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Home My WebLink About1.1-6557 Phase 2 RevE a. It LO .71 N N 4M 3 0 0 p N 5- M •3 a i to LO w i 0 0 N r- 0 LO N d• 0 > 0 ,F- 04 0 .J = I If E I I F " w --dm 9-Aki ff . . A.C. P4VING 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 A E A PHA T OF AR 4000 VISCOSITY GRADE PAVING GR D S L , 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 LD NOT BE OLDER THAN SIX 6 MONTHS. THE OTHER B. sHou t) 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 W PREPARED THE DESIGN MAY BE UP TO THREE 3 DESIGN AS ( ) YEARS OLD. THE ASPHALT BINDER IN THE CONCRETE SHALL BE FOUR AND ONE-HALF PERCENT (4.57.) TO FIVE AND EIGHT -TENTHS PERCENT (5.8%) BASED ON THE WEIGHT OF THE DRY AGGREGATE ONLY. THE ASPHALT CONCRETE SHALL BE COMPACTED SO THAT THE VOID RATIO OF THE COMPLETED MIX IS BETWEEN SIX PERCENT (6%) AND EIGHT PERCENT (8%) PAVING JOINTS SHALL MATCH STRIPE LOCATIONS IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES (WITH FOG SEAL COAT ON THE AREAS WHICH HAVE BEEN GROUND). A. REMOVAL AND REPLACEMENT, OR PLACING AN OVERLAY OF ASPHALT CONCRETE, THE METHOD B WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF USED, THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT C. OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED AS NECESSARY TO EXTEND THE AREA GROUND IN EACH LATERAL DIRECTION SO THAT THE LATERAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO THE NEAREST LANE LINE OR PAVEMENT EDGE, AND IN EACH LONGITUDINAL DIRECTION SO THAT THE GRINDING BEGINS AND ENDS AT LINES NORMAL TO THE PAVEMENT CENTERLINE, WITHIN ANY GROUND AREA. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS IN SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. WHERE THE COMPACTED THICKNESS IS 0.15 FEET OR LESS, HALF WIDTH SURFACING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH DAY'S WORK, THE DISTANCE BETWEEN THE ENDS OF ADJACENT SURFACED LANES SHALL NOT BE GREATER THAN CAN BE COMPLETED IN THE FOLLOWING DAY OF NORMAL SURFACING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE, HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS, KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS IS MORE THAN 0.15 FEET, THE CONTRACTOR SHALL SCHEDULE HIS PAVING OPERATIONS SUCH THAT EACH LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF A TRAVELED WAY EACH ,WORK SHIFT. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF THE LAYERS OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN TEN (10) FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE AND ALONG THE EXPOSED LONGITUDINAL EDGES BETWEEN ADJACENT LANES, HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORM FEATHERS TO FACILITATE THE REMOVAL OF THE FEATHERS WHEN PAVING OPERATIONS RESUME. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO EXISTING PAVEMENT SURFACES BEYOND THE LIMITS OF CONSTRUCTION. A PRIME COAT WILL NOT BE REQUIRED ON SUBGRADE PRIOR TO PLACEMENT OF ASPHALT . CONCRETE. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. AT ROAD CONNECTORS AND PRIVATE DRIVES, SHOWN ON PLANS AND AS DIRECTED BY THE ENGINEER, ADDITIONAL ASPHALT CONCRETE SURFACING MATERIAL SHALL BE PLACED AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE COMPACTION AFTER ROLLING SHALL BE NINETY-FIVE PERCENT (95%) OF THE DENSITY OBTAINED WITH THE CALIFORNIA KNEADING COMPACTOR PER CALIFORNIA TEST 304. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED (CA). (CA) INDICATES CALIFORNIA CODES S TREE T IMPRO VEMEN T PLANS TRA C T NOR 6557 PHASE 2 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 PERCENT92 9 % 0 . THE CONTRACTOR WILL BE ADVISED THAT t ) HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS, OR PROCEDURES, OR BOTH, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADINGI 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 ANDVE FOR MANHOLES CO RS 0 MA HOL S 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 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 0. G. O.G. TO BE COMPACTED TO 90% RELATIVE DENSITY PER C.O.B. STD ST -9. 4. INSTALL STANDARD MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD DRAWING ST -13 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B STD T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B STD T-1 INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY IN ACCORDANCE WITH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN 6. INSTALL TYPE "B" CURB AND GUTTER PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5' SIDEWALK FROM FACE OF CURB ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL #3 X PULL BOX FOR STREET LIGHTS AT P.G.&E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. INSTALL HANDICAP RAMPS PER CALTRANS A88A. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/" BELOW PAVEMENT GRADE. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION AT 1-800-227-2500. 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-1 SHALL BE LOCATED WITHIN SIDEWALK 5" FROM BACK. 14. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LIGHT FOR EVERY 10 INSTALLED TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PPE -FORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT. SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. �" PHASE 2 PHASE 7 ....... . . ...... ..: ...............:..:::. _....-.- - - : �,_ _. :1111, : - - - - -...,--,.-. . I/ BERKSHIRE ROAD BERKSHIRE ROAD I SHEET 14 & 17 ,:: .. :....:...,,................ „ SHEET 15 & 17 ::..::::.:....,,.,,.... .....,......,...:..,.,,,.,, :..::::.... "I...,... ..... _...... ,: ..........:........... .. ...:.:.......,.,,... . ,: .... G ...,.:...,....., LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LO v, h LOT ; :k 169 k , # $ .� < : 12 11 10 9 8 7 6 5 4 3 2 1 173 172 171 170 168 r r `'{» < is } `, ,. : •: ;. .. , CRYSTAL CASCADE LANE f r a " , Q LOT f # I € w < f I : > SHEET 3 O 167 f ::::.,:.., z fr # £ :; >: <. ... :.:: f .,: Y :- `. j Y..: :;. 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LOT is N:: -::.-. . ff LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT m 147.: ' `# 142 N::::N::::.:..3: F 98 97 9fi 95 94 93 92 91 90 89 .,,.::; > : - I _ MA� ,.' w ,0 LOT LOT :.. :; . f o 43 LOT 14fi >: :, i. :. _................ » °� 143 :.:> .:. D BLACK PEARL COURT LOT � 86 ♦ • k LOT SHEET 6ii•�/ //<:%f/<: :: LOT / :.v.,:....,....:.......::.....,..:», » z W 44 /. ..... .... :.. Q = r LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 144 : I- I N i I ,..:. # z 4 � Q 74 75 76 77 78 79 80 81 82 83 LOT 85 LOT :. *1J,.'