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HomeMy WebLinkAbout1.1-7257 Ph 1 Record DrawingA.C. PAVING TESTING NOTES: SP 7- 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 SEC11ON 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 39-2.02, "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 8 (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 INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. 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 NTH 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. INTERSECTIONS 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 96X 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: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS 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 STANDARD CURB AND GUTTER ST -3 STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" ST -4 STANDARD COMMERCIAL DRIVE APPROACH TYPE "B' ST -6 STANDARD PAVEMENT PATCHES ST -7 STANDARD CROSS GUTTERS ST -9 STANDARD STREET SPECIFICATIONS ST -10 STANDARD STREET SECTIONS ST -11 STANDARD STREET CROSS SEC11ONS ST -13 STANDARD SURVEY MONUMENTS ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -19 STANDARD HANDICAP RAMPS D-14 STANDARD CATCH BASIN TYPE "A" D-16 STANDARD GUTTER DEPRESSIONS T-1 STANDARD STREEET SIGN POST STYLE 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 14) OVER 1.00' O.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. O 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 -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' POST TOP PER DETAIL HEREON. -ED 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 5' DETACHED SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. S. SEWER LATERAI LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. STAMP A "C" INTO THE CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 10. 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. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 13. 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. 14. 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. 15. 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. 16. 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. 17. 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. 18. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 19. 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. 20. 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. 21. 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 PROVISIONS OF SAID PLAN. 22. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANTS DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) #5F15C371211 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 23. INSTALL BLUE PAVEMENT MARKERS AT CENTERLINE FOR ALL FIRE HYDRANT LOCATIONS. 24. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT UNE TO WHERE THEY ARE SHOWN HEREIN. 25. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 26. 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 27. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WALL REQUIRE PREPARING AND/OR UPGRADING AS PER CITY ENGINEER. 28. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. TYPICAL CATCH BASIN LOCATION AT CURB RETURN N. !.S. 0 cr STOCKDALE R. 26 E. tiicy T. 30 S, TONS 683 CL. 11 AGG. BASE CUYD uj SUBGRADE PREPARATION CUYD 1365 6" CURB & GUTTER 2 0 OIC -OIC -PROJECT S1 E LF 156 MEDIAN LF 156 MING SOFT AVENUE HANDICAP RAMPS EA 6 it eoao m sacs EA. 6 5800 LUMEN STREET LIGHTS EA. 4 11 z 2 CONCRETE PA'2KING CUYD w Q �� ►- X00 nt ans LF - - WHITE LANE 5 �a ��tq'PF w D �+ r 14 0 13 °° rn I OUTHER PACIFIC RAILROAD cLl VICINITY MAP NC SCALE PROJECT AREA: 13.72 ACRES VESTING TRACT TRACT No. 7256 Q ��� F(. 0 23 11 25 U N J T 22 24 2 21 t l ' 20 1 5 3 i 6 \ 2 24 LIST OF MATERIALS ITEM UNIT UNIT 1 A.C. PAVING TONS 683 CL. 11 AGG. BASE CUYD 698 SUBGRADE PREPARATION CUYD 1365 6" CURB & GUTTER LF 4059 BLOCK WALL LF 156 MEDIAN LF 156 SIDEWALK SOFT 19379 HANDICAP RAMPS EA 6 STANDARD STREET NAME SIGNS EA. 6 5800 LUMEN STREET LIGHTS EA. 4 MONUMENT ENCASEMENTS EA. 13 CONCRETE PA'2KING CUYD 18566 q LENGTHS LF 2132 i 7 31 32 ® 30 29 �2 \ U27 T\ moi' INDEX OF SHEETS FIXTURE 14' SHEET TITLE BARRINGTON POLE 1. COVER SHEET 5214FP14 A85CSRLED 2. FARINGFORD LANE L I (STA. 24+03.55 C.L. TO 29+93.82 C.L.) 3. STONETHWAITE LANE (STA. 20+48.69 C.L. TO 26+98.69 C.L.) 4. HAZELWICK DRIVE (STA. 10+00.00 C.L. TO 14+58.27 C.L.) � HADLEY PLACE � H (STA. 10+00.00 C.L. TO 14+32.65 C.L.) VESTING TRACT 'RA, --T No. 7255 i 13 � 3 .f 14 \i t, rji \_'.0 16 \i \ � 17 ,- 13 19 \ i� to i PROJECT MAP SCALE: 1"=200' 0 SHEET NO. INDEX LEGEND: LEGEND (CONT.)_ ABBREVIATIONS 0CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWUNE POVC POINT ON VERTCAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE O ITEM DF WORK - SEE SCHEDULE ELEV ELEVATION EVC END VERTICAL CURVE FI_OWUNE STATION -SEE TABLE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE NOTE: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE SEE CALTRANS TRAMC MANUAL FOR DETAILS. ALL PERMANENT EC END CURVE TC TOP OF CURB STRIPING & PAVEMEVT MARKINGS TO BE THERMOPLASTIC PAINT PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. OF VERTICAL CURVE FC FINISH CONCRETE ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY SECTION DESIGNAl10t(i E.P. EDGE OF PAVEMENT A.P. ANGLE POINT SECTION LETTER F.O.C. FACE OF CURB C/G CURB AND GUT_7ER P.A.F.L. PARKING AREA FLOW LIW__ _ - - _ A FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 2 EXISTING SURVEY MONUMENT SHEET *HERE SECTION IS SHOW + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. +- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. �} FURNISH & INSTALL STREET UGHT-5800 LUMCN PER C.O.B. STANDARD OR APPROVED EQUAL. E�)- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 26' B01 -TOM WIDTH DRIVEWAY W/:3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "RI -1" - 3TOP "S5-2' - END SCHOOL ZONE "R6-1" - ONE WAY CA "W31 "R5-1" - 00 NOT ENTER -W31(CA)' -END "R26(CA)" - NO PARKING "W14-1" -DEAD END "R3 -5R" - RIGHT TURN ONLY "W14- " - NO OUTLET "R4-7" - KEEP RIGHT *11-7 - DOUBLE ARROW "R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW "W3-3" - SIGNAL AHEAD "Wl-1" - CURVE ARROW -- -D-- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (DD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH :3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. s - SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT -REFER TO SEWER &STORM GRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY PARKING AREA - SE_ CONSTRUCTION NOTE 9. 