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1.1-6557 Ph 2 Record Drawing
E CL N N rn 3 0 0 0 1n o: i .3 0 LO LO LO0 0 N r- 0 Ln N d 0 U i N 0 i > A.C. PAVING TESTING NOTES ASPHALT CONCRETE SHALL BE TYPE "B" AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STATE OF CALIFORNIA DATED JULY 2002 STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. AGGREGATE FOR TYPE "B" ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR THREE-FOURTHS (3/4) INCH MAXIMUM, MEDIUM GRADING, AS SPECIFIED IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS. WHEN DIRECTED BY THE ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. ASPHALT CONCRETE TYPE "B" SHALL HAVE A BITUMINOUS BINDER OF PAVING GRADE ASPHALT OF AR 4000 VISCOSITY GRADE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER, AND SHALL CONFORM TO THE REQUIREMENTS SHOWN IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALT" IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS. PRIOR TO COMMENCING WORK ON THE PROJECT, THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER THE FOLLOWING INFORMATION: THE AGGREGATE AND ASPHALT SOURCE; DOCUMENTATION THAT AGGREGATES CONFORM TO SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS. A. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT RESULTS B SHOULD NOT BE OLDER THAN SIX (6) MONTHS. THE OTHER TEST RESULTS REQUIRED IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHOULD NOT BE OLDER THAN ONE (1) YEAR. AN ASPHALT CONCRETE MIX DESIGN DETERMINED BY CALIFORNIA TEST 367. THE LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE INCLUDED FOR REVIEW. THE ASPHALT CONCRETE MIX SHALL ALSO MEET THE REQUIREMENTS C OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS. IF THE SUBMITTED DATA SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE ASPHALT BINDER IN THE CONCRETE SHALL BE FOUR AND ONE-HALF PERCENT (4.5%) TO FIVE AND EIGHT -TENTHS PERCENT (5.8%) 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). - r 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 STREET IMPROVEMENT PLANS THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING, ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B. ABOVE SHALL BE USED IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS BELOW NINETY-FIVE PERCENT (95%) BUT ABOVE NINETY-TWO AND NINETY-THREE TENTHS PERCENT (92.9%). THE CONTRACTOR WILL BE ADVISED THAT HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS, OR PROCEDURES, OR BOTH, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS LESS THAT NINETY-THREE PERCENT (93%). THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED. THE FOLLOWING CITY OF BAKERSIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: ST -1 CURB AND GUTTER ST -3 SIDEWALK ST -4 RESIDENCE DRIVEWAY SW -5 FRAMES AND COVERS FOR MANHOLES D-14 CATCH BASIN TYPE "A" D-16 GUTTER DEPRESSIONS D-18 TYPE "B" MANHOLE ST -9 STREET SPECIFICATIONS ST -11 STREET CROSS SECTIONS ST -13 SURVEY MONUMENT ST -14 STANDARD STREET LIGHT ST -17 STANDARD 12' WIDE CROSS GUTTER ST -18 MEDIAN CURB T-1 STANDARD STREET SIGN (POST TYPE) A88A CURB RAMP DETAIL CASE A (CALTRANS STANDARD) T-19 MISCELLANEOUS SIGN T-34 INTERCONNECT CONDUIT FOR TRAFFIC SIGNAL TRACT NO. 6557 PHASE 2 PHASE 2 LOT LOT LOT BERKSHIRE ROAD LOT LOT 45 46 47 48 49 5C 54 BERKSHIRE 56 ROAD 58 59 MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND g LUSTROUS LANE &RUSHING SHEET 14 & 17 15,200 BROOK ROAD INSTALLED PER STD. T-1 SHALL BE LOCATED WITHIN 12,500 LF. SIDEWALK 5" FROM BACK. 9 TWINKLE LANE STREET NAME SIGNS 10 BURNISHED BRONZE DRIVE SHEET 15 & ', 7 11 COBBLE CREEK WAY & EVERY 10 INSTALLED TO CITY OF BAKERSFIELD, PUBLICGLISTEN WORKS DEPT. GENERAL SERVICES DIVISION. LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 0 LF LOT LOT LOT LOT LOT SF 6.0' WIDE EXTERIOR SIDEWALK 4" THICK 2,700 LF CONIC CONCRETE FS FINISH SURFACE CY CUBIC YARDS 169 1 INVERT OF PIPE ELEV ELEVATION 12 11 10 9 8 7 6 5 4 3 2 1 MAX MAXIMUM 173 172 171 170 ECR END CURB RETURN RD ROOF DRAIN EP EDGE OF PAVEMENT TYP TYPICAL o � 4' ACD ASPHALT CONCRETE DIKE NOR NORMAL V DEP. DEPRESSION CRYSTAL CASCADE LANE Q STATION LOT j NUMBER CENTERLINE SHEET 3 O m NAP 167 STD. STANDARD ' W pCV 00 m 2% SHEET FLOW RATE CENTERLINEIRQ °I LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT o m LOT LOT LOT LOT LO LOT• BOTTOM OF POND w 13 14 15 16 17 18 19 20 21 22 23 24 0 161 162 163 164 165 166 fi ° m wk. m � LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 0 N LOT LOT z 35 34 33 32 31 30 29 28 27 26 25 z LOT LOT LOT 157 156 LOT a W = 160 159 158 155 Z N LOT D 36 CLARION CANNEL LANE LOT ' 154 I LOT SHEET 4 ------------ 37 LOT Q LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 153:; LOT 3 �` 103 104 105 106 107 108 109 110 111 112 113 114 115 116 �' LOT 38 ~ ~ 152 LOT z w � z LOT I LOT 39 102 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT w m 127 126 125 124 123 122 121 120 119 118 117 N 151 LOT LOT 128 C ° LOT 40 101 LOT RIVULET RUN COURT �' H 150 LUSTROUS '_ANE LOT 129 SHEET s m w w LOT SHF_ET 8 100 01 w 149 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOTLOT LOT LOT LOT 130 132 133 134 135 136 137 138 139 140 141 148 41 99 131 zl m.......................... ; LOT LOT D LOT m 42 LOT LOT LOT LOT LOT LOT L.OT LOT LOT LOT LOT LOT m 147 ° 98 97 96 95 94 93 92 91 90 89 88 87 142 L43 LOT tO LOT 146 °tl BLACK PEARL COURT LOT 143 _° N LOT 86: ,.... ................. SHEET 6 LOT 44 > LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 144 z a 74 75 76 77 78 79 80 81 82 83 LOT 85 LOT 84 84 oj� 3H 145 .. z = LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 73 72 71 70 69 68 67 66 65 64 63 62 61 60 ..... o ..... H r---^' 3 k TWINKLE LANE Q TV`!INKLE _ANE SHEET 9 SHEET 9 LOT LOT LOT LOT LOT LOT 45 46 47 48 49 5C Y N w w m w U w STANDARD NOTES m m€ 0 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 2. THE CURRENT CITY OF BAKERSFIELD SUBDIVISION ENGINEERING DESING MANUAL SHALL BE CONSIDERED PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20 -FT TYPE "B" ASPHALT CONCRETE OVER 0.40 -FT CLASS II AGGREGATE BASE 0.50 -FT O.G. O.G. TO BE COMPACTED TO 90% RELATIVE DENSITY PER C.O.B. STD ST -9. 4. INSTALL STANDARD MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD DRAWING ST -13 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B STD T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B STD T-1 INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY IN ACCORDANCE WITH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN 6. INSTALL TYPE "B" CURB AND GUTTER PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5' SIDEWALK FROM FACE OF CURB ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL #3 % 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 LOT LOT LOT LOT LOT LOT LOT LOT LOT 51 52 53 54 55 56 57 58 59 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. SHEETINDEX SET 1/4" BELOW PAVEMENT GRADE. � 1 R2 COVER SHEET Z I \ DETAILS/ CROSS SECTIONS 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT L r s CRYSTAL CASCADE LANE)2- LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION AT4 RIDGE DRIVE CLARION CHANNEL LANE 1-800-227-2500. 5 RIVULET RUN COURT AND STRIPISIb 6 BLACK PEARL COURT 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE 7 TORRENT WAY MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND g LUSTROUS LANE &RUSHING VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS 15,200 BROOK ROAD INSTALLED PER STD. T-1 SHALL BE LOCATED WITHIN 12,500 LF. SIDEWALK 5" FROM BACK. 9 TWINKLE LANE STREET NAME SIGNS 10 BURNISHED BRONZE DRIVE 14. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LIGHT FOR 11 COBBLE CREEK WAY & EVERY 10 INSTALLED TO CITY OF BAKERSFIELD, PUBLICGLISTEN WORKS DEPT. GENERAL SERVICES DIVISION. AR_1_2 WAY MOUNTAIN RIDGE DRIVE 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 Q / ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. ( 01/ 3(.' J05EP14 JIMWA1 B. BY' L?�NI�L �DKlA ' MOUNTAIN RIDGE DRIVE '4 BERKSHIRE ROAD 5 BERKSHIRE ROAD MOUNTAIN RIDGE DRIVE SIGNAGE AND STRIPING ' 7 BERKSF+IRE ROAD -SIGNAGE AND STRIPISIb 2,450 TONS EXTERIOR AGS. BASE R C, E. /110, ib 12: 12), w._....... =1 I>, kv, IIT1!� 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 PHASE INDEX MAP SCALE 1" = 200' I i:: r'.. BASIS OF BEARINGS THE WEST LINE OF PARCEL "A" OF PARCEL MAP WAIVER NO. 12-0378 AS PER CERTIFICATE OF 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. ENGINEER STANTEC CONSULTING INC. 5500 MING AVENUE SUITE 300 BAKERSFIELD, CA 93309 LIST OF ESTIMATED MATERIALS ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES 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 AGS. 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 CURE 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 6,425 LF MAJOR STREETS 2,700 LF (WO RANI NG, W 0 Cr. Ex No. 65823 z rn PANAMA LN 6557 BERKSHIRE RD McCUTCHEN RD VICINITY MAP HOSKING RD � o Q z � 0 ZO _ 2 V) McCUTCHEN RD VICINITY MAP HOSKING RD r'Eflhl a 1'Sti { Q CO { f'rs, ' Ln 4 j C,011 01 z ,r LEGEND OF ABBREVIATIONS�`3s�z AND SYMBOLS CD Q z � 0 _ Q TC - y ' TOP OF WALL ELEV. is Si Q ¢ U p 2= 0 1n 00 0- 0 F- Z LU U_ n FLOWLINE ELEV, O d L NOT TO SCALE U 'D E O ° 0 O aci Q N PI-) CB 0o - C O O N U A y U f i GB a ; CL AC `1 U? O` T C FINISH GRADE I"i X 3 N O r C U) U.)m F� L_ 3 -acs 0-c r'Eflhl a 1'Sti { Q CO { f'rs, ' Ln 4 j C,011 01 z ,r LEGEND OF ABBREVIATIONS�`3s�z AND SYMBOLS PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS A -RE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT LITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHAL_ NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 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 CRITER A ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE COUNTY ENGINEER. APPROVED BY: PRESTON BRITTIAN RCE N0. 25525 EXP. 12/31/15 APPROVED BY: NICOLAS FIDLER RCE NO. 61069 EXP. 12/31 /16 PUBLIC WORKS DIRECTOR REVIEWED BY: � �-� __�_' ASSISTANT PUBLIC WORKS DIRECTOR "k I, DATE DATE I -Z - tWl, DATE REVIEWED BY: �_ j % cl fo TRAFFIC ENGINEER DATE m -o 4> Zn I Zn la Z Q z � 0 z Z Q Q TC TOP OF CURB TW TOP OF WALL ELEV. LL 0 LLJ L�J UJ 0- 0 Ln ( ¢ U 0 LLJ M 0- 0 F- Z LU U_ FL FLOWLINE ELEV, NTS NOT TO SCALE a> U TG TOP OF GRATE CB CATCH BASIN A Q f GB GRADE BREAK AC ASPHALTIC CONCRETE' FG FINISH GRADE AB AGGREGATE BASE RG ROUGH GRADE CONIC CONCRETE FS FINISH SURFACE CY CUBIC YARDS INV INVERT OF PIPE ELEV ELEVATION v FP FINISH PAD ELEV. MIN MINIMUM N BCR BEGIN CURB RETURN MAX MAXIMUM ECR END CURB RETURN RD ROOF DRAIN EP EDGE OF PAVEMENT TYP TYPICAL o � 4' ACD ASPHALT CONCRETE DIKE NOR NORMAL V DEP. DEPRESSION STA. STATION NO. NUMBER CENTERLINE m NAP NOT A PART STD. STANDARD ' W pCV 00 EXIST. CONTOUR 2% SHEET FLOW RATE CENTERLINEIRQ - - RIGHT OF WAY TOP OF POND BOTTOM OF POND y" / PERIMETER WALL HANDICAP RAMP CALTRANS STANDARD A88A PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS A -RE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT LITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHAL_ NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 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 CRITER A ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE COUNTY ENGINEER. APPROVED BY: PRESTON BRITTIAN RCE N0. 25525 EXP. 12/31/15 APPROVED BY: NICOLAS FIDLER RCE NO. 61069 EXP. 12/31 /16 PUBLIC WORKS DIRECTOR REVIEWED BY: � �-� __�_' ASSISTANT PUBLIC WORKS DIRECTOR "k I, DATE DATE I -Z - tWl, DATE REVIEWED BY: �_ j % cl fo TRAFFIC ENGINEER DATE m -o 4> Zn I Zn la Z Q z � 0 z Z Q Q CV iJJJ W (J) Q LL 0 LLJ L�J UJ 0- 0 Ln ( ¢ U 0 LLJ M 0- 0 F- Z LU U_ Zw L a Lli 0 w w Q a> U F- 00 m U f Permit -Seal �OQROtkS;',�Nq� 2 1-5 m it `f'�q Civ► ��Q .. TFOFCAO 14�Q� 6. 0 Project Number: 204250300 ile Name_ _- --- --_ - AMA PRB TM 15.07.10 Dwn. Chkd. DrQn. YY.MM.DB. Drawing No. l, Revision Shee` 1 of 17 APPROX. LIMIT OF U Q Q �' W N 1-9 �I w GI v w 3.0' Naha �z U R/W - - - - �•ai � _-6.0' -- SIDEWALK J.A - - - Q W .01 0 0 0� 06? SIDEWALKI U j DRIVEWAY APPROACH PER 3.0' 18.0' C.O.B. STD. ST -4 NOTES:, 1. ALL ',ONSTRUCTION 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. 3. CONCRETE SHALL BE CLASS 3. 