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HomeMy WebLinkAbout1.1-6448 11 Record DrawingA.C. PAVING TESTING NOTES: SP7 -39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). 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. 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 -2.029 AGGREGATE, OF THE SPECIFICATIONS FOR 3/4 MAXIMUM, MEDIUM GRADING, ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL. BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER, THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM - REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER 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. AT LEAST 14. DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATES} IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-•- 2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT 'BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL.. BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39- -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT, A PRIME COAT WILL NOT BE REQUIRED ON NON - -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, " SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 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. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSEC11ONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING, ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP --OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 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 AND ALONG THE LONGITUDINAL DROP --OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 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. 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. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967, 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. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE, ALL GROUND AREAS SHALL. BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 957 COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. LEGEND: __E>_ FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER ABBREVIATIONS C.Q.B. STD. ST-14. FL FLOWIJNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR .BEGIN CURB RETURN PI POINT OF INTERSECTION FOR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT w JOHNSON ROAD OF VERTICAL CURVE FC FINISH CONCRETE P.O.C, POINT ON CURVE T.O.M. TOIL OF MANHOLE PA PROPERTY LINE R/W RIGHT --OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER i► FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -"13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. STANDARD NOTES, 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA,, DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY 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 -11, ST -13, ST -14, ST --19, D -14, D-16, T-1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER Os 50' 0. G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST- 9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. TO BE INSTALLED EXISTING 5. 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 _cD_ INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' POST TOP PER DETAIL HEREON. - B) INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS .SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1 -800 -- 227 -2600. 12. