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HomeMy WebLinkAbout1.1-6557 PH 1 & 2 Revisiona M N 0 0 0 0 0 5- 9 9 i 0 0 to to 0 0 r- > AkU 0 3 A.C. PAVING TESTING NOTES ASPHALT CONCRETE SHALL BE TYPE "B" AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STATE OF CALIFORNIA DATED JULY 2002 STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. AGGREGATE FOR TYPE "B" ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR THREE-FOURTHS (3/4) INCH MAXIMUM, MEDIUM GRADING, AS SPECIFIED IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS. WHEN DIRECTED BY THE ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. ASPHALT CONCRETE TYPE "B" SHALL HAVE A BITUMINOUS BINDER OF PAVING GRADE ASPHALT OF AR 4000 VISCOSITY GRADE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER, AND SHALL CONFORM TO THE REQUIREMENTS SHOWN IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALT" IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS. PRIOR TO COMMENCING WORK ON THE PROJECT, THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER THE FOLLOWING INFORMATION: THE AGGREGATE AND ASPHALT SOURCE; DOCUMENTATION THAT AGGREGATES CONFORM TO SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS. A. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT RESULTS B SHOULD NOT BE OLDER THAN SIX (6) MONTHS. THE OTHER TEST RESULTS REQUIRED IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHOULD NOT BE OLDER THAN ONE (1) YEAR. AN ASPHALT CONCRETE MIX DESIGN DETERMINED BY CALIFORNIA TEST 367. THE LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE INCLUDED FOR REVIEW. THE ASPHALT CONCRETE MIX SHALL ALSO MEET THE REQUIREMENTS C. OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS. IF THE SUBMITTED DATA 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 ASPHALT BINDER IN THE CONCRETE SHALL BE FOUR AND ONE-HALF PERCENT (4.5%) TO FIVE AND EIGHT -TENTHS PERCENT (5.87.) BASED ON THE WEIGHT OF THE DRY AGGREGATE ONLY. THE ASPHALT CONCRETE SHALL BE COMPACTED SO THAT THE VOID RATIO OF THE COMPLETED MIX IS BETWEEN SIX PERCENT (6%) AND EIGHT PERCENT (8% PAVING JOINTS SHALL MATCH STRIPE LOCATIONS IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES (WITH FOG SEAL COAT ON THE AREAS WHICH HAVE BEEN GROUND). A. REMOVAL AND REPLACEMENT, OR PLACING AN OVERLAY OF ASPHALT CONCRETE, THE METHOD B WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF USED, THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT C. OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED AS NECESSARY TO EXTEND THE AREA GROUND IN EACH LATERAL DIRECTION SO THAT THE LATERAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO THE NEAREST LANE LINE OR PAVEMENT EDGE, AND IN EACH LONGITUDINAL DIRECTION SO THAT THE GRINDING BEGINS AND ENDS AT LINES NORMAL TO THE PAVEMENT CENTERLINE, WITHIN ANY GROUND AREA. 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 IN SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. WHERE THE COMPACTED THICKNESS IS 0.15 FEET OR LESS, HALF WIDTH SURFACING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH DAY'S WORK, THE DISTANCE BETWEEN THE ENDS OF ADJACENT SURFACED LANES SHALL NOT BE GREATER THAN CAN BE COMPLETED IN THE FOLLOWING DAY OF NORMAL SURFACING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE, HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS, KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS IS MORE THAN 0.15 FEET, THE CONTRACTOR SHALL SCHEDULE HIS PAVING OPERATIONS SUCH THAT EACH LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF A TRAVELED WAY EACH WORK SHIFT. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF THE LAYERS OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN TEN (10) FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE AND ALONG THE EXPOSED LONGITUDINAL EDGES BETWEEN ADJACENT LANES, HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORM FEATHERS TO FACILITATE THE REMOVAL OF THE FEATHERS WHEN PAVING OPERATIONS RESUME. 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 EXISTING PAVEMENT SURFACES BEYOND THE LIMITS OF CONSTRUCTION. A PRIME COAT WILL NOT BE REQUIRED ON SUBGRADE PRIOR TO PLACEMENT OF ASPHALT CONCRETE. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. AT ROAD CONNECTORS AND PRIVATE DRIVES, SHOWN ON PLANS AND AS DIRECTED BY THE ENGINEER, ADDITIONAL ASPHALT CONCRETE SURFACING MATERIAL SHALL BE PLACED AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE COMPACTION AFTER ROLLING SHALL BE NINETY-FIVE PERCENT (957.) OF THE DENSITY OBTAINED WITH THE CALIFORNIA KNEADING COMPACTOR PER CALIFORNIA TEST 304. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED (CA). (CA) INDICATES CALIFORNIA CODES 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 IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS BELOW NINETY-FIVE PERCENT (95%) BUT ABOVE NINETY-TWO AND NINETY-THREE TENTHS PERCENT (92.90. THE CONTRACTOR WILL BE ADVISED THAT HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS, OR PROCEDURES, OR BOTH, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS LESS THAT NINETY-THREE PERCENT (937.). THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED. THE FOLLOWING CITY OF BAKERSIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: ST -1 CURB AND GUTTER ST -3 SIDEWALK ST -4 RESIDENCE DRIVEWAY SW -5 FRAMES AND COVERS FOR MANHOLES D-14 CATCH BASIN TYPE "A" D-16 GUTTER DEPRESSIONS D-18 TYPE "B" MANHOLE ST -9 STREET SPECIFICATIONS ST -11 STREET CROSS SECTIONS ST -13 SURVEY MONUMENT ST -14 STANDARD STREET LIGHT ST -17 STANDARD 12' WIDE CROSS GUTTER ST -18 MEDIAN CURB T-1 STANDARD STREET SIGN (POST TYPE) A88A CURB RAMP DETAIL CASE A (CALTRANS STANDARD) T-19 MISCELLANEOUS SIGN T-34 INTERCONNECT CONDUIT FOR TRAFFIC SIGNAL STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 2. THE CURRENT CITY OF BAKERSFIELD SUBDIVISION ENGINEERING DESING MANUAL SHALL BE CONSIDERED PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20 -FT TYPE "B" ASPHALT CONCRETE OVER 0.40 -FT CLASS II AGGREGATE BASE 0.50 -FT O.G. O.G. TO BE COMPACTED TO 90% RELATIVE DENSITY PER C.O.B. STD ST -9. 4. INSTALL STANDARD MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD DRAWING ST -13 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B STD T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B STD T-1 INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY IN ACCORDANCE WITH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN 6. INSTALL TYPE "B" CURB AND GUTTER PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5' SIDEWALK FROM FACE OF CURB ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL #3 X PULL BOX FOR STREET LIGHTS AT P.G.&E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. INSTALL HANDICAP RAMPS PER CALTRANS A88A. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 34" BELOW PAVEMENT GRADE. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION AT 1-800-227-2500. 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-1 SHALL BE LOCATED WITHIN SIDEWALK 5" FROM BACK. 14. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LIGHT FOR EVERY 10 INSTALLED TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PPE -FORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT. SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. Tr C•7 4 BERKSHIRE ROAD SHEET 21 & 27 T121 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 4 CLARION CHANNEL LANE 10 9 8 7 6 5 4 3 2 1 SHEET a CRYSTAL CASCADE LANE SHEET 3 SHEET 4 TWINKLE LANE 4HFFT A LOT LOT LOT LOT LOT LOT 45 46 47 48 49 50 16. PRIOR TO THE START OF PHASE CONSTRUCTION, THE CITY CONTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEASE 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661)326-3049 (3.6.40 COB STD) 17. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK" ). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 18. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS, AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY ON ACCORDANCE WITH ASTM D-1557 19. COMPACTION TEST NOTE- COMPACTION TESTS SHALL BE THE RESPONISBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SHEET INDEX 1 COVER SHEET 20 MOUNTAIN RIDGE DRIVE 2 DETAILS/ CROSS SECTIONS 21 BERKSHIRE ROAD 3 CRYSTAL CASCADE LANE 22 BERKSHIRE ROAD 4 CLARION CHANNEL LANE 23 BERKSHIRE ROAD 5 RIVULET RUN COURT 24 STINE ROAD 6 BLACK PEARL COURT 25 STINE ROAD 7 TORRENT WAY 26 MOUNTAIN RIDGE DRIVE 8 LUSTROUS LANE & RUSHING ELEV SIGNAGE AND STRIPING FP BROOK ROAD 27 BERKSHIRE ROAD SIGNAGE 9 TWINKLE LANE MAX AND STRIPING 10 BURNISHED BRONZE DRIVE 28 STINE ROAD SIGNAGE AND 11 COOL RUSH TERRACE nP STRIPING 12 COBBLE CREEK WAY & 29 STAGE 1 TRAFFIC CONTROL DEP. GLISTEN WAY STA. PLAN CONSTRUCTION OF 13 GLITTER WAY 4,862 EAST SIDE OF STINE ROAD 14 SILVER JEWEL LANE 30 STAGE 2 TRAFFIC CONTROL 15 SHINING CRAG AVENUE i i PLAN CONSTRUCTION OF 16 CRYSTALLINE CREEK COURT WEST SIDE OF STINE ROAD 17 BOULDER BAY ROAD AND 31 STAGE 3 TRAFFIC CONTROL CENTERLINE SEEING GLASS COURT PLAN CONSTRUCTION OF 18 ECHO CREEK LANE tCn TRAFFIC MEDIANS OF STINE 19 MOUNTAIN RIDGE DRIVE ROAD BERKSHIRE ROAD - SHEET& 27 BERKSHIRE ROAD SHEET 23 & 27 LOT LOT 127 122 LOT LOT 126 123 LOT LOT 125 124 LOT OT TOP OF CURB LOT LOT LOT LOT LOT LOT LOT LOT 37 38 39 40 41 42 43 44 45 46 BENCH MARK USED CHISLED SQUARE ON TOP OF CURB AT END OF CURB RETURN AT THE NE CORNER OF CHURCH PARKING LOT ON LONDONDERRY AVE. ELEV. = 353.082 USGS DATUM PARTIAL TRACT NO. 5958 - PHASE 1 STREET PLANS OWNER/SUBDIVIDER STANDARD PACIFIC HOMES 4700 STOCKDALE HWY, SUITE 100 BAKERSFIELD, CA 93309 BASIS OF BEARINGS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 27 TOWNSHIP 30 SOUTH, RANGE 27 EAST. M.D.M. BEARING S89'01'16"E AS SHOWN ON RECORD OF SURVEY BOOK 22, PAGE 157. PANAMA LN TRACT 6557iv Ll -.-- BERKSHIRE RID qm�, �1 o .,.. a� in 2 o z HOSKING RO MCCUTCHEN RD 119 VICINITY MAP LEGEND OF ABBREVIATIONS AND SYMBOLS TC TOP OF CURB TW TOP OF WALL ELEV. FL FLOWUNE ELEV. NTS NOT TO SCALE TG TOP OF GRATE CB CATCH BASIN GB GRADE BREAK AC ASPHALTIC CONCRETE FG FINISH GRADE AB AGGREGATE BASE RG ROUGH GRADE CONC CONCRETE FS FINISH SURFACE CY CUBIC YARDS INV INVERT OF PIPE ELEV ELEVATION FP FINISH PAD ELEV. MIN MINIMUM BCR BEGIN CURB RETURN MAX MAXIMUM ECR END CURB RETURN RD ROOF DRAIN EP EDGE OF PAVEMENT nP TYPICAL ACD ASPHALT CONCRETE DIKE NOR NORMAL DEP. DEPRESSION STA. STATION NO. NUMBER 4,862 CENTERLINE Permit -Seal STD. STANDARD EXIST. CONTOUR i i I 2Z_ -��ao_ SHEET FLOW RATE Wiz$ ° .0. CENTERLINE RIGHT OF WAY tCn TOP OF POND c 0,'��� BOTTOM OF POND C= d N PERIMETER WALL `� q I r l 0.3 v U 100 z HANDICAP RAMP CALTRANS STANDARD A88A ENGINEER PRIVATE ENGINEER'S NOTICE STANTEC CONSULTING INC. TO CONTRACTORS 1400 18TH STREET BAKERSFIELD, CA 93301 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. LIST OF ESTIMATED MATERIALS ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. ITEM QUANTITY UNIT INTERIOR STREET PAVEMENT 6,550 TONS INTERIOR AGG. BASE 6,465 CY. INTERIOR SUBGRADE PREP 16,165 CY. EXTERIOR STREET PAVEMENT 5,060 TONS EXTERIOR AGG. BASE 3,000 CY. EXTERIOR SUBGRADE PREP 8,530 CY. TYPE B CURB AND GUTTER 27,412 LF. 4.5' WIDE INTERIOR SIDEWALK 4" THICK 22,550 LF. DRIVEWAYS 309 EA. STREET NAME SIGNS 43 EA. HANDICAP RAMPS 36 EA. STOP SIGN 6 EA. 5800 LUMEN STREET LIGHT 44 EA. 9500 LUMEN STREET LIGHT 9" EA. MONUMENT ENCASEMENT 30 EA. MEDIAN CURB 1,582 LF SAWCUTTING 4,215 LF REMOVE EXISTING PAVEMENT 22,620 SF 6.0' WIDE EXTERIOR SIDEWALK 4" THICK 4,862 LF LENGTH OF STREETS LOCAL STREETS 111,592 LF MAJOR STREETS 5,192 LF 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 COUNTY OF KERN ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE COUNTY ENGINEER. BY: ARNOLD J. WHITAKER P.E. 59320 EXP. 06/30/09 DATE APPROVED BY:._ RAUL ROJAS RCE 39880 EXP. 12/31/07 DATE PUBLIC WORKS DIRECTOR AVV-REVIEWED BY: �� II 5 Lol ASSISTANT PUBLIC WORKS DIRECTOR DATE REVIEWED BY:zw lo/2 A-1. TRAFFIC ENGINEER IDA U 20250054 N w o0 �o JRC 07.01.19 ACV AJW Dwn. Chkd. 00 ct - w O d- c�+on.. N< Q O CV o.a.t+ O U cD t0 E o` V m o O U Nc0 c0 v :acoai 0 s Lo 0LO Nac Uaj W LLW c0 CO 0 1.3 c Nc0 CO p C rn v .3 a c p N 0 Y P7 F- v` c co m >[ 9 3 m o CL c m Li m a� 00.2-00 C=0- 0 m;e U 1=w Permit -Seal m m i i d$o4)`o°o -��ao_ Wiz$ ° .0. tCn c 0,'��� C= d N `� q I r l 0.3 v U 100 z m �t s J Wye\ No. 59320 Exp. 06/30/09 7 Project Number: 20250054 N �o JRC 07.01.19 ACV AJW Dwn. Chkd. a a Drawing No. w J a. O = ZW Lu Q <t Lo 0LO q W LLW U C]= Uz �0 o J LU F- LL, v ZLLJ 0U WU w W CL c t) cf) m a� U Permit -Seal J Wye\ No. 59320 Exp. 06/30/09 7 Project Number: 20250054 File Name: JRC 07.01.19 ACV AJW Dwn. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet of 31" PROPOSED 6' BLOCK WALL VARIES (750-64.0) SEE PLANS VARIES (59.0' - 48.0') SEE PLANS 4.0' 6.0' EASEMENT I FUTURE PROPOSED MEDIAN MATCH CROWNI 1.0' SAWICUT . 29 NMI• F 4 k \ i' � , ; EXISTING GROUND I VARIES YARIES vl'; `lit./,/v /vY f,, >.:�.�`'1..:. . e,�:,;:-_::�" >• ,.. /`%/f`%/i�%f`r� - , (13.0MAX) tt.0' MAX) EMOVE AND REPLACE EXISTING PAVEMENT *B* \\, VARIES (22.0'-12.0' i TO EAST EDGE OF PROPOSED MEDIAN. 6 TYPE B CURB AND REPLACE WITH STANDARD SECTION GUTTER W/ 5.5' SIDEWALK. GRADE LINE COMPACT 6" MIN TO 95% MAX 0.45' ASPHAL ONCRETE PAVEMENT / DENSITY UNDER SIDEWALK 0.50' CRUSHED A EGATE BASE / CURB AND GUTTER TYP. 1.60' NATURAL GROU WITH 7% FLY -ASH TI= 8.5 R -VALUE= 57 A ST E ROAD STREET SECTION (AR [!IAL) 2 N.T.S. 41.5' 6.0' 2.5 AT VARIES FROM STA: 52+6500 70 STA: 54+40.97 (34 - 41 i ROPOSED 6' 2% MIN_ ! - _ _ _ _ . I 4 MAX - 2.09 ASV, (T)p) 2Z yUES� BLOCK WALL Imo- .\\/////SaT!r.f t:�f'.:.._'.•'• .ii:..,!a..`•i••i`.��=:: ti+.',x� t••�' :•^ _�:R. _ ..:•:!}uw' ,'\/\\/``• l.� �- \��\ri1\�r�/\,�\/\�\y\\ \\/��\ \\ \\ .\ �\:.- •�Y e J, ::feie- ..1 �, i..�4 ,:;.n�.,r.. ,,r` GRADE UNE " TYP "B" CURB AND GUTTER W/ 5.5' SIDEWALK. TI- 6.0OMPACT 6" MIN TO 95% MAX R -VALUE= 57 0.30' ASPHALT CONCRETE PAVEMENT / DENSITY UNDER SIDEWALK 0.70' 0. 40= CRUSHED AGGREGATE BASE / CURB AND GUTTER TYP. 0 •, 1.00' C PACTED NATIVE SU GR E BERKSHIRE RO S -ET SECTION (COLLECTOR 2 STA: 50+83.46 - STA: 52+65.00 N.T.S. 34.0' 6.0' 5.0'-'l 3.0' 1 VARIES FROM STA: 52+6500 70 STA: 54+40.97 ROPOSED 6' MAX- 2 ES BLOCK WALL 2 MIN_ J4% _ _ - - ^.. t.. - oz M (rrP) 2r VARIES �•�- - �\\�\�\ j\`\i\\//\\\\\\�\\ \\\�i\+\,`\ \�J.i-�_``_:.r•.„ �"^:S•r.:: •r�:R .r�Ye ;;''1.s�'.',: �'. �\\\'t GRADE UNE " TYPE "B CURB AND GUTTER W/ 5.5' SIDEWALK. Tl= 6.0OMPACT 6" MIN TO 95% MAX R -VALUE= 57 0.30' ASPHALT CONCRETE PAVEMENT / DENSITY UNDER SIDEWALK 0.70'-8:48= CRUSHED AGGREGATE BASE / RB AND GUTTER TYP. 1.00' COMPACTED NATIVE SUBGRADE B BERKSHIRE ROAD STREET SECTION (COLLECTOR; 2 STA: 54+40.97 - STA: 67+98.29 N.T.S. CSL 4.0' 4.0' 41.5' 6.0' 2.51 5.5' VARIES FROM STA: 31+92.85 TO STA: 33+68.81 (34 - 41 ROPOSED 6' 5% BLOCK WALL 2% 2X G�• s'• -max.. C \\ GRADE LINE 6" TYPE "B" CURB AND GUTTER W/ 5.5' SIDEWALK. Ti= 6.0 COMPACT 6" MIN TO 95% MAX R -VALUE- 57 DENSITY UNDER SIDEWALK 0.30' ASPHALT CONCRETE PAVEMENT / CURB AND GUTTER TYP. 0.70'4:48= CRUSHED AGGREGATE BASE / 1.elp COMtPAC!"I til�t'fVf Stib�' C MOUNTAIN RIDGE DRIVE SECTION (COLLECTOR). 2 STA: 33+68.81 - STA: 35+53.42 N.T.S. 4.0' 4.0' 34.0' 6.0' 5.,W ---'l 3.0' 1 , GUTTER W/ 4.5' SIDEWALK. VARIES FROM STA: 31+92.85 70 STA: 33+68.81 I 2% 2% % 2 2% I 0.25' -0-E9= ASPHALT CONCRETE PAVEMENT / (34' - 41.5) 0 ch 0.50'-8:40' CRUSHED AGGREGATE BASE / ,i Z 1.00' COMPACTED NATIVE SUBGRADE coUo m W ROPOSED 6' NO aCO� 5% UJ o i BLOCK WALL W z W co LLI • W Q ZOT Z =Wo8 Z ,.. \/\ .O W ::wr 6" TYPE *B* CURB AND GRADE UNE GUTTER W/ 5.5' SIDEWALK. TI= 6.0 COMPACT 6" MIN TO 95% MAX R- E= 57DENSITY UNDER SIDEWALK 0.30' ASPHALT CONCRETE PAVEMENT / CURB AND GUTTER TYP. 0.70'-9:48= CRUSHED AGGREGATE BASE / I *W WADVC ftM OMID SV8 A C MOUNTAIN RIDGE DRIVE SECTION (COLLECTOR STA: 22+43.51 - STA: 31+92.85 N.T.S. PL , R/W 1 6.0 1 CANAL ti PROPOSED 6'MIN.-moi_; BLOCK WALL j 6* TYPE "B" CURB AND GUTTER W/ 5.5' SIDEWALK (34+00.00 TO 35+55.94) VARIES 58'-69' v v CL VARIES 48'-59' 6' VARIES 27`-38' VARIES 17.5-21.1' COMPACT 6" MIN TO 95% MAX \, 0.45' ASPHALT CONCRETE PAVEMENT / DENSITY UNDER SIDEWALK 1.05' CRUSHED AGGREGATE BASE / CURB AND GUTTER TYP. 1,00' COMPACTED NATIVE SUBGRADE Ti= 8.5 R -VALUE= 25 A STINE ROAD STREET SECTION (ARTERIAL �2 PL R/W CANAL � 4.0' s' ill PROPOSED 6'MIN. BLOCK WALL / f., il : I l / / 6" TYPE "B" CURB AND GUTTER W/ 5.5' SIDEWALK (34+00.00 TO 35+55.94) 4' No. C67589 *" * �•� `r�ql CIVIL F OF CA�.�E� STA: 24+96.51 - STA: 34+00.00 N.T.S. 0 0 - U W Q' O W 64' CL 1. - GRADE SWALE TO DRAIN W 54' VARIES 0'-22.25' EP 5.0' (WHERE APPLICABLE) z SEE PLAN SEE PL4N _ _ - �y. t/ / i r' /• 2f ,.%• it te ,ter• r�./ ��/ � \ / �; °`/ :` r\ \,>\� j�.`r\\7\`.,•ti..,\\f \.` \ \\`� •\ \,\ f�\``,\ /�\�/;�/j•//\//i ,/::/;.-/iri///j,\J%`%/f!/i//�•,/�;/,%r 0.45' ASPHALT CONCRETE PAVEMENT / COMPACT 6" MIN TO 95% MAX 1.05' CRUSHED AGGREGATE BASE / DENSITY UNDER SIDEWALK TI= 8.5 1.00' COMPACTED NATIVE SUBGRADE CURB AND GUTTER TYP. R -VALUE= 25 STINE ROAD STREET SECTION (ARTERIAL)_ R/W GRADE SWALE TO DRAIN (WHERE APPLICABLE) , STA: 34+00.00 - STA: 37+09.62 N.T S. VARIES 58'-74' CL Sr V Ti= 8.5 R -VALUE= 25 37' KU 0.45' ASPHALT CONCRETE PAVEMENT / 1.05' CRUSHED AGGREGATE BASE / 1.00' COMPACTED NATIVE SUBGRADE A STINE ROAD STREET SECTION (ARTERIAL' 2 STA: 37+09.62 - STA: 41+00.00 N.T.S. R/W VAR/ES 58'-62' CL EP 37' GRADE SWALE TO DRAIN 5.0' 8' 1 mm 17'+ (WHERE APPLICABLE) S PLAN ,.. , 0.45' ASPHALT CONCRETE PAVEMENT / 1.05' CRUSHED AGGREGATE BASE / Ti- 8.5 1.00' COMPACTED NATIVE SUBGRADE R -VALUE= 25 A STINE ROAD STREET SECTION (ARTERIAL 2 STA: 41+00.00 - STA: 44+56.21 N.T.S. 30.0' C, (L 30.0' R/W I 5.0' 5.0' 20.0' 20.0' 5.0' 5.0' 1 , GUTTER W/ 4.5' SIDEWALK. 1 I 2% 2% % 2 2% I 0.25' -0-E9= ASPHALT CONCRETE PAVEMENT / DENSITY UNDER SIDEWALK 0 ch 0.50'-8:40' CRUSHED AGGREGATE BASE / CURB AND GUTTER TYP. Z 1.00' COMPACTED NATIVE SUBGRADE coUo / Y. 6" TYPE "B" CURB AND J_ + 0 111 GUTTER W/ 4.5' SIDEWALK. TI= 4.5COMPACT 0 6" MIN TO 95% MAX R -VALUE= J57 0.25' -0-E9= ASPHALT CONCRETE PAVEMENT / DENSITY UNDER SIDEWALK 0 ch 0.50'-8:40' CRUSHED AGGREGATE BASE / CURB AND GUTTER TYP. Z 1.00' COMPACTED NATIVE SUBGRADE coUo D 60' RW TYPICAL STREET SECTION 2 N.T.S. _I. PLOT DATE: 11"1011 w • Y. 110 J_ + 0 111 0 V ZO Z�+�==ccc o =Wi now 0 ch • LAJ :5 LOD ftfta ZVI o' vim Z cc = U acc coUo m W in III Q W aCO� UJ o T W z W co LLI • W Q ZOT Z =Wo8 Z ,.. Z .O W ::wr w • Y. J_ + 0 cm Z ZW c> V ZO Z�+�==ccc o a tW i CO)IL t acc W m JOB N . 157600 DATE 11/9/13 DR BY TG CK BY RM SCALE AS SHOWN SHEET NUMBER .2R OF 31 SHEETS ME: 7. 1.. /. - n E 0- 0 to 355 350 360 355 0 0 350 LO 0 D (D 0) 0 _j 0 1�1 00 .41 it . 00 (0 n 0 C3 Z (f) 0) + +0 n 0 0 CN 17.5' 17.5 +' C14 N 0 TYP. TYP. o6 o6 14- + _j 11 w 0 M 04 + 04 12 o 04 6 U- 6 0) C" 0 M 10 9 8 7 + _j 0 lo- It U- U_j 0 0 0 0 0 - II 04 04 _ci Cn3 C5 _j C3 d C4 Lr) C14 0 ul 04 N n to ao N IM Vi m: x N11 yl 777T\T 0 r- TYP =1 C%4 \ST. LIGHT 10+QO 11+00 12+00 627X7 F_: V) 0 i - /1/1+_ -}_ I SS SS SS SS SS SS in 09 17+25.40 CRYSTAL CASCADE LANE 16+00 627X5 12+80.21 RUSHING BROOK ROAD D 1 0 6.. 0 SEE SHEET 8 STYP 3 RUSHING BROOK !=- SS - 35.00' SS A _� SS ROAD C3 CF) 00I 0) 0-i 0-i 1q. 0-i 0-i It 10- N _j OR 'It 0 r- 0 LO 0 00 00 0 10' 1 0 0 LO 0 LO 0 8 0 LOOO r- + C5 N C3 C3 -1 3dl + + DN + + ci r1_ + 6 90*00'00" ___]l Y a 20'_ 0' 10, 31.42' 20.00' 3 2 wM M Ld 0 (0 172 0 0 M 0 q- 'q- %_.1 0) c; 6 173 04 L0 �R/W 00 N V1 yl N I "-FL n 0 -1 ") 1. Llk.7 3 2 TYP to I M M- 3+ 00 3+00 31 NT9-48'08"W 14+00 15+00 -1 SS -L----41---725.40'- ss -ST. LIGHT SSSS - I � 627X6 FL ia V �\11 717- 1A ._1 -- --- - - 7 -cc 0 0) 0 0 0 0 0 0 0 0 b c; co b b d a 6 6 0) L0 r- te) L0 - 'd- + + + + + + + 06 (0 0 C14 n C141 + _041 L0 K) t 04 r- 0) C14 C4 00 + c6 C-->] 0 C14 pli 0 13 0+ 14 '+' 15 16 17 18 "': 19 20 21 22 _j 0 17.5' 17.5' 0 T_ _j + TYP. TYP.' U- 0 w, M 0 M (L 0104 10+00.00 q CRYSTAL CASCADE LANE OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH -SS- PROPOSED SEWER LINE 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 0 PROPOSED SEWER MANHOLEO C R CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A _______SD----------- PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD @ PROPOSED STORM DRAIN MANHOLE D-14 AND D-16 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD C PROPOSED CATCH BASIN ST -13 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 RIGHT-OF-WAY INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 wo, aw ro TRACT BOUNDARY INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 10+00 11+00 12+00 13+00 14+00 YSTAL 15+00 c*4 0 16+00 627X5 19 1 00 D SD D 1 0 6.. 0 Iss -j- STYP 3 SS 11 !=- SS - 35.00' SS A _� SS b 0,11 C3 CF) 35.00' 14.29' 44*24'55" C4 31.42' 163 3 b c014 "*-"l 64 31.42' 20.00' 20.00' 90*00'00" 10 31.42' 20.00' 20.00' 90*00'00" C7 Vi 1\1 A 20.00' 90*00'00" C8 27.13' ---7y 0 44*24'55" C9 05 42.00' 42.87' 59 M 04 T ,I- 44-24-55" R/W 1q_ �7 . . ...... .. ... 0 .14- C5 rl- 6 n ......... 24 C5 N + 0 . . . . ........ .. . .. ......... .. . + (0 00 . ............ ... /1 cn L 3C 161 C14 + CIO 0) oc (D 14- z .0 - 04 c) cq .,* . ..... . 0 C14 00 4- ...... ...... .... . . 4 r- 0 It 01 0 1 Y 20V) 1 120' 10, 0 0 L6 23 + Lr) Lci Go to... 0 0 I V) LO r�'. ui 6 co + r- 162 66 C14 10 + + LO L + + 4 + 00 04 0 -0-0 c� + 0 O 050 + z c�O ul '0 C) iLO 4- m0 UN 00 M N uo w 14- 00 M * 010 WN M16 UN cc 0 SEE SHEET 8 0 RUSHING BROOK C:). cn ROAD 0 171 0 0 q- 'd- ri ui 00 C5 C1 197.06' 000) 42.87' -I- - - _� It �I_j ewe Sz/1__`9+00 I- 5300.89'- SS 0 CURVE TABLE 0 CURVE LENGTH c; 00 TANGENT C5 C1 197.06' 42.00' 42.87' 268*49'50" C2 27.13' 35.00' 14.29' 00 C3 CF) 35.00' 14.29' 44*24'55" C4 31.42' 163 20.00' "*-"l 64 31.42' 20.00' 20.00' 90*00'00" N r- + 31.42' 20.00' 20.00' 90*00'00" C7 31.42' 20.00' 20.00' 90*00'00" C8 27.13' 35.00' 0 44*24'55" C9 197.06' 42.00' 42.87' 268*49'50" M 04 CASCADE LANE 0 40' 60' 80' 1:40M E 0 M E NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 16+00 17+00 18+00 19+00 20+00 CD 0 0 20 O N (D < 20 � � E 20+26.30 CRYSTAL CASCADE LANE 0 �r)- to (0 :.3,006 % 0 LZ0 iz (_0 OR co CO r q a O 0 cyj n 5 ro M 0) 0 � -V :2 0 -5,1 00 0 We t.w L00 c() u - w D + 169 00 Jc? ZID �s 10 0 z V) _j U LL- _ 00 Aw 2 168 C6 06 U2) T T C14 04 as M: = 20+00 SS ST. LIGHT 627X4 00 (0 LO 0 (6 0i + 0) 0 + CD 165 ,I LL_ _j U- 167 �9 90 166 i 10+00 11+00 12+00 13+00 14+00 15+00 16+00i 17+00 18+00 19+00 20+00 360 355 350 C/) z z cl) < Lu _j UJ Q_ z 0 �- uJ Z U) ui 0 uj 2 LZ 0 w 15- <> r, Q L) 0 Lo (n < W U-5 Q_ < (0 0 ci < < z U- 0 F_ W 1- -6z -6z U) uj C-) w o < Lu Ile co L) M A? Permit -Seal 360 e No. 59320 Exp. 06/30/09 CIVIL 355 7 350 Project Number. 20250054 File Name: ACV AM JRC 07.01.19 Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. Revision Sheet 0 3 of 31 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 197.06' 42.00' 42.87' 268*49'50" C2 27.13' 35.00' 14.29' 44*24'55" C3 1 27.13' 35.00' 14.29' 44*24'55" C4 31.42' 20.00' 20.00' 90*00'00" C5 31.42' 20.00' 20.00' 90*00'00" C6 31.42' 20.00' 20.00' 90*00'00" C7 31.42' 20.00' 20.00' 90*00'00" C8 27.13' 35.00' 14.29' 44*24'55" C9 197.06' 42.00' 42.87' 268*49'50" 1 C10 27.13' 1 35.00' 1 14.29' 44-24-55" i 10+00 11+00 12+00 13+00 14+00 15+00 16+00i 17+00 18+00 19+00 20+00 360 355 350 C/) z z cl) < Lu _j UJ Q_ z 0 �- uJ Z U) ui 0 uj 2 LZ 0 w 15- <> r, Q L) 0 Lo (n < W U-5 Q_ < (0 0 ci < < z U- 0 F_ W 1- -6z -6z U) uj C-) w o < Lu Ile co L) M A? Permit -Seal 360 e No. 59320 Exp. 06/30/09 CIVIL 355 7 350 Project Number. 20250054 File Name: ACV AM JRC 07.01.19 Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. Revision Sheet 0 3 of 31 . . ...... .. ... ......... . . . . ........ .. . .. ......... .. . .. . . . .. ... ... .. . . ............ ... ..... . .... . .. .... ... . oc (D 14- z .0 0 10- 04 c) cq .,* . ..... . 0 C14 (D z 4- ...... ...... .... . . . ... .... ........ .. . p. 01 od 0 (0 L0 Lr) 00 to... V) LO r�'. LLI In 66 C14 10 LO L 4 + < + + + 050 + z rt) +Z r7 iLO 4- PF) cc 0 0 C:). cn 0 ...... .. .. .... . ... . .... 17 Lr N ri LO LL� LJ EXISTING GROUND' a Q. Ld 0, a) Of 0 .. .. ......... t... .. + + L0 K) ... ... .. .. ..... .. CE 0 M z Lq ......... ... . . ..... .... . . CF) . ... ..... . . ....... . CL ...... ..... ... .. . ... . .. .. ... M a. ...... ...... . . . .. . . ..... ....... J. .... .. .. . . .. .. .. .... .. . ....... 27. 1' ...... -0.35% (L 0.23% 1 0 C. -0 . ......... . . .. ... . ................. ......... .... . ....... ... . . . ........ .. . ...... ... . . .. ... .... ...... ...... . . . .. ......... .... ... ..... .......... . ..... .. ........... .. .................... ...... IORTH FLOWLINE .. ... .......... .. .... .... : . ................ ....... . .. ......... ....... ......... . ... . . . . ....... 27 98.53 ........... 0.48% ST4 0.487c -- �C I ................ .. ... ........ .. .......... ... . ...... ... . .......... ................ . .. ........ ....... . ... ....... . ... .......... . ..... ....... . . .. ... ....... .. .......... ... .. ........ .......... . ............. ........ . . . . ........... ............ . ...... . . ...... . ... ..... . . .. . ... ........ ...... .. . .. ... .......... . ............... . ...... ci . .......... .. t . ... ........ . .. .... ... .... .. .. ... ....... .... ........... . ... ....... ........ . ......... ...... . ........... .... ......... ...... ... . ..... ...... .. ... .. ... .. ........ .. . . ..... .. . ..... ... ... .............. .............. . .. . ...... ... ....... ..... .... .. ... ... .......... ... ...... .. .. ..............: .. .. .. .... - .. .1 ....... ....... . ....... ............... . .. .. ... . ... . ................. ... .. ........... ... ... .. ........ . ............ . ...... .. .. .. .... ... . . ....... . . ............. ... . .... ... ... .... ............. . ... .... . . . ......... ....... .. ...... ... .... .......... ...... ......... .. . ......... . ... ............. ................. ................. . .... ...... .. .... ... ......... . ......... . ................... ... .. .......... ........ ... .. . .. . .. ... .... ............. ........... ..... . .. ..... ....... ................ . . . .. ..... .... ................. .. .. . . . . . ... ... . .. . ............ .... . ... ... ....... ................ . . ...... ....... .. .. . ....... .. ........ .. . ... . . . . ....... ... .. . ....... ..... ............... . -------- - -- ..... .. .... .. . ............ ............. ......... ............. . ........... . . ............ .......... ............. . ............ ..... .... . ........ .. .............. . .... ...... .... ... ....... ........... ....... .... -- - - - - - ----- ­­- -4- . ......... . . .. cq C)d 0 .... -------- - -- -- . . . . . . . . . . . . ---------- .... ... .. ... .... ........ .. ... .. .... ............ ........ - --- --- ...... ... . . .... ..... .. ..... ..... ... . &♦ .. .............................. . . . . . . . . . . . . ... ................... ..... ..... .... ... .. ............... . .. ........ ...... . ..... . ... .. . ....... .. ....... ....... oc ..... ........ 0 qt! 0 (b JN_ ......... ... (0 00 I . 1 .... ..... . . .. ..... ........ ........... 04 0 .. ........ .. ... .......... ..... .......... ........ ..... ---- ------ .. .............. . . . . . . . .. . . . . ... .. . ............... . . ....... .. .. ... ..... .. .............. ....... ....... ..... ... .. . ....... .. ...... ... ......... ... ... .. ... .. ...... .. ........... ... ..... ........... .... . t4 + ..................................................... ...... . ..... .. c D . ..... .... .. ... ... . 2� .. .. . .... .. :.... ; .. ..... .... .. ... .. t ...... . ............ .... . ... ... . . .. ...... . ........... .. ...... .. .. ........... ... ......... ..... . .......... .... . .. ..... .. ... . ...... . ..... ... . . . .. .......... .. . . . z Lo . ... ......... ... 0wo. Lo _tn LO V tr to Z top i . ........ ................ .... ... ... .. . .. .. .. C) LO Lo 4 + + V + U-) (c 0 to 0 0.. LO 0) + . ........... ..... ..... .. .. ...... .............. ............. 0 ..... ...... . .......... . . . . ....... . . ......... . ...... . .... .. .... . . ....... ........ ... ... .......... . .... .. ... .. . . . ..... ... .. .. ... ... . .... .... . ............ uj U-2, ... tE . ....... . ...... . . .. .... ..... . .... . ...... ...... . .... ....... ... . 0) 0) L0 ....... . .. o ................ L J CN 3 0 Q_� AJ 0 0 1 M U) -�:, OL 0) cy) - ---- -- U it Z_ z r. Cf- ............ ........... ...... ..... .......... .. .. .... . ............... . ... .. .... .. . ...... ....... . . . ..... .... .. .. . ............. D . . .. ...... . . ......... . .... .. ..... .. . .. ...... . ........ . 1—- 4 . .. ..... .. .... .. ...... . .. .... i . .......... c ................. M .......... . . .. ....... 1 M 0- ............. .......... . .... 1.!... ..... ...... . ....... ...... ........... .. .......... ..... .......... . .. ......... . ........... ..... .... .. ..... ........... . ...... . . .... .. ............ . . ........ .20 201,s z . . . . . ..... ..... ...... ... 5: 8 3$ 27.13 ------ ------ -------- - -a.' 35 % 22% > )% ........... .... . ..... ...... .... . ...... . ...... ... ....... O.C. . ............. .............. ......... . .. . ... ...... > . . 0 C. ..... ... . ............ .......... . . . ............. ...... . ........... ...... .. .. I... . ..... ...... .. ..... ........... .. ...... ....... ......... .... .... I I I I - I., .. ............... . .... ...... . ......... ..... .... ..... ........... .. .... . ......... ... ..... ... . .... ...... .. ... ................. ........ ... .. 27A 3' 53' 1 .............. - - ---- SOUTK FLOWLINE 0-48, 0. C. ...... .... ...... .... . .. ... . ....... ................. ....... . ...... .... ... ....... ............. ... ......... .......... ........... ... .. .... .. .. .... .......... . ... ........ .. ......... . ..... .... . .. ........ ... ........ . ...... .. .... .. .. ..... . ..... .. ... ............ .... ....... . ...... ... ... ... . . ... . .... . . ... . .... ........ .... ..... G .... . . ... ..................... . ... ..... ... . ............. ....... . ...... .. ...... .. . ............ ...... . ..... . ............. . . . ..... . ......... .. ......... . ........... ............. z . ......... ... . . . ..... ... ... ......... ...... . ....... . ... .. ............ .. . . ............ . ....... . .. ..... ............. ... .. .. .... . . ........ ... . ....... .. . .. . ......... . . ...... ........... . .. ......... .. .... ........ ... ... ........... ................ . . ....... ... ............ SCALE: ................... . . ... .. ... . . ............ .. ................. . ... ............ ... ....... . ............ ...... .. ... ..... ....... .... ......... .. ..... .. ... . ........ ... . .... . ... .. .. ..... . .... . ... ....... .. . .. .. .. ........ . ... ....... .... . .. .......... ... .. .. ....... ... ..... . ... . ..... . .... .... .. .......... .... ............ ....... ..... . .. ...... ... ... ... . ........ . .............. . . . ... .... .. ............. . ..... .... .... ..... ......... . . .. ............. . . .... . ......... . .. ............ . ............... .... .. ........ ...... . . . ............. .. .............. ... . ... .... ... .. . .. ......... .............. . ................. HORIZ. 1 40 - - ------- -- ----------- VERT. 1 4 i 10+00 11+00 12+00 13+00 14+00 15+00 16+00i 17+00 18+00 19+00 20+00 360 355 350 C/) z z cl) < Lu _j UJ Q_ z 0 �- uJ Z U) ui 0 uj 2 LZ 0 w 15- <> r, Q L) 0 Lo (n < W U-5 Q_ < (0 0 ci < < z U- 0 F_ W 1- -6z -6z U) uj C-) w o < Lu Ile co L) M A? Permit -Seal 360 e No. 59320 Exp. 06/30/09 CIVIL 355 7 350 Project Number. 20250054 File Name: ACV AM JRC 07.01.19 Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. Revision Sheet 0 3 of 31 365 360 355 365 •t 0 0 0 V g i1 20' rnr l 0' 1 11 SEE SHEET 7 TORRENT WAY CLARION LEGEND CURVE TABLE 07.01.19 CURVE LENGTH RADIUS OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH S PROPOSED SEWER LINE C2 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 35.00' PROPOSED SEWER MANHOLE O CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A __. _.. D. .._._.....___. ` PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 31.42' PROPOSED STORM DRAIN MANHOLE C6 D-14 AND D-16 35.00' 6.94' 22'25'35" C7 54.98' 35.00' 35.00' 90'00'00" C8 PROPOSED CATCH BASIN p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD I` Y m ST -13 PROPOSED FIRE HYDRANT INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 — — RIGHT—OF—WAY -o INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 w va rm m _wo TRACT BOUNDARY _ IAI('�TAI i ncnn I IUACKI CTDCCT I I(_`I-JT PSR r n R cTn qT-14 SEE SHEET 8 RUSHING BROOK -. nnAr% .... 10+00.00 (� RUSHING BROOK ROAD CHANNEL LANE 0 40' 60' 80' 1:40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. CLARION CHANNEL LANE � 1gk 154 FL 20+30.33 I 152' SEE SHEET 10 BURNISHED BRONZE DRIVE 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 365 360 355 365 360 355 U CURVE TABLE 07.01.19 CURVE LENGTH RADIUS TANGENT DELTA C1 197.70' 84.00' 202.06' 134'51'11" C2 13.70' 35.00' 6.94' 22'25'35" C3 54,98' 35.00' 35.00' 90'00'00" C4 31.42' 20.00' 20.00' 90'00'00" C5 31.42' 20.00' 20.00' 90'00'00" C6 13.70' 35.00' 6.94' 22'25'35" C7 54.98' 35.00' 35.00' 90'00'00" C8 197.70' 84.00' 202.06' 134.51'11" 0 40' 60' 80' 1:40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. CLARION CHANNEL LANE � 1gk 154 FL 20+30.33 I 152' SEE SHEET 10 BURNISHED BRONZE DRIVE 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 365 360 355 365 360 355 U 00 07.01.19 C 0 a� Z Q `o a0 � C � O O 0 m of 31 �i —j W Uca; cp E O V cfl co v .per O Ov-� m � Qcr m� Q ` O c� y O m -i� p w AE00 O M 0 o..0 'i m rnm v` m Cw-0 cocas mi U) W O U u- a.a 0 Q cl Z o i5 v Permit -Seal No. 59320 Exp. 06/30/09 Tr_ CIVIL .t ,N Project Number: 20250054 File Name: ACV AJW 00 07.01.19 (/) 0 a� Z Q `o a0 � T � � 0 m of 31 �i —j W adiTmOd c o` o -17 O .per O Ov-� m � Qcr m� Q ` O O c z� 00 w AE00 O Z o..0 'i m rnm v` m Cw-0 cocas mi f O 6.0 p V.0n U602 ai p mEE0.cp� U - v 0 _ o No. 59320 Exp. 06/30/09 Tr_ CIVIL .t ,N Project Number: 20250054 File Name: ACV AJW CV 07.01.19 (/) 0 YY.MM.DD Z Q Z Q W � 0 4 of 31 —j W Q W W -17 CL Qcr U-) Q _ CU z� w Z O W F— ai 0�W U w U (1) I` Y m No. 59320 Exp. 06/30/09 Tr_ CIVIL .t ,N Project Number: 20250054 File Name: ACV AJW JRC 07.01.19 own. Chkd. Dsan, YY.MM.DD Drawing No. Revision Sheet 0 4 of 31 1, l -L55 7 h' 365 360 355 365 C a 360 r` 0 O+ 3 to 0 0 355 W c� 3 0 0 4 LO 0 0 i N U O O i 128 � 0 ST. LIGHT HP FL 09+28.23 NORTH HP FL 09+28.23 SOUTH 129 10+00.00 q-: RIVULET RUN COURT 0gk �� 56 TYP 1 co ^tri' N � O� + N 1307 131 I.L. NoI� 0 00 0 RAW O O OD 132LID 133 op O Uo WIN LEGEND CURVE TABLE 00 CURVE LENGTH OCONSTRUCT O O LoJ CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 127 (o+ + 126 O + N 125 L6 + r �- r W MANHOLE O •' U O O � DRAIN O3 CONSTRUCT TYPE "A" — _ ! 1 20.00' + RAW + I D-14 AND D-16 1 20.00' 120 119 90'00'00" C 2 \ CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13 N PROPOSED CATCH BASIN PROPOSED FIRE HYDRANT + FL 10 Q0 0 3 20' 20' EXISTING FIRE HYDRANT 11+00 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY .. SS SS SS 0gk �� 56 TYP 1 co ^tri' N � O� + N 1307 131 I.L. NoI� 0 00 0 RAW O O OD 132LID 133 op O Uo WIN LEGEND CURVE TABLE CV CURVE LENGTH OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS PROPOSED SEWER LINE 42,87' 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C2 PROPOSED SEWER MANHOLE 2O CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A M �0 PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 1 20.00' PROPOSED STORM DRAIN MANHOLE I D-14 AND D-16 1 20.00' 120 119 90'00'00" LL Q El CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13 N PROPOSED CATCH BASIN PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 0 3 20' 20' EXISTING FIRE HYDRANT 151 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY .. ... -ci- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 M s, un TRACT BOUNDARY , -a- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 _j of 9+00 10+00 11+00 O 17M Oo 124 123 122 17.5' 17.5' 121 "+' TYP. TYP. O O 0 O 0 O C.0 Ki 04 O N N N n Ci o N 12+00 S 89'48'08" E J1 3+00 o - SS) ST. LIGHT SS _ SS N IF 627X1 iM - - - - - - - - - - - - - - - - 3 00 00 � o o o o 149 + + + + I + I + + N N , n N 1 0i 0i 0i 0i N 'n `n 5 r- r- N O O C� C31 � � I cV N 0' 3 134 135 136 137 138 17.5' 17.5' 139 140 + 141 + 10' 20' 20' 1 ' TYP. TYP. o o 148 mN w4 I IT I i i SEE SHEET 10 BURNISHED BRONZE DRIVE SEE SHEET 10 BURNISHED BRONZE DRIVE 5' I 7 d + % 3 ,n 12+00 CURVE TABLE CV CURVE LENGTH to _j OJ 0J I 42.00' 42,87' 268'49'50" C2 27.13' 35.00' 14.29' 44'24'55" C3 27.13' Np 14.29' Np N SOI o 1 20.00' 20 00' 90'00'00" I 31.42' 1 20.00' 120 119 90'00'00" LL Q 118 +o c0 - N +o ° +d N co 10' 0 L 0 3 20' 20' 1 151 F- cr , , .. ... Permit -Seal , S , , _j of N t m W ! , 00 U L1J O O O t 0 U ' t t , I x N , =3 �i n 117 J , O m 4- I � o .- I 150 _ aK5" Pm i_ i ST• LIGHT 3 b r m CD 14+00 662.70' 627X2 15+00 _ 16+0�0' '--- SD I b � 4 SS �- SS r. SS SS - SS v r x , t...... + o 5' I 7 d + % 3 ,n 12+00 13+00 14+00 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (10.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 15+00 16+00 17+00 CURVE TABLE CV CURVE LENGTH RADIUS TANGENT DELTA C1 197.06' 42.00' 42,87' 268'49'50" C2 27.13' 35.00' 14.29' 44'24'55" C3 27.13' 35.00' 14.29' 44'24'55" C4 31.42' 1 20.00' 20 00' 90'00'00" C5 31.42' 1 20.00' 1 20 00' 1 90'00'00" 13+00 14+00 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (10.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 15+00 16+00 17+00 365 360 355 365 360 355 C3 o C O O ► o `v a ca = `U E �m o O v> c0 t0 c0i 0T3od U s ci y`otmc cq _�c M v M M F- l� 3 v O o a d V dV O” o z O V C/7 >i OOLL G.T r C O c a V V C i tt F VFC Q • Mn CV ACV AM JRC 07.01.19 � 0 DsQn. YY.MM.DD Drawing No. Z Z Q Q Sheet 0 W -� a O H W Z U Q — U LTJ CL O>r­ UOQ Q Z � LO c� a U LL Q ♦ 220 F- Z o W - 15 •-, Z Q f u— cn w 0 L t , , , .. ... Permit -Seal , S , , t , , i , > t t ' t t , , , i_ .. ._.. - i v r x , t...... ( a ... .... _ ..,... { , . 1 i C.... , - , i I f ' i � € ........ ..... .. f j 1 rto , C9 0 c0 _ O N - , 3 ._q i0) , t 4/ z r` ....E .. _. ......_..:............. . . . _._ .. _... , �f O t0 OD N e.. ...:. .... .... >.... ....... i � , ! .— 04 N L>: 00 , .- Pe , - ^ . tY V / , M W LO! to .. ... ...... .. .. ........... ... ... ... ..... .. ...... , .. ...... ....... ...«........ ...... ..... .......... f.........._ t ......... ... ... .. ,C14 < i , 14 O r " I , 1.I.. ... _.........._ ...... ........ i m LL I 7 N J , 3 'U f , U , NORTH. F OWLINE , t _-_ , , I t ! E J L., t s _. , i x, ! r , , , , , t , ! : x 0.20% 0. 2- 2 , _ 0.20 � ..... ... � ..... � -� --- —, —98 27 13 7 � L. E ,:C. . .53 O.C.0. C♦ ; > , E � , 1 31 .42 EXISTING GROUND , a i t i , e _................:...................._...:........... _......................;..... ... ...... .... _. t _.............. __... 2 : x , i , { i f , F t [ x 1 1 r x j , f ...... ........ .... ................... ............ .... ..... .. ... ......... ............ .... _.......... . ...... ..... .. .... > .... ... ....... .. ( i ...... .. ....... ...... ..... .... .... .... ....... .. e i .... ........ ... ..._. ...... .... ....... ....... ... ...... ......... ....... ....... ..... ....... ....... ................_.. ...... ....... ..... ...................... ...... ....... ....... ...... ...... ....... .......... _. , _ ....... ...... ........ _........ .... _... ..........._._.......... ....... ....... e ... ....... .. .... ..... ...... ...... ...... , , i } , I ! , , t s i t i t , t i, ......... ..__.... _........ f ..... _..... .. ... ..............,. ... ....,. .._ ...... .... ......... .. ...... ....... ....... ....... ------------ ------------- ....................... { > r 7 , _... 00 N k , ` , , I , i , e O • to { : : t x , - t Q LO co tfT O 00 : O _. , ! , .... ,. _.............._f........_............ , M M N ! .01 � u'7 t�7 { , i e _. _...ILI_ N til d' , , , t._. , N , { . + + t , W 04 I i , , i , , f , , E , x t , : c 1 CU Lb l ..«............ .... ....... ........._.........._ ..... ..... a t � s Li ........................ , _.._.__...._. _. E XISTING RdUNb a. . ! .._.. ......„.._<......._... ._.... , ! , t , , 2 , , , , , f i i , s t i f t . 3 — .3 2713 ! _ ` ; ; � � f SOU TH � FLO IN E ............... !—.............-.:...............;........... ...•...... .. ..._.........v...........t......,.....e......._.......>.._.............. ..........n............._,. ....... _ ........................................ 