4. NO COLORING SHALL BE ADDED. * PRC VIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE R/W. **IF CURB AND GUTTER ARE POURED SEPARATE OF APRON THEN DONELS ARE REQUIRED AT BACK OF CUF B. 3" IN CURB AND 9" IN CENTER OF APRON. A� MOUNTAIN RIDGE -DRIVE SECTION (COL -LECTOR) '2 STA: 22+43.51 -STA: 31+9285 N.T.Q. UNOBSTRUC SAWCUT 1' FROM EDGE C L 48 PL OF EXISTING E.P. R/W VARIES 34' 6° 2.5 5.5' I I PROPOSED 6' 2% MIN. - - 3.4X MAX - 1 p BLOCK WALL _ - •MlN. (7YP) y% yARIE ZL GRADE LINE " I " " 6 TYPE B CURB AND GUTTER W/ 5.5' SIDEWALK. T1= 6.0 Tl= OMPACT 6" MIN TO 95% MAX R -VALUE= 62 0' ASPHALT CONCRETE PAVEMENT / DENSITY UNDER SIDEWALK 0.55' CRUSHED AGGREGATE BASE CURB AND GUTTER TYP. NATURAL GROUND B BERKSHIRE ROAD STREET SECTION (COLLECTOR) CA SAWCUT LINE I (� 2% MIN. - GRADE UNE TI= 6.0 TI= Al R -VALUE= Lt Fq STA: 55+96.00 - STA: 62+97.00 N.T.S. 55.5' L R/W 41.5' 6.0' 2.5' 5.5' VARIES FROM STA: 31+92.85 TO STA: 35+53.42 �(34' - 41.5') 1 ( PROPOSED 6' 1 5% 2y� BLOCK WALL y Zz I �6" TYPE "B" CURB AND GUTTER W/ 5.5' SIDEWALK. COMPACT 6" MIN TO 95% MAX DENSITY UNDER SIDEWALK 0,v39' ASPHALT CONCRETE PAVEMENT / CURB AND GUTTER TYP. C0 55' SCRUSHED AGGREGATE BASE 1 iNATURAL GROUND! ; 1 MOUNTAIN RIDGE DRIVE SECTION (COLLECTOR) STA: 31+92.85 - STA: 35+53.42 N.T.S. Al E R/W 30.0' C/L 30.0' R/W 5.0' 5.0' 20.0' 20.0' 5.0' 5.0' cai All m I 2% 2% 2% C14 ' 6" TYPE "B" CURB AND $ GUTTER W/ 4.5' SIDEWALK. cn 1. - a TI= 4.5711 �- COMPACT 6" MIN TO 95% MAX R -VALUE= 38 7 0.20 ASPHALT CONCRETE PAVEMENT / DENSITY UNDER SIDEWALK °0.4p'__C-U_SM /AGGREGATE BASE / taRR ..tin-c11TTFR TYP.. - 0 1.00-N �t7f�AU� IuN - - -=� Al z DESCRIPTIVE SECTION TO RIGHT (SEE ) 0 D 60' RW TYPICAL STREET SECTION u CNI N 2 N.T.S. I U 0 i 10.0' O 60' STREET R/W V - \ � 8.0' O 2.0' PEDESTRIAN CULDESAC EASEMENT o w O � i I 1 0 5.0' *4.0' SIDEWALK o c 1/2" UP MIN. to 2 0 q CZO CURB & SOIL PREPARATION PER GUTTER C.O.B. STANDARDS SECTION A SCALE: NONE DETAIL "1" - REGULAR LOT _ TED PEDESTRIAN WALKWAY PER A.D.A. REQ r r T � � - \ 2' PEDESTRIAN EASEMENT TO �� � BE DEDICATED WITH FINAL MAP P I 4.5' S W s � SEE C.O.B. DWG.# S-33 SEE DETAIL "1" THIS DRAWING 2' PEDESTRIAN EASEMENT TO (TYPICAL) BE DEDICATED WITH FINAL MAP i a r SEE DETAIL "1" THIS DRAWING (TYPICAL) DETAIL "2" - LOTS AROUND CUL-DE-SAC OR KNUCKLE: UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENT SAWCUT LINE C/L48.0'-55.5' VARIES R/V11 PL 34.0'-41.5' VARIES 6.0' 5.0' 3.0' VARIES SAWCUT 1' FROM EDGE OF EXISTING E.P. I PROPOSED 6' 2% MIN. I 34X MAX . - BLOCK WALL - - - - " - X M!MIN.irn' 2x 1 B CURB AND GRADE UNE 6" TYPE " _S GUTTER W/ 5.5' SIDEWALK. TI= 6.0 TI= OMPACT 6" MIN TO 95% MAX R -VALUE= 62 0_30' ASPHALT CONCRETE PAVEMENT / DENSITY UNDER SIDEWALK 0.55' CRUSHED AGGREGA�r��� CURB AND GUTTER TYP. NATURAL GROUND -7 j 1 UIREMENTS SAWCUT UNE �' ` 4&0' L rn FROM STATION 27+37 TO 33+68 a� R W ac C GRIND & OVERLAY U) Z 34.0' 6.0' 5.0' 3.0' TACK COAT & 0.20' MIN. AC THICKNESS .r y (6 (6 Za :q k:0 -o - )o,°'re)a O t- i;u '•r) yU 0"i �.0 U 21 'W.c3 co � c v I Fcr�;a +�+ C � p 0i O cQ �' •` c v` c 'p IM X wa a� iir O c PROPOSED 6' tf') ITi H Li L) L,a 3.5% MAX. 1.5x IN Z W W G rti C v z (D BLOCK WALL ' 9 �a �• w` o -�- To 1.616 1.5% � �� ,��/ .; y U)LD . EXISTING oc;1pOc Permit -Seal 2! r"n EXISTING 6 GUTTER W/ TYPE B CURB AND EXISTING AC 5.5' SIDEWALK. 6" TYPE "B" CURB AND RADE LINE GUTTER W/ 5.5' SIDEWALK. i~Nr O O o c: ro VO R- 6.0 VALUE= 38 C L COMPACT 6" MIN TO 95% MAX DENSITY UNDER SIDEWALK 7 0 ASPHALT CONCRETE PAVEMENT / CURB AND GUTTER TYP. �55' 3CRUSHED AGGREGA_Z,,F,_�A.$, ^/ 1;0.-b-eNATURAL GROUND 91C�"t --X451+3 U Q Q �' W N 1-9 �I w GI v w 3.0' Naha �z U R/W - - - - �•ai � _-6.0' -- SIDEWALK J.A - - - Q W .01 0 0 0� 06? SIDEWALKI U j DRIVEWAY APPROACH PER 3.0' 18.0' C.O.B. STD. ST -4 NOTES:, 1. ALL ',ONSTRUCTION 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. 3. CONCRETE SHALL BE CLASS 3. 4. NO COLORING SHALL BE ADDED. * PRC VIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE R/W. **IF CURB AND GUTTER ARE POURED SEPARATE OF APRON THEN DONELS ARE REQUIRED AT BACK OF CUF B. 3" IN CURB AND 9" IN CENTER OF APRON. A� MOUNTAIN RIDGE -DRIVE SECTION (COL -LECTOR) '2 STA: 22+43.51 -STA: 31+9285 N.T.Q. UNOBSTRUC SAWCUT 1' FROM EDGE C L 48 PL OF EXISTING E.P. R/W VARIES 34' 6° 2.5 5.5' I I PROPOSED 6' 2% MIN. - - 3.4X MAX - 1 p BLOCK WALL _ - •MlN. (7YP) y% yARIE ZL GRADE LINE " I " " 6 TYPE B CURB AND GUTTER W/ 5.5' SIDEWALK. T1= 6.0 Tl= OMPACT 6" MIN TO 95% MAX R -VALUE= 62 0' ASPHALT CONCRETE PAVEMENT / DENSITY UNDER SIDEWALK 0.55' CRUSHED AGGREGATE BASE CURB AND GUTTER TYP. NATURAL GROUND B BERKSHIRE ROAD STREET SECTION (COLLECTOR) CA SAWCUT LINE I (� 2% MIN. - GRADE UNE TI= 6.0 TI= Al R -VALUE= Lt Fq STA: 55+96.00 - STA: 62+97.00 N.T.S. 55.5' L R/W 41.5' 6.0' 2.5' 5.5' VARIES FROM STA: 31+92.85 TO STA: 35+53.42 �(34' - 41.5') 1 ( PROPOSED 6' 1 5% 2y� BLOCK WALL y Zz I �6" TYPE "B" CURB AND GUTTER W/ 5.5' SIDEWALK. COMPACT 6" MIN TO 95% MAX DENSITY UNDER SIDEWALK 0,v39' ASPHALT CONCRETE PAVEMENT / CURB AND GUTTER TYP. C0 55' SCRUSHED AGGREGATE BASE 1 iNATURAL GROUND! ; 1 MOUNTAIN RIDGE DRIVE SECTION (COLLECTOR) STA: 31+92.85 - STA: 35+53.42 N.T.S. Al E R/W 30.0' C/L 30.0' R/W 5.0' 5.0' 20.0' 20.0' 5.0' 5.0' cai All m I 2% 2% 2% C14 ' 6" TYPE "B" CURB AND $ GUTTER W/ 4.5' SIDEWALK. cn 1. - a TI= 4.5711 �- COMPACT 6" MIN TO 95% MAX R -VALUE= 38 7 0.20 ASPHALT CONCRETE PAVEMENT / DENSITY UNDER SIDEWALK °0.4p'__C-U_SM /AGGREGATE BASE / taRR ..tin-c11TTFR TYP.. - 0 1.00-N �t7f�AU� IuN - - -=� Al z DESCRIPTIVE SECTION TO RIGHT (SEE ) 0 D 60' RW TYPICAL STREET SECTION u CNI N 2 N.T.S. I U 0 i 10.0' O 60' STREET R/W V - \ � 8.0' O 2.0' PEDESTRIAN CULDESAC EASEMENT o w O � i I 1 0 5.0' *4.0' SIDEWALK o c 1/2" UP MIN. to 2 0 q CZO CURB & SOIL PREPARATION PER GUTTER C.O.B. STANDARDS SECTION A SCALE: NONE DETAIL "1" - REGULAR LOT _ TED PEDESTRIAN WALKWAY PER A.D.A. REQ r r T � � - \ 2' PEDESTRIAN EASEMENT TO �� � BE DEDICATED WITH FINAL MAP P I 4.5' S W s � SEE C.O.B. DWG.# S-33 SEE DETAIL "1" THIS DRAWING 2' PEDESTRIAN EASEMENT TO (TYPICAL) BE DEDICATED WITH FINAL MAP i a r SEE DETAIL "1" THIS DRAWING (TYPICAL) DETAIL "2" - LOTS AROUND CUL-DE-SAC OR KNUCKLE: UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENT SAWCUT LINE C/L48.0'-55.5' VARIES R/V11 PL 34.0'-41.5' VARIES 6.0' 5.0' 3.0' VARIES SAWCUT 1' FROM EDGE OF EXISTING E.P. I PROPOSED 6' 2% MIN. I 34X MAX . - BLOCK WALL - - - - " - X M!MIN.irn' 2x 1 B CURB AND GRADE UNE 6" TYPE " _S GUTTER W/ 5.5' SIDEWALK. TI= 6.0 TI= OMPACT 6" MIN TO 95% MAX R -VALUE= 62 0_30' ASPHALT CONCRETE PAVEMENT / DENSITY UNDER SIDEWALK 0.55' CRUSHED AGGREGA�r��� CURB AND GUTTER TYP. NATURAL GROUND -7 j 1 UIREMENTS GENERAL NOTES: 1. -SOIL oc TESINn W L BE REQ'$. AFTER FLY - AS' 2 TREATME NT OF SUB BA O Al N �OfESS/ E BERKSHIRE ROAD STREET SECTION (COLLECTOR) W C65823 � EXP.9-30-17 2 ,) DESCRIPTIVE F ��2j 30.0' STA: 50+42.06 - STA: 55+96.00 N.T.S. 30.0' R/W 5.0' 5.0' 20.0' 20.0' 5.0' 5.0' ! I I 2%_ 2% % ' I 6" TYPE "B" CURB AND GUTTER W/ 4.5' SIDEWALK. TI= 4.5COMPACT 6" MIN TO 95% MAX R -VALUE= 20 0.20' ASPHALT CON ;RETE PAVEMENT / DENSITY UNDER SIDEWALK 0.60' CRUSHED AGGREGATE BASE / CURB AND GUTTER TYP. 1.00' NATURAL GROUND bUl IRW TYPICAL -STREET SECTION CLARION CHANNEL AND TORRENT WAY N.T.S. Z� OF CA��F STREET ,MPROVEMENT PLANS PRECIOUSLY APPROVED AND SIGNED ON 01/27/2016 ZL 6 1 y- 26-A. AF�R(5 v �D BY- JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/17) DATE / s APPROCED BY MARIAN P SHAW RCE 32178 (EXP 12/31/16) DATE- 1- UJ 2 oCD l•-� U rn _ o a� ac C En 1- 00 U) Z ci cr 75 w Nu .r y (6 (6 Za :q k:0 -o - )o,°'re)a O t- i;u '•r) yU 0"i �.0 U 21 'W.c3 co � c v I Fcr�;a +�+ C � p 0i O cQ �' •` c v` c 'p IM X wa a� iir O c (/) tf') ITi H Li L) L,a Zi N co w v Q Z W W G rti C v z (D Z Z ' 9 �a �• w` o U)LD we O 41 U oc;1pOc Permit -Seal 2! r"n ` c oT ci 014)O ,. c: card d Di ti C i~Nr O O o c: ro VO C L �SI OI -N O GENERAL NOTES: 1. -SOIL oc TESINn W L BE REQ'$. AFTER FLY - AS' 2 TREATME NT OF SUB BA O Al N �OfESS/ E BERKSHIRE ROAD STREET SECTION (COLLECTOR) W C65823 � EXP.9-30-17 2 ,) DESCRIPTIVE F ��2j 30.0' STA: 50+42.06 - STA: 55+96.00 N.T.S. 30.0' R/W 5.0' 5.0' 20.0' 20.0' 5.0' 5.0' ! I I 2%_ 2% % ' I 6" TYPE "B" CURB AND GUTTER W/ 4.5' SIDEWALK. TI= 4.5COMPACT 6" MIN TO 95% MAX R -VALUE= 20 0.20' ASPHALT CON ;RETE PAVEMENT / DENSITY UNDER SIDEWALK 0.60' CRUSHED AGGREGATE BASE / CURB AND GUTTER TYP. 1.00' NATURAL GROUND bUl IRW TYPICAL -STREET SECTION CLARION CHANNEL AND TORRENT WAY N.T.S. Z� OF CA��F STREET ,MPROVEMENT PLANS PRECIOUSLY APPROVED AND SIGNED ON 01/27/2016 ZL 6 1 y- 26-A. AF�R(5 v �D BY- JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/17) DATE / s APPROCED BY MARIAN P SHAW RCE 32178 (EXP 12/31/16) DATE- 1- UJ 2 Er l� O I Ca CL - k 'Z."���,i� o N 6582s 2 Exp. 4-n J Project Vumber: 204250300 1� CMS- 4� File Narr e: AMA PRE; TM 15.0 7.10 Dwn. Chkd. Dsan. YY. �M.DD Drawing No. �' . /6. '57 %0 � 7 Me Revisiol'i Sheet R2 of 17 V l•-� Z Q Z w U) Z 0 Za :q Q UZ O t- i;u '•r) LI_ U LU 2 O W W L. W U) O) O wa = L) L,a Q Z W W z (D Z Z W W 1:'�) WUJ �' cr- LL, U)LD m U Permit -Seal Er l� O I Ca CL - k 'Z."���,i� o N 6582s 2 Exp. 4-n J Project Vumber: 204250300 1� CMS- 4� File Narr e: AMA PRE; TM 15.0 7.10 Dwn. Chkd. Dsan. YY. �M.DD Drawing No. �' . /6. '57 %0 � 7 Me Revisiol'i Sheet R2 of 17 Wt1,11,i2 0 0 + N 7 1.1 5 CURVE TABLE CL O oNo W0) + O N � — a O N PO 15 13 � 0 14 0 17 CD 44'24'55" C5 0 rn 3 o �a N1 N 1141 N J M Z 00 C__)j 18 U w0 u�, 17.5' a O N 10+00.00 q CRYSTAL CASCADE 16 5 27.13' �a 00 +a LL_ CU C9 197.06' 42.00' ��a O, C10 s \ o o� -0 r0 I I �o �o �o �O Q (no `—O 2 2 j v a) J MO xO Ir U CD Z Z ON QF- S LLU N O � 0 m0 UN 00 UO 00 00 m0 M wIt m11 wN UN Z 00 p0N + 0 0 04 17.5' 17.5' c�`Vco -Seal o w 0 '- TYP. TYP. 00 12 LU a ' ` 11 w rn + w coos v 10 3 3 9 8 J J N + o a m �' � of of �a — -- J O CV O N N N O _ _ + + + O ( C- N - - F r- TYP ST. LIGHT N v p U) 1 11+00 -I- L f 12+00 627X7 SS SSu /� SS SS y C5 6 0 0 0 Wt1,11,i2 0 0 + N 7 1.1 5 CURVE TABLE O oNo W0) + O N � — LO tO O N PO 15 13 � 0 14 0 17 CD 44'24'55" C5 0 rn 3 o �a N1 N 1141 N U_ 00 C__)j 18 U w0 u�, 17.5' a C7 N 10+00.00 q CRYSTAL CASCADE 16 5 Wt1,11,i2 0 0 + N 7 1.1 5 CURVE TABLE O O + + DELTA N � — LO tO rn C2 30' 30' N 15 ------. .......725.40'---' ��. �: 16 C3 17 Wt1,11,i2 0 0 + N 7 1.1 5 4 O 0 O p Lr) L2 FL 15+00 A I - SS -...ST. LIGHT SS ...W. W Scz 627X6 AFL _ 21 O 0 u7 3 17+25.40 CRYSTAL CASCADE LANE 12+80.21 RUSHING BROOK ROAD o ci r7 ° o C Ti SEE SHEET 8�, o� or RUSHING BROOK .tc C aci U E o4,v"'o ' 20+26.30 CRYSTAL CASCADE LANE O Q °' T ROAD - W N��n 00 J O J O J p� v a l a Q1 'd �J �J �J �J 1L , C p C) O y `dog c v - Q fC o Y I" � 3 ; p p ISO �10 O 00 I I II 4 �O c00 LO �O r.O 0 �P (n Ln m rn 1,— � 3 �c`ooOv +O +d +0 30 30' +0 +0 +6 +0 + Q' P ovn c�N coN t`� 10' 20' 0' 10' ^� r" 04 ^N 0)N a, '��� _ ` w_ m.y 2 °' m w v cr° 172 171 °D 170 `` + 169 '�' �Q' o m w V o h �¢/ OO°sus O O m m p O O 0_ N OX �VG7��� Z (n a J 173 N o __ �� Q P`' 168 0 O "� o f N.T — cw Cd .O c ° ic, In 1 fR/W 0 h w CC)rn + + cn OO \ r o�p G 09 $ ,� -. LI HT 2 O TYP 0 3 TYP 3 o N 6+00 627X5 D.,............1 00 .................... ............ 1 0 N 1026.30' 19+00 20+00 _ W.... W .... TYP. __ W.. W... . . O S. 3h WW W .. r : X300.89 O N 3 N I� L0 _ CIO 0 --y 0 O o 5' �9 so 1 1 1 1 1 t R /W _ o y ' C; 024 i 0 I)— + + CURVE TABLE O O + + DELTA C1 � — LO tO rn C2 30' 30' N 3+00 N19-48 0 08 " W 14+00 ------. .......725.40'---' ��. �: y C3 v LO CD 44'24'55" C5 0 rn 3 o 1) N1 N 1141 N 31.42' L+j C__)j 18 19 20 u�, 17.5' 17.5' 162 TYP. ITYP. 4 O 0 O p Lr) L2 FL 15+00 A I - SS -...ST. LIGHT SS ...W. W Scz 627X6 AFL _ 21 O 0 u7 3 17+25.40 CRYSTAL CASCADE LANE 12+80.21 RUSHING BROOK ROAD o ci r7 ° o C Ti SEE SHEET 8�, o� or RUSHING BROOK .tc C aci U E o4,v"'o ' 20+26.30 CRYSTAL CASCADE LANE O Q °' T ROAD - W N��n 00 J O J O J p� v a l a Q1 'd �J �J �J �J 1L , C p C) O y `dog c v - Q fC o Y I" � 3 ; p p ISO �10 O 00 I I II 4 �O c00 LO �O r.O 0 �P (n Ln m rn 1,— � 3 �c`ooOv +O +d +0 30 30' +0 +0 +6 +0 + Q' P ovn c�N coN t`� 10' 20' 0' 10' ^� r" 04 ^N 0)N a, '��� _ ` w_ m.y 2 °' m w v cr° 172 171 °D 170 `` + 169 '�' �Q' o m w V o h �¢/ OO°sus O O m m p O O 0_ N OX �VG7��� Z (n a J 173 N o __ �� Q P`' 168 0 O "� o f N.T — cw Cd .O c ° ic, In 1 fR/W 0 h w CC)rn + + cn OO \ r o�p G 09 $ ,� -. LI HT 2 O TYP 0 3 TYP 3 o N 6+00 627X5 D.,............1 00 .................... ............ 