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Home My WebLink About1.1-6448 & 7202 Record DrawingA.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE (TYPE V). 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 SECT10N 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 SEC11ON 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 MERE 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 NTH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE." OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADD11IONAL 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 COMPACTaor. 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 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE 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 V41THIN 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% COMPAC11ON 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., CITY OF DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: KERN COUNTY ST -1 ST -3 ST -4 ST -6 ST -7 ST -9 ST -10 oil CALIFORNIA I I I I I I ST -11, ST -13, ST -14, ST -19, D-14, D-16, T-1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: STREET CONSTRUCTION PLANS 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER FOR 0.50' O.G.. O.G. TO BE COMPACTED TO 95% RELA11VE DENSITY PER C.O.B. STD. ST -9. SUBSTANTIAL CONFORMANCE - 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF D. . ST -13. BAKERSFIELD ST * DWG TO BE INSTALLED TRACT 644811= UNITS 6 THRU 12 @ EXISTING 5. INSTALL TRAFFIC CONTROL SIGNS + INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 AND T'RACT 7202� UNITS 1 & 2 � "M -I v y APPROYe:r> Y:, Ra6e,R A. Mcfisj70-skl R.C.0�. 3-1-32:L b5�Kp. Re!vfs/o^j : Z�� ^PPROV60 By MAP04N SHAW R-C.r- 32-f-76 LEGEND: INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 0 N S I T E LEGEND (CONT.)-. -C>- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' ]NDEX OF SHEETS UNIT 7 POST TOP PER DETAIL HEREON. ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER Ei) INSTALL STANDARD STREET LIGHTS, 9500 WMEN H.P.S.V. SHEET TITLE POVC STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY IN ACCORDANCE 779 C.O.B. STD. ST -14. NTH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN. CENTERLINE BVC "B" TITLE SHEET 6. INSTALL TYPE CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL ELEVA11ON EVC STREETS UNLESS OTHERWISE NOTED. 2 2. HUCKLEBERRY DRIVE 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 3. LEMON LILY DRIVE 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER 4-R 4. TRUMPETVINE PLACE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) EACH SEWER LATERAL 5. BOTTLEBRUSH DRIVE 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. 6- CONEFLOWER DRIVE BC SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A 'CHECKERBLOOM DRIVE POINT OF COMPOUND CURVATURE MINIMUM OF 6" THICK. "Rl-l" - STOP "S5-2" - END SCHOOL ZONE "R6-1* 10. INSTALL HANDICAP RAMPS PER C.O.B. STD. DWG. ST -19. r:`0,,H ASTER DRIVE IT, 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4- BELOW LVA"I'T' t lu'r' 1 N E b R I V E -= PIVC PAVEMENT GRADE. 10. SCOTCH BROOM WAY & 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING SKY LUPINE LANE 1486 DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 11. CANDYTUFT WAY & 13. WARN IN G/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS BLUEBELL PLACE P.O.C. WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR T.O.M. TOP OF MANHOLE EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN I& I r -%WN LILY bq4E PA SIDEWALK 6" FROM BACK. R/W RIGHT-OF-WAY 7020 13. PALE LILAC LANE 14. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED S.D.M. STORM DRAIN MANHOLE TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. -W�ALDER AVENUE EX. EXISTING STA. 10+00.00 TO STA 18+00.00 r5PRO 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD 5. WHITE ALDER AVENUE ) WH 869041 PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED SURVEY MONUMENT PER C.O.B. STD. ST -13. STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, STA. 18+00.00 TO STA 29+00.00 @ SECURITY BASED OR AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK & CROSS SEC11ON 117 PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED EXISTING CATCH BASIN + PRIOR TO ISSUANCE OF THE PERMIT. 16. WHITE ALDER AVENUE 16. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR STA. 29+00.00 TO STA 32+47.72 FURNISH & INSTALL ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE & CROSS SECTIONS EXIS11NG SEWER MANHOLE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, TYPE "A" CATCH BASIN LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE - (o ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR 3 FURNISH & INSTALL CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF - - THE "GREENBOOK". STANDARD OR APPROVED EQUAL. EA. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 7 6 THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 4 6 CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE 1 39 SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% EA. 5 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 3 17. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT 3 2 STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY 26 MONUMENT ENCASEMENTS REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED 8 9 TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM 2 3 DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 4 18. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY 12" CONCRETE CURB LF STANDARD DETAIL ST -22. - 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN - - (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT - 318 ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, SF - CONTRACTOR IS REQUIRED TO COMPLY NTH THE PROVISIONS OF SAID PLAN. f0k 7kA-:2T 6,448 OM)75 8 20. STORM WATER POLLU11ON PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE TqR0 )'�?-f SEa S1�7pAp.ATE-: STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE ltjjpIvI,?tAL- om(T s-.T9z-C7 .SAW CUT DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF pLAIj FM 47LH � l-kl- 1 57 1 CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY NTH 26 PROVISIONS OF SAID PLAN. �cz� � "M -I v y APPROYe:r> Y:, Ra6e,R A. Mcfisj70-skl R.C.0�. 3-1-32:L b5�Kp. Re!vfs/o^j : Z�� ^PPROV60 By MAP04N SHAW R-C.r- 32-f-76 LEGEND: UNIT 0 N S I T E LEGEND (CONT.)-. UNIT 5 ABBREVIATIONS UNIT 7 UNIT 8 ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER FL FLOWLINE POVC POINT ON VER11CAL CURVE 779 C.O.B. STD. ST -14. CL CENTERLINE BVC BEGIN VERTICAL CURVE 357 EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ELEV ELEVA11ON EVC END VERTICAL CURVE 706 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON 351 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 134139 "Rl-l" - STOP "S5-2" - END SCHOOL ZONE "R6-1* EC END CURVE TC TOP OF CURB 2150 - ONE WAY PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT CURB AND GUTTER REMOVAL "R5-1" - DO NOT ENTER -W31(CA)- - END 1486 OF VERTICAL CURVE FC FINISH CONCRETE - -R26(CA)- - NO PARKING W14-1* - DEAD END P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE SQFT *R3 -5R" - RIGHT TURN ONLY :Wl4-2" - NO OUTLET PA PROPERTY LINE R/W RIGHT-OF-WAY 7020 *R4-7' - KEEP RIGHT WI -7" - DOUBLE ARROW E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE 14346 -R81(CA)- - BIKE LANE W1-6" - SINGLE ARROW EX. EXISTING C/G CURB AND GUTTER 6956 "W3-3" - SIGNAL AHEAD "Wl-l" - CURVE ARROW 869041 FURNISH & INSTALL 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 59 EXISTING CATCH BASIN + 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 EXIS11NG SEWER MANHOLE 1900 TYPE "A" CATCH BASIN EA. - (o EXISTING SEWER CLEANOUT 3 FURNISH & INSTALL STREET UGHT-5800 WMEN PER C.O.B. - - 9 STANDARD OR APPROVED EQUAL. EA. 6 LEGEND (CONT.): 1-7-14- t),A-T5 KEY MAP SCALE: 1"=200' EDENOTES SHEET NUMBER FOR STREET PHASES 5-12 WILL BE CONSTRUCTED CONSECUTIVELY. NEW STORM DRAIN LINE - REFER SECTION DESIGNATION: TO SEWER AND STORM DRAIN PLANS SECTION LETTER D- EXISTING STORM DRAIN LINE S EXISTING SEWER LINE IL 2 TRACT BOUNDARY SHEET WHERE SECTION IS SHOV01- PHASE BOUNDARY 0 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANIS 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. --- 1* 1 -� - STOCKDALE HIGHWAY 4 7 8 7 3 2 5 6 Ir 1 2 3 IE u�rrJ3 - 10 34 35 24 1 23 22 21 1 181 17 12 77 1 :5 : 6 � CL LIST OF MATERIALS L F ITEM UNIT 0 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 45521 SUBGRADE PREPARATION SQYD 5969 5292 5356 3636 3398 5119 2733 2636 134139 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 139431 14261 9877 7530 13714 6956 6277 869041 HANDICAP RAMPS SQFT 351 351 410 293 176 439 117 59 2196 CROSS GUTTERS SQFT - - - - 1184 716 - - 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 - I - 1 354 354 708 .SAW CUT LF 27 1 57 1 53 , 26 163 �-1 TYPICAL CATCH BASIN LOCATION AT CURB RETURN N. T. S. 12" WIDE BENCHMARK: GROOVED BORDER TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD, S/0 PLANTER AND CULIACAN AVENUE. ELEVATION = 356.34 PER CITY BENCHMARK BOOK AREA FOR TRACT 4708 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORREC-TED DURING CON-STRUCTION. A APPROVED BY: ROGf-17elA'-9cINTOSH R.C.E. 33322 EXP. 6-30-10 f - 49 , /^ DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED A AA rREVIEWED BY: A,; � r- E 3 'i�7 TV/ % -7 -t/-, C-4 z- V) Ld THE LORDS AVENUE PLANTER cq AREA o? zt x W 00 �o 6" CONIC. RETAINING CURB CURB AANON DRIVE S R R TRUNCATED DOMES 6" CONC. CURB 71t HANDICAP RAMP DETAIL '$A$p PER CALTRANS STD. PLANS A88A CASE F :D N. T. S. co NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORREC-TED DURING CON-STRUCTION. A APPROVED BY: ROGf-17elA'-9cINTOSH R.C.E. 33322 EXP. 6-30-10 f - 49 , /^ DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED A AA rREVIEWED BY: A,; � r- E 3 'i�7 TV/ % -7 I ------------- RAUL M. ROJAS PUBLIC WORKS DIRECTOR� DATE R.C.E. 39880 EXP. 12-31-09 NT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER MAP C-4 z- V) Ld THE LORDS AVENUE cq 0 f- zt x W 05- 1�, CHAPARRAL AANON DRIVE S R R 1 AVENUE RVE ��!ALVE DRIVE UNNYBANK AVENUE E 71t S co :D co w z ?IOPID UJI JOHNSON ROAD z W 0 > ui < 0 th :) %r do, -D z z 0 (a a: ACK HAM 2 m 'o Z w 0 1 741 T10482] IN [LOCAL STREET q LENGTH v LF 1 1819 1 1639. 11672 1 1129 1 1068 1 1613 1 801 z < zk 0 C.) I ------------- RAUL M. ROJAS PUBLIC WORKS DIRECTOR� DATE R.C.E. 39880 EXP. 12-31-09 NT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER 0) 0 V) te) 0) 0 77 00 0 (if 0 z LL- < -1 -j < Ld Lli 00 _j LLJ (o 0 E (D o V) 04 w 0 0 C14 00 04 0 H 0 1-1- MAP C-4 z- V) Ld THE LORDS AVENUE cq 0 f- zt x W CHAPARRAL AANON DRIVE S R R 1 AVENUE RVE ��!ALVE DRIVE UNNYBANK AVENUE E 71t S co :D co w z ?IOPID UJI JOHNSON ROAD z W 0 > ui < 0 th :) %r do, -D z z 0 (a a: ACK HAM 2 m 'o Z w 0 0 AVENUE TIATA AVENUE_ v z W ul c;d 0 U. ul z < zk 0 C.) 0 STOCKDALE HWY 2:c"' PROJECT Di�o p SITE > 0) 0 V) te) 0) 0 77 00 0 (if 0 z LL- < -1 -j < Ld Lli 00 _j LLJ (o 0 E (D o V) 04 w 0 0 C14 00 04 0 H 0 1-1- VICINITY, MAP C-4 z- V) Ld z� to cq 0 f- zt x W VICINITY, MAP N.T.S. z- 0 L W I- V) t2 W 0 w v - UL 0 j 'S , 0 cq f- clt z S co z co w z W 0 c) F: < 0 th :) %r do, (a a: w o Z w 0 Z z W ul c;d 0 U. z 0 C.) 0 �n- ct p > Ld CE C> ,4 20 L W I- V) t2 W 0 w v - UL 0 j 0111 , 0 cq f- clt z co z co w z W 0 c) F: < 0 th :) %r do, (a a: w o Z w 0 Z W ul c;d 0 U. z 0 C.) 0 ct z L W I- V) t2 W 0 w v - UL 0 j (10, _!�_ r�Ko /vzs-'.'_ 364 362- 360 358- 356 354- 352- 350- 3481 9 sEtill_t"EVUE 7. 16 CONSTRUCT NEW AC PAVING PER NOTE 2 POR11ON OF Lq< __j Ld B.C.R./P.C.C./Ek C/G STA. 14+01.47, C.L. 12.00LT.= U) STA. 14+03.84, F.L. 0 0 m U N I T 3 ci ui - I (n oq t= WILD RYE WAY 7 rl �E w =3 SEE PREVIOUSLY APPROVED 6 uj4 _J_j STREET PLANS PER TR. 6"8 5 11 U) 00 8 (3LZ 1 11 58' ;9 + + -1 58' 11 1 C-0 �2 3?' 32' 4 3 < cocn 1�_ r -r- 06 (nu) ++ 9 16' EXIST, w SEE PR IOUSLY APPRO D I V) 6 8 DRIVEWAY STREET k�ANS PER TR. TYP. R -7 4 EXIST, 11 SIDEWALK Lu 1 L s jc� r 12. >< m;u_ = - C) uj +��= EXIST. C/G AN�� 12 = �pw Exls�. Z__ EXIST. 8 :�_- �.:n V SEWER 16+00 PAVEMENT- s -sl4+0 - - -q- <��R�l - D I- - - - - - - 8 9 15+00 @ -- - - - - - - - - - - - - - - - _ S DF_\NA Ln ic EXIST. Go DRIVEWAY 1 1 14 < __j I TYP. of 15 uj I SPIPM vq� Owl) Lu 00 m Cus,-,( xpp?, mm r-.: PREVIOt M. r - ui 99 _p 6448 < 23 c� _jw 20 1 17 16 18 22 21 'AS + r ��c m I I sc'i m�� (o 00 �- + ]2>< _j_j ')rn __')Lulcn 1 ci cj ;z cn'n -1- 0 U N I T 3 SEE_§H_EeT'_,","r- tRl n24 C" 00 w Loc" HUCKLEBERRY DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 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. @ EXIS11NG 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 UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. EE) FURNISH & INSTALL STREET UGHT-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) 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 10 11 12 13 14 15 16 17 18 19 11 12 LEGEND (Q0NT.)_-. Rl-1 IL -01 LENGTH "Rl-l* - STOP *S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY DELTA *R5-1" - DO NOT ENTER -W31(CA)- - END TO BE I IEMOVED AND 9EP-ACED-tl *R3 -5R" - RIGHT TURN ONLY Wl4-2" - NO OUTLET 0 *R4-7" - KEEP RIGHT W1-7" - DOUBLE ARROW 7.92' *R81(CA)* - BIKE LANE *Wl-6* - SINGLE ARROW 45-22'02* "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW -D- NEW STORM DRAIN LINE - REFER TO SEWER 4.22' AND STORM DRAIN PLANS (a) CONSTRUCT CATCH BASIN TYPE *A* 15.00' PER C.O.B. STD. D-14. 00-25'56' EXISTING CATCH BASIN 10.00' EXISTING STORM DRAIN LINE D- 45-46'46" EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT m m m � m TRACT BOUNDARY 2000.00' 87.59' 43.80' 02'30'33* C-) Lo (p u 00 to 2000.00 00 r1l: Lq c� 00 c 4 c 00 co 0) 00 187*04!20* CN La 10.00' 7.99' 4.22' co 10.00' 7.92' 4.18' 45-22"13" (9 12012.00' 10.00' 5.00' 00-17"05: @ I iOl 8.00'1164.76' , 82.43' C> co C_.� Lo Lo Ito Lo Ir- to Lo Z5 C, >: Lj 10 cn uw n po rn cl rl) XLJ 11) L0 C4 Lo w 04 u Q_ C�l !!e >: >: >: >: uj U) Ld Lq cr; =5 u n +n CD W) < LLI Z:5mLLjaf LmLj < C.5 Uj _5 -C uj LLJ _j uj _9 LLJ _j uj n L �W _j C.5 LLJ _j >: LLJ >- uj _j co a Lq m w m Ll - L� I _10CD LLJ f3f LLJ LLJ LLj Ld :z:z < '). < a LLj _j x LAj < to LLJ cl La Q 'Z� c� 0c) 'c -L, _g= < �> :z LJOLLIV) LLJ 'I c� 0*0 uj cq c V_ co _j < V) > r- + + 104 cn uj + + C_ + LLJ __j < W oo w:m:m5Z 8 'o r- OD Lcc") r--: m I 00 EXISTING CENTERL NE--) LLJ C6 cj + MLLJ U_j LLI + + + + + LL, + y PROPOS D CENTERLINE jc-) c d W LLJ Ld < F- Ck; - - - - - - - - (3 -:4 13� Inn i -L If:<m - - - - - - / V) c m CL; U) (Dmwm V) (L V) V-) a: V) Uzi: L J 'L V-) F- EXIS TING CENTERLINE CIL EXIISTING z __Z� c _.- - - - 1 -1 ---------- __-f ------- -- -------------------------------------- S A 0.25 -%- NORTH FLOMUNE S 0.?0% U) fm ------------ ------ ------ ------------------- S -_ = 0.25% LE ISTING GROUND LEXI NG NOt FLOWIINE Z 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. @ EXIS11NG 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 UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. EE) FURNISH & INSTALL STREET UGHT-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) 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 10 11 12 13 14 15 16 17 18 19 10 11 12 13 14 15 16 17 18 19 364 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 346 362 -360 358 0- __j 00 __j uj R) I 356 SI EXISTING CENTEf LINE-� EXIST] qG SOUTH FLOWLINE ------------------------------ SOU-111 FLOWLINE ------- ------------------------- --- ------- S ).25% --------------- -------------------- S 0.47% S=o. ------------------------------------------------- 9 5% ------ I - ------- ------------ I EXISTING SOUTH FLOf& 352 \-EXISTING GROUND INE --Z' 0 CENTE'UNE z:lz 350 D I D A" 10 11 12 LEGEND (Q0NT.)_-. Rl-1 IL -01 LENGTH "Rl-l* - STOP *S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY DELTA *R5-1" - DO NOT ENTER -W31(CA)- - END 1982.00' *R26(CA)* - NO PARKING *Wl4-1* - DEAD END 24.38' *R3 -5R" - RIGHT TURN ONLY Wl4-2" - NO OUTLET 0 *R4-7" - KEEP RIGHT W1-7" - DOUBLE ARROW 7.92' *R81(CA)* - BIKE LANE *Wl-6* - SINGLE ARROW 45-22'02* "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW -D- NEW STORM DRAIN LINE - REFER TO SEWER 4.22' AND STORM DRAIN PLANS (a) CONSTRUCT CATCH BASIN TYPE *A* 15.00' PER C.O.B. STD. D-14. 00-25'56' EXISTING CATCH BASIN 10.00' EXISTING STORM DRAIN LINE D- 45-46'46" EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT m m m � m TRACT BOUNDARY 2000.00' 87.59' 43.80' 02'30'33* 2000.00' 81.68' 40.84' 02'20'24' 2000.00 39556 Lq 11-19 55_ c 83.58' 52.26' 187*04!20* CN La 10.00' 7.99' 4.22' 45-46'35" 10.00' 7.92' 4.18' 45-22"13" (9 12012.00' 10.00' 5.00' 00-17"05: @ I iOl 8.00'1164.76' , 82.43' C> co C_.� ro Z5 C, >: >_ Lo w u Q_ C�l >: uj U) Ld Lq cr; =5 u n +n CD W) uj _j co a Lq m co cl 104 cn uj + + C_ + d EXISTING CENTERL NE--) C6 cj PROPOS D CENTERLINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - / EXISTING CI-CENTERI GROUND - KIE z __Z� 10 11 12 13 14 15 16 17 18 19 364 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 346 362 -360 358 0- __j 00 __j uj R) I 356 SI EXISTING CENTEf LINE-� EXIST] qG SOUTH FLOWLINE ------------------------------ SOU-111 FLOWLINE ------- ------------------------- --- ------- S ).25% --------------- -------------------- S 0.47% S=o. ------------------------------------------------- 9 5% ------ I - ------- ------------ I EXISTING SOUTH FLOf& 352 \-EXISTING GROUND INE --Z' 0 CENTE'UNE z:lz 350 D I D A" 10 11 12 LEGEND (Q0NT.)_-. Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LENGTH "Rl-l* - STOP *S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY DELTA *R5-1" - DO NOT ENTER -W31(CA)- - END 1982.00' *R26(CA)* - NO PARKING *Wl4-1* - DEAD END 24.38' *R3 -5R" - RIGHT TURN ONLY Wl4-2" - NO OUTLET 0 *R4-7" - KEEP RIGHT W1-7" - DOUBLE ARROW 7.92' *R81(CA)* - BIKE LANE *Wl-6* - SINGLE ARROW 45-22'02* "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW -D- NEW STORM DRAIN LINE - REFER TO SEWER 4.22' AND STORM DRAIN PLANS (a) CONSTRUCT CATCH BASIN TYPE *A* 15.00' PER C.O.B. STD. D-14. 00-25'56' EXISTING CATCH BASIN 10.00' EXISTING STORM DRAIN LINE D- 45-46'46" EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT m m m � m TRACT BOUNDARY - - - - - - PHASE BOUNDARY 13 14 LEGEND (CONT.): (D CURVE NUMBER FOR CURVE DESCRIPTION q� ITEM OF WORK - SEE SCHEDULE in 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 M2 I ILK SHEET WHERE SECTION IS S[iO'u*&Wl: 15 16 17 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 18 19 REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER 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 FINISHEI PAVEMENT GRADE. /�N N. �V� v e Aw C A5�9 04 /-I;j VIJ t -r -7 D 1-1/ 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 SEC11ONS 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" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES SEWER CLEANOUT TO FINISHED GRADE. N6. ILI IiZ� 7;, N"l, CQ" L.j w 2-, CD 2! w M aJRVE TABLE STAMNING TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 1982.00' 48.76' 24.38' 01 '24'35* 0 10.00' 7.92' 4.18' 45-22'02* 0) 10.00' 7.99' 4.22' 45-46'46" (a) 1988.00' 15.00' 7.50' 00-25'56' (a) 10.00' 7.99' 4.22' 45-46'46" 10.00' 7.92' 4.18' 4522'02" 2000.00' 223.74' 111.99' 06-2435 2000.00' 87.59' 43.80' 02'30'33* 2000.00' 81.68' 40.84' 02'20'24' 2000.00 39556 198.43 11-19 55_ 55.00' 83.58' 52.26' 187*04!20* 10.00' 7.99' 4.22' 45-46'35" 10.00' 7.92' 4.18' 45-22"13" (9 12012.00' 10.00' 5.00' 00-17"05: @ I iOl 8.00'1164.76' , 82.43' 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 SEC11ONS 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" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES SEWER CLEANOUT TO FINISHED GRADE. N6. ILI IiZ� 7;, N"l, CQ" L.j w 2-, CD 2! w M STAMNING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION ffl P.R.C. STA. 11+56.48, 15.01LT. STA. 11+56.85, F.L. P.C.C. STA. 11+63.70, 12.00LT. STA. 11+64.84, F.L. P.C.C. STA. 11+78.79, 12.00LT. STA. 11+79.84, F.L. z TP.R.C. STA. 11+86.01, 15.01LT I STA. 11+87.83, F.L_ 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 SEC11ONS 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" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES SEWER CLEANOUT TO FINISHED GRADE. N6. ILI IiZ� 7;, N"l, CQ" L.j w 2-, CD 2! w M (n z 0 (h > W C> C_.� C, PORTION OF EX. C/G TO BE REMOVED AND REPLACED SEE SHEET 18 a, 14 EX. 18" DRAIN q INTERSECTION STA. 10+00.00, C.L. LEMON LILY DR.= STA. 29+65.52, WHITE ALDER AVE. m cr E.C.R. uj STA. 10+37.27, C.L. 12.00LT.= 30 29 STA. 10+37.27, F.L. V) V) -i UNIT 6 V) C> F_: F-. -ju MITE ALDER AVENUE Cp Pi loll U N I T 2 x c� n c5") u F--: i __j SPIREA STREET SEE SHEET 16 C5 BLUEBELL PLACE c-, :z '011 -1 c� c� ow 18' 18' ui C> SEE SHEET 11 ui q 27 26 ?2 �2 M SEE PREVIOUSLY APPROVED m 0 m c"I ui STREET PLANS PER TR. 6448 _j_j 11 uj g-: C'i 1130' 30'11 ui _j 30' 30'1 30, 30 If C3 LL: 6LII.: du: M U- 18' 18' C14 C14W I -i -4 -if - Qu_ af 33 < __j L�: , -i (6 1-i u- 28 -A u- '>6 Q6 18' 18' m no LL: C4 C4 32 :-j 31 LL: C"i . (3u- (6 Of 4'a; t 00 >< C) C) * �'c 9T; 1 1 1 ailli 'n O� cq >- cl� 00 Li cs".;f:, >� cg �' >- '; c� < .-: cq < to 0 -Fe nro ' >- 'i - >_ I >_ J >- n (n '4- 04>- cy;ca lc!c� U 10 cc < 00 ui < 0) 1 1 5 1 6 L0 cy) CO < 0) 2 if 3 ++ < < < " C) M >< W) 3: m An of -4-LO (0 It C> uj + r_0 0 Lou*) LLj + w + + _3 ++ Im ++ 00co cs L6 39: n 3: 0 C) C+' CD uj + �9: + =3 Lu + CN Ld + > �2 4 LLJ RJ + > uj r_ 00 21- ++ - > co > C4 U"i m LO LO uj LOLO Im ++ SEE PREVID�SLY APPROVED vrl:: L'i ;� I I" - m ++ 00 < �2�2 ch� + �) m. �2 + ��! r 1 8 1-1-ea0f 'uh 213� ce I 1�z cr, - CI n ' wr + < i ;� LL' t�� I STREET PLA S PER TR. 6448 cmn' 'e C) < -ce :11 , In z: (i) to (-:)J V) u);z a ck F- :Z< F- m �- - - I I CI ui c- E�)' U) (nu) Q V)U) 1_�_ CD 9 U) C -3i cn C; 9 0 U") u < V) F_ uj UM C-31 U)V) CD V) U) IL M < 10 C> 11 V) c3i V)V)/ 9 F_ 1) :z Z! rp p7c V) SIDEWALK EX_ DRIVEWAY rEX TYPICAL /-EX. PA IVLWAY )ICAL L 7 �=_ '�� I _j"/1 +I i L uj _zz Z - - - - - - - -i r 18" DRAIN 00 12 ET Z/G - - - - - - - - - - Lau LLQA _z q INTERSEC11ON 4 4 - - - - - - - - - - CD jum - I EX. C/GZ;O'- STA. 19+50.57, C.L. LEMON LILY DR.= 4.20' D -D ��Ar�D EX. CROSS GUTTER 14+00 270.43' TYP EX. 8" S�WER, 12 STA. 16+21.70, C.L. SPIREA STREET 89*29'48"E-12+00 S_ s 8 - - — - — - EX. f I! t5C �j 0 4 1 4 'X. CROSS GUTI " S"E �) +00 950.57' WER EX. 8" SEWER -EiRt 710 18' 19+00 1 EXIST. PAVEMENT--\, EX. C/ 15 8 S WER s ---'X —' R-365.94 z- - - - - - - - - - -.1 LEGO D: ' 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. EXIS11NG 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. <D- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS loom CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) UNIT 6 11 _j f-: !2 L2 1, _j LZ I _j RADIUS 16 130' 30'11 1 PORTION OF EX. C/G TO BE REMOVED C-4 "� to d - - AND REPLACED (�k SEE SHEET 18 MITE ALDER AVENUE SEE SHEET 16 39.09' -E.C.R. STA. 10+36.73, C.L. 12.00RT.= c� n u') "') C'i c' ro , " STA. 10+36.73, F.L. UNIT 6 11 _j f-: !2 L2 1, _j LZ I _j RADIUS _j LZ _j u: DELTA C-4 "� to d - - 25.18' (�k -1 25.00' 39.09' I c� n u') "') C'i c' ro , " to " L6 39.27' 25.00' - c! > px� 10.00' U-) < 10 ��: + + 45*3423" ro + 358 —S— z: 05 11 Lu uj C, >: --J :�: __j .-I-j L'i - Lu + :� - < m b _u cn L' i� < < 5; �j cn c") :V) uj 0000 __j roto L': c") C-5 ++ _j < L-, 17 U- 1 8 Ld Of 19 354 >� M 0�: uj CL Of X Li bi 01.1 uwi w (02 Cl ei-j V)V,) _;'- r-1 I O� 352 UNIT 6 362 CURVE TABU LEGEND (CONT.): CURVE RADIUS LENGTH TANGENT DELTA 0 25.00' 39.45' 25.18' 90-25'09" 0 25.00' 39.09' 24.82' 89-3451" 0 25.00' 39.27' 25.00' 90'00'00" (D , 10.00' 7.95' 4.20' 45*3423" 362 346 20 LEGEND (CONT.): R1-1 U-) 362 *R1-1" - STOP *S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" - DO NOT ENTER -W31(CA)- - END 360 - R26(CA)- - NO PARKING W14-1* - DEAD END *R3 -5R* - RIGHT TURN ONLY :W14-2* - NO OUTLET 358 "R4-7" - KEEP RIGHT W1-7* - DOUBLE ARROW 360 C. "I: 356 lz; 354 NEW STORM DRAIN LINE - REFER TO SEWER 352 AND STORM DRAIN PLANS "A" 350 CONSTRUCT CATCH BASIN TYPE V-) PER C.O.B. STD. D-14. 346 ro D- 358 —S— EXISTING SEWER LINE G __j .-I-j L'i 1 EXISTING SEWER CLEANOUT C) _u cn L' i� 356 5; �j uj c") C-5 U- Ld Of 354 bi Of X Li bi co uwi w (02 Cl I O� 352 c) CC Do 0 cy; s _Z!2, 6% 350 LO In ro n c5 c 348 >: 'j CD Z) LQ _5 LJ Ld V) :z + Li 346- 10 362 360 358 356 354 — — — — — — — — — — -- — — — — — — — — — — — — — "I I -1 % - — — — — — — A2 JMW — — — 2= PRIM /_j _j 2 If EX 1771 PA r I I - __j _j �_z _j F-: SIDEWALKF' EX. P >_1L _j U- W Z_ 7 L.L 1 (0 CD 10 C6 01 _j_' C) r -�t C) C> EX. DRIVEWAY 4 C> io 4 06 TYPICAL C) < mm - >_ 1 4 1 Id: - CD oui < 0') m n If C:) + + < _j _j 3: (m < i_j C.D '0 3: + + + + + + 3: 'D ui C'4 C'4 _j _j I m 11 3 u: 1, Lu + .4-1 LLJ + ir ui Ci u: ui C'4 to - - - ck:� U-2 >- n ck: w 8 w Z;4- 5 CD c� (Oa C14 3 1 I- F- Q3j co U) e C-4 1-1 11 315 L<Li t0u) U-) Ln C --)j t__ En 3 1,3011 U) :z PO 1 18' 18' 1 1 1 18' + + 83 Al _!_j I I I Li 1 36 35 34 1 33 32 "c , I �' , �- I -<, -- i 0 C6, + + 04 CNI 4C5 LLJ ULL: m LL) TC) 22 20 21 -ce _�e 23 24 V) + O<f F- F-- 25 ;o4� BUTTERCUP PLACE w nc:) u V) V) r-�4 SEE PREVIOUSLY APPROVED SPIREA STREET CD v)(n w __ V) cn "' STREET PLANS PER TR. 6448 SEE PREVIOUSLY APPROVED CONSTRUCT NEW ++ U N I T 2 STREET PLANS PER TR. 6448 i�;� "Cnv) AC PAVING PER NOTE 2 C3 cd U)V,) LEMON LILY DRIVE N I (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE- ROUGH GRADING HAS BEN PERFORMED 00 co 12 13 14 15 16 17 18 19 362 360 358 356 354 352 350 348 346 20 LEGEND (CONT.): R1-1 U-) 362 *R1-1" - STOP *S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" - DO NOT ENTER -W31(CA)- - END 360 - R26(CA)- - NO PARKING W14-1* - DEAD END *R3 -5R* - RIGHT TURN ONLY :W14-2* - NO OUTLET 358 "R4-7" - KEEP RIGHT W1-7* - DOUBLE ARROW C. "I: 356 *W3-3* - SIGNAL AHEAD 'W1-1* - CURVE ARROW 354 NEW STORM DRAIN LINE - REFER TO SEWER 352 AND STORM DRAIN PLANS "A" 350 CONSTRUCT CATCH BASIN TYPE V-) PER C.O.B. STD. D-14. 346 EXIS11NO CATCH BASIN D- EXISTING STORM DRAIN LINE —S— EXISTING SEWER LINE G EXISTING TORM DRAIN MANHOLE (s EXISTING SEWER MANHOLE Q EXISTING SEWER CLEANOUT cn 5; �j D W C-5 U- LLJ uj bi Of bi co ui I O� L", c) CC Do 0 cy; LO In ro n c5 c >: 'j CD Z) LQ _5 LJ Ld V) :z + Li Li F-_ u� >; _j w 14 UJ -i Lu Iw - > uj LAJ 5-< n LO w +n LD a] m I+ n LLJ _j a- _j LLJ u c� " I I I 'i I ui _j K m c4 __j ui r I- ,, :DIV) Ck I I Ld u-) __j w -i uj > n Ib '�e m LJ t L m + Lu 00 < CD U) Li uj 1-- U� LLJ c; C) M -L> Lw- u; CD op M --j 2: < It— LLI Lu L0 elf + TING cEN TERLINE �- I >� =) 06 c'j C) �!e I w + m + M 1(n -H c� 00 ID + (-EXi :D If) ui ( D + U LU V) C) a ----- + I CE -t- �2 Lu + < U-) m �j n - --------------- ------ 6.63� C -3i M j. j m C) < r7 C+ C -i U) — - — - ---------- ----- ------ -------- ------------------ W ui rl c _50 w I < I-_ EXIS11 NG CENTERLII IE WSTING NORTH FLOWLINE-1. m (n L J U) - --------------- ---------- q ----------- = o-62 < ry C4 cn -cc XF- (D cn <� cn - f - 0.6 1-- x F-cui _QXISTING EX1311NG NORTH FLO%L'NE---' CD V) PROPOSED C NTERLINE -- ---- 0.25�, ----- S 0 25% (n u)z CENTERLINE — — — — — — — — — — — — — — S = 0. 6% EXISTING GROUND — — — — — ISTING SDUTH FL(WLINE S 0" 1% ------- -- GROUND 0 CE 4TERLINE 12 WIDE EX STING G SOUT F69wu LO S 0.25% GU TTER 0 CENTERLI 4E GROSS STING 12' WIDE 12 13 14 15 16 17 18 19 362 360 358 356 354 352 350 348 352 S 350 348 346— 1 1 0 J01- 360 358 356 354 352 350 348 "AAR 12 13 14 15 16 17 18 19 362 360 356 354 352 350 .j"m 19 346 20 LEGEND (CONT.): R1-1 U-) 362 *R1-1" - STOP *S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" - DO NOT ENTER -W31(CA)- - END 360 - R26(CA)- - NO PARKING W14-1* - DEAD END *R3 -5R* - RIGHT TURN ONLY :W14-2* - NO OUTLET 358 "R4-7" - KEEP RIGHT W1-7* - DOUBLE ARROW C. "I: 356 *W3-3* - SIGNAL AHEAD 'W1-1* - CURVE ARROW 354 NEW STORM DRAIN LINE - REFER TO SEWER 352 AND STORM DRAIN PLANS "A" 350 CONSTRUCT CATCH BASIN TYPE V-) PER C.O.B. STD. D-14. 346 352 S 350 348 346— 1 1 0 J01- 360 358 356 354 352 350 348 "AAR 12 13 14 15 16 17 18 19 362 360 356 354 352 350 .j"m 19 10 11 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 "R5-1" - DO NOT ENTER -W31(CA)- - END - R26(CA)- - NO PARKING W14-1* - DEAD END *R3 -5R* - RIGHT TURN ONLY :W14-2* - NO OUTLET LO "R4-7" - KEEP RIGHT W1-7* - DOUBLE ARROW C. "I: *W3-3* - SIGNAL AHEAD 'W1-1* - CURVE ARROW D- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS "A" CONSTRUCT CATCH BASIN TYPE V-) PER C.O.B. STD. D-14. C_J EXIS11NO CATCH BASIN D- EXISTING STORM DRAIN LINE —S— EXISTING SEWER LINE G EXISTING TORM DRAIN MANHOLE (s EXISTING SEWER MANHOLE Q EXISTING SEWER CLEANOUT cn 5; �j W C-5 uj bi Of bi co ui LO Lq LO In ro n c5 c >: >: Li UJI Ld V) Li Li F-_ u� >; _j w -i Lu LU LAJ 5-< n LO w +n LD -::t:, LLJ _j a- _j LLJ u c� " I I I 'i I ui r I- ,, I I Ld u-) __j w -i uj > n Ib '�e t L m + Lu 00 Li uj 1-- U� LLJ c; C) M -L> Lw- u; --j 2: < It— LLI Lu L0 elf + F-- �� - I >� =) 06 c'j C) �!e I w + m + M 1(n -H c� 00 ID + :D If) ui ( D + U LU V) C) a Lj cr + I CE -t- �2 Lu + < U-) m �j n La cq C -3i M + C�' m C) < C+ C -i U) 'j C, < 1: W ui rl c _50 w I < I-_ EXIS11 NG CENTERLII IE m (n < ry C4 cn -cc XF- (D cn <� cn - f - ---------- 1-- x F-cui _QXISTING CD V) PROPOSED C NTERLINE -- ---- ----- S 0 25% (n u)z CENTERLINE — — — — — — — — — — — — — — S = 0. 