--_,:! ' . z ;w i . } I 84 145 :. ,: : : : t < o I- I- Iil .....I ......... ..... il z w w.., ,_ ,:.,,._...:....,,,. ;:, = LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT ,o ...., o m 73 72 71 70 69 68 67 66 65 64 63 62 61 60 } i' z TWINKLE LANE Q TWINKLE LANE ;.,. SHEET 9 " ./,:c, i,: ..:.:..... ,....:: ......,..: a SHEET 9/ ::.y ' W N LOT LOT LOT LOT LOT LOT w LOT LOT LOT LOT LOT LOT LOT LOT LOT:.1 { 45 4fi 47 48 49 50 a w 51 52 53 54 55 56 57 58 59 .:.::.»::.....:....,.......::.::m::.::. w w ! . Jin mINDEX MAP : ,r, 16. PRIOR TO THE START OF PHASE CONSTRUCTION, THE CITY CONTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEASE 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661)326-3049 (3.6.40 COB STD) 17. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 18. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS, AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY ON ACCORDANCE WITH ASTM D-1557 19. COMPACTION TEST NOTE- COMPACTION TESTS SHALL BE THE RESPONISBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SHEET INDEX t COVER SHEET ,Q QR2 DETAILS/ CROSS SECTIONS CRYSTAL CASCADE LANE 4 CLARION CHANNEL LANE � 5 RIVULET RUN COURT 6 BLACK PEARL COURT 7 TORRENT WAY S LUSTROUS LANE &RUSHING BROOK ROAD 9 TWINKLE LANE 10 BURNISHED BRONZE DRIVE 11 COBBLE CREEK WAY & GLISTEN WAY � 1212 MOUNTAIN RIDGE DRIVE , AL4 ��_ !3Y' JoSF.PH SKAWu BCA 8Y' 49,01U,. RAp<<lA 1 MOUNTAIN RIDGE DRIVE 14 BERKSHIRE ROAD 15 BERKSHIRE ROAD MOUNTAIN, RIDGE DRIVE SIGNAGE-` AND STRfPING 17 BERKSHIRE- C�OAD4StGNAGE AND STRIP,IN . .t ' „,v ; 4: Zyk� r ;t 0 SCALE 1" = 200' PANAMA LN TRACT PF� -r_ 6557 ::..:::::.::.::::.... lj_p BERKSHIRE RD Q Qc 1 % 2 a �e ff �j♦ 4vi a o Z I to HOSKING RD McCUTCHEN RD VICINITY MAP ABBREVIATIONSLEGEND OF 11 TC TOP OF CURB TW TOP OF WALL ELEV. FL FLOWLINE ELEV. NTS NOT TO SCALE TGF RA TOP 0 G TE CB CATCH BASIN GB GRADE BREAK AC ASPHALTIC CONCRETE FG FINISH GRADE AB AGGREGATE BASE RG ROUGH GRADE CONC CONCRETE FS FINISH SURFACE CY CUBIC YARDS INV INVERT OF PIPE ELEV ELEVATION FP FINISH PAD ELEV. MIN MINIMUM BC R BEGIN CURB RETURN MAX MAXIMUM ECR END CURB RETURN RD ROOF DRAIN EP EDGE OF PAVEMENT TYP TYPICAL ACD ASPHALT CONCRETE DIKE NOR NORMAL DEP. DEPRESSION STA. STATION NO. NUMBER j CENTERLINE NAP NOT A PART STD. STANDARD ... ``""`""""`"'.•:- EXIST. CONTOUR 1W Permit -Seal _73 o 2'' I - SHEET FLOW RATE � CENTERLINE c � RIGHT OF WAY � 11 TOP OF POND '> 7- Lu BOTTOM OF POND > PERIMETER WALL C2 BELCH MARK USED BASIS OF BEARING HANDICAP RAMP CHISLED SQUARE ON TOP OF EAST CURB AT THE WEST LINE OF PARCEL "A" OF PARCEL MAP ICALTRANS STANDARD A88A MID BLOCK OF PHASE 1 OF BURNISHED WAIVER NO. 12-0378 AS PER CERTIFICATE OF BRONZE DRIVE. COMPLIANCE RECORDED DECEMBER 27, 2012 AS ELEV. ="355.58 USGS DATUM DOCUMENT NO. 000212188514, O.R. BEARING <-V REF: TRACT NO. 6557 - PHASE 1 STREET NORTH 00'11'52" EAST. SAID PARCEL "A" LYING PLANS WITHIN THE SOUTHEAST QUARTER OF SECTION 27 TOWNSHIP 30 SOUTH, RANGE 27 EAST. M.D.M. PRIVATE ENGINEER'S NOTICE OWNER/SUBDIVIDER ENGIINEER TO CONTRACTORS LENNAR HOMES OF CALIFORNIA, INC. STANTEC CONSULTING INC. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON 8080 N PALM, #110 5500 MING AVENUE SUITE 300 THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR FRESNO, CA 93711 BAKERSFIELD, CA 93309 KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. LIST OF ESTIMATED MATERIALS UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES CONSTRUCTION. 1-800-227-2600. . I I1- 15.16 D4rE ITEM QUANTITY UNIT INTERIOR STREET PAVEMENT 3.630 TONS INTERIOR AGG. BASE 3,600 CY. INTERIOR SUBGRADE PREP 8.960 CY. EXTERIOR STREET PAVEMENT 2,450 TONS EXTERIOR AGG. BASE 1,450 CY. EXTERIOR SUBGRADE PREP 4,100 CY. TYPE B CURB AND GUTTER 15,200 LF. 4.5' WIDE INTERIOR SIDEWALK 4" THICK 12,500 LF. DRIVEWAYS 173 EA. STREET NAME SIGNS 23 EA. HANDICAP RAMPS 21 EA. STOP SIGN 3 EA. 5800 LUMEN STREET LIGHT 25 EA. 9500 LUMEN STREET LIGHT 4 EA. MONUMENT ENCASEMENT 17 EA. MEDIAN CURB 0 LF SAWCUTTING 2800 LF REMOVE EXISTING PAVEMENT 5,600 SF 6.0' WIDE EXTERIOR SIDEWALK 4" THICK 2,700 LF LENGTH OF STREETS LOCAL STREETS 6,425 LF MAJOR STREETS 2,700 LF i ,V111 -- z 91 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH COUNTY OF KERN ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR OTHER, VIOLATIONS OF' THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE COUNTY ENGINEER. / ( _ /("__� APPROVED BY: PRESTON BRITTIAN RCE NO. 25525 EXP. 12/31/15 1DATE APPROVED BY: Ai i Z"71 i ke NICOLAS FIDLER RCE NO. 61069 EXP. 12/31 16 DATE PUBLIC WORKS DIRECTOR REVIEWED BY: I -- eA - z0f(e 01 ASSISTANT PUBLIC WORKS DIRECTOR DATE REVIEWED BY: �L...._ I / L cf / //,v 1RAFFIC ENGINEER DATE 0 C. o ,° v c cu �.w M = O N 0 v 0 o c cn r- 00 0 . 2z 03 j �j �`00 �y0 o-= to 0 U (0 O E •-`v o O Q M n u �covai v U 01 r r N Fa .41 0 9 co co ..r o I '3 c &Z 4 i O C0 Co .p w v, j .0 a c o N O cn 1c�� cu O � n . x 3 o�vv vz L c : -v c 0.2 -,-000 0��02voi- 00�-0� >ch@__a, 01_ L c �Z�41 Lop Ns ate` v+ a� Lo- •� » s ' ;t. ; c ai �, -v y ::;..:;:% O V . ;:. •:c.:s; U c m Q..; o ;:. +#l: ,: _.... I a) to 11 _.'.....:. voF �vI ►2 0 0 M -6 a. a a m ISI !ISI Im W ,& � A L_.1 Z 0. M v Q z 0� "z 0) � M I U) Z -., N 0 � Q` 'A1 kzl 0 ►2 0 0 M -6 a. a a m ISI !ISI Im Q 4, CIOa� ' �� CD M Lu N .2 25 (I i- cpi CIV1- ��Q r: SOF CA1-W Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Drawing No./ , Revision Sheet of 17 A Z 0. � a- Q z 0� U) Z -., 0 J C- N J U �- W W U) $7 2La U- 0 2_ wCIL n wE_ 2 ,� - 0L U W � a` Itz 0 Z 0 w Qw Z o Z W VI).�l ,�z F- U c% w w Z r -L Lu G _J O �- (/ ) �_ t (1) U )�'' 1W Permit -Seal _73 o I \41 j � �- c � Q � '> 7- Lu 1 > ? C2 1-1 Q 4, CIOa� ' �� CD M Lu N .2 25 (I i- cpi CIV1- ��Q r: SOF CA1-W Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Drawing No./ , Revision Sheet of 17 Z Q z 0� U) Z 0 J C- N J U �- W W U) U- 0 2_ wCIL wE_ 2 W 0L U W � _ 0 Z 0 w Qw Z o Z W W W F- U c% w w r -L Lu G _J O �- (/ ) 9 I- < m (1) U Permit -Seal Q 4, CIOa� ' �� CD M Lu N .2 25 (I i- cpi CIV1- ��Q r: SOF CA1-W Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Drawing No./ , Revision Sheet of 17 C) Cl cs 0) c 04 0 c n r*_ 00 to PS cnR ly _w 1.1 F7-1 3.0' S ca 1 000ll 1® 60' r W ca, - < C4 a. < Ce Z 0 0 to co E STREET R/W 0) 0) 0- =3 R W 0 .1 — — 0 R Wit:.8.0' ® 2.0' PEDESTRIAN a fir A? (0 Co., to co CULDESAC- EASEMENT i I _1D !g cz c� c) IV C. 6.0' SIDEWALK cl c v 0 CVJLDLSAC SAWCUT LIN 4&0' 3t s E! CD m 31: d 5.0' *4.0' FROM STATION 27+37 TO 33+68 cn R/W 06 SID uli 1/2* UP MIN. GRIND & OVERLAY SIDEWALK 4 0z 34.0' 6.0 SIDEWALK b 5.0% 3.0 5 3.102 TACK COAT & 0.20' MIN. AC THICKNESS tao 0 APPROX. LIMIT OF GRIND v PROPOSED �—DRIVEWAY A -jZ2 0 a MAX.BLOCK: WALL APPROACH PER 18.01 /S,\,. -w 35% 1-570 MIN. C.O.B. 