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HomeMy WebLinkAbout1.1-6557 Ph 2 RevisionE CLN rn 3 0 0 N a: i 0 i to to tom i 0 0 N 0 0 N LOIt 0 i U i It 0 C14 > 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 ARD SPECIFICATIONS. ONS. PRIOR TO COMMENCING G WORK ON THE PROJECT, THE CONTRACTOR PROVIDE TO THE ENGINEER THE FOLLOWING INFORMATION: OR SHALL 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 (5.8% 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 (95%) 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 CITY OF BAKERSFIELD, COUNTY OF KERN, CALIFORNIA STREE 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 E INDICATE THAT THE RELATIVE DENSITY IS BELOW NINETY-FIVE FIVE PERCENT (95%) BUT ABOVE NINETY-TWO TY TWO AND NINETY-THREE TENTHS HS PER CENT o. T C (92.9 HE CONTRACTOR WILL BE ADVISED HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY A D THAT HIS MATERIALS, OR PROCEDURES O ND THAT R BOTH, NEED ADJUSTMENT. ASPHALT CONCRETE E SP REA DING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR ACT OR 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 (93%). THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED D AN DRE 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.0.8 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 % 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 1/4" 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. TRA wl 0 w c� o z_ Q W z N T IMPROVEMENT PLANS C T NO. 6557 PHASE 2 PHASE 2 PHASE I BERKSHIRE ROAD ""'"" """ '• •"�.".".--'.--..... .•..:' / SHEET 14 & 17 BERKSHIRE ROAD�- LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LO 12 11 10 9 8 7 6 5 4 3 2 1 T SHEET 15 & 17 LOT LOT _e..... ._::.... _ ......,,.. 3#:..::e =... :, LOT LOT LOT LOT LOT LOT LOT .:; ::•E.' .<. 17 18 19 20 21 LOT LOT LOT LOT 16 LOT g LOT T T LOT LOT LOT 173 7 1 2 171 170 168 �>1 27 26 ,,. `�: % LOT AB LOT N ff - EA. z W 44 EA. i 36 s" z z 4 i, OT CRYSTAL SHEET 3 CASCADE LANE ] n; _ ' ' LOT w -••, it € ., 167 ff l { LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 13 14 1 5 16 17 18 19 20 21 22 23 24 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 35 34 33 32 31 30 29 28 27 26 25 LOT AB LOT N ff - EA. z W 44 EA. i 36 s" z z I 3 REMOVE EXISTING PAVEMENT RG ROUGH GRADE CONIC • 01 0 H m m w w V) z s V) LOT 161 LOT 1 6 2 LOT 37 } Q LOT 38 H LOT LOT w39 LOT m 0 LOT H 40 LUSTROUS LAS LOT ,,.. 156 LOT 155 f: i <' SHEET 8 LOT' LOT 52 103 41 105 W 107 LOT > 110 111 42 1 13 0 115 1 16 LOT W # 3 43 ! rq # o AB LOT N ff - EA. z W 44 EA. i QIw s" z z I 3 REMOVE EXISTING PAVEMENT RG ROUGH GRADE CONIC LOT J� O ' : �. > � z ( ts w Zw w0 w 3 OU ..... FS FINISH SURFACE CY 0 m a� H • 01 0 H m m w w V) z s V) LOT 161 LOT 1 6 2 LOT 163 L OT 164 LO LOT 16 5 166 <n: Y LOT LOT €€ LOT LOT 160 LO T 159 LOT 158 LOT 157 LOT ,,.. 156 LOT 155 f: i <' ,..,. 3 LOT t. Y LOT LOT €€ LOT LOT LOT LOT LOT IL5061 LOT # LOT' _ , ............... „ 52 103 104 105 106 107 108 109 110 111 112 1 13 114 115 1 16 iLOT ASPHALTIC CONCRETE # 3 .. ! rq # LOT AB AGGREGATE BASE 4 EA. E 17 EA. i z s" # E< I LF REMOVE EXISTING PAVEMENT RG ROUGH GRADE CONIC LOT J� O ' : �. > � LOT ( ts w Zw w0 w 3 OU FS FINISH SURFACE CY m a� • _> m .. ,w i i £E.,.I ,. 1,� , I LOT 102 LOT LOT LOT LOT LOT MIN LOT LOT -i LOT LOT 0 BEGIN CURB RETURN LOT :. .. CLARIONs .. CHANNEL ��� NEL A i L NE : LOT i c SH H. E T s� ��` 4 154 f F: , /}. LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT IL5061 LOT LOT 153 LOT' _ , ............... „ 52 103 104 105 106 107 108 109 110 111 112 1 13 114 115 1 16 w ASPHALTIC CONCRETE t 3 v# ! rq # 1112 AB AGGREGATE BASE 4 EA. MONUMENT ENCASEMENT 17 EA. MEDIAN CURB 0 LF SAWCUTTING 2800 LF REMOVE EXISTING PAVEMENT RG ROUGH GRADE CONIC LOT LF O ' : �. > � ~ U- ts w Zw w0 w M OU FS FINISH SURFACE CY CUBIC YARDS m a� • _> m INV 152 I ELEVATION £E.,.I ,. 1,� , I LOT 102 LOT LOT LOT LOT LOT MIN LOT LOT LOT LOT LOT LOT LOT 0 BEGIN CURB RETURN LOT ,....`..}""..__......, _ I t I.,.: M 127 128 126 125 124 ROOF DRAIN 123 122 1 21 120 119 11 8 117 W� NL",`w TYP 151 :..:.. „, :.; #,... i ` , I f in 2: 1 LO I ` }. LOT i ;<:# LOT 101 ASPHALT CONCRETE DIKE NOR NORMAL V V p LOT f: � _C,. I C` �"`;z=x � J F ;? >s v€ I� ,3 DEPRESSION LOT STATION RIVU_ET RUN COURT of NO. 150 � CENTERLINE _... i �< LOT 129 NAP SHEET 5 STD. STANDARD W LOT _....... . .' # a r ' ,,�'r.; _. _..-„ ___..,.._..._.._:. EXIST. CONTOUR 100 2% o w 149 -y SHEET FLOW RATE ....:. ......... _..., . ._,� LOT 99 LOT LOT 130 131 LOT 132 LOT LOT 133 134 LOT 135 LOT 136 LOT 137 LOT 138 LOT 139 LOT 140 LOT 141 - LOT ;:,. , f . `"; ;:::`:"" ? -: :.:: ;.:.: ( :. ... € ' "' I • ..:., # € € € #.. # ` ; r ; r r'TNo: .. i } RIGHT OF WAY z 148 .; i €" € f t5 . #.. # i LOT LOT LOT LOT LOT LOT LOT LOT LOT L OT LOT LOT LOT m LOT 147 # ,,.;,. .-k%, `._.,,,.._ ................k ;,.,.,,_..I..:: ,__:: . _.. _, ...... w.,.......v.,._..........�� ! ""` " m 9 96 95 94 93 92 91 90 89 88 87 142 „ . € : ' I „ _: LOT LOT 146 ,..to :<; J w 5 : .� BL ACK P EAR L SHEET 6 co URT LOT 86 143.........:...... i..::::,!..::.,:;�.::.F,:%.�', # L •.. ;`•<:`:, ga: , .$ �-::,i;<.L�� ............. ..........�. ..;,:, LOT ..................:................. :. LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 1 , . ,.........., cE �,._.....; . ,..w._,. . " 74 75 76 77 78 79 80 81 82 83 LOT 85 % #'-°i f� LOT >:. #:.. ,.. .. ... r: a i� nY `. 3 ; wi.t: I,.i •v.,`tF: Ll.>: i:. moi= �i G::i' € l:`✓'i 145 /.: .. " F i 1 € T I �.... _..._... j :: _._: :.. LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOTEL60T `I,: .....:.............V ......- 73 72 71 70 69 68 67 66 65 64 63 62 61 ....................... :w ` € TWINKLE LANE SHEET 9 Q 3 TWINKLE -w%;::r/i:;#,. SHEET 9 T4546T QUANTITY LOT LOTLOT 3.630 OT INTERIOR AGG. BASE 3,600 47 48 49 50 INDEX MAP M:. m o U 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 ("GREEN BOOK"). 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 -L R2 CRYSTAL CASCADE LANE DETAILS/ CROSS SECTIONS 4 CLARION CHANNEL LANE 2 5 RIVULET RUN COURT 6 BLACK PEARL COURT 7 TORRENT WAY 8 LUSTROUS LANE & RUSHING BROOK ROAD 9 TWINKLE LANE 10 BURNISHED BRONZE DRIVE 11 COBBLE CREEK WAY & AMOUNA2GLISTEN WAY (Z12 TAIN RIDGE DRIVE IJA_4�� BY' XWN ,51114WAI AL 8�' �4ulr-L G,�'�1t1A 1 MOUNTAIN RIDGE DRIVE 14 BERKSHIRE ROAD 15 BERKSHIRE ROAD MOUNTAIN, RIDGE DRIVE SIGNAGE, AND STRfPING 17 BERKSFWRE ROADYS_tGNAGE AND STRIPING BENCH MARK USED CHISLED SQUARE ON TOP OF EAST CURB AT MID BLOCK OF PHASE 1 OF BURNISHED BRONZE DRIVE. ELEV. = 355.58 USGS DATUM REF: TRACT NO. 6557 - PHASE 1 STREET PLANS OWNER/SUBDIVIDER LENNAR HOMES OF CALIFORNIA, INC. 8080 N PALM, #110 FRESNO, CA 93711 If -IT -16 -16 SCALE 1" = 200' PANAMA LN VICINITY C NITY M AP I; � -6�Q 1r O CL I x CL e t r � a w l � 4' g c 00 ev LEGEND �, OF ABBREVIATIONS � TIONS s A AND SYMBOLS LS QUANTITY UNIT INTERIOR STREET PAVEMENT 3.630 TONS INTERIOR AGG. BASE 3,600 CY. LOT LOT LOT LOT LOT IL5061 LOT LOT LOT' 51 52 53 54 55 LF. 57 58 59 11, CB CATCH BASIN EA A q GB GRADE BREAK AC ASPHALTIC CONCRETE INDEX MAP M:. m o U 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 ("GREEN BOOK"). 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 -L R2 CRYSTAL CASCADE LANE DETAILS/ CROSS SECTIONS 4 CLARION CHANNEL LANE 2 5 RIVULET RUN COURT 6 BLACK PEARL COURT 7 TORRENT WAY 8 LUSTROUS LANE & RUSHING BROOK ROAD 9 TWINKLE LANE 10 BURNISHED BRONZE DRIVE 11 COBBLE CREEK WAY & AMOUNA2GLISTEN WAY (Z12 TAIN RIDGE DRIVE IJA_4�� BY' XWN ,51114WAI AL 8�' �4ulr-L G,�'�1t1A 1 MOUNTAIN RIDGE DRIVE 14 BERKSHIRE ROAD 15 BERKSHIRE ROAD MOUNTAIN, RIDGE DRIVE SIGNAGE, AND STRfPING 17 BERKSFWRE ROADYS_tGNAGE AND STRIPING BENCH MARK USED CHISLED SQUARE ON TOP OF EAST CURB AT MID BLOCK OF PHASE 1 OF BURNISHED BRONZE DRIVE. ELEV. = 355.58 USGS DATUM REF: TRACT NO. 6557 - PHASE 1 STREET PLANS OWNER/SUBDIVIDER LENNAR HOMES OF CALIFORNIA, INC. 8080 N PALM, #110 FRESNO, CA 93711 If -IT -16 -16 SCALE 1" = 200' PANAMA LN VICINITY C NITY M AP I; � -6�Q 1r O CL I x CL e t r � a w l � 4' g c 00 ev LEGEND �, OF ABBREVIATIONS � TIONS s A AND SYMBOLS LS WALL BASIS OF BEARINGS THE WEST LINE OF PARCEL "A" OF PARCEL MAP HANDICAP RAMP WAIVER NO. 12-0378 AS PER CERTIFICATE OF CALTRANS STANDARD A88A COMPLIANCE RECORDED DECEMBER 27, 2012 AS DOCUMENT NO. 00021 21 8851 4, O.R. BEARING NORTH 00'11'52" EAST. SAID PARCEL "A" LYING WITHIN THE SOUTHEAST QUARTER OF SECTION 27 TOWNSHIP 30 SOUTH, RANGE 27 EAST. M.D.M. PRIVATE ENGINEER'S NOTICE ENGINEER TO CONTRACTORS STANTEC CONSULTING INC. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON 5500 MING AVENUE SUITE 300 THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR BAKERSFIELD, CA 93309 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. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. LIST OF ESTIMATED MATERIALS UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES CONSTRUCTION. 1-800-227-2600. ITEM QUANTITY UNIT INTERIOR STREET PAVEMENT 3.630 TONS INTERIOR AGG. BASE 3,600 CY. INTERIOR SUBGRADE PREP ` ._ _._ --1.... ^•(_ "��/-1--'fes TC TOP OF CURB TW TOP OF WALL ELEV. EXTERIOR AGG. BASE 1,450 CY. FL FLOWLINE ELEV. NTS NOT TO SCALE 15,200 LF. 4.5' WIDE INTERIOR SIDEWALK 4" THICK TG TOP OF GRATE CB CATCH BASIN EA A q GB GRADE BREAK AC ASPHALTIC CONCRETE t 3 EA. FG FINISH GRADE AB AGGREGATE BASE 4 EA. MONUMENT ENCASEMENT 17 EA. MEDIAN CURB 0 LF SAWCUTTING 2800 LF REMOVE EXISTING PAVEMENT RG ROUGH GRADE CONIC CONCRETE LF O ~ U- ts w Zw w0 w M OU FS FINISH SURFACE CY CUBIC YARDS m a� • INV INVERT OF PIPE ELEV ELEVATION Permit -Seal FP FINISH PAD ELEV. MIN MINIMUM ��� N BCR BEGIN CURB RETURN MAX MAXIMUM M ECR END CURB RETURN RD ROOF DRAIN EP EDGE OF PAVEMENT TYP TYPICAL ACD ASPHALT CONCRETE DIKE NOR NORMAL V V DEP. DEPRESSION STA. STATION �4 NO. NUMBER CENTERLINE v M NAP NOT A PART STD. STANDARD EXIST. CONTOUR 2% -y SHEET FLOW RATE CENTERLINE RIGHT OF WAY TOP OF POND G BOTTOM OF POND PERIMETER WALL BASIS OF BEARINGS THE WEST LINE OF PARCEL "A" OF PARCEL MAP HANDICAP RAMP WAIVER NO. 12-0378 AS PER CERTIFICATE OF CALTRANS STANDARD A88A COMPLIANCE RECORDED DECEMBER 27, 2012 AS DOCUMENT NO. 00021 21 8851 4, O.R. BEARING NORTH 00'11'52" EAST. SAID PARCEL "A" LYING WITHIN THE SOUTHEAST QUARTER OF SECTION 27 TOWNSHIP 30 SOUTH, RANGE 27 EAST. M.D.M. PRIVATE ENGINEER'S NOTICE ENGINEER TO CONTRACTORS STANTEC CONSULTING INC. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON 5500 MING AVENUE SUITE 300 THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR BAKERSFIELD, CA 93309 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. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. LIST OF ESTIMATED MATERIALS UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES CONSTRUCTION. 1-800-227-2600. ITEM QUANTITY UNIT INTERIOR STREET PAVEMENT 3.630 TONS INTERIOR AGG. BASE 3,600 CY. INTERIOR SUBGRADE PREP 8.960 CY. EXTERIOR STREET PAVEMENT 2,450 TONS EXTERIOR AGG. BASE 1,450 CY. EXTERIOR SUBGRADE PREP 4,100 CY. TYPE B CURB AND GUTTER 15,200 LF. 4.5' WIDE INTERIOR SIDEWALK 4" THICK 12,500 LF. DRIVEWAYS 173 EA STREET NAME SIGNS 23 EA. HANDICAP RAMPS 21 EA. STOP SIGN 3 EA. 5800 LUMEN STREET LIGHT 25 EA. 9500 LUMEN STREET LIGHT 4 EA. MONUMENT ENCASEMENT 17 EA. MEDIAN CURB 0 LF SAWCUTTING 2800 LF REMOVE EXISTING PAVEMENT 5,600 SF 6.0' WIDE EXTERIOR SIDEWALK 4" THICK 2,700 LF LENGTH OF STREETS LOCAL STREETS 16,425I LF MAJOR STREETS 2,700 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. - I - / . APPROVED BY: PRESTON BRITTIAN RCE NO. 25525 EXP. 12/31/15 APPROVED BY: REVIEWED BY: _.XZ�,N , -_ NICOLAS FIDLER RCE NO. 61069 EXP. 12/31 16 PUBLIC WORKS DIRECTOR - ASSISTANT PUBLIC WORKS DIRECTOR DATE .