6% _'�::EXISTING — — — — — ISTING SDUTH FL(WLINE S 0" 1% ------- -- GROUND 7. :F)GST G SOUT F69wu LO S 0.25% 0 CENTERLI 4E STING 12' WIDE INI) >_ 352 S 350 348 346— 1 1 0 J01- 360 358 356 354 352 350 348 "AAR 12 13 14 15 16 17 18 19 362 360 356 354 352 350 .j"m 19 TRACT BOUNDARY PHASE BOUNDARY 12 13 LEGEND (CONT.): CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE mi FLOWLINE STATION - SEE TABI F NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 SHEET MERE SECTION IS SHOM 14 15 16 CONSTRUCT10N NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 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. 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. TYPICAL CORNER — SEE DETAIL ON SHEET 10. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. twLy 19 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 TO FINISHED GRADE. If 0 k vv% R- 1 ;1 E C 0 D D 10 11 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 "R5-1" - DO NOT ENTER -W31(CA)- - END - R26(CA)- - NO PARKING W14-1* - DEAD END *R3 -5R* - RIGHT TURN ONLY :W14-2* - NO OUTLET LO "R4-7" - KEEP RIGHT W1-7* - DOUBLE ARROW C. "I: *W3-3* - SIGNAL AHEAD 'W1-1* - CURVE ARROW D- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS "A" CONSTRUCT CATCH BASIN TYPE CD PER C.O.B. STD. D-14. EXIS11NO CATCH BASIN D- EXISTING STORM DRAIN LINE —S— EXISTING SEWER LINE G EXISTING TORM DRAIN MANHOLE (s EXISTING SEWER MANHOLE Q EXISTING SEWER CLEANOUT cn 5; �j W C-5 uj bi Of ui n c5 c Ld Li LU LAJ LLJ _j a- _j LLJ 'i > [7a CID < Li uj 1-- M 0c;L < bj c� F-- �� - I >� =) 06 c'j I w 00 ID + :D If) ui ( D + I I + < m �j n La cq C -3i cr (n C+ 'j C, < 1: Y) m c _50 w I < I-_ EXIS11 NG CENTERLII IE < ry C3 0 <� cn - f - ---------- 1-- x F-cui CD V) ----- ----------- (n u)z ____ ----------------- _0_._6_ 2 % ISTING SDUTH FL(WLINE S 0" 1% ------- -- S = OT 7. :F)GST G SOUT F69wu S 0.25% STING 12' WIDE INI) >_ _"WENTERLINE Lk I U.> 70S= 'TER m L 1(n TRACT BOUNDARY PHASE BOUNDARY 12 13 LEGEND (CONT.): CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE mi FLOWLINE STATION - SEE TABI F NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 SHEET MERE SECTION IS SHOM 14 15 16 CONSTRUCT10N NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 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. 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. TYPICAL CORNER — SEE DETAIL ON SHEET 10. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. twLy 19 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 TO FINISHED GRADE. If 0 k vv% R- 1 ;1 E C 0 D D 10 11 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 "R5-1" - DO NOT ENTER -W31(CA)- - END - R26(CA)- - NO PARKING W14-1* - DEAD END *R3 -5R* - RIGHT TURN ONLY :W14-2* - NO OUTLET "R4-7" - KEEP RIGHT W1-7* - DOUBLE ARROW *R81(CA)" - BIKE LANE *WI -6" - SINGLE ARROW *W3-3* - SIGNAL AHEAD 'W1-1* - 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. EXIS11NO CATCH BASIN D- EXISTING STORM DRAIN LINE —S— EXISTING SEWER LINE G EXISTING TORM DRAIN MANHOLE (s EXISTING SEWER MANHOLE Q EXISTING SEWER CLEANOUT TRACT BOUNDARY PHASE BOUNDARY 12 13 LEGEND (CONT.): CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE mi FLOWLINE STATION - SEE TABI F NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 SHEET MERE SECTION IS SHOM 14 15 16 CONSTRUCT10N NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 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. 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. TYPICAL CORNER — SEE DETAIL ON SHEET 10. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. twLy 19 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 TO FINISHED GRADE. If 0 k vv% R- 1 ;1 E C 0 D D i C� cn z 2 cn 5; �j W C-5 Lu Of ui i EX. STORM DRAIN EASEMENT PER DOG. NO. 0206001828, DATED 01/04/2006, O.R. 2 V� � INTERSECTION STA. 10+00.00, C.L. TRUMPETVINE PL.= STA. 26+85.51, C.L. WHITE ALDEN AVE. 4 WHITE ALDER AVENUE SEE SHEETS 14 & 15 30�N 13 1 1 )Io V, goo `;n, 19 >� X_ L�j W I I ! 10 :: in 71:� uj C) (@2 39 30 28 v-_1 �� F_: 11 If 11 if. If __j H KI IT 7 IV-) j Ln [I. _j 5; I— W-41 c� C3 I _j _j — >< __j >< c� CD C� C� C3 27 W CD w BUTTERCUP PLACE SPIREA STREET c6 c� c� _j C> p C> SEE PREVIOUSLY APPROVED SEE PREVIOUSLY APPROVED co C14 I cli 00 = 06 m 25 of < U N I T 2 _j U— u _j _j STREET PLANS PER TR. 6448 STREET PLANS PER TR. 6448 _j _j < _j I I 0LL: LL: _j_j _j_j -j-j -i-i _j < -j-j _j_j 30'- 30'! 1 _j _j OLZ du: (3LZ (3LZ u: _j Q _j c3d C'i Ldr,: C5 L� C5 C5 LZI cs CN r,:c4 ��+z u: >- _dr 18' 18 130' 1 n < ,d7 < 28 30'_ 1 .c'! Lo— P? --:n> Ai c' 26 27 29 3 0 3 V3 nj < cncli nco 6 10 '6 U C) n < < < < + + Ld + Lo (oko Z, z (D ui OD + + cd P6 3: 6 3: r -OD U)m W� r- 6 1 IQL��;CAPE U> uj ++ ++L, V) EX. FAVEMENT =5 ++ ++ ;:;3 w + - ++ co A + �2 cl + "Cli c1jc14 C14" 0404:> cr Er Of -�2 + 'URB, "U'l Q� + + ui u , 1 1 'IT rr I I m - Lo SEE PREVIOUSLY APPROVED vcr� -ce4 c� <e LJ < 3 . . �2 , , AND SIDEWALK F-4- << n < .4 f. - u, v"', cncn uj Mv) V) CD Lo 4i 0 �,< - 2 v- I STREET PLANS PER TR. 6448 V)V) Lu V)V) V) <1 V) _c� cz�l V) I I =) V) V)V) I n C> V) C6 uj r6 I. � , z, ,, (f I V) V) E S5 EX. P/L-\ C) EX DRIVEWAY 4+ V) P/L rQ IF-\ P/L T�p*!CAL 2 7 EX. L _j _j v - - - - - - - - - -- I F_ F 13 TYP. SE low_ - - - - - - - - - C INTERSECTION EX, 8" SEWER, 3 3 FX, 6 WER ilt 19,64' 4 EX, 6" SEWE'R EX. SIDEWALK FY --t L_ � L, 1 1 Z� �20 - - A" VW17P LL�l I I --, I I �_ —4 STA. 19+50.57, C.L. TRUMPETVINE PL.= 1 7. s —363.89 3 S8929�48�i_E_ I STA. 13+41.69, C.L. SPIREA STREET 21 n I N - 15+00 r -EX, C/G fu-rvv 950, 19+00 1 9 C::, 00 12+00 �_,? I - - t- — 17+00 —1- 3 3 13+ o 8 14+00 12 57' 18+00 T EX PAVEIAEN EX, SIDEWALK ... - - - - - - - - - - - - - - - - - - - - - 7 15 L J L 4-- - - - - J L12 N J F_ —1 r— —4, C3 X, P /L _j 2 _j 11 1 11 r 4� if� Lj F.- __j ILZ _j _j PA _j C) F --EX. DRIVEWAY IL LL:1 C6 U- TYPICAL C> c, Ld IL13 '.., (y 0 C) cr� _j " " >- co uio_ SEE PREV10 < �o >_ 1.4.7 ;�a CURB, CUT -E- C) Ld Lo c, EX. PAVE USL� APPROVED > c� m < c,� 0cf" STREET PLANS PER TR. 6448 4- 1 18' 1 m. J1 I + +3__ 04 + , Ir + _j _j + + + + AND SIDEWAL' ujr) K v) n - ujof uu_ du: du: a_uj 130' ;1 0,11 < Lor- i cl� + _j _j 17 5 _j nn _.J� 1+ 1 23 22 21 1 020 19 18 Z_ ron 11 18' 1 118' f + + W)LD - _. i to c14 U) C=w V) V) C6 uj -1 V" m If C:,. j En 18 V) to cor- o0co v�oi 30' ++ _+. + + + + + r, r� C> + + + + ::;:: -- I I I 1 1 1 1 od F30' mop < z MITE ALDER AVENUE ' -2 :�_� _- !)7 TAHAMA WAY ode cj ,e< 2 SEE SHEET 115 24 25 SPIREA STREET uj vXn C6 C6 V)En Uj CnLo SEE PREVIOUSLY APPROVED u (66 ui V)V) cnv) m V)V) uj v)(n STREET PLANS PER TR. 6448 uj CDC) ov) + + U N I T 2 SEE PREVIOUSLY APPROVED CONSTRUCT NEW STREET PLANS PER TR. 6448 E.C. AC PAVING PER NOTE: 2 z 2 72�& STA. 11+52.14, C.L. 12.00RT. 23 AV11- STA. 11+55.37, F.L. C.01 vX0 UNIT 7 2 TRUMPETVINE PLACE ( p PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 362 360 358 356 354 352 350 348 346 K7.111 362 360 358 356 354 352 350 362 360 358 356 354 352 350 348 346 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 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/C 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. c::- 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 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 1" = 5' VERTICAL NO1E* ROUGH GRADING HAS BEEN PERFORMED lu 11 1z 13 14 15 16 17 18 19 st Im- Lo W) n C) CD ro Lo 11� r- P3 C_� v-,- n 11; U4 c" CN An- Ac��__ to r) �; ::�; uj ujl __j __j Lo cli _u rno I I >: uj _j m n > w __j uji ui -it uj < _j to Do C_� if -)- F "R3 -5R" - RIGHT TURN ONLY W14-2" - NO OUTLET P.R.C. "R4-7* - KEEP RIGHT W1 _7* - DOUBLE ARROW >: uj �:; Lu cli w- rm� I ..j 1 'i :;; Lu Q- ui _j 0 _j -L�jf AND STORM DRAIN PLANS ui __j I L_ CONSTRUCT CATCH BASIN TYPE "A" r 1 1 __j _j w w w __j w LIP - EN I- Ci I- < EXISTING STORM DRAIN LINE STA. 10+54.68, F.L. EXISTING SEWER LINE CD,) EXISTING TORM DRAIN MANHOLE UJ ui >_ a' < tx±- X to L, dpo C5 CR < STA. 11+78.32, F.L. 30 w wi La STA. 13+71.15, F.L. P LLJ 0 z UNIT BOUNDARY STA. 13+69.64, 12.46RT. STA. 13+76.06, F.L. B.C.R. STA. 13+82.64, 12.00RT. STA. 13+89.10, F.L. C> u z - 0 z L0 a. >; Lu T to to tp n to "A- + + + (D n + C, m + c� �6 _r_ + t + (6 + LL z i _j _3 ui ui Lu fl- Z + n CD m co m m" m r+1 1+ <1 _zjj_c� 1< l< < cl� r- cj! r- CN m r- n C3 co, cn m! -j-i LD cr 00 < to C3 Lo 4 C -i M-><, =LU Q6_ 01 Fl- L0 :2 a- ::)I fy V) 'j Z I v) u Ld < V) m r Vw) . V) m V) C6 ij!) a- V) 4J V) rKUPGSED SOU 1H U-) ro + uj + + + c; - m V) 0- n) L/) w or. +1 m V) + + + + I +f-) 0 n >: t EXISTING CF'NTERLINE :D -- i --------- ---------- -------- L0 .6 W ij c, 0 — -ce cr c� L5 IJ u L�i� U) C6 a: V) cli < I- V) 0.25 % I t5 C6 0- Ice - �i V) - _:e c� C3 LLJ R I <-9 4 --------- J, ---------- 4--- ------- --------------------- --t m --- --------- �OUTH LLJ 2c E XISTING cENTERLIN Er w ------ S 0.25% EL z a .0 t -4- m cr S 0.25 LXIti I IN(;- cc NTERLI PROPOSED NORTH FLOWLINE ---------_----- ------ S ------ ------------------- 0.25% -------- -4 I ------------------------------------- WLINL - ------- 1 EXISTING, -------- NORTH FLO --------- -------------------- --------- ---------- S % S 0, �ft c" UJ U) —4— C14 r_ cq co �n 0 C NTERLINE1 01 < uj, uj _j __j --Uy fa po W r) Lu pi < L4 V) V) 'd- CN lu 11 1z 13 14 15 16 17 18 19 10 11 12 13 DID 14 15 16 17 18 19 I- C3 U-) 0 5;-, U-) n to n T") cli Lo 11� r- P3 C_� v-,- to po (_� 60- >; T n I? 7 "R5-1" - DO NOT ENTER "W31(CA)" - END co C_� ui C-� - - < af - � to Do C_� if -)- F "R3 -5R" - RIGHT TURN ONLY W14-2" - NO OUTLET P.R.C. "R4-7* - KEEP RIGHT W1 _7* - DOUBLE ARROW >: uj �:; Lu cli w- rm� I ..j 1 'i :;; Lu Q- ui _j 0 _j -L�jf AND STORM DRAIN PLANS ui __j I L_ CONSTRUCT CATCH BASIN TYPE "A" r 1 1 __j _j w w w __j w LIP - EN I- Ci I- < EXISTING STORM DRAIN LINE STA. 10+54.68, F.L. EXISTING SEWER LINE CD,) EXISTING TORM DRAIN MANHOLE C5 >_ a' < tx±- X to L, dpo C5 CR < STA. 11+78.32, F.L. 30 P.R.C, STA. 13+65.49, 15.00RT. STA. 13+71.15, F.L. P LLJ 0 z UNIT BOUNDARY STA. 13+69.64, 12.46RT. STA. 13+76.06, F.L. B.C.R. STA. 13+82.64, 12.00RT. STA. 13+89.10, F.L. C> u z - 0 z L0 a. >; Lu T to to tp n to "A- + + + (D n + C, m + c� �6 _r_ + t + (6 + LL z + Z + n CD m co m m" m r+1 1+ <1 _zjj_c� 1< l< < Q6_ 01 Fl- L0 :2 V) 'j Z I v) u Ld < V) m r Vw) . V) m V) C6 ij!) a- V) 4J V) rKUPGSED SOU 1H VWLINL m V) 0- n) L/) w or. +1 m V) 7— m =3 v) t EXISTING CF'NTERLINE -- i --------- ---------- -------- L0 .6 W ij L s 0.25 % ------ ----- 4 --------- J, ---------- 4--- ------- --------------------- --t --- --------- �OUTH LLJ 2c LL, _j C�j r Er w ------ S 0.25% EL z a .0 t -4- m cr EXISTIN GROUND� T S_ =jO.51% s 0.51% E_XISTII FL WLINL ui c) C, -m 'T c" UJ U) —4— C14 r_ cq co �n 0 C NTERLINE1 01 < po W r) Lu pi < L4 V) V) PROPOSED CENTERLINE- 0.26% S 4- 6% EXISING CENTItRLINE 6STINAROUND @ CENTERLINE 10 11 12 13 DID 14 15 16 17 18 19 I- C3 U-) 0 5;-, U-) n to n T") cli Lo 11� r- P3 C_� v-,- to po (_� 60- >; T n I? 7 "R5-1" - DO NOT ENTER "W31(CA)" - END co C_� ui C-� - - < af - � to Do C_� if -)- F "R3 -5R" - RIGHT TURN ONLY W14-2" - NO OUTLET P.R.C. "R4-7* - KEEP RIGHT W1 _7* - DOUBLE ARROW >: uj �:; Lu uj to— w- rm� I ..j 1 'i :;; Lu Q- ui _j 0 _j -L�jf AND STORM DRAIN PLANS ui __j I L_ CONSTRUCT CATCH BASIN TYPE "A" r 1 1 __j _j w w w __j w LIP - EN I- Ci I- < EXISTING STORM DRAIN LINE STA. 10+54.68, F.L. EXISTING SEWER LINE CD,) EXISTING TORM DRAIN MANHOLE C5 >_ a' < tx±- X to L, dpo C5 CR < STA. 11+78.32, F.L. 30 P.R.C, STA. 13+65.49, 15.00RT. STA. 13+71.15, F.L. P LLJ 0 z UNIT BOUNDARY STA. 13+69.64, 12.46RT. STA. 13+76.06, F.L. B.C.R. STA. 13+82.64, 12.00RT. STA. 13+89.10, F.L. C> u z - 0 z Z) W a. >; Lu T to to tp n to "A- + + + (D n + C, m + c� �6 _r_ + t + (6 + LL z + Z + n CD m co m m" m r+1 1+ <1 _zjj_c� 1< l< < V) r= :2 V) 'j Z I v) c6 I < V) m r Vw) . V) m V) C6 ij!) a- V) 4J V) rKUPGSED SOU 1H VWLINL m V) 0- n) L/) w or. +1 m V) (�j m =3 v) EXISTING CF'NTERLINE -- i --------- ---------- -------- L0 .6 ij L s 0.25 % ------ ----- 4 --------- J, ---------- 4--- ------- --------------------- --t --- --------- �OUTH --------- ---------- Er w ------ S 0.25% EL EXISTIN GROUND� T S_ =jO.51% s 0.51% E_XISTII FL WLINL c" —4— C14 r_ cq co �n 0 C NTERLINE1 po W r) Lu pi < z1z lu 11 12 LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 39*45' 15*111' *R1-1" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY rot15*110' "R5-1" - DO NOT ENTER "W31(CA)" - END 89'34'51" "R26(CA)" - NO PARKING "W14-1" - DEAD END 10.00' 7.95' 4.20' "R3 -5R" - RIGHT TURN ONLY W14-2" - NO OUTLET P.R.C. "R4-7* - KEEP RIGHT W1 _7* - DOUBLE ARROW STA. 10+55.22, F.L. *R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW P.R.C. "W3-3" - SIGNAL AHEAD "Wl-l' - CURVE ARROW D NEW STORM DRAIN LINE - REFER TO SEWER P.R.C. AND STORM DRAIN PLANS ST A. 12+90.37, F.L. CONSTRUCT CATCH BASIN TYPE "A" B.C. PER C.O.B. STD. D-14. STA. 10+46,73, F.L. EXISTING CATCH BASIN P.R.C. EXISTING STORM DRAIN LINE STA. 10+54.68, F.L. EXISTING SEWER LINE CD,) EXISTING TORM DRAIN MANHOLE STA. 11+47.42, F.L. EXISTING SEWER MANHOLE P.R.C. EXISTING SEWER CLEANOUT TRACT BOUNDARY - — — — — — — — - PHASE BOUNDARY 13 14 LEGEND (CONT.): (D CURVE NUMBER FOR CURVE DESCRIPTION q)i ITEM OF WORK - SEE SCHEDULE in 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: SEC11ON LETTER -A 2 SHEET WERE SECTION IS SHOWN 15 16 17 CONSTRUMION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 18 19 REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER TO REMAIN. TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. �s TYPICAL CORNER - SEE DETAIL ON SHEET 10. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. vDT] CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA �9_ 39*45' 15*111' 90'15'01" rot15*110' 25.00' 39.09' 24.82' 89'34'51" STA. 10+47.27, 12.00LT 10.00' 7.95' 4.20' 45'34'23" 360 04 STAMNING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION m B.C. STA. 10+47.27, 12.00LT STA. 10+47.27, F.L. [_21 P.R.C. STA. 10+54,41, 15.00LT. STA. 10+55.22, F.L. P.R.C. STA. 12+57.04, 15. OOLT. STA. 12+59.47, F. L. 354 P.R.C. STA. 12+86.33, 15.00LT. ST A. 12+90.37, F.L. n5 B.C. STA. 10+46.73, 12.00RT. STA. 10+46,73, F.L. 350 P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. P.R.C. STA. 11+44.99, 15.00RT. STA. 11+47.42, F.L. P.R.C. STA. 11+74.28, 15.00RT. STA. 11+78.32, F.L. 30 P.R.C, STA. 13+65.49, 15.00RT. STA. 13+71.15, F.L. P LLJ 0 z UNIT BOUNDARY STA. 13+69.64, 12.46RT. STA. 13+76.06, F.L. B.C.R. STA. 13+82.64, 12.00RT. STA. 13+89.10, F.L. 360 04 358 W L 6 0 cj 355 REVISION r - Ld u APPROVED BY: ROGER A. McIWOSH DATE 354 R.C.E. 33322 EXP. 06/30/14 352 oz 350 REVISION Ir At- / YA-1 APPROVED BY: 4, Z q 04N SHAIW� A MN S I I -ATE' C.E. IV b 30 z IL 0 R.C.E. 32178 EXP. 12/31/14 � MI. 364 362 360 358 am -Ar%A ,#%F -r 352 350 362 358 356 354 352 350 348 346 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 SEWER CLEANOUT TO FINISHED GRADE. If 4, 11A� 7 0) 0 pr) pq 0) D 0 z oo of -q- 0 z LL. < _j _j < LLI pr) LLI 00 _j Ld 0 E o w CN Of LLJ m ro cn ro 0 11 0 N OD c"I z m cr . I L_!�_j F_R Ox\ 04 C,4 C14 V) W L 6 0 cj Ci c� 17 N fK CUR"DAE111 m 04 0 c*j r - Ld u oz z W OD v Z q z IL 0 ct P LLJ 0 z LLJ V) C> u z - 0 z Z) W a. z LL1 Lu 0 cc LL z 0 V) r= :2 V) 'j Z v) LLI 0 v) m =3 v) m c> L0 .6 Lj --t Er w LJ EL La Lo c" CD w w I CD 04 0 c*j r - oz z W OD v Z q z IL 0 ct P LLJ 0 z LLJ p > 0) z - 0 z Z) W a. LL1 Lu 0 cc LL z 0 z :2 V) 'j 0 v) CD w w I CD kX. STORM DRAIN EASEMENT "",:PER DOC. NO, 0206001828, DATED 01/04/2006, O.R. WHITE ALDER AVENUE IL _*�,=SEE SHEET 15 7 NOTES: BRI(X AREAS PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 30% BURGUNDY EX. STORM DRAIN EASEMENT 8 10% DARK IRON SPOT PER DOC. NO. 0206001828, BRICK PAVERS IN REGARD TO THEIR COLOR, THESE BRICKS DATED 01/04/2006, O.R. SEE NOTES AT LEFT - SHALL BE RANDOMLY SET THROUGHOUT EX. 18" 'RAIN --- u THEIR RESPECTIVE PATTERN. SEE SEWER AND STORM DR 'AIN PLAN FOR DETAIL PATTERNS SHALL BE AS FOLLOWS: ON THIS MANHOLE— RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING NTH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY NTH A Ek AD UHAIN SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER - - - - - - - - - COURSE SHALL BE ALL BURGUNDY COLOR. EX. 30" DRAIN- � INTERSECTION 9 STA. 10+00-00, C.L. BOTTLEBRUSH DR.= STA. 24+05.50, C.L. WHITE ALDEN AVE. BRICK PAVERS 8' D C) C� _j_j c:>c:> << ui Encn ui Uj LU C) Cl CD :> - C� C. lz� C� OLL NV 1113 A I LEF 111111 0—c P/L C117i U-3 Do 10 11' DELTA Q _j LL: 1 Ilz w af F -- (3 LZ 0 L,: 0 LL cj [no vi P -i 6,,T r_: 01 W X. STORM DRAIN EASEMENT 1 30' Ld- u") r-: to ED r-, r- (6,6 oq CR ro *- cl cc� __: " �OW— + PER DOC. NO. 0206001828, + + + + C> C)� ++ C> C) _+ C> C, DATED 01 /04/2006. OR WHITE ALDER AVENUE (3 SEE SHEET 15 LL� <<,3 En En C6 << Of IL -0- IE -n- a: �E< L> IE -n- Ic-n Lj Lo u, 362 360 358 356 354 352 350 348 346 364 362 360 358 356 K�l I 352 350 348 364 362 360 358 356 354 352 350 348 346 I - U N I T 7) inz: m: < W_j TAHAMA WAY in TAHAMAWAY 1-0 SEE PREVIOUSLY APPROVED c%j C) SEE PREVIOUSLY _j C3 STREET PLANS PER TR. 6448 -j 27 26 C-) APPROVED STREET C) C>P"3 p2z! M C> w c� uj c6 PLANS PER TR. 6448 o< or ML� _j _j . . u . I I I I -J_-j _j 30' 30'!! => _j_j 6 LZ LZ CiLL H I U (3LZ L _j _j _j j OLZ U) 4 U N I T LL (jo L -j 6 - !-/-, X C004 ui L- C) tom C5 0 _rcli < nu> "I C�c� mxo o6,-: 10 r_ cia-) �! + ++ + + + 4- co to + + wui C�l ) I 2 U N I T 1 MIX SEE PREVIOUSLY APPROVED 0-1 1- C)l IL I SPIREA STREET 4 ,ii Un-) 6 uj- V')V') STREET PLANS PER TR. 6448 1 V) uj V3(n SEE PREVIOUSLY APPROVED v V) U) En STREET PLANSPER TR. 6448 V) EX DRIVEWAY I �V77,�" f- p I C ik Ll EX, _j L TV SIDEWALK 9 i L 10 TER iT�Yyp 13i 11 4 8" DRAIN EX. 18" DPAN--, EX. C/G --3+0 D -134.67— —15+ DO- D YP.- 16+00 L�jj EX. 410 - Ll -EX._f- SEWER 2 C/ VVE P", 5 IN _5E 47-' p _X F Zl of EX. SIDEWALK 47 11 2 NL' 7,5 -4q;m �l 7b --�'vr "VEN 7 tlk- l_ F_ m - _� - - - 3� CD, CD 01 'b o 81 26 § in L/ > C) o6 Ljj Lo Lo o6 cr m m < EX, WALKWAY _j _j > _j _j Cju: C-4 9+uu X, >< LL: 0 1 >_ C> CIS .;J:td rz--r - w r \ 6 18, 1 _L 4— CD 1R' CD r- 5 o� iz� 12 -x6 �t64zi_ t,) od Mvi _j -.1 Cj PRIVATE PARK "K) n W) 5_< (3 o 1130' > i < + + + + + + + + + SEE PREVIOUSLY APPROVED :2:? !2:2 '2 n I I I > 0 cd C5 LANDSCAPE PLANS PER TR. 6448 FAWN LILY LANE r= U, cj SEE SHEET 12 lcr3 t: < C5 JEWEL FLOWER STREET IL w cli C) in En V) En V3 a- Env) uj in V) =11 w En + + SEE PREVIOUSLY APPROVED I I w -4- c> 5' 11 5 EX. STORM DRAIN EASEMENT /00"""'SEE SEPARATE STREET PLAN PER PER DOC. NO. 0206001828, 1L 23' 23' , 1 DATED 01/04/?006, O.R. 5TH BSTAN11AL CONFORMANCE '--'IV)V) — ; SU U N I T 4 35� FOR TRACT 6"8—UNIT 8 8 Dnolrlrl CODHQU rq%DIXIC N IT I P/L DESCRIPTION CURVE RADIUS H 11' DELTA Q 25.00' 39.45' 25.18' 90-25'09" 0 10. 00' 7.95- < 45-34'23- UNIT BOUNDARY 01 39. D9' - C> 89-34'51" c� 500,00' o6 5B.OD' 13*14'01" 500.00' 70.46' 35 29' 18 u U- U- L.: C3 59.75' 94-44'23" OCT-: .;FL6 STA. 12 18.30, F.L. j U-) to � r- 01 VA OD- 1-�-6 in I Lo L U-) 0 1:6 a- V) Ln LLJ UI _j I En m En inz: m: < W_j TAHAMA WAY in TAHAMAWAY 1-0 SEE PREVIOUSLY APPROVED c%j C) SEE PREVIOUSLY _j C3 STREET PLANS PER TR. 6448 -j 27 26 C-) APPROVED STREET C) C>P"3 p2z! M C> w c� uj c6 PLANS PER TR. 6448 o< or ML� _j _j . . u . I I I I -J_-j _j 30' 30'!! => _j_j 6 LZ LZ CiLL H I U (3LZ L _j _j _j j OLZ U) 4 U N I T LL (jo L -j 6 - !-/-, X C004 ui L- C) tom C5 0 _rcli < nu> "I C�c� mxo o6,-: 10 r_ cia-) �! + ++ + + + 4- co to + + wui C�l ) I 2 U N I T 1 MIX SEE PREVIOUSLY APPROVED 0-1 1- C)l IL I SPIREA STREET 4 ,ii Un-) 6 uj- V')V') STREET PLANS PER TR. 6448 1 V) uj V3(n SEE PREVIOUSLY APPROVED v V) U) En STREET PLANSPER TR. 6448 V) EX DRIVEWAY I �V77,�" f- p I C ik Ll EX, _j L TV SIDEWALK 9 i L 10 TER iT�Yyp 13i 11 4 8" DRAIN EX. 18" DPAN--, EX. C/G --3+0 D -134.67— —15+ DO- D YP.- 16+00 L�jj EX. 410 - Ll -EX._f- SEWER 2 C/ VVE P", 5 IN _5E 47-' p _X F Zl of EX. SIDEWALK 47 11 2 NL' 7,5 -4q;m �l 7b --�'vr "VEN 7 tlk- l_ F_ m - _� - - - 3� CD, CD 01 'b o 81 26 § in L/ > C) o6 Ljj Lo Lo o6 cr m m < EX, WALKWAY _j _j > _j _j Cju: C-4 9+uu X, >< LL: 0 1 >_ C> CIS .;J:td rz--r - w r \ 6 18, 1 _L 4— CD 1R' CD r- 5 o� iz� 12 -x6 �t64zi_ t,) od Mvi _j -.1 Cj PRIVATE PARK "K) n W) 5_< (3 o 1130' > i < + + + + + + + + + SEE PREVIOUSLY APPROVED :2:? !2:2 '2 n I I I > 0 cd C5 LANDSCAPE PLANS PER TR. 6448 FAWN LILY LANE r= U, cj SEE SHEET 12 lcr3 t: < C5 JEWEL FLOWER STREET IL w cli C) in En V) En V3 a- Env) uj in V) =11 w En + + SEE PREVIOUSLY APPROVED I I w -4- c> 5' 11 5 EX. STORM DRAIN EASEMENT /00"""'SEE SEPARATE STREET PLAN PER PER DOC. NO. 0206001828, 1L 23' 23' , 1 DATED 01/04/?006, O.R. 5TH BSTAN11AL CONFORMANCE '--'IV)V) — ; SU U N I T 4 35� FOR TRACT 6"8—UNIT 8 8 Dnolrlrl CODHQU rq%DIXIC N IT I STAT10NING TABLE CURVE TABLE DESCRIPTION CURVE RADIUS LENGTH TANGENT DELTA Q 25.00' 39.45' 25.18' 90-25'09" 0 10. 00' 7.95- 4.20' 45-34'23- UNIT BOUNDARY 25.00' 39. D9' - 24.82' 89-34'51" STA. 13+84.68, 12.00LT. 500,00' 115.48' 5B.OD' 13*14'01" 500.00' 70.46' 35 29' 08-04'29- 55.00' 90.94' 59.75' 94-44'23" STAT10NING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION B.C. STA. 10+47.27, 12.00LT STA. 10+47.27, F.L. SEE 5TH P.R.C. STA. 10+54.41, 15.00LT. STA. 10+57.22, F.L. P.R.C. STA, 13+67.54, 1500LT. STA. 13+69.97, F.L. UNIT BOUNDARY STA. 13+71.68, 12.46LT. STA. 13+74.88, F.L. B.C.R. STA. 13+84.68, 12.00LT. STA. 13+87.92, F.L. UNIT BOUNDARY/ MATCH EX. GRADE STA. 13+71.68, C.L. UNIT BOUNDARY STA. 12+16.68, 18.00LT. STA. 12+18.30, F.L. UNIT BOUNDARY STA. 12+16.68, C.L. Ic! in------------ -(=F- to < c> >- V) UNIT BOUNDARY STA. 12+16.68, 18.00RT. STA. 12 18.30, F.L. j S PREWOUInL TREET pL,4 SLY LANE Ivs Appl?Ov (PRIVATE STREET) PEP T&. c 0 A qrAire 1" = �n' HnP170MTAI 6448 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED ,,-r- I Lu 10 11 12 13 Z_u 14 15 i V. 17 18 19 362 358 356 354 352 1%w 348 2d'-"' 01 L0 __: Illllliiii <c rl) I CD L0 I Z k_� C> L0 in Ln lIq cn V) L0 SEE 5TH SEPARATE SUB, OR T:�kCT STREET,PLAN, TAN AL CO 6448—UNIT FOR 0 -- 00 61 w w "c> 'd- U-) Ic! in------------ -(=F- to < c> >- V) bi ui VA ID CONSTRUCTION PLAN in I Lo L U-) 0 'cl _j _j _j n Lu - W_ _j z 1-1 -Li _j z C) C3, c C> _j w _j �9 __ 4�j _. w VALlU U)N�IKUCTION, PLAN __j I C) 11 7q, C:) to < Lz p) J. Q po V) F= _j M V) _j uj in uj to 0, �X< n Ld Of LJ f - T-1 r - u') uj C5 C) >_ J i uj o M of 06CD Ln < < cq X -c-4 C., Lu m 100 cr uj z -1-6 f --L LLJ -C,4 Z3 1-; C) C,4 =0 T_ --r o C:) V) -4 00 W I-ce _j ui V) -H I m + 1-1 CD C3 < -cc Acc r) '+11 + +_ '4 04 _j Uj C3 04 + �2 CD ;z 5_< f -n + =) W +n n n �2 M z m W) JS � i-- -I- Ir LLI cl� (.4 V) CD V3 IV) ui cr m LfJ U-) M b !S 04 F_ D M cn V) Lj V, LLJ ck�i I u . Un < Lf) M (f) Ld V) M V)44 _j m LLJ + + m z (7) po to ,:e LL, 00 + 0 _j V) 5; >; -7r Ld LLi CENTERLINE < uj V) Lo �n- -w __j En V) LE5 Ir 3 < EXISTIN� CENTERLINE EXISTING CENTERLIN < 0 C14 /-PROPOSED o (4- LOME < c6 Ln Lj V) --------------------------- CENTtRLINE --JL f S ------ - -0.52 O� 1% PROP05EID-IN4 IN- Lj S -0125% 537. S 5% S ---------- ---------- 0 EXISTING ----- -6-.2-5-ii - -- ------- -- ----- ------- S 257, ------- ----------- S= S Oi25% ---- - --- Sl= ----------- 0.25%1 4- 1 0. S 0. 1% 1 ----------------- SOUTH FLDWLINE 137w_t_LLLV. 0D I!. 1, 2 A ELE)� 3 51.12 A _�",l V T_ 1- T" ;;r CROSS EXISTING SOUTH Ft i I 3/4 A LEV. 351106 1 A ELE�. 351.00 1 EXISTING GROUND- 0 CENTERLINE 1 4 A ELEV, 350.49 E: z L311� ;\E.1'350.3811 'UTT ER El EV 1_7 D F_ �E 1 /2 A ELJEV. 3- -,d.'39 t D z ... ...... 10 11 12 13 Z_u 14 15 i V. 17 18 19 362 358 356 354 352 1%w 348 2d'-"' _�ALID CONSTRUCTION PLAN17:NN 362 360 358 356 354 352 350 348 REVISION APPROVED BY. C) c"I R.C.E. 33322 EXP. 06/30/14 Go Q W) 0 REVISION Al 01PAA 4. APPROVED BY. - AKIAN SHAW TE. IV DAIL y R.C.E. 32178 EXP. 12/31/14 —7— I __: LTY L0 __: Illllliiii <c rl) I CD L0 I Z k_� C> L0 in I C) to C) L0 C) V L0 SEE 5TH SEPARATE SUB, OR T:�kCT STREET,PLAN, TAN AL CO 6448—UNIT FOR 0 -- 00 61 w w 0 In c" bi ui VA ID CONSTRUCTION PLAN in I Lo L V) 0 'cl _j _j _j n Lu - W_ _j z 1-1 -Li _j z C) C3, c C> m to z ui 91 2_� . _j 3 W nui I r-1 - V) F= _j M V) _j uj in uj to 0, �X< n Ld Of LJ Ln P= 0 V) C5 C) r- V'j- m uj Z3 1-; C) C,4 =0 Nw --r o C:) V) -4 00 W I-ce _j ui V) -H I m + 1-1 CD C3 < -cc Acc r) '+11 + +_ '4 04 _j Uj C3 04 + �2 CD ;z 5_< f -n + =) W +n n n �2 M z m c, W) JS V) (.4 V) CD V3 IV) ui cr m LfJ U-) M b !S 04 F_ D M cn V) Lj V, LLJ m Un < Lf) M (f) Ld V) M V)44 0 _j V) 5; >; -7r Ld LLi CENTERLINE 'g000 EXISTIN� CENTERLINE CD < 0 C14 /-PROPOSED PROPOSED_ ()IiTw EXISlilNG CENTtRLINE --JL f S ------ - -0.52 - - ----- ------------ --- 537. I---------------- ---- S 0.64% EXISTING GROUND -1 —T 77-777— S= 051% S 257, ------- ----------- S= 3,61% ---- - --- Sl= ----------- 0.25%1 4- 1 0. S 0. 1% 1 15 0.25% EXISTING SOUTH FLDWLINE EXISTING SOUTH Ft i I 3/4 A LEV. 351106 1 A ELE�. 351.00 1 EXISTING GROUND- 0 CENTERLINE 1 4 A ELEV, 350.49 i@ CENTERLINE L311� ;\E.1'350.3811 1 /2 A ELJEV. 3- -,d.'39 t z ... ...... 10 11 12\, DID 14 15 16 17 18 19 20 _�ALID CONSTRUCTION PLAN17:NN 362 360 358 356 354 352 350 348 REVISION APPROVED BY. C) c"I R.C.E. 33322 EXP. 06/30/14 Go Q W) 0 REVISION Al 01PAA 4. APPROVED BY. - AKIAN SHAW TE. IV DAIL y R.C.E. 32178 EXP. 12/31/14 —7— I __: LTY L0 __: Illllliiii <c rl) I CD L0 I Z k_� C> L0 in I C) to C) L0 C) V L0 00 61 w w 0 In c" L0 Lr) 1.173 ILO L V) 0 'cl _j _j _j n Lu - W_ _j z 1-1 -Li _j C> V) F= _j M V) _j uj in uj to 0, �X< n Ld Of LJ Ln uj ui M CD C3 < -cc Acc r) '+11 + +_ '4 04 _j Uj C3 04 + �2 CD ;z 5_< f -n + =) W +n n n �2 M [)f 00 m + �2 m c, W) JS V) m LfJ U-) M b !S 04 F_ D M cn V) Lj V, LLJ m Un < Lf) M (f) Ld V) M V)44 0 _j V) 5; >; -7r Ld LLi 'g000 CD < 0 C14 PROPOSED_ ()IiTw EXISlilNG CENTtRLINE --JL f S ------ - -0.52 - - ----- ------------ --- 537. I---------------- ---- S 0.64% -0. �5% S= S= 051% S 257, ------- ----------- S= 3,61% ---- - --- Sl= ----------- 0.25%1 4- 1 0. S 0. 1% 1 15 0.25% EXISTING SOUTH FLDWLINE EXISTING SOUTH Ft OWLINE 3/4 A LEV. 351106 1 A ELE�. 351.00 1 EXISTING GROUND- 0 CENTERLINE 1 4 A ELEV, 350.49 L311� ;\E.1'350.3811 1 /2 A ELJEV. 3- -,d.'39 t z /4 A ELEV. 35d 21 D 10 11 12 13 t 14 15 16 17 18 19 20 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL GENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BGR 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. 0. C. POINT ON CURVE T.O.M. TOP OF MANHOLE P/L 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. SID. ST -13. 00 EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID, T-1. C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) 362 360 358 356 354 352 350 348 16 LEGEND (CONT.): LEGEND (CONT.): D' I 'D CONS-MUCT10N NOTES: NOTES: Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: CURVE NUMBER FOR CURVE DESCRIPTION 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. "Rl-l" - STOP "S5-2" - END SCHOOL ZONE (D CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 REMOVE AND REPLACE EXISTING CURB & GUTTER. "R6-1" - ONE WAY "W31(CA)* - END ITEM OF WORK - SEE SCHEDULE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER *R5-1" - DO NOT ENTER W 4-1" - DEAD END CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 EXISTING CURB & GUTTER TO REMAIN. 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND :R26(CA)- - NO PARKING Fil FLOWLINE STATION - SEE TABLE R3 -5R" - RIGHT TURN ONLY :Wl4-2" - NO OUTLET OVER 0,50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE "R4-7" - KEEP RIGHT Wl-7" - DOUBLE ARROW NOTE: CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. DENSITY PER C.O.B. STD. ST -9. "R81(CA)" - BIKE LANE Wl-6* - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT "W3-3* - SIGNAL AHEAD "Wl-l* - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. TYPICAL CORNER - SEE DETAIL ON SHEET 10. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ----D— NEW STORM DRAIN LINE - REFER TO SEWER ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF AND STORM DRAIN PLANS ADJUST EXISTING SEWER MANHOLE, STORM DRAIN .4� CONSTRUCT CATCH BASIN TYPE "A" TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. MANHOLE AND SEWER CLEANOUT TO NEW FINISHED 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES PER C.O.B. SID. D-14. SECTION DESIGNATION: REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SEWER CLEANOUT TO FINISHED GRADE. P, PAVEMENT GRADE. 