1 0 N 1026.30' 19+00 20+00 _ W.... W .... TYP. __ W.. W... . . O S. 3h WW W .. r : X300.89 O N 3 N I� L0 _ CIO 0 --y 0 O o 5' �9 so 1 1 1 1 1 t R /W _ o y ' C; 024 i 0 I)— + + CURVE TABLE 161 + + + DELTA C1 � — LO tO rn C2 30' 30' N — — rn C3 v LO CD 44'24'55" C4 O o 10' 20' 20' 10' O O Ui + 20.00' 90'00'00" C5 31.42' vi + + oX '-p 166 22 23 31.42' u�, n 90'00'00" 162 163 �h 64 90'00'00" 16 5 27.13' �a 00 +a O to r` +a I I +a +a �a C9 197.06' 42.00' ��a O, C10 s \ o No -0 r0 I I �o �o �o �O Q (no `—O z j O XO MO xO Ir U CD Z Z cof�-1 v d LU /�/ LL 0 S LLU J cD Ci) m0 UN 00 UO 00 00 m0 M wIt m11 wN UN 00 p0N X 0 - SEE SEE SHEET 8 RUSHING BROOK ROAD 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 (;RYSTAL CASCADE LANE O CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A -. ,........_.._- ........... . .. PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD PROPOSED STORM DRAIN MANHOLE D-14 AND D-16 0 40' 60' 80' r10KICTD1 I(`T (ZTr) CI ID\/CV AAnt, II IAAE'KIT CAIr'ACrLAr'KIT Mr -M n n n rrn �o PROPOSED CATCH BASIN 7•dn� CIO�Qt.:j, WO. "n Project Number: 204250130 File Name: AMA PR3 TM 15.0 .10 own. Chkc DSan. YY.MM.DD �, .• '7 �' Drawing No. �; �� ti ' 2- a Revision Sheet 3 of 17 CURVE TABLE CURVE LENGTH RADIUS TANGE`T DELTA C1 197.06' 42.00' 42.81 268'49'50" C2 27.13' 35.00' 14.29' 44.24'55" C3 27.13' 35.00' 14.29' 44'24'55" C4 31.42' 1 20.00' 20.00' 90'00'00" C5 31.42' 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.:135.00' 14.29' 44'24'55" CIO�Qt.:j, WO. "n Project Number: 204250130 File Name: AMA PR3 TM 15.0 .10 own. Chkc DSan. YY.MM.DD �, .• '7 �' Drawing No. �; �� ti ' 2- a Revision Sheet 3 of 17 U Z Q Z IX Cn Z O Q LL LU , N Q < Z W U _-1 W Q L_ LJ�z Lr) G,LLJ U, o c) . Q z j n U CD Z Z cof�-1 v d LU /�/ LL S LLU J cD Ci) qa a� U Permit -Seal CIO�Qt.:j, WO. "n Project Number: 204250130 File Name: AMA PR3 TM 15.0 .10 own. Chkc DSan. YY.MM.DD �, .• '7 �' Drawing No. �; �� ti ' 2- a Revision Sheet 3 of 17 SEE SHEET 8 RUSHING BROOK O o CD (D (D (D (D J (D .oROADL0 C*4 10+00.00 q CLARION CHANNEL LANE o o o O o 0 19+66.96c0co o CLARION CHANNEL LANE 28+39.49 TORRENT WAY o + + N N+o+o+N +o +18+40.00 BURNISHED BRONZE DRIVE 35 J 17.5 17.5 � x x 30' 30'. x a. w v TYP. TYP. w 10' 20';' 20' 10' m w 0° v a (O �y�F`a 34 + a 33 v 32 0 31 0 30 (0 29 (D 28 0 (D o 27 (D 26 (0 25 160 0 159 0 158 0 157 + 156 2 �` F` F o w o 0 0 0 0 0 0 0 5 0 0 o a, cy o s N I ' �� OA N J 0) L r, N, n N in 51 y 0 moo. 155 N r7 C3� C3� L R /W r` a0 ao = — �°' p 6, U- + + + + + + + + + + + w x X09 �Jm - o TYP �' - -- - ; o S C2 _ _ 1 FL 0 b `� ST. LIGHT T 0 _ C - Xg5 - YP D N 154 2 6 _. _ .. _. N - .W.. 36 1 _ _._._� _ _ O, N 0,0 11+00 12+00..:..: $46.06 .3+ 00 14 X00 15+00 .... 627W7 16+00 ,. 17+00 320.89 18+00 19+00 S i. 0 • ST. LIGHT O N89 48 08 W } FL _ 966.951 5 O S LIGHT 0g+48 // O 627W6 i0 N N 627W8 0/ 5' 5, G — — — — — — -- - — — — — — — — — — — — — — — — — — — — - -- — — �p0 FL 20+30.33 (D (D cD (D CD i (D CD (D CD CD (D (D T (Drn g2 ci (o o r; 3 u i 3 �,ri R/W c�i (o ai ri r` III + + + + + o ++ + + + + +37 -.4- N 0 w 00 00N II � 153 wi LO C7Lo O J 3 103 104 105 106 107 108 109 110 111 112 113 114 115 116 5 FL 08+93.11 N to I 0 0 0 17.5' 17.5' PRC FL 20+77.96 PRC FL 08+89.00 , I N � ± TYP. TYP. rn I — - _GB' _ o 30' — 30' 0 o 0 ���� rn I 30' 30' o ,� O �o � MCr 0 ca , 10' 20'' 20' 10' o + 0 o °D o + o 0 10 20 20 10 �l I m (`�i WN mN�o W � I I� SEE SHEET 7 16+46.06 CLARION CHANNEL LANE SEE SHEET 10 10+00.00 RUSHING BROOK ROAD TORRENT BURNISHED BRONZE WAY CLARION CHANNEL LANE DRIVE 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 0 B STD ST 3 / h U BY' JOSEPH _314AVIV SGAA oN R4 5 No. 65823 (ExP 4/30/7 APP', V15- 8Y' M/�RiA�! f? NAV/ RGE.32178 EXP i2/3�1�& 0 40' so' 80' 1:40,���� NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG F-LOWLINE. 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 CURVE TABLE PROPOSED SEWER MANHOLE TANGENT DELTA C1 197.70' 84.00' 2C2.06' 134'51'11" O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 6.94' 22'25'35" C3 1 54.98' 35.00' 35.00' 90'00'00" C4 PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 20.00' 20.00' 90'00'00" C6 13.70' D-14 AND D-16 6.94' 22'25'35" PROPOSED STORM DRAIN MANHOLE 0 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD C8 PROPOSED CATCH BASIN 134'51'11" ST -13 Cfl 0 N p. j •; O_ c o o PROPOSED FIRE HYDRANT (n INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT an m 0) (1111101(111/11 f•1 t-f`I I'1 t -AIT (11-111/1'111,11 111-1 Ill -11 11 A o �pv U BY' JOSEPH _314AVIV SGAA oN R4 5 No. 65823 (ExP 4/30/7 APP', V15- 8Y' M/�RiA�! f? NAV/ RGE.32178 EXP i2/3�1�& 0 40' so' 80' 1:40,���� NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG F-LOWLINE. 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 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 197.70' 84.00' 2C2.06' 134'51'11" C2 13.70' 35.00' 6.94' 22'25'35" C3 1 54.98' 35.00' 35.00' 90'00'00" C4 1.42' 20.00' 20.00' 90'00'00" C5 31.42' 20.00' 20.00' 90'00'00" C6 13.70' 35.00' 6.94' 22'25'35" C7 54.98' 35.00' 35.00' 90'00'00" C8 197.70' 84.00' 202.06' 134'51'11" U BY' JOSEPH _314AVIV SGAA oN R4 5 No. 65823 (ExP 4/30/7 APP', V15- 8Y' M/�RiA�! f? NAV/ RGE.32178 EXP i2/3�1�& 0 40' so' 80' 1:40,���� NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG F-LOWLINE. 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 Project Number: 204250300 File Name: AMA PFB TM 1507.10 own. Chk.d. Dsan, YY.MM.DD Drawing No. ,l,—,f--P�;,5;1 10�1.(4? Revision Sheet 4 of 17 C) -o— ooN CN `o o 0 C (/) M 1 0 tO -y r I Q c � rn Ip U v ancz- Cfl 0 N p. j •; O_ c o o 4 (n �cz 0 PO cU v a�1.^ 0pV an m 0) 3 o �pv YI �� n p w+ C N T w ow U �j d C V S vp y V Z v Z w U7 Z O CO 0 N U .0 — LLJ 04 U U C s 4L, p d s J Q C r <W Q LL. O LLJ W a- s a) w z > Z O r` Lo M. 0 <w LOc a Ci a ? C? Z n Q W F— z o Z Z Ww Q IY U w Q � W J _jP 0 Cn CL' 1< F— as U n n I ca - F I m' Project Number: 204250300 File Name: AMA PFB TM 1507.10 own. Chk.d. Dsan, YY.MM.DD Drawing No. ,l,—,f--P�;,5;1 10�1.(4? Revision Sheet 4 of 17 tO a I Q Ip Jlyj `hW YI T w �j C) G7 S Z v Z w U7 Z O — LLJ 04 J Q <W Q LL. O LLJ W a- a) w z > Z O r` Lo 0 <w LOc Ci ? C? Z n Q W F— z o Z Z Ww Q IY U w Q � W J _jP 0 Cn CL' 1< F— as a� U Permit -Seal Project Number: 204250300 File Name: AMA PFB TM 1507.10 own. Chk.d. Dsan, YY.MM.DD Drawing No. ,l,—,f--P�;,5;1 10�1.(4? Revision Sheet 4 of 17 E a a 365 360 355 365 355 128 \T� ST. LIG F( 09�4� 2 HP FL 09+28.23 NORTH HP FL 09+28.23 SOUTH 129 O9x LEGEND 10+00.00 (� RIVULET RUN COURT 0) J O 0 127 o 0 126 o N 125 Ln r T J U + W W O U O O + R /W + OCONSTRUCT TYPE "B" c2 CURVE ` SEWER LINE FL 10 00 ST -3. 42.87' 268'49'50" C2 27.13' 35.00' 14.29' 44°24'55" C3 1 27.13' PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 20.00' PROPOSED STORM p TYP O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD PROPOSED Y DRAIN MANHOLE M D-14 AND D-16 OPOR LuJ o0 124 + 0 co O o; R /W 0) 00 �0- 123 cD + + TYP. TYP. PROPOSED O Y- + N + f o �v 131 LL- '-j 0 132133 LO w -- ST -13 LL -00 + CV PROPOSED FIRE HYDRANT O INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 W N EXISTING FIRE HYDRANT CL CONSTRUCT RESIDENT OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH CURVE PROPOSED SEWER LINE _O 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 42.87' 268'49'50" C2 27.13' 35.00' 14.29' 44°24'55" C3 1 27.13' PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 20.00' PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD PROPOSED STORM DRAIN MANHOLE M D-14 AND D-16 _ N LuJ o0 124 + 0 co O 4 U 3 d 123 y.. 122 TYP. TYP. PROPOSED CATCH BASIN p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 1 0 0 -- ST -13 Z cis CV PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 JQ EXISTING FIRE HYDRANT �o CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 wc) I , — _ _ — RIGHT—OF—WAY SEE SHEET 10 0 V < BURNISHED BRONZE INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 ty TRACT BOUNDARY O INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 O o N O U.0 9+00 O 10+00 r -i O 11+00 RIVULET RUN COURT 12+00 CJRVE TABLE File Name: CURVE LENGTH I RADIUS TANGENT DELTA _O 197.06' 42.00' 42.87' 268'49'50" C2 27.13' 35.00' 14.29' 44°24'55" C3 1 27.13' 35.00' 14.29' M 00 C4 31.42'20.00' �° 117059 20.00' 90'00'00" C5 31.42' 20.00' 1 20.00' 90°00'00" — —150NN Ai 17.5' 17.5' + U M 16 + 00-------- S10 _............... _ N LuJ o0 124 + 0 co O 4 U 3 d 123 y.. 122 TYP. TYP. 121 r' °' 149 120 119 Co 1 0 0 -- Z cis CV N 30' 30' M 0 141 0 0 10' 20' 20' 10' _ 148 �O �o C N = C 47 �+ MN wc) I , o 0 SEE SHEET 10 0 V < BURNISHED BRONZE LU J DRIVE ty F— O 71 V C y j O O o N O U.0 O O C N U p d M r -i O r i CO N I I" i N O CV I N -aoF (n0 00 r7 � O 0 lCL Al- M 0ST. Im c�i LIGHT `~ 12+00 S 89'48'08" E 13+00 14+00 662.70' 627X2 15+00 _ o . �~ST. LIGHT-------- FL b N 627X1 M o a co o r opo r o o; 0, m m 0 0; 0 o) N N 7 PO NI N NI N C-0 Cj 134 135 136 137 138 17.5' 17.5' 139 TYP. TYP. RIVULET RUN COURT 12+00 13+00 14+00 CJRVE TABLE File Name: CURVE LENGTH I RADIUS TANGENT DELTA C1 197.06' 42.00' 42.87' 268'49'50" C2 27.13' 35.00' 14.29' 44°24'55" C3 1 27.13' 35.00' 14.29' 44°24'55" C4 31.42'20.00' �° 117059 20.00' 90'00'00" C5 31.42' 20.00' 1 20.00' 90°00'00" 13+00 14+00 0 40' 60' 80' NOTES: _ 1. 95% COMPACTION REQUIRED AT NATIVE GROUND JNDER 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 CEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG O'ENING 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. 15+00 16+00 17+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 •• VERT. 1"= 4' 17+00 365 365 360 SEE SHEET 10 File Name: BURNISHED BRONZE O rn AMA PRB DRIVE c N0rl- �0 OO .0 I N0 No I -« 8 + N Co ® + N+ I 30' 30' I 151 F- W `O n c L 110' 20' 2 0' 10'r M U U 00 U N M W M^ --Z N Z �° 117059 7 CO O E O N J=L .'. _j m + �' I 0 — —150NN Ai YP LIr U M 16 + 00-------- S10 _............... _ N LuJ o0 -� + 0 co O 4 U 3 d 5' I y.. � 3 In — — — 3 41 O iJ C °' 149 3 Co v0� 0 0 -- Z cis CV N 30' 30' 140 (D0 141 0 0 10' 20' 20' 10' _ 148 �O �o C N = C 47 �+ MN wc) I , o n0 c SEE SHEET 10 LJJ li V < BURNISHED BRONZE LU J DRIVE ty 0 40' 60' 80' NOTES: _ 1. 95% COMPACTION REQUIRED AT NATIVE GROUND JNDER 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 CEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG O'ENING 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. 15+00 16+00 17+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 •• VERT. 1"= 4' 17+00 365 365 360 Project Numbe•-: 0 File Name: C..) O rn AMA PRB o 0 c a� Drawing No. i'. /- P► �" �' .. , -« cm N r- b 5 of 17 `O n c L c � 75U Cn Z 7 CO O E O N J=L .'. O U CV U U Cc W LuJ o0 U) � 4 U 3 d y.. p� cu O X M � 3' 41 O iJ C (n til F- li 3 K'�°'`� v0� 2 0� Z cis � U cOi05 0 aow ~ I.I-I C N = C 47 �+ Z LL, o n0 c > LJJ li V < N •- o a0 LU J Ir ty F— 71 V C y j o N O U.0 C N U p d M r E E� -aoF (n0 0 0 lCL Im Project Numbe•-: U File Name: AMA PRB Z own. Chkd. Dsan, YY.Mfd.DD Drawing No. i'. /- P► �" �' .. , Revision Sheet -o 5 of 17 Z w Cn Z 0 a CV U W LuJ o0 O Z)w0- w v0� d Z � U -cj 1 ~ I.I-I F— LLJ Z LL, o Z Z > LJJ li V < LSU Y LU J Ir Cn F— C) U Permit -Seal Project Numbe•-: 204250300 File Name: AMA PRB TM 15.07.10 own. Chkd. Dsan, YY.Mfd.DD Drawing No. i'. /- P► �" �' .. , Revision Sheet 5 of 17 360 355 350 E CL Owl R LEGEND SEE SHEET 7 TORRENT 45 TYP 2 3 0 44 7 51 0 74 o 0 5' Fo74 o2 0 30' 30'0 6 N It 10' 20' �'20' 10' I + Qf + 0 M 10. uj SEE SHEET 7 TORRENT WAY _8� _j 0 0 6 0) 0 7— o T20 0) 0) rn L0 75 OCONSTRUCT WAY c) 0 j _c) c " c� 0 r-: ' TANGENT X30' cj C4 C) 00 cy) CONSTRUCT CASE "A" 30' + 0 d 't C5 4 0 c% + + 0 C3 46 10' 20' 20' 10' - PROPOSED STORM DRAIN O3 z uj F_ CDV 42.87' 0 0 V LO D-14 AND D-16 041 + PROPOSED STORM W NM 0 C%4 (0 PROPOSED CATCH BASIN M �:)j 5' V) + L) F- < 7D 7, cy) Ln PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 Ca- 4 CL C:) (D 0 98 c c, 45 TYP 2 3 0 44 7 51 0 74 o 0 5' Fo74 o2 0 30' 30'0 6 N It 10' 20' �'20' 10' I + Qf + 0 M 10. uj SEE SHEET 7 TORRENT WAY _8� _j 0 0 6 0) 0 7— o T20 0) 0) rn L0 75 OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 93 PROPOSED SEWER LINE TANGENT 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C1 90 20.00' O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 31.42' PROPOSED SEWER MANHOLE 90*00'00" C3 27.13' 35.00' PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STID 42.87' 0 0 C5 0 0 D-14 AND D-16 041 + PROPOSED STORM DRAIN MANHOLE F -D CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 0i Lo + PROPOSED CATCH BASIN ST -13 Z LU ILL + L) F- < 7D 7, Lij _j Ln PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 Ca- 4 CL C:) (D 0 c c, EXISTING FIRE HYDRANT 3 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 U-) M M LZ 3, RIGHT-OF-WAY INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 ST. LIGHT 13+00 "M TRACT BOUNDARY 666.95' INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 627W2 -ao -a 01 9+00 10+00 11+00 w 95 12+00 S 89'48'08" E �s ST. LIGHT 627W1 0 0 0) 76 77 BLACK ip"W1111 94 17.5' 17.5', 93 LENGTH 92 TANGENT 91 C1 90 20.00' TYP. TYP. C2 31.42' 20.00' 20.00' 90*00'00" C3 27.13' 35.00' 14.29' 0 0 3 0 42.00' 42.87' 0 0 C5 0 0 1 35.00' 041 + _cN 04 c� 0) 0) 0 R/w 0i Lo + 8, 0i + (Z,j Z LU ILL + L) F- < 7D 7, Lij _j Ln � P_ < M (-D LO Ca- 4 CL C:) (D 0 c c, C:) 0 n 3 c U) U-) M M LZ 3, FL ST. LIGHT 13+00 14+00 666.95' 15+00 > 627W2 -ao -a 01 ot =Z7, Ss — F 0 c- 0- 0 5 Cj o L) — c _Lr) \1 V ....... ... .... . ... . . . V ............. ................ .. . . . . ....... .. ... . . . ........ . . ... ......... . >_ 0 0 0 0 0 0 0 0 0—i 0i 0)Ln R/W 6 Qi _N 1 3� C141 n+ rn la LO N — 04 uj (..*j I �� 17.5' 17.5' TYP. TYP. 78 79 80 81 82 PEARL COURT isiffelf] 14+00 Ln U3 CURVE TABLE 0 CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 90*00'00" C2 31.42' 20.00' 20.00' 90*00'00" C3 27.13' 35.00' 14.29' 44'24'55" C4 I 197.06'f 42.00' 42.87' 1268*49'5Cl C5 1 27.13' 1 35.00' 14.29' 1 44-24'55" isiffelf] 14+00 Ln U3 _j M 0 Z 0 0 CD +0 + 89 M1 U- 84 ACK PE 87 C 0.5 EDS Yo Z�EASEMENj 86 HP FL 17+38.72 NORTH 85 HIP FL 17+38.72 SOUTH LO 350 0 0 LO N V- 0 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 0 CD Z CD .-If Z Of ui z 0 < C-4 0 Ln r- 00 0 Lu C/) C CL r- <C, aci LLI M E U-) U-) C-0 0 0 WRQ 8, o F- Z LU ILL < -6 Z o Z L) F- < 7D 7, Lij _j Cc, Cc, 01, � P_ < M (-D LO Ca- 4 CL C:) (D 0 c c, C:) 0 n 3 c U) U-) M M LZ 3, > -ao -a 01 ot =Z7, 0 c- 0- 0 5 Cj o L) — c 4) E =16 ....... ... .... . ... . . . 3=6) . ... ... . . ............ . . .... .. . . .. .... . ............. ................ .. . . . . ....... .. ... . . . ........ . . ... ......... . 3� la I �� 0 Z .-If Z Of ui z 0 < C-4 0 Z Lu 0 Lu C/) 0 UJI (.) CL r- LLI M _j 0 0, U-) U-) C-0 0 WRQ o F- Z LU ILL < -6 Z o Z S� Lu LLJ < 0Y F- < U) Lu Lij _j _JF- 02 cf) � P_ < M Permit -Seal ?VFE.a/0, 13 ' CO Z� rr Lu No. 2 5 R. ;x OF C Project Number: 204250300 File Name: AMA PREI TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. - 60, 5.0 s-;, f"wz Revision Sheet 6 of 17 SEE TRACT 6387 I LUSTROUS 73 Q 60 NU 19+99.49 q TORRENT WAY J coJ (0 J CD J LOOKING GLASS 0 Z� 10+00.00 TWINKLE LANE J 0o LANE ONw w o O 00O 17.5' _Y RETENTION 0NN oMLANE t +o BASIN + O 26+00 + , r- : N IiijI 3 N M rarn N Z ` 10', 0' 3 j jfjfj{ w h m, 3 > M C8 Lot 00 in ~a u d L)00 0 m w �1 20' 20' 1 m(CV / \ w m wN 3 - U � i LO 3 'n TYP FL 22+79.49 (� TORRENT WAY SEE SHEET 8 10+00.00 BLACK PEARL COURT - 9+00 �s 20+00 ........ N ........2 +i oou ........................_._. ..........22+00......... dn Elf 89.7 w ST LIGHTHT } 280.0 0SDC 2 _ I- of TYP 627U8 Fr`L - 5' 5 - % -i- / - - - (W � - o45 TYPE I LUSTROUS 73 Q 60 NU LINE J coJ (0 J CD J 11 Z +!20' 90'00'00" coo 0o LANE �0 0 CE -)D 17.5' 17.5' +o +o , 6 ' +o +o _ 1 z5+�., 627W , 4>� 26+00 U ao O TYP. TYP. 6 1 °' rarn N N N 10', 0' 3 � N U-) N C8 Lot 35.00' in ~a u d L)00 0 m w �1 20' 20' 1 m(CV m w m wN 3 3 43 42 3 3 4 41 -- 5' _W Lei 40 -0 44 1 ° 1 U) w PROPOSED FIRE HYDRANT INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 N c i N N N c� 00 N N N N u7 (--).1I i N > yAWN N 7 N .. ......... ......... R/W - 9+00 �s 20+00 ........ N ........2 +i oou ........................_._. ..........22+00......... dn Elf 89.7 w ST LIGHTHT } 280.0 0SDC 2 _ I- of TYP 627U8 Fr`L - 5' 5 - % -i- / - - - (W � - o45 TYPE I CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 73 Q 60 NU LINE 3 3 �' 11 Z +!20' 90'00'00" C2 20'' ;20. r TY? O2 J Cn N U.1 �x� CE -)D 0' 3 ST. LIGHT 2 `n n p Y WZ 00 �. ...................... 60.51 2 +o 05.E _ 1 z5+�., 627W , 4>� 26+00 U ao O ,LO °' 6 1 °' rarn 3~ Q a: 627U9 x SEE SHEET 9 � 0 N 5' C8 Lot 35.00' in ~a u d L)00 0 TWINKLE of p W mm� m(CV w o o m wN 2 ST -13 LANE 3 3 4 L tf7 CO a1 _W Lei 3 -0 Q Z W x H- U U) w PROPOSED FIRE HYDRANT LEGEND rn r7 M 39 5' o ao o U N 74 f 98 99 1141 � '04 101 102 t:r N N N N N N -10' 20, 20' 10' _ cj c-0 rn�. 0)I 30' 30' I rn � 100 17.5' 17.5' a; a; 60 ai TYP. TYP. to LO a, °' N C7 N o SEE SHEET 6 � o No 25+25.16 TORRENT WAY Q N w BLACK PEARL m q w N 11+92.44 LUSTROUS LANE COURT /W- - W.. - . . - " TORRENT WAY 1° OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH " PROPOSED NU LINE C1 �' 11 STD. ST -3. 90'00'00" C2 31.42' TY? O2 CONSTRUCT CASE CE -)D TRANS STD. A88A ST. LIGHT 2 `n n 0 00 �. ...................... 60.51 2 +o 05.E _ 1 z5+�., 627W , 4>� 26+00 N �., -..._.... ......... .... ST. LIGHT ...... .... TYP :.., 1 r - = - _ .� - ..... ...... . ...... _.W _ _..._ ;> ....� _...._ �: 501.86 ...: _ W 627U9 1 FL 54.98' o N 5' C8 Lot 35.00' in g GtK PROPOSED STORM __ p CONSTRUCT STD. 3 PER C.O.B. STD o o It �R/W BASIN ST -13 3 3 4 L 5' o ao o U N 74 f 98 99 1141 � '04 101 102 t:r N N N N N N -10' 20, 20' 10' _ cj c-0 rn�. 0)I 30' 30' I rn � 100 17.5' 17.5' a; a; 60 ai TYP. TYP. to LO a, °' N C7 N o SEE SHEET 6 � o No 25+25.16 TORRENT WAY Q N w BLACK PEARL m q w N 11+92.44 LUSTROUS LANE COURT /W- - W.. - . . - " TORRENT WAY 1° OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH " PROPOSED SEWER LINE C1 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 90'00'00" C2 31.42' 2C.00' O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 20.00' PROPOSED SEWER MANHOLE 2C.00' 20.00' 90'00'00" C5 31.42' 20.00' PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 54.98' 35.00' 35.00' 90'00'00" C8 D-14 AND D-16 35.00' 6.94' 22'25'35" C9 PROPOSED STORM DRAIN MANHOLE p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD o o PROPOSED CATCH BASIN ST -13 Ci L tf7 CO a1 _W Lei 3 -0 Q Z LTJ W Ct: ED H- U U) w PROPOSED FIRE HYDRANT INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 J ® 0 i-- ai > yAWN N 7 d V �-0 O'V EXISTING FIRE HYDRANT 28+39.49 TORRENT WAY 10+00.00 CLARION CHANNEL LANE 0) J 0) 0) o N a Q r, N � z Q 37 N N _I Q: m Q ~ M U- o�w Ln38 a - LO U (J W �- 00 + M 3N N 36 co r,- - N N 7- x��. =N6! e a c � 35 27+00 ................ 28+00...............09 _ 314.33 > .i .................................... o . _ .__-..............__ i, ST. L GHT _.__ \\(0 46 a 627W5 N \ F` Zak ) C�j i=s 0)5, 34 I N+ 103 S, II FL 29+30.50 cn 1 PRC FL 29+50.49 00 c SEE SHEET 4 +0 X cCLARION CHANNEL 00 mN Nst L' Ln L ff AW/y� &` ✓115EPH ,AP. -4o vE.D Or. M4Q�9�1 Y SHApc! RCE .:5Z/7f L&-xv, 12/3i/lC_1� D777� 0 40' 60' 80' 1:401 � 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 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 CURVE TABLE TO A DEPTH OF 12 INCHES. 4. CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 2C.00' 20.00' 90'00'00" C2 31.42' 2C.00' 20.00' 90'00'00" C3 31.42' 1 2C.00' 20.00' 90'00'00" C4 31.42' 2C.00' 20.00' 90'00'00" C5 31.42' 20.00' 20.00' 90'00'00" C6 31.42' 2C.00' 20.00' 90'00'00" C7 54.98' 35.00' 35.00' 90'00'00" C8 13.70' 35.00' 6.94' 22'25'35" C9 197.70' 84.00' 202.06' 134'51'11" 28+39.49 TORRENT WAY 10+00.00 CLARION CHANNEL LANE 0) J 0) 0) o N a Q r, N � z Q 37 N N _I Q: m Q ~ M U- o�w Ln38 a - LO U (J W �- 00 + M 3N N 36 co r,- - N N 7- x��. =N6! e a c � 35 27+00 ................ 28+00...............09 _ 314.33 > .i .................................... o . _ .__-..............__ i, ST. L GHT _.__ \\(0 46 a 627W5 N \ F` Zak ) C�j i=s 0)5, 34 I N+ 103 S, II FL 29+30.50 cn 1 PRC FL 29+50.49 00 c SEE SHEET 4 +0 X cCLARION CHANNEL 00 mN Nst L' Ln L ff AW/y� &` ✓115EPH ,AP. -4o vE.D Or. M4Q�9�1 Y SHApc! RCE .:5Z/7f L&-xv, 12/3i/lC_1� D777� 0 40' 60' 80' 1:401 � 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 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 o TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 _ _ _ _ RIGHT-OF-WAY � INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 _ ° v 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. TRACT BOUNDARY WHERE NOTED AS FLOWLINE STATIONING. Q INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL c CONSTRUCTION LIMITS r__ 00 EASEMENT REQUIREMENTS. 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 -- m LOW POINT ELEV =;351.3_4____T-_'_'____ I € y U ( LOW 'P INT T. - I 0 S A + 2 7 65. .. 5 J a U I - ncnd I �,- _A <PVI ,S '= 20+80 _ _ -- I - _. ac�� ;4 o WI ocl U � a _ ° v C TL Q c cn r__ 00 _ J .a LL_ y U c0 c0 J a U Q LLJ ac�� U v� . °2 LL O wa (D Cnn rn ,Q co c C o o C.0 O ro Ci L tf7 CO a1 _W Lei 3 -0 Q Z LTJ W Ct: ED H- U U) w Z Uj CL J ® 0 i-- ai > yAWN N 7 d V �-0 O'V WEI Permit -Seal H _62 n.n aw,or-0 O M 7 O O• � U C.. - E r E t« a �v o'P(n o fl I la Im ;4 Project Number: 204250300 File Name: AMA PRD TM 15.07.10 Dwn. ChkJDsan. YY.MM.DD Drawing No. l�, ! - 45,57 Puz Revision Sheet 7 of 17 WI ocl U a Z Q Z 0� Z O J LL_ a fV J a U Z LLJ LL O wa W >-- O LO O C.0 Ci Z �- Z u z Q Z LTJ W Ct: ED H- U U) w Z Uj CL J ® 0 i-- ai a� U Permit -Seal Project Number: 204250300 File Name: AMA PRD TM 15.07.10 Dwn. ChkJDsan. YY.MM.DD Drawing No. l�, ! - 45,57 Puz Revision Sheet 7 of 17 360 355 WC E CL It 0 N 360 v+ v 00 0 355 i v 350 It=100=1zI 1 DRIVE � 101 iteIl'i 99 LUSTROUS LANE-' OCONSTRUCT SEE SHEET 19 ¢ PROPOSED SEWER LINE _ rc MOUNTAIN RIDGE ST -3. W SEE SHEET 7 '(I RADIUS TANGENT DRIVE CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A TORRENT WAY r 1 I IIi 00 w_j I N _� (DJ N --d- _j �r o�N J �_j I0 90°17'52" PROPOSED STORM DRAIN I n GO CATCH BASIN IN GRADE SAG PER �O I\O 30 STD o +0 O + ON + :30I' + N�� 20 10', LJ 0= II (00 U DRAIN MANHOLE 40 �y U U C.O.B. STD 25 M U W - N cn G m W W O 2 �' TYP R/W 13.5'Y zm3' li F --:N �S 20' 20' 10' L) 0 R/W m W U 5' 5 INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 2 C5 ' 2 c4, _. `S00'11'S°W'N IF 90'00'00" -+00 II J N 0 4+OC 60' 80' EXISTING FIRE HYDRANT -. I of r- N w �j 0 _ G 1 N I R1 o Lo 3Lu I - _ _ - I 10 +.00 _ 2 04 +S89'48, 8"E 92.44" -14 o° + TYP 1 0 TYP J 3 2 TYP 1\ W W TYP k `~ 3. ALL CURVES IN M QO': Uir0( LINE USING b 90`00'00" z3 I 1� _j�'_' ZaQ i GUTTERS 11+00 -} c� N o (n Z 0 U 90°00'00" TO A DEPTH OF 12 INCHES. ` .J o l_- Li C11 CALTRANS STANDARD 30.00' 29.61' LR/W Z �oo Jacn INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG MR1 M z a° 3C.00' 30.39' 90`44'35" R/W �i q* It 3 30 EXCEPT CATCH BASINS Q I M + 41 d 10' 20'. 0(o 00 a-JLJ 04 <(L I w Ln r +W +� Z-7 C30 �-� O+x O+w N0 N W �'" 5 5, N ++ z �00 ctO O a:O w0 1 000 N Q= CL 00i m1* UO W N m0 UN 00 00 M 0 W It =' SEE SHEET 19 10+00 SEE SHEET 7 12+00 (0 C) N MOUNTAIN RIDGE rn TORRENT WAY 1 DRIVE � 101 iteIl'i 99 LUSTROUS LANE-' OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH ¢ PROPOSED SEWER LINE _ rc 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. W r� LENGTH RADIUS TANGENT OCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A = PROPOSED SEWER MANHOLE 00 U C1 NO �O 90°17'52" PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD o 30' 30' LANE o0 00 �o D-14 AND D-16 I 10' 20' 20' 10' LJ 0= w (00 PROPOSED STORM DRAIN MANHOLE Fol CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 25 PROPOSED CATCH BASIN + � ST -13 W O 2 �' TYP J 13.5'Y zm3' + F --:N �S 20' 20' 10' L) 0 R/W m W PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 2 C5 ' 2 c4, _. `S00'11'S°W'N r - TYP 90'00'00" -+00 469.69' 0 4+OC 60' 80' EXISTING FIRE HYDRANT -. C6 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 9000'00" O V V LE C ] 1:40 ----+-�j--_ C7 - _ _ - RIGHT-OF-WAY �' S D 2 INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 SD v c� Z = P C8 �o N 2C.00' 20.00' 90'00'00" TYP k TRACT BOUNDARY `~ 3. ALL CURVES IN INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 LINE USING b 90`00'00" ROADS AND A MINIMUM GAO 9+00 10+00 GUTTERS 11+00 12+00 THERMOPLASTIC Q toZ :)Z 0X cr cr No D J 13+00 LJSEE Z SHEET 4 m ¢ U _ _ rc J J CLARION CHANNEL W r� LENGTH RADIUS TANGENT Z ZLANE SEE J o J 0 = SEE SHEET 14 00 00 U C1 NO �O 90°17'52" 2 3 0 LO CRYSTAL CASCADE I II I O� oN o 30' 30' LANE o0 00 �o 0 ¢ I 10' 20' 20' 10' LJ 0= w (00 � - OO - N (O 111 46.97' 25 I 0NNNN01 0' +d + � W O 2 �' TYP J 13.5'Y zm3' + F --:N �S 20' 20' 10' L) 0 R/W m W W NLo v=i c30 o 2 C5 ' 2 c4, _. `S00'11'S°W'N r - TYP 112 SD SM _ ULO I 5 0 0 113 30' ,,d 30' ' 0 0 160 10' 20' ' 20' 10' + x + o' 0o 00 O O I I 00 00 I I m'q- W N SEE SHEET 4 CLARION CHANNEL LANE INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN CHART R1-1 m CURVE TABLE 12+80.21 RUSHING BROOK ROAD m WI U _ _ rc 17+25.40 � CRYSTAL CASCADE LANE r� LENGTH RADIUS TANGENT CELTA SEE SHEET 3 O N 1. SEE SHEET 14 Q Q Ln 0.1 Al 5 C1 47.28' 30.00' 30.16' 90°17'52" 2 3 0 LO CRYSTAL CASCADE BERKSHIRE crx 00 0o LANE o0 00 �o M �� ROAD LJ 0= d0 (00 OO N0 1 - OO - N (O �' L0 46.97' 30.00' 29.84' I 0NNNN01 0' +d + � Lu m �' TYP C4 13.5'Y zm3' R/W 0 Ckf M 0 10' W 20' 20' 10' L) 0 R/W m W W 34 v=i c30 24 SEE CURVE TABLE P7 NM ¢ M YiIM m WI U _ _ rc _ ° o r� LENGTH RADIUS TANGENT CELTA € O N 1. o v 71 A 7' Ln 0.1 Al 5 C1 47.28' 30.00' 30.16' 90°17'52" 2 3 0 LO V- '00, J X O + co - - 20.00' 20.00' 90°00'00" J x U - - U y C a y a ,�N N (O �' L0 46.97' 30.00' 29.84' 89'42'08" G c � 0 �' TYP C4 00+ In b 2C.00' 20.00' 90°00'00" i 5' 045 z n 0 Li s: o 2 C5 ' 2 c4, _. `S00'11'S°W'N 2C.00' 20.00' 90'00'00" -+00 469.69' 0 4+OC 60' 80' -. C6 - � 2C.00' 20.00' 9000'00" O V V LE C ] 1:40 ----+-�j--_ C7 SID �---280.21' � o SID -- 2C.00' 20.00' �' S D 2 `,p � 81 9.48' O SD v c� Z = P C8 �o N 2C.00' 20.00' 90'00'00" TYP REQUIRED 1 `~ 3. ALL CURVES IN 1 FLOWLINE. PAINT 12" LIMIT LINE USING b 90`00'00" ROADS AND A MINIMUM GAO 1.00 FOOT BEYOND GUTTERS n THERMOPLASTIC PAINT PER 2C.00' 20.00' 90°00'00" TO A DEPTH OF 12 INCHES. 