0 C. i 31..42 i _r. U. , : t t , , t � _ y i i HORIZ 1 f 40 > , , _ I i VERT. 1 10+00 11+00 12+00 13+00 14+00 I 15+00 16+00 17+00 9+00 365 360 355 365 360 355 C3 o C O O ► o `v a ca = `U E �m o O v> c0 t0 c0i 0T3od U s ci y`otmc cq _�c M v M M F- l� 3 v O o a d V dV O” o z O V C/7 >i OOLL G.T r C O c a V V C i tt F VFC Q • Mn v J • W,y�� No. 59320 Exp, 06/30/09 rCIVIL /LIQ q Number. CV ACV AM JRC 07.01.19 � 0 DsQn. YY.MM.DD Drawing No. Z Z Q Q Sheet 0 W -� a O H W Z U Q — U LTJ CL O>r­ UOQ Q Z � LO c� a U LL Q ♦ 220 F- Z o W - 15 •-, Z Q W W I- J Liu U 0_ u— cn w 0 L Y V Permit -Seal v J • W,y�� No. 59320 Exp, 06/30/09 rCIVIL /LIQ q Number. -Project20250054 File Nome: ACV AM JRC 07.01.19 Dwn. Chkd• DsQn. YY.MM.DD Drawing No. Revision Sheet 0 5 of 31 360 355 350 360 355 � 350 i i 44 © •• • • •' SSSS SS • 0 0 of O + O Vl LO 0 O am LO + 95 94 17.5 17.5' TYP. TYP. p SEE SHEET 7 N1 N � + N1 N TORRENT OCONSTRUCT 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. T 20.00' WAY OJ 00 OJ 00 tnJ 0)0 CASE I I 00 0 It C3 �o o STORM 09 3 rn oN o+04 v I- 4 6 1 20 20 1 H rn �V STORM N J� � 0 DI °° W O a O +-� BASIN U SURVEY MONUMENT ENCASEMENT PER C.O.B. STD < QJ m� 98 O Fi I � + 45 I � i i 44 © •• • • •' SSSS SS • 0 0 of O + O Vl LO 0 O am LO + 95 94 17.5 17.5' TYP. TYP. p 0 D N1 N � + N1 N TANGENT OCONSTRUCT 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. PON 91 0 J o C 0 89 ( 88LO 1 U J I M00 M U' o; . Ln LO ST. LIGHT FL 627W2 16+00 14+00 15, +c� 12+00 S 89.48'08" E 13+00 — 666.95 4_ _ — + —1 —� - SS P S S �T. LIGHT 6S — SS 1 SS 627W1 FL 0 -- — 0 — 00 —0 00 00 o — — r 0 C' Qi vi 3 of r3 6 R /W r 0) °' o n p rn `n + + : + + + u7 in , N 1 r� N.) ST. LIGHT 627W3 0 74 o J 0 3c N 17.5' 17.5' + J tO 83 `l 1 20'1 0' 1 ' + � o w 77 78 TYP. TYP. 79 80 81 82 U o M 84 ` 0 75 76 i I I W00 WO mN I I I M6 wcov ! I SEE SHEET 7 BLACK PEARL COURT TORRENT WAY LEGEND STD ST -1 WITH SS— PROPOSED SEWER LINE TYPE "B" CURB AND GUTTER PER C.O.B. CURVE LENGTH RADIUS TANGENT OCONSTRUCT 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. T 20.00' PROPOSED SEWER MANHOLE OCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A S X STORM DRAIN rn � "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 05 PROPOSED STORM + 35.00' D-14 AND D-16 44'24'55" U O O CATCH BASIN rnnlcTPIIe-T qTn SURVEY MONUMENT ENCASEMENT PER C.O.B. STD O Fi + 0 74 o J 0 3c N 17.5' 17.5' + J tO 83 `l 1 20'1 0' 1 ' + � o w 77 78 TYP. TYP. 79 80 81 82 U o M 84 ` 0 75 76 i I I W00 WO mN I I I M6 wcov ! I SEE SHEET 7 BLACK PEARL COURT TORRENT WAY LEGEND STD ST -1 WITH SS— PROPOSED SEWER LINE ro 95 HP FL 17+38.72 NORTH HP FL 17+38.72 SOUTH 0 40' 60' 80' 1:40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG e "^k In P'I ITTCDC 1=1 nWI WF � o ac 0 cO �O 5 +• O N o w ai Q 0 cfl to E (D_ o UC/) (D cfl �c000 U .+ I . cc a) n o aCL 5 c o i o 0 «a v M —y o 3 ��t"n��o cA m 0)t- t+- 3 v 002,10 �L.. ,, S ac,S0 N 0 0 0-.L" > 10, is 00 0�, 8 c ai c� m ct ID TYPE "B" CURB AND GUTTER PER C.O.B. CURVE LENGTH RADIUS TANGENT OCONSTRUCT 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 20.00' PROPOSED SEWER MANHOLE OCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A S PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 05 PROPOSED STORM DRAIN MANHOLE 35.00' D-14 AND D-16 44'24'55" U go PROPOSED CATCH BASIN rnnlcTPIIe-T qTn SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ro 95 HP FL 17+38.72 NORTH HP FL 17+38.72 SOUTH 0 40' 60' 80' 1:40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG e "^k In P'I ITTCDC 1=1 nWI WF � o ac 0 cO �O 5 +• O N o w ai Q 0 cfl to E (D_ o UC/) (D cfl �c000 U .+ I . cc a) n o aCL 5 c o i o 0 «a v M —y o 3 ��t"n��o cA m 0)t- t+- 3 v 002,10 �L.. ,, S ac,S0 N 0 0 0-.L" > 10, is 00 0�, 8 c ai c� m ct ID CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C131.42' w 0 20.00' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" C3 27.13' 35.00' 14.29' 44'24'55" C4 197.06' 42.00' 42.87' 268'49'50" C5 27.13' 35.00' 14.29' 44'24'55" ro 95 HP FL 17+38.72 NORTH HP FL 17+38.72 SOUTH 0 40' 60' 80' 1:40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG e "^k In P'I ITTCDC 1=1 nWI WF � o ac 0 cO �O 5 +• O N o w ai Q 0 cfl to E (D_ o UC/) (D cfl �c000 U .+ I . cc a) n o aCL 5 c o i o 0 «a v M —y o 3 ��t"n��o cA m 0)t- t+- 3 v 002,10 �L.. ,, S ac,S0 N 0 0 0-.L" > 10, is 00 0�, 8 c ai c� m ct ID No. 59320 Exp. A 3009 f CIVIL Project Number: 20250054 File Name: ACV AJw JRC 07.01.19 Dwn Chkd. DSan. YY.MM.DD Drawing No. Revision Sheet 0 6 of 31 C*4 U) 0 � Z Z � Q - w 0 CL w _ �—' ~W Q OUJI r, U Oa.. U� c.0 U La M 0 Z W p Z YW F - UW U LL w U) ool C i- m U Permit -Seal , ._.� No. 59320 Exp. A 3009 f CIVIL Project Number: 20250054 File Name: ACV AJw JRC 07.01.19 Dwn Chkd. DSan. YY.MM.DD Drawing No. Revision Sheet 0 6 of 31 360 355 350 360 E M N 355 0 M O O 3 v 0 350 V) of i 0 3 V 19+99.49 TORRENT WAY 0 8 10+00.00 TWINKLE 8 k nclto u7 C9 N co 42 Aj\Ld L0O O + O W� RETENTION 0 ll' 0 Y BASIN jj�II iii " R I 8 N 11i Ili w v Ps sill III Ili \ -- mTILI � 0 1 31.42' i` II LANE .t c-4 In q-- to 19+99.49 TORRENT WAY 0 8 10+00.00 TWINKLE LANE -' I 43 co 42 O L0O O + O O RETENTION 0 "ui W Q BASIN + " + 8 N Otol N m I 1' 1_"- —EXIST, 10 -ISS-— — 19+00 SS 20+00— SS X1179.84' 2 ---ST. _ LIGHT TYP 62708 LEGEND TYP - SS - --2 +00 -- SS� --- �_ SIS280.00'---- rn �t- to o I , 73 45 ± Q 3 I N Z z + N a, 1 20' 0' ,I D X rnrn p' 3 �r �r U w OW 0) 0i6 0i M cz 3= 0 8 SEE SHEET 9 N of N I 43 co 42 co r -.4-44 N N ,� N N N 0 � W Q o o TWINKLE 8 8 0o� m m_ mN w4 20.00' m� WN � 0 1 31.42' 74 98 LANE .t c-4 In q-- 90'00'00" 6 u 54.98' 35.00' cj�tjN W 20' 10'� PROPOSED N + N SIGN PER C.O.B. STD. T-1 ry p' 3 134'51'11" CONSTRUCT RESIDENT N N 22+79.49 q _TORRENT WAY 10+00.00 q BLACK PEARL COURT 17.5'. 17.5' TYP. I TYP. I SEE SHEET 8 17.5' 17.5' N of 00Q I I 43 co 42 co r -.4-44 N N ,� N N N 0 � — — _ N — — — N N ui + 25+25.16 `-FL SS22±00- SSN00'11'S2" 23+ 00 CS 06^5 2�4 SS SD SO . ----ST. _.LIGHT STYP1 0 F 0 i 627U9 3 v� SEE SHEET 8 17.5' 17.5' 0i LUSTROUS pj co J J N Cfl C0 JJ � g00 o ui oLANE 25+25.16 LO 0o� 00 w N 11+92.44 LUSTROUS LANE 20.00' 20.00' 90'00'00" C5 1 31.42' 74 98 N .t c-4 In q-- 90'00'00" 6 u 54.98' 35.00' cj�tjN 90'00'00" 20' 10'� PROPOSED N + N SIGN PER C.O.B. STD. T-1 . p' 3 134'51'11" CONSTRUCT RESIDENT N N RIGHT-OF-WAY (j 0 INSTALL 5800 LUMEN 0�1 TRACT BOUNDARY 20' 20' 1 �0 U W I n_jLnn )n -i nn M 41 W 22+00 --I 5 40 0 CDN c:� \ i -R /W cfl N h G C'V1 6 N ST. LIGHT .. TYP 2 `n 627W4S 25+00 S 0 - 26+0-07-C S SD SC? 501..86' c v� 30 30 CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS 17.5' 17.5' 0i 60 �3 pj TYP. TYP. SEWER MANHOLE SEE SHEET 6 N N � >- dam-, >- n1i 25+25.16 N W 0 0 00 w N 11+92.44 LUSTROUS LANE 20.00' 20.00' 90'00'00" C5 1 31.42' 74 98 N 99 N N N CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 90'00'00" C7 54.98' 35.00' ST -13 90'00'00" 20' 10'� PROPOSED 0' + e' SIGN PER C.O.B. STD. T-1 . EXISTING FIRE HYDRANT 134'51'11" CONSTRUCT RESIDENT 0) 30 30 CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS 17.5' 17.5' 0i 60 Qi pj TYP. TYP. SEWER MANHOLE SEE SHEET 6 N N TORRENT WAY N STORM DRAIN a o 25+25.16 N W 0 BLACK PEARL m 0 w N 11+92.44 LUSTROUS LANE 20.00' 20.00' 90'00'00" C5 1 31.42' 20.00' COURT o7 PROPOSED CATCH BASIN OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS PROPOSED SEWER LINE TANGENT 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C1 PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88AI 31.42' PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD @ PROPOSED STORM DRAIN MANHOLE C4 D-14 AND D-16 20.00' 20.00' 90'00'00" C5 1 31.42' 20.00' 20.00' o7 PROPOSED CATCH BASIN ID CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 90'00'00" C7 54.98' 35.00' ST -13 90'00'00" C8 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 197.70' EXISTING FIRE HYDRANT 134'51'11" CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY (j -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TRACT BOUNDARY �- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 CONSTRUCTION LIMITS Permit I n_jLnn )n -i nn 91 +nn 22+00 23+00 24+00 25+00 4 �R/W 4 LO N N 101 N 100 28+39.49 CE TORRENT WAY 10+00.00 li- CLARION CHANNEL LANE O J 1- 0 0 r, I Mca �- O U 39 w 38 37 11Z: + + M N 36 tK N X 114, ca �, 35 N_7+00 314.331 c8+00 9 \ p SD SIS ST. LIGHT SIS \ 8k86 A6 N 627W5 F� 2 34 It 4 5' I 102 N 103 ► 5' I � � FL 29+30.50 0) a, E;, PRC FL 29+50.49 00 lo- ai I co SEE SHEET 4 "b"CLARION CHANNEL 00 U u') °°" W Lc' LANE 0 40' 60' 80' 1:40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 26+00 27+00 28+00 i 19+00 20+00 21+00 22+00 23+00 24+00 15+UU 1b+UU L /+UU �a-ruu 360 355 350 .N 355 350 CURVE TABLE N CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" C3 31.42' 20.00' 20.00' 90100'00" C4 1 31.42' 20.00' 20.00' 90'00'00" C5 1 31.42' 20.00' 20.00' 90'00'00" C6 31.42' 20.00' 20.00' 90'00'00" C7 54.98' 35.00' 1 35.00' 90'00'00" C8 13.70' 35.00' 1 6.94' 22'25'35" C9 197.70' 84.00' 202.06' 134'51'11" 24+00 25+00 4 �R/W 4 LO N N 101 N 100 28+39.49 CE TORRENT WAY 10+00.00 li- CLARION CHANNEL LANE O J 1- 0 0 r, I Mca �- O U 39 w 38 37 11Z: + + M N 36 tK N X 114, ca �, 35 N_7+00 314.331 c8+00 9 \ p SD SIS ST. LIGHT SIS \ 8k86 A6 N 627W5 F� 2 34 It 4 5' I 102 N 103 ► 5' I � � FL 29+30.50 0) a, E;, PRC FL 29+50.49 00 lo- ai I co SEE SHEET 4 "b"CLARION CHANNEL 00 U u') °°" W Lc' LANE 0 40' 60' 80' 1:40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 26+00 27+00 28+00 i 19+00 20+00 21+00 22+00 23+00 24+00 15+UU 1b+UU L /+UU �a-ruu 360 355 350 .N 355 350 No. 59320 EXP• 00130/09 Project Number. 20250054 File Name: ACV AM JRC 07.01.19 Dwn. &kd. Dsan. YY.MM.DD Drawing No. Revision Sheet O 7 of 31 N C/) 0 Z Z Cn Q Q Ja V_ cn Z u U �_ U- w Q CL Lo QL v O o O Z Z w WW H WEDU U) o Q W� Y (j �U) pQp a� U Permit -Seal No. 59320 EXP• 00130/09 Project Number. 20250054 File Name: ACV AM JRC 07.01.19 Dwn. &kd. Dsan. YY.MM.DD Drawing No. Revision Sheet O 7 of 31 360 355 350 360 CL r M 355 0 0 0 3 00 0 350 a c� 3 0 0 L0 0 0 N U N O i SEE SHEET 19 MOUNTAIN RIDGE DRIVE INJ NJ tJ tot w0 �O + > 10+QQ No S89'48'08". E 11 +QQ 0o I O L0 ON R/W ON 30.16' 3 W Z uj 3 + Nt + I Ir- �W�� - J� N Zo-Q I I m (n w I- � U Z / E O WZ \ SEE SHEET 7 TORRENT WAY -Jt -j ZQ (VO NO I s ( J3 ,n o � 0 0 3 ±N±�1' 20' 20' 1'� Dw 40 V) C:) 101 o m w I R/W J c� 5 tD � Iri N N N + u to I 'n I I ! > 10+QQ No S89'48'08". E 11 +QQ 0o o + TYP TYP 1 R/W O oo 30.16' 3 W Z uj 3 + Nt + I Ir- �W�� - J� M N ¢ Zo-Q I / (n Z I- � U Z / E O WZ �Q- Ld zo � N N N + u to I 'n I I ! o�Q Y -j OW O Z w Z M U U Z s0 V� �Q U 111 O0.1 0 OO SEE SHEET 4 CLARION CHANNEL 112 o J 0 LANE Ng *o I I +o +o O �t O N 110' 3 1 20' 20' l R/W m w 12+80.21 RUSHING BROOK ROAD 17+25.40 CRYSTAL CASCADE LANE SEE , SHEET 3 CRYSTAL CASCADE fo CURVE TABLE E-�z00 No �o 0o TANGENT DELTA C1 R/W O oo 30.16' a'o C2 0 3 NN Nt + I Ir- J� MN �N M N ¢ C4 31.42' 20.00' 0 3 d r-+ C5 31.42' 20.00' 20.00' � w 1 v w 20 20 _ 31.42' 99 20.00' L-0 =,<�v 31.42' ( M 90'00'00" c�0 31.42' 0 41 90'00'00" C10 31.42' 20.00' _= 90'00'00" C11 46.73' 30.00 I 0� C12 47.51' NO< U(n 30.39' ( +w O� +o: po LU c +� +w z W z Q cn Y o O I do6•- OMZW a> ► i + �� + �O Permit No NO �o �0 5 ♦+ N r -o a , 0 �N W UN m NwO VN N W-t SEE SHEET 19 m .*W SEE SHEET 7 MOUNTAIN RIDGE SEE TORRENT WAY 3 DRIVE CRYSTAL CASCADE o�Q Y -j OW O Z w Z M U U Z s0 V� �Q U 111 O0.1 0 OO SEE SHEET 4 CLARION CHANNEL 112 o J 0 LANE Ng *o I I +o +o O �t O N 110' 3 1 20' 20' l R/W m w 12+80.21 RUSHING BROOK ROAD 17+25.40 CRYSTAL CASCADE LANE SEE , SHEET 3 CRYSTAL CASCADE fo CURVE TABLE o LANE No �o 0o TANGENT DELTA C1 o O oo 30.16' a'o C2 M 20.00' NN Nt + I Ir- + �N MN �N d+d C4 31.42' 20.00' 0 3 90'00'00" C5 31.42' 20.00' 20.00' m w 2 20' -' v Ml v w R/W 00 of v 31.42' U) 25 24 z � C', s `n TYP r� o -- 10+Q.0 SS 1 11+00--- SS00'11'52"W------12+00-- SS SD I SD SD 280.21' SD b SD ! p N I(B C3 - -- - '' -- R/W 113 I 0' 3 1 0 6 160 161 1 2e 20' 1 'I + � + ' w o O Uo 0 C M d- W N SEE SHEET 4 CLARION CHANNEL LANE A-" LUSTRO S LANE LEGEND O1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH ------SS PROPOSED SEWER LINE INSTALL NEW 1 POST STOP SIGN PER 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. PROPOSED SEWER MANHOLE CAL TRANS UNIFORM SIGN CHART R1-1 (D CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD , PROPOSED STORM DRAIN MANHOLE D-14 AND D-16 R CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD `SC PROPOSED CATCH BASIN ST -13 APROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 km ru va TRACT BOUNDARY -o- lNCTAl i a5nn I uMFN STREET LIGHT PER C.O.B. STD. ST -14 .. li Y I1 59 13tOO SID •• CURVE TABLE tJ) CURVE LENGTH RADIUS TANGENT DELTA C1 47.28' 30.00' 30.16' 90'17'52" C2 31.42' 20.00' 20.00' 90'00'00" C3 46.97' 30.00' 29.84' 89'42'08" C4 31.42' 20.00' 20.00' 90'00'00" C5 31.42' 20.00' 20.00' 90'00'00" C6 31.42' 20.00' 20.00' 90'00'00" C7 31.42' 20.00' 20.00' 90'00'00" C8 31.42' 20.00' 20.00' 90'00'00" C9 31.42' 20.00' 20.00' 90'00'00" C10 31.42' 20.00' 20.00' 90'00'00" C11 46.73' 30.00 29.61' 89'15'25" C12 47.51' 1 30.00' 30.39' 90'44'35" .. li Y I1 59 13tOO SID •• SEE SHEET 2100 tJ) Q) BERKSHIRE w cr ROAD Y - O 3 3 M T 0 W 135 34' Z V� ` M mzQ 173 0 O J X �ZU) w + F-= N c0 V) to w a - N TYP N I 2 N N01 R/W LU c w l-- 0 z W z Q cn Y o O J to F- o N a> ► i + + Permit -Seal N •-o N r -o , I 1+�� `'o 1+�� -o �o N W-t I m .*W NmNm SEE SHEET 3 CRYSTAL CASCADE LANE SEE SHEET 2100 BERKSHIRE w cr ROAD Y O of= M Y 0 W 135 34' Z V� = M mzQ U) z� O J X �ZU) w + F-= N c0 V) (D w a - TYP + ZOO �or 2 PAIN+ T 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD %-R1_ SPECS. 8010-21 C-19 0 0 O M + + �o �M a 34' 00 00 mN WLO I SEE SHEET 21 BERKSHIRE ROAD 0 40' 60' 80' 1:40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. A • . ^^ 4 C 1 nn 360 355 350 360 355 350 w C) 0 0 w r� Co o L o o 0 o O a _ o 1I -CD a�odL N co co Lo o c U _ _ E U N n COCO or.+oa a� n U 0 1 3 c cn c0 cD ca 0 N 45 (n m rn ~ ti 3 d L •m�a�om O OO O Oi+ 2 c = 0 O- tl) O �OtL d.p b o 00 v O a).- O O al,e o m co co 0 0 n a Im Wye\ No. 59320 ?10/-Y/07 Project Number: 20250054 File Name: ACV AJW JRC 07.01.19 Dwn. Chkd. or,. YY.WO Drawing No. Revision Sheet 0 .8 of 31 Q III O Y O N mzQ U) z� O �ZU) w U �_ LL w a - Q ZOO �or ¢ U � = -O z LU c w l-- ci z W z Q F- w U C!1 Y Cn J to F- m a> U Permit -Seal Wye\ No. 59320 ?10/-Y/07 Project Number: 20250054 File Name: ACV AJW JRC 07.01.19 Dwn. Chkd. or,. YY.WO Drawing No. Revision Sheet 0 .8 of 31 360 355 350 360 355 350 SEE SHEET 7 ,V JI i Sf I Snig-h 1PA91 8S87 -rnnnnhl VNIA Y LEGEND PROPOSED SEWER LINE Oj CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH PROPOSED STORM DRAIN 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A DCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD — -- - D-14 AND D-16 20.00' EI CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD CONSTRUCTION LIMITS ST -13 1 20.00' + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 — CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 -� INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 Ci 1 na-nn 11 1 nn A n . ^1 TWINKLE LANE PROPOSED SEWER LINE File Nome: PROPOSED SEWER MANHOLE ------~-- - PROPOSED STORM DRAIN @ PROPOSED STORM DRAIN MANHOLE O a PROPOSED CATCH BASIN 20.00' PROPOSED FIRE HYDRANT 90'00'00" EXISTING FIRE HYDRANT — -- - RIGHT-OF-WAY 20.00' TRACT BOUNDARY C3 CONSTRUCTION LIMITS TWINKLE LANE 0 CS Lu o> riP�,��� °' a O N �pptm M .r 21 U cD Cfl E ~a. 0 N v" co cfl —nco�a°i 19+66.96 TWINKLE LANE v o ;`~' ('0 co Q ii ii 10+00.00 BURNISHED BRONZE DRIVE c i F C° `° oQ. iI Cu O Y M m c qP rnmw N V O.'a 0.9 — G V qZ�,O � O �� f _ t s `oos.3 L 21 CL 80.2 0ILI -- �.3 IST. 8"SS 11:11t., b 57+ 58 59 + I I I I a0. O z O ! U I I I I I mT I 05 p~ w VO w z Iri <a- m< o mm 0 40' 60' 80' 1:40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 360 355 350 360 355 Cn 2 U u - D Q Z c LD U Permit -Seal CURVE TABLE File Nome: CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" C3 31.42' 1 20.00' 1 20.00' 90'00'00" C4 31.42' 1 20.00' 1 20.00' 90'00'00" 0 CS Lu o> riP�,��� °' a O N �pptm M .r 21 U cD Cfl E ~a. 0 N v" co cfl —nco�a°i 19+66.96 TWINKLE LANE v o ;`~' ('0 co Q ii ii 10+00.00 BURNISHED BRONZE DRIVE c i F C° `° oQ. iI Cu O Y M m c qP rnmw N V O.'a 0.9 — G V qZ�,O � O �� f _ t s `oos.3 L 21 CL 80.2 0ILI -- �.3 IST. 8"SS 11:11t., b 57+ 58 59 + I I I I a0. O z O ! U I I I I I mT I 05 p~ w VO w z Iri <a- m< o mm 0 40' 60' 80' 1:40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 360 355 350 360 355 Cn 2 U u - D Q Z c LD U Permit -Seal No. 59320 \p. 06/30/09 ' CIVIL 10341 Project Number: N File Nome: 0 JRC 07.01.19 QQ Dsan YY MM DD Drawing No. CL Revision Sheet z 9 of 31 U) w wa wrt LO Q Z CD U Ci 0 W z W ZWU W W Y Cn F- m No. 59320 \p. 06/30/09 ' CIVIL 10341 Project Number: 20250054 File Nome: ACV AM JRC 07.01.19 Dwn. Chkd. Dsan YY MM DD Drawing No. Revision Sheet 0 9 of 31 365 360 355 365 E a 0 360 0 0 355 0 o: 3 5-1 0 17.5' TYP. 142 0 0 SEE SHEET 9 ON + OJ OJ d- .0 00 N 0 0 _ ap0 00O CO 00 TWINKLE 12+71.18 BURNISHED BRONZE DRIVE o' 3 I LIt Wo- 01 ~ _ 0000 r z_i- 1-- �� W O �- 20' 20' 1 10+00.00 q COOL RUSH TERRACE m w� W + xw W TYP. U LANE U) m N d w mW� Q z W�_ Q 0 Q wQ o O 0 0' � 3 - I o � O ZwU � w Y U °a- _ m U) H 17.5' AD 15+60.00 BURNISHED BRONZE DRIVE 0 M:2 LL U Permit -Seal TYP. a �j1 20' �' 1 CONSTRUCTION LIMITS a~ z a z w r _ 57 c� N 60 145 0 144 0 >a m o 0 0 w —' co I O o 0 0 0 143 -c,41 o O ~ O O 00 N W N+ w�k x ± N �R/W 17.5' TYP. 142 0 0 X100'11'52"Es 58 10 ClOss ss SS11+00 # 3 „ . `_ H _. w a< 12+00 111 i-1 `-�� s-5&—SD—SD 627U4 TYP aD li 10+00.00 BURNIS ED BRONZE DRIVE � II � 17 � 1 59 I [ 1 19+66.96 TWINKLE LANE I ; I + II :III U) -r FriI 0 0 X� III! II ! Z ww ZP-68 TPA= 8887 00 _ �� r1jX11kJX,1L!5 A 1\1 V, JI ,5An=5 w M 141 248.76' 50�__ SEE SHEET 5 RIVULET RUN COURT Lo N! N ON + OJ OJ d- X100'11'52"Es 58 10 ClOss ss SS11+00 # 3 „ . `_ H _. w a< 12+00 111 i-1 `-�� s-5&—SD—SD 627U4 TYP aD li 10+00.00 BURNIS ED BRONZE DRIVE � II � 17 � 1 59 I [ 1 19+66.96 TWINKLE LANE I ; I + II :III U) -r FriI 0 0 X� III! II ! Z ww ZP-68 TPA= 8887 00 _ �� r1jX11kJX,1L!5 A 1\1 V, JI ,5An=5 w M 141 248.76' 50�__ SEE SHEET 5 RIVULET RUN COURT Lo -j OJ OJ OJ OJ + .0 00 N 0 0 _ ap0 00O CO 00 O Lo_ N �N LO o' 3 I LIt ON 90'00'00" �� W 35.00' 20' 20' 1 147 u - N m W ' m W TYP. U o U) m N 117 _R/W 46,++ i AN i CV LO o + Lq o c� o 17.50' -t O cp Q N 1151 (0 152 n 20.00' + 153 0 154 90'00'00" �� CATCH BASIN 35.00' (::)j 147 u - 148 + 149 LO ST -13 O u- TYP. 84.00' o U) m N d Q mW� Q W�_ Q 0 Q �o u - o � O ZwU � w Y (n m U) H U N AD 15+60.00 BURNISHED BRONZE DRIVE 0 16+62.70 RIVULET RUN COURT TYP. SEE SHEET 4 CLARION CHANNEL LANE 0-1 O -j 0 J MO �O O OO N rN r -N 00 LO 51. Cm9 m W - 116 157 0 S LIGHT 6�27W8 FL 19+06.00 to o FL � TYP -& 280.00' 17+00 ®-- ISS 118+00 F� 156 o c 528.73' 0i O9g o C', C4 i AN i CV PROPOSED �I + 150 N10 o c� 00 17.50' -t TYP. SEE SHEET 4 CLARION CHANNEL LANE 0-1 O -j 0 J MO �O O OO N rN r -N 00 LO 51. Cm9 m W - 116 157 0 S LIGHT 6�27W8 FL 19+06.00 to o FL � TYP -& 280.00' 17+00 ®-- ISS 118+00 F� 156 o c 528.73' 0i O9g o C', C4 i AN i CV PROPOSED S OCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A o k`�s 00 (0 -t O cp Q N 1151 (0 152 n 20.00' + 153 0 154 90'00'00" �� CATCH BASIN 35.00' (::)j 90'00'00" u - N J 17.50'c� ST -13 O u- TYP. 84.00' o U m N d B R ISHED BRONZE DRIVE LEGEND 1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS PROPOSED SEWER LINE OIDEWALK PE0 R C B STD. ST -3. EWER MANHOLE 155 18+40.00 q BURNISHED BRONZE DRIVE 19+66.96 CE CLARION CHANNEL LANE 0 40' 60' 80' 1:40 NOTES UNDER 1. 95% COMPACTION REQUIRED OTN TI VE GROUND YOND GUTTERS 3 FALL LOWLNE.ES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1 ....- ..., _..... ... ,- ,t ... . ............. .... ....... ......... . ........ ...... ..... ..... ... . . ... ..... ... 5 1 2 ; , .. ........ ... .............. . .......... ...... . ... ......... . ......... 4 t ; 0. : C 14 15+16.14 _ 3.J, 1 Q 70' , }} ! SCALE: 365 360 355 365 360 355 o.. >m C) C) o c o C) a� o d' opo 5 +• O N o -y cr V cfl co E wmL0 U c+n cfl co v is Vs. _ L_ N y � to CCt p ami rn �i o O O u�cv`v CA m M F- 3 v�oc°v m o .. r 5.0 WIDE COMBINATION TYPES • • • CV PROPOSED S OCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A _ 0 PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 90'00'00" PROPOSED STORM DRAIN MANHOLE 20.00' D-14 AND D-16 90'00'00" PROPOSED CATCH BASIN 35.00' CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 90'00'00" C4 13.70' 0 ST -13 22'25'35" PROPOSED FIRE HYDRANT 155 18+40.00 q BURNISHED BRONZE DRIVE 19+66.96 CE CLARION CHANNEL LANE 0 40' 60' 80' 1:40 NOTES UNDER 1. 95% COMPACTION REQUIRED OTN TI VE GROUND YOND GUTTERS 3 FALL LOWLNE.ES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1 ....- ..., _..... ... ,- ,t ... . ............. .... ....... ......... . ........ ...... ..... ..... ... . . ... ..... ... 5 1 2 ; , .. ........ ... .............. . .......... ...... . ... ......... . ......... 4 t ; 0. : C 14 15+16.14 _ 3.J, 1 Q 70' , }} ! SCALE: 365 360 355 365 360 355 o.. >m C) C) o c o C) a� o d' opo 5 +• O N o -y cr V cfl co E wmL0 U c+n cfl co v is Vs. _ L_ N y � to CCt p ami rn �i o O O u�cv`v CA m M F- 3 v�oc°v m o .. r CURVE TABLE CV CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" C3 54.98' 35.00' 35.00' 90'00'00" C4 13.70' 35.00' 6.94' 22'25'35" C5 197.70' 84.00' 202.06' 134'51'11" 155 18+40.00 q BURNISHED BRONZE DRIVE 19+66.96 CE CLARION CHANNEL LANE 0 40' 60' 80' 1:40 NOTES UNDER 1. 95% COMPACTION REQUIRED OTN TI VE GROUND YOND GUTTERS 3 FALL LOWLNE.ES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1 ....- ..., _..... ... ,- ,t ... . ............. .... ....... ......... . ........ ...... ..... ..... ... . . ... ..... ... 5 1 2 ; , .. ........ ... .............. . .......... ...... . ... ......... . ......... 4 t ; 0. : C 14 15+16.14 _ 3.J, 1 Q 70' , }} ! SCALE: 365 360 355 365 360 355 o.. >m C) C) o c o C) a� o d' opo 5 +• O N o -y cr V cfl co E wmL0 U c+n cfl co v is Vs. _ L_ N y � to CCt p ami rn �i o O O u�cv`v CA m M F- 3 v�oc°v m o .. r No. 59320 Project Pro1Number: ' 20250054 CV ACV AJW JRC 07.01.19 (n 0 Dsan. YY.WDD Drawing No. Z Z Sheet 0 10 of 31 Q W > a r' O pzU) wwQ L zwa- Q mW� Q W�_ Q 0 Q = F- Z u - o Q ZwU � w Y (n m U) H m AD 0 Permit -Seal No. 59320 Project Pro1Number: ' 20250054 File Name: ACV AJW JRC 07.01.19 Dwn Chkd. Dsan. YY.WDD Drawing No. Revision Sheet 0 10 of 31 14+97.51 q COOL RUSH TERRACE EXISTING IMPROVEMENTS TO BE SEE SHEET 13 , 5+60.00 CALM WATER WAY OFMOVED PRIOR P OPOSED CATOCH BASIN. ATION GLITTER Z O V (0 0(n J WAY Oi�Z d 17.5' 17.5' f� Z �� N (O M O J 00 C2 13.70' 35.00' TYP. I E I 134'51'11" + U)W� (iN ,. � .