The URL can be used to link to this page

Home My WebLink About1.1-7044 Ph 1 & 2STANDARD 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 PROWSIONS OF THE NATIONAL POLLUTANT DISCHARGE EUMINADON SYSTEM (NPDES), A NOTICE OF INTENT` (NOT) TO COMPLY WIN THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACDWTY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010 -0014 -DW AND ORDER 2012 -0006 -DOJO) MUST BE FILED WTI STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WIN THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLU77ON PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPEC77ON DURING NORMAL CONSTRUCRON HOURS WASTE DISCHARGE IDEN77FICARON (AVID) NUMBER 5FI5C3860J9 HAS BEEN ISSUED BY 774E STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. 3. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 811. 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 CONFLICT NTH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE AUGNMENT 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 OR UNDERCUT 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 CIN 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 our OF BARREL RINGS. 8. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CIN OF BAKERSFIELD. 9. THE FOLLOWING CIN OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3. ST -4, ST -6, ST -7, ST -9, ST -10, ST -14, ST -11, ST -13, ST -15, ST -19, D-14, D-16, T-1, ST -21, ST -20, ST -22, ST -23.. 10. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' OR 0.55' AGGREGATE BASE OVER 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. PAVING FOR MOUNTAIN VISTA ROAD SHALL BE: 0.30' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE OVER 0.80' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. PAVING FOR BERKSHIRE ROAD SHALL BE: 0.30' TYPE "8" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE OVER 0.80' 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 -22. O TO BE INSTALLED Io) 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 LIGHT- HOLOPHANE-LVUI SERIES PER C.O.B. STD. SP7-86-10. 13. STREET UGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST -23. 14. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CIN OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 15. 16. 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. 17. INSTALL TYPE "8" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 18. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION. SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 19. SEWER LATERAL LOCATIONS TO BE STAMPED ( S )INTO THE CURB FACE OVER EACH SEWER LATERAL STAMP "C" INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 20. 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. 21. INSTALL HANDICAP RAMP PER CALTRANS 2015 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. 22. ALL MANHOLE AND.LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 23. 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. 24. 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. 25. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBUC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, APPROVED INSURANCE, AND 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. 26. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ALL ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AS) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WALL BE ALLOWED. 27. 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. 28. g5 INTERCONNECT PULL BOXES TO BE INSTALLED EVERY 400; CONDUIT TO BE 2" SCH. 40 PVC INSTALLED UNDER SIDEWALK; BOTH SHALL BE PLACED PRIOR TO PLACEMENT OF AGO. BASE (SEE SHEET TO FOR CONTINUATION) EXIST. ZONE = R-1 TRACT N0, 6916 UNIT 2 M.B. 61, PGS. 109-111 n m -- I 9 r' 101 10 n -T -a I I _ 1YUKON RIVER AYENuI __ a_ 5 _ I wq a I}'lil I lyl I0�a y- e+F a �w I __ 9 Swlh'1_ 1 I ... i II (slj_ w c31 LO Z ELI > w0r-p O J F- Q Z 6 a 4 a'� _ L BREIfENBUBH AVENUE _ w U O' UI R 9EtfiB-W�YI N ~ i R Iz 11 E I2 1 1 I7[HIA m�a� s TAKEBRAC.-T- AVENUE m�r,- T-r� r� r- I I s i a EXIST. ZONE = R-1 EXIST. ZONE = R-1 PUD PARCEL 2 LOT 3 PARCEL MAP NO. 10155 VESTING TENTATIVE P.M. BK. 4% PGS. 82-83 TRACT NO. 6739 KEY MAP SCALE: 1" = 200' O DENOTES SHEET NUMBER NOTE: PHASE 1 & 2 ARE TO BE CONSTRUCTED SIMULTANEOUSLY. N N LIST OF MATERIALS ITEM DESCRIPTION UNIT PHASE 1 PHASE2 TOTAL AG PAVING TNS 2653 2080 4733 AGGREGATE BASE, CLASS 2 CY 2370 2181 4551 ROADWAY EX.SUBGRADE PREP Cy 3472 2727 6199 IF CURB &GUTTER LF 7552 5870 13422 SIDEWALK (4°THICK) SF 48213 31371 79584 DRIVEWAYS(6"THICK) SF 8140 6270 14410 HANDICAP RAMPS(ADATITLE 241GALTRANS) EA 13 10 23 CONCRETE CROSS GUTTER SF - 578 578 STREET NAME SIGNS EA 14 10 24 TRAFFICCONTROLSIGNS EA 14 9 23 STREETLIGHTS -COB STANDARD EA it 8 19 SURVEY MONUMENT & ENCASEMENT EA 11 8 19 INTERCONNECT CONDUIT PULL -BOX EA 4 4 8 TRAFFIC SIGNAL INTERCONNECT CONDUIT LF 1293 1232 2525 STRIPING(DETAIL22) LF 1129 1074 2203 STRIPING (DETAIL 39) LF 2067 1064 3131 IPINGIDETAIL29) LF 931 - 931LF RT] 522 - 522 cui LF 7293 - 1293 LOCAL STREET FRONTAGE: 5,657 LF COLLECTOR STREET FRONTAGE: 2,525 LF f � CENTERLINE STORM DRAIN ACENTERUNE STORM DRAIN -UP CURB AND GLITTER FLOWILINE CURB AND GUTTER SIDEWALK LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. C117'OF BAKERSFIELD R COUNTY CALIFORNIA STREET CONSTRUCTION PLANS CIVIL ENGINEER: MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON - ROGER MCINTOSH (661) 834-4814 BENCHMARK: NORTHEAST CORNER OF CONCRETE ENCASEMENT AT THE CENTERLINE INTERSECTION OF PANAMA LANE AND BUENA VISTA ROAD. ELEVATION = 346.61' (U.S.G.S. DATUM) BASIS OF BEARINGS: THE BEARING OF N 89'08'460 W SHOWN FOR THE EAST -WEST LINE OF SECTION 30, T. 30 S., R. 27 E. AS SHOWN ON PARCEL MAP No. 10155 RECORDED IN PARCEL MAP BOOK 49, PAGES 82 AND 83 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. INDEX OF SHEETS SET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. BERKSHIRE ROAD 4. MOUNTAIN VISTA DRIVE 5. YUKON RIVER AVENUE 6. BASENTO WAY & BREITENBUSH AVENUE 7. MARTIAN RIVER STREET & LAKE BRACCIANNO AVENUE B. KOYUK RIVER STREET 9. LAKE GARDA STREET, COW CREEK WAY & SCRIVIA COURT 10. CHETCO RIVER STREET & LAGO PUCCINNI STREET 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 do 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. -icolil • ,_ 1: � :. a VICINITY MAP NOT TO SCALE 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 SHALL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. LMR ;AWM21F104:111112 :3[01WlIM10 7 ,/- z-'uI ` 46; 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. ALL IMPROVEMENTS ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. R.C.E. NO. 61069 3-)t!- Z"o ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: .I -'. 3/11 12 -Cl RYAN STARSUCK DATE: TRAFFIC ENGINEER Know what's below. Call before you dig. Wi ¢ 0 of 0 a _ 6FARRIS_ _ROAD 2o- NI T.30S�r.., R.27E., PANAMA LANE 1 z iiT a z' WE m Ei 3 BERKSHIRE ROAD 29 C o j> ml w CSIo MDCUTCHEN o ROAD °- VICINITY MAP NOT TO SCALE 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 SHALL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. LMR ;AWM21F104:111112 :3[01WlIM10 7 ,/- z-'uI ` 46; 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. ALL IMPROVEMENTS ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. R.C.E. NO. 61069 3-)t!- Z"o ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: .I -'. 3/11 12 -Cl RYAN STARSUCK DATE: TRAFFIC ENGINEER Know what's below. Call before you dig. STANDARD NOTES (CONT.) 29. 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. 30. INSTALL BLUE MARKERS AT CENTERLINE IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 31. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIR AND/OR UPGRADING AS PER CITY ENGINEER. 32. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE LANDSCAPE AREAS OVER 2% 33, 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. 34. 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. 35. 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. 36. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE HOURS OF &30 A.M. - 4:00 P.M.. MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOUDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBUC TRAFFIC. PUBUC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF -'WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WALL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS. IN ORDER TO EXPEDITE THE PASSAGE OF PUBUC 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 SIGHS, LIGHTS, FLARES, TEMPORARY RAJUNG (TYPE K), BARRICADE$ AND OTHER FACILITIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBUC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. 37. 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 BLASTING OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE INTI DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. BLAST LEANING 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 ,NIST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPUED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS", OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: IN TRAFFIC STRIPE REMOVAL AREAS, 171E FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID 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 RESPONSIBILITIES AS PROVIDED N SECTION 7-1.09, "PUBUC 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 SPEOECATIONS. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DELINEATION PATH TEMPORARY DELINEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC UNE TAPE IN ACCORDANCE VAIN THE MANUFACTURER'S INSTRUCTIONS TEMPORARY DEUNATION MUST RE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKGOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & 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 NTH RAPID SET EPDXY PER SECTION 95-204 OF THE STANDARD SPEC19CATIONS. 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 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 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 SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CAUFORNIA 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 SHALL BE SAW CUT IN A NEAT STRAIGHT UNE. EITHER PARALLEL OR PERPENDICULAR TO THE CENTERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. IT, THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE 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. 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 CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF 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 ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT 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. I& 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 D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD 8 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 UMITS 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 CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC 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 -IM PER THE CITY OF BAKERSRELD. 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 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 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: 1 THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF MOTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. 