11 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS TRACT 7257 - UNIT 1 SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DE -AIL NO SCALE SIZE LIGHT POST FIXTURE 14' STERNBERG STERNBERG -"OWN BARRINGTON POLE OLD 5214FP14 A85CSRLED NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT--OF-WAY, THE CITY CONSTRUCTION INSPECTION ClIPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPE1 TIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGH' OF WAY IS TO BE PRIVATELY MAINTAINED. 3. 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 F'EQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS ANDS Y ERRORS, OMI S NS, OR VIOLATIONS OF THO INANCE A D RDS AN <=SIGN CRITERIA SHALL BE C RECTE DURI G C T CTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-16 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 HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. r APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECT -OR DATE R.C.E. 61069 EXP. 12--31-16 NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. CETT. ST -14. REVIEWED BY 30" ASSISTANT PUBLIC WORKS DIRECTOR .IC;HT BASE REVIEWED BY: i5" SLAB TRAFFIC ENGINEER '3EE C.O.B. STD ST -14 BASIS OF BEARINGS: (4) 1h" x 18" x 3" z ANCHOR BOLTS THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE_ 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. (4) 'A" x 18" x 3" a E14CHOR BOLTS Y ANCHOR LAYOUT V ANUFACTURER STREET LIGHT PIER DESIGN NO SCALE BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAS APHOLE AT THE INTERSECTION OF MING AVENUE ANC ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTICN 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) 03-1.1-47 CITY RECORDS NO: r' I, m3 �I 0 i L I z 0 , F.., � � � H I w �+ .z Cli O I cLl i a a I CIL Li- -L_J 09 U �-� 0 L , F.., � � H �+ .z Cli O cLl Lu I CIL 09 CS Lai c. W co i 01 EXPANSION JOINT AT SIDEWALKS. 6" CONCRETE WALK, WHERE OCCURS.� N FINISH GRADE j�Z 17Z CLASS 'B' CONCRETE (5 SACK) e EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' ' POUR ON COMPACTED SUBGRADE CONCRETE IN FIN PARKING AREAS (SEE DETAIL 2 THIS DWG.) DETAIL "1" 6" CONCRETE CURB N.T.S. 2' 6_ PROPOSED A. C. PAVING o SEE STREET CROSS SECTION _2% 6" CONCRETE CURB SEE DETAIL 1 2" 0.50' TYPE "A" CONC.� 0.50' COMPACTED O.G.-- TO 95% RELATIVE DENSITY DETAIL "2" PARKING AREA FLOWLINE N.T.S RAW 60' RIGHT OF WAY R I r- -12' 1$' 18' i 12' 1 i 5.61 6' 12' 12' 6' 7' 5' 1 Lj 1 SIDE- LANDSCAPE Y z f ? LANDSCAPE SIDE- WALK AREA v � 9!LANE ►- LANE 3 Y I I O Q O U) O < Up AREA WALK a �` 2% I �i I 2%_ L` a L` I (_ PROPOSED UNE IPROPOSED DISTANCE SIDEWALK N 65'32'23" E 0.20" A. C. PAVING SIDEWALK 6" CONCRETE W/ 130.59' 0.40' AGG. BASE 6" OG COMP. TO 95% 27.91' 1.00' COMPACTED SUBGRADE 21.16' 4'50'49" ® 95% REL. DENSITY. 488.00' 41.28' 20.65' STREET SECTION A C4 482.00' 40.78' SCALE:1 "=10' 2 4'50'49" C5 512.00' (PRIVATE STREET) 21.67' 4'50'49" C6 WMSP EXHIBIT 4-19 43.82' 21.92' 4'50'49" TI 4.5 R=59 25.00' R/ W 23.95' 87'32'42" R W 500.00' 68.55' 60' RIGHT OF WAY 7'51'18" C9 500.00' 94.83' 47.56' 1052'01" 18' 25.00' 12'_ 18' 7' 5' 10416'58" I~- 10.00' 8.10' L/S S/W I z 13' C12 12' 6' LANDSCAPE AREA 44'44'07" C13 > I I z w 2'Lu Q o a I 518.00' 105.47' 52.92' a W 2°% W �< N W Z I 17'39'56" C16 2% 2% 2% L' 2% 6.71' 17'44'53" C17 37.00' 11.46' 5.78' 17'44'53" C18 74.00' LJ 0.50' TYPE "A" CONC. 1.00' COMPACTED SUBGRADE- 0-20' A. C. PAVING 80.00' COMPACTED TO 95% 123.50' 0.40' AGG. BASE g 43.00' 14.95' 7.55' 0� REAC7EDLA 71 VE DENSITY STREET SECTION rB SCALE: 1"=10' \2V (PRIVATE STREET) WMSP EXHIBIT 4-19 (ONE SIDED PARKING) TI=4.5 R=59 LINE TABLE UNE BEARING DISTANCE Lt N 65'32'23" E 71.93' L2 N 46'49'04" E 130.59' L3 N 64'29'00" E 27.91' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 10.00' 7.95' 4.20' 45'34'23' C2 500.00' 42.30' 21.16' 4'50'49" C3 488.00' 41.28' 20.65' 4'50'49" C4 482.00' 40.78' 20.40' 4'50'49" C5 512.00' 43.31' 21.67' 4'50'49" C6 518.00' 43.82' 21.92' 4'50'49" C7 25.00' 38.20' 23.95' 87'32'42" C8 500.00' 68.55' 34.33' 7'51'18" C9 500.00' 94.83' 47.56' 1052'01" C10 25.00' 45.65' 32.36' 10416'58" Cil 10.00' 8.10' 4.29' 46'25'22" C12 10.00' 7.81' 4.12' 44'44'07" C13 512.00' 104.25' 52.31' 11'39'58" C14 518.00' 105.47' 52.92' 11'39'58" C15 500.00' 154.16' 77.70' 17'39'56" C16 43.00' 13.32' 6.71' 17'44'53" C17 37.00' 11.46' 5.78' 17'44'53" C18 74.00' 147.41' 114.24' 114'07'52" C19 80.00' 159.36' 123.50' 114'07'52" C20 43.00' 14.95' 7.55' 19'55'11" C21 37.00' 12.86' 6.50' 19'55'11' C22 10.00' 8.11' 4.29' 46'26'33" C23 10.00' 7.82' 4.12' 4447'08' C24 25.00' 40.73' 26.50' 93'20'42" C25 25.00' 34.33' 20.49' 78'41'17" C26 10.00' 7.25' 3.79' 41'31'47" C27 482.00' 121.39' 61.02' 14'25'47" C28 488.00' 137.23' 69.07' 16'06'45" C29 25.00' 30.75' 17.66' 70'27'51" C30 512.00' 45.26' 22.65' 5103'55" C31 488.00' 20.91' 10.46' 227'18" TEMPORARY SUMP (PRIVATE) SEE TRACT 7257 UNIT 1 SEWER & STORM DRAIN PLANS TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER C.O.B. DO(.# 215095540. 