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT --OF --WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14, AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK "). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 16, ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT -OF --WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE STE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWAPP) 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 PROVISIONS OF SAID PLAN. VICINITY MAP. LEQEND __E>_ FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER TO SEWER AND STORM DRAIN PLANS C.Q.B. STD. ST-14. LORDS AVENUE EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS s EXISTING SEXIER LINE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS �-mmo* m m m m TRACT BOUNDARY CHAPAR ANON DRIVE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -�° "R1 -1" -- STOP '"R6-1* -ONE WAY "S5 °2" -END SCHOOL ZONE El AVENUE T N NYBANK MEN!& "R26(CA )* �- NO PARKING „��' -1 � -DEAD ENS SQFT W AVENUE HANDICAP RAMPS "W14 "R4 -7" -KEEP RIGHT -7" - DOUBLE ARROW 6 "Wt "R81(CA)" -BIKE LANE � °6 - SINGLE ARROW EA. W3 -3" ° SIGNAL AHEAD "WI-l" -CURVE ARROW r av w JOHNSON ROAD EXISTING CATCH BASIN EA. ArW 05 0 C AWNU E TIATA AVENUE z C) z STOC KDALE HWY a e PROJEC SITE VICINITY MAP. LEQEND __E>_ FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER TO SEWER AND STORM DRAIN PLANS C.Q.B. STD. ST-14. - SA- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS s EXISTING SEXIER LINE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS �-mmo* m m m m TRACT BOUNDARY PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -�° "R1 -1" -- STOP '"R6-1* -ONE WAY "S5 °2" -END SCHOOL ZONE El "R5 -1" -- DO NOT ENTER , W31(CA }" -END 8280 "R26(CA )* �- NO PARKING „��' -1 � -DEAD ENS SQFT "R3 -5R" -- RIGHT TURN QI+ILY -2 - NO OUTLET HANDICAP RAMPS "W14 "R4 -7" -KEEP RIGHT -7" - DOUBLE ARROW 6 "Wt "R81(CA)" -BIKE LANE � °6 - SINGLE ARROW EA. W3 -3" ° SIGNAL AHEAD "WI-l" -CURVE ARROW r CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. ce_ EXISTING CATCH BASIN EA. EXISTING TORM DRAIN MANHOLE (S EXISTING SEWER MANHOLE C EXISTING SEWER CLEANOUT LEGEND (CON I .): CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA REVISED STREET CONSTRUCTION PLAN; FOR 5TH SUBSTANTIAL CONFORMANCE VEST. TENT. 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TRACT No .h-UN " 1 � 4' � ' LOT t m i � f t �_._. LTRACT _ r7 o 3 KXJ Y C)ED '' t�,,V4; ; s �' ri ' r : r, : f °°� : y. x ,t°s�, r,...x .» TMi .g r # .� :°% ,f`e' , � jy j ( #,p GIRA w J. j ��... 4Yf� z:�. _ J is I- 2e,. � � f � ?�j n i KEY M AP f- d A SCALE: 1"=-200' ....� - _,____ - _ --.-.- .� _ �....,�... �. ____,.� _r~____ - _ ---=�� .. DENOTES SHEET NUMBER FOR STREET CANAL CROSS VALLEY PHASES 5 -12 WILL BE CONSTRUCTED CONSECUTIVELY. N.T.S. LIST MATERIALS, - ---®- - - D NEW STORM DRAIN LINE - DEFER UNIT 11 TO SEWER AND STORM DRAIN PLANS �- -�- - - - -� - - -- :1 -�--- ---� - -�-- EXISTING STORM DRAIN LINE CL. II AGG. BASE s EXISTING SEXIER LINE �•�• m m �-mmo* m m m m TRACT BOUNDARY ••• w• - - mm� -s -- goo= am PHASE BOUNDARY 1 CURVE NUMBER FOR CURVE DESCRIPTION (D ITEM OF WORK - SEE SCHEDULE El FLOWLINE STATION -r SEE TABLE ESQ CTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN ITEM UNIT UNIT 11 A.C. PAVING TONS 491 CL. II AGG. BASE CU YD 502 SUBGRADE PREPARATION CUYD 627 CURB AND GUTTER LF 2186 DRIVEWAYS SQFT 8280 SIDEWALK SQFT 6385 HANDICAP RAMPS EA 6 STANDARD STREET NAME SIGNS EA. 3 5800 LUMEN STREET LIGHTS EA. 2 MONUMENT ENCASEMENTS EA. 5 SAW CUT LF 72 .LOCAL STREET LENGTH LF 1108 TYPICAL CATCH BASIN LOCATION AT CURB RETURN. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF SOUTH RENFRt} ROAD AND CUUACAN AVENUE. ELEVATION = 356.34 PER CITY BENCHMARK BOOK FOR TRACT 4708 INDEX OF SHEETS SHEET 11LE 1. TITLE SHEET 2. BEACH ASTER DRIVE 3. YELLOW LUPINE DRIVE 4. MITE ALDER AVENUE N.T.S. 12" WIDE GROOVED BORDER PLANTER AREA PLANTEf 1 o" 0 r' µ AREAit ;� 0 -� ,- 6 " CON C. RETAINING ���� CURB TRUNCATED „ DOMES CONC. CURB HANDICAP RAMP DETAIL. A PER CALTRANS STD. PLANS A88A CASE F N.T.S. N 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 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 ^e%misC'^"rr!lm m1 im!Ai^ !% ^A1�TC!i it_%Tl/"%K1 APPROVED BY: R"' 6-30-14 OGER Aa M cI NTOSH R.C.E. 33322 EXP. 3 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 INDICATED AS "PRIVATE' HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12 -31 -13 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: TRAFFIC ENGINEER F ♦ O "tom, �i W pt) U .0 X LLI ,� (1>7 It ♦ O "tom, M RECORD, N I I I ' ,� W z C) Lu uj Q r cn � mm c> ca► CL T o Eva) W W o� M M t^ r r c Q M RECORD, N I I I ' - ­_ - - - - � - . I . � . - � . . _____ --- - . � - - . I I . - . , � - � - . - __ I . . 11 . 11 cb if �j I . �_ v- J_: -0- 0� _j 0 _j (00) I n:a /9`-4,�w . WITE ALDER C> d Cc> ip"o- 11 wo I . CF) nm �� �_z ,.--: wo TRO 00 . 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POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING * FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. , I Q EXISTING SURVEY MONU FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. --C:>- FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. I STANDARD OR APPROVED EQUAL. __�� FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. --,--, -I',---,-- EXIS11NG STREET LIGHT PER SEPARATE APPROVED STREET PLANS Now= CONSTRUCT 181 BOTTOM WIDTH DRIVEWAY W/31 WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) 12 13 14 LEGEND (CONTjo R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: a *R1-1` - STOP *S5-2* - END SCHOOL ZONE *R6-1" - ONE WAY 25.00 $ � . "W31("" - END *R5-1'9 - DO NOT ENTER ,-.A) 25.18" "W'14 1" - DEAD END *R26(CA)" - NO PARKING 0 0 *R3-5R" - RIGHT TURN ONLY W14-2" - NO OUTLET 39.09" "R4-7" - KEEP RIGHT " wi-7" - DOUBLE ARROW . 89*34151" *R81(CA)m - BIKE LANE "WI-6* - SINGLE ARROW � 1 0. 009 *W3-Y - SIGNAL AHEAD "W1-1* - CURVE ARROW - - 0 - D LI REFER TO SEWER n "A" STA. 12+81.23, 12.00LT. . - . CONSTRUCT CATCH BASIN TYPE FE PER C.O.B. STD. D-14. F-1 G_;;4� EXISTING CATCH BASIN r EXISTING STORM DRAIN LINE __ - - _____ D - . 5 I EXISTING SEVER LINE CD) EXISTING STORM DRAIN MANHOLE (S EXISTING SEWER MANHOLE Q EXISTING SEWER CLEANOUT �� = w moommm = ON mmws�m m a now= TRACT BOUNDARY . 