-711 DATE DATE REVIEWED BY: TRAFFIC ENGINEER DATE CD a 2 z w N7.2 25 m oc t 1is �9TFQF CAL1F���\P Project Number: 204250300 File Name: Id CL Q AMA PRB _TM 15.07.10 Dwn. Chkd. Dson YY MM DD Drawing No. /,/ _ c; 'j/ m' &V; Revision Sheet D,4 rE r" U Q " Z <l Z 0 w Z O J LL �- N Q L Z LI v U) W Q O w 12 w O� O w C U U Z o ~ U- ts w Zw w0 w D OU Y Lu P of (n F- m a� • U Permit -Seal CD a 2 z w N7.2 25 m oc t 1is �9TFQF CAL1F���\P Project Number: 204250300 File Name: Id CL Q AMA PRB _TM 15.07.10 Dwn. Chkd. Dson YY MM DD Drawing No. /,/ _ c; 'j/ m' &V; Revision Sheet D,4 rE r" t SAWCUT UNE `' ` 48.0' FROM STATION 27+37 TO 33+68 R ooV- GRIND & OVERLAY 34.0' 6.0' 5.0' 1 3.0' TACK COAT & 0.20' MIN. AC THICKNESS APPROX. LIMIT OF GRINDZL ROPOSED 6' 31,.115'% X• 1.5X IN. 2X BLOCK WALL EXISTING TO 1.6% EXISTING 6" TYPE "B" CURB AND EXISTING AC 6" TYPE "B" CURB AND GUTTER W/ 5.5' SIDEWALK. GUTTER W/ 5.5' SIDEWALK. RADE UNE _ COMPACT 6" MIN TO 95R MAX TI- 6.0 DENSITY UNDER SIDEWALK R -VALUE= 38 7 0 ' ASPHALT CONCRETE PAVEMENT / CURB AND GUTTER TYP. 0.55' CRUSHED AGGREGA NATURAL GROUND� I Al 1 MOUNTAIN-RIDG-E---D-RIVE---SE-C-T-ION --(COLLECTOR - - STA: 22+43.51 STA: 31+92.85 N.T.S. SAWCUT 1' FROM EDGE C/L 48' PL OF EXISTING E.P. R VARIES 34' 6' 2.5 5.5' 1 PROPOSED 20X W. VARIES BLOCK WALL' 2% MIN. 34X MAX - Al GRADE UNE " TYP "B" CURB AND GUTTER W/ 5.5SIDEWALK. TI- 6.0 TI= OMPACT 6" MIN TO 95X MAX R -VALUE= 62 ASPHALT CONCRETE PAVEMENT / DENSITY UNDER SIDEWALK A0.55' CRUSHED AGGREGATE BASE CURB AND GUTTER TYP. l. NATURAL GROUND B BERKSHIRE ROAD STREET SECTION (COLLE 2 STA: 55+96.00 - STA: 62+97.00 N.T.S. SAWCUT LINE 1.' I 2% MIN. GRADE I 71-6.0 TI= Al R- R -VALUE= 38 R- 7 C 2 CTO R 55.5' R/W 41.5' 6.0' 2.5' 5.5' VARIES FROM STA: 31+92.85 TO STA: 35+53.42 �K34' - 41.57 1 � PROPOSED 6' 1.5x -.2X BLOCK WALL 2 6" TYPE "B" CURB AND GUTTER W/ 5.5' SIDEWALK. COMPACT 6" MIN TO 95% MAX DENSITY UNDER SIDEWALK A' ASPHALT CONCRETE PAVEMENT / CURB AND GUTTER TYP. 0.55' CRUSHED AGGREGATE BASE NATURAL GROUNDAl MOUNTAIN RIDGE DRIVE SECTION(COLLECTOR Al 2% STA: 31+92.85 - STA: 35+53.42 N.T.S. C) N C. do 44 ocad 10.0' O 60' STREET R/W 8.0' O 2.0' PEDESTRIAN CULDESAC EASEMENT W I i 5.0' *4.0' N 112" UP MIN. O C.O.B. STD. ST -4 %--CURB & "--SOIL PREPARATION PER NOTES: GUTTER C.O.B. STANDARDS 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATIONS. Q 2. THICKNESS OF APRONS AND SIDEWALK BETWEEN APRON AND DRIVEWAY SHALL BE 6" OF CONCRETE. SECTION A 3. CONCRETE SHALL BE CLASS & 4. NO COLORING SHALL BE ADDED. SCALE: NONE * PROVIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE R/W. **IF CURB AND GUTTER ARE POURED SEPARATE OF APRON THEN DOWELS ARE REQUIRED AT BACK OF CURB. 3" IN CURB AND 9" IN CENTER OF APRON. to UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS ?p, �� 2' PEDESTRIAN EASEMENT TO BE DEDICATED WITH FINAL MAP P 5 4.5' S/ - -- - Sxw- 4.0 SEE C.O.B. Oc' WG .# S-33 w M SEE DETAIL "1" THIS DRTAWING 2' PEDESTRIANASE \ THIS L) NG (TYPICAL) DEDED WITH PICA FINAL MAP I� DETAIL "2" - LOTS AROUND CUL-DE-SAC OR KNUCKLE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS SAWCUT 48.0'-55.5' VARIES r%TV PL 34.0'-41.5' VARIES 6.0' 5.0' 3.0' I VARIESSAWCUT 1' FROM EDGE OF EXISTING E.P. ROPOSED 6' 2% MIN. I 34X MqX _ BLOCK WALL -- - -- -- ADX MIN. (71P) VARIES GRADE UNE " TYPE "B CURB AND GUTTER W/ 5.5' SIDEWALK. TI= 6.0 T)= OMPACT 6" MIN TO 95% MAX R -VALUE= 62-1 0.55 CRUSHED AGGREG / CURB AND GUTTER TYP. 10. ASPHALT CONCRETE PAVEMENT DENSITY UNDER SIDEWALK NATURAL GROUND E BERKSHIRE ROAD STREET SECTION (COLLECTOR ' J STA'. 50+4208 - STA: 55+96.00 N.T.S. 30.0' 5.0' 5.0' - t_ _ I I 2X I Q R/W 30.0' C� 30.0' TI= 4.5 TI R -VALUE= 38 7 Al 2% STA: 31+92.85 - STA: 35+53.42 N.T.S. C) N C. do 44 ocad 10.0' O 60' STREET R/W 8.0' O 2.0' PEDESTRIAN CULDESAC EASEMENT W I i 5.0' *4.0' N 112" UP MIN. O C.O.B. STD. ST -4 %--CURB & "--SOIL PREPARATION PER NOTES: GUTTER C.O.B. STANDARDS 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATIONS. Q 2. THICKNESS OF APRONS AND SIDEWALK BETWEEN APRON AND DRIVEWAY SHALL BE 6" OF CONCRETE. SECTION A 3. CONCRETE SHALL BE CLASS & 4. NO COLORING SHALL BE ADDED. SCALE: NONE * PROVIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE R/W. **IF CURB AND GUTTER ARE POURED SEPARATE OF APRON THEN DOWELS ARE REQUIRED AT BACK OF CURB. 3" IN CURB AND 9" IN CENTER OF APRON. to UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS ?p, �� 2' PEDESTRIAN EASEMENT TO BE DEDICATED WITH FINAL MAP P 5 4.5' S/ - -- - Sxw- 4.0 SEE C.O.B. Oc' WG .# S-33 w M SEE DETAIL "1" THIS DRTAWING 2' PEDESTRIANASE \ THIS L) NG (TYPICAL) DEDED WITH PICA FINAL MAP I� DETAIL "2" - LOTS AROUND CUL-DE-SAC OR KNUCKLE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS SAWCUT 48.0'-55.5' VARIES r%TV PL 34.0'-41.5' VARIES 6.0' 5.0' 3.0' I VARIESSAWCUT 1' FROM EDGE OF EXISTING E.P. ROPOSED 6' 2% MIN. I 34X MqX _ BLOCK WALL -- - -- -- ADX MIN. (71P) VARIES GRADE UNE " TYPE "B CURB AND GUTTER W/ 5.5' SIDEWALK. TI= 6.0 T)= OMPACT 6" MIN TO 95% MAX R -VALUE= 62-1 0.55 CRUSHED AGGREG / CURB AND GUTTER TYP. 10. ASPHALT CONCRETE PAVEMENT DENSITY UNDER SIDEWALK NATURAL GROUND E BERKSHIRE ROAD STREET SECTION (COLLECTOR ' J STA'. 50+4208 - STA: 55+96.00 N.T.S. (SEE DESCRIPTIVE SECTION TO RIGHT) - TORRENT WAY - D 60' RW TYPICAL STREET SECTION „o�T,,� 2 % N.T.S. vr.0%.r%lr I Svc \ L N.T.S. n 0 C3 M o C M C N t- ONOco o 8L C co co E O Q M M v oqqu m m rn (0 ccoo a �o. o0. c o as O O M X 3 �° °c m CA FE L2 � V o 0:8 m co ` c.2 aZ2..O,r gyp+ FLmEEtOo� ., ... .. -0 Oi-N p 0 >z a CL a GENERAL r 1. SOIL RE TES!nNG VALL BE REQ'D. AFTER FLY -ASH e C65823 EXP. 9-30-17 IV �- OF' CALF STREET IMPROVEMENT PLANS PREVIOUSLY APPROVED AND SIGNED ON 01/27/2016 ArVVfD BY JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/17) DATE c APPROVED BY MARIAN P SHAW RCE 32178 (EXP 12/31/16) DATE wo- U Ai Z Q R/W 30.0' C� 30.0' R/W Z w cl) Z 5.0' 5.0' 20.0' 20.0' O C/L 30.0 R/W I I Z n- CV 0ZLu I 20.0' 5.0' 5.0' 2X 2% 2 2% O 0 cW w a \ix/\\/� ` I W�0 LO ?-- / 60 E B CURB AND = -�- w GU R W/ 4.5' SIDEWALK. Z w w "B" TI= 4.5 ASPHALT CONCRETE PAVEMENT 0.20' R-YALUE= / Z OMPACT 6" MIN TO 95% MAX ENSITY UNDER SIDEWALK v 6" TYPE CURB AND 0.60' CRUSHED AGGREGATE BASE Y Ift.URB AND GUTTER TYP. CL J cl) i/) 1'- GUTTER W/ 4.5' SIDEWALK. 1.00' NATURAL GROUND a� U ASPHALT CONCRETE PAVEMENT / COMPACT 6" MIN TO 95% MAX DENSITY UNDER SIDEWALK - -_-� Permit -Seal Iy CRILSHEA A,GGREGA. �►S _ DATURA GROT1_._.... 6 11 Y ION Al CLARION CHANNEL AND (SEE DESCRIPTIVE SECTION TO RIGHT) - TORRENT WAY - D 60' RW TYPICAL STREET SECTION „o�T,,� 2 % N.T.S. vr.0%.r%lr I Svc \ L N.T.S. n 0 C3 M o C M C N t- ONOco o 8L C co co E O Q M M v oqqu m m rn (0 ccoo a �o. o0. c o as O O M X 3 �° °c m CA FE L2 � V o 0:8 m co ` c.2 aZ2..O,r gyp+ FLmEEtOo� ., ... .. -0 Oi-N p 0 >z a CL a GENERAL r 1. SOIL RE TES!nNG VALL BE REQ'D. AFTER FLY -ASH e C65823 EXP. 9-30-17 IV �- OF' CALF STREET IMPROVEMENT PLANS PREVIOUSLY APPROVED AND SIGNED ON 01/27/2016 ArVVfD BY JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/17) DATE c APPROVED BY MARIAN P SHAW RCE 32178 (EXP 12/31/16) DATE wo- U Z Q Z w cl) Z O LL J Z n- CV 0ZLu IU U W Q O 0 cW w a W�0 LO 0 Lr'Q w c. o = U_O w Q Z w w Z I -- Lu U v E Z Y CL J cl) i/) 1'- m a� U - -_-� Permit -Seal Iy I Project Number. 204250300 AMA PRB TM 15.07.10 Dwn. Chkd. Dun. YY.MM.DD Drawing No./ '7 A2! Revision Sheet R2. of 17 a- -J J mZ o� O 2 2 v n M J 00 Q cfl t7 00 NN W� o oN 17.5' 17.5' N N 12 w w � '- TYP. TYP. `" U- 11 w rnrn Nw + m 10 3 3 9 8 7 6 JJ a 0 0 0 0 0 0 0 U- U- _ "l: t t j 4_ [L J N O cV I tV I O O p O N u7 N r` r7 _ :E+ D 0)0 + + C3� C� N N F- 00 �� p - - - - - - - - - - - - - M^ 04 J (0 O TYP 1 ST. LIGHT LO - 11 + 00 f 627X7 �� 12+00 3+00 Ngg•48'p8"yy 14+00 10+00 SS SS - SS CS SS � SS - T .........725.40 \\ 00 0�- - 0 0 0 0 0 3 � 3 LEGEND LANE 15 SEE SHEET 8 � rn + + C1 + allo to 0 O ^O 0O p0 II 110, N �O �O�O+0 +N +� 3 30' +g +N +N - O 13 N 0 14 P7 0 ir my wm w -J + O C4 31.42' U- �cr Uo I C5 31.42' wo 173 90'00'00" a- co 0 N 10+00.00 CRYSTAL CASCADE 31.42' LEGEND LANE 15 18 o o NIto NI C-0 19 20 17.5'117.5' TYP. TYP. 14+00 17+25.40 CRYSTAL CASCADE LANE 12+80.21 CE RUSHING BROOK ROAD SEE SHEET 8 � 0 + + C1 N N 16 OJ OJ OJ OJ 17 18 o o NIto NI C-0 19 20 17.5'117.5' TYP. TYP. 14+00 17+25.40 CRYSTAL CASCADE LANE 12+80.21 CE RUSHING BROOK ROAD O O L0 - I 15+_00 SS -ST. LIGHT SS W. SS 627X6 AFL w O 0 LO + 21 0 0 LO CRYSTAL 15+00 22 171 SEE SHEET 8 � 0 RUSHING (BROOK RADIUS C1 ROAD O 00J OJ OJ OJ OJ NJ ^O 0O p0 II 110, N �O �O�O+0 +N +� 3 30' +g +N +N - cfl ^ 10' 20' 0' 10' f^ _ o 0 4 3 2 °' ir my wm w 172 O O L0 - I 15+_00 SS -ST. LIGHT SS W. SS 627X6 AFL w O 0 LO + 21 0 0 LO CRYSTAL 15+00 22 171 16+00 17+00 NOTES: CURVE TABLE � 0 1 RADIUS C1 to O 197.06' 42.00' 42.87' 268'49'50" m o CU M 14.29' _ o 0 0 27.13' o PO + O C4 31.42' O 20.00' 1 I C5 31.42' M 173 90'00'00" N 31.42' 00 20.00' Ln R/W 31.42' 20.00' 20.00' 90'00'00" C8 27.13' 35.00' 00 44'24'55" 00 197.06' 42.00' aci 0 (0 (Co, E ° �5 o 27.13' 35.00' 14.29' 44'24'55" 20+26.30 CRYSTAL CASCADE LANE II S ; o o n W oZ txb � a� 0 CL U E- m G S. LIGH 3 6, 2 TYP N (0 W o .- 3 O in o Permit TYP 0- N i O O 0 v un 0-11! 16+00 �i00 (� 627X5.........._ 1 OO....................n ,.. ....... SIS ..........................:< 1 0 N , 1026.30 1 1+00 _...lz�S _._...,.. S'TYP µ 3 SS....:..... SS SS Q�. 5300.89', =o SS O N CAN O GO C� 3 O N UU M O � r7 ° o 5, U ro- _oano+ o - a - w o "0. R/W C-2 T 24C5 vvN - -1D 01 d- C5 O + `� + (° ovi00 �oN �� T d O C c n O 30' 30' + P1 161 N + °° 'N d W C L d E ' O +' _E L . t � r + °° + 10' 20' 0' 10' Ui 23 U; � U; o �; r 162 163 00 ao (00� o r� I I � r- c° +� r- 0: UO �O cc I I �O �O LO LOO m0 UN CDN U.1 1* UO mst UO wN m0 UN SEE SHEET 8 RUSHING BROOK ROAD 16+00 17+00 NOTES: 20+00 SS 0 co + rn 0 40' 60' 80' 1:40 CURVE TABLE 00 CURVE LENGTH RADIUS C1 to O 197.06' 42.00' 42.87' 268'49'50" 64 + N CU M 14.29' _ o 0 C3 27.13' 35.00' + O C4 31.42' O 20.00' 1 90'00'00" C5 31.42' M N a. 90'00'00" O N 31.42' o 0 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' aci 0 (0 (Co, E ° �5 o 27.13' 35.00' 14.29' 44'24'55" 20+26.30 CRYSTAL CASCADE LANE O a' S ; o ll-- CU n W oZ ��� � a� 0 CL U E- m N (0 W o oaf sfi J LO Permit -Seal i O O 0 v un 0-11! �i00 (� 0 �P ° Lo v Cn 1n m v° v + o + Q�. 0 s CAN O GO C� UU O °-00 ° J U ro- _oano+ a 169 w o "0. C-2 vvN - -1D 01 d- - Q - 168 P O O ovi00 �oN �� T d O C c n O + P1 f1 J` �.::.. 'N d W C L d E ' O +' _E L . t � r 20+00 SS 0 co + rn 0 40' 60' 80' 1:40 10 k 166 `r0 165 s O CURVE TABLE 00 CURVE LENGTH RADIUS TANGENT to O 197.06' 42.00' 42.87' 268'49'50" 64 + N 35.00' 14.29' 44'24'55" C3 27.13' 35.00' + O C4 31.42' O 20.00' 1 90'00'00" C5 31.42' M N a. 90'00'00" 10 k 166 `r0 165 s O 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 18+00 19+M )n --nn 355 350 N 360 to 0 355 U) o: i o+ v v LO LO LO to 350 0 O N O 04 N O N 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 355 350 CURVE TABLE File Name: 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' 20.00' 20.00' 1 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" C10 27.13' 35.00' 14.29' 44'24'55" 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 18+00 19+M )n --nn 355 350 N 360 to 0 355 U) o: i o+ v v LO LO LO to 350 0 O N O 04 N O N 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 355 350 i ( Z ; civ«. 9TF0 . CAL Project Number: U File Name: AMA PRB TM 15.07.10 z Dsan. YY.MM.DD Drawing No. �. % • �j �; �','� ��, Revision Sheet Q 3 of 17 z w (n z O LL J WCL N U z to OWa- COQ a U w z UJ ts z U)w ll-- CU n W oZ ��� � U E- m U Permit -Seal i ( Z ; civ«. 9TF0 . CAL Project Number: 204250300 File Name: AMA PRB TM 15.07.10 own. Chkd. Dsan. YY.MM.DD Drawing No. �. % • �j �; �','� ��, Revision Sheet 3 of 17 36 10+00.00 CE CLARION CHANNEL LANE O O J 0 0 28+39.49 TORRENT WAY 0o O O TYPE "B” CURB AND GUTTER PER C.O.B. STD. ST -1 !+ +N PROPOSED SEWER LINE O — 35 22'25'35" _ N y -0 r 00U 90'00'00" > m 0 34 + °- 33 W o 32 0 31 0 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A rn `n n C6 13.70' 35.00' 6.94' 22'25'35" C7 PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. 30 �0 O + r) 29 - C2 FL r :...; 2+00��;':� ..._......._...._.........._._.646.06 _..�.___13+00 _._...�..._�. <: w: _.. __.. 