364 W STATIONING TABLE W W cs�I REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. �1 B.C. STA. 24+03.55, 18.00LT. STA, 24+07.07, F.O.C. 350.17 Q2 E.C. STA. 24+45.85, 18.00LT. STA. 24+47.85, F.O.C. 350.26 0 P.R.C. STA. 25+02.33, 18.00LT. STA. 25+04.33, F.O.C. 350.41 ® P.R.C. STA. 25+09.48, 15.00LT. STA. 25+12.28, F.O.C. 350.37 Q P.R.C. STA. 26+68.17, 15.05LT. STA. 26+68.80, F.O.C. 351.12 © P.R.C. STA. 26+75.43, 18.0OLT. STA. 26+76.61, F.O.C. 351.19 �7 B.C. STA. 26+81.16, 1&OOLT. STA. 26+82.13, F.O.C. 351.21 0 E.C. STA. 28+11.76, 18.00LT. STA. 28+12.73, F.O.C. 351.54 Qg P.R.C. STA. 29+13.56, 15.00LT. STA. 29+18.20, F.O.C. 351.81 Q P.R.C. STA. 29+24.41, 19.88LT. STA. 29+29.66, F.O.C. 351.84 11 P.R.C. - STA. 13+66.41, 20.21RT. STA. 30+89.02, F.O.C. 352.21 02 E.C. STA. 13+53.80, 18.00RT. STA. 31+01.88, F.O.C. 352.25 ® B.C. STA. 24+03.55, 18.00RT. STA. 24+24.06, F.O.C. 350.17 ©4 E.C. STA. 24+45.85, 18.00RT. STA. 24+67.88, F.O.C. 350.28 1© B.C. STA. 25+18.44, 18.00RT. STA. 25+40.50, F.O.C. 350.46 16 P.R.C. STA. 25+25.49, 14.95RT. STA. 25+48.61, F.O.C. 350.44 1© P.R.C. STA. 26+66.98, 14.94RT. STA. 26+95.07, F.O.C. 351.12 1® E.C. STA. 26+74.02, 18.00RT. STA. 27+03.18, F.O.C. 351.21 �9 E.C. STA. 26+81.16, 18.00RT. STA. 27+10.58, F.O.C. 351.23 ® B.C. STA. 28+11.76, 18.00RT. STA. 28+41.17, F.O.C. 351.50 21 B.C. STA. 29+37.74, 18.00RT. STA. 29+62.56, F.O.C. 351.86 © P.R.0 STA. 29+45.00, 15.05RT. STA. 29+70.37, F.O.C. 351.81 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER C.O.B. DO(.# 215095540. 364 W J W W cs�I �I 362 W MI 360 m W 360 Wa z M cli ) L A� ffl cn 'd- 358to O - - - - - - -� p o' j m J W N > W w 356 r+ 354 °° } Q mn O 354 n 352 <) W J N 352 ON LjQ d IZ S 0.2 5%� J m + 348 TEmP SUMP 350 t Zl S-„ =o. N 344 �; . Q cn 348 348 TEMP SUMP - - .__� s 346 j N W mV1 344 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. (n 24+00 364 W J W W J W �I 362 W MI 360 m W � c z �I cli ) 358 ffl W > O - - - - - - -� p o' j 356 J W N N U 360 H 354 Q�%Q } H U mn �n°- Q o� n 352 <) W J m rn 350 ELEV F- IZ S 0.2 5%� J 1Q FLOWLINE `iTATION - SEE TABLE + 348 TEmP SUMP ' 346 N 344 �; . Q cn HAZELWICK DR. SEE SHEET 4 FARINGFORD LANE (PRIVATE STREET) (STA. 24+03.55 C.L. TO 29193.82 C.L.) SCALE: 1" = 50' HORIZ:NTAL 25+00 I� rL0 t\ n � � ro � J C-4 n n W - O ri _ M p U Q C)n HADLEY PL. SEE 'AEET 4 S=0.25% ROPOSED NORTH FL 26+00 27+00 28+00 (STA. 23+99.40 TO 30+92.18) SCALE: 1" = 50' HORIZON"TAL SCALE: 1" = 5' VERTICAL N � N O Lo - rn 90- Lo I O M rn Lo L" wm p W W Qw w w i La � 4JW W w Ik J 04 M rA -- --- -- - z !�S Ij.'. J N M rn co L,: of p N M j 1V cn U' N UN �N p _ iD tDJ{/) U q Q LZ a 214 C4 ------ odn �cn mcn � mcn Q tQ-OW a-cn w W Q cn (/i Z 0 29+00 30+00 364 W J W W J W Li APPROXIMATE EXISTING W Ui m GRADE 0 CENTERUNE � c z SCALE: 1" = 50' HORIZONTAL cli ) caN ffl W > O - - - - - - -� p + ----- -----j-- - - -- j - J W N- N U 360 WOWi N `� Q�%Q atoW H U mn �n°- n N .> ^ '.) r- <) W J 358 rn N APPROXIMATE EXISTING ELEV S=0.25% ROPOSED NORTH FL 26+00 27+00 28+00 (STA. 23+99.40 TO 30+92.18) SCALE: 1" = 50' HORIZON"TAL SCALE: 1" = 5' VERTICAL N � N O Lo - rn 90- Lo I O M rn Lo L" wm p W W Qw w w i La � 4JW W w Ik J 04 M rA -- --- -- - z !�S Ij.'. J N M rn co L,: of p N M j 1V cn U' N UN �N p _ iD tDJ{/) U q Q LZ a 214 C4 ------ odn �cn mcn � mcn Q tQ-OW a-cn w W Q cn (/i Z 0 29+00 30+00 364 344 30+00 31+00 364 362 360 I 358 356 354 352 350 348 346 344 03 .. �_ 17 ;�fis fit; fij � DRAW ING SCALE: 1 " = 50' 50 25 0 °i 100 L__ r N M r%7 27+00 1'_8+00 29+00 OM1 Ui L M m 362 z SCALE: 1" = 50' HORIZONTAL 0 ffl ffl > SCALE: 1" = 5' VERTICAL o I LEGEND (CONT.) j > J J W J J W Imo, n' r.•; 360 WOWi CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 FL clj I,=j > I ® ITEM OF WORK - SEE SCHEDULE p N � N .> ^ '.) r- <) W J 358 rn N APPROXIMATE EXISTING ELEV cm + " "W14-1" -DEAD END R26(CA)" - NO PAFKING 1Q FLOWLINE `iTATION - SEE TABLE + o GRADE: 0 CENTERLINE `14 `" N I 'R3 -5R" - RIGHT TURN ONLY pW14-2" - NO OUTLET N INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. �; . Q cn 'R4-7' - KEEP RIGHT W1-7' - DOUBLE. ARROW "R81(CA)" - BIKE LAVE "Wl-6" - SINGLE ARROW 356 - - .__� s - - - - -- N N W mV1 "W3-3" - SIGNAL AhEAD "W1-1' - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. (n m n PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANSCONSTRUCT ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. O HANDICAP RAMP PER CALTRANS 2010 REVISED P.O.C. POINT ON CURVE FC FINISHED CONCRETE © STORM DRAIN MANHOLE - 354 Ix STANDARD PLAN R.S.P. A8El�-CASE A -DETAIL B. PA _,.- 62 352 352 50.259 NOT USED E.P. F.O.C. P.A.F.L. EDGE OF PAVEMENT A.P. ANGLE POINT FACE OF CURB C/G CURB AND GUTTER PARKING AREA FLOW UNE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PERINSTALL SE( TION LETTER A O7 W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. C.O.B. STD. D-14, JNLESS NOTED OTHERWISE. - - -- - - - w 2 REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 350 SHEET WHERE SECTIOW IS SHO MN `PROPOSED SOUTH F€_ to EXISTING SURVEY MONUMENT O$ SEE WALL PLANS FOR PROPOSED BLOCK WALL &GATE DETAILS to to II• FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. � SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. NOTES: 9O II II I + FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. Os SEWER CLEANOUT -- REFER TO SEWER & S70RM DRAIN PLANS. WWW 10 348 � FURNISH &INSTALL STREET UGHT-5800 LUMEN PER C.O.B. ■ ■ ■ ■ ■ ■ TRACT BOUNDARY . 2LOCAL_ STREETS - PAVEMENT TO BE 0.20 TYPE B " A.C. 11 SEE TYPICAL STREET BULGE - DETAIL "5" ON SHEET 3. -o- STANDARD OR APPROVED EQUAL. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER UNIT BOUNDARY OVER 0.40 AGGF?EGATE BASE OVER 1.00 COMPACTED O.G. TO "0 12 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST C.O.B. STD. ST -14. �uj vl PARKING AREA - SEE CONSTRUCTION NOTE 9. 346 -3. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 344 30+00 31+00 364 362 360 I 358 356 354 352 350 348 346 344 03 .. �_ 17 ;�fis fit; fij � DRAW ING SCALE: 1 " = 50' 50 25 0 °i 100 L__ r 23+50 24+00 25+00 26+00 27+00 1'_8+00 29+00 co W (STA. 24+07.71 TO 30+0:3.77) m z SCALE: 1" = 50' HORIZONTAL 0 Luz SCALE: 1" = 5' VERTICAL LEGEND: LEGEND (CONT.) LEGEND (CONT CONSTRUCTION NOTES: ABBREVIATIONS Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: i "R1-1" - STOP "S5-2' 10 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" -ONE WAY - END S,'HOOL ZONE "Wl4-1 ' ® ITEM OF WORK - SEE SCHEDULE ��s CL CENTERLINE EVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER -END M O CONSTRUCT 5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 ELEV ELEVATION EVC ENO VERTICAL CURVE " "W14-1" -DEAD END R26(CA)" - NO PAFKING 1Q FLOWLINE `iTATION - SEE TABLE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R" - RIGHT TURN ONLY pW14-2" - NO OUTLET O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ECR BC END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 'R4-7' - KEEP RIGHT W1-7' - DOUBLE. ARROW "R81(CA)" - BIKE LAVE "Wl-6" - SINGLE ARROW NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 4 O CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AhEAD "W1-1' - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 6" CURB FACE PER DETAIL ON SHEET 2. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANSCONSTRUCT ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. O HANDICAP RAMP PER CALTRANS 2010 REVISED P.O.C. POINT ON CURVE FC FINISHED CONCRETE © STORM DRAIN MANHOLE - SECTION DESIGNATION: ESI Ix STANDARD PLAN R.S.P. A8El�-CASE A -DETAIL B. PA PROPERTY UNE R/W RIGHT-OF-WAY REFER TO SEWER 6, STORM DRAIN PLANS O6 NOT USED E.P. F.O.C. P.A.F.L. EDGE OF PAVEMENT A.P. ANGLE POINT FACE OF CURB C/G CURB AND GUTTER PARKING AREA FLOW UNE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PERINSTALL SE( TION LETTER A O7 W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. C.O.B. STD. D-14, JNLESS NOTED OTHERWISE. - - -- - - - w 2 REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S- SEWER - REFER TO SEWER & STORM DRAIN PLANS SHEET WHERE SECTIOW IS SHO MN 0 EXISTING SURVEY MONUMENT O$ SEE WALL PLANS FOR PROPOSED BLOCK WALL &GATE DETAILS FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. � SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. NOTES: 9O PARKING AREA 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 2. + FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. Os SEWER CLEANOUT -- REFER TO SEWER & S70RM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 10 TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 3. � FURNISH &INSTALL STREET UGHT-5800 LUMEN PER C.O.B. ■ ■ ■ ■ ■ ■ TRACT BOUNDARY . 2LOCAL_ STREETS - PAVEMENT TO BE 0.20 TYPE B " A.C. 11 SEE TYPICAL STREET BULGE - DETAIL "5" ON SHEET 3. -o- STANDARD OR APPROVED EQUAL. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER UNIT BOUNDARY OVER 0.40 AGGF?EGATE BASE OVER 1.00 COMPACTED O.G. TO "0 12 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST C.O.B. STD. ST -14. PARKING AREA - SEE CONSTRUCTION NOTE 9. BE COMPACTED 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. -3. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 13 CONSTRUCT TYPE Al -6 CURB WITH 6" REVEAL PER CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CALTRANS 2010 STANDARD PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 344 30+00 31+00 364 362 360 I 358 356 354 352 350 348 346 344 03 .. �_ 17 ;�fis fit; fij � DRAW ING SCALE: 1 " = 50' 50 25 0 °i 100 L__ r W co W m z LL 0 Luz � Z NcZ ��s v �. 0 M In z Z J Li W LL C.) Ix of t~�l/1� cn w 0 r 0 I W co W cn z LL 0 Luz � NcZ ��s v �. M z Z J LLJ W LL C.) Ix t~�l/1� cn 0 r I W co W c LL 0 LINE TABLE UNE STATIONING TABLE DISTANCE Lt REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. ❑1 UNIT BOUNDARY STA. 20+48.55, 18.00LT. STA. 20+49.45, F.O.C. 351.63 ❑2 B.C. STA. 21+42.27, 18.001-T. STA. 21+43.16, F.O.C. 351.86 Q P.R.C. STA. 21+49.41, 15.00LT. STA. 21+51.21, F.O.C. 351.82 ® P.R.C. STA. 22+67.69, 15.00LT. STA. 22+71.03, F.O.C. 352.13 ® E.C. STA. 22+74.83, 18.00LT. STA. 22+78.98, F.O.C. 352.72 © B.C. STA. 24+26.77, 18.00LT. STA. 24+30.91, F.O.C. 352.60 ® P.R.C. STA. 24+33.91, 15.00LT. STA. 24+38.87, F.O.C. 352.56 © P.R.C. STA. 24+63.19, 15.00LT. STA. 24+69.78, F.O.C. 352.64 ❑9 E.C. STA. 24+70.33, 18.00LT. STA. 24+77.73, F.O.C. 352.71 ©0 B.C. STA. 25+66.75, 18.00LT. STA. 25+74.15, F.O.C. 352.96 11 B.C. STA. 26+70.04, 18.00LT. _ STA. 26+69.78, F.O.C. 353.21 ® P.R.C. STA. 26+77.30, 15.05LT. STA. 26+77.74, F.O.C. 353.17 1[]3 UNIT BOUNDARY STA. 20+48.55, 18.00RT. STA. 20+64.62, F.O.C. 351.66 ® - B.C. STA. 23+08.62, 18.00RT. STA. 23+24.68, F.O.C. 352.30 15 P.R.C. STA. 23+15.76, 15.00RT. STA. 23+32.64, F.O.C. 352.26 _16 P.R.C. STA. 23+45.04, 15.00RT. STA. 23+63.54, F.O.C. 352.33 17 E.C. STA. 23+52.18, 18.00RT. STA. 23+71.50, F.O.C. 352.41 18 B.C. STA. 25+66.75, 18.00RT. STA. 25+86.07, F.O.C. 352.95 ©9 P.R.C. STA. 26+41.06, 18.00RT. STA. 26+63.05, F.O.C. 353.14 ®0 P.R.C. - STA. 26+51.91, 19.88RT. STA. 26+74.51, F.O.C. 353.17 21 GRADE BREAK STA. 26+85.51, 24.86RT. STA. 27+10.33, F.O.C. 353.24 ©2 P.R.C. STA. 11+03.91, 20.00RT. STA. 28+60.19, F.O.C. 352.89 ®3 E.C. STA. 11+15.36, 18.00RT. STA. 28+72.14, F.O.C. 352.79 LINE TABLE UNE BEARING DISTANCE Lt N 65'32'08' E 160.01' L2 N 65'32'30' E 358.19' L3 N 52'27'58' E 17.85' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 10.00' 7.95' 4.20' 45'34'23" C2 25.00' 39.27' 25.00' 90'00'00" C3 500.00' 114.09' 57.29' 13'04'25" C4 488.00' 111.35' 55.92' 13'04'25" C5 482.00' 95.79' 48.05' 11'23'10" C6 10.00' 7.81' 4.12' 44'44'07" C7 10.00' 8.10' 4.29' 4625'22" C8 25.00' 38.34' 24.09' 8752'27" C9 512.00' 76.09' 38.12' 8'30'54" C10 518.00' 76.98' 38.56' 8'30'54" C11 43.00' 13.32' 6.71' 17'44'53" C12 37.00' 11.46' 5.78' 17'44'53" C13 74.00' 171.75' 170.11' 132'58'50" C14 80.00' 185.68' 183.90' 13258'50" C15 43.00' 13.89' 7.01' 18'30'29" C16 37.00' 11.95' 6.03' 18'30'29" C17 37.00' 56.75' 35.65' 8752'27" LEGEND: LEGEND (CONT.)