zFF tidd I 1 � g O hN EDN AND DETAILS 9 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8" AG OVER 0.40' AGGREGATE BASE OVER 050' COMPACTED O.G. 10 BE — s SEWER - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9, Q SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. REUANCE DRIVE - PAVEMENT TO BE 0.35' TYPE "B" A.C. C7 N U 17 BE COMPACTED TO 95% RELATIVE DENSITY PER COR. STD. ST -9. 8 "B" PER C.O.B. STD. ST -7 ON SHEET 9. UNLESS NOTED. q, CACTUS PATCH DRIVE - PAVEMENT TO BE 0.25' HYPE A.C. OVER 1.00' AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO BE INTERCONNECT CONDUIT EXISTING SEWER STA 9+04.00, F.L SEE SHEET 3 - PHASE BOUNDARY SEWER & STORM BRAN PLANS x ---- TRACT BOUNDARY — EXISTING STORM DRAIN STORM DRAIN MANHOLE - EX. EDGE OF PAVEMENT ® REFER TO SEWER & STORM DRAIN VI m 11.27 368 366 364 362 360 358 356 354 352 350 348 9+50 VU O1 CURVE NUMBER FOR CURVE DESCRIPTION RIF1FURNISH & INSTALL TRAFFIC SIGNS PER C0.R STD. T-19: "R1-1" - STOP 'S5-2" - END SCHOOL ZONE "R6-1" A710 - ONE WAY "W3-1" - STOP AHEAD 'R5-1" - DO NOT ENTER II F~ a 'R26(CA" - NO PARKING ANY TIME W31(CA)" - END "R3 -5R - RIGHT TURN ONLY WI4-1' - DEAD END 'R4 " - NO OUTLET 6� -i - KEEP RIGHT 'R81(C 'R3-7' RIGHT LANE MUST TURN RIGHT 'R81(CA)' -BIKE LANE 4"W U17LITY: W -WATER D -DRAIN Zx pU(i G -GAS S -SEWER U O S Worn NOTES: CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER r zom 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS 368 366 364 362 360 358 356 354 352 350 348 9+50 LEGEND (CONT.). O1 CURVE NUMBER FOR CURVE DESCRIPTION RIF1FURNISH & INSTALL TRAFFIC SIGNS PER C0.R STD. T-19: "R1-1" - STOP 'S5-2" - END SCHOOL ZONE "R6-1" © ITEM OF WORK - SEE SCHEDULE - ONE WAY "W3-1" - STOP AHEAD 'R5-1" - DO NOT ENTER II F~ a 'R26(CA" - NO PARKING ANY TIME W31(CA)" - END "R3 -5R - RIGHT TURN ONLY WI4-1' - DEAD END 'R4 " - NO OUTLET /—PIPE SIZE -i - KEEP RIGHT 'R81(C 'R3-7' RIGHT LANE MUST TURN RIGHT 'R81(CA)' -BIKE LANE 4"W U17LITY: W -WATER D -DRAIN - G -GAS S -SEWER "R7-9" - NO PARKING BIKE LANE U NOTES: CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER r C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER AND DETAILS C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8" AG OVER 0.40' AGGREGATE BASE OVER 050' COMPACTED O.G. 10 BE — s SEWER - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9, Q SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. REUANCE DRIVE - PAVEMENT TO BE 0.35' TYPE "B" A.C. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 055 AGGREGATE BASE OVER 0.50' COMPACTED 0.G. TO SHELTER COVE sTREEr BE COMPACTED TO 95% RELATIVE DENSITY PER COR. STD. ST -9. N "B" PER C.O.B. STD. ST -7 ON SHEET 9. UNLESS NOTED. q, CACTUS PATCH DRIVE - PAVEMENT TO BE 0.25' HYPE A.C. OVER 1.00' AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO BE INTERCONNECT CONDUIT EXISTING SEWER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. SEE SHEET 3 S ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER - PHASE BOUNDARY SEWER & STORM BRAN PLANS x ---- TRACT BOUNDARY — EXISTING STORM DRAIN STORM DRAIN MANHOLE - EX. EDGE OF PAVEMENT ® REFER TO SEWER & STORM DRAIN PLANS 11.27 MAE 28 o s 9 v co -11 zw J Q $ W Q 40 0 I C) cc 0M MM.. J < U Q ih d i U F J < x W z<��Q_ 6 10 q� X 3t,4 4 CpI WpC OU JS �1 aS LLI IpLL } OI O ,ail L3J vi >t TAI fV 61 00 nn K ci< 2 C OF i1V° + i 5-6 n�ii r civ' '_ Ummin < C4 v l 11+001401'02'1 8' SEWER 0 18" DRAIN 13+OD I N01'02'18"E 276X0' s 8" SEWER / 4I N LLQ N13� ILL LL ILL 4 1 I >e I 12 I oI O r_ I"' 1315 ss N I z va iS Ja �UNy ZOO td �LL LANDINGS COVE STREET SEE SHEET 2 n n .8 =+ W N N g m C7 6PI w -41 (pi tpito O O C r N Y N Y N p1 ';;' STA 16+34.70, F.L. CURVE TABLE 77 a $I r r i CURVE RADIUS LENGTH TANGENT DELTA d mmm 3 I o 7 C1 35.00' 13.70 6.94' 2225'35' C3 i C2 84.00' 197.70' 202.06' 134'51'11" "� 18" DRAIN 1 15+00 C3 35.00' 54.98' 35.00'90W'00' T - 4 ♦S C4 20.00' 31.42' 20.00' 90'00'00" 8' SEWER C C xeCS C 9 11 1 � 8 0 Z w m N + ;yl UKP O Z li 1 IN mm10 (341 HLc 9y 4i W U N1 `n+ '�3S3 W W �F HALFWAY ROCK AVENUE STA. 10+00.00 C.L. TO 15+52.00 C.L. SCALE: 1" = 50' HORIZONTAL 10+00 11+00 12+00 13+00 14+00 15+00 STA. 9+50.00 C.L. TO 15+50.