627W6 r 5 co co co co O O r7 O N c0 O d II j O c0 Ih D1 37 + + + + I � � N N 3 O J FL 08+93.11 I C14 I o 103 0 C5 104 0 0 + PRC FL 08+89.00 , I o ui GB N o to + + 30' 30' o O u i o 0 o L) > 10' 20' ' 20' 10' L) u^i o o 5 o °D �I1 I mL �1* WN SEE SHEET 7 TORRENT WAY 105 106 107 �0 LO PO SEE SHEET 8 RUSHING BROOD ROAD o 0 0o No wo 00 to c*4 17.5' 17.5 30' ' 30' TYP. TYP. L) w 10' 20" :20' 10' C -) w b 0 28 0 0 0 27 0 26 0 25I y! 5, 160 0 �- c*4 cV IAi r n N r) N O in 5 L i R/W U-) ST. LIGHT/2 D S,,,., __..__..._.....-14+00 �� ,,,.;--_.__-„__.., µgm 15+00 ,A :.. ................. ....._.. ;, ,627W7 16+00....._........_.__......_x. _�, 17+00 I 1 I 89 48 08 W FL :... ...., s... 966.95 ;,:> �.__...: SS in �I 00 �Iu(I> 1-[ d NI NuiILc 109 C-0110 17.5' 17.5' TYP. TYP. t� N O N (0 O + + + 112 16+46.06 CLARION CHANNEL LANE 10+00.00 RUSHING BROOK ROAD CLARION CHANNEL LANE LEGEND CURVE TABLE "' CURVE LENGTH RADIUS TANGENT OCONSTRUCT TYPE "B” CURB AND GUTTER PER C.O.B. STD. ST -1 WITH = -- PROPOSED SEWER LINE 13.70' 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 6.94' 22'25'35" C3 54.98' 35.00' 35.00' 90'00'00" C4 31.42' PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 20.00' 90'00'00" C6 13.70' 35.00' 6.94' 22'25'35" C7 PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD} 84.00' 202.06' 1 134'51'11" D-14 AND D-16 W< PROPOSED STORM DRAIN MANHOLE p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD LSC PROPOSED CATCH BASIN ST -13 ZF— Z LIJO Z PROPOSED FIRE HYDRANT z INSTALL STREET NAME SIGN PER C.O.B. STD. T-1Ick Lu w J� a EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 Permit -Seal — - - — RIGHT-OF-WAY -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 . F<: <::......:. TRACT BOUNDARY -o- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 9+00 10+00 11+00 12+00 i E i : t; t - i - - € f 365 , I ........................ ........... ..... .... ..... .... .... .... ...... ............................ ..... ..... ..... ..... .... I ....................... _...__................ .... ... .... : , € I .............. ....... r 360 00 u) 00 01 O� 3 v 0 360 N C 3 n LO LO 355 ==, Ai 113 159 co O 0 00 uD J N coo d 19+66.96 CLARION CHANNEL LANE to N + 18+40.00 BURNISHED BRONZE DRIVE 00 () 00J M U. PO 0 o 158 0 a 157 N 156 �^ 155 + 00_—'j o � C6 1 � 0 320.89 18+0 N 0 19+00 ._..ST. LIGHT N 627W8....... 114 T �P N C' N� 154 Q�S�MF- � MPPI `L 0 P F. G• FI- 20+30.33 (0 g2 + 00 I 153 115 rn 116 5' + 0)PRC FL 2( rn X Orn rn I 30' 30' -, 0° o + o 0 1 Off 201 20' 10' MC.Op)6 U u7 I (� 0 014 - It W 1l) SEE SHEET 10 BURNISHED BRONZE DRIVE -00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 CURVE TABLE "' 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" CS 1 197.70' 1 84.00' 202.06' 1 134'51'11" Ai 113 159 co O 0 00 uD J N coo d 19+66.96 CLARION CHANNEL LANE to N + 18+40.00 BURNISHED BRONZE DRIVE 00 () 00J M U. PO 0 o 158 0 a 157 N 156 �^ 155 + 00_—'j o � C6 1 � 0 320.89 18+0 N 0 19+00 ._..ST. LIGHT N 627W8....... 114 T �P N C' N� 154 Q�S�MF- � MPPI `L 0 P F. G• FI- 20+30.33 (0 g2 + 00 I 153 115 rn 116 5' + 0)PRC FL 2( rn X Orn rn I 30' 30' -, 0° o + o 0 1 Off 201 20' 10' MC.Op)6 U u7 I (� 0 014 - It W 1l) SEE SHEET 10 BURNISHED BRONZE DRIVE -00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 Project Number: 204250300 File Name: AMA PRB TM 15.07.10_ own. Chkd. Dsan. YY.MM.DD Drawing No. ,1-6'57 AW2 Revision Sheet 4 of 17 U "' Z <l z Q� z o LV CL C'4 J U JW Q O Lu 111 12 W< LO c Q O ZF— Z LIJO Z LL z �w U Lu w J� a Permit -Seal Project Number: 204250300 File Name: AMA PRB TM 15.07.10_ own. Chkd. Dsan. YY.MM.DD Drawing No. ,1-6'57 AW2 Revision Sheet 4 of 17 128 ST. LIGHT 0 627W9 09,�, HP FL 09+28.23 NORTH 10 00 HP FL 09+28.23 SOUTH 129 b, 5. cbb TYP F� ..i:. 10+00-00 q RIVULET RUN COURT 130 41 125 0) 00 _j VL (6 Ki 04 LO 0 0 127 (o + 6 + 0 126 C; 64 + _j U_ U.1 (D CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B: STD D-14 AND D-16 Q) 0 Df + 00 118 131 132 44*24'55" LL_ LO + 35.00' 14.29' U_ 00 >_ 31.42' 0 `'.. 0 130 41 125 0) 00 R/W oi 133 124 CURVE TABLE 0) 00 VL LENGTH 0i 00 + 122 17.5 0 Y_ +N LINE MANHOLE (D CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B: STD D-14 AND D-16 Q) 0 Df + 00 118 131 132 44*24'55" LL_ LO + 35.00' 14.29' U_ 00 >_ 31.42' 0 `'.. 0 90*00'00" ix 6. 1 C-) Uj 1 C1d 4 0) 00 R/W oi 133 124 CURVE TABLE File Name: 123 LENGTH RADIUS 122 17.5 17.5, + 121 n- LINE MANHOLE (D CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B: STD D-14 AND D-16 120 119 PROPOSED PPnPnCZrn 118 TYP.' TYP. 44*24'55" C3 1 27.13' 1 35.00' 14.29' 44*24'55" >_ 31.42' >_ M 0 90*00'00" C5 31.42' 20.00' 1 1 20.00' 1 90°00'00" O U - I,– ) -CO < 0 Z O� 3i: 0 0 3: a 0 LU 0 0 F- LL w O > 1-- Cf) F- r -i CD AD C-) IN N r-6 0 NI N Permit -Seal r -i 00 co Kj 0 J 04 C14 Qj n 2 LO CN 12+00 S 89*48'08" E 13+00 go Ml ST. ST. LIGHT 14+00 662.70' 627X2 A 15+00 N SS J_627X1 FL in O J a 0) 00 00 0) 00 00 0) 00 0i 0 0; (0 of CC) 3.1 0) O 3.1 O0 C1qrn rn C"4 + -C-41 + U-) CN N 0i 0i 134 135 136 137 13817.5' 17.5' 1 139 140 TYP. TYP. LEGEND CURVE TABLE File Name: CURVE LENGTH RADIUS OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST- -�-1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -J. CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A O --SS— PROPOSED PROPOSED SEWER SEWER LINE MANHOLE (D CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B: STD D-14 AND D-16 6' PROPOSED PPnPnCZrn STORM CTnDW DRAIN M RAIN MMI'MULL S CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. I STD PROPOSED CATCH BASIN ST -13 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 NOTES: SEE SHEET 10 BURNISHED BRONZE DRIVE 0 , C*4 0 C14 04 0 0 04 (:� p I I + +N +"t 300 (D 04 (0 04 11 20';_ 20' 10' 151 0 04 M w 2: x o cn C-4 117 J tD+ LO 59150 TYP (3 16+00 2 IS D SE, 59 V \L 0) 3 149 0) + to !c) 5 C� 0 ' 7 l I- C� Cq L0, 3 30 + Ir 141 + x 720' 1 O'L (0 (0 1 0' _20' 148 10 C) Cr C� 00 0 M Cq U.1 10* SEE SHEET 10 BURNISHED BRONZE DRIVE 0 40' 60' 80' 1:40 %meAv%Ip" z L -o I Qf 13 111. + 0 (D 0 O LO _0 CD M In I U CURVE TABLE File Name: 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' 1 35.00' 14.29' 44*24'55" C4 31.42' 20.00' 20.00' 1 90*00'00" C5 31.42' 20.00' 1 1 20.00' 1 90°00'00" NOTES: SEE SHEET 10 BURNISHED BRONZE DRIVE 0 , C*4 0 C14 04 0 0 04 (:� p I I + +N +"t 300 (D 04 (0 04 11 20';_ 20' 10' 151 0 04 M w 2: x o cn C-4 117 J tD+ LO 59150 TYP (3 16+00 2 IS D SE, 59 V \L 0) 3 149 0) + to !c) 5 C� 0 ' 7 l I- C� Cq L0, 3 30 + Ir 141 + x 720' 1 O'L (0 (0 1 0' _20' 148 10 C) Cr C� 00 0 M Cq U.1 10* SEE SHEET 10 BURNISHED BRONZE DRIVE 0 40' 60' 80' 1:40 %meAv%Ip" z L -o I Qf 13 111. + 0 (D 0 O LO _0 CD M In I U 204250300 File Name: Z TM 15.07.10 own. Dsgn, YY.MM.DD .94f Revision Sheet Z w U) z4� 0 CIL C,4 W Z LLI 11 0 2 UJI o n - U) Lu > 00 U - I,– ) -CO < 2 0 Z O� U ) C.) - (j LU Z5 Z _j W W X F- LL w o w > 1-- Cf) F- Y < co AD C-) Permit -Seal CD cl: Uj N o. CP CIVIL OFCA Project Number: 204250300 File Name: AMA— PRB _Chkd.- TM 15.07.10 own. Dsgn, YY.MM.DD Drawing No. PVg? Revision Sheet 5 Of 17 O N 0 0 0 SEE SHEET 7 TYP. TORRENT 0 WAY 0 J 0 J LO ,, ��� 20.00' 30 30 0+ o N o 46 10' 20' 20' 10' — '- F-0 1 27.13' w M ^ I M cw � I 42.00' m 5' v~i C5 27.13' 1 35.00' 1 14.29' 1 44'24'55" 5' 98 a, 45 I o TYP �7 2 10 Qz 11+00 1 _._......__.._.—SS 97 96 O O 0) _ ob _ o N 95 O O o� N 94 17.5' 17.5' 93 TYP. TYP. 0 0 0 DELTA NI rn 04 NI C14 20.00' 20.00' R/W 1�0jl O O 0i LO 491 12+00 13+00 F14+00 15+00 ST 627W2 S 89'48 08 E � 666.95 �--- + ST. LIGHT r. <.. .. : 627W1.: .... ..: FL : , 1 .�. 44`O CURVE TABLE 15' CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 90'00'00" C2 31.42' 20.00' — — C3 1 27.13' 35.00' 14.29' 44'24'55" C4 197.06' 42.00' 1 42.87' 268'49'50" C5 27.13' 1 35.00' 1 14.29' 1 44'24'55" 0— 0 -T-00— 0 LILI U — 0 — 0 — oi — —-7- U — — 0 — — d. LQ 2 — — — Z rn Q ZUw0 YW ' r QWQ 0)LO R/W o0f° a> 5 U + O + -Seal + cv N N N rn Ln N N 0 0 74 0 0 C-, (-4, 30' 30' 10' 20' r 20' 10' 1 + ± 17.5' 17.5' TYP. I YP. 1 I o 0 75 76 77 78 M d0" W N SEE SHEET 7BLACK TORRENT WAY LEGEND OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST+ -1 WITH ~~---....... _ PROPOSED SEWER LINE 5.0 WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. PROPOSED SEWER MANHOLE (D CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A PROPOSED STORM DRAIN 79 0 I et 82 COURT O J 0) M O to � 89 MI uI 16+00 U a. o CURVE TABLE ri 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 1 27.13' 35.00' 14.29' 44'24'55" C4 197.06' 42.00' 1 42.87' 268'49'50" C5 27.13' 1 35.00' 1 14.29' 1 44'24'55" O J 0) M O to � 89 MI uI 16+00 U a. o + ri AMA PRB TM 15.07.10 co V -o 083 Drawing No. L/ - (04#5 57 ICV?. Revision M N a- :: P50%�RAID�R 'ST. LIGHT 627W627W3 84 87 2 EASEMENj 86 HP FL 17+38.72 NORTH 85 HP FL 17+38.72 SOUTH 0 .cn w ,9,0F E;, S!0 CD CC Lu No. 2a 5 `rJq, ClviL FBF CALIF - Project Number: U File Name: AMA PRB TM 15.07.10 Z Dsan. YY.MM.DD Drawing No. L/ - (04#5 57 ICV?. Revision Sheet <l 6 of 17 Z IOC Cn Z OLL J N J U F" W LLJ Q =O O W LILI U (L O J� Lo U-) CO U d. LQ 2 O Z w Q ZUw0 YW H(/) oz QWQ Y a> U Permit -Seal ,9,0F E;, S!0 CD CC Lu No. 2a 5 `rJq, ClviL FBF CALIF - Project Number: 204250300 File Name: AMA PRB TM 15.07.10 own. Chkd. Dsan. YY.MM.DD Drawing No. L/ - (04#5 57 ICV?. Revision Sheet 6 of 17 SEE TRACT 6387 I LO In ( RADIUS 19+99.49 T TORRENT WAY "B" CURB AND GUTTER PER C.O.B. STD. ST-�1 WITH LOOKING GLASS 0 Z~ 10+00.00 TWINKLE LANE -J LANE ai��? ORM ! 0 uiO (OO 0 ^, °0) W� RETENTION L6 o 04 0 Q O u7 N O 22+79.49 _ TORRENT WAY 00 BLACK PEARL COURT I. Y BASIN + _ 17.5' 17.5' I 3 N O N TVD TVD i' Z LLJ 00 i m CDQ --- l- in U I— f W 89.75 / 2 Cj LO 5'J _ _ SEE SHEET 8 LUSTROUS (0J0 uio rn M LO In ( RADIUS I.....�.; ; ........ "B" CURB AND GUTTER PER C.O.B. STD. ST-�1 WITH C1 PROPOSED 73 Q o z m W ^, 3 3 0 0 3 Q SEWER Z +~ to 1 41 `w" I 40 C14 44 c I ° N I 43 � (C 42 rn N R�W 1 35.00' N 90'00'00" N 00 Nuo G E C9 197.70' 84.00' 202.06' YWz U x c� N c� f d S. .................................... 9,7+00 ................ ...................................... 00 N U N Uj O N C\ ,.. 8 t f _ = U 6 I QJ TYP FL Z Permit -Seal oo............. SS ......2 I 1 +00........... 1 ...................2 S i ScSS 2+00 S N0011 `2 E .......... ..............23+00 5 .................................L60 S 51......................2 +OOSS 1 ... � \ .:..:. 280.0 .. �. �0 -� LIGHT- - ............. LIGHT TYP ................ P: 627U8 JST.. 2 � �,, 627U9 1 FI m� m N W m d' 0 W N A LANE SEE SHEET 8 LUSTROUS (0J0 uio rn 45 LO In ( RADIUS I.....�.; ; ........ "B" CURB AND GUTTER PER C.O.B. STD. ST-�1 WITH C1 PROPOSED 73 Q o z 31.42' m w 1 3 3 0 0 fir, Q SEWER Z +~ to 1 41 PROPOSED I 40 20• 120, .......................:. . ........... STORM DRAIN MANHOLE W rn N R�W 54.98' 1 35.00' 35.00' 1 90'00'00" C8 0' # 3 G E C9 197.70' 84.00' 202.06' YWz U x ST. LIGHT A , 2LO 35 S. .................................... 9,7+00 ................ ...................................... 00 0 N U p Uj O LO : ,.. 8 t f _ = U 6 I 00 y c °n Z Permit -Seal _ o- o SEE SHEET 9 N o N o Was �0 0 o 0 o TINKLE 0 o o m m� m N W m d' 0 W N A LANE W SEE SHEET 8 LUSTROUS (0J0 uio Vi LANE LO In LENGTH RADIUS CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-�1 WITH C1 PROPOSED N N 0' 3 N N 31.42' m w 1 20' 20' 1 0 0 fir, Q SEWER 1 m W to 1 41 PROPOSED I 5 �1:•.: 40 °'. STD .......................:. . ........... STORM DRAIN MANHOLE 20.00' 20.00' 90'00'00" R�W 54.98' 1 35.00' 35.00' 1 90'00'00" C8 c`Ov 35.00' G E C9 197.70' 84.00' 202.06' TYP U x ST. LIGHT A , 2LO 35 S. .................................... 9,7+00 ................ ...................................... 00 0 N I ». ST. LIGHT 627W5 N \ 4 k B 6• \ 2 FL .., : ,.. 