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Home My WebLink About1.1-7202 1 & 2 Record Drawing_ � r A.C. PAVING TESTING NOTES., SP7 -39,01 7 -1. ASPHALT CONCRETE (TYPE 'B'). 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 -2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR --4000 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. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39 -2.02, "AGGREGATE ", OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. 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 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 - O _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 JOINTS SHALL MATCH 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 COMPACTEU. TO FORM TEMPORARY CONFORMS BEFORE, THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 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 DEVELOPER'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 DEVELOPER'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., At D IEE I E3 F= I EE 1� I EPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART KERN COUNTY CALIF VIA 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 -161 T -1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: STREET CONSTRUCTION PLAN.S 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER FCC 0.50' 0. G.. O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. SUBSTANTIAL CON..FORMANCE 4 D MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. ST- �''' N R Ll A C v O TO BE INSTALLED T R T 44 U I T T z OO EXISTING '"S I D E W A L K � } CENTERLINE STORM DRAIN W 6' WING CK 5. T INSTALL TRAFFIC CONTROL SIGNS -}- INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 � � o -Q- INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 O N S I T E LEGEND (CObIT.) UNIT 5 4 INDEX INDEX OF SHEETS UNIT 8 - POST TOP PER DETAIL HEREON. FL FLOWLINE POVC •r' SHEET 11, STANDARD. NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., At D IEE I E3 F= I EE 1� I EPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART KERN COUNTY CALIF VIA 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 -161 T -1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: STREET CONSTRUCTION PLAN.S 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER FCC 0.50' 0. G.. O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. SUBSTANTIAL CON..FORMANCE 4 D MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. ST- �''' N R Ll A C v O TO BE INSTALLED T R T 44 U I T T z OO EXISTING '"S I D E W A L K � } CENTERLINE STORM DRAIN W 6' WING CK 5. T INSTALL TRAFFIC CONTROL SIGNS -}- INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 � � o REV151,0N �__ VV A pP2oXED By:, RoCryeR A. MeliuTOS►-i Re!VrS /oN �pPRouEO B`(: ` NjAf2 AN SHAW G,�. tV DATA LEGEND_ -Q- INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 O N S I T E LEGEND (CObIT.) UNIT 5 _c>_ STANDARD 5800 LUMEN H.P.S. V. Old 16 ' INDEX INDEX OF SHEETS UNIT 8 - POST TOP PER DETAIL HEREON. FL FLOWLINE POVC ED, - INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S. V. SHEET 11, C.O.B. STD. ST -14. CL STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY IN ACCORDANCE BVC BEGIN VERTICAL CURVE r,.-.. WITH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN. ELEV ELEVATION EVC "B" �= TITLE SHEET CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS 6. INSTALL TYPE CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL PI POINT OF INTERSECTION 351 STREETS UNLESS OTHERWISE NOTED. � 2. HUCKLEBERRY DRIVE END CURB RETURN 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 3. LEMON LILY DRIVE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER 4-R• 4• TRUMPETVINE PLACE POINT OF COMPOUND CURVATURE -!- EACH SEWER LATERAL. rj. BOTTLEBRUSH DRIVE END CURVE 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. 60 . CONEFLOWER DRIVE *R6-1"- ONE WAY "S5 -2" - END SCHOOL ZONE PIVC SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A d ` 7. CHECKERBLOOM DRIVE TOP OF PAVEMENT CURB AND GUTTER REMOVAL MINIMUM OF 6~ �cK. � . OF VERTICAL CURVE 10. INSTALL HANDICAP RAMPS PER C.O.B. STD. DWG. ST -19. r i nj I ♦ 923=: m- _ =AA "W144 -1 "R26(CA)" - NO PARKING - DEAD ENE} 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW T.O.M. TOP OF MANHOLE SQFT PAVEMENT GRADE. 10 . SCOTCH BROOM WAY & PROPERTY LINE 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING SKY LUPINE LANE "W14 "R4 -7" KEEP RIGHT W1-7 _ DOUBLE ARROW "� E.P. DAYS PRIOR TO CONSTRUCTION. 1- 800- 227-2600. 11. CANDYTUFT WAY & STORM DRAIN MANHOLE 13. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS BLUEBELL PLACE EXISTING C/G WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR 6956 " "WI-10 W3 -3 - SIGNAL AHEAD - CURVE ARROW + EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SURVEY MONUMENT PER C.O.B. STD. ST -13. 351 SIDEWALK fi" FROM BACK. '� @ � EXISTING SURVEY MONUMENT 439 117 PALE LILAC LANE 2196 14. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED OD EXISTING TORM DRAIN MANHOLE TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. ` ��ncQ Al �r►li.�c woof s EXISTING SEWER MANHOLE _CD�_ STA. 10 +00.00 TO STA 15 +00.00 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED 15R. 154 WHITE ALDER AVENUE STANDARD OR APPROVED EQUAL. 3 STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, STA. 18+00,00 TO STA 29 +00.00 -- SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK &CROSS SECTION EA. 6 PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED 6 6 4 PRIOR TO ISSUANCE OF THE PERMIT. 16, WHITE ALDER AVENUE 1 16. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL &COLLECTOR STA. 29+00,00 T4 STA 32 +47.72 4 ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE 8t CROSS SECTIONS 3 3 (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, 2 26 LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE EA. 8 9 ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR 2 3 4 CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF 3 36 12" CONCRETE CURB THE °GREENBOOK °. - - 159 AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH --- - - THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 318 BRICK PAVERS SF CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE - 354 354 SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% _ ._.. OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. SAW CUT LF 17. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT 53 26 - STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY - - 163 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 BACKFlLLED &COMPACTED PER CITY STANDARD DETAIL ST -22. i 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COY 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 CONTRACTS IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. FOR ?KA�`j 644$ 01015 20. STEM WATER POLLUTION PREVENTION: CONTRACTOR SHALL STAIN A COPY OF THE TqRU JZ, SE* St:5-P%}I�oAT65 STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE IN V) yI D)AL- 007 -]'RE-C7 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 PAN F-I'X PROVISIONS OF SAID PLAN. CijrtC- rs..nl-n,&i 1'n&IF?l12M4wIC REV151,0N �__ VV A pP2oXED By:, RoCryeR A. MeliuTOS►-i Re!VrS /oN �pPRouEO B`(: ` NjAf2 AN SHAW G,�. tV DATA LEGEND_ UNIT O N S I T E LEGEND (CObIT.) UNIT 5 ABBREVIATIONS UNIT 7 UNIT 8 - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER FL FLOWLINE POVC POINT ON VERTICAL CURVE 779 C.O.B. STD. ST -14. CL CENTERLINE BVC BEGIN VERTICAL CURVE r,.-.. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ELEV ELEVATION EVC END VERTICAL CURVE 706 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 351 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE Ri -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -!- "R1 -1" - STOP EC END CURVE TC TOP OF CURB 2150 *R6-1"- ONE WAY "S5 -2" - END SCHOOL ZONE PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT CURB AND GUTTER REMOVAL " " "R5 -1" -- DO NOT ENTER W1-1" -END 1486 OF VERTICAL CURVE FC FINISH CONCRETE - "W144 -1 "R26(CA)" - NO PARKING - DEAD ENE} P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE SQFT "R3 -5R" - RIGHT TURN ONLY -2" - NO OUTLET PA PROPERTY LINE R/W RIGHT -OF -WAY 7020 "W14 "R4 -7" KEEP RIGHT W1-7 _ DOUBLE ARROW "� E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE 14346 R81 CA -6" SINGLE ARROW (A) - BIKE LANE EX. EXISTING C/G CURB AND GUTTER 6956 " "WI-10 W3 -3 - SIGNAL AHEAD - CURVE ARROW + FURNISH & INSTAL SURVEY MONUMENT PER C.O.B. STD. ST -13. 351 CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. '� @ � EXISTING SURVEY MONUMENT 439 117 EXISTING CATCH BASIN 2196 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. OD EXISTING TORM DRAIN MANHOLE FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. s EXISTING SEWER MANHOLE _CD�_ FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. 0 EXISTING SEWER CLEANOUT - STANDARD OR APPROVED EQUAL. 3 - LEGEND.. (CON T.� ---- -- - - D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS D EXISTING STORM DRAIN LINE EXISTING SEWER LINE • • �� • �� ..... TRACT BOUNDARY --- .... ■-- -- --- -- -- PHASE BOUNDARY 1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE Fil 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. KEY MAP SCALE: 1"=2001 a DENOTES SHEET NUMBER FOR STREET PHASES 5 -12 WILL BE CONSTRUCTED CONSECUTIVELY. SECTION DESIGNATION: SECTION LETTER IL A 2 SHEET WHERE SECTION IS SHOWN c gnaw d, STM, DALE 14104WAY TYPICAL CATCH BASIN LOCATION AT CURB RETURIN N, T. S. gasp of- smwcs ae'+rs aexx °'o meetm xaa m s 12" WIDE BENCHMARK: GROOVED 7 # 8 # # gel BORDER # d; j 8 4 3 # 1 t f $ " 1. -- TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE 0 CD . U � 13 CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD o d ,.,. PLANTER , �� __ 2 _�..� AND CULIACAN AVENUE. �, cv � 9 ...� � �� '9� AR EA �-- � �c, N DME ELEVATION 356.34 PER CITY BENCHMARK BOOK cn 10 E k FOR TRACT 4708 00 35 t c - o Z U- 12 �1 s y PLANTER, �., 'M�' 00 # , Nw..._ __o... AREA, Z .. 13 # 32 31 30 29 28 27 26 1� ...J .. ;. 6 „CONC. RETAINING 14 in e� CURB O Ae..e ._ m.. CURB 0 U) - LEMON ----- �.Y VE ---- -- 1 - - �� x b.a... w_._ k TRUNCATED _.... - � B �' �-� DOMES S!, CO F. xa # NC, 16 m 17 18 19 1 -� 3 .': 1 7 CURB 20 21 22 rr # ... 0. __.. HANDICAP RAMP DETAIL "A { 128- 2 ( •. 5b i 'j 2 T J ..�...:.n... ..�... ...nnw. 66 A -i --A •■ PER CALTRANS STD. PLANS A88A CASE F 41 40 r t y r j N.T.S., LIST OF MATERIALS. ITEM UNIT O N S I T E TOTAL UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10 UNIT 11 UNIT 12 A.C. PAVING TONS 779 691 699 474 444 668 357 344 4456 CL. 11 AGG. BASE CUYD 796 706 714 485 453 683 364 351 4552 SUBGRADE PREPARATION SQYD 5969 5292 5356 3636 3398 5119 2733 2636 34139 CURB AND GUTTER LF 1483 152 3192 2150 2021 3068 1559 1507 15132 CURB AND GUTTER REMOVAL LF 1486 149 -- - - - -- - 1635 DRIVEWAYS SQFT 6480 6300 7740 5220 3420 7020 3960 3780 43920 SIDEWALK SQFT 14346 13943 14261 9877 7530 13714 6956 6277 86904 HANDICAP RAMPS SQFT 351 351 410 293 176 439 117 59 2196 CROSS GUTTERS SQFT 1184 716 - y-- 1900 TYPE "A" CATCH BASIN EA. - - 3 3 - 3 - -- 9 STANDARD STREET NAME SIGNS EA. 6 7 6 6 4 6 3 1 39 5800 LUMEN STREET LIGHTS EA. 5 4 3 4 3 3 2 2 26 MONUMENT ENCASEMENTS EA. 8 9 3 2 3 4 4 3 36 12" CONCRETE CURB LF - - 159 159 --- - - - 318 BRICK PAVERS SF - - 354 354 _ _ ._.. 708 SAW CUT LF 27 57 53 26 - - - - 163 NU It: I. YKIVK IV IFit JIAKI VY ANY F'FiASt Uh 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 &STANDARD! SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. LNUINLLH-S 5 I AtEMENT 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 AL 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 CORRE -ED DURING CG TRUCTION. A Ll ..yo APPROVED BY: RO A. cINTOSH R. .E. 33322 DATE EXP. 6 -30 -10 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 : RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-09 REVIEWED BY: REVIEWED BY: c ) ,"1- LOCAL STREET CL LENGTH LF 1819 j 1639 11672 1129 1068 1613 801 741 10482 ,vg ASST NT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER AVENUE < Z < v AVENUE HARVEST AVENUE DRIVE UNNYBANK AVENUE co cq 0 0& Z x cil � low AVENUE HARVEST AVENUE DRIVE UNNYBANK AVENUE cq 0 w z w > 45014 C' low (iOAp w z z +-- JOHNSON ROAD <t U) �° ACK H A A VENUE ¢ 11ATA AVENUE Of f. w ti+ t STOCKDALE HWY two 1::z PROJ,EC 0 SITt viw� 0 N.T.S. VI INITY MAP y + :: 'N.. d t-) 1m�a v cn Z W V m C) W CL ud w ffA cq 0 C' low C" t two 1::z 0 CIO o m d `t 0 r f I- � I . - � . I I � .. - I I /, I . . I I __ - - . � - , � I I � - I � . 1. I __ I I Z------ -_-_ ____ - - - - .---- - __ - . - __ - �- - � __ _ _.___ _. " . - : ;-,---. . . � - __ - - - � - __ ---.-.-, - --,-!,-_!7.- i � . . � � . �. , I � 1. - I - , 7 . � � I I I . , . � . . . I I . . . I - � � 1. . 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VALD RYE WAY - i I% / A, � .� 1, i cn ,-.7ro 1_. m � ,I � � � �f �l I - � � r- SEE PREVIOUSLY APPROVED i i I . w v C) 4 3 (1) 9� '.4 I' , I i ? 1� w 6 / -1 � t . �_ Lo i 0 9 f 4 � 11 1� ,-, I Inoo ,I --) , _j i _j STREET PLANS PER TR. 6448 � S 1� z: il',_ - - i m� v I i I Al � '! � . �< k 4 .I. ..-) I i ju- ) i i � i � - + + , 3: 1 1 , . i, 6 f I I � 11 58 ' � It' i I co C" ., � - I I � � 58' ', ' I I - � I - 1, I ? - IT-9- � / - � ow -0 . I 4 p I 81 '? i ll"� I � ., ." I.Ir oco 11 11 � T 4 s-z' . � . Ir )Or-- 1�< I ! I � . __j i '_Z i � i . . j$� . w � e 32 32 il � I _j �l /-�, I 1 ,I .:� f PC - - - i i �l i'l )6c3i 71 . � < -11,11, It � Z, � - (-) i!!SF- i 'i __", - , -�. r-, I I , .I"-- 1� I c I Z7 ljz , I � � s � I .1 � I. , / '% al 8 f �;: 2� 0� +4 1 ad (nu) I �,A 1 A � �l �' Y i I I I I k � I" i � I .1 -10 34.."� + + , �_ . 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I CURVE TABLE, REF. NO. DESCRIPTION C.L. STATION ANGENT DELTA 0 1982.00' 48.76' 24.38 i 01"24"35'" (-_?,� \t/ 10.00 2 7.92 1 4.182 45*22'02" 7 9 1 0.00* 7.992 4.221 45*46'46" 0 19-8-8.00' 15.001 7.50" 00*25156" @ 10.00' 7.992 4.22' 45-46'46" /;Z\ k2) - 1 0.00' 7.921 4.18' 45"22102" 0 2000.002 223.74' 111.992 06-24!35'v ro'll\ \,W 2000.00' 87.59# 43.80' 02*30133" @ 2000.00' 81.681 40.84' 02-20*24" @ 2000.002 395.56' 198-43) 11 1 9#55" @ 55.00' 83.58' 52.26' - 87-04!20 n @ . 1 0.00' 7.992 4.22' 45-46235" 1 al 10.00' 7.92' 4.18' 45-22113 " .(9 12012.00 2 10.00' 5.00' 001 7105" - - @ 2018.00'1 164.76 1 82.43' 04*40'41" - STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION . M P.R.C. $TA. 11+56.48, 15.01LT. STA. 11+56.85, F.L. [21 P.C.C. STA. 11+63.70t 12.00J. � STA. 11+64.84, F.L. [31 P.C.C. STA. 11 +78.79, 12.00LT. STA. 11+79.84, F.L. - 4 - P.R.C. STA. 11+86.019 15.01LT . STA. 11+87.83, F.L. 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ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVA11ON EVC END VERTICAL CURVE PI POINT OF INTERSECTION I E CURVATURE PCC POINT OF COMPOUND CURVATURE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VER11CAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE I EX. EXISTING * FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. @ EXISTING SURVEY MONUMENT L FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. I _<D_ FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. D EQUAL. . ED FURNISH & INSTAL! STREET UGHT-9500 LUMEN PER C.O.B. STD. ST-14. ,.-.I--,-,. ,&�_,!' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS � CONSTRUCT 18' BOTTOM IMDTH DRIVEWAY W/3' WqNGS PER C.O.B. STD. ST-4. (UNLESS OTHERVASE NOTED) * LEGEND, (CONT.1, Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: a "Rl-l" - STOP "S5-2'9 - END SCHOOL ZONE "R6-1" - ONE WAY 'OR5-1" - DO NOT ENTER *W31(CA)" - END "Wl4-1* - DEAD END "R26(CA)" - NO PARKING It "R3-5R" - RIGHT TURN ONLY W14-2 n Wl-7" - DOUBLE ARROW '"R4-7" - KEEP RIGHT mR81(CA)" - BIKE LANE "Wl-6'9 - SINGLE ARROW '"W3-3" - SIGNAL AHEAD "Wl-l" - CURVE ARROW - __ D "Am IN TYPE PER C.O.B. STD. D-14. EXIS11NG CATCH BASIN __ I ID EXISTING STORM DRAIN LINE - , s I - EXIS11NG SEWER LINE OD EXISTING TORM DRAIN MANHOLE os OLE C EXISTING SEWER CLEANOUT �� = m �� m w �� = m �� TRACT BOUNDARY � � � � � � � � � PHASE BOUNDARY * LEGEL4 D . (CON T,) 0 (i) DESCRIPTION (b Fil FLOWUNE STATION - SEE TABLE NOTE: . SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT D SPECIFICA11ON PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. I SEC11ON DESIGNATION: SECTION LETTER SHEET WERE SECTION IS SHO CON SIRU CTI ON N OTE S_: ( ) CONSTRUCT TYPE "B" CURB & GUT17ER PER C.O.B. STD ST-1 . �1111111111111,�� 9 �� CONSTRUCT 4.5 1 STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ( ) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH. OM4-3 MARKER AT PHASE BOUNDARY OF ( TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ( ) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. . . (D NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER AND STORM DRAIN PLANS I ( ) BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 9 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 1 0. � E EXISTING CURB & GUTTER. � TER TO REMAIN. � TYPICAL POP-OUT - SEE DETAIL ON SHEET 10. � TYPICAL CORNER - SEE DETAIL ON'SHEET 10. ADJUST EXISTING SEWER MANHOLE STORM DRAIN � MANHOLE AND SEWER CLEANOUT TO NEW FINISHED I . I I I � I . NOTES: . I 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 f 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. "'; ;.,-:; ''�.; , ,f " ,� 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AW ,j"'erpor....�,. �v ., _�'i " .1, ", �""''.,� , ��_ I., , "'o I., , , I 11 1,,�,�,, ��,_-, , � -;� 1, SEWER CLEANOUT TO FINISHED G ADE. ,�� I'., _1,!l_)o I , ` " I z ,� 1. /, .�t . . . . . '..W.M . . . . . . . ;il _ :_ � ,:_-�_', 11 :- e� _1 ...". 'I., . , .1. � I , "'! 14.�77 ,��,�v ,,, lw�l I'' . ,.".�,111. --", , � I I "o" . � "pl. ."', " , , I �.- ",;, 1, �`,� ,- , "' ,�, 1, . 61- I , _ �/,�,.� -_ "% � i , i , � ll� 4, '1� %14 1�� - I ;. , - . ,.,',� A. ,,, .11 .. . . I f ",?,., I 61" .- ..�,(\ , "". , 11;1�. 11. I " ;., I - . "e',"N - ..��'",�- -.... I .� - 11 '�;, I- ; " *40. 9, . , �� 'o, .1, I'- ,."_.� 1. . � J � "tj 4,., , 4 .... � 4 .. I �l "I ; � - 1�11 � .�. --q, I ,�, , I I I . - I N , I ,� � � - - k � , . I I ul I .'t' -� - I N 1,4n, � , � � :: , � w_��,, � 4 , .f 1�i 4 " �� 11 .. . , � !, � o � � . n", " , 1, �',, ., I , . , . �0� . 1. . .., �l �� I I .1. I I . - , I , i ��l , "�1�11, ` 4 0 . , . 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SEE SHEET 16 BLUEBELL PLACE cr- :z uwj 04 If c_> C:) SPIREA STREET :z IT- Lo uj C> of-- C/G TO BE REMOVED SEE SHEET o6 06 :ml-- SEE PREVIOUSLY APPROVED 18 18' U.1 c� 27 V 9 uj=:) AND REPLACED t�:= i_j 11 U-1 C, If ) m " 26 c:) STREET PLANS PER TR. 6448 C-4 430 3011 U-1 uj SEE SHEET 18 30) - cn Cs LL> J < w 30' m 18) 18' 1130 30,1 04 C3 j 3 2: °© CD u- Lj_ '28 3 LZ i I _j_j Lz 32 0 31 c) u: 18 13 C4 C4 C,4 (6 0 1�6 w 1* uj QD X 4 cn 4-cn 4 z co I I - >_ -j >- :�,i >- <:� M - t Z, i I r >- U-i cq >- U-i uj C) md- - co i ? i I k�� 4 t -,, co U>�j C &N < oi I* cn ui r�_" < 00 < < m co < < < n:z ++ c*_j CD 00 < C:) CD X >< rn rr)ro w "4-Lo rl-) :z . . .q- C> ��: + c) + + C3 r--C:) n LOU') LLJ + C) + w + =:)LJLJ + . + ui LLJ L'i CD Ld + ui 0) 14- Ljj + + + + C� 0000 LLJ V_ co ui 64 LLJ CD r_ 00 t1r) -4 -.14- Lo Lo LoLo LoLo M ..... �> - CN z: ++ > , SEE PREVIO SLY APPROVED :mw + - C-- rnro V_ v-- v-- uj tocN I I I CN >< ��! I v + W co mm: Lo CN m + + I LLJ ry V_ U + 1 4 + m V-V- + n + Cl -Lo uj CN C) V-- C:) IN 04 C) L0 + STREET PLA S PER TR. 6448 OLD C) <� v- v- c) tz �y V) V.- -ce Lo :z Lo (n(n:zm ce- :z< :z cr ---)j w < U) =3 V) C) w 9 c) V) C:) 9 < (3j (31 < (=)j co C>j V) CD cn 00 < (nv) cn (n uj um :z (n 00 cn EX. SIDEWALK 14 EX. DRIVEWAY ui j7EX. P/L 2 ca:) m En/ 5 z: 9 1 PA 1cn cn cn /-P TYPICAL >< N 6 _j F Ck INTERSECTION EX 18' DRAIN 00 ....... ...... \4 el X. C/G 00 4 EX. CT6 *D I-D EX. 18" DRAIN 12 U3 -314.20 D 5 STA. 19+50.57, C.L. LEMON LILY D Lo 18' V) TYPICAL E L2' I qn� -14 J. 3, 00 Rn(�O, (,I I TTFP EX. CROSS GUTTER 14+00 2 SEWER R. 70.43 ... S_ 12 STA. 16+21.70, C.L. SPIREA STREET INTERSECTION 2 EX. 8" SEWER EX. 8 +0 i _ I- I I 0 19 S_ ____11+00_ 65.94 - S 89*29'48*E-1 2+00 S13+ U-) - ___+_ - - - - _p F_ STA. 10+00.00, C.L. LEMON LILY DR.= @1 4 6, 8 SEWER--'eo' A -15+ 00 - ;;�- _' 17+00 EX. 8" SEWER 8 16+00 EX. CROSS GUTTER - 4 -EX. C/G _(D 00 + 18�00 950.57 19+00 STA. 29+65.52, MITE ALDER AVE. 15 z 4 EXIST. PAVEMENT-, Ex. c/G---,,, 11 TV 15 i-00 co ju: .1 eq f--: LL_ -u-) m >� ro to 00 Lo L4j C> to C1 Go N"I 01 O 40" co CN Lo 11 < co U- ro Lo Ld L6 U'�p Ld :z CY3 C> < < Q0 ro >: 3.1 + 3: " co 3: r-- + 2- LAJ LLJ V_ LLI + + LLJ + C'14 18 T 118 11 �:> C) I In Cju.: I < cr_ 16 130 .-130,11 1 M J 0000uj m I< C) < < < X: U- cn Icn C-30 cn cn V) 1(n PORTION OF EX. 0000_4 C/G TO BE REMOVED ++ (n AND REPLACED c>a --J U) < w 17 SEE SHEET 18 MITE ALDER AVENUE X .:m 0,: SEE SHEET 16 uj <<m CL I-t-o w m E.C.R. (=Ni cncn z: STA. 10+36.73t C.L. 12.00RT.= STA. 10+36.73, F.L. U N I T 6 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 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. (P 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. EE) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 189 BOTTOM WIDTH DRIVEWAY W/31 WINGS PER C.O.B.- STD. ST -4. f UNLESS OTHERWISE NOTED) 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 CURVE TABU CURVE RADIUS LENGTH TANGENT DELTA "R1 -1" -STOP "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE 25.00' 39.45' 25.18' 90-25909" 25.001. 39.09' 24.82" 89-34'51'8 U 25.00' 39.27' 25.00' 90-00900n F (�) 1 10.00" 1 7.95" 1 4.20" 145.34!23" L 2:) PA.1 _j __j EX. SIDEWALKt-,/ V) 2D H I EX. P/L _j __j i I __j I I i U-ILL- T_ 4 1 ;,4 Li L� 7 CD -C:) cxr co cr� 01 C) a) SN cd u j >_ 4 m EX. DRIVEWAY o6 w V- CN C) L W < :zm < ai 4 oi C) c) TYPICAL U) ai C) 0-) CO 0 L&j 00 < n + + < 00 + + CD + + + z: 00 i. + Lam. w ro -j °° "q- > Qf C) co Of w C) C) < c) < _j _j C-4 C> < c) co 0 (i (3 , • �_ I -ce i I- �Nd C-4 5 m Ck C�4 A 1130 cn c->1 V) < < co c) cr 30 cn cn, 4,: 0 71 9 V) - All. L 30 -1 k_J u") Of 11_ 00 m + + C-0 co U) :z to .4- 1. )8' 30" r< cli Ld "I ui NN cqcD ++ L!8� 18' 11 LoLo uu: C) C) 22 at 20 21 c) - - -- 23 24 m PLACE ce ci • C/) ++ X i 1- 25 t= BUTTERCUP PLA CDI— c1f to C) 0 cn cn :z SPIREA STREET CD cn cn w Irl- %_ =:) cn cn SEE PREVIOUSLY APPROVED SEE PREVIOUSLY APPROVED :z "Lo STREET PLANS PER TR. 6448 - < CONSTRUCT NEW + + U loto N I T 2 STREET PLANS PER TR. 6448 cncn AC PAVING PER NOTE 2 << cncn (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1 it = 5' VERTICAL in 11 147 11 1d 1a 40 4-f 4n A0% lu 11 12 13 14 15 16 17 18 19 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 1" 20 362 T co C' � Lo ui • -4 _rQ gza 360 • • 5 uj .ne I i uj __j ui ui I =3 uj U) C) < LU bi < Ld LZ 358 Lo odl Cou- < bi >< m co bi Ee Lj_j - 356 M t F-) f -- 1 4 jj -.:j LLJ U) + ui L0 - tr11- L0 `�xo V) C I f % C) iqj VD or cn d 0 < G CENTER "A < i LI�E < 1EXISTIN MCI, U-) of Lu U cn -------- - ------ ------- 3541 U) bi cn _4 m -- ---- -------- S -(0.62% _4 ----- ----- --------- --- --------- T- j. 0 1 IN SOU 1 1 1 1 "CAVIA-Fli- S s ------- T' E (ISTING U TH W!LINE 0. 