15 16 * LEGEND (.00NTo)*,_ (D CURVE NUMBER FOR CURVE DESCRIPTION q) ITEM OF WORK - SEE SCHEDULE [j] FLOWLINE STA11ON - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICA11ON PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. SLQTION - DESIGNAM: SECTION LETTER L_ - - - - - - 2 SHEET WERE SECTION IS SHOWN 17 18 19 IV Q.0NSTRUCj1Qbj NOIES*, 0 CONSTRUCT TYPE "B" CURB & GU R PER C.O.B. STD ST-1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 C�) FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. ( ) SAWCUT EXISTING, E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHA TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. SIGN NTH CONSTRUCTION OF ADJACENT PHASE. ( ) REMOVE AND SALVAGE BARRICADE SIGN. (D TYPICAL POP-OUT - SEE DETAIL ON SHEET 3. ( ) TYPICAL CORNER - SEE DETAIL ON SHEET 3. ( ) CONSTRUCT HANDIC CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. qADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 0j) RM EXISTING ELEVATION � IN THE FIELD BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. . W 21 22 N 0 TE �.: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 3. ALL CATCH BASINS TO BE TYPE ""A"' WITH 3.51 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND SEWER CLEANOUT TO FINISHED GRADE. 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 '348 %O A" %J-rw � CURVE TABLE I .1 CURVE RADIUS I. LENGTH TANGENT DELTA 0 25.00 $ � . 39-459 25.18" 90'025*09" 0 25.00' 39.09" 24.82 9 . 89*34151" " `Z� I w � 1 0. 009 � 7.95 s ; 4.20' 45*34'23" - � , ' . � STA110NING TABLE REF. NO. DESCRIPTION C.L STATION . I . F.L. STATION .. 1 . B.C. STA. 10+47.27, 12.00LT. STA. 10+47.27, F.L. . M P.R.C. . STA. 10+54.41, 15.00LT. - I STA. 10+55.22,, F.L. . . g] E.C. - STA. 10+61.55, 18.00LT. . STA. 10+63.17, F.L. . 4 1 P.R.C. . � STA. 12+74.09, 15.00LT. STA. 12+76.52, F.L. .. - 31 E.C. � STA. 12+81.23, 12.00LT. . - . STA. 12+84.47, F.L. ' FE . - B.C. STA. 12+96.23i 12.0OLT. - . STA. 12+99.47, F.L. M 'P.R.C. � STA. 13+03.37s 15.00LT. . . STA. 13+07.4Z F.L. 91 - B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. [g] . P.R.C. - . STA. 10+53.87? 15.00RT. STA. 10+54.68, F.L. N E.C. . STA. 10+61.01, 18.00RT. ­ STA. 10+62.63s F.L. m P.R.C. I .. I STA. 12+32.06i 15.00RT. STA. 12+34.49s F.L. I R E.C. . I - I STA. 12+ . 39.219 12.00IRT. STA. 12+ 42.44s F.L. EN B.C. . I I � STA. 12+54.219 12,001% 1. STA. 12+57.44, F.L. 14 P.R.C. STA. 12+61.35, 15.00RT. STA. 12+65.39, F.L. 7w-17-w/Y �, ". . �� I - V - " I ... � . . , ; I , I , . � - - �1. I I I ... - �,� � ,� . 11 . .1 ,� �, I .. ... � , z . - - � , , '. _____ � - . - I I . . � 1 w-w800om227-2600 I I � . AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT L - NIA . - J . . . 11 \ \ \ , \ \ � *­ m '* . � � . . � - . . . � . 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RADIUS - LENGTH .. -- - � TANGENT DELTA . - [D 55.00� A, 81.81' 50.6V 8513"30" � @ 55.00 1 ' 81.01 * 49.861 W2,3'23* L �Q) ,-37.00 L t - 10.74' , 5.411 16"38117" 0 , 10.00' 7.95' 4.201 . 45*34'23" g - 37,00' 55.04' 34.04 2 , 1 8513'30" @ 78.00' 162.40' 133.191 11917'25" .. STATIONING TA13LE 13 14 � REF. NO. q I DESC. C.L. STA11ON I F.L. STATION - [D P.R.C. STA. 11+05.45, 15.00LT. ' .. STA. 11+06.25, F.L. - U] E.G. I STA. 11+12.59, 12.0OLT. STA. 11+14.20, F.L. - � . - El . B.C. : STA. 11+27.59, 12.00LT. ' STA. 11+29'.'20, F.L. � . 4 P-R,C. STA. 11+34.73, 15.0OLT. I - STA. 11+37.15, F.L. ­_ 151 P.R.C. STA. 11+62.10,, 15.00RT. - STA. 11+62.90, F.L. I 3] E.C. STA. 11+69.24, 12.0ORT. ' STA. 11+70.85, F.L. 91 B-CIA STA. 11+84.24, 12.0ORT. STA. 11+85.85, F.L. I L8j :: LP. R. C STA.. 11 +91.38, 15.00RT. I STA. 11+93.809 . F.L. - r- r%;-( &&_Iv)vJf ujIv)v1 wj I w cn witno Aga I t­ ��_, *ft- ft � 1)(n �% =) w mlv)v) I 0 m 0 1 R/W �_ 40<3 1�1 9�� F= q8 __4 _.� _Q�N 0 .6 - P 0 I i By to C.) 0 If. 