8 t f 5'3 003 k� .......... W r Q 74 98 � 99 N N N N y 10 20 20' 10' 30'CY) 60' 0i 17.5 17.5 °' TYP. 1 TYP. N O N O SEE SHEET 6� 0�C+-4 O 25+25.16 TORRENT WAY C -) N W� BLACK PEARL m w v 11+92.44 LUSTROUS LANE COURT LEGEND CURVE TABLE 28+39.49 CURVE LENGTH RADIUS CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-�1 WITH C1 PROPOSED SEWER LINE 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C2 31.42' 20.00' 20.00' O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A fir, PROPOSED SEWER MANHOLE O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B.I ---`� h --- PROPOSED STORM DRAIN D-14 AND D-16 STD _ PROPOSED STORM DRAIN MANHOLE S CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 6fizm PROPOSED CATCH BASIN ST -13 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT (`(IAICTRI I('T 17CCIr1CAIT r1DIVCIAIAV pro n n n earn .�T I. ;]:] :3 L1.11 WAY Ai 100 CURVE TABLE 28+39.49 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 54.98' 1 35.00' 35.00' 1 90'00'00" C8 13.70' 35.00' 6.94' 22'25'35" C9 197.70' 84.00' 202.06' 134'51'11" 100 oCD 28+39.49 TORRENT WAY 103 11) RAWN CLARION CHANNEL LANE y N 101 N 0) J O 100 rn 0) 102 N oCD 28+39.49 TORRENT WAY 103 11) 10+00.00 CLARION CHANNEL LANE y "FL 29+30.50 0) J O PRC FL 29+50.49 00 o ,N a o 2= Z I= rjij N N Q N Q 37 N- Q o �- ^ o N . � CLARION CHANNEL M N N qt W V7 LANE E M t+- O Z W CO CU LLO n> 39 � 38 co - U _w 0- o- f i ;fin O ((D ((00 LO �O ,Q N 36 CD O N r, N is �tx L — — — U x rN 0 A C8 35 S. .................................... 9,7+00 ................ ...................................... .......... ..... 28+00m..,. 0 N I ». ST. LIGHT 627W5 N \ 4 k B 6• \ 2 FL rn 0) 102 N '_ /, BY ✓DSEPH WNBLA"TOg R.C.E. Na . 65&Z3��Xp 41,d//7� DATE w ,APP2oVED g4!'lvlAR uPSHAccl,gCE3Zl Lo�p !Z/3i//G) DA7� 40 61 NOTES: 1:40 ■ ■■ ■ ■ ■■■■%?i1<■ — 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS oCD 5' 34 103 11) 5' I C y "FL 29+30.50 O PRC FL 29+50.49 00 o 00 6 o 2= Z I= rjij 0 SEE SHEET 4 N- Q o �- ^ o N . � CLARION CHANNEL M N N qt W V7 LANE E '_ /, BY ✓DSEPH WNBLA"TOg R.C.E. Na . 65&Z3��Xp 41,d//7� DATE w ,APP2oVED g4!'lvlAR uPSHAccl,gCE3Zl Lo�p !Z/3i//G) DA7� 40 61 NOTES: 1:40 ■ ■■ ■ ■ ■■■■%?i1<■ — 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS of oCD WI �I V 11) _ O p C y �Tr a= o 00 o 2= Z I= rjij a» cQ Q J W wo�odd O J Z N W n> n W a) i ;fin O ((D ((00 iiC CD O Q� o is O Y �mrn2l�3 3 3 C, co U Z W Z w y 41 .y 7w Z �w U 0 N CO w .Wj > y CL F— Y m AD _ = U 00 y c 0 O Permit -Seal WQ L . _E V O f- N o F _> 0 A CL lM IM of � `�25 5 M t l —lel civil- FUF CAUF�� Project Number. 204250300 _ rile Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsan, YY.MM.DD Drawing No. j-! — (p 7 Revision Sheet 7 of 17 WI �I U QZ Q Z I= Z O � Q J W J Z N W U W 07 Q O wCL W Q� � Q O � co U Z W Z LU Z �w U w .Wj F- j F— Y m AD U Permit -Seal � `�25 5 M t l —lel civil- FUF CAUF�� Project Number. 204250300 _ rile Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsan, YY.MM.DD Drawing No. j-! — (p 7 Revision Sheet 7 of 17 Q SEE SHEET 19 MOUNTAIN RIDGE DRIVE ' I i II I I r it c i c a Ei EI JN X i I N coCN z Q J In DRIVE SEE SHEET 7 TORRENT WAY 11 "1 ;,; 1 II 1 1 SEE SHEET 7 TORRENT WAY LEGEND 4 '- LANE o CLARION CHANNEL w o J OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST+1 WITH ` ° - - aEr� SEWER I C0'10 _ O � � N d 30.00' i mY O CONSTRUCT CASE "A" 4M A88A O Q PROPOSED SEWER MANHOLE 3O CONSTRUCT TYPE "A" M STD r Ix PROPOSED STORM DRAIN 31.42' 00 20.00' 20' F- PROPOSED STORM DRAIN MANHOLE p + + 20.00' z W CATCH BASIN I ST -13 �N 90'00'00" C11 aF=- 30.00' 29.61' I A� y 25 30.00' 30.39' PROPOSED FIRE HYDRANT � INSTALL STREET NAME SEE SHEET 19 V � J MOUNTAIN RIDGE DRIVE SEE SHEET 7 TORRENT WAY 11 "1 ;,; 1 II 1 1 SEE SHEET 7 TORRENT WAY LEGEND 4 '- LANE o CLARION CHANNEL LANE o J OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST+1 WITH ` ° - - PROPOSED SEWER LINE C0'10 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. � * 30.00' N0 'tq, mY O CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A ( PROPOSED SEWER MANHOLE 3O CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B: STD 30' PROPOSED STORM DRAIN 31.42' D-14 AND D -16w° 20.00' 20' '20' PROPOSED STORM DRAIN MANHOLE p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 20.00' PROPOSED CATCH BASIN 31.42' ST -13 20.00' 90'00'00" C11 46.73' 30.00' 29.61' 89'15'25" C12 25 30.00' 30.39' PROPOSED FIRE HYDRANT � INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 R/W V � J O � � EXISTING FIRE HYDRANT Y � CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 O Q O z - - - -- RIGHT-OF-WAY O �- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 N U U)Z WLL Q O TRACT BOUNDARY U) INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 a�� 0 Q U a.Lnn , r, I r,n =O =)-O Z w 3 ci N + N X -j Y J O W 0z x M U U zz moJ U 111 O o O d' SEE SHEET 4 '- LANE o CLARION CHANNEL LANE o J a J oo 00 N0 1 00 Ml o C0'10 +6 C 1-O 3cr i MMN * 30.00' N0 'tq, mY W w I I ( R/yy o* 13.5' 34' Z N oN 0 w 30' 30' 20.00' 90'00'00" C7 31.42' 00 WN 20.00' 20' '20' 10' 0 20.00' U C9 X10' 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 25 30.00' 30.39' 90'44'35" � SPECS. PTH-02ALKYD R/W V � J O � N C-4 10+ W ............. cc - 112 NL ---tf S D LO Geo I 5' 12+80.21 RUSHING BROOK ROAD 17+25.40 (j CRYSTAL CASCADE LANE SEE SHEET 3 CRYSTAL CASCADE SEE SHEET 14130 BERKSHIRE (r cr 6-0 0- '- LANE o J � o- J c} �_ J M �__ J O ROAD x �0 oo 00 N0 1 00 Ml o w +6 C +0 3cr i MMN * 30.00' N0 'tq, mY W w ir 10 20 20 10 0 R/yy v 13.5' 34' Z N M 0 w m ui 20.00' 90'00'00" C7 31.42' 24 aTl YP po-0 1 +00- 5S00'11'52"W N --W- S' S12+00- ;� _ S� _ S0 280.21' SIS SO - - ------- 0 O N 113 CURVE TABLE 30' 30' LENGTH O 0 TANGENT 0 0 160 47.28' 20 20' C14 1 O'l_ x It w X10' 90'00'00" C3 1 46.97' 30.00' o+ �0 89'42'08" o+ --0 31.42' I 20.00' 90'00'00" C5 31.42' UO o 0 O 31.42' 20.00' 20.00' 90'00'00" C7 31.42' 00 WN 20.00' SEE SHEETI 4 C8 CLARION CHANNEL LANE 20.00' a INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN CHART R1-1 R/W 161 CURVE TABLE 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 1 46.97' 30.00' 29.84' 1 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' 30.00' 30.39' 90'44'35" R/W 161 c�, M N N 173 0 0 d' 0 0 N O M No N� +of +� +w +0' o �0 5' �o �o It 13.51 4' 0 00 1 l L)0 c�.�0 o 00 C5 MN W� Mph WN MCN WL0 1 SEE SHEET 3 SEE SHEET 14 CRYSTAL CASCADE BERKSHIRE LANE ROAD RUSHING NOTES: 0 40' 60' 80' 1:40 MHA 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL FA(Zr7AAP'NT Pr701110f7KArK1TC i < : : ...� M W �......... .... �.........L. .I I\.# ../+......_.. '(�..;........ I r`�h l 3 L0. -' x rn + X .....€...................._... M �.zcj........Cj ! N c0 00 G to o:.......... .......... .... ...................<.... ........................... + G + TYP + 5' N b 2 M 13+00 469.69' N 14+00 h SO 2 189.48' TY Pp 0 1 N 1 'tld� PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 3 3 CALTRANS STANDARD R1- � SPECS. PTH-02ALKYD R/W V � O � c�, M N N 173 0 0 d' 0 0 N O M No N� +of +� +w +0' o �0 5' �o �o It 13.51 4' 0 00 1 l L)0 c�.�0 o 00 C5 MN W� Mph WN MCN WL0 1 SEE SHEET 3 SEE SHEET 14 CRYSTAL CASCADE BERKSHIRE LANE ROAD RUSHING NOTES: 0 40' 60' 80' 1:40 MHA 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL FA(Zr7AAP'NT Pr701110f7KArK1TC i < : : ...� ? Y /........... .......d.:...........'.......... �......... .... �.........L. .I I\.# ../+......_.. '(�..;........ ........................................ ..... r`�h l Z � eh L0. d- E I r�3:..........L.......r-� i r7 M tuo .....€...................._... M �.zcj........Cj ! ua M.;.......i s*3<.............._............................ f.... ...1... ...; o:.......... .......... .... ...................<.... ........................... + ......i....... ..... + ......:........ -1. M M �oF�OFESs�� C7Lu Z z No. 25 m 11-i �. �u: ��9TFOF CAL1F�%-%j Project Number: 204250300 File Name: C O L w AMA PRB TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Drawing No./ � &567 !P14 2 Revision Sheet 8 of 17 V7! h 'tld� � V � O � U Y QZ O Q O z �U) M a O c0 Z_ N U U)Z WLL Q O U) Wwa_ a�� 0 Q U 1 co =O =)-O Z w Q W IL I- U) W Z Z F- w U) tl' U ir Y LLJ Z) m m U Permit -Seal �oF�OFESs�� C7Lu Z z No. 25 m 11-i �. �u: ��9TFOF CAL1F�%-%j Project Number: 204250300 File Name: C O L w AMA PRB TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Drawing No./ � &567 !P14 2 Revision Sheet 8 of 17 SEE SHEET 7 Z Q 17.5' 0 J 0 _' J r- TYP. TYP. 30' 1 30' < j 45 TORRENT 00 00 Gib r7 O p O Ld F- W 0 NO'to N1 69 ri 04 ul dO O WHEELCHAIR RAMP PER CAL TRANS S N C-0 N Y 16+00_--__-47, __- , •�;A ,, I O� O N N PROPOSED STORM DRAIN 0 No z w 30 30 ss- TORRENT m.* wN mN WAY 3 on 627U6 STD U PROPOSED CATCH BASIN W< W= J 0cr 10' 20' 20' 10' 00 N O PROPOSED FIRE HYDRANT + INSTALL STREET NAME --I U) EXISTING FIRE HYDRANT CONSTRUCT RESIDENT W o < o �5' — _ _ — U co c0 STREET LIGHT PER C.O.B. STD. ST -14 C5 rn3 5' -" 73 0 0 72 71 + + STREET LIGHT PER C.O.B. STD. ST -14 Z CONSTRUCTION LIMITS w U 0 of _ + .+- ��� 0 00 Cl3 J `t` C ' c~n C-4 s i 10+00-- s - i w----------11+00-------- _------------- __-12+00.__ ----- ------ ' 3 > TYP SS SS--- - SS _-.. w W IT ofD 17.5' 17.5' 00 p LENGTH Ld TYP. TYP. 30' 1 30' 63 M 45 0+ 110'1 3. 31.42' r7 O p O co � 0 70 N1 4 N 0) N1 69 ri 04 ul 68 N WHEELCHAIR RAMP PER CAL TRANS S N C-0 N — n 16+00_--__-47, __- + w----------11+00-------- _------------- __-12+00.__ ----- ------ ' 3 > TYP SS SS--- - SS _-.. w W IT ofD / File Nome: 00 p LENGTH Ld 66 6 65 N 64 30' 1 30' 63 M 45 0+ 110'1 3. 31.42' 'n LO f c+o � :: ..:.:..:.... :;.� 0 O of WHEELCHAIR RAMP PER CAL TRANS S D. A88A -------15+00 -------------------------- 16+00_--__-47, __- + +0: O SEE TRACT 6387-0 PROPOSED STORM DRAIN 0 No CATCH BASIN IN GRADE SAG PER C.O.B. T. LIGHT -- SS 0o ss- TORRENT m.* wN mN WAY PROPOSED STORM DRAIN MANHOLE on 627U6 627U7 to 3 Ui 3 46 ± 47 NI + NI 48 N C*4 N c� (_>j 17.5' 17.5' TYP. TYP. ------ 13+00 -----_____________- \_R/W O M 49 --- SS - 67 TYP 2 12+80.00 Y_ COBBLE CREEK WAY (D °' R /W00 co 50 I 3 » I 51 (0 T.. 52 53 54 1 30' 30' Ill') U) 10' 20' 20' 10' to to to to 1*( �� 1*� LO a: S SHE 11 m N W COBBLE CREEK m* W N TWINKLE LEGEND CURVE TABLE File Nome: CURVE LENGTH Ld 66 6 65 N 64 0 63 M PROPOSED SEWER LINE 20.00' 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST 3. 31.42' tet+ LO c+o c+o R/W r - 20.00' PROPOSED SEWER MANHOLE O2 Ln WHEELCHAIR RAMP PER CAL TRANS S D. A88A -------15+00 -------------------------- 16+00_--__-47, __- ______._----17+00-___-..._-__ O _S0- _. PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. T. LIGHT -- SS ss- SS D-14 AND D-16 FLS. ' PROPOSED STORM DRAIN MANHOLE on 627U6 STD U PROPOSED CATCH BASIN W< W= J L/— (D °' R /W00 co 50 I 3 » I 51 (0 T.. 52 53 54 1 30' 30' Ill') U) 10' 20' 20' 10' to to to to 1*( �� 1*� LO a: S SHE 11 m N W COBBLE CREEK m* W N TWINKLE LEGEND CURVE TABLE File Nome: CURVE LENGTH OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1 WITH —SS-- PROPOSED SEWER LINE 20.00' 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST 3. 31.42' 20.00' 20.00' 90'00'00" C3 31.42' 20.00' PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS S D. A88A 1 20.00' 90°00'00" O _S0- _. PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD CV D-14 AND D-16 J ' PROPOSED STORM DRAIN MANHOLE on CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O. STD U PROPOSED CATCH BASIN W< ST -13 u -a O PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 U) EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 o < - LO — _ _ — RIGHT-OF-WAY �- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 = Woo 0 TRACT BOUNDARY o- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 Z CONSTRUCTION LIMITS LANE to 0 OZZ NNW SEE TRACT 6387 +XW ABANDON TEMPORARY O W E BURNISHED BRONZE SUMP PER FINAL MAP 0 X TR. 6557 y m 1'WINKLE LANE ......................................................... . ........ . 