_ LEGEND (CONT.): .,ONSTRUCTION NOTES: R1 -1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ( I CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 ABBREVIATIONS 'R1-1" -STOP Ot CURVE NUMBER FOR CURVE DESCRIPTION \_� FL FLOWUNE POVC POINT ON VERTICAL CURVE "S5-2' - END SCHOOL ZONE "R6-1" -ONE WAY ITEM OF WORK -SEE SCHEDULE CL CENTERLINE SVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER "W31(CA)' - END '� CONSTRUCT 5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 ELEV ELEVATION EVC END VERTICAL CURVE +R26(CA)' - NO PARKING "W14-1" - DEAD END FLOWUNE STATION - SEE TABLE �,� BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R - RIGHT TURN ONLY "WI4-2" - NO OUTLET (� INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4-7" -KEEP RIGHT WI -7" - DOUBLE ARROW NOTE: r "Wt -6" -SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT CONSTRUCT ON CURB WITH 12" TOTAL CURB HEIGHT AND BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ;W31 3')' -BIKE LANE STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT �`� EC END CURVE TC TOP OF CURB W3-3 -SIGNAL AHEAD "Wi-l" -CURVE ARROW 6 CURB FACE PER DETAIL ON SHEET 2. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - o STORM DRAIN - REFER TO SEWER & STORM DRA114 PLANS l5 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED OF VERTICAL CURVE FC FINISH CONCRETE ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. \_� STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. P.O.C. POINT ON CURVE FC FINISHED CONCRETE STORM DRAIN MANHOLE - SECTION DESIGNATION: PA PROPERTY UNE R/W RIGHT-OF-WAY © REFER TO SEWER & STORM DRAIN PLANS C ) NOT USED E.P. EDGE OF PAVEMENT A.P. ANGLE POINT SECTION LETTER F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER A INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF P.A.F.L. PARKING AREA FLOW UNE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. - - - - - - \�� TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 2 - REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. � 5 SEWER - REFER TO SEWER & STORM DRAIN PLANS SHEET WHERE SECTION IS SHOWN EXISTING SURVEY MONUMENT Cts SEE WALL PLANS FOR PROPOSED BLOCK WALL &GATE DETAILS FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1• SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. NOTES: THICK CONCRETE -SEE DETAIL "2" ON SHEET 2. ( FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 's SEWER CLEANOUT - REFER TO SEWER & STORM CRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN �� PARKING AREA 6" ■ ■ u ■ ■ ■ TRACT BOUNDARY PLANS AND DETAILS. �1� TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 3. FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. STANDARD OR APPROVED EQUAL. UNIT BOUNDARY �1� TYPICAL STREET BULGE -SEE DETAIL ' S" ON SHEET 3. FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER OVER 0.40 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO C.O.B. STD. ST -14. PARKING AREA - SEE CONSTRUCTION NOTE 9. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. (_ CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS �_) CONSTRUCT TYPE Al -6 CURB WITH 6" REVEAL PER CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CALTRANS 2010 STANDARD I PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) HAZELWICK DR. HADLEY PL. SEE SHEET 4 , ,. - SEE SHEET 4 E.C.-P. A.F.L. STA. 11+15.36 C.L. STA. 28+47.50 F.L. n z PA` Y 362 a 3 in Wo Lo rn NOTES: t=10' LOT SIDE A J ujw 5' SIDEWALK r� o' 7' a o� - Z 12' m i0 onm mJ- 'y.\LTJ STA. 28+33._61_F.L.-' a l` IIJU_ IIJ I I I I I I I �: II J\ II J U m II J U I J II U p a�� II (� Q C 24 T 00 N $ i 33. N+ [`i16 R=10' zJp -- _- .m I Z � a APPROXIMA"E EXISTING U -� L gyp_ -� -_� o �4O 4 Ft � NOTE 7 wCl Q `uJ1 W a JN+ m Z Baa+5 m\ 2 Opp CTL----------------- --- - --va 354 v� I I - I wJ� J�Li I U _j d J D oN I C)aN '�J - N 1D' R=251 °��± �, o°'� morn 10+ 00000 00 1 w 0= 000 O to 25!Qa 000000 000000 e I n C,pMN p co U aZJ O 0U-3cgO. UN04 t+O UL < M(jQ OI U k cj:..e n z PA` Y 362 a 3 in Wo Lo rn NOTES: t=10' LOT SIDE A J ujw 5' SIDEWALK r� o' 7' a o� - Z 12' m DETAIL 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY TYPICAL CORNER N.T.S. LOT SIDE 5' SIDEWALK PA R=10' R=10' �21 SEE DETAIL "2" TYPICAL P.A.F.L. PRIVATE STREET DETAIL "5" TYPICAL BULGE N.T.S. U N 1 T TEMPORARY FLOWAGE ANDII DRAINAGE EASEMENT PER C.O.B. J I DOC.# 215095540. 1 I I A o 362 J I W 2% 364 Lo rn NOTES: 358 A oi ujw SIDEWALK r� o' W a o� - Z 354-- m 352 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY 362 s n coo SIDEWALK 2g I r7 APPROXIMATE EXISTING BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN + + W �? ' -SEE NOTES N m W MAX `ol a 4 DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO SEE N �a pLi 10 AND 11 SEE I Z � a APPROXIMA"E EXISTING FRONT EDGE BE THE SAME, CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED NOTE 7 FM __ 356 Q p NOTE 7 wCl Q N m Z (OF SIDEWALK AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. CTL----------------- --- - --va 354 __ FRONT - 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO EDGE OF 4i c~n zlI � 6" ACCOMMODATE RAMP AND 4'-0" PLATFORM (LANDING) AS SHOWN IN CASE A, / SIDEWALK z - THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. a000 °0ix 00000 00 z w 0= 0000000 0000 000000 000000 RETAINING 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK 0000°° 0000Q 0000 0000 a J a 0000°° 0000" 000000 x 0000 CURB BOTH ( CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. MAX 000 0000 10% MAX 0 OOOS 00°° Q000010% 0000°° SIDES OF 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED AT CURB 0000 _.