1 % 3521 S_ I s 1025% _j L2 �oj TI E + LL:. EXI 121 WIDE 4 i Nn 350 G GRous '41.0 __4 C)� i W�)�) GU I ILK ® CENTERLINE § + i4 �' t 7 b s 4 a § 6 s k t 4 � & s � � �' 'q"' £ � c � � ' k 4 � � � � 348 :z L 346 A left �. w m m .....rte.. m m .. TRACT BOUNDARY � - mm-* ammm - - - . ■- PHASE BOUNDARY 11 14 LEGEND (CONT.): O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil 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 DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN 14 15 16 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5INSTALL W31(CA) SIGN WITH 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. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 17 18 REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER TO REMAIN. TYPICAL POP-OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 19 1( 362 360 358 356 354 352 350 348 346 1 NOTES* 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 I SEWER CLEANOUT TO FINISHED GRADE. 0 7 co LEGEND iCONT.).- 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 "R5-1" -- DO -END DO NOT ENTER " wW14-1" -DEAD END "R26(CA)v - NO PARKING " "R3 -5R" -RIGHT TURN ONLY W14-2" - NO OUTLET "R4-7" -KEEP RIGHT vW1-7n -DOUBLE ARROW "*R81(CA)" -BIKE LANE *Wl-6" - SINGLE ARROW "W3-3" - SIGNAL AHEAD "W14' -CURVE ARROW D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS "A" CONSTRUCT CATCH BASIN TYPE PER C.O.B. STD. D-14. EXISTING CATCH BASIN D EXISTING STORM DRAIN LINE s EXISTING SEWER LINE (0) EXISTING TORM DRAIN MANHOLE r ISD EXISTING SEWER MANHOLE 1 EXISTING SEWER CLEANOUT �. w m m .....rte.. m m .. TRACT BOUNDARY � - mm-* ammm - - - . ■- PHASE BOUNDARY 11 14 LEGEND (CONT.): O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil 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 DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN 14 15 16 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5INSTALL W31(CA) SIGN WITH 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. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 17 18 REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER TO REMAIN. TYPICAL POP-OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 19 1( 362 360 358 356 354 352 350 348 346 1 NOTES* 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 I SEWER CLEANOUT TO FINISHED GRADE. 0 7 co z 0 W cn CD 0 CD ll_�_[It1St �-�'l_ EX. STORM DRAIN EASEMENT PER DOC. NO. 0206001828, DATED 01/04/2006, 0, R. 2 V � INTERSECTION mm Nom STA. 10+00.00, C.L. TRUMPETVINE PL.= STA. 26+85.51, C.L. WHITE ALDEN AVE. 4 5 Ld w 2 r-1 m 2 30 29 28 < <1 379 19 31 w (y WHIM ALDER AVENUE C> V) V) U N I T 7 ti zl- qFF qWFFTq 1A Z IR C) r-% z CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA (D -0 25.00' 39.45' 25.18' 90'25'09" --- 25.00' 39.09' 24.82' 89'34'51 " 0, 10.00' 7.95' 4.20' 45*34'23" L6 I- L.L ju- LZ CN 1-A CD - ,Of U2 -j I ry Lz Lz CD C> CD S TA110NING TABLE C) Ld Lo 0 C3 C) n c> CD cr�j m Of z: CD C-Q 14-1 'md- W C) REF. NO. DESCRIPTION C.L. STATION c6 C'� 06 >- 7 14- - C'�! cd F.L. STATION t6 > 14- >- 4 ), . CD M C3 a q. 0) Z < C�j U-i to < CA cd < C'4 z a SEE PREVIOUSLY APPROVED B.C. STA. 10+47.27, 12.00LT STA. 10+47.27, F.L. NNW ui oLL: + �j + + V-- 3r. + C) ui UJ + STREET PLANS PER TR. 6448 ou� •oLz CNI du� du- 5 30 f :> 1-j 30'11 Lu Of Rl P. R. C. STA. 10+54.41, 15.00LT. j STA. 10+55.22, F.L. STA. 12+57.04, 15.00LT. STA. 12+59.47, F.L. Of (.jLj-: du- D-W t nn I< in V) < Lot,%- < C3 CAD I-- t-- CNRI: In <1 -cc 00-4- "d-CN I-- >< I-- V) cl F- V) JU) (=�j En r,:C:i IV) -d V) 18 P. R. C. Now En En ncN U-i -J� s Coto En co u - m 31 + + m 00 ♦ 00 ++ CNM + + ++ ++ 30 301 P.R.C. STA. 12+86.33, 15.00LT. STA. 12+90.37, F.L. C>C:> C>C:> Who v- IV-%- + + + + WITE AM AV04UE < ❑ ro B. C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. SEE SHEET 15 c -c� d << z TAHAMA WAY '130 0 00C) 24 25 U-i V)V) UJ EnEn c6 cncn m OV) ui V)V) Eoc) P.R.C. d SEE PREVIOUSLY APPROVED STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. as V)V) Li V) U) C-) STREET PLANS PER TR. 6448 SRREA SMEET 0' V) P.R.C. STA. 11+44.99, 15.00RT. STA. 11+47.42, F.L. CONSTRUCT NEW Of ++ U N I T SEE PREVIOUSLY APPROVED E.C. uj 2 AC PAVING PER NOTE 2 1- STREET PLANS PER TR, 6448 F§l P. R. C. STA. 11+74.28, 15.00R T. STA. 11+78.32, F.L. STA. 11+52.14, C.L. 12.00RT.= 23 Z 26 ® P.R.C. STA. 13+65.49, 15,0ORT. STA. 11+55.37, F.L. Vill 9 (=01 fnfn STA 13-4- 71 15 FL 3621 ----- ------ 360, 358 356 1 354' 352 350 348 346' 364 362 360 358 356 354 352' 350 362 360 358 356 354 352 350 348 3w • LEGEND.. ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.Q.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. 'ED FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14, EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) UNIT 7 k,222 TRUMPETVINE PLACE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 51 VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED Lu Uj SIC 10 =1 10 Cl Lo ro N Lo Lo ro Lo N- ............. . . ... ........ ------ ...... W4 --- I ui Lij Ljj -- -- --- ----- -- . ...... ..... 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STD, D-14, UNLESS NOTED OTHERWISE, 4, ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND SEWER CLEANOUT TO FINISHED GRADE. 6 k go N 0 iv .N4'�, -.o-9 L3 R A411,111 m 0 n �� o 2 co ch 0 CJ N- ............. . . ... ........ ------ ...... W4 --- ui �-j ti -- -- --- ----- -- . ...... ..... --- - ------- . . ......... ----------- - Ld ---- -------- ----- -- - - ------------- 362 Ltj 4pl% < C-4 -y 0 Nk Z wo ..... . . ... uj cp U5 m x C) m uj V) . ...... + z ------- --- -- ---- .......... 'o 35, a FWN004 -- ----- ---- is --- ------ ---- CL C > ll— 0 ------------- J56 CENTERLINE 0. g6 % -4- p S, .0.11% ------- . ...... ...... ..... . . EXISTING )GROUND r. ......... - ----- -------------- . .... .. STING CENT�RLINE k i 4 @ CENTERLINE I-- 17L 00 Z z ...... . ... . ...... Z52 12 UNIT BOUNDARY STA. 13+69.64, 12.46RT. STA. 13+76.06, F.L. 11 -ji C. R. STA. 13+82.64, 12.0ORT. STA. 13+89.10, F.L. 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STD, D-14, UNLESS NOTED OTHERWISE, 4, ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND SEWER CLEANOUT TO FINISHED GRADE. 6 k go N 0 iv .N4'�, -.o-9 L3 R A411,111 m 0 n �� o 2 co ch 0 CJ 0 ci x 0- LLj ui �-j ti p W W uj cc UL 0 =1 V) 0 ui ti Z 4pl% cot Z UJ (f) C> z a FWN004 (COD CL C > ll— 0 o p w z V) F= ui H 0) > 00 Z z Imm w an Cv� ft a: Lj ry U U-t Lo m 0 LLW z m co M c 0 =3 En C? v- P z V) L0 0 0 D L a- -4k cr- C3 LLI V) Lli CL LAJ Ld cr_ t I cn C:) cv D Q© p W W uj cc UL 0 cm 0 04 ti 4pl% cot Z UJ a a FWN004 (COD CL ll— 0 o p w z M aw) ui H 0) > 00 Z z Imm w an Cv� ft a: W W 0 LLW z m co M c 0 C? v- P z V) 0 0 D p W W uj cc UL 0 ............ ...��, ......,� it NIT 7 �Z EX. STORM DRAIN EASEMENT �I• I VALID CONSTRUCTION PLAN (nn �i II PER DOC, NO, 0206001828, J �: 11 �n � �- �: II TAHAU WAY TAHAMA WAY DATED 01/04/2006, O.R. 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AflEAS PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED � 107o DARK IRON SPOT � IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: - . RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. I HERRINBONE PATTERN FOR VEHICULAR ENTRY NTH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. � - - - -- -------- 11 w If " TRACT 7202 W [I - CIENTERLINE OF 209 WIDE STREET RIGHT-OF-WAY DEDICA11ON TO THE CITY OF BAKERSFIELD PER I . IMPERIAL. LME �_i w .4- �_ . . 7.95' w I— __ W28" PUBLIC UTILITY EASEMENT BOOK 5737, PAGE 876 OF OFFICIAL RECORDS CEQ: . . SEE PREVIOUSLY APPROVED w It =) .41 CD . UNIT 10.00' 2 ) CD . PER TR. 6448-UNIT 5 M.B. 54, PGS. 106-107 9 I I I %J. %'1'j STREET PLANS PER TR. 6448 I— w _-D %_ Jd V_ � 4 I r-0-1 � 59.6 I' c;gv- (2) 55 . 00' PAGES 29-30. 8 1 i I'll 9 0 _j_j in _j i 1--+4 i i 1__� -41 Im I i q I i . 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AflEAS PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED � 107o DARK IRON SPOT � IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: - . RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. I HERRINBONE PATTERN FOR VEHICULAR ENTRY NTH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. � - - - -- -------- CURVE RADIUS LENGT1i TANGENT DELTA (D 25.00# ,39.45' 25.18' 90-25'09# ton-",% . w 10.00' 7.95' . W28" STA. 13+68.01, F.L. 25.00' 39-099 24.82' 89*34'51 @ 10.00' 8.04' 4.251 46-04940" /09N Q) -_#%owq'Oos I I I %J. %'1'j 57.78' 131 1'02" /,;ZN v 500.001 I r-0-1 � 59.6 I' 13*36`1 1" (2) 55 . 00' 81.40" � 50.221 84*48109" (�) 10.001 7.86' 4.14" 45'00'57" ro') W I 10.00' 7.081 3.69' 40*32',3,3" @ 10.00' 0.789 0.390 04-28'24" (il 1 0.00' 7.98' 4.22" 45-44"24 " - Q9' 137,00' I 10.952 5.52 9 16*57*27" ' I I STA110NING TABLE REF. NO. DESCRIPTION C.L STATION F.L. STA11ON [[], B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F*L. ff] P.R.C. STA. 10+53.87, 15.00RT. 'STA. 10+54.68, F.L. . P] P.R.C. STA. 13+65.58, 15.00RT. STA. 13+68.01, F.L. 4 . UNIT BOUNDARY STA. 13+69.649 12.49RT. STA. 13+72.83, F.L. a] B.C.R. STA 13+82.64, 12.00RT. STA. 13+86.05, F.L. M UNIT BOUNDARY/ STA. 13+69.64t C.L. I . - . [Z] B.C./ EX. C&G STA. 19+02.109 12.00LT. STA. 19+00.31, F.L. I r-0-1 � P.R.C./ EX. C&G STA. 19+08.999 14.98LT. STA. 19+08.17, F.L. mo L L_j . P.R.C./ EX. C&G . STA. 21+02.389 19.61LT. ____ . STA. 21+02.54 1 q F. 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I 1 �` 4z � A /I-- PROPOSED SO TH FLOW JNE I - I i I _____4___ 1 -------- -19 � I ' S -1 0 31% ' I I I k - A' � - i I x --- -_ ---- 4 - t 0 �� . 1 � z 3 �' - . �i L ... A I I � - ----- ____ _____4 i I -1k F i i f i I ! 10 I A X I 14 I I �11' 4 14, ; ill � "I I " � I --- � It i 19 I _'� � � 19 � ! i �! '9 � - � a __ ------ ! f 1111 1 �k 1. � -1 & - I . - I S = If 0.66% I � ,I . � ,I I I i I I z i I .11 . � , '/ - 4257o 3 ! t I i I I � � 11 q i A ; i I ) L�--,.-,��-�.,--,-L-----;----.�4-.-. --__�___-_�'_�__;�__- . I - - - __" � . S . .61% i I i ,I k A - I I It . .1 I A - I � $. � � �' I . 35( - I , .�_�� --s' -=: - _+ I I - i � i t i ' i I � mw� ___"'f___ ___.t__ ' ___+_______'_ir_____---4� --------+----,4---+---------,+-- ,I ______-f___ . J, ____._ . -Nazism"== - --- 1 7 ___ 11 R __11r______*__t_____' I ---4_'____-t-_--_-_ -"-+--�,-,------+---,---+------.-4,-.----.4 350 � F I 1% I ! I � � " 1� . § � V, & .1 I � i 11 I I 11 _� I Z. A � 4 ;. f ) � --- ---,-- __t__ I I +:�____ _�____41.- _____4u 1 _____.'___1____ i ct i � f, z I � � t ?I T � I I "I i �' I I I ,I 11�1. 3/4 A LEV. 350.44 1 m. i f I 9 i i ,I F4 � ,I '� f. � I .11, i I �. p . 5 1, � i I 5 I - 2 WID " � i i !11� ' i i I � k f � � � i I � V I h i $' ! -XISTING 1, � ,I ,I ! .'., � I i I � ,I 5 1 . I I I � I I i - � � i ?4 1 � ;.. i i G GROUI 4D I . --a- i --w- ,I z � f A . ,I ! i i I t � ' 11 � � � i I "i f i. � I - . 11 i a 11 F. s -� � 1 I 11 � 3, 1 ' i I !, Nw I � � I .....n _� i I I I I .� co I t � I I � � * .41 4 1 1, 1),'2 A ELIE . 350.49 1 " � t I � i � - I I � I I �'. q �' � I i I ' ,� It -1 i I 1_1 I I I � �___'_._____'f-____'_'__i_ - - - - i 0, - . --am. I CROSS CUTTER I �; I � ' i , � i I J I . , I 'i i I i I I I � K I I . I I =,== .� ... � .. ; � i - ' __j 111 .- , -,.t-.--,",-.-,-+-�.-----,-.-,&-.,-,_� . . . . . . w==f--+--'----r-11'- ;.� - ___ -4: . -1--,__-4--------i--__.1 - ___7 , � __-4.- ' ___'__+__ ____ __ ____T_____'____ ___�' ___ __-___1_'_ ____L_ I - I I 1_____'w . __ .. �' -L_______ -, ----I � � 1__t____ I ---T-----t - ------- -----+-.---,4------ 1 , , "-1 --t I I ! ____ It � __ - t I � 1. i .' . I I --+---------1- -4 _11-11-- t ; � � i 1 1 § ----+--------,348 348 1 1 , � i ____t__ I -91.7r. Tmr I I-, -7- i I � . i X I � 11 __'__r_' I i ELEV. 0.54 1 't � � I_' ? ----t�--�----.----,,-------------+ I I 11 I � I t i � � ' - 4 �' � 't I i � I i -1 I i ,I i � i ,'I 3 � I � i I ! i I ii IT I I I f I �' I 1 1 N I .w i ; � i i I I i "Ill � �" i 1 41" i � I * f� I � I i� I � I � I -1 L f i � -'� �. I -� � i 1! t i -- - j f? � I k I z: � i '�� 4z i f I ' , I I it * 1 I � I? I I- ' �'. � ,I t i � I _' 11 � i w D z j I � 1 a � i v z , t . .1 I I � I . I � � ; � ,'I 11 Y I � � I � I I It il �" I k "i; Y I _� i i I I I i I i� � � I � i � LI . j " I � I ! � I i I - D �' I i 14 i 'j ! ' i I I � -.-,--.j�-,---�--,L-------,j.-�-�-�L-- _-, _1_____1________j______j_ _ i i I � I i 1. � I I -t i i i I � ?,. i � .� I ' 1. i �. i 9 , � . ____L_______1___.1___!_ ,-----!I;l---�-.-,.&--�.-.-I,---�---i-.--�- '-----..i-.----4--,----,-.---L--,-�--�1--,I;i----i-�,--�L-----,.--...��-----,�--,- ____y___ . 'I _11__a__'___.1_____ ----L---L--,- __�_ I --'I- '_._u____ I 1 346 __L.__,__j_______.,,,_i____ , __ _'_________.' - A1_ _..._.1_____'. -L J, --"---"----�-,I-,------'��----.-I-_, _.___a_'___._.__J 346 10 11 12 13 14 15 16 17 19 20 21 22 * r LEGENDO . * . . I LEGENQ (CONT*)** LEGEND (CONTA CONSTRUCTION NOTES.- . NOTES: I ABBREVIATIONS Rl -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - . a "Rl-l* - STOP (D C DESCRIPTION 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. FL FLOWLINE POVC POINT ON VERTICAL CURVE *R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE ( ) CONSTRUCT TYPE "B" CURB & GUTTER PER. C.O.B. STD ST-1 & EXISTING CURB & GUTTER. BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER "W31(CA)'* - END (b . 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER ELEV ELEVATION EVC END VERTICAL CURVE mR26(CA)" - NO PARKING "W14-l" - DEAD END FLOWLINE STATION - SEE TABLE 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 � q � EXISTING CURB & GUTTER TO REMAIN. 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND PI POINT OF INTERSEC11ON a W14-2n - NO OUTLET ul CURVATURE "R3-5R" - RIGHT TURN ONLY , W1-7m - DOUBLE ARROW NOTE: . CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE "R4-7" - KEEP RIGHT "Wl-6" - SINGLE ARROW C MANUAL FOR DETAILS. ALL PERMANENT ( ) I . q TYPICAL POP-OUT - SEE DETAIL ON SHEET 1 0. DENSITY PER C.O.B. STD. ST-9. I PCC POINT OF COMPOUND CURVATURE "R81(CA)m - BIKE LANE "Wl-l" - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT TC TOP OF CURB . "W3-3" - SIGNAL AHEAD D SPECIFICATION PTH-02ALKYD. ( ) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -_ �s TYPICAL CORNER - SEE DETAIL ON SHEET 10. . .� � OF VERTICAL CURVE FC FINISH CONCRETE � D LI ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT PHASE BOUNDARY OF PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. " .1 I ... -t , AND STORM DRAIN PLANS ADJUST EXISTING SEWER MANHOLE STORM DRAIN "',��'��"- �-"t * - 4", "�' -, '- '. , - yi��t"� I., _.,, , I . P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. I ,,,, IN TYPE "A" ( ) 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES, `� - 4""A_" 1 � . I- .'�zl' � .. o- �' � '�a �' PROPERTY LINE R/W RIGHT-OF-WAY SECTION DESIGNATION: q MANHOLE AN NEW FINISHED 'm 0 . It", , ." I PA . REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. A, �' "', PER C.O.B. STD. D-14. ' SEWER CLEANOUT TO FINISHED GRADE. N, .14;�'�j ' e��";') ,,,, � .11 '"I E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE SECTION LETTER PAVEMENT GRADE. .1 - . ..;'4 1.01 " .Y ,'�';'j"'t;1- . A f ' C;�__� EXISTING CATCH BASIN . � / �' -, X��',�' " .1 ',. �1' I le", " _'� .... .. �'.' , '�7 , I 't ,�7 " , " EX. EXISTING CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-1 7. , . � " __� _� 11.11�", I'll �'.' 'h�v' Z�"' ".1 I . � ',� V# � L �'A" %" , ( ) I �11 ' - .�11111 �4�� I - - 1� �k , , ''I �111 iz .� I 1 6 I--,,. �'f.:"-' -, ,; '�' iz .r'%�' . 'I; -.1 , , D EXISTING STORM DRAIN LINE 1-17 � � _11 I "� d L_ - - - - - - I �� " 11 I I I, ;y - - v . '��" * - FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. I L�"' M "� ,�' ��" i�'. * T la'f .' � - �'� �" � ,,I �� r 11 � . N _; If .11 ";�__ NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEESEWER I � I L. Z� � ,' -1 �'! - _. 2 . S'j �"'-'�' ------ . 11-1 11, I :'I 11_ � _ I , ' " - - 11 s EXISTING SEWER LINE I I � I ';_111 11 , @`1) EXISTING SURVEY MONUMENT % .' 1� I, 11'11"� I rh . , 1A P q FrT 04PR cSrTinN I c4mm ( ) AND STORM DRAIN PI AN'_R 141� I -1 _'_� I I , I . I FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 10j, I � . -I t . , I I . I I - ARRICADE SIGN WITH CONSTRUCTION OF . I 1, .1'"33% I ''I � I '; � L 0 EXISTING SEWER MANHOLE ( ) 1, Xp: 8-, I 1� 1, I , '. I FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ADJACENT PHASE. � � ", 1, _,. 4 11 , ,� � ,I � I . . I 1. + I I 11 .. I "/1 I" 11 EXISTING SEWER CLEANOUT �, ":,"', llj� oc . , .�' I -<:::)- - �� . "!�'��':4' '..!� . ��' � - �� " ., - FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. CONSTRUCT HANDICAP RAMP PER CALTRANS. STD. DWG A88A �' '� 'g, * " ,' 1, '�',`; 't" ,".1 . '__ 'A- -'� l-, � � , 9 �. ;' �,�� I - � A .-, �� _-1_%__, ' '' ""'' - I , ,. - "f'' - �' .�."� �'� 7, ""Ill �' .r i'k I !". ,!I - " i " �'. 'y D EQUAL. �� m = �� m m �� m = �� TRACT BOUNDARY I t , - � .. . I .' , ^3 F- '". � ,I", �' ,'; I . CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. .1, 4 '' I . - ", '�"') � I w 11 " �"' �).�� ; W, I �" �' , �' I'm 1, .. . I "�.'� - " �101 P. I ,",'. If. -, ED FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER I . .11, 11111 I I - � � � � � � � � � PHASEBOUNDARY ....� 1- ...... I- � - .. , CONSTRUCT HANDICAP PASSING AREA PER DETAIL I ,.,-. -- ' C.O.B. STD. ST-14. 10 ON SHEET 1 0. a �6%w - .- 0/4 __<__:1111�1_ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS , f f I �' g, .11 �� vvglr� ....... -1. ____ . A� - , I k , 1". t -, � 0 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/39 WINGS '� � %W_kA ' .. PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) �.ell' � k ", I I I I I I � I I � I . � - . I I � I __ I - - .-- , I 11 II �' � ; I I \ , >_ 1 M I 5> C�11 - '4 V11 - . . I . I . . . Tie oci V -1, .4 R I cn I z 0 T cn 5; "'; Ili W C.) I w u1j c� 11 - �n � s T ;;:� m Co C.) fe I I cj::: uj a jo a.. 5; Of W.oq W . . I . . w cn 'U..� r__ * , �; < C3 *__1 C) T- " _.. ---�' 11 I I 1 !�11�11 I - I . '. , , I : I I , I W� , U&II'Tr A111170 A WKI1117 WHITE ALDER AVENUE SEE SHEET 14 CJ 366�� t 364 ��,�..�.�. i ��a � Y..��.��_ k �x�.�w..�� S ..vriv pur v�nn[E....n+t <-+vu +ve +.au: ' A, wv�ntre.. nro. a+ s'. Mry .+ +-do-.5oanvt».vaa�rd¢:Y..a.r, revue yro. Q9$ 75i � � � xPi 3F 4 8 n A � x x 362 to 40 co o 360 L �.,..��.��... � r = V-- x M$ F t 1 W J W W 358 � ��a._.I..�a� £ �.x�r � ° .�.�.� W -' y4 �v.e.s • SS � w ,xiw.. '$�y CN 04 x r > h N �-- LLJ 356 F..�a C:, , �.a ..� o o 9 ' r • Q V ..rw +.sw�..,n.wa�.a. � 354 y 0° P PC 3 R 4 352 -- 4. T- 350 1 2 A ELE r35 3 i 4 ELEV. 3 r 348_. A s 346 a 10 11 364 yy yy j K A P j a 362 a a < F s. w � w 358 Z � b F + Q Worn WM K 356 � W 354 # c---> c n Z5 cn 1 } PR( 352 -' x Yk L r 348 10 11 364 r y o 362 5 e.>,..oM.,Y.rw- wnx.N.,.,.r,., r ..�au,.�..... < +�. ..,v.,. -�.M. ..aww...��a�.w.aeG.: ' <+..,aY.- ,,.�e�..,.. .wra.•�.�z x � f i M 7 co i�(( CN r r 360 f .r w oo w w r. W 358 �w_.�..r,. ' ,� Lo M w 00 v co co > CV x �=�,«m��u..�,�. W � �� 356 W O Q r- k Y • a 354 w m m P OPOSEDISOU 352 �uvvn .. ..mv< �o..asmh..vwvn�..a+ca. � :.mn�¢u. rv✓.< � ..xw.aM+;w....o . o S p� w. 5 r J 350 . ��. 4__da�4�.�.�.y.. i 1 A2 A ELE, 350.98. 348 346.. P . c _ aww q ++•� w u o.. _ a .w z ou ww 4: InymM ?eannuawM'cl,¢wL'.M�Y ✓I._T+ns 'Nwl,rt" avuwagc�r.:mvrM.u...a aYVC 'l+a+w`.xwar4YU.rw ✓v/+nwbaww. { , sl�h: .raevn4.alut+��a.�ca�a!urr6Caen 10 11 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 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.Q.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 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O..B. STD. ST -4• (UNLESS OTHERWISE NOTED) 12 13 14 ca R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: 0:: J Wa "R1 -1" -STOP "R6 -1" -ONE WAY "S5 -2" -END SCHOOL ZONE 25.00' YW 25.18' "R26 (CA)" - NO PARKING "W14 -1 " -DEAD END Q "R3 -5R" -RIGHT TURN ONLY 4 -2 - NO OUTLET 39.09' "Wi "R4-7" -KEEP RIGHT -7 - DOUBLE ARROW 89'34'51" "1III1 "R81 (CA)" - BIKE LANE WI -6 " - SINGLE ARROW 25.00' "W3 -3" - SIGNAL AHEAD "Wl -1" - CURVE ARROW D C.0 V Q 0 00 CONSTRUCT CATCH BASIN TYPE 45'34'23" � Q� EXISTING CATCH BASIN c:i EXISTING STORM DRAIN LINE � oo to °C o L r t-- EXISTING SEWER MANHOLE oc EXISTING SEWER CLEANOUT 9 V♦ VJ 10 B.C. 11 U&II'Tr A111170 A WKI1117 WHITE ALDER AVENUE SEE SHEET 14 CJ 366�� t 364 ��,�..�.�. i ��a � Y..��.��_ k �x�.�w..�� S ..vriv pur v�nn[E....n+t <-+vu +ve +.au: ' A, wv�ntre.. nro. a+ s'. Mry .+ +-do-.5oanvt».vaa�rd¢:Y..a.r, revue yro. Q9$ 75i � � � xPi 3F 4 8 n A � x x 362 to 40 co o 360 L �.,..��.��... � r = V-- x M$ F t 1 W J W W 358 � ��a._.I..�a� £ �.x�r � ° .�.�.� W -' y4 �v.e.s • SS � w ,xiw.. '$�y CN 04 x r > h N �-- LLJ 356 F..�a C:, , �.a ..� o o 9 ' r • Q V ..rw +.sw�..,n.wa�.a. � 354 y 0° P PC 3 R 4 352 -- 4. T- 350 1 2 A ELE r35 3 i 4 ELEV. 3 r 348_. A s 346 a 10 11 364 yy yy j K A P j a 362 a a < F s. w � w 358 Z � b F + Q Worn WM K 356 � W 354 # c---> c n Z5 cn 1 } PR( 352 -' x Yk L r 348 10 11 364 r y o 362 5 e.>,..oM.,Y.rw- wnx.N.,.,.r,., r ..�au,.�..... < +�. ..,v.,. -�.M. ..aww...��a�.w.aeG.: ' <+..,aY.- ,,.�e�..,.. .wra.•�.�z x � f i M 7 co i�(( CN r r 360 f .r w oo w w r. W 358 �w_.�..r,. ' ,� Lo M w 00 v co co > CV x �=�,«m��u..�,�. W � �� 356 W O Q r- k Y • a 354 w m m P OPOSEDISOU 352 �uvvn .. ..mv< �o..asmh..vwvn�..a+ca. � :.mn�¢u. rv✓.< � ..xw.aM+;w....o . o S p� w. 5 r J 350 . ��. 4__da�4�.�.�.y.. i 1 A2 A ELE, 350.98. 348 346.. P . c _ aww q ++•� w u o.. _ a .w z ou ww 4: InymM ?eannuawM'cl,¢wL'.M�Y ✓I._T+ns 'Nwl,rt" avuwagc�r.:mvrM.u...a aYVC 'l+a+w`.xwar4YU.rw ✓v/+nwbaww. { , sl�h: .raevn4.alut+��a.�ca�a!urr6Caen 10 11 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 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.Q.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 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O..B. STD. ST -4• (UNLESS OTHERWISE NOTED) 12 13 14 LEGEND (CONTA R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -db,- "R1 -1" -STOP "R6 -1" -ONE WAY "S5 -2" -END SCHOOL ZONE 25.00' "R5 -1" - DO NOT ENTER »W31 (CA�" -END 25.18' "R26 (CA)" - NO PARKING "W14 -1 " -DEAD END Q "R3 -5R" -RIGHT TURN ONLY 4 -2 - NO OUTLET 39.09' "Wi "R4-7" -KEEP RIGHT -7 - DOUBLE ARROW 89'34'51" "1III1 "R81 (CA)" - BIKE LANE WI -6 " - SINGLE ARROW 25.00' "W3 -3" - SIGNAL AHEAD "Wl -1" - CURVE ARROW D NEW STORM DRAIN LINE - REFER TO SEWER Q AND STORM DRAIN PLANS "A" 7.95' CONSTRUCT CATCH BASIN TYPE 45'34'23" PER C.O.B. STD. D -14. Q� EXISTING CATCH BASIN D EXISTING STORM DRAIN LINE ----�- --- S EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE STA. 19 +04.189 12.00LT. EXISTING SEWER MANHOLE oc EXISTING SEWER CLEANOUT m • . w .... TRACT BOUNDARY am= - � � - PHASE BOUNDARY VEST. TEw, TR. 72002 CHECK RBI OOM DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 15 16 LEGEND (CONT.) ,_ O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil FLOWLINE STA110N -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING do PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION P7}1- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION is SHOWN VEST. TENT. TR. 7202 17 18 19 CONSTRUCTION., NOTES: O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE 1S NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. M%a Ft%VIIrV f CR IVV IC G UNIT 1 20 21 CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT PER TR. 6448 --UNIT 5 M.B. 54, PGS. 106 -107 PALE LILAC LANE SEE SHEET 13 , I 55' ca CN vLo o z 1 r g 1 15 11 z II w � t U CN oo 60 -' "o V) 1! I ° I o M' i 18'11 ` 30' 40' V_ i N PALE LILAC LANE Ln SEE SHEET 13 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 366 360 358 356 350 348 346 STREET RIGHT -OF -WAY DEDICATION TO ,,,THE CITY OF BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS AND TRACT NO. 4709, MAP BOOK 379 PAGES 29 -30. 