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 15+50 LEGEND: ABBREVIATIONS F.L FLOIWJNE POVC POINT ON VERTICAL CURVE C.L CENTERLINE BVC BEGIN VERTICAL CURVE MV. ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE DC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PAL PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C&G CURB AND GUTTER P.A.F.L PARKING AREA FLOW LINE EX. EXISTING ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 'W7 EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -i. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL a FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STA. 8+50.00 C.L. TO 17+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 17+00 SCALE: 1" = 50' 50' 25' 0' 50' 100' LEGEND (CONT.): LEGEND (CONT.). O1 CURVE NUMBER FOR CURVE DESCRIPTION RIF1FURNISH & INSTALL TRAFFIC SIGNS PER C0.R STD. T-19: "R1-1" - STOP 'S5-2" - END SCHOOL ZONE "R6-1" © ITEM OF WORK - SEE SCHEDULE - ONE WAY "W3-1" - STOP AHEAD 'R5-1" - DO NOT ENTER 'R26(CA" - NO PARKING ANY TIME W31(CA)" - END "R3 -5R - RIGHT TURN ONLY WI4-1' - DEAD END 'R4 " - NO OUTLET /—PIPE SIZE -i - KEEP RIGHT 'R81(C 'R3-7' RIGHT LANE MUST TURN RIGHT 'R81(CA)' -BIKE LANE 4"W U17LITY: W -WATER D -DRAIN - G -GAS S -SEWER "R7-9" - NO PARKING BIKE LANE "A" NOTES: CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER r C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER AND DETAILS C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8" AG OVER 0.40' AGGREGATE BASE OVER 050' COMPACTED O.G. 10 BE — s SEWER - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9, Q SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. REUANCE DRIVE - PAVEMENT TO BE 0.35' TYPE "B" A.C. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 055 AGGREGATE BASE OVER 0.50' COMPACTED 0.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER COR. STD. ST -9. CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/5 WINGS "B" PER C.O.B. STD. ST -7 ON SHEET 9. UNLESS NOTED. q, CACTUS PATCH DRIVE - PAVEMENT TO BE 0.25' HYPE A.C. OVER 1.00' AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO BE INTERCONNECT CONDUIT EXISTING SEWER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. CENTERLINE STORM DRAIN - REFER TO S ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER - PHASE BOUNDARY SEWER & STORM BRAN PLANS C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ---- TRACT BOUNDARY — EXISTING STORM DRAIN STORM DRAIN MANHOLE - EX. EDGE OF PAVEMENT ® REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION NOTES: Oj CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 OCONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD PROPOSED ST -5 ON SHEET 8. OINSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. ABBA, 2002 RSP CASE "A". ®SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O6 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD PROPOSED ST -5. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION Phi-02ALKYD. OFURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33. 9 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE SIGH WITH CONSTRUCTION OF ADJACENT PHASE. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHOWN 2 a Know whars below. Cafe before you dig. �a N > U �a` A P r z 0 w MAE v co -11 zw J Q a1 n" W W Q 40 0 W < d= Y C) cc 0M MM.. W O Z < U Q i U F J < x W z<��Q_ 6 10 q� X g PANAMA LANE PER APPROVED PLANS BY MCINTOSH & ASSOCIATES DATED 06/06/19 I I i UNE OF kS GET CURVE TABLE CURVE RADIUS �w LANDINGS COVE STREET u czi SEE SHEET 2 CI 20.00 31.42' I 9000'00' a� 30.00' G1 o t 97'09'52° z I 13 m 88'5008" �� �Uc! 3l0 E -n O 3 ="j < too „ x m � � $_7 z 4 1. tiv�ih n PANAMA LANE PER APPROVED PLANS BY MCINTOSH & ASSOCIATES DATED 06/06/19 I I i UNE OF kS GET CURVE TABLE CURVE RADIUS LENGTH u DELTA CI 20.00 31.42' iS" DRAIN 9000'00' C2 30.00' G1 o t 97'09'52° z 30.00' 46.51' M_ 88'5008" C4 35.00' 63.29' 44.49 44 I 0 1 4 „ x 1 ;m v REUANCE DRIVE o d ',9 q o LA CRUZ ROCS( AVENUE + 3 $� SEE SHEET 8 `v = jj > J SEE 91EEi 5 -z UNE OF j 2 0 e SIGHT n 1 I 1W 3es J iJ O l + + +� m 00 IoN �FQ-FVW OSI- 1 WNN FF ++� I w 1-j 1n0 14 143 4i rn rn '_ add 43 ! mNN y^O v] 'Nh R/W 3 I1u r� PANAMA LANE PER APPROVED PLANS BY MCINTOSH & ASSOCIATES DATED 06/06/19 I I i UNE OF kS GET CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 20.00 31.42' 20.00' 9000'00' C2 30.00' 47.73' 30.62' 97'09'52° C3 30.00' 46.51' 29.40' 88'5008" C4 35.00' 63.29' 44.49 103'032' II � k c�5 �o v REUANCE DRIVE o d ',9 q o LA CRUZ ROCS( AVENUE o SEE SHEET 8 `v = jj > J SEE 91EEi 5 -z UNE OF j e SIGHT I 1W 3es 2S iJ 00 +,i yOj +� )�Y{ IoN �FQ-FVW OSI- 1 WNN w 1-j 1n0 143 Ut/IN 20 mNN y^O v] R/W 3 I1u r� �^ o 4+ z.