�-----�- 000000 $00850 AT CURB 000000 � 0000°° 555505 °°°°°° °0°°°00 5 RAMP) SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, A 5'-0" MIN ; BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0'. SEE NOTES 10 AND 11 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 107. AT 4'-0" MIN CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF CASE A CASE F THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1'-0" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. GUTTER 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS TOP of RAMP _" MIN 4� APPROXIMATELY 3/4" SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. ROUNDED -- 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ;FLOWLINE ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 2% MAX I- �J(�; + + 5 PERCENT WITHIN 4'-0" OF THE TOP AND BOTTOM OF THE CURB RAMP. 8.33% MAX 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS E NOTE 9 SECTION A -A GROOVING DETAIL THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" FROM THE GUTTER FLOWUNE. © "T", 0 12. SIDEWALK AND RAMP THICKNESS, SHALL BE 3.5" MINIMUM. 1.67" TO 2.3 QO OO (ocV 0'45 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES CENTER TO DIA -I I- WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR CENTERTOP © � � 0 ADJUSTED TO GRADE BY THE OWNER PRIOR T0, OR IN CONJUNCTION WITH, SPACING RAISED TRUNCATED 0,9„ BASE DIA CURB RAMP CONSTRUCTION. 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON DOME PATTERN (IN-LINE O WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON DETECTABLE WARNING SURFACE PROJECT PLANS. RAISED TRUNCATED DOME (SEE NOTE 10) CURB RAMP - DETAIL "4" IN ACCORDANCE WITH CALTRANS REVISED 2010 STD. A88A SCALE: NONE l cn I m 04 :n cn cn I STONETHWAITE LANE (PRIVATE STREET) (STA. 20+48.69 C.L. TO 26+98.69 C.L.) SCALE: 1" = 50' HORIZONTAL 366 U - - - - - - - - - - S=0.25% 348 f 346 20+00 21+00 22+00 23+00 24+00 25+00 (STA. 20+49.03 C.L. TO 27+34.63) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 366 0 364 o 362 J I W 364 Lo rn N �I 358 N oi ujw 356 r� o' W a o� - Z 354-- m 352 z TEMP 9JMP 362 s n coo OI r7 APPROXIMATE EXISTING Lo360 + + W M ' M ----- - N m W C) a 4 - Q 358 N > J pLi a I W - Y APPROXIMA"E EXISTING in `" �' FM cy' % GRADE 0 G=NTERUNE 356 Q p + wCl Q N Z N --�L CTL----------------- --- - --va 354 -_--s.m-I------------- �-r-- m cn 4i c~n zlI � 352 TEMP �_ - s4.z5x 350 PROPOSED NORTH FL U - - - - - - - - - - S=0.25% 348 f 346 20+00 21+00 22+00 23+00 24+00 25+00 (STA. 20+49.03 C.L. TO 27+34.63) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 366 0 364 M' 362 J I W J ' 360 N �I 358 N oi a' 356 r� o' W a o� - Z 354-- m 352 z TEMP 9JMP 350 348 346 20+00 21+00 L PROPOSED SOUTH FL 22+00 PROPOSED NORTH FL 26+00 N N M J W ul) M J oi > GJ W Lu W w PROPOSED NORTH FL 26+00 C_tloSet 23+00 24+00 25+00 (STA. 20+59.22 TO 28+52.47) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 26+00 CJ Q S=-0.76% JmENT 27+00 366 364 362 360 358 356 354 352 350 348 346 N N N kn M ul) M M m > w Lu W w w �n Lr n coo id APPROXIMATE EXISTING r- + + W GRADE 0 CENTERLINE N U y U N m W CJ a 4 - Q - -_'OEN _ - - a na m m C_tloSet 23+00 24+00 25+00 (STA. 20+59.22 TO 28+52.47) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 26+00 CJ Q S=-0.76% JmENT 27+00 366 364 362 360 358 356 354 352 350 348 346 27+00 S=-0.25% PROPOSED SOUTH FL a-liffeTt 366 364 362 r 360 ` b C 7 tc r a 358' `sT CML. 356 grFOF CAOW 354 352 350� 348 346 SC -ALE: 1" = 50' 50 25 0 50 100 o r N N (V 04 M ul) M m > w Lu W W �n - o M M � z m N CN N CJ ---- -- - o:U) cn 27+00 S=-0.25% PROPOSED SOUTH FL a-liffeTt 366 364 362 r 360 ` b C 7 tc r a 358' `sT CML. 356 grFOF CAOW 354 352 350� 348 346 SC -ALE: 1" = 50' 50 25 0 50 100 o r m �n z in W a 0 UNI T STONETHWAITE LN. SEE SHEET 3 211ki fldll 364 362 360 358 356 354 352 350 348 346 344 364 362 360 358 356 354 352 350 348 346 344 M � w M w La W d U W D:I ci U_ ao = FARINGFORD LN. SEE SHEET 2 HAZELWICK DRIVE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 14+58.27 C.L.) 4-1 SCALE: 1" = 50' HORIZONTAL N jn M CD O O ^ M rn N Lo w I o J W M M W W D Z J W N APPROXIMATE EXISTING g b ;>o W >_ w + GRADE 0 CENTERLINE .6 ,.g o I ao N ¢ ^ O + N M CWS M Z .•. - -C-_ ...I as --------------- --- �� > �-. -I: -------- M + 1 ' r W tad NmN W WI W �! Lu (n iYN d I U -- . W tri .-_ =u.o' UNE BEARING DISTANCE S=-0.25% > W J M, L2 W APPROXIMATE EXISTING 133.58' CS o o GRADE 0 CENTERLINE r °° Lo 27.91' C3 s= -1.74z > $=0.37% 93'20'42" zo 25.00' S=-0.51% Q W N m cn 5,0.84% 34.33' , M 78'41'17" > PROPOSED WEST FL --'- - - - 32.36' 10436'58" w ��-i II w- •ULz W W> 38.34' - - M M M 10.00' w M 0 °r Lu ``' � y- a J w PROPOSED WEST FL Cl O 782.50' rh o d' 'Q• '' M a U n to ti iA cn � M -__--...- W W W U M co N .CTI of O Q � < ti w 117 30.75' to 70'27'51" + +- 794.50' d a j IiJ. d �--- J W > W 37.42' M 8 > 56.75' 35.65' 87'52'27" -�,_ . _ -. - __ _. - W4 w w �< LaJ W W o =I �I{ �.. U� I -Qa�a-> Qa VI �cn N + P.R.C. W u LJ V tad V) <I --'H0 WJ U N V) z /7 W ' �I 3 d STA. 12+76.02, 18.00RT. d \ J 10+00 11+00 12+00 13+00 (STA. 10+37.00 TO 14+59.17) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL U m -0.51% JC 10+00 S=-0.25% PROPOSED EAST FL M i -i '-PROPOSED EAST FL S 06 ci M M7 U-) 117 Lo - -- If II II II 'n r > > > > W W W J J J w W W a a c c a a 12+00 13+00 14+00 15+00 (STA. 10+37.00 TO 14+59.10) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL UNE BEARING DISTANCE > W w > W J M, L2 W APPROXIMATE EXISTING 133.58' CS o o GRADE 0 CENTERLINE r L4 Lo 27.91' C3 o > Loo 93'20'42" WwQ-.-------------__.-.v 25.00' - Q W N m cn U m -0.51% JC 10+00 S=-0.25% PROPOSED EAST FL M i -i '-PROPOSED EAST FL S 06 ci M M7 U-) 117 Lo - -- If II II II 'n r > > > > W W W J J J w W W a a c c a a 12+00 13+00 14+00 15+00 (STA. 10+37.00 TO 14+59.10) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL �256 364 36d'. 