'SM. ST -4 -CURB SOIL PREPARATION PER -0 st -s NOTES: 2X C.O.B. STANDARDS GUTTER To 1.670 / \\, 1 1 scnRG i I/ < CL EXI. . . . . . . . . 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATIONS. U.C: 0 H, 10 EXISTING- 6" TYPE *B" CURB AND 2. THICKNESS OF APRONS AND SIDEWALK BETWEEN APRON AND DRIVEWAY SHALL BE 6" OF CONCRETE. 9 on EXISTING AC (.,.6" TYPE 'W CURB AND GUTTER 5.5' SIDEWALK. ..GUTTER W/ 5.5' SIDEWALK. SECTION 3. CONCRETE SHALL BE CLASS 3. ADE LINE MIN TO 95,we MAX 11= 6.0 COMPACT 6 4. NO COLORING SHALL BE ADDED. SCALE: NONE R—VALUE= 30 W7 DENSITY UNDER SIDEWALK 0, ASPHALT CONCRETE PAVEMENT CURB AND GUTTER TYP. PROVIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE R/W. 55 CRUSHED AGGREG NATURAL GROUND`ZaffiLLZ2_"-_� IF CURB AND GUTTER ARE POURED SEPARATE OF APRON THEN DOWELS ARE REQUIRED AT BACK OF CURB. 3" IN CURB* AND 9" IN CENTER OF APRON, 0. 0 .0. rAC�`I�J.. ... ...... . ... ........ F_ _ _ W_ _ _._ _ _u► s -------- ------- ------------------- .. . ...... ...... . ....... __ ___. _:. _ _w:___._ _____ _ __I LOL_____ -.N t-vo-OLLE C -T-0 R ------ �_ DE --- _-GNP-_---- ST*k - n+43.51. STA: 31+92.w --- --- ml rm _._____ _________ _____�___ __ _______ ___ _____ __.____ _ _ ____ __________� _ ..____ _ _____ ____ _.___ _ _ _ ___ _ ___.___ _ ____.__ N.T.S. UNOBSTRUCTED PEDESTRIAN WALKWAY PFR A.D.A. SAWCUT 1' FROM EDGE Cj eL 48' OF EXISTING E.P. PL NARIES 34 R/W 6 2.51 5.5 PROPOSED 6 Am MIN. J. 4X MAX. —BLOCK WALL OX MIN. (7)P) 2% ES LL- ........ .... ..... . GRADE LIN 6* TYPE "B" CURB AND GUTTER W/ 5.5- SIDEWALK. 71= 6.0 1l= OMPACT 60 MIN TO 95% MAX R—VALUE= 62 ASPHALT CONCRETE PAVEMENT DENSITY UNDER SIDEWALK 0.55CRUSHED AGGREGATE BASE CURB AND GUTTER TYP. NATURAL GROUND BERKSHIRE-" 'ROAD STREET SECTION (COLLECTOR 2 STA. 55+96.00 - STA: 62+97.00 N.T.S. C/L C-%AIAI^i 1r I lLlf- I 2' PEDESTRIAN EASEMENT TO �-'BE DEDICATED WITH FINAL MAP 4,5 S;w SEE C.O.B. DWG.# S-33 '-----SEE DETAIL* -1 r THIS DRAWING. 2' PEDESTRIAN EASEMENT TO (TYPICAL) BE DEDICATED WITH FINAL MAP DETAIL "T" LOTSAROUND -CUL=DEmS 99, 01 SEE DETAIL "1* THIS DRAWING (TYPICAL) ASC aR KNUCKLE (D 0-4 R WV) Gi0 WW 360 355 WE Q 0 dw* ej LO 0 v, 3 tM p 355 cn o: i �3 v n to to 350 CL J O ZO L- U O ��,, N GOO J 00 Q '''i o h- N u7 ,Zn �w 0 ©N 17.5' 17.5' 06 o6 12 w o -1 TYP. TYP. ++ ctw N �'- 11 w � � M 109 8 CD 0) N 0 � U 0 3.1 0 Q 0 0 u- u- _ a_ 0_ O N) LO NI O S S 0 Qj ± 00 r- TYP C C w 1 ST. LIGHT O +n I 11+00 f 12+00 627X7 10+00:- .............. S �� MSS SS SS 0 co 0 0 rn LO � r- + + ++ N N O O N 00 0 N 13 � r 0 14 + 15 16 17 O U O � N 10+00.00 CRYSTAL CASCADE LANE LEGEND VA 5 0 N � It tet- O d - U 0) "O p Pn in LO FL 3+00 NW4810811W 14+00 I 15+00 SS T >": 725.40' SS -ST. LIGHT SS SS 627X6 FL w It r � >- � � n a rn 0 � V- �. j -c'4( j CV I 0 18 19 , 20 21 22 17.5 17.5 TYP. TYP. 17+25.40 CRYSTAL CASCADE LANE 12+80.21 RUSHING BROOK ROAD SEE SHEET 8 RUSHING BROOK ROAD 00 -j O-! O -i OJ O_! NJ d'0 �0 �0 ( I I L0 C) L0"'� o �OR o t- 00 O I U d- co . (0 (0 �N r� X30 130 � r" �N +N 10 20 0 10 _V- rn it I co 2 m w m w 172 � 0 1 m 0) C_i CO I 173 I� rn N LO R /W c+o 00 wo - - G�` TYP o --�_ 6' M o LI H 3 2 � N .. 3 o`fi27X5`........................... 16+00 1 0 1026.30' -f- S TYP r.. SS oN 3 3 ON LO M w 5' . _. 0. 0 R/W N n 724(41 N LO c+o 00 30, 30, 16 N 00 0) 00 r- ,o O�- 10' 20' 20' 10 �O O�- 23 ori ori u'i L6 r 16 2 � �� I I ±� �� `- x NOO `-00 `-00 I I `-00 V-00 �00 m0 UO UO UCO UO m0 UN M wit' Qld- wN UN SEE SHEET 8 RUSHING BROOK ROAD CRYSTAL CASCADE LAN:5 NOTES: in 000 0 r. CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH "` "" w"N »r~ PROPOSED SEWER LINE o 5.0 WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 197.06' rn ON 268049'50" O N r +� rn 44°24'55" PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A LO 0 CC 20.00' CD U N d' 20.00' PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD C7 PROPOSED STORM DRAIN MANHOLE 20.00' D-14 AND D-16 C8 27.13' =' 14.29' 44024'55" p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD �� PROPOSED CATCH BASIN 27.13' ST -13 14.29' 44°24'55" PROPOSED FIRE HYDRANT INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 Q E- W I-- U u W a- Jc-k EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 J U (/) I- 00 a� - - RIGHT-OF-WAY -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 Permit -Seal TRACT BOUNDARY -�- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 10+00 11+00 12+00 13+00 14+00 17+25.40 CRYSTAL CASCADE LANE 12+80.21 RUSHING BROOK ROAD SEE SHEET 8 RUSHING BROOK ROAD 00 -j O-! O -i OJ O_! NJ d'0 �0 �0 ( I I L0 C) L0"'� o �OR o t- 00 O I U d- co . (0 (0 �N r� X30 130 � r" �N +N 10 20 0 10 _V- rn it I co 2 m w m w 172 � 0 1 m 0) C_i CO I 173 I� rn N LO R /W c+o 00 wo - - G�` TYP o --�_ 6' M o LI H 3 2 � N .. 3 o`fi27X5`........................... 16+00 1 0 1026.30' -f- S TYP r.. SS oN 3 3 ON LO M w 5' . _. 0. 0 R/W N n 724(41 N LO c+o 00 30, 30, 16 N 00 0) 00 r- ,o O�- 10' 20' 20' 10 �O O�- 23 ori ori u'i L6 r 16 2 � �� I I ±� �� `- x NOO `-00 `-00 I I `-00 V-00 �00 m0 UO UO UCO UO m0 UN M wit' Qld- wN UN SEE SHEET 8 RUSHING BROOK ROAD CRYSTAL CASCADE LAN:5 NOTES: in 000 0 r. L�'19+00 I 20+00 S1300.89SS SS 6 co 00 rM O 0 40' 60' 80' 1:400NNN ,d J CURVE LENGTH RADIUS � o 1 ai 197.06' rn ON 268049'50" O N r +� rn 44°24'55" 0 00 35.00' M O U u-170 LO 0 CC 20.00' CD U N d' 20.00' 90°00'00" D_ J 20.00' 20.00' 90000'00" C7 31.42' d - 20.00' 90°00'00" C8 27.13' 35.00' 14.29' 44024'55" C9 197.06' 42.00' 42.87' 268049'50" C10 27.13' L�'19+00 I 20+00 S1300.89SS SS 6 co 00 rM O 0 40' 60' 80' 1:400NNN ST. LIGHT 627X4 167 2090 166 CURVE TABLE CURVE LENGTH RADIUS TANGENT d- LO �p O 197.06' rn o 268049'50" 64 + N r +� rn 44°24'55" OO 27.13' 35.00' 14.29' O U C4 o CC 20.00' CD N Ci 31.42' ST. LIGHT 627X4 167 2090 166 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. 