10+00.00 I„ URNI-5,HEJ BRONZE DRIVE z E } LLJ } f 0 0 3 O M 62 r7 61 � 60 m 3 0+0 �+ ST. LIGHT00 - - 627U5 �" -- -- W - z M0 TYP (— J DAL 3 N LJJ yo SS SS <n :. f, Q _1 O N Lr 0 LO 00 N t0 N p d W I— r7 p 55 56 + a 57 + � 58 + 59 + 0o W rn 0'0. Z - cr Z N; o vii + z o O U LLLIY Q0 UJ Z �M o OM 0 o� w 00 20 �_x W Z In <a- m< a- mQ o mm 0 40' 60' 80' 1:40M M M��� � NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. w..........................................................................:...............................................................................i..........................................................A.............................. x..........: ........... :........... :........... ,........... n.......... :.................................... . ...........:.................................s...........:.......................:...........:........... v N10+00 11+00 12+00 13+00 14+00 qt 0 i J 15+00 0 cn w 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' 20.00' 1 20.00' 90'00'00" C4 31.42' 1 20.00' 1 20.00' 90°00'00" to 0 OZZ NNW SEE TRACT 6387 +XW ABANDON TEMPORARY O W E BURNISHED BRONZE SUMP PER FINAL MAP 0 X TR. 6557 y m 1'WINKLE LANE ......................................................... . ........ . 10+00.00 I„ URNI-5,HEJ BRONZE DRIVE z E } LLJ } f 0 0 3 O M 62 r7 61 � 60 m 3 0+0 �+ ST. LIGHT00 - - 627U5 �" -- -- W - z M0 TYP (— J DAL 3 N LJJ yo SS SS <n :. f, Q _1 O N Lr 0 LO 00 N t0 N p d W I— r7 p 55 56 + a 57 + � 58 + 59 + 0o W rn 0'0. Z - cr Z N; o vii + z o O U LLLIY Q0 UJ Z �M o OM 0 o� w 00 20 �_x W Z In <a- m< a- mQ o mm 0 40' 60' 80' 1:40M M M��� � NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. w..........................................................................:...............................................................................i..........................................................A.............................. x..........: ........... :........... :........... ,........... n.......... :.................................... . ...........:.................................s...........:.......................:...........:........... v N10+00 11+00 12+00 13+00 14+00 qt 0 i J 15+00 0 cn w p,JFtSS/p4rn' c ar O. CIVIL ��eP F�f CAL1F� % Project Number: U File Nome: AMA PRB TM 15.07.10 own. Chkd.Dsan. z Drawing No./ , -'& 55 7 Revision Q 9 of 17 Z U) z O J CV J LLJ U W< u -a O wC U) w0� Q o < - LO J = Woo 0 zLu Z w U z Lu ��� Lu a J F- U) F- m U Permit -Seal p,JFtSS/p4rn' c ar O. CIVIL ��eP F�f CAL1F� % Project Number: 204250300 File Nome: AMA PRB TM 15.07.10 own. Chkd.Dsan. YY.MM.DD Drawing No./ , -'& 55 7 Revision Sheet 9 of 17 cr 0 Q w Z J W U w a LLJ 0 2 w w LEGEND SEE SHEET 9 5 CURVE TABLE SEE SHEET 5 LENGTH (i�r, O RIVULET RUN TWINKLE �TDRI'VE 12+71.18 BURNISHED COURT + 148 � 14 wCL 00 or 20.00' OJ C3 OJ BRONZE DRIVE OJ RM � z�- LANE 10+00.00 COOL RUSH TERRACE 0O Q Ln �~ Z r- w 134'51'11" 00O N W 0+O ml ti N ro X -4U+) N �i `t 30' 1 30' .:.......365_ LO I Z>- � 11� E ` N Of w 45 w WQ r �0 ................................ 30 E30 I U -)U D w E 0c Y RM 10' 20' 20' 10' 1 _ w I H O d ' 0 17.5 -- CONSTRUCTION LIMITS w } 0 3 TYP. F- � 57 0—� O 1 0 ? ; t° a N in 60 0 145 144 z w 3 ~ 4. 0 O Q m o O ' I o 0 C5 143 -c-41 0 N 4 E E, N N , f E • 5 LL. {w) E E; E .."........ f [ � i .. .. .......... 0 i ES C,t; E ,f } E 58 . :........ . .. ..... ...... .... ......_ -- -- ......:...........:_ .._...;,.......... i..-'-_.............. _.. _........... --£........---;—._,•...... : t-�'..... .... ..... ..... :: .... _._... 10+ Op N0011 : M N d 1+ 1 00 2 E Ems' ................................. w.�.E 12+00 311.18 „ 13+ S I',..a ./..' .b5 ......................................... ... ..... .. • . .. 271.18 ST. LIGHT 627U4 /�-----------------------��\� s--------------------- �/ �• E .._ E' E 10+60.00 li BURNISHED BRONZE DRIVE 59 I �� I 19+66.96 CL TWINKLE LANE �I E II 146 IIII IIII '< E I I M ii SEE TR IIII E II ��, -: ACT 6387 Y Z =�' IIII IIII ... M -TI II �� E �� 1 3 xN I w~ SEE TRA T 6387 SEE TRACT 6� 0m 387 m =� TWNKL LAE COOL RUSK ��0 TERRACE; W MM M 48.76 15+00 wS I...... .................................... { SD 00'11 52 E 4) 3 5' ' o i t E� TYP 2 T. LIGHT S7, -16+00--62,7-X3 �TY'( CURVE TABLE SEE SHEET 5 LENGTH (i�r, O RIVULET RUN C5 �TDRI'VE 20.00' � N COURT + 148 � 14 31.42' 11)J 20.00' OJ C3 OJ b OJ 90'00'00" OJ 1 13.70' 1 0O 6.94' 1 NO 'C '' 0O I € �,� 18+ 134'51'11" 00O N W 0+O ml ti N � -4U+) N �i `t 30' 1 30' .:.......365_ LO I � � N Of w 45 w 10' 20' 20' 10' I U -)U D w E m _ w I H m � ~; Z M 48.76 15+00 wS I...... .................................... { SD 00'11 52 E 4) 3 5' ' o i t E� TYP 2 T. LIGHT S7, -16+00--62,7-X3 �TY'( O to J o MO N C� 117 116 SEE SHEET 4 CLARION CHANNEL J 0-1 O J LANE 00000 010000 - -- O + O + Vi N r d 00u7 U I 5' w CURVE TABLE f CURVE LENGTH (i�r, O DELTA C5 �TDRI'VE 20.00' � N + + 147 + 148 � 14 31.42' 1 + 20.00' + C3 n b t� �� 90'00'00" I 1 13.70' 1 FL YP 6.94' 1 N 280.00 0 I �,� 18+ 134'51'11" o N W 528.73' ml Md ............_._._._.............,.,.......,,.:........,,. ,......;---_ O N .,_ _... .... i ,._ 01C .:.......365_ 15+60.00 BURNISHED B f 16+62.70 RIVULET RUN COURT Of O to J o MO N C� 117 116 SEE SHEET 4 CLARION CHANNEL J 0-1 O J LANE 00000 010000 - -- O + O + Vi N r d 00u7 U I 5' w 92,E Rq� R627 LO PRC FL 19+51.00 157 19+06.00 ....................................... 154 155 18+40.00 q BURNISHED BRONZE DRIVE 19+66.96 q CLARION CHANNEL LANE 0 40' 60' 80' 1:401 E - E E NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 --------- � w:.� ,._,_ � _...� _ _.... _ E j CURVE TABLE f CURVE LENGTH RADIUS O DELTA C1 31.42' 20.00' 20.00' 90°00'00" C2 31.42' 20.00' 20.00' 90'00'00" C3 n b 35.00' 90'00'00" I 1 13.70' 1 FL YP 6.94' 1 N 280.00 17+00 I �,� 18+ 134'51'11" I N W 528.73' ml U ............_._._._.............,.,.......,,.:........,,. ,......;---_ O N .,_ _... .... i ,._ 01C .:.......365_ ;� f f Of 0 45 I : I U -)U D E _ r = U) H Z � ~; Z Z w } 0 O 1 0 ? ; t° C/) It in + 151 ° 152 + - + 153 N 4. v Permit -Seal ' I 0 3 LL - 17.50' , f Mo 5 LL. {w) E 3 i f [ � i TYP. 0 . :........ . .. ..... ...... .... ......_ -- -- ......:...........:_ .._...;,.......... i..-'-_.............. _.. _........... --£........---;—._,•...... : t-�'..... .... ..... ..... .. .... .... .... . .... ............ ..... U ; : M N d 92,E Rq� R627 LO PRC FL 19+51.00 157 19+06.00 ....................................... 154 155 18+40.00 q BURNISHED BRONZE DRIVE 19+66.96 q CLARION CHANNEL LANE 0 40' 60' 80' 1:401 E - E E NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 --------- � w:.� ,._,_ � _...� _ _.... _ E j CURVE TABLE f 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 1 13.70' 1 35.00' 6.94' 1 22'25'35" C5 197.70' 1 84.00' 202.06' 1 134'51'11" 92,E Rq� R627 LO PRC FL 19+51.00 157 19+06.00 ....................................... 154 155 18+40.00 q BURNISHED BRONZE DRIVE 19+66.96 q CLARION CHANNEL LANE 0 40' 60' 80' 1:401 E - E E NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 --------- � w:.� ,._,_ � _...� _ _.... _ E j U f i TM 15.07.10 Dsan. YY.MM.DD Drawing No. �. Z Revision Sheet 10 of 17 3 3 f i i E s : Z ly- i U) O 0 > Q d ..................._...._ �.......................:. > --- --.. .... .... ... I N W N U ............_._._._.............,.,.......,,.:........,,. ,......;---_ ................ ,_._. : ..... _ ,_..____..:..,__,,,.,i.,,.,.. qI................... .,_ _... .... i ,._ r „ .:.......365_ ;� f f Of 0 45 I : I U -)U D E _ r = U) H Z � ~; Z Z w 0 w Y ? ; m C/) 'u6 U:6 m A? e U 4. v Permit -Seal ' I 0 3 cn , f F � 5 {w) E 3 i f [ � i Of. . :........ . .. ..... ...... .... ......_ -- -- ......:...........:_ .._...;,.......... i..-'-_.............. _.. _........... --£........---;—._,•...... : t-�'..... .... ..... ..... .. .... .... .... . .... ............ ..... v ; : f S 5 E 0 355 f ___�._._._,,,___ .2.R v 0: � �_..,,.._ = ........... ,.. o31.4' 0 4` N , ---'� E _ E . S N , o i i E : [ .................... i................................... <...................................i i i > : s V N 10+00 11+00 12+00 0 i ��� N • B, r T �• t7 rn w No. 2 i 5 CC FOF CAL`Ffl� Project Number. U File Name: AMA PRB own. Chkd. TM 15.07.10 Dsan. YY.MM.DD Drawing No. �. Z Revision Sheet 10 of 17 Q Z ly- U) O 0 > Q n- Q Z N W U W W Q LL O ocn ;� L1J Of 0 45 m w U -)U D O w = U) H Z � ~; Z Z w 0 w Y ? J m C/) F— m A? U Permit -Seal ��� N • B, r T �• t7 rn w No. 2 i 5 CC FOF CAL`Ffl� Project Number. 204250300 File Name: AMA PRB own. Chkd. TM 15.07.10 Dsan. YY.MM.DD Drawing No. �. --4060 Revision Sheet 10 of 17 rll�_ 00 y n LLJ LLJ D:f 0 0 < < LLJ Mm LJ 0 1 1 1 0 V) YO X0 WV) M M 0 cn ZF- pZ (f)LLJ, OX a- M�l F- cr w 0 M 0 Li 6 _j SEE SHEET 9 0 >-ILLI Idt TWINKLE LANE 31. <z 11� _N FL r73 S00'11'52"W 12+00 —140. 00 TYP 1 3 T 0 ,,-FL 0 2 06 _j M M p 0 LO LENGTH uJ r, TANGENT + 0 04 31.42' PROPOSED SEWER MANHOLE O Go 67 cq 66 L0 20.00' I If C14 54.98' LANE _SD-- 0 0 C14 d It + + 40 SEE SHE CC, "o C) C14 ^0 x c� N.Cr iroT�IIINKLE M C3 00 0 UN M N W10* Y w LAJ LU _j 12 z 68 Lj LEGEND OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST --1 WITH —SS— PROPOSED SEWER LINE CONSTRUCTION LIMITS _j M M 0 LO LENGTH uJ r, TANGENT + 0 C1 31.42' PROPOSED SEWER MANHOLE O Go 67 cq 66 20.00' 20.00' 90'00'00" INET 9 54.98' LANE _SD-- LEGEND OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST --1 WITH —SS— PROPOSED SEWER LINE CONSTRUCTION LIMITS 21+00 NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 22+00 23+00 24+00 25+00 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. e, LENGTH RADIUS TANGENT DELTA C1 31.42' PROPOSED SEWER MANHOLE (D CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STE. A88A 20.00' 20.00' 90'00'00" C3 54.98' 35.00' _SD-- PROPOSED STORM DRAIN (D CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B, STD 134'51'11" C5 13.70' 1 D-14 AND D-16 1 6.94' 1 22'25'35" PROPOSED STORM DRAIN MANHOLE 1101 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD U. wu u - PROPOSED CATCH BASIN ST -13 .......... - ----------- ---- ....................... ........... ........... ---- ------ --- ------- .......... ........... ........... ....... .............. .......... ..... .......... ........... . . ....... .. .. . ........... ........... _---------- c_ 11� 6: Lu I LLJ .0 LJ M PROPOSED FIRE HYDRANT Awa- INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 NrIn I 0 + � M ck, > ... ......... Q > 00- z 0 . . ...... EXISTING FIRE HYDRANT , . I ....... 4G EXI STI ORWISID" CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 b� d M 0 LLJ > LLJ cc w Z W U- RIGHT-OF-WAY < z INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 W w .R. 2 Z Lu 0 uj TRACT BOUNDARY INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 EXIST. IMPROVEMENTS TO BE REMOVED L) 11+00 12+00 13+00 Permit -Seal 1 HIG' POINT 'ELEV 35319 HIGH- POI T STA 11 +46..66 PVI A- 11+65:01 PVI LEV = 353.23 21+00 NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 22+00 23+00 24+00 25+00 CURVE TABLE 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' 84.00' 202.06' 134'51'11" C5 13.70' 1 35.00' 1 6.94' 1 22'25'35" 21+00 NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 22+00 23+00 24+00 25+00 ........ . .......... . ......................... ........... ........... ........... ........... ........... . .......... ........... ........... .......... . . ......... ............................................... ........... .......... .......... .......... ... ....... .......... ............ ........... ........... ........... ........... ........... ........... ................... 350 ...... ........... . .......... .......................................................... ........... ........... ........... ........... ........... ........... ............................................... ....................... . . ....... ; .............. .... ........... ........... ........... ........... ........... .................... .......... ............................. ....................... ........... ........... .. ........ ........................... ........... ........... I .********"Iil*"",,*,,�'ll""I'l�ll""I'lI . . ..... .. . . .... ....... . ............. ... ... . ..... ..................... ........... ........... ............ .......... ........... ................... .... ........... ........ .. ........... ........... ........... ........... ........................ . .......... .......... .... ............... 355 .......... . . ........ .......... ........... ........... --- - ------ --------- - V HIO POINT :EL, .353 HIGH-POI�T 8TA;- 11+46-1.66. I I PM TA, 11 2�O .......... ............ ..... ....... . .... ---------------- ........... ........... ........... ... ... .......... ------ ....... ... ....... ... ..................................... 1 PVI �LEV 35 3.23 .. ....................... .............. .......... .......... �,.p IELEV E 353:14: ? 0= 00 _Vc, .4 rC ..................... --- - - ---- ;_" to ............ . .... ----------- ........... ..... .......... ... ..... ON 0 zC14L0 n . ................. ....... . . ..... . �4 ........ . . - - ---- 360 ...... M Z!:� 0:0 'n; (:j C� C14 0 04 4 dj(N _j LLJ + ME U - i+ XLj + LLI> 0 0: U C14 b" LLJ LLJ > U-) z LLI 0 uJI 12 uj ......... . ...... -- ------------- I ----- - ----- I .................... .......... ............. . . ....... . . .... 355 V) ........... .............. . . ........ ........ . ............... ........ . . ..... ...... ....... -- ----- - -- :0, 21 % ........... ........... . ...... ................................. _ ----- ----------- .. ......... ----------- . ................... .............. . . . .......... ........... .......... .............. 31 .4 . ...... . ...... EAST FLOWLINE to to (0 350 7 w Wc M 0 N ........... ................ ........... ....................... ........... ...................... . .......... .......................................... ......................................................................................... .. ......... ........... .......... ....................... .......... ........... ........... ............................................. I . : r_1 13+00 ........... .................................... : J .......... .......... ................................... ........... .................................. .................................... ...................... .......... I .......... .......... .......... 21+00 22+00 23+00 24+00 25+00 .......... . ..... C 'EL :14 VC ELEV 353� 0. VC.- LOOOO& 00 Ow 0 . . ................ LO ........ . ......... ............... . ........ .. . . .... .... .. ....... . ...... ........... ........... ........... ........... ........... .......................... . .... ............ I .......... .......... .......... ........... 360 ... ....................... ....................... ........... ........... .......... ........... ....................... .. ........... ........... ........... ; !ko ......... ........... .0�00.,., 00s. 00 1 ........... ........... ... ..... in z 04 U.J LO LO u:rq-rn 0 .4- + C-4 0 W ..... + ........... - --------- C-4 LO ........... ........... ........... ............ -------- - . ...... . -- ---- .......... .......... ........... ................................... ........... ----------- ----------- . ..... ............ ........... ........... •........... ........................ .... .......... .......... . .......... .......... .............. . ....... ........... ........... ........... ........... ........... ........... ..... ..... ........... ........... ........................ ..... ......... ...................... ... ...................... . . ......... ........... ........... ........... ........... . ----------- ...... ........... - - ---- . . .......... ............ ....... . . .... ........... ...... --------- - - ............ ...................... ........... ........... .......... . ........... ....................... . ............................................... ........... . .......... ... ...................... .......... .......... . ........... ....................... ........... ........... ........... ........... ........... ........... . .......... ....................... ........ .. ........... .......... . . .... .. ...... .......... 365 .... .... . ... .......... .............. ... . . ........... ........... ........... _96 F-2�pj C:5 IN- . ... ........... ........... N 0 C -4 N ........... ........... ....................... ........... ........... .......... ; 1+ Z s In + LLJ U. wu u - < .......... - ----------- ---- ....................... ........... ........... ---- ------ --- ------- .......... ........... ........... ....... .............. .......... ..... .......... ........... . . ....... .. .. . ........... ........... _---------- c_ 11� 6: Lu I LLJ .0 LJ M LAJ Awa- .. ....... ... NrIn I 0 + � M ck, > ... ......... Q > 00- z 0 . . ...... 10 , . I ....... 4G EXI STI ORWISID" . ..­ .......... d i b� d M 0 LLJ > LLJ cc w Z W U- z < z ........ . .......... . ......................... ........... ........... ........... ........... ........... . .......... ........... ........... .......... . . ......... ............................................... ........... .......... .......... .......... ... ....... .......... ............ ........... ........... ........... ........... ........... ........... ................... 350 ...... ........... . .......... .......................................................... ........... ........... ........... ........... ........... ........... ............................................... ....................... . . ....... ; .............. .... ........... ........... ........... ........... ........... .................... .......... ............................. ....................... ........... ........... .. ........ ........................... ........... ........... I .********"Iil*"",,*,,�'ll""I'l�ll""I'lI . . ..... .. . . .... ....... . ............. ... ... . ..... ..................... ........... ........... ............ .......... ........... ................... .... ........... ........ .. ........... ........... ........... ........... ........................ . .......... .......... .... ............... 355 .......... . . ........ .......... ........... ........... --- - ------ --------- - V HIO POINT :EL, .353 HIGH-POI�T 8TA;- 11+46-1.66. I I PM TA, 11 2�O .......... ............ ..... ....... . .... ---------------- ........... ........... ........... ... ... .......... ------ ....... ... ....... ... ..................................... 1 PVI �LEV 35 3.23 .. ....................... .............. .......... .......... �,.p IELEV E 353:14: ? 0= 00 _Vc, .4 rC ..................... --- - - ---- ;_" to ............ . .... ----------- ........... ..... .......... ... ..... ON 0 zC14L0 n . ................. ....... . . ..... . �4 ........ . . - - ---- 360 ...... M Z!:� 0:0 'n; (:j C� C14 0 04 4 dj(N _j LLJ + ME U - i+ XLj + LLI> 0 0: U C14 b" LLJ LLJ > U-) z LLI 0 uJI 12 uj ......... . ...... -- ------------- I ----- - ----- I .................... .......... ............. . . ....... . . .... 355 V) ........... .............. . . ........ ........ . ............... ........ . . ..... ...... ....... -- ----- - -- :0, 21 % ........... ........... . ...... ................................. _ ----- ----------- .. ......... ----------- . ................... .............. . . . .......... ........... .......... .............. 31 .4 . ...... . ...... EAST FLOWLINE to to (0 350 7 w Wc M 0 N ........... ................ ........... ....................... ........... ...................... . .......... .......................................... ......................................................................................... .. ......... ........... .......... ....................... .......... ........... ........... ............................................. I . : r_1 13+00 ........... .................................... : J .......... .......... ................................... ........... .................................. .................................... ...................... .......... I .......... .......... .......... 21+00 22+00 23+00 24+00 25+00 C9 4 rT1 cc uj No. 25 rf, IVI �TF0F CA Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Dwn.Chkd. Dsqn. YY.MM.DD Drawing No.1-1—e.-055.7 PAA Revision Sheet 11 of 17 U 3: Z Z < Lu I— Z W (0 U) Zi Z 0 CN < Z <Z LU 0 >_ uJ ILL 0 Awa- U) �61 > LLj 0 tiLu LO 0 WLO w 10 02 d cc w Z W U- z < z _j w Lu 0 W w .R. 2 Z Lu 0 uj L) Permit -Seal C9 4 rT1 cc uj No. 25 rf, IVI �TF0F CA Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Dwn.Chkd. Dsqn. YY.MM.DD Drawing No.1-1—e.-055.7 PAA Revision Sheet 11 of 17 360 355 n N O 5. VACANT AGF h 00 ch I- U W W VI SEE TRACT 6387 LOOKING GLASS LANE LEGEND 3;:4,00 MOUNTAIN OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 , WIT H SS PROPOSED SEWER LINE �. INSTALL NEW 1 POST STOP SIGN PER 22+00 23+00 CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCTION LIMITS OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD PTH-02ALKYD 24+00 25+00 �7 G G v7 1-1 G G I V LUSTROUS LANE STREET IMPROVEMENT PLANS PREVIOUSLY APPROVED AND SIGNED ON 01/27/2016 26+00 Y.• JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/17) DATE BY- MARIAN P SHAW RCE 32178 (EXP 12/31/16) DA 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. -, C65823 Z CV EXP. 15 * AMA PRB C � Drawing No. PROPOSED SEWER MANHOLE OCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A G N n 00 � M M SD PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD M M © PROPOSED STORM DRAIN MANHOLE co D-14 AND D-16 Lu ccoo c cO p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD, ~� to PROPOSED CATCH BASIN 3 ST -13A z zuJI0 w z 01— 1- w Y J M n —JR PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1IQ i EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 �g — — RIGHT—OF—WAY -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 I I I i I i TRACT BOUNDARY -�- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 22+00 23+00 CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCTION LIMITS OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD PTH-02ALKYD 24+00 25+00 �7 G G v7 1-1 G G I V LUSTROUS LANE STREET IMPROVEMENT PLANS PREVIOUSLY APPROVED AND SIGNED ON 01/27/2016 26+00 Y.• JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/17) DATE BY- MARIAN P SHAW RCE 32178 (EXP 12/31/16) DA 27+00 NOTES: CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 46.97' 1 30.00' 1 29.84' 1 89.42'08" C2 47.28' 30.00' 30.16' 1 90'17'52" 0 40' 60' 80' SEEN 1EE 1:40 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. 28+00 29+00 co u9 -, C65823 Z CV EXP. 15 * AMA PRB C � Drawing No. Revision (0) F CALIF 27+00 NOTES: CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 46.97' 1 30.00' 1 29.84' 1 89.42'08" C2 47.28' 30.00' 30.16' 1 90'17'52" 0 40' 60' 80' SEEN 1EE 1:40 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. 28+00 29+00 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. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 30+00 31+00 1 U<7 I CV 0 M TM 15.07.10 AMA PRB C � Drawing No. Revision CD '3 O N G N n 00 � M M J U �W� 0 4 M M v U c co Lu ccoo c cO O M • Z MQ ~� to O g 3 z zuJI0 w 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. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 30+00 31+00 1 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 151 +UU 360 355 350 0 t— ¢w 0 a o �o �_2a Lz z w O w w MV) Q� =w QF- 1I N J �S LL_ W (n W Q Z -J Q W U<7 I z TM 15.07.10 AMA PRB Dwn, Chkd, Dsan. YY.MM.DD Drawing No. Revision Sheet zzN 1.{. cl)a z O a- N W J U �W� ILL.. ED f aOLO Lu CL O = • Z MQ Q J ¢ z �- W z zuJI0 w z 01— 1- w Y J M n —JR m E3 i i I I I i I i i 1 i a s --tt -J --- - --- j I t • i I . € I€ ----- - -- ------- - ....... ... ....... . .. ....... ...... . . .. .. ....... ...... ....... I I I ..................................... , , c I i , � , } I 1 � I 1 I t I i I C I I I I r l I j , I I d I i i i f . I I I i I O I i if 1 I ifI' � l �M• f27...-... �_ b iiIIt II iI i+I1III� jIE!I1 W iff - , EX�_TER-jJNE-------- TING CE .. rn•I.i 0010 .-1 • V -" �W rn.t►. �iZ ri i YV cv rn ±•, WO .... _ . R—(L MOUNTAIN { RiDG RIVEMOUNTAIN- W W —._-_ -_- S-TIING .RIDGE DRIVE.-.- --_.