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 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 BACKFILLING, 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 CAWING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABUSHED 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. 3 TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. 13EDDING 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 PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING PIPE SPRNGUNE, CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE 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 PONT OF THE PIPE. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE 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 WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. 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 ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (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 WITH 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. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL 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 WITH 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 2 CONTRACTOR SHALL UTIUZE RCP PIPE, CLASS Alt WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWSE DESGNATED 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 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE 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 LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED 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. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE 13ACKFILLED 'NTH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED NTH 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. 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 -BLOWING 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 SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BIC PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE THE PRECAST CYUNDER, 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. A, ADJUST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE 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 REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBUC 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. Know whars below. Call before you dig. BEGIN DETAIL 22 EC -NAIL 29 -. INTERSECTION SECTION STA. 10+53.27 CL. -1834 LT. STA 12+20.04 GL -94.02 LT STA. 18+0294 GL BERKSHIRE ROAD = CL -CL �RKSIIRE ROAD & COMMIT STREET +00.00 C,L�KS IRE ROAD = EN OETA1 N AOL 29 END DETAIL 29 lE(k1 DETAIL 32 STA 14+67.74 C.L. CHETC0 RIVER STREET !2+31.62 C.L. STA 11+0827 C.L. -1834 LT. FIND TAIL 32 IN VISTA ROAD BC EC -DETAIL 29 STA 14+62.7�.L -7.78 LT. STA. 16+13.61 GL 5.50 RT. STA 21+57.82 CL D.00 RT. TA 12+6218 C.L -17.16 LL Q 1/3 Q STA. 21+1824 GL 5.50 RT END DETAIL 32 BEGIN DETAIL 32 O STA 22+9293 C.L. 5.50 RT. EC - DETAIL 29 I' SSD LL BC - DETAIL 29 IST&15+33,61 C.L. RT. 1 END DETAIL 32 TSTA 18+42.36 C.L. 550 RT 1 BEGIN DETAIL 32 550 LT, a ces I I STA 17+63.61 C.L 5.SO RT. 550 LT I STA 21+9224 GL 5.50 RT. STA. 11+91.27 C.L. -7834 LL a 550 LT w ^ 5.50 LT. o m BC DETAIL 29 r I 5.50 LL r m SFk ,4x1984 CL 1..78 200' TRANSITION DETAIL 39 55 DETAIL 22 R -ice. . RA55LNY 7 ...TAIL 39 I DETAIL 32 � 7 / 5 M 10 7 it /,[� OETAB 32 5 NAIL 32 � -_... 1 _-11+00 ._ . 12+00 13+00:- - 14+ .. - �`/ _ -_ .__._ - _. `-'"--- - -._ . _. 12 _-. _ ./[_. _.-__ - 00 _ 75+00 -- 96+00.- $g9'0848'E 1292.94 17+00 - 19+00 20+00 - - 21+00 R 22+00 ^^+93 .... .200' TRANSITION 3 N� 4 a< _.94' R-1500' x x Op 1. - 0I ... a-r-� 0 MI -\\�'�-�/ 13 v END CONSTRUCTION 1 49 + �5v ( ) 12 5 N N DETAIL 39 N� "' `� C2 C3 Nr - "' - DETAIL 39 STA. 22+92.94 C.L. 34.00 RT. _ V7 -9F 10 KHann STA 22+9294 F.L _ _ .___�___ _ __ 12' PAVED TRAIL-_____-_�_________--- _ __ _ ______ 4 7_9_ _ - __ __ _ _ ____� TRAIL -- _ _ ___ _ _-_ TO VEPoFI�EJUCTELEYATION 3 TPTZ�_9 - 12' PA ___ _ _ _ __ ____ _ __ ________ _ - 4 Rt -i - AND REPORT ANY DISCREPANCIES n /5 ' n n n �H107/\_______i 19 'x+ 30 H99 . 1w FO THE D40NEERS PRIOR > < \12' WALL f001NG 3 TD COMMEN(X•:RHENT OF WORN. 11 / ♦ 1'L rc ¢ rc / 7EAMENTOPER FINAL MAP 1BE.C.R. / EASEMENT PER FINAL MAPn o 0 STA. 18+ 3.00 CL 34.00 RT = EASEMENT PER FINAL MPP 2' WALL FOOTING \ `tF' $ w 6 $ / \ \ I - I / STA. 18+53.00 F.L. 'n Ly 45' STA 10+64.06 C.L 34.00 RT. = V __ $ M ` 1 �I M c oLL i STA. 70+64.06 F.L. „ Jj _ I B.C.R. i; IRR. S_OEVE PER LANDSCAPE PLANS J du. oa< ti� i STA. 17+53.00 CL 34. R . I wm W dr: i STA 17+53.00 F.L. = I I M n n -% x w m g 1 j 1 - o. �NN rr sir 10' 20' I 20' 10" i Nrv- 11MM N� m J TOG 2 M} __ e I I - s O (VN<yt mNN M _ -� 30 3D "� N Q4aK4 NN Z DETAIL 39 I �i r r 2 ;a SAWCUT TABLE 354 - - FL STATION T.P. ELEV. 352 I + I 1 348.72 M I iQ $TA 11+53.00 346.88 350 STA. 12+5299, 1.00 LT. -- -x- - - 349.03 ® STA. 13+5299, 1.00 LT. STA. 13+53.00 349.20 348_7 Z- STA. 14+53.00 349.09 © _r STA 15+53.00 34877 346 Z STA 16+53.00 346.44 SHEET WHERE SECTION 5 SHO1W1 to - -- STA. 17+53.00 344 9� - STA. 18+53.00 347.80 (i STA 19+53.00, 1.00 LT. STA. 19+53.00 342- 11 STA. 20+5300, 1.00 LT. STA. 20+53.00 347.16 12 STA. 21+5300, 1.00 LT. STA. 21+53.00 340 f m STA 22+53.00, 1.00 LT. STA 22+5300 347.05 N lm NOTE O 338 a I � T 336 I ~ I - ® 10+00 11+00 12+00 13+00 PER CALTRANS STANDARD SPECIFICATION PIH-02ALKYD. I DRAIN PLANS 45' 13' O SAWCUT AS INDICATED ON PLAN OR AS DIRECTED BY CITY ENGINEER. 34' 11' I 1 BLOCK WALL ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC -- CONSTRUCT TYPE `A' CATCH BASIN WITH 3.5' OPENING PER I TING EASEMENT �i INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH I PER FINAL MAP gl TRACT BOUNDARY/ CL BERKSHIRE ROAD 1 g� I VI 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE s SEWER - REFER TO SEWER & STORM ORAIN PLANS 2. NEW TWE "B" CURB & CUTLER 1 2' BENCH 1 1,5% MIN. FINISHED PAD 20R ;ii 3.4% MAX 20% -. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 95% RELATIVE DENSITY PER C.O.B. SID. ST -13. EEJ 12' 2% (MN) TO CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. ST -7 PAVED TRAIL 4:1 (MAX) BERKSHIRE ROAD & MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.30' TYPE 0.30' A.C. PAVEMENT ® SEWER CLEANOUT - REFER TO SEWER DRP R & SAIN PLANS. 0.40' C. O A.B. (95% COMPACTION) EX. STREET IMPROVEMENTS TRACT BOUNDARY COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 10 Law C.N.S. (95R REL COMPACTION) 4. BERKSHIRE ROAD ® ® s A COLLECTOR D-14, UNLESS NOTED OTHERWISE. 11 3 STA. 10+00 TO STA. 22+9294 - - - - - CENTERLINE NOT TO SCALE TI = 6.0 R=53 SAWCUT TABLE REF. NO. CL STATION & OFFSET FL STATION T.P. ELEV. 1❑ STA. 10+64,06, 1.00 LT. STA. 10+64.06 348.72 M STA. 11+5299, 1.00 LT. $TA 11+53.00 346.88 3❑ STA. 12+5299, 1.00 LT. STA 12+53.00 349.03 ® STA. 13+5299, 1.00 LT. STA. 13+53.00 349.20 0 STA: 14+52.99, 1.00 LT. STA. 14+53.00 349.09 © STA. 15+52.99, 1.00 LT. STA 15+53.00 34877 77 STA. 16+52.99, 1.00 LT. STA 16+53.00 346.44 SHEET WHERE SECTION 5 SHO1W1 ® STA 17+52.99, 1.00 LT. STA. 17+53.00 34807 9� STA, 18+53.00, 1.00 LT STA. 18+53.00 347.80 1O STA 19+53.00, 1.00 LT. STA. 19+53.00 347.55 11 STA. 20+5300, 1.00 LT. STA. 20+53.00 347.16 12 STA. 21+5300, 1.00 LT. STA. 21+53.00 346.96 13 STA 22+53.00, 1.00 LT. STA 22+5300 347.05 BLRi\VTl'IiG li®/'1® ~W $ s SCALE: 1" = 50' L L°J LJ STA. 10+64.06 C.L. TO 22+92.97 C.L. N 50' 25' 0' 50' 100' SCALE: 1' = 50' HORIZONTAL j w N 8 256.\.0 Z$ Wxo mxv ''_- - EX NORTH FLOWUNE -�•_-_ --1. 'I dw l 35Q -- 0 w� a - z W I 348 -- - - -125%_ -- - --!--- - .o4R. - �_ _ - -- - - --- -- _ _ --- -� 346 PR%IyA1E344 *(SEENOTE ABOVE)! --- 342 NU 340 GO 1 a 3:, e - -- - - < -- 338 z IL IL - - 14+00 - -- 15+00 `--- 16+00 77+00 - 18+00 19+00 - 20+00 21+00 22+00 23+00 - - -24 336 > +00 STA. 10+64.06 C.L. TO 22+92.97 C.L. SCALE: 1" = 50' HORIZONTAL 1' = 5' VERTICAL LEGEND: ABBREVIATIONS FL FLOWUNE P.O.V.0 POINT ON VERTICAL CURVE C.L CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC PONT OF INTERSECTION T' TO' OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON 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 C.N.S. COMPACTED NATIVE SOL B FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13 O AL EXISTING SURVEY MONUMENT + FURNISH & INSTAL. STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.S. STD. T-1. FURNISH & INSTALL STREET LIGHT -22000 LUNEN PER C.O.B. STANDARD OR APPROVED EOUAL -®- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER COB. STD. ST -14. - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.B. SID. ST -7. LEGEND CONT-): LEGEND (CONT.) CONSTRUCTION SCHEDULE: RI -1 FURNISH & INSTALL TRAFFIC SINS PER C.O.B. SID. T-19: SECTION Q CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 -�- 9tH -1" - STOP 'W3 -Y - STOP AHEAD "R7-9" ----- -ii SECTION DESIGNATION 2 O CONSTRUCT 4.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(LOCAL STREETS) - NO PARKING / BIKE LANE 2 CONSTRUCT 5.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(MOUNTAIN VISTA DRIVE) `R81(CA)' - BIKE LANE 'RBIB(CA)" SHEET WHERE SECTION 5 SHO1W1 OO PROTECT -IN-PLACE -END "WI -6'(L) - DIRECTING LEFT 0 CURVE NUMBER FOR CURVE DESCRIPTION ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, "WI -6'(R) - DIRECTING RIGHT ARROW ® ITEM OF WORK - SEE CONSTRUCTION SCHEDULE CURRENT EDITION. 'W31(CA)' - END NOTE O EXISTING TO BE REMOVED ---o STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT O CONSTRUCT 1Y WIDE CROSS GUTTER PER C.O.B. STD. ST -9 ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PIH-02ALKYD. DRAIN PLANS O SAWCUT AS INDICATED ON PLAN OR AS DIRECTED BY CITY ENGINEER. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC ' CONSTRUCT TYPE `A' CATCH BASIN WITH 3.5' OPENING PER NOTES: ® INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH C.O.B. STD. D-14, UNLESS NOTED OTHERWSE. W-31(CA) SIGN AND OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE s SEWER - REFER TO SEWER & STORM ORAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. OVER (0.40' OR AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. 0.56) AGGREGATE BASE OVER 0.50' COMPACTED 0.0 TO BE COMPACTED TO ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 95% RELATIVE DENSITY PER C.O.B. SID. ST -13. O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. ST -7 3. BERKSHIRE ROAD & MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.30' TYPE ® SEWER CLEANOUT - REFER TO SEWER DRP R & SAIN PLANS. "B' A.C. OVER 0.4' AGGREGATE BASE OVER 0.8' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD ---------- TRACT BOUNDARY COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 10 SPECIFICATION PTH-02ALKYD. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. ® ® s ® PHASE BOUNDARY D-14, UNLESS NOTED OTHERWISE. 11 RELOCATE - - - - - CENTERLINE ALL POWER POLES TO BE REMOVED & RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION VATH PG&E. COORDINATE 0 PROJECT PILASTER PER LANDSCAPE PLANS --- W,./r STREET RIGHT-OF-WAY 6. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 73 WOODEN RAIL FENCE PER LANDSCAPE PLANS EDGE OF PAVEMENT 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A ---------------------- SAW CUT DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0'TO EACH SIDE OF 14 WOODEN TRELLIS PER LANDSCAPE PLANS EASEMENT LEGEND: APPROACH AND GROSS GUTTER. 