15+00 16+00 17+00 18+00 19+00 20+00 355 350 355 350 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 197.06' 42.00' 42.87' 268049'50" C2 27.13' 35.00' 14.29' 44°24'55" C3 27.13' 35.00' 14.29' 4402455" C4 31.42' 20.00' 20.00' 90°00'00" C5 31.42' 20.00' 20.00' 90°00'00" C6 31.42' 20.00' 20.00' 90000'00" C7 31.42' 20.00' 20.00' 90°00'00" C8 27.13' 35.00' 14.29' 44024'55" C9 197.06' 42.00' 42.87' 268049'50" C10 27.13' 35.00' 14.29' 44°24'55" 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 15+00 16+00 17+00 18+00 19+00 20+00 355 350 355 350 U z <l z I= z O Q 0- CV � U z <z� W LL W2 _ W SOL 0 Q� Q U O VSO o Q E- W I-- U u W a- z W 1-� W J U (/) I- 00 a� U Permit -Seal Civ,t �FOF CA�1F�2� Project Number: 204250300 File Name: AMA PRB TM 15.07.10 own. Chkd. Dsan. YY.MM.DD Drawing No. 1-1-65,61P4Z Revision Sheet 3 of 17 O 0 -j 14* 10+00.00 q- CLARION CHANNEL LANE 0.0 0 28+39.49 TORRENT WAY w 0 + 6 0 V- +c*4 V- V- 17.5' 17.5 35 u- -j TYP. fyp.- 00 0 0) > r-� M AA %.V Lj- 33 0 32 (.0 31 (0 30 (0 29 (0 28 27 (0 26 (0 25 160 (0 + 0 0% ul 0 w 0 0 0 0 0 0 0 5 Jr T- T - 041 N 0) u) r0) LO CIS! N 5 + + + + + + + + + to R/W On ^0 - TYP 1 C2 A N u FL C:) ST. LIGHT2 TY/ c*q 'D 12 + 0 0 SD 46.06 S. 11 + 0 0 15+00 �-`D S0627W7---.--16+00 17+00 8 N89*48'0 - - ---------- 627W6 FL LIGHT - -- - - -- ------- SIS T.' • M C-41 0) IOC (.0 (0 14-o il >- 3: a L0 00 + + + + + + 37V- V- N N -041 +q- -N 1 Ir- V- T- r N T- N U) SEE SHEET 8 WITH 0 RUSHING BROOK ----',';5D— 103 (0-i 0 to —i ROAD 0 0-i 0 co -j 0 *0 (60 0 0 �6 N 0 q (61q (0 0 to 00 0 - +0 0 C-4 +0 to '0' +0 W -4- +0 (0 04 '0 > M DRIVEWAY PER C.O.B. STD. ST -4 u in M LO o o uo -N 30 1-1-1 30' 7 2292535" INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TORRENT 35.00' 9+00 M 11+0 Lu 10', 202.06' 20.1. :20' 1 M Q 0 ui U-) to AA %.V Lj- 33 0 32 (.0 31 (0 30 (0 29 (0 28 27 (0 26 (0 25 160 (0 + 0 0% ul 0 w 0 0 0 0 0 0 0 5 Jr T- T - 041 N 0) u) r0) LO CIS! N 5 + + + + + + + + + to R/W On ^0 - TYP 1 C2 A N u FL C:) ST. LIGHT2 TY/ c*q 'D 12 + 0 0 SD 46.06 S. 11 + 0 0 15+00 �-`D S0627W7---.--16+00 17+00 8 N89*48'0 - - ---------- 627W6 FL LIGHT - -- - - -- ------- SIS T.' • M C-41 0) IOC (.0 (0 14-o il >- 3: a L0 00 + + + + + + 37V- V- N N -041 +q- -N 1 Ir- V- T- r N T- N U) TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 0 FL 08+93.11 V) w ----',';5D— 103 0 0 104 0 A88A 0 CONSTRUCT TYPE "A" 0 + PRC FL 08+89.00 0 C4 22625'35" U -i LO no GB ot 30, 0: C)000 0 to TRACT BOUNDARY 31.42' 10' 20:- -*20' 10' L + '0 > M DRIVEWAY PER C.O.B. STD. ST -4 u in M LO o o uo -N INSTALL 5800 LUMEN SEE SHEET 7 2292535" INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TORRENT 35.00' 9+00 10+00 11+0 SAY 202.06' 134'51'11" < LEGEND OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH PROPOSED SEWER 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. ----',';5D— (D CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD A D-14 AND D-16 22625'35" EXISTING FIRE HYDRANT no CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD 35.00' ST -13 TRACT BOUNDARY 31.42' + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 13+00 C5 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 20.00' 90000'00" C6 INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 6.94' 2292535" INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 35.00' 35.00' 9+00 10+00 11+0 105 w1a 107 108 109 110 17.5' 17.5' TYP. TYP. a a V 112 16+46.06 Y- CLARION CHANNEL LANE 10+00.00 CE RUSHING BROOK ROAD CLARION CHAI�NEL LANE 14+00 15+00 (D 0) 0i 113 (0 -j w u� C-4 (D 0 c; 19+66.96 CLARION CHANNEL LANE (0 c� 00 + N 00 +00 18+40.00 BURNISHED BRONZE DRIVE U J M u- 0 159 to 158 to tz 157 + 156 0 0 0) 0 1/55 + + 00 00 r. — — i I N4 b— /I N /F -C:) 320.89' 18+00 04 19+00 ,SST. LIGHT 04 0 627W8 L__y ------------ y V T , �P 114 154 0 00 T- + 00 II V- 153 115 0) co 116 5 w PRC + V— 0) 0) lotIt— w Ix + cy) 0) 30 30' 0 M 0 V— 0 0 20: 20' 10 + M 0,M10 0 Lci 0 (N V— I- uj U) Fol �► il~ SEE SHEET 10 BURNISHED BRONZE DRIVE 661093 (eXP 119,0117 4111�1 - �;O- • 0 40' 60' 80 g)e.- / IARIA41 Aug 94E. 32176 AAXP W91116 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 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 0+77.96 365 19M 355 360 355 C) C3 tCD o CD 0 N L 00 r- 00 0 ' r- r- 75 4, cna < Cy) 0 Iu 0 0) o(0j 4) r>,-=, ra) G 40-5 a) CO (0 Cc CL C) v? mca;vc cu c) to 6,0 ul V1 16- (n U) M 0) U2 3x: -Cc: -0 -,w 0 0 4- o a) -e "-0 IS d-10, 0 M 0- cc ° LO c wo *0 E �I WIL1111 PROPOSED SEWER LINE ...... PROPOSED SEWER MANHOLE ----',';5D— PROPOSED STORM DRAIN 197.70' PROPOSED STORM DRAIN MANHOLE 134*51'11 PROPOSED CATCH BASIN A PROPOSED FIRE HYDRANT 22625'35" EXISTING FIRE HYDRANT 54.98' RIGHT-OF-WAY 35.00' . ..... ....... TRACT BOUNDARY 31.42' 20.00' 12+00 13+00 14+00 15+00 (D 0) 0i 113 (0 -j w u� C-4 (D 0 c; 19+66.96 CLARION CHANNEL LANE (0 c� 00 + N 00 +00 18+40.00 BURNISHED BRONZE DRIVE U J M u- 0 159 to 158 to tz 157 + 156 0 0 0) 0 1/55 + + 00 00 r. — — i I N4 b— /I N /F -C:) 320.89' 18+00 04 19+00 ,SST. LIGHT 04 0 627W8 L__y ------------ y V T , �P 114 154 0 00 T- + 00 II V- 153 115 0) co 116 5 w PRC + V— 0) 0) lotIt— w Ix + cy) 0) 30 30' 0 M 0 V— 0 0 20: 20' 10 + M 0,M10 0 Lci 0 (N V— I- uj U) Fol �► il~ SEE SHEET 10 BURNISHED BRONZE DRIVE 661093 (eXP 119,0117 4111�1 - �;O- • 0 40' 60' 80 g)e.- / IARIA41 Aug 94E. 32176 AAXP W91116 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 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 0+77.96 365 19M 355 360 355 C) C3 tCD o CD 0 N L 00 r- 00 0 ' r- r- 75 4, cna < Cy) 0 Iu 0 0) o(0j 4) r>,-=, ra) G 40-5 a) CO (0 Cc CL C) v? mca;vc cu c) to 6,0 ul V1 16- (n U) M 0) U2 3x: -Cc: -0 -,w 0 0 4- o a) -e "-0 IS d-10, 0 M 0- cc ° LO c wo *0 E �I WIL1111 CURVE TABLE <--. CURVE LENGTH RADIUS TANGENT. DELTA C1 197.70' 84.00' 202.06' 134*51'11 C2 13.70' 35.00' 6.94' 22625'35" C3 54.98' 35.00' 35.00' 90000'00" C4 31.42' 20.00' 20.00' 90000'00" C5 31.42' 20.00' 20.00' 90000'00" C6 13.70' 35.00' 6.94' 2292535" C7 54.98' 35.00' 35.00' 90*00'00" C8 197.70' 1 84.00' 202.06' 134'51'11" 14+00 15+00 (D 0) 0i 113 (0 -j w u� C-4 (D 0 c; 19+66.96 CLARION CHANNEL LANE (0 c� 00 + N 00 +00 18+40.00 BURNISHED BRONZE DRIVE U J M u- 0 159 to 158 to tz 157 + 156 0 0 0) 0 1/55 + + 00 00 r. — — i I N4 b— /I N /F -C:) 320.89' 18+00 04 19+00 ,SST. LIGHT 04 0 627W8 L__y ------------ y V T , �P 114 154 0 00 T- + 00 II V- 153 115 0) co 116 5 w PRC + V— 0) 0) lotIt— w Ix + cy) 0) 30 30' 0 M 0 V— 0 0 20: 20' 10 + M 0,M10 0 Lci 0 (N V— I- uj U) Fol �► il~ SEE SHEET 10 BURNISHED BRONZE DRIVE 661093 (eXP 119,0117 4111�1 - �;O- • 0 40' 60' 80 g)e.