9 EXISTING CATCH BASIN SECTION If TIER CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. A D-- EXISTING STORM DRAIN LINE 22 NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER EXISTING SEWER LINE 2 AND STORM DRAIN PLANS 14 SHEET WHERE SECTION IS SHOWN REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF EXISTING SEWER MANHOLE Io� 3` ADJACENTPHASE. cc�) EXISTING TORM DRAIN MANHOLE EXISTING SEWER CLEANOUT CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A TRACT BOUNDARY CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 4)� �o �,c - — — — — — — — - PHASE BOUNDARY CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 1D. y �J n rRI E C 0 , D 0 1; rl A, A r 41 u L V) 0 z C> V) F= 5; M Ld Of LJ Ln M m c, W) JS Ld 'L V) 5; >; Ld LLi CD < 0 C14 I I BRICK PAVERS SEE NOTES AT RIGHT EX. 8" SEWER 6 EX. 18- DRAIN BRICK PAVERS SEE NOTES AT RIGHT - 8 0 (n Qf 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 �11!;] 362 360 358 356 354 352 350 348 346 YMITE ALDER AVENUE w a q j UNIT 4 IMPERIAL LANE SEE PREVIOUSLY APPROVED STREET PLANS PER TR. 6448 r- >- ujm JEWEL FLOWER STREET M:z SEE PREVIOUSLY APPROVED STREET PLANS PER TR. 64-48 C'4 130' 12 PRIVATE PARK 11 18' SEE PREVIOUSLY APPROVED cx F= Cc C, LANDSCAPE PLANS PER TR. 6448 z: b ai C; uj co V) + Of 04 15 'm cn V) Lo EX. SIDEWALK--? 1 2311 C) 6 E -EX. C/G-,,,, D F 18" RAIN 9 n7' 5+OOD 5 �D -&-3-8.717 a (�, E 6" LWER 12 FTER P"( 2 go, - EX. SIDEWALK 22 21 00 + V) 20 19 ci ai cn Cc 16 1 18 11 17 L9-, IX I tr) L + 0 00 0 co PI) + to CANDYTLIFT WAY Z3 diu) SEE SHEET 11 0 mj I -U: �) --ie U N I T 4 p__ c� C� U oci uj U) Q� co cl ++ C0 NEFLOWER DRIVE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: % "Rl-l* - STOP *S5-2' - END SCHOOL ZONE *R6-1* - ONE WAY C� "R5-1" - DO NOT ENTER 'W31(CA)* - END 25.00' (PRIVATE STREET) C� C) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEN PERFORMED CENTERLINE OF 20' WIDE STREET RIGHT-OF-WAY DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK PUBLIC UTILITY EASEMENT 5737, PAGE 876 OF OFFICIAL RECORDS PER TR. 6448 -UNIT 5 AND TRACT NO. 4709, MAP BOOK 37, M.B. 54, PGS. 106-107 PAGES 29-30. LANDSCAPING AREA SEE SEPARATE LANDSCAPING 55.00' PLANS 2 .�r- n:2� CD � _j OD Lu U) Z� uj 0 ui + + CN 00 7q d u! (n u) CF) C) co 2 -LANDSCAPE AREA SEE SEPARATE LANDSCAPING PLANS 3 10 11 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VER11CAL 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 INTERSEC11ON 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. <D_ 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) 1.5 14 LEGEND (CONT.): Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: % "Rl-l* - STOP *S5-2' - END SCHOOL ZONE *R6-1* - ONE WAY C� "R5-1" - DO NOT ENTER 'W31(CA)* - END 25.00' R26(CA)- - NO PARKING *Wl4-1" - DEAD END C� C) "R3 -5R" - RIGHT TURN ONLY W14-2- - NO OUTLET Q *R4-7* - KEEP RIGHT Wl-7' - DOUBLE ARROW 7.9 50' VERT. CU ?VE -D- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS 'A" .4� CONSTRUCT CATCH BASIN TYPE 8.04' PER C.O.B. STD. D-14. .4� EXISTING CATCH BASIN 500.00' EXISTING STORM DRAIN LINE -0- 13'11'02* EXISTING SEWER LINE 500.00' EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE C EXISTING SEWER CLEANOUT � m m � TRACT BOUNDARY 84-48'09" 10.00 7.86 414 45*00 57 @) 10.00' 7.08' 3.69' 40-32'3,3" ci Co 0.39' C5 L U z 10.00' 7.98' 4.22' Lo d to 37.00' 0. Lu 5.52' - cn _j I.- Lu z �2 cn z 2 T 00 r- OR - >: U- c) rn co cl� <y� cr cn 0) D CL > >: k I __j w w __j r-: rl- V) C3 C1 Lo Lo -4 w C) oq C) rn w ff-) af Im �j >: - cq r..7 6 co E >: w >_ >; W C> u� cs Lo 1,:, �,- V uj �u >; 1_� > :��; 11� w CD L u _j 0 z >; ci _j uj U >: to >.* co Lu uj _j r--: N � < C.D 'i >: - C5 V-) I-ji =_21 -, - C14 C5 1,446 Z Z6 = N bi w a Lo ZD C1 --I EXISTING CENTERLIN M L,: -1 -d- Lu n LWLUJ I I � I E L'c SQ -c' - ui + 'd. �,f2>: _j w I 0 m + __7 - + + + c, hi + 04 + C*4 �2 2 > m >: 00 11q r -i co CN U -;t u� >: w Ck� 00 co 0 + x 13 Lci, LLI t1r) L6 (k c� Cj� Ck� d -ce cl� 2� m cn-H 'd- (6 ui af bi ) C6 00 + 1 C-) < cq - ----------- M -------------------- -1 C3 ZLLJ ;c; _j LLJ ----------------------- _j L&j + + m LLI ce C� ux, C) ---a -_ ! ins rn 1.4- _j LLJ f?� V) ul 1 4.1 to ---- ------------ m: + S 0 20% + dr m L, i IL V) L I C5 Ld Ld 0 0 M + + ---------- c) < c_ <LLi ,It J, co < I < �2:,: �2 > E (ISTING CENTERLINE F_ ---------- S 43 ck� F- ::>,-j C) + m F- U) < c� cn -7-= --------------- WLINr_ ------------------ PROPOSED 0 E ORTH F1.0 E / MOL b �267. -3 - - - --------- --------- ------------------------- S - 0.27 m S 0.5 17-- -0.2 1% 5N I I I t-0.51% S= 1 1�2m� - - --------- --------- ------ s ____6_.� 17. S 0 EXIS_nNG; CENTERLNE ------------ S . Orm -------- XIST N( RTH F! 0 A g ------ cn- - --- ------------ -- - -- ----- ------------- /-PROPOSED SOI A ---LEV. 350.43 EXISTJING GROU 4D 7 3/ L A ELEV. 349.99 _99 __ EXI ST. NORTH FIOWLINE --- ----------------- _r__v1 ----------------------------------------- ---- ------------------------------------------- S = 0.31% 1% 0 CETTERLINE 4 A ELEV. 349.891 V� 3/4 A ELEV. 35(.44 �_EXISTI (2 A ELE�. ).25% 350.38 0 Ev, 34-91 ------ 112 A ELEY. -3 T (Zi)i i1H Fi n M INF IL AF Lil ELEV. 360.33 11/4 A 'LEV. 349189 1 A ELEN. 350.49 0 CE 4G GROU TFRLINF 4D CC) _-XISTING CROSS 3/4 1, ELEV. 3,19.79 co q ' UTTER ELEV. 3�0.54 RT. CUR) E 10 11 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VER11CAL 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 INTERSEC11ON 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. <D_ 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) 1.5 14 LEGEND (CONT.): Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LENGTH "Rl-l* - STOP *S5-2' - END SCHOOL ZONE *R6-1* - ONE WAY DELTA "R5-1" - DO NOT ENTER 'W31(CA)* - END 25.00' R26(CA)- - NO PARKING *Wl4-1" - DEAD END STA. 10+53.87, 15.00RT. "R3 -5R" - RIGHT TURN ONLY W14-2- - NO OUTLET Q *R4-7* - KEEP RIGHT Wl-7' - DOUBLE ARROW 7.9 *R81(CA)* - BIKE LANE "Wl-6" - SINGLE ARROW "W3-3" - SIGNAL AHEAD "Wl-l" - CURVE ARROW -D- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS 'A" .4� CONSTRUCT CATCH BASIN TYPE 8.04' PER C.O.B. STD. D-14. .4� EXISTING CATCH BASIN 500.00' EXISTING STORM DRAIN LINE -0- 13'11'02* EXISTING SEWER LINE 500.00' EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE C EXISTING SEWER CLEANOUT � m m � TRACT BOUNDARY 84-48'09" 10.00 7.86 414 45*00 57 @) 10.00' 7.08' 3.69' 40-32'3,3" 10.00' 0.78' 0.39' 04-28'24" L U z 10.00' 7.98' 4.22' 45-44'24" z o 37.00' 10.95' 5.52' 16-57'27* cn _j Liz z �2 cn z 2 T Ld c) cr cn 0) D CL \L C) LO Lo 04 -.4- c) C3 C1 Lo w C) oq C) Im I Lco, E u U? >; ci _j uj U >: to >.* co Lu Gi uj uj __j w af � < C.D 'i >: - V-) a Lo --I _j M L,: -1 -d- Lu n A C1 �o w C-4 _j -c' Lj -i __7 - N w hi m >: 00 11q r -i co CN U -;t u� >: w 00 co 0 + x 13 Lci, LLI t1r) L6 co cq M 0 r- -1 C3 ZLLJ ;c; _j LLJ _j L&j + + m LLI (9 C� ux, C) _j LLJ pr) ul 1 4.1 to m: + in + dr �2 F_ (.0 I C5 0 0 M + + c) c) < c_ <LLi ,It J, co < I < �2:,: �2 F_ 43 ck� F- ::>,-j C) + m F- U) < ------------------ MOL b -3 - 0.27 m uj V) EXIS_nNG; CENTERLNE ------------ S ------ cn- --- ------------ -- - -- ----- ------------- /-PROPOSED SOI ITH FLOW -INE __ --- ----------------- _r__v1 ----------------------------------------- ---- ------------------------------------------- S = 0.31% 1% �667- V� 3/4 A ELEV. 35(.44 �_EXISTI S ).25% S 0 \ "I ------ &61% 12' WIDE T (Zi)i i1H Fi n M INF 1 A ELEN. 350.49 0 CE 4G GROU TFRLINF 4D CC) _-XISTING CROSS ' UTTER ELEV. 3�0.54 RT. CUR) E I z: z: I _ -.1 1 - :) ID I I I I - h8 10 11 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VER11CAL 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 INTERSEC11ON 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. <D_ 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) - - - - - - - - - PHASE BOUNDARY 15 16 LEGEND (CONT.): CURVE NUMBER FOR CURVE DESCRIP-11ON ITEM OF WORK - SEE SCHEDULE ri-i FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANIS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAST1C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER IL 2 SHEET MERE SECTION IS SHOWN 17 19 CONSTRUMION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED' AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 20 21 REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER 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 PAVEMENT GRADE, z 364 362 360 358 356 354 350 348 2 T& 0) 362 360 358 356 354 352 350 348 '74,6 NOTES: BRICK AREAS PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 30% BURGUNDY 10% 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 A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIE COURSE SHALL BE ALL BURGUNDY COLOR. 1.5 14 LEGEND (CONT.): Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LENGTH "Rl-l* - STOP *S5-2' - END SCHOOL ZONE *R6-1* - ONE WAY DELTA "R5-1" - DO NOT ENTER 'W31(CA)* - END 25.00' R26(CA)- - NO PARKING *Wl4-1" - DEAD END STA. 10+53.87, 15.00RT. "R3 -5R" - RIGHT TURN ONLY W14-2- - NO OUTLET Q *R4-7* - KEEP RIGHT Wl-7' - DOUBLE ARROW 7.9 *R81(CA)* - BIKE LANE "Wl-6" - SINGLE ARROW "W3-3" - SIGNAL AHEAD "Wl-l" - CURVE ARROW -D- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS 'A" .4� CONSTRUCT CATCH BASIN TYPE 8.04' PER C.O.B. STD. D-14. .4� EXISTING CATCH BASIN 500.00' EXISTING STORM DRAIN LINE -0- 13'11'02* EXISTING SEWER LINE 500.00' EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE C EXISTING SEWER CLEANOUT � m m � TRACT BOUNDARY - - - - - - - - - PHASE BOUNDARY 15 16 LEGEND (CONT.): CURVE NUMBER FOR CURVE DESCRIP-11ON ITEM OF WORK - SEE SCHEDULE ri-i FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANIS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAST1C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER IL 2 SHEET MERE SECTION IS SHOWN 17 19 CONSTRUMION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED' AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 20 21 REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER 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 PAVEMENT GRADE, z 364 362 360 358 356 354 350 348 2 T& 0) 362 360 358 356 354 352 350 348 '74,6 NOTES: BRICK AREAS PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 30% BURGUNDY 10% 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 A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIE COURSE SHALL BE ALL BURGUNDY COLOR. STAMNING TABLE CURVE TABLE DESCRIPTION CURVE RADIUS LENGTH TANGENT DELTA (D 25.00' 3 . STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. Q 10.00' 7.9 STA. 13+68.01, F.L. UNIT BOUNDARY STA. 13+69.64, 12.49RT. STA. 13+72.83, F.L. B.C.R. STA. 13+82.64, 12.00RT. 10.00' 8.04' 4.25' 46'04'40" w 500.00' 115.05' 157.78' 13'11'02* 6 500.00' 118.71' 59.64' 13*36'11" (2) 55.00' 81.40' 50.22' 84-48'09" 10.00 7.86 414 45*00 57 @) 10.00' 7.08' 3.69' 40-32'3,3" 10.00' 0.78' 0.39' 04-28'24" L U z 10.00' 7.98' 4.22' 45-44'24" z o 37.00' 10.95' 5.52' 16-57'27* STAMNING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. P.R.C. STA. 13+65.58, 15.00RT. STA. 13+68.01, F.L. UNIT BOUNDARY STA. 13+69.64, 12.49RT. STA. 13+72.83, F.L. B.C.R. STA. 13+82.64, 12.00RT. STA. 13+86.05, F.L_ p &Y Is 1,01-4 UNIT BOUNDARY/ MATCH EXIST. GRADE STA. 13+69.64, C.L. w AP41'P,0V-0D 09 -dA B.C./ EX. C&G STA. 19+02.10, 12.00LT. STA. 19+00.31, F.L. v It P.R.C./ EX. C&G STA. 19+08.99, 14.98LT. STA. 19+08.17, F.L. F P.R.C./ EX. C&G STA. 21+02.38, 19.61 LT. I STA. 21+02.54, �� 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" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN M ANH OLES AN6"!-_ bLWLK ULLANUUF IU tINIbHLU bKAUL. A till", Ll No. 3' - 2 Exp. 6 - '04 -72,oZ -11 L R 2"' C 0 R D D X N Lu ui Of cn cy) 0 0) < o 2 0-0 0 Q� -t 0 z _j < Ld C) pe) LLI 00 Ld (o o E (o c) v) C14 af Li 0 C -L M x LLI 0 C4 00 C-4 co 1�1 0) 0 V) $.: El w C3 Rr- v JQ c ,% i /-- 7 0 358 p &Y Is 1,01-4 ct z w AP41'P,0V-0D 09 -dA r- -4-M -At 354 v It IV - C+_4 32178 E�)<F. )2/451 14- 352 350 cr. LLJ 348 z 0 z 'tAr. 4c LL Ilu- Lu 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" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN M ANH OLES AN6"!-_ bLWLK ULLANUUF IU tINIbHLU bKAUL. A till", Ll No. 3' - 2 Exp. 6 - '04 -72,oZ -11 L R 2"' C 0 R D D X N Lu ui Of cn cy) 0 0) < o 2 0-0 0 Q� -t 0 z _j < Ld C) pe) LLI 00 Ld (o o E (o c) v) C14 af Li 0 C -L M x LLI 0 C4 00 C-4 co 1�1 0) 0 V) $.: El w C3 0) w (o LL 0 04 0 ct z w Go > z . C) v It 5 a: C+_4 a. . F-4 P-4 z 0 CC cr. LLJ w 0 z 0 z 0 0 J 4c LL Ilu- Lu L U z 0 U. m 0 z o C) 0 cn _j Liz z �2 cn z 2 T Ld c) cr cn CL m Of c) C3 0) w (o LL 0 04 0 ct z w Go > z . C) v It 5 a: C+_4 a. . F-4 P-4 z 0 CC cr. LLJ w 0 z 0 z 0 0 J 4c LL Ilu- Lu L U z 0 U. m 0 z o C) 0 cn _j Liz z �2 0) w (o LL 0 0 LLJ V) 1 9 C4 Imu 364 362 360 58 356 354 352 350 348 AAR VA41Tr Ai nrP AWKII W WHITE ALDER AVENUE SEE SHEET 14 Q� (3 uj VEST. TENT. TR. 7202 En Oi CHECKERBLOOM DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED VEST. TENT. TR. 7202 I MU r'AV]ri%3 rLr% NUIL Z UNrT 1 CENTERLINE OF 20' EDE PUBLIC UTILITY EASEMENT PER TR. 6448 -UNIT 5 M.B. 54, PGS. 106-107 PALE LILAC LANE SEE SHEET 55' :z c'4 M c'4 U" uj c� a Ic> CL Z' 15 C'3 or_ bj Icl C.) V) V) Lo In u: < C) >� 0 N uj � 18' 1 18 '16 04 + 1.30 40 1pe) I c*4 PALE LILAC LANE SEE SHEET 13 MENEM 13 14 LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LENGTH "Rl-l" - STOP *S5-2* - END SCHOOL ZONE "R6-1" - ONE WAY MEN "R5-1" - DO NOT ENTER -W31(CA)- - END 25.00' *R26(CA)- - NO PARKING *W14-1" - DEAD END 25.18' MENEEMENEEMENEEN 2 *R4-7* KEEP RIGHT Wl-7* - DOUBLE ARROW 39.09' *R81(CA)* - BIKE LANE W1-6* - SINGLE ARROW 89*34'51" "W3-3" - SIGNAL AHEAD "W1-1' - CURVE ARROW -D- NEW STORM DRAIN LINE - REFER TO SEWER 25.00' AND STORM DRAIN PLANS .41. CONSTRUCT CATCH BASIN TYPE "A" 7.95' MENEM .442. EXISTING CATCH BASIN D- EXISTING STORM DRAIN LINE -S- EXISTING SEWER LINE 0 EXISTING TORM DRAIN MANHOLE G ONEENE-EN� 0 EXISTING SEWER CLEANOUT STA. 19+13.89, F.L. n9 P.R.C. STA. 19+11.33, 5.00LT. STA. 19+21.84, F.L. B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. P.R.C. STA. 12+46.14, 15.00RT. STA. 12+48.56, F.L. P.R.C. STA. 12+75.42, 15.00RT. STA. 12+79.46, F.L. B.C. STA. 15+65.62, 18.00RT. STA. 15+70.47, F.L. P.R.C. STA. 15+72.76, 15.00RT. STA. 15+78.42, F.L. E.C. STA. 15+79.90, 12.00RT. STA. 15+86.37, F.L. F11 B.C. STA. 16+73.68, 12.00RT. STA. 16+80.15, F.L. [jq P.R.C. STA. 16+80.83, 15.00RT. STA. 16+88.10, F.L. P.R.C. STA. 18+66.14, 15.00RT. STA. 18+75.03, F.L. E.C. STA. 18+73.28, 12.00RT. STA. 18+82.98, F.L. Mi. I . ME P.R.C. STA. 18+95.42, 15.00R . STA. 19+05.93, F.L. E z E.C.R. STA. 14+58.68, 12.001 T STA 14+61.92, F.L. 0 Fn cl� 5; Uj -d- IM M Ld __j LLj W uj a- 00 00 '311 'MEEEIN.EEE� E x 6- 11111111mmu Lo Lo 1EM ct I MEN rn MENE cli Lo M E.- <4 1� P c::> uj Lq ui UJ V) + E _j w ERVE I MENI co cp 111 _j J MIE11111111 Ld I MENNI III < C-4 ON 0 E No cd Gf F- _-'; 0 (30 + F- U L, 06 LJ Of cf) I- V) Lu C5 C:� LLI w r,: r) 11110-1 PI) Ljj 0:� 0 Ld V) MENNIM W LO + Iv- ED L0 M I 11111111111111111110 No U. fn+ co - cl < < oc� F- -EXISTING CENTERUNE (D V) w (D cn CD V) (D V) I - r MEMNON PROPOSED CENTEF ME=. EXISTING GROUND -1 MEN @ GE TERLINE v 1111111MMIMMIM, No M.11111111, MENNEN ME MENEM MM 10 %jult 362 360 358 356 354 352 350 ';AR 1A 13 14 15 16 17 18 19 20 21 �2 (022 C6 c� Lg Ar 364 362 360 358 356 354 352 350 348 ';AA 10 11 LEOEND: 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.O.B. STD. T-1. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL ED FURNISH & INSTALL STREET UGHT-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) Jult 362 360 358 356 354 352 350 W 12 13 14 LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LENGTH "Rl-l" - STOP *S5-2* - END SCHOOL ZONE "R6-1" - ONE WAY DELTA "R5-1" - DO NOT ENTER -W31(CA)- - END 25.00' *R26(CA)- - NO PARKING *W14-1" - DEAD END 25.18' "R3 -5R" RIGHT TURN ONLY W14-2" - NO OUTLET 2 *R4-7* KEEP RIGHT Wl-7* - DOUBLE ARROW 39.09' *R81(CA)* - BIKE LANE W1-6* - SINGLE ARROW 89*34'51" "W3-3" - SIGNAL AHEAD "W1-1' - CURVE ARROW -D- NEW STORM DRAIN LINE - REFER TO SEWER 25.00' AND STORM DRAIN PLANS .41. CONSTRUCT CATCH BASIN TYPE "A" 7.95' PER C.O.B. STD. D-14. .442. EXISTING CATCH BASIN D- EXISTING STORM DRAIN LINE -S- EXISTING SEWER LINE 0 EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT STA. 19+13.89, F.L. n9 P.R.C. STA. 19+11.33, 5.00LT. STA. 19+21.84, F.L. B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. P.R.C. STA. 12+46.14, 15.00RT. STA. 12+48.56, F.L. P.R.C. STA. 12+75.42, 15.00RT. STA. 12+79.46, F.L. B.C. STA. 15+65.62, 18.00RT. STA. 15+70.47, F.L. P.R.C. STA. 15+72.76, 15.00RT. STA. 15+78.42, F.L. E.C. STA. 15+79.90, 12.00RT. STA. 15+86.37, F.L. F11 B.C. STA. 16+73.68, 12.00RT. STA. 16+80.15, F.L. [jq P.R.C. STA. 16+80.83, 15.00RT. STA. 16+88.10, F.L. P.R.C. STA. 18+66.14, 15.00RT. STA. 18+75.03, F.L. E.C. STA. 18+73.28, 12.00RT. STA. 18+82.98, F.L. Mi. I . . I . P.R.C. STA. 18+95.42, 15.00R . STA. 19+05.93, F.L. z E.C.R. STA. 14+58.68, 12.001 T STA 14+61.92, F.L. 0 Fn cl� 5; Uj -d- IM M Ld __j LLj W uj a- 00 00 x 6- Lo Lo ct rn cli Lo M <4 1� P c::> uj Lq ui UJ V) + _j w I co cp _j J Ld < C-4 z: cd Gf F- _-'; 0 (30 + F- U L, 06 LJ Of cf) I- V) Lu C5 C:� LLI w r,: r) PI) Ljj 0:� 03 Ld V) W LO + ED L0 + U. fn+ co cl < < oc� F- -EXISTING CENTERUNE (D V) w (D cn CD V) (D V) I - r PROPOSED CENTEF LINE EXISTING GROUND -1 @ GE TERLINE Ar 364 362 360 358 356 354 352 350 348 ';AA 10 11 LEOEND: 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.O.B. STD. T-1. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL ED FURNISH & INSTALL STREET UGHT-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) Jult 362 360 358 356 354 352 350 W 12 13 14 LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LENGTH "Rl-l" - STOP *S5-2* - END SCHOOL ZONE "R6-1" - ONE WAY DELTA "R5-1" - DO NOT ENTER -W31(CA)- - END 25.00' *R26(CA)- - NO PARKING *W14-1" - DEAD END 25.18' "R3 -5R" RIGHT TURN ONLY W14-2" - NO OUTLET 2 *R4-7* KEEP RIGHT Wl-7* - DOUBLE ARROW 39.09' *R81(CA)* - BIKE LANE W1-6* - SINGLE ARROW 89*34'51" "W3-3" - SIGNAL AHEAD "W1-1' - CURVE ARROW -D- NEW STORM DRAIN LINE - REFER TO SEWER 25.00' AND STORM DRAIN PLANS .41. CONSTRUCT CATCH BASIN TYPE "A" 7.95' PER C.O.B. STD. D-14. .442. EXISTING CATCH BASIN D- EXISTING STORM DRAIN LINE -S- EXISTING SEWER LINE 0 EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT TRACT BOUNDARY PHASE BOUNDARY 15 16 LEGEND (CONT.): CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE in 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 LEM 2 SHET MERE SEC'nON IS SHOW 17 18 19 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH 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 REMOVE AND SALVAGE BARRICADE SIGN NTH CONSTRUCTION OF ADJACENT PHASE. 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. 20 21 REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER TO REMAIN. �g 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 PAVEMENT GRADE. we �IIJ17' -7 &Ay 366 364 362 360 358 356 354 352 350 348 346 STREET RIGHT-OF-WAY DEDICATION TO .THE CITY OF BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS AND TRACT NO. 4709, MAP BOOK 37, PAGES 29-30. 5 -EX. BLOCK WALL LANDSCAPE AREA SEE SEPARATE LANDSCAPING PLANS q INTERSECTION STA. 21+86.57, C.L. CHECKERBLOOM DR.= STA. 15+60.67, C.L. PALE LILAC LN. 6 CD r- d a_ 0 7 Z! < M CURVE TABLE STAMNING TABLE CURVE RADIUS LENGTH TANGENT DELTA (D 25.00' 3 3-21 we �IIJ17' -7 &Ay 366 364 362 360 358 356 354 352 350 348 346 STREET RIGHT-OF-WAY DEDICATION TO .THE CITY OF BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS AND TRACT NO. 4709, MAP BOOK 37, PAGES 29-30. 5 -EX. BLOCK WALL LANDSCAPE AREA SEE SEPARATE LANDSCAPING PLANS q INTERSECTION STA. 21+86.57, C.L. CHECKERBLOOM DR.= STA. 15+60.67, C.L. PALE LILAC LN. 6 CD r- d a_ 0 7 Z! < M payr.510A/ '� r R06EP, A. MctAl-ro--H PA715 364 362 360 358 356 354 352 350 348 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" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN M AN H OLES AN D, V,3 SEWER CLEANOUT T0-,;,,;FtNtSMEf1AGRADE 4 OF CA0�' o la C, � ZA RECORD DRf - CURVE TABLE STAMNING TABLE CURVE RADIUS LENGTH TANGENT DELTA (D 25.00' 39.45' 25.18' 90-25'09" 2 25.00' 39.09' 24.82' 89*34'51" STA. 13+67.76, 15.00LT. 25.00' 39.27' 25.00' 90-00'00* STA. 13+74.87, F.L. 10.00' 7.95' 4.20' 45-34'23" payr.510A/ '� r R06EP, A. MctAl-ro--H PA715 364 362 360 358 356 354 352 350 348 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" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN M AN H OLES AN D, V,3 SEWER CLEANOUT T0-,;,,;FtNtSMEf1AGRADE 4 OF CA0�' o la C, � ZA RECORD DRf - STAMNING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION n1 B.C. STA. 10+47.27, . STA. 10+47.2 , L. M P.R.C. STA. 10+54.41, 15.00LT. STA. 10+55.22, F.L. P.R.C. STA. 13+67.76, 15.00LT. STA. 13+70.19, F.L. UNIT BOUNDARY STA. 13+71.68, 12.53LT. STA. 13+74.87, F.L. P.R.C. STA. 16+62.04, 15.00LT. STA. 16+67.71, F.L. P.R.C. STA. 16+91.33, 15.0OLT. STA. 16+98.61, F.L. P.R.C. STA. 18+82.04, 15.00LT. STA. 18+90.94, F.L. r8l B.C. STA. 19+04.18, 12.00LT. STA. 19+13.89, F.L. n9 P.R.C. STA. 19+11.33, 5.00LT. STA. 19+21.84, F.L. B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. P.R.C. STA. 12+46.14, 15.00RT. STA. 12+48.56, F.L. P.R.C. STA. 12+75.42, 15.00RT. STA. 12+79.46, F.L. B.C. STA. 15+65.62, 18.00RT. STA. 15+70.47, F.L. P.R.C. STA. 15+72.76, 15.00RT. STA. 15+78.42, F.L. E.C. STA. 15+79.90, 12.00RT. STA. 15+86.37, F.L. F11 B.C. STA. 16+73.68, 12.00RT. STA. 16+80.15, F.L. [jq P.R.C. STA. 16+80.83, 15.00RT. STA. 16+88.10, F.L. P.R.C. STA. 18+66.14, 15.00RT. STA. 18+75.03, F.L. E.C. STA. 18+73.28, 12.00RT. STA. 18+82.98, F.L. Mi. I . . I . P.R.C. STA. 18+95.42, 15.00R . STA. 19+05.93, F.L. z E.C.R. STA. 14+58.68, 12.001 T STA 14+61.92, F.L. payr.510A/ '� r R06EP, A. MctAl-ro--H PA715 364 362 360 358 356 354 352 350 348 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" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN M AN H OLES AN D, V,3 SEWER CLEANOUT T0-,;,,;FtNtSMEf1AGRADE 4 OF CA0�' o la C, � ZA RECORD DRf - V) M 'A 1'w11 0 _j (n z C) 0 Fn cl� 5; Uj uj co M uj a- ct M <4 1� c::> If I 1� I- B.C.R./BEGIN 12" WIDE CROSS GUTTER W-11TE ALDER X3:: - C:I:m 11 11 11 1 STA. 15+91.73, C.L. 12.00LT.= C> _j com AVENUE C> (0,4. cra k_: 11 c� 33 C> _j _j STA. 15+98.20, F.L. 0* ;to C) C, wo Co c� SEE SHEET 14 cli M c� _j _j _.j 12 UNIT 10 m 25 c':) 9 `� UNrr 9 C) 0 CONSTRUCT NEW 0 PROJECT -in' CD C1 C, C) __j 30, cli c� AC PAVING PER NOTE 2 C> �2 c,� 27 26 0-6 06 SKY LUPINE LANE c� BOUNDARY _j_j U) _j_j 11 UJ `8 7 c� 5 ` P, i _j _j _j U) 18' 18' uj _j q 0 6L.: < 6L.:>:w u: LI: LL: _j _j _j_j _j _j_j _j _j , Mo SEE SHEET 10 �2 �2 �02 0 F.- - _j_j _j _j _j _j _j _j -j w -m LZ LL: u� u: LL LL LZ (ju: du: u: C3L.: LL: u: < 0 C3 u: u� (3LL: u: u- C3 L� Lm" -j-j _j - _j _q _j _j _j_j -j-j !2 NE -d . -q- L�j C-) 30 ` ` u c� < 14" _j _j _j _j _j _j 1-i _j _j _j -ii _j - ^_ --- 0 C> L� in V) L_ LL: L: CjLz u: < C3 LL: u: u: LZ _j _j -4 w " 06 (ju: c3L-f L,: 6 4 3 _j Zflttl 13 Lu 00 Lo ty- pli 06 co u: 32 31 3 0 1-str 29 �f -dri z` 28 y,$4 !t `6>_ c-4 - 06 26 �il� . W�� - - W c6cy;-i >_ >_ . 6 >- 4 >_ < r- to Lo >_ Q0 ffTc; cqe 'ii - 'C611"A"T 'r - - - L� 9 C-) C" 4 col _j j Lq I <�Ie C4 W�?-T 0, V) < < nnLLP 00 < Lo < a> C:) co <c Lo L0 r- mm < uj uJU3 po 616 >_ r_� in C) Lx) Ld "T L6 V5 3:: 40' + + + + fk� CN" 3: f: n- " < 00 r-� 01 c::! 0� "L! >- c,� cqI -4: m �;,o C> uTr,: cj u - ::fm < a)b < c -i co < "R > n cn C� cl, C3 t + + + + + In + If . >_ CD + + +1 + + + + + + m + + - - + + 00 f.- to cq C�00< 7 00i ��cn Lo U) to w 4 > CD - 13 Lu nn n 3- + m -� :5- + + m U-) cs ai c� 1 18' > �2 !2 �L Ld _- ;L 4 0 46 - , < too I V r-,coi(m 25 o;Ef Lr)i - o �.,Tg UJ - + L, + + �i < Lot CL cr - ::� - m + + -v -t- w f� E, - -t- _T ++ + < + + + + co 3: + c� of m co 5 > 00 + + + F -i < _j gl i < -- 0000 00 g C4 C2 In !�� - LLJ + + + Lu < (n fn Of Of m rL I C --,i ;; cd �nv) V)l w vxnrz:� w CD A . ; V):zr� I 1;� 6 ;� - Of -e,� , -:e;� of C14 c U) V) I C -)j cn -_ in T, ;� < (3 x E " + L n U) c. i C.)j C:)j F_ ui Ld A w U) (n I cd (nEn C -j -6-AIN U) I uju Inv) L&j LI) V) C -y �n I (un I i ;rlv) cn J) Of )i U) NEW 18'; R PA--\ Q I I I (=)i V) I (=)j M 9 C.3 SEE SEWER AND 1<: 0 -to 14 1 \ I I C -Y V)U) c__j C6 �n I I I F= co M M STORM DRAIN PLAN PA Da CD 30 - En + + EX 18" DRAIN A_ LE TO BE REPLACED EX. 8" SEWER 6)1 ILI SEE SEWER AND b 4 4 EX. 8" SEWER 5 Alf�_ I Qum 1� 3 11 EX. 18" +0CY- s - 5 STORM DRAIN PLAN F1 71 12+00- + - - 1-- - - s 4 s EX. 8" SEWER- V) (n It C, 13+0 15 T�YWP. 14 6 - EX 21 n e +00 1 +00 16�00 I`_ . TYP 7T-,;F� 7-, 18 13 TYP. 19+00 20+ < �c __j U �� 1 2112 I -L gj 21+00 < M Of af I M�p �,,�g �g, 4 of I U ww 18' R Enm ------- --- C < �) -A 11 Lu 0 15 _j 1-4 _LPA 12' 2' it 111�2�6 u: co 0) 9 _j 11 it m w coq- _j _j i _j P/L C> t�: U-* U- F_: 1_)v) >< ro CD ir u: Q� L� Lz L, LL: w in uj u) Ld oi CD 1-i 11 c� c� I C3::i u� LI: D af 00 oo t -i o6 co c� 43� Co cy) U- LI: _j i c� ul 03 >_ C� c'; cr; I - - -ii (A 11 (o EX) D u: u: 0) 10 1- cy� (, & < - < N _j + (0 n r11 ,, (7) - - cfi 6 Co _j Lu + uj + + + + _j_j - < 6 ) �2 "i wuj ci tot < -j_j + _j + + + + + < Lo cs >- --3 - od - -- - - - - - - - (ju: > ,3,:�>m 1 _j _j _! 3� 4- T -:�: - Wz <c Lo r- CN < < c� ff) m (3L.: >_ �2 t2 �w�: �2 �2 �2 C3 LZ c3LZ + + 3: + + __j -i P6 Lti 11 1 1 du_ < LJ LZ to Q CD LJ 6 co w + + + + j_j -_ IT if I I i 'o _j ��: 0+0 00 1-1 06 POP,) Of of ::L - > (.0 o6 oo to C) n 0) C) 00 fl) ot� - - �9: d 00 C> PI) o C) co C-) LL 3 L,: _j > �t noo W <c Go + - d 00 00 6 Lo C) c> CD C> U) U) OLO Lo < =w + + C) + + STREET RIGHT-OF-WAY DEDICATION TO w cni 00 < P5i;5Lzus 6 ui r, Go �0_ C) CD + 6 - -f- -I- C" C� QLJW� 71 55' F__ C� 14: - �-_ V) I <: i_ 0�lp to m �c*) cl� I <e _j c/) no� F- I GRPI� F ;� I - o -j Fr 16 0000 U) C U) C-0 oc) <>- n 'd 30' 6._: 30' U) + + cn + + + + n CJ to cn U) C-911 U) 03 V) U) THE CITY OF BAKERSFIELD PER BOOK cy- 6 C-4 0 + + 18' + + ++ V) U) cf) U) 00 C5 Of C>n 5737, PAGE 876 OF OFFICIAL RECORDS '"121 ")Go c/) I to In m ++ (__)j F- cn ui (6 18 19 2 clicli 22 2� Ir- m++ cj�� , ;� 1z) IT w �2!!2 + + U", U) VMITE A I- w � --i -- 0000 + + 17 (---)ol U) cn (018 AND TRACT NO. 4709, MAP BOOK 37, AVEN CONSTRUCT NEW cs -e * 0� 1 10 13 c4i U) V) + + < 0 La cj 3 SCOTCH 12 1--F- 14 PAGES 29-30. C-_�A U) U) SEE SHE T 14 u)u) z: (n (n M r-1 AC PAVING PER NOTE 2 cd V) ai 0, ,ig < <' g* M cn uj V)V) U) cn F= rl� c� mp < BROOM WAY L-jiul'-w) LLJIV"-)Cf) d 15 6 X �-I C�" SEE SHEET 10 Env) C) coo (D U) cn UNIT 9 C6 V) V) m V) En V) cn 0)" TRACT NO. 5444 "cl 11 b 9;!� PALE LILAC LANE + + cn q- (o 17 UNIT 10 24 af �o + + SEE SHEET 13 M. BK.39, PG. 98 w04 C-4 CENTERLINE OF 20' WIDE :z c j (n V) ...... . ...... :6 PUBLIC UTILITY EASEMENT lv)cn TO BE DEDICATED BY BEACH ASTER DRIVE SI�PARA7r -STqef7 PLAtJ FF -P, SEPARATE INSTRUMENT (PRIVA rE STREET) 4TH 25-M SUE�STANTIAL CoA#r0P.MAW_-E- SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL rOR 7RAC-T 6448-VfinS c) � /I. NOTE: ROUGH GRADING HAS BEEN PERFORMED CURVE RADIUS 362 1. ___T 360 cn C" co Lo ro to to to 001 t If* 358 (" cq w 0 11 w U -i 0, _j _j __j _j _j wz: u .- ui _cw LL w >; 14 1 - - r- cq -j 356 L-,- - 1,�- ui >; w to n I _j Ili uj r-) u uc] t4l Lo to Lu i .0 w + + + V) C C) 354 C-5 U TL C5 -4 ;2s (3 (36 uj ili c� cn uj V) cn cio V) c� cr, 352 350 'j 348 346 10 364 362 co 360 C> Lo C> in Lo to 358 1 -,: I _j w w _j w 0 c� 356 C5 Gn '+ cLro to Q� C> M + 354 CD < C -Y V) Z5 in 352 PR 3P( 350 348- 10 364 362 360 ml C, I;z IV) oi (c m 0; oi 4- cc to co a pr K) n 358 >: W C) _j 11 Lu LL -> cj 00 r- w w po :,i _j - I 01 * fl. 00 356--- co co m 00- a CN >: M co >: ro rou w �j w + + + _j _j V) C) V) uj 354--- UJ cil I <1 "a (3 .i u a - Z�d Ljj un C4 U a- V) L� (n 352 Pot 'PRC 350 348 A P, 346 � A"Iiiiii I r F - _I - _ 1. , , , 10 LEGEND: ABBREVIATIONS FIL FLOWLINE POVC POINT ON VER11CAL CURVE CIL 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/C 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-11. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-11. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. EE) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. --C>- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS swim CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WIS WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 12 12 13 14 owo" 16 13 14 15 16 co LEGEND (CONT.): R11-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Lo I r) Ito W) n "R1-1* - STOP (D CURVE NUMBER FOR CURVE DESCRIPTION m I "R6-1* - ONE WAY "S5-2" - END SCHOOL ZONE "W31(CA)" - uj 350 *R5-1" - DO NOT ENTER - END ITEM OF WORK - SEE SCHEDULE §w R26(CA)- - NO PARKING "W14-1' - DEAD END 'R3 -5R* - RIGHT TURN ONLY :W14-2" - NO OUTLET FLOWLINE STATION - SEE TABLE (n� "R4-7* - KEEP RIGHT W11-7" - DOUBLE ARROW NOTE: 4 R81(CA)- - BIKE LANE "Wl-6* - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 17 C) Lo L0 C) L0 AD L0 ul m NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. A CONSTRUCT CATCH BASIN TYPE "A* 10 d Lo CN CN u") . n SECTION LETTER to Ln ro 0 C4 Ln -s- EXISTING SEWER LINE 2 (D EXISTING TORM DRAIN MANHOLE SHEET WERE SECTION IS SHOM G to __j (D EXISTING SEWER CLEANOUT i STA. 19+00.03, F.L. m < _j uj LLJ Of I fl -51 ui Id- + STA. 21+32.69, 115.001-T. >: >: E.C. uj Ld LLj LL >: LLJ >: �j STA. 10+46.73, 12.00RT. m q P.R.C. STA. 10+53.87, 115.00RT. STA. 10+54.68, F.L. &2 cn E.C. c-.0 (n >: (f) >: _j P6 Co LL1 I j uj LAJ B.C. STA. 12+69.60, 12.00RT. Gi _j Ld Ld _j LLj _j LLj STA. 12+76.74, 15.00RT. _j LLJ LLJ ck� - Li L0 _j 0 + E.C. Ld L -j 0 u t. I La 0 I L-0 -) n -j 2x W_d r6 11 " < STA. 15+23.53, F.L. P.R.C. STA. 18+12.52, 15.00RT. STA. 18+21.41, F.L. W M E.C. - C041 V) D 00 STA. 18+44.36, F.L. n3l 06 Ly 06 0 Of P.R.C. 06 Lo 45 M 06 n STA. 21+39.29, 12.dORT. �2 K� 06 STA. 15+46.81, F.L. 00 �j �.5+38.73, C.L. co L0 m ul m Le) I- LLJ U) U) C) Q C3 c i :< 3� clwo cl- � 57 5- U) 04 C n 0 0) qq- L0 0- c6 00 + + C> -,,.