3601 358 356 354 2 350 ELI kAlr44lE) 348 346-- 341 15+00 15+75 364 362 360 35fr 35E 351- 35�' 350 348 346 344- 15+75 LINE TABLE UNE BEARING DISTANCE Lt N 24'27'4:3" W 324.68' L2 N 2427'3'7" W 133.58' L3 N 45'03'09" W 244.18' L4 S 64'29'00" W 27.91' C3 OMt� uw) W.73' Loo 93'20'42" M 25.00' M 23.95' 87'32'42" o U-3 M ,n II : N M> co 34.33' , M 78'41'17" > 25.00' > 32.36' 10436'58" w ��-i II w- •ULz W W> 38.34' 24.09 87'52'27" w 10.00' w o 46'06'31" Lu ``' Z - Z r'i r; w - y- a J w 45'02'32" Cl O 782.50' rh o d' Y I O N n to ti iA g O 8'30110" Co _ rM M U M co N .CTI of O Q � < ti w 117 30.75' to 70'27'51" + +- 794.50' + C J �--- ^�- JAM _-- 74.79' 37.42' --- - - C16 37.00' 56.75' 35.65' 87'52'27" C17 C,)+N 6.44' �} �< LaJ o ' �� mN o =I �I{ �.. U� I -Qa�a-> Qa VI �cn N + P.R.C. N jl V N V tad V) <I --'H0 WJ U N V) z /7 W ' �I 3 �� <- STA. 12+76.02, 18.00RT. tai \ J to B.C. M I ^I JJ 352.25 . 2LOCAL STREETS - PAVEMENT TO BE 020' TYPE "B" . A.C. _l� TYPICAL STREET BULGE -SEE DETAIL "5" ON SHE:f.T 3. =- .7 JJONI S=-0.5191 �'� S=0.37% 12 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. �256 364 36d'. 3601 358 356 354 2 350 ELI kAlr44lE) 348 346-- 341 15+00 15+75 364 362 360 35fr 35E 351- 35�' 350 348 346 344- 15+75 LINE TABLE UNE BEARING DISTANCE Lt N 24'27'4:3" W 324.68' L2 N 2427'3'7" W 133.58' L3 N 45'03'09" W 244.18' L4 S 64'29'00" W 27.91' STONETHWAITE LN. SEE SHEET 3 4 32 J N J;7 I ' C4>- LJ 4> W �n I I V \ IILj NQO 1 ��� �O J II m II�Vv II o=N 1e 1 Occ O J'i 1 a Jv 1 __ __ _� �oOco�o _j -i + 1 N� o f I and 1 cu-) O(N Q� ZUU 0 1 •-p+ U �� I O0 t0 NCorn ^o J Z ¢ 29 �N+ o rn v Oo� / fl Cj 4 W da 1 Lu ;t 30 Z J�+ -j cn �6� // II ^N U Lo -7 o1 U� O' W NC~is¢ 0tom N 1 U CV ^ to 1 � N ti' 1 w `� V) co i a" +o 'n 29+ o N N, I O� toI + a M d a < ^rot o N ;n- U) �I ^1¢ ¢ .I ('^ N C12 1 U N r N 13 1 C11 4 N I P/-\ I I - 16 1 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' .39.27' 25.00' 90'00'00" C2 10.00' 7.95' 4.20' 45'34'23" C3 25.00' W.73' 26.50' 93'20'42" C4 25.00' .38.20' 23.95' 87'32'42" C5 25.00' 34.33' 20.49' 78'41'17" C6 25.00' 45.65' 32.36' 10436'58" C7 25.00' 38.34' 24.09 87'52'27" C8 10.00' 8.05' 4.26' 46'06'31" C9 10.00' 7.86' f 4.15' 45'02'32" C10 782.50' 131.72' 66.02' 9'38'41" Cil 770.50' 114.34' 57.28' 8'30110" C12 764.50' 99.22' 49.68' 7'26'11" C13 25.00' 30.75' 17.66' 70'27'51" C14 794.50' '74.23' 37.14' 5'21'10" C15 800.50' 74.79' 37.42' 5'21'10" C16 37.00' 56.75' 35.65' 87'52'27" C17 10.00' 6.44' 3.33' 36'52'12" 11+00 - C2 S N 12+00 '-- - _._._S-13+00 - _ -- ------i4+00- L3 14+00 C13 ;' Z -43 C10 6-1 A)-- 9 - - - - -L-- L3 i PA STATIONING TABLE - MEDIAN CURB 18 REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. ® B.C. STA. 13+73.63, 3.50LT. 35079 351.29 STA. 10+59.14, 15.00LT. STA. 10+59.95, F.O.C. 351.83 Q ZLo ® P.R.&. _ STA. 13+94.87, 5.50LT. 350.8 351.37 ® E.C. STA. 14+00-.87, 7.50LT,. _ - 350,89 351.39 ® B.C. STA. 14+08:87, 7'5OCT.' -____350 92 351.42 ® P.R.C. TA. 14+14.87, 5.50LT. 350.94 351.44 j O CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND a NOT USED ® B.C. STA. 14+.36.11, 3.5OLT. 351.02 351.52 ® E.C. STA. 13+73.63, 3.5ORT. 350.81 351.31 _ STA. 10+59.14, 15.00RT. ' Q + + II 35 a: II U 01 STA. 13+94.87, 5.5ORT. 350.88 51.38 ® E.C. STA. t4#110,87, 7.5ORT. 53 0.91 351.41 © B.C. STA. 1 , 7.5 . 350.94 351.44 ® P.R.C. TA. 14+14.87, 5.5ORT. 3%96 51.46 STA. 11+88.47, 18.00LT. •--- 29 87; -3 wlLL B.C. ® E.C. STA. 14+36.11, 3.5ORT. 35104 351.54 11+00 - C2 S N 12+00 '-- - _._._S-13+00 - _ -- ------i4+00- L3 14+00 C13 ;' Z -43 C10 6-1 A)-- 9 - - - - -L-- L3 i PA N 18 C Ln Lo 4 DESCRIPTION C.L. STATION r` 1 II P.R.C. STA. 10+59.14, 15.00LT. STA. 10+59.95, F.O.C. 351.83 Q ZLo _...----- .-..-. 351.88 + B.C. STA. 12+53.72, 18.00LT. STA. 12+55.34, F.O.C. 351.41 ® P.R.C. STA. 12+60.86, 15.00LT. STA. 12+63.30, F.O.C. 351.33 0 NOT UsEO GJ ECR BC 04 ❑ F¢ W VI j O CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND a NOT USED \ "W3-3" - SIGNAL AHEAD "Il -1" - CURVE ARROW 10 I to � M M (/�) r1 POINT OF INTERSECTION TP TOP OF PAVEMENT - - o Lo ui �J _ STA. 10+59.14, 15.00RT. ' Q + + II _ E.C. a: II U 01 351.88 II m N O II PA ©2 P.R.C. ;n ci STA. 12+63.30, F.O.C. I m inin r 364 --- - 362 360 358 356 m 354 352 A 350 __�__v__ 348 -- ---- -- - -- -- - - - - - - - -- -- 346 344 10+50 11+00 12+00 13+00 00 N STATIONING TABLE C2 360 W C2 DESCRIPTION C.L. STATION F.O.C. STATION o•. ❑1 P.R.C. STA. 10+59.14, 15.00LT. STA. 10+59.95, F.O.C. 351.83 Q E.C. _...----- .-..-. 351.88 30 B.C. STA. 12+53.72, 18.00LT. STA. 12+55.34, F.O.C. 351.41 ® P.R.C. STA. 12+60.86, 15.00LT. STA. 12+63.30, F.O.C. 351.33 a NOT UsEO INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ECR BC ENO CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ❑ NOT USED SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND a NOT USED \ "W3-3" - SIGNAL AHEAD "Il -1" - CURVE ARROW 19w_j2( ® 21 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - o �g P.R.C. _ STA. 10+59.14, 15.00RT. STA. 10+59.95, F.O.C. O II _ E.C. STA. 10+66.28, 18.00RT. II U 01 351.88 II m N O II PA ©2 P.R.C. ;n ci STA. 12+63.30, F.O.C. 351.33 Q r STA. 10+79.69, 15.03LT. STA. 10+86.91, 18.00LT. ,� 1 r 1 C'rI STA. 11+88.47, 18.00LT. � 352.67 wlLL B.C. STA. 13+77.23, 18.00LT. STA. 13+76.01, F.O.C. cal 17 1 tG CO z � 18 o ' STA. 11+15.36, 18.00RT. o 352.85 �I{ o STA. 11+88.47, 18.00RT. STA. 12+32.45, 18.00RT. I N + P.R.C. N jl STA. 12+42.08, F.O.C. N ©2 + N ' �I 3 �� <- STA. 12+76.02, 18.00RT. CJ ' \ J U JJO B.C. M I ^I JJ 352.25 . 