3 3 - DEPRESSED 2 C11 CALTRANS STANDARD 30.00' 29.61' LR/W INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG MR1 SPECS. PTH-02ALKYD 47.51' 3C.00' 30.39' 90`44'35" 2• ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. I IW WHERE NOTED AS FLOWLINE STATIONING. 173 10 h N N `J N SHEET 2, FOR A.D.A. WALKWAYS AND O O 161 - =' EASEMENT REQUIREMENTS. O 10+00 11+00 12+00 (0 C) N rn +Of +o` S +of +o` S +of +x �o 5' �o ' � 34'-o I -- UU0 O I "J0 O OUO . j... ... -..O I x - :---- ............ ......: .. - ..-.. .--..-.--- mN W� . 71 LLJ C14 - mc LLI Lo Ii71_ SHEET 3 SEE SHEET 14 CRYSTAL CASCADE BERKSHIRE LANE ROAD RUSHING BROOK ROAD M W CURVE TABLE P7 NM ¢ M YiIM m WI U _ _ rc _ ° o CURVE LENGTH RADIUS TANGENT CELTA € O N 1. o v 71 A 7' Ln 0.1 Al 5 C1 47.28' 30.00' 30.16' 90°17'52" _ ° v d '00, C-'- 31.42' 20.00' 20.00' 90°00'00" .00� U U y C a y a (� C3 46.97' 30.00' 29.84' 89'42'08" 0 C4 31.42' 2C.00' 20.00' 90°00'00" 045 z n ur) c) Li s: o C5 31.42' 2C.00' 20.00' 90'00'00" 0 40' 60' 80' C6 31.42' 2C.00' 20.00' 9000'00" O V V LE C ] 1:40 C7 31.42' 2C.00' 20.00' 90°00'00" NOTES: v c� Z = P C8 31.42' 2C.00' 20.00' 90'00'00" 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. C9 31.42' 2C.00' 20.00' 90`00'00" ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS n C10 31.42' 2C.00' 20.00' 90°00'00" TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 C11 46.73' 30.00' 29.61' 89°15'25" INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF C12 47.51' 3C.00' 30.39' 90`44'35" 2• ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. IW WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND 4DDITIONAL EASEMENT REQUIREMENTS. 10+00 11+00 12+00 13+00 5 14+00 15+00 33 I S S i S ' -- ..................... . j... ... -..O 0 C OD W--....-.© ¢ :.. ------ -- ............ :-- --------- x - :---- ............ ......: .. - ..-.. .--..-.--- -.._ - - W _ .. ..---- .-..- ---- .I.f�.�` - -.-.�I ...... ...... l - Ln O O LO ! L0 ,� �, C] �... 0 +r....II... (O $ 360 , o - 0 ---- - EXISTING GROUND - �� N co �0 N N �0 ¢ N N .�-N �� �.._...__. •I - J r'i . M W �� .� N P7 NM ¢ M YiIM m WI U _ _ rc _ ° o m W U m W ; TL € O N 1. o v 71 A 7' Ln 0.1 Al 5 355 livi .11 V _Z 1-i ' N 9+00 10+00 11+00 12+00 13+00 ........... [ ........... [...........3 ............. 13+00 0 14+00 0 N ZS Y� 0, `Ji a w Z � <V _ 0 Q q �Z� i� U)Z O CD LL z N J F- W U Z cry W Q 0 W O_ Wz 'U'-') ® c' D Z di Q W F- u Z Lu U cx_ o Z co w < a W :D T U Permit -Seal Project Number: 2042503)_0 File Name: AMA PR5 TM 15.C7.10 Dwn. Chkd Dsan. YY.MM.DD Drawing No. i'. f .'�:►�`�, ,��2 Revision Sheet 8 of 17 C) U C) _ ° o TL cm O N o v c: Ln _00 _ ° v d '00, o a' a o .00� U U y C a y a (� cD 8 o l c 0 c" 0 3 o in O Y m Fv 045 z n ur) c) Li s: o C y it ° O V V LE C ] 1 �z n o v c� Z = P 42 V V ,y 0 j�c V U 607 vyi U .�, OH(n ♦��i H -c o n 0 v la IW 0 N ZS Y� 0, `Ji a w Z � <V _ 0 Q q �Z� i� U)Z O CD LL z N J F- W U Z cry W Q 0 W O_ Wz 'U'-') ® c' D Z di Q W F- u Z Lu U cx_ o Z co w < a W :D T U Permit -Seal Project Number: 2042503)_0 File Name: AMA PR5 TM 15.C7.10 Dwn. Chkd Dsan. YY.MM.DD Drawing No. i'. f .'�:►�`�, ,��2 Revision Sheet 8 of 17 SEE SHEET 7 LTJ Z Q J LLI J Y Z O O U LL. LL_ Q � F- 0O W Q > W OZ M J W W Of O cN SEE TRACT 6387 TORRENT WAY LEGEND WAY TWINKLE LANE OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH - PROPOSED SEWER LINE TANGENT 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C1 31.42' 20.00' O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 31.42' PROPOSED SEWER MANHOLE 90'00'00" C; 31.42' 20.00' PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 1 20.00' 1 90'00'00" C O Q D-14 AND D-16 a A=O O N U PROPOSED STORM DRAIN MANHOLE no CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD w PROPOSED CATCH BASIN AU ST -13 C O y O pe);' (f) Q c- c Y O 7.( X17 O a� v PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 .n (n v v Lu CL p ° C N O w EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 O Q > 7 — _ _ — RIGHT—OF—WAY –r-�o:: � 0 INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 0O y u yZ.O O' O uJ z 'J1 Z TRACT BOUNDARY w INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 o CONSTRUCTION LIMITS Z 0' Q N a W Lui >, 0 p~ w VO wz m Qa xQ 07-2 (V # 360 _.....- ........... ..._..-4— � cnr 3 ++: +la 1,0 O O' 00: WILL U - 03 I N55 ...Q� W —Nm w o U To ;. i LO L0 I 350Ft- 0.317 O N n O N N €.......__........................:...._..._:._...................:.............--.-.-...,..................................?...................................._._........... ............—................. 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" C; 31.42' 20.00' 20.00' 90'00'00" C4 31.42' 1 20.00' 1 20.00' 1 90'00'00" Lui >, 0 p~ w VO wz m Qa xQ 07-2 (V # 360 _.....- ........... ..._..-4— � cnr 3 ++: +la 1,0 O O' 00: WILL U - 03 I N55 ...Q� W —Nm w o U To ;. i LO L0 I 350Ft- 0.317 O N n O N N €.......__........................:...._..._:._...................:.............--.-.-...,..................................?...................................._._........... ............—................. Project Numbe-: 204250300 File Name: AMA PRB _ _ TM 15_07.10 own. Chkd. Dsan. YY.MM.DD Drawing No. l', f &f';5`,' '•1 Revision Sheet 9 of 1 O U pn _ ° o q O n � N 0 � 2w 7 _ (n C Q c CJ 1" 0" E attr C O Q U a A=O O N U J 0- U y N C -0 N p n .3 ca w c o l AU � C O y O pe);' (f) Q c- c Y O 7.( X17 O a� v 3 3 d O.2 ° C v a� 0) M LL 3 .n (n v v Lu CL p ° C N O w ff 14 T Y°' = O Q > 7 _ –r-�o:: � 0 c-1 # 0O y u yZ.O O' O uJ z 'J1 Z w U o n T� � d Z 0' Q N a W C . y C' L L.- CL _ J Cn P 0 a> 0 U Permit -Seal cL I< I� Project Numbe-: 204250300 File Name: AMA PRB _ _ TM 15_07.10 own. Chkd. Dsan. YY.MM.DD Drawing No. l', f &f';5`,' '•1 Revision Sheet 9 of 1 U Z <I Z U) Q O J 0- J Q z C-4 W 0 W (f) Q O Lu CL w w O O Q < c _ 0 c-1 uJ z LLJ Z w U o Z Z 0' Q a \u a W J Cn P cri a> U Permit -Seal Project Numbe-: 204250300 File Name: AMA PRB _ _ TM 15_07.10 own. Chkd. Dsan. YY.MM.DD Drawing No. l', f &f';5`,' '•1 Revision Sheet 9 of 1 365 360 355 E CL 0 " 365 En 3 v 360 F- V) x CL 3.v v n LO LO 355 F- w 0 Q w Z J w 0 U_ LL LL a o- w O 2 w LEGEND SEE SHEET 9 w a_ ao O V) WINKLE 12+71.18 BURNISHED BRONZE DRIVE 02 z�_ LANE 10+00.00 COOL RUSH TERRACE a N N w V) 2 + — Z} E� xw w> ..................- .............. ..po OR U 0w a_ 120' 10' U- 17.5' 1,7.5' 10' 20' w 3 TYP. TYP. `~ O CONSTRUCTION LIMITS_U*) N � a 57 :j 60 145 144 z w 3 I 3.1 I 142 O O m 0 O O O O O o 143C14 C14 00 N E7:\\ ±E N L>' n c� E f ;! E .. 58 `' E 10+ 11 +00 N0011.52 E 12+00 311 18 13+9Q - S ,a ,,. ; 271 18 trs .... .. ... .. .... ...... ....... ... .. .. ... ... .. ... ..... .. ... _. ... .. .... i �4.Q.40......:... _..QST. LIGHT € 627U4 _ E \ E Lq 10+00.00 ( BURNISHED BRONZE DRIVE \ �\ E 00 0 59 19+66.96 TWINKLE LANE 1 I II E II 146 '+ � E r € IIII IIII I I + r7 ii SEE TRACT 6387 IIII II �. 3 8 IIII ::. E E I I Y z IIII IIII E II cr ov~i SEE TRA T 6 87 SEE TRACT 6387WOW TWINKL LANE COOL RUSK m=> U 0 TERRACE; W 22 SEE SHEET 5 RIVULET RUN Lc) _j OJ OJ COURT OJ OJ OO NO �O �I �O OO ..........._..._..__� �....._ +. N._. +..... _ +0 +COV € 30' 30' i y 10' 20' 20' 10' 141 m m w 5' m w O U N v 3 5' Nv • ........ ......... TYP 2 T. LIGHT 144-00 248.76----'5+00-16+00--62_7X,3 . I_� 0011'52'E TYP F v /� Ty_� v 117 40- 116 SEE. SHEET 4 CLARION CHANNEL LANE OJ OJ jqj0 J q0 0 00 00 N (' ^N nui � 0+0 I M w 5' , ' g ST. - LIGHT Rq� f �7W8 MFL YP u7 _N 280.00' 17+00 a' -"""""'.i SS - -18+00 r 528.73 mi C C) O �} 00 3 00 I� + N 151 C2 01 17.50' TYP. BURNISHED BRONZE DRIVE OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH �R/W o EUn 0 (4� LO C1 It r` r 3 � 147 WHEELCHAIR RAMP PER CAL TRANS STD. 148 149 f2 150 N C° PROPOSED SEWER MANHOLE 90'00'00" + N 35. DO' 35.00' � € OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD r C5 197.70' 0 17.50' 134.51'11" - T O i TYP. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD N PROPOSED CATCH BASIN �c'ovy ST -13 U N LLJ U 15+60.00 CE BURNISHED BRONZE DRIVE c lo3c� 16+62.70 (� RIVULET RUN COURT 117 40- 116 SEE. SHEET 4 CLARION CHANNEL LANE OJ OJ jqj0 J q0 0 00 00 N (' ^N nui � 0+0 I M w 5' , ' g ST. - LIGHT Rq� f �7W8 MFL YP u7 _N 280.00' 17+00 a' -"""""'.i SS - -18+00 r 528.73 mi C C) O �} 00 3 00 I� + N 151 C2 01 17.50' TYP. BURNISHED BRONZE DRIVE OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH - PROPOSED SEWER LINE TANGENT 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C1 31.42' 20.00' OCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 20.00' PROPOSED SEWER MANHOLE 90'00'00" C3 54.98' 35. DO' 35.00' PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD r C5 197.70' D-14 AND D-16 202.06' 134.51'11" - PROPOSED STORM DRAIN MANHOLE p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD N PROPOSED CATCH BASIN �c'ovy ST -13 LLJ U Q c lo3c� PROPOSED FIRE HYDRANT INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 h O Y 0� N C 3 T � M U)`n o m rn EXISTING FIRE HYDRANT - CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 c hug �1.. C) — _ _ — RIGHT-OF-WAY INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 wmq�° vi z LLI �u j-ow`ov �- z TRACT BOUNDARY LTJ INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 CONSTRUCTION LIMITS _4c, 10+00 11+00 J 12+00 13+00 14+00 15+00 CURVE TABLE O 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. DO' 35.00' 90'00'00" C4 13.70' 35.00' 6.94' 22'25'35" C5 197.70' 84.00' 202.06' 134.51'11" 14+00 15+00 V�e 153 n 154 PRC FL 19+51. 157 FL 19+06.00 N 156 TO C 0,9 \FH E A q S q EpF�FSq� M Ati i N1 55 ` 18+40.00 BURNISHED BRONZE DRIVE 0 40' 60' 80' 1: 40 M?6%%P 19+66.96 (� CLARION CHANNEL LANE 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. 16+00 17+00 18+00 19+00 20+00 - -..........................................................................................................................._......................_....................................................................................................................................................................................................................................... ............. ..................................... ........................ I ..................... .......................... . .......... ........... n.......... .............:........... ................ ................................... ............ _._.................................................. _................. ............... ........................ -.......................... .. ......... ................. . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 365 360 355 365 360 355 O O O CD z _ 16cm o L0 152 a '��` (n 0 0 a� p O t U) L- M O' J f'7 E'ri 00 LL aci U U E ° d'.. c O M1 N D_ V�e 153 n 154 PRC FL 19+51. 157 FL 19+06.00 N 156 TO C 0,9 \FH E A q S q EpF�FSq� M Ati i N1 55 ` 18+40.00 BURNISHED BRONZE DRIVE 0 40' 60' 80' 1: 40 M?6%%P 19+66.96 (� CLARION CHANNEL LANE 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. 16+00 17+00 18+00 19+00 20+00 - -..........................................................................................................................._......................_....................................................................................................................................................................................................................................... ............. ..................................... ........................ I ..................... .......................... . .......... ........... n.......... .............:........... ................ ................................... ............ _._.................................................. _................. ............... ........................ -.......................... .. ......... ................. . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 365 360 355 365 360 355 a] O U CD z _ 16cm o a (n 0 0 a� p O t U) Ix O 7 f'7 E'ri O O _� L N aci U > E ° d'.. c O ¢ M 0, v �c'ovy CO LLJ U Q c lo3c� N h O Y 0� N C 3 T � M U)`n o m rn x �� � 3 3 d o c ���' owe c hug �1.. C) O= C N ri wmq�° vi z LLI �u j-ow`ov �- z LTJ > N y= C U _4c, J M 00 F- m a> O, U OO Or L y o w O Yl �Q' -p C •T -Seal a ` O y y o0 U c nU-2 O A L r E•`t ° � . ) Cl IdCL C-0 a] Project Number: 204250300 File Name: AMA PR3 TM 15.07.10 own. Chkd. n. Dsa M.DD _ Drawing No. f, / —,Ip�; ,5:'/:7;-12. Revision Sheet 10 of 17 U z a z U) Ix O uJ z Q LL > CV U CA z CO LLJ Lu Q ILL N O �jrzL Lu w ti c hug �1.. C) O= w�Q ri vi z LLI U z LTJ iU Q J M rU) F- m a> U Permit -Seal Project Number: 204250300 File Name: AMA PR3 TM 15.07.10 own. Chkd. n. Dsa M.DD _ Drawing No. f, / —,Ip�; ,5:'/:7;-12. Revision Sheet 10 of 17 Y O C9 (n mo ZF- 3't w +_M w mmOOH U F— a O LO _j O J O J J CV C5 6 20.00' C5 C5 WHEELCHAIR RAMP PER CAL TRANS STD. A88A SEE SHEET 9 PROPOSED SEWER MANHOLE 90'00'00" o 54.98' o o O } W TYPE "A" N N N N N� I E TWINKLE LANE 3 J 22'25'35" PROPOSED STORM DRAIN MANHOLE p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD rn r 7 r� PROPOSED CATCH BASIN 0 ST -13 66 U) 010, .- + ILL O Li U CO PROPOSED U U I E 1 W J I LLJ �� M w Lr) I I 0z W m DRIVEWAY PER C.O.B. STD. ST -4 I 3 -0 O ow -c � Z ? of LO RIGHT–OF–WAY L0 Z W0 INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 68 �- J 0 w F— E a� E m 50 0 0- (0 CL O O N O 1 I 12+00 -- FL '-' Q S00'11'52"W 12+00 N TYP 1 /-FL M ............................... ............................. TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH --- == PROPOSED SEWER LINE J CV (111 31.42' 20.00' O O CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 31.42' PROPOSED SEWER MANHOLE 90'00'00" E 54.98' 35.00' PROPOSED O OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STIR 202.06' 134'51'11" V) I E D-14 AND D-16 6.94' 22'25'35" PROPOSED STORM DRAIN MANHOLE p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD rn r 7 r� PROPOSED CATCH BASIN 0 ST -13 66 U) 010, .- + ILL O < 2 j: w z C1_ 0 1 c 3 PROPOSED FIRE HYDRANT + I E E I LLJ �� r Lr) EXISTING FIRE HYDRANT wall oz �.t c) s CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 I 3 -0 O ow -c � Z ? of LO RIGHT–OF–WAY L0 Z W0 INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 LL I: J 0 w F— E a� TRACT BOUNDARY O N 0 0- (0 CL O O N O 11+00 12+00 13+00 OXF— YOWZ (n SOX WZ� O M + O spa=r Qy. O I 3± oW z cr Q + �- w+ O x+ O x SEE SHEET 9 �� �� Z Z Q "� `TWINKLE LANE Q?W Z NNW�mm�2 LEGEND CREEK WAY OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH --- == PROPOSED SEWER LINE TANGENT 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. (111 31.42' 20.00' OCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 31.42' PROPOSED SEWER MANHOLE 90'00'00" C3 54.98' 35.00' PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STIR 202.06' 134'51'11" C5 13.70' D-14 AND D-16 6.94' 22'25'35" PROPOSED STORM DRAIN MANHOLE p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD rn r 7 r� PROPOSED CATCH BASIN 0 ST -13 U) 010, .- ILL O < 2 j: w z C1_ 0 1 c 3 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 2 LLJ �� d c 3 „ Lr) EXISTING FIRE HYDRANT wall oz �.t c) s CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 F� LI_ 3 -0 O ow -c � Z CO W — – – — RIGHT–OF–WAY o Z W0 INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 LL I: J 0 w F— os a� TRACT BOUNDARY INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 U EXIST. IMPROVEMENTS TO BE REMOVED 11+00 12+00 13+00 � 355 K�7k,' E CL o i _- 360 0 355 cn i LO o, 0 / r, LO `° 350 0 0 N n O InN O N 0 / N 0 N 11+00 12+00 13+00 CONSTRUCTION LIMITS NMI@] 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 22+00 23+00 22+00 23+00 24+00 25+00 355 365 360 355 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA (111 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' 35.00' 6.94' 22'25'35" NMI@] 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 22+00 23+00 22+00 23+00 24+00 25+00 355 365 360 355 Permit -Seal 0 _cn Project Number: 2042503--10 File Name: AMA PRB TM 15.C7.10 Dwn. Chkd. Nan. YY.WM.DD Drawing No./ -/-—, 5s P), -t Revision Sheet 11 of 17 C) U Z z _ ° o C a� LU H -- � � Z CD N a c ° oL c cn r-- 00 a-- O 0LLQ v, c Q m U cc)c0 E w 0 o O Q rn r 7 r� o a c 0 �, 0 U) 010, .- ILL O < 2 j: w z C1_ 0 1 c 3 W cp CD p CL rL 2 LLJ �� d c 3 „ Lr) ��O wall oz �.t c) s ui En m ET F� LI_ 3 -0 O ow -c Z CO W U d _ o Z W0 COW F— Q CC LL I: J 0 w F— os a� r� U o0�ol� spa=r Qy. ° C2 T� C ° '' d N U.- o al ,�p U c c1U2 C y� T la I En Permit -Seal 0 _cn Project Number: 2042503--10 File Name: AMA PRB TM 15.C7.10 Dwn. Chkd. Nan. YY.WM.DD Drawing No./ -/-—, 5s P), -t Revision Sheet 11 of 17 U Z z Q LU H -- Z U?U) O 0LLQ Q C-14 U Z <Z LU ILL O < 2 j: w z C1_ W LUO L 2 LLJ �� 0 ��O CCJ LL_I LL-. Z CO W U 1rr o Z W0 COW F— Q CC LL I: J 0 w F— ca a� U Permit -Seal 0 _cn Project Number: 2042503--10 File Name: AMA PRB TM 15.C7.10 Dwn. Chkd. Nan. YY.WM.DD Drawing No./ -/-—, 5s P), -t Revision Sheet 11 of 17 VACANT AGRICULTURAL LAND P W Z 21+83.28 MOUNTAIN RIDGE DRIVE Z 10+00.00 LOOKING GLASS LANE + x g N W t - CL REMOVE AND SALVAGE 3 0 M SIGN W1 -6L/ OM1 -3 a ~ W AND REPLACE WITH Z M CONSTRUCTION BOUNDARY W co V W1-7/ OM1 -3 r°D 23+00 24+00 00 22+00 25+00-- 655.6E, 5+00..,,,655.6E Al111—aa ST. LIGHT EXISTING & 1 EXISTING EP & -PROPOSEDF V Z W 627R1 PROPOSED FL Q — _ SAWCUT 1.0' MIN. LSAWCUT 1.0' MIP!_ _-_- Lj 11aa EL N, Z � w uJ o III iii /' I II (1 ( Y ° f PERIMETER WALL I II II I o� 4 }4 If I 3N III I l f z ") i l i III Li I I II 11 I m W 01 SEE TRACT 6387 t'�� 354'00 LOOKING GLASS LANE I VACANT AGRICULTURAL LAND SCHOOL SITE I R/W A R/W J 28+38.96 �- MOUNTAIN RIDGE DRIVE / EXISTING EP 1 - - - - - - - - - - TO-FOQ:GCI -.-LUSTROUS- CANE- -------- --- --- W1-7 OM1 -3 0 t j - ----- FL LEGEND OCONSTRUCT D TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. WITH A88A SS---- PROPOSED SEWER PROPOSED SEWER LINE MANHOLE OCONSTRUCT TYPE "A" D-14 AND D-16 CATCH BASIN IN GRADE SAG PER C.O.B. STD --- SD--- O PROPOSED STORM PROPOSED STORM DRAIN DRAIN MANHOLE ❑ CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD __ - - __ EXISTING EPS ---j _._ _.._. -- J__U �.C+ US � PROPOSED CATCH BASIN z; ST -13 cn N _ _ arm TYP. ST. LIGHT VQ > 36' 3 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 a: 1 E � EXISTING FIRE HYDRANT EE � CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 — _ _ RIGHT-OF-WAY ! z INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 Q TRACT BOUNDARY LL� -� INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 R1-1 = -- -- CID 0 / 22+00 23+00 0 O 1 w z LO CD o r r 1- Q C) O LL 04 i t\ 1 0 O + L0 a� N I p N M N N + 0) 41 rn Permit-,.'. eal 40 39 c N 38 a0 LO 00 moo- tea: No 000 N� 00x I NO NCS �O x00 0 - M Wc0 1 I M(D r WK) , 1 _ i I I-- - ...... __... ! I I I 1 1 i 355 FA '� L 1 CURVE TABLE >_ 29+OC 1450.53' C2 47.28' 30.00' 30.16' 90'17'52" + N 350 W Z IN, __ __ - - __ EXISTING EPS ---j _._ _.._. -- J__U �.C+ US � �� h z; 0 cn N _ _ arm TYP. ST. LIGHT VQ > 36' 3 J CL 4 v 627R2 a: 1 E O In EE ! C' O co O F- ! z LL - rn Q 1.0 LL� 0OLn �� 1.0 /� R1-1 = -- -- CID 0 / 0 O w z LO CD o r r 1- Q C) O LL 04 i t\ 1 0 O + L0 a� N I p N M N N 42 N 0) 41 rn Permit-,.'. eal FA 4-4�!�_E V 26+00-- q+ T (--EXISTING EP Q 10,4 _) . S_.AWCUT 1.Q' - 12.5' '� L 1 CURVE TABLE 4-4�!�_E V 26+00-- q+ T (--EXISTING EP Q 10,4 _) . S_.AWCUT 1.Q' - 12.5' SEE SHEET 8 LUSTROUS LANE I� 'I II`O 0 '� L w27+0028+00 CURVE TABLE �. 29+OC 1450.53' C2 47.28' 30.00' 30.16' 90'17'52" + c W Z IN, __ __ - - __ EXISTING EPS ---j _._ _.._. -- J__U �.C+ US � �� h z; 7 cn _ -1.4_ -MILt, arm TYP. ST. LIGHT VQ > 36' R/W J CL 4 2 627R2 a: 1 E w In EE C' co z LL - i Q 1.0 LL� 0OLn �� 1.0 /� R1-1 = -- -- CID _ 0 O w z Qom."Z - F- CD o r r M Q C) LL C F- rn 1 0 + + a� N M - N 42 N 0) 41 rn Permit-,.'. eal 40 39 c N 38 a0 LO 00 moo- tea: No 000 N� 00x I NO NCS �O x00 0 - M Wc0 1 I M(D WK) SEE SHEET 8 LUSTROUS LANE I� 'I II`O 0 '� L CURVE TABLE O O C1 46.97' 30.00' 29.84' 89'42'08" C2 47.28' 30.00' 30.16' 90'17'52" + c W Z ccJ z; �00t' cn Q arm 31+OOW VQ 36' J CL W a: 1 E w In EE C' co z LL - i Q 1.0 LL� 0OLn 0 OZIy0 1.0 /� O tY CID + "' O w z Qom."Z - F- J U 2. Z z Q C) LL C F- MOUNT)klN RIDGE DRIVE '� L CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 46.97' 30.00' 29.84' 89'42'08" C2 47.28' 30.00' 30.16' 90'17'52" STREET IMPROVEMENT PLANS PREVIOUSLY APPROVED AND SIGNED ON 01/27/2016 INSTALL NEW 1 POST STOP SIGN PER1� ---- CAL TRANS UNIFORM SIGN CHART R1-1 ' y_za(, CONSTRUCTION LIMITS Z-* 4pf)*ED 1:• JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/ 17) DATE OPAINT 12" LIMIT LINE USING 4 - THERMOPLASTIC PAINT PEE; CALTRANS APPROVED BY.- MARIAN P SHAW RCE 32178 (EXP 12/31/16) DATE 0 40' 60' 80' STANDARD PTH-02ALKYD 1:40 MIN E E E ESSio'� NOTES: _ �9 S�Wti 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 o' TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 w -> -95323 Z^ EXP -INCHES (0.17 FEET) BELOW NORMAL FLOWLINE AL(:NG OPENING OF * s -3o--15 ;v2. ALL STATIONING IS ALONG STREET CENTERLINE: EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. �r Divi 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AIJD ADDITIONAL F OF - FO EASEMENT REQUIREMENTS. 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 1 v _ I 1 I i I i N I I i i I i I I i I - -- -_ I -- ! . . . .... . .... ... .. I Ei r- t i — —1 - i w ai L 1 rn uO vi 0) `� ' i ( vi 0iai t vi 1 w =am 360 EX STt - _ -- + M + Lo ! { L EXISTING M UNTAI RIDGE DRIVE � �' _ � __ I _._..I 0 - --MOJN -_-R DG --Q Iy..._. E ST FL IN m w Im i w 7 _ _ _d 355 T _. -.; ...._.. _ ._ ........... _ L _.. E- -41E I I .9 ' 47.28' ftl �.. 0 07 4RUN _ _. - — - -- - _ _ _ _ _ ...__ _ _._ f ? - - TTTTI� ' , _-�1��7- i i I I -TT-11-11-1 T- 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 350 0 U M c o CN n C to r�, co � r- ny � — i7 O c0 CO UQ D f7 � U aj>OOtlOJ Q " M 0) t0 c0 .3 C n •O a is 40) O .Y n X ;p O li 0 Cn L In 0) 12 LA'- 3i v'i c � °v i m;to �I o;� d ;0 15 Sc1 O 0 V=' O ii G o N O V •` NU..O,. O FE o cn o cR 0 N a- v - 0 I- W G W ZD z w M W 0 z W Q Q 1 J W W Q Z_ Li I C O Ln w Project Number: 20.125000 �— File Na lie; AMA PRB_ TM 15.07.10 Dwn. . Chkd. Dean, YY.MM.DDD Drawirg No. / l: -*1955' 7 P14f Revision Sheet Rl2 of 17 '� L z; cn Z LL. — J CL 04w a: 1 E w In C' s LL Lu i LL� 0OLn Cl tY CID j- Qom."Z - F- 2. Z z W C) LL C F- a� U Permit-,.'. eal C O Ln w Project Number: 20.125000 �— File Na lie; AMA PRB_ TM 15.07.10 Dwn. . Chkd. Dean, YY.MM.DDD Drawirg No. / l: -*1955' 7 P14f Revision Sheet Rl2 of 17 SCHOOL 11 ;ITE it FUTURE DEVI::LOPMENT TRACT 13531 �EXISTINC EP O U M 0-6 O 04 ac C In r- 00 O a > > N. ami Ci cm cm 0) o Q Q ui p•:Np `) cD CO n v �'3 0 C p O O 'tF c•°1CU c O t) I'7 x 3 dc...Dpc Cl) Lo 07 rn U1 -o 0O H >m u-cp c O +p-+ c =Z.o �s s:� o 0 N . r aL, �c nT�� CC O N p O V •� Uc ;50 p a�E'na�o« W — C1 0 FL OFESS/ - W Q C2 R/ R1-1 Z O - - - - - - - - - — � 36+33. �0LMTAIII RTD_GE DRIV-_ W C65823 z ^ c� co2 50+09;00 � BERKSHIRE ROAD s EXP. 9-30-17 Q '\: M _ ( 5.5' � \ PERIMETER WALL 9� / �� \fit + x + – – 4 I I SEE TRACT 6553 9rF M 37 36 35 M 34 '7T. LIGH ` co cD II ITIS -IN TO �F CALIF �' 00 627X8 ` 33 I- CONDUIT \ EXISTING01 z ao O �! ao a, 0 r7 I STREET IMPROVEMENT PLANS PREVIOUSLY APPROVED AND SIC'NED ON 01/27/2016 rn + r (D 1 + + J PUL �Ox AND CONDUIT PER +� N� +a. `nom `nom �N C.O.B. T-33. pe)O v^ ''�o II II "�O "�M casco I� II`�` /"� po a- n � SEE :SHEET 3�to SEE S -HE -ET 14* mM a_M Wd' md' WIC - � PROVED By: JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/17) DATE CRYSTAL. C A S C �� D E BERKSHIRE LANE ROAD -5—Z.6 LEGEND OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH -____..