-4 + L0 0: + 04 + C4 + + ��j + C14 C) 01 'EL; C 'Q� C3 iz U i (3 ;:e c ;� 0� 3 3 13 14 owo" 16 13 iE.1 15 13 14 15 16 co LEGEND (CONT.): R11-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Lo I r) Ito W) n "R1-1* - STOP (D CURVE NUMBER FOR CURVE DESCRIPTION m I "R6-1* - ONE WAY "S5-2" - END SCHOOL ZONE "W31(CA)" - uj 350 *R5-1" - DO NOT ENTER - END ITEM OF WORK - SEE SCHEDULE §w R26(CA)- - NO PARKING "W14-1' - DEAD END 'R3 -5R* - RIGHT TURN ONLY :W14-2" - NO OUTLET FLOWLINE STATION - SEE TABLE (n� "R4-7* - KEEP RIGHT W11-7" - DOUBLE ARROW NOTE: 4 R81(CA)- - BIKE LANE "Wl-6* - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 17 C) Lo L0 C) L0 AD L0 ul m NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. A CONSTRUCT CATCH BASIN TYPE "A* 10 d Lo CN CN u") . n SECTION LETTER to Ln ro 0 C4 Ln -s- EXISTING SEWER LINE 2 (D EXISTING TORM DRAIN MANHOLE SHEET WERE SECTION IS SHOM G to __j (D EXISTING SEWER CLEANOUT i STA. 19+00.03, F.L. m < _j uj LLJ Of I fl -51 ui Id- + STA. 21+32.69, 115.001-T. >: >: E.C. uj Ld LLj LL >: LLJ >: �j STA. 10+46.73, 12.00RT. m q P.R.C. STA. 10+53.87, 115.00RT. STA. 10+54.68, F.L. &2 cn E.C. c-.0 (n >: (f) >: _j P6 Co LL1 I j uj LAJ B.C. STA. 12+69.60, 12.00RT. Gi _j Ld Ld _j LLj _j LLj STA. 12+76.74, 15.00RT. _j LLJ LLJ ck� - Li L0 _j 0 + E.C. Ld L -j 0 u t. I La 0 I L-0 -) n -j 2x W_d r6 11 " < STA. 15+23.53, F.L. P.R.C. STA. 18+12.52, 15.00RT. STA. 18+21.41, F.L. W M E.C. - C041 V) D 00 STA. 18+44.36, F.L. n3l 06 Ly 06 0 Of P.R.C. 06 Lo 45 M 06 n STA. 21+39.29, 12.dORT. �2 K� 06 STA. 15+46.81, F.L. 00 �j �.5+38.73, C.L. co L0 m ul m Le) I- LLJ U) U) C) Q C3 c i :< 3� clwo cl- � 57 5- U) 04 C n 0 0) qq- L0 00 c6 00 + + C> -,,.-4 + L0 0: + 04 + C4 + + ��j + C14 C) 01 'EL; C 'Q� C3 iz U i (3 ;:e c ;� 0� 3 3 c) i2L Ckf C-) 21 Lj a u) a: uj tn ad n rx: V) ui V) 6 cn 11: L a m V) 0 SOUTH FLOWLINE N mm � 9, w S O.d1% s 13 iE.1 15 16 00 6 12 13 14 15 16 co LEGEND (CONT.): R11-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Lo I r) Ito W) n "R1-1* - STOP (D CURVE NUMBER FOR CURVE DESCRIPTION m I "R6-1* - ONE WAY "S5-2" - END SCHOOL ZONE "W31(CA)" - uj 350 *R5-1" - DO NOT ENTER - END ITEM OF WORK - SEE SCHEDULE §w R26(CA)- - NO PARKING "W14-1' - DEAD END 'R3 -5R* - RIGHT TURN ONLY :W14-2" - NO OUTLET FLOWLINE STATION - SEE TABLE (n� "R4-7* - KEEP RIGHT W11-7" - DOUBLE ARROW NOTE: 4 R81(CA)- - BIKE LANE "Wl-6* - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 17 C) Lo L0 C) L0 AD L0 ul m NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. A CONSTRUCT CATCH BASIN TYPE "A* 10 d Lo CN CN u") . n SECTION LETTER to Ln ro 0 C4 Ln -s- EXISTING SEWER LINE 2 (D EXISTING TORM DRAIN MANHOLE SHEET WERE SECTION IS SHOM G to __j (D EXISTING SEWER CLEANOUT i STA. 19+00.03, F.L. m < _j uj LLJ Of I fl -51 ui Id- + STA. 21+32.69, 115.001-T. >: >: E.C. uj Ld LLj LL >: LLJ >: �j STA. 10+46.73, 12.00RT. m q P.R.C. STA. 10+53.87, 115.00RT. STA. 10+54.68, F.L. &2 cn E.C. c-.0 (n >: (f) >: _j P6 Co LL1 I j uj LAJ B.C. STA. 12+69.60, 12.00RT. Gi _j Ld Ld _j LLj _j LLj STA. 12+76.74, 15.00RT. _j LLJ LLJ ck� - Li L0 _j 0 + E.C. Ld L -j 0 u t. I La 0 I L-0 -) n -j 2x W_d r6 11 " < STA. 15+23.53, F.L. P.R.C. STA. 18+12.52, 15.00RT. STA. 18+21.41, F.L. W M E.C. - C041 V) D 00 STA. 18+44.36, F.L. n3l 06 Ly 06 0 Of P.R.C. 06 Lo 45 M 06 n STA. 21+39.29, 12.dORT. �2 K� 06 STA. 15+46.81, F.L. 00 �j �.5+38.73, C.L. co L0 m ul m Le) I- LLJ U) U) C) Q C3 c i :< 3� clwo cl- � 57 5- U) 04 C n 0 0) qq- L0 00 c6 00 + + C> -,,.-4 + L0 0: + 04 + C4 + + ��j + C14 C) 01 'EL; C 'Q� C3 iz U i (3 ;:e c ;� 0� 3 3 c) i2L Ckf C-) 21 Lj a u) a: uj tn ad n rx: V) ui V) 6 cn 11: L a m V) 0 SOUTH FLOWLINE S O.d1% s S 0 25% S = 0.25% -12' VIDE CRO GUTTEF L I 16 00 6 12 13 14 15 16 LEGEND -WONT.): LEGEND (CONT.): R11-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Lo I r) Ito W) n "R1-1* - STOP (D CURVE NUMBER FOR CURVE DESCRIPTION m I "R6-1* - ONE WAY "S5-2" - END SCHOOL ZONE "W31(CA)" - uj 350 *R5-1" - DO NOT ENTER - END ITEM OF WORK - SEE SCHEDULE §w R26(CA)- - NO PARKING "W14-1' - DEAD END 'R3 -5R* - RIGHT TURN ONLY :W14-2" - NO OUTLET FLOWLINE STATION - SEE TABLE (n� "R4-7* - KEEP RIGHT W11-7" - DOUBLE ARROW NOTE: 4 R81(CA)- - BIKE LANE "Wl-6* - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT -4.20' "W3-3" - SIGNAL AHEAD "Wl-l" - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT ';Aq STA. 13+80.33, 12.00LT. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 139.45' CONSTRUCT CATCH BASIN TYPE "A* SECTION DESIGNATION: 22 PER C.O.B. STD. D-14. CN CN u") EXISTING CATCH BASIN SECTION LETTER D EXISTING STORM DRAIN LINE 0 C4 Ln -s- EXISTING SEWER LINE 2 (D EXISTING TORM DRAIN MANHOLE SHEET WERE SECTION IS SHOM G EXISTING SEWER MANHOLE __j (D EXISTING SEWER CLEANOUT i TRACT BOUNDARY PHASE BOUNDARY z po __j Lu L6 co t& _ci 17 S = 0. 17 Rm 18 18 10� cd6d 0_1;v�) dw 19 _uj 4m cj (n EXI @ I �ioj 19 C -i CD Ill 1 0%0 U-31 ao Lo Lo n tn 1 00 IC3 a) 000 Lo I r) Ito W) n (o 39.45' m I > w __j - uj 350 39.27 1 362 §w Mm i,:3d (n� I __j Lu L6 co t& _ci 17 S = 0. 17 Rm 18 18 10� cd6d 0_1;v�) dw 19 _uj 4m cj (n EXI @ I �ioj 19 17 18 19 CONSTRUC110N NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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' EDE CROSS GUTTER PER C.O.B. STD ST -17. NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER AND STORM DRAIN PLANS 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 1171 po to CD Ill 1 0%0 U-31 ao Lo Lo n tn 1 Lo Lo LENGTH Lo n Lo I r) Ito W) n 25.00' 39.45' m I > w __j - uj 350 39.27 1 362 90*00'00" 9 1-7 39.09' I 89-34'50- 4 Lo po -4.20' rl� Lr. tl� ';Aq STA. 13+80.33, 12.00LT. 24.82' 89*34'51" P.R.C. rl� 139.45' 125.18' 360 22 STA. 15+72.52, F.L. CN CN u") > 364 C -i Ln in Lo- LFr 0 C4 Ln -4 10 362 P.R.C. ui STA. 16+90.15, F.L. ui P.R.C. STA. 18+68.19, 15.00LT. __j n13 fl) i STA. 19+00.03, F.L. m < _j uj LLJ Of I fl -51 ui Id- + STA. 21+32.69, 115.001-T. co ui 00 (p + fffl E.C. uj Ld LLj LL >: LLJ >: �j STA. 10+46.73, 12.00RT. m q P.R.C. STA. 10+53.87, 115.00RT. STA. 10+54.68, F.L. &2 cn E.C. c-.0 (n _j _j _j _j _j P6 Co Ld cn�; I C� STA. 12+57.83, F.L. B.C. STA. 12+69.60, 12.00RT. STA. 12+72.83, F.L. 352 STA. 12+76.74, 15.00RT. J6 ci cn ck� - Li L0 _j 0 + E.C. STA. 14+15.12, 12.00RT. .348 22 12 IT I L-0 _iTA. 15+15.58, F.L. n + STA. 15+16.26, 15.00RT. STA. 15+23.53, F.L. P.R.C. STA. 18+12.52, 15.00RT. STA. 18+21.41, F.L. W M E.C. STA. 18+19.66, 112.00RT. C041 04 Lo D 00 STA. 18+44.36, F.L. n3l P.R.C. STA. 18+41.80, 15.00RT. STA. 18+52.31, F.L. R P.R.C. STA. 211+32.15,_�5-00RT- STA. 21+44.28, F.L. M 00 STA. 21+39.29, 12.dORT. �2 UNIT BOUNDARY STA. 15+38.73, 18.00RT. STA. 15+46.81, F.L. UNIT BOUNDARY �j �.5+38.73, C.L. cl: I- LLJ U) U) C) Q C3 c i :< 3� clwo cl- � 17 18 19 CONSTRUC110N NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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' EDE CROSS GUTTER PER C.O.B. STD ST -17. NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER AND STORM DRAIN PLANS 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 1171 cila od:< c- �_ y C6 c I: c -n En M 21 20 21 1 To Lo po to CD Ill 1 0%0 U-31 ao Lo Lo n tn 1 Lo Lo LENGTH Lo n Lo I r) Ito W) n 25.00' 39.45' Gj > w __j - uj 350 39.27 1 362 90*00'00" 9 1-7 39.09' I 89-34'50- 4 10. 00' j9-5- -4.20' rl� Lr. tl� ';Aq STA. 13+80.33, 12.00LT. 24.82' 89*34'51" P.R.C. rl� 139.45' 125.18' 360 22 STA. 15+72.52, F.L. CN CN u") > 364 Lo ro STA. 16+75.73, 12.00LT. tn Lo ro 362 P.R.C. ui STA. 16+90.15, F.L. ui P.R.C. STA. 18+68.19, 15.00LT. __j n13 358 cila od:< c- �_ y C6 c I: c -n En M 21 20 21 1 To Lo + 06 cn F_11;v�) dicn� 711as h, PRI&L 20 21 REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER 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 PAVEMENT GRADE. '362 360 Ar %R 356 CURVE TABLE "I S tn in n Ill 1 0%0 U-31 ao Lo Lo n tn 1 -356 -354 LENGTH TANGENT Ld uj 1352 25.00' 39.45' Gj -4 Ldi Q 350 39.27 1 25.00' 90*00'00" 9 25.00' 39.09' 24.82' 89-34'50- 4 10. 00' j9-5- -4.20' 45-3423- 6 ';Aq STA. 13+80.33, 12.00LT. 24.82' 89*34'51" P.R.C. 25.00' 139.45' 125.18' 90-25'10* 22 STA. 15+72.52, F.L. CN P.R.C. cq 364 Lo ro STA. 16+75.73, 12.00LT. tn Lo ro 362 P.R.C. ui STA. 16+90.15, F.L. ui P.R.C. STA. 18+68.19, 15.00LT. __j n13 _j ui S TA. 18+90.33, 12.00LT. STA. 19+00.03, F.L. m < P.R.C. r� 360 fl -51 ui Id- + STA. 21+32.69, 115.001-T. co ui 00 (p + fffl E.C. Lj STA. 21+52.77, F.L. n17 358 STA. 10+46.73, 12.00RT. < q P.R.C. STA. 10+53.87, 115.00RT. STA. 10+54.68, F.L. &2 cn E.C. c-.0 (n 356 s i.3_ STA. 12+47.46, 15.00RT. STA. 12+49.88, F.L. p E.C. STA. 12+54.60, 112.00RT. STA. 12+57.83, F.L. B.C. STA. 12+69.60, 12.00RT. STA. 12+72.83, F.L. 352 STA. 12+76.74, 15.00RT. STA. 12+80.78, F.L. P.R.C. -350 STA. 14+13.63, F.L. E.C. STA. 14+15.12, 12.00RT. .348 22 12 IT I L-0 _iTA. 15+15.58, F.L. n + 06 cn F_11;v�) dicn� 711as h, PRI&L 20 21 REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER 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 PAVEMENT GRADE. '362 360 Ar %R 356 354 352 ff7c bATC- 350 348 APF'R0V`r;P ey- Ax/ '-P4 . Aw c. In. DA 22 346 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% RELA11VE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE 'A' NTH 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. ,611J1r 7 4AXy v t4 7bA,-1,?, 1= Le U R D 0 c1`1 co Of w N11 m 0 z En S.: CURVE TABLE STATIONING TABLE REF. NO. LENGTH TANGENT DELTA R1 25.00' 39.45' 25.18- 90-25-09- Q 25.00' 39.27 1 25.00' 90*00'00" 9 25.00' 39.09' 24.82' 89-34'50- 4 10. 00' j9-5- -4.20' 45-3423- 6 25. STA. 13+80.33, 12.00LT. 24.82' 89*34'51" P.R.C. 25.00' 139.45' 125.18' 90-25'10* 354 352 ff7c bATC- 350 348 APF'R0V`r;P ey- Ax/ '-P4 . Aw c. In. DA 22 346 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% RELA11VE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE 'A' NTH 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. ,611J1r 7 4AXy v t4 7bA,-1,?, 1= Le U R D 0 c1`1 co Of w N11 m 0 z En S.: 04 STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION 04 R1 B.C. STA. 10+47.27, 12.00LT. STA. 10+47.27, F.L. [fl P.R.C. STA. 10+54.41, 115.001-T. STA. 10+55.22, F.L. M3 E.C. STA. 10+61.55, 18.00LT. STA. 10+63.17, F.L. - . . I . . 13+60.61, F.L. [5] E.C. STA. 13+65.33, 12.00LT. STA. 13+68.56, F.L. 6 B.C. STA. 13+80.33, 12.00LT. STA. 13+83.56, F.L. [21 P.R.C. STA. 13+87.47, 15.001-T. STA. 13+91.51, F.L. B.C. STA. 15+67.67, 18.00LT. STA. 15+72.52, F.L. P.R.C. STA. 15+74.81, 15.00LT. STA. 15+80.47, F.L. B.C. STA. 16+75.73, 12.00LT. STA. 16+82.20, F.L. Ix P.R.C. STA. 16+82.87, 15.00LT. STA. 16+90.15, F.L. P.R.C. STA. 18+68.19, 15.00LT. STA. 18+77.08, F.L. n13 B.C. S TA. 18+90.33, 12.00LT. STA. 19+00.03, F.L. n14 P.R.C. STA. 18+97.47, 15.00LT. STA. 19+07.98, F.L. fl -51 P.R.C. STA. 21+32.69, 115.001-T. STA. 21+44.82, F.L. fffl E.C. STA. 21+39.84, 12.00LT. STA. 21+52.77, F.L. n17 B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. q P.R.C. STA. 10+53.87, 115.00RT. STA. 10+54.68, F.L. E.C. STA. 10+61.01, 18.00RT. STA. 10+62.63, F.L. P.R.C. STA. 12+47.46, 15.00RT. STA. 12+49.88, F.L. p E.C. STA. 12+54.60, 112.00RT. STA. 12+57.83, F.L. B.C. STA. 12+69.60, 12.00RT. STA. 12+72.83, F.L. P.R.C. STA. 12+76.74, 15.00RT. STA. 12+80.78, F.L. P.R.C. STA. 14+07.98, 15.00RT. STA. 14+13.63, F.L. E.C. STA. 14+15.12, 12.00RT. STA. 14+21.58, F.L. IB.C. STA. 15+09.12, 12.00RT. _iTA. 15+15.58, F.L. n P.R.C. STA. 15+16.26, 15.00RT. STA. 15+23.53, F.L. P.R.C. STA. 18+12.52, 15.00RT. STA. 18+21.41, F.L. W M E.C. STA. 18+19.66, 112.00RT. STA. 18+29.36, F.L. m B.C. STA. 18+34.66, 12.00RT. STA. 18+44.36, F.L. n3l P.R.C. STA. 18+41.80, 15.00RT. STA. 18+52.31, F.L. R P.R.C. STA. 211+32.15,_�5-00RT- STA. 21+44.28, F.L. M E.C. STA. 21+39.29, 12.dORT. STA. 21+52.23, F.L. UNIT BOUNDARY STA. 15+38.73, 18.00RT. STA. 15+46.81, F.L. UNIT BOUNDARY �j �.5+38.73, C.L. 354 352 ff7c bATC- 350 348 APF'R0V`r;P ey- Ax/ '-P4 . Aw c. In. DA 22 346 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% RELA11VE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE 'A' NTH 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. ,611J1r 7 4AXy v t4 7bA,-1,?, 1= Le U R D 0 c1`1 co Of w N11 m 0 z En S.: 0) 00 U. 0 I 04 04 z UJ < co > OD Z a: a. z o a: p 0 w Ix uj z 0 CD Z ju w 0 4L U. z uj 0 in '74 q z !2 cn Z _j V7 ch 5-- 1� vz, W M C) U) V) C) Q clwo cl- � U) ul fie C> _zz :0, C, C) 0) 00 U. 0 I 04 04 z UJ < co > OD Z a: a. z o a: p 0 w Ix uj z 0 CD Z ju w 0 4L U. z uj 0 in 0 q z !2 0) _j 0) 00 U. 0 I D�IVFWAY STA. 8+4�_ln _F1 CL LP,.R_.C.- 4 �C 2 9+ 3.76 +60.40, F -L - STA. 8+60. 6+ F8t 'fo;3 8. 362 360 358 356 354 352 350 348 WHITE AWER AVENUE SEE SHEET 14 362 360 35 356 354 352 350 362 0 58 356 354 352 350 348 346 STREET RIGHT-OF-WAY DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS AND TRACT NO. 4709, IMAP BOOK 37, PAGES 29-30. CEINTERUNE OF 20' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. Ir -n 110* 10 11 12 13 14 15 16 17 18 19 20 CURVE 21 DESC. C.L. STATION F.L. STATION n1 C) STA. 11+30.84, 15.00LT. STA. 11+31.65, F.L. M E.C. c� STA. 11+39.60, F.L. 51 B.C. C6 13 in 39.27' P.R.C. STA. 11+60.12, 15.00LT. LO co it) P.R.C. STA. 13+46.36, 15.00LT. STA. 13+50.40, F.L. PO E.C. STA. 13+53.50, 12.00LT. STA. 13+58.35, F.L. FZI B.C. STA. 14+47.50, 12.00LT. STA. 14+52.35, F.L. M P.R.C. STA. 14+54.64, 15.00LT. STA. 14+60.30, F.L. [51 P.R.C. STA. 16+40.84, 15.00LT. uj M1 E.C. STA. 16+47.98, 12.00LT. uj E STA. 16+62.98, 12.00LT. STA. 16+71.07, F.L. 16-38'17" P.R.0 STA. 16+70.12, 15.00LT. STA. 16+79.02, F.L. n13 P.R.0 STA. 18+60.84, 15.00LT. STA. 18+71.35, F.L. R E.C. STA. 18+67.98, 12.00LT. STA. 18+79.30, F.L. mi B.C. STA. 18+82.98, 12.00LT. STA. 18+94.30, F.L. R P.R.C. STA. 18+90.12, 15.00LT. 19+02.25, F.L. R1 P.R.C. 01 a 0!42`11 E.C. MEMO* STA. 11+65.85, F.L. R9 B.C. STA. 11+79.24, 12.00RT. 31 Va P.R.C. STA. 11+86.38, 15.00RT. STA. 11+88.80, F.L. E ME STA. 15+97.10, 15.00RT. MEN n E.C. STA. 16+04.24, 12.00RT. STA. 16+09.08, F.L. E B.C. STA. 16+19.24, 12.00RT. STA. 16+24.08, F.L. P.R.C. STA. 16+26.38, 15.00RT. STA. 16+32.03, F.L. P.R.C. STA. 19+27.10, 15.00RT. STA. 19+34.36, F.L. E.C. STA. 19+34.24, 12.00RT. STA. 19+42.31, F.L. M B.C. STA. 19+49.24, 12.00RT. STA. 19+57.31, F.L. P.R.C. STA. 19+56.38, 15.00RT. STA. 19+65.26, F.L. -) Sn � up to M c� C1 O� CD C-> DE 2 a- w CL U1 a C) M - > C) U') I LO ro w Of 1w woe Of E ME ME %%%'i 1111010111111 uj CD loll I EMENIN Z-6 C" c' CD MEN w 1.3 _j uj 11 M 0 woo -9 C> n cj _j La 0 LO ai V) uj (n ai M ob - - - - - - - 17 C> =:) C) ME S E - - - - - - - - I E NEE A P02 tam IMENE NEI 31-1 E Elam ch _: .31111 PROPOSED CENT --RUNE Ilk, S Oo Z5% (3 . -c� I- or, E on ME EXISTING G iOUND M 1 M igill 11 M. -I 191110111111 ME 1111111-0 mpa, - - - - - - - - - - - -- - - -- - - -- [MINE _111111 - - 77''F77- - _t - - T 1 11 0 CENTI:RUNE am AZI rev, IF, reap, E ri, wolp..sp-11 I I CA ANN I N E MENNEN --- - IN MENE -1 MEN ME OMEN E 11 EME1111010101010101 MENEM No MEN 11111ME11111111110 11IMPAMME No MENNEN E 10 11 12 13 14 15 16 17 18 19 20 CURVE 21 DESC. C.L. STATION F.L. STATION n1 C) STA. 11+30.84, 15.00LT. STA. 11+31.65, F.L. M E.C. c� STA. 11+39.60, F.L. 51 B.C. C6 13 in 39.27' P.R.C. STA. 11+60.12, 15.00LT. LO co it) P.R.C. STA. 13+46.36, 15.00LT. STA. 13+50.40, F.L. PO E.C. 362 0 �358 356 4 2 0 CURVE TABLE STATIONING TABLE CURVE REF. NO. DESC. C.L. STATION F.L. STATION n1 P.R.C. STA. 11+30.84, 15.00LT. STA. 11+31.65, F.L. M E.C. STA. 11+37.98, 12.00LT. STA. 11+39.60, F.L. 51 B.C. 000r, STA. 11+54.60, F.L. 39.27' P.R.C. STA. 11+60.12, 15.00LT. STA. 11+62.55, F.L. 37.00' P.R.C. STA. 13+46.36, 15.00LT. STA. 13+50.40, F.L. EXISTING STORM DRAIN LINE E.C. STA. 13+53.50, 12.00LT. STA. 13+58.35, F.L. FZI B.C. STA. 14+47.50, 12.00LT. STA. 14+52.35, F.L. M P.R.C. STA. 14+54.64, 15.00LT. STA. 14+60.30, F.L. [51 P.R.C. STA. 16+40.84, 15.00LT. uj M1 E.C. STA. 16+47.98, 12.00LT. uj B.C. STA. 16+62.98, 12.00LT. STA. 16+71.07, F.L. 16-38'17" P.R.0 STA. 16+70.12, 15.00LT. STA. 16+79.02, F.L. n13 P.R.0 STA. 18+60.84, 15.00LT. STA. 18+71.35, F.L. R E.C. STA. 18+67.98, 12.00LT. STA. 18+79.30, F.L. mi B.C. STA. 18+82.98, 12.00LT. STA. 18+94.30, F.L. R P.R.C. STA. 18+90.12, 15.00LT. 19+02.25, F.L. R1 P.R.C. _STA. STA. 11+57.10, 15.00RT. STA. 11+57.90, F.L. N1 E.C. STA. 11+64.24, 12.00RT. STA. 11+65.85, F.L. R9 B.C. STA. 11+79.24, 12.00RT. STA. 11+80.85, F.L. Va P.R.C. STA. 11+86.38, 15.00RT. STA. 11+88.80, F.L. 0 P.R.C. STA. 15+97.10, 15.00RT. STA. 16+01.13, F.L. n E.C. STA. 16+04.24, 12.00RT. STA. 16+09.08, F.L. B.C. STA. 16+19.24, 12.00RT. STA. 16+24.08, F.L. P.R.C. STA. 16+26.38, 15.00RT. STA. 16+32.03, F.L. P.R.C. STA. 19+27.10, 15.00RT. STA. 19+34.36, F.L. E.C. STA. 19+34.24, 12.00RT. STA. 19+42.31, F.L. M B.C. STA. 19+49.24, 12.00RT. STA. 19+57.31, F.L. P.R.C. STA. 19+56.38, 15.00RT. STA. 19+65.26, F.L. -) Sn � up to M c� C1 O� CD C-> DE 2 a- w CL U1 a C) M - > C) U') I LO ro w Of 1w woe Of %%%'i uj CD co + C1 Z-6 C" c' CD w _j uj M 0 woo C> n cj _j La 0 LO ai V) uj (n ai M ob - - - - - - - 17 C> =:) C) S - - - - - - - - M ch PROPOSED CENT --RUNE Ilk, S Oo Z5% (3 . -c� I- EXISTING G iOUND M - - - - - - - - - - - -- - - -- - - -- ).40%-1 - - 77''F77- - _t - - T 1 11 0 CENTI:RUNE 362 0 �358 356 4 2 0 360 REVISMAJ Appp'c>\1t50 8'r: 356t, 354(AR5v/'</0f'j ppkovub By., 352 350 CURVE TABLE STATIONING TABLE CURVE REF. NO. DESC. C.L. STATION F.L. STATION n1 P.R.C. STA. 11+30.84, 15.00LT. STA. 11+31.65, F.L. M E.C. STA. 11+37.98, 12.00LT. STA. 11+39.60, F.L. 51 B.C. STA. 11+52.98, 12.00LT. STA. 11+54.60, F.L. 39.27' P.R.C. STA. 11+60.12, 15.00LT. STA. 11+62.55, F.L. 37.00' P.R.C. STA. 13+46.36, 15.00LT. STA. 13+50.40, F.L. EXISTING STORM DRAIN LINE E.C. STA. 13+53.50, 12.00LT. STA. 13+58.35, F.L. FZI B.C. STA. 14+47.50, 12.00LT. STA. 14+52.35, F.L. M P.R.C. STA. 14+54.64, 15.00LT. STA. 14+60.30, F.L. [51 P.R.C. STA. 16+40.84, 15.00LT. STA. 16+48.12, F.L M1 E.C. STA. 16+47.98, 12.00LT. STA. 16+56.07, F.L. B.C. STA. 16+62.98, 12.00LT. STA. 16+71.07, F.L. 16-38'17" P.R.0 STA. 16+70.12, 15.00LT. STA. 16+79.02, F.L. n13 P.R.0 STA. 18+60.84, 15.00LT. STA. 18+71.35, F.L. R E.C. STA. 18+67.98, 12.00LT. STA. 18+79.30, F.L. mi B.C. STA. 18+82.98, 12.00LT. STA. 18+94.30, F.L. R P.R.C. STA. 18+90.12, 15.00LT. 19+02.25, F.L. R1 P.R.C. _STA. STA. 11+57.10, 15.00RT. STA. 11+57.90, F.L. N1 E.C. STA. 11+64.24, 12.00RT. STA. 11+65.85, F.L. R9 B.C. STA. 11+79.24, 12.00RT. STA. 11+80.85, F.L. Va P.R.C. STA. 11+86.38, 15.00RT. STA. 11+88.80, F.L. 0 P.R.C. STA. 15+97.10, 15.00RT. STA. 16+01.13, F.L. n E.C. STA. 16+04.24, 12.00RT. STA. 16+09.08, F.L. B.C. STA. 16+19.24, 12.00RT. STA. 16+24.08, F.L. P.R.C. STA. 16+26.38, 15.00RT. STA. 16+32.03, F.L. P.R.C. STA. 19+27.10, 15.00RT. STA. 19+34.36, F.L. E.C. STA. 19+34.24, 12.00RT. STA. 19+42.31, F.L. M B.C. STA. 19+49.24, 12.00RT. STA. 19+57.31, F.L. P.R.C. STA. 19+56.38, 15.00RT. STA. 19+65.26, F.L. 360 REVISMAJ Appp'c>\1t50 8'r: 356t, 354(AR5v/'</0f'j ppkovub By., 352 350 I R06 .74�� A. Mc.07,c>Spj R-cle. 3.3-,3.22- rax/p (36/_40/1.f LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON 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. 0 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) LEGEND (CONT.): CURVE TABLE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE RADIUS LENGTH TANGENT DELTA "R26(CA)" - NO PARKING *W14-1" - DEAD END 37.00' 55.04! 34.04' 85-13'30- 10.00' 7.95' 4.20' 45-34'23" NEW STORM DRAIN LINE - REFER TO SEWER 25.00' 39.27' 25.00 90*00 00 1 37.00' 54.50' 33.54' 84-23'23- EXISTING STORM DRAIN LINE 55.00' 1 81.81' 50.60' 85-13'30" EXISTING TORM DRAIN MANHOLE 55.00' 1 81.01' 49.86' 84-23'23" 37.00' 10.95' 5.52' 16-57'27" 78.00' 162.40 133.19' 119-17'25" 37.00' 10.74' 1 5.41' 16-38'17" @ 78.00' 161.05' 1130.60' 11 I R06 .74�� A. Mc.07,c>Spj R-cle. 3.3-,3.22- rax/p (36/_40/1.f LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON 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. 0 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) LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rl-l" - STOP *S5-2� - END SCHOOL ZONE 'R6-1' - ONE WAY *R5-1" - DO NOT ENTER *W31(CA)" - END "R26(CA)" - NO PARKING *W14-1" - DEAD END "R3 -5R" - RIGHT TURN ONLY :W14-2" - NO OUTLET *R4-7' - KEEP RIGHT WI -7' - DOUBLE ARROW -R81(CA)- - BIKE LANE "W1-6' - SINGLE ARROW "W3-3" - SIGNAL AHEAD "W1-1' - CURVE ARROW D- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS "A" .4. CONSTRUCT CATCH BASIN TYPE PER C.O.B. STD. D-14. EXISTING CATCH BASIN EXISTING STORM DRAIN LINE D- S- EXISTING SEWER LINE D EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE (0 EXISTING SEWER CLEANOUT TRACT BOUNDARY PHASE BOUNDARY LEGEND (CONT.): CURVE NUMBER FOR CURVE DESCRIP11ON ITEM OF WORK - SEE SCHEDULE in FLOWLINE STAT10N - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER SHEET WERE SECTION IS SHO CONSTRUCTION NO -FES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER 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 PAVEMENT GRADE. Am opt &4-y 4A�4 '-HAW 4_�. E�. IV I P. 3�07 a F_)cr rx/.;04 362 360 358 356 354 352 350 348 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" NTH 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. /p'- &,I No., 22 it p o.33,12 .6-'! 14 , 1(tq ?to I - "c -Rr% v w ur 1-7-1 DATC- 0, U) U) "c M -) Sn � up M Ir CD C-> DE 2 a- w CL U1 a C) M - > w Of 1w woe Of CD Z-6 C" c' CD (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: OUGH GRADING HAS BEEN I ,M2 F- w LEGEND (CONT.): Ma FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 0 M CONSTRUCT NEW LOro 100 m V) 360 W4- LO Ito LO UNIT 11 AC PAVING PER NOTE 2 UNIT 10 �2 w V, tz In S o < *W3-3" - SIGNAL AHEAD "Wl-l* - CURVE ARROW uuj NEW STORM DRAIN LINE - REFER TO SEWER ro LLI Ld _j _j Ld Ll _j -i Ld 2 P Lu w w Ll c>- LLI,3c,i w c; c; c� c� L6 0� OR 356 .0 P, r- to C3 C) tn _j C5 6 c� _J23 C> -1 Ind -1 I- 'd F cj j� 352 J. n YELLOW C61 r) c� c� P.R.C. C) C> % c� c� Cl C) U5 Cl C! 350 C� BEAC FLOWLI LUPINE DRIVE SEE SHEET 9 04 Lci t" c3 p) 'd L0 �2 vi 04 cd 4- + + cd uj 00 04 cli �H ASTER [RIVE 19 1+ 348 I LU d Lc _j -j CiLL: STA. 11+43.23, F.L. LLj ci -i (3 Lc du: _j_j C3 d du: _j d SEE SHEET 8 rl CN Lo m n ul U) L U) i (n LLJ En m m a- L 346 to (4 L� EXISTI 360 CjLc 'am u: + LL: 1.5- --- "ROUN CENTER I r c;c; c)(D cg;- 360 JNL II I - u� r_� c;"T Lorl S 56 C:5,6 _; I 0.25% 75R. a� 358 cj <* Q� < C4* c� 04 00 NE -J C-4 LO r<cj m + Ki CDI* a 18, 18\\ . ui U) . I.- F- m cn a: V) 3561 2 -011 n to + + co co + + ou Lo L) n 70+ I (0co + ad 04 "i 0i nn fwli 6 354's + ro to 10 c%4 CD a a C) 0, CD C_� crm: C3 + + + + --:at LU + + 04 + + + + I 30'_ 3 r_r_� cj O� U) .,e Q� C3 c Ld 350 Ld a- j� U) L u) 1061 CL 04 m uj LU V) 348, U) a: MWA (n M (n m___ ci 10 11 362 10 .0 360 >: of 00 358 EA W L'i 9 U U) S Q 25% cl! S = 0-%1%. 3 O.E 1% im f__ lu-) 9 35 + + U) Luj V) In cd cn ui (n in m V)V) Li U)V) c6 (ncn w win cd (,n- . W F- . in min - a 3 _n XISTING (ROUND < < 0 LC E%tSTINC 20 > . >: a -F 0 CENTERLINE 348 >: Ld w U -i ul @ GEN' 00 W z: D D uj LLj LJ _j _j ii 3 4 LLJ Z14 C4 (D UJ LLJ LLJ N O'l 2*E 00 rl") 11+00 1 1 2 -12+uo 1 INTERSECTION - - 280.00' STA. 10+00.00, C.L. TYP. 14 -co -cD 1 b� 5 1 6 Cy - SCOTCH BROOM wAv= 2 r) W STA. 14+00.50, C.L. 6 19 YELLOW LUPINE DR. 8 Ij ��j 9 21 10 rl It, cm 9 Co a CD m Co Of C) PA Qf m CD Of C) m -,J cn cli c� 0 C, .6 C> c-li . cli c� - Cal cli 7 4- ci U- _j I (3L.: u: d u: 0 LA: Ls L� 06CS C! C! C4 a) q�-dr W? rll� Ln t- r LO C) r - C) 1-t ci BEACH rl r- cli cqao (n r__ _: nn Coto o6oi C-4 LO r_� c; 1�t 1_46 f -i ffi 0; ASTER DRIVE YELLOW ++ ++ C3 C. to PO ++ V) ++ c0c.0 ++ C4 + n + .4- SEE SHEET 8 LUPINE DRIVE Cl Cl + C*4 SEE SHEET 9 .3 C3 cj ;� U) 01 LJ V) in m 'V' -)V) La Env) in V) P-F- V)U) �d v)(f) Lj (f) 1� U) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: OUGH GRADING HAS BEEN I ,M2 F- w LEGEND (CONT.): Ma FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 0 M "Rl-l" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY LOro 100 m V) 360 W4- LO Ito LO �0 In ro LO z ro �2 w V, tz In S o < *W3-3" - SIGNAL AHEAD "Wl-l* - CURVE ARROW uuj NEW STORM DRAIN LINE - REFER TO SEWER ro LLI Ld _j _j Ld Ll _j -i Ld 358 P Lu w w Ll c>- LLI,3c,i w c; c; c� c� L6 0� OR 356 .0 P, r- to F* u") V) to C> ro tn LO C5 6 (n V) 26 MO 354 Ind C3 I- 'd F cj j� 352 J. n c� V) C61 r) LO -XIST. P.R.C. I li -0.2 % m -f CO to ul Lu of _j U5 W (0 ( 350 113 1 L "_ PROPOSEDIWEST FLOWLI __j Ld CT 04 Lci t" c3 p) 'd L0 >: vi 04 T) C.0 . 1 4- + + U_j uj uj -i >; ui + ;E: E13 I + + 1+ 348 + LU r.A A STA. 11+43.23, F.L. LLj ci STA. 11+40.00, 12.00RT. 3 Cl� c'.4 C3 2 C3 C14 (3 _j L'i rl CN Lo m n + d Lp U) L U) i (n LLJ En m m a- L 346 to (4 LLJ EXISTI 360 'am 10 + PROPC 362 --- "ROUN CENTER r 358 L 360 JNL II I - gig S 56 MINE 0.25% 75R. a� 358 cj <* Q� < C5 < c� co NE -J 3541M m + C5 ul c1*4 I cn jl;,- cd V) CL . ui U) . I.- F- m cn a: V) 3561 2 -011 ou Lo L) + is + I'll 354's + ro to 10 c%4 1 0, CD C_� crm: C3 Q� 352 --:at LU 0� (A (3 '4 C_5 r_r_� cj O� z: .,e Q� C3 0 1% Ld 350 Ld a- j� U) L u) 1061 CL (f) m (f) CL LU V) 348, U) a: MWA (n M (n m___ 346 ME 10 11 362 04 LO .0 360 >: _j 358 EA W L'i LLJ _j S Q 25% cl! S = 0-%1%. O.E 1% im 0. S 0. to 35 + + CC 0 cj C3 C. <e a 354 1. M ,i. . W F- . in min - a 3 _n XISTING (ROUND < < 0 LC E%tSTINC G R Ob 1 14 u > . >: a -F 0 CENTERLINE 348 >: Ld w U -i ul @ GEN' z: D D uj LLj LJ _j _j ii LLJ Z14 C4 346' UJ LLJ LLJ 25 =Now% itilm 11. VEST. TENT. TR. 7202 UNIT 10 CONSTRUCT NEW UNIT 1 AC PAVING PER NOTE 2 8 25 F_: F-: REMOVE EXIST. CURB & GUTTER C) C) C> CD c� C� c� c� c� F. 1-: �2 �2 BEACH _j F_: CD __j __j ASTER DRIVE C) C) c� Co 01 _jj CHECKERBILOOM q IR q q ci u: Cj LL: 6L.L CiLl: 6 24 L� SEE SHEI �p C�! LZ DRIVE er6 06rT cq(6 e(6 C) co SEE SHEET 7 .-j -qff-j u� (q I- to CD 14- c� w 10� mm., - -4, U- b&-+= t-i-oi' ,7JIL ff 10 (L INTERSECTION STA. 10+00.00, C.L. SKY LUPINE LANE= STA. 16+28.73, C.L. BEACH ASTER DRIVE 12 AY m S:vf3A"Tr &7pfFeT PLAM PER 4T4 4 STH _�,V5S7.AAJT/AL C0AlPr0,Q"44JC rIOR TRAI`�T (gqxfl;�_ UA/11_!� 9 4 tz F- w LEGEND (CONT.): Ma FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 0 M "Rl-l" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY 0 Of U-) ro m V) to LO to W4- LO Ito "R3 -5R" - RIGHT TURN ONLY :Wl4-2" - NO OUTLET �0 In ro LO z ro �2 w V, tz In S o < *W3-3" - SIGNAL AHEAD "Wl-l* - CURVE ARROW uuj NEW STORM DRAIN LINE - REFER TO SEWER V)m 27 z _j_j cid 0 w P cTcq 0 c>- LLI,3c,i -S- (f) 00(0 ++_ Lu C4 �4- .0 w -i Ld z V) to C> ro tn LO STA. 11+54.64, 15.00RT. (n V) 26 25 =Now% itilm 11. VEST. TENT. TR. 7202 UNIT 10 CONSTRUCT NEW UNIT 1 AC PAVING PER NOTE 2 8 25 F_: F-: REMOVE EXIST. CURB & GUTTER C) C) C> CD c� C� c� c� c� F. 1-: �2 �2 BEACH _j F_: CD __j __j ASTER DRIVE C) C) c� Co 01 _jj CHECKERBILOOM q IR q q ci u: Cj LL: 6L.L CiLl: 6 24 L� SEE SHEI �p C�! LZ DRIVE er6 06rT cq(6 e(6 C) co SEE SHEET 7 .-j -qff-j u� (q I- to CD 14- c� w 10� mm., - -4, U- b&-+= t-i-oi' ,7JIL ff 10 (L INTERSECTION STA. 10+00.00, C.L. SKY LUPINE LANE= STA. 16+28.73, C.L. BEACH ASTER DRIVE 12 AY m S:vf3A"Tr &7pfFeT PLAM PER 4T4 4 STH _�,V5S7.AAJT/AL C0AlPr0,Q"44JC rIOR TRAI`�T (gqxfl;�_ UA/11_!� 9 4 tz 12 aoz_ 360 358 356 354 352 350 348 '%Ar, 13 13 LEGEND (CONT.): Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 0 C� "Rl-l" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY C� U-) ro cn of to LO to W4- LO Ito "R3 -5R" - RIGHT TURN ONLY :Wl4-2" - NO OUTLET �0 In ro LO z ro �2 w V, tz In S z to *W3-3" - SIGNAL AHEAD "Wl-l* - CURVE ARROW V3 NEW STORM DRAIN LINE - REFER TO SEWER VEST. TENT. TR. 7202 >: w LUPINE LANE >: w >: >: ct I C> w cn C3 EXISTING STORM DRAIN LINE -S- EXISTING SEWER LINE w _j __j Lu -i .0 w -i Ld I i ui i -i LAJ V) to C> ro tn LO STA. 11+54.64, 15.00RT. w > MO P.R.C. ci d 0� of 354 C6 Li n c� V) C61 r) LO -XIST. P.R.C. C" w m -f CO to ul Lu of _j U5 W (0 ( C4 113 1 L "_ 0) Ld _j __j Ld CT 04 Lci t" c3 p) 'd L0 o6 c6 LO CD vi 04 T) C.0 . 1 4- + + U_j uj La UNIT BOUNDARY + ;E: E13 I + + 1+ 4- + + LU UNII BOUNDARY A STA. 11+43.23, F.L. LLj ci STA. 11+40.00, 12.00RT. 3 Cl� c'.4 C3 2 C3 C14 (3 _j L'i rl CN Lo m n + d Lp U) L U) i (n LLJ En m m a- L n Li to (4 LLJ EXISTI 360 'am + + PROPC SED----� + "ROUN CENTER r 358 L kb I I- LUW JNL II I - S -0.08% S 56 0.25% 75R. a� C3 I- cj <* Q� < C5 < c� co NE -J 3541M m + C5 ul c1*4 I cn jl;,- cd V) CL . ui U) . I.