� -, - . I. � -NTI ..I6 .. N 0 � O 0 r- w n 7 m N N 33 52 -+ I 64 N 63 N N 62 N go � O N 60 N 59 N 58 N - N 06 1- NN 00 06 Z Q N 06 N 00 N 06 N 00 i LI614 3 i 3 f M J o m 61 � - - o - - R w � / - --i 365 360 355 365 E a M o It 360 P, 0 3 v N 355 p cr 51 3 0 0 * In 0 0 rli N U d O 57 . II �.�•1p ,�, 17.5' 17.5' N �� C1 54.98' 35.00' '' J 00 C2 13.70' 35.00' TYP. TYP. o66 o04 ,�, .•�, 134'51'11" + a + 40.09' " 5S _ SS -- SS SS SS SS ------- -- REMOVE TRAFFIC DELINEATOR ,. � .� -, - . I. � -NTI ..I6 .. N N N 0 56 0 3 055 7 m N N m 52 -+ N N N V 92= - j O.. � a. LU F- L..I. - p � 2 o a - z �- w ,� -15 �. 0 Z J O wF WV �.�•1p ,�, IM-19 � _ I a - - -�_ 7-717, \, \- _ - - - �� C1 54.98' 35.00' ..__ _.._ 1�� _ _ _� + _.. _ - - - _ __... _ _ - _ _ �._ _ _- --_-_ - _ _ __ -_-_ 3 \<D C2 13.70' 35.00' 6.94' 12+00---------------- ____� 15+00 TYP 17+00 S89'48'08"E 18+00 _ _________ m 9Y ' 16+00 a-S+E34-----------589"48'08"E---14+00---------------- - CD 89'43 08 �' I �_ - ,�, .•�, 134'51'11" `� SS -------- SS SS---•-EX$S217.79'-S- Ss Ss SS ---i- , 40.09' " 5S _ SS -- SS SS SS SS ------- -- REMOVE TRAFFIC DELINEATOR .1 L� V4 ,,-I JLJLI-_ ____________- -___ 1 _ _ _ _ _ _ I I " ,q I - - , / - - �- 1 I � t v > 11� ILI - - � _ - � r- It � I co 0 0 114 .°�' , 00 4 R/W o --- D - _--- a (? 0 � CD n -' + + + W. ' � E . N + d' I . ,o Ln (O L q 34 35 36 III 3 11 37 ' z 38 4� I 511 ox- III *1 IL I I 1 � W Z VJ ! Ii _ II z 00� 11 �� 7 0M = o U 12+79.72 � COOL RUSH TERRACE ��, J�a� \��e�•1'��) I. Q CL 10+00.00 � GLITTER WAY W M 1j\1 A IftCcI=Ik1lI11101 OD CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH -Ss -PROPOSED SEWER LINE 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. PROPOSED SEWER MANHOLE DCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A SD PROPOSED STORM DRAIN DCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD PROPOSED STORM DRAIN MANHOLE D-14 AND D-16 p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD PROPOSED CATCH BASIN ST -13 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - --RIGHT-OF-WAY -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TRACT BOUNDARY -c- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 CONSTRUCTION LIMITS 4 n 1 nn 171n) 1 A -i -nn 15+nn I- 1 V V . v . v v ...-_ Ii��Ir� . I 1II� . .-...�. -.I -I...;zI�I.i:,...1I.... .. ..I .. .� I � I..II..I � .-..,�... I..�:���:,:i7..;�I.I.:I .I ..1-.�.. � � 1.--I.I..-.---i�I.�,I.�..��� - I - I. 1.-- I- '- . 'II.-.I..��I".���;.:.II��� . . I. .. .'I . II �I.-.-, . I .1� I- .... ..� .. .. I -. ��.:.I�.��.::.II..iI:II�s!��i; .I...: � 1 1. -.I . -1.- -. .-1- -- . i!:-,IIIII..I1��I I. . I -1*-I -.-. . - l.-I.I.-�...�II:I;i!I .I --1.. - --l -. -...,11.1,-:..�.III..z..II.i.�..�II" ::.;.Iz�.. - 1. .. .... . .. -II. �. I. ..� .I -� � I -I..-.I ,-.....-�.:.-I;I:!.IIII,�I.� I� . . . ...... 1... . �-- . - 1 -1I I� -�.I.�:;II;II.-:.;��.i.��I:;.�.I.:�. : .1 I. ... ..I ... ,I.. -� �I::�..1;.;;...I.I .:�. -., ,.­". ( -... y,. ---)- . .?�;I:i;.::z.I:..;...:II�...�i.. . -.',LrI- ',, .o-. I .�.1 .� ., II .I. .- I. .1 M. . I - ��-lI.�:I.I4I�I:�. -LI� n�- . �.� ,. 1 . . �..�:...I.:.�.I.�1 I::....: I: . 1.I- . . 1.1 1.1..--� I. i:I�.�,....�;..�:.I,�. � I .--� . ..11.II.I 1� -.-� .10 -1 .). . I - - - - - LO a R/W 00+ r` 39 40 - - 0 00 O r` + r- 3 C5 0C N I 0+0 41 N.I 54 53 `-FL to 0 19+00 10 630.00' 20+00 N SS --r--- + SS I c rFL I 1 TYP 0 N - - -- - ----- 3 0 0 0 0 0) LO + + + N 42 - N 43 44 0 cj o6 + 17.5' 17.5' °' TYP. TYP. 0 I �\\\ BEIST. STREET REMOVED AND REPLACED. TO 16+00 CURVE TABLE CURVE LENGTH I RADIUS TANGENT DELTA C1 54.98' 35.00' 35.00' 90'00'00" C2 13.70' 35.00' 6.94' 22'25'35" C3 197.70' 84.00' 202.06' 134'51'11" w ,. � .� -, - . I. � -NTI ..I6 .. O Zr U F- w W Q V 92= - j O.. � a. LU F- L..I. p � 2 o a - z �- w ,� -15 �. 0 Z J O wF WV - - - - - LO a R/W 00+ r` 39 40 - - 0 00 O r` + r- 3 C5 0C N I 0+0 41 N.I 54 53 `-FL to 0 19+00 10 630.00' 20+00 N SS --r--- + SS I c rFL I 1 TYP 0 N - - -- - ----- 3 0 0 0 0 0) LO + + + N 42 - N 43 44 0 cj o6 + 17.5' 17.5' °' TYP. TYP. 0 I �\\\ BEIST. STREET REMOVED AND REPLACED. TO 16+00 CURVE TABLE CURVE LENGTH I RADIUS TANGENT DELTA C1 54.98' 35.00' 35.00' 90'00'00" C2 13.70' 35.00' 6.94' 22'25'35" C3 197.70' 84.00' 202.06' 134'51'11" 17+00 18+00 NOTES 45 -+ SS I - 21+6... ...17 � COOL RUSH TERRACE 22+88.37 q GLISTEN WAY 51 * 50 N tK z- . x 49 SS -- "� N 7x\ + 0 N I U) 5' 46 I C LO T- 1 / + x +w x o wo M N 040 I , I SEE SHEET 12 GLISTEN WAY 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 19+00 20+00 kl\ FL 22+54.93 PRC 22+78.51 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 21+00 0o N I a6 N I oo 0 06 00 c� 0 c- I- -N (. + m a j r- 0 Oj o+o 0) 0) rn - - - - - - r_ - - --,:;I.�Iz71�I...i:.;4 N C/) 0 Z Z Q w ,. � .� -, - . I. � -NTI ..I6 .. O Zr U F- w W Q V 92= - SEE SHEET 12 GLISTEN WAY 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 19+00 20+00 kl\ FL 22+54.93 PRC 22+78.51 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 21+00 0o N I a6 N I oo 0 06 00 c� 0 c- I- -N (. + m a j r- 0 Oj o+o 0) 0) rn - - - - - - r_ - - --,:;I.�Iz71�I...i:.;4 N C/) 0 Z Z Q w ,. � .� -, - . I. � -NTI ..I6 .. O Zr U F- w W Q V 92= - j O.. � a. LU F- L..I. p � 2 o a - z �- w ,� -15 �. 0 Z J O wF WV w, w o Q H O Y V H to F- m j U Permit -Seal 12+00 , 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 365 360 355 w (U ° 0 C .�,= m CD Oo �.aCL L C o 0 o12om� L � Ecn-` '00>0O (o (o LOU aU O ria r-- (D to p 0 v, m o CD L- °.,cn cN uF. (C (o m 0) F- (i 3 � v c o w v off..+ c m -e 9 �0 W.- �- acivavo- > 0 N_ C A Z� 3s DN oo9-a e > q v0rK r� - 78 ' c°5 oUor- Z, � m O I,L*0 N O wl �o 3 365 5 !� y� �5 '��0'� W r*� 4.) c No. 59320 EXP, 06/30109 7 mT 0 M w 360 � /0/3/ 7 355 Project Number: 20250054 File Name: ACV AM JRC 07.01.19 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet 0 11 of 31 N C/) 0 Z Z Q w �� O Zr U F- w W Q V 92= - j O.. � a. LU F- 0 LO U p � 2 o a - z �- w ,� -15 �. 0 Z J O wF WV w, w o Q H O Y V H to F- m j U Permit -Seal �o 3 365 5 !� y� �5 '��0'� W r*� 4.) c No. 59320 EXP, 06/30109 7 mT 0 M w 360 � /0/3/ 7 355 Project Number: 20250054 File Name: ACV AM JRC 07.01.19 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet 0 11 of 31 360 5M, 350 360 E CL r 355 0 0 0 0 g YO 00 O to -j OJ OJ 00 F -Z o 00 00 00 SEE SHEET 9 _Z+ Ww ± N N N N N 1 TWINKLE LANE Q Ov— O � Y LLJLJ I w ui M(f);Ee =2 O N m w U Z M U ~¢ W U ( 68 J l_- 50 I m O I O U) c)j f -R ~ O + Od- '011 ��1 0 tLL ttl .____...__ - � G,� 67 + FL N I .-- S00'11'52"W 12+00 1 40.00 111 TYP TYP FL oM 2 �- TOLI11:1— =o ILP til1 1 _ /�' 1 0 V I 66 + U 0- � I i v7 0 (n cr UJ LO LO i= OaO O N YOWZ WZ� p+Oj to O O I I �± o- Z w Q ± "� + ir + w SEE SHEET 9 =o 0QM �o N0 �0 E Z��Of ZZQ 0 N� �q WOTWINKLE LAN Mm�� QF -E W UN mN W�COBBLE CREEK WAY FGEND O1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH --------S PROPOSED SEWER LINE RADIUS 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. DELTA PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A _0 _ _ PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 90'00'00" PROPOSED STORM DRAIN MANHOLE 54.98' D-14 AND D-16 35.00' 90'00'00" C4 197.70' 1 84.00' 202.06' 134'51'11" PROPOSED CATCH BASIN p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 1 6.94' 22'25'35" U ST -13 N O o PROPOSED FIRE HYDRANT w INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 U1 EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY -� INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 w TRACT BOUNDARY -a- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 tsZ EXIST. IMPROVEMENTS TO BE REMOVED Mw.J 1• .^^ 4 n ilii 1 "Z 1 00 0 40" 60" 80" 1: 40 CONSTRUCTION LIMITS M Zf2 Z t V)Ld ± WW N > O y Ow ?o = � 9 Z Q M C5 06 M I+ + LL N . T IL K3 N O 0 L,+ r M N 1=9�_ LLP 21+00 CURVE TABLE SEE SHEET 11 CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" C3 54.98' 35.00' 35.00' 90'00'00" C4 197.70' 1 84.00' 202.06' 134'51'11" C5 13.70' 1 35.00' 1 6.94' 22'25'35" 21+00 M + , 060 N,: d' Z +P N Mnl W 3 OOH ZU0 w Q°- m mm Q P— u N N P— MJT. 46TYP T T FL 627T8 4 J.00'22+00 _N00'1115 "E C5 i- FL 1 / JRC 07.01.19 SEE SHEET 11 Q in Drawing No. N UJ ao Sheet COOL RUSH I-- Z z TERRACE Z w Q r- J M MO r- -i M 00 0 M tD -e NN Nt� M + , 060 N,: d' Z +P N Mnl W 3 OOH ZU0 w Q°- m mm Q P— u N N P— MJT. 46TYP T T FL 627T8 4 J.00'22+00 _N00'1115 "E C5 i- FL 1 / N-R/W N} 48 NP, GLISTEN NOTES FL 23+80.35 51 FC 23'`31 \66 50 �x9 �9 S 49 38 22+88.37 CE GLISTEN WAY 21+67.51 (L COOL RUSH TERRACE WAY 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 22+00 23+00 0 40" 60" 80" 1:40 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 24+00 25+00 365 360 355 365 360 355 JRC 07.01.19 Q Dsan. YY.MM.DD Drawing No. N Revision Sheet 0 47 z + N N cl)m cc Z 3JUJI Q LL - 00 � + �0- O N O 00 � 04+ U -i N O o LL w � U1 > a LO MN 0_ U N-R/W N} 48 NP, GLISTEN NOTES FL 23+80.35 51 FC 23'`31 \66 50 �x9 �9 S 49 38 22+88.37 CE GLISTEN WAY 21+67.51 (L COOL RUSH TERRACE WAY 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 22+00 23+00 0 40" 60" 80" 1:40 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 24+00 25+00 365 360 355 365 360 355 Permit -Seal No. 59320 mT Project Number: 20250054 File Name: ACV AJW JRC 07.01.19 Q Dsan. YY.MM.DD Drawing No. Revision Sheet 0 12 of 31 z W CV cl)m Z 3JUJI Q �0- O Qzw U Q2 = LL w U1 > a LO D- W a U U2 O w Q w t- Z �. tsZ Mw.J C13 w °�' t j 0 C m a� U Permit -Seal No. 59320 mT Project Number: 20250054 File Name: ACV AJW JRC 07.01.19 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet 0 12 of 31 ,1-bSS-7 /-2-- w U 34 3 v=i w O Do 35 C-0 C-0 0r- o r- O N LEGEND I '00-- V1 N 71 +00 LO a 1 - - - - SD — 11 + OOSD _ I SD N -12+ 00 S -- -- 1 11 IST_ 10"SS x280.00' -i- — ! 111 1 ! o N FL 2 111 1 I i� - III -- 1 0 1 II ( I 0 (( o 1 11 1 1 11 ( o + 1 I 1 O rh +Z 64 65 j o 00 N 00 + N a 00 J wa oom 00 co O O LO rn W � u7 31.42' �.E T F1 A :6187C� K rj M > �- 1 24 00 �:"8'� i�J��� IV -)Z 0 C:> p CeQ U 0 12+80.00 GLITTER WAY �� r� a, B') •- W W N Op OW U_ w Q F - 10+00.00 - SILVER JEWEL LANE .C� 0 3~Q_ �O p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 1111 I I 111 PROPOSED CATCH BASIN 44'24'55" ST -13 197.06' 1111 Wpb �a 7C7 PROPOSED FIRE HYDRANT 11 111 m< 1 0 N W 11 I 11 1 F" w U F- X w (� CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 1 11 I1 1 111 w 33 U 32 031 �? 30 1 1 111 111 1 -cam- 0) U') + N + I i II I� 0 TRACT BOUNDARY N I '00-- V1 N 71 +00 LO a 1 - - - - SD — 11 + OOSD _ I SD N -12+ 00 S -- -- 1 11 IST_ 10"SS x280.00' -i- — ! 111 1 ! o N FL 2 111 1 I i� - III -- 1 0 1 II ( I 0 (( o 1 11 1 1 11 ( o + 1 I 1 O rh +Z 64 65 j o 00 N 00 + N a 29 28 co 27 26 00 N + O f R/W _+ LO 1 FL `n 13+00 TYP -- 3 NOq'11 52 E SO4+00 0 SD SD -15+00--- SD TEST. LIGHT 280.00' 627T3 3 R/W N + 71 I 3 I�� Iii !' ! I ► I� 3 w W o 0 10"120 20' 1 0 0 Z (� I�� 'f -1 c, -r 8 r W�;� SEE SHEET 14c5 c5 vaw� ;JJ�"] � Sao fr o o SILVER JEWEL o o M! U O U o LANE T_P5n At_ W N mN W-4 07 d0' WN OCONSTRUCT 00 J O 00 co O O LO rn 0 u7 31.42' +0C-4 + rj M > �- 1 24 00 2 M N 0) C -)J U-) 29 28 co 27 26 00 N + O f R/W _+ LO 1 FL `n 13+00 TYP -- 3 NOq'11 52 E SO4+00 0 SD SD -15+00--- SD TEST. LIGHT 280.00' 627T3 3 R/W N + 71 I 3 I�� Iii !' ! I ► I� 3 w W o 0 10"120 20' 1 0 0 Z (� I�� 'f -1 c, -r 8 r W�;� SEE SHEET 14c5 c5 vaw� ;JJ�"] � Sao fr o o SILVER JEWEL o o M! U O U o LANE T_P5n At_ W N mN W-4 07 d0' WN OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS M 7 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. TYP. co N � d 31.42' 20.00' PROPOSED SEWER MANHOLE 2 M > �- 1 24 00 2 M N 0) C -)J U-) U PROPOSED STORM DRAIN 29 28 co 27 26 00 N + O f R/W _+ LO 1 FL `n 13+00 TYP -- 3 NOq'11 52 E SO4+00 0 SD SD -15+00--- SD TEST. LIGHT 280.00' 627T3 3 R/W N + 71 I 3 I�� Iii !' ! I ► I� 3 w W o 0 10"120 20' 1 0 0 Z (� I�� 'f -1 c, -r 8 r W�;� SEE SHEET 14c5 c5 vaw� ;JJ�"] � Sao fr o o SILVER JEWEL o o M! U O U o LANE T_P5n At_ W N mN W-4 07 d0' WN OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS PROPOSED SEWER LINE 7 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. TYP. co N � d 31.42' 20.00' PROPOSED SEWER MANHOLE 2 „ CONSTRUCT CASE A WHEELCHAIR RAMP PER CAL TRANS STD. A88A �- 1 24 00 2 20.00' N 0) C -)J U-) SD PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 90'00'00" C4 31.42' D-14 AND D-16 @ PROPOSED STORM DRAIN MANHOLE p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD o7 PROPOSED CATCH BASIN 44'24'55" ST -13 197.06' 42.00' 42.87' 268'49950" 7C7 PROPOSED FIRE HYDRANT 35.00' INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 44'24'55" N W Z F" w U F- X EXISTING FIRE HYDRANT (� CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 L1- Le_ U 19 - - RIGHT-OF-WAY -cam- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. -STD. ST -14 TRACT BOUNDARY �- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 CONSTRUCTION LIMITS 15+60.00 q GLITTER WAY 10+00.00 (L SHINING CRAG AVENUE I p d' J L6 O + ^o mO N u m M M 22 00 21 000 20 00 1600 — 928 2' 17+00 (m 18+00 ST. LIGHTt;,�i368.22' I — _ 627T2 I 1 O 0 0 O 6 LO 96 97 I 13 0 17.5' 17.5' CURVE 7 TYP. TYP. co N � d 31.42' 20.00' 20.00' 25 1 �- 1 24 00 2 20.00' N 0) C -)J U-) N U-) C* O I p d' J L6 O + ^o mO N u m M M 22 00 21 000 20 00 1600 — 928 2' 17+00 (m 18+00 ST. LIGHTt;,�i368.22' I — _ 627T2 I 1 O 0 0 O 6 LO 96 97 I 13 0 00 C 18 CURVE 7 0 rn co N � d 31.42' 20.00' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" C3 O 20.00' 20.00' 90'00'00" C4 31.42' MN m GLITTER 3 0' 0 3 3 14 0 0 -'i 1 ' 20' 20' 1 ' OO C5 C51 C O O SEE SHEET 1500Ui of o V_ of CRAG ± o ± o mN W AVENUE00 06 M MI.* W N U 1 11 WAY TYP oI � oI o LO p - NI n ivl 0+0 15 NI N 16 17 Ci 17.5' 17.5' TYP. TYP. 4 n co UO LD o U N CURVE TABLE C 18 CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" C3 31.42' 20.00' 20.00' 90'00'00" C4 31.42' 20.00' 20.00' 90'00'00" C5 27.13' 35.00' 14.29' 44'24'55" C6 197.06' 42.00' 42.87' 268'49950" 7C7 27.13' 35.00' 14.29' 44'24'55" TYP oI � oI o LO p - NI n ivl 0+0 15 NI N 16 17 Ci 17.5' 17.5' TYP. TYP. 4 n co UO LD o U N COI .---- c� � J tN0 19+00 ` ~ 0 i LO C 18 a 00 UJ V) (n C o _J Q w OC --) 0: N Ch 0) o0 OQ = 00 U 00 � W CL Q CL + + U a z w Q N N W Z F" w U F- X w (� U) L1- Le_ U 19 =_ + COI .---- c� � J tN0 19+00 ` ~ 0 i LO C 18 a 00 UJ d- 0 J 0 C _J N 06 OC --) 0: N Ch 0 40' 60' 80' �yV�w, NOTES 1: 40 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT 4• FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE WHERE NOTED AS FLOWLINE STATIONING. DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NnTFr) nTNPRwicr 365 360 355 365 360 ;55 m No. 59320 ExP.06/30/09/ CIVIL �..4 `0�v 9 Project Number. 20250054 —Re Name: ACV AM JRC 07.01.19 Dwn. Chkd. Dsan W MM DD Drawing No. Revision Sheet 0 13 of 31 /. /- 4,e.5S -7 1 - - ` N Z Q LU r-- OQ = z w U wU) M _ LL W CL Q CL �(X (0 Q a U a z w Q �� LU UL W Z F" w U F- X w CL zzv U) CDU) F- m U Permit -Seal No. 59320 ExP.06/30/09/ CIVIL �..4 `0�v 9 Project Number. 20250054 —Re Name: ACV AM JRC 07.01.19 Dwn. Chkd. Dsan W MM DD Drawing No. Revision Sheet 0 13 of 31 /. /- 4,e.5S -7 1 - - ` 360 355 350 360 E a 0 N 355 0 0 0 3 LO 350 cn w a 0 3 0 0 . d. 0 0 r - i 0 U AlO 3 a3 J V J O V)o �:)j00 o + oC*4 0 0 0 SEE SHEET 13 GLITTER ml'* WIN QIN WAY SILVER OCONSTRUCT TYPE "B" WAYOOJOOJ0 WITH SS PROPOSED SEWER LINE DELTA 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 31.42' 20.00' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 197.70' 1 84.00' I- 134'51'11" C5 � II ++ + C5 c _0 _ PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD @ PROPOSED STORM DRAIN MANHOLE o D-14 AND D-16 v z Z U l wuj p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD of PROPOSED CATCH 1 ST -13 O It O NO N PROPOSED FIRE HYDRANT INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 28 o' 3 Ir -.- 10+00 11+00 12+00 13+00 14+00 17.5' 17.5' 1 20' 20' 1 v W D' TYP. TYP. M v J CO 95 0 94 0 93 0 92 0 91 0 90 0 89 0 88 0 87 0 I-coI 9 6 1 I I t~i> 0 +u� ori .- t r7 rn N N N N ►ri .- v7 ► r7 TYP O �' + .- I + N + j Rely N + M + 17 & C� + u7 + u7 + (D. 29 2 -- --— �- — A r --L�-- .- — .- -- -- — r -- .- -- --- , 1le 10 13 TYP r7 b 1 TYP FL ST. LIGHT 10+0L SD D 11 +00 _ I N 12+00 13+00 S$9'48'08"E_ 14+00 I_ 15+00 627T5 16+00 Il— SS SS SSC) S SS T. LIGHT ---0 SS SS SS SS SS SS SS 5' o N 627T4 LFL 30 O O O O O I U? O O OW O Lq 00 00 00 00 00 06 06 00 n I 65 + 66 ± 67 N 68 N 69 70 M 71 N1 �1 72 73 74 0' 3 O .- r- .- <- - N.- 1 ' 20r, 20' 1 ' o 0 0 17.5' 17.5' S SHEET o 13 + OSEE + TYP. TYP. o�OGLITTER � o oao ml'* WIN QIN WAY SILVER OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS PROPOSED SEWER LINE DELTA 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 31.42' 20.00' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 197.70' 1 84.00' 202.06' 1 134'51'11" C5 54.98' 35.00' _0 _ PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD @ PROPOSED STORM DRAIN MANHOLE o D-14 AND D-16 v z Z U l wuj p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD of PROPOSED CATCH BASIN ST -13 U PROPOSED FIRE HYDRANT INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TRACT BOUNDARY -�- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 10+00 11+00 12+00 13+00 14+00 JEWEL LANE 15+00 16+00 17+00 86 0 85 00 84 6 u7 M � � SEE SHEET 18 ECHO CREEK J �' J LANE Loo rn0 O' 3 0+0 N 0+0 1 ' 20' 20' 1 ' 82 M W 1 t°' I \ FL 20+13.20 5' 83 In 81 ST. LIGHT 913.15' 17+00 18+00 627T7 SS ST. LIGHTSS SS SS I — 1 627T6 ' LO tLO aj c6 75 + 76 + 77 0 � NOTES n 0 c6 + 00 u') d' c0 N + 00 O 1 OU O w N IL 78 0 40' 60' 80' 1:40M 00 FC '966 74 19+ l 80 / �9x r CP 79 •O 19+13.15 SILVER JEWEL LANE 10+00.00 ECHO CREEK LANE 1. y57o GUMHAG I IUN RLQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 18+00 19+00 20+00 21+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 .ft 355 350 360 I&M 350 C7 0 .S G o 0 `o Py C 20 ccooCD E �`a O ) co cep a=cod U � � o -, A.. xn ; 05 �t M 0) g Li 3 vo o v oTO ff.. %-e ago- m 10202 g g.&° LT. �� `V s ( V I o� m C 78 Ciu- C O N 5 ,.p 00900 m•C m F -v Viz v CURVE TABLE CV CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" C3 13.70' 1 35.00' 1 6.94' 1 22'25'35" C4 197.70' 1 84.00' 202.06' 1 134'51'11" C5 54.98' 35.00' 35.00' 90'00'00" 15+00 16+00 17+00 86 0 85 00 84 6 u7 M � � SEE SHEET 18 ECHO CREEK J �' J LANE Loo rn0 O' 3 0+0 N 0+0 1 ' 20' 20' 1 ' 82 M W 1 t°' I \ FL 20+13.20 5' 83 In 81 ST. LIGHT 913.15' 17+00 18+00 627T7 SS ST. LIGHTSS SS SS I — 1 627T6 ' LO tLO aj c6 75 + 76 + 77 0 � NOTES n 0 c6 + 00 u') d' c0 N + 00 O 1 OU O w N IL 78 0 40' 60' 80' 1:40M 00 FC '966 74 19+ l 80 / �9x r CP 79 •O 19+13.15 SILVER JEWEL LANE 10+00.00 ECHO CREEK LANE 1. y57o GUMHAG I IUN RLQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 18+00 19+00 20+00 21+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 .ft 355 350 360 I&M 350 C7 0 .S G o 0 `o Py C 20 ccooCD E �`a O ) co cep a=cod U � � o -, A.. xn ; 05 �t M 0) g Li 3 vo o v oTO ff.. %-e ago- m 10202 g g.