__ >>-� I II ili II JII SEWER W O --���'Al 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 4'52'52" I 88.09' 1034.00'4.0;'' > +11 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 30.2:x' 1 PROPOSED SEWER MANHOLE J CL Z C`J ��� u- -_-----SD---- --- C,q 13 O3 CONSTRUCT TYPE "A" -- - - - - - - - --- - - - - - - - - - - - - - - - - - - - <U I ,- - - - - D-14 AND D-16 1"m 7- UJ � a — — — CONSTRUCTION BOUNDARY �SAW CU LINE li _ PULL BOX AND CONDUIT PER II TIE-IN TO EXISTING CONDUIT p � C.O.B. STD cY_ uJ PROPOSED CATCH C.O.B. T-33. II W W Q 31 00 32+00 N 00'29'44" E 33+00 34+00 1450.53' 35+00 II 36+00 Permit -SE iai c 14 PROPOSED FIRE HYDRANT + 794.86' PAINT 12" LIMIT LINE USING SIGN PER C.O.B. STD. T-1 co ;n THERMOPLASTIC PAINT PER CALTRANS EXISTING FIRE HYDRANT Z CONSTRUCT RESIDENT 1 STANDARD PTH-02ALKYD FUTURE DEVI::LOPMENT TRACT 13531 �EXISTINC EP O U M 0-6 O 04 ac C In r- 00 O a > > N. ami Ci cm cm 0) o Q Q ui p•:Np `) cD CO n v �'3 0 C p O O 'tF c•°1CU c O t) I'7 x 3 dc...Dpc Cl) Lo 07 rn U1 -o 0O H >m u-cp c O +p-+ c =Z.o �s s:� o 0 N . r aL, �c nT�� CC O N p O V •� Uc ;50 p a�E'na�o« W — C1 0 FL OFESS/ - W Q C2 R/ R1-1 Z O - - - - - - - - - — � 36+33. �0LMTAIII RTD_GE DRIV-_ W C65823 z ^ c� co2 50+09;00 � BERKSHIRE ROAD s EXP. 9-30-17 Q '\: M _ ( 5.5' � \ PERIMETER WALL 9� / �� \fit + x + – – 4 I I SEE TRACT 6553 9rF M 37 36 35 M 34 '7T. LIGH ` co cD II ITIS -IN TO �F CALIF �' 00 627X8 ` 33 I- CONDUIT \ EXISTING01 z ao O �! ao a, 0 r7 I STREET IMPROVEMENT PLANS PREVIOUSLY APPROVED AND SIC'NED ON 01/27/2016 rn + r (D 1 + + J PUL �Ox AND CONDUIT PER +� N� +a. `nom `nom �N C.O.B. T-33. pe)O v^ ''�o II II "�O "�M casco I� II`�` /"� po a- n � SEE :SHEET 3�to SEE S -HE -ET 14* mM a_M Wd' md' WIC - � PROVED By: JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/17) DATE CRYSTAL. C A S C �� D E BERKSHIRE LANE ROAD -5—Z.6 LEGEND OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH -____..__ >>-� PROPOSED SEWER LINE I - 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 4'52'52" C2 88.09' 1034.00'4.0;'' 2O CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 30.2:x' 1 PROPOSED SEWER MANHOLE J CL Z C`J ��� u- -_-----SD---- PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD <U I ,- � cD D-14 AND D-16 Z Cf Z Q O PROPOSED STORM DRAIN MANHOLE p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD cY_ uJ PROPOSED CATCH BASIN j�. ft� ST -13 U Permit -SE iai PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT -� CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 — - _ — RIGHT-OF-WAY -o INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TRACT BOUNDARY �- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 31+00 32+00 - - CURVE TABLE ---._.— CURVE LENGTH RADIUS ..--� - I - 88.09' 1034.00'4.0 5TANGE�NT '' 4'52'52" C2 88.09' 1034.00'4.0;'' 4'52'52" C3 47.36' 1 30.00' 30.2:x' 1 90'26'43" O L - U j J CL Z C`J ��� u- 11' W L I.- I WWLI- p L <U I ,- � cD Z Cf Z Q I (.) --. iu Z o Z �- Z =)W Lij Lu I. - cY_ uJ J co j�. ft� cyi U Permit -SE iai I E 0 co 355 350 (D i F i 0 0 N r- 0 L0 N It 0 u 0 N 0 N FO 31+00 r I mr, to 32+00 MOUNTAIN n INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN HART R1-1 CONSTRUCTION LIMITS F1 I D (* ID IVE APP 01/ED BY. MARIAN P SHAW RCE 32178 (EXP 12/31/1 E) DATE.00, 0 40' 60' 80' 1: 40 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 BEYONCt GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL ='E DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALOI`IG 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 37+00 w d o_ U CURVE TABLE CURVE LENGTH RADIUS DELTA C1 88.09' 1034.00'4.0 5TANGE�NT '' 4'52'52" C2 88.09' 1034.00'4.0;'' 4'52'52" C3 47.36' 1 30.00' 30.2:x' 1 90'26'43" 0 40' 60' 80' 1: 40 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 BEYONCt GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL ='E DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALOI`IG 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 37+00 w d o_ U Z Z�/ w Z O L - U j J CL Z C`J ��� u- 11' W L I.- 0 O w WWLI- p L <U O � cD Z Cf Z Q m (.) --. iu Z o Z �- Z =)W Lij Lu I. - cY_ uJ J co j�. ft� cyi U Permit -SE iai Project Plumber: 20,x250500 File Narie: AMA PR® rM 15.1 )7.10 Dwn. Chkd. DSan YY1,4M.DD Drawirn t No. 57 P4 2 Revisicn Sheet R'13 of 17 € i I I cD C4Rh 1 C5 RADIUS O <of <O TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 47.36 ' O 0 IZ Z 12 <a (LI v + 11 FUTURE DEVELOPMENT Z � i C3 88.09 0 RAW Q TRACT 6553 56+92.75 CL BERKSHIRE ROAD O <O UHUUH U.- WHEELCHAIR RAMP PER CAL TRANS STD. A88A 50+`00.0.0....BERKSHLRE....ROAD SEE Si 41EET 13 �n O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. ................... ...: : PROPOSED ....... ...... 36 + 3 8] M OU IV-TAtN - RtO G€ -ROAD_ _ _. - - ................................ ...... - _._.._._ - _._ ....... - V._..- _ - _... _._ mm _...- _..._.... _........... _........_ - "- a_ ....... �,- ,._W.._ .W._ _..._. _. - _ -- ,! Fl CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD U7 hri x M PROPOSED CATCH BASIN - ........ ST -13 o � 11E PAINT 12'" LIMIT LINE USING 1p 30 30 Of 0'O -..... -_.... ........ ....._ ....... ___. ....... �...... ....... ....... ....... ....... ...... ....... ....... .. . ....... PROPOSED ---- + I THERMOPLASTIC PAINT PER CALTRANS STANDARD LO U� W r) CONSTRUCTION BOUNDARY LU j -` � EXISTING FIRE HYDRANT SPECS. PTH-02ALKYD. TYP � CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 Z L Q pmem 1 it OVEiZL Ay-- U) 50 0 51+00 52+00 h a a 53+00 54+00 55+00 mi 56+00 1 3 ;- N m C L .2'5 O TRACT BOUNDARY H v H m INSTALL 9500 LUMEN S89'03'34"E SAW CUT LINE - 83 :43...,.. . _ _ _ W -............ ........................................ 1.0, U ST LIGHT 0) N - -Seal 3 MATCH EP - ...... - --- -... ................ _ _ „v.,. .......... o 627R3 C) 'n TYP ....... ...... .... . (_.. - EDGE OF EXISTING I-YP .... -.... .� -... " V ........ C3 FIL PAVEMENT liL u3 - Q rn rn O rn R/W o 0 O o ' 1-1 O O in oE 0 0 O 6 0 0 O n 0 c6 �Oj 0 QDD N + + c0 + N00 + + + O 0] W + + N + N + P`) �► d in tl) u7 U) c0 Ln tC) U LO O O J m cD C4Rh 1 C5 RADIUS O <of <O TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 47.36 ' O 0 IZ Z 12 <a (LI v + 11 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. Z � o Q, O In LO C3 88.09 0 ZZ O I� ( Q PROPOSED SEWER MANHOLE O <O UHUUH U.- WHEELCHAIR RAMP PER CAL TRANS STD. A88A D SEE Si 41EET 13 �n O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. ................... ...: : PROPOSED STORM DRAIN MOUNT IN RIDG STD --r-6) , PROPOSED 360 E v rn 0 n 0)O � + O It 10 (0 9 8 nOf LO 7 +of 6 5 4 3 N Of LID LO 14-0 LO O 0� of U � a_ V) W M m � BERKSHIRE LEGEND CURVE TABLE 60' 80' C4Rh 1 C5 RADIUS OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 47.36 PROPOSED SEWER LINE C2 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 1034.00 44.07 n C3 88.09 1034.00 44.07 4'52'52" PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A D 30.00 30,39 �n O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. ................... ...: : PROPOSED STORM DRAIN dy D-14 AND D-16 STD --r-6) , PROPOSED STORM DRAIN MANHOLE Fl CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD U7 hri x M PROPOSED CATCH BASIN 20' 0' 10' Lo � ST -13 o � 11E O 0� 1p 30 30 Of 0'O c .0 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 Jk U� W r) O _ LU q, a >m�—ccs � EXISTING FIRE HYDRANT -- o�2fu � CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 Z L Q IS N yp. 7 rtO+ N p W O! N U) - - — RIGHT-OF-WAY YUJc 0.'(]'_< h a a INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 mi Uc m0.pp 3 N m C L .2'5 O TRACT BOUNDARY H v H m INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 50+00 4- 0 Ln or 51+00 52+00 53+00 54+00 INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCTION LIMITS 55+00 2 C) CURVE TABLE 60' 80' C4Rh 1 C5 RADIUS TANGENT DELTA Cl 47.36 30.00 30,23 90'26'43" C2 Q 1034.00 44.07 n C3 88.09 1034.00 44.07 4'52'52" C4 rn � 29.61 89'15'25" C5 D 30.00 30,39 �n N 00 L0 ADDITIONAL L0 L0 EASEMENT REQUIREMENTS. dy ` «i c0 0 +w 1 + c LO +o- 00 +o- cv 4- U) U7 hri x M LO 0 � 110' 20' 0' 10' Lo � 173 00 LO o � 11E O 0� 1p 30 30 Of 0'O c .0 P-1 i M M UM W to U1* 60 m ca U� W r) ROAD 56+00 57+00 172 c0 O rn + O 0 1 2 171 r, r, o�', o Uri 1 U o Ln N O + (D c0 170 169 FESS/ w C65823 Z rn cc UP. 9-30-17 z s � 1 V 1 -F CALF CURVE TABLE 60' 80' CURVE LENGTH RADIUS TANGENT DELTA Cl 47.36 30.00 30,23 90'26'43" C2 88.09 1034.00 44.07 4'52'52" 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 90'44'35" 56+00 57+00 172 c0 O rn + O 0 1 2 171 r, r, o�', o Uri 1 U o Ln N O + (D c0 170 169 FESS/ w C65823 Z rn cc UP. 9-30-17 z s � 1 V 1 -F CALF 4(- 1, -�c AP DVED ! BY.• JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/17) DATE r� PA I I- I S6 L APPROVED BY.- DANIEL PADILLA DATE NOTES: O 60' 80' U 0 r) AT NATIVE GROUND UNDER 0 ,. v C FLOWLINE. ROADS AND A MINIMUM OF v 0 Nac TO A DEPTH OF 12 INCHES. c V) r- co DEPRESSED 2 `v 0, 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 c Q - n n (J aCppN U N v L N p d ADDITIONAL 0 EASEMENT REQUIREMENTS. dy ` «i c0 ; mv+3�o CL c o CL) o U -I cv 4- U) U7 hri x M N O y v c U-) O) O � 11E U) LU Q O0 c .0 P-1 i V_ 5 y (]� C.0 L V p O N O _ LU q, a >m�—ccs r C) -- o�2fu _W Z L Q IS N yp. 7 rtO+ N p W O! N U) t5 -o c N•�O' YUJc 0.'(]'_< h a 0 c >` ami oa,po�c CL� mi Uc m0.pp 3 N m C L .2'5 O ')F H v H 4(- 1, -�c AP DVED ! BY.• JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/17) DATE r� PA I I- I S6 L APPROVED BY.- DANIEL PADILLA DATE NOTES: 1) 40' 1: 40 ■ 60' 80' 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 Q TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 Z 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 0 EASEMENT REQUIREMENTS. c.a 8 0 9 t© 60+00 61+00 U -I 58+00 59+00 60+00 V I 1 %-$%a 355 350 9 91 0 W Q Q of W z 0 Li Project Number: 204250300 File Nome: AMA. PRB TM 15.07.10 Dw-iChkd. Dscn. YY.MM.DD Drawing No. Revision Sheet 14R DF 17 0 CD Of U Z Q Z 0 -J CL c.a .J Q f� U -I v j J O � 11E U) LU Q O0 > P-1 i (]� C.0 U O _ LU r C) _W LL Q 0 U U) t5 -o Z z YUJc 0.'(]'_< Y CL� mi ')F m N U Permit -Seal Project Number: 204250300 File Nome: AMA. PRB TM 15.07.10 Dw-iChkd. Dscn. YY.MM.DD Drawing No. Revision Sheet 14R DF 17 0 CD Of 360 355 E 0 �Rifll rl to to (D O CD 0 04 CL V) r, ()o 0 4c; ami < 0 0) 0 n (M E c 0 0 U) 0 0 im E cv CL 0 CF) aa '`r F E! 0 TRACT 6478 CD Lr) 0 `V11i 0) to 0 U) Ln M 3c 4, LLJ +oto o Z 62+96.00 4) .......... ... . ki 0 .... ... ....... ............. ...... .............. ....... ....... ......... .. . . ....... - u Cua 0, LLJ > — — - - - -------- SAW CUT t 'i AND MAC .-**-* - ---....... ------------ -- — ----------------------- - ------- if �:-,7—W5 --- --us ..... ...... ....... ....... SAW''C'U'T ....... ....... ....... . ..... . .. ....... ....... ........ ....... .................... .. . . .................. 22 ....... ....... .... ...... ....... --- --- -- ---- - - ... . .. ..... ....... ...... . . . ....... ....... ...... ....... .... = ....... ...... ....... ...... .......... __j jw, . ....... — - - ------- ....... ....... ...... ....... ...... ....... ....... ...... ...... ....... ..... ....... . .. ...... ...... ....... ...... . . . . ...... ...... ........... . ..... ................ . . ... ..... ..... ............ EXISTING EP ....... .. ...... ....... ....... AND MATCH P EXISTING E P(. / M CL < Dw E! CL . .... 20 Q qylx, 41 LL ............ 2.9 9 ........... 70+ 00 --a 0�-V) 0 61- 00 624-00 63+00 64-4 00 6, P, ... ............ . . ........... -- - ----- ...................... -- - ---- - - - ----- --- -- --- ------- -- 68+00 ........... - ...... . ................ ....... -------- ---_ y...-,. --- --- ----- --- - 4L r. 7, '04 EP--... W xx . ........ ........ ........ EXISTING PAVEMENT yp .. .............. . .......... STA: 62+ _[R/W 34' RT. TYP ...... ...... . .. ...... ....... ... ... . - ----- ...... ....... ....... ...... ....... ...... ....... ...... ....... co 7�7 ....... .... - - .... ....... ...... . . . .... ....... .... . . — — — -- f 6 27 R 6 .... ...... ..... ..... . ....... . . ....... ...... ...... ...... ....... ..... ....... . ..... ...... ....... ------- ----- - ... ....... . .... . Kk 0 . . . . . . . . . ....... . . . ...... .... . ...... W 3:0) ....... . . . . . . . . . . . . . . 0 . ... ....... cr ST. LIGHT V) c� W 0 -6 0 C5 Ln f 0 CL cy) 6 CL + < + + LLJ + T . ......... X C'4 627R5 N, CO Nn - 0 D 6.27�T)-- 168 Z .;V Lli CIS Z 20" N V) i< U 169 M 0 31: x < < D ............ .... .... ...................... .. ..... . ..... C) u -i ni < LLJ . . . . . . ............... .. . a...... ........ . . . .......... .. . ............ - - — --------- ............. 'd . . . . . . . . . . . ax s ._....ate K 'LL NER L D eWESS/ W ITTER WAN L ROAD 0 U R T P HAS E 2 PHASE 1 w C6W23 Z M a: EXP. 9-30-17 ;v BERKSHI ROAD 00), LEGEND Z� IV% OF C J It - fic cn CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH PROPOSED SEWER LINE n INSTALL NEW 1 POST STOP SIGN PER cn (D A PE& 8—Y.