5 ..-EX. BLOCK WALL LANDSCAPE AREA SEE SEPARATE LANDSCAPING PLANS f INTERSECTION STA. 21+86.57, C.L. CHECKERBLOOM DR.= STA. 15 +60.67, C.L. PALE LILAC LN. S �4 IS C-1 b r CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Q 25.00' 39.45' 25.18' 90'25'09" Q 25.00' 39.09' 24.82' 89'34'51" STA. 13 +70.19, F.L. 25.00' 39.27' 25.00' 90'00'00" Q 10.00' 7.95' 4.20' 45'34'23" STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION B.C. STA. 10 +47.27, 12.00LT. STA. 10 +47.27, F.L. 2� P.R.C. STA. 10 +54,41, 15.00LT. STA. 10 +55.22, F.L. Q P.R.C. STA. 13 +67.76, 15.00LT. STA. 13 +70.19, F.L. Q UNIT BOUNDARY STA. 13 +71.68, 12.53LT. STA. 13 +74.87, F.L. Q P.R.C. STA. 16 +62.04, 15.00LT. STA. 16 +67.71, F.L. P.R.C. STA. 16 +91.33, 15.00LT. STA. 16 +98.61, F.L. Q P.R.C. STA. 18 +82.04, 15.00LT. STA. 18 +90.94, F.L. B.C. STA. 19 +04.189 12.00LT. STA. 19 +13.89, F.L. Q P.R.C. STA. 19 +11.33, 15.00LT. STA. 19 +21.849 F.L. [� B.C. STA. 10 +46.73, 12.00RT. STA. 10 +46.739 F.L. 11 P.R.C. STA. 10 +53.879 15.00RT. STA. 10 +54.68, F.L. 1[� P.R.C. STA. 12 +46.149 15.00RT. STA. 12 +48.569 F.L. P.R.C. STA. 12 +75.429 15.00RT. STA. 12 +79.469 F.L. 1L� B.C. STA. 15 +65.629 18.00RT. STA. 15 +70.479 F.L. 1 P.R.G. STA. 15 +72.769 15.00RT. STA. 15 +78.42, F.L. E.C. STA. 15 +79.909 12.00RT. STA. 15 +86.37, F.L. 1 B.C. STA. 16 +73.68, 12.00RT. STA. 16 +80.159 F.L. [1 P.R.C. STA. 16 +80.839 15.00RT. STA. 16 +88.109 F.L. P.R.C. STA. 18 +66.149 15.00RT. STA. 18 +75.033, F.L. 2 E.C. STA. 18 +73.289 12.00RT. STA. 18 +82.989 F.L. 21 B.C. STA. 18 +88.28, 12.00RT. STA. 18 +97.989 F.L. 2L P.R.C. STA. 18 +95.42, 15.00RT. STA. 19 +05.93, F.L. 2L B.C.R. STA. 13 +84.68, 12.00LT. STA. 13 +87.929 F.L. E.C.R. STA. 14 +58.68, 12.00LT. STA. 14 +61.929 F.L. izayl.slot4 l% / -- 7 RC3 &> R A. Mc h>J ro4H i5A76 R - C. IF. 33 Z C?X$'. 86ba olt t, f ..�.:r.�.,�s..R.��.. 364 a ... 1360 1 A t 67A7 y a �„M >,.,,......m.=,H.. 356 a 354 Y 352 350 'n a i [j} Y f u.0 346 22 NOTES: 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 SEWER CLEANOUT T RADE. y N, Vk x Nx r m (A o v► 0 _I z N I� (c:) Ll o c) t� = U) w C) z�. J to T W� Q o �' W0 z o 0 CWi� < �/N • . C) C14 c) 0 12 NEW 18" DRAIN 14 SEE SEWER AND STORM .DRAIN PLAN EX 18" DRAIN TO BE REPLACED - SEE SEWER AND STORM DRAIN PLAN u • 15 O U 16 cn of w z C-20 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 348 364 3662 360 358 356 354 352 350 348 346 WITE ALDER AVENUE SEE SHEET 14 im 11 UNIT 10 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB -RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 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 Q 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. b EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 12 13 14 LEGEND (CONTA, R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -�- "R1 -1" - STOP "S5 -2" - END SCHOOL ON *R6-1"- ONE WAY Z E DELTA "R5 -1" - DO NOT ENTER »W31(CA)" -END 25.00' "R26(CA)" - NO PARKING "W1 4 -1 - DEAD END 25.18' " "R3 -5R" - RIGHT TURN ONLY -2 - NO OUTLET QD � 4 "W14 "R4 -7" - KEEP RIGHT - DOUBLE ARROW 39.27' "Wl-7 "R81(CA)" - BIKE LANE W7 -6 " - SINGLE ARROW 90'00'00" "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - o NEW STORM DRAIN LINE - REFER TO SEWER 24.82' AND STORM DRAIN PLANS "A" THE CITY OF BAKERSFIELD PER BOOK CONSTRUCT CATCH BASIN TYPE 57379 PAGE 876 OF OFFICIAL RECORDS PER C.O.B. STD. D -14. 45'34'23" EXISTING CATCH BASIN - - D EXISTING STORM DRAIN LINE s EXISTING SEWER LINE (0) EXISTING TORM DRAIN MANHOLE (9-1 EXISTING SEWER MANHOLE 0 EXI ST1N G SEWER CLEANOUT ""' • " �°'� • a �■� TRACT BOUNDARY PHASE BOUNDARY B.C.R./BEGIN 12" WIDE CROSS GUTTER CTA I r, t n^1 -77 r% t a n^ ^A -r 15 16 LEGEND (CONT.� Ot CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 10 ROWL.INE 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 DESIGNA110N: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN _1v_ I V`41� 5�F. SE:PARa-rr �STREFr PLAnl F5.R 47H � 579 SUSSTA/VT /AL CoA#r0AN1f4NCE- 1!::OR 7RticT 6448-ofins `� � f � • / 17 18 19 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5INSTALL W31(CA) SIGN WITH 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. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS j� REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � 0 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 20 21 c� 0111 PROJECT 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. N fi J S J Q J w< m ct J J U U r��/� to r CD ©e,_ uj TANGENT DELTA B.C. 25.00' I II w LJ to 25.18' 90. 25'09" QD � 4 25.00' 39.27' IT 90'00'00" in w ..� J r RADIUS uj TANGENT DELTA B.C. 25.00' I II w LJ to 25.18' 90. 25'09" QD � 4 25.00' 39.27' IT 90'00'00" {3 25.00' STREET RIGHT -OF -WAY DEDICATION TO 24.82' 55 THE CITY OF BAKERSFIELD PER BOOK i 57379 PAGE 876 OF OFFICIAL RECORDS 4.20' 45'34'23" AND TRACT NO. 4709, MAP BOOK 37, 25.00' 39.09' PAGES 29 -30. PALE LILAC LANE R A��. £ N � & ti 4 ,4 SEE SHEET 13 M. � � PG. '9 �,CENTERLINE OF 20' WIDE 90. 25'10" PUBLIC UTILITY EASEMENT Q TO BE DEDICATED BY STA. 15 +74.81, 15.00LT. SEPARATE INSTRUMENT 10 364 362 360 358 356 354 352 350 348 346 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA B.C. 25.00' 39.45' 25.18' 90. 25'09" STA. 10 +54.41, 15.00LT. 25.00' 39.27' 25.00' 90'00'00" {3 25.00' 39.09' 24.82' 89'34'50" Q 10.00' 7.95' 4.20' 45'34'23" B.C. 25.00' 39.09' 24.82' 89'34'51" STA. 13 +87.47, 15.00LT. 25.00' 139.45s Q 25.18' j 90. 25'10" STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 1� B.C. STA. 10 +47.27, 12.00LT. STA. 10 +47.27, F.L. ® P.R.C. STA. 10 +54.41, 15.00LT. STA. 10 +55.22, F.L. ❑3 E.C. STA. 10 +61.559 18.00LT. STA. 10 +63.17, F.L. ® P.R.C. STA. 13 +58.199 15.00LT. STA. 13 +60.61, F.L. Q E.C. STA. .13+65.339 12.00LT. STA. 13 +68.56, F.L. Q B.C. STA. 13 +80.33, 12.00LT. STA. 13 +83.561 F.L. ❑7 P.R.C. STA. 13 +87.47, 15.00LT. STA. 13 +91.51, F.L. Q B.C. STA. 15 +67.67, 18.00LT. STA. 15 +72.52, F.L. Q P.R.C. STA. 15 +74.81, 15.00LT. STA. 15 +80.47, F.L. 10 B.C. STA. 16 +75.731 12.00LT. STA. 16 +82.209 F.L. 11 P.R.C. STA. 16 +82.87, 15.00LT. STA. 16 +90.15, F.L. 12 P.R.C. STA. 18 +68.19, 15.00LT. STA. 18 +77.08, F.L. 13 B.C. STA. 18 +90.33, 12.00LT. STA. 19 +00.039 F.L. 14 P.R.C. STA. 18 +97.471 15.00LT. STA. 19 +07.98, F.L. 15 P.R.C. STA. 21 +32.699 15.00LT. STA. 21 +44.829 F.L. 1 fi E.C. STA. 21+39.84, 12.00LT. STA. 21+52.771 F.L. 17 B.C. STA. 10 +46.73, 12.00RT. STA. 10 +46.739 F.L. 18 P.R.C. STA. 10 +53.879 15.00RT. STA. 10 +54.68, F.L. 19 E.C. STA. 10 +61.019 18.00RT. STA. 10 +62.63, F.L. 1-- P.R.C. STA. 12 +47.46, 15.00RT. STA. 12 +49.88, F.L. E.C. STA. 12 +54.609 12.00RT. STA. 12 +57.839 F.L. Q B.C. STA. 12 +69.609 12.00RT. STA. 12 +72.83, F.L. 2 P.R.C. STA. 12 +76.741 15.00RT. STA. 12 +80.78, F.L. �4 P.R.C. STA. 14 +07.989 15.00RT. STA. 14 +13.639 F.L. 2 E.C. STA. 14 +15.121 12.00RT. STA. 14 +21.589 F.L. 26 B.C. STA. 15 +09.12, 12.00RT. STA. 15 +15.589 F.L. 2L�7 P.R.C. STA. 15 +16.269 15.00RT. STA. 15 +23.53, F.L. P.R.C. STA. 18 +12.529 15.00RT. STA. 18 +21.419 F.L. 2[� E.C. STA. 18 +19.661 12.00RT. STA. 18 +29.36, F.L. C) B.C. STA. 18 +34.669 12.00RT. STA. 18 +44.361 F.L. 31 P.R.C. STA. 18 +41.80, 15.00RT. STA. 18 +52.319 F.L. P.R.C. STA. 21 +32.159 15.00RT. STA. 21 +44.289 F.L. E.C. STA. 21 +39.299 12.60RT. STA. 21 +52.231 F.L. UNIT BOUNDARY STA. 15 +38.731 18.00RT. STA. 15-1- 46.81, F.L. Q UNIT BOUNDARY 5jk.-4,5+ 38.73, C.L. -- APflP.bVeD lZO6�R s�. Ntc w-rcksN b.qT �2�'v� si oil AppR0Y1psD 13y: 40 Id yl*e MA tAAJ ^ c. ` DATE P.,c.0. 3). 17£3 � c � �_�t4L 22 NOTEI 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 SEWER CLEANOUT TO FINISHED GRADE. y ^ �..'.. iJ JV /� rr NG;', vq"�WORD DR... 0 i-- 0) ozr 00 UO�t- z w; W 00 C) .� J r uj co Q w v N 01:�_ Li Q m 0) O N 00 N 0 Z m � o (f} } m o Y 0 >- ical -' r-)l J \J) I 0 tV 0 ti a Z W 0) z < a: IL n rnmm4 pmm"4 Fl V7 z C a: ct o Q j= LLJ z v cr), W c OZ o C) Q V7 H W 0 1-- Q W W �L (_5 id� o Q V_ J r «m .J o U Q C) U W 0 cn > >w W. o- 8 .aC C3 N •. o0 r- CtJ I- W I N 0 tV ti a Z W 0) z < a: IL n rnmm4 pmm"4 1� z C a: ct o Q j= LLJ v cr), W c OZ C) Q Z � H W 0 1-- Q W o Q J r «m .J o U Q CtJ I- W I LEGEND. ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 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 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.S. 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.Q.B. STANDARD OR APPROVED EQUAL. --- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. e4 EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) LEGE.ND.(CONT. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19; -�- R1 -i -STOP "R6-1" -ONE WAY "S5 -2" -END SCHOOL ZONE "R5 --1" - DO NOT ENTER �W31(CAj" -END "R26(CA )" - NO PARKING �,� 4 -1 � -DEAD END "R3 -5R" - RIGHT TURN ONLY 4 -2 - NO OUTLET "� -7„ - DOUBLE ARROW "R4 -7" -KEEP RIGHT „� *R81 (CA)" -BIKE LANE � -6 - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" -CURVE ARROW - - o NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS "A" CONSTRUCT CATCH BASIN TYPE PER C.O.B. STD. D -14. V EXISTING CATCH BASIN - - D EXISTING STORM DRAIN LINE s EXISTING SEWER LINE (0) EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT ��■■�_�� TRACT BOUNDARY PHASE BOUNDARY LEGEND (QONT.). O CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil 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 DESIGNATION: SECTION LETTER k- - - - - - SHEET WHERE SECTION IS SH4 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B° CURB &GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. (4) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL °A° ON SHEET 1. � 0 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. i4 TYPICAL CORNER -SEE DETAIL ON SHEET 10. O ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. NOTES • ., 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 fix. S" R SEWER CLEANOUT TO FINISHED GRADE. y r 2-o �' RECORD '�Y cot omIL0 a "--4 ccS N O N ti z V LLJ a: Lu � O 0 m ui � V >= Z M � > YI m a o a W I 0)] I UL 0 T� l CH BROOM /WAY • e" VESr. MW, Me 7202 UNIT 10 CONSTRUCT NEW AC PAVING PER NOTE 2 8 UNIT 1 25 REMOVE EXIST. CURB & GUTTER < O C) CD CD a r a;- CD C) C) C C) c� 00 06 oi %_ C3 BEACH j _j __j __j lc:) lc:) I 1� 1-i CHECKERBLOOM C) C) C) _j i i _j _j i _j _j i i ASTER DRIVE C� c� C) C) N a, CN 0u: C3 U-* C3 U-* L.L C3 u: < 24 SEE SHEET 8 06 06 DRIVE 3: V_ T- C) to o6twi c4ce c;(6 c; c6 SEE SHEET 7 LO rl_ r-., CO r-NN. LO C) -Rd- a lo- I LL ci u: 6-� & *16' '- 7 b6wi- Pi-ok �6_0; U Li. '* to- - x0x0 uj -6 cn m -:3: C) a C) 06c)- cqvs """"++ ++ NN + + uj C) C) C) CN 0) CN 04 04 C*4 4 04 00 ul LLJ z 27 P� r_: r- 0 K) ro co QD «)`� c_j 00 00 -q- cj -ce * cTcq + ++9.++ to < d <;!� C3 ;< C3 < C3 00 C) CD CD C) C> CD + + 'u__) �V_) ul tn- On ad in cn W "- i 54- IV- IV- En (n m V) LLJ . . ........ in Q 0*4 LLJ cn I co co < (3 00 II + cn #-- INN- I— "N"N' 10 co 9 W (n cn m in in W cn in ad ctn En LAJ cn z 0 A 9 INTERSECTION I--INNN- < < uj • cn 26 STA. 12+80.00, C.L. 21 b 31 1- P 41\ X h 00 SKY LUPINE LANE= q IN TERSEC11ON ♦ 1 -1 --- - N 2 X STA. 16+26.68, C.L. STA. 10+00.00, C.L. I CHECKERBLOOM DRIVE 0 SKY LUPINE LANE= N00030'1 2"E 11+00 12+00 cm STA. 16+28.73, C.L. 6 - 280.00 1 1 13 TAP 14 BEACH ASTER DRIVE 60 -C) 1 1 ll!EF TV. /7. • 6 1 29 9 ......... 5 REMOVE EXIST. CURB & GUTTER 25 m Of Of 0 a:: f-- \ > O C) C� C) C> 9 mPAw C) C) a Ki C) a C> c� q q CD C) C) N N c6 cq rr C) ; nri rN.J ^.A cn . . ............ (PRIVATE STREET) SFf>;A"Tr &7R65'r f SCALE: 1 50' HORIZONTAL 47N NTH .0VaS7AAJT/A L a �'a 7- ��T 6 �� wJl-n 1 5' VERTICAL NOTE: OUGH GRADING HAS BEEN P ORMED 362 ro c) co to cmn O 00 14- 1 i LO LO .4- M C> '_N: LO in LO I LO U-) to t.- LO LO LO 9 - - - - - - - - - LO to 0 rn I n =3 36 T__7' - 44--4-- _n__ __ 1"NN. 4a�360 >: >: >: LO t�. w uwj >; w C) t to w w w __j _j _j __j _j cun to W uj w __j __j LNq LL: __j __j 0 UJ A_ 1358 I LAj j 6 U5 C) Lkrc P6 to 4358 14 lqs C) C) 0) c ul LA.1 LANNI 00 to I cy) c r4r) * uj Llj L0 =1 z CN pe) u + + 356 4 A ul 4 C) c> C) V_ cr_ V V_ 356 V_ t V_ w C*4 z (3 C) < C-5 (3 < w INNN- 9 P . If^ • a: f 4644AA - LU 1 354 .0- _.N.- - --i uj cd 354 EXISTI G GROI I _4 352 r CEN NE 1352 9 -4- 1 L Z.-2- Yo- 00 n t' - CO co P OPOSED WEST -0-25% Wl-INE 350 to to owu c) ci ,I >_ >: LO LO j uuji _j 348 4w NNNNNJ uj ui 346 LN- �"r 1346 10 11 12 r 13 T 362 C> C-4 LO I LO co 360 1� 360 1 -4 4 -4 > < C) to I uj 358 :z 4 358 _j CD m c> < C> C) (n + I - C) rT A m + < 3561 356 < < m + < I i w CN (-:)j U) CD to LLJ V_ um� 1354 354 N< PqOPOSED CENTERLI JE 3 cn I 352 352 1 4 EXIS'iING GRO ND rNN% 350 4-- 010ENTER NE 34a t-, 48 DD 346 3M 10 11 12 13 362 co co 00 (0 cl 362 Co n to ro CN LO to LO LO LO 0 36 ro M M M LO LO LO j LO LO Lo I-- • �360 >: > >: >: :> _j _j ij w w -i .-i W Gi Nd ILJ w ui cn 358 358 C) C" �Fw .14- 0) P_ c� m r__ rll_ N< co LO 4 r-: ui n LO Z c5 a6 (0,1 r0i 0i to 0 INO (01 + + I + + =3 + + 1-1 356 + I - - _+_ _±_� + V_ v V.- V_ m + Q C) C3 -ce - -ce t: CN IN- . 0! < < < (3 N< d < 0� c U) I U) w U) m 0: crn LN] :zt. IN- cn AQ a- (n UJI w jn- I 354 NNF- 01_1a la uj 351 _n s PROP ED 3 1 now, S 352 00 to -00 __T S - ).f5% LO Ll N v IN >: >: 0 CENTERLINE LJ LU uwj W 348 <3 cq 346 10 EGEN D:, ABBREVIATIONS FINN. FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 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 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/31 WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) 350 a I 1,4348 346 12 13 LEGEND, COL4 T , Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: R1 -1 " - STOP 'IS5-2" - END SCHOOL ZONE "R6-1" - ONE WAY "W31(CA)m - END "R5-1" - DO NOT ENTER "W14-1" -DEAD END "R26(CA)" - NO PARKING "W14-2" - NO OUTLET "R,3-5R" RIGHT TURN ONLY "Wl-7m -DOUBLE ARROW "*R4-7" KEEP RIGHT "Wl-6" - SINGLE ARROW "R81 {CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD '"Wl-l" - CURVE ARROW D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. n QZ3, Ezz. EXISTING CATCH BASIN D EXISTING STORM DRAIN LINE s EXISTING SEWER LINE (0) EXISTING TORM DRAIN MANHOLE 05 EXISTING SEWER MANHOLE (0 EXISTING SEWER CLEANOUT EEEE'e m m "Eeeee ■m m mememe� am sm ammmim TRACT BOUNDARY E° 'EEEE E'EEE Eeee . •ee. m■E� immmm see PHASE BOUNDARY 362 11 Q0 -c C) C) C4 C-4 C14 cj tc) L0 360 La ,, >: >: LLJ LJ _j _ Lu Lij J 4, J ED ui C) 04 c U') co + + 3 + A vr cj� C-) Ac C) LLJ V) M C 1 0- U) m 354 ROPOSE E T FLOW % S = 0• 352 �� C> cn to E XISTING R 3w __j 3m C4 3m 10 LEGEND CON T. (D CURVE NUMBER FOR CURVE DESCRIPTION 4) ITEM OF WORK - SEE SCHEDULE it FLOV&INE 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 DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN � %lb..- - .0 "q + + I u + +:� C CHECKERBLOOM UNrT DRIVE AC CONSTRUCT NEW PAVING PER NOTE to V) C6 V) U) Wl(/)V) MEW 1 VEST., NTw U U7202 11 2 UW 10 t--: 2-� Ic> 23Ic> ICD 1--i lc:) ICD ICI YELLOW C> CD _j C) _j C) C! C> LUPINE DRIVE C-4 c6 T_ Cl c6 cq __j " c� 00 C) 00 C-4 Cl BEACH %_ If %_ 1- . V_ Fro. %_ ASTER DRIVE 19 SEE SHEET 9 i _j _j i Cj LZ dum: • _j _j * v vLs� d dum: SEE SHEET 8 w c3u: 3LL: LL: C3 U- 15 a 00 1 -0'j I C) C) C, rl-_' "to 00 LO f__ C)ro co + U�r-' r�g cqce r-1w) C;(6 C:),* C�co CD q4- I 4 C\i rNNZ V-:c4 M to cow + + c6 C6 %_ V_ C-4 tO to to 1"NNN C) 1-: co* 14-LO Coco 06"i %-- 0-4 ffi0i to n et fi "i � 18' 18\\ 00 + c) C) o+. C) #-± + + v ++ ++ 11-Ir- V_ 1- ++ CN CN ++ CqCN + 130 30 VNNNN IT - 4alL v_ v_ `4 . . v- T- e-- e- 04 c%4 • V.- v- w \\ 2 9 (3 << '3 fN_ IN- W V) cn uj cncn 'j <- <- C6 Ic-n- Ic-n- C3 -.:i 10 IN- Lj V) v) cj -<-< (3 << cri iNNNNNNiNNNNNN in c n Lj (ncn . '; -ci .:4 < 6 _< y I-- t- . 1.- m to cn . . d < < '4 c6 ' ' 00 9 -CF) P /L__\N_N--_ L --- La --,, v)('/) c%4 20 � I �► r r5 0) 00 in I �` 1 3 �GF 4 / \ _ ) n 2 _(D 9 1 AG 00 to N00 3012E 1 11+ 11+00 V +1 1 12+00 INTERSECTION LID -4 - 280.00 STA. 10+00-00, C.L. TYP. 14 1 1 1 5 13 L SCOTCH BROOM WAY= @2 STA. 14+ 00.50, C.L. 1 Or- 11 x Typ_ uj YELLOW LUPINE DR. aw;;t 1 8 1 191 21 cn CN 0 I.-Z i 1--: 10 if co >� II II 00 C" C) C) a:: C) ce C) cr_ cr_ C) Of Of C) ui cn W C) 06 C) 00 C) QD -r- co C3 00 C) CV ca> CD 7 i __j i i 1 %_ + % V_ FIL dum: i-j _j i L-1 _j 18, 1 18' 1 CiLL: d L� V_ C-) LL: C3 u- cjLL: c3 LZ 22 30' -1-,30, D C; 06c>- C) C) CN m r_�: CN00 C) 14- LO r�_ C;Iqr to t__ cq r_: r-., LO C) lqd- ©6 BEACH no - YELLOW r-* 1-:04 roto co to + + + + o6oi V-1- ++ ic� ro to cs 6 LO Coco + o6 ON5 V-" n ropo ASTER DRIVE C> C) CD a %_ %_ + + %_ Ir- + + + %_ V_ 1-r- + N " + + + SEE SHEET 8 LUPINE DRIVE T_ %_ v- 41- V_ %-Iw- 1_ %_ I- %_ CN SEE SHEET 9 < < �I`z- �� -ce --i -.:e<* to to to -t¢--t-- cnww cnw IN- IN- in in w ww w Lnw CH BROOM /WAY • e" VESr. MW, Me 7202 UNIT 10 CONSTRUCT NEW AC PAVING PER NOTE 2 8 UNIT 1 25 REMOVE EXIST. CURB & GUTTER < O C) CD CD a r a;- CD C) C) C C) c� 00 06 oi %_ C3 BEACH j _j __j __j lc:) lc:) I 1� 1-i CHECKERBLOOM C) C) C) _j i i _j _j i _j _j i i ASTER DRIVE C� c� C) C) N a, CN 0u: C3 U-* C3 U-* L.L C3 u: < 24 SEE SHEET 8 06 06 DRIVE 3: V_ T- C) to o6twi c4ce c;(6 c; c6 SEE SHEET 7 LO rl_ r-., CO r-NN. LO C) -Rd- a lo- I LL ci u: 6-� & *16' '- 7 b6wi- Pi-ok �6_0; U Li. '* to- - x0x0 uj -6 cn m -:3: C) a C) 06c)- cqvs """"++ ++ NN + + uj C) C) C) CN 0) CN 04 04 C*4 4 04 00 ul LLJ z 27 P� r_: r- 0 K) ro co QD «)`� c_j 00 00 -q- cj -ce * cTcq + ++9.++ to < d <;!� C3 ;< C3 < C3 00 C) CD CD C) C> CD + + 'u__) �V_) ul tn- On ad in cn W "- i 54- IV- IV- En (n m V) LLJ . . ........ in Q 0*4 LLJ cn I co co < (3 00 II + cn #-- INN- I— "N"N' 10 co 9 W (n cn m in in W cn in ad ctn En LAJ cn z 0 A 9 INTERSECTION I--INNN- < < uj • cn 26 STA. 12+80.00, C.L. 21 b 31 1- P 41\ X h 00 SKY LUPINE LANE= q IN TERSEC11ON ♦ 1 -1 --- - N 2 X STA. 16+26.68, C.L. STA. 10+00.00, C.L. I CHECKERBLOOM DRIVE 0 SKY LUPINE LANE= N00030'1 2"E 11+00 12+00 cm STA. 16+28.73, C.L. 6 - 280.00 1 1 13 TAP 14 BEACH ASTER DRIVE 60 -C) 1 1 ll!EF TV. /7. • 6 1 29 9 ......... 5 REMOVE EXIST. CURB & GUTTER 25 m Of Of 0 a:: f-- \ > O C) C� C) C> 9 mPAw C) C) a Ki C) a C> c� q q CD C) C) N N c6 cq rr C) ; nri rN.J ^.A cn . . ............ (PRIVATE STREET) SFf>;A"Tr &7R65'r f SCALE: 1 50' HORIZONTAL 47N NTH .0VaS7AAJT/A L a �'a 7- ��T 6 �� wJl-n 1 5' VERTICAL NOTE: OUGH GRADING HAS BEEN P ORMED 362 ro c) co to cmn O 00 14- 1 i LO LO .4- M C> '_N: LO in LO I LO U-) to t.- LO LO LO 9 - - - - - - - - - LO to 0 rn I n =3 36 T__7' - 44--4-- _n__ __ 1"NN. 4a�360 >: >: >: LO t�. w uwj >; w C) t to w w w __j _j _j __j _j cun to W uj w __j __j LNq LL: __j __j 0 UJ A_ 1358 I LAj j 6 U5 C) Lkrc P6 to 4358 14 lqs C) C) 0) c ul LA.1 LANNI 00 to I cy) c r4r) * uj Llj L0 =1 z CN pe) u + + 356 4 A ul 4 C) c> C) V_ cr_ V V_ 356 V_ t V_ w C*4 z (3 C) < C-5 (3 < w INNN- 9 P . If^ • a: f 4644AA - LU 1 354 .0- _.N.- - --i uj cd 354 EXISTI G GROI I _4 352 r CEN NE 1352 9 -4- 1 L Z.-2- Yo- 00 n t' - CO co P OPOSED WEST -0-25% Wl-INE 350 to to owu c) ci ,I >_ >: LO LO j uuji _j 348 4w NNNNNJ uj ui 346 LN- �"r 1346 10 11 12 r 13 T 362 C> C-4 LO I LO co 360 1� 360 1 -4 4 -4 > < C) to I uj 358 :z 4 358 _j CD m c> < C> C) (n + I - C) rT A m + < 3561 356 < < m + < I i w CN (-:)j U) CD to LLJ V_ um� 1354 354 N< PqOPOSED CENTERLI JE 3 cn I 352 352 1 4 EXIS'iING GRO ND rNN% 350 4-- 010ENTER NE 34a t-, 48 DD 346 3M 10 11 12 13 362 co co 00 (0 cl 362 Co n to ro CN LO to LO LO LO 0 36 ro M M M LO LO LO j LO LO Lo I-- • �360 >: > >: >: :> _j _j ij w w -i .-i W Gi Nd ILJ w ui cn 358 358 C) C" �Fw .14- 0) P_ c� m r__ rll_ N< co LO 4 r-: ui n LO Z c5 a6 (0,1 r0i 0i to 0 INO (01 + + I + + =3 + + 1-1 356 + I - - _+_ _±_� + V_ v V.- V_ m + Q C) C3 -ce - -ce t: CN IN- . 0! < < < (3 N< d < 0� c U) I U) w U) m 0: crn LN] :zt. IN- cn AQ a- (n UJI w jn- I 354 NNF- 01_1a la uj 351 _n s PROP ED 3 1 now, S 352 00 to -00 __T S - ).f5% LO Ll N v IN >: >: 0 CENTERLINE LJ LU uwj W 348 <3 cq 346 10 EGEN D:, ABBREVIATIONS FINN. FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 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 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/31 WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) 350 a I 1,4348 346 12 13 LEGEND, COL4 T , Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: R1 -1 " - STOP 'IS5-2" - END SCHOOL ZONE "R6-1" - ONE WAY "W31(CA)m - END "R5-1" - DO NOT ENTER "W14-1" -DEAD END "R26(CA)" - NO PARKING "W14-2" - NO OUTLET "R,3-5R" RIGHT TURN ONLY "Wl-7m -DOUBLE ARROW "*R4-7" KEEP RIGHT "Wl-6" - SINGLE ARROW "R81 {CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD '"Wl-l" - CURVE ARROW D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. n QZ3, Ezz. EXISTING CATCH BASIN D EXISTING STORM DRAIN LINE s EXISTING SEWER LINE (0) EXISTING TORM DRAIN MANHOLE 05 EXISTING SEWER MANHOLE (0 EXISTING SEWER CLEANOUT EEEE'e m m "Eeeee ■m m mememe� am sm ammmim TRACT BOUNDARY E° 'EEEE E'EEE Eeee . •ee. m■E� immmm see PHASE BOUNDARY 362 11 Q0 -c C) C) C4 C-4 C14 cj tc) L0 360 La ,, >: >: LLJ LJ _j _ Lu Lij J 4, J ED ui C) 04 c U') co + + 3 + A vr cj� C-) Ac C) LLJ V) M C 1 0- U) m 354 ROPOSE E T FLOW % S = 0• 352 �� C> cn to E XISTING R 3w __j 3m C4 3m 10 LEGEND CON T. (D CURVE NUMBER FOR CURVE DESCRIPTION 4) ITEM OF WORK - SEE SCHEDULE it FLOV&INE 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 DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN � %lb..- - .0 "q + + I u + +:� C CHECKERBLOOM T_ V_ c*4 cNclq "cq V- Is- T_ . %_ T_ DRIVE v D SEE SHEET 7 to V) C6 V) U) Wl(/)V) MEW 1 VEST., NTw U U7202 LUPINE LANE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ROUGH GRADING HAS BEEN PERFORMED 362 360 358 356 354 352 350 348 3" CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 10.00' 7.950 4.20" 45-34'23" 25.001 39.27' 25.00' 90. 00'00" STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION M B.C. STA. 10+47.00, 12.00LT. STA. 10+47.00, F.L. P.R.C. STA. 10+54.14, 15.00LT. STA. 10+54.95,, F.L. 30 P.R.C. STA. 11+25.36s 15.00LT. STA. 11+27.789 F.L. P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68s F.L. 5[ �] P.R.C. STA. 12+25.86, 15.00LT. STA. 12+31.51, F.L. B.C. STA. 10+47.00., 12.00RT. STA. 10+47.009 F.L. P.R.C. STA. 10+54.14, 15.00RT. STA. 10+54.951 F.L. P.R.C. STA. 11+25.369 15.00RT. STA. 11+27.791, F.L. P.R.C. STA. 11+54.649 15.00RT. STA. 11+58.699 F.L. P.R.C. STA. 12+25.86, 15.00RT. STA. 12+31.521 F.L. P.R.C. STA, 10+54.149 15.00LT. STA. 10+54.951 F.L. P.R.C. STA. 11+25.369 15.00LT. STA. 11+27.789 F.L. P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. P.R.C. STA. 12+25.863, 15.00LT. STA. 12+31.519 F.L. P.R.C. STA. 10+53.929 15.00RT. STA. 10+54.733, F.L. P.R.C. STA. 11+25.36, 15.00RT. STA. 11+27.789 F.L. P.R.C. STA. 11+54.64, 15.00RT. STA. 11+58.68, F.L. P.R.C. STA. 12+25.863, 15.00RT. STA. 12+31.519 F.L. UNIT BOUNDARY STA. 11+40.009 12.00RT. STA. 11+43.243, F.L. UNIT BOUNDARY STA. 11+40.00, 12.00LT. STA. 11+43.23, F.L. UNIT BOUNDARY STA. 11+40.009 12.00LT. STA. 11+43.93s F.L. UNIT BOUNDARY STA. 11+40.009 12.00RT• STA. 11+43.23s F.L. UNIT BOUNDARY STA. 11+40.009 C.L. I - 12 CONSTRUCTION NOTES, O1 'a CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 3O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A.- SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH 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. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 3 ptisv w Lo� Rorq aA A �N7NOS)j i>A`rF ` I t c 9- �al 76 12/m/14 PRIVATE STREET 9 R =10' R=25 10 10' 9 R =10' 00 ,P , b TYP. CORNER DETAIL SCALE: NONE PRIVATE STREET /00000 C-4 15 --- ------ co io W ♦ R=10' R=10' tow PA ,TYP. POPmOUT DETAIL. SCALE: NONE 7 5' TYP. �TYP. PASSING SEE DETAIL AREA RIGHT MUM 200' MAXIMUM TYPICAL PASSING AREA DETAIL TYPICAL PASSING AREA LOCATION SCALE: 1 ° =1o' SCALE: NTS PASSING AREAS NOT TO EXCEED MAXIMUM INTERVAL OF 200** NOTE: T-INTERSECIIONS, CROSSES & DRIVEWAYS ARE ACCEPTABLE PASSING AREAS. NOT S: REMOVE AND REPLACE EXISTING CURB & GUTTER. 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 EXISTING CURB & GUTTER TO REMAIN. 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE 13 TYPICAL POP-OUT - SEE DETAIL ON SHEET 10. DENSITY PER C.O.B. STD. ST-9. 0r___llj 14 TYPICAL 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ET 10. I,( CAL CORNER -SEE DETAIL ON SHE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN KKI 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES A MANHOLE AND SEWER CLEANOUT TO NEW FINISHED N PAVEMENT GRADE. SEWER CLEANOUT TO FINISHED GRADE. m 0 j< - o Z CO Of 14- 0 Z L_ < C) co 0 __j 0 0 m co 0 x LLj 0) 0 N 00 0) 0 0 4c D w O _v6 >NN m z 0 W W Ix LLJ U.4n V) m C) LLj CL m > LjJ cy) C) r- < C14 D W N 0 C44 �v W �F z a OFN oz z j ccsa�� z low >EE W z �( O 0 Z oaF a� W 0 cc 0 Z. 0 0) 0 u a: cog q VNNN re) Z Uo M H J 0 cl 0 < 0)) Tv m STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION M B.C. STA. 10+47.00, 12.00LT. STA. 10+47.00, F.L. P.R.C. STA. 10+54.14, 15.00LT. STA. 10+54.95,, F.L. 30 P.R.C. STA. 11+25.36s 15.00LT. STA. 11+27.789 F.L. P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68s F.L. 5[ �] P.R.C. STA. 12+25.86, 15.00LT. STA. 12+31.51, F.L. B.C. STA. 10+47.00., 12.00RT. STA. 10+47.009 F.L. P.R.C. STA. 10+54.14, 15.00RT. STA. 10+54.951 F.L. P.R.C. STA. 11+25.369 15.00RT. STA. 11+27.791, F.L. P.R.C. STA. 11+54.649 15.00RT. STA. 11+58.699 F.L. P.R.C. STA. 12+25.86, 15.00RT. STA. 12+31.521 F.L. P.R.C. STA, 10+54.149 15.00LT. STA. 10+54.951 F.L. P.R.C. STA. 11+25.369 15.00LT. STA. 11+27.789 F.L. P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. P.R.C. STA. 12+25.863, 15.00LT. STA. 12+31.519 F.L. P.R.C. STA. 10+53.929 15.00RT. STA. 10+54.733, F.L. P.R.C. STA. 11+25.36, 15.00RT. STA. 11+27.789 F.L. P.R.C. STA. 11+54.64, 15.00RT. STA. 11+58.68, F.L. P.R.C. STA. 12+25.863, 15.00RT. STA. 12+31.519 F.L. UNIT BOUNDARY STA. 11+40.009 12.00RT. STA. 11+43.243, F.L. UNIT BOUNDARY STA. 11+40.00, 12.00LT. STA. 11+43.23, F.L. UNIT BOUNDARY STA. 11+40.009 12.00LT. STA. 11+43.93s F.L. UNIT BOUNDARY STA. 11+40.009 12.00RT• STA. 11+43.23s F.L. UNIT BOUNDARY STA. 11+40.009 C.L. I - 12 CONSTRUCTION NOTES, O1 'a CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 3O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A.- SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH 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. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 3 ptisv w Lo� Rorq aA A �N7NOS)j i>A`rF ` I t c 9- �al 76 12/m/14 PRIVATE STREET 9 R =10' R=25 10 10' 9 R =10' 00 ,P , b TYP. CORNER DETAIL SCALE: NONE PRIVATE STREET /00000 C-4 15 --- ------ co io W ♦ R=10' R=10' tow PA ,TYP. POPmOUT DETAIL. SCALE: NONE 7 5' TYP. �TYP. PASSING SEE DETAIL AREA RIGHT MUM 200' MAXIMUM TYPICAL PASSING AREA DETAIL TYPICAL PASSING AREA LOCATION SCALE: 1 ° =1o' SCALE: NTS PASSING AREAS NOT TO EXCEED MAXIMUM INTERVAL OF 200** NOTE: T-INTERSECIIONS, CROSSES & DRIVEWAYS ARE ACCEPTABLE PASSING AREAS. NOT S: REMOVE AND REPLACE EXISTING CURB & GUTTER. 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 EXISTING CURB & GUTTER TO REMAIN. 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE 13 TYPICAL POP-OUT - SEE DETAIL ON SHEET 10. DENSITY PER C.O.B. STD. ST-9. 0r___llj 14 TYPICAL 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ET 10. I,( CAL CORNER -SEE DETAIL ON SHE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN KKI 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES A MANHOLE AND SEWER CLEANOUT TO NEW FINISHED N PAVEMENT GRADE. SEWER CLEANOUT TO FINISHED GRADE. m 0 j< - o Z CO Of 14- 0 Z L_ < C) co 0 __j 0 0 m co 0 x LLj 0) 0 N 00 0) 0 0 4c D w O _v6 >NN m z 0 W W Ix LLJ U.4n V) m C) LLj CL m > LjJ cy) C) r- < C14 D W N 0 C44 �v W �F z a OFN oz z j ccsa�� z low >EE W z �( O 0 Z oaF a� W 0 cc 0 Z. 0 0) 0 u a: cog q VNNN re) Z Uo M H J 0 cl 0 < 0)) Tv m 12 CONSTRUCTION NOTES, O1 'a CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 3O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A.- SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH 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. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 3 ptisv w Lo� Rorq aA A �N7NOS)j i>A`rF ` I t c 9- �al 76 12/m/14 PRIVATE STREET 9 R =10' R=25 10 10' 9 R =10' 00 ,P , b TYP. CORNER DETAIL SCALE: NONE PRIVATE STREET /00000 C-4 15 --- ------ co io W ♦ R=10' R=10' tow PA ,TYP. POPmOUT DETAIL. SCALE: NONE 7 5' TYP. �TYP. PASSING SEE DETAIL AREA RIGHT MUM 200' MAXIMUM TYPICAL PASSING AREA DETAIL TYPICAL PASSING AREA LOCATION SCALE: 1 ° =1o' SCALE: NTS PASSING AREAS NOT TO EXCEED MAXIMUM INTERVAL OF 200** NOTE: T-INTERSECIIONS, CROSSES & DRIVEWAYS ARE ACCEPTABLE PASSING AREAS. NOT S: REMOVE AND REPLACE EXISTING CURB & GUTTER. 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 EXISTING CURB & GUTTER TO REMAIN. 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE 13 TYPICAL POP-OUT - SEE DETAIL ON SHEET 10. DENSITY PER C.O.B. STD. ST-9. 0r___llj 14 TYPICAL 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ET 10. I,( CAL CORNER -SEE DETAIL ON SHE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN KKI 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES A MANHOLE AND SEWER CLEANOUT TO NEW FINISHED N PAVEMENT GRADE. SEWER CLEANOUT TO FINISHED GRADE. m 0 j< - o Z CO Of 14- 0 Z L_ < C) co 0 __j 0 0 m co 0 x LLj 0) 0 N 00 0) 0 0 4c D w O _v6 >NN m z 0 W W Ix LLJ U.4n V) m C) LLj CL m > LjJ cy) C) r- < C14 D W N 0 C44 �v W �F z a OFN oz z j ccsa�� z low >EE W z �( O 0 Z oaF a� W 0 cc 0 Z. 0 0) 0 u a: cog q VNNN re) Z Uo M H J 0 cl 0 < 0)) Tv m W N 0 C44 �v W �F z a OFN oz z j ccsa�� z low >EE W z �( O 0 Z oaF a� W 0 cc 0 Z. 0 0) 0 u a: cog q VNNN re) Z Uo M H J 0 cl 0 < 0)) Tv m 6 7 8 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 362 360 358 356 354 352 350 348 346 CHECKERBLOOM DRIVE SEE SHEET 7 SEE SHEET 7 U To M 64Q w 1 II . ■o sworn 0% ANDYT U F T WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH (FADING HAS BEEN PERFORMED CONEFL.OWER DRIVE SEE SHEET 6 15 `W Q� jR0 >-� Qz UOU J J UCj 4641 O co 00 V.— N d+- <c a in in g E a _ .4� .A_ .wvu , _.,�A a >.aa nn � a: 30. s C-4 LO to } yr, 3F L• y f N 21.17' -; .� 30'd �� l8 W n � +.+ CDC) W � s _ ” tip co O 42 C)CID 3 fi M7 •� � !— LO imam + + 6asra. --- e+v Q Q ,�; ; ; NN HUCKLEBERRY DRIVE Q� `� It- SEE SHEET 2 Mrr 3 caaa�,,.,xuv .. �_..w w cuv+,w. , xus.�uw••ev.0 � ..,.m�.a»- w.uw.cn>,.w..w,w � � nc�a..: v>. vcrv>. ,w...+w,�w,_.....�.w.n,,.;.aea. <..,�..w.�. � � � +r •iz. secs � >r, � EXISTING CATCH BASIN � h y S in in (''� x Y x ; O p F�' � O '---. �'Y'1 .....<. - cart a..>.<rw,rs + I 3i I� A c � ` >m < �`l C € LLI w W W rw•_�xt>w.ama.*aae,..>: +h..,>.r .. w.,v.a¢ve Y.>mwvaarnrx sw,uewe,..merw .s #- .a�..nrncevx✓ ret>.:zemwwvn.++ > =.rrsrwa..wnw� .V bu_�r•m.-.`w.ww4� rti+Yar+r.. mtamvweawwxaxm CD .. ^ < V W cv B cn con O r u. _. -n a s �_— ,. �aa { G �� .x �—� _ r EXI INS CEN ERLI�fE I 3 7 i �„{� n.a.an� k... a :a . a....,�_. w .�.w _a ``� 00 m� °`�" �- .,a..�,�. UQ M Fy yy F- < <� co 0 ry W cl- W LLB Of Z S 3 t cn € CJ� 4 Y LV �-- A ' rauas> nmw, aw. vrc„ ww+ iuieua yp ,ae.aaen�ew.c.w.umctw....v unx.. e»., At> 1o. NVfavas*, flv+.,. m, r... w. mi. n: rac xvsw .m.,a+.,a.,�4... >...r.r.or:n.:_ avow ,rS.�xvT^.ws.ca,uwnweemnw:.ror :. wo-v+nvu- ..nw,an,.eGCmXwc uwC ,n,cew..�em ,m »..>•c,.cvass.G -nry✓w. � � j„ +..Ro-+C.nnwnh.anv,ne4am.+, aOx. xMw, m. owaw, MNn+> utu, �ae�x-,+ n+- ta, m,.., e.. r,.. rusy�wo-u,. evua,. t., hYds' l +r.�'aq +H✓�i2rw+�wrr+wnauaaX -? 10 11 12 f N A 4 4 r a 9 k+• a 4 < k g� k >,..,.r..erna.,.tur,....w :w..r:...n,w+en..x_.a:re.� '„". "�"M` .,"�„ �'° w.- ,<., �..<.. �... u.,»>. w.. �.,,», �> e„ �,•.,,».......» �., �..>. �.....>.., �.,..,, ...>..��..�>.,....:�.._..�,._.. .�„<x° +,.,,..,.....r,n- ,....,,w�. k z u 1——.>r... W j W. rr {q LJ'"� 00 � >..®.,.a,,..x«>= ......,.azv..ay�,,...e.. .� „ �,a..+ ca» �... a„ �.> ,., �.<,... �x,: �... rn. �,. e, x,�a><.«.>....,,.,,,,..�,:,.,,. >..»�.�:.N..sm,..-w' -•. .,... x«>.... w,,. r:,�n..,.»,�,>:.k�.:,a..a., «�,. ,.»s,>s>_n,: �.,.M..�,�.... .,. s C4 2 t— ]( ,.,.n.s�- +e<e.ee..s>ww.,a> b ¢y ..:.... s.,...« �,.. .w.,..,,mr._:+..,�sn<...r.ora.> � wa .w.,...<.s..+..r'.m....,vm�.,ws �c�s- v.,, r....,. w, n. n:. r... ncnw,+ m. .....,.,.,..>..,.,..x��.:w�s..w CD , � .wwmra,y....,.sc..,xeWe- r*w...v .<.- ,».x..,..=.e». �n+,w"; s»,,ar.:.�.,.....vw.. w.w>n- ..v..:,ve,......�xxr' ,+a>.•.n /�� ...,ewa:. W g —J x -upyg i + A EXI IN G CEN ERLINE� d a <>ya...._.wrw. - U ..,....n Of zj- 06 m ,- -�, -- ____ -_ ___---- - cwgea/mP. =- aueuwMilnesslW.N. >O><'n'mw,.titn Y*+. x s <+er —- t� ya x N N �, ----_ — s Y 1 I wow ,.- ,+au..w.,._'..y«- a«v.+rn�w., - r,. om,-.., ao�._ e, �ea. R>:..., �v.+... w. oa ...,K......�.'�:a.�...s...�>.nr ________ ;. I S .. a.. � 0.0 yyy �jl s�W. J s L, .rov,: -i sc.vMiv.nnl+' '+sawn +�+ri. h� W ' ___I W ro t +.ew+ aa...�n...+e o r <mr.>w. .r+ sss.w..wY+m ' —, .. fGx�w .+rrmen+,nNw�..uW�>J+bmr xe.- vmu..w y �a_xt+r ,+n�,e fi II ��Le ..•,,.�ya>...,.>n,�,.. r ar�..ro _ - .a- ..u�w�, ..�+ra.,..wa � ay..,... s- :aa.v.uon.e . . x ..«..>.L,m,+a...w..a...v...m... w. v,;..> .ln..u.,- .<...,.;wm•..+o-,c�r>ex 9 + .>.,>N.m.�..<.,.:,.,,>..,.,v.. k :a.>�.aao.+.,x....a.us .,.�. .......a,.. w,... u,..+> r, a.,...« kr�r..,,>.., w. nx.... �m..+... x<. e+ v`.- xwA... wx.>„. ay.,.. ,aorr,.. >....ruX:»Hmw»•.,ss.w..- c- U..,�•,..,, ..�,.3n- new... x<». a..... n. x,>, K.> xa-,..._: nw.+. w., w. w.<>.,....«..... o...... m...>. w, Aw.,,,« va-,.,.+ w, „.,F,ra,.a�.�..«.w,.,..,. -,.., - _ - ..a>r, :n.. ,. :,...R.,a�,.�.r..a,.: ,x..2 10 11 12 LEGEND: ABBREVIATIONS FL FLOWL -INE 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. CD- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. T EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PFR r n R STr) qT -4 A INI Fqq OTHFRUUISR NOTFM 362 360 358 356 354 352 350 348 346 362 z a 360 X358 X356 354 352 350 382 360 358 356 354 352 350 348 346 1 lK llor AM O F_ U ui — — cn w Z 21 22 ' ; 130 U LL: 29 + U8 C-4 _ i 30. - DELTA 30' 23 �� 21.17' -; .� 30'd �� l8 e �' fjB A n � +.+ CDC) m � — r — — — r '— _ ” tip co O 42 C)CID LEMON LILY DRIVE d imam + + SEE SHEET 3 Q Q ,�; ; ; NN HUCKLEBERRY DRIVE Q� `� It- SEE SHEET 2 Mrr 3 CONSTRUCT CATCH BASIN TYPE Ulml rr fQ-- t� EXISTING CATCH BASIN ---- - - D of I in in EXISTING SEWER LINE L U B E LEGEND (.CON T. : R = 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: LENGTH R1 -1 -STOP "S5 -2" -END SCHOOL ZONE "Rfi -1 � -ONE WAY DELTA "W31 CA � - END "R5 -�-1" - DO NOT ENTER { 500.00' �� "R26 (CA)" - NO PARKING "W1 4 -1 - DEAD END 21.17' "R3 -5R" -RIGHT TURN ONLY 4 -� - NO OUTLET "� "R4 -7" -KEEP RIGHT -�" - DOUBLE ARROW "W1 "R81 (CA)" -BIKE LANE � -6 - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1 -CURVE ARROW - - D NEW STORM DRAIN LINE - REFER TO SEWER ri AND STORM DRAIN PLANS "A" — CONSTRUCT CATCH BASIN TYPE PER C.O.B. STD. D -14. Cz* ca EXISTING CATCH BASIN ---- - - D EXISTING STORM DRAIN LINE --+-- EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT TRACT BOUNDARY PHASE BOUNDARY 3 3 3 3' i 3; 3 3� 3 3 3 3 3, 3; 3. 3# 31 3. 3: 3% 3: 3! 34 34 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED �p...,x.�.a.az a� , �...r<,.. 2....,- ..._._,�.,,...�,..u..,.,...�.. ,a<..rr,...�� _,,,� ., . �, �,..>,,.._.....__ ��>,.. ,r_..,.k�.w.�...�...,M.<.��.,�, _....,. art, �.,�.,aa�.,.�,�anr.,..-- � -•-- >� ,.>a,�..,,_�a� <.�,.Y�.� ... .�a.._,.a.�..,..,�...,.,�r� -..� .,.�a..n,._ „��<.�,...,�.,��..� �. .�....>,...,.,�- �_..�....�....r R.�..,�..._.�,. CO 00 f VlJ � ,�.�.�+,A:,..,a +n1l�J e i 7- E W t s i a f J 4 O t Y 00 ..a._,na,w . �.�._v.-r<.., j ..rr <.c ®v...c.,.n -�.., K, ...._.�;,.++,...r.......,.....- .a<aa,....ce. -. F.: - CD crYa•.4!.b-mmaa- c_�>u -. savw.r_v�� C uw>vw- v+<ai>+zx,.. -' e:.wv = n -:s ie+ac- w..,.+avn..r>axwMw_ - mca.' -:rzrs Twa... 1' c+u.- a�>or>+'+¢a.+. v>wa.t.�m+a r +nww_ £ U R m (n EXISTING CENTERLINE 1 �Y•acr- .,.>.vuwvsnm+ ` - ws.wa.r <w+.: va»- i a,++ mmuySaola' -�syy, uat ` @6'3aMit aw.e- ,eS- tvm¢ueae... � .ay. — a O. S F S 0.28% CD I o -� 1 I EXISTI G WEST ! FLOINLIN 9 —_ W L ILI s r W LJ W �,.._a�.,.�.�a•..w�„a LW ' z t � K�4 f Q ` x a.•y.».,..a..,.�,.,..�>...�, � M ...,,sy...., Nam.,., �... �.< y.,, A: Fa-< �. a�a... w., 9. �.. a, m. �a. a,=, n.,, �,.>, �. �., a. �,.yit- a.,�.._.,a_n�..- ...,,,., �.<,a.m.....a�>...,a_.:.� .a........ >.,,.� >.,.�..- zap,.- a�..». r--....., �. o., tm.... n.,,.,.: 3,..<,,...> �. �..,...<., v....: u,_ r .»,�.....,:.,...4_- ..G.- _.� -..� ...,..,. --ti. _,,;a.,,.,K�,. � K,.....a,..,� 10`� 11 12 Y''” °'- `.,..m,.�a�.a..�:'a. °•'o°�t- m-,�. .:.>� .,.u.� <, a>-:.. �. o.:.: � ;>aa- ,oa.�..,..,..na,>- .2,�.xr„ ... =.a� , �.-. x.. �„ r:.. LZ�, n« �,,. x.,. �+...... a .:.:.a.�- _�„n,...a... +.:..K..s} — �,�.x.,,,w..`..v �:�.,a..n.,,r,,.....,.,s. .a_.�a- ..�,..- x- A,.,..�._.a.,.- a.,..Y....aa...- .�,wa..,., <..,x�.�.;,t,a,..,,.,. :x,'..,.,:.a- .>:.,- m.,,.� r r € r ? 00 S \ L � i k c F € e i i`� 3 Li i ,6, 3 O l `V � N w LO LID bi ui 0 w W N Y � CO . U.' °'""'°` °,,..,�F..,�.�<,.a.,_,,, ,a.�.�,a..,.._.....�._.>.�...�. �......,a,- .,.�..wV ,�,�.<.�,.>,�..,...a .t1,�t,,.�,� � f W � W 00 Lli W p Cr +i _ + t O C:) i 7 a ¢ ¢ a.�.a „�,. -.� �.n-,.�•,_. S EXISTING CENTERLINE I z .w. . F„ eAw.' os.,. R-. rwv.. n, �+,w �.. iv. r�u..-cv_.�_uls+uw.a..<-.eawWiv vwarn, e. n+, wRf.+. vw: x:. Fias ...raswmuwx-+srros,.vawvu.oTiv. - �-�, inns, va, tm, s+_ rma A, v-. zeevwmre.."„ rmrvw. nv, a- ,e.�,e.- i,m,w,cm•MM,a- ..�m'as � se.w- ...x..v.a .i,a.._xel�.. -w. .uva,�iays.'..' was.. v vv- .+mrinww.va+aw.rea�wu.�w✓.++. nu 1. to. 3w..../ ay.. arssec- w. r_--.+ h- .ucs,.- ..,.an.w.sa..++.+rc -w'e. saa .- M,nxr,(.n..ea, w_tr.. 0 10 11 12 s i t } j 00 ; .aa..- >.. :.><....>_�.,. -R�. ., f ..«._a �:,,.m+.— .... >,+... -...<. -, n.,.�,a....�..».,....ra........ �` b..�>,.n...,.....,. p a..�..�.,.<...,,..,. � �.n.,.�.�,>�..,- rz., y„a �,.,.. �..- �., a.. a,..,.>,..».... �,. �..»>. �.._...,,..., o... �, >n,:;�..,.�,a....�.,....»,..>Y. :...�„•�.r >....a,.u..s.,n§.y.,.:.o,..r.,, n, f it �. W i 3 f In W O f 5 1 O 1 W N g 5 } O ((��/'• 2 g 5 F R { k r Q � �.,,<:uau �.a�a_�'""`.,. W �.�,..,,�;u��.,��.,,._ �., a>,. �,..... �.. �.... �.. ��d,...>.. �, M.,.., �. �. �...._.... �.... � ....,<..a.,�„.�.,a.�_.......r.. - .�..._� ,,, �e-,...•, � .,.,�.,.,.,..,�.�.,r.a.�__:.�R. j>A..�,,._} .�,�.�� -- ...,�AU.�.>,_. b EXISTING CE TERLINE C QJ�� ---- r--- - - - - -- - - S -` -� - - - -- - - - -- f S _ 1 0.25% a, o c) j L 1 2 � u.axb * �..� . :m«.ea>....a....�... _ o..�..®.a,.o.a,•_- .a,«,- .�.>.>. -.,_„ av+. ...�K.d- �n.�..� _ .. _ � � .o.... EXISTING � EAST FL(WLI N E € W W W W �aam.,r.>..,,,..i... £ ....<.. °'�" .a�,,,„_F,�:am, �...�..av ..� »< x,. a•- ramt.- a.�... =,n�.g�,..<�<,.� .�r_�., ��>. a.,,,..-, x., Y.+ r��,.......,... �.. a.. _.,- ,.s~.N,...,..�,,.n,...t,.,, .�...�. ��x 10 11 LEGEND (CONT.),., O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM � WORK -SEE SCHEDULE Fil 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 DESIGNATION: sEcnoN �r�R SHEET WHERE SECTION IS SHO 12 CURVE TABLE CURVE Q V� LENGTH a� DELTA _x 500.00' CD --J m 21.17' r- W W J �U � m= U 0 O –H= 0 -- — — U to cn 00m Cz* ca NN H Z t- -Y ed 2 >m O CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 01 500.00' 42.32' 21.17' 04'50'57" }{ 362 o 360 eNe^ u J i 4358 W F s LL 354 352 350 348 i 346 13 362 f 360 358 x 356 F } t354 7 352 -atio' 350 13 362 7 b X360 358 i 356 % X354 -4352 1 --4,350 �.. 348 1346 13 CONSTRUCTION NOTES: �1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT —SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. j� CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP —OUT —SEE DETAIL ON SHEET 10. ill .... ................ lill 14 TYPICAL CORNER —SEE DETAIL ON SHEET 10. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN � 5 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. NOIES: 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 AN SFWFR C(FANntIT TO FINIgHFD r.PAnF Z O Z V VJ 0 � Q O Z 00 U W d- 0 Z L I Q .J --I Q W Ld U 00 3: 0 w (.0 °O � (0 N O:f W Q 0 N 0 U z W W C.� W _z uj `J V l 0 Q __j M to 0 N (0 N-1 O 0 0 __j } } m W d s D O � zX 6 4 • V mo N N Z � J OD Cz* ca �pqt �W 0 ed >m O z v � am ix W W z co 0 LL � V W cv 1� cn con a Zn � Q W. U UQ M U O Q co 0 ry W cl- W LLB Of CJ� LV �-- W ILI 3: r m m N N � � J OD Cz* ca �pqt �W ed >m O z v � am ix W W z co 0 LL � V 1� cn con a Zn � Q UQ M U O Q W ILI 3: r m m STA. 10 +00.00,. C.L. FAWN LILY LANE** ` STA. 12 +80.01, C.L. CONEFLOWER DRIVE CONEFLOWI ER DRIVE CONEELOWER DRIV SEE SHEET 6 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVA11ON 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 TIC 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 Q 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 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) i T'LT I i; LEGEND CONT.: R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -�- "R1 -1" - STOP "S5 -2" - END SCHOOL ZONE "R6 -1" - ONE WAY DELTA "W31 CA " - END "R5 --1" - DO NOT ENTER � 10.00' " "� "R26(CA)" - NO PARKING "� 4 -1 -DEAD END 4.20' " "R3 -5R" -RIGHT TURN ONLY 4 -2 - NO OUTLET 2 "� "R4 -7" -KEEP RIGHT -7" -DOUBLE ARROW 8.12' "� "R81 (CA)" - BIKE LANE -6" - SINGLE ARROW 46'30103" "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW D NEW STORM DRAIN LINE - REFER TO SEWER 4.20' AND STORM DRAIN PLANS "A" 4 CONSTRUCT CATCH BASIN TYPE 39.45' PER C.O.B. STD. D -14. 90025'09" EXISTING CATCH BASIN 25.00' EXISTING STORM DRAIN LINE --�- EXISTING SEWER LINE D EXISTING TORM DRAIN MANHOLE so EXISTING SEWER MANHOLE STA. 13+79.439 15.00LT. EXISTING SEWER CLEANOUT "�"'��•��*�� TRACT BOUNDARY �- --- -- .... -- �-- - PHASE BOUNDARY I Rik irr =' LEGEND (CON T.): Ot CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil 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 DESIGNATION: SECTION LETTER k- - - - - - SHEET WHERE SECTION IS SHO + + BOTREBRUS'H DRIVE Loto SEE SHEET 5 cn(n 28 � 27 � q INTERSECTION STA. 15 +65.02, C.L. FAWN LILY LANE= STA. 12 +80.01, C.L. BOTTLEBRUSH DRIVE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA B.C. 10.00' 7.95' 4.20' 45. 34223" 2 10.00' 8.12' 4.30' 46'30103" 3 10.00' 7.95' 4.20' 45'34'42" 4 25.00' 39.45' 25.18' 90025'09" FQ-1 25.00' 39.09' 24.82' 1 89'34'51" STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION in B.C. STA. 10 +46.73, 12.00LT. STA. 10 +46.73, F.L. 22 P.R.C. STA. 10 +53.87, 15.00LT. STA. 10 +54.68, F.L. 3] E.C. STA. 10 +61.019 18.001-T. STA. 10 +62.63, F.L. 41 UNIT BOUNDARY STA. 13 +10.01, C.L. - fl P.R.C. STA. 13 +50.159 15.00LT. STA. 13 +52.57, F.L. Q E.C. STA. 13 +57.299 12.00LT. STA. 13 +60.52, F.L. 7 B.C. STA. 13+72.29t 12.00LT. STA. 13+75.529 F.L. F81 P.R.C. STA. 13+79.439 15.00LT. STA. 13+83.47j, F.L. 9 P.R.C. STA. 15 +10.44, 15.00LT. , STA.. 15 +16.10, F.L. 1[0 E.C. STA. 15 +17.74: 12.00LT. STA. 15 +24.22, F.L. 11 B.C. STA. 10 +47.271 12.00RT. STA. 10 +47.279 F.L. Q P.R.C. STA. 10 +54.419 15.00RT. STA. 10 +55.22, F.L. 33 P.R.C. STA. 12 +40.589 15.00RT. STA. 12 +43.019 F.L. ® E.C. STA. 12 +47.739 12.00RT. STA. 12 +50.969 F.L. i5 B.C. STA. 12 +62.739 12.00RT. STA. 12 +65.96, F.L. 1[6 P.R.C. STA. 12 +69.879 15.00RT. STA. 12 +73.91, F.L. Q 1 UNIT BOUNDARY STA. 13 +10.14, 18.00RT. STA. 13 +14.99, F.L. 88 P.R.C. STA. 15 +11.309 15.00RT. STA. 15 +16.96, F.L. ffg E.C. STA. 15 +18.44, 12.00RT. STA. 15 +24.919 F.L. CONSTRUCTION NOTES,,- O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 2O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 (3) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. (6) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. DADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. R SvI-'QoN APf'RRavEt> BY R06C.R A. Mc /N-7-094 a,C_r-. 3332.2 6xp. 06/30/1 4 R,GFv/sjwj APP RO )tf S Y- ...I.... , �( s DA75 NOTES: 1. SEE SEWER PLANS FOR SEDER 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 uk. PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. r ,y 4. ADJUST EXISTING SEWER MANHOLES STORM DRAIN MANHOLES AN 4 J SEWER CLEANOUT TO FINISHED GRADE. p l=ts i& Fk. Ica ,A I 2 c 6< z Go 5 w U w U C U W CL Cz, W V) W W cl- c Q N 0 0 w , 11 UNIT 2 11 11 11 TRACT 7202 11 . 11 f__: . 11 11. 9 11 UNIT 1 11 �� _ I— �� __j t__: _j i __j BEACH ASTER DRIVE t` �� _: i -i 0:: __j YELLOW LUPINE DRIVE '__ __j a C> C) __j -i u.j Q 13 C) C> C) C> C) CONSTRUCT NEW CHECKERBLOOM DRIVE C> CONEFLOWER DRIVE c> 0 C) C) F- C> SEE SHEET 9 . C> C) c> U N I T 2 . C) o6 OkIIi I . c� AC PAVING PER NOTE 2 t- c6 SEE SHEET fi - � . . , 00 o6 m- IL 18 11 8' C-4 00 u.j 00 18 C4 i ---.) I I - L 181 � 81 11 V_ If- V_ � , "o - - - _11 8'_l - I T I %_ v - 1-11 8'j 1 t ,I k i - - a V_ 11 - ,� I , I CD 11 18'1 ' 1� 18' * _j . < p . 130' I' i -i I l'i i * -i-i Ii . . -i-i i I . til __j __j - - - - - i -i . -J.-i v- , I I ,ks i * 1 . - OLL: dLL: dLL 1301- - 30' 3 30'1 1 -i i _j 10 i I �l UL� I F CiLL . 6ILL cj lz , _j i I I oLL: 1. - � 1.* Q I L.L: - 1.* . 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TV. � �_ c__)j U) m (/) (/) 0*) I I 11 ( uj V) U) U) V) X III. uj U)U) V) c- _> I U) C--).j v) I I (eI (J) "r) I I I 1--:2 in (n I X I I C--)., C4 I rl"d I (�� Ld I I p � I I I I I I ,I REMOVE EXISTING POWER I I \ I ) I ) D__� A i 9 I I I pppp, I I I CENTERLINE OF 20' WIDE I 11 -\ (f) I I � POLE AND DOVMGUlY 11 0 - --i It (D . -----= )) e , /L i I // /I PUBLIC UTILITY EASEMENT \1 /��_ -9 .)/, / ' . . L . I - s 1� I . \\Ait DSCAO �� -1 / s / _. I -1 I <,- � s . ' / PER TR. 6448-UNIT 5 , 1% SEE LANDSCAPING Ex. 6 SEWER EX. 6" SEWER 1 \1-4-M EX. 6" �_Eli�� - 1 1 15 E LANDSCAPING ) v 5 // M.B. 54, PGS. 106-107 6 01 i \ 6 --I .PLAN -.. -,. 24" GAS (SCG ,/ . 1, I I I I . PLAN L / / \ - / I I -it- I SEE LANDSCAPING ,PLAN I -_ I / / I T 9 @, I I I .. i .- - - .1 ---..---- - I G - __ -------- -G - - - - - ----. 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I 517.381 ___� 4 - - - - - - - - - - .. 30"W 18+00 �: *"IIIIIIIIII, 11+00-- ... - I - - -_ i I i - - - i _ . . -1 I I . .�+ _ . - NO4'f6 ."", I 1 , '' 12 +00 . - . . - 13 TYP. - &01 ...0 15+00 � 16+00 123.12 lz . - - 12 ___� _1__ll / DEDICATION TO THE CITY OF 5 1 6 00 11 - - - - - ___ . 