- / IARIA41 Aug 94E. 32176 AAXP W91116 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 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 0+77.96 365 19M 355 360 355 C) C3 tCD o CD 0 N L 00 r- 00 0 ' r- r- 75 4, cna < Cy) 0 Iu 0 0) o(0j 4) r>,-=, ra) G 40-5 a) CO (0 Cc CL C) v? mca;vc cu c) to 6,0 ul V1 16- (n U) M 0) U2 3x: -Cc: -0 -,w 0 0 4- o a) -e "-0 IS d-10, 0 M 0- cc ° LO c wo *0 E �I WIL1111 ,e!3�E$SloA, 0. civil - OF C Project Number: 204250300 File Name: 0 0 CD cn M 0 co AMA PRB TM 15.07.10 Dwn. Chkd. Dsqn. YY.MM.DD Drawing No./o —65,5 7 P142 Revision Sheet 4 of 17 U <--. , z , z w U) z 0 < J! LL Lu 0- -J! < 0 Z 1-- JW uj cy)LL < 0 —j2 Lu L13 -r CL (n Lu z > ZO r..- U-) < 72 0 < =: U-) to r Um wZ—z 11 w < 0 Ucnzww W �. � � of w 0 cn Q C5 Permit -Seal ,e!3�E$SloA, 0. civil - OF C Project Number: 204250300 File Name: 0 0 CD cn M 0 co AMA PRB TM 15.07.10 Dwn. Chkd. Dsqn. YY.MM.DD Drawing No./o —65,5 7 P142 Revision Sheet 4 of 17 365 510111 mg E o_ 0 365 to rn rn 3 to 0 360 i- o: i �3 v -v r to to 355 L J 128 Q 0 ST. LIGHT .0 627W9 10+00.00 (�- RIVULET RUN COURT 125 O 7 to R/W + _ 10 0011 +00 `FL HP FL 09+28.23 NORTH HP FL 09+28.23 SOUTH ...rv. , , w.., x.............,... v.:........, ., .,.v..,. xw....,, 129 �� ... ... _.... TYP --- 00 00 ��`P� C �� ha = oi °° R /� 1 -cd- ,- + N O GOQel �� 0 0 ao 131 -j r 132 r 133 130 i 0 0 �o Ud 0- W N 114 =10a,r. O1 � 00J PROPOSED SEWER LINE N L O 127 (.o0 7 197.06' 126 0 N u7 ++ 1- J V- U W 35.00' `"`"' U MANHOLE O J LL - a 44024'55" C4 _ 20.00' 20.00' 00 + C5 N mm PROPOSED STORM 125 O 7 to R/W + _ 10 0011 +00 `FL HP FL 09+28.23 NORTH HP FL 09+28.23 SOUTH ...rv. , , w.., x.............,... v.:........, ., .,.v..,. xw....,, 129 �� ... ... _.... TYP --- 00 00 ��`P� C �� ha = oi °° R /� 1 -cd- ,- + N O GOQel �� 0 0 ao 131 -j r 132 r 133 130 i 0 0 �o Ud 0- W N 114 =10a,r. O1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH `� V `` - "" "" " PROPOSED SEWER LINE RADIUS 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 197.06' 42.00' 42.87' 268°49'50" C2 27.13' 35.00' `"`"' PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 44024'55" C4 31.42' 20.00' 20.00' 90°00'00" C5 N mm PROPOSED STORM DRAIN (D CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD PROPOSED PROPOSED STORM MANHOLE D-14 AND D-16 `$`.' DRAIN Rol CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD PROPOSED CATCH BASIN ST -13 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 - - RIGHT-OF-WAY -cam- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TRACT BOUNDARY -Q- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 9+00 10+00 11+00 V 17 fn 00 124 123 122 17.5' 17.5' T 121 r ; 120 119 118 YP. TYP. m U O OO O O O O � w w I1 O c0 N O N oo d- O N N C-0 rn 0i ro d- u7 w O n o ao1 ST. LIGHT 12+00 S 89°48'08" E �+00 01 14+00 662.70' 627X2 15+00 >. <i x.,,, ..,.nN.:.:.:: ST.:"LIGHT ..................................... ":> w......w.: SS ..,a..:.:.k ::.�::::.,:::.,:::m.�., :: ;,,.....,.r,.,.,.,,r.,,..:...,..r:.:.v.... h,..w..v..kv....,. v o N 627X1 wFL K)in 0 00 00 00 00 00 00 0 0 N coo o 1 0 0 N N rj C14 N) 0 N (N Ci Cj 134 135 136 137 138 17.5' 17.5' 139 TYP. TYP. RIVULET RUN COURT .m SEE SHEET 10 BURNISHED BRONZE DRIVE LoJ IO VO NO dN-C) �+ N + CN 30 30' 151 110' 20' 1 20' 10' N m W = X O m N U J 117 M + — — I *5-f 150 G TYP 3 D2 f 5' 1 149 • • ` • •i • �� • 148xq 00 00M c*4 SEE SHEET 10 BURNISHED BRONZE DRIVE A 00 W D Z cr0 x F- m J D 0 >_ xV) L--), z 0 r,m c/Nf\ C-> (/ 0 c0 0 0 0 40' 60' 80' 1:40MW0NM� 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. 12+00 13+00 14+00 15+00 16+00 17+00 365 355 365 360 355 D _ U 01 ° v C cN O 00 `o 00 a M °o°ss cn aa,U co c0 E U ¢ -v ievsoo t71 s- e- N :;.r - CL + N d O r 3c� N cm ° ' a is O nx 3 01 ° c U) V) m a) t L2 3 v+L•",cai'- > N o6'v.2c moo= -o s n.�, .n v w v+ a� c� �.. � to "v ++ A N OC ° (D E 0 ' =- o t- €sem= cn v t -.v c 0 0 U Z Q Z to Z O u- O.. N J W U W < UL- 2_ O 'jam w 00 �i Q O Z W� _ O o W H z u- Z �WU W LU a� U Permit -Seal � p E S S/©;� <c, w No. M W FCivil- OF CA1-W Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Drawing No./ /- a 557 P4 2% Revision Sheet 5 of 17 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 197.06' 42.00' 42.87' 268°49'50" C2 27.13' 35.00' 14.29' 44°24'55" C3 27.13' 35.00' 14.29' 44024'55" C4 31.42' 20.00' 20.00' 90°00'00" C5 31.42' 1 20.00' 1 20.00' 1 90°00'00" .m SEE SHEET 10 BURNISHED BRONZE DRIVE LoJ IO VO NO dN-C) �+ N + CN 30 30' 151 110' 20' 1 20' 10' N m W = X O m N U J 117 M + — — I *5-f 150 G TYP 3 D2 f 5' 1 149 • • ` • •i • �� • 148xq 00 00M c*4 SEE SHEET 10 BURNISHED BRONZE DRIVE A 00 W D Z cr0 x F- m J D 0 >_ xV) L--), z 0 r,m c/Nf\ C-> (/ 0 c0 0 0 0 40' 60' 80' 1:40MW0NM� 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. 12+00 13+00 14+00 15+00 16+00 17+00 365 355 365 360 355 D _ U 01 ° v C cN O 00 `o 00 a M °o°ss cn aa,U co c0 E U ¢ -v ievsoo t71 s- e- N :;.r - CL + N d O r 3c� N cm ° ' a is O nx 3 01 ° c U) V) m a) t L2 3 v+L•",cai'- > N o6'v.2c moo= -o s n.�, .n v w v+ a� c� �.. � to "v ++ A N OC ° (D E 0 ' =- o t- €sem= cn v t -.v c 0 0 U Z Q Z to Z O u- O.. N J W U W < UL- 2_ O 'jam w 00 �i Q O Z W� _ O o W H z u- Z �WU W LU a� U Permit -Seal � p E S S/©;� <c, w No. M W FCivil- OF CA1-W Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Drawing No./ /- a 557 P4 2% Revision Sheet 5 of 17 360 355 350 E im.re. CD 355 Of 5- Im C LO LO (0 350 0 0 0 to IN 1q* 0 SEE SHEET 7 TORRENT 0 _j C5 0 m"_ 0"w"TAYO 04 Y 30 30 + d+0 C:) + 0 0 N 0 CN 0 ' 20"1 46 10 120' z _J UJ Cri 97 96 cr- Ix F 0 LO < cr- M W c*4 :3 C-4 0- M F-: 5 0 0 0i 0i M LO 98 5 + + 0 rD + 45 0 04 0 C14 L^C) J 0 YP A + 0 0 20 04 3 10+ 0.0 - 11+00 ..... . . ....... -0 44 '0 0 0 0 0 0) ai 0) u') 5' 0 o 74 c) 01 0 30[1 15 1. 30 6 c*4 10'--20:- _L20 DO +x +x 0 0 C! V" 00 M 1.4- WN t I I I SEE SHEET 7 TORRENT WAY LEGEND W, 0 0 0; 95 94 17.5' 17.5, TYP. TYP. 0 3.0 0 3: e"% P -N 12+00 S 89*48'08" E Mr w.w S LIG.HT ---------- ;� 627W1 0 91 0 Me 0 0 0 0 0i 0) r- 04 _041 CN N + + R + + + N A ------N 4 '\-FL ST. LIGHT 13+00 14+00 666.95' 5+00 627W2 'SS TYR FL L0 0C) 0 0 0 0 0 0 0 0 0) \\- 0 tei ) 31: a 0' 6 R/W ) U-); 6 r C141 _041 rw) L0 04 04 T_ It- 76 77 78 BLACK OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH CURVE PROPOSED SEWER LINE DELTA 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 20.00' 20.00' 90*00'00" C2 31.42' 20.00' 20.00' 90*00'00" ... PROPOSED SEWER MANHOLE CDCONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 42.00' 42.87' 268049'50" C5 27.13' 35.00' 14.29' 44°24'55" 1 (L 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 no CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD PROPOSED CATCH BASIN ST -13 PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.0 B. STD. T-1 I jc( EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 RIGHT—OF—WAY INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TRACT BOUNDARY INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 9+00 10+00 11+00 12+00 wi (__)j 17.5' 17.5' 'TYP. I TYP.' WO -to 81 82 COURT NOTES: 0 to _j On 7 0 + to 0 89 (+0 88 16+66.95 BLACK PEARL L0 Cb U- M + c� (0 87 �0 _j U- 4;c/ / I g 16+00 50 ..ST. LIGHT n,-. 