Loading...
HomeMy WebLinkAbout1.1-6760 Record DrawingSTANDARD NOTES GENERAL 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT' (NOT) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WIND) NUMBER 5FISC379611 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. 3. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. 4. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFUCT WITH ANY UTILITIES IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTIUTIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION, IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 5. ALL EXISTING IMPROVEMENTS (CURB,GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED, UNDERCUT AND/OR THAT DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 6. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 7. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. B. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 9. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -5, ST -7, ST -10, ST -11, ST -12, ST -13, ST -14, ST -15, ST -16, ST -20, ST -21, ST -22, ST -23, ST -24, ST -25, ST -26, D-14, D-16, D-17, SW -5, SW -6, T-1, CALTRANS A88A 10. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "8° ASPHALT CONCRETE OVER 0.95 AGGREGATE BASE (PER NOTE 28) OVER 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 11. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. p TO BE INSTALLED O EXISTING 12. INSTALL TRAFFIC CONTROL SIGNS + INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 + INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL STREET UGHT- HOLOPHANE-LVUI SERIES PER C.O.B. STD. SP7-86-10. 13. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WTH C.O.B. STANDARD DETAIL ST -14. 14. STREETUGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF MICH MODELS INCLUDE: AMERICAN ELECTRIC UGHTING ATBO, AUTOBAHN SERIES LEOTEK EC1 THRU EC7 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVED UST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 15. WITH THE 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. 16. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 17. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 18. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 19. STAMP 'C' INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 20. INSTALL ADDITIONAL / 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& F SERVICE POINT. 21. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 22. INSTALL HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 21. UNIT STANDARD PLAN R.S.P. A88A-CASE A. 23. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4' BELOW PAVEMENT GRADE. 24. 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. 25. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 26. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. 27. 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. 28. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ALL ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION. 29. 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. 30, NO PUBLIC WORKS INSPECTION WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. �I�/(I\ 8' WING I�II l I 1 / I _ CENTERLINE STORM DRAIN UP CURB AND GUTTER _FLOWLINE CURB SIDEWALK 'CENTERUNE STORM DRAIN W 8' YANG LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS GQS u 23 9 20 21 22 ✓:. A.C. PAVING TONS 726 0 CUYD 742 SUBGRADE PREPARATION CUYD 30 6" CURB AND GUTTER 28 28 27 oa a 26 25 MCCUTCHEN 4230 SIDEWALK ROAD 12011 SAWCUT LF 40 31 E, 0 33 i 1n 34 35 38 OAD McKEE 5 T Fa HWY. PUMPKIN rc 6 119 ROJECT CENTER LS/W0 0 9Z 8 10S12FIFIF�r- t1l' ❑ VICINITY MAP NO SCALE LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 726 CL. II AGG. BASE CUYD 742 SUBGRADE PREPARATION CUYD 927 6" CURB AND GUTTER LF 2500 HANDICAP RAMPS EA 2 DRIVEWAYS SOFT 4230 SIDEWALK SOFT 12011 SAWCUT LF 40 STANDARD STREET NAME SIGNS E, 2 5800 LUMEN STREET LIGHTS EA 4 MONUMENT ENCASEMENTS EA. 5 LOCAL STREET FRONTAGE 1191 LF FOR TRACT NO, 6760 xo TRACT Na. 6290 UNIT 3 M. BK. 56, PG. 131 b � e w b _ b n U NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENPINEER. f-27-_1 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE ro � X2211-7 APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 FfEFn ° b a °-12 a REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR a a REVIEWED BY: _ %L-'- - S/ 2- L1( -7 TRAFFIC ENGINEER --I _ -I m PROJECT MAP SCALE: 1'=200' ® SHEET NO. INDEX INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. KANOSH COBBLE DRIVE 4. AGASSIZ ROCK WAY BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE EAST END OF AGASSIZ ROCK WAY. ELEVATION = 347.12' (U.S.G.S. DATUM NAVD 88) (PER TRACT 6491 MONUMENT ELEVATION MAP) BASIS OF BEARINGS: THE BEARING OF N 89'04'29" W SHOWN FOR THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 34, T. 30 S., R. 27 E. SHOWN ON TRACT NO. 6491 PHASE 3, M. BOOK 58, PAGE 91 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: THE EAST HALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO MERIDIAN, AS PER THE OFFICIAL PLAT THEREOF ON FILE IN THE OFFICE OF THE SURVEYOR GENERAL. EXCEPTING THEREFROM THE WEST 208 FEET OF THE SOUTH 225 FEET OF THE EAST HALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO MERIDIAN, AS PER THE OFFICIAL PLAT THEREOF ON FILE IN THE OFFICE OF THE SURVEYOR GENERAL. LEGEND: LEGEND (CONT.) ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CL CENTERLINE BVC BEGIN VERTICAL CURVE ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ELEV OEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE _ . g SEWER - REFER TO SEWER & STORM DRAIN PLANS PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 1 SDM* H STORM DRAIN MANHOLE FC FINISH CONCRETE "1 Q �(I I , v C)7- INV TINV INVERT RCP REINFORCED CONCRETE RPE ® SEWER CLEAN OUT - REFER TO SEWER & STORM DRAIN PLANS G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT TSAYM-0 CONSTRUCT 18BOTTOM WIDTH DRIVEWAY W/3' VANGSPER B. 1 ` SSU �� . V \\ �-(L r=kA C.O.STD. ST -4. (UNLESS OTIHERWISE NOTED) p FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. Si -13. PHASE BOUNDARY COSTING SURVEY MONUMENT ro� ro a. a_ ro ro 6666{• • ro s• TRACT BOUNDARY + FURNISH & INSTALL STREET IGN PER PROP GE OF + FURNISH & INSTALL METRO 3TI�ET SIGN OPER C.O.B. SID. T-1. - -TS - - - FURNISH NSTALL TRAFFIC CONDUIT -0- FURNISH & INSTALL STREET UGIT-HOLOPHANE-LWI SERIES PER C.O.& STD. SP7-86-10. IR FURNISH & INSTALL IRRIGATION CONDUIT .s FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SRI. T-19: IC FURNISH &INSTALL INTERCONNECT CONDUIT 4 p FESS/pyti` TM3 '- 196 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT �^\\\ '��� c A. c� 'RI -1' - STOP 'WI -7' - DOUBLE ARROW 1R3=N0. 3 1/2 SIZE ITI5=N0. 5 SIZE 11ffi=NO. 6 SIZE cy 4 p 'R6-' - ONE WAY "WI -6' - SINGLE ARROW 'RS -I' - DO NOT ENTER 'WI -I° -CURVE ARROW O WRVS NUMBER FOR WRVS DESCRIPTION ALONG CURB 'R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD 'R3 -5R' - RIGHT TURN ONLY '0-1' - STOP AHEAD O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB "R4-7' - KEEP RIGHT '55-27 - END SCHOOL ZONE ITEM OF WORK - SCHEDULE OF O P CiW_ PSP 'R81(GA)' - BIKE LANE 'S4-2' -WHEN CHILDREN ARE PRESENT FT 9Y31(CA)' - END 'S4-3' - SCU00L CTION LETTER 0.3 _A4 _t? 'W14 -I' - DEAD END 'R2-1' - SPEED UMIT 20 'W14-27 - NO OUTLET _ _ _ _ _ A Know ars below. SECTION UNE 0811ll before you dig. EET SECTION 6 LOCATED - - --y STANDARD NOTES (CONT.) 31. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 32. INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 33. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REWIRE REPAIR AND/OR UPGRADING AS PER CITY ENGINEER, 34. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2X ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 35. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING 36. 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. 37. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 38. IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL, AND MAINTAIN CONSTRUCTION AREA SIGNS, UGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACIUTIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBUC TRAFFIC THROUGH OR AROUND THE WORK. 39. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASnNG OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE PATH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. n7.r i�Z19Y:Ia:411�:T�i�Ci�Y�7:]gY� :i�1:1Z«':ETI[d�R]!Tb]�liiu'I�L"I177U7]\II+:Ti. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL GOAT SHALL BE APPUED IN CONFORMANCE 'NTH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS", OF THE STANDARD SPECIFICATIONS AND THE FOLLOWANG: IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING MOTHS YOUTH AN AVERAGE NDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL GOAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEA_ AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAD PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBUTIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC SAFETY; OF THE STANDARD SPECIFICATIONS TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS" OF THE STANDARD SPECIFICATIONS PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 'PAVEMENT MARKERS" OF THE STANDARD SPECIFICATIONS. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DEUNEATION IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DEUNEATION WITH TEMPORARY DEUNEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWANG SUCH WORK PERIOD. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPUED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WADE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES APPLY REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TEMPORARY DEUNEATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, 'TRAFFIC STRIPES 4 PAVEMENT MARKINGS; OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, 'THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS'. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS,' AND THESE SPECIAL PROVISIONS PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-204 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, 'ASPHALT OONCREFE; 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 D (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHAD. 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 MEHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL A A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE; OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH GAUFORdIA 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 SUPE 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 SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERJNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WALL 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 SWW. BE MET. 6. THE AREA TO WHICH PAINT BINDER HAS BEEN APPUED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. 12. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENS" SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375, 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REWIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MME IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A A PROPERLY CAUBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D118B WHEN SUBS OR CORES ARE TAKEN FOR LABORATORY TESTING ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A ABRASIVE GRINDING WITH EQUIPMENT UNUZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGIIUDINAL UNITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERUNE ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, 'CONSTRUCTION' OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE THE FOG SEAL COAT SHWA BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREEF BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CM) 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 CA 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. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS PER CALTRANS MODIFIED STANDARD SPECIFICATION SECTION 19-1.03. 21. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON. THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GADDING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT MOVE OR BELOW THE GRADE ESTMUSHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. TRENCHING NOTES: THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS 2. BRACING AND SHORING 3 EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILUNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE tIJWq:1�tI41'li:l« IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED OF, BY ANY LEGAL MEANS AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTIUZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGUNE CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. " AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN AFTER THE PIPE HAS BEEN PROPERLY LAID AND SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED PATH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLUNG, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROVING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE NTH SECTION 19, 'EARTHWORK' AND SECTION 6-3, 'TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE MATH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. STORM DRAIN NOTES: 1. STORM DRAIN PIPE CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERVASE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE% OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.066, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WLL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES MEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED. NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. C CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPEUNE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WATH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED PATH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOD BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR-SLOVNG SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE NTH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION 3. MINOR STRUCTURES MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 4. ADJUST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER NTH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REWIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. w IDENTICAL 360 358 356 354 352 350 348 344 342 1 I II II I 11 STA 25 STA 070.40' 20.00' nl0. M+dAd6 1 42.00 RT = STA. 8+94.90 WEST F.L. DRIVEWAY STA 9+84.59 EAST F.L. STA. 10+01.94, F.L. CONSTRUCT 20 BOTTOM WIDTH TYPE "B' COMMERCIAL DRIVE APPROACH W/5' VANGS PER C.O.B. SID. DEL ST -4. \J (Cr2+ �DRN 2+OU13 6' SEWERS AGASSIZ ROCK WAY SEE SHEET 4 TAFT HIGWAY STATE ROUTE M-KER-1191 SEE CALTRANS PLANS FOR TAFT HIGHWA WIDENING ( $ II II I 3 A�I 'R3 -5R - RIGHT TURN ONLY I I � I II 11 "W31(CA)" - END "S4-3" - SCHOOL I IIW Y I 11 > i j N 14542'22" K S I I " o Q s.7' N 11 W z I YY I II JJ V ILL (0 tiLL>� LL�LL C7 z LL 6.94' I J� a F- Z I 5I� CY \lt� I 11 it 11 o of 913' 52' VADE PRIVATE ACCESS 1 I J EASEMENT PER SEPARATE IDENTICAL 360 358 356 354 352 350 348 344 342 1 I II II I 11 STA 25 STA 070.40' 20.00' nl0. M+dAd6 1 42.00 RT = STA. 8+94.90 WEST F.L. DRIVEWAY STA 9+84.59 EAST F.L. STA. 10+01.94, F.L. CONSTRUCT 20 BOTTOM WIDTH TYPE "B' COMMERCIAL DRIVE APPROACH W/5' VANGS PER C.O.B. SID. DEL ST -4. \J (Cr2+ �DRN 2+OU13 6' SEWERS AGASSIZ ROCK WAY SEE SHEET 4 I I I � ( 1 ( I I R/WY 'R3 -5R - RIGHT TURN ONLY I I u I f R/W "W31(CA)" - END "S4-3" - SCHOOL II "RZ-i' - SPEED LIMIT 20 I 6 i i j STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 14542'22" Y n I _-S- s.7' 3�j- I YY I II JJ V ILL J Z 4LL tiLL>� LL�LL C7 35.00' I 6.94' CB Z 31.42' 20.00' J I I 1 o of 913' 20.00' I J I JJ T Q� VERT. CURVE ¢r IQI 4200' 197.06' I ( I 1 35.00' 27.13' is 1 44'24'55 ��inl WQ al-nw I cN I �^ITR Hc+i Q d' i I 1 1 I RVE iv 30• 30' $ I I JJ ILLI VERI CURVE i J uLL i 30 m TRI 431 I 32 4I 33 VRT. 1 LLI LL 2 0 0 0l of o $I om I ( DIG , bo ( 1 Y 1 �-� �� I > y5 o I- + 7'o Al >I $I 3`tI fj+ ^�� m+ fl mm 3o mi �o 3M m ^ +I + - - ' o - �I �Q FI V7' F � F WQ 0NN lalNN aF Q. �Od i 2 1n 1 Inl 5 1 vi ml I 3 I _ 4 I 4 R, m 3 ts N M v d Ntr -. .' m n 18" GRAINC8 CSI 4 1 a14+00- o --15+00-a --16+00 a 17+OUa - - e - -♦- - -N 01E 3510.75'_ __ _ _5 _ _� _ '7 _ - _ 5 _ _N 0'30'40' E 385.: n 5 SEWER WJm 1 i_ I I I � '10i - ONE WAY 1 �ara I I I "W3 5 SIGNAL AHEAD 'R3 -5R - RIGHT TURN ONLY I I u 'R81(CA)" - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESE14T "W31(CA)" - END "S4-3" - SCHOOL II "RZ-i' - SPEED LIMIT 20 s 6 -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 14542'22" CATCH BASIN - REFER TO SEVER & STORM DRAIN PLANS _-S- SEWER - REFER TO SEWER & STORM DRAIN PLANS 3�j- LL LL J,I LLA SEWER CLEANOUT - REFER TO SEVER & STORM DRAIN PLANS JJ V ILL J Z 4LL tiLL>� LL�LL C7 35.00' 13.70' 6.94' CB Z 31.42' 20.00' 901 I 1 o of e' '¢� 20.00' $n wm �Ia nib',1,LL $ JJ T Q� VERT. CURVE ¢r IQI 4200' 197.06' azar 268.49.50" ITR 1 35.00' 27.13' 14.29' 1 44'24'55 ��inl WQ al-nw �I cN m�nzo �^ITR Hc+i Q d' VERT C RVE 50.00' GRAIN 19+00 18' DRAIN \/ -- S -F__ -S-_ ' SE`AER 18° DRAM JW4P1J2InfdJ:i 1III R/WJ JLL1 i2 - 18i +ry 23 nqI da- ¢13G 0 9 17 <16 I 15 14 d J'an�Il >mo3 I1II timl ++ NN fni NN I I I I I mo V I U I I 1 r?o ITR WNW -4 i -n% -n e7'rnol dam I I I I I ++ i I I I ++/I Bi Iii m� J W N M W m GRADE + I ti�� I -+ I a m aI.3 I STA 10+60.03 C.L. 0 RL 20.0 m m ^I+ STA 11+10.37 F.L i I 1 1 I I I `n m m I i.. F �cY win zm N N E.C. STA 10+16.85 CL 20.00 RT. = aaa��r a��.�ai.�a��yai..aiaa�aai�aaL aa��aai.aa i�al.aaa�.�a �a�aaJ�,,aiaaj STA. 10+67.20 F.L. TRACT BOUNDARY P.R.C. KANOSH COBBLE DRIVE STA 10+09.83 C.L 20.83 RT = STA 10+60.11 F.L (STA. 9+80.00 C.L. TO 20+11.09 C.L.) SCALE: 1" = 50' HORIZONTAL 10 7 0 9+00 10+00 360 358 356 354 352 350 348 346 344 342 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 9+89.27 F.L. TO 20+78.56 F.L.) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 19+00 20+00 360 358 356 354 352 350 346 344 342 21+0021+25 'RI -1" - STOP 'Vi - DOUBLE ARROW '10i - ONE WAY 'WI -6' - SINGLE ARROW 'R5-1" - DO NOT ENTER 'WI -1" - CURVE ARROW 'R26i - NO PARKING "W3 5 SIGNAL AHEAD 'R3 -5R - RIGHT TURN ONLY "W3-1' - STOP AHEAD "R4-7' - KEEP RIGHT "S5-2" - END SCHOOL ZONE 'R81(CA)" - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESE14T "W31(CA)" - END "S4-3" - SCHOOL 'W'14-1' -DEAD END "RZ-i' - SPEED LIMIT 20 "W14-2" - NO OUTLET 10501'08' -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 14542'22" CATCH BASIN - REFER TO SEVER & STORM DRAIN PLANS _-S- SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS ® SEWER CLEANOUT - REFER TO SEVER & STORM DRAIN PLANS 162.51 121.97' 11(1 C7 35.00' 13.70' 6.94' 2221 CB 211 31.42' 20.00' 901 CSI 20.00' 31.41' 20.00' 81 CIO 35.00' 27.13' 14.29' VERT. CURVE C11 4200' 197.06' azar 268.49.50" Cit 1 35.00' 27.13' 14.29' 1 44'24'55 VERT C RVE 50.00' VERI CURVE VRT. CUR I bo ( I ; � I � m - - ' o - m 3 ts N M d Ntr m '7 WJm i_ a m JWRTRVE _e>Yi Oi OUz dN< TIN WJ 1>" m lid W z ENDING GNOU O um^ 70SDOUO m �iN PROPO, R m W z PR FO L NE mnN W" ¢ nN a w a; x x Iy + i45 EXISTI G GROUN 0 - L_ D FLOVLINE " w ed mmVW m • i . c3 •- oW a w m . -0. 7'n w L iii 111 0.25% S=05S_ < •394 _ -POSE 0 H L = 52' o h w AST OU S --O' % PRO =0.25% 5=0.23 S --G PR WS NEEAS ftOWt 5=0. - SED WSFLOVJN SmO. 5R -- _ _ - 0.35R tPR! 5=0.2 S=-0. 9% I I w OSED EAST FL VINE I % S--).252 PR OSED EAT FLOWLJ E - _ _ i I _ -_ I RJmNE 5.39% 9+00 10+00 360 358 356 354 352 350 348 346 344 342 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 9+89.27 F.L. TO 20+78.56 F.L.) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 19+00 20+00 360 358 356 354 352 350 346 344 342 21+0021+25 10+00 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT FC FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.D. STD. ST -13. Qo EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER CO.B. STD. T-1. FURNISH & INSTALL STREET LIGHT-58DO LUMEN PER C.O.B. STD. ST -14. -a FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.0.8. STD. ST -14. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 9+89.27 F.L. TO 20+78.56 F.L.) SCALE: 1' = 50' HORIZONTAL SCALE: 1" = 5 VERTICAL R7 -i �- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: 'RI -1" - STOP 'Vi - DOUBLE ARROW '10i - ONE WAY 'WI -6' - SINGLE ARROW 'R5-1" - DO NOT ENTER 'WI -1" - CURVE ARROW 'R26i - NO PARKING "W3 5 SIGNAL AHEAD 'R3 -5R - RIGHT TURN ONLY "W3-1' - STOP AHEAD "R4-7' - KEEP RIGHT "S5-2" - END SCHOOL ZONE 'R81(CA)" - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESE14T "W31(CA)" - END "S4-3" - SCHOOL 'W'14-1' -DEAD END "RZ-i' - SPEED LIMIT 20 "W14-2" - NO OUTLET 10501'08' -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 14542'22" CATCH BASIN - REFER TO SEVER & STORM DRAIN PLANS _-S- SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS ® SEWER CLEANOUT - REFER TO SEVER & STORM DRAIN PLANS 162.51 121.97' 11(1 C7 35.00' 13.70' 6.94' 2221 CB 211 31.42' 20.00' 901 CSI 20.00' 31.41' 20.00' 81 CIO 35.00' 27.13' 14.29' VERT. CURVE C11 4200' 197.06' azar 268.49.50" Cit 1 35.00' 27.13' 14.29' 1 44'24'55 VERT C RVE ( - - ' o - m 3 ts N M d Ntr m '7 WJm Ei a m JWRTRVE _e>Yi Oi OUz m WJ 1>" 1>,i lid W z 70SDOUO m �iN m W z w W W" ¢ a w a; x x Iy + EXISTI G GROUN 0 - L_ D FLOVLINE " w ed mmVW m • i . c3 •- oW a 7'n w L iii < 0 H L = 52' o h w S --O' % =0.25% 5=0.23 S --G 5=0. - SmO. 5R -- _ _ - 0.35R S=-0. 9% OSED EAST FL VINE S=0. % S--).252 PR OSED EAT FLOWLJ E - _ _ i I _ -_ I RJmNE 5.39% 10+00 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT FC FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.D. STD. ST -13. Qo EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER CO.B. STD. T-1. FURNISH & INSTALL STREET LIGHT-58DO LUMEN PER C.O.B. STD. ST -14. -a FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.0.8. STD. ST -14. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 9+89.27 F.L. TO 20+78.56 F.L.) SCALE: 1' = 50' HORIZONTAL SCALE: 1" = 5 VERTICAL R7 -i �- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: 'RI -1" - STOP 'Vi - DOUBLE ARROW '10i - ONE WAY 'WI -6' - SINGLE ARROW 'R5-1" - DO NOT ENTER 'WI -1" - CURVE ARROW 'R26i - NO PARKING "W3 5 SIGNAL AHEAD 'R3 -5R - RIGHT TURN ONLY "W3-1' - STOP AHEAD "R4-7' - KEEP RIGHT "S5-2" - END SCHOOL ZONE 'R81(CA)" - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESE14T "W31(CA)" - END "S4-3" - SCHOOL 'W'14-1' -DEAD END "RZ-i' - SPEED LIMIT 20 "W14-2" - NO OUTLET 10501'08' -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 14542'22" CATCH BASIN - REFER TO SEVER & STORM DRAIN PLANS _-S- SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS ® SEWER CLEANOUT - REFER TO SEVER & STORM DRAIN PLANS 18+00 19+00 20+00 jov 358 356 354 352 350 348 346 344 342 21+00 __ K CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 54.98' 35.00' 90,001 C2 30.00' 7.09' 3.56' 13'32'10' C3 42.00' 75.52' 5282' 10501'08' C4 4200' 106.81' 136.13' 14542'22" C5 35.00' 32.77' 17.70' 53'31 C6 84.00' 162.51 121.97' 11(1 C7 35.00' 13.70' 6.94' 2221 CB 211 31.42' 20.00' 901 CSI 20.00' 31.41' 20.00' 81 CIO 35.00' 27.13' 14.29' 4424'55' C11 4200' 197.06' azar 268.49.50" Cit 1 35.00' 27.13' 14.29' 1 44'24'55 POINTS SCALE: 1" = 50' NOTES: CONSTRUCTION NOTES: 50' 25' 0' 50' Too' 4Pmm CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINDS 1 SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PER C.O.B. SID. ST -7 ON SHEET 4. AND SEWER DETAILS. OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 PHASE BOUNDARY 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. - PROPOSED EDGE OF PAVEMENT OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 2 STD ST -5 ON SHEET 4 s FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.S. STD. ST -9. Ti`s,I 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. IR FURNISH & INSTALL IRRIGATION CONDUIT t. +I PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. _IC FURNISH &INSTALL INTERCONNECT CONOUIT ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD ,�(•,,. zo , PLAN R.S.P. A88A-CASE A. 183 115 1gs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ,vj Cryl� �p TR3=N0. 31/2 Slff TRi 5 SIM TRII 6 SIZE SECTION DESIGNATION: O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH 0 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION LIENER PER C.O.B. STD ST -7 ON SHEET 4 - Oi TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB _ _- _ _O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS ®.3 ;ZG'� j Knowwhat's below. 0 ITEM OF WORK -SEE SCHEDULE SHFFT Nii SECTION B 910YM 31A) STANDARD SPECIFICATION PTH-02ALKYD. Cali before you dig. z l-> TRACT BOUNDARY \� I 1 I 1 II i PROP0SE0 EXISTING �� I I� PAVEMENT ) PAVEMENT DETAIL "A" SCALE: 1" = 10' COBB] (SEE 11 I /Oi LU P IL d U� � I 4 COBE (SEE ' SEC77ON A -A a 1, a ad makd* Ad corm to 8 EvmNm kd+r Aar mdrd Ad mutt ofpxNamd sbpa of tlm 4pkffii mcbbm d me wMmd deatk rdYd mwmd Md m 16mdb &== d Me 'Stats dt1Wmk Porbaw of SMndad*mlxmam. sblb%Wmas *mavff "baeaftmm km m iWmmA odam, mrmt CRy gP'awd eYifiaa. R SKfum at cWhv din appma bdp mond Ar %*cfflnml 1� OW be Salol d Me fleas d smmof m *WW by Me OO' 2 A aanot SWIM 1`070 &XW by Wm O'0 of E*nm 14e mNn drhg mvaed Ad b a mFlbmr d S.0'b ffAw& It PA* AWdr ONnw6mrt mist ocmcpmy and mmvta a'n1 aha me Mktg Pm r ame am d m* aft Ww CRY*r-d-mp Rgkmnmf .Mel ml4nn k dnmdm and kadlm to he adpmt 3 •SMA'µ sal be saubmtad Ave to grade ad =46'A hpwmm * am m amwsra 6Kkd by At Oty Evb w ass &Wm ad cx*wW to AW of mmavm dm SecOam bmN rgkad mrp be pmw apm a*" pmeawt ddeawexqy�• m d� hWd�m 1y ASCI 0-1557 to a dgaM M 5' bdo. Rn goad ma ap and m* Me pY gpaei of Me my be M d+dyaL svk w. OManiR be adeMg pa meaf SW east a mbummn ! tkeade Ar dim NpoaM abd cadoxm to me d 2Nr bra Ma eap d mmretr r m deakd pamnit pukh Ad cm km ro me mgwiamnk d S(mand 1MMd SF17. rspimratr d me SMmiad M memr anode (ori moat aevMt 5� Me%a fdJ. M. Oab and pw ad body of wrood slap be pmw L6aorote AAaadi m oddOTm vmW plir OWWR jt nat WON** appram' k aMild bra big Oj FuyMr. m dd 12 AkdAe gwvxh aeabmWa+ SW At pmm#od A abed w S BAwkmmAdbaakndmftddepkmd ,ftymbmama Mpg Offir K* w/i1'/d %mw and ylpA.yd gaW 13 up of dAv 4poad Ad he a mh of 25' ban aQbmt kt Xm be lwmw immedahb'ph' ro pkaamd d aelDWa It Fih" INA Rh good ewarda my be mmd ad rm"Wa 6 dame Ad be bmenw mnmm vow aw mss rmb W7 to aroammYte oaa6m5m of me m A,& db gam 8,46t boom mil dtr applmd r soft of µOAWvAh. $�ap m��hAamdmmA�"m " DOW be fpf mbd iaof No go Wb meeaa ft "Nomw YW is 7. Dyo�mEmmpp�A.b AWbe amvatmted d ddaA�, ZOA's de pAlaedaf �dmJdtaO' \ ape NM maim" AGlak and m dtafed by me 150 46 e� 3.d LA0 LEGEND: ABBREVIATIONS FL FLOWUNE POVC PONT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI PONT OF INTERSECTION ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE PIVC PONT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT FC FINISH CONCRETE Qv FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OO EXISTING SURVEY MONUMENT T FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -i. FURNISH & INSTALL STREET LIGHT -58M LUMEN PER C.O.B. STD. ST -14. -®- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. R1-1 E MOUNTAIN ROAD ,&}p CONSTRUCT 18' BOTTOM MDT14 DRIVEWAY W/3' WANDS "R1-1" - STOP ^WI -T - DOUBLE ARROW U I PER C.O.B. STD. ST -7 ON SHEET 4. (NOT A PART) 1� •, I }o "WI -P - CURVE ARROW I$ !ACT 6491 - PHASE 3) 15 "W3-3" - SIGNAL AHEAD - - - - - VERT. CUVE YIIRT. CL KI "R4-7" -KEEP RIGHT '55-2" -END SCHOOL ZONE FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT R/W \ j JJ � m dd IR YI "W14 -I" - DEAD END j a i "W14-2' - NO OUTLET n ^<^<' STORM DRAIN -REFER TO SEVER &STORM DRAIN PLANS IN IX5 'fie FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ^< n DR3=N0. 