11 17 GOB. TEMP. SLOPE EASEMENT PER DOC 0216006602 O.R. ^ WATER UNE EASEMENT - DOC NO. 0198018952 O.R. v CURVE TABLE 45' STREET R/W PER TR 6739 ^ Z4 90' ST R/W PER PM 10155, BK 49, PGS 82-83 CURVE RADIUS LENGTH TANGENT DELTA 8' C.O.B. TEMPORARY SLOPE EASEMENT PER DOC. Na 0216 MOZ O.R. C1 30.00' 47.15' 3003' 90'03'11' C2 30,00' 47.10' 29.97 89'56'55' C3 30.00' 47.15' 30.03 90'03'05' 350 348 346 344 342 340 338 336 334 9+00 '.. 6 INTERSECTION STA. 14+14.00 C.L. MOUNTAIN VISTA ROAD STA. 10+00.00 C.L. BASENTO WAY i 11+00 4. 12+ 13+00 a se 22 � 8 o TD7EWL DETAIL 39 (FUTURE) 2' WALL FOOTING 6' BLOCK WALL M I CONCRETE MOW CURB / �... PEASMENNETNA MAP (BY SEPARATE PLAN) PER LS PLANS ,�\ _affl54 1 55 ' 56 AC B N PHASE 2 B.C.R. 57 STA. 10+00.00 GL 34.00 RT = STA 13+6200 C.L 34.OU RT = STA. 10+00.00 F.L. STA. 13+6200 F.L. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C 30.00' 47.17 30.00' 90'00'O6" C2 30.W 47.12 30.00' 89'59'54" C3 30.00' 47.15' 30.03' 90'03'11' FUTURE IMPROVEMENTS - TRACT No. 7049 6 TRACT BOUNDARY y WI -6 (R) EAST LINE OF ME SW, 1/4 6F &M X 30/27 14+00 w/OM1-3 MARKER 15+00 16+00 17+00 ! 4 18+00 N 0'46'03' E 1231.62' SHEET Q d i NEW EDGE OF PAVAEIMENT m_ _. ...... f\.1 _.. oo DETAIL 39 (FUNRE)�.. ' DETAIL 22I ` v CONCRETE MOW CURB I \\ 7 WALL FOOTING t z iPER LS PLANS i 2 I EASEMENT 6' BLOCK WALL (BY SEPARATE PLAN) I °^ 1 I 2 I 3 1��AL4 I 5 6 ' E.C.R. STA 14+66.00 C.L 34.00 RT. = PHASE 2 cre �uac rv�c, MOUNTAIN VISTA DRIVE STA. 10+00.00 C.L. TO 22+31,62 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL m � n � I I e I 7 r 9 I , 1 11N 10 x' J � n LEGEND (CONT.) LEGEND (CONT): CONSTRUCTION SCHEDULE: ABBREVIATIONS RI -1 Je_ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: W MM 00 CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWURE P.O.VC. POINT ON VERTICAL CURVE F QQ NN 0 C.L CENTIDiONE B.VC. BEGIN CURVE *M -I 'W3-1' - AHEAD 'R7 IJ�N 11 VISTA ROAD = ROAD I I T 22+00 � 10 OC3 3 4 - N T co z _ = BERKSHIRE ROAD 1LCL (SEE SHEET 3) m N SCALE: 1" = 50' 50' 25' 0' S0' 100' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 STA. 10+00.00 C.L. TO 22+31.62 C.L. SCALE: 1" = 50' HORIZONTAL I" = 5' VERTICAL 350 348 346 344 342 340 338 336 334 22+50 EASEMENT LEGEND: 17' C.O.B. TEMP. SLOPE EASEMENT PER DOC 0216006602 O.R. WATER UNE EASEMENT - DOC NO. 0198018952 O.R. Zj 45' STREET R/W PER TR 6739 90' ST R/W PER PM 10155, BK 49, PGS 82-83 8' C0.8. TEMPORARY SLOPE EASEMENT PER DOC Na 0216006602 O.R. s LEGEND: LEGEND (CONT.) LEGEND (CONT): CONSTRUCTION SCHEDULE: ABBREVIATIONS RI -1 Je_ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: W V= SEC➢ON LETTER�-�y-�� Ot CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWURE P.O.VC. POINT ON VERTICAL CURVE - STOPTOP a 0 C.L CENTIDiONE B.VC. BEGIN CURVE *M -I 'W3-1' - AHEAD 'R7 - - -- SECTION DESIGNATION 2 CONSTRUCT 4.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(LOUN STREETS) o ELEV ELEVATION EVC END VERTICAL CURVE VERTICAL P -Y - NO PARKING /BIKE LANE NO Z w ooa 2 N CONSTRUCT 5.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(MOUNTAIN VISTA DRIVE) 6 B.C.R. BEGIN CURB RETURN P.I. PONT OF INTERSECTION 'R$I(CA)' -BIKE LANE 'R81B(CA)- �,�� SECTION 5 910W1 O3 PROTECT -IN-PLACE ECR. END CURB RETURN PRC POINT OF REVERSE CURVATURE J W t0 - END 'WI -8•(L) - DIRECTING LEFT O CURVE NUMBER FOR CURVE DESCRIPTIO CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. ¢ R Q 'W BC CURVE PCC PONT OF COMPOUND CURVATURE C •WI- ® A88A, 2' WALL FOOLING 34' 11' 3' EC END ND EWRVS TO TOP OF CURB 8• R ( ) - DIRECTING RIGHT ARROW 'W31(CA)' ® ITEM OF WORK -SEE CONSTRUCTION SCHEDULE CURRENT EDITION. 1\� �\ EASEMENT PIVC PONT OF INTERSECTION Tp TOP OF PAVEMENT - END O6 EXISTING i0 BE REMOVED q PER FINAL MAP P.O.C. OF VERTICAL CURVE FC FINISH CONCRETE PONT ON CURVE FINISHED CONCRETE ___ o STORM DRAIN -REFER TO SEWER &STORM GRAIN PLANS NOTE SEE CS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT m FC © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -9 i BLOCK WALL PA PROPERTY LINE R/W RIGHT-OF-WAY 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM STRIPING NG & & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT a E.P. EDGE OF PAVEMENT A.P. ANGLE POINT N PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. n -TRACT BOUNDARY/ CL MOUNTAIN VISTA ROAD F.O.C. FACE OF CURB C/G CURB AND GUTTER DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. O SAWCUT AS INDICATED ON PIAN OR AS DIRECTED BY CITY ENGINEER. I I !I C.N.S. COMPACTED NATIVE SOIL -tf- CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER N 6 O INSTALL TYPE ill BARRICADE PER CALTRANS STANDARD PLAN A73C WITH 2 BENCH OO FURNISH &INSTALL SURVEY C O.B. SID. D-14, UNLESS NOTED OTHERWISE - `- W-31(CA) SIGN AND OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF W LL ui MONUMENT PER C.0.8. STD. ST -13. V 1, SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE VARIES f4' > b FINISHED FINID PAD " - EXISTING SURVEY MONUMENT - s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER (0.40' OR AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. 10 2% 20% a FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEVER MANHOLE -REFER SEWER &STORM DRAIN PLANS. ,u 0.56) AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. OSI CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD, ST -7 3 111 = t W � '( FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 3. BERKSHIRE ROAD & MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.30' TYPE 0 _ _ �21 _ -�" FURNISH 0 SEWER CLFANOUT - REFER TO SEWER & STORM DRAIN PLANS 'B' A.C. OVER 0.4' AGGREGATE BASE OVER 0.8' COMPACTED O.G. TO COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD T 2X (MIN) TO & INSTALL STREET UGIT -22000 LUMEN PER CO.& TRACT BOUNDARY SPECIFICATION PTH-02ALKYD. EX, ROUND TO MATCH EX 1 4:1 (MAX) STANDARD OR APPROVED EQUAL 4. ALL CATCH BASINS TO BE TYPE 'A' WITH 35' OPENINGS PER C.O.B. STD. 030' A.C. PAVEMENT 5.5' COMBINATION SIDEWALK FURNISH & INSTALL STREET UCHT-9500 WMEN PER ! ! ® ® ® PHASE BOUNDARY D-14, UNLESS NOTED OTHERWISE. 11 RELOCATE 0.40' CL II A.B. (95%COMPACTION) C.O.S. STD. ST -14. - - - CENTERUNE 5. ALL POWER POLES TO BE REMOVED & RELOCATED UNDERGROUND. EXISTING STREET UGIT PER SEPARATE APPROVED STREET PLANS COORDINATE APPLICATION OF RELOCATION WITH PG&E. 12 PROJECT PILASTER PER LANDSCAPE PLANS 0.80 C.N.S. (95% REL COMPACTION) ---------- STREET RIGHT-OF-WAY 6. SUBGRADE FOR DRIVE APPROACHES AND CROSS CUTTERS SHALL BE CONSTRUCT DRIVEWAY PER C.O.B. S. ST -7. .G ,✓ EDGE OF PAVEMENT CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 13 WOODEN RAIL FENCE PER LANDSCAPE PLANS 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A ---------------------- SAW CUT DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0'70 EACH SIDE OF 14 WOODEN TRELLIS PER LANDSCAPE PLANS MOUNTAIN'ASA DRIVE A-' APPROACH AND CROSS GUTTER. 4 STA 10+00 TO STA. 22+31.62 NOT TO SCALE P=6.0 R= 53 EASEMENT LEGEND: 17' C.O.B. TEMP. SLOPE EASEMENT PER DOC 0216006602 O.R. WATER UNE EASEMENT - DOC NO. 0198018952 O.R. Zj 45' STREET R/W PER TR 6739 90' ST R/W PER PM 10155, BK 49, PGS 82-83 8' C0.8. TEMPORARY SLOPE EASEMENT PER DOC Na 0216006602 O.R. s ,A o v + o O W V= y Z V a 0 rn �0 o P Z w ooa N 6 J W t0 Q N W m C m 1\� �\ b P� q m z N w ma ui rr V Q > b as 10 n a ,u 0 g 3 111 = t W � LL 0 SHEET SCALE: 1" = 50' 50' 25' O' 50' 100' CURVE TABLE CURVE RADIUS LENGTH , DELTA Cl 20.00' ►7 20.00' 90'00'00° Ow iu SCALE: 1" = 50' HORIZONTAL •AA V 1" = 5' VERTICAL LEGEND 0 !; LEGEND (CONT.): CONSTRUCTION fiI Ri-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1 N O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 -i" - STOP A O Z "W3 -i' - STOP AHEAD---- 'R7-9" N - SECTION DESIGNATION 2 O CONSTRUCT 4.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(LOCAL STREETS) 2 I J L - �� Z W U n SHEET SCALE: 1" = 50' 50' 25' O' 50' 100' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.47 20.00' 90'00'00° LEGEND: ABUKVIARQNS FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PAC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE 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 C.N.S. COMPACTED NATIVE SNL Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ A 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. -o- FURNISH & INSTALL STREET UGHT-22000 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL e FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.B. STD. ST -7. INTERSECTION /\,e li STA. 14+30.00 C.L YUKON RIVER AVENUE _ tj /� \�� STA 13+00.00 C.L. COW CREEK WAY INTERSECTION S INTERSECTION < j STA. 16+00.00 C.L YUKON RIVER AVENUE _ STA 13+00.00 GL YUKON RIVER FAVENUE STA. 10+00.0'0 C.L. CHETCO RIVER STREET STA. 10+00.00 C.L. SCRIWA COURT SCRIVIA COURT � o M S CHET CO RIVER STREET M INTERSECTION SEE SHEET 9 e SEE SHEET 10 E.GR. _ STA 19+20.00 C.L. YUKON RIVER AVENUE _ JJ dL: J J n STA 16+40.00 C.L. 18.00 LT. o 30' 30 w J J x I 30 30 T STA. 13+00.00 C.L LAGO PUGGNI STREET' I 30' 30' So Q la7 ' JJ STA 16+40.00 F.L 1 35 roro r $o tiLLww LLI tiLL ILL ----------- -1-12'11 18' 18' [12"y 5 1 W 17 ta' 1 18' 12' oo oow� I SS 72' 18' 18' 12' 24 I ' 11� O O p/! I N ,(j N J w 0' 0' S 25 .. I o� co I I ^ ^ o +N o SI 13 m m o� I I C.L. CATCH BASIN NO. Ot IED 6 1 ria n B.C.R. _ $ w w $ C INTERSECTION wm + a STA. 12+62.00 LL 18.00 LL - Y w add w 1 m STA 16+47.75 GL 1&00 LT.: n la ISTA. 10+00.00 GL YUKON RIVER AVENUE = I = STA 12+62.00 F.L I`� vi y dd m a $ a STA. 16+47.75 EL 1- ISTA 16+05.00 C.L.KOYUK RIVER STREET 17 Q. c+' tii-ii i o 1 mw� o NORMAL F.L. ELEV. 343.82 Id STA R18+82.00 C.L.1&00 LT. _ I 5 a 1 12 ,d_I z � DEPRESSED F.L. ELEV 343.6��,,, NY j 4 2 =' 4 ($ 4 _•� 2 1 4 C1 STA 18+8200 F.L. 4 i 36 LI I C1 m 11+00 300.00' 1 12+00 Ct _ Cl ''_1"4+x_0,0 15+00;= - - 17+00 1 18+00 m C 19+00- 1 BEGIN CROSS GUTTER _ __ _ _ I _ �. - _ ( �589'11'5�1°E 300.00'' '" -{- y320•�� ® STA 9+8200 C.L 2200 LT. = i C1 ;o ® .. 569'11'51-E 430.W __.. - -. i -... N8917'STW 490.00' _. _ C %• i STA. 9+81.62 F.L. 5 TYP 9 LL _ 7 � N wI 4 3 3¢ 4 , s4 N I 4 8 Em 65 C473 72 71 I 70 69 68 66 30' f 3W 7p0 �IN I+ +HI+ � ft 18 18 0' 12 fI 33764 Fn DRIVE KOYUK RIVER STREET EC.R. GRADE BREAK B.C.R. COW CREEK WAY E.c.R. B.GR. LAGO PUCCINI STREET a) (SEE SHEET 8) STA. 10+3800 GL 18.00 RL = STA 13+00.00 C.L. 1&00 RT. = STA. 13+92.00 C.L 1&00 RT. = SEE SHEET 9 STA. 14+6&00 C.L 18.00 RL = STA 18+82.00 GL i&00 RT. _ (SEE SHEET 10) STA 10+3&00 EL STA 13+00.00 F.L. STA. 13+92.00 F.L. ( ) STA 14+6&00 F.L. STA. 18+8200 F.L YUKON RIVER AVENUE STA. 10+00.00 C.L. TO 19+20.00 C.L. SCALE: 1" = 50' HORIZONTAL 354 352 350 348 346 344 342 340 338 336 9+50 10+00 354 352 350 348 346 344 342 340 338 336 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 STA, 10+00.00 C.L. TO 19+20.