9 1% - w amom I 10' . V_ _4�_ 11 / - �� ::�::: - := :=� - - - z . � /l* �_o /7" - - - SEE LANDSCAPING PLAN -, - - . , . - - - - - - - - - - - - - = = --= __,,,X 9 .-I @ PAGE 876 OF OFFICIAL RECORDS / I - - - - - --- --- - - - - = - - - - - - - - - - - - pF AREA @ I CONSTRUCT NEW EX. C/G --l'oe LOMA'- - G PLAN AND TRACT NO. 4709, MAP BOOK ft-ft C PAVING PER NOTE F LANDSCAPING PLAN 1 8 1 SEE LANOSCAPIN _. 2 __l*`IIIIII` 000 11*01 37, PAGES 29-30. .- . .. i 11 i 11 I t _k I 5 ! I � f )l I . i I "I 1 "I " e ' 1_� I lo� 1� I EX. CON',',. BLOCK 11 11 11 11 Ii _. CENTERLINE OF 201 WIDE---j 11 n w m i 11 m 11 3 --:> co i fil: 11 ,--: ,I w , -1 i � 1. , w Ir- C) . t--: f_: i I ;i ***_`IIIIII, i T_ -T 1--: � WALL TYP. I 0 1 UJ to 11 ` 1 6 I I PUBLIC UTILITY EASEMENT _j:z co I o __j w ,� w w C3 __j m 5 w w w I 11. 11 11 lw_ . < . 1w C> I t- s . C> C> C> w i c> o i i z � = a- u CD U I— � 0 a I— i PER TR. 6448-UNIT 5 T_ �2 i co CD ,; C> I w - � c> m 1-.< (n w * i 0 1 c> f. ,I 117- =) - o6 I— Go i 11 o6 C-4 ©� � I C> (3 11 cr 1z, V_ o6 s od 1%k 0 u M.B. 54, PGS. 106-107 1 . I "I V_ 1, V_ I --i < V_ � I I v- V_ n T_ � It C> U--i I c� � :3�: :i m ,., ; __� ; i i -7 I V_ i � t ! , I I - I _ff -) -i III I . < 0 rwll 14 i. � . I _ I �IIIIIIIIIIIIIIIIIIIII,ilill,iiiii''''IIII10-000�,.,.,00'I ''Ill'I'l''''Il''''Ill''''I'll'','''''''I ''''''''''''',,,III I I IIIIIIIIIIIII SEA SXFAIZA-TE- Sl��fo.T f D LA14 � q.TH A S-►l GLAgS-T.AOTI^L_ C.of4jco► 4Wc5 FOR _TPACT (o448 -UPI TL 9 j 12, _IIII.IIIIIIIIIIIIIIIIIII, Ir- V7 364 t-w* y Lo I ro I >: j,__".,!:=:t I 362" uj w I c; L. .X- 360 r�_ It- I + 1 * m U . I m .< 358 +_ a_ cn 356 r I 1 354 --- I I A 352, - el I � 1, 3501---- 9 .LEGEND._ ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 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 rMANHOLE EX. EXISTING C/G CURS 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. __C::)_ FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. - - ' r. ED FURNISH & INSTALL STREET" LIGHT -9500 LUMEN C.O.B. STD. ST-14• <"> EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ----- CONSTRUCT 189 BOTTOM WIDTH DRIVEWAY W/39 WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) 364 362 360 358 356 354 352 350 348 364 362 360 358 356 354 352 U-) _j .. I . . ,I ; -XI LAJ k_j __j � a U u- V_ `a/ co I �, _T_ § ! 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C/) uj V)cn 0 ci C6 cr) ul (1) ft Z3 cn (f) ,)i En cn r�_ L0 Lo + + I T_ CD V) C/) c6 u) C.3 < < . . 00 n C:)T- ,< .< < LLJ co 00 �_ 1-- V" cq w I— �_ (/) + + ai C4 c%i re) po W *q- to 11, ,v- CN IN rn w * A -444 C3 . En w W Lo,- (n (f) TRAM' NO. 4709 cocAd . . TRACT NO, 57 __ -<;!� 1__" ,I � . + + + + P 'd- CD � �_ w 00 00 co :z ++ V_ ,w- %_ V_ - I cn to M �� B K� z'13 -, 98 C4 cn cn z- .:e ..i Vs (3�, 2 9_e oo 04 1=11 �_ . ,__ " r cn U) y .4c < (3 < < t_ t_ m I— I D6 cn cn . .:� .-I V) c/) C) �- I- (PRIVATE STREET) 31mm _0- (�o - - , c6 cn v) I ___T______l.v_.__l__ 'I- -1 I I ' Lo . i -A "i ) I t i po . , i i i 1 I I I 1. �, Lo n r_ &X Lo 1 � __ 2 :> *X*-- v I ... .--'--T- I I . ---� - i . Lo , rn ,I '* � 11 " _ w - i I I >_ u: I _ 7 I I • � - ,-----r ,I q ___ 40 A-1 co w _,_ , ____� cm -, I 4 , __4_____. IT - - . � -:k ou i co -_ 06 __j � w -1 11 >: > I I * 3 i I IT - c ro 4 I I 5, C3 I -----�r-cj ! . I M "i I Aw I 1 • - -,r%-. uj + © Ir- - -< �_ cn i I X151ING I_- OUND 0 Q C NT`ERLINE '_� ' I ad 14 - - v - 'T - . * + V_ - :z => C.3 Li co + It- . ;� cn It , It I I - - i K btu- WE &. 1/2 A E V. 355. 4 1 1 i 1 N ELEV. 5.41 ,I 1, I I I .. ,I --QL:--- ----.t I A , l m , I I i 'r-" I . � I I I z I I 9 i I I ; 4 14 "I I--,, � I f _+-, �__. __ 1. 9 r _ _4____ � - - I i I I i F t i I Z z: I i 9 1 :3 :D i �l i It I 10 / 11 1 . -T- i (:a F-- ,- I N "i I uj . ,d- )I If +1 + 14- w r-_ IN + + i . V_ � :n " 111 V to V_ . T_ + I I + V_ I 1 o X CN I pr) . j M Ld I . C-) . . I W) a T- Q 'o I - --cr- w - - +-----r-- * _ . < I . - - . . . F- f (f) a- V) Lj V) Q I;< C-) d C-) �2 . � I C5 n- C-1 I CL in LLI U) 6 � .1 - * , < < . ,36 (n uj I m I uj if) cr. (f) I I -cc I i I i I 1 3 1?�= I . I I Z) t - , L - __ c - 'I ... � I - - - . , ; __ qu- ,I -----,P--.-- - . I --- , S = o.njt% . - .50%-F- 1- I -_ --------- 4Y __5 - _. I 1 61 v 14 9 7 - I _. 113/4 A E 54.89 , , - ______________ --f-l ! . . •I . 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I L .... m i . ff -i -IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I - I- __ - - _L_ - - - _�4 - -1 - - - -I- - - __ MUNIIIIIIIIIIIIIIIIIIIII . - - - ; - - t-- - 6 i l 1, I , I ! i I N I 2 1 -r-•' 1 i I im I - i - ---�------4-,-.-,---.--�----,--+.----I - I I r. ___4_____ --- - I ?� I i ---t-- I , EXISTING GROUND i , i ) I 11 , 11 � t I_ I_ I 1 , ., I I I � � @ CENTERLINE � , I 9 . , 1, I I i - ,I , r i It X I 10 11 12 to c*4 4- -q- rr) T- . " ui Lo LLLLL I'll ... rn . tr .... - _ . J_ re) -.[-- n '- " . I I --T------- , F . . I , 7 1 U-1 na t I I 1. 11 I , � *I .1 . 11 - �i I ) >: f i >_ I . ,I __ 11, ui i ui * =) uJ __j e , -r- W IL y$ 2 i I I I I - ; L J 14- I i U-) w 6 1 - + , I I M 'd- A I . � v - M v-- C) i I ; C-4 . ,__o-__-�7__ i I A LLJ n i . _t__l_�____+ - V"t ._�_ c .- L-- -___oo ____ + , lmr - - � I + c � co f,---,7--- I 115 =r-! +1 .1 11 ix C) � � V_ v - =3 (f) I 4r 1 1 . i v - S I I I It , C) • i _! 1; , � . $ Z, I * 1, • ✓ I I < < . . __ _ __�_ . 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T-19: 0 *Rl-ln -STOP "R6-1" -ONE WAY *S5-2" -END SCHOOL ZONE "R5-1" - DO NOT ENTER »W31 {CAS" -END nR26(CA)" - NO PARKING v W14-2 "R3-5R" -RIGHT TURN ONLY "Wl-7" - - NO OUTLET DOUBLE ARROW "R4-7" -- KEEP RIGHT "Wl-6" - SINGLE ARROW "R81 (CA)" -BIKE LANE "Wl -1" -CURVE ARROW "W3-3" - SIGNAL AHEAD __ D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. EXISTING CATCH BASIN __ ' D L EXISTING STORM DRAIN LINE . I . s I __ -_ EXISTING SEWER LINE EXISTING TORM DRAiN MANHOLE OD G EXISTING SEWER MANHOLE u I EXISTING SEWER CLEANOUT � m m N� = = �1 = m N TRACT BOUNDARY . I 13 14 r- r- 11I C) __�____,�, __r___T_ - " -m- �T-__,_-7___r _____�l______ .__.__.lr_l_n___l___ik 1 U-) , � i , 364 z U") ____ ___7__ -_ -"-= %_ t i - - +4 1 1 i i m i 1 I , -) I L6 I I I ft u, I Lo i I . a 1 rl") . � I � I � ` 1 � 1 s 9 a i r,- n ; to i i Lo I t 1 4 11 " • I I . I l 11; ,I ff-) i !, i V-) I It i CO . � I I. 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I __ I l-, , - . _ .. - - I - _ - I I , I , ll� I CURVE TABLE I CURVE RADIUS LENGTH TANGENT IA 0 500.002 45.30" 22.66' 0511'27" 0 _-500.00' 45.36' 22.69' 05.11'52 " m.-. - 482.00' 43.67' 21.85* 05'11'27" 0 518.00' 46.93' 23.48' 05. 11'27" 0 55.00' 81.40' 50.22' 84-48909" @ 37.00' 54.50' 33.54# 84-23'23" (D 25.00" 39.45' 25.18" 90'25'10" 8 25.00' 39.09' i 24.82' 89*34t50" 0 78.00' 161.05' 130.60' 118*18*16-" 1 37.00' 10.95* 5.521 16'57' 27" 11 10.00' 7.959 4.20' 45-34'23" 55.00' 1 81.01' 1. 49.86' 1 84-23923"1 STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STA110N - R] B.C. STA. 12+19.10, 18.00LT. STA. 12+17.47, F.L. M - P.R.C. STA. 12+26.24, 15.00LT. STA. 12+25.42, F.L. [1] E.C. STA. 12+33.39, 12.00LT. STA. 12+ . 33.37, F.L. [j] B.C. STA. 13+27.34, 12.00LT. STA. 13+27.33, F.L. [fl P.R.C. STA. 13+34.49t 15.00LT. STA. 13+35.28, F.L. Q UNIT BOUNDARY STA. 11+40.649 C.L. - [7] UNIT BOUNDARY STA. 14+20.669 C.L. - . - I P.R.C. I I STA. 14+06.029 15.00RT. I I STA. 14+08.46, F.L. - I I � , I �. I pmv!!�w j I CN \I I V, -, - /--- 7`- / �r ROC 15R A. Mc /A/ To%" .C>A7-V R.c.p_. 33apxl, 6y%P, o6/30/11+ lk /1071 R5\1I orl-i . ll/.wll ___ _ 0 . r APPROVED 1 A"A;4 0 r 44 5 H.4 A/ c, e. /-V- w - J>I�_ - 13P:2-17S E-Y-P f:L;P_13111&� V_ ___e, ARA to 0) I- 0 to N.-I 0 cq co CN UD NI'll. 0) 0 °a 0 O \A W ?A LIJ CD W i,i IX = C.3 I— (/) f , I m -j- C) (-> w oz � W ul cl- LA-i v) '> LLj : I cr 6 � I I 1 14- , c:) cr) I .. pi r �, r-, < C14 C3 ----, C) , V_ . I , �l �� .. - - - - - - � I � - I . . .� 1. � I 1 A - >; I i I � I I I � I t I f I ,I I t t I— p LALJ i Lu m Lu I � � I Lr) I It � - . i I I il I ! 04 - .1 � __.�:; I I i I I f f i - I I I I I ...j I I i, I . i t ( =) I . i'. I IF " 0 1 j i L i 4� 1 i I � �il I i ,I i � 4 ui I � � I I N,) 1� bi t - 1'i 1! (D w -II, i i. - � I I f � A, . I L I ' 9 F I i � � � bi I 11, I t T - __4_____ L - � 3rilco ----4-.-----4-,---- ,-,.----,�-,:-- R - - ,-.-A-.--�.-,�-,---,.-t------4,--�,�-..-,.�:.�, ; __j .1 .1 -_ I - I cm I I 0 ! Lu I � __ I f � I , T---------4--------4--- _+ -----t---+--4- --4r-- ------4362 � - 4__ - - I l__t____4____.=_.+__ --I ____4____ (n 1 (6 M CD ? , 9 I , 1 3 U) s V_ � T X I - I . i - I i � A " I i 11. 11 !, I "I , I I t I I "I I . I I , I I � i J � .-I ,d- f I co w I .11 - - O - c; � ! It I i I I 11 Ne' (p I I 1 ,�4 �� r- � � I il 9 It t � I ui f I ` Lo 9 w o6 6 C) �l i i " ! I I R " ) j w * "I I , Lf) 4L ; f i ; I *3c 1 31 �l Q i 4 � t i ui t i ( I r � i 4 IIIIIIIIm 0 >< � k -4 1 .. .- . - . a 1 4___l___ -_ _= - I l ; . - IWT-' I i r-________i - ___A_ __ _�� . i �l co `4 1 a . (.0 �A � 'i 11 ____4__,___A * I 0 C.I 0 , l< ,� _�__ _j_ -4.- -I%- __ _____4_____ i f 4 I C_� I N� N_ 9 ___`7____l__lr___f -e+--t- I `�** ___t____ _&�- -o ---+--+----j-- - __ ' I ______l________,�_ ui uj I + , � -tf!�4-----4L---------,,�------- ---t.----- __,____,_r-- � � , + t I ,I � I . T , I � jo Ce 91 . v I k i I i " , 14- 1 $. 1 a n I ; I i I I I ` I I i . 00 m � I o6 � ,I 00 I 1 3: 1 1 -11 I I L.Li - j� I � I I '�l ,I I 9 � � I � I - - Lusi I b * (_)o - t I I . w 11 i ii I I i 'I _ � * _-Cfv. � i I �__ln_l I I � C) . y 1 -4-� igr---.*.-.----+----.---.,,-----,.--,.--,- __X;� ----r-'------7-----+--'-'---4--LLLL _-_-t___--t-_____�___ � _� . I ,I g ,___r_ : � _-I I i , i Ir- I - -4---------+----- +____ 1 1358 i " _____lfl_ll____ ,-"-- � I I t (3 cn I 2, "I", , , *� V) i , f � I ,I ` * 4 i , ' af ? � ! t ----' --'.I W.1 -'f`� .-�. ,I� _+____Q6_ , -4----- - 17 c6 III %I � i f k f-- % -S=i -0-257o 1 '; l i i S 0. 25 12 13 . LEGEND. (CONT.� Ot CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil FLOWLINE STATION -SEE TABLE NOTE: SEE CALIRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS RD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHO 6 < . 1- m 00 = '-- U. w . ? i I � 11 i � i A � i, I ) i ,I I .. ,I A I , 9 I ,I � I , I X I 1! I t i I I 14 1 t I" l ,I i 4' 1 i_ 1 1 1, !. I i f I I i I I i 4, ; �l -4 1 . I 'l-_ ----------+-------t- ----,- _ --�----+_.___t_l__ -.- , -4, - �_____+___+__-__4________ , 1, i i *1 ,� I i 14 , .-I < A ,I 1 ,I ! i f 1�. i I I :rl t � I A I I 1 , , Y i A I I I i , .. I v I .1 I l 11 11 � A i 1 i i DI n, � R I I �� i "I ; 11 � � I * I; , f i 1, I l_____ - -----i-,-,.---L---.,---� ------!---.--- -.,---,,�,------ _.___j______ i I _-, ____,�-__.____,__,__ 14 15 16 17 CONSTRUCTION NOTES: ( ) CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ( ) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH 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. ( ) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER ( ) AND STORM DRAIN PLANS ( ) 8 REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 9 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 18 19 11 REMOVE AND ACE EXISTING CURB & GUTTER. 12 EXISTING CURB � TER TO REMAIN. 13 TYPICAL POP-OUT -SEE DETAIL ON SHEET 10. q TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. . F__ ; I 0I a U) �. a I - , CZ z --I---- ------ �. __". IRA -ll %j%jw . rmI 4c I � �� ; I co W i f ; --- I - I— � 1� 1 ;WI mt < 4 k -_A�,_""t_____ f__ '354 1 � 4 (=:> • .j i .f �, � � I a. I . I < Y ! T I -1 co i z ami ----t-----t----l352 FI 0 $� i IIIIIIIIIIIIIIIIIIIIII � "I I 1 .: - I .� i cot 0 I=- , ! i� i , T 11 9 i zi c .I < Q 0 ____.__'_._----L- ---J 350 1 1lw cn M a < 20 l" W I 2 . 0 5 MJ CD Z 0 NOTES: (= < IIIIIIIIIIIIIIIII, W ComIIIIIIIIIIIIIIII) 70 W mj 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. M w o it < 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER (=�d U. FIIIIIIIIIIIIII� Z co 0. I 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET, CROSS.� SECTIONS: AND I- .. 0 1 . OVER 0.50' COMPACTED O.G. TO BE COMP � - RELATIVE ' ' . a.I 0 , . DENSITY PER C.O.B. STD. ST-9. W_ __i :. IIIIIIIIIIIIII,j 9 a , I cn 1 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS � < ,..: P� - - I 1. CZ cn -1 � I PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I .1 .�, 11 I in � I � � If- I m' I � I z - I I I 11.1 "! I rn� I ' .... ! v'...lj." � ... kt% , C.I.IIIIIIIIIIIIIIII) < 0 I t;,O�,��.,, "o" -.,- I I " k "' I . ll.m. , � ", 4 *, -'. . O.;�,;ol-, ,,_�-, ,-;�,,� ,'��".' i ,, ,."",-i, .. -,, � �: �'�_'�` �, *4 .1 - ) �.C,: �'��` ,Z;:7� �,',, 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND �_ I—; , � I", C, IIII w ', V * I-— � . `��-� � I .1 *�, ,. '.. ,�,� I It �� , _ 1.r I .1 _ _ _ T, ". I . .r ., ,, .. _j . , , . . , , .. . SEWER CLEANOUT TO FINISHED GRADE. �i I ,f 0 m � i -, , _� ,,,;- ` .; 1 , ,..,� - R.,.�, , . , 1, "li 'I,- " f V� (_1 I 0 1 'Cl �,�_% .t 1. . m ,�., �. A-% 3 11 "If � . , - , , .., �-,�- - 0 , "I e,�A't'-' % , .. r__ 7 � .1 " _ ll�y, ,.e� , C'kl . %l!"i .: = , 'y " I �. I - , ,';j �j < . � . " � � I .. ,,�-�,` p 4, st, -", I i ,,'L I " _ _!, .�, _v..", , , 1-1 L_ �51 . 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I __ I l-, , - . _ .. - - I - _ - I I , I , ll� I CURVE TABLE I CURVE RADIUS LENGTH TANGENT IA 0 500.002 45.30" 22.66' 0511'27" 0 _-500.00' 45.36' 22.69' 05.11'52 " m.-. - 482.00' 43.67' 21.85* 05'11'27" 0 518.00' 46.93' 23.48' 05. 11'27" 0 55.00' 81.40' 50.22' 84-48909" @ 37.00' 54.50' 33.54# 84-23'23" (D 25.00" 39.45' 25.18" 90'25'10" 8 25.00' 39.09' i 24.82' 89*34t50" 0 78.00' 161.05' 130.60' 118*18*16-" 1 37.00' 10.95* 5.521 16'57' 27" 11 10.00' 7.959 4.20' 45-34'23" 55.00' 1 81.01' 1. 49.86' 1 84-23923"1 STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STA110N - R] B.C. STA. 12+19.10, 18.00LT. STA. 12+17.47, F.L. M - P.R.C. STA. 12+26.24, 15.00LT. STA. 12+25.42, F.L. [1] E.C. STA. 12+33.39, 12.00LT. STA. 12+ . 33.37, F.L. [j] B.C. STA. 13+27.34, 12.00LT. STA. 13+27.33, F.L. [fl P.R.C. STA. 13+34.49t 15.00LT. STA. 13+35.28, F.L. Q UNIT BOUNDARY STA. 11+40.649 C.L. - [7] UNIT BOUNDARY STA. 14+20.669 C.L. - . - I P.R.C. I I STA. 14+06.029 15.00RT. 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(CONT.� Ot CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil FLOWLINE STATION -SEE TABLE NOTE: SEE CALIRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS RD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHO 6 < . 1- m 00 = '-- U. w . ? i I � 11 i � i A � i, I ) i ,I I .. ,I A I , 9 I ,I � I , I X I 1! I t i I I 14 1 t I" l ,I i 4' 1 i_ 1 1 1, !. I i f I I i I I i 4, ; �l -4 1 . I 'l-_ ----------+-------t- ----,- _ --�----+_.___t_l__ -.- , -4, - �_____+___+__-__4________ , 1, i i *1 ,� I i 14 , .-I < A ,I 1 ,I ! i f 1�. i I I :rl t � I A I I 1 , , Y i A I I I i , .. I v I .1 I l 11 11 � A i 1 i i DI n, � R I I �� i "I ; 11 � � I * I; , f i 1, I l_____ - -----i-,-,.---L---.,---� ------!---.--- -.,---,,�,------ _.___j______ i I _-, ____,�-__.____,__,__ 14 15 16 17 CONSTRUCTION NOTES: ( ) CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ( ) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH 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. ( ) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER ( ) AND STORM DRAIN PLANS ( ) 8 REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 9 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 18 19 11 REMOVE AND ACE EXISTING CURB & GUTTER. 12 EXISTING CURB � TER TO REMAIN. 13 TYPICAL POP-OUT -SEE DETAIL ON SHEET 10. q TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. . F__ ; I 0I a U) �. a I - , CZ z --I---- ------ �. __". IRA -ll %j%jw . rmI 4c I � �� ; I co W i f ; --- I - I— � 1� 1 ;WI mt < 4 k -_A�,_""t_____ f__ '354 1 � 4 (=:> • .j i .f �, � � I a. I . I < Y ! T I -1 co i z ami ----t-----t----l352 FI 0 $� i IIIIIIIIIIIIIIIIIIIIII � "I I 1 .: - I .� i cot 0 I=- , ! i� i , T 11 9 i zi c .I < Q 0 ____.__'_._----L- ---J 350 1 1lw cn M a < 20 l" W I 2 . 0 5 MJ CD Z 0 NOTES: (= < IIIIIIIIIIIIIIIII, W ComIIIIIIIIIIIIIIII) 70 W mj 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. M w o it < 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER (=�d U. FIIIIIIIIIIIIII� Z co 0. I 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET, CROSS.� SECTIONS: AND I- .. 0 1 . OVER 0.50' COMPACTED O.G. TO BE COMP � - RELATIVE ' ' . a.I 0 , . DENSITY PER C.O.B. STD. ST-9. W_ __i :. IIIIIIIIIIIIII,j 9 a , I cn 1 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS � < ,..: P� - - I 1. CZ cn -1 � I PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I .1 .�, 11 I in � I � � If- I m' I � I z - I I I 11.1 "! I rn� I ' .... ! v'...lj." � ... kt% , C.I.IIIIIIIIIIIIIIII) < 0 I t;,O�,��.,, "o" -.,- I I " k "' I . ll.m. , � ", 4 *, -'. . O.;�,;ol-, ,,_�-, ,-;�,,� ,'��".' i ,, ,."",-i, .. -,, � �: �'�_'�` �, *4 .1 - ) �.C,: �'��` ,Z;:7� �,',, 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND �_ I—; , � I", C, IIII w ', V * I-— � . `��-� � I .1 *�, ,. '.. ,�,� I It �� , _ 1.r I .1 _ _ _ T, ". I . .r ., ,, .. _j . , , . . , , .. . SEWER CLEANOUT TO FINISHED GRADE. �i I ,f 0 m � i -, , _� ,,,;- ` .; 1 , ,..,� - R.,.�, , . , 1, "li 'I,- " f V� (_1 I 0 1 'Cl �,�_% .t 1. . m ,�., �. A-% 3 11 "If � . , - , , .., �-,�- - 0 , "I e,�A't'-' % , .. r__ 7 � .1 " _ ll�y, ,.e� , C'kl . %l!"i .: = , 'y " I �. I - , ,';j �j < . � . " � � I .. ,,�-�,` p 4, st, -", I i ,,'L I " _ _!, .�, _v..", , , 1-1 L_ �51 . 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I - �-4�- - --g--m- i ul Z-VA19 i IS = 0.21% -_ - - - - -_ I I ir - momwom__ I = - 11 ; I 0 1 I � I �r I I 1 4 1 .1 t I i i I "I I i I j _4_.__._f_______�____ t - -4--- 1 . _*r____+ll______i__ - I i ---tff"01 I , f � I " 11 i 11 -i " I I � -1 cyl I . I , � �l t 5 i ! I i i I li x , ---I-+-- __ ----,,- - <�f-, F I L ___i______-___+_ ___ll__f_l___ . __ l__4_-___ f f I i I I i i 11 I i .1 1 $ � .$ r L I ��', i z: I 11 I I :) L T , x f 1, I li . * I .,__.__ i _1_ I I i I ____,_____._,__.L,, l'.____l____ l___._l________j___l_. I 10 11 G.NQ, ,(CQN T., Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 0 *Rl-ln -STOP "R6-1" -ONE WAY *S5-2" -END SCHOOL ZONE "R5-1" - DO NOT ENTER »W31 {CAS" -END nR26(CA)" - NO PARKING v W14-2 "R3-5R" -RIGHT TURN ONLY "Wl-7" - - NO OUTLET DOUBLE ARROW "R4-7" -- KEEP RIGHT "Wl-6" - SINGLE ARROW "R81 (CA)" -BIKE LANE "Wl -1" -CURVE ARROW "W3-3" - SIGNAL AHEAD __ D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. EXISTING CATCH BASIN __ ' D L EXISTING STORM DRAIN LINE . I . s I __ -_ EXISTING SEWER LINE EXISTING TORM DRAiN MANHOLE OD G EXISTING SEWER MANHOLE u I EXISTING SEWER CLEANOUT � m m N� = = �1 = m N TRACT BOUNDARY . I 13 14 r- r- 11I C) __�____,�, __r___T_ - " -m- �T-__,_-7___r _____�l______ .__.__.lr_l_n___l___ik 1 U-) , � i , 364 z U") ____ ___7__ -_ -"-= %_ t i - - +4 1 1 i i m i 1 I , -) I L6 I I I ft u, I Lo i I . a 1 rl") . � I � I � ` 1 � 1 s 9 a i r,- n ; to i i Lo I t 1 4 11 " • I I . I l 11; ,I ff-) i !, i V-) I It i CO . � I I. 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I __ I l-, , - . _ .. - - I - _ - I I , I , ll� I CURVE TABLE I CURVE RADIUS LENGTH TANGENT IA 0 500.002 45.30" 22.66' 0511'27" 0 _-500.00' 45.36' 22.69' 05.11'52 " m.-. - 482.00' 43.67' 21.85* 05'11'27" 0 518.00' 46.93' 23.48' 05. 11'27" 0 55.00' 81.40' 50.22' 84-48909" @ 37.00' 54.50' 33.54# 84-23'23" (D 25.00" 39.45' 25.18" 90'25'10" 8 25.00' 39.09' i 24.82' 89*34t50" 0 78.00' 161.05' 130.60' 118*18*16-" 1 37.00' 10.95* 5.521 16'57' 27" 11 10.00' 7.959 4.20' 45-34'23" 55.00' 1 81.01' 1. 49.86' 1 84-23923"1 STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STA110N - R] B.C. STA. 12+19.10, 18.00LT. STA. 12+17.47, F.L. M - P.R.C. STA. 12+26.24, 15.00LT. STA. 12+25.42, F.L. [1] E.C. STA. 12+33.39, 12.00LT. STA. 12+ . 33.37, F.L. [j] B.C. STA. 13+27.34, 12.00LT. STA. 13+27.33, F.L. [fl P.R.C. STA. 13+34.49t 15.00LT. STA. 13+35.28, F.L. Q UNIT BOUNDARY STA. 11+40.649 C.L. - [7] UNIT BOUNDARY STA. 14+20.669 C.L. - . - I P.R.C. I I STA. 14+06.029 15.00RT. I I STA. 14+08.46, F.L. - I I � , I �. I pmv!!�w j I CN \I I V, -, - /--- 7`- / �r ROC 15R A. Mc /A/ To%" .C>A7-V R.c.p_. 33apxl, 6y%P, o6/30/11+ lk /1071 R5\1I orl-i . ll/.wll ___ _ 0 . r APPROVED 1 A"A;4 0 r 44 5 H.4 A/ c, e. /-V- w - J>I�_ - 13P:2-17S E-Y-P f:L;P_13111&� V_ ___e, ARA to 0) I- 0 to N.-I 0 cq co CN UD NI'll. 0) 0 °a 0 O \A W ?A LIJ CD W i,i IX = C.3 I— (/) f , I m -j- C) (-> w oz � W ul cl- LA-i v) '> LLj : I cr 6 � I I 1 14- , c:) cr) I .. pi r �, r-, < C14 C3 ----, C) , V_ . I , �l �� .. - - - - - - � I � - I . . .� 1. � I 1 A - >; I i I � I I I � I t I f I ,I I t t I— p LALJ i Lu m Lu I � � I Lr) I It � - . i I I il I ! 04 - .1 � __.�:; I I i I I f f i - I I I I I ...j I I i, I . i t ( =) I . i'. I IF " 0 1 j i L i 4� 1 i I � �il I i ,I i � 4 ui I � � I I N,) 1� bi t - 1'i 1! (D w -II, i i. - � I I f � A, . 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(CONT.� Ot CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil FLOWLINE STATION -SEE TABLE NOTE: SEE CALIRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS RD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHO 6 < . 1- m 00 = '-- U. w . ? i I � 11 i � i A � i, I ) i ,I I .. ,I A I , 9 I ,I � I , I X I 1! I t i I I 14 1 t I" l ,I i 4' 1 i_ 1 1 1, !. I i f I I i I I i 4, ; �l -4 1 . I 'l-_ ----------+-------t- ----,- _ --�----+_.___t_l__ -.- , -4, - �_____+___+__-__4________ , 1, i i *1 ,� I i 14 , .-I < A ,I 1 ,I ! i f 1�. i I I :rl t � I A I I 1 , , Y i A I I I i , .. I v I .1 I l 11 11 � A i 1 i i DI n, � R I I �� i "I ; 11 � � I * I; , f i 1, I l_____ - -----i-,-,.---L---.,---� ------!---.--- -.,---,,�,------ _.___j______ i I _-, ____,�-__.____,__,__ 14 15 16 17 CONSTRUCTION NOTES: ( ) CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ( ) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH 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. ( ) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER ( ) AND STORM DRAIN PLANS ( ) 8 REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 9 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 18 19 11 REMOVE AND ACE EXISTING CURB & GUTTER. 12 EXISTING CURB � TER TO REMAIN. 13 TYPICAL POP-OUT -SEE DETAIL ON SHEET 10. q TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. . F__ ; I 0I a U) �. a I - , CZ z --I---- ------ �. __". IRA -ll %j%jw . rmI 4c I � �� ; I co W i f ; --- I - I— � 1� 1 ;WI mt < 4 k -_A�,_""t_____ f__ '354 1 � 4 (=:> • .j i .f �, � � I a. I . I < Y ! T I -1 co i z ami ----t-----t----l352 FI 0 $� i IIIIIIIIIIIIIIIIIIIIII � "I I 1 .: - I .� i cot 0 I=- , ! i� i , T 11 9 i zi c .I < Q 0 ____.__'_._----L- ---J 350 1 1lw cn M a < 20 l" W I 2 . 0 5 MJ CD Z 0 NOTES: (= < IIIIIIIIIIIIIIIII, W ComIIIIIIIIIIIIIIII) 70 W mj 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. M w o it < 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER (=�d U. FIIIIIIIIIIIIII� Z co 0. I 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET, CROSS.� SECTIONS: AND I- .. 0 1 . OVER 0.50' COMPACTED O.G. TO BE COMP � - RELATIVE ' ' . a.I 0 , . DENSITY PER C.O.B. STD. ST-9. W_ __i :. IIIIIIIIIIIIII,j 9 a , I cn 1 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS � < ,..: P� - - I 1. CZ cn -1 � I PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I .1 .