3 1/2 SIZE TRS=NO. 5 SIZE TR6=N0. 6 SIZE ® STORM DRAIN MANHOLE - REFER TO SEWER & STOW DRAIN PIANS Q L tl k � g V � H 4{ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. p ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS ;I }-4 JLL i JJ i JJ I �� QVC Z(ON NN 0qm UW b0 4 'rte F r +P w TfV �+ 1 n_f+a W u } 7 7 7 I r aF� la-� '�Id• add 3 +w . /W •-UN- } N IS EXST 80' SEWER g• SEWER ZO «. 00 ON4MOF c I S 69'29'5T E12+� `� g 160.3 -11+S H- M EXST 18• DRAIN NLA ie• GRAIN n�+ I DSED NOF TH FLOWLNE � U a y > a R/W n a n I � N mai ' au~ia I""' I - v \ O N U , J J %ISTING SWTI4 '_.- 0 ¢ z m oro PROFDSED SOUTH FLOWU NIE F5 z F5 ?dd �Mdd N LLNa IJ m NN R/W DRIVE I ,&}p CONSTRUCT 18' BOTTOM MDT14 DRIVEWAY W/3' WANDS "R1-1" - STOP ^WI -T - DOUBLE ARROW U I PER C.O.B. STD. ST -7 ON SHEET 4. I 1� •, I }o "WI -P - CURVE ARROW I$ 3 15 "W3-3" - SIGNAL AHEAD - - - - - VERT. CUVE YIIRT. CL RVE "R4-7" -KEEP RIGHT '55-2" -END SCHOOL ZONE FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT "R81(CAT - BRE LANE j JJ � m dd IR V40N "W14 -I" - DEAD END 16 I n FURNISH & INSTALL INTERCONNECT CONDUIT "W14-2' - NO OUTLET T1 I R/W 17 INT W Z ip " 186' t 5 I 26 26 1 i 32 \� i LE MOUNTAIN ROAD KANOSH COBBLE DRIVE (NOT A PART) SEE S14EET 3 RACT 6491 - PHASE 3) 360 358 356 354 352 350 348 346 344 342 380 358 356 354 352 350 348 346 344 342 AGASSIZ ROCK DRIVE (STA. 11+42.81 C.L. TO 13+07.82 C.L.) SCALE: 1" = 50' HORIZONTAL 360 358 356 354 352 350 348 346 344 342 11+00 12+00 13+00 (STA. 11+42.81 F.L. TO 12+67.82 F.L.) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL ,&}p CONSTRUCT 18' BOTTOM MDT14 DRIVEWAY W/3' WANDS "R1-1" - STOP ^WI -T - DOUBLE ARROW PER C.O.B. STD. ST -7 ON SHEET 4. "R6-1" - ONE WAY "WI -6" - SINGLE ARROW .w.,, W--.- •, _ PHASE BOUNDARY "R5-1" - DO NOT ENTER "WI -P - CURVE ARROW 0 "W3-3" - SIGNAL AHEAD - - - - - VERT. CUVE YIIRT. CL RVE "R4-7" -KEEP RIGHT '55-2" -END SCHOOL ZONE FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT "R81(CAT - BRE LANE S � m m IR FURNISH &INSTALL IRRIGATION CONDUIT "W14 -I" - DEAD END "R2-1" - SPEED LIMIT 20 I n FURNISH & INSTALL INTERCONNECT CONDUIT "W14-2' - NO OUTLET ^<^<' STORM DRAIN -REFER TO SEVER &STORM DRAIN PLANS IN IX5 'fie FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ^< n DR3=N0. 3 1/2 SIZE TRS=NO. 5 SIZE TR6=N0. 6 SIZE ® STORM DRAIN MANHOLE - REFER TO SEWER & STOW DRAIN PIANS Q CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB \ M -.-S- M M ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. p ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS i i F r w (Fj - +w . •-UN- } N IS ZO m ON4MOF M S-0.57%-OWUNE DSED NOF TH FLOWLNE � U a >a > a >am I a I �m N mai au~ia I""' I - v 360 358 356 354 352 350 348 346 344 342 11+00 12+00 13+00 (STA. 11+42.81 F.L. TO 12+67.82 F.L.) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 360 358 356 354 352 350 348 346 344 342 11+00 12+00 13+00 (STA. 11+42.81 F.L. TO 12+67.82 F.L.) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL y FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-14. ,&}p CONSTRUCT 18' BOTTOM MDT14 DRIVEWAY W/3' WANDS "R1-1" - STOP ^WI -T - DOUBLE ARROW PER C.O.B. STD. ST -7 ON SHEET 4. "R6-1" - ONE WAY "WI -6" - SINGLE ARROW .w.,, W--.- •, _ PHASE BOUNDARY "R5-1" - DO NOT ENTER "WI -P - CURVE ARROW "R26(CA," - NO PARKING "W3-3" - SIGNAL AHEAD - - - - - - PROPOSED EDGE OF PAVEMENT YIIRT. CL RVE "R4-7" -KEEP RIGHT '55-2" -END SCHOOL ZONE FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT "R81(CAT - BRE LANE 'S4-27 - WHEN CHILDREN ARE PRESENT "01(CA)" - END m IR FURNISH &INSTALL IRRIGATION CONDUIT "W14 -I" - DEAD END "R2-1" - SPEED LIMIT 20 I n FURNISH & INSTALL INTERCONNECT CONDUIT "W14-2' - NO OUTLET -- o STORM DRAIN -REFER TO SEVER &STORM DRAIN PLANS IN IX5 'fie FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT m n DR3=N0. 3 1/2 SIZE TRS=NO. 5 SIZE TR6=N0. 6 SIZE ® STORM DRAIN MANHOLE - REFER TO SEWER & STOW DRAIN PIANS Q CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB -.-S- SEWER - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS (Fj - . IS ZO M � U >a > >am a I 3 N mai au~ia I""' I - - %ISTING SWTI4 PROFDSED SOUTH FLOWU NIE rc r 360 358 356 354 352 350 348 346 344 342 11+00 12+00 13+00 (STA. 11+42.81 F.L. TO 12+67.82 F.L.) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL y FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-14. ,&}p CONSTRUCT 18' BOTTOM MDT14 DRIVEWAY W/3' WANDS "R1-1" - STOP ^WI -T - DOUBLE ARROW PER C.O.B. STD. ST -7 ON SHEET 4. "R6-1" - ONE WAY "WI -6" - SINGLE ARROW .w.,, W--.- •, _ PHASE BOUNDARY "R5-1" - DO NOT ENTER "WI -P - CURVE ARROW "R26(CA," - NO PARKING "W3-3" - SIGNAL AHEAD - - - - - - PROPOSED EDGE OF PAVEMENT "R3 -5R - RIGHT TURN ONLY 'W3-1• - STOP AHEAD "R4-7" -KEEP RIGHT '55-2" -END SCHOOL ZONE FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT "R81(CAT - BRE LANE 'S4-27 - WHEN CHILDREN ARE PRESENT "01(CA)" - END "S4-3" - SCHOOL IR FURNISH &INSTALL IRRIGATION CONDUIT "W14 -I" - DEAD END "R2-1" - SPEED LIMIT 20 IC FURNISH & INSTALL INTERCONNECT CONDUIT "W14-2' - NO OUTLET -- o STORM DRAIN -REFER TO SEVER &STORM DRAIN PLANS IN IX5 'fie FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT DR3=N0. 3 1/2 SIZE TRS=NO. 5 SIZE TR6=N0. 6 SIZE ® STORM DRAIN MANHOLE - REFER TO SEWER & STOW DRAIN PIANS Q CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS 0 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB -.-S- SEWER - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS 19 m ad & Liar pr $107dw Datap Sit Cab Rmrp par stmeadvedsi fa Score M6A i 1 .. I N6aiwad Abu ,kht NOTES R/W ¢ R/W e • e• • � tiJ M• � • e • N 0.20' A.C. PAN 0.40' AGO. 0.50' COMPACTED OX RELATIVE A LOCAL STREET SECTION 4 SCALE: 1"=10' HORIZONTAL 1"=5 VERTICAL T = 4.5 R=66 5b" mat am Ada 7. � 2.0• dw Wj*wod f- Maur Mit wm Nate 7. rarr ,�'` btmm 1m,fp / ���30'mm.dkane wy..�ef wtwaKTMma Not -of -m. I I I *4.5' an d (orad abam, Wm oMaxcw abactad by me my &*W. 6,5' m by art" ad bdkdr sk&* ad m ab kcd SAW& the wa adPamt to ahoWA AAFRds ,owns* or h*wW ram r as amawde *voted by the atr EDOW. 1. At watwom* ad mt&W "amfr m to Ne #A,&vtk mdkms at me vmwwftm wrbYAH $Yate d csM 4 lkp~ of rmwartatm mmdrd SpwAvamu; ba'aftor kW m S'tmabd mos; admt all *POW *A/Am 2 A aonnt SAmet A m# bwwd by Om OTy of fib*m e.H At* Nxb Dva *imt m st mm*mY by wa'b am Me CRY rjd-nt-vay 3 Seem* old he mubuded but to 1pµ ad abm sodkn and mmpwW to 90T of msrhm dydm Ny m *k mivd by ASTM D-.1537 to a dpm of 60" bebr tap of m6yrade. 4 Cam wk dr .s*W* dd cwktm to me mpakamarts of me &07&d've m hbma for mkr movie (rah aamrt ma&nt d 50.1 k/ar pdJ. Lbnaele std odor m mtd'Ot4s mdem prkr gspold k aloha* Mom Wn CRY a how. & ronbw kmw dW be mAaed m bio s o pbW mat to. Wa mNwek and dW be sot km mm 1.5" mki df bdsg =*Cod t -mW and Mbpd* aIW by vetted Anmm'otdy pmr to nfl m t of aorta. 6 Cmwek arkam AW be bored WMA edgWf ad mm gh" a tight boa &JCA bnmed2My atr swft 40 opmed aakcm dW maW a Wham gpliroflm of wife pfgdmted mbq adnpamd msfwmhg to ma SbxuErd •sfimfth m: tMrrek wf= dW be kept matt mtp ma mhg ammpow k wa%d z 4%vaim,hnk AA be mwhadad of Kd ore of sbactrae6 at &* of mb mtawm wM at W n= khrv* " Kv*wv�M 20' ** OW be pkat at ra0' rkep arae nabs at 50' hkrv* & EWm;ko jdaf 4 r mtrW sap aamW of pnlamod 04V Of dnft rmBmt cWpnmd Md M&M to Me MWVNO* of the $Landed 5mtkns A Soctku Of m by &As& bap anon* for rw1anemt Ad be smmt at Me Yrdb at rwmtd m *KW by me CRY a0w. M As wdbn h? roamed"b p nMA d QO' k tmP and smmts"a* at phr&g }M'rt r Kan are R*Wwmt aW cmMm a d'meaM and laatiar to Me mtpmwt mAft hpmlmlmts mime omwm al "W fa CdrMbiah00 860* WW be and at Wrmcb m and bas stens m al ark& W and cdKkr atr&k and may be and d ad -*-sass OW kxWw m km aborts AA amr mw of and kahaq &*a* are A6*t ro ft wrow of the my Fraykm.. 1t Any Awabba baa'stmdad h raid, mM; or makkA, umd wY mov purr oppmd baa Me. azy Epos 12 h ubm h d*mdi t)pm mat bs 4WOwd by the OTy rhow.. 41 AN s mmkwdm sad cm* of mot repftma b $r ADA. NOTES: CONSTRUCTION NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN0CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO STD ST -5 ON SHEET 4 BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T -i. PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDAR 4 PLAN R.S.P. A88A-CASE A. SECTION DESIGNATION: O CONSTRUCT SINGLE FAMILY RESIDENTAL DRIVE APPROACH SECTION LETTER PER C.O.B. STD ST -7 ON SHEET 4 © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CAL 2 STANDARD SPECIFICATION PTH-02ALKYD. SHEET WHERE SECTION IS SHOWN r SCALE: 1" = 50' 50' 25' 0' 50' too' 0,3 A6-!4 • a e:now wbat's below. Call before you dig.