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PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE * FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. -"-", � I- , `.- � 1',__,J EXISTING SURVEY MONUMENT I FURMSH & INSTALL STREET SIGN PER C.O.S. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. _<D_ FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. - 11---k FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST-14. ­< EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS IKE= CONSTRUCT 189 BOTTOM WIDTH DRIVEWAY W/31 WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) 12 13 14 0 LEGEND .(CONTA R1_1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: a. *R1-1 0 � STOP "S5-2* - END SCHOOL ZONE "R6-1 " - ONE WAY "R5-1" - 00 NOT ENTER "W31 (CA)* - END � . "W14-1" - DEAD END DR26(CAr - NO PARKING " m w 3 . "R3-5R" - RIGHT TURN ONLY W14-2 - NO OUTLET �! V "R4-7" - KEEP RIGHT so WI-7" - DOUBLE ARROW 0 _j '"R81(CA)" - BIKE LANE "W14" - SINGLE ARROW LA- "V-3" - SIGNAL AHEAD "W1-1* - CURVE ARROW - - D NEW STORM DRAIN LINE - REFER TO SEWER - - . AND STORM DRAIN PLANS "A" CONSTRUCT CATCH BASIN TYPE I S PER C.O.B. STD. D-14. n M4:1� EXISTING CATCH BASIN __. - - -.-- D -- TI LINE . I s . EXISTING SEWER LINE 10 � -11 EXISIING STORM DRAIN MANHOLE G EXISTING SEWER MANHOLE Q EXISTING SEWER CLEANOUT �� 0 a �� = m �� m a mm� TRACT BOUNDARY � am= w� wa� mmm � � � no PHASE BOUNDARY 15 16 LEGEND (CONTA (D ESCRIPTION (D ITEM OF WORK - SEE SCHEDULE - 1 FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS., ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC. SEc-ngN. DMQMTION,., SECTION LETTER . IL- - � - - . - - 2 SHEET WHERE SECTION IS SHOW 17 18 19 .6 * , 0 CONSTRUCT TYPE R C.O.B. STD ST-1 2 CONSTRUCT 4.5" STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 ( ) FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. 4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT PHASE BOUNDARY OF ( ) TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ( ) E BARRICADE SIGN. 7 TYPICAL POP-OUT - SEE DETAIL ON SHEET 3. ( ) TYPICAL CORNER - SEE DETAIL ON SHEET 3. ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 9 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. D M EXISTING ELEVATION CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. rIA zv 21 22_%r 5 %F 0 NQIES* 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 1 3. ALL CATCH BASINS TO BE TYPE '"A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND SEWER CLEANOUT TO FINISHED GRADE. . uj z ;9 0 , I R/W - I - . I - 7.5' - 4.5 p I -- - - 4 . AREA I �e � . ._j < I w 3 3t I �! V V) 0 _j LA- 1 2% . - - .. - - __ _ SIDEWALK 1 I S 11��_ to to Ir- Irl- to `,*�, 11 0 11 ni 00 01 P-1, (O 1 6 1 1 0 z I� I Ifn I Llaj I 0 1 1 1 --I I 0 j . I (n 1 $-: :;: w 0 i � a < is a: a x a &----.a A I , � . - . _�. Uboo L�7A�_ _..&, - q � � mm-m I - , - W -1 A& .. R/ 1.06 13.5" - 4.5" Op. � L � AREA I I I i%e _j < I. �g 1.01 � in I §! rn 0 1 _j U- I 2% 1 - - _ .- __ . ___ . "__j PROPOSED SIDEWALK PROPOSEDCURB AND GUTTER w z 9i 0- i� R W 7.5' 4.5 1 w- -_ m - LANDSCAPE I AREA 1 5 1 A I 0 1 IU5 2% 1 __ - I PROPOSED- SIDEWALK AND GUTTER - - - - .1 � 70--17ft*lq . 411� * li�l . I .� - �. . � ... all & 1-4 � , I I - I . .. 11 . . Call: TOLL FREE I . , L I 1 �800*=227-m2600 L I _ . . L � . . AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT ORNIA . � . - - mm"mm"m L ­ . .. w < n - >_ = = M ofivi I 1w_1 so ui 0 �pq w C.) ui 5; 5 I- w (..