�, 11 I in � I � � If- I m' I � I z - I I I 11.1 "! I rn� I ' .... ! v'...lj." � ... kt% , C.I.IIIIIIIIIIIIIIII) < 0 I t;,O�,��.,, "o" -.,- I I " k "' I . ll.m. , � ", 4 *, -'. . O.;�,;ol-, ,,_�-, ,-;�,,� ,'��".' i ,, ,."",-i, .. -,, � �: �'�_'�` �, *4 .1 - ) �.C,: �'��` ,Z;:7� �,',, 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND �_ I—; , � I", C, IIII w ', V * I-— � . `��-� � I .1 *�, ,. '.. ,�,� I It �� , _ 1.r I .1 _ _ _ T, ". I . .r ., ,, .. _j . , , . . , , .. . SEWER CLEANOUT TO FINISHED GRADE. �i I ,f 0 m � i -, , _� ,,,;- ` .; 1 , ,..,� - R.,.�, , . , 1, "li 'I,- " f V� (_1 I 0 1 'Cl �,�_% .t 1. . m ,�., �. A-% 3 11 "If � . , - , , .., �-,�- - 0 , "I e,�A't'-' % , .. r__ 7 � .1 " _ ll�y, ,.e� , C'kl . %l!"i .: = , 'y " I �. I - , ,';j �j < . � . " � � I .. ,,�-�,` p 4, st, -", I i ,,'L I " _ _!, .�, _v..", , , 1-1 L_ �51 . 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Lo to -Ir- I ______r_____ -i-__� ,---,-'I------- _�__ v_wlI__._ _�____,-r___._. __.m___lr_ __r .UT-- _._____r__.___r__ -ff3 , � i i .vi---r--- -(d- I - t 11 - ? 11 ,---,-,, - U-) i I ____ 1364 1 Lo 4 1 1 1 r f r , 4 -D I to I I '_ I � I ; . . ro C.5 Lo 11 t.- i i Lo ! y 'I to It M= I I , 3 I i Lo S ; ,; I - i ? I ro -- � t t k M , n I 11 I X I j I ,I � C) , Ii - i f. m I I j ro I to ?t , I > v f -41 l I i A i I I >: cn i 9 f I I p I . f �, I i i A I . I . I ,I 0 '1� , I ,I � � I w cn >_ >_ .� >: w I I * >- t . i I . I I 1 4 i . . . En I f I I > I 1, I : > �. >: -, I't , .-i I _< ; -L". - f. . I � f ___ i i -12- ___�___ll-___f --.--L,.--,--,.,-- - _j ----. - *I __4____l____;I, ____ I 41-- ---4-----t---4 ---- -- - M c..) Lu 1 0 I # i 1� _____,__,_r,_`_, __j ----I'-- _____+ 4,I+___,_+_ - __ - _ ___4 ---i I _1 ', � F; _j tl i --i � -L J------4 362 L" I i I C.) cr_ 1 w i :z ! I -d � w t I I ,, " i I m _.j I :z - 0, - W 71 w :z i I 5 4 1 t 0 L J v , 0 to - I 0 co w cr• U 0; i 1, I I P $ 1 1 0 i I - 1 - , 1 I c'! i "I I I i cr; i 1. i 0 c) i �, I f 4 c*4 I I I 1. F= - - I - �P m �� T co _"ti �e_ i U t r� , Q C5 ca pi LLi re) * n I i �4 I i.--- 9 t 11 I I . 11 �l r__ C) s b 1* ;, I • - I f - . � �_� • . i LLJ 4 (1) -1- I 9 11 .- 11 _,J_�- u -� t_____ ___ll__ - . __________4l___" __l____t_l_ _19r., - =i_�,__-___lgr.- ________�_____4___ _4l_,___ ---4--oy-___l______4_ ____t__,____-t__. -ar _-4,______ - jI____ � V � oll lr7_ - cr) * q 3 � � I ,I Ld li � i I U) i I I I I CC) i I '? 1360 Y, U �i � fj C-4 Lr- 04 C*4 I w .4 1 1 . I � V_ T_ I I < e I �, m + i� m .1 ,� + � I + I I I LAJ clq I I i I I I I 9 I I i F- w C14 n 4 i 11 I w I T_ IV- V_ 1* L i & 1 co q 3 i I � • :z I , 1 I— c ') ? � I i i I v- 1 .4 :z -1 I ,I k Ld 'w_ ,f. LLJ I I I z: • ,I � - I I -,;<- - _+__ _t�_ ___ ______j______4__-cL __ _. I -lw- __ __cL - 4 11_4---___,�__ , i . -,I-----4-t--_t___ ; ___ L i -Z. t 3%% * _____ - � - 1_�___ - _r__+______ 4__~._zIII _�__-__ - ck I 01% �, , f A I � i ; - . ___l " �. �- �1� 11 I • w . �_ . U . � i � I i T I -_ = I— c �_ . i I < 2 - _�< - I < 11- f � 0 -------I-- 1 (3 -_ , I , I I t 1 c- -3 0 c,n I i , En I 11, • (/) I UJ (/) 0 (f) PR NE - I I i I Z3 CD i M (n � ,I 0i I.Li I � I 11 I ! r I f J I, � i � � , 11. ! I (f t 1 $ �. i I f A I I ,I li F. i � I q I i I � I I � t ` I I . - _ __ &IIIIIIIIIIIIIIIIIIIIIIIIIIII a A I - _ I—- 1 q J_ I ; w i I I 11 f. 11 11. t i I 'A t I 0 il � I li I i I i � I - I If I I I i I - ' . . . . . 7, - � � i ___ ___r_ _-, ---I-,-- _41--l- ;_._.__41____._.T_ ____4_______._r__ i ___4__ -_�_____ 4 _____l � !, --tl ___ � - � I ____t___ --.-.---- P, y A. �l � f �l , t 7 I ; . I I I 4 _�_, -_ 1, -_ -�-----� ---,-,, ---"------- 354 Q { {{ I I A I 1--_+1 ! , i -4----i 1 tl *9. I -, 1, t !'. � � I I i ,I I . � I f I � � � f I I Ii � I I i t� � 3 E ,I I A �l I I I � I 4 I I v _1 .i 3 71 l i ? I i I tl a i i I I . 3 1 z I .1 I I I f I .� f I I a t �l a I I I !, ! Z t ,I 2 1 q I I 11 A # i 14 D i � I i 1 1. i � �. �l . I '? ., 5 - 1; I 1 7.1 __i____ - ___ --.----�l----.--L�-----"j,!---- . ______,L_____l____ " � , i I c ; I i i i . 9 '4_ --------,,�--�,--I-----.-A-----�t -------"-�---.4-----.,-.----I--,-----.4-,--,------;�-.--..-.Y-.,-----�L------�L------�,-.,--.L,�,.-,,---L------I----,,,--�( 14 15 16 17 18 19 '352 %_ " to I,,- m Lo V7 17 V_ to 1_ U-) (" Lo Lo wi n U-) CD 110 W) W) CD -00 ----. .. . A.#,% __ Lo * _ U-i . - J --T----j----3 -----;-v--------r--- "4.___ _lb_l______.T _ -cq--I-----------r-----"-�,�r---,..�t--------r-.-. vIII I . I -R-.--....l----,-"7----"-----,T-I-.1--l- _ . -, _ . I __ I l-, , - . _ .. - - I - _ - I I , I , ll� I CURVE TABLE I CURVE RADIUS LENGTH TANGENT IA 0 500.002 45.30" 22.66' 0511'27" 0 _-500.00' 45.36' 22.69' 05.11'52 " m.-. - 482.00' 43.67' 21.85* 05'11'27" 0 518.00' 46.93' 23.48' 05. 11'27" 0 55.00' 81.40' 50.22' 84-48909" @ 37.00' 54.50' 33.54# 84-23'23" (D 25.00" 39.45' 25.18" 90'25'10" 8 25.00' 39.09' i 24.82' 89*34t50" 0 78.00' 161.05' 130.60' 118*18*16-" 1 37.00' 10.95* 5.521 16'57' 27" 11 10.00' 7.959 4.20' 45-34'23" 55.00' 1 81.01' 1. 49.86' 1 84-23923"1 STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STA110N - R] B.C. STA. 12+19.10, 18.00LT. STA. 12+17.47, F.L. M - P.R.C. STA. 12+26.24, 15.00LT. STA. 12+25.42, F.L. [1] E.C. STA. 12+33.39, 12.00LT. STA. 12+ . 33.37, F.L. [j] B.C. STA. 13+27.34, 12.00LT. STA. 13+27.33, F.L. [fl P.R.C. STA. 13+34.49t 15.00LT. STA. 13+35.28, F.L. Q UNIT BOUNDARY STA. 11+40.649 C.L. - [7] UNIT BOUNDARY STA. 14+20.669 C.L. - . - I P.R.C. I I STA. 14+06.029 15.00RT. I I STA. 14+08.46, F.L. - I I � , I �. I pmv!!�w j I CN \I I V, -, - /--- 7`- / �r ROC 15R A. Mc /A/ To%" .C>A7-V R.c.p_. 33apxl, 6y%P, o6/30/11+ lk /1071 R5\1I orl-i . ll/.wll ___ _ 0 . r APPROVED 1 A"A;4 0 r 44 5 H.4 A/ c, e. /-V- w - J>I�_ - 13P:2-17S E-Y-P f:L;P_13111&� V_ ___e, ARA to 0) I- 0 to N.-I 0 cq co CN UD NI'll. 0) 0 °a 0 O \A W ?A LIJ CD W i,i IX = C.3 I— (/) f , I m -j- C) (-> w oz � W ul cl- LA-i v) '> LLj : I cr 6 � I I 1 14- , c:) cr) I .. pi r �, r-, < C14 C3 ----, C) , V_ . I , �l �� .. - - - - - - � I � - I . . .� 1. � I 1 A - >; I i I � I I I � I t I f I ,I I t t I— p LALJ i Lu m Lu I � � I Lr) I It � - . i I I il I ! 04 - .1 � __.�:; I I i I I f f i - I I I I I ...j I I i, I . i t ( =) I . i'. I IF " 0 1 j i L i 4� 1 i I � �il I i ,I i � 4 ui I � � I I N,) 1� bi t - 1'i 1! (D w -II, i i. - � I I f � A, . I L I ' 9 F I i � � � bi I 11, I t T - __4_____ L - � 3rilco ----4-.-----4-,---- ,-,.----,�-,:-- R - - ,-.-A-.--�.-,�-,---,.-t------4,--�,�-..-,.�:.�, ; __j .1 .1 -_ I - I cm I I 0 ! Lu I � __ I f � I , T---------4--------4--- _+ -----t---+--4- --4r-- ------4362 � - 4__ - - I l__t____4____.=_.+__ --I ____4____ (n 1 (6 M CD ? , 9 I , 1 3 U) s V_ � T X I - I . i - I i � A " I i 11. 11 !, I "I , I I t I I "I I . I I , I I � i J � .-I ,d- f I co w I .11 - - O - c; � ! It I i I I 11 Ne' (p I I 1 ,�4 �� r- � � I il 9 It t � I ui f I ` Lo 9 w o6 6 C) �l i i " ! I I R " ) j w * "I I , Lf) 4L ; f i ; I *3c 1 31 �l Q i 4 � t i ui t i ( I r � i 4 IIIIIIIIm 0 >< � k -4 1 .. .- . - . a 1 4___l___ -_ _= - I l ; . - IWT-' I i r-________i - ___A_ __ _�� . i �l co `4 1 a . (.0 �A � 'i 11 ____4__,___A * I 0 C.I 0 , l< ,� _�__ _j_ -4.- -I%- __ _____4_____ i f 4 I C_� I N� N_ 9 ___`7____l__lr___f -e+--t- I `�** ___t____ _&�- -o ---+--+----j-- - __ ' I ______l________,�_ ui uj I + , � -tf!�4-----4L---------,,�------- ---t.----- __,____,_r-- � � , + t I ,I � I . T , I � jo Ce 91 . v I k i I i " , 14- 1 $. 1 a n I ; I i I I I ` I I i . 00 m � I o6 � ,I 00 I 1 3: 1 1 -11 I I L.Li - j� I � I I '�l ,I I 9 � � I � I - - Lusi I b * (_)o - t I I . w 11 i ii I I i 'I _ � * _-Cfv. � i I �__ln_l I I � C) . y 1 -4-� igr---.*.-.----+----.---.,,-----,.--,.--,- __X;� ----r-'------7-----+--'-'---4--LLLL _-_-t___--t-_____�___ � _� . I ,I g ,___r_ : � _-I I i , i Ir- I - -4---------+----- +____ 1 1358 i " _____lfl_ll____ ,-"-- � I I t (3 cn I 2, "I", , , *� V) i , f � I ,I ` * 4 i , ' af ? � ! t ----' --'.I W.1 -'f`� .-�. ,I� _+____Q6_ , -4----- - 17 c6 III %I � i f k f-- % -S=i -0-257o 1 '; l i i S 0. 25 12 13 . LEGEND. (CONT.� Ot CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil FLOWLINE STATION -SEE TABLE NOTE: SEE CALIRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS RD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHO 6 < . 1- m 00 = '-- U. w . ? i I � 11 i � i A � i, I ) i ,I I .. ,I A I , 9 I ,I � I , I X I 1! I t i I I 14 1 t I" l ,I i 4' 1 i_ 1 1 1, !. I i f I I i I I i 4, ; �l -4 1 . I 'l-_ ----------+-------t- ----,- _ --�----+_.___t_l__ -.- , -4, - �_____+___+__-__4________ , 1, i i *1 ,� I i 14 , .-I < A ,I 1 ,I ! i f 1�. i I I :rl t � I A I I 1 , , Y i A I I I i , .. I v I .1 I l 11 11 � A i 1 i i DI n, � R I I �� i "I ; 11 � � I * I; , f i 1, I l_____ - -----i-,-,.---L---.,---� ------!---.--- -.,---,,�,------ _.___j______ i I _-, ____,�-__.____,__,__ 14 15 16 17 CONSTRUCTION NOTES: ( ) CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ( ) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH 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. ( ) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER ( ) AND STORM DRAIN PLANS ( ) 8 REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 9 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 18 19 11 REMOVE AND ACE EXISTING CURB & GUTTER. 12 EXISTING CURB � TER TO REMAIN. 13 TYPICAL POP-OUT -SEE DETAIL ON SHEET 10. q TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. . F__ ; I 0I a U) �. a I - , CZ z --I---- ------ �. __". IRA -ll %j%jw . rmI 4c I � �� ; I co W i f ; --- I - I— � 1� 1 ;WI mt < 4 k -_A�,_""t_____ f__ '354 1 � 4 (=:> • .j i .f �, � � I a. I . I < Y ! T I -1 co i z ami ----t-----t----l352 FI 0 $� i IIIIIIIIIIIIIIIIIIIIII � "I I 1 .: - I .� i cot 0 I=- , ! i� i , T 11 9 i zi c .I < Q 0 ____.__'_._----L- ---J 350 1 1lw cn M a < 20 l" W I 2 . 0 5 MJ CD Z 0 NOTES: (= < IIIIIIIIIIIIIIIII, W ComIIIIIIIIIIIIIIII) 70 W mj 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. M w o it < 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER (=�d U. FIIIIIIIIIIIIII� Z co 0. I 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET, CROSS.� SECTIONS: AND I- .. 0 1 . OVER 0.50' COMPACTED O.G. TO BE COMP � - RELATIVE ' ' . a.I 0 , . DENSITY PER C.O.B. STD. ST-9. W_ __i :. IIIIIIIIIIIIII,j 9 a , I cn 1 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS � < ,..: P� - - I 1. CZ cn -1 � I PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I .1 .�, 11 I in � I � � If- I m' I � I z - I I I 11.1 "! I rn� I ' .... ! v'...lj." � ... kt% , C.I.IIIIIIIIIIIIIIII) < 0 I t;,O�,��.,, "o" -.,- I I " k "' I . ll.m. , � ", 4 *, -'. . O.;�,;ol-, ,,_�-, ,-;�,,� ,'��".' i ,, ,."",-i, .. -,, � �: �'�_'�` �, *4 .1 - ) �.C,: �'��` ,Z;:7� �,',, 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND �_ I—; , � I", C, IIII w ', V * I-— � . `��-� � I .1 *�, ,. '.. ,�,� I It �� , _ 1.r I .1 _ _ _ T, ". I . .r ., ,, .. _j . , , . . , , .. . SEWER CLEANOUT TO FINISHED GRADE. �i I ,f 0 m � i -, , _� ,,,;- ` .; 1 , ,..,� - R.,.�, , . , 1, "li 'I,- " f V� (_1 I 0 1 'Cl �,�_% .t 1. . m ,�., �. A-% 3 11 "If � . , - , , .., �-,�- - 0 , "I e,�A't'-' % , .. r__ 7 � .1 " _ ll�y, ,.e� , C'kl . %l!"i .: = , 'y " I �. I - , ,';j �j < . � . " � � I .. ,,�-�,` p 4, st, -", I i ,,'L I " _ _!, .�, _v..", , , 1-1 L_ �51 . I .� , _ 1. !". I:---- 1. " . ) � I j , --- I �.. ��; I `;'. L� . . �? � I .. , 4: .1, � �� . '�_ , I .1 � . L� v ll� _ 1�7'., - I ✓ ., . I . , I , 40, I? 1, - � !� . I I... .- I --t . I lk", � , , "I R. 1 , : �'_ X j 104 I.,; I' f�;04`,, � ".'�,�t; I ." , 11 � . I - I � 9 �. I , A. I �� .; � , . � , � - � - �, I ,�_ - I It � .." . . - �, fix} r,::: X n4 ,.`� � i t.. I . i � I I. 1� I � ;� . - I" . _,, �_' , � " � . I � I Mfr. , I , " 11 1. �L, � . . '1_� , I . I ,�. � - Z, � , "�c11.11,_1111111�.".N, I t_� I " .1, � 1, , .1 . - -IL � '? ; . ". .. ",\ �' __ I _ I 1�z � , t! 0, 1, .� .� I , , - - . , ) - e�- �, � . I. , 'o I ; '0".', ,;� , I 1,�., '.) . Z'�, ." �l . I ,,, I I � I . -- __,,-,�- " F 1�1. 1, , I � .7 l, � " . �41. Ill: � .. .? ,-.,,,Ijr � �,r�, �,,.��, �. I ,", A 0000 w ,� -, , ! ),il,,- �('e A�, .- ,..Z,. - - , �l 4000 4� , _, _.; . ...... _ i I . '_ I ITI�`� '__l__l-, "M . �11 M - 06 L...., 11 L . . . . . : I � I 'I 4 !_ � . , , , _..." "o, 0�, , p , I ^. m ! R J � _161 . -1 � ? &`04 * I ( L 1, � IkIIIIIIIIII�4"��i imG ` �l .1 .� . - I I ., I , IF 7 ll:;� , ` � , I ) " -11 i� 'IV I , I , I N, �, 0i I 1 �4 � " I �11 I I , "ol STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STA110N - R] B.C. STA. 12+19.10, 18.00LT. STA. 12+17.47, F.L. M - P.R.C. STA. 12+26.24, 15.00LT. STA. 12+25.42, F.L. [1] E.C. STA. 12+33.39, 12.00LT. STA. 12+ . 33.37, F.L. [j] B.C. STA. 13+27.34, 12.00LT. STA. 13+27.33, F.L. [fl P.R.C. STA. 13+34.49t 15.00LT. STA. 13+35.28, F.L. Q UNIT BOUNDARY STA. 11+40.649 C.L. - [7] UNIT BOUNDARY STA. 14+20.669 C.L. - . - I P.R.C. I I STA. 14+06.029 15.00RT. I I STA. 14+08.46, F.L. - I I � , I �. I pmv!!�w j I CN \I I V, -, - /--- 7`- / �r ROC 15R A. Mc /A/ To%" .C>A7-V R.c.p_. 33apxl, 6y%P, o6/30/11+ lk /1071 R5\1I orl-i . ll/.wll ___ _ 0 . r APPROVED 1 A"A;4 0 r 44 5 H.4 A/ c, e. /-V- w - J>I�_ - 13P:2-17S E-Y-P f:L;P_13111&� V_ ___e, ARA to 0) I- 0 to N.-I 0 cq co CN UD NI'll. 0) 0 °a 0 O \A W ?A LIJ CD W i,i IX = C.3 I— (/) f , I m -j- C) (-> w oz � W ul cl- LA-i v) '> LLj : I cr 6 � I I 1 14- , c:) cr) I .. pi r �, r-, < C14 C3 ----, C) , V_ . I , �l �� .. - - - - - - � I � - I . . .� 1. � I 1 A - >; I i I � I I I � I t I f I ,I I t t I— p LALJ i Lu m Lu I � � I Lr) I It � - . i I I il I ! 04 - .1 � __.�:; I I i I I f f i - I I I I I ...j I I i, I . i t ( =) I . i'. I IF " 0 1 j i L i 4� 1 i I � �il I i ,I i � 4 ui I � � I I N,) 1� bi t - 1'i 1! (D w -II, i i. - � I I f � A, . I L I ' 9 F I i � � � bi I 11, I t T - __4_____ L - � 3rilco ----4-.-----4-,---- ,-,.----,�-,:-- R - - ,-.-A-.--�.-,�-,---,.-t------4,--�,�-..-,.�:.�, ; __j .1 .1 -_ I - I cm I I 0 ! Lu I � __ I f � I , T---------4--------4--- _+ -----t---+--4- --4r-- ------4362 � - 4__ - - I l__t____4____.=_.+__ --I ____4____ (n 1 (6 M CD ? , 9 I , 1 3 U) s V_ � T X I - I . i - I i � A " I i 11. 11 !, I "I , I I t I I "I I . I I , I I � i J � .-I ,d- f I co w I .11 - - O - c; � ! It I i I I 11 Ne' (p I I 1 ,�4 �� r- � � I il 9 It t � I ui f I ` Lo 9 w o6 6 C) �l i i " ! I I R " ) j w * "I I , Lf) 4L ; f i ; I *3c 1 31 �l Q i 4 � t i ui t i ( I r � i 4 IIIIIIIIm 0 >< � k -4 1 .. .- . - . a 1 4___l___ -_ _= - I l ; . - IWT-' I i r-________i - ___A_ __ _�� . i �l co `4 1 a . (.0 �A � 'i 11 ____4__,___A * I 0 C.I 0 , l< ,� _�__ _j_ -4.- -I%- __ _____4_____ i f 4 I C_� I N� N_ 9 ___`7____l__lr___f -e+--t- I `�** ___t____ _&�- -o ---+--+----j-- - __ ' I ______l________,�_ ui uj I + , � -tf!�4-----4L---------,,�------- ---t.----- __,____,_r-- � � , + t I ,I � I . T , I � jo Ce 91 . v I k i I i " , 14- 1 $. 1 a n I ; I i I I I ` I I i . 00 m � I o6 � ,I 00 I 1 3: 1 1 -11 I I L.Li - j� I � I I '�l ,I I 9 � � I � I - - Lusi I b * (_)o - t I I . w 11 i ii I I i 'I _ � * _-Cfv. � i I �__ln_l I I � C) . y 1 -4-� igr---.*.-.----+----.---.,,-----,.--,.--,- __X;� ----r-'------7-----+--'-'---4--LLLL _-_-t___--t-_____�___ � _� . I ,I g ,___r_ : � _-I I i , i Ir- I - -4---------+----- +____ 1 1358 i " _____lfl_ll____ ,-"-- � I I t (3 cn I 2, "I", , , *� V) i , f � I ,I ` * 4 i , ' af ? � ! t ----' --'.I W.1 -'f`� .-�. ,I� _+____Q6_ , -4----- - 17 c6 III %I � i f k f-- % -S=i -0-257o 1 '; l i i S 0. 25 12 13 . LEGEND. (CONT.� Ot CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil FLOWLINE STATION -SEE TABLE NOTE: SEE CALIRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS RD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHO 6 < . 1- m 00 = '-- U. w . ? i I � 11 i � i A � i, I ) i ,I I .. ,I A I , 9 I ,I � I , I X I 1! I t i I I 14 1 t I" l ,I i 4' 1 i_ 1 1 1, !. I i f I I i I I i 4, ; �l -4 1 . I 'l-_ ----------+-------t- ----,- _ --�----+_.___t_l__ -.- , -4, - �_____+___+__-__4________ , 1, i i *1 ,� I i 14 , .-I < A ,I 1 ,I ! i f 1�. i I I :rl t � I A I I 1 , , Y i A I I I i , .. I v I .1 I l 11 11 � A i 1 i i DI n, � R I I �� i "I ; 11 � � I * I; , f i 1, I l_____ - -----i-,-,.---L---.,---� ------!---.--- -.,---,,�,------ _.___j______ i I _-, ____,�-__.____,__,__ 14 15 16 17 CONSTRUCTION NOTES: ( ) CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ( ) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH 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. ( ) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER ( ) AND STORM DRAIN PLANS ( ) 8 REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 9 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 18 19 11 REMOVE AND ACE EXISTING CURB & GUTTER. 12 EXISTING CURB � TER TO REMAIN. 13 TYPICAL POP-OUT -SEE DETAIL ON SHEET 10. q TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. . F__ ; I 0I a U) �. a I - , CZ z --I---- ------ �. __". IRA -ll %j%jw . rmI 4c I � �� ; I co W i f ; --- I - I— � 1� 1 ;WI mt < 4 k -_A�,_""t_____ f__ '354 1 � 4 (=:> • .j i .f �, � � I a. I . I < Y ! T I -1 co i z ami ----t-----t----l352 FI 0 $� i IIIIIIIIIIIIIIIIIIIIII � "I I 1 .: - I .� i cot 0 I=- , ! i� i , T 11 9 i zi c .I < Q 0 ____.__'_._----L- ---J 350 1 1lw cn M a < 20 l" W I 2 . 0 5 MJ CD Z 0 NOTES: (= < IIIIIIIIIIIIIIIII, W ComIIIIIIIIIIIIIIII) 70 W mj 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. M w o it < 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER (=�d U. FIIIIIIIIIIIIII� Z co 0. I 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET, CROSS.� SECTIONS: AND I- .. 0 1 . OVER 0.50' COMPACTED O.G. TO BE COMP � - RELATIVE ' ' . a.I 0 , . DENSITY PER C.O.B. STD. ST-9. W_ __i :. IIIIIIIIIIIIII,j 9 a , I cn 1 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS � < ,..: P� - - I 1. CZ cn -1 � I PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I .1 .�, 11 I in � I � � If- I m' I � I z - I I I 11.1 "! I rn� I ' .... ! v'...lj." � ... kt% , C.I.IIIIIIIIIIIIIIII) < 0 I t;,O�,��.,, "o" -.,- I I " k "' I . ll.m. , � ", 4 *, -'. . O.;�,;ol-, ,,_�-, ,-;�,,� ,'��".' i ,, ,."",-i, .. -,, � �: �'�_'�` �, *4 .1 - ) �.C,: �'��` ,Z;:7� �,',, 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND �_ I—; , � I", C, IIII w ', V * I-— � . `��-� � I .1 *�, ,. '.. ,�,� I It �� , _ 1.r I .1 _ _ _ T, ". I . .r ., ,, .. _j . , , . . , , .. . SEWER CLEANOUT TO FINISHED GRADE. �i I ,f 0 m � i -, , _� ,,,;- ` .; 1 , ,..,� - R.,.�, , . , 1, "li 'I,- " f V� (_1 I 0 1 'Cl �,�_% .t 1. . m ,�., �. A-% 3 11 "If � . , - , , .., �-,�- - 0 , "I e,�A't'-' % , .. r__ 7 � .1 " _ ll�y, ,.e� , C'kl . %l!"i .: = , 'y " I �. I - , ,';j �j < . � . " � � I .. ,,�-�,` p 4, st, -", I i ,,'L I " _ _!, .�, _v..", , , 1-1 L_ �51 . I .� , _ 1. !". I:---- 1. " . ) � I j , --- I �.. ��; I `;'. L� . . �? � I .. , 4: .1, � �� . '�_ , I .1 � . L� v ll� _ 1�7'., - I ✓ ., . I . , I , 40, I? 1, - � !� . I I... .- I --t . 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I pmv!!�w j I CN \I I V, -, - /--- 7`- / �r ROC 15R A. Mc /A/ To%" .C>A7-V R.c.p_. 33apxl, 6y%P, o6/30/11+ lk /1071 R5\1I orl-i . ll/.wll ___ _ 0 . r APPROVED 1 A"A;4 0 r 44 5 H.4 A/ c, e. /-V- w - J>I�_ - 13P:2-17S E-Y-P f:L;P_13111&� V_ ___e, ARA to 0) I- 0 to N.-I 0 cq co CN UD NI'll. 0) 0 °a 0 O \A W ?A LIJ CD W i,i IX = C.3 I— (/) f , I m -j- C) (-> w oz � W ul cl- LA-i v) '> LLj : I cr 6 � I I 1 14- , c:) cr) I .. pi r �, r-, < C14 C3 ----, C) , V_ . I , �l �� .. - - - - - - � I � - I . . .� 1. � I 1 A - >; I i I � I I I � I t I f I ,I I t t I— p LALJ i Lu m Lu I � � I Lr) I It � - . i I I il I ! 04 - .1 � __.�:; I I i I I f f i - I I I I I ...j I I i, I . i t ( =) I . i'. I IF " 0 1 j i L i 4� 1 i I � �il I i ,I i � 4 ui I � � I I N,) 1� bi t - 1'i 1! (D w -II, i i. - � I I f � A, . I L I ' 9 F I i � � � bi I 11, I t T - __4_____ L - � 3rilco ----4-.-----4-,---- ,-,.----,�-,:-- R - - ,-.-A-.--�.-,�-,---,.-t------4,--�,�-..-,.�:.�, ; __j .1 .1 -_ I - I cm I I 0 ! Lu I � __ I f � I , T---------4--------4--- _+ -----t---+--4- --4r-- ------4362 � - 4__ - - I l__t____4____.=_.+__ --I ____4____ (n 1 (6 M CD ? , 9 I , 1 3 U) s V_ � T X I - I . i - I i � A " I i 11. 11 !, I "I , I I t I I "I I . I I , I I � i J � .-I ,d- f I co w I .11 - - O - c; � ! It I i I I 11 Ne' (p I I 1 ,�4 �� r- � � I il 9 It t � I ui f I ` Lo 9 w o6 6 C) �l i i " ! I I R " ) j w * "I I , Lf) 4L ; f i ; I *3c 1 31 �l Q i 4 � t i ui t i ( I r � i 4 IIIIIIIIm 0 >< � k -4 1 .. .- . - . a 1 4___l___ -_ _= - I l ; . - IWT-' I i r-________i - ___A_ __ _�� . i �l co `4 1 a . (.0 �A � 'i 11 ____4__,___A * I 0 C.I 0 , l< ,� _�__ _j_ -4.- -I%- __ _____4_____ i f 4 I C_� I N� N_ 9 ___`7____l__lr___f -e+--t- I `�** ___t____ _&�- -o ---+--+----j-- - __ ' I ______l________,�_ ui uj I + , � -tf!�4-----4L---------,,�------- ---t.----- __,____,_r-- � � , + t I ,I � I . T , I � jo Ce 91 . v I k i I i " , 14- 1 $. 1 a n I ; I i I I I ` I I i . 00 m � I o6 � ,I 00 I 1 3: 1 1 -11 I I L.Li - j� I � I I '�l ,I I 9 � � I � I - - Lusi I b * (_)o - t I I . w 11 i ii I I i 'I _ � * _-Cfv. � i I �__ln_l I I � C) . y 1 -4-� igr---.*.-.----+----.---.,,-----,.--,.--,- __X;� ----r-'------7-----+--'-'---4--LLLL _-_-t___--t-_____�___ � _� . I ,I g ,___r_ : � _-I I i , i Ir- I - -4---------+----- +____ 1 1358 i " _____lfl_ll____ ,-"-- � I I t (3 cn I 2, "I", , , *� V) i , f � I ,I ` * 4 i , ' af ? � ! t ----' --'.I W.1 -'f`� .-�. ,I� _+____Q6_ , -4----- - 17 c6 III %I � i f k f-- % -S=i -0-257o 1 '; l i i S 0. 25 12 13 . LEGEND. (CONT.� Ot CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil FLOWLINE STATION -SEE TABLE NOTE: SEE CALIRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS RD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHO 6 < . 1- m 00 = '-- U. w . ? i I � 11 i � i A � i, I ) i ,I I .. ,I A I , 9 I ,I � I , I X I 1! I t i I I 14 1 t I" l ,I i 4' 1 i_ 1 1 1, !. I i f I I i I I i 4, ; �l -4 1 . I 'l-_ ----------+-------t- ----,- _ --�----+_.___t_l__ -.- , -4, - �_____+___+__-__4________ , 1, i i *1 ,� I i 14 , .-I < A ,I 1 ,I ! i f 1�. i I I :rl t � I A I I 1 , , Y i A I I I i , .. I v I .1 I l 11 11 � A i 1 i i DI n, � R I I �� i "I ; 11 � � I * I; , f i 1, I l_____ - -----i-,-,.---L---.,---� ------!---.--- -.,---,,�,------ _.___j______ i I _-, ____,�-__.____,__,__ 14 15 16 17 CONSTRUCTION NOTES: ( ) CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ( ) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH 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. ( ) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER ( ) AND STORM DRAIN PLANS ( ) 8 REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 9 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 18 19 11 REMOVE AND ACE EXISTING CURB & GUTTER. 12 EXISTING CURB � TER TO REMAIN. 13 TYPICAL POP-OUT -SEE DETAIL ON SHEET 10. q TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. . F__ ; I 0I a U) �. a I - , CZ z --I---- ------ �. __". IRA -ll %j%jw . rmI 4c I � �� ; I co W i f ; --- I - I— � 1� 1 ;WI mt < 4 k -_A�,_""t_____ f__ '354 1 � 4 (=:> • .j i .f �, � � I a. I . I < Y ! T I -1 co i z ami ----t-----t----l352 FI 0 $� i IIIIIIIIIIIIIIIIIIIIII � "I I 1 .: - I .