627W3 A CURVE TABLE LO 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 197.06' 42.00' 42.87' 268049'50" C5 27.13' 35.00' 14.29' 44°24'55" 1 NOTES: 0 to _j On 7 0 + to 0 89 (+0 88 16+66.95 BLACK PEARL L0 Cb U- M + c� (0 87 �0 _j U- 4;c/ / I g 16+00 50 ..ST. LIGHT n,-. 627W3 A 10 C.0.8 MAP p'E: 2' PA EENT 86 HIP FL 17+38.72 NORTH A�• 0 40' 60' 80' 1:400 0 N N M I E E E N HIP FL 17+38.72 SOUTH 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 13+00 14+00 15+00 16+00 17+00 360 355 350 wfoeff 355 350 CD CV CL a r- M 0 CL c=210:4�) E 0 0 0 :01 Ow co (0 0 CL w CD 0 cq g C-0 cu 5 >i 3: 0 0.2 c� U-) L? -0 0) 5 cn -0 U) u IS P.03 0" U) > In ( 5 D= v.22 wz0,. mwozomoo— vNr- -6.4 2 AiQac ICA > zz; W, r 0 C O _._ 0 N 0 49 ...... Ve'� RK, E =t6 O=V) =0 F- CIO An Lu No. 2 5 M M C I V i It. - OF CALF Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. I./--&557)Pj4Z Revision Sheet 6 of 17 LO CF) T_ C5+ "It (c) o + U- + ',0- 0 83 o 0 dN Of MI (L 10 C.0.8 MAP p'E: 2' PA EENT 86 HIP FL 17+38.72 NORTH A�• 0 40' 60' 80' 1:400 0 N N M I E E E N HIP FL 17+38.72 SOUTH 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 13+00 14+00 15+00 16+00 17+00 360 355 350 wfoeff 355 350 CD CV CL a r- M 0 CL c=210:4�) E 0 0 0 :01 Ow co (0 0 CL w CD 0 cq g C-0 cu 5 >i 3: 0 0.2 c� U-) L? -0 0) 5 cn -0 U) u IS P.03 0" U) > In ( 5 D= v.22 wz0,. mwozomoo— vNr- -6.4 2 AiQac ICA > zz; W, r 0 C O _._ 0 N 0 49 ...... Ve'� RK, E =t6 O=V) =0 F- CIO An Lu No. 2 5 M M C I V i It. - OF CALF Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. I./--&557)Pj4Z Revision Sheet 6 of 17 SEE TRACT 6387 LOOKING GLASS aFwmwy LANE 0 z UJ M 00 _(_0 a_! // `� -- u') 19+99.49 q TORRENT WAY SEE 3 OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 10+00.00 � TWINKLE LANE SEWER LINE ......... ... 3 3 W _J V_ 0 0 LO (+ 0 C5 0 0 il� 20'1 120" 1 RETENTION 0 0 N o 60 ' BASIN LO + Cq 110' _30' 30-'_ LJz R m - 0) U) 0) r, 0 Cq 0 CD L_ _r 0) + N SEE SHEET 9 + x 6 '0 0 > < F- Z (-) 0 �_x <a- M y TWINKLE Ld IN 0: ":� 00 FIRE HYDRANT a: q Q 0 M CA W 0: q u 0 millt 0 'STX cS . __19+00 ......... 11 ......... SS .................................... 20+00 ............. S ............. :.;2 E .. ......... . . ......................................... ... Tdn 89.7 2 5' .............ST... LIGHT......,. i- ry U3 ry T 627U8 ry ...... .... ...... ...... ... 5 1110 5 W I— W. 22+79.49 � TORRENT WAY 10+00.00 q BLACK PEARL COURT 17.5' 1 17.5' TYP. TYP. Ir- C�00 \4N 04 r,� 1 43 42 N N (N 00 N LO + + + ej 0 J to TYP A_\_FL 'f 4 ............................ Lor SS .... .... 2 0 ............ SS ....... .................. SS ..........22+00......... ............. 23+OOS SSN00'11'p2-E .......... S Z' ..... 606.-51 .......... I•01P . ... ..... ..... a ............ ST...LIGHT ............ ............... D .................. . . 2 6271.19 ---------- 5 tK 0 0) 4573 SEE 3 OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH < 0)0 0 z SEWER LINE ......... ... 3 3 W _J V_ z + 20.00' U -i 0 00 q0 il� 20'1 120" 1 N O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88 A X +0 60 ' 09 C 3 0) 0) 110' _30' 30-'_ LJz R m - 0) U) 0) r, 6 'p 0) CD L_ _r 0) + N SEE SHEET 9 + x 6 '0 + x 6 ^0 < F- Z (-) 0 �_x <a- O 00 0:0 0 C5 1 04 TWINKLE N x� 00 IN 0: ":� 00 FIRE HYDRANT a: q Q 0 M CA W 0: q u 0 millt W Cq > 0 0) 'd -Or EXISTING FIRE HYDRANT LANE CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 x M COURT -0 1� 00 C", 0: 0-0 RIGHT-OF-WAY Ca W x INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 04 .... .................................... 2 +00 ................. 314.S -S . . ....................................... c .28+00................. ...... 0) CURVE TABLE SEE 3 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. W _J V_ 74 W _J (0 _J 20.00' U -i 0 00 q0 98 N O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88 A 10' - 2e,_, 1- 20'-0 +0 60 ' +0+0 L01, U-) C14 0) 0)I 110' _30' 30-'_ 0) O3 . CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 0i PO M LO 60 I 0i an 0i Ir- M + N + NSEE Aft SHEET + N + rnNo '0 PROPOSED CATCH BASIN N'ON'b ST -13 A, N FIRE HYDRANT a: q Q 0 0: q 00 BLACK PEARL 0: q u 0 0:0 0 C; Lx M (N 0) 'd -Or EXISTING FIRE HYDRANT W N CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 x '0 C! COURT -0 1� 00 C", 0: LEGEND CURVE TABLE SEE SHEET OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH TANGENT PROPOSED SEWER LINE 31.42' 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST 3. W _J W -, 00 + W _J (0 _J 20.00' U -i 0 00 q0 PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88 A +0 +0 60 ' +0+0 L01, U-) C14 20.00' __SD— PROPOSED STORM DRAIN O3 . CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD cr PROPOSED MANHOLE x x D-14 AND D-16 M W STORM DRAIN M W 40 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD CL LUSTROUS PROPOSED CATCH BASIN R/W ST -13 A, PROPOSED FIRE HYDRANT + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 LO + 0- CO M 36 Lx + 0) 'd -Or EXISTING FIRE HYDRANT tK CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 x '0 C! 4 co + -0 1� 00 C", 0: 0-0 RIGHT-OF-WAY Ca r- 0 Mmt INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 04 .... .................................... 2 +00 ................. 314.S -S . . ....................................... c .28+00................. ...... ....... TRACT BOUNDARY 4 INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 CONSTRUCTION LIMITS 19+00 20+00 21+00 22+00 ST. LIG ........ 25+0 .... 627W4;S .................. 4_ Sr% 2 7-'.S LO S ........................................... 26+00.......... SD CURVE TABLE SEE SHEET 8 RADIUS TANGENT LUSTROUS 10+00.00 31.42' CLARION CHANNEL LANE W _J W -, 00 + W _J (0 _J 20.00' U -i 0 00 q0 ui 0 0. LANE 0 0 U -j 0 4 q to 0. 20.00' +0 +0 60 ' +0+0 L01, U-) C14 20.00' N 04 of C*4 04 17-5'1 cr x • x x -e 41 M W WAY M W 40 �0 T_ + CL LUSTROUS LANE O' 38 R/W ST. LIG ........ 25+0 .... 627W4;S .................. 4_ Sr% 2 7-'.S LO S ........................................... 