++ 4 ,N C �� Z(C 11++00 I 12+00 I 29 S86'57'42"E 229.75' - - C3 _ 1!Y DRAIN C4 Q N R/W3 FR/W4 o, 30 .,4LL'LL m N ®nn�J Y� i OJm 1010 vT b[004: N 401 K 9 W�F C1NN20 0NV1 13 W U W PENROSE POINT WAY 50' 25' SCoLE: 50 °' ,o0 EMORY ISLAND WAY SCALE: 1" = So' STA. 10+00.00 C.L. TO 12+15.00 C.L. STA. 10+00.00 C.L. TO 12+29.15 C.L. so' 2s' o so' Too'o r- N K m g SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL Y �I - 368 368 - - a� T368 m 366 366366 - ___ 366 `s S 364 - - -- 364 _ 364 - , -r a -- 364 w M O V 382 Q 8 N 362 362 1� u fi > �- 362 a o 360 _ S APPROXIMATE METING ST He = 360 360 - 360 o �_ GRWNO AT Fl_0 NE 356 356 - +-PP-ROXIMATE EXIS11NG� _ a z >w 358 - - _ o AP. + r++ M 358 P 356 - I WN AT ROW OA sT _ U O s71c 356 356 = M = 1 o -� 356 \ _ JP 354 354FLOWUNE - PROPOSED , EST - I o 354:B7% -- - - 354 352=, 352 1 a�oRosEo T I � �-- 352 II--�� � 1 , i�NE -- 1352 350 -- 350 350 - r- - 350 348- --- --.- - - - - 348 348 _ . ----- 348 10+00 11+00 12+00 10+00 11+00 12+00 12+50 STA. 10+00.00 C.L. TO 12+00.00 C.L. STA, 10+00.00 C.L. TO 12+50.00 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 368 1" =5' VERTICAL _ 368 1" = 5' VERTICAL 368 - T j - 368 0 �._ _ - 366 -- 366 >366 i- -- -t -- 366 362 M - 362 364 Ir- - - o Mi - 364 364 - I- 364 N III o'�� I� _.- _a t>�'� _ 1 M _- w r � 362 I- -r i �! 362 360 360 60 WoI - Ems ' 360 I- t nww C5 3 -1 a � I APPROXIMATE E1ASTING + - - + wo w 356 I L G &q�lp, AT FLOINE - 356 o APPROXIMATE E%IS11NG r �+ m t, r 356 ~_ V w j m N 358 0 S-0 .458 FLOWUNE- o•i-i I- mw r _ �1 to 358 GROUND At d �I 356 -- --356 - - M o y �_ _ 356 W N F W U f J i__ I r 354 FLOWVNE I -- 354 354 354 >- Q 352 - 352%0P0SE� -- 350 t FOM NE- - J 352 3 352 - e EA9T 350 - 350 C 350 Q 348 -- 348348 r �� - 348 Z J 10+00 11+00 12+00 N Q 10+00 11+00 12+00 12+50 CL W � } STA. 10+00.00 C.L. TO 12+00.00 C.L. STA. 10+00.00 C.L. TO 12+50.00 C.L. iM z SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL Nr a O i 1" = 5' VERTICAL 1" = 5 VERTICAL _ W 0d a LEGEND: LEGEND CONT.) (CONT.): CONT.) CONSTRUCTION NOTES: SECTION DESIGNATION: e ' °C Z , d„a-a ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: (1 CURVE NUMBER FOR CURVE DESCRIPTION SECTION LETTER W e F.L. FLOWUNE POVC POINT ON VERTICAL CURVE "Rt -1° - STOP `-' O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 = w Z } C.L. CENTERUNE BVC BEGIN VERTICAL CURVE 'S5-2' - END SCHOOL ZONE ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD �----- s n ® Q "R6-1" - ONE WAY 3 ELEV. ELEVATION EVC END VERTICAL CURVE "RS -1" - DO NOT ENTER 'W3-1" - STOP AHEAD 2 PROPOSED ST -5 ON SHEET 8. 2 B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION-R26(CA' - NO PARKING ANY TIME W31(CA)" - END SHEET' VRTERE SECTIOd IS SHOWN ECR. END CURB RETURN PRC PONT OF REVERSE CURVATURE 'R3 -5R )' - RIGHT TURN ONLY ° , - DEAD END O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 4 C3 F PIPE SIZE _ BC BEGIN WRVS PCC PONT OF COMPOUND CURVATURE °R4-7" - KEEP RIGHT "Wi4-Y - NO CUTLET g < W Z EC END CURVE TC TOP OF CURB 'RS -7" -RIGHT LANE MUST TURN RIGHT 'R81(CA)' -BIKE LANE 4"W UTILITY; W -WATER D -DRAIN ® STTAANDARDTPHLAANNDICAP RAMP R.S P. ABSA,PER 002ARSPANS CASEO-A REVISED ¢ W G -GAS S -SEWER PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R7-9° - NO PARKING 81KE LANE Z ICC - OC VERTICAL WRVS FC FINISH CONCRETE NOTES: ASSAWCUTDIRE EXISTING E.P. PER RESPECTIVE STREET SECTION OR t Q. P.O.C. PONT ON CURVE FC FINISHED CONCRETE � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER AS DIRECTED BY ENGINEER. a � W PA PROPERTY UNE R/W RIGHT-OF-WAY C.O.B. STD. D-14. UNLESS NOTED OTHERWISE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD EP. EDGE OF PAVEMENT Ap, ANGLE POINT ® CONSTRUCT TYPE "A" CATCH BASIN WITH IV OPENING PER AND DETAILS ©PROPOSED ST -5. F.O.C. FACE OF CURB C&G CURB AND GUTTER C.O.B. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS - PAVD&WT TO BE 0.20' TYPE "B' A.C. OVER O- P.A.F.L PARKING AREA FLOW UNE EX. EXISTING Q40 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 7 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER - s SEWER - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. O CALTRANS STANDARD SPEGFICARON PTH-OZALKYD. Z c FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. 8 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES , ® W o ST -13. (5) SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. REUANCE DRIVE - PAVEMENT TO BE 0.35' TYPE 'B" A.C. EXISTING SURVEY MONUMENT OVER 0.55' AGGREGATE BASE OVER 0.50' COMPACTED O.G.TO $ PER C.O.B. STD. DET. T-33. d © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 3 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. INSTALL TYPE III BARRICADE PER CALTRANS + CONSTRUCT TD BOTTOM SHE DRIVEWAY W/3' WINGS J + - - '' I"'. CACTUS PATCH 084E - ASEPAVEMENT 0. BE OMP TWE 'B' A.C. D STANDARD PLAN BOUNDARY. WITH MOVE A) SIGN AT A PER C.O.B.COSTD. ST -7 ON SHEET 9. UNLESS NOTED. FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. COIR LTE AGGREGATE BAS OVER 0.50' R rO.B. SI O.G. 9. BE SIGHPHASE/TRACTCO BOUNDARY. REMOVE AND SALVAGE A� T-1 - INTERCONNECT CONDUIT _ - EXISTING SEWER COMPACTED TO 95%RELATIVE DENSITY PER QO.B. STD. ST -9. SIGH `MIH CONSTRUCTION OF ADJACENT PHASE. KIIOW What S UP.IOW. -o- FURNISH & INSTALL STREET LIGHT-5BOO LUMEN PER C.O.B. CENTERLINE 5 ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER Call before you dig. STANDARD OR APPROVED EQUAL STORM DRAIN -� DRAINREFER TO C.O.B. SIO. D-14, UNLESS NOTED OTHERYA�. - a FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER `^ PHASE BOUNDARY SEWER &STORM DRAIN PLANS C.O.B. SID. ST -14. ---- TRACT BOUNDARY - - ---- EXISTING STORM DRAIN '-�-- W EXISTING STREET LIGHT PER SEPARATE APPROVED STREET .A STORM DRAIN MANHOLE - PLANS EX. EDGE OF PAVEMENT ® REFER TO SEWER & STORM DRAIN PLANS ¢ P VTTM 7263 368 366 364 362 360 358 356 354 352 350 348 346 9+00 W zY tJ~ g= FUTURE g y it r� O Id _� VTTM 7262 w W w � 11 I I• nl �a,, �yy,� O 4 2 J gm 1 11 h OW __ �C)U __ W m ye ++ voi I; J �*� U h �K _ Oa0 II __-_ I / � m J J F h o TI FUTURE CURB & GUTTER I / h o uat W r ti 110 � nn ++ rc � Io Zen JJ NtV BGG < fF I VLL __ __.�-.. - yrr 'ss ¢` titin JJ JJ II mi -n lii ow -i6+00 �,�17+00.,, 16+00 aCY W- OW TA o it+00 12+00 13+W_-.-._ mm 14+00 -15+00-----.. -_ �-mn __ _ ____ CURVE LE y�o �, N00'J020"E 280.4] _.__. ___ ___ _-_ _ __- ___. .____ z<� N00'30'20"E 62908, ,, � 'i i +OA I I 20+00 N00'43'32"E CURVE RADIUS CIfNGhI T TANGENT DELTA _- 193 a m m M p ti e $ d d- C1 30.00' 46.51' 29.40' 88'50'08' a ....- 6 i 8 «<"`lll n 4 �^ ¢ W m-�M'1j� �oeJ�, rl' C3 PLANS PES DATED OB/ ar M ASSOC m C - - _ - PANAMA LANE PER APPROVED STREET C2 30.00' 47.78 30.62' 91'09'52° _ _ -_ Ic 4 UNE g -- I " PLANS PREPARED 0 M06/19. ffi O1 UNE OF SIGHT = 06/79. s r r LI ,<< - C3 30.00' 47.40' 30.28' 90'3P58° C _ I n a � gCHT = 650 8 650' - PJL RJW Q p0 3 PA R/W VA O Z i 1 1 1 i N U 0 0 1 Q� I �' 40 41 I 42 1 g I ( 1 W w o M w o� 2 3 I 4 I 5 � °° g 7 � - ti o I 1 i 1 1 "q W 3i MEMORY I D WAY N SEE SHEEP 7 RELIANCE DRIVE STA. 10+00.00 C.L. TO 19+09.50 C.L. SCALE: 1" = 50' HORIZONTAL 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STA. 10+00.00 C.L. TO 19+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 17+00 368 366 364 362 360 358 356 354 352 350 348 346 19+00 SCALE: 1" = 50' 50' 25' 0' 50' 100' A STREET RIGHT-OF-WAY DEDICATION GRANTED TO THE CITY OF Q BAKERSFIELD FOR STREET RIGHT-OF-WAY DEDICATION RECORDED MAY 2, 2016 AS DOC. NO. 0216055039 OF OFFICIAL RECORDS. V `� �Lj\\gym +•®", � 8 Know whars below. Call before you dig. B LOCAL COLLECTOR STREET SECTION C LOCAL COLLECTOR STREET SECTION $ SCALE: J --W HORIZONTAL8 SCALE 1-=10' HORIZONTAL 1 =5' VERTICAL 1`=5' VERTICAL TI= 7 R=49 TI= 4.5 R=49 LEGEND: LEGEND(CONT.) LEGEND (CONT.) CONSTRUCTION NOTES: SECTION DESIGNATION: ABBREVIATIONS FLOWUNE RiL FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 1 CURVE NUMBER FOR CURVE DESCRIPTION D 1 O CONSTRUCT TYPE "8" CURB &GUTTER PER C.O.B. STD ST -1 SECTION LETTER F.L. POVC POINT ON VERTICAL CURVE '21-1" - STOP °SS -2' -END Sgi00L ZONE i ITEM OF WORK - SEE SCHEDULE O C.L. CENTERLINE BVC BEGIN VERTICAL CURVE 86-1^ _ ONE WAY 'R5-1' 'W3-1° - STOP AHEAD O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.S. STD ELEV. ELEVATION EVC END VERTICAL CURVE - DO NOT ENTER PROPOSED ST -5 ON SHEET 8. 