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 354 352 350 348 346 344 342 340 338 336 19+00 19+50 354 352 350 348 346 344 342 340 338 336 19+00 19+50 17+00 18+00 12' 18' 18' i I ! wl z ;9 n r � xI 2.0% 2.0% 2.0% PROPOSED 4.5' COMBINATION SIDEWALK ?0L4GA'G.A.C.TYPE '8" OURB &GUTTER BASE PER CITY STD ST -1 0.50' C.N.S. (95% REL COMPACTION) �Z YUKON RIVER AVENUE 5 J STA. 10+00.00 TO STA. 19+20.00 NOT TO SCALE R=48 Li: 4.5 0 2.0% PROPOSED 4.5' COMBINATION SIDEWALK - TYPE "B" CURB & GUTTER PER CITY SM ST -1 -7o q�/ �� l � )" CITY RECORDS NO: 9+50 10+00 11+00 12+00 13+00 it 14+00 15+00 16+00 i N N �o STA. 10+00.00 C.L. TO 19+20.00 C.L. Ow iu SCALE: 1" = 50' HORIZONTAL V 1" = 5' VERTICAL LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION SCHEDULE: Ri-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1 SECIM LETIER O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 -i" - STOP A O Z "W3 -i' - STOP AHEAD---- 'R7-9" N - SECTION DESIGNATION 2 O CONSTRUCT 4.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(LOCAL STREETS) 2 I J - NO PARKING / BIKE LANE "RBIB(CA �� Z W U n CONSTRUCT 5.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(MOUNTAIN VISTA DRIVE) - BIKE LANE 'R818(CA)' -END SECTION IS SIOYM 3 O PROTECT -IN-PLACE J 'WI -6"(L) - DMECTING LEFT "WI O CURVE NUMBER FOR CURVE DESCRIPTION ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. ABBA, -6"(R) - DRECTING RIGHT ARROW 'W31(CA)' ® ITEM OF WORK -SEE CONSTRUCTION SCHEDULE CURRENT EDITION. - END m 3g ✓7 NOTE: OO EXISTING TO BE REMOVED ---o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS t Y3 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT © CONSTRUCT 12' WADE CROSS GUTTER PER C.O.B. STD. ST -9 ® STORM DRAIN MANHOLE -REFER 10 SEWER &STORM STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 't DRAIN PLANS PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O7 SAWCUT AS INDICATED ON PLAN OR AS DIRECTED BY CITY ENGINEER. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. z CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5 OPENING PER NOTES: ® O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH C.O.B. SM. D-14, UNLESS NOTED OTHERWISE 0 W-31(CA) SIGN AND OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE - s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE '11" A.C. OVER (0.40' OR AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. 0.55') AGGREGATE BASE OVER 0.50' COMPACTED O.G.TO BE COMPACTED TO ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. O9 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. ST -7 3. BERKSHIRE ROAD & MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.30' TYPE ® SE SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. "B" A.C. OVER 0.4' AGGREGATE BASE OVER 0.8' COMPACTED O.G. TO PAINT 12" UNIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD ---------- TRACT BOUNDARY COMPACTED TO 95% RELATIVE DENSITY PER C.0.8. STD. ST -13. 10 SPECIFICATION PTH-02ALKYD. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. i ® i PHASE BOUNDARY D-14, UNLESS NOTED OTHERWISE 19 RELOCATE - - - - CENTERLINE 5. ALL POWER POLES TO BE REMOVED & RELOCATED UNDERGROUND. LU COORDINATE APPLICATION OF RELOCATION WITH PG&E. 0 PROJECT PILASTER PER LANDSCAPE PLANS --- - STREET RIGHT-OF-WAY 6. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE W aM b •u "/ EDGE OF PAVEMENT CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 13 WOODEN RAIL FENCE PER LANDSCAPE PLANS 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 TO A ______________________ SAW OTT DEPTH OF I.0' BELOW TOP OF SUBGRADE AND1.0'TO EACH SIDE OF 74 WOODEN TRELLIS PER LANDSCAPE PLANS 0 APPROACH AND CROSS GLITTER. EASEMENT LEGEND: W Qi 17 C.O.B. TEMP. SLOPE EASEMENT PER DOC 0216006602 O.R. W Y! OD ® WATER LINE EASEMENT - DOC NO. 0198018952 OR. �6 Q 45' STREET R/W PER TR 6739 A4 90' ST R/W PER PM 10155, BK 49, PGS 82-83 ® 8' CO.B. TEMPORARY SLOPE EASEMENT PER DOC. No. 02160066OZ O.R. 17+00 18+00 12' 18' 18' i I ! wl z ;9 n r � xI 2.0% 2.0% 2.0% PROPOSED 4.5' COMBINATION SIDEWALK ?0L4GA'G.A.C.TYPE '8" OURB &GUTTER BASE PER CITY STD ST -1 0.50' C.N.S. (95% REL COMPACTION) �Z YUKON RIVER AVENUE 5 J STA. 10+00.00 TO STA. 19+20.00 NOT TO SCALE R=48 Li: 4.5 0 2.0% PROPOSED 4.5' COMBINATION SIDEWALK - TYPE "B" CURB & GUTTER PER CITY SM ST -1 -7o q�/ �� l � )" CITY RECORDS NO: it o i N N �o g® Ow iu V ¢ 0 0 O N O Z N V O V 2 I J W U n ro J o w� m 3g ✓7 t Y3 e S` �1S7s 't z 0 N a zQ F LU Z V j W Q a� W aM b o 0 3 W W Y! OD 52 �6 B.GR. INTERSECTION $ STA. 15+65.00 Cl 18.00 LT. _ G INTERSECTION 62/1 3000 C.L BRBTENBUSH AVENUE _ STA t0+00.00 CL MOTENBUSH AVENUE = +00.00 GL COW CREEK WAY $ < STA. 15+73.16 F.L. STA 13+05.00 C.L.LAKE GARDA STREET B.GR./P.R.C. E.GR. Yinj LAGO PU CINI STREET E.c.R. Sia 10+a4.6e GL z3.5o Lr. = COW CREEK srA „+sa.oD GL Haw LT = PHASE 1 w SEE HEET 10 STA 10+64.00 C.L. 22.00 LT. = B.C.R. STA 10+92.13 F.L t: w STA 10+64.00 F.L. STA 11+64.92 C.L. 22.00 LT. _ (SEE SHEETSTA 11+76.16 F.L ¢ STA 11+64.92 F.L I o'^ "' LL 1 1 12 1 18' 12'1 39 I (� �)IIPHASE 2 30' 3D' 30 (I- 30'!Q1D c$�30• I' 30 \ 18' 18' Id45' 12' 18' 18' 12' r -t -I I I I it 34' ii1'I I 1 � a I - 31 rJJIrIJ,-J >-� 40 .m9I 1 l w ,o 3 3 1lc� ml3w3 I INTERSECMMd7_g I 22 'a wo 3I om I - I "il mril mMI m N mC3 S7A. 16+20.00 GL BRBTENBUSH AVENUEa 1t` ms - m 56 I..,.®II 58 fl 59 o^ I �f' 60 o.0' oTI oN 63p p®\I� aa 67 62 TA. 10+0000 GL LAGO PUCGNI STREET dyINTSECTI0Nci 71 111 X 012+0292 GL BA TO WAY= sz9 f`' _ I 8 STA 12+55.84 C.L KOYUK RIVER STREET C C4t00 "> 58911.51' 1 11 If 202.92' /9'R� T ®-' S8991'51°E 130.00' 1 GO 4 - 12+m 13+00 Sg9'11'51`E 490.00'St 14+00 1 _ 15+00 16+00 41 2354C3 m(TYP) 9 C6 C5 P.O.cc " lUe QJLL �p ® i58+ 751 ¢ pO °' ®'$ STA 9+7884 C.L 89.99 RT.0o I oo .n poo 50 49 agSTA 8+93.53 F.L m m n 48 + 47 0 + + + 9 It o o a +44 S i� 43(WO)!EM z + + + + n 1 24 53 46 45 R7- I \.. .- oo$ RIGHT-OF-WAY (TM) I i <q< <� d 1< a o r`a42MOUNTAIN VISTA DRIVE KOYUK RIVER STREET tm B.vc. m rM m tm m 1111 ( ) B.C.R. SEE SHEET 8 E.GR. STA. 13+80.00 GL 18.00 RL SEE SHEET 4 ( ) STA. 13+80.00 F.L. ti LL r ^ P.R.C. E.C.R. 5 A 11+64.92 C.L. 22.00 RT. = 30' 30' STA 10+ 500 GL 1800 RT. = STA 11+64.91 F.L SCALE: 1" = 50' STA. 10+55.00 F.L. PHASE 1 BASIN No 051,11 88 STA 15+30.01 GL 21.36 RL = STA ,0+64.00 C.L. 22.00 RT. = 1 STA 10+64.00 F.L 52 112' 18' 18' 12'C.LM M m . M 50' 25' 0' STI' 100' I STA. 14+05.00 18.00 RT. _ $ e "� � STA 15+30.49 F.L. NORMAL F.L ELEV. 341.97' B A S E N T ® WAY (SEE ASRDA HEET 9) ET DEPRESSED F.L ELEV. 341.80' F wmm STA. 10+00.00 C.L. TO 12+02.92 C.L. B AVENUE SCALE: 1" = 50' HORIZONTAL BREITENBUSA H VENUE --- ----- 352 } - -- - - 352 STA.URVE TABLE r 10+00 00 C.L.C L. TO 16+20 00 C.L. z N---- 352 -- --- - - HORIZONTAL p CURVE RADIUS LENGTH TANGENT DELTA 350 o N �, 350 - -- - 352 Q I SCALE: 1" 50' o r a --- ✓S m Cl 84.00' 198.80' 205.12' 1352738` n 348 m S 348 �,, - w h - -- - - 350 C2 20.00' 3x69' 29.01' 110'5026" ®NORTH WJNE _.'_ --, 348 `-_._ m -_-_ __ 'y' '7' "1 m M m } f ? ! 346 - - -. I,. _ __. : > = r ----_ C3 37.00' 58.12' 37.00' 90'00'00° �.., o - - PROFILE - WWI 7 o+- -. + !i�-I-.1, W _ �� 346 C4 20.00' 31.42' 20.00' 90'00'00" 346 I, GROUND -__ __._ - v J..- E%.GROUND PROFILE won - -' m - �I 346 --w w - - - - + J cs ea.ao' oz.aT se ao° sa 371z' f - - -- 346 ... _. ,- : - --- -- * - - -- -- -+ T- �I C6 37.00' 15.90' 8.07' 24'37'12" 0 344 344 w'0' _ T -_- O d Q - ° Y 342 342 I- s 0.25X S�00..52X I �-0.88X - - L - m w - �e 344 342 L Satz' 340 - T E 340 s=os9X - -- - - - 338 Q-- - - P - W I SO ,}� J PROPOSED NORTH RMNE T 4 342 o l I s-- 6 - - 340 - - -- --o. X s az ~ ! 338 --3 /aF Eby 4 340 ,___. Y{ 336 0 - -j - 336 338 _.a}si°N Q- r-� zee �i`b�+� y - b - 338 Ir EASEMENT LEGEND: ... -.__. �.. 336 t - - - _�-- - I -�- _ * I __% 336 17 GO.B. TEMP. SLOPE EASEMENT PER DOC 021601 O.R. 10+00 11+00 12+00 12+50 Q I - -- - - - - d 334 � - � J � - � 334 � , -- , � � p�p 1 �'" ! � �� - STA. 10C 00.00 C.L. O 12+02.92 2 0 A 92 C.L. L -�_ -_- .._L_- J U --- I_I- _- 0 WATER LINE EASEMENT -000 NO. 0198018962, O.R. 334 L I - ! - 1 _-i 33445' STREET R/W PER TR 6739 1" 5' VERTICAL 8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 352 - 352 STA. 10+00.00 C.L. TO 16+20.00 C.L. 90' ST R/W PER PM 10155, 8K 49, PGS 82-83 -- -- - -- - E� SCALE: 1" = 50' HORIZONTAL , _ 50.00' ~ o-_ A 8- C.O.B TEMPORARY SLOPE EASEMENT PER DOC. Na 0216006602 OR 350 - --- r 350 352 r 348 348 350 z EX.GROUND PROFILE -- `�j I 346 m - r--oSOUTH FLOµUN346 v___� f o E- 348 344 <_ r -- = w - 344 346 0.559 m w 342 I-- i -- - - - - -SII - 342 344 PROPOS@ SWIN FLO�WJNE 340 Ih'-`o___ -_�-- -, -_ x ' 340 342 352 350 348 346 344 342 PROPOSED SOUTH FUDWJNE338338 340340 336 IZ _- - __-- - 336 > > w j-. -- - .... _ NORMAL F.L. ELEv 3419Y 36 �� 336 r a _ i.-- _. - _ DEPRESSED SSED ' I V. 18" 334 - - 334 336 L \ ELEV. F. I V. 18 3 n _ - 1 _ _ J 336 10+§0 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+00.00 C.L. TO 12+02.92 C.L. STA. 10+00.00 C.L. TO 16+20.00 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTALT 1" = 5' VERTICAL 1" = 5' VERTICAL 30' 30' 7 z' --787-1 1 a' 12' LEGEND: LEGEND (CONT.) LEGEND (CONT.): CONSTRUCTION SCHEDULE: ABBREVIATIONS �� 1 FURN�SH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: gC110y O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 I i z FL FLOWIINE P.O.VC. POINT ON VERTICAL CURVE R7-1" - STOP L _ _ GL CENTERUNE B.VG BEGIN VERTICAL CURVE VI- STOP AHEAD SECTION DESIGNATION CONSTRUCT 4.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(LOCAL STREETS)'R7-9" - NO PARKING / BIKE LANE O CONSTRUCT 5.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(MOUNTAIN VISTA DRIVE)ELEV ELEVATION E.V.C. END VERTICAL CURVE 1TB1(CA)" -BIKE LANE SHEET :ZA B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION SECTION IS SHOWN 3 PROTECT -IN-PLACE E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R818(CA)' - END 2'�9 20% 2.0% 2D% BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE 'WI -6°(L) - DIRECTING LEFT O7 CURVE NUMBER FOR CURVE DESCRIPTION ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, EC END CURVE TC TOP OF CURB "WI -6'(R) - DIRECTING RIGHT ARROW ® ITEM OF WORK -SEE CONSTRUCTION SCHEDULE CURRENT EDITION. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT *W31(CA)° - END OF VERTICAL CURVE FC FINISH CONCRETE oSTORM GRAIN - REFER TO SEWER &STORM DRAIN PLANS NOTE: I EXISTING TO BE REMOVED PROPOSED 4.5 PROPOSED 4.5' LK P.O.C. POFC NT ON CURVE FINISHED CONCRETE SEE CS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT g ' . PA PROPERTY UNE R/W RIGHT-OF-WAY 0 STORM DRAIN MANHOLE -REFER TO SEWER &STORM STRIPING NG & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O CONSTRUCT 12WADE CROSS GUTTER PER C.O.B. STD. ST -9 COMBINATION SIDEWAGUTTER AGGBASE TYPE "B° CURB & TIER TYPE °B" CURB &GUTTER E.P. EDGE OF PAVEMENT A.P. ANGLE POINT DRAM PLANS PER GALTRANS STANDARD SPECIFICATION PIH-02ALKYD. O SAWCUT AS INDICATED ON PLAN OR AS DIRECTED BY CITY ENGINEER. PER CITY SID ST -1 0.50' C.N.S. (95% REL COMPACTION) PER CITY STD ST -1 F.O.C. FACE OF CURB C/G CURB AND GUTTER ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. R=48 T.I. 4.5 C.N.S. COMPACTED NATIVE SOIL °�'a CONSTRUCT TYPE 'A" CATCH BASIN WATH 3.5 OPENING PER NOTES: ® INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH q BREITENBUSH AVENUE C.O.B.STD. D-14, UNLESS NOTED OTHERWISE. W-31(CA) SIGN AND OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF OO FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. SIO. ST -13. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE B NOT TO SCALE EXISTING SURVEY MONUMENT s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER (0.40 OR AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. RE R,� FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T -i. 0.55') AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 30' 30' G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 95% RELATIVE DENSITY PER C.O.B. STD. ST -13 O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. ST -7 8' 22' 22' 8' FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM, T -i. SEVER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. 3' BERKSHIRE ROAD & MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 030 TYPE ®°B" AC. OVER 0.4' AGGREGATE BASE OVER 0.0 COMPACTED O.G. TO PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD I I -o- FURNISH & INSTALL STREET UGHT-22000 LUMEN PER G03. TRACT BOUNDARY COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 10 SPECIFICATION PTH-02ALKYD. I w I STANDARD OR APPROVED EQUAL 4. ALL CATCH BASINS TO BE TYPE `A' WITH 3.5' OPENINGS PER C.O.B. STD. $ FURNISH & INSTALL STREET UGIT -9500 LUMEN PER o IIIIIIIII PHASE BOUNDARY D-14, UNLESS NOTED OTHERWISE. it RELOCATE C.O.B. SID. ST -14. 5. ALL POWER POLES TO BE REMOVED &RELOCATED UNDERGROUND. - = CENTERLINE COORDINATE APPUCATION OF RELOCATION WITH PG&E. PROJECT PILASTER PER LANDSCAPE PLANS EXISTING STREET UGIT PER SEPARATE APPROVED STREET PLANS 12 STREET RIGHT-OF-WAY 6. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCT DRIVEWAY PER C.0.8 STD. ST -7. ./i .6 CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 7'3 WOODEN RAIL FENCE PER LAtdDSCAPE PLANS 20X 2.0% -- EDGE OF PAVEMENT 20% 2.0% 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TOA --- -�- ---------------------- SAW CUT DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0'TO EACH SIDE OF I14 WOODEN TREWS PER LANDSCAPE PLANS APPROACH AND CROSS GUTTER. PROPOSED 4�,--=--,�" PROPOSED 4.5 COMBINATION SIDEWALK COMBINATION SIDEWALK 0.20' A.G. TYPE `B' CURB & GUTTER TYPE "8" CURB &GUTTER 0.55' AGG, BASE PER CITY STD ST -1 PER CITY STO 57'-i 0.50' C.N.S. (95% REL COMPACTION) B Rm36L=4.5 BASENTO WAY 6 NOT To SCALE CITY RECORDS NO: w V v q z �I STA. 11+21.58 F.L. SCALE: 1" = 50' 50' 25' 0' 50' 100' MARTIAN RIVER STREET STA. 10+00.00 C.L. TO 11+59.54 C.L. SCALE: 1' = 50' HORIZONTAL 354 CURVE RADIUS STA 11+21.51 F.L TANGENT STA. 11+5%54 C.L. MARTIAN RIVER STREET = GI 20.00' - 20.00' LAKE BRACCIANNO[12 STA. 15+47.31 C.L LAKE BRAOCIANNO AVENUE 352 58.12' 37.00' Q- (SEE RIGH" 352 - BEGIN CURB & GUTTER �w 69'37'12' I I 15.90' 350 ;. C5 37.00' PEDESTRIAN1'STA 10+00.03 CL 18.00 LT. _ 45'52'37" C6 i 1 99.60' ! 135'V37- 35'S2'3i 348 - 31R Fl ySTA. 10+00.00 F.L -N3�YlNN 348 45 w� EX. 01WMELL c�i,d 101 N(n 2 346 -- Vli y>�W ri T - z 346 24<1(CA)w/OM1-311+00. 2 1 ... .14100 16+00 116+00,- 7 344 55 PROTECT -IN-PLACE C5 344 342 r E.C.R. BC END CURB RETURN PRC POINT OF REVERSED CURVATURE BEGIN CURVE PCC POINT GU COMPOUND CURVATURE ' 342 O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, w II� PROPOSED NEST �, EC YI �� rA 340 +Ta -� � 340 338 RW-- �I 338 ',,-r- "W31 (CA)' -END <4 NOTE: O 336 Id � I -1--�,�, 336 11A + Inn 41 n D �I, I -1--� 334 1' S 0'48'04" W----f--159.54'pp _._.32m ro{ P.O.C. POINT ON CURVE FC FINISHED CONCRETE N FN TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT SEE CNG H.C. 00 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD, ST -9 54 ai STA 17+96.29 C.L 18.00 RT. _ PA UNE R/W WAY 1 STA. 18+06.45 F.LI 1 u-0QV pp I 4 E.P. EDGE OF EDGE � PAVEMENT A.P. ANGIE POINT ANGLE POI GRAIN PLANS PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. F.O.C. FACE �' CURB C/G CURB AND GUTTER ALL TEMPORARY STRIPING SHALL NON -THERMOPLASTIC, O SAWCUT AS INDICATED ON PLAN OR AS DIRECTED BY CITY ENGINEER. 2'0% 1- 2.0% W 20% W cc 30 I -- -Ix a) BEGIN CURB & GUTTER -y W Z0% 44 `, 3133 COMPACTED NATIVE SOIL STA 9+99.97 C.L 18.00 LT. =STA a O 12' 78'STA. �- 10+00.00 EL 11+21.54 CL. 18.00 RL N t STA. 11+21.58 F.L. SCALE: 1" = 50' 50' 25' 0' 50' 100' MARTIAN RIVER STREET STA. 10+00.00 C.L. TO 11+59.54 C.L. SCALE: 1' = 50' HORIZONTAL 354 CURVE RADIUS LENGTH TANGENT 354 GI 20.00' - 20.00' 90'00'00" C2 352 58.12' 37.00' 90000O' �I 352 102.07' �w 69'37'12' C4 37.00' 15.90' 350 24'3712" C5 37.00' 29.63' 350 45'52'37" C6 o 1 99.60' 103.63' 135'V37- 35'S2'3i 348 - - m o -N3�YlNN 348 ml w� EX. 01WMELL c�i,d 101 N(n 2 346 -- Vli y>�W ri T - z 346 ` o 2 1 ... .14100 16+00 116+00,- 7 344 (SEE LEFT) PROTECT -IN-PLACE C5 344 342 r E.C.R. BC END CURB RETURN PRC POINT OF REVERSED CURVATURE BEGIN CURVE PCC POINT GU COMPOUND CURVATURE ' 342 O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, w II� PROPOSED NEST �, EC YI �� rA 340 +Ta -� � 340 338 RW-- �I 338 ',,-r- "W31 (CA)' -END <4 NOTE: O 336 Id � I -1--�,�, 336 11A + Inn 41 n D �I, I -1--� 334 9+50 10+00 11+00 STA. 10+00.00 C.L. TO 11+59.54 C.L. SCALE: 1" = 50' HORIZONTAL 354 352 350 348 346 344 342 340 338 336 334 9+50 10+00 11+00 STA. 10+00.00 C.L. TO 11+59.54 C.L. SCALE: 1" = 50' HORIZONTAL I" = 5' VERTICAL 12+00 354 352 350 348 346 344 342 340 338 336 334 12+00 STA. 9+95.60 RL CURVE TABLE 354 CURVE RADIUS LENGTH TANGENT DELTA GI 20.00' 31.42' 20.00' 90'00'00" C2 37.00' 58.12' 37.00' 90000O' C3 84.00' 102.07' 58.40' 69'37'12' C4 37.00' 15.90' 8.07 24'3712" C5 37.00' 29.63' 15.66' 45'52'37" C6 I 42.00' 1 99.60' 103.63' 135'V37- 35'S2'3i 354 352 350 348 346 344 342 340 338 336 334 94 354 352 350 348 346 344 342 340 338 336 334 9+50 10+00 INTERS O6N c 27 o wYi viLLw uw I D /STA__1OjDO.Bq C.L. LAKE BRACCIANNO AVENUE = STA. 10 004 GL KOYUK RIVER STREET _ nwLL E,..I 2 y RW 4 S 10+55.00 C.L. 18.00 LT. W n ao 10+55.00 F.L. > STA. 13+38.00 C.L. xUMI I '1 I J J p w LL > ru JJ i JI 1 U li LLI a os r » 1 ff $$ wLL of >oop GARDA 5 $ c 27 o wYi viLLw uw I II I BRACCIANNO AVENUE _ nwLL c�mi-nzo m�ti 2 y RW 4 $ E.C.R. - oo LLqq = I ao STA. 13+38.00 C.L. 18.00 LT. - m -.12+0D- 1 G Cl,. J J N8911'51"W 30000' - 1 w LLI a J 30 r » ticd 51 io 50 SEC. P.R.C. I STA 11+05.41 CL IT STA. 10+89.99 C.L. 21.36 RT. = j j STA 11+13.57 FL STA. 10+97.67 EL EASEMENT LEGEND:i II 17' C.O.B. TEMP. SLOPE EASEMENT PER DOC 0216006602, O.R. ® WATER UNE EASEMENT - DOC NO. 0198018952, O.R. © 45' STREET R/W PER TR 6739 ® 90' ST R/W PER PM 10155, BK 49, PGS 52-83 ® 8' C.O.B. TEMPORARY SLOPE EASEMENT PER DOC Na 0216006602, O.R. 49 6 48 Id d 1 I� I N 1 6 INTERSECTION n II STA. 13+00.00 C.L. LAKE BRACCIANNO AVENUE _ nwLL STA 10+00.00 C.L. LAKE GARDA STREET In � w 3"I 45 $ E.C.R. - oo LLqq 44 ILL ao STA. 13+38.00 C.L. 18.00 LT. - �J aLL aLL J J STA. 13+38.00 F.L. o� 3 3 LLI a J 30 r » ticd $$ wLL of >oop 36's 34 jo S"an & rn$ +} 38 IT $ ci G } m N MI -N3�YlNN + >FF ml H F -- Nm ----- Q H Q N -- I NI -1=J -- N(n 2 C)L- Vli y>�W ri N Cil ` o 2 1 ... .14100 16+00 116+00,- 7 - +589'11'51"E 247.31'_ 12- (SEE LEFT) 4 n PHASE 2 3 LL g N (`t nwLL -na JJ In � w 3"I 45 <w 0 m 43 i - oo LLqq 44 ILL tiff -N od a P, n JJ tip.: �J aLL aLL f JJ 1L� o� 3 3 LLI a J d d,�o. -n ticd ++ w �rc & 34 38 IT $ ci G } m N MI -N3�YlNN m F F ml J J II. i �-- I NI -1=J RW N(n 2 C)L- Vli y>�W ri N Cil ` o TIAN RIVER MARh 1 _.. n 16+00 116+00,- 7 4 n 4 3 LL g N (`t nwLL -na JJ In � w 3"I 45 <w 0 m 43 i - oo LLqq 44 ILL tiff -N 4 0 fimLL� Z f , FL _6>a 47 0 -4 5rc Id d d,�o. -n ticd ++ t.iHmci �rc & EN I rn zad� 38 IT $ ci 37� I I m �2 4.5' C.O.B. STREETS) I� F d lvni w m n J J J II. i �-- I NI -1=J yLL' I C)L- Vli y>�W ri J < n W U li y�w d3 5gI 3 LL g N (`t nwLL -na JJ MYN i ui i ON ri 0 m 43 i - oo LLqq $� tiff -N % � fan fimLL� Z $ A s , FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE 5rc Id d d,�o. -n ticd ++ t.iHmci an viz & EN I rn zad� 38 IT N 37� +I +w'fl ,$� F Nm+i 4.5' C.O.B. STREETS) � oda m n ELEV ELEVATION E.V.C. END VERTICAL CURVE N - NO PARIONG /BIKE LANE Z I Q J FFd CONSTRUCT 5.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(MOUNTAIN VISTA DRIVE) J < n W U Cil ` o TIAN RIVER MARh STREET V � "RHI(CA)° - 81KE LANE "R81B(CA)° o (SEE LEFT) PROTECT -IN-PLACE C5 12' LAKE BRACCIANNO AVENUE STA. 10+00.00 C.L. TO 18+55.00 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' P.R.C. 1 I STA. 18+24.85 C.L. 50' 25' O' 50' 100' 29.24 R7. _ STA. 18+36.07 F.L. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 STA. 10+00.00 C.L. TO 18+55.00 C.L. SCALE i" = 50' HORIZONTAL 1" = 5' VERTICAL 354 352 350 348 346 344 342 340 338 336 334 50 354 352 350 348 346 344 342 340 338 336 334 19+00 19+50 LEGEND: STA 18+27.92 F.L. 3 LL CONSTRUCTION STA 17+98.29 CL 18.00 LT. _ LL - N N 25S ABBREVIATIONS RI -1 �- ;' o m SECTION STA 17+98.29 F.L. Z m 35 FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE i" - STOP "W3-1" - STOP AHEAD z LF�j A ----- SECTION DESIGNATION ALL) q� & a o 35 38 IT N 37� +I +w'fl ,$� F Nm+i 4.5' C.O.B. STREETS) � oda m n ELEV ELEVATION E.V.C. END VERTICAL CURVE o - NO PARIONG /BIKE LANE Z I Q J FFd CONSTRUCT 5.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(MOUNTAIN VISTA DRIVE) J < n W U Cil ` o N BEGIN CURB RETURN P.I. POINT OF INTERSECTION V � "RHI(CA)° - 81KE LANE "R81B(CA)° o O PROTECT -IN-PLACE C5 12' ' 17+00 18' 72' E.C.R. BC END CURB RETURN PRC POINT OF REVERSED CURVATURE BEGIN CURVE PCC POINT GU COMPOUND CURVATURE �- N8911'51°W 307.69' O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, C5 1 EC END CURVE TC TOP OF CURB �� rA -6'(R) -DIRECTING RIGHT ARROW ® ITEM OF WORK -SEE CONSTRUCTION SCHEDULE � II-+ RW-- 1 PIVC POINT OF INTERSECTION W TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CIXJCRETE "W31 (CA)' -END <4 NOTE: O EXISTING TO BE REMOVED Id z N + + Inn 41 n D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS '- 42 1' + ro{ P.O.C. POINT ON CURVE FC FINISHED CONCRETE N FN TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT SEE CNG H.C. 00 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD, ST -9 o I ai STA 17+96.29 C.L 18.00 RT. _ PA UNE R/W WAY 1 STA. 18+06.45 F.LI 1 & PS STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT SCALE: 1" = 50' P.R.C. 1 I STA. 18+24.85 C.L. 50' 25' O' 50' 100' 29.24 R7. _ STA. 18+36.07 F.L. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 STA. 10+00.00 C.L. TO 18+55.00 C.L. SCALE i" = 50' HORIZONTAL 1" = 5' VERTICAL 354 352 350 348 346 344 342 340 338 336 334 50 354 352 350 348 346 344 342 340 338 336 334 19+00 19+50 LEGEND: LEGEND (CONT,) LEGEND (CONT.): CONSTRUCTION SCHEDULE: u` R` 's N N ABBREVIATIONS RI -1 �- FURNISH & INSTALL IRAFFlC SIGNS PER COB. STD. T-19: "R1 SECTION Ot CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Z FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE i" - STOP "W3-1" - STOP AHEAD z LF�j A ----- SECTION DESIGNATION CONSTRUCT STANDARD COMBINATION SIDEWALK PER Si-5.(LOUN R(y & C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE "R7-9" -- O 4.5' C.O.B. STREETS) � oda � N ELEV ELEVATION E.V.C. END VERTICAL CURVE o - NO PARIONG /BIKE LANE Z I Q J 2 CONSTRUCT 5.