&° LT. �� `V s ( V I o� m C 78 Ciu- C O N 5 ,.p 00900 m•C m F -v Viz v I iU $ Wye\ No. 59320 \Exp. 06/30/09 41�Q Project Number: 20250054 File Name: ACV AM JRC 07.01.19 Dwn. Chkd. Dsan. Y1'.MM.DD Drawing No. Revision Sheet 0 14 of 31 0 .y i CV U) 0 Z Z Q Lu �- = zU) U w CL u- QW J P., CL W0� u") a U Lu 0 W o Z WW v z Z U l wuj Cn U) U) a� U Permit -Seal I iU $ Wye\ No. 59320 \Exp. 06/30/09 41�Q Project Number: 20250054 File Name: ACV AM JRC 07.01.19 Dwn. Chkd. Dsan. Y1'.MM.DD Drawing No. Revision Sheet 0 14 of 31 0 .y i 365 Met 355 365 E a 0 N 360 0 3 v co 355 i 3 0 0 0 q 0 0 n N U 25 5' 16 SEE SHEET 13 SEE SHEET 17 / z Q 0 97 L0 d CREEK J d J O J u7 J OJ BOULD ER BAY + OJ r N o °CRYSTALLINE COURT o 0 n oLITTERG a o N WAY oci ROAD + oNo � 3 N¢ DRAIN OCONSTRUCT � N d OD PROPOSED STORM DRAIN MANHOLE 20.00' 00'L C8 31.42' 20.00' 0' I 3 o M u7 0i W PROPOSED CATCH O p z 0 -j1 20' 13 0 20' 1 ' ., PROPOSED FIRE HYDRANT GLITTER v o o N+ o 24 - CONSTRUCT RESIDENT m1t• U WN 1 UN Permit -Seal WAY INSTALL 5800 LUMEN 13 � TRACT BOUNDARY �- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 1 O O 10+00 11+00 - H r- O W co - + j 25 5' LEGEND SEE SHEET 16 CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SEE SHEET 17 / J 10- 0 97 L0 d CREEK J d J OJ CO't OJ N 0 OJ BOULD ER BAY + OJ r o 0 N N't °CRYSTALLINE COURT M 0 n 0 r o N O 26 ROAD + o' � 3 PROPOSED STORM DRAIN OCONSTRUCT � N d OD PROPOSED STORM DRAIN MANHOLE 20.00' D-14 AND D-16 C8 31.42' 20.00' 20.00' 0 C9 o 20.00' u7 0i 90'00'00" PROPOSED CATCH O p O 90'00'00" + SEE SHEET 13 0 uj o PROPOSED FIRE HYDRANT GLITTER wo o o IQ o m CONSTRUCT RESIDENT m1t• U WN RIGHT-OF-WAY UN Permit -Seal WAY INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 LEGEND SEE SHEET 16 CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SEE SHEET 17 PROPOSED SEWER J 10- -j d CREEK J d J OJ CO't OJ N 0 OJ BOULD ER BAY o OJ r o 0 N N't °CRYSTALLINE COURT M 0 n 0 r o N � o � ROAD + � � N PROPOSED STORM DRAIN OCONSTRUCT � N d OD PROPOSED STORM DRAIN MANHOLE 20.00' D-14 AND D-16 C8 31.42' U U 0' 3 v W of M W 0' 3 M w M W 1 20' 20' 1 '[ m 1' 20' 20' 1' 12 ( 3 135 1 LO r7 o ST. LIGHT i0 281.44' `� 12+00 27S9 - S8 49 8'08"E- 0 p N OO O O 3 O O 6 o o 98 ± 99 ivl N N1 100 N N N LO UJ 17.5' 17.5' TYP. TYP. OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS PROPOSED SEWER LINE DELTA 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 31.42' i. 20.00' CO't C2 N 0 r COURT CO PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A0 r 20.00' � 90'00'00" C5 31.42' 20.00' 20.00' PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD OD PROPOSED STORM DRAIN MANHOLE 20.00' D-14 AND D-16 C8 31.42' 20.00' 20.00' 90'00'00" C9 31.42' 20.00' 20.00' 90'00'00" PROPOSED CATCH BASIN p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 90'00'00" Z ST -13 uj PROPOSED FIRE HYDRANT INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 U) IQ EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 U - - RIGHT-OF-WAY Permit -Seal �- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TRACT BOUNDARY �- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 10+00 11+00 12+00 10+00 11+00 12+00 �R/Ny / 5�A G� ST. LIGHT 13+00------ 175.56''"14+00--- --6275 I IF1 V, A O O O R/W rn Ln 101 ,+ 102 + 103 + 1 12+81.44 q SHINING CRAG AVENUE 10+00.00 Ck CRYSTALLINE CREEK COURT SHINING 13+00 13+00 I PAP SEE SHEET 17 o o SEEING GLASS 0 o P6 0 DELTA C1 31.42' i. 20.00' CO't C2 N 0 r COURT CO "t 31.42' 20.00' � � 90'00'00" C4 r 20.00' � 90'00'00" SEE SHEET 18 W I 0' 30 m w M Of w 0' 20' 20' 20' 1 ' 3 1 125 LO 124 r 0 0 0 LriLri V-) 104 „ 105 + 106 14+57.00 q SHINING CRAG AVENUE 10+00.00 BOULDER BAY ROAD CRAG o N 0 ECHO CREEK RADIUS TANGENT DELTA C1 31.42' 00N 20.00' CO't C2 LANE r 20.00' r C3 31.42' 20.00' W I 0' 30 m w M Of w 0' 20' 20' 20' 1 ' 3 1 125 LO 124 r 0 0 0 LriLri V-) 104 „ 105 + 106 14+57.00 q SHINING CRAG AVENUE 10+00.00 BOULDER BAY ROAD CRAG 14+00 14+00 15+00 15+00 x 16+00 16+00 M r 5' `� TYP 17+00 1 280.00' 18+00 -J yi 0 0 0 ori L6 Lci 114 113 °' 0+ 107 110 1 j 112 108 109 0 I 01 3JH 0,111LO to 17 17 ' M P7 16+33.15 SHINING CRAG AVENUE ++ SEES EET 18 10+00.00 SEEING GLASS COURT °�° N °r° 0 LO LO U� U� ECHO CREEK Mn Wro W z J Y W W U O U W O O O 00 + N 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CARVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH ASINS GUTTER FLOWLINE SHALL BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG (OPENING OF CATCH BASINS UNLESS NOTED OTHERWIS 17+00 18+00 19+00 17+00 18+00 19+00 365 360 355 365 360 355 CURVE TABLE N CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' ' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" C3 31.42' 20.00' 20.00' 90'00'00" C4 31.42' 20.00' 20.00' 90'00'00" C5 31.42' 20.00' 20.00' 90'00'00" C6 31.42' 20.00' 20.00' 90'00'00" C7 31.42' 20.00' 20.00' 90100'00" C8 31.42' 20.00' 20.00' 90'00'00" C9 31.42' 20.00' 20.00' 90'00'00" C10 31.42' 20.00' 20.00' 90'00'00" 14+00 14+00 15+00 15+00 x 16+00 16+00 M r 5' `� TYP 17+00 1 280.00' 18+00 -J yi 0 0 0 ori L6 Lci 114 113 °' 0+ 107 110 1 j 112 108 109 0 I 01 3JH 0,111LO to 17 17 ' M P7 16+33.15 SHINING CRAG AVENUE ++ SEES EET 18 10+00.00 SEEING GLASS COURT °�° N °r° 0 LO LO U� U� ECHO CREEK Mn Wro W z J Y W W U O U W O O O 00 + N 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CARVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH ASINS GUTTER FLOWLINE SHALL BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG (OPENING OF CATCH BASINS UNLESS NOTED OTHERWIS 17+00 18+00 19+00 17+00 18+00 19+00 365 360 355 365 360 355 4. wH No. 59320 Project Number. 20250054 File Name: ACV AJW JRC 07.01.19 own. Chkd. Dsan. WAIVI DD Drawing No. Revision Sheet 0 15 of 31 0 co oC N U 0 Q Q W J r "nZU) U WM= U_ Q> a. ti Qa. W LO C� U VSO w Z ILL Z Z uj w U) CO� CO m U Permit -Seal 4. wH No. 59320 Project Number. 20250054 File Name: ACV AJW JRC 07.01.19 own. Chkd. Dsan. WAIVI DD Drawing No. Revision Sheet 0 15 of 31 0 co oC 365 360 355 365 E a N 360 P, 0 355 V) 3 PA Oq SEE SHEET 15 00 J 00 J L0 J LENGTH SHINING CRAG + o + + o SS PROPOSED SEWER LINE N 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C2 AVENUE 0 17.5' 17.5 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 0'' 3 mw DRAIN 0D u- 1 20' 20' 101 — oo PROPOSED STORM M — — = I 12 c3' 4 0 0 11 0 z I J I 10 o 00 L6 L6 + R/W + 100�ncNo Lq -- .. : --- {j TYP o 2� TYP �FL ►� 10+ 00— SD 3 11+00 364.57' 1 12+00 N00'11'52"E N — TYP_ SS SST. LIGHT - SS SS SS SS 1 FL � r, N I CURVE TABLE 00 -J `— LENGTH 3 � O M SS PROPOSED SEWER LINE M 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C2 rjN MANHOLE 17.5' 17.5 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A cD TYP. TYP. DRAIN 0D u- CATCH BASIN IN GRADE SAG PER C.O.B. STD — oo PROPOSED STORM U — — D-14 AND D-16 C-0 c3' 4 0 9 0 8 10 o 00 PROPOSED CATCH BASIN Lq CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD .. : .. ... ... ..v... .. .. N1 LO NI N N r / E o + + R/W 6 c� C-4 C-0 I EXISTING FIRE HYDRANT — CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 I i {j TYP o 2� TYP �FL ►� 10+ 00— SD 3 11+00 364.57' 1 12+00 N00'11'52"E N — TYP_ SS SST. LIGHT - SS SS SS SS 1 FL � r, N I CURVE TABLE 0 LENGTH 3 TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS PROPOSED SEWER LINE 5'G� 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C2 PROPOSED SEWER MANHOLE , CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A cD 101— DRAIN � TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD — oo PROPOSED STORM — — � o — — D-14 AND D-16 C-0 c3' 4 9068'5197.06 5 0 v� f0 .++ , PROPOSED CATCH BASIN 17.5' CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD .. : .. ... ... ..v... .. .. + TYP- / E o 16 + R/W 6 SIGN PER C.O.B. STD. T-1 I EXISTING FIRE HYDRANT — CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 I RIGHT—OF—WAY i + INSTALL 5800 LUMEN + � im TRACT BOUNDARY 0' 3J a O mN , i i t i 1 20' 20'-.1 { t t , , t I . a ,n ......... ...............__.... t 2 3 102 i �, �i' !. o o ....... t < , a f x rn ! SEE SHEET 15 0 0 w 0 o w + o w SHINING CRAG 'w o o 0 ... a .. ... AVENUE UOUCO d m - w N m0 (-) N CRYSTALLINE LEGEND CURVE TABLE 0 CURVE LENGTH oLOoLq TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS PROPOSED SEWER LINE OCONSTRUCT 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C2 PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A cD PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD N PROPOSED STORM DRAIN MANHOLE C5 D-14 AND D-16 C-0 c3' 4 9068'5197.06 5 0 v� f0 .++ , PROPOSED CATCH BASIN 17.5' CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD .. : .. ... ... ..v... .. .. + TYP- ST -13 E o PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 + EXISTING FIRE HYDRANT — CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 — — RIGHT—OF—WAY i -cam- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 � im TRACT BOUNDARY 13+00 SS CREEK CURVE TABLE 0 CURVE LENGTH oLOoLq TANGENT DELTA C1 31.42' 20.00' o r C2 31.42' 20.00' ( 90'00'00" C3 27.13' CA N N N C4 27.13' N N 44'2455" C5 e C-0 c3' 4 9068'5197.06 5 0 v� f0 .++ , p 3 y k 17.5' 17.5' .. : .. ... ... ..v... .. .. + TYP- TYP- E o r- a , t .. ..... ..........._..... + J : .. . , , t t , , MO Li i 0 U a mN , CREEK L() rn 13+64.57 (j CRYSTALLINE COURT ST LIGHT 627S7 CURVE TABLE N CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" C3 27.13' 35.00' 14.29' 44'24'55" C4 27.13' 35.00' .29' _4 29 44'2455" C5 e 42.00' 42.87'24 9068'5197.06 L() rn 13+64.57 (j CRYSTALLINE COURT ST LIGHT 627S7 HP FL 14+36.34 WEST HP FL 14+36.34 EAST 0 40' 60' 80' 1: 40 %%%M?MM%N?M, NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT 'WHERE NOTED AS FLOWLINE STATIONING. 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. -o- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 JRC 07.01.19 N 12+00 Drawing No. 13+00 14+00 15+00 Sheet + 6 Q 0 CD W m HP FL 14+36.34 WEST HP FL 14+36.34 EAST 0 40' 60' 80' 1: 40 %%%M?MM%N?M, NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT 'WHERE NOTED AS FLOWLINE STATIONING. 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. -o- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 JRC 07.01.19 N 12+00 Drawing No. 13+00 14+00 15+00 Sheet 10+00 11+00 Q 0 CD W m c) -4- I i i U E U — c"n co co 8 i k f : , U i e t i ; i LL 0 v� f0 .++ , p 3 y k , , : r ... _.... ........... C s f E ............. ......... ..... t - , t v e.. a ...................._.........<... ... _.. g .. ................ ..... a t.. t , 3 .... ... :.... } .. : .. ... ... ..v... .. .. ..... ... ._ I , ...... ._ ...... , ! .... ..._ _.. i E ... I x a , t .. ..... ..........._..... ...... .. ..................... : .. . , , t t , , , t i , i i t i ... .... .... ...... ..... { t t , , t I . a , , ......... ...............__.... t E ; , i E !. ....... t < , a f x _ ............. rn 07 00 ! a0 , ` �cn o ,..._ > � 1 r f : .... .. i , ... a .. ... CD to i I.. R a , v , , .._......._ ....................._......e.. a y ....... ....i ............. <.....__.. .r : .... �O v d- .... .... .............. ..... .... ....d... ... .. f _...........O .._.................., t t EO t�,r , a- , O �t � ZM^ . ;t ... a .. ... M ;M � U, k J s i i < _... _._ ......._ .......... .. t ,� e _ to � s t N u7 �' W t i iM OO 4 J�... 1 .................. ....._ < a_..XISTING GRON ,r E , a t E W, : Li.. ; i U t !d- ! , � _. ... ,..... : , _ r t t ...... _. ...._ a ........ .. .. .... , r , e , i t , < i t i J t , < , a t ... .. E , < t __ a r I , m w w—ELI , { t ... _ i $ , i t ,^ a , E ' ' LY I E [ i 3 > i < ' , , { , , , t t a� , 02 2% 0 .2 0% , a , { , , s t i .............. _ i 7.13..... : t 9 a.. i a a r 1 E , , W ST z O.C. < ' _........... ....... ! I : a t , , � .._...e 1 0. 5 y.. < _ .. i .........:. .. { i , S i v t , .._..... .............. , F i i , , t O.C. , t _d. E __ ......... _ . f a. t .... E • ... < r 1 i i , i { i f ; ... ........ _.......... { .. .... .... , , x ........ , t a , , < , a ' , ; < ...... i , _ f : F , e i , f { .. f 1 ..... i .. _...... ... .... _...... _..... _...e... i ` ` ; t : , , t : { , ; i r S , r , , , , t , i_ < r , , : 3 k i .-- 00 � O e t N { L� t _..... x ... ................. __... : { .......... O r� c� . f .... .. ... ►�; I i{ i t _ _ ....... I i O M ..... t : x i , t r + M M -} 0- � . , , , G 0 NG R EXISTING EX N D _.. ..... M. W � \ .. ... i I + I. k.. ........... f O x .... C/ . { i S 1 I .... ..... ...._ ... ._... ..... ....... .. ... . ... a _ t , , , w .............. 4 LL- .. . ._....... , ........ ...... ............... i , , .a _ Or : __ t __ .... a.. .. _... < s ....:. .. £.. ; i t , U o i k 1 i.. < k , , , !1 0.2 0 .2 v ................ .. .... .. >,.... ......... a S a , , , , { ....... ' .........{ ..... a .. .. ... ...... ..... .... ....:.. .. , =EAST!p"�;;� ; 27, y i : e } , ................... .. .......... r i k i ! /'� t , .. ... f.... ..... ..... ... k..... ........................... ..... .. e.... _...... _........._.................... t .. ....... ... ..... t ....... .. ... .. S t .... .. f { 1 ; a i { ' ...._ ....._. ...» 3 40 , f0.5 F , I , , a � 31.42' - .. ...... i , ! k t . {.....VERT. _. 7 1 , , v x........ x , ................. i ................ .... ... , v C a O. ............... ...... .. { { t i i {.. x 12+00 15+00 13+0014+00 10+00 11 +00 365 360 355 365 360 355 U JRC 07.01.19 N Dsan. YY.MM.DD Drawing No. coYI Sheet 0 16 of 31 Q 0 CD W m c) -4- O N q C U E U — c"n co co 8 U : U U a� U 00ti OU-) W0� L Q U � (0 to LL 0 v� f0 .++ 17 p 3 y US MOO M —LE 3 co Permit -Sea W/ C W/, I No. 59320 Ex. 08/30/09 P VIL Project Number: 20250054 File Name: ACV AM JRC 07.01.19 N Dsan. YY.MM.DD Drawing No. coYI Sheet 0 16 of 31 Q W m —j •r— O CL cn 1— 0 = U W Z Y W U — W Q W CL IL W U 00ti OU-) W0� L Q U LL (� ZCL J� 0 — —j W — ~; 0 Z W F cn W U Q: t_ F" NLu cr F— Y Q a cn U 0 H m U Permit -Sea W/ C W/, I No. 59320 Ex. 08/30/09 P VIL Project Number: 20250054 File Name: ACV AM JRC 07.01.19 Dwn Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet 0 16 of 31 360 355 350 M N 360 n 3 00 0 355 V) Q.' 3 0 0 4 - LO 0 N 350 U d O 3 SEE SHEET 15 OIJ p J04 qt O 04 r J O 000 oNI O + + ± N N N W V) U W M U W O Lq L6 2 3 L6 4 ul 5 O) r- h O R/W ± N N FIL NN TYP/ SD 11 +00- SD--N00'11'52"_Et 12 0 3 464.80' 13+00 ' TYP �-- TYP ST. LIGHT04 o 1 3 627S5 SHINING CRAG N 0 o OJ 00 w W AVENUE J U U Ml m N W BERKSHIRE N W LO > I $0,3c,I _�ROAD 20.00' �o C3 45.85' m0 28.75' 102 _.,_I1 U 20' 20' 1 '� m C) 31.42' a I Jtp i(n C) Li F- II I}W 20.00' 90'00'00" C7 WO U l' -:I U) 44'24'55" J II }d� II ICY 35.00' 14.29' 1 44'24'55" C9 �M0V) J 0 268'49'50" 6 o �� Ism } € fe.... s : I WLjov = �1--i2QNGo mz ._ . . , N d - H C9F-� ^j zzzQ� G II IpN Q�n;Fc P0II \ t I i2oi(Lv)a0 •+ i f i �- - 103 ........ ......... .. , ........... .. ., O I I } i 1�Y 00 0o I E I 2 f i : . ........... . . . ..... .. . oLO LO ... €................:. _ ......... ......:........... ....... 10+00 SD � �44 y p J04 qt O 04 r J O 000 oNI O + + ± N N N W V) U W M U W O Lq L6 2 3 L6 4 ul 5 O) r- h O R/W ± N N FIL NN TYP/ SD 11 +00- SD--N00'11'52"_Et 12 0 3 464.80' 13+00 ' TYP �-- TYP ST. LIGHT04 o 1 3 627S5 135 + 134 ± 133 N 13 �"' 131 yl1 'I 20T 1 120'111 N N rn 105 I I o0 0 m N SEE SHEET 15, oof � O SHINING CRAG o 00 AVENUE m WN 14+00 -I - tam CURVE TABLE File Name: SEE SHEET 22 OJ 00 �O 00 0� J U U Ml m N W BERKSHIRE N W LO N00 C2 31.42' _�ROAD 20.00' �o C3 45.85' 30.00' 28.75' 87'33'35" U r, I I o0 11C14 92'26'25" C) 31.42' 20.00' 20.00' Jtp C6 C) Li F- II I}W 20.00' 90'00'00" C7 W 35.00' l' -:I U) 44'24'55" zcn¢ ISPU II }d� II ICY 35.00' 14.29' 1 44'24'55" C9 �M0V) II I W 268'49'50" 6 o �� Ism } € fe.... s : I WLjov = �1--i2QNGo II II I0� ._ . . , II I d - H C9F-� ^j zzzQ� G II IpN Q�n;Fc P0II 1400) t I i2oi(Lv)a0 •+ i 135 + 134 ± 133 N 13 �"' 131 yl1 'I 20T 1 120'111 N N rn 105 I I o0 0 m N SEE SHEET 15, oof � O SHINING CRAG o 00 AVENUE m WN 14+00 -I - tam BOULDER BAY ROAD LEGEND OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS----- PROPOSED SEWER LINE 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 0PROPOSED SEWER MANHOLE (D CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A - SD PROPOSED STORM DRAIN 3OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD @ PROPOSED STORM DRAIN MANHOLE D-14 AND D-16 p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD PROPOSED CATCH BASIN 0 ST -13 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT N0 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TRACT BOUNDARY -� INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 00 14+00 II I1W 00 II I� II I � III I II I II I I II I iI I SEE SHEET 22 BERKSHIRE ROAD Oz UQ Qof 00 00 z M V3V) 0 L o rfi ++ Oo SEE SHEET 15 0-1 O 7 „J oo oSHINING CRAGoco p N+ AVENUE O N O N - N N U) V) 0' 3 v v N °D � ham' 3 w 105 1' 20 20' 1' M ``' mU N U X cn 0 134 0 133 a 132 �`� 131 + + J N 135 Iri 6 + �" M M I CD rn Lo N R/W + 9 U- L_ L_ - - -- 106 - I � N = CL TY S TYP 2 M O FL 1 1 + SD 3 ca N 11+00 N00 -11'52"E 1 249.40' 12+�00 0 130 4111 TYP 3 SS o - S SS FL SS U I ST. LIGHT 627S4 *96 107 os 107 / o0 o R/W / L0 � I 125 + + o + 0' 3 1 20'1-20' 1�'llo O 126 127 N 128 108 I o o `� `f' + rn SEE SHEET 15, o SHINING CRAG CUO UO m0 AVENUE W N 0104 SEEING CURVE TABLE File Name: CURVE MO �O xN DELTA U U Ml m N W m N W LO BOULDER BAY ROAD LEGEND OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS----- PROPOSED SEWER LINE 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 0PROPOSED SEWER MANHOLE (D CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A - SD PROPOSED STORM DRAIN 3OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD @ PROPOSED STORM DRAIN MANHOLE D-14 AND D-16 p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD PROPOSED CATCH BASIN 0 ST -13 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT N0 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TRACT BOUNDARY -� INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 00 14+00 II I1W 00 II I� II I � III I II I II I I II I iI I SEE SHEET 22 BERKSHIRE ROAD Oz UQ Qof 00 00 z M V3V) 0 L o rfi ++ Oo SEE SHEET 15 0-1 O 7 „J oo oSHINING CRAGoco p N+ AVENUE O N O N - N N U) V) 0' 3 v v N °D � ham' 3 w 105 1' 20 20' 1' M ``' mU N U X cn 0 134 0 133 a 132 �`� 131 + + J N 135 Iri 6 + �" M M I CD rn Lo N R/W + 9 U- L_ L_ - - -- 106 - I � N = CL TY S TYP 2 M O FL 1 1 + SD 3 ca N 11+00 N00 -11'52"E 1 249.40' 12+�00 0 130 4111 TYP 3 SS o - S SS FL SS U I ST. LIGHT 627S4 *96 107 os 107 / o0 o R/W / L0 � I 125 + + o + 0' 3 1 20'1-20' 1�'llo O 126 127 N 128 108 I o o `� `f' + rn SEE SHEET 15, o SHINING CRAG CUO UO m0 AVENUE W N 0104 SEEING GLASS COURT Y k� 129 12+49.40 q SEEING GLASS COURT 0 40' 60' 80' 1: 40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL .BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 10+00 11+00 12+00 13+00 14+00 CURVE TABLE File Name: CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 90'00'00" C2 31.42' 20.00' 20.00' 90'00'00" C3 45.85' 30.00' 28.75' 87'33'35" C4 48.40' 30.00' 31.31' 92'26'25" C5 31.42' 20.00' 20.00' 90'00'00" C6 31.42' 20.00' 20.00' 90'00'00" C7 27.13' 35.00' 14.29' 44'24'55" C8 27.13' 35.00' 14.29' 1 44'24'55" C9 197.06' 42.00' 42.87' 268'49'50" GLASS COURT Y k� 129 12+49.40 q SEEING GLASS COURT 0 40' 60' 80' 1: 40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL .BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 10+00 11+00 12+00 13+00 14+00 10+00 File Name: Z _N � JRC 07.01.19 13+ 20 0 z 11- a J Drawing No. zU, =0=W Q Sheet O Z:u a. O U Q >- O 0- Q N p J GLASS COURT Y k� 129 12+49.40 q SEEING GLASS COURT 0 40' 60' 80' 1: 40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL .BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 10+00 11+00 12+00 13+00 14+00 360 355 350 360 355 350 w U o 0 m 00 00 C, +. O c O c"n CO �U =oro �� l&o` CO co °rn,K n (� O Y M x 3 a+3$��c m rn LT 3c ��c0w2.00 m off"'c e 0 0. 0- tmZ� ° �2 kf O 0% 0.60 0a N m I C O Of 10+00 File Name: Z 11+00 12+00 JRC 07.01.19 13+ 20 0 z 11- a Cn W Drawing No. zU, =0=W Q Sheet U QOM O W Z:u a. - UWV>ti Q >- O Lo Q O m _j p J i z z LLJ -6 Z�ZW ; W O I- Q W� CL 0 W I W Y a M.M. U) W t.. I U)W I- MM O U , 77777-T7777-7 Permit -Sea! , e e I , > a o. o } € fe.... s : ._ . . , - g _... e. t I t i f i : ........ ......... .. , ........... .. ., 1 I } i E f i : . ........... . . . ..... .. . .... ... . ....... ... €................:. _ ......... ......:........... ....... I y {i E i OW ..POINT. S.TA_... ,.12+0 . ............ .. ......_...._... ......_..,. ._ .. e. i 3 ! O 00 In (7 M CD h..�i%........ ................ a i s ;..... .. i�r- . d' O } i } �- ...... :................o-....................................:............ e _ _ . P VI TA 12+17 e i u? , . . M M +0..� if) . ;... 9 N Nu7' ta. �.1 cci u7 .... ... , P Vt I _ E 35 o o M i ;.. POVt; _ EL EV,...... 354.1 x ,............ ....... E >. .... ......... ... ..... r- �- Jam_ w W LL �\ ~rte N ; .- �.. 1 I j ................... _........... O O ............... .. N O O ...... ........... e.......... i ,. 100 VC. O � V OO V7 ( _ _ ....... , .. , NN L.I. U L{� U D ........ :"'.�.......' ....... .. ..........:....... : .... n ... .. ...... ...._. �.... e . ..... J. ..._. ...a.......... .- s ..... ... _..s . f ....} I _ ...........< ...... ... O N .....:...... rn o .... d- .....................e.................... t , N h N O EXIS NG GR OU ND O O t1) Oto M I -� I U �d w tf) Z I l m Lk U } ! i I i.... + to: (Q yV _ ... .........._............... . _.. .....> . ..c... ... r ..., .... } .......<.._...... .... ..... _... ... .......< .. .. ._ - ._.._._..... ... .......... _,. ..... .... ..._.. ... > I 1 3 f o: _......... 1 ......... .......... ... ........e ... ................_.. ... ......> .� . .......... N M .�Y ... ........... _... _.:. ..._. x ..... .. ._.,... t I... I { . I U ry� W U w � ..- .. .. _< W [ L --_. t . .. T U < M : � ... ... .... .... ... .. ..... .. ... I _ _ } 0 .22 I i f j I i > : U > w 9 8 o _x I 0 0.3 27.13 98.53 } > : e ....... w , e.... 1:0 1q � € 5 1 45.85 } I a , ........................ , , , 31,42........ WAST e. € FLOWLINE i i i.. f } w } I i _, .. .. e. 0 C. I OC 0.51 �.. I e. .......... 31.42 T .FL WLINE WEST O i j C 4 1 B +02.74 , > , e e , e O.C. I > 3.5 WIDE PENING e . _ i I 1 i _, _......... s . NOR. FL 3 4.18 5 ._ ................. �..... i { .._............. _..._....... < ....... ..... a ..... .. ....:...... .. . j 4 DEP• FL 354.01. } 4 i e , < > } i , < .......... e _ } f I F } F f , f i .... .. ... ...... .. .> a f i 4 e < < e a P ... ... ..... a .. ..- _. t i 1 } t I e , , , , x s i i e t i < .............. ..... ....... ........ ... ......... e } - x , e $( 9 E r - { E 11 } i , > a I e LOW P x _NT : EL V 35 f I .18. I } O N O 00 u7 N ...Oi S7 M u7 Z..i[j. rn a I x . I , ._._.................... , } L W POINT S +0 21 _.... a .... i e .............. e I O N t� O to ua � W V7 V7 e�A M < (n I LO I PVI _ TA 12+1 } Icy. e M t"'k M � w t� Y I , VI .00 c ELEV X54 . I , J J ,............