2 B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN 'R28(CA)' - NO PARKING ANY TIME ,W31(CA)° -END 'R3 W1'h1° -DEAD END O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SHEET MERE SECTION IS SHOWN E.C.R. PRC POINT OF REVERSE CURVATURE -5R" - RIGHT TURN ONLY 'WI4-2° BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE '24-7" - KEEP RIGHT - NO OUTLET/ -PIPE SIZE EC END CURVE TC TOP OF CURB 'R3-7" - RIGHT LANE MUST TURN RICHT "R81(CA)" - BIKE LANE 4"W UTILITY: W -WATER D -DRAIN CONSTRUCTA RMP PER CALTRANS A0100 REVISED NSTRUCTNDARD G -GAS S -SEWER PHDICA R.S.P.A RSPCASE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT '27-9"- NO PARKING BIKE LANE OF VERTICAL CURVE FC FINISH CONCRETE "A" yy�� NOTES: O SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR P.O.C. POINT ON CURVE FC FINISHED CONCRETE CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER AS DIRECTED BY ENGINEER. PA PROPERTY UNE R/W RIGHT-OF-WAY C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1, SEE SEWER AND STORM DRAIN PIANS FOR STORM DRAIN PLANS EP. EDGE OF PAVEMENT A.P. ANGLE POINT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER AND DETAILS. © CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD PROPOSED ST -5. F.O.C. FACE OF CURB C&G CURB AND GUTTER C.O.B. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. OVER '.A.F.L PARKING AREA FLOW UNE EX. EXISTING 0.40' AGGREGATE BASE OVER 0.50' COMPACTED OG. TO BE O SI PAINT 12" LIMIT LINE UNG THERMOPLASTIC PAINT PER © - FURNISH SURVEY PER s SEWER - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STB. ST -9. CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. &INSTALL MONUMENT C.O.B. STD. ST -13. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3. RELIANCE DRIVE - PAVEMENT TO BE 0.35 TYPE "B° A.C. 8 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES 4M EXISTING SURVEY MONUMENT © EWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. OVER 0.55 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PER C.O.B. STD. DET. T-33. -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/8 PANGS BE COMPACTED TO 95R RELATIVE DENSITY PER GQB. SID. ST 9. 9 O INSTALL TYPE III BARRICADE PER CALTRANS PER C.O.B. STD. ST -7 ON SHEET 9. UNLESS NOTED. 4. CACTUS PATCH DRIVE - PAVEMENT TO BE 0.25' TYPE °B° A.C. STANDARD PLAN A73C WITH W-31(CA) SIGN AT FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. OVER 1.00 AGGREGATE BASE GYM 0.50' COMPACTED O.G. TO BE PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE T-1 INTERCONNECT CONDUIT EXISTING SEWER COMPACTED TO 95% RELATIVE DENSITY PER CO.B. SID. ST -9. SIGH WITH CONSTRUCTION OF ADJACENT PHASE. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. CENTERLINE STORM DRAIN - REFER TO S ALL CATCH BASINS TO TYPE °A' WITH 3.5' OPENINGS PER ALLSID. STANDARD OR APPROVED EQUAL. - " PHASE BOUNDARY SEWER & STORM DRAIN PLANS D-14, UNLESS NOTED OTHERWISE -6- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. TRACT BOUNDARY EXISTING STORM DRAIN --�:- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET h EX, EDGE OF PAVEMENT STORM DRAIN MANHOLE - ® PLANS REFER TO SEWER & STORM DRAIN PLANS SCALE: 1" = 50' 50' 25' 0' 50' 100' A STREET RIGHT-OF-WAY DEDICATION GRANTED TO THE CITY OF Q BAKERSFIELD FOR STREET RIGHT-OF-WAY DEDICATION RECORDED MAY 2, 2016 AS DOC. NO. 0216055039 OF OFFICIAL RECORDS. V `� �Lj\\gym +•®", � 8 Know whars below. Call before you dig. PANAMA LANE x 1 I I POINT ON VERTICAL CURVE I I 1° BEGIN VERTICAL CURVE J 13 12 11 i 1 I END CURB RETURN PRC li I BEGIN CURVE POC I Iia I m� a< 1.8 14 4 < UR TOP OF PAVEMENT \t v OF VERTICAL CURVE FC 1 5 P.O.C. oC)V FINISHED CONCRETE P/L O II II RECONSTRUCT CATCH .++ 2'a d BASIN AS REWIRED CURB AND GUTTER III I I ?? 