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(MOUNTAIN VISTA DRIVE) J < n W U Cil ` o B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION V � "RHI(CA)° - 81KE LANE "R81B(CA)° ERE SECTION IS SHOWN O PROTECT -IN-PLACE N � w 12' 78' 18' 72' E.C.R. BC END CURB RETURN PRC POINT OF REVERSED CURVATURE BEGIN CURVE PCC POINT GU COMPOUND CURVATURE - END "WI -6"(L) - DIRECTING LEFT "C8 O CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 1 1 EC END CURVE TC TOP OF CURB �� rA -6'(R) -DIRECTING RIGHT ARROW ® ITEM OF WORK -SEE CONSTRUCTION SCHEDULE CURRENT EDITION. II-+ 1 PIVC POINT OF INTERSECTION W TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CIXJCRETE "W31 (CA)' -END NOTE: O EXISTING TO BE REMOVED z N D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 0 P.O.C. POINT ON CURVE FC FINISHED CONCRETE TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT SEE CNG © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD, ST -9 o I ai o PA UNE R/W WAY ® STORM DRAIN MANHOLE -REFER TO SEWER & STGRM & PS STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT I $) E.P. EDGE OF EDGE � PAVEMENT A.P. ANGIE POINT ANGLE POI GRAIN PLANS PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. F.O.C. FACE �' CURB C/G CURB AND GUTTER ALL TEMPORARY STRIPING SHALL NON -THERMOPLASTIC, O SAWCUT AS INDICATED ON PLAN OR AS DIRECTED BY CITY ENGINEER. 2'0% 1- 2.0% W 20% W cc I -- -Ix a) -y W Z0% C.N.S. COMPACTED NATIVE SOIL CONSTRUCT TWE "A" CATCH BASIN NTH 3.5' OPENING PER a O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH �- 612 N C W FURNISH & INSTALL SURVEY PER C.O.B. STD. ST M C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ''' ui W-31(CA) SIGN AND OL14-3 MARKER AT TRACT/PHASE BOUNDARY IF:% > Q Q MONUMENT -13. 4 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. V ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME REMOVE-"'-" PROPOSED 4.5' cr m PROPOSED p EXISTING SURVEY MONUMENT - -------s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER (0.40' OR � JU. AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. COMBINATION SIDEWALK 0.20' A.C. ALK COMBINATION SIDEWALK FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0.55') AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -13. O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. ST °B" 0..55' AGG. BASE TWE "B" CURB & GUTTER -7 TYPE CURB & GUTTER FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. $EWER CLEANWT -REFER TO SEWER & STORM DRAIN PLANS 3. BERKSHIRE ROAD & MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.30' TYPE "B" PER CITY STD ST -9 0.50 C.N.S. (95% REL COMPACTION) PER CITY STD ST -9 ® A.C. OVER 0.4' AGGREGATE BASE OVER 0.6' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD -o-- FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. �'------�- TRACT BOUNDARY COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. COMPACTED 1D SPECIFICATION PTH-02ALKYD. A YUKON RIVER AVENUE STANDARD OR APPROVED EQUAL ALL CATCH BASINS TO BE TWE "A" 'NTH 3.5' OPENINGS PER CO.B. STD. 7 STA. 10+005 STA. 19+20.00 a FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER PHASE BOUNDARY D-14, UNLESS NOTED OTHERWISE. 11 RELOCATE OTO - C.O.B. STD. ST-14.-�- __ CQ11ptUNE 5. ALL POWER POLES TO BE REMOVED & RELOCATED UNDERGROUND. R=36 T.I. 4.5 - - EXISTING STREET UGIT PER SEPARATE APPROVED STREET PLANS COORDINATE APPLICATION OF RELOCATION WITH PG&E. 0 PROJECT PILASTER PER LANDSCAPE PLANS - STREET RIGHT-OF-WAY 6. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE -�- _. . CONSTRUCT DRIVEWAY PER C.O.S. STD. ST -7. .b •h EDGE OF PAVEMENT CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 13 WOODEN RAIL FENCE PER LANDSCAPE PLANS 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A ---------------------- SAW CUT DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 10TO EACH SIDE OF 14 WOODEN TRELLIS PER LANDSCAPE PLANS �., APPROACH AND CROSS GUTTER. i ! V CITY RECC u` R` 's N N N �® Z � V 2 z LF�j m M $ nI � oda � N Om o Z I Q J k J < n W U Cil ` o J W t0 V � N � w m m �� rA o m z 0 1- W W cc I -- -Ix a) W a Q 612 N C W M ui e > Q z 4 /Q V rZ v V cr m W Y � JU. � Q 0 P.O.C. STA. STA. 9+95.60 C.L. 4.40 LT. _ STA. 9+87.44 F.L. a 54 53 INTERSECTION I -L C.L. CATCH BASIN No. 08 B.C.R. NOO48'09'E STA. 12+06.09 C.L. 18.00 LT. = STA. 12+13.84 CA_ 1800 LT. _ 8.00 LT. = STA. 12+06.09 F.L. STA 12+13.84 F.L. 58.40' NORMAIL F.L. ELEV. 341.84 ' 37.00' DEPRESSED F.L. ELEV. 341.67 E.C.R. LL = C3 STA 12+97.84 GL 1800 31.42' 20.00' STA. 12+97.84 F.L. 04 37.00' BASENTO WAY 15.66' > > SEE 4200' 57 56 3Wo7 "av<l-3W>o 103.63' w'aLL- C6 30 8.07, 243712' 2 52 M + ,l1L1 8' o O Jm<+ P U 342 222' FIQrm` 4 J W (O --I -- - it 340 ff m +w350 m 338 C611+00 o 19+00 .. m -. 1 .®, 13+ STA. 10+0800 C.L. RIVER STREET = ,._. C2 ®I '"' - NOO48'09'E 25584'. 2+00 "-- LAKE STA. 10+00.00 CL LAKE BRACGANNO AVENUE 84.00' 102.07' 58.40' 69'37'12" ' 37.00' 5812' 37.00' 91 C3 20.00' 31.42' 20.00' 90'001 04 37.00' 29.65 15.66' 45'52'37' C5 4200' 99.60' 103.63' w'aLL- C6 37.00' 15.90' 8.07, 243712' 2 52 M 'nl wi o o O Jm<+ P CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 84.00' 102.07' 58.40' 69'37'12" C2 37.00' 5812' 37.00' 91 C3 20.00' 31.42' 20.00' 90'001 04 37.00' 29.65 15.66' 45'52'37' C5 4200' 99.60' 103.63' 13552'37" C6 37.00' 15.90' 8.07, 243712' EMENT vTmi 2fi o + o + 25 24 000 o 23ad I+ c INTERSECTION LAKE BRACCIANNO AVENUE STA 12+55.84 C.L. KOYUK RIVER STREET = (SEE SHEET 7) FC.R. STA 12+0292 C.L. BASENTO WAY STA 10+55.00 C.L. 1800 RT. _ >oit; I;; STA. 10+5500 F.L. C. BASIN No. .LV.C. STA 12+95.47 C.L. 1800 RT = STA 12+95.47 F.L NORTH F.L EIEV. 341.87 DEPRESSED F.L. ELEV. 341.70 358 356 C.L. CATCH BASIN No. 06 STA. 17+83.20 C.L. 1&GD LT. = E.V.C. STA. 13+05.59 C.L. 18.00 LL = PHASE 2 B.V.C. STA. 17+83.20 F.L.C.L.a P R C A. 18+08.20 C 18.00 LT. _ STA. 13+05.59 F.L INTERSECTION STA 18+0820 F.L.1= STA. 19+24.85 C_ 29.24 LT. _ ORMAL F.L. ELEV. 347.84 STA. 16+05.00 GL KOYUK RIVER STREET = TA. 17+5820 C.L 18.00 LL = >' -' STA. 19+27.92 F.L. DEPRESSED F.L. EIEV. 347.67 STA. 10+00.00 C.L. YUKON RIVER AVfTK1E STA. 17+5820 F.L. 3 LL o0 F.L. - 1RGSS GUTTER w r h A. 16+27.00 C.L 18.00 LT.= o J LL BERKSHIRE ROAD STA. 16+27.00 F.L. + L3 C o Q SEE SHEET 3 ¢J -1 iUW>erodIa+` old+o �i ow>�d<rold FNNJ< I1i ow>�dCm roJf1l �o3dm Qi11I 00mdY' 1 m�-dmodmNJV 1l wl LL +, 17 � I 5V 4-5' 45' 13'111' 34 34' 11'I Q. + + +l ++ + ++ 10 1 4 l ^1 9 -1 2 -1 -i __-_ ♦ SSF I 12 m PAVEMENT.. 6 ) C4 C5 1 PJI 14+00 1 SECTION 2 16+ 7 9 18+00 19+00 �" STA. 19+97.00 C.L. JMITS O8E i_ C5 STA. 20+27.52 F.L-W OC4 f� STA 20+27.52 F.L-E STA I >}�oo mM... rIN 1 18' 18' 12' i6 i5QId 121 17 +14 M 1-19 m 13 124 4 P. 'Z) Q d YUKON RIVER AVENUE v < W a o m o _ (SEE SHEET 5) ji " �� vIJ,_' m ~ o B.C.R. C3 A PHASE 2 STA. 15+67.00 C.L. 1800 RT = 88 N N N pN U m F STA. 15+67.00 FA_ ,H ,� ++ mm m N d ++ r ^^ g� N N KOYUK RIVER STREET U = w� dd ++ UFS oimm i -n �n "dd omm .R.G 01 y m w y h STA. 19+24.85 GL 29.24 RL = STA. 10+00.00 C.L. TO 19+55.00 C.L. „ STA. 19+27.92 F.L SCALE: 1" 5D' = SCALE: 1" = 50' HORIZONTAL 50' 25° 0' 50' 100' r 354 -- - 348 yN a < 7 O z Vw - 346!" W Lc 352 m 9 of M r JW o O Jm<+ P U 342 J W (O - --I -- - it 340 ff m +w350 m 338 o 19+00 m 21+00 3'V y W T_ - - - 358 �p� 3Z1 ' m 356 > Al.® EX. GROUND PROFILE 10 NEST ROWUNE - > � - 354 0 Ol w nrt---- 11 �m Ed N -- 350 344 LC1020Y 1 + n a 348 Y nI[ - 1U> -- - - I 346 342 U _ QI St 025% S__031 = 0318 I T --T -T - 344 I 1 - _ L=15.9' pp L-31.42, H ca 31.42 - - - 340 340 m _ w 5--0. S2I6 8 _ 5--0.2 % lil FAL. ELEV. T = 5-0.518 342 _ 5 S-OS4R 5-,,- 0.39% ',. -_ - ____ } � - �� TFLON1gdE PRC4�,E _ O -- - 338 Q I I 1 E.C., 20+00 F.L, ELEV. X4204'..- -- --- -- _ - -- -- - c 9+50 10+00 11+00 12+00 13+00 14+00 STA. 10+00.00 15+00 C.L. 16+00 17+00 18+00 TO 19+55.00 C.L. 18' 3S6-�- p ----- R AVERTRVE _ SCALE: ,-- 1 I= 5' - �TCALHORIZONTAL -I To c- I 1 i I w w -- z -- -- N pl--- S ---- - - - 354 w a 2.0% w z - J W - -•I - g - - - - -- - J n� ---- PROPOSED 4.5' 352 PROPOSED 4.5' -Jvn I 0.20' A.C. m COMBINATION SIDEWALK TYPE 'B" CURB & GUTTER 0.55 AGO. BASE TYPE 'B" CURB & GUTTER PER CITY SID ST -1 350 PER CITY STD ST -1 -} --�fi.rn A r- 8 SCALE 1'=10' -- - ~ v 346 I R, w GROUND PROFILE A EAST FLOWUNE 1 18' 18' 12' 346a 1 I w m r- i I of J I cai �' I I of I 2.0% 344 1 2.0% -� W 2.0% I PROPOSED 4.5' T 0.20' AC. COMBINATION SIDEWALK 26 0.40' MGG. BASE COMBINATION SIDEWALK 342 342 TYPE "B' CURB & GUTTER _ J 1_ 0.50' CAS. (95% REL COMPACTION) 3=-0.2 TWE "B" CURB & GUTTER PER CITY STD ST -9 I 5-0. % KOYUK RIVER STREET _ -_ L31.42 �. _ S�i:tB% PER CITY STD ST -9 ! L 01.42 --_ - %1.09 �- PROPOSED EAST F~iowuNE PROFILE ` STA. 14+55 TO END - 34U 6 '---- SDI 07 I. ,. + .. PROPOSED EAST FL04NE_PROFLE 87' ',. FIL ELEV !343.22' �._ ____ ._.___ B.C.k. �� 1.. - - NORMAL F.L'ELEV=3H ':. _'__--- 336 CITY RECORDS NO: I i DEPRESSED F.L -__�.__ELE"36.76'-INV.. ELEV341 70' 18-NW--:�-__-- E.0 R. F.L ELEV. 3913.28• '. '. 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 STA. 10+00.00 C.L. TO 19+55.00 C.L. SCALE: 7" = 50' HORIZONTAL 1' = 5' VERTICAL LEGEND: LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION SCHEDULE: ABBREVIATIONS RI -I g FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'RI ffCnON UE 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 FL FLOALINE P.O.VC. POINT ON VERTICAL CURVE -1" - STOP A GL CENTERUNE B.V.C. BEGIN VERTICAL CURVE 113-1' - STOP AHEAD----- 'R7-9" - SECTION DESIGNATION O CONSTRUCT 4.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(LOCAL STREETS) ELEV ELEVATION E.V.C. END VERTICAL CURVE - NO PARKING / BIKE LANE S1fEET WHERE 2 CONSTRUCT 5.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(MOUNTAIN VISTA DRIVE) B.C.R. BEGIN CURB RETURN P.I. PONT OF INTERSECTION 'R81(CA)' - BIKE LANE "R81B(CA)' - END SEC-; rs WHORE O3 PROTECT -IN-PLACE E.C.R. 8C END CURB RETURN PRC PONT OF REVERSE CURVATURE CURVE PCC PONT OF COMPOUND CURVATURE - `WI -6'(L) - DIRECTING LEFT "WI-C(R) O CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, EC ND END ECURVE TC TOP OF CURB -DIRECTING RI(NT ARROW 'W31(CA) ® NEM OF WORK -SEE CONSTRUCTION SCHEDULE CURRENT EDITION. PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT - END OF VERTICAL CURVE PC FINISH CONCRETE ---o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS NOTE O EXISTING TO BE REMOVED P.O.C. PONT ON CURVE FC FINISHED CONCRETE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -9 PAL PROPERTY LINE R/W RIGHT-OF-WAY ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PANT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT DRAIN PLANS PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O7 SAWCUT AS INDICATED ON PLAN OR AS DIRECTED BY CITY ENGINEER. F.O.C. FACE OF CURB C/G CURB AND GUTTER ALL TEMPORARY STRIPING SHALL BE NON-THERMO'LAS'IIC. CN.S. COMPACTED NATIVE SOL CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER NOTES: O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STM. D-14, UNLESS NOTED OTHERWISE. W-31(CA) SIGN AND OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF 1. SEE SEVEN AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE C 1 EXISTING SURVEY MONUMENT -- s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. OVER (0.40' OR AND SALVAGE SIGN 'ATH CONSTRUCTION OF ADJACENT TRACT/PHASE. FURNISH ffi INSTALL STREET SIGN PER G0.8 STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 0.55') AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C-O.B. SID. ST -13. O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. ST -7 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1.3. BERKSHIRE ROAD & MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.30° TYPE ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. "B' A.C. OVER 0.4' AGGREGATE BASE OVER 0.8' COMPACTED O.G. TO PAINT 12" OMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD -a- FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B.COMPACTED TRACT BOUNDARY TO 95% RELATIVE DENSITY PER COO STD. ST -13. TO SPECIFICATION PTH-02ALKYD. STANDARD OR APPROVED EQUAL----�_-� 4. ALL CATCH BASINS TO BE TYPE "A1 WITH 3.5' OPENINGS PER CO.S. STD. a FURNISH & INSTALL STREET UGHT-9500 LUMEN PER ® 1® a® e WINES s PHASE BOUNDARY D-14, UNLESS NOTED OTHERWISE 1T RELOCATE C.O.B. SRI. ST -14. _ _ _ _ CENIERLIME 5. ALL POWER POLES TO BE REMOVED & RELOCATED UNDERGROUND. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS COORDINATE APPUCATI(N OF RELOCATION WITH PG&E. PROJECT PILASTER PER LANDSCAPE PLANS -- - STREET RIGHT-OF-WAY 6. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCT DRIVEWAY PER C.O.B. STD. ST -7. 'h 'h EDGE OF PAVEMENT CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 13 WOODEN RAIL FENCE PER LANDSCAPE PLANS 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A ---------------------- SAW CUT DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0'70 EACH SIDE OF 14 WOODEN TRELLIS PER LANDSCAPE PLANS APPROACH AND CROSS GUTTER 358 356 354 352 350 t� f r 348 yN a O z Vw 346!" V a F- M of M r 344 o O Z 0 I Q J P U 342 J W (O - --I -- - it 340 ff m m 338 19+00 20+00 21+00 3'V y W T_ � - - - 358 �p� m 356 > - I - 354 0 w nrt---- �m < - 'II - 352 N -- 350 rc -- CID 1 + a 348 nI[ I I I 346 I T --T -T - 344 I 1 - -- - 342 H ca W - - - 340 cr - g 5 -- - 338 } O -- - :� --- 19+00 00 2 20+00 21+00 c 6 12' 1 18' 18' 12' R LL 0 I 1 i I w w z I I N 2.0% 2.0% 2.0% 20% PROPOSED 4.5' PROPOSED 4.5' COMBINATION SIDEWALK 0.20' A.C. COMBINATION SIDEWALK TYPE 'B" CURB & GUTTER 0.55 AGO. BASE TYPE 'B" CURB & GUTTER PER CITY SID ST -1 0.50' C.N.S. (95% REL COMPACTION) PER CITY STD ST -1 KOYUK RIVER STREET A STA. 10+00 TO 14+55 8 SCALE 1'=10' -- R=36 T.I =4.5 % R, w 12' 1 18' 18' 12' 1 I w m I i I of J I cai �' I I of I 2.0% 2.0% 1 2.0% 2.0% PROPOSED 4.5' PROPOSED 4.5' 0.20' AC. COMBINATION SIDEWALK 0.40' MGG. BASE COMBINATION SIDEWALK TYPE "B' CURB & GUTTER 0.50' CAS. (95% REL COMPACTION) TWE "B" CURB & GUTTER PER CITY STD ST -9 KOYUK RIVER STREET PER CITY STD ST -9 i� STA. 14+55 TO END 6 SCALE 1"=10° _ /' /' wF (.l Y) t 4' R=48 11,4.511,4.55 r CITY RECORDS NO: t� f r = yN a O z Vw V a F- M of M r N o O Z 0 I Q J P U J W (O � m U C O �w ff m m 3'V y W r � 6 �p� h 0 N rc a I nI[ I I I W W 3 H ca W cc W a cr g 5 } O :� 00 2 c 6 W co R LL 0 E.C.R. PHASE 1 STA. 10+3800 C.L. 1800 LT. - a. C, STA. 10+3800 F.L STA. 11+99.59 C.L. 18.00 LT. _ E.C.R. STA. 11+99.59 F.L FC. _�II _. �u$r-t•� `__ '- '<o _�II _ �umnJ-t- - STA. A. 12+15.01 15.01 Cs°. L y_d _ 2oni1'•l.3/I6T yLT, S *" -w Q ' ® 7IN,QI/EDQRSSINTERSECTIONPO/P PNc�y'PQ`J'♦ -�\ II,iI 3�r�, IIIIII ®STA. TA. 10+4-2.2_0 C.L L 18.00 8 0D_0 LT, S= STA 72+15.49 EL STA. 3+05.00 C.L. LAKE GARDA STREET a 10#220 F.L. 27 28 52 STA 10+�.� C.L. BI17VBUSH AVENUE I C.L. CATCH BASIN Na 03 53 STA. 10+49.95 C.L. 1&00 LT. STA_ 11+49.95 eIC.R. NORMALF.LELEV. 342.87 - 4 0m� I 1- 2' . . 2 18 8 48 54 DEPRESSED F.L. ELEV. 342.70 .00 F.L I t2STA 12+62 56 71 4 55 TYP 9 11+OD NNeff2 + 12+47 - .. , -N 00 .pry N - m n - J 0 2 _____ m - r w - i "_--_-_ - KH709 30 4 PHASE 2 0 PHASE 1 r a I I 4 - --r -- 4 N i r 3� Yz 46 Z< 29 �$ LAKE BRACCIANNO AVENUE J i 56 �1 1 30' 3o EC.R 57 I -f+" 70 j c�ig Y a E.C.R. w 3- 1 s a m (SEE SHEET 7) �+ a III I moo' �m STA. 10+36.00 C.L. 18.00 RT. = BREITENBUSH AVENUE gm STA 10+36.00 C.L. 1800 RT. Y W BREITENBUSH AVENUE sr STA. 10+38.00 F.L (SEE SHEET 6) J STA. 10+39.00 F.L. YUKON RIVER AVENUE j J X13 (SEE SHEET 6) B.C.R. (SEE SHEET 5) STA 12+50.00 C.L. 18.00 RT = 0.8 $ $ J J G o STA. 12+6200 C.L. 18.00 RT = ti ti STA. 12+50.00 F.L. 4 -4 . So + STA 12+6200 F.L. N on N LAKE GARDA STREET NN COW CREEK WAY �N STA. 10+00.00 C.L. TO 13+05.00 C.L STA. 10+00.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL E.C.R. n n n P.R.. GB. TA. 10+38.00 C.L. 18.00 LT. = A. 13+19.85 C.L. 29.17 LT. _ z 74 STA. 10+38.00 EL � m � o STA. 13+2286 F.L. W U U `ti IID. !I I PHASE 1 Jo oLLLL 4J 3 ey`a a_; a$ 12' 18iB' I 3': W 'aLL o o vi vi ¢4 �: m Dry M �"' <' $p $I 3 CJI O$ N ++I$ W $ JI NN @1 QN �� 6�=P. Y I 'o vi �a ++ 3 F ^�I+oa4 ++ vii ++ 5 ,+2 U 73 I 12' 1 0` m1 0o Q +i�� V O + N ?<Y F it, 88 I 4 F < FID1 V~IN IN Q YiNl-/1 < mNi7l AA'Q; 1 I KH70:J aF, 1 C2 al A m (TYP) 9 11+00 1 12+00 m 13+00 I STA. 133 +92.00 C.L. I _ �_ - STA. 14}2252 F.L-W -_-_ 500'48'09"W 350.00'- � � - STA 14+2252 F L E 72 I w r m8 r3LL I�vi r3 / 4x03T RD g d vi o 8 ,'oo ++ +010 9 IN o 1I FB ERKSHIRE ROAD YUKON RIVER AVENUEa dJJ (E SHEET 3) (SEE SHEET 5) M. mw ww ti ++ N ++ $$ i�r Pc+a P.R. G.. E.C.R. N vi v2 w v, y STA. 13+19.85 C.L. 29.24 RT = STA. 10+38.00 C.L. 18.00 RT. _ ¢-' F ' ++ �i r a. STA. 13+2292 F.L. STA. 10+3800 F.L m in w ,; '^ `v ®.. 356 354 CURVE - Y LENGTH - - -J 354 354 Cl 37.00' 15.90' 354 O T s 24.3712" C2 37.00' 29.63' 15.66' 4552737" C3 ` 99.66 354 352 Fj - W + y g W�T - ITTT- T 352 352 j 1 -I -- x - -I -- -i - ter- --II 352 2.0% 1I 2.0% PROPOSED 4.5' I COMBINATION SIDEWALK w W = TYPE "B" CURB & GUTTER ( 352 350 PER CITY SID ST -1 w 350 350 ---- -' - --- - g L ----� 350 g R=48 Ll.=4.5 12' 18' 1 18, I I I w 350 r- 348 z '-1 - N - 348 348 - +M a �® w €rGReDwrPR(roil� I - 3� 2.0X ti ®vast owuwE o o-- - _ T FI oxuNE zQ o ;- o o w- I� <E�--- a z U z 348 348 - �I o -� TWE 'B' CURB & GUTTER - 346 346 PER CITY STD ST -1 NN a- - LAKE GARDA STREET - m 1---- - 346 tIQ %81 PHASE 2 g -I --- - --' - - --+o 346 - 344 - Q iT - - - 344 344 - f S#0.25% t --- 344 _ 3 0.44X I ' mE� 344 - 4 U _ - 342 342 = - - �I - z 342 j l PROPOSED WEsrFl.OWWNE PROIiLE342 340 PROp95ED WEST'-0.25R� R owur PROFILE T Y� a 340 340 - DO 340 I_ J I- 3� 338 - - -' -- -I 338 338 - - - - - _ 338 338 336 336 336 '� i 1 -� 336 PHASE 2 I PHASE 1 � ( 336 334 -- _ 334 334` -- --_ _ _ _ 1334 9+50 10+00 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 13+50 STA. 10+00.00 C.L. TO 13+05.00 C.L. STA. 10+00.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1"=5i $ VERTICAL 354 354 1 VERTICAL - 354 356 s -I- J 4352 wNgm l, 1 354352 352 350 ' -II -- 0 350 350 �5' I 350 352 - W. ro EX GROUND PROFILE _._ f -_ r --.- -.W-`__ , -'.,, 348 346 I'-_ -Ia7� - o l-�I--M. GROUND. PROFILE _-- _- fEAsr FLowuN� -... .__-� 348 350 -, �- -- o < . T 4 0 Flo E o --!-- ®� __.-i-- 346 346 `_� < _ -- �_- - d h --m v`r _.. -{ -.--- 346 348 344 - _ Z +- -S +-. �- --i - -~ J 344 II-- 344 - -_-`i r ---+,--I �J s=o'zsX - t ! 0 -- 344 - - - - '' 342 -- s o.35x �� ----7 342 342 I� i J--� _ -I'I 344� 342 340 I ROpQ$@.TJ14YA1NE PROFlIE I� = -I � 340 340 I� w PROF, EnsT F owuNE PRONLL 0= __. �� - I� Y � � 340 342 - 1 338 � -- I I I I ._.- -- _I 338 338 lig _338 340 3361 - -I ------�I, -_I- � r : -- - 336 336 - -336 338 339+50 __ PHASE 2 __ , PHASE 1 339+50 ` -1 -- _� - - I 336 - 334 ` 10+00 11+00 12+00 13+00 13+ 0 t0I00 11+00 12+ 00 13+00 13+50 9+50 10+00 STA, 10+00.00 C.L. TO 13+05.00 C.L STA. 10+00.00 C.L. TO 13+00.00 C.L. LEGEND: SCALE: 1" = 50' HORIZONTAL LEGEND (CONT.) LEGEND (CONT.): SCALE. 1" = 50' HORIZONTAL CONSTRUCTION SCHEDULE: ABBREVIATIONS 1" = 5' VERTICAL RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.0.8 STD. "Rt T-19: SECDON UETTER�.� 1" = 5' VERTICAL O CONSTRUCT TYPE "B' CURB &GUTTER PER C.O.B. SID 5T-1 FL C.L FLOWLINE P.O.VC. POINT ON VERTICAL CURVE CENTERLINE B.V.C. BEGIN VERTICAL CURVE -1" -STOP "W3-1" - STOP AHEAD "R7-9" - - - - - SECTION DESIGNATION 2 O CONSTRUCT 4.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(LOCAL STREETS) ELEV ELEVATION E.N.C. END VERTICAL CURVE - NO PARKING / BIKE LANE SHEET 2 CONSTRUCT 5.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(MOUNTAIN VISTA DRIVE) B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTIONSECTION R BI(CA)" - BIKE LANE "R81B(CA)" - END IS SHOW I PROTECT -IN-PLACE EC.R. BC END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "WI -6"(L)- DIRECTING LEFT WI O CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, EC END CURVE TC TOP OF CURB" V11-6"(R) -DIRECTING RIGHT ARROW "W31(CA)" - END ® ITEM OF WORK -SEE CONSTRUCTIONSCHEDULE CURRENT EDITION. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OS EXISTING TO BE REMOVED P.O.C. OF VERTICAL CURVE FC FINISH CONCRETE POINT ON CURVE FC FINISHED CONCRETE _ STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. All PERMANENT © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -9 PA PROPERTY LINE R/W RIGHT-OF-WAY 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. E.P. F.O.C. EDGE OF PAVEMENT A.P. ANGLE POINT FACE OF CURB C/G CURB AND GUTTER DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. O7 SAWCUT AS INDICATED ON PLAN OR AS DIRECTED BY CITY ENGINEER. C.N.S. COMPACTED NATIVE SOIL CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5' OPENING PER NOTES' ® INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.0.& STD. D-14, UNLESS NOTED OTHERWISE. W-31(CA) SIGN AND OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE C.� ♦ EXISTING SURVEY MONUMENT s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20° TWE "B" A.C. OVER (0.40° OR AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. -+- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0.55°) AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. ST -7 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1.3. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. BERKSHIRE ROAD & MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.4' AGGREGATE BASE OVER 0.8' COMPACTED O.G. TO -'�- FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. a -_�- - -COMPACTED -- -� TRACT BOUNDARY TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. STANDARD OR APPROVED EQUAL 4. ALL CATCH BASINS TO BE TWE "A" WTH 3.5' OPENINGS PER C.O.B. STD. -8- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER 1=1 11=11 M PHASE BOUNDARY D-14, UNLESS NOTED OTHERWISE. 11 RELOCATE C.O.B. STD. ST -14. __ _ _ _ _ _ CIEN1ERUNE S. ALL POWER POLES TO BE REMOVED & RELOCATED UNDERGROUND. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS COORDINATE APPLICATION OF RELOCATION WITH PG&E. 0 PROJECT PILASTER PER LANDSCAPE PLANS STREET RIGHT-OF-WAY 6. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCT DRIVEWAY PER C.O.B. STD. ST -7. •& 'u EDGE OF PAVEMENT CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 73 WOODEN RAIL FENCE PER LANDSCAPE PLANS CURVE TABLE --------------------- SAW CUT 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 14 WOODEN TRELLIS PER LANDSCAPE PLANS APPROACH AND CROSS GUTTER. SCRIVIA COURT 50' 25' SCA 0' 1' 50'O 100' 11+00 STA. 10+00.00 C.L. TO 13+50.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 CURVE RADIUS LENGTH TANGENT DELTA Cl 37.00' 15.90' 8.07' 24.3712" C2 37.00' 29.63' 15.66' 4552737" C3 42.06 99.66 103.65 1355237" SCRIVIA COURT 50' 25' SCA 0' 1' 50'O 100' 11+00 STA. 10+00.00 C.L. TO 13+50.