> W �- t.n C1 r- i� V) . cn m-, 6 ca d <5 6 cr uji m C�. w - a- ro) rol W Zz < CO 0 -RI.. - co 1* 1* 0 4D Cm) Irm 01" = cc f-- �" ONNOM04 � UJI z > :) am& 4pw% �- I W ct .0 Z a mm-4 I.- < > = z ej � UJI no cr. F%=4 1� a C� OZ a rmww4 a � W pmwmmmq (0 01"m Z tot Lu � c ....;� > D (L tu 1� m 0 0 mi w z z 4c 20 �: C) wo (=) 0 0 IL 1� cmmm) Z W 0 Lu mi 0 m Lu c:d .j fmw >. < 0) 1�_ . w z 10-0) cn co� in W> r co j W in W) v- cftmwo) im K) 0 x �_ � 10 a 0 < 0 0 44 = < . w lw I co , 1111 6 * . . , I ... : , "I .1 LL � 1. : : I . T,­ IL' i . . . 1. I . . R/ 1.06 13.5" - 4.5" Op. � L � AREA I I I i%e _j < I. �g 1.01 � in I §! rn 0 1 _j U- I 2% 1 - - _ .- __ . ___ . "__j PROPOSED SIDEWALK PROPOSEDCURB AND GUTTER w z 9i 0- i� R W 7.5' 4.5 1 w- -_ m - LANDSCAPE I AREA 1 5 1 A I 0 1 IU5 2% 1 __ - I PROPOSED- SIDEWALK AND GUTTER - - - - .1 � 70--17ft*lq . 411� * li�l . I .� - �. . � ... all & 1-4 � , I I - I . .. 11 . . Call: TOLL FREE I . , L I 1 �800*=227-m2600 L I _ . . L � . . AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT ORNIA . � . - - mm"mm"m L ­ . .. w < n - >_ = = M ofivi I 1w_1 so ui 0 �pq w C.) ui 5; 5 I- w (..> W �- t.n C1 r- i� V) . cn m-, 6 ca d <5 6 cr uji m C�. w - a- ro) rol W Zz < CO 0 -RI.. - co 1* 1* 0 4D Cm) Irm 01" = cc f-- �" ONNOM04 � UJI z > :) am& 4pw% �- I W ct .0 Z a mm-4 I.- < > = z ej � UJI no cr. F%=4 1� a C� OZ a rmww4 a � W pmwmmmq (0 01"m Z tot Lu � c ....;� > D (L tu 1� m 0 0 mi w z z 4c 20 �: C) wo (=) 0 0 IL 1� cmmm) Z W 0 Lu mi 0 m Lu c:d .j fmw >. < 0) 1�_ . w z 10-0) cn co� in W> r co j W in W) v- cftmwo) im K) 0 x �_ � 10 a 0 < 0 0 44 = < . w lw I co , 1111 6 * . . , I ... : , "I .1 LL � 1. : : I . T,­ IL' i . . . 1. I . . "__j PROPOSED SIDEWALK PROPOSEDCURB AND GUTTER w z 9i 0- i� R W 7.5' 4.5 1 w- -_ m - LANDSCAPE I AREA 1 5 1 A I 0 1 IU5 2% 1 __ - I PROPOSED- SIDEWALK AND GUTTER - - - - .1 � 70--17ft*lq . 411� * li�l . I .� - �. . � ... all & 1-4 � , I I - I . .. 11 . . Call: TOLL FREE I . , L I 1 �800*=227-m2600 L I _ . . L � . . AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT ORNIA . � . - - mm"mm"m L ­ . .. w < n - >_ = = M ofivi I 1w_1 so ui 0 �pq w C.) ui 5; 5 I- w (..> W �- t.n C1 r- i� V) . cn m-, 6 ca d <5 6 cr uji m C�. w - a- ro) rol W Zz < CO 0 -RI.. - co 1* 1* 0 4D Cm) Irm 01" = cc f-- �" ONNOM04 � UJI z > :) am& 4pw% �- I W ct .0 Z a mm-4 I.- < > = z ej � UJI no cr. F%=4 1� a C� OZ a rmww4 a � W pmwmmmq (0 01"m Z tot Lu � c ....;� > D (L tu 1� m 0 0 mi w z z 4c 20 �: C) wo (=) 0 0 IL 1� cmmm) Z W 0 Lu mi 0 m Lu c:d .j fmw >. < 0) 1�_ . w z 10-0) cn co� in W> r co j W in W) v- cftmwo) im K) 0 x �_ � 10 a 0 < 0 0 44 = < . w lw I co , 1111 6 * . . , I ... : , "I .1 LL � 1. : : I . T,­ IL' i . . . 1. I . . TR 6`448 UNIT 11 u O� TR 6448 Loa iz- It n 1--: Lu __j � 11 0 _jw I,-,Cb I on 6 R/W x c> CD W5 w 8 1111 ,< C> 13 WX d C) m 00 Z 4.5' Ir- '0 12 00 i2l 10'. M 0 11 cd 13.5' LU LANDSCAPE j, j A co f-m- _j J vi i i I J _j 11 U, 041 >: ­-I AREA c3u: <jLL: Lt: Ill: LI: OLL: L: OLI: ems: tz u: 1-4: Qu u: w CN! 1 0 m u: 64: 60 cn - � � Y Ld C; C4 0600- reic; cn- co- cn 0*) le(6 05 �6 C> Of- 10 0 00 C) 00 00 < m �bc 0 1* (p" U- *-P.. cp m C>< 0i + I* . - p -0- q >- 0i 0 0 ci r.2 00 4 0)* ui CD '* (" < cl C>C> Z C4 0000-4, 00 < m > # 9 8 8 7 9 w Z. 01 c" < C-14 co 00c) C�OLL_ 7 0 31. �;: + 3c: + 3: + + + + (0a L8 x ++ ++ + +LL.J + .