2�LL 8N ST -13. of 20' bm the edge Of ammek a AS dilmkd PammAX Pata1 shah mMvm M me mpdemeats of Staawd 0" ST -ti. I J i NN I + T Y80 A C4 BE COMPACTED TO 95% RELATIVE DENSITY PER GO.B. STD. ST -9. T-1. INSTALL TYPE 111 BARRICADE PER GALTRNS -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. OVER 1.00' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE STANDARD OR APPROVED EQUAL. -s FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER 5. ALL CATCH BASINS TO BE TYPE 'A' MTH 3.5 OPENINGS PER C.O.B. STD. ST -14. � -o- � PLANS H t Q1W NN to J ym e N. vWyd¢ - F Ul.: NOh h0y G� m x o ro0 yT - au a ma a< -b min i DIS-iia+p c (;1 C -� Fd SJ 368 366 364 362 360 358 356 354 352 350 348 8+50 It n 1 PANAMA LANE x 1 I I POINT ON VERTICAL CURVE I I CENTERUNE BVD BEGIN VERTICAL CURVE J 13 12 11 i 1 10 i END CURB RETURN PRC li I BEGIN CURVE POC I I Iia I m� a< I I I 4 < UR TOP OF PAVEMENT \t v OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. oC)V FINISHED CONCRETE P/L O m - RECONSTRUCT CATCH .++ VI d BASIN AS REWIRED CURB AND GUTTER III I I ?? I 1 I 9 t 1 I i I I I BLIX7( WAIL II f PER SEPARATE PLAN fl r -- i 11+ 1 12{01) NOl'0219 E 60054'- i3 W - "LF . gel' Cor � dz ZN a+00 15+00 I� CA I UUS PATCH DRIVE STA, 10+00.00 C.L. TO 16+00.54 C.L. SCALE: 1" = 50' HORIZONTAL 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STA. 10+00.00 C.L. TO 19+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: PANAMA LANE i PER APPROVED PLANS BY POINT ON VERTICAL CURVE McINTOSH At ASSOCIATES CENTERUNE BVD BEGIN VERTICAL CURVE DATED 08/06/19 oro END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI 1 E.C.R. END CURB RETURN PRC li BC BEGIN CURVE POC I I Iia I m� a< I I I 4 < UR TOP OF PAVEMENT \t v OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. oC)V FINISHED CONCRETE P/L PROPERTY UNE R/W a - U�Om tXYBb I VI FACE OF CURB C&G CURB AND GUTTER PARL F_bm I m FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER ST -13. of 20' bm the edge Of ammek a AS dilmkd PammAX Pata1 shah mMvm M me mpdemeats of Staawd 0" ST -ti. I J i NN I + T i + C4 BE COMPACTED TO 95% RELATIVE DENSITY PER GO.B. STD. ST -9. T-1. INSTALL TYPE 111 BARRICADE PER GALTRNS -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. OVER 1.00' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE STANDARD OR APPROVED EQUAL. -s FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER 5. ALL CATCH BASINS TO BE TYPE 'A' MTH 3.5 OPENINGS PER C.O.B. STD. ST -14. � -o- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS c t to ym ti N. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STA. 10+00.00 C.L. TO 19+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: CURVE F.L. ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE C.L CENTERUNE BVD BEGIN VERTICAL CURVE ELEV. ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE POC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT G -GAS S -SEWER OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE P/L PROPERTY UNE R/W RIGHT-OF-WAY EP. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C&G CURB AND GUTTER PARL PARKING AREA FLOW UNE EX. EXISTING OAU AGGREGATE BASE OVER 050' COMPACTED O.G. TO BE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER ST -13. of 20' bm the edge Of ammek a AS dilmkd PammAX Pata1 shah mMvm M me mpdemeats of Staawd 0" ST -ti. ® EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. BE COMPACTED TO 95% RELATIVE DENSITY PER GO.B. STD. ST -9. T-1. INSTALL TYPE 111 BARRICADE PER GALTRNS -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. OVER 1.00' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE STANDARD OR APPROVED EQUAL. -s FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER 5. ALL CATCH BASINS TO BE TYPE 'A' MTH 3.5 OPENINGS PER C.O.B. STD. ST -14. � -o- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS c LEGEND CONT. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY "W3-1" - STOP AHEAD "RS -1" - DO NOT ENTER "W37(CA)" -END 'R26(CA)" - NO PARKING ANY TIME "R3 -SR - RIGHT TURN ONLY "W14-1" - DEAD END "R4-7" - KEEP RIGHT "W14-2" - NO OUTLET 'R3-7" - RIGHT LANE MUST TURN RIGHT "R81{CA)' -BIKE LANE "R7-9" - NO PARKING BIKE LANE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ® CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5' OPENING PER C.O.B. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7 ON SHEET 9. UNLESS NOTED. --- INTERCONNECT CONDUIT ----. _------- EXISTING SEWER CENTERLINE STOW DRAIN - REFER TO - PHASE BOUNDARY SEWER & STORM DRAIN PLANS --- TRACT BOUNDARY - ----_---- EXISTING STORM DRAIN DRAIN MANHOLE - EX. EDGE OF PAVEMENT ® RTEFER TO SEWER & STORM DRAIN P LEGEND (CONT.): CURVE CONSTRUCTION LENGTH TANGENT DELTA NOTES: 3500' 1 O CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE 'B" CURB &GUTTER PER C.O.B. STD ST -1 ® ITEM OF WORK - SEE SCHEDULE 42.00' CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. SID 324.22' O PROPOSED ST -5 ON SHEET 8. 35.00' ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. -PIPE SIZE C4 3O.W 4" W UTILITY: W -WATER D -DRAIN 30.00' CONSTRUCHANDICAP RAMPCALTRANS ACASE iAREVISED G -GAS S -SEWER Vw&vs �e ft*a, meront al y m "Stmdw& rant (x(y � edlfon. A88A " NOTES: OO SAWCUT EXISTING EP. STREET SECTION OR , ErgAar the WNW brig rmwmd Ad be s mblamam of Sm n hkesire'd Ndk Nah i most occaVoy 8 DIRECTED BY ENGINEER. 1. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS NWIoaMot "mAam to &Imrwim mat Walks, to Me adpcmt CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD AND DETAILS. © PROPOSED ST -5. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER t6 sefkm bang r*Wed may be Mod apaW ViAbp pamtott qty) o ddamkM by ASAI 0-1557 to o-dpth of 6' beM' Ap d OAU AGGREGATE BASE OVER 050' COMPACTED O.G. TO BE 7 O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. of 20' bm the edge Of ammek a AS dilmkd PammAX Pata1 shah mMvm M me mpdemeats of Staawd 0" ST -ti. CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 3. RELIANCE DRIVE - PAVEMENT TO BE 0.35 TYPE 'B' A.C. ® FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES OVER 0.55' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO swa'a6lX "t mmowuc X PER C.O.B. STD. DET. T-33. BE COMPACTED TO 95% RELATIVE DENSITY PER GO.B. STD. ST -9. < INSTALL TYPE 111 BARRICADE PER GALTRNS 4. CACTUS PATCH DRIVE - PAVEMENT TO BE 0.25' TYPE 'B' AC. O STANDARD PLAN A73C WITH W-31(CA) SIGN AT OVER 1.00' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE be wW bow**ptkf to *vmIWlf of cmmk PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE COMPACTED TO 95% RELATIVE DENSITY PER CO.0 STD. ST -9. (awb cuts to aammwdate cawhicbm of cam rai mm dire SIGH WITH CONSTRUCTION OF ADJACENT PHASE. 5. ALL CATCH BASINS TO BE TYPE 'A' MTH 3.5 OPENINGS PER � C.O.B. SID. D-14, UNLESS NOTED OTHERWISE LANS SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHOWN 2 368 366 364 362 360 358 356 354 352 350 348 16+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 3500' 20.15' 10.36' 32'5641" C2 42.00' 121.13' 324.22' 16574'17° C3 35.00' 25.81' 13.52' 421447" C4 3O.W 47.12' 30.00' 90'00.01" SCALE: 1" = 50' 50' 25' 0' 50' 100' AN IRREVOCABLE OFFER OF DEDICATION GRANTED TO 1HE CITY OF BAKERSFIEID FOR STREET RIGHT-OF-WAY RECORDED MARCH 2, 2011 IN DOCUMENT NO. 0211027371 OF OFFICIAL RECORDS. f I 5 �OX MINI iii-3.4%MAX c_ --c____ _________-_-___-_ 1 ------------- -- 1 ----- - $ -- - A.C. PAYING a STREET SM90H PER APPROVED A(a BASE STREET PLANS FOR PJ4 11779 WMCO ( FOODS STORE DATED -.8/19/2013 or dfnb 4.0' AO' an (n eaaenmt m a ovffv! a W depth of apprmch. L56 mn. - 2DX mac w__- 6m"len. L(Y tp `• • .. ... 66'MI, a> 1 I SEC77ON 'A -A AtltES P, I. 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OF Owned xrkms Ad roam a ofam d pbcohm of A& piow1w MAP tmOond omfamm to Alto WT A�f�mukf imMA the mft Z EspmsGa pants s&6 be mlefracled of hO moY of Wm* Nbrkamd ptm pmt% 2m'de rand bm a! mtw of m Nd =10 and m d�a&d by we Wry lop im.. - \ 45.1 40'n - ..13ryd md' �._900000 W/b %1 LOCAL STREET SECTION 9 SCALE 1"=10' HORIZONTAL 1'=5' VERTICAL TI = 4.5 R=49 U IQ 0 Know whafs below. Call before you dig. 1, r° - 3'')s` fit l y • CITY RECORDS NO: U (n J�zaw a> W I /Yw P, W Z 0 0 ¢ W n V U O a ¢ fl • °C a co z CL `ova 7E < < W uu Q z�oCU d � � c zw ITV r �3 FUTURE rc MI VTTM 7262 1 8 7 K FUTURE CURB >� cf cFiwo `N"V m $m &GUTTER z o < _ __ 6ppp N wYNI-IOOO �0 y I 1 Vm�U ^U g'� �% / J .I ♦ T1_ IgC.. UR V NOp c ----v it+00 _ yo�aC(C m��0o3------------_.__- i8+a �19+00 -- - ----. -- -- ------ ..