26+00.......... SD 101 CD R/W It CURVE TABLE 28+39.49 W i TORRENT WAY RADIUS TANGENT DELTA 10+00.00 31.42' CLARION CHANNEL LANE 20.00' 90"00'00" 00 + 0) _J 0 20.00' 0) 99 -C,41 1.4- C14 N -C-41 C14 LO C14 20.00' 0i wi C14 31.42' 20.00' + 0 p., 04 100 + Z r�_ 37 117.5' 17-5'1 20.00' 04 ITYP. _fy-p- _. 1 20.00' 25+25.16 (- TORRENT WAY 54.98' 11+92.44 CL LUSTROUS LANE O' 38 101 CD R/W It 23+00 CURVE TABLE 28+39.49 W i TORRENT WAY RADIUS TANGENT DELTA 10+00.00 31.42' CLARION CHANNEL LANE 20.00' 90"00'00" C2 0) _J 0 20.00' 0) 90000'00" 103 31.42' 20.00' 20.00' to 01-%MoC�a.- C14 31.42' 20.00' + 0 p., 04 90900'00" + Z r�_ 37 31.42' FL 29+30.50 20.00' 04 0) C14 Im 'cc 20.00' 20.00' 0) M 54.98' _J 0 d: uJ . z(n PRC FL 29+50.49 39 O' 38 13.70' 35.00' cr- 0 it LL 22*25'35" C9 (0 00 84.00' LO + 0- CO M 36 Lx + 0) 'd -Or 0i V_ + tK x '0 C! 4 co + -0 1� 00 C", 0: 0-0 U- (n Ca r- 0 Mmt 35 04 .... .................................... 2 +00 ................. 314.S -S . . ....................................... c .28+00................. ...... F- 4-- 0 D CN 4 1 — _0* ......................... ST. LIGHT --< ..... .. 627W5 CN 23+00 CURVE TABLE W i LENGTH RADIUS TANGENT DELTA C1 31.42' 5 34 20.00' 90"00'00" C2 31.42' 20.00' 0) (0 102 + 90000'00" 103 31.42' 20.00' 20.00' 90*00'00" C14 31.42' 20.00' 20.00' 90900'00" C5 31.42' FL 29+30.50 20.00' 90000'00" 0) 31.42' 20.00' 20.00' 0) C7 54.98' 35.00' PRC FL 29+50.49 90000'00" C8 13.70' 35.00' 6.94' 22*25'35" C9 197.70' 84.00' 202.06' 134051"11 " 00 +x 0) 'd -Or 0i V_ + SEE SHEET 4 x '0 C! 4 co + -0 1� 00 C", 0: '0 6CLARION CHANNEL U- (n 00 CnIN r- 0 Mmt 0 ui W to L 23+00 24+00 25+00 ,8y.' 511,4V114- .Bm,xtrotil R.e.'E. ,No - 6 5,9Z3 (Sxp. ARTS APMOY&D SK' IWA-C u V, �fAV/,067 3Z17b 65�P- !2/3/1/6 -) NOTES: 0 40' 60' 80' 1:40M M E N 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. 26+00 27+00 28+00 355 360 355 350 CD CU CD 0 Cq C V) r- 00 0 E 0) 0) 0 Q 0 C> 0 20 0 6 0= 0 R_ 0 0 Zo W 2 1 u) COCU CL 4_0 0 cc - C C:, CD cn Co C5 3: U-) in ul Cn 0) U2 11': ov 0 0 h-% Q ai 0 0 C,-0 0 -- > �c 2 : � oc r- 40, u 21, _,av 0 c, i -0 0U > -0 Wr 0 > a.Li - M ow2o' V) C3 r- in u 0 ow -5 5� -cn 5 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 90"00'00" C2 31.42' 20.00' 20.00' 90000'00" C3 31.42' 20.00' 20.00' 90*00'00" C4 31.42' 20.00' 20.00' 90900'00" C5 31.42' 20.00' 20.00' 90000'00" C6 31.42' 20.00' 20.00' 90000'00" C7 54.98' 35.00' 35.00' 90000'00" C8 13.70' 35.00' 6.94' 22*25'35" C9 197.70' 84.00' 202.06' 134051"11 " 24+00 25+00 ,8y.' 511,4V114- .Bm,xtrotil R.e.'E. ,No - 6 5,9Z3 (Sxp. ARTS APMOY&D SK' IWA-C u V, �fAV/,067 3Z17b 65�P- !2/3/1/6 -) NOTES: 0 40' 60' 80' 1:40M M E N 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. 26+00 27+00 28+00 355 360 355 350 CD CU CD 0 Cq C V) r- 00 0 E 0) 0) 0 Q 0 C> 0 20 0 6 0= 0 R_ 0 0 Zo W 2 1 u) COCU CL 4_0 0 cc - C C:, CD cn Co C5 3: U-) in ul Cn 0) U2 11': ov 0 0 h-% Q ai 0 0 C,-0 0 -- > �c 2 : � oc r- 40, u 21, _,av 0 c, i -0 0U > -0 Wr 0 > a.Li - M ow2o' V) C3 r- in u 0 ow -5 5� -cn 5 E S .25 5 rn (p tt--M C►V11- OF C 1-W Project Number: 204250300 File Name: U) AMA PRB TM 15.07.10 Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. - 6657 Age Revision Sheet 7 of 17 0 Z <e, Z W z 0 < _J UL C\11 _J < 0 W uJ (/J < LL 0 2_r WCL w>- > 0 F114U-)- 0 -0 r OwZ < W U- (n z 0 z Z WW W 13� w.ff Ile a_ uJ 0 F_ F- < M L) Permit -Seal E S .25 5 rn (p tt--M C►V11- OF C 1-W Project Number: 204250300 File Name: U) AMA PRB TM 15.07.10 Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. - 6657 Age Revision Sheet 7 of 17 .................. SEE SHEET 19 MOUNTAIN RIDGE SEE SHEET 7 LEGEND DRIVE TORRENT WAI NJ to -j ,4- -j 'I- -j '0- -j CURB AND GUTTER PER C.O.B. STD. ST -1 WITH I 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 10 N V7 00 0* N0 0 0 in c� N 0 d r- O M A88A O3 + 0 + d + 0 LO 0 C14 V- '14 C Z 2 IN. M V) W LEGEND DRIVE TORRENT WAI NJ to -j ,4- -j 'I- -j '0- -j CURB AND GUTTER PER C.O.B. STD. ST -1 WITH I 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 10 N V7 00 0* N0 0 0 in c� N 0 d r- CONSTRUCT CASE "A" 3 30,1, A88A O3 + 0 + d + 0 LO 0 C14 V- + C) + c*4 V- N T- 110' C 1: 20: I J :20' 1-11 10' +0 C%4 N'* M V) W Rl- LO 3 ST -13 x 0 cr- x 40 0 w c1c 0 IN 1, cr �- 101 C-4 M W R/W M TY 100 TYP; 100 2 Ld Ljj STREET LIGHT PER C.O.B. STD. ST -14 M / A,,, . � -o 04 3 5 z oil 4c JQ Z L.LJ X OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 01< 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 0-i 0 O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A O3 CONSTRUCT TYPE "A" C14 C z z D-14 AND D-16 +0 C%4 N'* M V) W Rl- LO 3 ST -13 x 0 1 0+.W '10+*' + IN 1, 11 +-- 0 S89.48 E 9 2.44TS cr �- cr- p T YP( L(C:-4) 011 TY 100 TYP; 100 2 Ld Ljj STREET LIGHT PER C.O.B. STD. ST -14 Di -,-, -o 04 3 STREET LIGHT PER C.O.B. STD. ST -14 z oil 4c JQ Z L.LJ X 9+00 -0 11+00 20.00' (f) z V) 0- < D 00 F- C9 31.42' 00(0NN 04 0 W zZ < N + 0 Ito + 20.00' 90'00'00" C11 V) 0 M 29.61' 89*15'25" C12 v4p (5 F- 0 V) 0 - Z 00 F- 30.39' 90044'35" 14- R/W c� 30 30' -j cr (n �- 0 13- �F-WZ 41 + 10' 20 120f 10' C,499 0(o W '000 0 0. Ix LO 51 V11 d od + + z W M Iq 0 c r- 0 c*4 0 N 0 0 V-0 5 llzz� 000 V-- c*4 < a- to old W N M c; 0104 0000 M N W4- I z W u- -6 Z ry UJ F- UJ F- U) 0 W oLLJ SEE SHEET 19 _j SEE SHEET 7 MOUNTAIN RIDGE TORRENT WAY DRIVE Permit OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 01< 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 0-i 0 O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD z z D-14 AND D-16 +0 C%4 N'* M ro-1 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD F- ST -13 x 0 0 + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 cr �- cr- p CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 V ) D Lil INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 JL4 90900'00" INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 20.00' co Ir- 9+00 10+00 11+00 SEE SHEET 0 < uj z CLARION CHANNEL 01< 0-i 0 0-i 0 cr- 0 (=5,0 LJ >- 0 LLJ z < < 0 cr. z z -j +0 C%4 N'* M < -r V)Z F- 00 x 0 0 UJ cr- z z cr �- cr- p 3:0 V) X V ) D Lil =) 12 < JL4 90900'00" o, -j 0 11 20.00' co Ir- 0 cz)j 31.42' 20.00' 20.00' 90*00'00" C9 31.42' 00(0NN c 90000'00" U-) C-4 + 0 Ito + 20.00' 90'00'00" C11 co SEE SHEET 4 _j LANE CLARION CHANNEL LANE 0-i 0 0-i 0 cr- 0 (=5,0 C31"0 -0 6-0 olc� 0 1* 0 -0 n + b + C5 +o CIS! +0 C%4 N'* +0 gid- 5u 3c T- di 130' 30' 91 +6 c*4 -d- +(n C-4 -*4' 10 1 x 0 cr- 0 PROPOSED M W V- HYDRANT 25 F-, M Lil 10, L 26'1 20' 10 I- - a. - 0 --F1 T - I - M 0 uj R/W M 12+80.21 q RUSHING BROOK ROAD V1-7+25.40 q CRYSTAL CASCADE LANE SEE SHEET 3 CRYSTAL CASCADE SEE SHEET 14 00 _j LANE 14, BERKSHIRE 00 x x NI -0 1. 