- F- m cn a: V) - uj V) 2 r c ou Lo L) + + I'll 350�m + ro to 10 c%4 1 0, CD C_� crm: C3 Q� --:at LU 0� (A (3 '4 C_5 r_r_� cj O� z: .,e Q� C3 0 1% Ld Ld Ld a- j� U) L u) 1061 CL (f) m (f) CL LU V) m U) a: LLI 12 aoz_ 360 358 356 354 352 350 348 '%Ar, 13 Jbz 360 1358 1356 i354 352 :350 348 1AR 12 13 13 LEGEND (CONT.): Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: db "Rl-l" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY LO n U-) ro 00 LO ro to LO to W4- LO Ito "R3 -5R" - RIGHT TURN ONLY :Wl4-2" - NO OUTLET �0 In ro 'R Lo in �2 w V, tz In S w v)n En cn ui cdlcnv) cn V) cd Lj U)V) cnv) *W3-3" - SIGNAL AHEAD "Wl-l* - CURVE ARROW D- NEW STORM DRAIN LINE - REFER TO SEWER VEST. TENT. TR. 7202 >: w LUPINE LANE >: >; >: >: ct I C> -D- EXISTING STORM DRAIN LINE -S- EXISTING SEWER LINE (D _j LLj __j ll-� LJ,.LLi LL, w u>j; -.i uj LLJ w -i Ld I i ui i -i LAJ w _j U) Ll V) tn LO STA. 11+54.64, 15.00RT. STA. 11+58.69, F.L. MO P.R.C. ci d 0� >: 354 C6 Li n c� V) C61 r) to -XIST. P.R.C. C" 1�flxj-d .t rl< 0 r- m -f CO to ul Lu of _j C) ui 352 113 1 L "_ Lu Ld _j ro 04 Lci t" c3 p) 'd L0 o6 c6 LO CD vi 04 0i 1) pl) 0i LLi "q_ n LLJ t-. uj C, U_j uj La UNIT BOUNDARY + +94 + I + + 1+ 4- + + LU UNII BOUNDARY A STA. 11+43.23, F.L. LLj UNIT BOUNDARY STA. 11+40.00, 12.00RT. 3 Cl� c'.4 C3 2 C3 EN C-4 (3 _j L'i rl CN Lo m n + d Lp U) L F- in Z3 v m ul 0- lrzr, i (n LLJ En m m a- L n Li to (4 LLJ 360 'am + + PROPC SED----� + + r 358 L kb I I- LUW JNL II I - S -0.08% 56 S 75R. a� C3 I- cj <* Q� < C5 < c� co Li 3541M m + C5 ul 0� V) u I cn jl;,- cd V) CL . ui U) . I.- F- m cn a: V) - uj V) 2 (n + + I'll 350�m + 10 c%4 1 0, CD C_� crm: C3 Q� ce 0� (A (3 '4 C_5 r_r_� cj O� z: .,e Q� C3 0 1% Ld m LJ in a- j� U) L u) 1061 CL (f) m (f) CL LU V) m U) a: LLI (n M (n OPOSED 'EST FLO NLINE cli LO 04 LO EA ST FLO S Q 25% S = 0-%1%. O.E 1% im 0. S 0. % Jbz 360 1358 1356 i354 352 :350 348 1AR 12 13 10 11 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VER11CAL 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 INTERSEC11ON 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 E�) 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' WNGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) a0z 360 358 352 350 348 '%Ar. 12 13 LEGEND (CONT.): Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: db "Rl-l" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY LO n U-) ro 00 LO ro to LO to W4- LO Ito "R3 -5R" - RIGHT TURN ONLY :Wl4-2" - NO OUTLET �0 In ro 'R Lo in �2 w V, tz In S w v)n En cn ui cdlcnv) cn V) cd Lj U)V) cnv) *W3-3" - SIGNAL AHEAD "Wl-l* - CURVE ARROW D- NEW STORM DRAIN LINE - REFER TO SEWER VEST. TENT. TR. 7202 >: w LUPINE LANE >: >; >: >: ct I C> -D- EXISTING STORM DRAIN LINE -S- EXISTING SEWER LINE (D _j LLj __j ll-� LJ,.LLi LL, w u>j; -.i uj LLJ w -i Ld I i ui i -i LAJ w _j U) Ll V) tn LO STA. 11+54.64, 15.00RT. STA. 11+58.69, F.L. MO P.R.C. ci d 0� >: 354 C6 Li n c� V) C61 r) to -XIST. P.R.C. C" 1�flxj-d .t rl< 0 r- m -f CO to ul Lu of _j C) ui 352 113 1 L "_ Lu Ld _j ro 04 Lci t" c3 p) 'd L0 o6 c6 LO CD vi 04 0i 1) pl) 0i LLi "q_ n LLJ t-. uj C, U_j uj La UNIT BOUNDARY + +94 + I + + 1+ 4- + + LU UNII BOUNDARY A STA. 11+43.23, F.L. LLj UNIT BOUNDARY STA. 11+40.00, 12.00RT. 3 Cl� c'.4 C3 2 C3 EN C-4 (3 _j L'i rl CN Lo m n + d Lp U) L F- in Z3 v m ul 0- lrzr, i (n LLJ En m m a- L n Li to (4 LLJ 360 'am + + PROPC SED----� + + r 358 L kb I I- LUW JNL II I - S -0.08% 56 S 75R. a� C3 I- cj <* Q� < C5 < c� co Li 3541M m + C5 ul 0� V) u I cn jl;,- cd V) CL . ui U) . I.- F- m cn a: V) - uj V) 2 (n + + I'll 350�m + 10 c%4 1 0, CD C_� crm: C3 Q� ce 0� (A (3 c3l 0� C_5 r_r_� cj O� z: .,e Q� C3 0 1% Ld m LJ in a- j� U) L u) 1061 CL (f) m (f) CL LU 10 11 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VER11CAL 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 INTERSEC11ON 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 E�) 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' WNGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) a0z 360 358 352 350 348 '%Ar. 12 13 LEGEND (CONT.): Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: db "Rl-l" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY to r6 ewi -ce C;"� 06 - cq(s ck6 C;(6 00 LO r- Lo r-� r- co r, LO C>�t 30' 30 "R5-1" - DO NOT ENTER :W31(CA)- - END 6 ciui r,: c� -: t6 Kia; Kia; 06 - n n LO co co PO to .4-4- R26(CA)- - NO PARKING W14-1" - DEAD END ;t 10 + + + + CHECKERBILOOM "R3 -5R" - RIGHT TURN ONLY :Wl4-2" - NO OUTLET C14" "C4 DRIVE "R4-7* - KEEP RIGHT Wl-7" - DOUBLE ARROW Q� ci ;:_e �_ ;�;� c3l SEE SHEET 7 -R81(CA)- - BIKE LANE "Wl-6" - SINGLE ARROW w v)n En cn ui cdlcnv) cn V) cd Lj U)V) cnv) *W3-3" - SIGNAL AHEAD "Wl-l* - CURVE ARROW D- NEW STORM DRAIN LINE - REFER TO SEWER VEST. TENT. TR. 7202 AND STORM DRAIN PLANS "A" LUPINE LANE CONSTRUCT CATCH BASIN TYPE (PRIVATE STREET) PER C.O.B. STD. D-14. SCALE: 1" = 50' HORIZONTAL EXISTING CATCH BASIN -D- EXISTING STORM DRAIN LINE -S- EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE 356 EXISTING SEWER MANHOLE 1_u EXISTING SEWER CLEANOUT TRACT BOUNDARY - - - - - - - - - PHASE BOUNDARY + + ++ ++ +-+ Lu CD Cl Cl CD U) 4 cf) "C'i co .:L< + + ++9 < 00 + + + + + + - 4 U-) V-) ul C -n -u V) En Lj V n U -i x 0) Ld Ck; $N _:�l N 0, C C3 Ci V) C:) 4z��) c) C�' 40 c c J0(<,�+n? W�+<` qwc� ic-1 c 9 w V) in 13i ("n- in ul V) in Ed Low Li In U) X luo) 9 2 1 3 P L 9 �J: q INTERSECTION A V0, LO LO STA. 12+80.00, C.L. L F211 I P 4 SKY LUPINE LANE= Upl� cm VSTA. 16+26.68, C.L. 2 C C _00 V-) 0 11+00 CHECKERBLOOM DRIVE E 0 i'il- - tl 2 + (0 0 CN -4 �80.00 6 lyp. 1 z 2 D 5' REMOVE EXIST. w _ui- F.: CURB & GUTTER of P/L CD a EX: > C� c� Q, C) CD C) Cl c� c� Cl C3 C) 04 CN 06 ;l 00 Z5 C14 04 C14 SEE 362 du: du: C-) L� i -j 4_4 _j_j 00 5 (3 MENEEM u: Cj u: u- uu_ uu_ 1 1 18' C) C) 0606 C606 C) c� r-_rl C) to to r6 ewi -ce C;"� 06 - cq(s ck6 C;(6 00 LO r- Lo r-� r- co r, LO C>�t 30' 30 r -z r-� ro ro Coco 6 ciui r,: c� -: t6 Kia; Kia; 06 - n n LO co co PO to .4-4- + + C, C) Cp c� ;t 10 + + + + CHECKERBILOOM �?� of 7- C14" "C4 DRIVE ci Q� ci ;:_e �_ ;�;� c3l SEE SHEET 7 Li V) V) edivAn w V) V) w v)n En cn ui cdlcnv) cn V) cd Lj U)V) cnv) UNIT UNIT 1 TENT. TR. VEST. TENT. TR. 7202 SK LUPINE LANE L J (PRIVATE STREET) > ui c SCALE: 1" = 50' HORIZONTAL z 1" = 5' VER11CAL N TE. ROUGH GRADING HAS BEEN PERFORMED 362 STATIONING TABLE MENEEM r- c� 0) c) �2 cq B.C. 360 1 Z! A P.R.C. STA. 10+54.14, 15.00LT. STA. 10+54.95, F.L. n Lq >: uj C'4 V3 cli W) to CN in Ld L J 04 L0 > ui c 00 z to STA. 10+47.00, 12.00RT. __j w Q�w to W 356 I 1_u + STA. 11+27.79, F.L. tn LO STA. 11+54.64, 15.00RT. STA. 11+58.69, F.L. MO P.R.C. ci d 0� >: 354 C6 Li n c� V) C61 r) to -XIST. P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. z 2 'ROUND yNTER, 1 Lu of _j ui _j ui 352 113 1 L "_ Lu Ld _j ro w co cy - P.R.C. >: Lj 350 LLJ t-. uj C, U_j uj La UNIT BOUNDARY uj >: n 348 >: Ld 61 'm STA. 11+43.23, F.L. LU UNII BOUNDARY A STA. 11+43.23, F.L. LLj UNIT BOUNDARY STA. 11+40.00, 12.00RT. _j Lai c'.4 uj STA. 11+40.00, C.L. _j Lu 3461 _j L'i rl CN Lo m n + d Lp 10 c1l n m ro 362 1 360 'am + + + + + + + r 358 C-6- 0 56 13� a� C3 I- cj <* Q� < C5 < c� co Li 3541M m + C5 ul 0� V) u I cn jl;,- cd V) CL . ui U) . I.- F- m cn a: V) - uj V) 2 (n + + I'll 350�m + 10 c%4 1 0, CD C_� crm: C3 Jul - 360 358 356 354 352 350 348 IAR 12 362 360 356 354 352 350 348 346 STATIONING TABLE MENEEM r- c� 0) c) �2 [11 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. Lq STA. 11+25.36, 15.00LT. C'4 V3 cli W) cli LO CN in cli L0 LO C-4 LO 04 L0 eq LO 00 z to STA. 10+47.00, 12.00RT. STA. 10+47.00, F.L. ml to cli L0 ro rn ro ro STA. 11+27.79, F.L. tn LO STA. 11+54.64, 15.00RT. STA. 11+58.69, F.L. MO P.R.C. STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. >: >: >; STA. 10+54.95, F.L. n P.R.C. STA. 11+25.36, 15.00LT. to ff 31 P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. z 2 uj Lu of _j ui _j ui Lu _j ui ul _j Lu Ld _j ro w >: LLJ cy - P.R.C. >: Lj LLJ LLJ t-. uj C, U_j uj La UNIT BOUNDARY uj >: n _j STA. 11+40.00, 12.00LT. STA. 11+43.23, F.L. LU UNII BOUNDARY A STA. 11+43.23, F.L. LLj UNIT BOUNDARY STA. 11+40.00, 12.00RT. _j Lai _j LLj uj STA. 11+40.00, C.L. _j Lu _j L'i rl CN Lo m n + d Lp c6 fD c1l n m ro 4m 14- 1 'am + + + + + + + r C-6- 0 13� a� C3 I- cj <* Q� < C5 < c� co Li 11) m + C5 ul 0� V) u I cn jl;,- cd V) CL . ui U) . I.- F- m cn a: V) - uj V) in (n + + I'll + + c%4 13� (3 0, CD C_� crm: C3 Q� ce 0� (A (3 c3l 0� C_5 r_r_� cj O� c.3 .,e Q� C3 0 1% Ld m LJ in a- j� U) L u) 1061 CL (f) m (f) CL LU V) m U) a: LLI (n M (n OPOSED 'EST FLO NLINE cli LO 04 LO EA ST FLO S Q 25% S = 0-%1%. O.E 1% im 0. S 0. % Lj CC 0 uj _j LLj A Li tq to C14 C'i LO to E XISTING (ROUND < < LC a -F >: @ GEN' z: D D uj LLj LJ _j _j ii LLJ 12 362 360 356 354 352 350 348 346 12 362 360 358 356 354 352 rlf% 1 STATIONING TABLE MENEEM Do c� c li c 11 F.L. STATION [11 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. Lq STA. 11+25.36, 15.00LT. u� F±l P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. M 04 L0 m NEE z to STA. 10+47.00, 12.00RT. STA. 10+47.00, F.L. ml C14 LO cli L0 STA. 10+54.95, F.L. C14 to -4 C14 tc) STA. 11+27.79, F.L. C14 to n P.R.C. STA. 11+54.64, 15.00RT. STA. 11+58.69, F.L. MO P.R.C. STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. n1l P.R.C. STA. 10+54.14, 15.00LT. STA. 10+54.95, F.L. n P.R.C. STA. 11+25.36, 15.00LT. STA. 11+27.78, F.L. ff 31 P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. z 2 P.R.C. STA. 12+25.86, 15.00LT. STA. 12+31.51, F.L. Ld Emml L Lu W LJ w >: LLJ cy - P.R.C. >: Lj LLJ LLJ P.R.C. >: LLJ STA. 12+31.51, F.L. >: LLj UNIT BOUNDARY LLJ -i pl) n _j STA. 11+40.00, 12.00LT. STA. 11+43.23, F.L. LU UNII BOUNDARY i STA. 11+43.23, F.L. LLj UNIT BOUNDARY STA. 11+40.00, 12.00RT. _j Lai _j LLj _j uj STA. 11+40.00, C.L. _j Lu _j L'i LLj >: 'am r 0 LLj pl) c L0 co 11) m + C5 ul 06 u') 6 co cli MENEM + + 12 362 360 358 356 354 352 rlf% 1 10 11 LEGEND (CONT.): CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE Fil FLOWLINE STA11ON - 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 362 360 358 356 'Xr%A 352 350 3 -Ar wR CURVE TABLE CURVE RADIUS LENG TANGENT ELTA 0 10.00' 95 4.20' 45-34'23" 0- 25.00` 39.27' - 9500' 902M STATIONING TABLE (0 CD Do c� c li c 11 F.L. STATION [11 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. Lq STA. 11+25.36, 15.00LT. u� F±l P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. M 04 L0 C14 LO c 4 1j) z to STA. 10+47.00, 12.00RT. STA. 10+47.00, F.L. C14 u') C14 LO cli L0 STA. 10+54.95, F.L. C14 to -4 C14 tc) STA. 11+27.79, F.L. C14 to n P.R.C. STA. 11+54.64, 15.00RT. STA. 11+58.69, F.L. MO P.R.C. STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. n1l P.R.C. STA. 10+54.14, 15.00LT. STA. 10+54.95, F.L. n P.R.C. STA. 11+25.36, 15.00LT. STA. 11+27.78, F.L. ff 31 P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. z 2 P.R.C. STA. 12+25.86, 15.00LT. STA. 12+31.51, F.L. Ld P.R.C. L Lu W LJ w >: LLJ cy - P.R.C. >: Lj LLJ LLJ P.R.C. >: LLJ STA. 12+31.51, F.L. >: LLj UNIT BOUNDARY LLJ -i pl) n _j STA. 11+40.00, 12.00LT. STA. 11+43.23, F.L. LU UNII BOUNDARY i STA. 11+43.23, F.L. LLj UNIT BOUNDARY STA. 11+40.00, 12.00RT. _j Lai _j LLj _j uj STA. 11+40.00, C.L. _j Lu _j L'i LLj >: r 0 LLj pl) c L0 co 11) m + C5 ul 06 u') 6 co cli + + + + + c%4 13� (3 0, CD C_� crm: C3 Q� ce 0� (A (3 c3l 0� C_5 cjj�- cj O� c.3 .,e Q� C3 � Ld m LJ in a- j� U) L u) 1061 CL (f) m (f) CL LU V) m U) a: LLI (n M (n PROPOSE EA ST FLO S Q 25% S = 0-%1%. O.E 1% 0. S 0. % CC 0 tq to C14 C'i LO to E XISTING (ROUND n LC >: @ GEN' z: D D uj LLj LJ _j _j ii LLJ UJ LLJ LLJ C,J 10 11 LEGEND (CONT.): CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE Fil FLOWLINE STA11ON - 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 362 360 358 356 'Xr%A 352 350 3 -Ar wR CURVE TABLE CURVE RADIUS LENG TANGENT ELTA 0 10.00' 95 4.20' 45-34'23" 0- 25.00` 39.27' - 9500' 902M At APPROViFt) i>A-rF- 55?6:z2_, 45xp. 0 6 b-16 P4AP,/Ad C��. IV 4�T R,C.9, �52-176- Ex -P. 12/al//4 PRIVATE STREET 9 R=10' R=25' �O R=10' 9 0,<P/L TYP. CORNER DETAIL SCALE: NONE rt PRIVATE STREET R=10' =10' LO R=10' R=10' TYP. POP -OUT DETAIL SCALE: NONE 12 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 5' TYPICAL PASSING AREA DETAIL . I TYPICAL PASSING AREA LOCAT10N NALt: I = I U SCALE: NTS PASSING AREAS NOT TO D(CEED MAMMUM INTERVAL OF 200'. NOTE - T -INTERSECTION% CROSSES & DRIVEWAYS ARE ACCEPTABLE PASSING AREAS. NOTES: 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 TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. DENSITY PER C.O.B. STD. ST -9. TYPICAL CORNER - SEE DETAIL ON SHEET 10. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AI`0`,, PA\/PAAFMT ('_PAr)P' SEWER CLEANOUT TO FINISHED GRADE. a 0,F- lee - 14 No - 7 Exp. D' A�Vlu-4u cy) 0 t1r) 0 t4l te) I'll cy) 0 C-4 00 N Of < (.0 N11 0 0-0 0 z LL. < -i < Ld C) LLI OC) 0 _j -i Ld (0 U) (D 0 CA W v 9 LLI m 0 w < 5 6 40 (ITS rej 0 co 0 ci _Lu �L__ �03 1-d STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION [11 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. P.R.C. STA. 11+25.36, 15.00LT. STA. 11+27.78, F.L. F±l P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. M P.R.C. STA. 12+25.86, 15.00LT. STA. 12+31.51, F.L. z B.C. STA. 10+47.00, 12.00RT. STA. 10+47.00, F.L. Z P.R.C. STA. 10+54.14, 15.00RT. STA. 10+54.95, F.L. P.R.C. STA. 11+25.36, 15.00RT. STA. 11+27.79, F.L. P.R.C. STA. 11+54.64, 15.00RT. STA. 11+58.69, F.L. MO P.R.C. STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. n1l P.R.C. STA. 10+54.14, 15.00LT. STA. 10+54.95, F.L. n P.R.C. STA. 11+25.36, 15.00LT. STA. 11+27.78, F.L. ff 31 P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. z 2 P.R.C. STA. 12+25.86, 15.00LT. STA. 12+31.51, F.L. z 0 P.R.C. STA. 10+53.92, 15.00RT. STA. 10+54.73, F.L. F161 P.R.C. STA. 11+25.36, 15.00RT. STA. 11+27.78, F.L. fl7 P.R.C. STA. 11+54.64, 15.00RL STA. 11+58.68, F.L. z P.R.C. STA. 12+25.86, 15.00RT. STA. 12+31.51, F.L. 5; UNIT BOUNDARY STA. 11+40.00, 12.00RT. STA. 11+43.24, F.L. UNIT BOUNDARY STA. 11+40.00, 12.00LT. STA. 11+43.23, F.L. 0 UNII BOUNDARY STA. 11+40.00, 12.00LT. STA. 11+43.23, F.L. ko UNIT BOUNDARY STA. 11+40.00, 12.00RT. STA. 11+43.23, F.L. UNIT BOUNDARY STA. 11+40.00, C.L. At APPROViFt) i>A-rF- 55?6:z2_, 45xp. 0 6 b-16 P4AP,/Ad C��. IV 4�T R,C.9, �52-176- Ex -P. 12/al//4 PRIVATE STREET 9 R=10' R=25' �O R=10' 9 0,<P/L TYP. CORNER DETAIL SCALE: NONE rt PRIVATE STREET R=10' =10' LO R=10' R=10' TYP. POP -OUT DETAIL SCALE: NONE 12 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 5' TYPICAL PASSING AREA DETAIL . I TYPICAL PASSING AREA LOCAT10N NALt: I = I U SCALE: NTS PASSING AREAS NOT TO D(CEED MAMMUM INTERVAL OF 200'. NOTE - T -INTERSECTION% CROSSES & DRIVEWAYS ARE ACCEPTABLE PASSING AREAS. NOTES: 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 TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. DENSITY PER C.O.B. STD. ST -9. TYPICAL CORNER - SEE DETAIL ON SHEET 10. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AI`0`,, PA\/PAAFMT ('_PAr)P' SEWER CLEANOUT TO FINISHED GRADE. a 0,F- lee - 14 No - 7 Exp. D' A�Vlu-4u cy) 0 t1r) 0 t4l te) I'll cy) 0 C-4 00 N Of < (.0 N11 0 0-0 0 z LL. < -i < Ld C) LLI OC) 0 _j -i Ld (0 U) (D 0 CA W v 9 LLI m 0 w < 5 6 40 (ITS rej 0 co 0 ci _Lu �L__ �03 1-d 0 0) LL 0 c*j z 0 CNI in j Z z j OD Z z 0 0 5 Ir uj 0 cn C:) z 0 6 w LLI z 2 0 LL Ir 0 Il -- 0) z 0 0 c.) c) a: cn z :2 5; 0 m 0 it w ko C) 0, CD 0 0) LL 0 c*j z 0 CNI j Z z j OD Z z 0 0 5 Ir uj 0 z C:) z 0 6 w LLI 0 LL Ir 0 Il -- 0) z 0 0 c.) c) a: _j z :2 0 m 0 0 0) LL 0 8 c_> 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 T. IR. 64Q c� CONEFLOWER �2 DRIVE _j_j SEE SHEET 6 7202 CANDYTUFT WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE. ROUGH GRADING HAS BEEN PERFORMED 10 Lq C14 0� 362 362 Ju 37 Lo 360 "R26(CA)* - NO PARKING *Wl4-1* - DEAD END 360 ui 0 "R4-7* - KEEP RIGHT Wl-7* - DOUBLE ARROW IM CD cli lad 04 Lo + Lo LUC] + -4- 00 AND STORM DRAIN PLANS Fr 9 4 358 6c, 1 Lo 358 Lo EXISTING STORM DRAIN LINE W —S— 12 z -i I W C5 EXISTING SEWER MANHOIF T) L0 u 12+ 356 9 DRA/N —i LJ L0 ui + + >� I Li ( >: V) C6 F— I 354 356 c6a;_ cr-- CD + 2 10 G C'i uj rz ci 21 E-0 L i 9 352 5 uj co 9 2 z 000) + + 0 co -i uj -EXISTING w 350 L D 352 3 < C) S = 0.0)% C) 350 0 2 11 00 __c2l LJ L I --------------- Ld — LJ V) cli I 09 1 04 Lj - F= < of X L'i .4- c 12 c 4 + f u) + + uj w EXIST1% CENTERLINE Cl uj f1f r'- ro 30, 30' 346 12 ui .51% (10 o _j -La co 362 F— C�c� r- C6 360 cif C_� I ccl! 362 — ---------- S ----------- .5G 358 ------------------------- in IRA lf%.fv ------- i. -,Tc- 354 0) 2 350 12 10 Lq C14 0� C! 362 Ju 37 Lo c3 c6 "R26(CA)* - NO PARKING *Wl4-1* - DEAD END 360 ui 0 "R4-7* - KEEP RIGHT Wl-7* - DOUBLE ARROW IM CD cli lad 04 Lo + Lo LUC] + -4- 00 AND STORM DRAIN PLANS Fr 9 4 F- 15 0 6c, 1 Lo 358 Lo EXISTING STORM DRAIN LINE W —S— 12 z -i I W C5 EXISTING SEWER MANHOIF T) L0 u 12+ C-5 9 DRA/N —i LJ L0 ui + + >� I Li ( >: V) C6 F— I L'i 356 c6a;_ cr-- CD + 2 10 G C'i uj rz ci 21 E-0 L i 9 L0 5 uj co 9 2 z 000) + + 0 co -i uj -EXISTING w L D 352 3 < C) S = 0.0)% C) 350 0 2 11 00 __c2l LJ L I --------------- Ld — LJ V) cli I 09 1 04 Lj - F= < of X L'i .4- c 12 c 4 + f u) + + uj w EXIST1% CENTERLINE Cl uj f1f r'- ro 30, 30' U < ui .51% (10 o _j -La co + F— C�c� r- C6 c cif C_� I ccl! 362 — ---------- S ----------- .5G ------------------------- in D ------- i. -,Tc- �7 0) —.! 15 Lc .ce CENTERLINE Li + iz FX STING W U Fi nwi INF LEMON LILY DRIVE EAST FLOWLINE 4� ui w u F_ cn CD. cn �70.51, 6. V)U) 356 CD tr- I Ln CD 00 + 0.28% F= EXI ING CEN _ERLINE 04 (D 354 ------------------ bi - — ------------------ WEST ---- 4 C-4 Lr) C-� Lc) Lo c� (D c/) j bi _1 352 lim 360 S U-) Lu FT I 10 10 Lq C14 0� z 362 Ju 37 Lo c3 c6 "R26(CA)* - NO PARKING *Wl4-1* - DEAD END 360 ui 0 "R4-7* - KEEP RIGHT Wl-7* - DOUBLE ARROW IM CD cli lad *W3-3" - SIGNAL AHEAD "Wl-l" - CURVE ARROW + Lo LUC] + -4- 00 AND STORM DRAIN PLANS Fr 9 4 F- 15 0 6c, 1 Lo 358 Lo EXISTING STORM DRAIN LINE 04 04 —S— 12 z -i I W C5 EXISTING SEWER MANHOIF T) L0 AC PAVING PER NOTE 2 '3 12+ C-5 9 DRA/N —i LJ __j ui + + >� I Li ( >: V) C6 F— I L'i 356 c6a;_ cr-- CD + 2 10 G uj rz ci 21 E-0 354 9 m 5 uj co 9 2 z 000) + + CC) co -i uj -EXISTING w L D 352 x U, 'a" S4 C) S = 0.0)% -07 350 0 2 11 00 __c2l LJ L I --------------- => 11 — Ld _j _j LLJI cli I 09 1 04 Lj - F= ?3-- C! X L'i .4- c 12 m + f u) + + uj w ui (3 Cl uj f1f r'- ro 30, 30' U < cq Ln (10 o _j -La co + F— C�c� r- C) cif --------- 18' 1 0� 362 ui cd in D Fz p— 0) —.! 15 C� .ce CENTERLINE Li + iz 0) Col 631w //---EXISTING LEMON LILY DRIVE EAST FLOWLINE 4� CD Ll F_ cn CD. cn �70.51, 6. V)U) 356 z o C17 m + CD 00 + 0.28% F= EXI ING CEN _ERLINE 04 (D 354 ------------------ bi - — ------------------ WEST ---- 4 C-4 Lr) C-� Lc) Lo c� (D c/) 352 lim 360 S U-) Lu FT I I 3150 10 11 358 ul) C) Ld U) �_ 101�i[ING Lf�il FLUWIINL 356 J uj _j UJ < I—EXISTIIN 354 G CENT Il (D co 4)"IV) i 352 10 10 11 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CIL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON 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 UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. E�) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. --C>- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS imam CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PFP r. n R qTn qT-4 11 INI Fqq nTHFPWqF NOWD) ..:E a ILLIMIUN LILY DRIVE SEE SHEET 3 _j U-1 �5_ 30, M:z , I 301 ujo __jLd 18' 18 . ........ . . . 20 m_j UNIT 6 --I CD C� .-j Ub . C) a 4 HUCKLEBERRY DRIVEj Ll,,,� SEE SHEET 2 _j_j 0') uj p __j m (3L.: 18' 18' u -i U-1 ol M-3 3 Z:� �e z Rl-1 C14 0� z 362 Ju 37 Lo c3 c6 "R26(CA)* - NO PARKING *Wl4-1* - DEAD END 360 ui 0 "R4-7* - KEEP RIGHT Wl-7* - DOUBLE ARROW IM CD + + *W3-3" - SIGNAL AHEAD "Wl-l" - CURVE ARROW + Lo LUC] + -4- 00 AND STORM DRAIN PLANS Fr 9 4 F- 15 0 6c, 1 358 L.j EXISTING STORM DRAIN LINE 04 04 —S— 12 z -i I W C5 EXISTING SEWER MANHOIF T) L0 AC PAVING PER NOTE 2 '3 12+ C-5 9 DRA/N —i LJ cj cj - ui + + >� Go 9 Li ( uj rp �L� V) C6 F— I L'i 356 c6a;_ cr-- CD + 2 10 G (T52% rz ci 21 E-0 354 9 m 5 uj co 9 2 z 000) + + CC) co -EXISTING E L D 352 x U, 'a" S4 C) S = 0.0)% 350 0 2 11 00 __c2l LJ L I --------------- => 11 — Ld _j _j LLJI cli I 09 1 04 Lj - 346 (if C) C) X L'i .4- c 12 12 13 10 11 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CIL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON 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 UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. E�) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. --C>- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS imam CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PFP r. n R qTn qT-4 11 INI Fqq nTHFPWqF NOWD) ..:E a ILLIMIUN LILY DRIVE SEE SHEET 3 _j U-1 �5_ 30, M:z , I 301 ujo __jLd 18' 18 . ........ . . . 20 m_j UNIT 6 --I CD C� .-j Ub . C) a 4 HUCKLEBERRY DRIVEj Ll,,,� SEE SHEET 2 _j_j 0') uj p __j m (3L.: 18' 18' u -i U-1 ol M-3 3 Z:� �e z Rl-1 C14 0� z "Rl-l" - STOP *S5-2* - END SCHOOL ZONE "R6-1" - ONE WAY Ju 37 Lo c3 c6 "R26(CA)* - NO PARKING *Wl4-1* - DEAD END Jol I CD ui 0 "R4-7* - KEEP RIGHT Wl-7* - DOUBLE ARROW IM CD + + *W3-3" - SIGNAL AHEAD "Wl-l" - CURVE ARROW + Lo LUC] + -4- 00 AND STORM DRAIN PLANS Fr 9 4 F- 15 0 6c, 1 C) CD 11; L.j EXISTING STORM DRAIN LINE 04 04 —S— 12 z -i I W C5 EXISTING SEWER MANHOIF T) L0 AC PAVING PER NOTE 2 '3 12+ C-5 9 DRA/N —i LJ cj cj - ui + + >� Go 9 Li ( uj rp �L� V) C6 F— I L'i C) c6a;_ cr-- CD + 2 10 G (T52% rz ci 21 E-0 Ld 9 m 5 uj co 9 2 z 000) + + CC) co -EXISTING E L D i x U, 'a" S4 C) S = 0.0)% -350 0 2 11 00 __c2l LJ L I --------------- => 11 — Ld _j _j LLJI cli I 09 1 04 Lj - I (if C) C) X L'i .4- c 12 13 6LL f u) + + w (3 Of 3 10 30, 30' U < cq Ln (10 o 30-1 3011 -La 18'1 T 18' F— C�c� r- cif --------- 18' 1 0� 362 cd in CENFERLINE C" p— 0) —.! 15 (-) + CENTERLINE Li + iz 0) Col 631w //---EXISTING LEMON LILY DRIVE EAST FLOWLINE 4� Ll LOU") ++ HUCKLEBERRY DRIVE �70.51, 6. V)U) 356 z o UNrT 3 CD SEE SHEET 2 0.28% F= 352 F_ C� 04 (D 354 ------------------ ------- -------------- 0.5w, —350 ------------------ WEST ---- 4 C-4 Lr) C-� Lc) Lo c� (D c/) 352 lim 360 S U-) Lu FT I I 3150 10 11 358 ul) C) Ld U) �_ 101�i[ING Lf�il FLUWIINL 356 J uj _j UJ < I—EXISTIIN 354 G CENT Il RLINE i 352 10 11 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CIL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON 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 UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. E�) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. --C>- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS imam CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PFP r. n R qTn qT-4 11 INI Fqq nTHFPWqF NOWD) ..:E a ILLIMIUN LILY DRIVE SEE SHEET 3 _j U-1 �5_ 30, M:z , I 301 ujo __jLd 18' 18 . ........ . . . 20 m_j UNIT 6 --I CD C� .-j Ub . C) a 4 HUCKLEBERRY DRIVEj Ll,,,� SEE SHEET 2 _j_j 0') uj p __j m (3L.: 18' 18' u -i U-1 ol M-3 3 Z:� �e z Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: z "Rl-l" - STOP *S5-2* - END SCHOOL ZONE "R6-1" - ONE WAY Ju 37 Lo c3 c6 "R26(CA)* - NO PARKING *Wl4-1* - DEAD END Jol I CD ui 0 "R4-7* - KEEP RIGHT Wl-7* - DOUBLE ARROW IM CD + + *W3-3" - SIGNAL AHEAD "Wl-l" - CURVE ARROW + Lo LUC] + -4- 00 AND STORM DRAIN PLANS Fr 9 4 F- 15 0 6c, 1 C) CD 11; CONSTRUCTNEW EXISTING STORM DRAIN LINE 04 04 —S— 12 z -i I W C5 EXISTING SEWER MANHOIF 0 y AC PAVING PER NOTE 2 '3 12+ C-5 9 DRA/N 0 - cj cj - ui + + >� Go 9 Li ( uj rp �L� V) C6 F— I so '21 9"W -102-44 0 W c6a;_ cr-- + 2 10 G (T52% rz ci 21 E-0 (un) (n 9 m 5 uj co 9 2 z 000) + + 22 1 b )b :_j I L'Lj ;:z ic) u V) LEGEND (CONT.): Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: — I "Rl-l" - STOP *S5-2* - END SCHOOL ZONE "R6-1" - ONE WAY -T *R5-1* - DO NOT ENTER *W31(CA)" - END H, =+0=07� "R26(CA)* - NO PARKING *Wl4-1* - DEAD END 1 21.17' 1 "R3 -5R" - RIGHT TURN ONLY :W`14-2� - NO OUTLET 3 "R4-7* - KEEP RIGHT Wl-7* - DOUBLE ARROW "R81(CA)" - BIKE LANE *Wl-6" - SINGLE ARROW 360 *W3-3" - SIGNAL AHEAD "Wl-l" - CURVE ARROW D— NEW STORM DRAIN LINE - REFER TO SEWER 00 AND STORM DRAIN PLANS I i CONSTRUCT CATCH BASIN TYPE "A" 358 PER C.O.B. STD. D-14. EXISTING CATCH BASIN U) V) EXISTING STORM DRAIN LINE —D— —S— EXISTING SEWER LINE 0 EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOIF 0 EXISTING SEWER CLEANOUT TRACT BOUNDARY PHASE BOUNDARY 23 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE ROUGH GRADING HAS BEEN PERFORMED 362 I RADII — I ITANGENTI -T = = 3 H, =+0=07� 15 1 21.17' 1 04-5n'57" 3 00 360 360 ZD c� 00 fl) I i co 358 (c)) U) V) 358 0 __j 00 bill > I < - SOO-3ffl U) -4 142.8 12+ EX- 18" 'z: 9 DRA/N (o __j ui �D >� 356 Elf 12 so '21 9"W -102-44 I cr-- + W G (T52% C) -------- U) 9 of uj co 9 2 z CC) co -EXISTING E L D i x U, 'a" S4 C) S = 0.0)% -350 2 11 00 __c2l LJ L I --------------- 00 5) — 29 _j LLJI cli I 09 1 04 Lj - I (if C) C) X L'i .4- c 12 13 6LL 348 + w EXISTING CE4TERLINE 10 30, 30' 11 cq Ln 360 30-1 3011 -La 18'1 T 18' 346 C�c� r- --------- 18' 1 ---------- 362 cd in C" cq"i —.! 15 uj + CENTERLINE m + iz 0) Col 631w 11 L LEMON LILY DRIVE EAST FLOWLINE 4� Ll LOU") ++ HUCKLEBERRY DRIVE SEE SHEET 3 6. V)U) 356 z o UNrT 3 CD SEE SHEET 2 0.28% F= 352 UNrr6 354 (-j� lu)u) C) —350 12 13 WEST FLOWLIN C6 362 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE ROUGH GRADING HAS BEEN PERFORMED 362 CURVEI RADII LENGTH ITANGENTI DELTA Q) 360 42.32' 1 21.17' 1 04-5n'57" 00 360 360 c� r - co 358 358 358 0 __j 00 bill Ld -i ui U) 1356 cn + __j ui �D 356 Elf C5 CD + W G (T52% C) -------- 354—, of uj co ui co 14 -EXISTING E L LQ i 352 (D C-) ui af CL C) Ui cn S = 0.0)% -350 350 LJ L I --------------- Lu., — Lu _j LLJI i Li Lj - I 348 350 .4- c 12 13 346 348 346 w EXISTING CE4TERLINE 10 11 cq Ln 360 -La 346 --------- 1 0 ---------- 362 360 C" —.! CD v) uj CENTERLINE m + iz 356 358 EAST FLOWLINE Ll Ld Ld 6. 356 z o c� — �5 CD Q:p V) 0.28% F= 352 354 C) —350 12 13 WEST FLOWLIN 362 c� (D c/) 352 lim 360 U-) Lu FT I I 3150 10 11 CURVE TABLE CURVEI RADII LENGTH ITANGENTI DELTA Q) 1 500.00'1 42.32' 1 21.17' 1 04-5n'57" 362 362 O� co 00 360 360 c� r - co 358 358 0 __j 00 bill Ld -i ui U) 1356 cn + ui _j �D C5 Elf 354 + W G (T52% 352 -------- of uj co ui co 14 E L LQ (D C-) ui af CL C) Ui cn S = 0.0)% -350 350 LJ L I L'i Lu., — Lu _j LLJI i Li Lj - I 348 __713 .4- c 12 13 346 362 346 w EXISTING CE4TERLINE 10 11 cq Ln 360 -La --------- ------ ---------- 358 CD v) uj CENTERLINE m + 356 EAST FLOWLINE Ll 6. 354 Q:p V) 0.28% 352 —350 12 13 WEST FLOWLIN 362 c� lim 360 U-) Lu > 1.1 I 358 ul) C) Ld U) �_ w (6 U-) 356 < I—EXISTIIN 354 G CENT Il RLINE i 352 0-) c� U-) c� U-) C'4 Ln r') —350 w > Lu US 348 12 'AAR 362 co 00 360 r - co > 358 0 ui Ld -i ui cn ui _j �D C5 356 Ld + W G 354 of uj co ui co 352— C-) L --- i (D C-) ui af CL C) Ui cn S = 0.0)% 350 Lu., — Lu EXISTING 348 C14 L'i 346 w EXISTING CE4TERLINE 10 11 --------- ------ ---------- CENTERLINE 00 EAST FLOWLINE 0.28% EXISTING WEST FLOWLIN m U) �_ w U) I I—EXISTIIN G CENT Il RLINE i i 362 co 00 360 r - co > 358 0 ui Ld -i ui cn ui _j �D C5 356 Ld + W G 354 of uj co ui co 352— C-) L --- i (D C-) ui af CL C) Ui cn S = 0.0)% 350 Lu., — Lu EXISTING 348 C14 L'i 346 w EXISTING CE4TERLINE 10 11 --------- ------ ---------- 00 EAST FLOWLINE m U) �_ w U) I I—EXISTIIN G CENT Il RLINE 362 co 00 360 z co > 358 0 ui Ld -i ui cn ui _j �D C5 356 Ld + W G 354 of uj co ui co 352— C-) L --- i (D C-) ui af CL C) Ui cn S = 0.0)% 350 rif m — EXISTING 348 C14 346 EXISTING CE4TERLINE 10 11 LEGEND (CONT.): (D CURVE NUMBER FOR CURVE DESCRIP11ON 4) ITEM OF WORK - SEE SCHEDULE Fil FLOWILINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 SHEET YMERE SECTION IS SHOWN CONSTRUC110N NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 NTH 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 REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENTPHASE. 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. REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER 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 PAVFMFNT GRADF_ 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 AN Z - SEWER CLEANOUT TO FINISHED GRADE. FE N� 3� 322 Exp p P, OA,vr 7 01JL_f cl RE'"W"RD V) z 0 cn 5-- �� W G of uj C-) (D C-) ui af CL C) Ui cn rif m C14 EXISTING CE4TERLINE --------- ------ ---------- EAST FLOWLINE LEGEND (CONT.): (D CURVE NUMBER FOR CURVE DESCRIP11ON 4) ITEM OF WORK - SEE SCHEDULE Fil FLOWILINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 SHEET YMERE SECTION IS SHOWN CONSTRUC110N NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 NTH 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 REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENTPHASE. 