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 13+00 14+00 STA. 10+00.00 C.L. TO 13+50.00 C.L. SCALE: 1" = 50' HORIZONTAL ' 1" = 5' VERTICAL 12' 18' 1 18' I 1 I w z � I u, I 1 20% -� 2.0% 1I 2.0% PROPOSED 4.5' 0.20' A.C. COMBINATION SIDEWALK 0.40' AGO. BASE TYPE "B" CURB & GUTTER 0.50' C.N.S. (95% REL COMPACTION) PER CITY SID ST -1 TYPICAL LOCAL STREET/ i1 LAKE GARDA PHASE 1 g NOT TO SCALE R=48 Ll.=4.5 12' 18' 1 18, I I I w u, I I 2.0X 20% 2.09< PROPOSED 4.5' COM9INAI ON SIDEWALK 0.20• AC. 0.55' AGG. BASE TWE 'B' CURB & GUTTER 0.50' CICS (95X REL COMPACTION) PER CITY STD ST -1 LAKE GARDA STREET %81 PHASE 2 g NOT TO SCALE R=36 TI =4.5 20% PROPOSED 4.5' 356 354 352 350 348 346 344 342 340 338 336 15+00 COMBINATION SIDEWALK - TYPE "B" CURB It GUTTER PER CITY STD ST -1 12' I I PROPOSED 4.5 COMBINATION SIDEWALK 3� N ill o 356 354 352 350 348 346 344 342 340 338 336 9+50 10+00 6 INTERSECTION INTERSECTION STA 14+67.74 C.L. CHETCO RIVER STREET = STA 0 C.L.10+00.0CHETOO RIVER STREET = x x n STA 18+02.94 C.L. BERKSHIRE ROAD STA 16+00.00 C.L YUKON RIVER AVENUE B.C.R. EOR. S TA. 14+03.78 C.L 20.00 LT. _ $ 8 STA. 10+38.00 O.L. 20.00 LL = „_ N STA 14+03.78 F.L. N STA. 10+36.00 F.L. J .lam >�� 003 "_ WLL4. 64 QIO NLS, j0 0O'n 3LL VILL � (>,i 30 30' >$$� _>o I b ten$ ++I�>$ $', n6', 16 o) gg >$ol 00 18 a K K 112' 16 17 00 X16' 12' +0+1 + I Y# .-da alm +a ^I U�� AT 15 4 4 tiN mm I� C1 �' 11+00 1 12+00 N00'48'09'E 467.74' 13+00 14+00 ® C a _ (rYP) 9 'ME' C7 I 22 .I We 11,$�>ob>o p� 1$ $ >o V�V��>g �l a s� Z O gOOO h pO $ hp0 O Ig POO PA 1 I 1I m'I I + ^ + * oN+ N N N N N+ j + 1 + F n V Zi I 24 23 22 , f - ^ 21 4^ d LL 20 19 Y o F a F a F 64: a 0 a $ YUKON RIVER AVENUE .c.R. m ' m m 88, $8 iG 8n N ti C3 1 (SEE SHEET 5) STA. 10+3600 C.L. 20.00 RT. = �$ 'q'$ ++i -1, 13' j77 34 a 34 '7T STA. 10+3800 F.L n a+i "++^ _ _ o LL NN w/I-1 �n mo mo �! BERKSHIRE ROAD CHETCO RIVER STREET MO. (SEE SHEET 3) STA. 10+00.00 C.L. TO 14+67.74 C.L SCALE: 1" = 50' HORIZONTAL 11+00 12+00 13+00 14+00 STA. 10+00.00 C.L. TO 14+67.74 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL 356 354 352 350 348 346 344 342 340 338 336 15+00 INTERSECTION STA. 13+00.00 C.L. LAGO PUOGNI STRF17 = B.C./G.B. PRC INTERSECTION STA 19+20.00 C.L YUKON RIVER AVENUE STA. 15+93.29 C.L. 1&00 LT. = A. BREITENBUSH AVENUE STA. 10+00.00 GL LAGO PUCCINI STREET = STA 15+93.29 Fl. STA. STA 16+20.00 C.L.BREITENBUSH AVENUE E.C.R. SEE SHEET 6 STA. /3+3800 C.L. 18.00 LT. _ 1 STA. 13+3800 F.L. y. B.C.R. YUKON RIVER AVENUE x LL STA. 12+62.00 C.L. MOO LT. = SEE SHEET 5 I . STA 12+62.00 F.L 30' 1500' I x-11 rJ JI JI ' JH oo, n g I LL 3LL LLT 3LL LLI > 3LL+`l r 3" "1 + } 43 i J� 62 $ 63 12'- ie' 1900' 12' 25 mg $I ao 26 8 200 oo $I �$ 28 0) 2 n 8 8 m l o STA 10+55.00 C.L 78.00 LT. _ -- w rn z STA. 10+55.00 F.L .o+++ , 1� 4 42 Vl m - ... C5 n Og 11+DO 1 300.00. m . .r2+00 .- C1 f. C1 -- 1q®p. .. 1 .. ..ts+o0 1s+00 ..,.. .. +.. - - -I- -_-+- '500.48'os'w -.�.. ® 650.00' 35°_°° _ --�- F-- -. + --- -.. m (TVP) 9 C3 ^ $ n - 6yF 3Q -- - ^ ---- - ---- --- - ----- -- - ---- =--- �r 7 "O� �p 4 WILL w�w LL 3LL �LL w��vi QLL y ox a m I o Im oN I In Om + F b++ + OFVrnI b"aA 0FNN �IaIn Mn tO - 40 39 1 1 35 1 3238 37 36 34 33 ^ hIIKIemo+nO. " a G.B. STA 13+46.21 C.L. 16.00 RT. = STA 15+93.29 C.L 1800 RT. _ P.R.C. STA. 11+05.41 C.L. 1800 RT. = STA 13+54.37 F.L STA 76+01.45 F.L STA 10+89.99 C.L 21.36 RT. = STA 11+13.57 F.1 - STA, 10+97.67 F.L. .LSTA'°+97.67F.L LAGO PUCCINNI STREET STA"16+19.85C.L29.24FIT .= STA. 10+00.00 C.L. TO 16+50.00 C.L. STA 16+31'07 F.L. SCALE: 1" = 50' HORIZONTAL 356 354 352 350 348 346 344 342 340 338 336 9+ 16+22.92 F.L SEE SHEET 3 30 li e I � 1 I gO.E� i ♦ y4P• 12 ill x� I 13 ) R7-9 1 STA. 16+92.00 C.L STA. 17+30.68 F.L-E - r Sr,� � STA n+z2.sz FL -w F<. 1 I 1 { I I it C' 31 SCALE: 1" = 50' 50' 25' 0' 50' 100' 356 354 352 350 348 346 344 342 340 338 336 -00 356 354 352 350 348 346 344 342 340 338 336 18+00 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1.3, SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS RADIUS BERKSHIRE ROAD & MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.30 TYPE TANGENT 356 2'0% 20% 2.0% 20% 20.00' 90'00'0°' C2 B° AC. OVER 0.4' AGGREGATE BASE OVER 0.8' COMPACTED O.G. TO 47.10 POINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD 89'56'55" -t- 84.00' -�' FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. 356 69'3712' COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -13. 10 SPECIFICATION PTH-02ALKYD. 15.66' 4552'37' STANDARD OR APPROVED EQUAL L 56 354 4. =2354 .3 -�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER PHASE BOUNDARY V D-14, UNLESS NOTED OTHER'MSE. 11 RELOCATE PROPOSm 4.5' PROPOSED C.O.B. STD. ST -14. 5. ALL POWER POLES TO BE REMOVED & RELOCATED UNDERGROUND. COMBINATION SIDEWALK Q20' A.C. AIS COMBINATION SIDEWALK LK m _ _ _ CENTERLINE 354 I I 352 12 PROJECT PILASTER PER LANDSCAPE PLANS TYPE '8' & GUTTER 0.407 AGO BASE TYPE "B° CURB & GUTTER a o STREET RIGHT-OF-WAY 6. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE T S TO ST -1 CITY PER O 0.50' GN.S. (95% REL COMPACTION} PER Ott STD ST -1 ' ✓. ✓. -- - -- CONSTRUCTED TRUE TO GRADE AND CROSS BECKON AND COMPACTED TO - -- 'WOODEN RAIL FENCE PER LANDSCAPE PLANS W � - 352 w ��--! N W w-- R w - - 352 350 flea I m M_ - - -- - - m n - g *� ------ 8 - > n w -- S T 35 0 m - S o �_ v - o J }- -1 cj 350 o I m z- - F m -- 6 - o r_ -_. --- N- - g `, -- 348 ci - ci - - ,>�„ ci * 4-- = -�+ 48 3 WI -----'-- 1 j ---f__--_ !. GRouldp PROFILE -- - - --- --- --- N =99.66' �� IXj O20UNDPROFlLE -- m+n - ci^> o w� --r _ 346 - zo - ---- - s o.zs% --- ;i -_ - - - - 3 - - - s - -- - -- - -- --, -- - - - - �'--- r s z4z - - - -- - s 344 0 x_ �L. - - -� m 344 342 - -�--- WI - o ''---- a o% - --- T ----�' ---- ----'---------'-- -'-90- EA*�r - -------- -- --I' - - - 342 !-. -...-. ..- _PRdpasED Ensr_FLowuNE_-- -, i --' -- - •,- -; 342 340 ---- _-. --.--- --- - --'_- ------ !----- .- - - --- -.. -- 340 340 _ v �� - 338-� 340-- -- --� - - - - - }�4 0 9+50 10+00 11+00 12+00 13+00 14+00 15+00 a w ad STA. 10+00.00 C.L. TO 14+67.74 C.L. ' W �- a ELM SCALE: 1" = 50' HORIZONTAL 336 ----' i. -' -1-- -'� - -�- - - - --- _. -.-_. 1_.--- 1' = 5 VERTICAL 9+50 10+00 go 11+00 12+00 13+00 14+00 15+00 16+00 17+00 LEGEND: LEGEND (CONT.) LEGEND (CONT.): CONSTRUCTION SCHEDULE: STA. 10+00.00 C.L. TO 16+50.00 C.L. V ABBRENAIMS RI -I FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: JL 'Rt SECTOR LEITER 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 SCALE: 1" = 50' HORIZONTAL FL FLOWllNE PBN.C, POINT ON VERTICAL WRVS -7' - STOP A �---- 1" = 5' VERTICAL Til = T C.L CENTERLINE B.V.C. BEGIN VERTICAL CURVE '003-1' -STOP AHEAD 927-9° -- BECTON DESIGNATION ® CONSTRUCT 4.5 STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(LOCAL STREETS) 0 ELEV ELEVATION E.V.C. END VERTICAL CURVE - NO PARKING / BIKE LANE °RBI(CA)' SHEET WHERE 2 CONSTRUCT 5.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(MOUNTAIN VISTA DRIVE) B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION - BIKE LANE 92818()° - END ffCTIDN IS SHOWN O3 PROTECT -IN-PLACE E.C.R. BC END CURB RETURN BEGIN CURVE PRC PCC POINT OF REVERSE CURVATURE POINT OF COMPOUND CURVATURE °WI-6"(L(L) - DIRECTING LEFT '001-6°(R) O1 CURVE NUMBER FOR CURVE DESCRIPTION ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A86A, EC END CURVE TO TOP OF CURB - DIRECTING RIGHT ARROW `01(CA)' ITEM OF WORK - SEE CONSTRUCTION SCHEDULE ® CURRENT EDITION. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -END I EXISTING TO BE REMOVED OF VERTICAL CURVE FG FINISH CONCRETE nNOTE: STORM DRAIN -REFER TO SEWER d STORM DRAIN PLANS P.O.C. PA POINT q6' CURVE PROPERTY LINE FC R/W FINISHED CONCRETE RIGHT-OF-WAY STORM DRAIN MANHOLE - REFER TO SEWER & STORM SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -9 E.P® OF PAVEMENT A.P. ANG£ PONT DRAIN PLANS PER ION PTH-02ALN STANDARD SPELL 72 18 18 12 F.O.C.FACE .O. FACE OF CURB C/G CURB AND GUTTER TEMPORARCALTRANSY BE ST ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. O SAWCUT AS INDICATED ON PLAN OR AS DIRECTED BY CITY ENGINEER. (CHETCO RIVER) 20' (CHETCO RIVER) I 20' (CHETCO RIVER) 10' (CHETCO RIVER) I C.N.S. COMPACTED NATIVE SOL CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER�,IO �` IFS• B O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH 110 I I O FURNISH d INSTALL SURVEY MONUMENT PER C.O.B. SIO. ST -13. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE W-31(CA) SIGN AND OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF z 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE z (d. ♦ EXISTING SURVEY MONUMENT s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER (0.40' OR AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE o p j T FURNISH & INSTALL STREET SIGN PER C.O.B. S. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0.55') AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO d 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. ST -7 356 354 352 350 348 346 344 342 340 338 336 18+00 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1.3, SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS RADIUS BERKSHIRE ROAD & MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.30 TYPE TANGENT DELTA 2'0% 20% 2.0% 20% 20.00' 90'00'0°' C2 B° AC. OVER 0.4' AGGREGATE BASE OVER 0.8' COMPACTED O.G. TO 47.10 POINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD 89'56'55" -t- 84.00' -�' FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. - TRACT BOUNDARY 69'3712' COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -13. 10 SPECIFICATION PTH-02ALKYD. 15.66' 4552'37' Z� STANDARD OR APPROVED EQUAL 4. ALL CATCH BASINSOT TO BE HYPE "A° WITH 3.5' OPENINGS PER C.O.B. STD. ' -�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER PHASE BOUNDARY V D-14, UNLESS NOTED OTHER'MSE. 11 RELOCATE PROPOSm 4.5' PROPOSED C.O.B. STD. ST -14. 5. ALL POWER POLES TO BE REMOVED & RELOCATED UNDERGROUND. COMBINATION SIDEWALK Q20' A.C. AIS COMBINATION SIDEWALK LK -.. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ _ _ CENTERLINE COORDINATE APPLICATION OF RELOCATION WITH PG&E. 12 PROJECT PILASTER PER LANDSCAPE PLANS TYPE '8' & GUTTER 0.407 AGO BASE TYPE "B° CURB & GUTTER a o STREET RIGHT-OF-WAY 6. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE T S TO ST -1 CITY PER O 0.50' GN.S. (95% REL COMPACTION} PER Ott STD ST -1 CONSTRUCT DRIVEWAY PER C.O.B. STD. ST -7. ✓. ✓. 2 CONSTRUCTED TRUE TO GRADE AND CROSS BECKON AND COMPACTED TO 13 'WOODEN RAIL FENCE PER LANDSCAPE PLANS W � CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90'00'0°' C2 30.00' 47.10 29.97 89'56'55" C3 84.00' 10207' 5840' 69'3712' C5 37.00' 29.63' 15.66' 4552'37' EDGE OF PAVEMENT 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A ---------------------- SAW CUT DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0'TO EACH SIDE OF 14 WOODEN TREWS PER LANDSCAPE PLANSM n I TYPICAL LOCAL STREET APPROACH AND CROSS GUTTER. 10 NOT TO SCALE R=48 T.i =4.5 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C6 42.00' 99.60' 103.63' 13552'37° C7 30.0°' 47.15' 30.03' 90'03'05' C8 37.00 58.17 37.00' 90`10'00' s N 0 N Ow > Z� V a m 0 f-rn o o Q F u N o 2 a o g Q J U 2 % `u 3 0 J W � 0 � N W R m y) *� m �+s �570��P S w m 0 N H Lu N v R }�4 0 J a w ad ' W a ELM ui j go go $ _ V 3 O Til = T W 12 LL 0