++ + C, + uj ++a + 0,0m: + + LL ++ + - ++ C)c� 0 C, L:,>j C> :> pr) v) �t! 0 V� v- 00 (A v- - T-T-<UJ C> + + tA.J + + LLj w CN C-4 0 00 - -)--j C CV rt x "I :> oka c 41 m in 01-1 w EX 0 If 1I If 11 wTU E NI 1w ED) -37 IvIel .1i C3 C3 0- m SE SEPA < -C� C.3 < --ce, 3:: jo� 1'.4 z 1_� . ;5 �- }_ 0 ED P. I LLJ uj LLj w (:::)j V3 U) C--)j �V_) C6 U) or) W cncn Q:0 cn (n XW cn cn L_>j x 40, Q.4 J V) V) c-.4j 0 (A < ct) LZLJ (n(nz © C=4J V) cz--o cn tn m 2 m ff -1 2�j i • 14 1 1 A I Fc' F 7 ppw, 'm:�'LAN 362 360 358 356 354 352 350 3481 . 0 ir- I- uj d I V-) C-n wlcncn /.v M100 1�01(n cn uilin en ujio 0 m w U) H 6 448 UNIT 11 WHITE ALDER AVENUE STA* 10+00.00, C.L TO STA. 18+00.00 C.L. (PRIVATE STREET) SCALE.- 1" = 50' HORIZONTAL 1" - 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 360 358 356 354 ,352 350 348 362 360 358 356 354 352 350 348 • vAr ■ 1 6 dff= 6 iw 5 9 T, --- 4 1w 9 %F I F 11 %99 0 END: , ADUREVIAMON5 FL FLOWILINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS kimm CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3* WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) LEGEND C CON T. ): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LANDSCAPE *Rl-lw - STOP *R6 "55-2* -END SCHOOL ZONE -1" -ONE WAY AREA *R5-1" - DO NOT ENTER »W31(CA }" -END 7.5' $#R26(CA)m - NO PARKING Is W14-1"- DEAD END 133.19' "R3-5R" RIGHT TURN ONLY so W14-2" NO OUTLET STA. 11+38.61, 14.95LT. wR4-7" KEEP RIGHT WI-7* DOUBLE ARROW i MIN. 2X "881 {CAS" -BIKE LANE "WI-6" SINGLE ARROW W - 4-1 "W,3-3'* - SIGNAL AHEAD "W1-1* CURVE ARROW D NEW STORM DRAIN LINE - REFER TO SEWER 5.13' AND STORM DRAIN PLANS "A" W CONSTRUCT CATCH BASIN TYPE 8.09' PER C.G.B. STD. D-14. LANDSCAPE EXISTING CATCH BASIN LANDSCAPE AREA EXISTING STORM DRAIN LINE D S EXISTING SEWER LINE CD EXISTING STORM DRAIN MANHOLE G EXISTING SEWER MANHOLE Q EXISTING SEWER CLEANOUT TRACT BOUNDARY mmaw mom= PHASE BOUNDARY LEGEND ,CONT.I: CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE I FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -- THERMOPLASTIC. SECTION DESIOA]ION: SECTION LETTER IL 2 SHEET WHERE SECTION IS SHOWN coN� S UC110N.._N0TE�*0 , 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITM OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. REMOVE AND SALVAGE BARRICADE SIGN. TYPICAL POP-OUT -SEE DETAIL ON SHEET 3. OS TYPICAL CORNER -SEE DETAIL ON SHEET 3. CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONTRACTOR TO CONFIRM EXISTING ELEVATION IN THE FIELD BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 362 360 358 356 354 352 350 348 360 358 356 354 352 350 348 362 360 358 356 354 352 3510 348 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER 12' R/W 12' 4.5' PA VARIES LANDSCAPE LANDSCAPE AREA I AREA -4.5 7.5' uj z 133.19' 18, STA. 11+38.61, 14.95LT. 0 I i i MIN. 2X U -22y,-* W - 4-1 PROPO*.R-L.f J 518.00s SIDEWALK 5.13' PROPOSED ROPOSED CURB W AND GUTTER 8.09' R/W UNE BEAM R/W P/L NOO*55'21*E -4.5 7.5' 162.40' 133.19' 18, STA. 11+38.61, 14.95LT. 37.00' 7.5' 4.5' 16*57'27" ±27 518.00s 10.269 5.13' LANDSCAPE AREA W 10-00' 8.09' 4.28' LANDSCAPE P.R,C. LANDSCAPE AREA 7.821 4.12' 44"47'02" STA. 14+12.28, 15.0OLT. 512.00' 15.00' 7.50! 01'040143 n AREA .10.00 $ 7.85$ 4.14! 