-, EST FLL IN m `IIE O iE If 8 G R UN4.9 5 _ _ I -� .-.. ,Ia ____.___ ___ _. Ii , IT - I€ 1 _.., -X-� . .i.I LIIIi_ .. . -- .e.- i_ E i� �E i I !€if f € IIII ` I i II, i I ; I ,f IiI I € _.... 4 VERT. 1 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 151 +UU 360 355 350 0 t— ¢w 0 a o �o �_2a Lz z w O w w MV) Q� =w QF- 1I N J �S LL_ W (n W Q Z -J Q W _Permit -Seal- _ - - Project Number. U<7 File Name: z TM 15.07.10 AMA PRB Dwn, Chkd, Dsan. YY.MM.DD Drawing No. Revision Sheet zzN 1.{. cl)a z O a- N W J U �W� ILL.. ED co aOLO Lu CL O = • Z MQ Q J ¢ z �- W z zuJI0 w z 01— 1- w Y J M n —JR m E3 _Permit -Seal- _ - - Project Number. 204250300 File Name: TM 15.07.10 AMA PRB Dwn, Chkd, Dsan. YY.MM.DD Drawing No. Revision Sheet R12 of ,� 360 355 E 00 0 0 N 0 3 O LO 0 0 04 0 SCHOOL KITE I II it I(1 III ►II J11 .11 TIE-IN TO PULL BOX AND CONDUIT PER EXISTING CONDUIT C.O.B. T-33. 11 "1 4+00 1450.539 35+00 II 36+00 7 F 79_4._86, PAINT 12" LIMIT LINE THERMOPLASTIC PAINT PER CALTRANS '0 STANDARD PTH-02ALKYD f -FL LO R1-1--) USIN ATANS LKYD PERIMETER WALL ST. - LIGH 627XB 33 04 + W + V_ 0 u') 0 rn Ira LO n C ) \� 1� �I1 LEGEN o L --------------------, CURB AND GUTTER PER C.O.B. STD. ST -1 WITH CURVE Al PROPOSED SEWER W 0 ^ PU LO 0 L0 w O 0 > + WHEELCHAIR RAMP PER CAL TRANS STD. A88A 47.36", 30.00' 30.23' .90*26'43" PROPOSED SEWER MANHOLE . - - - CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD SD— PROPOSED STORM DRAIN r D-14 AND D-16 w Ul- 1K) [*'� @ PROPOSED STORM DRAIN MANHOLE Z: LUQ CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD OL CONSTRUCTION BOUNDARY SAW CU l LINE-) � ST -13 ROAD ZOO LU Lu 1031-.00 — 32+00 N 00'29'44" E 33+00 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 z 0 ww . C ....... .. . . i LD EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 Z I i W < ci oC2 STREET LIGHT PER C.O.B. STD. ST -14 -R/11 ...... IA on a n w us TRACT BOUNDARY INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 _ 0 c� 0 . .... 00 0 0 + (0 IV) ........ . x + Lu z 37 36 to 35 00 fNn 02) 6 34 00 C44 0) 00 + Al 06 4 co I II it I(1 III ►II J11 .11 TIE-IN TO PULL BOX AND CONDUIT PER EXISTING CONDUIT C.O.B. T-33. 11 "1 4+00 1450.539 35+00 II 36+00 7 F 79_4._86, PAINT 12" LIMIT LINE THERMOPLASTIC PAINT PER CALTRANS '0 STANDARD PTH-02ALKYD f -FL LO R1-1--) USIN ATANS LKYD PERIMETER WALL ST. - LIGH 627XB 33 04 + W + V_ 0 u') 0 rn Ira LO n C ) \� 1� �I1 LEGEN 31+00 32+00 W SEE SHEET 3 * CRYSTAL CASCADE LANE MOUNTAIN RIDGE INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCTION LIMITS 33+00 34+00 FUTURE DEVELOPMENT TRACT 6531 EXISTING EP 36+33. 'q MOUNTAIR-RUGE DRIVE 50+0 AO (j/'BERKSHIRE ROAD — � — i � ITIE-IN TO SEE TRACT 6553 co to EXISTING CONDUIT 5 2 CO = N 0 + 19 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH CURVE —SS— PROPOSED SEWER LINE ^ PU 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. LO 0 L0 w O CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 47.36", 30.00' 30.23' .90*26'43" PROPOSED SEWER MANHOLE . - - - CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD SD— PROPOSED STORM DRAIN x 0 D-14 AND D-16 w Ul- 1K) [*'� @ PROPOSED STORM DRAIN MANHOLE W L" CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD r_- .. . .. .. ... PROPOSED CATCH BASIN � ST -13 ROAD ZOO D IVE ZwH A PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 z 0 ww . C ....... .. . . i LD EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 I i RIGHT-OF-WAY . ...... INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 ...... on a n w us TRACT BOUNDARY INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 _ 31+00 32+00 W SEE SHEET 3 * CRYSTAL CASCADE LANE MOUNTAIN RIDGE INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCTION LIMITS 33+00 34+00 FUTURE DEVELOPMENT TRACT 6531 EXISTING EP 36+33. 'q MOUNTAIR-RUGE DRIVE 50+0 AO (j/'BERKSHIRE ROAD — � — i � ITIE-IN TO SEE TRACT 6553 co to EXISTING CONDUIT 5 2 CO = N 0 + 19 CURVE TABLE 0) + CURVE LENGTH RADIUS TANGENT 2 -� ^ PU �OX AND CONDUIT PER LO WOL+O) w L0 w 44.07' 4*52'52" C3 47.36", 30.00' 30.23' .90*26'43" O . - - - ........ . --------- Lu a. CN V) N I co 1­�, C.O.B. T-33. -6, x 0 u! V_ w Ul- 1K) [*'� EE SHEET 113o <P m W L" w r_- .. . .. .. ... > 0 40 < � BERKSHIRE ROAD ZOO D IVE ZwH 35+00 �pFESS/p�,� Lou C65823 W. Up. 9-30-17 IV OF c STREET IMPROVEMENT PLANS PREVIOUSLY APPROVED AND SIGNED ON 0112712016 "Ab BY- JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9130117) DATE BY MARIAN P SHAW RCE 32178 (EXP 12131/16) 0 40' 60' 80' 1:40M W X W NOTES: I E 0 N E 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 36+00 174 -on CURVE TABLE < CURVE LENGTH RADIUS TANGENT DELTA ci 88.09' 1034.00' 44.07' 4*52'52" C2 88.09' 1034.00' 44.07' 4*52'52" C3 47.36", 30.00' 30.23' .90*26'43" 35+00 �pFESS/p�,� Lou C65823 W. Up. 9-30-17 IV OF c STREET IMPROVEMENT PLANS PREVIOUSLY APPROVED AND SIGNED ON 0112712016 "Ab BY- JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9130117) DATE BY MARIAN P SHAW RCE 32178 (EXP 12131/16) 0 40' 60' 80' 1:40M W X W NOTES: I E 0 N E 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 36+00 174 -on 31+00 32+00 33+00 34+00 35+00 36+00 37+00 360 350 < Z Z c/) z . . ........ O . - - - ........ . --------- Lu a. CN > UJ C/) %_; L.L Ir Lu -W 0 0 W L" .. . .. .. ... > 0 40 < � 0 ZOO _j ZwH �.. Z uj 0 4 z 0 ww . C ....... .. . . i LD ISI I i . ...... I ...... _._- _ �� ........... . . . .. ... ...... . ............. ........ ..... T J- t c .... ....... . —, ­," . . ....... - .. . . cq _7 (c ic ck: pe ff) C9 D4� L6 061-- .. ..... . .... . .. ... C) Zn uj pr) r4) (99 C! x W W � ca a . . ..... ... .. - ct w 4 - IWQ< I � f.. �.. �tlar� -7 =ti_6 ,rte L -------- - 1 85.09' wvNE ... . ...... 7-.36 ' O.C. -------- � -I _111 .... ... ... . . . . .. ... ..... ....... .. .. .... . . ...... ........ ------- . I f_f� i .. ..... .... .. ...... . . . ... . - �I- ... . ... .... F � 'I � ....... .. ... ... i d- �-, --------- ----- . ..... . . ...... . . .. ........ ...... .... . ....... . . . . ..... . ... .... . ... ...... . ... . . . ...... . .. ........ ... ------ � _ -------- SCALE: 40 l '... __ � �'__1 _ _. � _ _� I E i.. '.�I 1 L .._ VERT 1 4" .J 31+00 32+00 33+00 34+00 35+00 36+00 37+00 360 350 Permit -,Seal, Project Number. 204250300 File Name: AMA PRB TM 15.07.10 Chkd. Dson, WAM.DD < Z Z c/) z O u_ Lu a. CN > UJ C/) %_; L.L Ir Lu -W 0 0 W L" > 0 40 < 0 ZOO _j ZwH Z uj 0 ce z 0 ww _j 2 cl) LD Permit -,Seal, Project Number. 204250300 File Name: AMA PRB TM 15.07.10 Chkd. Dson, WAM.DD E v to f N O m z O o SEE S MOUNT Cw 360 355 350 LEGEND PROPOSED OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WI RADIUS 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A& O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD STORM D-14 AND D-16 44.07 p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD DRAIN MANHOLE ST -13 PROPOSED CATCH INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 PROPOSED CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 EXISTING FIRE c�- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 �- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 50+00 51+00 r-R/W FUTURE DEVELOPMENT a INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCTION LIMITS W1-7/ OM1 -3 PROPOSED SEWER LINE LENGTH RADIUS TANGENT DELTA C1 PROPOSED SEWER MANHOLE ................... M............--... PROPOSED STORM DRAIN 44.07 PROPOSED STORM DRAIN MANHOLE 1034.00 PROPOSED CATCH BASIN ;.. , PROPOSED FIRE HYDRANT 89'15'25" EXISTING FIRE HYDRANT 30.00 - - RIGHT-OF-WAY ; '' '>;» '»> •-- •,..• • TRACT BOUNDARY FUTURE DEVELOPMENT a INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCTION LIMITS W1-7/ OM1 -3 C) C) Nii vi r m `o 240; 4 58+34.43 BERKSHIRE ROAD _ _ _ R/W 4 0 o „ fi4+-6"9�;-�HWG-BROO -ROAD- - __ __ _ _ _ _ U Q " ° (.0 o T o - - .. 4444... 4444... 4444.. 4444... 4444... ......... ....... ....... ....... ...... % .......... 4444... 4444... 4444... 4444... 4444... ... 4444.. 4444... 4444... 4444... 4444... 4444... 4444.. 4444. 4444.. 4444. 4444.. 4444... ... — .— C� 0 y 0 4444 ...................................................................... S4W: 'CUT _ °' (070 - ....................................... ................................................. CL .......................... ................................ . :�= c o ;cam AND "'M ATCH' c o y � 4 '0 ° 4 % T �; EXISTING EP j � v � 0 3 �y� ��s� �` �` 0 Fes• �F� �o� CO in m 0)u 3 N o LO Q r M CURVE TABLE O `t u CURVE LENGTH RADIUS TANGENT DELTA C1 47.36 30.00 30.23 90'26'43" C2 88.09 1034.00 44.07 4'5252" C3 88.09 1034.00 44.07 4'52'52" C4 46.73 30.00 29.61 89'15'25" C5 47.51 30.00 30.39 9044'35" C) C) Nii vi r m `o 240; 4 58+34.43 BERKSHIRE ROAD _ _ _ R/W 4 0 o „ fi4+-6"9�;-�HWG-BROO -ROAD- - __ __ _ _ _ _ U Q " ° (.0 o T o - - .. 4444... 4444... 4444.. 4444... 4444... ......... ....... ....... ....... ...... % .......... 4444... 4444... 4444... 4444... 4444... ... 4444.. 4444... 4444... 4444... 4444... 4444... 4444.. 4444. 4444.. 4444. 4444.. 4444... ... — .— C� 0 y 0 4444 ...................................................................... S4W: 'CUT _ °' (070 - ....................................... ................................................. CL .......................... ................................ . :�= c o ;cam AND "'M ATCH' c o y � 4 '0 ° 4 % T �; EXISTING EP j � v � 0 3 �y� ��s� �` �` 0 Fes• �F� �o� CO in m 0)u 3 N o LO Q r M TM O `t u r - O O N Dsan V)O Drawing No. 0IL + Revision N 4' 14P 0 rn ui 00 + m C/) Z Q J a- F— Wa > M c% U 51 173 , 0 172 171 170 169 0 U c %U40„•o U) F— E :3F- Uh W M -12.9 v o - cn 0 ; .,. 4444. . — — — — — Q�pFESS NOTES: I===== __""= 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. w C65823 Z^ IXP.9-30-17 J►>9r� C l v l v OF CA1.�F it . 0 'l Y AP OVED BY.• JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/17) DATE 44 P44 /J- _ J 5 `b APPROVED BY.- DANIEL PADILLA DATE cc 0 C',oz V) w 0 c� w _z O v_ w W U TM woo�"� Dwn. Chkd. Dsan 0 Ol Drawing No. Revision Sheet 4' 14P 0 rn _Q Z w O LL Q 0 OLL U) Q� 00 C/) Z Q J a- F— Wa > M c% U 51 % V N • Td' Y Lu Lu c 0 C Y> O % O 4 4„s LZ _I U c %U40„•o U) F— E :3F- i -12.9 v o - cn 0 ; .,. 4444. . cc 0 C',oz V) w 0 c� w _z O v_ w W U TM 15.07.10 Dwn. Chkd. Dsan Z Drawing No. Revision Sheet 14P _Q Z w O LL Q 0 OLL U) Q� 00 C/) Z Q J a- F— Wa > M CN W o (.0 0 U 51 5 Z Y Lu Lu Z F- Li ix LZ _I LU m U) F— w Y m i Project Number. 204250300 File Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsan YY MM DD Drawing No. Revision Sheet 14P bF 1 360 355 E 0 (0 �18-1( X h Ln LO (0 O 0 0 0 + O TRACT 6478 0 z + Ld 62+96.00 SAW CUT 2, ... . .... . .... . . .............. ..... ..... . ......................... - - — ---------......,...-::::::«.:_.,........:........... ...... .................... ..... ..... M.D. MATCFT . .... . ....... . -- --- - ------------ .,- .. ................ . .....ri . . .... ...... ....... ....... ...... SAW 'C'U'T ...... ....... ....... ....... ....... ....... ....... ....... z ...... ....... ....... ....... ....... ....... ....... EXiSTING EP ....... .. ...... . ... ... ... ------ .. . .. ....... ------ - --- ------- ------ ------ ------ ------- - - ---- ------ ------- ------ I ....... ....... ..... ....... ....... ....... ....... ....... ....... ...... ....... ....... ....... ....... ....... .... ....... .. . . ... ..... ........ ...... ......... . ... . ...... - - - - ------ ------- -- - ... ....... . . .... ...... ... . .... ... ....... EXISTING EP oP 0 0 4� A 61 V - 00 70+00 q 171 +001 "T 0 8, � 11 7 41,11-14. 0110 62+00 63+00 1�1- 6 4 ............... . 471 f---- ------------ --- - ----- - -- . . ........... - ----- f - -4 . . . . . ......... w -04 7 — - - - --------- - 71, LLJ EP LJJ fft hl —TSTA 62+50.00--� EXISTING PAVEMENT 0.00 STA: 62+5 3= _yRIW T 34' RT. TYF� T'Y = S1. _1C;HT -A . ...... ....... .... .. - - ----- . ...... ....... --Z T-� 627**' -'A -00\ -_� -- -- ---- ------ . ...... ....... ... . ...... . .. .... . . ... .. . . ....... . . ... .. ...... . . ...... at- — — — — — — — — — — — — — — — — — --- — . . . . . - - - - - - - ............ .... ...... t 0 0 W cr 0 ST. LIGaHT7 V) 0 . . . ...... . ....... 11 .......... 0 . ......... CO Lu O. 00 + 0 40, 627R5 cy) + Lu + + j. . . ....... . 0 2 7,.T"-­'--- ui xll� 168 Z LLJ f 19 Q, Z V11 Z F- ;j d V) - ------ 4-1 169 M x < 0. i C) Ld 6 NIJ 111 11 � V',, ;i: W1� LEGEND I K ....................... ................ . ..... I -P� V . . ....... >! 1 11•.••••..», im M• M LdC) . ..... F- . . ............. . ........... ..... r4 _„_........,,_.»,.:»..::».,... ........ ....... .... . .... gr�-Inll �K. IINE GREEK T A L, L: LD R BAY BO L', 141 iii G1111., I 'T iF W A1Y RO�D COURT PHASE 1 B E KSHIRE ROAD OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH R A 1*1"-f � LJ S PROPOSED SEWER LINE ........... ............................. ............................... 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. ......... 8. ............... ......................................... ......................................... ........ ......... 0 30,0o ...... . . .... OCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. 88A PROPOSED SEWER MANHOLE c < 0 V) 1,- 00 L) ................... PROPOSED STORM DRAIN (D CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD W z W -j w cn F- c/) —C) D-14 AND D-16 Q�v PROPOSED STORM DRAIN MANHOLE El CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. S rD on - PROPOSED CATCH BASIN C.0 CO ST -13 0:1 0.) C0 (0 CL v CL C p y C) PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 3:QC B-, -0 V) LO 0) u— �c -00 W EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 wi i I I 0 RIGHT-OF-WAY INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 C) TRACT BOUNDARY INSTALL 9500 LUMEN STREET LIGHT PER C.O.R. STD- ';T-14 '00 N 6:1 INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCTION LIMITS PROPOSED PAVEMENT IMPROVEMENTS ----------------- RVE TABLE ........................................... ......... . ......... ....................................................... . . . . . ..... R A 1*1"-f � LJ S 'I't N Di.- L I -A .......... ......................................... ........... ............................. ............................... 5 00 ......... 8. ............... ......................................... ......................................... ........ ......... 0 30,0o ...... . . .... ........... ........... . . . ......................... A AP 0 E& BY. JOSEPH SH—AWA APPROVED BY:DANIEL PADILLA 0 40' 60' 80' 1: 40 M M M R 0 00 IMMMEM 1=1 l NOTES: FESS SHAWN "yl 42 �0� C65823 !EXP. 9-30-17 IV% OF CALF BLANTON R.C.E. No. 65823 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 70+00 71+00 71+00 1 360 355 1 350 C) cn w DATE C3 CD n Z 0 o0 DATE 0 -ce CL c < 0 V) 1,- 00 L) 0 2 CL :t! U) z u- co W z W -j w cn F- c/) —C) 0 on - S C.0 CO 0:1 0.) C0 (0 CL v CL C p y C) U) cq C) U-) M >i 0 3:QC B-, -0 V) LO 0) u— �c -00 W & wi i I I 0 > cn u r —5 C) z '00 E! cn 'a 0 V u— zgg C U .. ......... .. ....... 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 70+00 71+00 71+00 1 360 355 1 350 cn U cn w DATE w Z 0 o0 DATE 0 -ce cn U w Z o0 -ce z w 0 LL J < 0 LL 0 cn Lu 0Lu F c < 0 U) z F- Z Lu 2 Lu 0 CL 04 Lu EL Lo yo (.0 d L) < z U) z u- co W z W -j w cn F- c/) u- LLI V) W wi i I I I >- Permit -Seal Project Number: 204250300 File Name: AMA PRB TM 15.07.10 own. Chkd. Dsqn. YY.MM.DD Drawing No. Revision Sheet 15P, OF 17 U Z -ce z w 0 LL J < 0 LL 0 cn Lu 0Lu F c < 0 U) z F- Z Lu 2 Lu 0 CL 04 Lu EL Lo yo (.0 d L) < z U) z u- co W z W -j w cn F- c/) Permit -Seal Project Number: 204250300 File Name: AMA PRB TM 15.07.10 own. Chkd. Dsqn. YY.MM.DD Drawing No. Revision Sheet 15P, OF 17 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. I 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. STRIPING LEGEND bMW MiTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOs. A20A, A208 AND A20D. NUMBER IN [::] INDICATES DETAIL NO. ON STANDARD PLAN. LL INSTALL 12" WHITE LIMIT LINE AS SHOWN INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN ,440ov— INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN STOP INSTALL WHITE "STOP" LEGEND AS SHOWN ® INSTALL 8" WHITE GORE STRIPE AT THIRTY (30) FEET ON CENTER AS SHOWN ON PLAN. SIGN LEGEND INSTALL NEW 1 POST SIGN -p- SIGN LOCATION + SIGN POST 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 R4-7 N KEEP RIGHT 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. W M m 0 REMOVE AND SALVAGE EXISTING SIGNS a 0 a a: a a: J a a: O N (� O �00�0 i w Q Vi N tG cn Q00 V) aj Z � � R/W � nr o 04 M N 0 to ( ..............................................................._....................................... + ,...04 M W m 22+00 ...................... uj z `t V Q .3 J r z EXISTING STRIPING O O J �E E cn rn rn 3 v LO 0 0 N D: i c .3 0 r, to to 0 0 N 0 io 040 N N U N 0 i N PAVEMENT 0 ........Z N .. ............... /-MARKING (WHITE) Z ,,,,...... ..... ... ...... ,...,,.•,•. ... i1J ,« .._._. EXI TING EDGE \-OF SPAVEMENTT MOUNTAIN RIDGE DRIVE W 0 O DET38 ro PAVEMENT 0 v -j 23+00' 24+00 MARKING —I 25+00 26+00 27+00 (WHITE) 28+00 + h 30+0 ,,/-12 x577 TAPER m PAVEMENT MARKING I r * o DET22 M cn "BIKE LANE" KE LANE STRIPEM99 I 0 so " M io ----------- - ii r In 12 CROSS LK l -BIKE LANE STRIPE® RETENTION E I a' w \ \ w m0 �- R/W 44 A STRIPING PLAN 22+00 — 32+00 MOUNTAIN RIDGE DRIVE ,I ................................... EXISTING 40 Rl-1 EXISTING R1-1 I EXISTING a 0. EDGE OF "? PAVEMENT in in........ .... N••irl � p r7 .\ EXISTING R1-1 12" CROSS WALK DET22 MOUNTAIN RIDGE DRIVE 11 (ET) (WHITE)DET22 ZZ: I 36+00n I co GORE EXISTING EDGE WHITE OF PAVEMENT AVEMENT c PAVEMENT k MARKI G7 < MARKING I r:.. N. = 38 I ; 12 CROSS WALK . ... .. .. -- ( ) `. ........ .1000-1 Ao s = _ EXISTING;' i 12 EXISTING CURB &GUTTER AND SIDE WALK BERKS IRE ROAD SEE S EET 17 STRIPING PLAN 32+00 — 36+00 MOUNTAIN RIDGE DRIVE 39 0 40' 60' 80' 1: 40 m W m 32 O o.. Q 324-- 4 S 00'29'44" W W W.................................. _...............�..........,_.._.�,..._.__...: to _........_ ..._ �-------------------- — —... �cW` ....—_ OR26(CA)......._..� ...................._.... .. ._ + ' R/W N 36 r M F 35 13 n Fl- ................................... EXISTING 40 Rl-1 EXISTING R1-1 I EXISTING a 0. EDGE OF "? PAVEMENT in in........ .... N••irl � p r7 .\ EXISTING R1-1 12" CROSS WALK DET22 MOUNTAIN RIDGE DRIVE 11 (ET) (WHITE)DET22 ZZ: I 36+00n I co GORE EXISTING EDGE WHITE OF PAVEMENT AVEMENT c PAVEMENT k MARKI G7 < MARKING I r:.. N. = 38 I ; 12 CROSS WALK . ... .. .. -- ( ) `. ........ .1000-1 Ao s = _ EXISTING;' i 12 EXISTING CURB &GUTTER AND SIDE WALK BERKS IRE ROAD SEE S EET 17 STRIPING PLAN 32+00 — 36+00 MOUNTAIN RIDGE DRIVE 39 0 40' 60' 80' 1: 40 I� MOUNTAIN RIDGE DRIVE Z I AVEMENT MARKING BIKE LANE" 32 O J uj 31+92.85 m START TAPER uj LTJ 38 i 37 36 N M 0 0 ICL CL z Q z w O ILL _z J U O W O Q Z z w c --I a� U Permit -Seal z Q J a z a luu � N 0 LLl !) W ti LO Q z C° U Q z w z � ci U ly- O� Y OQp,OFE55 si �n Lu p .,r m 1(7 IC5 37 ��Q� Civil. FOF CAU` `�� Project Number: 204250300 File Name: ACV AJW JRC 07.01.19 &n. Chkd. Dsan. YY.M—MD D Drawing No. �.d0.&15if 17 NJ Revision Sheet 16 of 17 �T 0 o.. " N O N 01a c r- 00 `o a n Fl- - r o�om� aci U O (6 0 E °�a�o ABBREVIATIONS 0 a 0 o o Aon G co 73 EW EDGE OF WALK i co 0 q o 0';' FL FLOWLINE 8 R/W RIGHT OF WAY c/) U) m a, >i L2 ; 0 ow I� MOUNTAIN RIDGE DRIVE Z I AVEMENT MARKING BIKE LANE" 32 O J uj 31+92.85 m START TAPER uj LTJ 38 i 37 36 N M 0 0 ICL CL z Q z w O ILL _z J U O W O Q Z z w c --I a� U Permit -Seal z Q J a z a luu � N 0 LLl !) W ti LO Q z C° U Q z w z � ci U ly- O� Y OQp,OFE55 si �n Lu p .,r m 1(7 IC5 37 ��Q� Civil. FOF CAU` `�� Project Number: 204250300 File Name: ACV AJW JRC 07.01.19 &n. Chkd. Dsan. YY.M—MD D Drawing No. �.d0.&15if 17 NJ Revision Sheet 16 of 17 �T 12 CROSS WALK WHITE f` • ii a_oJ a �-i too � oo POYER K oo oo 00 v��tD N cGCo DRIVE �`°`o v'00 \ 04 EXISTSI-Idi w- "' O � M N ,,.-•-•••_.•............. ...... .....• _..._._•-•-•_...,.,_..-•• ... �►`.�T'ap RH�ERD,` W W •'� � W "�' W rn „ ,. k, .,.......to ............... ...•.. .._._. .............. ,_ „_,,. ...,.•- ...... ......... _.... __. .... ..,__. .,.... „_, „ 1 „ ........... ...... ..... ........... „_._. m T R1-1 REMOVE EXISTING STRIPING (GRIND) REMOVE EXISTING : rn-v() uL W k...... 11'x90' BAY TAPER STRIPING ti.......• ........r\..................,........,...,...................•.•..............,..................Liu z�.. ..... 5 , .................... ................. 32 .;.. ;.: . 0 BEl2lCSHIRE'ROAD E 32 Z I` \ h w.: .� 7+00 ••6O,GAP60+00 Q O LL wo" a N N ' r r r W O � � � '- � sro3 34 w » N J 12" TYPE V(') 32 �i. W Z 2 nLACE o ! 54 Q ZQ N 89ro3 34 W 32 a: 0 5 CROSS WALK O 22 W o UJ LO w 0 IL (WHITE) R26 CA ,'i r o Q R26 CA 55+00 eo R26 CA R26 CA FL W 51+40 +_„_„ ,fit.. - - ----- /! .. ............ ..•-•-•-•-•••- .n % _ 70 STOP 0 O ■ TOM W ao O W moNw/ a W TT W i 'uw) _/ _/ W M O O N ow 00Q w W W Q l� W W V� i W in L E a N M N Cn 3 v 04 0 R Ln Of 5 - LO LO LO CO 0 0 N O LO N O N N U 04 0 N J P7777777\�­—­1­-1­­­ — — }, M -IN TO R/W LL R/W EXISTING I k ' SN ” '. ' _ ? STRIPE `121-1 I W 12 11 10 k 9 8 i 7 6 5 4 3 2 1 `` V 173 172 k 171 170 m i Z O 0 40' 60' 80' 1:40 %%% N= =NN -EXISTING CURB GUTTER & SIDEWALK MW � '".::�!.. W i i;=,' i \ .. "•��'� .f .aka: �� ..2,.,.`.. �::e ' "�.. ''�= ..... ?:;:.... PHASE 2 PHASE 1 .i•• '::;r' ?il` O ................ ................. ..... ........... ........... .... ............. ..... ................................................................... 32 .. BERKSHIRE ROAD 150' DeT 22 TYPE lY(I) 62+00 63+00 5 k :4r , :; _ •GA k t 0 R ,,,,,,,, _ 32 ;r EXISTING CURB GUTTER &SIDEWALK W REMOVE EXISTING DOUBLE - tee VWr3� I ;� ' _,,,,_, i R26 CA STRIPE CENTER R26(CA? �. ,.2. &1.+1 UNE r ... -F 2`i?i\`r 'k i`ic• 4,:..`.€ g„ '".' € _ . W , :, \' ,,,,,, ,,,,, ,,,,,, _,_„ ._,._ .,,,,, ,,,,, .,,,,. .,,,, .,,,,. ,,,.. .,.,,. .,,,, .,,,,. ,F,:, .,,,., .,.,, .,.,.. .,,,, .,,... ,,,,, .,,,,, k ,,, .,,,.. ..,., ...... ..... .,,.. ..... ...... ,,,,, ...... ,,, 4\\l\ , V1, WN• CURB GUTTER & SIDEWALK. /.: PI`F2 THESE PLANS LLI 169 168 19 �\ : �:, ,< ,� F 3 3 k 3 1 k •---• , 'tom � ' : `';\ �,�,\�' i i k ? i i � � � U Nt __,.... , _ ----------- k �, I L11 2`. ................. ..... ...... .... , ff t y tfr, t STRIPING !PLAN 50+00 — 76+00 1 BERKSHIRE ROAD 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) - REFLECTIVE MARKER OM1 -3 N REFLECTIVE OBJECT MARKER R1-1 N STOP R3 -5R N RIGHT TURN ONLY ARROW R3 -6L 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. SIGN LEGEND STRIPING LEGEND ® INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN Nos. A20A, A20B AND A20D. NUMBER IN 71 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 ,q00jp--- INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN vp� 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. INSTALL NEW 1 POST SIGN -tT SIGN LOCATION ABBREVIATIONS EW EDGE OF WALK FL FLOWLINE R/W RIGHT OF WAY QROrE�SS/p� \ 1 U• B,gV, ac f .." 01 CAOF_F Project Number: 204250300 File Name: ACV AJW JRC 07.01.19 own. Chkd. Ds n. YY.MM.DD Drawing No. Revision Sheet 17 of 17 U Z Z J C Q a w Z O N aC (n Z Q: N Q � U)U C > rn E O V Q 17 0 U C O° N U) Lu ° c R, rna tr0 c I'- `W u') C"n (D � o o- �3 a W L o Y M .. . ; cm 0 C6 �.. U) , p — x 3 v o$ c '� NO Lo m M Fes- Li `//wj _I 2`° LL Z c° a. c In - Q W c „m.a Uw WCL C13 Y co V 0-- d-0 -k-Ivo.:', Permit -Seal moo= moa' O .n U -5, ° m as c N T - d V c m Ci a+ O 41 E ova o 0 0 a I m QROrE�SS/p� \ 1 U• B,gV, ac f .." 01 CAOF_F Project Number: 204250300 File Name: ACV AJW JRC 07.01.19 own. Chkd. Ds n. YY.MM.DD Drawing No. Revision Sheet 17 of 17 U Z Z J Q a w Z 0 Z Q: N Q � U)U Q Z O O 0- U) Lu I'- `W u') O W (0 U = O Z W `//wj _I LL Z Q W c uj J WCL C13 Y co a� Permit -Seal QROrE�SS/p� \ 1 U• B,gV, ac f .." 01 CAOF_F Project Number: 204250300 File Name: ACV AJW JRC 07.01.19 own. Chkd. Ds n. YY.MM.DD Drawing No. Revision Sheet 17 of 17