- 'JOSEPH SHAWN BLANTON R.C.E. No. 6582J (EXP 91JO117) DATE 5.0 WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. CAL TRANS UNIFORM SIGN CHART Rl—1 CO PROPOSED SEWER MANHOLE cn (cn D CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A CONSTRUCTION LIMITS D PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD PROPOSED PAVEMENT IMPROVEMENTS APPROVED BY' DANIEL PADILLA 0 D-14 AND D-16 PROPOSED STORM DRAIN MANHOLE -6 CL 0 40' 60' 80, CL CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD PROPOSED CATCH BASIN ......... . .... . . . .............. ..................................................................... ............................................................. ......................................... 1:4C a a ST -13 !E� PROPOSED FIRE HYDRANT CURVE TABLE NOTES:Im ............ . .............. .......... + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 C U RVE LENGTH NG 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. EXISTING FIRE HYDRANT ............ c ............ ... ......................................... ........................ .................. ........... ........................... ......................................... ROADS AND A MINIMUM OF 1.00 FOOT BEY ND GUTTERS .................................... .... ......................................... ...................... .................. TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 N A C' 4'0 30,:�":'D 48 RIGHT—OF—WAY ... . ......................... .......... . .... .......... . ........................... ......................... . ..... INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. . . .... TRACT BOUNDARY WHERE NOTED AS FLOWLINE STATIONING. INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 0 u - ,U E AP F— PHASE 2PHA8 E 1 O w a LLJ 0) 61+00 62+00 63+00 64+00 65+00 67+00 68+00 69+00 70+00 NEI 355 350 W0,W)v 6.% 231 q�Q Exp - 3(yi-7 -i~kZ or Prosect Number: 204250300 File Name: AMA PRB TM 15.07.10 Dw,l. Chkd. Dsqn. YY.MM.DD Drawing No. Revision Sheet 1 5P, 0'v <7 Z z 0 u- LL CN <—j 0 < LL 0 L iJ- U) Lu < 0 0 LO n, LO< (0 0 Lu od Z u U) - U) o Z Z Y LIJ Q < � Lu Lu P w M Permit -Seal W0,W)v 6.% 231 q�Q Exp - 3(yi-7 -i~kZ or Prosect Number: 204250300 File Name: AMA PRB TM 15.07.10 Dw,l. Chkd. Dsqn. YY.MM.DD Drawing No. Revision Sheet 1 5P, 0'v <7 00 M U Q N �E E 0 �t N rn 3 N 0 0 V) o- i .3 v r` LO L 0 0 N r- 0 u) N 0 N / N U / N 0 N 001 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. W w IL o O N co N N n W lN.. N z W M STRIPING LEGEND ® INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOs. A20A, A20B AND A20D. NUMBEF IN = INDICATES DETAIL NO. ON STANDARD PLAN. LL INSTALL 12" WHITE LIMIT LINE AS SHOWN -4**` INSTALL TYPE IV(R) WHITE ARROM CENTERED IN LANE A,S SHOWN j_ INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN STOP INSTALL WHITE "STOP" LEGEND AS SHOWN ® INSTALL B" WHITE GORE STRIPE AT THIRTY (30) FEET CN CENTER AS SHOWN ON PLAN. SIGN LEGEND Q INSTALL NEW 1 POST SIGN -� SIGN LOCATION + SIGN POST O W O W w W Cr J W w REMOVE AND SALVAGE EXISTING SIGNS a+ a o a 00 a o O 00 O N N (n co (n co C6 V) pp R/W In N o N 0 in W W+ W W p0j 04 04 co PAVEMENT w __Wz LO F- . EXISTING EDGE MOUNTAIN RIDGE DRIVE OF PAVEMENT PAVEMENT 22+00 23+00' 24+00 25+00 26+0C 27+00 MARKING 1 = 4-- --�– ---- -- —I (WHITE) _ /-12'x577' TAPER 0 W Q \\ f. cn .j / R26 CA f EXISTING STRIPING O O J .._... .__.�y- .__.., ...... �.� ..___. _._._ ��i.... ..... .... AVEMENT MARKING 31KE LANE" .............. -- -- 1-17-7 ....- '7-77 RETENTION BASIN i �Oil H L _ LANE STRIPEo ®9 28+00 SIGN LEGEND ABBREVIATIONS TYPE K (CA) - REFLECTIVE MARKER EW EDGE OF WALK OM1 -3 - REFLECTIVE 03JECT MARKER FL FLOWLINE R1-1 - STOP R/W RIGHT OF WAY R3 -5R - RIGHT TURN 0I4LY ARROW R4-7 - KEEP RIGHT R6 -1R - ONE WAY (RICHT) R26(CA) NO PARKING ANY TIME SNS STREET NAME SIGN NOTE: SIGN CODES ARE FEDERAL (_ODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICA-1S CALIFORNIA CODES. N _ --.._......z ARKING WHITE _ c� c� z N = p DET38 cc (A V —f 3n+n 12" CROSS YEI f -- -- -- -- .R ... - •••••••- ....... ........................ 44 43 42 41 i STRIPING PLAN 22+00 - 32+00 MOUNTAIN RIDGE DRIVE (n00 win a W rn+ -.. is S 00'29'44" W io ________________l R26 CA .. .................. R/W 36 35 13 E01 XISTING 40 R1-1� DET22 r� 10 KE LANE STRIPE©9 _ _ �d-.... ------------- -•----••---- ._.-•------------- 1001 EXISTING R1-1 I € I EXISTING w w EDGE OF t o- o_ co : PAVEMENT toEXISTING l i O i+y ........... coL ..._._.... .. a DET22 ; (j MOUNTAIN RIDGE DRIVE 12" CROSS WALK Y(EXIST) 0 :: ( E coM/ z :: %... .......... _. DET22 W 36+00 EXISTING I:DGE w 38 _GORE OF PAVEMENT (WHITE) - \ AVEMENT 0 PAVEMENT MARKING7 MARKING # —� 12" CROSS WALK '=================----=-::: I - - - Yaj-00 7— — — — — -------- - - -------_ ............ _._.............._......._........._..._ 120/ -_ /:• ti` SNS STOF?" EXISTING 12 �:' R1-1 ; 3 EXISTING CURB & GUTTER AND SIDE WALK BERKS IRE ROAD SEE SHEET 17 STRIPING PLAN 32+00 - 36+00 MOUNTAIN RIDGE DRIVE Kfl 0 40' 60' 80' 1:40" --- _-------- ... R/W/ + 37 36 c'h C) MOUNTAIN RIDGE _DRIVE / 32 O U C) K) W _ 31+92.85 o . v PAVEMENT MARKING START TAPER W BIKE LANE" FIL W T --- _-------- ... R/W/ + 37 36 c'h d (5 :ea Q I1- 0 0) I1J C) IlC U „a a� c W U Permit -Seal _J c; o o: v, uJ W C� U) ua Q C; � LO 2: 0 �( Z W 2: cin C1 U Y 3FE5.;�� �. D\'-l�i. RE u. / o�ia IJ12�GI 1 SVG, Q��FEssf�,y t� ,���cK. / tr .� Ib. 65823 q -M 7 Project Number: 204250300 File Name: ACV AJW JRC 07.01.19 Dwn. Chkd. DsOn YY.MM.DD Draining No, ,�-(el!;-05 7 P4 .2 Revi:;lon Sheet 16 of , 7 C) U C) K) o . v c: T +i O N a o v) r 00 0 a4; M M L fn 7 V tD Cfl E 2 N L •o •*' o O O cr) 0 . N � >-, v N U O :wo 7 � CL O ._ l (o (c O p d 0 y O n —y y `vpoo� (0 Ln m O'T x0 L 3 • N 3 U O v O L11"ad co v -p. z -0 O J +v+ -O N c.> C d a ;. C N �N� C C N CL N <_ c mw U ` C2 L d (5 :ea Q I1- 0 0) I1J C) IlC U „a a� c W U Permit -Seal _J c; o o: v, uJ W C� U) ua Q C; � LO 2: 0 �( Z W 2: cin C1 U Y 3FE5.;�� �. D\'-l�i. RE u. / o�ia IJ12�GI 1 SVG, Q��FEssf�,y t� ,���cK. / tr .� Ib. 65823 q -M 7 Project Number: 204250300 File Name: ACV AJW JRC 07.01.19 Dwn. Chkd. DsOn YY.MM.DD Draining No, ,�-(el!;-05 7 P4 .2 Revi:;lon Sheet 16 of , 7 12" CROSS WALK (WHITE) wo-i uj X -j ui x -i uj X -j wx_j a. 0 a. a. CL �+'o 00 fy 00 00 too q q POYER 00 F5 00 f5 00 cn U-) V) CO to V),6,6 V),6,6 V) (6,6 z z DRIVE 04 04 04 C14 EK(S-ri$460 w-) Lu w jo w wUA (L IL r) + ---- — --- + Go 0 LLILa. .. . ...... . ., -- . Z- . ................. - ------ .......................... ...... ...... ........... 0 z Z in LAIA �Iu w - ----- ----- ...... ..... ..... ..... ...... ..... . ...... Ldj 2 + .. ...... ....7. .. ..... ..... ...... . ..... ..... REMOVE EXISTING STRIPING (GRIND) REMOVE EXISTING STRIPING 11 'x9O' BAY TAPER ZWP5 160, vvr. T3T ............. .......................... ............ . .......... ....... ... uj Lu ...... ....... . ...... ......... .................. ........ .......... ............ ................. IRKSHIRE� ROAD— ILL— 0 uj z > 53+00 54+00 -00 -.9 0 �39 GG 1506A"60+00 17 E Rim— I • a 04 ONO.- 0 FLLL LLJ ....... ... —L ...... 9*03'34" W ET 38 N 89*03'34" W Lu U? V) 7,y)lr I V6 < 12" Lu Mn Z cy a �22 Li 0 10 CROSS WALK _0 LO Lu a K-1 R26 CA ui R26 CA FIL LO '. to KI R26 CA uj LO 10 R26 CA MV55+00 (WHITE) R2 R26 CA 59+31 T N < .......... ...... ul ...... r51+40 + Diu) --------- .................... ...... ...... .. . ...... . 0 -- - - ------ - ----- - ------- - - -- .......................................................................................... ............. ............... ------ - - ------------------------------------ - Id- .......................... ......... . .............................. ---------------- - . . ..... ------------- .............. ....... uj 0 ......................... .............. E ,9- 04 r;i (:n C14 V) 0 Ln ul) to 0 0 0 O 0 N 1-1 9 STOP SNR/W ........... ------- R/W.......................... ------- - -------------- N "rLL TIE-IN TO� SN U EXISTING SNS ii TTO[?I Lu STRIPE 179 t fn 11 10 9 M. I 4 3 2 0 171 170 0 40' 60' 80' w0 1:401111111E E E M lei r - V) + EXISTING CURB GUTTER & SIDEWALK cli "* XIS (0 W E :�"N` :R8 TPE. R S-:1DEVV PHASE 2 ALK WAY —PHASE 1 ..... ...... ..... z . .......... ... ....... ...... ..... ...... .......... ..................... .. ... ... . ...... . .. ... ...... ... . ..... ........... ........... ............ I .. ......... ... ........... . . .............. ....... j BERKSHIRE ROAD 62+00 0 63+00 64+00 8 0 ............ ............... .......... ............ ...... ............ ................ ...... ...................................... .......... .......... ..................... ....... .......... ............ ............. ............................ . ............... REMOVE EXISTING DOUBLErf R26 CA Ill S": :R C- K8 t -`NA� K STRIPE CENTER LINE R26(CA, Nr ............ ....... ------------------------------- - - 64+35 ... ..... ...... >h ... ...... ..... ...... ..... ...... ..... ...... f ...... ...... ...... ...... ..... ...... ... I ..... ...... ..... ....................... ---------- ............. ..... .... ....... . ........... ........ ........................................... ............................. .......... R .............. f k NEW CURB GUTTER & SIDEWALK PEER THESE PLANS 169 168 19 8 h, FUTi-ME T L iM`:'T F P + 4 + + 0 > xa\ln &I A 1% LL: LL11 bhk... r . ..... ...... ..... ... . ..... ...... ..... ... ........... ...... --- .... .. ............. .... ..... ..... --------- ........ < :Z STRIPING PLAN 50+00 - 76+00 BERKSHIRE ROAD X ROADSIDE SIGN AND PAVEMENT DELINEATION NOTES ......... ........ ................ ........................ .... ...... R. 2 x: . ......... . .. ... ...... ... .... ... .......... ........... 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 B--- PER STANDARD SPECIFICATINS FOR PUBLIC WORKS CONSTRUCTION (APW,k/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 SEkLED. 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 (,ALTRANS STANDARD SPECIFICATION 8010-21C-19. 9. ALL CONSTRUCTION MATERIALS FOR ROA)SIDE 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 ARE WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERkTIONS 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 - REFLECTIVE OBJECT MARKER R1--1 - STOF R3 -5R - RIGH T TURN ONLY ARROW R3 -6L OPTIONAL MOVEMENT LANE CONTROL R4 -7 KEEF RIGHT R5 -1 DO NOT ENTER R6 -1R N ONE WAY (RIGHT) R213(CA) N NO PARKING ANY TIME SN 3 STREET NAME SIGN NOrE: SIGN CODES ARE ITDERAL CODES UNLESS OTHERWISE INCICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. STRIPING LEGEND_ SIGN LEGENLjF" z INSTALL NEW 1 COST SIGN 7T, SIGN LOCATION 9M INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOs. A20A, A20B AND A20D. NUMBER IN = INDICATES DETAIL NO. ON STANDARD PLAN. INSTALL 12" WHITE LIMIT LINE AS SHOWN INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN INSTALL TYPE II(L) WHITE ARROW CENTERED IN LANE AS SHOWN STOP INSTALL MITE "STOP" LEGEND AS SHOWN C# BIKE LANE SYMBOL PER A24C OF CALTRANS STANDARD 0 DRAWINGS INSTALL 8" WHITE GORE STRIPE AT THIRTY (30) FEET ON CENTER AS SHOWN ON PLAN. ABBREVIATIONS_ EW EDGE OF WALK FL FLOWLINE R/W RIGHT OF WAY Reurelvd.) c*4 Ww(. WNA 0 to O 650 7- Nt OF c Permit -Sea I: E S S; Lu 2 .3ALk ,If Project Number. 20425'030) File Name: ACV AJW JRC 07.01.19 Dw -. (' hkd. Dsqn. YY.MM.DD Dr,Iwing No, L j' - to' -7 PLA 105S Revision Sheet 17 of 17 U Z z L) (L z Qr) 0 -14 u - 0 2:5 z C114 -6:E:5 < L) u- 0 cn w 0 T: LIJ LLj U) < LO u") C) < ,-5 .0 2- 2 X C'. Lu cf) Of LU co cy) M E 0 0 U U c: Q) rD cn 3: co D 0 0 X Cu rD 3: 3: 0 & N70 0 8.0 1Q) > V, QL)) u Do :2 J-- Z S -00 -1 e0 8 0 c 0 n2 0 0 0 c,u) u 0 ...... ........ ........ ........ .. . ... . .. . .. . .. .. . ........ F- V) a .......... .................... ................ ................. .... ......... Permit -Sea I: E S S; Lu 2 .3ALk ,If Project Number. 20425'030) File Name: ACV AJW JRC 07.01.19 Dw -. (' hkd. Dsqn. YY.MM.DD Dr,Iwing No, L j' - to' -7 PLA 105S Revision Sheet 17 of 17 U Z z (L z Qr) 0 u - z C114 < L) u- 0 cn w 0 T: LIJ LLj U) < LO u") C) < ,-5 .0 2- <0 Z z LLJ X C'. Lu cf) Of LU co U Permit -Sea I: E S S; Lu 2 .3ALk ,If Project Number. 20425'030) File Name: ACV AJW JRC 07.01.19 Dw -. (' hkd. Dsqn. YY.MM.DD Dr,Iwing No, L j' - to' -7 PLA 105S Revision Sheet 17 of 17