2LOCAL STREETS - PAVEMENT TO BE 020' TYPE "B" . A.C. _l� TYPICAL STREET BULGE -SEE DETAIL "5" ON SHE:f.T 3. m JJONI �'� OVER 0.40' AGGREGATE BASE OVER 1.03' COMPACTED O.G. TO 12 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 1 I ci c i BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST v'� I L U C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 1 cj '� 3. ALL CATCH BASINS TO BE TYPE "A" WI'(H 3.5' OPENINGS r¢- N ^ W V1 U M'A < ^t10OH t9 � M�� ^COO In O N CO'f 1 I � � � � � ��u7 V V LO I U cc 04 co I rn Ll: Ln n ' ('� ma +++ 8 w �N� I w ��� I rl � 1 I�<< v r; -.4 cd I � << I U<< 1 14J N CCA til N Lno I m C!') N VI I m V) V) HADLEY PLACE (PRIVATE STREET) (STA. 10+:°0.00 C.L. TO 14+32.65 C.L.) SCALE: 1" = 50' HORIZONTAL (STA. 10+56.75 TO 14+04.50) SC,LE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 364 N 362 U p Ln STATIONING TABLE M 360 W REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. ❑1 P.R.C. STA. 10+59.14, 15.00LT. STA. 10+59.95, F.O.C. 351.83 Q E.C. STA. 10+66.28, 18.00LT. STA. 10+67.91, F.O.C. 351.88 30 B.C. STA. 12+53.72, 18.00LT. STA. 12+55.34, F.O.C. 351.41 ® P.R.C. STA. 12+60.86, 15.00LT. STA. 12+63.30, F.O.C. 351.33 a NOT UsEO INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ECR BC ENO CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ❑ NOT USED SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND a NOT USED \ "W3-3" - SIGNAL AHEAD "Il -1" - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALk YD. ® NOT USED _ PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - o �g P.R.C. _ STA. 10+59.14, 15.00RT. STA. 10+59.95, F.O.C. 351.83 QO _ E.C. STA. 10+66.28, 18.00RT. STA. 10+67.91, F.O.C. 351.88 11 B.C. STA. 12+53.72, 18.00RT. STA. 12+55.34, F.O.C. 351.41 ©2 P.R.C. STA. 12+60.86, 15.00RT. STA. 12+63.30, F.O.C. 351.33 Q P.R.C. E.C. STA. 10+79.69, 15.03LT. STA. 10+86.91, 18.00LT. STA. 10+80.16, F.O.C. STA. 10+88.02, F.O.C. 352.87 352.92 15 E.C. STA. 11+88.47, 18.00LT. STA. 11+87.24, F.O.C. 352.67 16 B.C. STA. 13+77.23, 18.00LT. STA. 13+76.01, F.O.C. 352.19 17 P.R.C. STA. 13+84.38, 15.00LT. STA. 13+83.96, F.O.C. 352.12 18 B.C. STA. 11+15.36, 18.00RT. STA. 11+15.36, F.O.C. 352.85 Q ® E.C. B.0 STA. 11+88.47, 18.00RT. STA. 12+32.45, 18.00RT. STA. 11+90.15, F.O.C. STA. 12+3_4.13, F.O.C. 352.66 352.55 21 P.R.C. STA. 12+39.59, 15.00RT. STA. 12+42.08, F.O.C. 352.48 ©2 P.R.C. STA. 12+68.87, 15.00RT. STA. 12+72.99, F.O.C. 352.40 3 E.C. STA. 12+76.02, 18.00RT. STA. 12+80.94, F.O.C. 352.44 ® B.C. STA. 13+53.80, 18.00RT. STA. 13+58.73, F.O.C. 352.25 (STA. 10+56.75 TO 14+04.50) SC,LE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 364 N 362 U p Ln M M 360 W W M Lj 12 358 L coAPPROXIMATE EXISTING Oj r GRADE 0 CENTERLINE 356 a m H- - < 1 v - - - - U - ._s - __.. 00 W 354 20 352 �=--0.25% 350 PROPOSED EAST FL I 348 1 ' ) 346 -- -- - --- i -- --- -- 344 - - 1 -1--- ---- -- 11+00 12+00 13+00 (STA. 11+15.36 TO 13+54.92) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND: LEGEND (CONT.): LEGEND (CONT.;l: CONSTRUCTION NOTES: ABBREVIATIONS Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1" - STOP "SS CI CURVE NUMBER FOR CURVE DESCRIPTION Oj CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 FL CL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE 00 -2" -END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" - DO NOT ENTER "w31(CA)" -END ITEM OF WORK -SEE SCHEDULE 20 CONSTRUCT 5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA)" - NO PARKING "W14-1" - DEAD END FLOWLINE STATION -SEE TABLE Z W I BCR BEGIN CURB RETURN PI POINT OF INTERSECTION J "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET NOTE:: 30 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ECR BC ENO CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE W co "R4-7" -KEEP RIGHT �-7" -DOUBLE ARROW "R81(CA)" -EKE LANE 'W1 -s" -SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND EC END CURVE TC TOP OF CURB \ "W3-3" - SIGNAL AHEAD "Il -1" - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALk YD. g �� 6 CURB FACE PER DETAIL ON SHEET 2. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. m CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED m OF VERTICAL CURVE FC FINISH CONCRETE ¢ c, w 6 O STANDARD PLAN R.S.P. A88A-CASE A -DETAIL EI. P.O.C. PA POINT ON CURVE FC FINISHED CONCRETE PROPERTY LINE R/W RIGHT-OF-WAY ® STORM DRAIN MANHOLE - noN DESIGNATION: 60 NOT USED E.P. F.O.C. P.A.F.L. EDGE OF PAVEMENT A.P. ANGLE POINT FACE OF CURB C/G CURB AND GUTTER PARKING AREA FLOW LINE REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER SECTION LETTER A O INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. - - - - - - r..", cD c REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.2 s SEWER -REFER TO SEWER &STORM DRAIN FLANS SHEET MHERE SECTION Is SHo1M1 O SEE WALL PLANS FOR PROPOSED BLOCK WALL & GATE DETAILS EXISTING SURVEY MONUMENT 0 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1.' SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. NOTES: O9 PARKING AREA 6" THICK CONCRETE - SEE DETkIL "2" ON SHEET 2. - FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. O SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN FLANS AND DETAILS. 10 TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 3. � FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. ■ ■ ■ ■ ■ ■ TRACT BOUNDARY . 2LOCAL STREETS - PAVEMENT TO BE 020' TYPE "B" . A.C. 11 TYPICAL STREET BULGE -SEE DETAIL "5" ON SHE:f.T 3. W STANDARD OR APPROVED EQUAL. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 1.03' COMPACTED O.G. TO 12 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PARKING AREA - SEE CONSTRUCTION NOTE 9 BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 3. ALL CATCH BASINS TO BE TYPE "A" WI'(H 3.5' OPENINGS 13 CONSTRUCT TYPE Al -6 CURB WITH 6" REVEAL PER CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CALTRANS 2010 STANDARD PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) FARINGFORD LN. SEE SHEET 2. i I I I � I I � I i 1 i i + i ! tr I 1 � 1 1 ;o I i '� i 1 �C) i -+ I Ni I 11 i i 364 362 360 358 356 354 352 350 348 346 344 14+0014+25 364 362 360 358 356 354 352 350 348 346 344 13+75 5 z II J J at o_ o. W Z as ♦ = W J J \ CJ U CS0*4 D ,b M wiM +rn N N N f�EUOnD DRAWING SCALE: 1 " = 50' 50 25 0 - 50 100 < II Q c lA N N < 00 N \ O Z00r s: UtY � o Z W I Z a J �. U H W co =1 0 _J \ r W c0 g a0 N Z m w m o ¢ c, w 6 cn c U 5� < II Z s: CL Z 1 �. 2; H c =1 0 F- Z K 4 co C) c, Z 0UJI c 5� N W 1IX r..", cD c < I Ct:S Ln 0 0 I� I W I Q