� i cot 0 I=- , ! i� i , T 11 9 i zi c .I < Q 0 ____.__'_._----L- ---J 350 1 1lw cn M a < 20 l" W I 2 . 0 5 MJ CD Z 0 NOTES: (= < IIIIIIIIIIIIIIIII, W ComIIIIIIIIIIIIIIII) 70 W mj 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. M w o it < 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER (=�d U. FIIIIIIIIIIIIII� Z co 0. I 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET, CROSS.� SECTIONS: AND I- .. 0 1 . OVER 0.50' COMPACTED O.G. TO BE COMP � - RELATIVE ' ' . a.I 0 , . DENSITY PER C.O.B. STD. ST-9. W_ __i :. IIIIIIIIIIIIII,j 9 a , I cn 1 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS � < ,..: P� - - I 1. CZ cn -1 � I PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I .1 .�, 11 I in � I � � If- I m' I � I z - I I I 11.1 "! I rn� I ' .... ! v'...lj." � ... kt% , C.I.IIIIIIIIIIIIIIII) < 0 I t;,O�,��.,, "o" -.,- I I " k "' I . ll.m. , � ", 4 *, -'. . O.;�,;ol-, ,,_�-, ,-;�,,� ,'��".' i ,, ,."",-i, .. -,, � �: �'�_'�` �, *4 .1 - ) �.C,: �'��` ,Z;:7� �,',, 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND �_ I—; , � I", C, IIII w ', V * I-— � . `��-� � I .1 *�, ,. '.. ,�,� I It �� , _ 1.r I .1 _ _ _ T, ". I . .r ., ,, .. _j . , , . . , , .. . SEWER CLEANOUT TO FINISHED GRADE. �i I ,f 0 m � i -, , _� ,,,;- ` .; 1 , ,..,� - R.,.�, , . , 1, "li 'I,- " f V� (_1 I 0 1 'Cl �,�_% .t 1. . m ,�., �. A-% 3 11 "If � . , - , , .., �-,�- - 0 , "I e,�A't'-' % , .. r__ 7 � .1 " _ ll�y, ,.e� , C'kl . %l!"i .: = , 'y " I �. I - , ,';j �j < . � . " � � I .. ,,�-�,` p 4, st, -", I i ,,'L I " _ _!, .�, _v..", , , 1-1 L_ �51 . I .� , _ 1. !". I:---- 1. " . ) � I j , --- I �.. ��; I `;'. L� . . �? � I .. , 4: .1, � �� . '�_ , I .1 � . L� v ll� _ 1�7'., - I ✓ ., . I . , I , 40, I? 1, - � !� . I I... .- I --t . 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R J � _161 . -1 � ? &`04 * I ( L 1, � IkIIIIIIIIII�4"��i imG ` �l .1 .� . - I I ., I , IF 7 ll:;� , ` � , I ) " -11 i� 'IV I , I , I N, �, 0i I 1 �4 � " I �11 I I , "ol . w . < In IM C) I - w � a 4 V) Z -:> O \A W ?A LIJ CD W i,i IX = C.3 I— (/) f , I m -j- C) (-> w oz � W ul cl- LA-i v) '> LLj : I cr 6 � I I 1 14- , c:) cr) I .. pi r �, r-, < C14 C3 ----, C) , V_ . I , �l �� .. - - - - - - � I � - I . . .� 1. � I 1 A - >; I i I � I I I � I t I f I ,I I t t I— p LALJ i Lu m Lu I � � I Lr) I It � - . i I I il I ! 04 - .1 � __.�:; I I i I I f f i - I I I I I ...j I I i, I . i t ( =) I . i'. I IF " 0 1 j i L i 4� 1 i I � �il I i ,I i � 4 ui I � � I I N,) 1� bi t - 1'i 1! (D w -II, i i. - � I I f � A, . I L I ' 9 F I i � � � bi I 11, I t T - __4_____ L - � 3rilco ----4-.-----4-,---- ,-,.----,�-,:-- R - - ,-.-A-.--�.-,�-,---,.-t------4,--�,�-..-,.�:.�, ; __j .1 .1 -_ I - I cm I I 0 ! 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T , I � jo Ce 91 . v I k i I i " , 14- 1 $. 1 a n I ; I i I I I ` I I i . 00 m � I o6 � ,I 00 I 1 3: 1 1 -11 I I L.Li - j� I � I I '�l ,I I 9 � � I � I - - Lusi I b * (_)o - t I I . w 11 i ii I I i 'I _ � * _-Cfv. � i I �__ln_l I I � C) . y 1 -4-� igr---.*.-.----+----.---.,,-----,.--,.--,- __X;� ----r-'------7-----+--'-'---4--LLLL _-_-t___--t-_____�___ � _� . I ,I g ,___r_ : � _-I I i , i Ir- I - -4---------+----- +____ 1 1358 i " _____lfl_ll____ ,-"-- � I I t (3 cn I 2, "I", , , *� V) i , f � I ,I ` * 4 i , ' af ? � ! t ----' --'.I W.1 -'f`� .-�. ,I� _+____Q6_ , -4----- - 17 c6 III %I � i f k f-- % -S=i -0-257o 1 '; l i i S 0. 25 12 13 . LEGEND. (CONT.� Ot CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil FLOWLINE STATION -SEE TABLE NOTE: SEE CALIRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS RD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHO 6 < . 1- m 00 = '-- U. w . ? i I � 11 i � i A � i, I ) i ,I I .. ,I A I , 9 I ,I � I , I X I 1! I t i I I 14 1 t I" l ,I i 4' 1 i_ 1 1 1, !. I i f I I i I I i 4, ; �l -4 1 . I 'l-_ ----------+-------t- ----,- _ --�----+_.___t_l__ -.- , -4, - �_____+___+__-__4________ , 1, i i *1 ,� I i 14 , .-I < A ,I 1 ,I ! i f 1�. i I I :rl t � I A I I 1 , , Y i A I I I i , .. I v I .1 I l 11 11 � A i 1 i i DI n, � R I I �� i "I ; 11 � � I * I; , f i 1, I l_____ - -----i-,-,.---L---.,---� ------!---.--- -.,---,,�,------ _.___j______ i I _-, ____,�-__.____,__,__ 14 15 16 17 CONSTRUCTION NOTES: ( ) CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ( ) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH 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. ( ) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER ( ) AND STORM DRAIN PLANS ( ) 8 REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 9 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 18 19 11 REMOVE AND ACE EXISTING CURB & GUTTER. 12 EXISTING CURB � TER TO REMAIN. 13 TYPICAL POP-OUT -SEE DETAIL ON SHEET 10. q TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. . F__ ; I 0I a U) �. a I - , CZ z --I---- ------ �. __". IRA -ll %j%jw . rmI 4c I � �� ; I co W i f ; --- I - I— � 1� 1 ;WI mt < 4 k -_A�,_""t_____ f__ '354 1 � 4 (=:> • .j i .f �, � � I a. I . I < Y ! T I -1 co i z ami ----t-----t----l352 FI 0 $� i IIIIIIIIIIIIIIIIIIIIII � "I I 1 .: - I .� i cot 0 I=- , ! i� i , T 11 9 i zi c .I < Q 0 ____.__'_._----L- ---J 350 1 1lw cn M a < 20 l" W I 2 . 0 5 MJ CD Z 0 NOTES: (= < IIIIIIIIIIIIIIIII, W ComIIIIIIIIIIIIIIII) 70 W mj 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. M w o it < 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER (=�d U. FIIIIIIIIIIIIII� Z co 0. I 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET, CROSS.� SECTIONS: AND I- .. 0 1 . OVER 0.50' COMPACTED O.G. TO BE COMP � - RELATIVE ' ' . a.I 0 , . DENSITY PER C.O.B. STD. ST-9. W_ __i :. IIIIIIIIIIIIII,j 9 a , I cn 1 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS � < ,..: P� - - I 1. CZ cn -1 � I PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I .1 .�, 11 I in � I � � If- I m' I � I z - I I I 11.1 "! I rn� I ' .... ! v'...lj." � ... kt% , C.I.IIIIIIIIIIIIIIII) < 0 I t;,O�,��.,, "o" -.,- I I " k "' I . ll.m. , � ", 4 *, -'. . O.;�,;ol-, ,,_�-, ,-;�,,� ,'��".' i ,, ,."",-i, .. -,, � �: �'�_'�` �, *4 .1 - ) �.C,: �'��` ,Z;:7� �,',, 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND �_ I—; , � I", C, IIII w ', V * I-— � . `��-� � I .1 *�, ,. '.. ,�,� I It �� , _ 1.r I .1 _ _ _ T, ". I . .r ., ,, .. _j . , , . . , , .. . SEWER CLEANOUT TO FINISHED GRADE. �i I ,f 0 m � i -, , _� ,,,;- ` .; 1 , ,..,� - R.,.�, , . , 1, "li 'I,- " f V� (_1 I 0 1 'Cl �,�_% .t 1. . m ,�., �. A-% 3 11 "If � . , - , , .., �-,�- - 0 , "I e,�A't'-' % , .. r__ 7 � .1 " _ ll�y, ,.e� , C'kl . %l!"i .: = , 'y " I �. I - , ,';j �j < . � . " � � I .. ,,�-�,` p 4, st, -", I i ,,'L I " _ _!, .�, _v..", , , 1-1 L_ �51 . I .� , _ 1. !". I:---- 1. " . ) � I j , --- I �.. ��; I `;'. L� . . �? � I .. , 4: .1, � �� . '�_ , I .1 � . L� v ll� _ 1�7'., - I ✓ ., . I . , I , 40, I? 1, - � !� . I I... .- I --t . I lk", � , , "I R. 1 , : �'_ X j 104 I.,; I' f�;04`,, � ".'�,�t; I ." , 11 � . I - I � 9 �. I , A. I �� .; � , . � , � - � - �, I ,�_ - I It � .." . . - �, fix} r,::: X n4 ,.`� � i t.. I . i � I I. 1� I � ;� . - I" . _,, �_' , � " � . I � I Mfr. , I , " 11 1. �L, � . . '1_� , I . I ,�. � - Z, � , "�c11.11,_1111111�.".N, I t_� I " .1, � 1, , .1 . - -IL � '? ; . ". .. ",\ �' __ I _ I 1�z � , t! 0, 1, .� .� I , , - - . , ) - e�- �, � . I. , 'o I ; '0".', ,;� , I 1,�., '.) . Z'�, ." �l . I ,,, I I � I . -- __,,-,�- " F 1�1. 1, , I � .7 l, � " . �41. Ill: � .. .? ,-.,,,Ijr � �,r�, �,,.��, �. I ,", A 0000 w ,� -, , ! ),il,,- �('e A�, .- ,..Z,. - - , �l 4000 4� , _, _.; . ...... _ i I . '_ I ITI�`� '__l__l-, "M . �11 M - 06 L...., 11 L . . . . . : I � I 'I 4 !_ � . , , , _..." "o, 0�, , p , I ^. m ! R J � _161 . -1 � ? &`04 * I ( L 1, � IkIIIIIIIIII�4"��i imG ` �l .1 .� . - I I ., I , IF 7 ll:;� , ` � , I ) " -11 i� 'IV I , I , I N, �, 0i I 1 �4 � " I �11 I I , "ol � I � - I . . .� 1. � I 1 A - >; I i I � I I I � I t I f I ,I I t t I— p LALJ i Lu m Lu I � � I Lr) I It � - . i I I il I ! 04 - .1 � __.�:; I I i I I f f i - I I I I I ...j I I i, I . i t ( =) I . i'. I IF " 0 1 j i L i 4� 1 i I � �il I i ,I i � 4 ui I � � I I N,) 1� bi t - 1'i 1! (D w -II, i i. - � I I f � A, . I L I ' 9 F I i � � � bi I 11, I t T - __4_____ L - � 3rilco ----4-.-----4-,---- ,-,.----,�-,:-- R - - ,-.-A-.--�.-,�-,---,.-t------4,--�,�-..-,.�:.�, ; __j .1 .1 -_ I - I cm I I 0 ! Lu I � __ I f � I , T---------4--------4--- _+ -----t---+--4- --4r-- ------4362 � - 4__ - - I l__t____4____.=_.+__ --I ____4____ (n 1 (6 M CD ? , 9 I , 1 3 U) s V_ � T X I - I . i - I i � A " I i 11. 11 !, I "I , I I t I I "I I . I I , I I � i J � .-I ,d- f I co w I .11 - - O - c; � ! It I i I I 11 Ne' (p I I 1 ,�4 �� r- � � I il 9 It t � I ui f I ` Lo 9 w o6 6 C) �l i i " ! I I R " ) j w * "I I , Lf) 4L ; f i ; I *3c 1 31 �l Q i 4 � t i ui t i ( I r � i 4 IIIIIIIIm 0 >< � k -4 1 .. .- . - . a 1 4___l___ -_ _= - I l ; . - IWT-' I i r-________i - ___A_ __ _�� . i �l co `4 1 a . (.0 �A � 'i 11 ____4__,___A * I 0 C.I 0 , l< ,� _�__ _j_ -4.- -I%- __ _____4_____ i f 4 I C_� I N� N_ 9 ___`7____l__lr___f -e+--t- I `�** ___t____ _&�- -o ---+--+----j-- - __ ' I ______l________,�_ ui uj I + , � -tf!�4-----4L---------,,�------- ---t.----- __,____,_r-- � � , + t I ,I � I . T , I � jo Ce 91 . v I k i I i " , 14- 1 $. 1 a n I ; I i I I I ` I I i . 00 m � I o6 � ,I 00 I 1 3: 1 1 -11 I I L.Li - j� I � I I '�l ,I I 9 � � I � I - - Lusi I b * (_)o - t I I . w 11 i ii I I i 'I _ � * _-Cfv. � i I �__ln_l I I � C) . y 1 -4-� igr---.*.-.----+----.---.,,-----,.--,.--,- __X;� ----r-'------7-----+--'-'---4--LLLL _-_-t___--t-_____�___ � _� . I ,I g ,___r_ : � _-I I i , i Ir- I - -4---------+----- +____ 1 1358 i " _____lfl_ll____ ,-"-- � I I t (3 cn I 2, "I", , , *� V) i , f � I ,I ` * 4 i , ' af ? � ! t ----' --'.I W.1 -'f`� .-�. ,I� _+____Q6_ , -4----- - 17 c6 III %I � i f k f-- % -S=i -0-257o 1 '; l i i S 0. 25 12 13 . LEGEND. (CONT.� Ot CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil FLOWLINE STATION -SEE TABLE NOTE: SEE CALIRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS RD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHO 6 < . 1- m 00 = '-- U. w . ? i I � 11 i � i A � i, I ) i ,I I .. ,I A I , 9 I ,I � I , I X I 1! I t i I I 14 1 t I" l ,I i 4' 1 i_ 1 1 1, !. I i f I I i I I i 4, ; �l -4 1 . I 'l-_ ----------+-------t- ----,- _ --�----+_.___t_l__ -.- , -4, - �_____+___+__-__4________ , 1, i i *1 ,� I i 14 , .-I < A ,I 1 ,I ! i f 1�. i I I :rl t � I A I I 1 , , Y i A I I I i , .. I v I .1 I l 11 11 � A i 1 i i DI n, � R I I �� i "I ; 11 � � I * I; , f i 1, I l_____ - -----i-,-,.---L---.,---� ------!---.--- -.,---,,�,------ _.___j______ i I _-, ____,�-__.____,__,__ 14 15 16 17 CONSTRUCTION NOTES: ( ) CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ( ) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH 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. ( ) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER ( ) AND STORM DRAIN PLANS ( ) 8 REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 9 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 18 19 11 REMOVE AND ACE EXISTING CURB & GUTTER. 12 EXISTING CURB � TER TO REMAIN. 13 TYPICAL POP-OUT -SEE DETAIL ON SHEET 10. q TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. . F__ ; I 0I a U) �. a I - , CZ z --I---- ------ �. __". IRA -ll %j%jw . rmI 4c I � �� ; I co W i f ; --- I - I— � 1� 1 ;WI mt < 4 k -_A�,_""t_____ f__ '354 1 � 4 (=:> • .j i .f �, � � I a. I . I < Y ! 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T -1. _� FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -ED- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ms,�._ °:. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) LEGEND (QON Y . R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: --0 "R1 -1" -STOP "R6 -1" -ONE WAY "55 -2" -END SCHOOL ZONE DELTA "R5 -1" - DO NOT ENTER �W31(CA)" -END 78.00' "R26(CA)" - NO PARKING "� 4 -1 " -DEAD END 133.19' "R3 -5R" -RIGHT TURN ONLY 4 -? " NO OUTLET „� "R4 -7" -KEEP RIGHT -7" -DOUBLE ARROW 10.95' "W1 "R81(CA)" - BIKE LANE W1 -6 - SINGLE ARROW 16'57'27" "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW -- - o NEW STORM DRAIN LINE -REFER TO SEINER ri AND STORM DRAIN PLANS "A" . (a) CONSTRUCT CATCH BASIN TYPE 8.09' PER PER C.O.B. STD. D -14. 1�1 CATCH BASIN - D EXISTING STORM DRAIN LINE --�--- - S EXISTING SEWER LINE OD EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE oc EXISTING SEWER CLEANOUT """� m. m m �"r■"� m m ...� TRACT BOUNDARY " ' � � ■"�" � � " - PHASE BOUNDARY LEGEND, (CONY.) O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil 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. SEC110N DESIGNATION: SECTION LETTER L_ - - - - - - SHEET WHERE SEC110N IS SHO CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 2O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � Q CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. O ir4 .' _ 0'_'_T�./�x I't 1, f. : " ___'F�'' . '� . 1� i OPOSEI7 SIDEWALK PROPOSED CURB AND GUTTER OPOSED SIDEWALK PROPOSED CURB AND GU T TEfi' �Ll W Z W W 3 � I O �` VARIES 1.5.x' VARIES 1.5�' �` TO 3.5% I TO 3.5% A. C. PA V11 VU--" BASE PROPOSED CURB- COMPACTED SUBGRADE AND GUTTER SECTION SCALE:1 ° =10' STREET SECTION (PRIVATE STREET) O � �p VARIES 1.5� VARIES 1.5�' �`' TO .x.5.0' TO 3.5�" A. C. PA ViNG AGG. BASE PROPOSED CURB- AND SUBGRADE AND GUTTER SECTI SCALE:1 " =10' 14 STREET SECTION (PRIVATE STREET) R/W , 12' I VARIES i - CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 10 78.00' 162.40' 133.19' 119'17'25" 37.00' 10.95' 5.52' 16'57'27" 3� 518.00' 10.26' 5.13' 01'08'04" . (a) 10.00' 8.09' 4.28' 46.22'23" 5� 10.00' 7.82' 4.12' 44'47'02" a 512.00' 15.00' 7.50' 01'40'43" 7� 10.00' 7.85' 4.14' 44'58151" 8 10.00' 7.99' 4.22' 45`46922" 9 10.00' 7.95' 4.20' 45'34'23" @ , 25.00' 39.09' 24.82' 89'34'51" n1l 25.00' 39.45' 25.18' 90. 25'09" 25.00' 39.09' 24.82' 89'34'51" �1,� 55.00' 81.81' 50.60' 85'13'30" 1 37,00' 55.04' 34.04' 85'13130" 500.00' 45.33' 22.68' 05.11939" 1 482.00' 16.70' 8.35' 01'59'05" 2.00' 27.00' 13.50' 03'12134" 1 S �E S� �.4 t�rh�'E 5`�?EET P� �2 ,5?N SU�3S�"�!N T�,t_ Gil �o/zNtA+JC� amore 7�T 6y�l -$ - UArrt6 g, /0 y // . 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. q3 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN � 5 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 4.5 0 1 I LANDSCAPE AEA 29 X. 4: f PROPOSED �- SIDEWALK ' R/W a I2 I VARIES i 4.5 I LANDSCAPE Af�EA I2% MIN. �%1 �N MA.�C. PROPOSED -- SIDEWALK L 1 � LANDSCAPE I AREA MIN. MAX. 4: 1 PA 70' i LANDSCAPE I AREA MINe 2�'' MAX A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION �i ] P.C.C. STA. 11+31.58, 18.00LT. STA. 11+31.94, F.L. ® P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03, F.L. 3 UNIT BOUNDARY STA. 11+39.00s 14.56LT. STA. 11 +40.59v F.L. • Fj] P.R.C. STA. 11 +45.459 12.00LT. STA. 11 +47.$59 F.L. 5� P.R.C. STA. 11 +60.10, 12.00LT. STA. 11+62.859 F.L. Q P.R.C. STA. 11 +66.96, 14.98LT. STA. 11 +70.70, F.L. 7 P.R.C. STA. 14 +12.28 15.00LT. STA. 14+17.65, . , L Q E.C. STA. 14 +19.42, 12.00LT. STA. 14 +25.60, F.L. B.C. STA. 14 +34.429 12.00LT. STA. 14 +40.609 F.L. [!g P.R.C. STA. 14 +41.569 15.00LT. A. 14 +48.55, F.L. 11 P.R.C. STA. 16+87.28i 15.00LT. STA. 16 +95.889 Fn 5; C) ��2 p E.C. STA. 16 +94.42, 12.00LT. STA. 17 +03.83, F.L. Iq B.C. STA. 17 +09.42. 12.00LT. STA. 17+18.839 F F.L. g' ,. P.R.C. STA. 17 +16.56, 15.00LT. STA. 17 +26.789 F.L. [!g P.R.C. STA. 12 +26.609 15.00RT. STA. 12+25.78, a 1� E.C. STA, 12 +33.749 12.00RT. STA. 12 +33.73, F.L. B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73, F.L. [!I P.R.C. STA. 13 +34.65, 15.00RT. STA. 13+35.689 f 1[I P.R.C. STA. 14 +06.159 15.00RT. STA. 14 +08.799 F.L. 2[] E.C. STA. 14 +13,299 12.00RT. STA. 14 +16.749 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74, F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.691 F,L. P.R.C. STA. 15 +Ofi.61, 15.00RT. STA, 15 +12.49, F.L. STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. 2� B.C. STA. 16 +07.759 12.00RT. STA. 16 +14.449 F.L. A P.R.C. STA. 16 +14.909 15.00RT. STA. 16 +22.39, F.L. P.R.C. 16 +86.259 15.00RT. STA. 16 +95.36, F.L. E.C. STA. 399 12.00RT. STA, 17 +03.319 F.L. B.C. STA. 17 +0 . .00RT." STA. 17 +18,31, F.L. Pq P.R.C. STA. 17 +15.539 i - STA. 17 +26.269 F.L. 31 P.R.C. STA. 17 +86.629 15.00 R , STA. 17 +98.969 F.L. [N E.C. STA, 17 +93.769 12.00RT. 1$ +06.919 F.L. 3L� UNIT BOUNDARY STA, 11 +39.00, C.L. - UNIT BOUNDARY STA. 17 +00.89, C.L. - 4: 1 NOTES:^ BRICK AREAS PACIFIC CLAY BEAR PATH PAVER: 600 RED FLASHED 30� BURGUNDY 109 DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH NOTE S: 1. SEE SEWER PLANS 1=0R SEWER LINE, STORM DRAIN LINE AND DETAILS. 2• LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "D" A.C. OVER 0.40 AGG. BASE SHORN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C. 0. 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 ,LS��}� "� � y� In __j 52 � SEWER CLEANOUT TO FINISHED GRADE. j �.�7�h, f �� '�� 4 J ti z Z V) 0 z� Q i� Y- z i P y V o�. oa . Q O O O F.L. F 4: 1 NOTES:^ BRICK AREAS PACIFIC CLAY BEAR PATH PAVER: 600 RED FLASHED 30� BURGUNDY 109 DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH NOTE S: 1. SEE SEWER PLANS 1=0R SEWER LINE, STORM DRAIN LINE AND DETAILS. 2• LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "D" A.C. OVER 0.40 AGG. BASE SHORN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C. 0. 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 ,LS��}� "� � y� In __j 52 � SEWER CLEANOUT TO FINISHED GRADE. j �.�7�h, f �� '�� 4 J ti z Z V) 0 z� Q i� Y- z i P y V o�. oa . Q O O O EX. 3TR0M DRAIN EASEMENT PER D0C 820 Ui Rx"m UC5 cncr V" CONS7RUMM KM ) Li- UW 8 �_ a-to ww z F_: F_: t-� �_: __j 1'oi x< I _j __j _j 71' 2 1 C3 C) C0N�TRU�T N[� CD N / AC PANNG PER NOTE '�| I - z - - . I - 5 1 - I U LL. LLJ V)Miz) Li- u: rjLz '.* 0 Lz U: du: I.' L.L:1 u: 0 m c) Ul-.$ I U-) wi I, Ld U5 ud wi I vi z - - f ui r,.A,.-, - - >_ - - LL_ � U- CjLz [.,I LZ & -d- -4- C> 10- -4- 4 u I vi V) F%_ C) 2p up jr CqLd ui - -1 - r'.: cri cr�l i >_ --� 3 Md- = - cr� � � ��' nx� �� |L� �� ,� . m - > -' k� ��| s: ^� N �� ,^! �� i �= .ci m - - �� _�� = ( ~� i / I i - ( PA : i [�/ | �� I p I b., I I . | / \ � ^� L^ ! \ EX �� |`� m _ | \ \ | �� --~� | \ ��N( �u� Ir U-) Ir 9 ix I 0 %_o (D C> 0 C> . �_ . W4 4 4 360 1 356 1 354: I 4 352 350. a 348 11_ I . I EX. STORM DRAIN MANHOLE DRAIN PLAN FOR DETAIL ON THIS MANHOLE 11 11 � m �� __j _ CD I __j ' uN,rT ~� �� K� 8 Ir- x v, �� . I ' -i } -�! _j ad-.;F -1 - LLj co m I c� / C-4 < r- C3 01; IV- V.- %-J . . < C_� f--: >_ Lo >_ %- - Lj L0 0-j CN . . >- 4 >_ 4 LLJ 4 Lo < f'l,-- 00 -4z "a C),-- "t 00 to C6 ��i�� L�^� �L� ��^� ^�/ �L�~/ �L� °// 0Le A Ln ? V) (=01u) En U) V) t uj En En (-.-3jlv) V) V) .� Lij (3 wz .' 4 uj m CD "^ cx ~� Er �� + �� 4- ~" w CN _-�� xw[ � 44, ^� "- ^ce ~e �� [� �� I \ \ / I | p/L _ I— ----.--. "-.--- , 's L' z 1 ,P�4 = .1 - " - .-mm 11 I - - NJ= __, __,__, ' "':��l I __ I _ �A k-';"- '-22+0O,- k _ - -1.11-1-- " - ---__'_'-- . , k - - _______'_ I ", ; _ r . --" I I? I _ - L�T - 20+OG - -'--'__' _,_ '7 ".'___'___'__ c 9 -,X= -:=_- - - ' 0 " i VIV + O_'____ ----,23+ - I .----- . .-.------- - > 9 ==- I " . . . . . . _=4 __'. _1'____ if-E - - . - _i _;,., - , '-, _-__11L ___1_____ ___ _ to 4z'_--' '_'7'�' ___ i �.," 1' ; --- D ' - , T--. , I ----- - --- I---- - - - I - _ - ' "_ -.1--i, ___.'."._________t_ - __ - __ ---=I-= !77__._ L , t ' L , _'__ - _ _ _1_1 / - . -,;' _ _ I L I - =2-8U1-=, -- --, _- - '_ -.-=I.-- / " 4- __ ; lk __3 .' ____\_+ ' I =N0n5!21,!E--+--- j;--___-____"'_ - - cl ____ 13 1 ir. __ v '41 " I- - 'I------"-----. - I (D� Lo v'__1 (8) , & 1. -9- ';;71 - - 1. T .'/ 'N." J . .. - I -_ - - i /I - - ro '@ i I I A - f / - --- _ - -- - i @� "; ' I 4 (§ I 0- " . '111*41 rq%6- 1 - / I / 11. . ! 3 s '. i' I 9 / ' I . � t & A if'L-, i I 00 , -- , -ji . __j IP '_. - 1 3: I " 15%4 ,. If 11 C4 11 . 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Is 5 1. 18 19 co I LEGE.N.D*- zuBzEVIA FL rL0vLINE p0VC p0�TDN V�RT��L CURVE CL CENTERLINE BVC BEQN VERT�AL �URVE [LEV ELEVATION EVC END V�RT�AL CURVZ BCR B[�N �URB RETURN p1 POINT OF INTERSECTION BC BEGIN CURVE pCC P0NTDF C0WP0UND CURV�TURE EC END CURVE TC T0P OF �URR p|vC p0wT OF INTERSECTION TP T0P 0F P�VE�ENT OF VERTICAL CURVE FC Fiw|3H CONCRETE P.0.C. POINT ON CURVE T.O.M. TOP OF MANHOLE P/L pROPEnTY L|wE R/W RIGHT-OF-WAY E. P. EDGE OF PAVEMENT S.D.W. STORM DR/UN MANHOLE EX. EXISTING C/C CURB AND �UTTEN @) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. �� EXISTING SURVEY MONUMENT l -�- FURNISH & INSTALL STREET 3|QN PER C.O.B. STD. T-1. -�- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -C»- FURNISH & INSTALL STREET L|GHT-5800 LUMEN PER C.O.B. STANDARD OR APPR0vED EQUAL. -e3) - FURNISH & INSTALL STREET L|CHT-9500 LUMEN PER C.O.B. STD. 8T-14. __ ��- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 1�� CONSTRUCT 18" BOTTOM WIDTH DRIVEWAY W/J' VNN03 PER C.D.B. STD. 3T-4. (UNLESS OTHERWISE NOTED) 20 21 22 r Tj, LEG (QON * R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -0- �v-1^ - STOP "'S5-2" - END SCHOOL ZONE 'nU-1 - ONE �AY ^R5-1^ - DO NOT ENTER ( - END ~ R20¢A)^ - NO PARKING , - ~R3-�^ - RIGHT 0� �� ,�4-� - N0 OUTLET ~ W1-7 DOUBLE ARROW R4-7^ - KEEP RIGHT , - , - ^RO1(ox> - 0K[ LAN[ ,NM-O, - SINGLE ARROW ~NO-J~ - SIGNAL AHEAD V�-1 - CURVE ARROW ----'---------o-------- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS m�w TYPE ^ � ^ ,=-=� C0wSTRU�T CATCH 8 PER C.O.B. STD. D-14. =��=" EXISTING CATCH BASIN ----- --------o----'---- EXISTING STORM DRAIN UN[ ---- ---------s--------' EXISTING SEWER LINE �� EXISTING TORM DRAIN MANHOLE �� EXISTING SEWER MANHOLE �� EXISTING SEWER CL[ANDUT �� 0 a��= w ��= m �� TRACT BOUNDARY 23 24 LEGEND (CONT*), (l) CURVE NUMBER FOR CURVE DESCRIPTION `_~ 4) ITEM OF WORK - 3E[ SCHEDULE Fl FL0WLINE STATION - SE[ TABLE nm/u SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT �PAVE�[NT MARKINGS T0 BE THERMOPLASTIC PAINT P[R CALTRmV3 3TANDARD SPECIFICATION PT*-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER N� � �_-____-- snccT wmsnc sccnmu IS snowN--~ - 25 � C, *si Jill I / If 11 Lr) :2 uj 00 16 I— DELTA 1 ' * uju_m .1 w cd , Cj LL: -_� __j . Cr k_j -< . . I LL) 0 L.z -j CC I _j _j _jj -r I ,-- (D LL: 1, u: Lz LL: < U- LZ m 0 C3 L': de- Lj_ LA-; lt6 2 C�! C%4 C%p k -4 1�- < ' . ^� r- 04 'It Ld .Z.z c5";tr (01 w - - / u� amm Lij + + - %_-j r., cr) --.0 , ro I Lij 0 0000 __j X - STA, 25+12.27, 15.00LT. '�/ =� ��=� of �� E.C. °e| �s a� �� / ~� �� Rfl ^-� �n i�� [� �� ~� �� r -|- STA. 25+41.56, 15.00LT. i I \ / . w- ` / ci � � / ,-�� / � ' -7 10 N00055'21 p P.R.C. STA. 28+42.28, 15.00LT. STA. 28+ 60.59t F.L. EX. 3TR0M DRAIN EASEMENT PER D0C 820 Ui Rx"m UC5 cncr V" CONS7RUMM KM ) Li- UW 8 �_ a-to ww z F_: F_: t-� �_: __j 1'oi x< I _j __j _j 71' 2 1 C3 C) C0N�TRU�T N[� CD N / AC PANNG PER NOTE '�| I - z - - . I - 5 1 - I U LL. LLJ V)Miz) Li- u: rjLz '.* 0 Lz U: du: I.' L.L:1 u: 0 m c) Ul-.$ I U-) wi I, Ld U5 ud wi I vi z - - f ui r,.A,.