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. REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER 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 PAVFMFNT GRADF_ 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 AN Z - SEWER CLEANOUT TO FINISHED GRADE. FE N� 3� 322 Exp p P, OA,vr 7 01JL_f cl RE'"W"RD V) z 0 cn 5-- �� W G of uj C-) (D C-) ui af CL C) Ui cn rif m C14 STA. 10+00.00, C.L. FAWN STA. 12+80.01, C.L. CONEFf CD k= 13 z D CONEFLOWER DRIVE CONEFLOWER DRIVE SEE SHEET 6 358 356 ,354 352 350 346 358 356 354 352 350 348 358 356 354 352 3 348 346 cy; oi oi oi 1;- 1 I Ilk lrmr M7 c*4 -C> k2 1 BOTTLEBRUSH DRIVE + SEE SHEET 5 C> d C5 C) ul Lo L-0 L-0 lo�_ Lo 1c) 14 15 to co "R lx� C) c� ILO Rl-1 FURNISH & INSTALL TRAFFIcSIGNS PER C.O.B. STD. T-19: CURVE "Rl-l" - STOP *R6-1" - ONE WAY "S5-2* - END SCHOOL ZONE LENGTH "R5-1" - DO NOT ENTER -W31(CA)- - END DELTA "W14 -l" - DEAD END *R26(CA)* - NO PARKING . 10.00' "R3 -5R' - RIGHT TURN ONLY W14-2* - NO OUTLET 4.20' . *R4-7* - KEEP RIGHT Wl-7" - DOUBLE ARROW Q -R81(CA)- - BIKE LANE *Wl-6* - SINGLE ARROW 8.12' "W3-3* - SIGNAL AHEAD *Wl-l" - CURVE ARROW D— NEW STORM DRAIN LINE - REFER TO SEWER 10.00' AND STORM DRAIN PLANS .41. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. .41. EXISTING CATCH BASIN ----D— — 25.00' EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE (o MEMEL m m m m m TRACT BOUNDARY ME STA. 13+83.47, F.L. MEMO P.R.C. STA. 15+10.44, 15.00LT. STA. 15+16.10, F.L. E.C. STA. 15+17.74, 12.00LT. STA. 15+24.22, F.L. B.C. imimm STA. 10+47.27, F.L. fl2 P.R.C. STA. 10+54.41, 15.00RT. STA. 10+55.22, F.L. 71�M P.R.C. STA. 12+40.58, 15.00RT. m z E.C. STA. 12+47.73, 12.00RT. STA. 12+50.96, F.L. ct B.C. STA. 12+62.73, 12.00RT. STA. 12+65.96, F.L. c 5 P.R.C. lkmh:mmm STA. 12+73.91, F.L. V� UNIT BOUNDARY STA_ 13+10.14, 18.00RT. STA. 13+14.99, F.L. P.R.C. ISTA. 15+11.30,15.00RT. 5+16.96, F.L. 5: E.C. STA. 15+18.44, 12.00RT. STA. 15+24.91, F.L. 19 LL, -1 m ui m m MEM z C., C�) 0 1 E [mm ck� ge min ME S 5;1,qx m CL C. MENEM 111111.4�m m lim m ME m ME 1 m NEE m 9!�111111111111=_ minim ELM E 1 I-lew" �_111111§701 IEEE m_ ME m NEE 11. - Kim lo�_ Lo 1c) 14 15 to co "R lx� C) c� ILO 11 12 13 1�2 o_j 0; O.i 50.00' VERTICAL CURVE 14 cs C) cs Lo Lo Lo fl) I Rl-1 FURNISH & INSTALL TRAFFIcSIGNS PER C.O.B. STD. T-19: CURVE "Rl-l" - STOP *R6-1" - ONE WAY "S5-2* - END SCHOOL ZONE LENGTH "R5-1" - DO NOT ENTER -W31(CA)- - END DELTA "W14 -l" - DEAD END *R26(CA)* - NO PARKING . 10.00' "R3 -5R' - RIGHT TURN ONLY W14-2* - NO OUTLET 4.20' . *R4-7* - KEEP RIGHT Wl-7" - DOUBLE ARROW Q -R81(CA)- - BIKE LANE *Wl-6* - SINGLE ARROW 8.12' "W3-3* - SIGNAL AHEAD *Wl-l" - CURVE ARROW D— NEW STORM DRAIN LINE - REFER TO SEWER 10.00' AND STORM DRAIN PLANS .41. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. .41. EXISTING CATCH BASIN ----D— — 25.00' EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE (o EXISTING SEWER CLEANIOUT m m m m m TRACT BOUNDARY ME STA. 13+83.47, F.L. MEMO P.R.C. STA. 15+10.44, 15.00LT. STA. 15+16.10, F.L. E.C. STA. 15+17.74, 12.00LT. STA. 15+24.22, F.L. B.C. imimm STA. 10+47.27, F.L. fl2 P.R.C. STA. 10+54.41, 15.00RT. STA. 10+55.22, F.L. 71�M P.R.C. STA. 12+40.58, 15.00RT. STA. 12+43.01, F.L. z E.C. STA. 12+47.73, 12.00RT. STA. 12+50.96, F.L. ct B.C. STA. 12+62.73, 12.00RT. STA. 12+65.96, F.L. c 5 P.R.C. STA. 12+69.87, 15.00RT. STA. 12+73.91, F.L. V� UNIT BOUNDARY STA_ 13+10.14, 18.00RT. STA. 13+14.99, F.L. P.R.C. ISTA. 15+11.30,15.00RT. 5+16.96, F.L. 5: E.C. STA. 15+18.44, 12.00RT. STA. 15+24.91, F.L. 19 LL, -1 m ui m m MEM z C., C�) 0 1 E ck� ge S 5;1,qx m CL C. MENEM 111111.4�m m lim m ME m ME m NEE m E 1 �_111111§701 11 12 13 1�2 o_j 0; O.i 50.00' VERTICAL CURVE 14 cs C) cs Lo Lo Lo fl) I 10.1- 12 14 15 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 PROPERTY LINE R/W RIGHT-OF-WAY PA 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. + <D— FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL C.O.B. STD. ST -14. E�) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER --c::_ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS so= CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) LEGEND (CONT.): Rl-1 FURNISH & INSTALL TRAFFIcSIGNS PER C.O.B. STD. T-19: CURVE "Rl-l" - STOP *R6-1" - ONE WAY "S5-2* - END SCHOOL ZONE LENGTH "R5-1" - DO NOT ENTER -W31(CA)- - END DELTA "W14 -l" - DEAD END *R26(CA)* - NO PARKING . 10.00' "R3 -5R' - RIGHT TURN ONLY W14-2* - NO OUTLET 4.20' . *R4-7* - KEEP RIGHT Wl-7" - DOUBLE ARROW Q -R81(CA)- - BIKE LANE *Wl-6* - SINGLE ARROW 8.12' "W3-3* - SIGNAL AHEAD *Wl-l" - CURVE ARROW D— NEW STORM DRAIN LINE - REFER TO SEWER 10.00' AND STORM DRAIN PLANS .41. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. .41. EXISTING CATCH BASIN ----D— — 25.00' EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE (o EXISTING SEWER CLEANIOUT m m m m m TRACT BOUNDARY — — — — — — — — — PHASE BOUNDARY STA. 13+83.47, F.L. P.R.C. STA. 15+10.44, 15.00LT. STA. 15+16.10, F.L. E.C. STA. 15+17.74, 12.00LT. STA. 15+24.22, F.L. B.C. STA. 10+47.27, 12.00RT. STA. 10+47.27, F.L. fl2 P.R.C. STA. 10+54.41, 15.00RT. STA. 10+55.22, F.L. C+—,4 . r_..4 P.R.C. STA. 12+40.58, 15.00RT. STA. 12+43.01, F.L. z E.C. STA. 12+47.73, 12.00RT. STA. 12+50.96, F.L. ct B.C. STA. 12+62.73, 12.00RT. STA. 12+65.96, F.L. c 5 P.R.C. STA. 12+69.87, 15.00RT. STA. 12+73.91, F.L. V� UNIT BOUNDARY STA_ 13+10.14, 18.00RT. STA. 13+14.99, F.L. P.R.C. ISTA. 15+11.30,15.00RT. 5+16.96, F.L. 5: E.C. STA. 15+18.44, 12.00RT. STA. 15+24.91, F.L. LL, ui 0 U. 03 LL z C., C�) 0 U) ck� ge S 5;1,qx CL C. MENEM lim E �_111111§701 IEEE m_ ME m NEE 11. - 10.1- 12 14 15 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 PROPERTY LINE R/W RIGHT-OF-WAY PA 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. + <D— FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL C.O.B. STD. ST -14. E�) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER --c::_ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS so= CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) LEGEND (CONT.): Rl-1 FURNISH & INSTALL TRAFFIcSIGNS PER C.O.B. STD. T-19: CURVE "Rl-l" - STOP *R6-1" - ONE WAY "S5-2* - END SCHOOL ZONE LENGTH "R5-1" - DO NOT ENTER -W31(CA)- - END DELTA "W14 -l" - DEAD END *R26(CA)* - NO PARKING . 10.00' "R3 -5R' - RIGHT TURN ONLY W14-2* - NO OUTLET 4.20' . *R4-7* - KEEP RIGHT Wl-7" - DOUBLE ARROW Q -R81(CA)- - BIKE LANE *Wl-6* - SINGLE ARROW 8.12' "W3-3* - SIGNAL AHEAD *Wl-l" - CURVE ARROW D— NEW STORM DRAIN LINE - REFER TO SEWER 10.00' AND STORM DRAIN PLANS .41. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. .41. EXISTING CATCH BASIN ----D— EXISTING STORM DRAIN LINE 25.00' EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE (o EXISTING SEWER CLEANIOUT m m m m m TRACT BOUNDARY — — — — — — — — — PHASE BOUNDARY LEGEND (CONT.): 0 CURVE NUMBER FOR CURVE DESCRIP11ON ITEM OF WORK - SEE SCHEDULE 5_1 FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANIS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: sEc-nON LETER L_ - - — - - 2 SHEET WERE SEC'nON IS SHOW 29 28 z 27 INTERSECTION STA. 15+65.02, C.L. FAWN LILY LANE=— STA. 12+80.01, C.L. BOTTLEBRUSH DRIVE 356 354 352 350 348 346 358 356 354 352 350 346 358 354 352 350 W L lsr=r-- Sr__)RARA-T�F S7P,515T F>LAt4 PEA 5-TH '��UE>STAIVTIAL-COt4FOIRMAAICI; Pop,-TpAr-T aqq'oo - u'\jtm'6 4? to CONSTRUC"nON NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 (D 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. �D REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER TO REMAIN. TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. TYPICAL CORNER - SEE DETAIL ON SHEET 10. q�ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 17- I)i( APPR-OV67D aY fZo6r.R A. DA-T� pt.c.r_- 2-35?a:L FIXP or -1 --loll 4 AFPR0\,tf_> ay, , V_ F D, 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 SEC11ONS 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" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND-,"-"'Q"�" SEWER CLEANOUT TO FINISHED GRADE. AV! N .0. . 'x �'� � I , Ex�. Im ulul-r w -v "y ------- RECO"GrD 0 0') 0 N 00 04 0) 0 o 2 0-0 0 z z u- Lij 00 uj (o V) o E (o o 01-.1 04 of U -i Nt, < m 5 > :z CURVE TABLE STAMNING TABLE CURVE RADIUS LENGTH TANGENT DELTA Fil 10.00' 7.95' 4.20' 45*34'23" Q 10.00' 8.12' 4.30' 46-30'03" S . 10+61.01, 18.00 T. 10.00' 7.95' 4.20' 45-34'42" 25.00' 39.45' 25.18' 90-25'09" 25.00' 39.09'_ 24.82' 89*34'51" lsr=r-- Sr__)RARA-T�F S7P,515T F>LAt4 PEA 5-TH '��UE>STAIVTIAL-COt4FOIRMAAICI; Pop,-TpAr-T aqq'oo - u'\jtm'6 4? to CONSTRUC"nON NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 (D 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. �D REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER TO REMAIN. TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. TYPICAL CORNER - SEE DETAIL ON SHEET 10. q�ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 17- I)i( APPR-OV67D aY fZo6r.R A. DA-T� pt.c.r_- 2-35?a:L FIXP or -1 --loll 4 AFPR0\,tf_> ay, , V_ F D, 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 SEC11ONS 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" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND-,"-"'Q"�" SEWER CLEANOUT TO FINISHED GRADE. AV! N .0. . 'x �'� � I , Ex�. Im ulul-r w -v "y ------- RECO"GrD 0 0') 0 N 00 04 0) 0 o 2 0-0 0 z z u- Lij 00 uj (o V) o E (o o 01-.1 04 of U -i Nt, < m 5 > :z cm STAMNING TABLE REF. NO.1 DESCRip-nON C.L. STATION F.L. STATION Fil B.C. STA. 10+46.73, 12.00L.T. STA. 10+46.73, F.L. \A P.R.C. STA. 10+53.87, 15.00LT. STA. 10+54.68, F.L. S . 10+61.01, 18.00 T. STA. 10+62.63, F.L. UNIT BOUNDARY STA. 13+10.01, C.L. F51 P.R.C. STA. 13+50.15, 15.00LT. STA. 13+52.57, F.L. E.C. STA. 13+57.29, 12.00LT. STA. 13+60.52, F.L. B.C. STA. 13+72.29, 12.00LT. STA. 13+75.52, F.L. P.R.C. STA. 13+79.43, 15.00LT. STA. 13+83.47, F.L. P.R.C. STA. 15+10.44, 15.00LT. STA. 15+16.10, F.L. E.C. STA. 15+17.74, 12.00LT. STA. 15+24.22, F.L. B.C. STA. 10+47.27, 12.00RT. STA. 10+47.27, F.L. fl2 P.R.C. STA. 10+54.41, 15.00RT. STA. 10+55.22, F.L. C+—,4 . r_..4 P.R.C. STA. 12+40.58, 15.00RT. STA. 12+43.01, F.L. z E.C. STA. 12+47.73, 12.00RT. STA. 12+50.96, F.L. ct B.C. STA. 12+62.73, 12.00RT. STA. 12+65.96, F.L. c 5 P.R.C. STA. 12+69.87, 15.00RT. STA. 12+73.91, F.L. V� UNIT BOUNDARY STA_ 13+10.14, 18.00RT. STA. 13+14.99, F.L. P.R.C. ISTA. 15+11.30,15.00RT. 5+16.96, F.L. 5: E.C. STA. 15+18.44, 12.00RT. STA. 15+24.91, F.L. lsr=r-- Sr__)RARA-T�F S7P,515T F>LAt4 PEA 5-TH '��UE>STAIVTIAL-COt4FOIRMAAICI; Pop,-TpAr-T aqq'oo - u'\jtm'6 4? to CONSTRUC"nON NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 (D 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. �D REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER TO REMAIN. TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. TYPICAL CORNER - SEE DETAIL ON SHEET 10. q�ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 17- I)i( APPR-OV67D aY fZo6r.R A. DA-T� pt.c.r_- 2-35?a:L FIXP or -1 --loll 4 AFPR0\,tf_> ay, , V_ F D, 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 SEC11ONS 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" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND-,"-"'Q"�" SEWER CLEANOUT TO FINISHED GRADE. AV! N .0. . 'x �'� � I , Ex�. Im ulul-r w -v "y ------- RECO"GrD 0 0') 0 N 00 04 0) 0 o 2 0-0 0 z z u- Lij 00 uj (o V) o E (o o 01-.1 04 of U -i Nt, < m 5 > :z 3: co cm LL 0 1 cm �l I I \A 0 < m z -2 < OD V) Lu j- Li Z C+—,4 . r_..4 CD z z 1-- 0 j ct op c 5 Fn V� w z 5: z 0 z LL, ui 0 U. 03 LL z C., C�) 0 U) ck� ge S 5;1,qx CL C. 3: co cm LL 0 1 cm 0 0 < m z < OD Z -c Lu j- Li Z C+—,4 . r_..4 CD z P-4 1-- 0 j ct op c 5 w z 1400 CD z 0 z LL, ul 0 U. 03 LL z 0 C�) 0 S 3: co cm LL 0 1 UNIT 12 13 YELLOW LUPINE DRIVE __j CD SEE SHEET 9 C� c� 11 18' 1 Go uu INTERSECTION/B.C. N00*30'1V RAD. . d - STA. 9+68.85, C.L. PALE LILAC 04 STA. 20+60.03, C.L. YELLOW LLIPI DR. 00 z REMOVE EXISTING POWER POLE AND DOWNGUY PROJECT BOUNDARY LANDSCAPE AREA SEE LANDSCAPING PLAN CENTERLINE OF 20� WIDE - PUBLIC UTILITY EASEMENT PER TR. 6448 -UNIT 5 M.B. 54, PGS. 106-107 10 UNIT 9 UNIT 1 BEACH ASTER DRIVE CONEFLOWER DRIVE CD C, C) C) C3 Co CD1 SEE SHEET 8 C) C3 CONSTRUCT NEW CHECXERBLOOM DRIVE C. UNIT 2 C) 7 6 c6 c6 c� AC PAVING PER NOTE 2 SEESHEET SEE SHEET 6 �2 1 18 _08' 11 18'1 18' 111 L 18_1 18' _j I C3 LL: (3 LL: (ju: 30" _j 30' 301! u: C)L.': u: I L� C3 u: 10 LZ I u: C3 LL: 1 �_z I 1 11 7m 11 30 -1- 30'! -.4- r 5 W C.D of 06C6 Lo 00 14- r- E.C./q INTERSEC11ON SOO-55'21-W RAD. @ 11 M 9 8 i Pon co" C-) .6 oi oi o6 (64 Ki Ks 3: �5 _: n Lf� -7 STA. 19+27.88, C.L. PALE LILAC LN.= to n co co r--: r -z a cq 00 uj r- C) -ct < < C-� -�c i::z ff-) - 14- '* I I + + + + m 0>< cq" + -4- 3: + >< + + STA. 21+25.13 C.L. CONEFLOWER DR. '00 u -i CD Co + + + + + + Ld ��: + + Ld C4 C4 n fl) n m L'i + + PA 4- LJ to (D (.0 > r- > 200 w C-4 w w n n < < OD U 00" F- F-�- c3 ;� ci < 0 00 (3 -ce -ti cl 1=1 ,:c (n in Li V) (n Go < TYP. :z io6 inin z: Lli (n W cn (n of < F- I— C-0 , J to C6 cn U) I I 9 ui (ncn U) P/L I I \±j A CENTERLINE OF 20' WIDE 11 1 1--:2 (n(n cn It (D lml� ** " i I p", 5211� _N PUBILIC UTILITY EASEMENT SEAEND APE AREA s \\. I /"\ )/ W__gm L ANDSCAPING 15 EX. 6" SE PLAN GAS (SC 6 24 11 1 TYP . 7 !�Q' - I 9 (3) 36 - -- - -- - NO"6'49 �'E 6 1 13 121. 1 f 11+00- SOO*55'22"W -2- f4 5 o", c _c 1 8' 3" E I S S� V11 8' 3$ :z SM -!��EFAIZA-TF_ SW,4EVT FLAW FM 4-TH A S-TH GU1?,e_,-T-A0TIAL_ <:ofVf:o"AW__r, F�)P' -Tp-4f_'-T 6448 -UPITL 9 17- 364 362 360 358 356 354 352 350 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VER11CAL 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 PROPERTY LINE R/W RIGHT-OF-WAY PA E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE C/G CURB AND GUTTER EX. EXISTING 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 UGHT-5800 WMEN PER C.O.B. STANDARD OR APPROVED EQUAL ED FURNISH & INSTALL STREET UGHT-9500 WMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS IBM= PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 364 362 360 358 356 354 352 350 362 360 358 356 354 352 < - --J_j ":.-z _4 CiLL: > 7 8 0000 cr; 5 - - 5 1 4 2+�00 . - 500.00' 3 c Q�u 2 10 L� (if -i "cq 00 _j JI cli + + ,:> C) 21.85' + + a 518.00' 46.93' < 1 -30 I 06--n nm Loc, _j C3 LL: WQ _jw + (3 LL: + 37.00 5450 33.54 W En cn ai (nu) - ORIq Nico' Z:cn C54 ooc:� =1 e(6 a.Q 11111111111110mm 1'� Iq 89*34!50" 1111110111111 78.00' ' 1 130.60' UNIT 9 UNIT 1 BEACH ASTER DRIVE CONEFLOWER DRIVE CD C, C) C) C3 Co CD1 SEE SHEET 8 C) C3 CONSTRUCT NEW CHECXERBLOOM DRIVE C. UNIT 2 C) 7 6 c6 c6 c� AC PAVING PER NOTE 2 SEESHEET SEE SHEET 6 �2 1 18 _08' 11 18'1 18' 111 L 18_1 18' _j I C3 LL: (3 LL: (ju: 30" _j 30' 301! u: C)L.': u: I L� C3 u: 10 LZ I u: C3 LL: 1 �_z I 1 11 7m 11 30 -1- 30'! -.4- r 5 W C.D of 06C6 Lo 00 14- r- E.C./q INTERSEC11ON SOO-55'21-W RAD. @ 11 M 9 8 i Pon co" C-) .6 oi oi o6 (64 Ki Ks 3: �5 _: n Lf� -7 STA. 19+27.88, C.L. PALE LILAC LN.= to n co co r--: r -z a cq 00 uj r- C) -ct < < C-� -�c i::z ff-) - 14- '* I I + + + + m 0>< cq" + -4- 3: + >< + + STA. 21+25.13 C.L. CONEFLOWER DR. '00 u -i CD Co + + + + + + Ld ��: + + Ld C4 C4 n fl) n m L'i + + PA 4- LJ to (D (.0 > r- > 200 w C-4 w w n n < < OD U 00" F- F-�- c3 ;� ci < 0 00 (3 -ce -ti cl 1=1 ,:c (n in Li V) (n Go < TYP. :z io6 inin z: Lli (n W cn (n of < F- I— C-0 , J to C6 cn U) I I 9 ui (ncn U) P/L I I \±j A CENTERLINE OF 20' WIDE 11 1 1--:2 (n(n cn It (D lml� ** " i I p", 5211� _N PUBILIC UTILITY EASEMENT SEAEND APE AREA s \\. I /"\ )/ W__gm L ANDSCAPING 15 EX. 6" SE PLAN GAS (SC 6 24 11 1 TYP . 7 !�Q' - I 9 (3) 36 - -- - -- - NO"6'49 �'E 6 1 13 121. 1 f 11+00- SOO*55'22"W -2- f4 5 o", c _c 1 8' 3" E I S S� V11 8' 3$ :z SM -!��EFAIZA-TF_ SW,4EVT FLAW FM 4-TH A S-TH GU1?,e_,-T-A0TIAL_ <:ofVf:o"AW__r, F�)P' -Tp-4f_'-T 6448 -UPITL 9 17- 364 362 360 358 356 354 352 350 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VER11CAL 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 PROPERTY LINE R/W RIGHT-OF-WAY PA E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE C/G CURB AND GUTTER EX. EXISTING 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 UGHT-5800 WMEN PER C.O.B. STANDARD OR APPROVED EQUAL ED FURNISH & INSTALL STREET UGHT-9500 WMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS IBM= PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 364 362 360 358 356 354 352 350 362 360 358 356 354 352 cs SCAPE AREA s LA E LANDSCAPING Lk b �)LVVLK EX. 6" SEA Q M.B. 54, PGS. 106-107 I�LAN SEE LANDSCAPING PLA 9 PROJECT BOUNDARY 4 00 00 7 11 - 12 17 00 117.39 STREET RIGHT-OF-WAY 14+ 517.38' _NO4-feSYW 18+0() 123.1 Z - 12 DEDICA11ON TO THE CITY OF 28001, 15+00 16+00 (2) 13 TYP. -(), 11 - BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS �NDSCAPE AREA LANDSCAPE AREA 9 AND TRACT NO. 4709, MAP BOOK EX=7 2 37, PAGES 29-30. 8 c SEE LANDSCAPING PLAN LANDSCAPING PLAN EX. CONC. BLOCK WALL TYP. m w Of a < ;im cr_ __j 0 Co c� C� C�4 co m C, Q C> Q m m q - ANJ 7-= 9 < - --J_j ":.-z _4 CiLL: > 7 8 00 <m 1 - :::iuj 6 cr; 5 - - 5 1 4 2+�00 . - 500.00' 3 Cl Q�u 2 10 L� (if -i �!c 1 00 _j JI cli 43.67' 21.85' 0511'27" STA. 13+27.33, F.L. 518.00' 46.93' < 1 -30 I 06--n nm Loc, _j C3 LL: WQ _jw + (3 LL: + 37.00 5450 33.54 CD (2) U-) 00 _j - ORIq Nico' Z:cn C54 ooc:� =1 e(6 a.Q 11111111111110mm 1'� Iq 89*34!50" 1111110111111 78.00' 161.05' 1 130.60' a; (n >: c"c> 0 R cq cq ++ mw ++ 00(o w C3 L6 CONSTRUCT NEW fl) 00 0000 C3 45-3423" 55.00' �2 - 84*23'23" __I:z cc a -u ui 0 PAVING PER NOTE w Coco m + + (.>C.) 2: m U) + + Coco Li in w _j uj c� uj Liu: :z 0 -i i�.'i -ce r=:m Lo Lo ca 0 r_�P_: MIN 1111 -drr-: Kicq r': F= C-) _j cj 6 Co < _c� -i C) CD co mzj- 011111 z !:2 G! Lq (n W c6p'T _jz 6: w cn En uj (.000 cn + + �_o c6 in v) TRACT a lc� 4709 C) C� C, r) fl) " r) Of P2 -* Lq (6 (.0 (1) >: :D Uj M. BK. 37, PC. 29 Go + 00 00 co ad ALE ::T En < => _j w --cc \C>v 0 u- i -i du: 'i - 2 _j d u: to co + 1 1 10 J - ui U LLj _j_j (ju: _j 1— cn cn 06 V) En 'j --� -:e w C:; => ME w 4 -i < < w No cn U) � �- I— to cli (PRIVATE STREET) CD :� w<:z cs w c6c) 0 a- m w mc14 w Pon co co cj NEI bi co'q: co < nc� Co 00 (3(3 + + c� C> ++ad (n "C4 :z 4--f (oco W V) C) d Lo La cy) 0 of - C) C) 00 ; co C.3 r= tt :D 0 ++ ++ < M m ++ __j w m C4 U-) w C4 C-4 4:3 < < F- �- c 3 -ce--e t: (3 ;2�� w U (o cq r� + + w (n cn U m �_i__ (nu) =)I (n U) Lj Cn(n -.4- (if callu V)V) '11111 TRACT NO. 5444 0M C4 M. BK, 39, PG. 98 V)V) MEN ME 11112�d U) En cs SCAPE AREA s LA E LANDSCAPING Lk b �)LVVLK EX. 6" SEA Q M.B. 54, PGS. 106-107 I�LAN SEE LANDSCAPING PLA 9 PROJECT BOUNDARY 4 00 00 7 11 - 12 17 00 117.39 STREET RIGHT-OF-WAY 14+ 517.38' _NO4-feSYW 18+0() 123.1 Z - 12 DEDICA11ON TO THE CITY OF 28001, 15+00 16+00 (2) 13 TYP. -(), 11 - BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS �NDSCAPE AREA LANDSCAPE AREA 9 AND TRACT NO. 4709, MAP BOOK EX=7 2 37, PAGES 29-30. 8 c SEE LANDSCAPING PLAN LANDSCAPING PLAN EX. CONC. BLOCK WALL TYP. m w Of a < ;im cr_ __j 0 Co c� C� C�4 co m C, Q C> Q m m q - ANJ 7-= 9 < - --J_j ":.-z _4 CiLL: > 7 8 00 <m 1 - :::iuj 6 cr; 5 - - Ld 4 1 = 500.00' 3 Cl Q�u 2 10 L� (if -i �!c 1 00 _j JI cli 43.67' 21.85' 0511'27" STA. 13+27.33, F.L. 518.00' 46.93' < 1 -30 I 06--n nm Loc, _j C3 LL: WQ _jw + (3 LL: + 37.00 5450 33.54 CD (2) U-) 00 _j - ORIq Nico' Z:cn C54 ooc:� =1 e(6 a.Q 11111111111110mm 1'� Iq 89*34!50" 1111110111111 78.00' 161.05' 1 130.60' a; (n >: c"c> 0 R cq cq ++ mw ++ 00(o w C3 L6 -i-i . ci < fl) 00 0000 C3 45-3423" 55.00' �2 - 84*23'23" __I:z cc a -u ui 0 . ozj w Coco m + + (.>C.) 2: m U) + + Coco Li in w _j uj c� uj Liu: :z 0 -i i�.'i -ce r=:m Lo Lo ca 0 r_�P_: MIN 1111 -drr-: Kicq r': F= C-) _j cj 6 C6 uj u)u) (ncn U) < _c� -i C) CD co mzj- 011111 z !:2 G! Lq (n W c6p'T w cn En uj (.000 cn + + c6 in v) TRACT NO. 4709 w C-4 r) fl) " r) Of P2 -* Lq (6 (.0 (1) >: La Uj M. BK. 37, PC. 29 T 00 + 00 00 M ';t Cl + + ALE LILAC LANE m U)V) ro i ce;� 'i C14 04 -1 LLj r- c6 1— cn cn 06 V) En 'j --� -:e w C:; => ME w 4 No cn U) . �- I— (PRIVATE STREET) CD :� w<:z cs 0 m U) V) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 10 11 1 13 14 15 16 17 18 1 po C> - C) Lo m ico I m co Lo po 0 i IN 1-fiw_dd: -1-4: 1,.- 1 r--: 1 364 360 358 356 Z54 350 CURVE TABLE STA MINING TABLE R1-1 - - DESCRIPTION C.L. STATION F.L. STATION = 500.00' 45.30 - - 10 -i 00.00' 45.36' 22.69' 05*11'52" Q) 482.00 43.67' 21.85' 0511'27" STA. 13+27.33, F.L. 518.00' 46.93' 23.48' -30 EXISTING CATCH BASIN 55.00' 1 81.40' 50.22' 84*48'09" UNIT 13OUNDARY 37.00 5450 33.54 84-2323 (2) 25.00' 39.45' - 90*25'10' N 11- 11111111111110mm 24.82' 89*34!50" 1111110111111 78.00' 161.05' 1 130.60' m 1�- >: cz 0 - -0 1111111111 7.95' MEN 45-3423" 55.00' l', MEN 7_ 9 86' 84*23'23" m� ui 0 . ozj I— 11111119111111 w _j uj c� uj ED ir < cqd- LEL. a. MIN 1111 1111 r___4 'Amm mzj- 011111 z !:2 La < W), 0 im w (1) >: : Uj pq to ro __j -1 LLj r- w C:; => ME w 4 No cn U) n Aj - 14" CD :� w<:z cs 0 MEN w NEI bi M 0 ;t in C) 0 of - 00 ; co C.3 r= c� < __j w LQ C4 U-) w I- c6 U CD T;�- -.4- '11111 0M ffi MEN ME 11112�d cq NEI 1111 LuLLa )0 n 4- oui + 1) + c� 'ENOS d � MMIN fkf m + N d I L'� ANN oj 00 1111 1 1 m. ME c r N mum. a- cn EXISTINS GROUNQ uj U) m a w V) cr NEES V) �5 11111111111111m m m U) IMF -- mm w < 0 C__ NTERLINJ 0 (_=)jcD n 1 1:0�4 0) .11 ME IR IBM; 111SEM-E I'MENEEN MONNE s 0.21% lr,i,- 07. �_S -0.25% S 0.25% --T ---s- ME IMENNE - MENNEEMENEEMEN PAS I niAll 1ki f ix ----- -------- WAAM ---- PROPOSD EASf t0WdNE 10 11 1 13 14 15 16 17 18 1 po C> - C) Lo m ico I m co Lo po 0 i IN 1-fiw_dd: -1-4: 1,.- 1 r--: 1 364 360 358 356 Z54 350 10 11 12 14 15 16 17 18 Lo ro Lo IC3 Irlo 6 po U? Lg Lfi Lo' F I lu, I- I- I c" Ln lei CURVE TABLE STA MINING TABLE R1-1 - - DESCRIPTION C.L. STATION F.L. STATION = 500.00' 45.30 - - 10 -i 00.00' 45.36' 22.69' 05*11'52" Q) 482.00 43.67' 21.85' 0511'27" STA. 13+27.33, F.L. 518.00' 46.93' 23.48' -30 EXISTING CATCH BASIN 55.00' 1 81.40' 50.22' 84*48'09" UNIT 13OUNDARY 37.00 5450 33.54 84-2323 (2) 25.00' 39.45' - 90*25'10' N 25.00' 39.09' 24.82' 89*34!50" 1111110111111 78.00' 161.05' 1 130.60' 118-18'16" 1�- >: cz 0 - -0 1111111111 7.95' 4.20' P4 45-3423" 55.00' MEN 7_ 9 86' 84*23'23" m� ui 0 . ozj I— 11111119111111 w _j uj c� uj ED ir < cqd- LEL. a. 0 r___4 mzj- z !:2 La < W), 0 im w (1) >: : Uj pq to ro __j -1 LLj r- w C:; => ME w 4 No cn U) n Aj - 14" CD :� w<:z cs 0 MEN w NEI bi M 0 ;t in C) 0 of - 00 ; co C.3 r= c� < __j w LQ C4 U-) w I- c6 U CD T;�- -.4- '11111 0M ffi MEN ME 11112�d cq NEI 1111 LuLLa )0 n 4- oui + 1) + c� d � fkf m + N d L'� oj 00 co ca ME c r N mum. a- cn EXISTINS GROUNQ uj U) m A- w V) cr !?�:m V) �5 �n m m U) IMF -- mm w < 0 C__ NTERLINJ 0 (_=)jcD n 1 1:0�4 0) s 0.21% lr,i,- 07. �_S -0.25% S 0.25% 10 11 12 14 15 16 17 18 Lo ro Lo IC3 Irlo 6 po U? Lg Lfi Lo' F I lu, I- I- I c" Ln lei 362 P.F-VI!5.f ON A1I>PR0vVD E�'1` P,06RER A. McIA/Tos" C>A7-V 358 356 PpRovuj> olf T. Ayv F F� P_. C_ 1-, 2. 17 S axp. v;,/31/p� 354 19 364 362 360 358 356 354 352 350 20 CURVE TABLE STA MINING TABLE R1-1 REF. NO. DESCRIPTION C.L. STATION F.L. STATION = 500.00' 45.30 22.66' 05 1'27" 10 -i 00.00' 45.36' 22.69' 05*11'52" Q) 482.00 43.67' 21.85' 0511'27" STA. 13+27.33, F.L. 518.00' 46.93' 23.48' 0511'27" 1 EXISTING CATCH BASIN 55.00' 1 81.40' 50.22' 84*48'09" UNIT 13OUNDARY 37.00 5450 33.54 84-2323 (2) 25.00' 39.45' 25.18' 90*25'10' 0 25.00' 39.09' 24.82' 89*34!50" 78.00' 161.05' 1 130.60' 118-18'16" 1�- >: cz 0 - -0 10.00' 7.95' 4.20' P4 45-3423" 55.00' 81.01' 7_ 9 86' 84*23'23" 362 P.F-VI!5.f ON A1I>PR0vVD E�'1` P,06RER A. McIA/Tos" C>A7-V 358 356 PpRovuj> olf T. Ayv F F� P_. C_ 1-, 2. 17 S axp. v;,/31/p� 354 19 364 362 360 358 356 354 352 350 20 Lo STA MINING TABLE R1-1 REF. NO. DESCRIPTION C.L. STATION F.L. STATION r') B.C. STA. 12+19.10, 18.00LT. - STA. 12+17.47, F.L. L 1 L P.R.C. STA. 12+26.24, 15.00LT. STA. 12+25.42, F.L. *R81(CA)" - BIKE LANE W1-6* - SINGLE ARROW E.C. STA. 12+33 .39, 12.00LT. STA. 12+33.37, F.L. 1) B.C. STA. 13+27.34, 12.00LT. STA. 13+27.33, F.L. w P.R.C. STA. 13+34.49, 15.00LT. STA. 13+35.28, F.L. EXISTING CATCH BASIN UNIT BOUNDARY STA. 11+40.64, C.L. ----D- -s- UNIT 13OUNDARY STA. 14+20.66, C.L. - 0 P.R.C. STA. 14+06.02, 15.00RT. STA. 14+08.46, F.L. 362 P.F-VI!5.f ON A1I>PR0vVD E�'1` P,06RER A. McIA/Tos" C>A7-V 358 356 PpRovuj> olf T. Ayv F F� P_. C_ 1-, 2. 17 S axp. v;,/31/p� 354 19 364 362 360 358 356 354 352 350 20 9 10 Lo LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *Rl-l" - STOP *S5-2" - END SCHOOL ZONE *R6-1" - ONE WAY r') CNII "R26(CA)* - NO PARKING *W14-1" - DEAD END L 1 L Lo *R81(CA)" - BIKE LANE W1-6* - SINGLE ARROW *W3-3" - SIGNAL AHEAD "W1-11" - CURVE ARROW La 1) 8 >: w uj PER C.O.B. STD. D-14. EXISTING CATCH BASIN EXISTING STORM DRAIN LINE ----D- -s- EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE 0 EXISTING SEWER MANHOLE (D EXISTING SEWER CLEANOUT � = = � m m TRACT BOUNDARY co uj Go * z < Z , e 0 V) TR 1�- >: cz 0 - -0 w 0� c; N iill-.j co >: 11�4 ui 0 . ozj I— z < w _j uj c� uj ED ir < cqd- LEL. a. 0 r___4 mzj- z !:2 La < W), 0 im w (1) >: 0 Uj ro __j -1 LLj r- w C:; => w 4 cn U) n Aj - 14" CD :� w<:z cs w r--:, bi M 0 ;t in C) 0 of - 00 ; co C.3 r= c� < __j w LQ C4 U-) w I- c6 U CD T;�- -.4- ffi cq LuLLa )0 n 4- oui + 1) + c� d fkf m + N d L'� oj 00 co ca c r a- cn EXISTINS GROUNQ uj U) m A- w V) cr !?�:m V) �5 �n m U) a- w < 0 C__ NTERLINJ (_=)jcD n 0) s 0.21% lr,i,- 07. �_S -0.25% S 0.25% --T ---s- - rvicrip; PAS I niAll 1ki f ix ----- -------- ---- PROPOSD EASf t0WdNE cy, - z: -j A - 9 10 11 12 LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *Rl-l" - STOP *S5-2" - END SCHOOL ZONE *R6-1" - ONE WAY *R5-1' - DO NOT ENTER -W31(CA)- - END CNII "R26(CA)* - NO PARKING *W14-1" - DEAD END *R3 -5R" - RIGHT TURN ONLY :W14-2* - NO OUTLET "R4-7* - KEEP RIGHT W1_7* - DOUBLE ARROW *R81(CA)" - BIKE LANE W1-6* - SINGLE ARROW *W3-3" - SIGNAL AHEAD "W1-11" - 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. EXISTING CATCH BASIN EXISTING STORM DRAIN LINE ----D- -s- EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE 0 EXISTING SEWER MANHOLE (D EXISTING SEWER CLEANOUT � = = � m m TRACT BOUNDARY PHASE BOUNDARY 13 LEGEND (CONT.); CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE in 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 SHEET VAiERE SECTION IS SHO 14 15 16 17 CONSTRUCTON NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. CNII 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 18 19 REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER TO REMAIN. TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. q� TYPICAL CORNER - SEE DETAIL ON SHEET 10. q��ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GP,&r)P' 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 S SEWER CLEANOUT TO FINISHED GRADE. o/vIT 7 6ML-y 0) 0 0) < D - 0 z 00 0 < _j < 0 to uj 00 c; _j Iii ro 0 [Z ro 1_1 0 V) C14 of ui < m 0) 00 04 co 1�1 0) 0 L U) w --c M \p 0 CNII cn z z 2 co uj Go * z < Z , e 0 V) TR 1�- z 0 cz 0 - -0 iill-.j co 11�4 ui 0 . ozj (=) (= z < 2 m UJ ED ir < cqd- LEL. a. 0 r___4 mzj- z !:2 < W), 0 im < <"_0 r- w 3: 0) uj lr� CD T_ lfz LL CNII z co uj Go * z < Z , e 0 1�- z 0 cz 0 - -0 iill-.j co 11�4 ui 0 . ozj (=) (= z < 2 m UJ o ir < cqd- LEL. a. 0 r___4 z !:2 < W), 0 im < w 3: 0) uj lr� CD T_ lfz LL 12 z < < 0 of afo ujw UNrT 10 w A UNIT 8 mu) U-3 M -j< if qc, CONSTRUCTINEW If ': G -j" -Jaf < o:: <w i __j Of -j I- AC PAVING PER NOTE 2 W Se x UNrT 11 CD C3 a- c� C> __j __j n q c� uj < Lum 0 C> n w C) C) CD :z 00 C! c� cn< c6 c6 x '6 oj m 9 8 7 co c6 uj 00 co C) 10 � C, oi c� 10 9 16 15 14 13 12 8 >: -j-j -j -j -j -j _j -j i -j -j-j cn, -i -j -j LL"j In -j-j w -j -j J _j En >:-J J -i -j -j I -j -j -j-j -i -i -j -j -j -j c3L: c3 ii LL Iii I.: c3ii 11i U) C3 j M ii c3u: LZ _j -j -j -j cn . -j c3u: LL 1i u- pin L': < Lu I < LU c3u: od j1z u: ILL: iu� 1�:j u: (3 111 u: cj ii u: uu: L:I _z: 06cs :z of j M -j 1 U-1 1 L- 1 1 C I W� 06 0606 0� m m 1-:,d ' m ecs le -7e C -z CN -1 'o ase at�f "vcq 'q "a �q .Frn- of 0;60 :rri td Ld 'd - 1i m co i Lo " 01 n -m OR < 00 ff�' i r-1 C" c' K" X: uj 00 > -4: c� 10, m 00to cc 4� I 1�11 >- 0;2� wit'i 44 --in >< U-) v� c6 >- ffi ii u cj cj '< dois >- s o6 >- c6 Ki >- o6 cir-: m c; c; pli 4 >- C6 >- 00 w < co c6 li .:.6 co CD n o- to Il- uj to c� 00 m < P) Lo co 0000 co CD�; cv to U-) Zo w 11i 100co Lo 00 C:) < + ��: + + �9: co co az C)T C4 + + + + + + + Lu + V) + + + + + + + + + + + + + + + + + + + ��: 7 + + + cn + + m + LLJ LLJ + LL' + + Ld + + + + CD C) tz L' t - *4- 14-14- 1 �o co L'i 11 co CID 11 0 11 r, Ld 00 OD C' M > > (D C) LLJ > c" -,n u j �2 t2 Ll 00 04 - - - -- '00�-'-3 t2 DL)i ck� C) 0:� elf Of rl� Of D�� < C) Cl < (3 -:0 '- :i �K CD (3 c1c< -I:e -1KI n t� I --ce C) <e -cii C) < << < R) -44 -cc V' -y I- �- Fl� F- >< LLLj I- -c I- I- af t- 1-- ;� F- I.- i cy- 1-- 1--- 1- 1- F- I (n V) C->� u') cn Q:) cncn (o V) f) U) V) < U) :z CD :n(n=m cn U) In U) V) V) IV) C6 v.* (n U) V) C -y U) in co in n9 (--)j 11i (-:)j V) V) (1) (.D V)V) (-:)j C� c) uj cri V) W �1 V) 4 % i i 1(f) 1 1 9 7 9 11 L 0�`j 2 3 8 �0- 14 SEWEF -CD 6 v 5 12+0 15 TYP- SEWER r-) 00 -ip+o NOD �280.01- 1- SO4 --I ts t I s -(D 00*55'21"E - BR 71.08' -00 *55'21" u 01 � E X 8 S -177 -280.01' 4 S D- --D D A -RN S SEWER 3 5 FX2 4 D 9 8 BRICK PAVERS a 9 1 HAIN 9 SEE NOTES AT RIGF 9 13 %N /Zh 15 Fil 2 12112 1 1 AD -A 9 2 VN) B.C./� INTERSECTION SOO'30'12"W RAD. TYR 13.4 2 in- 2 3 STA. 9+68.79, C.L. WHITE ALDER AVE.