>... . fr:.M i I > _ .........,............,.. ..-. EV . 354.2 In � d o CA Oto tet- o rn � 100 V C 00 ODM ........... U m U w _ J w _....e...... �i _...e....... _......... _. O . j Od ...... � x ; N I� N N m rn u� , N u'� u7 , ____ m o w . + I 4 I N- ti y } I � -I i , o EXISTING G ROUND ca In 1 :............,..........,........ } 9 } , ....... ,-... ...E , , M ... ......... U U e i } i ,. T_ L I . , ............. > e. e , , > e. > � o. Q ..........._............ e -- i U e m � U i 2 1. 1 e x 35 E 7.13 7 .6 9 w 1. 0 3% i I } f 31.42 EAST 'FLOWLNE .. O.C.. _ _... _ ... >.... 0.51 � .>....... , . i _. i .... ...:.. <. 31.42 f i ......... , .. SCALE: } O.C. E AS FLOWLINE Fl _WIDE 12+02.21 .. e _�. ... .. .... . f OPENING : .... e > e... e x , .. .. ... .. >.......... ... ..... .... ... .. _... .... ... ...... ..... ..... ... ss � HORIZ. 1 40 e ........ } NOR. 34j 5 .18 3 4 ...- .,.. .. .. . i ...... ..... ..... } e. € I VERT. 1 4 f : DEP. L. 35 4.01 e.. , ........ , _ ,. , I ; , i I i_. { ; { 14+00 10+00 11+00 12+00 13+00 14+00 13+00 10+00 11+00 12+00 360 355 350 360 355 350 w U o 0 m 00 00 C, +. O c O c"n CO �U =oro �� l&o` CO co °rn,K n (� O Y M x 3 a+3$��c m rn LT 3c ��c0w2.00 m off"'c e 0 0. 0- tmZ� ° �2 kf O 0% 0.60 0a N m I C O Of 1; Ks�� No. 59320 Project Number: N File Name: Z 0 zQ W/�� 0- JRC 07.01.19 ACV AM 20 0 z 11- a Cn W Drawing No. zU, =0=W Q Sheet U QOM O W Z:u a. - UWV>ti Q >- O Lo Q O m _j p J Of0 Q WWF- z z LLJ -6 Z�ZW U W O I- Q W� CL 0 W W Y a M.M. U) W t.. I U)W I- MM O U Permit -Sea! 1; Ks�� No. 59320 Project Number: 20250054 File Name: JRC 07.01.19 ACV AM Dwn. Chkd. Dsan. YY.MM,DD Drawing No. Revision Sheet 0 17 of 31 565 0 , 355 365 360 355 SEE SHEET 14 ECHO CREEK SILVER JEWEL 19+13.15 TYPE "B" SiLVER LANE OJ o o O J LO o PRC FL 8+89.00 I + � + N 0- A O O 13.70' N m W I o ++o @ 17.5' 17.5 ' 78 N N 20.00' 20.00' 90'00'00" TYP. TYP. 27.13' 35.00' w 1- 3i I1 20'i 20' 1 'I w m ` D 79 ox �: 0 F� N N 0 80 10+00.00 CURVE TABLE ECHO CREEK LANE 19+13.15 TYPE "B" SiLVER JEWEL LANE 83 0 O R/W + \- FL 11+00 NOO 11'52"E - I — SS SS 280.00' - SS in) C3 in Er7 A O R /W O + 0 + + 81 0 82 ± 111 112 CO Lei + 0 0 0� -�+ u- O 0 m 06 CL W I N LEGEND CURVE TABLE SEE SHEET 1 CURVE LENGTH RADIUS TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS SHINING CRAG LINE OCONSTRUCT 1 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C2 0Nj 0- A pO 0 Oo p J0N 13.70' PROPOSED STORM � D® I o ++o @ 17.5' 17.5 ' DRAIN MANHOLE N N 20.00' 20.00' 90'00'00" TYP. TYP. 27.13' 35.00' w 1- 3i I1 20'i 20' 1 'I w m Qf w 3 3 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD M 110 C8 197.06 42.00' ST -13 00 I I 123 0 PROPOSED FIRE HYDRANT s _._._ U) SIGN PER C.O.B. STD. T-1 III�II N u i N N r N tri r7 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY 124 ej n+ c-,.► INSTALL 5800 LUMEN STREET LIGHT PER C.O.B.. STD. ST -14 a FA WA TRACT BOUNDARY U , i I YP — ST. LIGHT 4 2 � 627S2 ; 13+00 � TYP 27•89' 14+00 (D- 12+00 ...... E s i� E } i SS TYP _ SS T FL SS SS 247.89' in Er7 A O R /W O + 0 + + 81 0 82 ± 111 112 CO Lei + 0 0 0� -�+ u- O 0 m 06 CL W I N LEGEND CURVE TABLE STREET LIGHT CURVE LENGTH RADIUS TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH SS PROPOSED SEWER LINE OCONSTRUCT 1 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C2 PROPOSED SEWER MANHOLE OCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 13.70' PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN iN GRADE SAG PER C.O.B. STD @ PROPOSED STORM DRAIN MANHOLE C5 D-14 AND D-16 20.00' 20.00' 90'00'00" C6 27.13' 35.00' 14.29' 44'24'55" PROPOSED CATCH BASIN p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 44'24'55" C8 197.06 42.00' ST -13 268'49'50" PROPOSED FIRE HYDRANT s INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 III�II EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY L C -� INSTALL 5800 LUMEN STREET LIGHT PER C.O.B.. STD. ST -14 a FA WA TRACT BOUNDARY ECHO N ® 00 0 + NI n NI 113 �' 114 N115 115 ej C� 17.5' 17.5' TYP. TYP. 12+80.00 ECHO CREEK LANE 19+13.15 q SHINING CRAG AVENUE CREEK LANE w orm — m 0) O O o0 C O O _ O or 5 •• O to v Q Cp Cfl ° iu ' o O N c0 c0 0 �coom U s 22 - V a,py0o (> c0 c0 }• p 1 ; c i c0 c0 aaiCPS ca N C'O O cn o m c" ► u 3:0 0 .� M O `- c«y c ami Q �O O �B �o4 +C3 + >0�_ d N Lf> (*VIlk rw o,'• o U N � = a$ M 0) rn m 120 V) V) c o 0) 121 a o�oo T:122 + _ U c 'ar �K mN CL W CO � � t ,�5k1 Z C° 0; x r — Ln LCi`<,X.._.u'm�.v'h`v?'*r: M 0 15+00 _ 119 u- u S o SS ST. LIGHT O N 627S1 / 15+76>31 I I I I( a 118 N i 116 1'� 117 "s�, 0 O O N CP, LO to r + X u- 0 0 O U m N a 15+27.89 ECHO CREEK LANE CURVE TABLE STREET LIGHT CURVE LENGTH RADIUS TANGENT DELTA C1 54.98' 35.00' 35.00' 90'00'00" C2 197.70' 84.00' 202.06' 134'51'11" C3 13.70' 35.00' 6.94' 22'25'35" C4 31.42' 20.00' 20.00' 90'00'00" C5 31.42' 20.00' 20.00' 90'00'00" C6 27.13' 35.00' 14.29' 44'24'55" C7 27.13' 1 35.00' 14.29' 1 44'24'55" C8 197.06 42.00' 1 42.87 268'49'50" w orm — m 0) O O o0 C O O _ O or 5 •• O to v Q Cp Cfl ° iu ' o O N c0 c0 0 �coom U s 22 - V a,py0o (> c0 c0 }• p 1 ; c i c0 c0 aaiCPS ca N C'O O cn o m c" ► u 3:0 0 .� M O `- c«y c ami Q �O O �B �o4 +C3 + >0�_ d N Lf> (*VIlk rw o,'• o U N � = a$ M 0) rn m 120 V) V) c o 0) 121 a o�oo T:122 + _ U c 'ar �K mN CL W CO � � t ,�5k1 Z C° 0; x r — Ln LCi`<,X.._.u'm�.v'h`v?'*r: M 0 15+00 _ 119 u- u S o SS ST. LIGHT O N 627S1 / 15+76>31 I I I I( a 118 N i 116 1'� 117 "s�, 0 O O N CP, LO to r + X u- 0 0 O U m N a 15+27.89 ECHO CREEK LANE 0 40' 60' 80' 1: 40��� NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. �- INSTALL 9500 LUMEN STREET LIGHT PER C•0•1:5. STD. S1-14 /A Z Z 13+00 W 14+00 15+00 16+00 V! ''^^ H O W Z cn lllll� 10+00 Wm= 11+00 12+00 (L_ Z U �O� �� YwU')U W ato - p LL x o -� w - 0 o s , , , s III�II I _ ` a) .o 2 _... . L C C/) w cn Q MM W r U , i Permit Seal — 0 40' 60' 80' 1: 40��� NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL WHERE NOTED AS FLOWLINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. �- INSTALL 9500 LUMEN STREET LIGHT PER C•0•1:5. STD. S1-14 /A Z Z 13+00 W 14+00 15+00 16+00 V! ''^^ H O W Z cn W Q 10+00 Wm= 11+00 12+00 (L_ Z U �O� YwU')U W ato - p LL x o -� w - 0 o s , , , s e e t I _ ` a) .o 2 _... . L C C/) w cn Q MM W r U , i Permit Seal — ...... E s i� E } i ................ . 3 A ......... , .....:.......a........ ....... .. .... , : , E.. , e e ; t O N i .. ............ W ..._.. ...... ... _ L0 j t W o6 r , i 0 , f E - f , ' O p ON LO O O t N i�N i t I i> ........ ...a..._..... ... ...' + ... ...._... .......�1' u ; ...... ..._. ............. c0 LOLoi . ... ... ...... .._ , , _. t e. O M OIN O+ . «)LL e0Ln W O LO U _... , N ►i t , N , N M a. .... a... a. i i i 1 ........ i ....:. . r , , , • , i , a , r� a ` .. .. ... e. ' , t i , , i ( i 1 J , _ ... a i , c N E E i i U p/ 0.22 Q. , , a :, --y .......... ......_.......... .. ...... _.... .._... .. ................... .._ > , t a i ... ....... ... ..... �• ..... .... .._..... .... ... .... .. ...._.....«.. � 1 6 E t ;... ; e... I ...... ........ a0.3 % �� ...... h 98 . ... 5 ._ .. ...... .. / : i t i , _....... ........ .......{ ................ ,b i , t 1. 2 31.42 i i t > ... ........... ... .. ... .... ...... ... .... ... .. .... .. t i f .. ._.. .. ....... ...... .... ....... ...... ....... , ................ ......... ...... ....... , .... ........ . _. .. t , , , t , : I54.98' , _ , a , 0 > _> , , <_ E i i t e , t , i t i , , } f t f i i I i t < , a « ._.... _. , i i t 's � ` , t , , ; .. ..... .. ......... ......... ` t 1 i , ...... ...... : ! ! t i , j..._ i ....... ... .. ..... .. .. ............. ..... .. ..... ................ . .........._.... .........._. ...... ............. _.. .... ........ ....... ............ ._.. ................ _. .... .. r , , E_..... ..........:. _....... ... ., a ..... .... , . v e , a E c .. ......: ........ ..._- e. .. 1 ............ ... ......_..... 4 .... a , , , a r 1` I , .....a., t .. ....... ...... .. t .......... ..... ...... .. ..... i t e _ ! x i i 0 O N r.. ...... ..... M i ..... .. _. .... ...... N .... ..... N Ln ...., v , t , i E ; t17 .... ..... .. .. .. .e ....... . ..... ! , + �F ',h^ Va Y / M ' , W t w to r ,,^^ YI t } f ! , Ob o , , , a y� O N < co , a0 co O � O tD to I _.. L... i < i M i i r.. N7 > fSl 1. i ......... ...._. .. a 00 to , ......... ............. . > . �� �« , .., a .... .... ....... ... .. « ........... ._. , ` t i E E t i 11') ... .. ..... .... ........_.. .._....._.....«. .. ... ............. i e r ... : 00 , i , , ; tL , a , .. ... .. fi I.t.. .... i i r , i i U , , fi fi f x! o22 . 0%`0. E , a. ti, .......... ,,, , > , ' i... .....'tiom _ r , .... te �, 'r ; « , i ! 36 , i •5 , '98 271 53o* _. i OCV ' , , < ; , , ; i t �- « f=Xl TING GROUND i , , i f E i , 3 t > , 1 ,# t E i , > e , , < , : , t e .. .. .. ....... ...... .e.. ... ...... ........ .... .... s , �. 4 : 40 . i i > , i « r { E E f .... ....... 41 , , t i i j 14+00 15+00 16+00 11+00 12+00 13+00 10+00 365 360 355 365 360 355 p • c No. 59320 Exp. 06/30/09 Project Number. 20250054 File Name: ACV AJW JRC 07.01.19 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet 0 18 ' of 31 N /A Z Z W J I— r' 5 G V! ''^^ H O W Z cn W Q U Wm= L -W (L_ Z U �O� YwU')U W ato - p LL w O 0�—Z o -� w - 0 o U 1-- W I— u- cn z Z O W0 a) .o 2 w Y L C C/) w cn Q MM W U Permit Seal — p • c No. 59320 Exp. 06/30/09 Project Number. 20250054 File Name: ACV AJW JRC 07.01.19 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet 0 18 ' of 31 0611110 355 350 0- 00 r- lc� N 0 c� to 0 Jp� 0 0 7A 21+83.28 MOUNTAIN RIDGE DRIVE 0 (n z t: 0 0 >_ Q_ G:Zxm u- Z) 10+00.00 LOOKING GLASS LANE CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A __SD------ PROPOSED STORM DRAIN CONSTRUCTION LIMITS ui X:2 < 0 'Os 1 Ll L1 _11KCAiNT A81M.C.IJ-1.1118A.1 LAND Nyuj c4 P + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. T 0.1 R/W CL 0 z REMOVE AND SALVAGE SIGN INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 T Ld Uj TIL W1 -6L/ OM1 -3 AND REPLACE 0 0 + Lu VL -1 WITH W1-7/ OMI -3 LL uj uJ 10L 0 > r -- 10+00.00 . .. .. .... . . ..... . .... ... ... .... .. 4 . . . . . . j LUSTROUS LANE W az� . .. -22+0 M 23+C L R. ............ .. .. . moon .. ....... ... . .... .. ..... .... ................. ..... ..... .... .. .. .. . .. ......... ..... .......... .... . . .. .. ..... ........ ... . ......... .... ? ...... . ... ... . . ............ . . ..... VAUJN1 I'M A) ff ................. . ST. LIGHT z U) 627R1 1L11 W1-7/ OM1 -3 N P? (N ZN wo 50f L A N -0, "JACAIN-f Agr"IX1111.11JAM., 11ANT) BOUNDARY . .... .......... -- - - ------ . ... .... . . .... 24+00 25+00 N 00*29'44" E 2 6 -�'0,0 N MOON 655.68' U) U-) /-FL * r-� \-,,PERIMETER WALL 0 C� 12.5' 1� C.0 0 (D 44 N LO 0 43 c1q CURVETABLE CURVE LENGTH I RADIUS ITANGENTI DELTA C1 46.97' 1 30.00: 1 29.84' 1 89-42'08" C2 47.28' 1 30.00 1 30.16' 1 90-17'52".1 LEGEND CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH -SS- PROPOSED SEWER LINE INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN CHART R1-1 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 4) PROPOSED SEWER MANHOLE CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A __SD------ PROPOSED STORM DRAIN CONSTRUCTION LIMITS CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD @ PROPOSED STORM DRAIN MANHOLE D-14 AND D-16 0 40' 60' 80' 1:40M 0 0 E 0 W PROPOSED CATCH BASIN INEMEN I CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD NOTES 0 c� + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS FLOWLINE. IQ TO A DEPTH OF 12 INCHES. R/W 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 rom w n ru TRACT BOUNDARY WHERENOTED AS FLOWILINE STATIONING. FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS 28+38.96 (� MOUNTAIN RIDGE DRIVE INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 T 4 0 0 + Lu LL uj uJ 10L 0 > r -- 10+00.00 . .. .. .... . . ..... . .... ... ... .... .. 4 . . . . . . j LUSTROUS LANE LO u') (.0 . .. . ... ..... . . ........ 0 in W > ............ .. .. . 4 ........ ... .. .. .... . ....... ... .. ... . . . . . . . . . . . . . .. ....... ... . .... .. ..... .... ................. ..... ..... .... .. .. .. . .. ......... ..... .......... .... . . .. .. ..... ........ ... . ......... .... ? ...... . ... ... . . ............ . . ..... VAUJN1 A8,911:1111.111RA-1. 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(0 co cm 9 0 5 (0 C.0 CPU C3, C) c CC5 C:> I >� 3c 0 ci E Ao'c � 0 U) M 0, L2 C: T, -0 r 70 W:e .0 E.12 0 'a CL k ft '1� as No. 59320 Exp.06/30/0-9 e Project Number: 20250054 File Name: ACV AAJW JRC 07.01.19 Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. Revision Sheet 0 19 of 31 0 CN C, C/) LLJ 2 Lu 0 > uj Z co 0 uj 0 2 LL uj uJ 10L 0 > r -- a. LO u') (.0 0 Z2 - 0 < z U- -6 Z uj 11,— z UJI 0 05 W A) ff < 0 Lu U) U) ca (D Permit -Seal '1� as No. 59320 Exp.06/30/0-9 e Project Number: 20250054 File Name: ACV AAJW JRC 07.01.19 Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. Revision Sheet 0 19 of 31 0 E 0 I 360 355 350 R/W E CONSTRUCTION BOUNDARY 32+00 N 00'29'44"_E ;' 1 �33 k 00 735 c7 o + n 37M36 W z WO 0 O N + f- Q > o CURB AND GUTTER PER C.O.B. STD. ST -1 WITH -SS-PROPOSED �M LINE CAL TRANS UNIFORM SIGN CHART R1-1 O � Q W z J MANHOLE CONSTRUCTION LIMITS r W = C.) _ _ PROPOSED STORM 0 OCONSTRUCT TYPE "A" W 031-00 PROPOSED STORM DRAIN MANHOLE W -- Coto v Z BASIN Z2O Z W Q O7 LD W U W o ST -13 t0 R/W E CONSTRUCTION BOUNDARY 32+00 N 00'29'44"_E ;' 1 �33 k 00 735 c7 o + n 37M36 W z 00 J U N + f- Q MO O CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH -SS-PROPOSED m M "JAS�''AN T A8=01 TUiIASS LAND INSTd,LL PULL BOX AND CONDUIT PER AL C.O.B. T-33. 34+00 1450.53' 35+00 3 794.86 PAINT 12" LIMIT LINE USING in THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECS. 8010-21C-19 1 C� (-R/W61 �FL R1-1� I PERIMETER WALL 5.5'1 00'- \ ST. LIG H 33 to (O 00 34 627x8 0OR C 0 w LOX LO 0 W Nw + "'O ro LO n n Lo of U7off\ SEE SHEET 3 0.M Wet m,,* Wf� CRYSTAL CASCADE LANE MOUNTAIN LEGENDINSTALL CURVE TABLE N CURVE NEW 1 POST STOP SIGN PER TANGENT CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH -SS-PROPOSED SEWER LINE CAL TRANS UNIFORM SIGN CHART R1-1 O 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 44.07' PROPOSED. SEWER MANHOLE CONSTRUCTION LIMITS O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A _ _ PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD LL PROPOSED STORM DRAIN MANHOLE D-14 AND D-16 Coto v PROPOSED CATCH BASIN Z2O Z CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD O7 LD W U C o ST -13 t0 Y PROPOSED FIRE HYDRANT U) + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT 3 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY -o INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TRACT BOUNDARY RIDGE M II INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN t W1-6 WITH OM1 -3 MARKER. 36+33.81 BARRICADE IS TO GU FROM FLOWLINE TO FLOWLINE. 0 INSTALL W1 -6(R) 2633.81 ( MOUNTAIN RIDGE DRIVE ` 50+00.00 � BERKSHIRE ROAD 9 FIAN T 1810:8 \'—PULL BOX AND CONDUIT PER N C.O.B. T-33. O cD SEE SHEET 21 BERKSHIRE ROAD 0 40' 60' 80' 1:40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 360 355 350 ci CURVE TABLE N CURVE LENGTH RADIUS TANGENT DELTA C1 88.09' 1034.00' 44.07' 4'52'52" C2 88.09' 1034.00' 44.07' 4'52'52" C3 47.36' 30.00' 130.23 90'26'43" 0 40' 60' 80' 1:40 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 360 355 350 ci 20250054 N C JRC 07.01.19 U) 0 Dsan. 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LIGHT b u) TY R/W FL '`� OFFSET: 0.00 627R4 STANDARD SPECS. 8010-21C-19. TYP. _....... _ _ _... _ ....627R3 LO 1 C3 1-....._.... _....._....._..._.._...... ... ........TYP C2 � c� Gh -'� 2 _ - 1 N iQ- =Ut'-V) I 0 G 1-1 rn 06 0E -00d � I SEE SHEET 20 MOUNTAIN RIDGE PROPOSED SEWER LINE 30.23 0 o co 0 00 MANHOLE O2 rn 0o 0 o6 -_-_ - PROPOSED STORM DRAIN r LO CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD OD 0 0 C5 D-14 AND D-16 30.00 w N L� co 00 to (0 F 20' 20' + BASIN N CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O:B. STD K)c*14 `n 5 to 3 3 m ( PROPOSED FIRE HYDRANT 6 00 U") SIGN PER C.O.B. STD. T-1 LO EXISTING FIRE HYDRANT O 0) DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY O J INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 m TRACT BOUNDARY n O IKICTA1 I Or,nn I I IAAFN N LO . v..._........._...... --Q..�....4 o O L_ Z w o 360 355 350 E Q. to M O M O 3 N O O V) M 3 0 O 0 LO 0 0 N / U JR, N O L0 m t 0 w d r r M LEGEND N iQ- =Ut'-V) I O v (nnll`,..om M Z<z6 M I O 0E -00d � I SEE SHEET 20 MOUNTAIN RIDGE PROPOSED SEWER LINE 30.23 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 360 355 350 E Q. to M O M O 3 N O O V) M 3 0 O 0 LO 0 0 N / U JR, N O L0 m t 0 w d r r M LEGEND CURVE TABLE N O O O OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH Od . PROPOSED SEWER LINE 30.23 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. co PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A -_-_ - PROPOSED STORM DRAIN r LO CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD OD PROPOSED STORM DRAIN MANHOLE C5 D-14 AND D-16 30.00 w N 90'44'35" rn ` to (0 n �1 _.. 20' 20' PROPOSED CATCH BASIN p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O:B. STD cn�MML21: 5 4 3 ST -13 V) 1 7 PROPOSED FIRE HYDRANT 6 00 INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT O CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY c -cam- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 m TRACT BOUNDARY n n_ IKICTA1 I Or,nn I I IAAFN CTRFFT I MHT PFR C.O.B. STD. ST -1'4 N O CURVE TABLE N O O O O0 TANGENT DELTA Od . 47.36 0 30.23 O N co 88.09 1034.00 LO 4'52'52" LO LO LO LO n r LO C4 46.73 30.00 29.61 89'15'25" C5 47.51 30.00 w N 90'44'35" rn ` to (0 n �1 _.. 20' 20' 1 n 173 , � .-- m o ui Qo 171 + cn�MML21: 5 4 3 2 V) 1 7 LO 6 00 to c� i W O Q 04 of c U) mM m W n � tprd w 1 0 INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCTION LIMITS IMA SEE SHEET 8 RUSHING BROOK ROAD 0 1:40■■■S 6 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 360 355 350 V CURVE TABLE to CURVE LENGTH RADIUS TANGENT DELTA C1 47.36 30.00 30.23 90'26'43" C2 88.09 1034.00 44.07 4'52'52" C3 88.09 1 1034.00 1 44.07 1 4'52'52" C4 46.73 30.00 29.61 89'15'25" C5 47.51 30.00 30.39 90'44'35" SEE SHEET 8 RUSHING BROOK ROAD 0 1:40■■■S 6 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 360 355 350 V Rh -1 to CO O r� O 0 O ILL W W Vi Dwn. Chkd. Dsan. YY.MM.DD _ 17 ri rn LO 0 m O Z Z Q o0 O +• + C D 0')o+ LO to chi co N N N wQ 2_ Z T_ 3 ui V) LO 00 Or ` to (0 n �1 _.. 20' 20' 1 n 173 , � .-- m o 172 171 170 cn�MML21: 0 ' 3 irM wO p wto an' i co(D LUJM to SEE SHEET 8 RUSHING BROOK ROAD 0 1:40■■■S 6 NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 360 355 350 V 20250054 File Name: c ACV AJW JRC 07.01.19 Dwn. Chkd. Dsan. YY.MM.DD t!) Revision Sheet O Z Z Q o0 O +• O N C V E O to chi U wQ 2_ u- Q>a- Or ` to (0 Q CL o 3 Q • X cn�MML21: CL O w I mT Permit -Seal No. 59320 Exp, 06/30/09 CIVIL , //4/0 7 Project Number. 20250054 File Name: N ACV AJW JRC 07.01.19 Dwn. Chkd. Dsan. YY.MM.DD t!) Revision Sheet O Z Z Q W OZC = U wQ 2_ u- Q>a- Q CL � WLu Q CL O w p Z w 15 to c� i W 'o CL Q W mciF- of c U) m Permit -Seal No. 59320 Exp, 06/30/09 CIVIL , //4/0 7 Project Number. 20250054 File Name: ACV AJW JRC 07.01.19 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet O 21 of 31 /', /-SSS -7 1-�- E O O(pro e \ w _ _� _ W _ -- — _ —— — ----- — .._.._ __�a c�� � � _ _—� _ _ — �Pt=T/`Ol�ft=3— z —_.,.-------_ ,_.._.___..-... tK ( � 0 0.42% _—_ — _ _ _ — — _ _ _ _ _ _—_ _ —�- �2 LO 0 0.20% ` �- d r Q a M 67+00 68+00 6 N O 66+00 63+00 64+00 6 +00 61 00 62+00 1 PAINT 12" LIMIT LINE USING S89wavl�w'03 34 E 1057.71' THERMOPLASTIC PAINT PER CALTRANS w w TYP 1 0 M STANDARD SPECS. 8010--21 C-19 w ST. LIGHT FL ST. LIGHT d' 627R6 R/W 627R5 O � IN 6 68+92.14 q BERKSHIRE ROAD 14+64.80 BOULDER BAY ROAD .qua 9+00 w -OHM I I TYP TYP 2 MI W oTt (�o ^ + O T. LIGHT o zo oo �h + / T. LIGHT LO �,co + x N � 627S7 v) aro rn , C-01 �`V C° 627T1 7 c0� z ,,� N 1 20 20 1 ro 168 19 18 w \ � i � r Q u7 �' r 0' 3 I CD (D �� 0+w 0+0x Z oa 0 169 ` v Ix 1 > wr-� of n 0L o:4 6 \ m 16 w mco m n W (D SEE SHEET 17 :021SEE SHEET _ _ 4 SEE SHEET 13 GLITTER WAY BERKSHIRE CRYSTALLINE CREEK COURT we I L- MCI IMM 70+00 131 O O O Z J Q 4eL a O N s 71+00 ww 761.14 W w w R/W CAN w 0 k 0� 130 C LEGENDINSTALL NEW 1 POST STOP SIGN PER CONSTRUCT TYPE B CURB O " AND GUTTER PER C.O.B. STD. ST -1 WITH �`� PROPOSED SEWER LINE CAL TRANS UNIFORM SIGN CHART R1-1 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. PROPOSED SEWER MANHOLE CONSTRUCTION LIMITS O CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88APROPOSED STORM DRAIN PROPOSED PAVEMENT IMPROVEMENTS 0 40' 60' 80' � � OCONSTRUCT 5 PROPOSED STORM DRAIN MANHOLE TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 1:40 D-14 AND D-16 19 PROPOSED CATCH BASIN r-1 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 JQ EXISTING FIRE HYDRANT CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 45.85 30.00 28.75 87'33'35" C2 48.40 30.00 31.31 92'26'25" 0 JX Lu O W to + co NOTES 1. 