----------- _N0032CE 28OT N0090'20°E 629.03' n — UNE OF SIGH -1 WOF -SIGHT y ic - PA R/W -----a PA R/W VTTM 7263 40 I 41un O i i 2 I 3 I 4 I 5 TY 6 i 7 I EMORY LAND WAY SEE SHEET 7 RELIANCE DRIVE STA. 10+00.00 C.L. TO 24+00.00 C.L. SCALE: 1" = 50' HORIZONTAL E LEGEND: LEGEND (CONT.) LEGEND ,CONT.: CONSTRUCTION NOTES: ABBREVIATIONS FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: 1 CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT TYPE "B' CURB &GUTTER PER C.O.B. STD ST -1 F.L ftOWLINE POVC POINT ON VERTICAL CURVE R -16O R1 -i' -STOP C.L. CENTERLINE BVC BEGIN VERTICAL WRVS 'R6-1' - ONE WAY '55-2' -END SCHOOL ZONE ® ITEM OF WORK -SEE SCHEDULE CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ELEV. ELEVATION EVC END VERTICAL CURVE R5-1" - DO NOT ENTER 'W3 -l' - STOP AHEAD O PROPOSED ST -5 ON SHEET 8, B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION R26 CA)' - NO PARKING ANY TIME W3-l' )r - END E.CR. END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R3 -5R - RIGHT TURN ONLY 'W14-1 - DEAD END O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R4-7' - KEEP RIGHT 'W14-2" - NO CUTLETPIPE SIZE EC END CURVE TO TOP OF CURB *R3-7"- RIGHT LANE MUST TURN RIGHT "R81(CA)" - BIKE LANE 4'W UTILITY: W -WATER D -DRAIN CONSTRUCT R.S.P. A NSTRUCTNDARD PHANDICAP RAMP PER CALTRANIS 0100 REVISED PIVC POINT OF INTERSECTION TP TCU CU PAVEMENT "R7-9" - NO PARKING BIKE LANE G -GAS S -SEWER OF VERTICAL CURVE FC FINISH CONCRETENOTES: ® A3 EXISTING RESPECTIVE STREET SECTION OR P.O.C. POINT ON CURVE FC FINISHED CONCRETE � CONSTRUCT TYPE 'A' CATCH BASIN NTH 3.5' OPENING PER DIRECTED ENGINEER. PA PROPERTY UNE R/W RIGHT-OF-WAY C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEVER AND STORM DRAIN PLANS FOR STORM DRAIN PUNS CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD E.P. EDGE OF PAVEMENT A.P. ANGLE POINT ® CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER AND DETAILS ©PROPOSED ST -5. F.O.C. FACE OF CURB C&G CURB AND GUTTER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE '8" AC. OVER '.A.F.L PARKING AREA FLOW UNE EX. EXISTING 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BEO PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STV. s SEWER - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER CO.B. STD. ST -9. 7 CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 57-13. ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. 3. RBJANCE DRIVE - PAVEMENT TO BE 0.35' TYPE 'B° A.0 ® FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES EXISTING SURVEY MONUMENT © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 0.55 AGGREGATE BASE OVER O.SD' COMPACTED O.G TO PER C.O.B. STD. DET. T-33. -+- FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. CONSTRUCT 24' BOTTOM WIDTH DRIVEWAY W/3' WINGS BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 9 INSTALL TYPE III BARRICADE PER CALTRANS PER CO.B. STD. ST -7 ON SHEET 9. UNLESS NOTED. 4. CACTUS PATCH OtlVE - PAVEMENT TO BE 0.25' TYPE'B' A.C. STANDARD PLAN A73C WITH W-31(CA) SIGN AT FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. OVER 1.00' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE T-1 INTERCONNECT CONDUIT EXISTING SEWER COMPACTED TO 95% RELATIVE DENSITY PER C,03. SID. ST -9, SIGH WITH CONSTRUCTION OF ADJACENT PHASE. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. --- CENTERLINE 5. ALL CATCH BASINS TO SE TYPE *9 WITH 3.5' OPENINGS PER STANDARD OR APPROVED EQUAL. STORM DRAIN - REFER TO -®- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER PHASE BOUNDARY SEWER & STORM GRAN PLANS C.O.B. 570. D-14, UNLESS NOTED OTHERWISE. C.O.B. STD. ST -14. ---- TRACT BOUNDARY EXISTING STORM DRAIN -o- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET "d EX. EDGE OF PAVEMENT STORM DRAIN MANHOLE - PLANS ® REFER TO SEWER & STORM DRAIN PLANS N 1Q SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHOWN 2 sTBlPlxc TO ?z BE REMOVED 9 �irx90' TAPER (STRIPING TO REMAIN . NOO'43'32"E 23+00 24'00 _... SCALE: 1" = 50' 50' 25' 0' 50' 100' A STREET RIGHT-OF-WAY DEDICATION GRANTED TO THE CITY OF Q BAKERSFIELD FOR STREET RIGHT-OF-WAY DEDICATION RECORDED MAY 2, 2016 AS DOC. NO. 0216055039 OF OFFICIAL RECORDS. i10 Know what's below. Call before you dig. CITY RECORDS NO: 0 dd m N a z Z z V 0 N y Q d m0 \ O Za0 Z W 1 < J k -MQd U W � � W m t of �N 1 b� SQ >� `SS/0 1 0 rn V z J N Q tL a F W v+ G Z W < LU G a Lij W 6 > > 6 W W O C CL < A 6 W J f < V 0 < W Z LU c 2 f ca W 6 li s W ® W WW LL 0