-, - - >_ - - LL_ � U- CjLz [.,I LZ & -d- -4- C> 10- -4- 4 u I vi V) F%_ C) 2p up jr CqLd ui - -1 - r'.: cri cr�l i >_ --� 3 Md- = - cr� � � ��' nx� �� |L� �� ,� . m - > -' k� ��| s: ^� N �� ,^! �� i �= .ci m - - �� _�� = ( ~� i / I i - ( PA : i [�/ | �� I p I b., I I . | / \ � ^� L^ ! \ EX �� |`� m _ | \ \ | �� --~� | \ ��N( �u� Ir U-) Ir 9 ix I 0 %_o (D C> 0 C> . �_ . W4 4 4 360 1 356 1 354: I 4 352 350. a 348 11_ I . I EX. STORM DRAIN MANHOLE DRAIN PLAN FOR DETAIL ON THIS MANHOLE 11 11 � m �� __j _ CD I __j ' uN,rT ~� �� K� 8 Ir- x v, �� . I ' -i } -�! _j ad-.;F -1 - LLj co m I c� / C-4 < r- C3 01; IV- V.- %-J . . < C_� f--: >_ Lo >_ %- - Lj L0 0-j CN . . >- 4 >_ 4 LLJ 4 Lo < f'l,-- 00 -4z "a C),-- "t 00 to C6 ��i�� L�^� �L� ��^� ^�/ �L�~/ �L� °// 0Le A Ln ? V) (=01u) En U) V) t uj En En (-.-3jlv) V) V) .� Lij (3 wz .' 4 uj m CD "^ cx ~� Er �� + �� 4- ~" w CN _-�� xw[ � 44, ^� "- ^ce ~e �� [� �� I \ \ / I | p/L _ I— ----.--. "-.--- , 's L' z 1 ,P�4 = .1 - " - .-mm 11 I - - NJ= __, __,__, ' "':��l I __ I _ �A k-';"- '-22+0O,- k _ - -1.11-1-- " - ---__'_'-- . , k - - _______'_ I ", ; _ r . --" I I? I _ - L�T - 20+OG - -'--'__' _,_ '7 ".'___'___'__ c 9 -,X= -:=_- - - ' 0 " i VIV + O_'____ ----,23+ - I .----- . .-.------- - > 9 ==- I " . . . . . . _=4 __'. _1'____ if-E - - . - _i _;,., - , '-, _-__11L ___1_____ ___ _ to 4z'_--' '_'7'�' ___ i �.," 1' ; --- D ' - , T--. , I ----- - --- I---- - - - I - _ - ' "_ -.1--i, ___.'."._________t_ - __ - __ ---=I-= !77__._ L , t ' L , _'__ - _ _ _1_1 / - . -,;' _ _ I L I - =2-8U1-=, -- --, _- - '_ -.-=I.-- / " 4- __ ; lk __3 .' ____\_+ ' I =N0n5!21,!E--+--- j;--___-____"'_ - - cl ____ 13 1 ir. __ v '41 " I- - 'I------"-----. - I (D� Lo v'__1 (8) , & 1. -9- ';;71 - - 1. T .'/ 'N." J . .. - I -_ - - i /I - - ro '@ i I I A - f / - --- _ - -- - i @� "; ' I 4 (§ I 0- " . '111*41 rq%6- 1 - / I / 11. . ! 3 s '. i' I 9 / ' I . � t & A if'L-, i I 00 , -- , -ji . __j IP '_. - 1 3: I " 15%4 ,. If 11 C4 11 . Nk LL:t LL: it 11 ;'; i "w om mmw - - i I I �"' '. t-1 C) m < + =!: %w C> + C> 3.1 + 3'. + - U:> 06 < 0 - -1 r") C) - C%4 .< CD w & C3 Q CD CD if co I F - b ii I "-- Ir R " t k,; uj N I C� i i w - - ENI - ni i - V-) . -c- %_ %_ %_ 5' 1 . . ul.- u u� 41c i 4- >- m 1.ci <e r M -c� < U LL- .ci 0 u: to - .c� C:3 ':� c I 1 18 1 _j - _j . A 1-1 1C.6 , ..11;;1�..'r ... : < (=)i En V) (z.-YIv) i cric-4 r.: I r", %_ td(d MCD w - r,:(:5 (::)Jlv) i- - %' !� __j 0 u� u . - - I n1I c5C6 1 , , r- j -j 31 ' 301 I,,*- m C� I to r- C) " 28 :D + + M r13 Lo Ick ED �1: 0 00 C-4 V) oi vi C-4c; 4 C__� DRIVE 26 r' 27 + + + + MCN 04 ul -o- r-_ 0000 m m CD m 00':' 16 to ro 25 + + + + + + m CN CN 14 1 b 17 __j -4- to + . r_j CN -Cc . ..-a w 29 - F- - - "" CN " Q + + L0 V3 LOCO to to r-o w �_ �_ 8 c-.>q m V)V) m V)V) i= Lu? c> Er . . . . (3 (3 << (3 41c < (3 < "Cc A A V W CN 1 7 32 ?; .ci -ce �_ �_ STA* 18+00*0: 9 Clo TO STA. 29+00.00 C*L* (zo - U) V) 2!!!!!�� 11�1)) I'll, I'll, ! (PRIVATE STREET) , �� V/ I . Is 5 1. 18 19 co I LEGE.N.D*- zuBzEVIA FL rL0vLINE p0VC p0�TDN V�RT��L CURVE CL CENTERLINE BVC BEQN VERT�AL �URVE [LEV ELEVATION EVC END V�RT�AL CURVZ BCR B[�N �URB RETURN p1 POINT OF INTERSECTION BC BEGIN CURVE pCC P0NTDF C0WP0UND CURV�TURE EC END CURVE TC T0P OF �URR p|vC p0wT OF INTERSECTION TP T0P 0F P�VE�ENT OF VERTICAL CURVE FC Fiw|3H CONCRETE P.0.C. POINT ON CURVE T.O.M. TOP OF MANHOLE P/L pROPEnTY L|wE R/W RIGHT-OF-WAY E. P. EDGE OF PAVEMENT S.D.W. STORM DR/UN MANHOLE EX. EXISTING C/C CURB AND �UTTEN @) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. �� EXISTING SURVEY MONUMENT l -�- FURNISH & INSTALL STREET 3|QN PER C.O.B. STD. T-1. -�- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -C»- FURNISH & INSTALL STREET L|GHT-5800 LUMEN PER C.O.B. STANDARD OR APPR0vED EQUAL. -e3) - FURNISH & INSTALL STREET L|CHT-9500 LUMEN PER C.O.B. STD. 8T-14. __ ��- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 1�� CONSTRUCT 18" BOTTOM WIDTH DRIVEWAY W/J' VNN03 PER C.D.B. STD. 3T-4. (UNLESS OTHERWISE NOTED) 20 21 22 r Tj, LEG (QON * R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -0- �v-1^ - STOP "'S5-2" - END SCHOOL ZONE 'nU-1 - ONE �AY ^R5-1^ - DO NOT ENTER ( - END ~ R20¢A)^ - NO PARKING , - ~R3-�^ - RIGHT 0� �� ,�4-� - N0 OUTLET ~ W1-7 DOUBLE ARROW R4-7^ - KEEP RIGHT , - , - ^RO1(ox> - 0K[ LAN[ ,NM-O, - SINGLE ARROW ~NO-J~ - SIGNAL AHEAD V�-1 - CURVE ARROW ----'---------o-------- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS m�w TYPE ^ � ^ ,=-=� C0wSTRU�T CATCH 8 PER C.O.B. STD. D-14. =��=" EXISTING CATCH BASIN ----- --------o----'---- EXISTING STORM DRAIN UN[ ---- ---------s--------' EXISTING SEWER LINE �� EXISTING TORM DRAIN MANHOLE �� EXISTING SEWER MANHOLE �� EXISTING SEWER CL[ANDUT �� 0 a��= w ��= m �� TRACT BOUNDARY 23 24 LEGEND (CONT*), (l) CURVE NUMBER FOR CURVE DESCRIPTION `_~ 4) ITEM OF WORK - 3E[ SCHEDULE Fl FL0WLINE STATION - SE[ TABLE nm/u SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT �PAVE�[NT MARKINGS T0 BE THERMOPLASTIC PAINT P[R CALTRmV3 3TANDARD SPECIFICATION PT*-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER N� � �_-____-- snccT wmsnc sccnmu IS snowN--~ - 25 � C, *si Jill I / Qj17P_-_'1_.._. I., K3 9 --- - I -, n doo j�* O'�-'W'� � I k '40AW01 ' I uj Its 110 jorm g 9-- CD I ' %_ IV— :3 ID 17 C) ui C;d W 00 f- . ui -i I fn v- Lwfr -i i _j -i - ow -w- a: - du: du: ou: m .< J = [-- ch _j of x I I V) �- i uj 0 >- 0;,..: ZZ) u C3 u: =:) --i- I cdo� [_:G� uu- w & r- CD woo uu - - WCD . � �- y �-�- 43 tz -,e -ci wa: cN" Uf-- -3 (n En -c� -9i < t.- uj V) En ui cn V) �t I— F_ I— V, .ce -ci m En :mw 060 25 1 26 27 IP, \) CONSTRUCT T� "� CURB & GUTTER PER C.O.B. S0 ST-1 /2 CONSTRUCT �� D�D T� �� R C.O.B. 0 ��3 . ~ . ( c� ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. \� \ SAWCUT EXISTING E. P . 1' BACK DR AS DIRECTED BY CITY ENGINEER. /�� INSTALL W31(CA) 5]QN WITH 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. / 7` � \�/ CONSTRUCT 12 , WIDE CROSS CUTTER PER C.O.B. STD ST-17. __ /�� NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER \�/ `-� AND STORM DRAIN PLANS /� REMOVE �D S�� E��C�E SIGN N� (�S�UC�� \�/ `-� ADJACENT PHASE. /�� CONSTRUCT HANDICAP RAMP PER CALTRAN� STD. DWG A88A \�/ CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. /��' CONSTRUCT HANDICAP PASSING AREA PER DETAIL \��' ON SHEET 10. } EX. 3TRDW DRAIN EASEMENT PER DOC. NO. 0206001828, P^TED 0/04/2006 O.R. ) /�Z` \�EE��NG(�B&��R. ,_� qm�/ EXISTING CURB & CUTTER T0 REMAIN. �� P|(� POP-OUT - 8B DETAIL � SHEET 1� `�z �� TYPICAL CORNER - SEE DETAIL ON SHEET 10. 15 . ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. NOTES: MU AREAS PACIFIC CLAY BEAR PATH PAVER 5O�R[D FLASHED �0�BUR�UNDY 1O%DARK IRON SPOT IN REGARD THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG 50E OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBDNE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. 0 . CURVE TABLE Is RADIUS LENGTH :2 uj 00 16 I— DELTA 1 ' * uju_m .1 w cd , -i I J M >� -il I Z LiLi -_� __j . Cr k_j -< . . I LL) 0 L.z -j CC I _j _j _jj -r I ,-- (D LL: 1, u: Lz LL: < U- LZ m 0 C3 L': de- Lj_ LA-; lt6 2 C�! C%4 C%p k -4 1�- < ' . ^� r- 04 'It Ld .Z.z c5";tr (01 w - - / u� amm Lij + + - %_-j r., cr) --.0 , ro I Lij C) C) �� ;�[� I __j X - STA, 25+12.27, 15.00LT. '�/ =� ��=� of �� E.C. °e| �s a� �� / ~� �� Rfl ^-� �n i�� [� �� ~� �� r -|- STA. 25+41.56, 15.00LT. i I \ / . w- ` / ci � � / ,-�� / � ' Qj17P_-_'1_.._. I., K3 9 --- - I -, n doo j�* O'�-'W'� � I k '40AW01 ' I uj Its 110 jorm g 9-- CD I ' %_ IV— :3 ID 17 C) ui C;d W 00 f- . ui -i I fn v- Lwfr -i i _j -i - ow -w- a: - du: du: ou: m .< J = [-- ch _j of x I I V) �- i uj 0 >- 0;,..: ZZ) u C3 u: =:) --i- I cdo� [_:G� uu- w & r- CD woo uu - - WCD . � �- y �-�- 43 tz -,e -ci wa: cN" Uf-- -3 (n En -c� -9i < t.- uj V) En ui cn V) �t I— F_ I— V, .ce -ci m En :mw 060 25 1 26 27 IP, \) CONSTRUCT T� "� CURB & GUTTER PER C.O.B. S0 ST-1 /2 CONSTRUCT �� D�D T� �� R C.O.B. 0 ��3 . ~ . ( c� ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. \� \ SAWCUT EXISTING E. P . 1' BACK DR AS DIRECTED BY CITY ENGINEER. /�� INSTALL W31(CA) 5]QN WITH 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. / 7` � \�/ CONSTRUCT 12 , WIDE CROSS CUTTER PER C.O.B. STD ST-17. __ /�� NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER \�/ `-� AND STORM DRAIN PLANS /� REMOVE �D S�� E��C�E SIGN N� (�S�UC�� \�/ `-� ADJACENT PHASE. /�� CONSTRUCT HANDICAP RAMP PER CALTRAN� STD. DWG A88A \�/ CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. /��' CONSTRUCT HANDICAP PASSING AREA PER DETAIL \��' ON SHEET 10. } EX. 3TRDW DRAIN EASEMENT PER DOC. NO. 0206001828, P^TED 0/04/2006 O.R. ) /�Z` \�EE��NG(�B&��R. ,_� qm�/ EXISTING CURB & CUTTER T0 REMAIN. �� P|(� POP-OUT - 8B DETAIL � SHEET 1� `�z �� TYPICAL CORNER - SEE DETAIL ON SHEET 10. 15 . ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. NOTES: MU AREAS PACIFIC CLAY BEAR PATH PAVER 5O�R[D FLASHED �0�BUR�UNDY 1O%DARK IRON SPOT IN REGARD THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG 50E OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBDNE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. 0 . CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA to CD - pg _ (D 25.0 09' 2 89634'51 " I n1l 1 25.0 9025109 " - STA110NING TABLE REF. NO. DESCRIPTION C.L. STATION F. L. STATION to CD - pg E.C. STA. 21+89.42, 12.00LT. STA. 22+02.07, F.L. R P.R.C. STA, 25+12.27, 15.00LT. STA. 25+27.35, F.L. 9 E.C. STA. 25+19.42, 12.00LT. STA. 25+35.30, F.L. Rfl B.C. STA. 25+34.42, 12.00LT. STA. 25+50.30, F.L. R P.R.C. STA. 25+41.56, 15.00LT. STA. 25+58.25, F.L. p P.R.C. STA. 28+42.28, 15.00LT. STA. 28+ 60.59t F.L. R E.C. STA. 28+49.42, 12.ODLT. STA. 28+68.541 F.L. R P.R.C. STA. 28+71.56, 15.00LT. . STA. 28+91.49, F.L. N B.C. STA. 18+87.76, 12.00RT. - STA. 19+ 00.91, F.L. pq P.R.C. STA. 18+94.90, 15.00RT. STA. 19+08..86, F.L. Efl P.R.C. STA. 19+70.94t 15.00RT. STA. 19+ 86.519 F.L. R E.C. STA. 19+78.08, 12.00RT. STA. 19+ 94.46, F.L. 9 P.R.C. ' STA. 20+00.22, 15.00RT. STA. 20+17.41 p F.L. 0 P.R.C. STA. 22+45.95, 15.00RT. STA. 22+64.75* F.L. EA B.C. . STA. 22+68.09, 12.00RT. STA. 22+87.70, F.L. ROJ 0 P.R.C. STA. 23+51.63, 15.00RT. STA. 23+73.671 F.L. 0 E.C. STA. 23+58.777 12.00RT. STA. 23+81.62, F.L. EA B.C. STA. 24+52.78, 12.00RT. STA. 24+75.62, F.L. U P.R.c. STA. 24+59.92, 15.00RT. STA. 24+83.57, F.L. U P.R.C. STA. 25+56.48, 15.00RT. STA. 25+81.75, F.L. R E.C. STA. 25+63.62, 12.00RT. STA. 25+89.70t F.L. 0 B.C. STA. 25+78.62, 12.00R'T. . STA. 26+04.70, . F.L. 0 P.R.C. STA. 25+85.76, 15.00RT. STA. 26+12.65, F.L. U P.R.C. STA. 26+31.641 15.00RT. STA. 26+60.14P F.L. - R E.C. STA. 26+38.78, 12-OORT. STA. 26+68.09, F.L. a B.C. STA. 27+32.78, 12.00RT. STA. 27+62.09, F.L. N P.R.C. STA. 27+39.92, 15.00RT. STA. 27+70.04t F.L. H P.R.C. STA. 28+35.86, 15.00RT. STA. 28+67.60, F.L. H I E.C. STA. 28+43.00, 12.00RT. STA. 28+ 75.55, F.L. M B.C. STA. 28+58.00, 12.00RT. STA. 28+90.55, F.L. R . P,R.C. STA. 28+65.15, 15.00RT. STA. 28+98.50, F.L. Vq E.C. STA. 28+72.29, 18.00RT. STA. 29+06.45, F.L. RA UNIT 13OUNDARY I STA. 28+25.89, C.L. I - APPROVED BY APPROVED B' NQT 0 ESO 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "R" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER �50" COMPACTED �G. TO BE COMPACTED TOE5%RELATIVE DENSITY PER C.O.B. STD. ST-8. Zi ALL CATCH BASINS TO BE TYPE "A" WITH 3`=/ OPENINGS PER C.O.B. STD. O-14. ERVNSE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES SEWER CLEANOUT TO FINISHED GRADE. Jt' . _~� w= '� V v� �� __ ' �� _ � �R ��C ��0 �I � 11 71 , I � - w � ,c uj En U13 LLJ E8 CL � -.,.,. , ^� V to CD w � ,c uj En U13 LLJ E8 CL � -.,.,. , ^� V 'j'* t 0,_ �o�� J� � �� , >-.,.,. , ^� V cr ° 0 o CONSTRUCT NEW UNIT 7 �� ° �� a: AC PAVING PER NOTE 2 __j co _j W:z to _j _j o w X_ C1 I C) C) M . 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R 356 z °°. � w cwrl C° � ° "�' + Lo +e + + Y + a • f UJI X -� + 5 °° s °° + �, .� ... 354 354 H�� +� �....�...... . .. .... k o z o Q a ci ¢ Z Q Q < - H � � ~ � � F- �C? � � � � m � z to m in �'' c� cn cn PROP SED CE RUNE a 352 - ..��... .,.�. . ...� + �� * �� r� .��. ..err ff.., � »., ,....- ,.�....�.�.� ,�...,�..�. ��...� .�.:.�...�,.��. .,�,�.,,« F 0 CEN RLINE ,wa _ .. ��rrw��. ��.a� ., . a�2��.. ��h��.�....,.,. b�.�...�.� . m �.o.�.��y . w,n�.......o.. <... a..+, ..A...�.w„wb..a..r.:.e„�y...... �,p...,e. =....,m,. o<;P�..,...,.�,...a.a•.. ..��.6,.a� -.w a.>. a,..., t+:... su ,...a..x.t,.:;».....,..,:».ar %R-ww28 29 30 31 32 352 ...._...,..�,......._ �....,. .�.,.....�..�. �.�..,,....�.. �.�u� .. � ..,..;:�... ..�..rY� �...�.r. �... �.. �.•.,....�r:.�,_:.....�, � ,.. 00 Lo CD 350 . . - C) Fm uj W 358 �� ... w W �, __j _j LJ w W w W J W J J o o W WJ w LJ W -J w w , w C� if; O w W W w ry r� W r- d- d= "� N 5 r tf� tf� N N Oo 356 � � 1,U - - ,.., CD .. + + + + w 00 co 4 4 ,�, s ao 0o 00 c� z r� mot- ) � � w � L + + 1 + co �j- + N N N N J + -j- -�" + I p O © © 354 c.7 Q Q v ¢ ci cn +-� c� w cn al cn ci cn cn F- C3 Q Q v Q ¢ C3 c v v r� � m c~n � 0- c i a- can p rm v) c~n w V) ' c~i� w °D c-'-' °° �" EXIS NG 352 �..�...�..,a�r.... , _.._�;..x��.�..... .� 3 E >- e -- - � -- - _ 5% _S - _ ___ - -- - _- = - - -- _ ___ - -- - 0.25 S 0. 6% _ S 350 �.��.w�ra��. .....�.._�.��.��...�v,.��..�. � #. �.a.... � .� It, R g U-) O W O O Y I Lo � d 348 �,..� , �: �... ,�.w...,.�r.,..r.�.o........� ... .,.�.,,..a�....� ::�...�.�.K.. ....�.�.�. 28 29 � w w 30 W W _ 31 32 J J J J w W W W W w © 4 4 LEGEND: LEGEND (CONT1. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ABBREVIATIONS "R1 -1" -STOP FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" -ONE WAY "S5 -2" -END SCHOOL ZONE CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5 -1" - DO NOT ENTER "W14(1" " -END ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA)" - NO PARKING "W14 -1 " -DEAD END BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R" - RIGHT TURN ONLY "W1-7" - NO OUTLET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "W1 -7" - DOUBLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE 1N1-�6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3 -3" -- SIGNAL AHEAD "W1-1" _ CURVE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT NEW STORM DRAIN LINE -REFER TO SEWER OF VERTICAL CURVE FC FINISH CONCRETE AND STORM DRAIN PLANS P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE CONSTRUCT CATCH BASIN TYPE "A" PA PROPERTY LINE R/W RIGHT -OF -WAY PER C.O.B. STD. D -14. E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EXISTING CATCH BASIN EX. EXISTING C/G CURB AND GUTTER - - - - - -- D EXISTING STORM DRAIN LINE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. x' EXISTING SURVEY MONUMENT S - EXISTING SEWER LINE FURNISH & INSTALL STREET. SIGN PER C.O.B. STD. T -1. EXISTING TORM DRAIN MANHOLE + Q FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T -i. EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT �} FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. TRACT BOUNDARY --- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER PHASE BOUNDARY C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST--4. (UNLESS OTHERWISE NOTED) N L0 J w + 33 33 LEGEND (CONY.): ..362 00 tf') L 3fi0 w w 358 356 l354 w cn I 352 s x 350 _ __j 348 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 9 10.00' 7.95' 4.20' 45'34'23" 1 Q 25.00' 39.09' 24.82' 89'34'51" 11 25.00' 39.45' 25.18' 90'25909" 18 518.00' 71.29' 35.70' 07'53'06" 19 10.00' 7.82' 4.12' 44'47'02 0 518.00' 9.27' 4.63' 01'01'30" 21 37.00 10.95 5.52' 16'57127" fl 78.00' 164.06' 136.51' 120'30247" COMPA C TED SUBGRADE 37.00' 11.27' 5.68' 17'26'41" 24 512.00' 15.00 ' 7.50' 01'40'43" STA. 30 +56.52, F.L. 482.00' 65 .16' 32.63' 0744'44" A.C. PAVING 10.00' 7.81' 4.12' 44'44'07" P.C.C. 10.00' 8.10' 4.29' 46'25122" STA. 31 +37.04, 15.05RT. 488.00' 15.00' 7.50' 01'45940" 482.00' 7.45' 3.72' 00'53108" cn m 0 w W w aC 37.00' 56.23' 35.16' 87'04'20" 31 500.00' 120.14' 60.36' 13'46'02" rn o 55.00' 83.58' 52.26' 87'04120" R/W 4.5' 7.5' 18' so IlllE LANDSCAPE J AREA I Lu Z i © _ ck I_ 78' Z R/W 5' 4.5' LANDSCAPE AREA _j L i o VARIES 1.5� VARIES 1.5Yo - - TO 3.59' o TO 3.5Yv - - _ 0_-- -• .. -- ---- -- PROPOSED PROPOSED SIDEWALK A. C. PA VING SIDEWALK PROPOSED CURB LA BASE AND GUTTER COMPACTED SUBGRADE PROPOSED CURB AND GUTTER SECTION SCALE: 1 " -10 V1 STREET SECTION (PRIVATE STREET) R/W 4.5' iY J 3 13.5' LANDSCAPE AREA L PROPOSED SIDEWALK PROPOSED CURB AND GUTTER R/W 12' 18' 7.5' 4.5' R/W � R/W R/W �. R/W 4.5' 7.5' 78' 78' 7.5' 4.5' 4.5' 7.5' 78' 78' 7.5' 4.5' LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE � AREA AREA J AREA AREA � 1 3 w 1 W VARIES 5� % AR�E3 5�R 2%g I 2� 2� EX. PAVEMENT I EX. PAVEMENT 2� PROPOSED LA. C. PAVING � PROPOSED PROPOSED SIDEWALK EXlST1NG CURB AGG. BASE EXISTING CURB SIDEWALK EXISTING CURB EXISTING CURB SIDEWALK AND GUTTER COMPACTED SUBGRADE AND GUTTER AND GUTTER AND GUTTER SECTION rcol SECTION SCALE: 1" -10' � SCALE.-10� 1 STREET SECTION STREET SECTION (PRIVATE STREET) (PRIVATE STREET) 0 ^� Q 0Z 4 �•- U [y d- 0 Z u- < J W U Ww W 31 o W T_ o w N W Uj R/W R/W <t R W R/W 4.5' 7.5' 18' 12' 13.5' 4.5' m I PA VARIES 12 LANDSCAPE � � 22 AREA � 7N I Y IQ IQ 3 I STA. 28 +25.89, C.L. Z W P.R.C. W Q, 7� P.R.C. LANDSCAPE AREA VARIES 1.5Yo I VARIES 1.516' ® 2,� I TO 3.5 TO 3.5� STA. 31 +54.81, F.L. VARIES 1.5?�' VARIES 1.57 WALL PROPOSED LA. C. PA t/JNG LA TO 3.5y' SIDEWALK BASE �- P.R.C. COMPACTED SUBGRADE PROPOSED CURB AND GUTTER SECTION r5l COMPACTED SUBGRADE B.C. MAX. 4. 1 PROPOSED CURB STREET SECTION EXISTING CURB SIDEWALK (PRIVATE STREET) COMPA C TED SUBGRADE AND GUTTER R/W � R/W R/W �. R/W 4.5' 7.5' 78' 78' 7.5' 4.5' 4.5' 7.5' 78' 78' 7.5' 4.5' LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE � AREA AREA J AREA AREA � 1 3 w 1 W VARIES 5� % AR�E3 5�R 2%g I 2� 2� EX. PAVEMENT I EX. PAVEMENT 2� PROPOSED LA. C. PAVING � PROPOSED PROPOSED SIDEWALK EXlST1NG CURB AGG. BASE EXISTING CURB SIDEWALK EXISTING CURB EXISTING CURB SIDEWALK AND GUTTER COMPACTED SUBGRADE AND GUTTER AND GUTTER AND GUTTER SECTION rcol SECTION SCALE: 1" -10' � SCALE.-10� 1 STREET SECTION STREET SECTION (PRIVATE STREET) (PRIVATE STREET) 0 ^� Q 0Z 4 �•- U [y d- 0 Z u- < J W U Ww W 31 o W T_ o w N W Uj R/W R/W <t R W R/W 4.5' 7.5' 18' 12' 13.5' 4.5' m I PA VARIES 12 18' 18' 22 0' -�±25' 7N I AREA � ' Y UNIT BOUNDARY STA. 28 +25.89, C.L. 4.5 Z P.R.C. W LANDSCAPE AREA 7� P.R.C. LANDSCAPE AREA STA. 31 +39.81, F.L. ® I o EX. BLOCK STA. 31 +54.81, F.L. VARIES 1.5?�' VARIES 1.57 WALL _T1_ T4 3.5.E TO 3.5y' STA. 31+43.08, 18.00LT. ��• M1N. 2% �- P.R.C. MIN. 2710 MAX. 4. 1 COMPACTED SUBGRADE B.C. MAX. 4. 1 PROPOSED CURB A. C. PAVING AGG. BASE EXISTING CURB SIDEWALK EXISTING AND GU TTER COMPA C TED SUBGRADE AND GUTTER SECTION /0"E_ SCALE:1 "_1 0' U6 STREET SECTION (PRIVATE STREET) R/W 4.5' 7.5' � 18 12' C.L. STATION LANDSCAPE 7N � AREA � ' Y UNIT BOUNDARY STA. 28 +25.89, C.L. - Z P.R.C. W STA. 31 +31.99, F.L. 7� P.R.C. STA. 31 +14.56, 12.001LT. STA. 31 +39.81, F.L. ® 2Yo VARIES 1.5% VAR/ES f.5% STA. 31 +54.81, F.L. 81 TO 3.5% TO 3.5/wo PROPOSED STA. 31 +62.63, F.L. [8] SIDEWALK STA. 31+43.08, 18.00LT. A. C. PA VINGJ PROPOSED CURB AGG. P.R.C. STA. 32 +24.98, 19.61 LT. AND GUTTER BASE COMPACTED SUBGRADE B.C. STA. 29 +04.51, 18.00RT. SECTION rG 8L P.R.C. SCALE:1 " =10' � STA. 29 +46.62, F.L. 8� STREET SECTION STA. 29 +18.79, 12.00RT. STA. 29 +54.57, F.L. (PRIVATE STREET) STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 7N E.C. STA. 28 +72.29, 18.00RT. STA. 29 +06.45, F.L. Q UNIT BOUNDARY STA. 28 +25.89, C.L. - 7 P.R.C. STA. 31 +07.72, 14.95LT. STA. 31 +31.99, F.L. 7� P.R.C. STA. 31 +14.56, 12.001LT. STA. 31 +39.81, F.L. ® P.R.C. STA. 31 +29.21, 12.00LT. STA. 31 +54.81, F.L. 81 P.R.C. STA. 31 +36.05, 14.95LT. STA. 31 +62.63, F.L. [8] P.C.C. STA. 31+43.08, 18.00LT. STA. 31+70.72, F.L. [8 P.R.C. STA. 32 +24.98, 19.61 LT. STA. 32 +53.11, F.L. B.C. STA. 29 +04.51, 18.00RT. STA. 29 +38.67, F.L. 8L P.R.C. STA. 29 +11.65, 15.00RT. STA. 29 +46.62, F.L. 8� E.C. STA. 29 +18.79, 12.00RT. STA. 29 +54.57, F.L. B.C. STA. 30+12.79, 12.00RT. STA. 30 +48.57, F.L. [8 P.R.C. STA. 30 +19.93, 15.00RT. STA. 30 +56.52, F.L. 8[9� P.R.C. STA. 31 +06.73, 15.05RT. STA. 31 +42.24, F.L. A.C. PAVING P.C.C. STA. 31+14.20, 12.00RT. STA. 31+50.34, F.L. 91 P.C.C. STA. 31 +29.57, 12.00RT. STA. 31 +65.34, F.L. [9� P.R.C. STA. 31 +37.04, 15.05RT. STA. 31 +73.44, F.L. O CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Fil 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. SEC110N DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN Z IJ O 13.5' LANDSCAPE AREA 2% R/W Lu Yi D PROPOSED -J SIDEWALK PROPOSED CURB AND GUTTER R/W I.4.5'- _ 13.5' i IY J 3 1 Q I � SIDEWALK � LANDSCAPE Y I LA � AREA I AR RAPE � VARIES 1.5% � VAR /ES 1.5% �` 2$ TO 3.5% ( TO J. SX Y II PROPOSED Z 3 I J 3 � p 65 v COMPACTED SUBGRADE BASE � LANDSCAPE AREA p � 65 SECTION K 0 SCALE:1 " =10' i STREET SECTION (PRIVATE STREET) I 21w, VARIES 1.5% I VARIES f.5.�' 2� I I 2% TO TO 3.5% 3.5% 2� LA. C. PA WNG � M c: (n U M h PROPOSED PROPOSED A.C. PAVING AGG. BASE PROPOSE SIDEWALK 01 SIDEWALK CURB AND GUTTER AGG. SEJ ,.EXISTING CURB it w C) EXISTING CURB COMPACTED SUBGRADE AND .GUTTER AND GUTTER SECTION cn m 0 w W w aC SECTION rF SCALE:1 ° =10' U rn o STREET SECTION N O (PRIVATE STREET) PA VARIES VARIES R/W 12' ±23' -x-25' o'-±25' 1 4.5' LANDSCAPE AREA LANDSCAPE AREA 1N. 2�' MIN. X. 4: 1 MAX. 4. 1 PROPOSED SIDEWALK 1 12 12' ,_ 135' R/W RAW 4.5' 4.5' LAN D Y I LA REAAPE O� I AR RAPE � VARIES 1.5% � VAR /ES 1.5% �` 2$ TO 3.5% ( TO J. SX Y II PROPOSED A. C. PA 1%'NG J 3 A6G. -X !STING CURB COMPACTED SUBGRADE BASE AND GUTTER SECTION K 0 SCALE:1 " =10' i STREET SECTION (PRIVATE STREET) VARIES 1.5% � VAR /ES 1.5 Y I 2% TO 3.5% I TO 3.5% 2� LA. C. PA WNG PROPOSED PROPOSED 0 AGG. BASE PROPOSED SIDEWALK CURB AND GUTTER CURB AND GUTTER it w C) COMPACTED SUBGRADE SECTION cn m 0 w W w aC SCALE:1 " =10' 1 STREET SECTION rn o (PRIVATE STREET) CONSTRUCTION, NOTES:, O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN NTH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. QNEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. i 4 TYPICAL CORNER -SEE DETAIL ON SHEET 10. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. i J 1 i X11 18 18' I o I " VAR /ES 7.5% ( VARIES 1.5� TO 3.5T TO 3.5X' A. C. PA WNG .PROPOSED CURB A6G. BASE AND GUTTER COMPACTED SUBGRADE SECTION ri N SCALE:1 ° =10' U STREET SECTION (PRIVATE STREET) 13.5' LANDSCAPE AREA t 2x Z O PROPOSED .__.- SIDEWALK PROPOSED CURB AND GUTTER 12' R/W 22' Z � LANDSCAPE AREA EX. BLOCK WALL Y MIN, 2 MAX. 4.-1 PROPOSED CURB AND GUTTER 18' 7.5' LANDSCAPE AREA R/W 4.5' NO TI S: 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. - kit Y 4. ADJUST EXISTING SEXIER MANHOLES, STORM DRAIN MANHOLE . . . . . SEWER CLEANOUT TO FINISHED GRADE. � 00 N - ` 0 Z `r in m o W o � d � i v- Q . > V oii m D Y I Lu O� Lu VARIES 1.5% � VAR /ES 1.5% �` 2$ TO 3.5% ( TO J. SX PROPOSED A. C. PA 1%'NG SIDEWALK A6G. -X !STING CURB COMPACTED SUBGRADE BASE AND GUTTER SECTION K 0 SCALE:1 " =10' i STREET SECTION (PRIVATE STREET) NO TI S: 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. - kit Y 4. ADJUST EXISTING SEXIER MANHOLES, STORM DRAIN MANHOLE . . . . . SEWER CLEANOUT TO FINISHED GRADE. � 00 N - ` 0 Z `r in m o W o � d � i v- Q . > V oii m D Z 0 W 0 it w C) cn m 0 w W w aC rn o N O i i i I I t