95% COMPACTION REQUIRED AT NATIVE FOOT BEYOND DGUTTDERS 3 FLOWL NEALL VES IN CURVE TABLE ARE MEASURED ALONG ROADS AND A MINIMUM OF 1 TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE r) Al i CTOT1r)NING IS ALONG STREET CENTERLINE EXCEPT DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL __._. ... ... ...- ...-rr.r ♦niklr 1IAII CCC 360 355 350 ci 20250054 File Name: N C JRC 07.01.19 Dwn Chkd. DsQn. YY.MM.DD tm O O c/)Q C Z Z O O :. O d O Z� C U to (0 E t i cfl c0 v U 2 _ LL Q > 0- -)U O c>2M X 3 U m 3 0)F� t� Permit -Seal J Wye\ No. 59320 /�/34 7 4 Project Number. 20250054 File Name: N ACV AM JRC 07.01.19 Dwn Chkd. DsQn. YY.MM.DD cj)o Revision c/)Q 0 Z Z w r O Z� U 2 _ LL Q > 0- -)U U c Z w p LL z �Id w w oa �� .22U Permit -Seal J Wye\ No. 59320 /�/34 7 4 Project Number. 20250054 File Name: ACV AM JRC 07.01.19 Dwn Chkd. DsQn. YY.MM.DD Drawing No. Revision Sheet 0 22 of 31 365 360 355 E A1\1TJ 0 C3 RAW O FUTURE CURB AND GUTTER LEGEND OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH S PROPOSED SEWER LINE a_ N QJc� Q U Q PROPOSED SEWER MANHOLE CONSTRUCTION BOUNDARY N 0 _0 PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 71+002* -W NHM+3+00 7Mia 0 -WAN2+00 0 ON 7 A -M WAW31 00 A S89'03 RT 761.14 W W CO O (n W �� w PROPOSED CATCH BASIN p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD =o c 0 d w o ST -13 y y PROPOSED FIRE HYDRANT RAW FL W Y EXISTING FIRE HYDRANT NA CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 — — RIGHT—OF—WAY �- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 U O 07 TRACT BOUNDARY -o- W x 0 0 STREET LIGHT PER C.O.B. STD. ST -14 - - - tn W W + 0 -- -- -- �k r` cc) p 7f�' 129 N 120 �� 119 o r N LEGEND OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH S PROPOSED SEWER LINE a_ C1 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 30.00 PROPOSED SEWER MANHOLE (D CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A _0 PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD @ PROPOSED STORM DRAIN MANHOLE tt� 1MI '-� D-14 AND D-16 v o CO O (n CO CO �� w PROPOSED CATCH BASIN p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD =o c 0 d w o ST -13 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT NA CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 — — RIGHT—OF—WAY �- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 U O 07 TRACT BOUNDARY -o- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 � .�. PRnPnSFD PAVFMFNT IMPROVEMENTS N 00 M 0+ W � pu7Jnp. ��g,P h rJI- J A N r."Ah��� �,c.;.�r^ �,. • i •'i :i fi r � NMI CONSTRUCT FUTURE TRAFFIC SIGNAL CONDUITS PER C.O.B. 0 TYP STANDARD T-33 (TYP.) 0-) R1 -1n — M — — — — TANGENTDELTA a= v C1 46.94 30.00 29.81 89'38'36" 12'z d m w -moo cnW ao 0000L OI a o •; a � M + 118 tt� 1MI '-� Q>O.. v o CO O (n CO CO �� w z 'Zai (0W y- =o c 0 d w o me r7 F, C) c� F N �b Q= O J 00 U) m M � '9 �1� � U O 07 F= N In t0 W r - M:j = o 1 12*3 t INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCTION LIMITS SEE SKEET 25 STINE ROAD 76+53.29 q BERKSHIRE ROAD i I 136+35.42 STINE ROAD ( y° I � q�y� D I l IC�L I � ;g Pq 1,01 76+0 r "N - ➢- ° all 11 0T� Li Q, SEE SI+EET 2-5p- W Ly I- Z) Z p W � 1-- ,CURVE TABLE CURVE I LENGTH I RADIUS TANGENTDELTA a= v C1 46.94 30.00 29.81 89'38'36" NOTES 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 71+00 72+00 73+00 74+00 75+00 76+00 77+00 U w O ♦+ Dwn. Chkd. Dsan. YY.MM.DD C a= v Revision `o a 0 C 2T 00 12'z d m w -moo cnW �p=.ocvo OI a o •; a � +-• O N 0 0 Q>O.. v o Wa O (n CO CO v w z 'Zai (0W y- =o c 0 d w UcoU.$o me L to to v ++ N +� v M " 3 U) m M 365 360 cn W M CLQ 0 a 0 U z CL a � 0 w O ♦+ Dwn. Chkd. Dsan. YY.MM.DD (n 0 a= v Revision `o a 0 C 2T J CL 12'z d m w -moo cnW �p=.ocvo OI a o •; a a UJQ 0 0 Q>O.. v o Wa LOU m� m wM0 0 w z 'Zai (0W y- =o c 0 d w UcoU.$o me 365 360 cn W M CLQ 0 a 0 U z CL a � 0 Permit -Seal QROFESS/0�l 355 No. 59320 Exp 06/30/09 CIVIL Project Number: 20250054 File Name: '!. ACV AJW CN Dwn. Chkd. Dsan. YY.MM.DD (n 0 Revision Z 0 23 of 31 J CL cnW a UJQ Q>O.. P., Wa LOU wM0 w z LL- (0W y- - W U w Y M (n f— m Permit -Seal QROFESS/0�l 355 No. 59320 Exp 06/30/09 CIVIL Project Number: 20250054 File Name: '!. ACV AJW JRC 07.01.19 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet 0 23 of 31 iii Eiil I ~ �I I # ## ## #----------------- ## 90x10 BAY TAPER j # I SEE TAPER TABLE 'A' # # # I I # t FG FG # ` EXISTING til �j0 CURB, GUTTER c�9 h9 AND SIDEWALK — — 1</1 — ----- _ .002 s� • �o ''to N ^ T MATCH EXISTING ti o 'h PAVEMENT 5 r 7 ��0 360.00 / = _ 35999 P6 BC .360. 08 P6 N .SE 25 3602 P60NOSE X26= Ii I) TAPER TABLE STATION OFFSET 25+39.86 59.00' LT 25+44.86 59.92' LT 25+49.86 58.69' LT 25+54.86 58.31' LT 25+59.86 57.78' LT 25+64.86 57.09' LT 25+69.86 56.25' LT 25+99.86 50.75' LT 26+04.86 49.91' LT 26+09.86 49.22' LT 26+14.86 48.69' LT 26+20.86 48.32' LT 26+24.86 1 48.04' LT 26+29.86 1 48.00' LT 41h. 00 (o I Q) 0 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 (627R9) PERIMI WALL CONSTRUCT TYPE 'B' CURB & GUTTER W/5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3 e 7 LOT A CANAL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 (627R8) 360.20 �.O 360 27 P6 PCC 360.35 P6ECP6 BCS ---=--f .- 6 �,CC + 360.3 3£�0. E ( 633 —+��• y2 — P6 NOS28 MATCH PAVEMENT AT 2$r�0. SAWN '3� EXISTING SAWCUT LINE /� w / \ /A /k /A TIN EXIS G CURB v N v 44, ®� Z SCALE 1 " = 40' 3.002 Z N 4 W SAWCUT ��-- 360.60' _40.60UrL —+ 360.74 32 ,j 34� o cy �s— MATCH PAVEMENT AT EXISTING EDGE SPP EXISTING SAWCUT LINE OF PAVEMENT i 0 Z 0 U W C In W t=- Im W D Z 0 W a W a Q OFESS/p No. C 7589 EXP. 3® J�gjF Fi CA I W 0 a LLJ CL a Q 0 Q 0 twiff �■I�IF�IO�i VZ2 � LO �w CD Lu a� � o O LL & GUTTER ca < o STREET INTERCONNECT Lu [ INSTALL PULL BOX (NO.5) WITH EXTENSIONuj Q 02 INSTALL 3" CONDUIT ; (� ` Q ~ U. U. NOTE* LOCATIONS OF PULL BOX AND CONDUIT ARE APPROXIMATE O NOTES. I. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER Z T ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO W Z H A DEPTH OF 12 INCHES. • — STINE ROAD 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. ' • W 0) O J. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG W Q o FLOWLINE. 4. FOR ALL CATGH BASINS GUTTER FLOWLINE SHALL BE � � O DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE mix Z S TAA, 24+96N51 TO 34+4OsOO ALONG OPENING OF CATCH BASINS UNLESS NOTED a OTHERWISE. r� ,� ad= W .-. z�-J s 24 25 26 27 28 29 30 3) 32 = W !g N _........_.................................................. .......................... : : : ......:................:........:..............:.............................................................. ................ jjj >0 J0 v- ......: ..... ; ..... ; ...... ; ..... ; ..... ; ...... ..... ..... ..... _..... ..... ..... ..... :...... : ..... : ..... : ...... : ..... : ..... : ...... : ..... : ..... : ...... : ..... : ..... ; ...... ; ..... ; ..... ; ...... ; ..... .. ..... ......, ..... ...... ..... ..... .... ..... .. .. ............................................. ..... ...... 90x1 b BAY 1APER ...... ..... ...................... ..... ........ . . : ............ . .. ..... .............. ..... , ...... • ..... : :SEE TAPER TABLE A' .... ...... ..... ..... ...... ..... ..... ...... v. ..... ' ..... .; -. : : : : : ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... .....�....... ..... ..... ...... ..... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... - ...... ..... ..... ; ...... ..... ...................... . Q ... ...... ..... ................. ..... ............... ..... ..... ...... ..... ..... ... Q .... ................. ...... ..... ..... : (Vt� : � Q ..... ..... d (I........ .. .... �1..... N ~ o o Z o� : MZ Nm �W : oil `� 4r ..... ..L.. ...... _ ..... ..... .....p-t....q �.... :h LJ to i 66�..... ...... ..... ...... :...... ......: ...... ..... ..... ...... ..... ...... ......N�...... ...... ....... ..... .N�4..• ..... ... ...... ..... Nom....... om cvZ i -tip . ....... ..... ...... ..... ....!. C?..... :"� �C.. ..... ...... .. ...... �....��....;......;.....,*366 646 .... ;......; ..... ; ..... ;.......; ..... ; ..... ;......; ..... ; ..... ;......; ..... = ..... '...... ..... ..... ...........:......:..... ..... ...... ..... :......; ..... ; ..... ...... ..... ; ........................................................... ................ ......; ............ ...... ........ ........ ....... *J64 p 62 .......:........:........ : ...............;...............:................:....... ....... ' ..... : EXISTING WEST EDGE : : : : : : : : : :: : O . ; . .... ..... ...... ...... ..... ..... .. ...... ..... ..... ...... PROPOSED WEST ..... qac . ... . . ...... ..... . . :. ILOWLWE :....... N 'PAv NT' • . . . . . . . . . . . . . . . . . . . . . . . :. :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEVATION ...... . . ................_ .. .............. .................... .................... .............. ..... .............. ..... ..... ......... ..... ..... Et -EVA TlO • = --0021 0022 : : : : : :Q____� :.......:.. :......:.....,*360 ti 0 c* t%. o 24R 58�► ..........'.....'......'.....'.....'......'..... GCS La..3 :..........:............:.....:.. � ...:........................ • ......:........;........� ...... +358 � !- � to � : : : : : : : : : : : : : : : : : : : : : : : : : : oho N� 56, ......:......:.....:.....:......:..... ..... ... ...... ; ..... ; ...... z u, W o ..... ......W V ,..� : ::.....................................:..'�..:........... ...... ...................... a '�' NW 3560 4c ........................... ........ ......... .............. ...... :......: W W H + IL : .......:................. .............................;........................ .... ... 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EXP. lies. : : .. ...... ...... .............. ............... .....:.....:......................:.............:......:........... .......... ,. .. ..... ................ ...... ...... .....;..... ;....... ;. .....'..... ..... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . •...' ,pg � 157600 ..... ....... ..... ..... ................ ..... ..... .................... ..... ..... .. ...... : D R SION APPROVED Y: MA IAN: = DATE 11/9/13 .. ..... ........SHAW R C E 32178 DATE. . : EXP. 12/31/14: ....... : ...... ; ...... ; ...... ; ..... DR BY TG .... ..... ........................... ...... ..... ; ...... ; ..... ; ..... ; ...... ; ..... ; ..... ; ...... ' ..... ..... ..... ..... ' ...... ' ..... ................. ..... ..... ' ...... qC BY RM ..... ; ...... ; ..... ; ..... ; .. . ; ...... ; ..... ..... ; ...... ;......:........:........:....... AS SH SCALE OWN ..... :......: ..... :..........................: ..... :......: ..... : ..... ...... ..... ..... ..................: ..... ;...... ..... : ..... :......: ..... ; ..... ;......: ..... ; ..... ..................; ..... ;......; ..... ; ..... ......; ..... ; ..... ;...... ..... ; ..... ..................; ................. ..... ' : : : : SHE ET .....:......:......: ..... ; ..... :....... ......:..... •....... •...... : PROF�E SCALE ; NUMBER :......................................................... ........................ ..............................................:......:.....'................ ......:............ ....... ........... ........ ..... ..... r - 4o HOWONTAL ................................................................................................:........................... �' - i' VERTICAL _........_..........................................................................................................................._..................................._....................................................:........:................:........:........:........:........:........:........:........:.................:........:.......................:..........................: OF 31 SHEETS PLOT DAT11/09/2013 10:22 FILE: K:\157600\dwg\Stine-Grading\2013_10-15-STINE - GRADING.dwg LQ Zt i �X" v w �0 v v v ps �o 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 (627R7) LOT A CANAL CONSTRUCT CASE 'A' WHEELCHAIR RAMP PER ' CALTR4NS STD. A88A\ss� r ED EDGE _MENT GRADE SWALE TO DPA1N CURVE Cl 0 89°3836" R=30.00' L=46.94' T=29.81' CONSTRUCT FUTURE TRAFFIC SIGNAL CONDUITS PER C.O.B STANDARD T-33 (TYP) FUTURE CURB & GUTTER LOCATION STREET INTERCONNECT M INSTALL PULL BOX (NO.5) WITH EXTENSION 02 INSTALL 3" COONDUIT NOTE.• LOCATIONS OF PULL BOX AND CONDUIT ARE APPROXIMATE EX. EDGE OF PAVEMENT (PROPOSED EDGE OF PAVEMENT 3 33 a 90� Q60.96 0 0F _ YL P7-ki;�i?,q38 GRADE SWALE TO DRAIN LQ - -- -----------_---. ---------- ONSTRUCT FUTURE TRAFFI = 600' LANE TAPER GRADE SWALE TO DRAIN (50mph POSTED SPEED x 1200'.SHIFT) EX. SAWCUT LINE PROPOSED EDGE _ OF PAVEMENT 1Z. - �c�Q 36 — t 11 J61 I 00 .� 40 MATCH PAVEMENT AT EXISTING SAWCUT LINE 361.13 + DYL 41 Z SCALE. 1 " = 40' FUTURE CURB & GUTTER LOCATION GRADE SWALE TO DRAIN tz W O _ _ _ „360.97-------------------- W T SAWCUT SAWCUT SAWCUT SAWCUT EP AP N 0 361.22 �_ +361.29 361 Z77.44 61.43 urL42 43 44 45 MONWELL 0 z 2 U W s W La W D z 0 W a W ce CL a No. C675 9 �, E X P• G t J�glF cI CA P, W CK z C7 a O9 p� a / J i a'o `5Ap 359.88 FL6 ER S/END j Q O _ _ _ „360.97-------------------- W T SAWCUT SAWCUT SAWCUT SAWCUT EP AP N 0 361.22 �_ +361.29 361 Z77.44 61.43 urL42 43 44 45 MONWELL 0 z 2 U W s W La W D z 0 W a W ce CL a No. C675 9 �, E X P• G t J�glF cI CA P, _ SIGNAL, CONDUITS PER C.O� I �--� NOTES. STANDA T-33 (TVP) Q 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER - - ---\ Q ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO Z r A DEPTH OF 12 INCHES. W 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT Lu Z w WHERE NOTED AS FLOWLINE STATIONING. • ' 5 J. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG • STINE ROAD FLOWLINE. W to 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE • Q O DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE O 00 STAAF 34+40,.00,.00 TO 5m83ALONG OPENING OF CATCH BASINS UNLESS NOTED z I) CO OTHERWISE. •,, J 3 Z WoN 34 35 36 37 38 39 40 41 42 43 44 45 V Y ............... .......................................................................................................................................................................................................... ................ ......... ................ ........................................ ....... ......... ......... ......... ........ ......................................... ................ ......... ......... ........ ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... -.... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... .. ...... 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C�.... .. .. ... .. .... .. .... .... ..... ...... .,.L.. ..... ...... ..... ..... ...... ..... ...... ..... ..... .... ..... ..... ...... ... 'I' .'1' .....,`.. "til" .�� ... ..... ..... ..... ..... ............. _................ . j . I W' W ftp ! W� OZ - erg �l �' : N� n® co®- M�ti <—I�� �� : r.. - O®o�I :mak op: ...... .. c ti .... ..... .... ©.,�.. :O) �4 ,C h�� • ` jjai t Y : Opt e . ...... ..... ...... ..... ..... .. . k tja!_` } V ef• V h .Op ® r7 � to � v 1� ALJ "` ��`" �';I:� � �` O Q v cc-1�i--. � r*�,�, "`Qc ' �• Q : : : , If) � •h V � .� Z In itii}^,:.i �L :F Q <I- . �) U tci ria t`l ;j t �f l: # e} ' .. !?. ..... ... r')�. .. Q . .... ...... ..... ..... �. ...... .. t. ...... �.nl.. ... �. �......:.. ,............ ........... ..... .......................... • ..... �.. mow..... ..... , ..... ........ .... 366 : I ��_��: � +366 . : .... .....'. '.. .' ... ...... .....'...4. ..... .. ...... ..... 9. ..... ..... ...... ..... ..... ........ .. ..... ..... 64 i ' : ....................... +364 co EXISTING WEST: EDGE EX. WEST EDGEcc PROPOSED EAST : OF PAVEMENT : EDGE• OF.P-AVEMENT : : : : 362! ..... ......: ..... .... :......: ..... : ..... ......: ..... : ..... :...... ..... : .......: ..... : ..... :...... ..... : ..... ...... ..... : ..... ...... ; ..... : ..... OF PAV MENT . +36 O ... ... .. ... ... ... ... ... ... ... ELEVATION: 2 r 4. _....,.....�. .. ... .. .. ..... J Z -- _�T .....N /yII 360 - : ' T : : - - - - _ : ' +360 U.04 ti o PROPOSED WEST ED : L0 —.0045- " / OF PA1/EMENT : GE : : : : : : : oto L0 : 4183: 0. FLOWUNE : : O .. ...... ..... ... ..... ..... ..... ...... ...... ..... ..... ...... ..... ..... ...... ..... CL 1— to 3586 ' PROPOSED WEST : :........:........ . .......6358 C: Q ELEVATION : : Z FLOKINE W o LY W O • .. .. .. ..... ..... .. ..... ...... ...... ..... ..... ..... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ... . �... .... ..... Q �W 356 +356 ZCC =cc vy cr) .. ..... CO) ... ..... ct ru .... ..... ...... ..... ..... ...... .. .. .. .... ...... .... ' W �QO : : ...... ............. ................ ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ... ...... ..... ..... ...... ..... ......��. ... ...... ..... ..... ...... Al 4EWSION A ROVED BY SERGIO CARRERZ4, R.C.E. C67589 :DATE ..... ...... is . . ... ..... ..... : • .AXP ia��0� , ..... ..... ..... ..... ...... ..... JOB WO 157600 DATE 1119/13 . ... .. ..... ...... ...... ..... ............................................. ..... .. . DR BY TG 0CKsy RM R IS510N APPROVED 23Y MARIAN SHAW, : R.C.E. 32178 : DATE : .. . ..... '......' ..... ..... ......' ..... ..... ......: .. ..... ......' ..... ..... '...... ..... ..... '......' ..... ' .... .. . .. ... ..... ...... ..... ..... ................. ..... ..... ........................»...... : �•X/' l2 f3/���` ' SCALE AS SHOWN SHEET . : . ..... .. N PROFILE SCALE UMBER ..... ............ ................. .................... ........... ........ ...................................... .............. .. .......................... ........ ..... ........... ..................... ............... .............. .................... ...... ..... 1" 4O HORIZONTAL T = 2' VERTICAL 25R ..................:........:.........:...............:................. :........................................... :........ ................ :........ ........ :....... ........ ........... :........ :................ :........ :........ :........ :........ :.................................................... .......................... :................. :..................................................... :........ :........ ........ :................. :........ :........ :........ :........ :........ :.................. .................................... F 1 O SHEETS PLOT DATII/09/2013 10:22 FILE: K:\157600\dwg\Stine-Grading\2013-10-15-STINE - GPADING.dwg W CK z C7 a O9 p� a �Q U O w o W Z O Z VCU) Zz� '�53 �09J �VO W O v W Z Z '4 LI JO _ SIGNAL, CONDUITS PER C.O� I �--� NOTES. STANDA T-33 (TVP) Q 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER - - ---\ Q ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO Z r A DEPTH OF 12 INCHES. W 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT Lu Z w WHERE NOTED AS FLOWLINE STATIONING. • ' 5 J. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG • STINE ROAD FLOWLINE. W to 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE • Q O DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE O 00 STAAF 34+40,.00,.00 TO 5m83ALONG OPENING OF CATCH BASINS UNLESS NOTED z I) CO OTHERWISE. •,, J 3 Z WoN 34 35 36 37 38 39 40 41 42 43 44 45 V Y ............... .......................................................................................................................................................................................................... ................ ......... ................ ........................................ ....... ......... ......... ......... ........ ......................................... ................ ......... ......... ........ ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... -.... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... .. ...... T : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : m 0 ..... ...... ..... ..... ...... ..... ..... ...... .. : : .... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... • ..�.• .... ..... ...... ' ..... ..... ..... : . : : : : : : : : : : : .. ..... ...... ..... ..... .. ... .... ...... ..... .... .... ..... ...... ..... ..... ..... ..... ...... .. :NI ...... ...... ..... ..... ..... .. ...... ..... ..... .... ...... ...... ..... ...... ..... ..... ...... ...... ..... ...... ...... ..... ..... ...... ..... .. ...... ..... ... .. ...... ..... ..... .. .. ..... .... ...... ..... ...... ...... ...... ..... ...... ...... ..... ...... .. ...... ... ...... .. ..... ..... ...... ..... ..... ...... .. .. .... ..... .. ... ... ,r, •, ^le,<} ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... .... ..... ... ...... ... C�.... .. .. ... .. .... .. .... .... ..... ...... .,.L.. ..... ...... ..... ..... ...... ..... ...... ..... ..... .... ..... ..... ...... ... 'I' .'1' .....,`.. "til" .�� ... ..... ..... ..... ..... ............. _................ . j . I W' W ftp ! W� OZ - erg �l �' : N� n® co®- M�ti <—I�� �� : r.. - O®o�I :mak op: ...... .. c ti .... ..... .... ©.,�.. :O) �4 ,C h�� • ` jjai t Y : Opt e . ...... ..... ...... ..... ..... .. . k tja!_` } V ef• V h .Op ® r7 � to � v 1� ALJ "` ��`" �';I:� � �` O Q v cc-1�i--. � r*�,�, "`Qc ' �• Q : : : , If) � •h V � .� Z In itii}^,:.i �L :F Q <I- . �) U tci ria t`l ;j t �f l: # e} ' .. !?. ..... ... r')�. .. Q . .... ...... ..... ..... �. ...... .. t. ...... �.nl.. ... �. �......:.. ,............ ........... ..... .......................... • ..... �.. mow..... ..... , ..... ........ .... 366 : I ��_��: � +366 . : .... .....'. '.. .' ... ...... .....'...4. ..... .. ...... ..... 9. ..... ..... ...... ..... ..... ........ .. ..... ..... 64 i ' : ....................... +364 co EXISTING WEST: EDGE EX. WEST EDGEcc PROPOSED EAST : OF PAVEMENT : EDGE• OF.P-AVEMENT : : : : 362! ..... ......: ..... .... :......: ..... : ..... ......: ..... : ..... :...... ..... : .......: ..... : ..... :...... ..... : ..... ...... ..... : ..... ...... ; ..... : ..... OF PAV MENT . +36 O ... ... .. ... ... ... ... ... ... ... ELEVATION: 2 r 4. _....,.....�. .. ... .. .. ..... J Z -- _�T .....N /yII 360 - : ' T : : - - - - _ : ' +360 U.04 ti o PROPOSED WEST ED : L0 —.0045- " / OF PA1/EMENT : GE : : : : : : : oto L0 : 4183: 0. FLOWUNE : : O .. ...... ..... ... ..... ..... ..... ...... ...... ..... ..... ...... ..... ..... ...... ..... CL 1— to 3586 ' PROPOSED WEST : :........:........ . .......6358 C: Q ELEVATION : : Z FLOKINE W o LY W O • .. .. .. ..... ..... .. ..... ...... ...... ..... ..... ..... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ... . �... .... ..... Q �W 356 +356 ZCC =cc vy cr) .. ..... CO) ... ..... ct ru .... ..... ...... ..... ..... ...... .. .. .. .... ...... .... ' W �QO : : ...... ............. ................ ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ... ...... ..... ..... ...... ..... ......��. ... ...... ..... ..... ...... Al 4EWSION A ROVED BY SERGIO CARRERZ4, R.C.E. C67589 :DATE ..... ...... is . . ... ..... ..... : • .AXP ia��0� , ..... ..... ..... ..... ...... ..... JOB WO 157600 DATE 1119/13 . ... .. ..... ...... ...... ..... ............................................. ..... .. . DR BY TG 0CKsy RM R IS510N APPROVED 23Y MARIAN SHAW, : R.C.E. 32178 : DATE : .. . ..... '......' ..... ..... ......' ..... ..... ......: .. ..... ......' ..... ..... '...... ..... ..... '......' ..... ' .... .. . .. ... ..... ...... ..... ..... ................. ..... ..... ........................»...... : �•X/' l2 f3/���` ' SCALE AS SHOWN SHEET . : . ..... .. N PROFILE SCALE UMBER ..... ............ ................. .................... ........... ........ ...................................... .............. .. .......................... ........ ..... ........... ..................... ............... .............. .................... ...... ..... 1" 4O HORIZONTAL T = 2' VERTICAL 25R ..................:........:.........:...............:................. :........................................... :........ ................ :........ ........ :....... ........ ........... :........ :................ :........ :........ :........ :........ :.................................................... .......................... :................. :..................................................... :........ :........ ........ :................. :........ :........ :........ :........ :........ :.................. .................................... F 1 O SHEETS PLOT DATII/09/2013 10:22 FILE: K:\157600\dwg\Stine-Grading\2013-10-15-STINE - GPADING.dwg ti co M cc L O c m v E 0 v, CL 3 0 N O O U) 3 0 0 0 0 0 n N y 0 3 ROADSIDE SIGN AND PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS AND RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY 2004, THE MUTCD 2003 EDITION AND MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATINS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE MUTCD, 2003 EDITION & MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKING FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING PAVEMENT MARKER, AND PAVEMENT MARKING SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 12. SEE STREET IMPROVEMENT PLANS FOR MEDIAN ISLAND DETAILS. 22+00 W Z STOP a � J / R26(0 z V EXISTING STRIPING O O J REMOVE AND SALVAGE EXISTING SIGNS 23+00 —I RETENTION BASIN STRIPING LEGEND SIGN LEGEND ® INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOs. Q INSTALL NEW 1 POST SIGN RIGHT TURN ONLY ARROW A20A, A20B AND A20D. NUMBER IN [] INDICATES DETAIL NO. KEEP RIGHT R6 -1R N ONE WAY (RIGHT) ON STANDARD PLAN. -Q- SIGN LOCATION LL INSTALL 12" WHITE LIMIT LINE AS SHOWN + SIGN POST �..� INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN co (D STOP INSTALL WHITE "STOP" LEGEND AS SHOWN in tD G ® INSTALL 8" WHITE GORE STRIPE AT THIRTY (30) FEET ON CENTER r AS SHOWN ON PLAN. CD to LIMIT OF PAVEMENT 24+00 25+00 26+00 +— i — 1 — S 00'29'44" W W O m Q W W N M iD R/W 43 w 0 0 ad r- 0 aJ N 27+00 28+00 I i --T- -- i 42 STRIPING PLAN 22+00 - 32+00 STRIPING PLAN 32+00 - 36+00 41 SIGN LEGEND TYPE K (CA) N REFLECTIVE MARKER OM1 -3 N REFLECTIVE OBJECT MARKER R1-1 STOP R3 -5R N RIGHT TURN ONLY ARROW R4-7 N KEEP RIGHT R6 -1R N ONE WAY (RIGHT) R26(CA) NO NG ANY ME SNSN STREET NAME AME S GN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. E3 0 40' 60' 80' 1: 40 - A : : - i 0 EW EDGE OF WALK FL FLOWLINE R/W RIGHT OF WAY INSTAL 141-6(0 NSTALL 'TYPE ill 6ARRIGAVE PER GAI.TQAN5 5'rANCAI¢D PLAN �. WZ-6 WITu 0041-3 MARKER - 00 I I I 9'�QQf cADE /S TD 40 FROM F14W,t,Vr rO FLOWUM9 INSTALL 01-6 (k) R1-1 /� SN STOF I ii i ii l� I ii i BERKSHIRE ROAD SEE SHEET 27 O J W ca W W U) N M U JRC 07.01.19 Dson. YY.MM.DD Drawing No. _C Sheet 0 26 of 31 O O +_ O •�t co (D E O in tD G v CD to c Q N O y Cc Q .14 n '.m � 3 Permit -Seal (D co Z 5 (L 0 z FL_ N CO Z W Q rx Un ID co W r D C" LOti u') _z co U Qz w z F— U) U w O� Y �- m �rl-s � No. 59320 Project Number. 20250054 File Name: ACV AJW Dwn. Chkd. JRC 07.01.19 Dson. YY.MM.DD Drawing No. Revision Sheet 0 26 of 31 /—�557 /—z I ►NSiAI.I TYPE III R AKR I CAbB W to PER CA1.rKAN5 5TAF1p,41Lv. + Pf,Anl w1-6 wpNW �---------------- -- --- — ---------------------�........_—_....---._.._.—.......—_......._....._...---._...—......_......_.—...._—._...---_� �r OM1 -3 M4r-KEle • (' = - _--------- .._...._--w - _ _ _ _ - _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _-_ - _ _ _ _ _ - _ _ _ _- � _ W-jetupie is w3-1 7D (�D F90#K R1-1 54+15 FCOWUN - '� LIMIT OF PAVEMENT I�GOr✓LINE• I I 1 Z d 51+00 52+00 53+00 — 54+00 55+00 56+00 LL N a ON 89'03'34" W R26 CA Z 22 FL R26 C `O R26 CA ,'o N R26 CA 55+00 0 51+40 2 — — — — — — — — 0 r Lu Q 00 m W Q W W = CO co i W m 40 + N W 00 Q W � W �N W m c i 12 11 10 D �+ �+ O 7+00 000 58+0 59+00 — 60+00 — O CD N 89'03'34" W W Y.1 in R26 CA u) co ��// °-a 59+31 = W -------�------ -- — —____----_---..�....=....—_..._......_-----------------------..._.-- __ ______—_ _ _ _ __ _ _ _ __ _ -_ _- _ _ _ _ __-_---------- 61+19 169 62+00 LIMIT OF PAVEMENT 63+00 —4 +-- — 168 19 64+00 6 +00 N 89'03'34" W 22 R26(10� 64+35 a/w 66+00 M STRIPING PLAN 50+00 - 76+00 7 67+00 68+00 ce. 7R /A LSNS- 172 _ __¢_ — --- - - - --ti 69+00 I— M ROADSIDE SIGN AND PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS AND RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY 2004, THE MUTCD 2003 EDITION AND MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATINS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE MUTCD, 2003 EDITION &MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKING FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING PAVEMENT MARKER, AND PAVEMENT MARKING SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 12. SEE STREET IMPROVEMENT PLANS FOR MEDIAN ISLAND DETAILS. SIGN LEGEND TYPE K (CA) N REFLECTIVE MARKER R/W7 REFLECTIVE OBJECT MARKER R1-1 N STOP 7 6 5 4 3 2 1 -------�------ -- — —____----_---..�....=....—_..._......_-----------------------..._.-- __ ______—_ _ _ _ __ _ _ _ __ _ -_ _- _ _ _ _ __-_---------- 61+19 169 62+00 LIMIT OF PAVEMENT 63+00 —4 +-- — 168 19 64+00 6 +00 N 89'03'34" W 22 R26(10� 64+35 a/w 66+00 M STRIPING PLAN 50+00 - 76+00 7 67+00 68+00 ce. 7R /A LSNS- 172 _ __¢_ — --- - - - --ti 69+00 I— M ROADSIDE SIGN AND PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS AND RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY 2004, THE MUTCD 2003 EDITION AND MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATINS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE MUTCD, 2003 EDITION &MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKING FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING PAVEMENT MARKER, AND PAVEMENT MARKING SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 12. SEE STREET IMPROVEMENT PLANS FOR MEDIAN ISLAND DETAILS. SIGN LEGEND TYPE K (CA) N REFLECTIVE MARKER OM1 -3 N REFLECTIVE OBJECT MARKER R1-1 N STOP R3 -5R N RIGHT TURN ONLY ARROW R3-61- N OPTIONAL MOVEMENT LANE CONTROL R4-7 N KEEP RIGHT R5-1 N DO NOT ENTER R6 -1R N ONE WAY (RIGHT) R26(CA) N NO PARKING ANY TIME SNS N STREET NAME SIGN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. STRIPING LEGEND 173 0 40' 60' 80' SIGN LEGEND Q INSTALL NEW 1 POST SIGN -� SIGN LOCATION ® INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B AND A20D. NUMBER IN Q INDICATES DETAIL NO. ON STANDARD PLAN. a INSTALL 12" WHITE LIMIT LINE AS SHOWN �..� INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN j� INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN INSTALL TYPE II(L) WHITE ARROW CENTERED IN LANE AS SHOWN STOP INSTALL WHITE "STOP' LEGEND AS SHOWN & BIKE LANE SYMBOL PER A24C OF CALTRANS STANDARD DRAWINGS ®INSTALL 8' WHITE GORE STRIPE AT THIRTY (30) FEET ON CENTER AS SHOWN ON PLAN. 171 ABBREVIATIONS EW EDGE OF WALK FL FLOWUNE R/W RIGHT OF WAY 170 0 N ti c Q0 0j W W m W W coU) ...✓ i W m w CU o'o m C O O o, a Q d o�om� O (D Q N `o 4)Mm a°i ¢ cfl tC; 0 m -0—Z v E - m O t1 CO to v aco�°ai V L p V W p � o to tp o a U c n _ 3 C <V O vic °c 3 v in m cy) 3 a�N Cv a�_ m v.. %.e Y=1U0O 0 d U 8 m Ov2 C =a,z.$ 8 w o to v $ N L "-c rnd o0 oo� in O to C7 C.t m No. 59320 a 06 Project Number: 20250054 File Name: ACV AJW JRC 07.01.19 own. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet 0 27 of 31 Z CL o 04 zz CL Q ll— y W = cn U Q a U DC LO UJ C.0 U = z W Q � U) u - ID z �U co w o Q W Y U) m i~ m a� V Permit -Seal m No. 59320 a 06 Project Number: 20250054 File Name: ACV AJW JRC 07.01.19 own. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet 0 27 of 31 W V v v i i i i I I 00 co O , 4�t�0EE—SSS/p\ No. C67589 i i * EXP. � I i j t l J>9j CIVIL ���Q i I� � iiiI i — — — — — — — — — — — — F of Cpv�E 1 2 li i l OC I► I �i SCALE. 1"= 40' l i I N o0 LOT A CANAL aM01N a��N MATCH EX. STRIPING TYPE IV(R) ARROW rn z0 N N o v R26(CA) SIGN cv Q 0 0 BIKE LANE SYMBOL PER A24C OF o c \ CALTRANS STANDARD PLANS J�----------- _`_--------_-- w 1 �O DETAIL 39 R7-9 SIGN DETAIL 39 N Z Z DETAIL 38 ►� R7-9 SIGN NDETAIL 9 v � DETAIL 39 N DETAIL 9 _ _._ __ __- -----_..--------- ---- :Z- a J 29 a 25 - �_ - - __---- ---_ _ �= _ _ _26 —� _-- =28= _ 30 31 32 EXISTING R4-7 ___ -_ -_ - - -__ _— __ �— O —� SIGN TO REMAIN �eDETAIL 29 $PP O+ I (TYP) N- ------------ -------- -- v Cn '" (3 v V v LOT A CANAL A i� O 0 I DETAIL 38 N r Nor— _ - 37 DETAIL 22 38 200' STORAGE EXISTING R1-1 EXISTING STOP BAR AND LEGEND ST/NE ROAD w mmom— SCALE- 1 " = 40' m N ru � ru o �CL ^� TP AIL 278 DETAIL 29(tYP) 40 41 90' BAY TAPER ST/NE ROAD A ZL 42 APPROVED BY SERGIO CARRER4, R.C.E. C67589 DATE EXP. 0,/.3►/15tz t�t^ � vJ APPROVED BY MARIAN SHAW, R.C.E. 32178 DATE W EXP. 12/31/14 0, O Q. LIU N NOTES. 1. TR4FIC STRIPING, PAVEMENT LEGENDS AND RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS, CURRENT EDITION, AND THE MUTCD, CURRENT EDITION. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS CONSTRUCTION. J. ALL CONFLICTING MARKING SHALL BE REMOVED BY WET SANDBLASTING. STRIPING REMOVAL SHALL OCCUR BETWEEN STATIONS 24+66.53 AND 44+15.8J. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLYA OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE MUTCD. 5. ALL POSTS SHALL BE PER CITY OF BAKERSRIELD STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITYH OF BAKERSFIELD. 7. STRIPING AND MARKING FOR STOP BARS AND "STOP" TEXT SHALL BE 7HERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT S7RIPING TO BE 7HERMOPLAS77C PAINT PER CALTRANS STANDARD SPECIFICATIONS. 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING PAVEMENT MARKER, AND PAVEMENT MARKING SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON 771E PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF S7RIPE, OR BETWEEN CEN7ERS OF STRIPES 11. ALL EXIS77NG STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CON7R4CT0 ' OPERATIONS SHALL BE REPLACED AT THE CONTR4CTORS EXPENSE. 12. SEE STREET IMPROVEMENT PLANS FOR MEDIAN ISLAND DETAILS. 13. ALL MEDIAN NOSES SHALL BE PAINTED YELLOW. z 0 i-- ce U N W 0 � W) .rteLu M Z BIKE LANE SYMBOL PER A24C OF R 1-1 MOD W3-1 Cil J^ WOv \"STOP CALTR4NS STANDARD PLANS m a j *am CO3 ZT AHEAD WZ� Cal Z NZ ----------- ----- — Milo ti La d O W •o WQCO R1-1 Z 91 Gp OWS V. v I N o o°pp N Jo Q O V� MATCH EX. STRIPING Q 0 rL a = 2 ~a ( � � a W m � Z N DETAIL 39 DETAIL39 tl STOP BAR AND LEGEND DETAIL 29 � N u N_ O M 11 � DETAIL 22 it N ot 18' 20' 12' 18' to 12' 12Nx' 34 35J6DETAIL 38 �u A i� O 0 I DETAIL 38 N r Nor— _ - 37 DETAIL 22 38 200' STORAGE EXISTING R1-1 EXISTING STOP BAR AND LEGEND ST/NE ROAD w mmom— SCALE- 1 " = 40' m N ru � ru o �CL ^� TP AIL 278 DETAIL 29(tYP) 40 41 90' BAY TAPER ST/NE ROAD A ZL 42 APPROVED BY SERGIO CARRER4, R.C.E. C67589 DATE EXP. 0,/.3►/15tz t�t^ � vJ APPROVED BY MARIAN SHAW, R.C.E. 32178 DATE W EXP. 12/31/14 0, O Q. LIU N NOTES. 1. TR4FIC STRIPING, PAVEMENT LEGENDS AND RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS, CURRENT EDITION, AND THE MUTCD, CURRENT EDITION. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS CONSTRUCTION. J. ALL CONFLICTING MARKING SHALL BE REMOVED BY WET SANDBLASTING. STRIPING REMOVAL SHALL OCCUR BETWEEN STATIONS 24+66.53 AND 44+15.8J. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLYA OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE MUTCD. 5. ALL POSTS SHALL BE PER CITY OF BAKERSRIELD STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITYH OF BAKERSFIELD. 7. STRIPING AND MARKING FOR STOP BARS AND "STOP" TEXT SHALL BE 7HERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT S7RIPING TO BE 7HERMOPLAS77C PAINT PER CALTRANS STANDARD SPECIFICATIONS. 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING PAVEMENT MARKER, AND PAVEMENT MARKING SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON 771E PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF S7RIPE, OR BETWEEN CEN7ERS OF STRIPES 11. ALL EXIS77NG STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CON7R4CT0 ' OPERATIONS SHALL BE REPLACED AT THE CONTR4CTORS EXPENSE. 12. SEE STREET IMPROVEMENT PLANS FOR MEDIAN ISLAND DETAILS. 13. ALL MEDIAN NOSES SHALL BE PAINTED YELLOW. z 0 i-- ce U N W 0 � W) .rteLu M Z BIKE LANE SYMBOL PER A24C OF R 1-1 MOD OC o U. Cil J^ WOv W CALTR4NS STANDARD PLANS m a j *am CO3 ZT WZ� Cal Z NZ ----------- ----- — Milo ti La d O W •o WQCO R1-1 Z 91 Gp OWS V. ZJ� W V o cove Q Z Jo io V� MATCH EX. STRIPING Q 0 rL a = 2 ~a � � a W m � Z N DETAIL 39 DETAIL39 tl STOP BAR AND LEGEND DETAIL 29 N j DETAIL 22 34 35J6DETAIL 38 �u --- --_____.__ _____ �_, N 90' BAY TAPER PP 200' STORAGE O O Q o 59 LF DETAIL 27B Q Q oe QQQ � Np �m ^'ZO MmW 01000 M4ZiWW A i� O 0 I DETAIL 38 N r Nor— _ - 37 DETAIL 22 38 200' STORAGE EXISTING R1-1 EXISTING STOP BAR AND LEGEND ST/NE ROAD w mmom— SCALE- 1 " = 40' m N ru � ru o �CL ^� TP AIL 278 DETAIL 29(tYP) 40 41 90' BAY TAPER ST/NE ROAD A ZL 42 APPROVED BY SERGIO CARRER4, R.C.E. C67589 DATE EXP. 0,/.3►/15tz t�t^ � vJ APPROVED BY MARIAN SHAW, R.C.E. 32178 DATE W EXP. 12/31/14 0, O Q. LIU N NOTES. 1. TR4FIC STRIPING, PAVEMENT LEGENDS AND RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS, CURRENT EDITION, AND THE MUTCD, CURRENT EDITION. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS CONSTRUCTION. J. ALL CONFLICTING MARKING SHALL BE REMOVED BY WET SANDBLASTING. STRIPING REMOVAL SHALL OCCUR BETWEEN STATIONS 24+66.53 AND 44+15.8J. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLYA OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE MUTCD. 5. ALL POSTS SHALL BE PER CITY OF BAKERSRIELD STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITYH OF BAKERSFIELD. 7. STRIPING AND MARKING FOR STOP BARS AND "STOP" TEXT SHALL BE 7HERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT S7RIPING TO BE 7HERMOPLAS77C PAINT PER CALTRANS STANDARD SPECIFICATIONS. 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING PAVEMENT MARKER, AND PAVEMENT MARKING SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON 771E PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF S7RIPE, OR BETWEEN CEN7ERS OF STRIPES 11. ALL EXIS77NG STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CON7R4CT0 ' OPERATIONS SHALL BE REPLACED AT THE CONTR4CTORS EXPENSE. 12. SEE STREET IMPROVEMENT PLANS FOR MEDIAN ISLAND DETAILS. 13. ALL MEDIAN NOSES SHALL BE PAINTED YELLOW. z 0 i-- ce U N W 0 N � W) .rteLu M Z � aLID 0- cr0) ' MOD OC o U. J^ WOv W Z m a j *am CO3 ZT WZ� Cal Z NZ ----------- ----- — Milo ti La d O W •o WQCO Q Z 91 Gp OWS V. ZJ� W V o cove Q Z Jo W m V� MATCH EX. STRIPING Q 0 N J Q� M cz, WWW Z a o Z Cal Z NZ ----------- ----- — a ti La d O --=N V. 44 45 1— w ~ND MATCH EX. STRIPING Q 0 rL a = 2 ~a � � a W m � Z N U) PI /1T nATF• 11 /Ila /91113 111.99 FO F - JOB Np 157600 Dpi 11/9/13 DR BY TG CK BY RM SCALE AS SHOWN SHEET NUMBER 28R OF 31 SHEETS r K:\157600\dwg\Stine-Grading\2013-10-15-STINE - GRADING4 KA 25 26 _ � L��4 Q Ot LAJ ce m LOT A CANAL25 Zo W W EX. CURB & GUTTER 4! • • • • • • • • • • • • • • tn • • • m 33 34 `�� 37 LLLJJ —EX EP PPS 0) 0 —EX EP - EX. CURB & GUTTER — EK MEDIAN CURB EX. CURB & GUTTER 27+ 10 + C23(CA) SIGN "ROAD WORK AHEAD" ^ (320' ADVANCE WARNING) ST/NE ROAD 38 • • • 396 • POST TUBE DEELINEATORS ® 20' SPACING (TYP) REMOVE EX. STRIPING - m LOT A CANAL 40+20 G20-2 SIGN "END ROAD WORK" 41 No. C67589 * °Q'• J�91f �l CA Z � SCALE. 1 " = 40' 0 30+00 + G20-2 SIGN "END ROAD WORK" z 0 W EX. CURB & GUTTER ~ Z cc W Q POST TUBE DEELINEATORS v ® 20" SPACING (TYP) W _ CC ci • • • • • Q3 a O • m 31 • • • • 320 • • -- - EX EP — app + �30+30 + REMOVE EX. STRIPING N C 17(C4) SIGN WORK SPEED --- LIMIT 25MPH ' — -- R SION PPROVED BY SERGIO CARRERA, R.C.E. C6758 DATE EXP. (%30115 &A e1w141__ 11-12-15- A R SIGN APPROVED BY MARIAN SHAW, R.C.E. 32178 DATE W EXP. 12/31/14 4. Q_ 41+00 + C17(CA) SIGN "ROAD WORK SPEED LIMIT 25MPH" 42 STAGE2 Z SCALE- 1 " = 40' — EX. EP — -- EX. EP -- V�L0 ZzLO Lu U) �Zcp 0� L - �Uo Luo -S - W Z ;, oc UJ JO adz Z Lu T CID• Z w -- oC � W •o WQCO �C Z Co . W� Z -� WON Q W cc V r 44+20 C23(CA) SIGN / "ROAD WORK AHEAD" / (320' ADVANCE WARNING) 0. I � a Z Z a5 r*ft cc to GUE .�. Lc)r = 40 OR 43 44 45 co) a 1. U) usN W D 0Q — a � = amc ~a W W m Z tj TRAFFIC CONTROL PLAN CONSTRUCT/ON OF EAST SIDE OF ST/NE ROAD " W-1 57600 DATE 11/9/13 DR BY TG CK By RM SCALE AS SHOWN SHEET NUMBER 30R OF 31 SHEETS rWl VAIL: 11/UU/LUIJ IU:4e rtLt: K:\157600\dwg\Stine-Grading\2013-10-15-STINE - GMINGA EP Y Q' TAA= M Y EXISTING EP D a fisc]],, 0 IFFER LENGTH 63 LF M TRANSITION LENGTH aA� F � � '� CF �a u<s n �. � � "�' ,3„ Xv � • '� ¢ s vIS?-.c• �� 2�" �.ii�` TEPz:Y �€'s �e��\y.,t wS� y'3s £R1-1(CA)/ F] m, mak _ a A ! , \x :. : W4 -4P # 3- b h a da t < r v s< � IA ams v x xy J * Y 4 y r Y f Lhss<` r L FUTURE CL 3v £ � 5-41 ga41 I EXISTING E YC > F " q I v y 4 fi \ i PJ TUAJ XV.P h nP s 1 A J-rJF)i! x9r�N rM i O r 0 0 . O rn LIJ T rt �. s 'h.. t a.. A '�- x ... .. .i , ...'7,1 . - .. ,. c . f .� ,.. .Y._. a v. r ry ... , .. a ,.. 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W `x'3.,0. f.• rz s � #3 r .d� .. ,'... •'+3,>.: O r XIS'nNG EP O vi ..,F�:,�a..ra:.',>,s..c.:-:sa:.;tti�m''*,`"'=im�',::.'.;aG'a�`3sY,s�.t....-�' >s�-�":•'x e�!- 2 . �,- ;.x<�; O POST TUBE DELINEATORS TORE FL M ® 20' SPACING (TYP) TO REMAIN w z J ST NE ROADU F - Q FL 1Nt �W20-1/C12F—] REMOVE POST TUBE DELINEATORS (TYP) UTURE FL —/w EXISTING EP k 0 40 60 80 40Mt77 E -� SCALE: 1 " = 40' LEGEND CENTERLINE NEW 1 POST SIGN ® NEW 1 POST SIGN (CALLOUT) �i EXISTING 1 POST SIGN LINEAL FEET EXISTING 1 POST SIGN (CALL; RIGHT OF WAY TO REMAIN OREMOVE AND SALVAGE ,j WORK AREA <` TRAVELED AREA W 0 PROPOSED POST TUBE DELI • REMOVE POST TUBE DELINEA CONE SIGN (28" CONE MINI ABBREVIATIONS CL CENTERLINE EP EDGE OF PAVEMENT FL FLOWLINE LF LINEAL FEET R/W RIGHT OF WAY Sc SAWCUT TYP TYPICAL SIGNAGE LEGEND W13 1 :25 MPH C1211:NARROW LANE W20 -1v :ROAD WORK AHEAD W21 -5A :RIGHT SHOULDER CLOSED W20-2 :END ROAD WORK C17(FRONT) :SPEED LIMIT 25 MPH C17(BACK) :END 25 MPH SPEED LIMIT W4 -4P :THROUGH TRAFFIC DOES NOT STOP 1. 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