44*58151" 1[0 10.001 w z 4.22$ 45*46'22"_ B.C. w z 7.95' w I I 10 '25.00 39.091 24.82' STA. 14+06.1.5, 15.048 T. STA. 14+08.79, F.L. 25.001 39.45' 25.189 _89*34`51'$ 9025909" 5 37.00* 10.74 5.41' 1613817" UNIT BOUNDARY, 11 55-00' VARIES 1. 55-r VARIES 1.5% 50.60' u_ 37.001 55.041 A41N. 2/T MAX 4.- 1 8513130" 500.00' 45.331 TO 3.5% TO 3.5% 482.00' 1 1 21.86* L -PROPOSED PROPOSED SIDEWALK 0.90' A.C. PA PAVING SIDEWALK PROPOSED CURB-) -0.40" AGG. BASE PROPOSED CURB AND GUTTER 0.50! COMPACTED SUBGRADE AND GUTTER COMPACTED TO 95X m tJ SECTION r§N SCALE: 1"-10" \,w4 CJ STREET SECTION (PRIVATE STREET) R/W 4.5 13.5' 12' 121 13.5' 4.5 R/W ±27 PA LANDSCAPE LANDSCAPE LANDSCAPE AREA AREA ss AREA Ile z ;9 z w MIN. 27a VARIES 1.57 VARIES 1.5% r_ c" W♦ 4.- 1 C771- TO 3.56 TO 3.5% j PROPOSED SIDEWALK PROPOSED 0. 20 A - -C. PAVING 0.40' AGG. BASE PROPOSED PROPOSED SIDEWALK CURB AND GUTTER L-0.50' COMPACTED SUBGRADE CURB AND GUTTER COMPACTED TO 95% SECTI ON SCALE.- 1" =10' _\,.4 STREET SECTION (PRIVATE STREET) NOES 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND btWLK CLEANOUT TO I­ INISHtU UKAUL. LINE TABLE UNE BEAM UNM L1 NOO*55'21*E 113. (;tJRVE TABLE. CURVE RADIUS LENGTH TANGENT DELTA (D 78.002 162.40' 133.19' 119*1725#0 STA. 11+38.61, 14.95LT. 37.00' 10.95' 5.520 16*57'27" 518.00s 10.269 5.13' 01*08104" W 10-00' 8.09' 4.28' 46'22'23" P.R,C. 10.00" 7.821 4.12' 44"47'02" STA. 14+12.28, 15.0OLT. 512.00' 15.00' 7.50! 01'040143 n (D .10.00 $ 7.85$ 4.14! 44*58151" 1[0 10.001 7.99' 4.22$ 45*46'22"_ B.C. 10.009 7.95' 4,20" 45"34123" 10 '25.00 39.091 24.82' STA. 14+06.1.5, 15.048 T. STA. 14+08.79, F.L. 25.001 39.45' 25.189 _89*34`51'$ 9025909" 5 37.00* 10.74 5.41' 1613817" UNIT BOUNDARY, 11 55-00' 81.81' 50.60' 8513'30" 37.001 55.041 34.04$ 8513130" 500.00' 45.331 22.68' 05`11'39" 482.00' 43.70. 1 21.86* 05'11' 39" STATIONING TABLE REF. NO, DESCRIPTION C.L. STATION F.L. STATION P.C.C. STA. 11+31.58s 18.00LT. STA. 11+31.94, F.L. 2 P.R.C. STA. 11+38.61, 14.95LT. STA. 11+40.03, F.L. P.R.C. STA. 11+45.45, 12.0OLT. STA. 1447.85, F.L. W P.R.C. STA. 11+60.10, 12.00LT. STA. 11+62.85, F.L. P.R,C. STA. 11+66.96, 14.98LT. STA. 11+70.70, F.L. P.R.C. STA. 14+12.28, 15.0OLT. STA. 14+17.65, Fl. E.C. STA. 14+19,42, 12.00LT. STA. 14+25.60, F.L. P.R.C. STA. 12+26.60, 15.00RT. STA. 12+25.78, F.L. 1[0 E.C. STA. 12+33.74, 12.00RT. STA. 12+33.73, F.L. B.C. STA. 13+27.75, 12.00RT. STA. 13+27.73, F.L. P.R.C. STA. 13+34.65, 15.0ORT. STA. 13+35.68, F.L. -3 P.R.C. STA. 14+06.1.5, 15.048 T. STA. 14+08.79, F.L. 1�]4 E.C. STA. 14+13.29,1 12.00RT. STA. 14+16.74, F.L. 5 UNIT BOUNDARY STA. 14+25-429 12.00LT. STA. 14+31.60, F.L. UNIT BOUNDARY, 11 STA. 14+25.42s 12.00RT. STA. 14+28.88, F.L. 1 DI�.�ir A�LF.RT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALjE 7 OF SOUTHERN 'CAUFOW_AL.`. L 0 n rn 01 < 0 z 00 0 Of Z u- 0 < :0 _j < UJ w 00 X ui w u: (.0 V) Ii 0 00 0 z m s _j D _j 5 oD vm vm vz Z W imp < D �j Z W & W Z> 44� Zg< a rp"204 so" poww"01 W cwz rx w � � Imm QW), z (a Z oa�cv� C) �J 0 low w 3: ��W I"-(* cn co amm M> :2 cd ow C CO rx, 0 r�..� .III!! W L&j z 0 oD vm vm vz Z W imp < D �j Z W & W Z> 44� Zg< a rp"204 so" poww"01 W cwz rx w � � Imm QW), z (a Z oa�cv� C) �J 0 low w 3: ��W I"-(* cn co amm M> :2 cd ow C CO rx, 0 W L&j z 0 (.0 LLj W Cl C=,4 m tJ m ci CJ U ss r_ c" oD vm vm vz Z W imp < D �j Z W & W Z> 44� Zg< a rp"204 so" poww"01 W cwz rx w � � Imm QW), z (a Z oa�cv� C) �J 0 low w 3: ��W I"-(* cn co amm M> :2 cd ow C CO rx, 0