= m �2 ii DO zi PA P/1 -J-jl STA. 10+00.00, C.L. YELLOW LUPINE DR. Z --i C1111 �Dj j j:: <D-7 a comwinmm 00 F If (if x uj Of x U-> Of Co a! Er af x x C141 -h7 - - - CD C> co C:) C) C3 C) C1 n Co a c� n 00 1 9 + CD CD c� cq af (If Ck q ,-: o' 01 1 c� 01 11 04 " "d 06 rl) C) (D cli oo 06 C4 a) n LU A �2 co c� C� M n 8 - + 17 c� 00 C4 - o6 - Do . 11 q Lu q PA ,;!: - `6 33 >< Go 00 (nn o6 00 m -i_j ;� :�c -i _j 34 -i_j -j 10- - - I (n, -4 -j C3 11i U: v) I < d C) -ij -j-j -j-j -i _j -j _j J -i Cj ii < j 9 c i 18' C3 11 6 C,<) - - 1 118' 1 d LZ Jj ii d ii x m + L': C-)' LZ U-) C> 'T -1ti .- - I cr r- 18' j 6 uj plla- -:o6 coreT ii.6pei er-i C541 I. Ld..d:, 0� for,) tmo" rl�� F,&jj (-i - ai�� - - - -W I M to co 0 30' C�c> w Lci-d: or-qr wm_z C6-.:. 00 _.r 14 Lo Lo n n n ro oi 6 C" -q- po Co I,- Co W) a U -: c� CNC4 z: C" 40 "a. Ix! 00 co CN z t2 �R YELLOW ++ rn to Coco 'T"T BEACH ASTER DRIVE Co ++ n C�c; oi 4 M + + + + lon + + =:> ++ + + T'; + + ++ CHECKERBLOOM DRIVE i a4 .'4 c; r1- co C)n V) m 0- eq po 00 m 0000 0-- ++ ++ LUPINE DRIVE EN cq nw) n .4- x -4-14- u') Lo to -- M-- SEE SHEET 8 SEE SHEET 7 + + + + + + cn;z + + + + + + Lo to X) co 0 r- ii w SEE SHEET 9 cl� M -J m d - -14 c1r-, --� -.:� -ce -ce -:e < --I- -I- c� ii I- -j - M Wu) MIV) U) V)(/) V) (f) uj U) V) V) C6 (/) (f) M 01 U) F Z: F ii i C61 1i Ii V)(n c6icnv) 11i V) (n C6 (n UNrr 11 UNrr 10 11 U) U) Uj (r) V) m cncn (n cn ii in Icn- cd cn u) WHITE ALDER ENUE UNrr 8 STA. 10+00.00, C.L. TO STA. 18+00. (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE. ROUGH GRADING HAS BEEN PERFORMED . t)nf'Al 50 00' Vii 362 7.5' 18, 18, 358 360 :D >; >- 0#4000, >: >: >: I LU "i 61 CURVE Fo 352 m 350 358 ci It2 VARIES 15% VARIES 1. 57* 101 Im I I CURV To 3. TO J. 5x PROPOSED_ L0 MORE c 5 SIDEWALK '4-il A. C. PA WNC 356 p r)pt) r1m . P R 0 P 0 - SED CURB L, onlAi SE PROPOSED CIURS PROPOSED CURB - AND GUTTER COMPACTED SUBGRADE- AND GU TTER ILMOO COMPACTED SUBGRADE- AND GU TTER ci -D- SEC -DON A i Of SECTION /6B-\ 354 EXISTING SEWER LINE U. K) C3 ILO 't ILO AIN 352 STREET SECTION Lo C'� - k ldOo - R W 1 25.00' 39.45' 1 25.18l 4.5' 1 135, 12' 18, �S n C) CD 5 ci C, 350 37.00' C) n 85-13'30" STA. 13+35.68, F.L. to y 6 10 05-11'39" Lo 360 rn C> L0 c� Lo C) tc) STA. 14+28.29, 12.00RT. C1 L0 D .0 1) 03-12'34" 354 C3 Lr) D Lo %*s W) STA. 15+12.4 , F.L. -2 Lo to r") 11) 00or STA. 15+13.75, 12.00RT. Lf te 11.0 11) 0) 0) 348- n Lo n C) Lil 10 ci c n to -1c'1 0 re) >; P.R.C. "Illiffift,,16+86.25, 15.00RT. Lo ILc) to n Lo n U") to E0 rl) L") t') u') 11) Lo r) P.R.C. L") -A. 17+26.26, F.L. 0 re) t') r STA. 17+98.96, F.L. tr) STA. 17+93.76, 12.00RT. ro L0 to UNIT BOUNDARY UNIT BOUNDARY. to t) pe) >: -7 -1 DINNEEN �2 U U41 Imq 0 LLI LLJ LL W V)ILL4 MEN LLI LAJ Elmo pt) 0 tq - >; > Bpi 'L: �> >: >: 0 h:': >: ui ME ck� n m I j ELL: -j Ili w Ld F, UJ W uj C�o > >: w Lu >: I— 'm En uj >: W Ld P >: 1.1 LL uj x > u) Sn cr; P' I u:, to (n I uj Ld -j �j LLJ li __j LJ -i LJ C�J 111 uj w > W w Lu >; W w LO w w < uj -i !n LAJ A uj -j LLI -i 'I LLj __j LLJ ;v m LAJ --j 1W Ld LL LLI LL 0-0 1W ME rn AIN uj LLJ �j uj LLJ Ej j -j L'i -1 LLA -1- -4 C c -1 ,, 1i 6co C" I -i + Elm 1101 >: n 'o PeT 0( Lj Lu cp3 + - + uu + + CD + 0� m + + + 0; Ld C-3 11,01.4- 11 1i t -i 0� Lis c; co L(i L0 n to !!2 LLJ p LO -7 --: L0 - 00 oc 000 C� OR '!�ii clq CD m Ii 11.0 co L0 C11 t) -j Ld W Lu m 1"'� 04 [6 t) C) I < 0 C5 n + t 7; 0) h < to >- 11 1w m - - C-4 C�l 00 0 + + co 0) + 00 (7) c =3 + + + + m < + 110 9 00 to 4 c 4 t ) Ci 11i 00 11i LLJ w LLJ - >: L-Ljj to 40 c d + + + + w 1W V) m + I- -g li-m: 1: (f) 11 0 m + + c ED + + (D 11" 0 U) + 00 b < u 0� c j < + 0� ci C3 + C3 � . + + + -Z m + + + :z m ii Lj 04 + .1 C3 -t . i 9m, c L0 lin '1000 - M 6 06 (n a- u) uj cn m u V) cd (f) CL V) cn V) 1: V) --1 - -. < !2S d 'z ;Is < C.3 r'� q m < .4N. i --J C'4 11i -j C) C6 (n Er. e3 < C3 --e C3 < c; lz� oop" c3 < C3 -4 �1;2E L' ;2): M Z V (1: 111 1-- m (n c: v =3 V) a i V V) < m 1- cn omm IMPOSED .(P Mir 0 V) V) m Y) a- V) (L A- V) U) a- U) ') m 40 LL: n uj �': -�e M c a: V) U) 11 in (f) m V) a. V) Ck: 11i s EAST FLOWLINI' Nimmummmout, S .407- EL a- U) ii V) cd V) X: C.D + --j V) -U) 11- 1110110110mmm S 0., 577. 3 074T S oi- AIN s 0 44% 00 C)o T C -11? -O EAST FI.OWLINE % PRCPOSED W --ST FLOW -INE >: 0.4T; ROPOS11 -S -0.25% 1 ii S -0.25% 00 u') S @ CENTERLINE 0: ;0- Iva EXISTING GROUND Z 0000- 16 oi ai 0 CENTE LINE Z) 362 7.5' 18, 18, 358 360 :D >; >- 0#4000, >: >: >: I LU "i 61 w Fo 352 m 350 358 ci It2 VARIES 15% VARIES 1. 57* 101 Im I I INEEMEN To 3. TO J. 5x PROPOSED_ L0 MORE Ld -j SIDEWALK '4-il A. C. PA WNC 356 p r)pt) r1m . P R 0 P 0 - SED CURB L, onlAi SE PROPOSED CIURS PROPOSED CURB - AND GUTTER COMPACTED SUBGRADE- AND GU TTER ILMOO COMPACTED SUBGRADE- AND GU TTER ci -D- SEC -DON A i Of SECTION /6B-\ 354 EXISTING SEWER LINE SCALE: 1 " SCALE: 1" �10' MY EXISTING TORM DRAIN MANHOLE AIN 352 STREET SECTION 39.09' 0 VATE STREET) R W 1 25.00' 39.45' 1 25.18l 4.5' 1 135, 12' 18, �S -0.25 C) 55.00' 81.81' 50.60' co OR 350 37.00' 1 348 85-13'30" STA. 13+35.68, F.L. to ml 10 05-11'39" Lo 360 rn 8.35' 358 1`0 pno re) STA. 14+28.29, 12.00RT. 3 6 1 13.50' 03-12'34" 354 STA. 14+39.69, F.L. D 352 c STA. 15+12.4 , F.L. cr > STA. 15+13.75, 12.00RT. 350 (7) 0) 0) 348- C) tr) C) Lil 10 11 z- -z_ 12 Z) ID 13 14 FrA it) I / a 'jul- 360 358 356 354 352 350 348 18 360 - -1' 12 13 14 ]a 10 17 R/W 4.5'_ 7.5' 18, 18, 358 000004F, :D >; >- 0#4000, >: >: >: I LU "i 61 w w 352 m 350 00 348 It2 VARIES 15% VARIES 1. 57* 101 Im I I INEEMEN To 3. TO J. 5x PROPOSED_ L0 MORE cq �--j-'j SIDEWALK '4-il A. C. PA WNC 15.00 p r)pt) r1m . P R 0 P 0 - SED CURB A G ur.. onlAi SE PROPOSED CIURS PROPOSED CURB - AND GUTTER COMPACTED SUBGRADE- AND GU TTER ILMOO COMPACTED SUBGRADE- AND GU TTER (a) -D- SEC -DON A i Of SECTION /6B-\ 45-46'22" EXISTING SEWER LINE SCALE: 1 " SCALE: 1" �10' MY EXISTING TORM DRAIN MANHOLE AIN STIR ECTION STREET SECTION 39.09' 0 VATE STREET) R W 1 25.00' 39.45' 1 25.18l 4.5' 1 135, 12' 18, 1 24.82' C, C) 55.00' 81.81' 50.60' co OR STA. 13+27.75, 12.00RT. 37.00' 55.04' 3C04' 85-13'30" STA. 13+35.68, F.L. to ml 22.68' 05-11'39" Lo u th t') rn 8.35' 01-59'057 1`0 pno re) STA. 14+28.29, 12.00RT. 27.00' 1 13.50' 03-12'34" c� STA. 14+39.69, F.L. D 90 c STA. 15+12.4 , F.L. cr > STA. 15+13.75, 12.00RT. 0) (7) 0) 0) C) C5 u') 11.0 C) tr) C) Lil C3 to ci c n to -1c'1 0 re) >; P.R.C. "Illiffift,,16+86.25, 15.00RT. >: >: ILc) E.C. STA. 39, 12.00RT. LLI LLI >: =: :�;; >: B.C. STA. 17+0 OORT. STA. 17+18.31, F.L. u') P.R.C. L") -A. 17+26.26, F.L. Lr re) t') r STA. 17+98.96, F.L. tr) STA. 17+93.76, 12.00RT. 8+06.91, F.L. L0 to UNIT BOUNDARY UNIT BOUNDARY. STA. 11+39.00, C.L. STA. 17+00.89, C.L. t) pe) >: -7 -1 DINNEEN �2 U U41 Imq j I I. LLI LLJ LL W V)ILL4 MEN co Elmo pt) 0 tq - >; > Bpi 'L: �> >: >: 0 >: >: >: ui ME ck� uj m I j ELL: -j Ili w Ld F, UJ W uj C�o w >: w Lu I— 'm En uj Llj W Ld P 1W Ld P 4 Lu uj Lu 'Al u) Sn cr; P' I u:, to (n I Ck:: 0:� __j Ltj Ld uj w ILU < ro w Lu WMEN w LO w w < Lu >; 'I m< cq V3 4: (0") ME rn AIN ui CONINE uj LLJ. -1- -4 C c + Elm 1101 >: 'o aq Lu cp3 + - + uu + + CD + I Z) 'T m + + + C-3 < t -i 0� w 11i csi c + 1 to 111 00 n m Ii 11.0 co L0 C11 t) -j Ld W Lu m 1"'� 04 [6 t) C) I M -4- n + m - - + + + + + + + + + + + + < + 110 9 1000 ME- 40 M-110110 d Q, w 1W V) m U) I- -g li-m: 1: (f) 11 0 m c ED P U) U) 11i V) ILI V) a- U) 1W U) b < u 0� c j < ci C3 C5 C3 � . < I- O� .4 < 4cd d .1 C3 . i 9m, F 111 U) 06 (n a- u) uj cn m u V) cd (f) CL V) cn V) 1: V) PROPO r M :D cn Lu U) m v CL V) C6 (n Er. 06 omm IMPOSED .(P Mir 0 S=I.i L I S=-0.51 -0.252 Ll� AS i 1, EOW11 N E = -0.25P, s EAST FLOWLINI' Nimmummmout, S .407- - - MEN - - - , - - - MENE - - -1 1110110110mmm S 0., 577. 3 074T S oi- AIN s 0 44% 00 C)o T C -11? -O EAST FI.OWLINE C> ..do 5 - -1' 12 13 14 ]a 10 17 R/W 4.5'_ 7.5' 18, 18, 358 000004F, :D >; >- 0#4000, >: >: >: I LU "i 61 w w 352 m 350 00 348 It2 VARIES 15% VARIES 1. 57* 101 Im I I 2X To 3. TO J. 5x PROPOSED_ L0 MORE cq �--j-'j SIDEWALK '4-il A. C. PA WNC 15.00 p r)pt) r1m . P R 0 P 0 - SED CURB A G ur.. onlAi SE PROPOSED CIURS PROPOSED CURB - AND GUTTER COMPACTED SUBGRADE- AND GU TTER ILMOO COMPACTED SUBGRADE- AND GU TTER (a) -D- SEC -DON A i Of SECTION /6B-\ 45-46'22" EXISTING SEWER LINE SCALE: 1 " SCALE: 1" �10' MY EXISTING TORM DRAIN MANHOLE 45*34'23" STIR ECTION STREET SECTION 39.09' 0 VATE STREET) R W 1 25.00' 39.45' 1 25.18l 4.5' 1 135, 12' 18, ROV15101,1 / - 7-f 4-1 APPRc1'V4Ft) f3. - R 0Z A. Me-IN71i DA7E! q( C'li W R.Ii 52178 9��, �*j �L 348 ' "-' 360- 13'-"-'*' 358 000004F, :D >; >- 0#4000, >: >: >: 354 61 w w 352 m 350 00 348 It2 VARIES 1-5X, VARIES 1. 5Y. 101 Im I I 1c:' 17! TO 3.5r. TO 3.5X OPOSED L0 MORE cq �--j-'j SIDEWALK J '4-il C. PA WNGJ 15.00 PROPOSED CURB 0 1 *40'43" Q) PROPOSED CURB - 000000 AND GUTTER 4.14' COMPACTED SUBGRADE- AND GU TTER (a) -D- EXISTING STORM DRAIN LINE SECTION /6B-\ 45-46'22" EXISTING SEWER LINE SHEET WERE SECTION IS SHOVIN 2 SCALE: 1" �10' MY EXISTING TORM DRAIN MANHOLE 45*34'23" Q.9 STREET SECTION 39.09' 0 EXISTING SEWER CLEANOUT (PRIVATE STREET) 1 25.00' 39.45' 1 25.18l 90'25'09" ROV15101,1 / - 7-f 4-1 APPRc1'V4Ft) f3. - R 0Z A. Me-IN71i DA7E! q( C'li W R.Ii 52178 9��, �*j �L 348 362 ' "-' 360- 13'-"-'*' 358 LENGTH :D >; >- 0#4000, >: >: >: 354 61 w w 352 m 350 00 348 It2 - or, 10 101 Im I I 1c:' 17! 4.28' NEW STORM DRAIN LINE - REFER TO SEWER co oq OR cc CD I'R L0 AND STORM DRAIN PLANS cq �--j-'j ,.t '4-il SEC11ON DESIGNATION: 15.00 PER C.O.B. STD. D-14. 0 1 *40'43" Q) EXISTING CATCH BASIN SEC-RON UETTR 4.14' 44-58'51" (a) -D- EXISTING STORM DRAIN LINE k_ 45-46'22" EXISTING SEWER LINE SHEET WERE SECTION IS SHOVIN 2 7.95' EXISTING TORM DRAIN MANHOLE 45*34'23" Q.9 EXISTING SEWER MANHOLE 39.09' 0 EXISTING SEWER CLEANOUT @ 1 25.00' 39.45' 1 25.18l 90'25'09" @ 1 25.00' CD 1 24.82' C, C) 55.00' 81.81' 50.60' co OR STA. 13+27.75, 12.00RT. 37.00' 55.04' 3C04' 85-13'30" STA. 13+35.68, F.L. to ml 22.68' 05-11'39" Lo u th t') rn 8.35' 01-59'057 1`0 pno re) STA. 14+28.29, 12.00RT. 27.00' 1 13.50' 03-12'34" c� STA. 14+39.69, F.L. D 90 c STA. 15+12.4 , F.L. cr > STA. 15+13.75, 12.00RT. 0) (7) 0) 0) C) C5 u') 11.0 C) tr) C) Lil C3 to ci c n to -1c'1 0 re) >; P.R.C. "Illiffift,,16+86.25, 15.00RT. >: >: ILc) E.C. STA. 39, 12.00RT. LLI LLI >: =: :�;; >: B.C. STA. 17+0 OORT. STA. 17+18.31, F.L. u') P.R.C. L") -A. 17+26.26, F.L. Lr re) t') r STA. 17+98.96, F.L. tr) STA. 17+93.76, 12.00RT. 8+06.91, F.L. L0 to UNIT BOUNDARY UNIT BOUNDARY. STA. 11+39.00, C.L. STA. 17+00.89, C.L. t) pe) >: -7 -1 �2 U U41 Imq j I I. LLI LLJ LL W V)ILL4 1i co pt) 0 tq - >; > 'L: �> >: >: >: >: >: ui LI) ck� uj - j ELL: -j Ili w Ld F, UJ W uj C�o w >: w Lu I— 'm En uj Llj W Ld P 1W Ld P 4 Lu uj Lu W U __j 1; -1;F u) Sn cr; P' I u:, to (n I Ck:: 0:� __j Ltj Ld uj w ILU < ro w Lu uj uj w LO w w < Lu >; 'I m< cq V3 4: (0") rn ui uj LLJ. -1- -4 C c + >: 'o aq Lu cp3 + - + uu + + CD + I Z) 'T m + + + C-3 < t -i 0� w 11i csi c + 1 to 111 00 n m Ii 11.0 co L0 C11 t) -j Ld W Lu m 1"'� 04 [6 t) C) I M -4- n + m - - + + + + + + + + + + + + < + 9 1000 ME- 40 d Q, w 1W V) m U) I- -g li-m: 1: (f) 11 0 m c ED P U) U) 11i V) ILI V) a- U) 1W U) b < u 0� c j < ci C3 C5 C3 � . < I- O� .4 < 4cd d .1 C3 . i I- F 111 U) 06 (n a- u) uj cn m u V) cd (f) CL V) cn V) 1: V) PROPO r M :D cn Lu U) m v CL V) C6 (n Er. 06 IMPOSED .(P S=I.i L I S=-0.51 -0.252 Ll� AS i 1, EOW11 N E = -0.25P, s EAST FLOWLINI' S .407- - - - - - , - - - - - - -1 S 0., 577. 3 074T S oi- s 0 44% 00 C)o T C -11? -O EAST FI.OWLINE C> ..do 5 ROPOS11 XISJING GRO( NO 00 u') @ CENTERLINE ;0- Iva Z 16 oi ai Z) 362 ' "-' 360- 13'-"-'*' 358 LENGTH :D >; >- 356 >: >: >: 354 61 w w 352 m 350 __j w 348 --i Lu - or, 10 LEGEND: ABBREVIATIONS FIL 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 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 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT + FURNISH & INSTAH STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. E) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 4-4 12 ' "-' R 1 13'-"-'*' CURVE NUMBER FOR CURVE DESCRIPTION LENGTH :D >; >- >: >: >: >: *W14-1* - DEAD END "R26(CA)" - NO PARKING *Wl4-2* uj w w w uj , W1-7" - DOUBLE ARROW *R4 -r - KEEP RIGHT *W1 -i - SINGLE ARROW 'R81(CA)" __j w -j w --i Lu --I W --j w 10.00' PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 4.28' NEW STORM DRAIN LINE - REFER TO SEWER ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10.00' AND STORM DRAIN PLANS cq �--j-'j ,.t '4-il SEC11ON DESIGNATION: 15.00 PER C.O.B. STD. D-14. 0 1 *40'43" Q) EXISTING CATCH BASIN SEC-RON UETTR 4.14' 14 1 t) z':j LEGEND (CONT.): LEGEND (CONT.): R 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE NUMBER FOR CURVE DESCRIPTION LENGTH "Rl-l" - STOP *S5-2* - END SCHOOL ZONE "Ri - ONE WAY *W31(CA)" ITEM OF WORK - SEE SCHEDULE P.C.C. "R5-1* - DO NOT ENTER - END 162.40' 133.19' *W14-1* - DEAD END "R26(CA)" - NO PARKING *Wl4-2* FLOWLINE STATION - SEE TABLE 37.00' *R3 -5R" - RIGHT TURN ONLY - NO OUTLET 5.52' 11 , W1-7" - DOUBLE ARROW *R4 -r - KEEP RIGHT *W1 -i - SINGLE ARROW 'R81(CA)" NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 10.26' - BIKE LANE 'W1-1* - CURVE ARROW "W3-3" - SIGNAL AHEAD STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 10.00' PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 4.28' NEW STORM DRAIN LINE - REFER TO SEWER LEGEND (CONT.): LEGEND (CONT.): R 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE NUMBER FOR CURVE DESCRIPTION LENGTH "Rl-l" - STOP *S5-2* - END SCHOOL ZONE "Ri - ONE WAY *W31(CA)" ITEM OF WORK - SEE SCHEDULE P.C.C. "R5-1* - DO NOT ENTER - END 162.40' 133.19' *W14-1* - DEAD END "R26(CA)" - NO PARKING *Wl4-2* FLOWLINE STATION - SEE TABLE 37.00' *R3 -5R" - RIGHT TURN ONLY - NO OUTLET 5.52' 11 , W1-7" - DOUBLE ARROW *R4 -r - KEEP RIGHT *W1 -i - SINGLE ARROW 'R81(CA)" NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 10.26' - BIKE LANE 'W1-1* - CURVE ARROW "W3-3" - SIGNAL AHEAD STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 10.00' PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 4.28' NEW STORM DRAIN LINE - REFER TO SEWER ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10.00' AND STORM DRAIN PLANS 4.12' 44-47'02" CONSTRUCT CATCH BASIN TYPE "A" SEC11ON DESIGNATION: 15.00 PER C.O.B. STD. D-14. 0 1 *40'43" Q) EXISTING CATCH BASIN SEC-RON UETTR 4.14' 44-58'51" (a) -D- EXISTING STORM DRAIN LINE k_ 45-46'22" EXISTING SEWER LINE SHEET WERE SECTION IS SHOVIN 2 7.95' EXISTING TORM DRAIN MANHOLE 45*34'23" Q.9 EXISTING SEWER MANHOLE 39.09' 0 EXISTING SEWER CLEANOUT @ TRACT BOUNDARY PHASE BOUNDARY I I all CONSTRUC110N NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 362 360 358 356 354 352 350 348 ........... .................. 11111 ....... ..... . ,s f EF- -sr-- f >,a, r,,A-rE--- s7weeET P4. -Ii PF -R S214 S uBS TA M TA4 L- <-- ft>0 i=oftif-5, f:�OR -rRA<--T6L++B - L)AIrt ,5 g, REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER 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 PAVEMENT GRADE. LANDSCAPE AREA A41N. 2ro MAX. 4. 1 12' R/W VARIES 4.5' 10' P/ LAND�CAPE LANDSCAPE AJEA 2% AREA MIN. 2% MIN. 2% A4AX 4. 1 MAX 4.- 1 PROP SIDEWALK NOTES. BRICK AREAS - PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 307.13URGUNDY 10% 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 NTH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA P.C.C. 78.00' 162.40' 133.19' 119*17'25" STA. 11+38.61, 14.95LT. 37.00' 10.95' 5.52' 11 STA. 11+40.59, F.L. 518.00' 10.26' 5.13' 01 '08'04" 10.00' 8.09' 4.28' 46-22'23" P.R.C. 10.00' 7.82' 4.12' 44-47'02" STA. 14+12.28, 15.00LT. 512.00' 15.00 1 /.50 0 1 *40'43" Q) 10.00' 7.85' 4.14' 44-58'51" (a) 10.00' 7.99' 4.22' 45-46'22" 101 in nr 7.95' 4.20' 45*34'23" Q.9 1 25.00' 39.09' 24.82- 11 @ 1 25.00' 39.45' 1 25.18l 90'25'09" @ 1 25.00' 39.09' 1 24.82' 89-34'51" (D 55.00' 81.81' 50.60' 85-13*30" STA. 13+27.75, 12.00RT. 37.00' 55.04' 3C04' 85-13'30" STA. 13+35.68, F.L. 500.00' 45.33' 22.68' 05-11'39" 482.00' 16.70' 8.35' 01-59'057 (04%1§�2.00' STA. 14+28.29, 12.00RT. 27.00' 1 13.50' 03-12'34" ........... .................. 11111 ....... ..... . ,s f EF- -sr-- f >,a, r,,A-rE--- s7weeET P4. -Ii PF -R S214 S uBS TA M TA4 L- <-- ft>0 i=oftif-5, f:�OR -rRA<--T6L++B - L)AIrt ,5 g, REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER 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 PAVEMENT GRADE. LANDSCAPE AREA A41N. 2ro MAX. 4. 1 12' R/W VARIES 4.5' 10' P/ LAND�CAPE LANDSCAPE AJEA 2% AREA MIN. 2% MIN. 2% A4AX 4. 1 MAX 4.- 1 PROP SIDEWALK NOTES. BRICK AREAS - PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 307.13URGUNDY 10% 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 NTH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. 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 SEWER CLEANOUT TO FINISHED GRADE. 04 -4� UP rr 7 Omy 7 Al,, )j- I e� i A, v E R D D R A W I t - 11 Gni d) 0 0 04 00 w < co D - 0) 0 z 00 0 af It 0 z z ii < -1 -1 < LLI 0 11) LLJ 0 D _j -.1 �q U) o LL. o V) 04 11 Ld 6 j STAMNING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION P.C.C. STA. 11+31.58, 18.00LT. STA. 11+31.94, F.L. V) P.R.C. STA. 11+38.61, 14.95LT. STA. 11+40.03, F.L. UNIT BOUNDARY STA. 11+39.00, 14.51 STA. 11+40.59, F.L. P.R.C. STA. 11+45.45, 12.00LT. STA. 11+47.85, F.L. P.R.C. STA. 11+60.10, 12.00LT. STA. 11+62.85, F.L. P.R.C. STA. 11+66.96, 14.98LT. STA. 11+70.70, F.L. P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L. STA. 14+19.42, 12.00LT. STA. 14+25 SO, F.L. B.C. STA. 14+34.42, 12.00LT. STA. 14+40.60, F.L. P.R.C. STA. 14+41.56, 15.00LT. STA. 14+48.55, F.L. P.R.C. STA. 16+87.28, 15.01 STA. 16+95.88, F.L. E.C. STA. 16+94.42, 12.01 STA. 17+03.83, F.L. B.C. STA. 17+09.42, 12.00LT. STA. 17+18.83, F.L. P.R.C. STA. 17+16.56, 15.00LT. STA. 17+26.78, F.L. P.R.C. STA. 12+26.60, 15.00RT. STA. 12+25.78, F.L. E.C. STA. 12+33.74, 12.00RT. STA. 12+33.73, F.L. 1 B.C. STA. 13+27.75, 12.00RT. STA. 13+27.73, F.L. P.R.C. STA. 13+34.65, 15.00RT. STA. 13+35.68, F.L. P.R.C. STA. 14+06.15, 15.00RT. STA. 14+08.79, F.L. E.C. STA. 14+13.29, 12.00RT. STA. 14+16.74, F.L. B.C. STA. 14+28.29, 12.00RT. STA. 14+31.74, F.L. P.R.C. STA. 14+35.43, 15.00RT. STA. 14+39.69, F.L. P.R.C. STA. 15+06.61, 15.00RT. STA. 15+12.4 , F.L. > STA. 15+13.75, 12.00RT. STA. 15+20.44, F.L. STA. 16+07.75, 12.00RT. STA. 16+14.44, F.L. f24 P.R.C. 1 16+14.90, 15.00RT. STA. 16+22.39, F.L. Iq P.R.C. "Illiffift,,16+86.25, 15.00RT. STA. 16+95.36, F.L. E.C. STA. 39, 12.00RT. STA. 17+03.31, F.L. B.C. STA. 17+0 OORT. STA. 17+18.31, F.L. 14r P.R.C. STA. 1 -A. 17+26.26, F.L. P.R.C. STA. 17+8662 15 00� �. STA. 17+98.96, F.L. E.C. STA. 17+93.76, 12.00RT. 8+06.91, F.L. UNIT BOUNDARY UNIT BOUNDARY. STA. 11+39.00, C.L. STA. 17+00.89, C.L. 7%hlh 7%bV. 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 SEWER CLEANOUT TO FINISHED GRADE. 04 -4� UP rr 7 Omy 7 Al,, )j- I e� i A, v E R D D R A W I t - 11 Gni d) 0 0 04 00 w < co D - 0) 0 z 00 0 af It 0 z z ii < -1 -1 < LLI 0 11) LLJ 0 D _j -.1 �q U) o LL. o V) 04 11 Ld 6 j c*j 0 04 Q < -4 Luo i z 0) -5111, + 00 Z OWWW GO 'It < LLJ -j IL > z 0 ct C.) p C < o a:o --) gx:) �- 1�- Ir W W,jj C'o 0 -j z Jcj 1�400 c) z Z) < CD 0 C-) 12 Uw' Ljj 6 om�-o LL F.- � + Z 0) 0 0 -j cli 4c V) z co S w w 3: U. 0 , I lit'll, I , V) c� -A V) z 0 '3 > <D Lj C-5 C, 14r �2 co ck� C�o w u) Sn Ck:: 0:� c*j 0 04 Q < -4 Luo i z 0) -5111, + 00 Z OWWW GO 'It < LLJ -j IL > z 0 ct C.) p C < o a:o --) gx:) �- 1�- Ir W W,jj C'o 0 -j z Jcj 1�400 c) z Z) < CD 0 C-) 12 Uw' Ljj 6 om�-o LL F.- � + Z 0) 0 0 -j cli 4c V) z co S w w 3: U. 0 , I lit'll, I , + U N, F- X 8" SE'N�) NO 5�T21 �-E280.��l- BRICK PAVERS- --w�- SEE NOTES AT RIGHT -1 Ir Ln LLJ V) 7 < C) C) Of LLJ LLj Ld Ld C> 0 L _j C> Lrs I Lri Cl c6 wuj C> 66 0 C4 -d (,o Ld LL: L _j + U N, F- X 8" SE'N�) NO 5�T21 �-E280.��l- BRICK PAVERS- --w�- SEE NOTES AT RIGHT -1 Ir Ln LLJ V) 7 z C) I LLj Ld Ld C> CD q; 6 Lrs I Lri DRAIN PLAN FOR DETAIL STA. 21+94.12, F.L. 0 C4 -d d 6 C-) LZ - w - + + + c) 'i + LAJ C) - co 00 � N US, oo U) Cs �2 C> + + = if +7 r- C� < -li -li I �c �'_ ci.,i C) S *4 LL: d 0 m Cl v)v) - V). C--),U)V) F_ I— (-4'v) �*�_ - + U N, F- X 8" SE'N�) NO 5�T21 �-E280.��l- BRICK PAVERS- --w�- SEE NOTES AT RIGHT -1 Ir Ln 9 9 12 CD C) C) Co C> C> 1 1 1 1" = 5' VERTICAL VERTICAL NOTE:- ROUGH GRADING HAS BEN PERFORMED VMD CTM�; > 'R26(CA)" - NO PARKING 'Wl4-l' DEAD END _j DRAIN PLAN FOR DETAIL STA. 21+94.12, F.L. *R4-7" KEEP RIGHT Wl-7" DOUBLE ARROW U L�: Uj ULZ C-) LZ - w - - to -7 V) c) 'i x r- (7) 1 C) - . M P6 (.6 Lu cj 'i.00 C> mc) z: C> C) C> + + = if +7 r- _j j U -j _j UL, . �_ Elf _j -i (DO ll� J _j LL: d LZ 00 8 C) CD 7 06 m Z�zu bu: LL: LL: LU '5 Ln V) M n V) M Lnv) m (3 Elf EX. STROM DRAIN EASEMENT 6 VALID CONS7RUCTM PL� PER DOC. NO. 0206001828, >: a: DATED 01/04/2006, O.R. 0 z l: C> UNFT 8 2 C -J) CD C> CONSTRUCT NEW C, ui c� C5 r'� C� J/13 ` 12 AC PA'41NG PER NOTE 2 00 c� co 00 << _j 1-i A _j C5 j _j _j _j _j _j _j _j _j _j I _j _j LZ LZ LZ LZ [-Wuj _j _j _j LL: LL: Z Lo of W 5 1 V) c� c� u: tz dLz u: LL cj u: u: L.� LL: u: dLz Lzl Lr� tLd 4 u-) Lo n Ld to 10 u) of C>r" 3 V) r -:c5 cq- wi ";trr-: r- c6 a�f a� a� CqC6 z -j:l 10 9 >_ t6 < 101 cn U:) (01 > "o L < t6 Lo m M < (6 > 0i 00 D:r > 6 ui (6 oi C3 4 4 -t -; rr) Lr) Z < CIO 1 00 + + + U:> r- Q r') -t (D < Lr) LLJ tD r� r-1 < Llj (�! C) LLI + + + 3: 3?_ > C) + + => + + + + + + + + + + + m ui Ld Ld m "n rc) u_j + m > j C14 C4 x < C -q C�4 C14 n ly Of uj C-4 CN (N >, CN c� m Elf x x C) cc Q c) tif +1 < (3 < <c -ci -ce .1� C) (.0 V) V) L-0 V-1 V-) L_>j LLJ >� Ld Er �- I- F - LO -1 - - L4 71 r_% V) w (-.�oj V) E.), IV) C6) V) V) V) La V) (--;o V) (ni V) v)I L -o Z;) 0 v)v) V) (--4j PA-,, EX, 301 �=4__ 1- 1 i DRAIN I EX. STORM DRAIN MANHOLE 9+00- 9 12 Rl-1 SEE SEP RATE TREE'" PLA PE SEESEWER AND STORM C.L. STATION 50.00' 1 1 1 1" = 5' VERTICAL VERTICAL NOTE:- ROUGH GRADING HAS BEN PERFORMED VMD CTM�; > 'R26(CA)" - NO PARKING 'Wl4-l' DEAD END _j DRAIN PLAN FOR DETAIL STA. 21+94.12, F.L. *R4-7" KEEP RIGHT Wl-7" DOUBLE ARROW E.C. "RB1(CA)* - BIKE LANE Wl-6' SINGLE ARROW c� 00 ON THIS MANHOLE _D - _j C) I to AND STORM DRAIN PLANS x CONSTRUCT CATCH BASIN TYPE "A" 16 P/L_l C-6 EXISTING CATCH BASIN C> m x C> C) Elf C> -cc CID, if UNIT 7 _j j U -j _j UL, . �_ Elf _j -i (DO ll� J _j LL: d LZ 00 8 C) CD 7 06 m Z�zu bu: LL: LL: LU C) C> 06 6 ou: M.< w Of 5 -j 1 _j d LZ J _j _j __j �< _j I _j _j _j _j I _j LL lz < LL OLL LZ LL: u: 05--f z< I- C> uj cp� 0:� ffi6 0 .0- -i C5 I col CD, CD I- CN c3o cli I + m + + + Lu U c3i C)T + ;Rf + c'j "d- c6 c6 14- CO >- 4 < OD oi M < 3: 4 1-t �j .4- L,j 04 -1104 Lr) (r Lo L0 CN + Lr) + + W)n + al + Lo + �o C, ur Fr 23 Lj V)of= c1l c-4 " m: m m 04 cN cli < 5�� V) V) M Lo co U Locn - Ln: Cn F C_ 0 STA. 19+94.46, F.L. u- ZI Lo "i L'i o Q 'W - _j W i�j j J_- ;-A __j _j V) B.C. V) V) L4 35 LLJ Ld Ent V) M [If _,, oj ww V) Lo V) V) 1/3 Lo If Uj L5 :> < w z < uj CD C3 ,,6 4 _j _j _j _j _j Lz d Lz (3 C3 L.: u: L: C41 z - - cdcd a C) 41'q C4 f-- C,4 3 Lo 4 to 03 C5 m 6- F " " ':� 4 1 "� �' M -4- -r � +�6 + +:5- + U.) LD uD (o r-. L" r - CN w C14" :> CN CN:?! CN ca w w -ci -�e c� C) m �_ f0f _ co LD V)V, c:, E'n V,) L)o C,n: E'n C -.)j L,n I I PA FX. SEWER b E= IF= T CO BRICK A IRS 19+00_� - P VE -20+OG--v- s 21+0 ER _CZ3 41 NOTES �T RIGHT 9 �o oc PAVE _+77T AT R _,kN _D 4M755!2V!E-- I== - jOlL +0( 9 1 T C, 9 --25+0f) 9 D 2 2 P/L-1 (3 A C-4 YC5 cdol;f Id- -4 _j -if _j C5 lu- um u: 0 U- LZ LL LL: I -it 1 9 3: Cj it cq 11 LL:t Lz L�:j u: 11 C�) "r I- + C6 td Ld v4 lo u� Lo c, I--: F-: L6 - 6- 11 7- -rr- -n v nl > - --I , �>, 11 'r cr n C6 >- C), n Lo Lo cr w Ir of F_: _5 M - C) ol 10 L6 CS Zo If 11 L� c> Er Cl < ;r Lo C> Ir w Ir EN (D PA cr C) C) 00 CD CC) C? + + + Lo CD C14 a- n C! 00 1( + + 45 C) Ci ad Lj + C3 JCD CD + 04 r) < �r3 C> z I + 0D Co C� CD 3: + z M 00 DO C14 L :> �L C14 04 CN _w 4 Fj _j _j C�, C�, I W C�, 6 - n 55' of 3z C3 C! C) 06 5'- 18' FIl 8� cr I Er t _j Er CN CN ". =- " I La V) cli i c� ,i _j _j CD .;� * , - - _j 5' _j W J + _j , m U Of -j o LL: <m c..) U_ ULI mi 11H U LZ tz U Es 3' __ "I < < LL: i_j Lu 4i V) L/) V) (n V) C�4 N t_ - '. <: I <- _j _j ` Cj Lz nu� in V) L--,' �cn rcy V) V) V) C-3 LZ U Lo < L "30 31 Lj U:) c6cq r-: c� OR OR u� cn M 00 OD to to o cs 60� 06CF� 301 CONEFLOWER I n 00 m Z n _�t Lo OD_ n 00 Lr) - r'� C� r1l Ld 0 o6ol c6ol rl- c" C) u:> r- 01 " m m C14 04 LO .4- r_ p" 27 28 ++ + M N-) Lo BOTTLEBRUSH DRIVE I- Lo CD Lo "C> 40� co 00 + + + + + + + m CN C14 u<j To +o Y n+ + + + + r- TRUMPETVINE PLACE 0000 mcn m m C) C) L- nn nn SEE SHEET 6 25 _j 0 - - j 14 co ` 16 1 17 "o SEE SHEET 5 SEE SHEFI 4 DRIVE 26 0 15 W C'4 C-4 CN n CN C14 _j cli In (D M + + + + + + + + - - w CD C-4 C-4 CN C"lj + + Lo Lo Low U:) MD �D to m �l C14 C14 C14 C14 eq -ci .:e 'I) Q9) '<' <: ..:e --:i C3 --i -;e < -It �__ �_ 0 La z F I- (=)j V) V).z n V) Lo cj o U L:> C:5C5 C14 C14 C4 (14 m UNrT 8 m V)V) E6 v)(j) uj V) cn L'i Cn 60 (n V) uj V) cn m Lo W uil V) U) b < E3 u up C5 u L? I-1 1-1 06 V) V) LLJ V) En m V) V) m v)v) �_ I— L�j C3 C> uj V) V) uj V) V) Ln + + of "t C�, WHITE ALDER AVENUE UNIT 7 32 STA. 18+00.00, C.L. TO STA. 29+00.00 C.L. C -V Env) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL %;Vlt 362 360 358 356 354 352 350 348 346 4 TYP'. I I- - - _28+00- 9+00- 9 12 Rl-1 SEE SEP RATE TREE'" PLA PE *Rl-l" - STOP *S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY C.L. STATION 50.00' 1 1 1 1" = 5' VERTICAL VERTICAL NOTE:- ROUGH GRADING HAS BEN PERFORMED VMD CTM�; > 'R26(CA)" - NO PARKING 'Wl4-l' DEAD END _j "R3 -5R" RIGHT TURN ONLY W14-2" NO OUTLET STA. 21+94.12, F.L. *R4-7" KEEP RIGHT Wl-7" DOUBLE ARROW E.C. "RB1(CA)* - BIKE LANE Wl-6' SINGLE ARROW c� 00 < C) Lu _D - _j C) I to AND STORM DRAIN PLANS x CONSTRUCT CATCH BASIN TYPE "A" 16 P/L_l C-6 EXISTING CATCH BASIN C> m x C> C) Elf C> -cc CID, EXISTING TORM DRAIN MANHOLE CD C-4 _j _j j U -j _j UL, . �_ Elf _j -i (DO ll� J _j LL: d LZ L,: LL: < L, Lu C6 w m Z�zu bu: LL: LL: LU V) d ou: M.< w Of C-4 - --jo 11 F- r__ 04 -.dll LLI U C),d- �o '. LLJ LLJ C,;-.7 :D 00 OD Uu d u: LLJ u 2 0 oci E6 W F- r- 't to Lo I Ln C6 oi >- r,: C-1 En c5ldr c� C5 Lo STA. cli vi + + + + x W c3o + + + + < uj oc) 00 + -3 rl Lj + + o r-) + + + C) clj rl- 00 OD LLJ OD En w :> 04 OD < LLj 00 ob Q� C6 _j + + 04 rq of C, ur CN - V)of= c1l c-4 " m: m m 04 cN cli < 5�� V) V) M Lo I- �- En m vs< L/) STA. 19+94.46, F.L. u- ZI Lo "i L'i o Q 'W - _j W i�j j J_- ;-A __j _j V) B.C. V) V) L4 35 LLJ Ld Ent V) M [If V) -H -H V) ZZ< LLJ<M j) V) L/3 w STA. 20+00.22, 15.00RT. STA. 20+17.41, F.L. P.R.C. uwj cr;, STA. 22+64.75, F.L. :> uj w w STA. 22+53.09, 12.00RT. STA. 22+72.70, F.L. __j 4 TYP'. I I- - - _28+00- 9+00- 9 12 Rl-1 SEE SEP RATE TREE'" PLA PE *Rl-l" - STOP *S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY C.L. STATION 50.00' 1 1 1 1" = 5' VERTICAL VERTICAL NOTE:- ROUGH GRADING HAS BEN PERFORMED VMD CTM�; > 'R26(CA)" - NO PARKING 'Wl4-l' DEAD END 25.00' 39,45' 2.5.18' "R3 -5R" RIGHT TURN ONLY W14-2" NO OUTLET STA. 21+94.12, F.L. *R4-7" KEEP RIGHT Wl-7" DOUBLE ARROW E.C. "RB1(CA)* - BIKE LANE Wl-6' SINGLE ARROW 21+89.42, 12.00LT. I Lr, _D - 5 .00' VERTICAL CURVE! 0� LD I to AND STORM DRAIN PLANS x CONSTRUCT CATCH BASIN TYPE "A" 10 P/L_l _j �D <: . Lo EXISTING CATCH BASIN C> ELI CD C> C) EXISTING SEWER LINE CID, EXISTING TORM DRAIN MANHOLE CD C-4 CD c6 c6 817 CD C'D'f (DO ll� J _j C> As LUS n�: Lu C6 w 25+41,56, 15.00LT. b Ll� d ou: M.< w Of STA. 28+25.89, 18.00LT. Lo -i _j u CIO oll r_:a� >: C,;-.7 :D 00 OD Uu d u: LLJ u Ld u LJ LL C5 cl� C_� < C) Lr) �o EN Lr) Ld rl� V). C5 Lo STA. cli vi + + z + + =) r4 L0 LL, F- + + Z V) "� I 00 (7) Lu M C) Lu 0 - c) c5 4 -UNIT 8 & r- r_ cli C*4 r- r- 0 0000 5z c' LL' C�4 Lo z0f + + z:) o r-) + + + ck� C> I C5 cj u') 1 n Ll) n n m 43 2 @ -�e 00 Do (14 C14 f._ mm C) CN ujI V) u'j Lj z3 I V) V) I— V) < m I V) w J uj _j 1 bi 19+70.94, 15. DORT, uj Ld Gj i 'j t cli < 5�� V) V) M Lo I- �- En m EX. STROM DRAIN EASEMENT PER DOC. NO. 0206001828, LDATED 01/04/2006, O.R. FIA 1c) to w �c, cl� 00 c1l c� 360 VAM C011iikkim U-) w C5 to > bi el bi 3581 ol-I 1 - 1 __ w Ld Ld 1 w 1 w lui I W z 1 t6 Ldi __j _j uj) I ui w z uj J V) 6 0 1 1 r- Ld q D C) Lq -------- > _U_ Lo 356 ui < LLJ 00 m + M -r 01 �2 LLJ V) + C� + 00 J�j lo z (If - cr ED C) LLJ m W cj Ld 00 + r) + -t- 3: 1:f I w -d- I f -i clt LLJ 354 F- m Lo. cli < c C) (D V) m V) U V) V) < u V) < 3521 (D V) m V) 11RUPOSED R Lw__ _T -------- -- 350 T r EXISTING GROUND ED 11- 0 CENTERLINE 30 346 18 19 20 21 22 23 24 25 26 27 28 29 362 1 1 __1 --t 00 03 ub CD cl p cp cc", CURVE 1.�tM D CONS7RUCION U? U? Iq cp 6 to 360 f-4-- Lff-, ('r- _Lk2_�_ Ln lo- Ep ad LJ C) r- n 0� 00 P? C�, 0 6 b 6 6 C) oj m 0; C> 0 6 ci d c w Lr) Lr) Lr) In 1-t I i C) >: > tie >; I >: >: Lo Lr) L0 Lr) L0 rl) rr� n n >: >: 1 >; :::L mm uj ui ui Li w w ui b n IF) 0 Lo U-3 Lr. ui W ui _j _j UJ m 00 ui Lu 358 > 57- > >: :> ui __ __j -J, _j 2 G� d i V-) �j C) C) ui ui ui ui bi w uj ui ui juj uj uj Lp _j > Ld D L,5 _j Lo _j _j _j w 0) F� J ui w _j m cy) _j _j _j _j _j _j �c _j _j __j _j _j ui W Cl W) Lvdi C) C) 0 QD PJ Uj L� w to ui Lo ui uj ui ui cuwj 1 61 C) ui w 0i i U- < Ld �j w 1L r- r- Li I O� LU Zo z- 1'_-) Lo C), 0 u:> �m 30 _j o4 Li U-) to 03 41 - I_z I Ir- ui i cy� >-I - - c> o6 c Lu .0 w w ui co '13: M co + + If 356 Li ca��_ - - n j rl + I m Go 0 m t6 W r6 �6 1 c> 06 00 ":> m 6 00 MOR o n __j __j + ED to to CD Z 00 wuu; ui W r,* 00 m �l Lo Lo i C14 C4 C'4 C-) m + + 04 m C14 C-4 '4 C14 7, Co 0 r- 00 C) C> LDM 0 cn + + + V4 714 IN 0� c� + + + + + + + m p + + cr_ Er 00 00 C) C) + LIJ + + < + + + < 4- r -q- rg- 4-1*11 354 ----E rlq- _m, ri 0 < zz __ N _C114- c� C4 C14 c1l .14 Er cr a: C6 m V) Lj LLJ Lu V) LLJ IV) _j uj r) -4i -�i -�i . y - TN L IN (3 m u Lj L5 < < uj - . . (3 .4 1 C3 'i 0� < Li C-) < (j < < �n_ [16 LJ 03 o j!s cl� o < Et i _j S V) (1, V) w V) V) Lui V) a- Ll) _j cn c6 b 0 rl� < Lo V) 10 vp D_ V) Ljj V) fu + C6 ) uj En EIS Lr) uj C6 m Fn c� U; Lj V) IL V) LJ vj Ed V) En ui 26 7) a: 352 < 0 U - b _0 36% C64. s v L2 0.26% OD 0 v� - ------ -- - OL c----Aj U) Z C3 Lp r- c� -0.25% O.J2 7. - _, lli_� � I I S -6. _Tr3 0 z --4wa ROUND -5 G% - 350 ui rl) n C 1 CENTERYNE C5 ic> CD, �: ZD Lo n n m Cal i PROPOSED FAST FIONINE Lo n u,") ot to n ,n Lo Lo; ;W) 11) ui LL _j r7! _j ... W -! lw .1 j L ul w Uj W ui w Li uj _j -ij �� -:3 -,:a - Ld __j ui uj 7� <3 w _j _j <3 uj� j -C3 346 Z, __j uj W UJI uj 344 18 19 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.O.B. STD. T-1. c::- 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 FEE= CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 20 21 22 LEGEND (QQLT.)-. Rl-1 SEE SEP RATE TREE'" PLA PE *Rl-l" - STOP *S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY C.L. STATION 50.00' 1 1 1 1" = 5' VERTICAL VERTICAL NOTE:- ROUGH GRADING HAS BEN PERFORMED VMD CTM�; > 'R26(CA)" - NO PARKING 'Wl4-l' DEAD END 25.00' 39,45' 2.5.18' "R3 -5R" RIGHT TURN ONLY W14-2" NO OUTLET STA. 21+94.12, F.L. *R4-7" KEEP RIGHT Wl-7" DOUBLE ARROW E.C. "RB1(CA)* - BIKE LANE Wl-6' SINGLE ARROW 21+89.42, 12.00LT. I Lr, _D - 5 .00' VERTICAL CURVE! 0� LD I to AND STORM DRAIN PLANS lzfl� CONSTRUCT CATCH BASIN TYPE "A" I I I L0 o c C> m >, Lo - - n lLr _j �D <: . Lo EXISTING CATCH BASIN j EXISTING STORM DRAIN LINE -5- EXISTING SEWER LINE CID, EXISTING TORM DRAIN MANHOLE s 'n AL VOR MANCE Cl) LA B.C. (DO ll� 0 o'; I C> K21 P.R.C. STA. 25+41,56, 15.00LT. STA. 25+58.25, F.L. 3 16 Lo STA. 28+25.89, 18.00LT. STA. 28+43.39, F.L. B.C. STA. 28+35.14, 18.00LT. STA. 28+52.64, F.L. 1.1 Lr) Lu E.C. STA. 28+49.42, 12.00LT. STA. 28+68.54, F.L. TRACT, 6 448 -UNIT 8 & 10 K81 P.R.C. m n,:0 c,;Ir r- I C> C u') 4 to r1l C> I C5 cj u') 1 n Ll) n n c> Ln po U) rl) STA. 18+94.90, 15.00RT. STA. 19+08.86, F.L. to Ld Ld _j __j _j Ld w J uj _j 1 bi 19+70.94, 15. DORT, uj Ld Gj i 'j t ui E.C. STA. 19+78.08, 12.00RT. STA. 19+94.46, F.L. u- ZI Lo "i L'i o Q 'W - _j W i�j j J_- ;-A __j _j V) B.C. STA. 19+93.08, 12. )ORT. STA. 20+09.46, F.L. P.R.C. STA. 20+00.22, 15.00RT. STA. 20+17.41, F.L. P.R.C. uwj cr;, STA. 22+64.75, F.L. :> uj w w STA. 22+53.09, 12.00RT. STA. 22+72.70, F.L. __j STA. 22+68.09, 12.00RT. Ld C) L6 C> C) C14 STA. L�j C'� P.R.C. STA. 23+51.63, 15.00RT. STA. 23+73.67, F.L. �01 E.C. U- STA. 23+81.62, F.L. B.C. STA. 24+52.78, 12.00RT. STA. 24+75.62, F.L. P.R.C. _j -UWJJ!! > W � C5 --D--WUT- STA. 24+83.57, Fl. :mwl _j uj - 04 _j STA. 5+56.48, 15.00 T. STA. 25+81.75, F.L. R CFi STA. 25+63.62, 12.00RT. -dr y C) Lo CD r- m 4 C> c6 to STA. C) 14 < 6 k + �61 P.R.C. STA. 25+85.76, 15.00RT. < U? r: - < + < En ou Q;__ P7 P.R.C. _j c1b 26+31.64, 15.00RT. STA. 26+60.14, F. L. E.G. STA. 26+38.78, 12.00RT. STA. 26+68.09, F.L. B.C. CN� < + 4- L0 + C CN + + cli + cli _cl4__ STA. 27+39.92, 15.00RT. STA. 27+70.04, F.L. Ir M r- + pl) 04 28+35.86, 15.ODRT. STA. 28+67.60, F.L. + C14 Lo al) J t7 I . _'. L� q m -W La 28+43.00, 12.00RT. to -1-0, I ; ) B.C. STA. 28+58.00, 12. OORT. STA. 28+90.55, F.L. + - - 0 cli Cb cb + I T W. + m < 0 (N V) ly- Xur li < IN E-5 m im I STA. 28+65.15, 15.00RT. < < 5 E.C. STA. 28+72.29, 18. OORT. STA. 29+06.45, F.L. UNIT BOUNDARY STA. 21+51.52, C.L. c%j C-5 m 04 LE11" i > <u r4 Ln < Lj V) m a- LLJ V) u ul a- tr I m V) V51 L < -H Cb L,) LLj bri r6 u, CL V) uj< uj CL PROPOSED 'NEST FLON_INE V) En z LiL of Of S a A *)1 0.27 17L 1 1 1 S I= 0,257. 1 A m cl 0 -7- -A----------- -0.2k. 1 V"+wo .31 o EXISTING 0 CE G-3 /RN DI T LIN N LINE 1 co I,- I tt z 18 19 20 21 22 23 24 25 26 27 ?A 2q FIA 1c) to w �c, cl� 00 c1l c� 360 VAM C011iikkim U-) w C5 to > bi el bi 3581 ol-I 1 - 1 __ w Ld Ld 1 w 1 w lui I W z 1 t6 Ldi __j _j uj) I ui w z uj J V) 6 0 1 1 r- Ld q D C) Lq -------- > _U_ Lo 356 ui < LLJ 00 m + M -r 01 �2 LLJ V) + C� + 00 J�j lo z (If - cr ED C) LLJ m W cj Ld 00 + r) + -t- 3: 1:f I w -d- I f -i clt LLJ 354 F- m Lo. cli < c C) (D V) m V) U V) V) < u V) < 3521 (D V) m V) 11RUPOSED R Lw__ _T -------- -- 350 T r EXISTING GROUND ED 11- 0 CENTERLINE 30 346 18 19 20 21 22 23 24 25 26 27 28 29 362 1 1 __1 --t 00 03 ub CD cl p cp cc", CURVE 1.�tM D CONS7RUCION U? U? Iq cp 6 to 360 f-4-- Lff-, ('r- _Lk2_�_ Ln lo- Ep ad LJ C) r- n 0� 00 P? C�, 0 6 b 6 6 C) oj m 0; C> 0 6 ci d c w Lr) Lr) Lr) In 1-t I i C) >: > tie >; I >: >: Lo Lr) L0 Lr) L0 rl) rr� n n >: >: 1 >; :::L mm uj ui ui Li w w ui b n IF) 0 Lo U-3 Lr. ui W ui _j _j UJ m 00 ui Lu 358 > 57- > >: :> ui __ __j -J, _j 2 G� d i V-) �j C) C) ui ui ui ui bi w uj ui ui juj uj uj Lp _j > Ld D L,5 _j Lo _j _j _j w 0) F� J ui w _j m cy) _j _j _j _j _j _j �c _j _j __j _j _j ui W Cl W) Lvdi C) C) 0 QD PJ Uj L� w to ui Lo ui uj ui ui cuwj 1 61 C) ui w 0i i U- < Ld �j w 1L r- r- Li I O� LU Zo z- 1'_-) Lo C), 0 u:> �m 30 _j o4 Li U-) to 03 41 - I_z I Ir- ui i cy� >-I - - c> o6 c Lu .0 w w ui co '13: M co + + If 356 Li ca��_ - - n j rl + I m Go 0 m t6 W r6 �6 1 c> 06 00 ":> m 6 00 MOR o n __j __j + ED to to CD Z 00 wuu; ui W r,* 00 m �l Lo Lo i C14 C4 C'4 C-) m + + 04 m C14 C-4 '4 C14 7, Co 0 r- 00 C) C> LDM 0 cn + + + V4 714 IN 0� c� + + + + + + + m p + + cr_ Er 00 00 C) C) + LIJ + + < + + + < 4- r -q- rg- 4-1*11 354 ----E rlq- _m, ri 0 < zz __ N _C114- c� C4 C14 c1l .14 Er cr a: C6 m V) Lj LLJ Lu V) LLJ IV) _j uj r) -4i -�i -�i . y - TN L IN (3 m u Lj L5 < < uj - . . (3 .4 1 C3 'i 0� < Li C-) < (j < < �n_ [16 LJ 03 o j!s cl� o < Et i _j S V) (1, V) w V) V) Lui V) a- Ll) _j cn c6 b 0 rl� < Lo V) 10 vp D_ V) Ljj V) fu + C6 ) uj En EIS Lr) uj C6 m Fn c� U; Lj V) IL V) LJ vj Ed V) En ui 26 7) a: 352 < 0 U - b _0 36% C64. s v L2 0.26% OD 0 v� - ------ -- - OL c----Aj U) Z C3 Lp r- c� -0.25% O.J2 7. - _, lli_� � I I S -6. _Tr3 0 z --4wa ROUND -5 G% - 350 ui rl) n C 1 CENTERYNE C5 ic> CD, �: ZD Lo n n m Cal i PROPOSED FAST FIONINE Lo n u,") ot to n ,n Lo Lo; ;W) 11) ui LL _j r7! _j ... W -! lw .1 j L ul w Uj W ui w Li uj _j -ij �� -:3 -,:a - Ld __j ui uj 7� <3 w _j _j <3 uj� j -C3 346 Z, __j uj W UJI uj 344 18 19 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.O.B. STD. T-1. c::- 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 FEE= CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 20 21 22 LEGEND (QQLT.)-. Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 10. 00' 7.95' 4.20' *Rl-l" - STOP *S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY C.L. STATION *R5-1" - DO NOT ENTER -W31(CA)- - END 89-34'51 - 'R26(CA)" - NO PARKING 'Wl4-l' DEAD END 25.00' 39,45' 2.5.18' "R3 -5R" RIGHT TURN ONLY W14-2" NO OUTLET STA. 21+94.12, F.L. *R4-7" KEEP RIGHT Wl-7" DOUBLE ARROW E.C. "RB1(CA)* - BIKE LANE Wl-6' SINGLE ARROW 21+89.42, 12.00LT. 'W3-3* - SIGNAL AHEAD "Wl-l" CURVE ARROW _D - NEW STORM DRAIN LINE - REFER TO SEWER STA. AND STORM DRAIN PLANS lzfl� CONSTRUCT CATCH BASIN TYPE "A" P.R.C. PER C.O.B. STD. D-14. a2�� EXISTING CATCH BASIN D- EXISTING STORM DRAIN LINE -5- EXISTING SEWER LINE CID, EXISTING TORM DRAIN MANHOLE STA. EXISTING SEWER MANHOLE Cl) EXISTING SEWER CLEANOUT TRACT BOUNDARY PHASE BOUNDARY 23 24 LEGEND (CONT.): CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE in FLOWLINE STATI ON - 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 15 SHOWN 25 26 27 CONSTRUC110N NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STI) ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STID 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 REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENTPHASE. 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. 28 29 REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER TO REMAIN. TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. �s TYPICAL CORNER - SEE DETAIL ON SHEET 10. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 362 Jbu 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 344 364 362 360 358 356 354 352 350 348 346 NOTE& BRICX AREAS PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 30% BURGUNDY 10% 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 NTH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY NTH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA REF. NO. 10. 00' 7.95' 4.20' 45-34'23" C.L. STATION 25.00- 39.09' 24.82' 89-34'51 - P.R.C. 25.00' 39,45' 2.5.18' 90-2M APPROVED BY: :R.C.E. 33322 EXP. 06/30/14 APPROVED BY: Z-yof A SHAW C. E. I V� R.C.E. 32178 EXP. 12/31/14 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 MA SEWER CLEANOUT TO FINISHED GRADE. U )AuJ 0 el aj--,((; -/,v fL, r�pl F_R STAMNING TABLE REF. NO. DESCRIPTION n C) LLJ C.L. STATION F.L. STATION P.R.C. STA. 21+82.28, 15.00LT. STA. 21+94.12, F.L. E.C. STA. 21+89.42, 12.00LT. STA. 22+02.07, F.L. B.C. STA. 22+04.42, 12.00LT. STA. 22+17.07, F.L. P.R.C. STA. 22+11,56, 15.00LT. STA. 22+25.02, F.L. V91 P.R.C. STA. 25+12.27, 15.00LT. STA. 25+27.35, F.L. RN E.C. STA. 25+19.42, 12.00LT. STk 25+35.30, F.L. F411 B.C. STA. 25+34.42, 12.00LT. STA. 25+50.30, F.L. K21 P.R.C. STA. 25+41,56, 15.00LT. STA. 25+58.25, F.L. 3 UNIT BOUNDARY STA. 28+25.89, 18.00LT. STA. 28+43.39, F.L. B.C. STA. 28+35.14, 18.00LT. STA. 28+52.64, F.L. E.C. STA. 28+49.42, 12.00LT. STA. 28+68.54, F.L. K81 P.R.C. STA. 28+71.56, 15.00LT. STA. 28+91.49, F.L. U) C. STA. 18+94.90, 15.00RT. STA. 19+08.86, F.L. 51 P.R.C. STA. 19+70.94, 15. DORT, STA. 19+86.51, F.L. R E.C. STA. 19+78.08, 12.00RT. STA. 19+94.46, F.L. 3 B.C. STA. 19+93.08, 12. )ORT. STA. 20+09.46, F.L. P.R.C. STA. 20+00.22, 15.00RT. STA. 20+17.41, F.L. P.R.C. STA. 22+45.95, 15.ODRT. STA. 22+64.75, F.L. 2f E.C. STA. 22+53.09, 12.00RT. STA. 22+72.70, F.L. B.C. STA. 22+68.09, 12.00RT. STA. 22+87.70, F.L. P.R.C. STA. 22+75.23, 15.00RT. STA. 22+95.65, F.L. P.R.C. STA. 23+51.63, 15.00RT. STA. 23+73.67, F.L. �01 E.C. STA. 23+58.77, 12.00RT. STA. 23+81.62, F.L. B.C. STA. 24+52.78, 12.00RT. STA. 24+75.62, F.L. P.R.C. STA. 24+59.92, 15.00RT. STA. 24+83.57, Fl. P3 P.R.C. STA. 5+56.48, 15.00 T. STA. 25+81.75, F.L. R E.C. STA. 25+63.62, 12.00RT. STA. 25+89.70, F.L. F5 B.C. STA. 25+78.62, 12.00RT. STA. 26+04,70, F.L. �61 P.R.C. STA. 25+85.76, 15.00RT. STA. 26+12.65, F.L. P7 P.R.C. STA. 26+31.64, 15.00RT. STA. 26+60.14, F. L. E.G. STA. 26+38.78, 12.00RT. STA. 26+68.09, F.L. B.C. STA. 27+32.78, 12.00RT. STA. 27+62.09, F.L. Vol P.R.C. STA. 27+39.92, 15.00RT. STA. 27+70.04, F.L. P.R.C. STA. 28+35.86, 15.ODRT. STA. 28+67.60, F.L. C. STA. 28+43.00, 12.00RT. STA. 28+75,55, F.L. B.C. STA. 28+58.00, 12. OORT. STA. 28+90.55, F.L. P.R.C. STA. 28+65.15, 15.00RT. STA. 28+98.50, F.L. 5 E.C. STA. 28+72.29, 18. OORT. STA. 29+06.45, F.L. UNIT BOUNDARY STA. 21+51.52, C.L. V71 UNI APPROVED BY: :R.C.E. 33322 EXP. 06/30/14 APPROVED BY: Z-yof A SHAW C. E. I V� R.C.E. 32178 EXP. 12/31/14 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 MA SEWER CLEANOUT TO FINISHED GRADE. U )AuJ 0 el aj--,((; -/,v fL, r�pl F_R X_ n C) LLJ --I o, vi) 8 C3 1, 1, �c +1 ? (:,,, 11 >___ vi) 8 U) 0 z 2- U) 2f F__ ui m =1 V) Ln (n % Er C> w a- tr m Lj uj CL V) of Of m cl Go 1, 1, �c +1 ? (:,,, 11 >___ uj CONSTRUCT NEW AC PAVING PER NOTE 2 UNIT 7 pl� If Z3 W:z _j _j U 11 1_: If UNrT 6 CD 0 CD Cl c� C� ow 14 M w od 6 00 mro 13 _t q-_�: uju-a - 16 1 uj o6 0< uj 15 w n - m: om _j_j _j 1-j _j _j _j _j _j _j _j _j w _j _j 12 :Zwzo C..) u: u� CjLz u: LZ C3 C3 u: -j ": >; W -j LZ LZ _j uz ft c5u: im� �o .41� cn 0 co M 0;,�d cT ce, Lrsl CIS I . . . >_ I U- 1-1� CD rl� - 2 =3 <!Q C)i lr__� L, I C> 0 04 r- c.> C-) lq I Z: 004 K) co co, co cn __j w - 1 -1 - z: < w Lo (6 LL, d'd- to w co C> r- co co L0 C�, cp 1 F= U-5 CS r- a- WE Lu-" < TI- + C, 00 M LL: 10 + ml - + + < ++ V)U, + < Ld + T + IN m C> 0) U cn (m __j a C�' + '02 a: r4 Cj 04 J l V) �> c LLJ wo- C) K) < LLJ -�L 1�d LJ l-_ 1_� F- -,:cf W 10 C14 - --J U m LOW V) (n (n (.,j V) z: a LO (n M 'n 0) 3,j t -, uv) NC C'4 C,4cq<Lu pow) �! 'i 'o + < + + + + < gC-1405. ?29"aus N: _j J V) V) cl �c �� c04 , cn -e 1 1* _ ,, 1� to Q 1'�N9 Ue Ns"�j co� v- Qj ;v: c� li�_/ Ri to -iii IV !ziiy EX. 8" EWER-, 9 TYP. 15 ETIST_ -28 0 9+00-S 12 co ;!� .0) Q -1 *55'21 -280.01!L - LA, 8 C/) 4F 5 00*55'21 SEWER 9 CIO EX. 18" DRAIN 9 - 12 9 - D 30+00 31 9 zzz- 9 6b - - -8 z Z_ 13 TYP. -::z T -�o 5.;71 Lu zz:_ N_ nio _j 00 EXIS T z to 3: co 1p LL:I 11 - If F_: if nol 11 In 00 If If 6 F__: af co F_: co co - co I.-: #-_: _< 2 C> c� (if lll� 1�f Q:� . c) p ;;j CD 0 C> __j c� 40 C> 7 cn 3ii! Lucr 00 04 V) + c> C3 1 04 co 00 00 co mw- - 17 - 1 +1 cd cd 12 Li w - - - - , 1 -00 1-) _j I_ _j _j rol cn cn _j cj _j_j ,,E -4-j _j - c3l': 3,: dul: CiLA: Y CiLL: .-q :- -j C) ui du: ou- Lo to 34 micn V) 0; C', C> V) ;d (g r- lin 06 co I I (= . . - w C5 wm 64 064 CD -d 00 IN n UNrT 7 :z 01 m of o r) "to ON LIL DRIVE 'N"00 r 4 Z -o '000 c 5 ;� + + + Dro CN co po co 0) co =i=> ++ SEE SHEET 3 (" 33 c) * CjL,: 1. c_> ++ ++ ++ + to rl) nro po co C3 npo ;�3i,) =i`C) CKD C�Cil - cn 't ++ .06 z cn 1�� t 6 V) cr InIV < dl.�e-Kce, � <� - r-: / w 1<57< ii.- C3 dji�;� cji�;� a m V) mw U -)(n En (n n I.Ii vAn ui V)V) cd u)(n a: um (n Lj ul Nll*45'43"E RAD, ++ 11, 4 C14C14 Illuc L -re, ff)n --i-j ic E.C. INTERSECTION UNff 6,) �RR Y DRI VE STA. 33+�_1.31, -C 41-1c* SiEt stiter 2 L WjqIT WHITE ALDER AVENUE aj En cn STA. 10+66.55 C.L. HUCP Coco 46 STA. 29+00.00, C. L. TO STA. 32+47.73 C.L. (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Lj cnw NOTE- ROUGH GRADING HAS BEN PERFORMED V_ C> + 364 362 360 358 356 354 352 3,% 348 28 362 360 358 356 354 352 350 348 30 31 32 33 I k LANDSCAPE AREA CURVE LANDSCAPE 5 TOO' VER FICAL DELTA (9 AREA _j 4.20' 4534'23" LQ Lu 25.00' 39.09' 24.82 ou 1)1+ 0 1 i�! 25.00' 1�1 25.18' 90-25'09" @ CURVE C,� E; 1,01 10.00, 1 4.12 44-47'02" 00 2Y. 9.27' 4.63' Lo TO J. 5x TO J. 5y. 37.00' 10.95' 5.52� 16-57'27" @ 78.00' c� 136.51' .120'30'47" 0 w n 5.68' Lo to STREET SECTION Lo 15.00' po 01 U) 482.00' 65.16' - Lo n cl 10.00, 7.81' 4.12' "*44'07" "R4-7" KEEP RIGHT Wl-7" - DOUBLE ARROW 10.00' C14 Lo �0_ 46*25'22" c) 488.00' C) 'o 7.W w 0-0 Lu _j 7.45' w _j 00*53'08" w c� C5 d U-) _j cl� zy; 1(7) cr cr c� Cl Ln U-) 13-M'02� j cj cl ui 52.26' 87-04'20 Lo w _j PROPO ui ui I ui A. C. PA VING __j w U U) Lo irl) La u-) n U-) rl-) 0 EXISTING TORM DRAIN MANHOLE U-) 0 1) U-) AND GUTTER to oq C) 0 u Do C> TRACT BOUNDARY (o 6 > ol (D L0 C) �T L0 ff7 cq �l Lu ro bi -i ui = I Ow to rl) 1:>: iu� ',l)) 16 Lr) iil� --- Lo �LLJ 0:4 zo- 1_� C14 ui _j i Ld n ui 0 w tl) UJ a + ui CD > > > > > + bi __j _j Lj P3 + Uj Ljj 1!� m I MICD ,5 Iq + 6 U-) u Jj L6 LL .4- V) > L.L-!. LLI _j Ld .14 1) L'i _j Lu _j li _j uj wo< Ld U) <* _j Lij >_ Lj LLJ w Ld -Wi Lj _j LLJ w -d Li u_j < m cn m l _x z: M U _j w W ei 1, V) _j >: -J LJ V) Li I C; 0� V) -: 06 /) ji� (6 __7 - - - - - - - - - - 1+ T11 + IL q: w --zF7! 6 4 w 4 ui _j q 00 1� )o 00 oi� 01) (o zi� - 0� - r + + t -- =)o En cy; w C) - - - - - oo co + c _4 �o 1) c6 fl) 'i + U-) 1, - + - + --!W- + :� U-) + + - + t- + U.< _j CL w + _S C4 + > + a + cli rl) rl) C) "i cli C,4 C4 + + + + + <D 03 C> cli -W C3 C3 6P5 _3 6 C - uj c F_ ll� m CL < �__ V) c3 Lj u) F_ 'N :i k cr- 0- U ci� Of (n --------- q Q_ V) a_ 0- U) cr a- (n ui Y) - cn 6 i c) F- F-- (i F- a- U) L" U) a) V) �-ow C� uj ul l< - c3 F_ I_ 31"- (3 �e (3 16 �3 -i LJ W<cm V) M -G) i,_ LLJ V) cf) cn uj V) V) o- CL U-) V) 1 t__ S :n 126 @ CENTERUi = - -- --- (n Lj w 0.267�____ S 0.2157 - - -------- EXIS IING GRO JND S olk-, - - - - - - - ------ Ll - - S� -1-05% I>- . =j 1-1 S�j k- 17%.1 La L I I 1 0 U -N I LKLINE -7- --?5W[!N-E FL ' 28 362 360 358 356 354 352 350 348 30 31 32 33 28 29 30 362 360 358 356 354 352 350 348 31 32 33 I k LANDSCAPE AREA CURVE LANDSCAPE -I TANGENT DELTA (9 AREA _j 4.20' 4534'23" LQ Lu 25.00' 39.09' 24.82 ou 1)1+ 0 1 i�! 25.00' 1�1 25.18' 90-25'09" @ '2 C,� E; 1,01 10.00, 1 4.12 44-47'02" 00 2Y. 9.27' 4.63' Lo TO J. 5x TO J. 5y. 37.00' 10.95' 5.52� 16-57'27" @ 78.00' c� 136.51' .120'30'47" 0 w n 5.68' Lo to STREET SECTION Lo 15.00' po 01 U) 482.00' 65.16' - Lo n cl 10.00, 7.81' 4.12' "*44'07" "R4-7" KEEP RIGHT Wl-7" - DOUBLE ARROW 10.00' C14 Lo �0_ 46*25'22" c) 488.00' C) 'o 7.W w 0-0 Lu _j 7.45' w _j 00*53'08" w c� C5 d U-) _j AND STORM DRAIN PLANS u') (D c� Cl Ln U-) 13-M'02� j UD n ui 52.26' 87-04'20 Lo w _j PROPO ui ui I ui A. C. PA VING __j w U SIDEWALK Lo irl) La u-) n U-) rl-) 0 EXISTING TORM DRAIN MANHOLE U-) 0 1) U-) AND GUTTER to 0 V) TRACT BOUNDARY > ol cq �l Lu Li bi -i ui = I 16 o iil� --- Lo < 0:4 zo- 1_� C14 ui _j i w :z ui C,4 w (D + UJ a + ui CD __: ro Ld to + w LIJ + bi __j _j Lj P3 + Uj __j L�j Ld m I MICD ,5 Iq + 6 U-) u Jj L6 LL .4- V) _j _j Ld .14 1) _j Lu _j li _j uj ui < <* w '2 < m cn Of CD ll�-_ V) ei 1, V) C4 V) m1u) PROPOSED CE� TERLINE - -\ u V) 06 /) A (n - - - - - - - - - - 1+ T11 + + q: 6 4 w 4 ui _j q 00 1� )o (o 01) (o I;t rl) 0� CD U-) il") co + + t -- - - - - - - - - - - - - - oo co 00 0) 1) c6 fl) 1�1_ U-) _j zo Li Lj 0 CENIERLINE vi 14- U-) + + + + t- + 28 29 30 362 360 358 356 354 352 350 348 31 32 33 28 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 PROPERTY LINE RIGHT-OF-WAY PA R/W 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) 364 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 R/W R 4.5'_ 1 7.5, 18, 18, 75' 1 4.5' I k LANDSCAPE AREA CURVE LANDSCAPE -I TANGENT DELTA (9 AREA _j 4.20' 4534'23" LQ Lu 25.00' 39.09' 24.82 ou 1)1+ 0 1 i�! 25.00' 1�1 25.18' 90-25'09" @ 518.00' C,� E; 1,01 10.00, 1 4.12 44-47'02" 00 2Y. 9.27' 4.63' 01 *01'30" TO J. 5x TO J. 5y. 37.00' 10.95' 5.52� 16-57'27" @ 78.00' 164.06' 136.51' .120'30'47" 0 37.00' n 5.68' 17*26'41" STREET SECTION 512.00' 1 15.00' 7.50' 01 STA. 30+19.93, 15.GORT. 482.00' 65.16' - - 07*44'44" cl 10.00, 7.81' 4.12' "*44'07" "R4-7" KEEP RIGHT Wl-7" - DOUBLE ARROW 10.00' 8.1 ol �0_ 46*25'22" c) 488.00' C) 'o 7.W '0-0' 0-0 482.00' 7.45' 3.72 00*53'08" D- c� C5 d U-) U-) AND STORM DRAIN PLANS u') (D c� Cl Ln U-) 13-M'02� j UD n 83.58' 52.26' 87-04'20 Lo EXISTING CATCH BASIN PROPO ----D- Op I �z A. C. PA VING EXISTING SEWER LINE U SIDEWALK Lo irl) U-) ff) u-) n U-) rl-) 0 EXISTING TORM DRAIN MANHOLE U-) 0 1) U-) AND GUTTER to 0 Ln TRACT BOUNDARY > - - - - - - - PHASE BOUNDARY �l Lu Li bi -i ui = I 1. > > ui _j ui i_j U) . Uj w Uj ui CD CD Ld w LIJ _j bi __j _j Lj Uj __j L�j Ld ,5 Iq L6 6 U-) u Jj L6 LL .4- V) _j _j Ld _j U-) w _j Lu _j li _j uj ui L'i ui C'j C4 C4 t-� 4 ;;t:, 00 (o 1+ T11 + + q: 6 4 w 4 ui _j q 00 1� )o (o 01) (o I;t rl) 0� CD U-) il") co + + t -6- + C:> oo co 00 0) 1) c6 fl) 1�1_ U-) _j zo Li ui vi 14- U-) + + + + t- + + + + cli C) "i cli C,4 + + + + + + <D + D C> fl) uj c F_ ll� m CL < �__ V) c3 Lj u) F_ 'N :i C14 <� ci� Of 7.7- �e (.3 91 <' . 6 i c) F- F-- (i F- a- U) L" U) 6 06 U-) C� uj ul l< - c3 F_ I_ 31"- (3 �e (3 16 �3 -i LJ 16 a- i,_ LLJ V) cf) cn u) M V) o- CL U-) V) 1 :n 126 cn 0- V) (n Lj w EXIS IING GRO JND - - - - - - - ------ Ll - - S� -1-05% I>- . =j 1-1 S�j k- 17%.1 La - 0 U -N I LKLINE -7- U.55 S -0.36% - 171, - - -!� -- I S 0.2574 1 1 -AqT n 01 W INF 11:!; C) t, Lo _j U-) un 1_ 28 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 PROPERTY LINE RIGHT-OF-WAY PA R/W 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) 364 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 R/W R 4.5'_ 1 7.5, 18, 18, 75' 1 4.5' I k LANDSCAPE AREA CURVE LANDSCAPE -I TANGENT DELTA (9 AREA _j 4.20' 4534'23" LQ Lu 25.00' 39.09' 24.82 ou 1)1+ 0 1 i�! 25.00' 1�1 25.18' 90-25'09" @ 518.00' 71.29' 35.70' 07-53'06" 10.00, 7.82' 4.12 44-47'02" VARIES 1. 5Z VARIES 1.5Y. 2Y. 9.27' 4.63' 01 *01'30" TO J. 5x TO J. 5y. 37.00' 10.95' P R/W 12' VARIES V 0' ±25' 4.5' LANDSCAPE AREA MIN. 27. MAX 4. 1 OPOSED SIDEWALK PROPOSED SIDEWALK PROPOSED CURB AND GUTTER R /w 4.5'_ 1 7.5, LANDSCAPE LANDSCAPE AREA AREA Lu 5) IARIES 2X VARIES 1.5Y* 1. 5x i�j 2% TO J. 5Y. TO J. 5y, A GG. BA SE EXIS77NG CURB EXIS 77NG -A. C. PA ON G OPOSED L SIDEWALK AND GUTTER AND GUTTER - COMPACTED SUBGRADE TION 4C� SEC SCALE: 1 "= 10' ', U6 STREET SECTION (PRIVATE STREET) R/W 22' 18' CURVE TABLE STA110NING TABLE CURVE RADIUS LENGTH TANGENT DELTA (9 10.00' 7.95' 4.20' 4534'23" 0 25.00' 39.09' 24.82 ou 1)1+ 0 1 i�! 25.00' 39.45' 25.18' 90-25'09" @ 518.00' 71.29' 35.70' 07-53'06" 10.00, 7.82' 4.12 44-47'02" AREA 518.00' 9.27' 4.63' 01 *01'30" MAX. 4. 1 37.00' 10.95' 5.52� 16-57'27" @ 78.00' 164.06' 136.51' .120'30'47" 0 37.00' 11.27' 5.68' 17*26'41" STREET SECTION 512.00' 1 15.00' 7.50' 01 STA. 30+19.93, 15.GORT. 482.00' 65.16' 32.63' - 07*44'44" cl 10.00, 7.81' 4.12' "*44'07" "R4-7" KEEP RIGHT Wl-7" - DOUBLE ARROW 10.00' 8.1 ol 4.29' 1 46*25'22" P_R_C- 488.00' 15.00' 7.W 01 *45'40" 482.00' 7.45' 3.72 00*53'08" D- 37.00' 56.23' 35.16' 87-04'20-, AND STORM DRAIN PLANS 500.00' 120.14! 60.36' 13-M'02� TO J. 5y. TO 15Y. 55.00' 83.58' 52.26' 87-04'20 P R/W 12' VARIES V 0' ±25' 4.5' LANDSCAPE AREA MIN. 27. MAX 4. 1 OPOSED SIDEWALK PROPOSED SIDEWALK PROPOSED CURB AND GUTTER R /w 4.5'_ 1 7.5, LANDSCAPE LANDSCAPE AREA AREA Lu 5) IARIES 2X VARIES 1.5Y* 1. 5x i�j 2% TO J. 5Y. TO J. 5y, A GG. BA SE EXIS77NG CURB EXIS 77NG -A. C. PA ON G OPOSED L SIDEWALK AND GUTTER AND GUTTER - COMPACTED SUBGRADE TION 4C� SEC SCALE: 1 "= 10' ', U6 STREET SECTION (PRIVATE STREET) R/W 22' 18' Lu L'i _j STA110NING TABLE 30 ci j REF. NO. R/W C.L. STATION F.L. STATION 33 E.C. R/W 4.5 1 7.5' 0 LANDSCAPE AREA EX. BLOCK 1J.5' i�! STA. 31+31.99, F.L. WALL P.R.C. VARIES 1. 5Y* VARIES 1.5y. STA. 31+39.81, F.L. F81 LANDSCAPE STA. 31+29.21, 12.00LT. TO J. 5x TO J. 5y. AREA STA. 31+36.05, 14.95LT. STA. 31+62.63, Fl. I AREA MIN. 2X STA. 31+70.72, F.L. P.R.C. MAX. 4. 1 STA. 32+53.11, F.L. L_ AWNG A. C. B.C. -EXISTING CURB G. 5,15- . EXIS77NG CURB AND GUTTER D SUBGRADE CIE P.R.C. 1 1 SEC TION rEN N E.C. SCALE: 1 "= 10' �, U6 STA. 29+54.57, F.L. "S5-2" - END SCHOOL ZONE "R6-1* - ONE WAY STREET SECTION STA. 30+12.79, 12.00RT. STA. 30+48.57, F.L. (PRIVATE STREET) P.R.C. Lu L'i _j STA110NING TABLE 30 ci j REF. NO. R/W C.L. STATION F.L. STATION 33 E.C. R/W 4.5 1 7.5' UNIT BOUNDARY 18, 12' 1J.5' 4.5'_ STA. 31+31.99, F.L. LANDSCAPE P.R.C. STA. 31+14.56, 12.00LT. STA. 31+39.81, F.L. F81 LANDSCAPE STA. 31+29.21, 12.00LT. STA. 31+54.81, F.L. AREA STA. 31+36.05, 14.95LT. STA. 31+62.63, Fl. F81 AREA STA. 31+43.08, 18.00LT. STA. 31+70.72, F.L. P.R.C. STA. 32+24.98, 19.61LT. STA. 32+53.11, F.L. Ln B.C. STA. 29+04.51, 18.00RT. STA. 29+38.67, F.L. IN P.R.C. 1 1 STA. 29+46.62, F.L. N E.C. STA. 29+18.79, 12.00RT. STA. 29+54.57, F.L. "S5-2" - END SCHOOL ZONE "R6-1* - ONE WAY B.C. STA. 30+12.79, 12.00RT. STA. 30+48.57, F.L. Lu 1�1 P.R.C. STA. 30+19.93, 15.GORT. STA. 30+56.52, F.L. R26(CA)- - NO PARKING 'W14 -l" - DEAD END P.R.C. STA. 31+06.73, 15.05RT. cl *R3 -5R" RIGHT TURN ONLY :Wl4-2" - NO OUTLET P.C. C. STA. 31+14.20, 12.00RT. STA. 31+50.34 F.L. "R4-7" KEEP RIGHT Wl-7" - DOUBLE ARROW P.C.C. STA. 31+29.57, 12.00RT. STA. 31+65.34, F.L. - "R81(CA)" - BIKE LANE *Wl-6* - SINGLE ARROW P_R_C- STA. 31+37.04, 15.05RT. STA. 31+73.44, F.L. "W3-3" - SIGNAL AHEAD *Wl-l* - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 2Y. D- VARIES 1.5X VARIES 1. 5X 21w. AND STORM DRAIN PLANS cn C) CONSTRUCT CATCH BASIN TYPE *A" TO J. 5y. TO 15Y. PER C.O.B. STD. D-14. EXISTING CATCH BASIN PROPO ----D- Op SIDEWALK A. C. PA VING EXISTING SEWER LINE 2 SIDEWALK PROPOSED CURB AGG. SHEET WERE SECTION IS SHOM PROPOSED CURB 0 EXISTING TORM DRAIN MANHOLE AND GUTTER BASE COMPACTED SUBGRADE G AND GUTTER Lu L'i _j STA110NING TABLE 30 ci j REF. NO. DESCRIP11ON C.L. STATION F.L. STATION 33 E.C. STA. 28+72.29, 18.00RT. STA. 29+06.45, F.L. _j w UNIT BOUNDARY STA. 28+25.89, C.L. uj P.R.C. STA. 31+07.72, 14.951 T. STA. 31+31.99, F.L. AREA P.R.C. STA. 31+14.56, 12.00LT. STA. 31+39.81, F.L. F81 P.R.0 STA. 31+29.21, 12.00LT. STA. 31+54.81, F.L. P.R.C. STA. 31+36.05, 14.95LT. STA. 31+62.63, Fl. F81 P.C.C. STA. 31+43.08, 18.00LT. STA. 31+70.72, F.L. P.R.C. STA. 32+24.98, 19.61LT. STA. 32+53.11, F.L. Ln B.C. STA. 29+04.51, 18.00RT. STA. 29+38.67, F.L. IN P.R.C. STA. 29+11.65, 15.00RT. STA. 29+46.62, F.L. N E.C. STA. 29+18.79, 12.00RT. STA. 29+54.57, F.L. "S5-2" - END SCHOOL ZONE "R6-1* - ONE WAY B.C. STA. 30+12.79, 12.00RT. STA. 30+48.57, F.L. F84 P.R.C. STA. 30+19.93, 15.GORT. STA. 30+56.52, F.L. R26(CA)- - NO PARKING 'W14 -l" - DEAD END P.R.C. STA. 31+06.73, 15.05RT. STA. 31+42.24, F.L. *R3 -5R" RIGHT TURN ONLY :Wl4-2" - NO OUTLET P.C. C. STA. 31+14.20, 12.00RT. STA. 31+50.34 F.L. "R4-7" KEEP RIGHT Wl-7" - DOUBLE ARROW P.C.C. STA. 31+29.57, 12.00RT. STA. 31+65.34, F.L. - "R81(CA)" - BIKE LANE *Wl-6* - SINGLE ARROW P_R_C- STA. 31+37.04, 15.05RT. STA. 31+73.44, F.L. Lu L'i _j 1J-5' 30 ci j Ci _j LLJ __j . 31 32 33 d AREA bj _j w ,j W uj LQ AREA AREA 2,1. __j I 2 __j -j Ln � LEGEND (CONT.): LEGEND (CONT.): Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rl-l" - STOP CURVE NUMBER FOR CURVE DESCRIPTION > "S5-2" - END SCHOOL ZONE "R6-1* - ONE WAY *R5-1" - DO NOT ENTER -W31(CA)- - END ITEM OF WORK - SEE SCHEDULE R26(CA)- - NO PARKING 'W14 -l" - DEAD END Fil FLOWLINE STATION - SEE TABLE *R3 -5R" RIGHT TURN ONLY :Wl4-2" - NO OUTLET "R4-7" KEEP RIGHT Wl-7" - DOUBLE ARROW NOTE: "R81(CA)" - BIKE LANE *Wl-6* - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT "W3-3" - SIGNAL AHEAD *Wl-l* - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. D- NEW STORM DRAIN LINE - REFER TO SEWER ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. AND STORM DRAIN PLANS cn C) CONSTRUCT CATCH BASIN TYPE *A" SECTION DESIGNATION: PER C.O.B. STD. D-14. EXISTING CATCH BASIN SECTION LETTER ----D- EXISTING STORM DRAIN LINE EXISTING SEWER LINE 2 SHEET WERE SECTION IS SHOM 0 EXISTING TORM DRAIN MANHOLE G EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT TRACT BOUNDARY - - - - - - - - - PHASE BOUNDARY SECTION SCALE: 1"= 10' MIS STREET SECTION (PRIVATE STREET) R/W r5' I SIDEWALK R/W 4.5' 1 1J-5' _ LANDSCAPE . . AREA AREA LANDSCAPE 1 LANDSCAPE LQ AREA AREA 2,1. SIDEWALK - PROPOSED CURS -j PROPOSED AND GUTTER 12' -1 18, R/W 75' 4.5' LANDSCAPE AREA Lu VARIES 1.5X 2% VARIES 1.5Y. TO J. 51 TO J. 5y. ROPOSED -A.C. R SIDEWALK L 4 r.r. ONG COMPACTED SUBGRADE PROPOSED CURB AND GUTTER SECTION rB INW SCALE: 1 "=l 0' STREET SECTION (PRIVATE STREET) R/W 4.5' 7.5' 18' 18' 715' 4.5' LANDSCAPE LANDSCAPE k AREA AREA k Lu Lu w -Z EX PA VEMEN T _2Y., EX. PA VEA4ENT 1 7 ____ - - - - - - - - - - - - - - PROPOSED SIDEWALK SIDEWALK �j PROPOSED CURB EXIS77NG CURB EXIS77NG AND GUTTER AND GU TIER SECTION rp) SCALE: 1 "= 10' qv STREET SECTION (PRIVATE STREET) R/W ck R/W 4. 5', 7.5' 18, 12' 13 5' 4.5' LANDSCAPE AREA k LANDSCAPE AREA 1 VARIES VARIES 1. 5X i�! 27. 2% TO J. 5 Y** TO J. 57. F P PRO OSED PROPOSE SIDEWALK A. C. PA Vii SIDEWALK AGG. BASE- EXIS77NG CURB AND GUTTER EXISTING CURB COMPACTED SUBGRADE- AND GUTTER SEC11ON rF-"\ SCALE:1"=10' STREET SECTION (PRIVATE STREET) PA R R VARIES VARIES 12 22' IV- A 18' 18, 0,-v ±2J' ±25' ±25' 4.5' LANDSCAPE AREA -7 LANDSCAPE AREA LANDSCAPE AREA EX. BLOCK WALL RIES 1. 5X 2X VARIES 1.5y. TO TO J. 5y. 5y. MIN. MIN. 2X A FIN. 2% MAX 4.1 MAX 4. 1 MAX 4. 1 OSED A. C. PA WNG PROPOSED CURB SIDEWALK ffPROPOSEDCURB AGG. BASE AND GU TIER -COMPACTED SUBGRADE AND GUTTER SECTION rj,*,\ SCAL,E:1"=10' \� U6 STREET SECTION (PRIVATE STREET) 11.5, 12' 12' 135' R/W R/W 4.5' 1J 5' 12' 1 18' 7 5' 4 5' 1 ty LANDSCAPE LANDSCAPE _ . . AREA AREA LANDSCAPE 1 LANDSCAPE AREA AREA __j I 2 __j -j Ln � n VARIES VARIES 1. 5X 2% 2% TO J. 5y. 1 TO .3.5x PROPOSED LA. C. PA VING OP PROPOSED SIDEWALK PR L A GG. BASE CURB AND GUTTER CURB AND GUTTER COMPACTED SUBGRADE SEC11ON SCALE:1"=10' STREET SECTION (PRIVATE STREET) CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. 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 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. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER TO REMAIN. TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. TYPICAL CORNER - SEE DETAIL ON SHEET 10. q�ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. cl 65 VARIES 1.57. VARIES 1. 5Y, TO J. 5y. 2Y. 2X TO J. 5x .9111 PROPOSED PROPOSED SIDEWALK A. C. PA WNG SIDEWALK PROPOSED CURB AGG. EXIS77NG CURB AND GUTTER BASE AND GUTTER COMPACTED SUBGRADE SECTION (-K_`� SCALE:1"=10' \U6 STREET SECTION (PRIVATE STREET) 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 MANHOLE I SEWER CLEANOUT TO FINISHED GRADE. 04 -7 c: _? ....... .. . 06 7 Z C 0 AF31- D RAIN 114 G V) z 2 Ln > Ld G cn C) c� uj C3