1 V- N _j T- N _j LANE 14, 10 RADIUS ROAD cr- 0 6 ,-t d 00 W10 -0 6-0 olc� d C*4. -0 (010 0 -0 n 0= X M V) +o CIS! +0 C%4 N'* +0 gid- 5u 3c T- di +0 to %- +6 c*4 -d- +(n C-4 -*4' CATCH cr- 31.42' PROPOSED FIRE HYDRANT 90000'00" V- HYDRANT 13.5' z M M Lil 10, L 26'1 20' 10 I- - a. - 0 --F1 T - I - M 0 uj R/W M 90900'00" 34' V) :3 31.42' 24 LO CNN s V - %W Yl --N ^ U') 0 �rn .Typ 0 Nlo10. S l1 +00 -S 12+00 -. w SD SD -280.21' SD0 6X2 S D SD . 0 04 112 SD LO GAO 0 0 113 0 0 0 0 1611, I-V N 20 101 14, b RADIUS c� cr- 0 00 11 All I M, old SEE SHEET 4 MANHOLE CLARION CHANNEL L41,1,E STORM -SS- PROPOSED SEWER LINE n INSTALL NEW 1 POST STOP SIGN PER LENGTH RADIUS TANGENT CAL TRANS UNIFORM SIGN CHART R1-1 ci PROPOSED SEWER MANHOLE ""D PROPOSED STORM DRAIN 20.00' PROPOSED STORM DRAIN MANHOLE 30.00' PROPOSED CATCH BASIN 31.42' PROPOSED FIRE HYDRANT 90000'00" EXISTING FIRE HYDRANT 20.00' 20.00' RIGHT-OF-WAY C6 31.42' 20.00' TRACT BOUNDARY 90900'00" 121", 1 13+00 10+00 11+00 R/W 161 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA ci 47.28' 30.00' 30.16' 90*17'52" C2 31.42' 20.00' 20.00' 90000'00" C3 46.97' 30.00' 29.84' 89*42'08" C4 31.42' 20.00' 20.00' 90000'00" C5 31.42' 20.00' 20.00' 90000'00" C6 31.42' 20.00' 20.00' 90900'00" C7 31.42' 20.00' 20.00' 90*00'00" C8 31.42' 20.00' 20.00' 90*00'00" C9 31.42' 20.00' 20.00' 90000'00" clo 31.42' 20.00' 20.00' 90'00'00" C11 46.73' 30.00' 29.61' 89*15'25" C12 47.51' 30.00' 30.39' 90044'35" 10+00 11+00 R/W 161 V- 1W N 04 04 cIq 0 0 d0 0LO u') 1* (0 0 N n +W +W + of + cc + ix +W 04 04 W) rn 141 lot b b 5 '0 '0 ",-0 -o, 13.5' 34' ir O Ix OcxiO cr- O Ix O x n , MIN UJI to UCO 00 00 00 0000 1q, M'O' LU C*4 MIN UJI f or i, SEE SHEET 3 SEE SHEET 14 .CRYSTAL CASCADE BERKSHIRE LANE ROAD 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. 12+00 13+00 14+00 15+00 WW 350 360 355 350 3 LO Lo JX + co CO x ww C14 cn (0 0i LO (0 04 P + 51 0 1,3 +00 13+00 9 C'4 469.69 14+00 4 A rTYP 189.489- b PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 3 3 CALTRANS STANDARD SPECS. PTH 02ALKYD R1- • 0 W R/W ',I� V- 1W N 04 04 cIq 0 0 d0 0LO u') 1* (0 0 N n +W +W + of + cc + ix +W 04 04 W) rn 141 lot b b 5 '0 '0 ",-0 -o, 13.5' 34' ir O Ix OcxiO cr- O Ix O x n , MIN UJI to UCO 00 00 00 0000 1q, M'O' LU C*4 MIN UJI f or i, SEE SHEET 3 SEE SHEET 14 .CRYSTAL CASCADE BERKSHIRE LANE ROAD 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. 12+00 13+00 14+00 15+00 WW 350 360 355 350 CD M uj No. 25 rn Civil - OF CAL.W Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Drawing No. &667 P4 Revision Sheet 8 of 17 • 0 W Z ',I� 0 -0 cj) z Z 0 U- z 13- �F-WZ 04 u- UJ Q0 0�EE > a- r*--_ w 2 z 0 <W U-) LO 0 J CL C/) � (0 0 =) 0 z W u- -6 Z ry UJ F- UJ F- U) 0 W oLLJ Z Lu cr- D F- 9 �e < _j -j (0 F- F-5 Permit -Seal CD M uj No. 25 rn Civil - OF CAL.W Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Drawing No. &667 P4 Revision Sheet 8 of 17 Z Q TORRENT 0 J 0 -J 1 —� 110 20 O 48 + 10' 20' 20' 10' LO NI NI +� V_ J O N d o d 0 pj O TYP. I TYP. U0j TORRENT d UO WN CO 0 VN WAY WAY uJ JW PROPOSED STORM DRAIN © A 01-- 00 OON 22 ON W D-14 AND D-16 Lu p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD �� PROPOSED CATCH BASIN 2 Lu ST -13 � I W PROPOSED FIRE HYDRANT O INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT Z J CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 U z � - - 30' 30 INSTALL 5800 LUMEN '- LL. `- Z `' w Z o TRACT BOUNDARY -�- INSTALL 9500 LUMEN 17.5' 17.5' CONSTRUCTION LIMITS 10+00 11+00 12+00 10' 20' 20' 10' m WTYP. N Permit -Seal TYP. o O 4M d- 5' 0 cfl co (06 o co 3 p co cfl 0i Orn 3 5' 73 N 72 co 71 O 70 N I N I 69 68 N O 0 M N N LO .— .— r + + .— + N Cj + N Cj + M + d - V e— a— I C t= N CO 0 / V 10+00rk SD U- 4SS� �o > w 5' Oz I M J FL ------------ 11 +00 _______---------------- 12+00....- 12+00_--/70L ___ ______ 313+00 --------------------------- 14+00----.�_.�_.�_M_ TYP �" SS SS 8 S TYP SS I r 1 0 (00 O O N \-R/W r; n 30 30 45 + O 110 20 O 48 + 10' 20' 20' 10' LO NI NI +� V_ I HE O N 10 �— • + SEE TRACT 6387-0 + O� �- o N o co N TYP. I TYP. U0j TORRENT d UO WN CO 0 VN WAY WAY ^ w mmtl .._.m_. ..... 9 46 67 TYP 14+71.15 � TWINKLE LANE 12+80.00 (j COBBLE CREEK WAY co 00 � o 66 06 65 N 64 00 d+- U-) c+0 Lo15+00 16+00 -ST. UGHT �_"SS FL � 627U6 w O co 50 O M N \-R/W r; n d" N cfl ± 0 M0 47 + O 48 + r\ 49 + 10' 20' 20' 10' LO NI NI +� V_ I HE Qj C-0 c) (:j W g O 17.5' 17.5' C15 VO W N co N TYP. I TYP. m 67 TYP 14+71.15 � TWINKLE LANE 12+80.00 (j COBBLE CREEK WAY co 00 � o 66 06 65 N 64 00 d+- U-) c+0 Lo15+00 16+00 -ST. UGHT �_"SS FL � 627U6 w O co 50 CURVE TABLE I i 3 I CURVE 51 + OCONSTRUCT TYPE "B" I 30 30' I WITH "' w... ul In 10' 20' 20' 10' LO u7 + V_ +� V_ I HE + 11 r +Of V w c) (:j W g O CQBBLE CREE�C U� C15 VO W N co N A88A 1 20.00' 1 m 0 W O WAY ^ w mmtl .._.m_. ..... PROPOSED STORM DRAIN LEGEND CURVE TABLE O CURVE LENGTH OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH "' w... PROPOSED SEWER LINE 20.00' 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C2 31.42' 20.00' 20.00' 90°00'00" C3 31.42' 20.00' PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 1 20.00' 1 90000'00" 0 W O U- ^ w mmtl .._.m_. ..... PROPOSED STORM DRAIN OCONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 22 PROPOSED STORM DRAIN MANHOLE W D-14 AND D-16 Lu p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD �� PROPOSED CATCH BASIN 2 Lu ST -13 W PROPOSED FIRE HYDRANT O INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT Z J CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 U - - RIGHT-OF-WAY -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 LL. Z Se w Z o TRACT BOUNDARY -�- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 w z � CONSTRUCTION LIMITS 10+00 11+00 12+00 13+00 14+00 360 355 T E a 10,O LO rn CD 3 v 0 0 355 cn w i cm •3 v v r` to to 350 v7 O co r; 52 + 53 c0 TWINKLE LANE ww to OU) 0i Z F-- NV)uj SEE TRACT 6387 +XW ABANDON TEMPORARY °' W> BURNISHED B SUMP PER FINAL MAP o0M TR. 6557 Y a - :xi. ID R I VE 19+66,96 12 ]'WINKLE LANE .. V 1 ISHED B ON E I E w ( >} } �0 00 Q0 � N O co M U I I 63 62 0 61 60 m ` a + + + � ST. LIGHT #.. � co R W r` ao 00 W L P4,) 62705 3 T O V./ w 0 1 TYP : -------- 00 ------------------- - 8+ 00 __ --------------- --t119+00 __ ------------ -- 4.,) SS � { y � .,..fin. ,.... ------------- SS SS I o N !Lryy ..... ..... ... .. O N M d' u7 CO r`= W t O / }- Op N co O R d- T w 0 0 (D r: W + .r, + r` t- 57 M rn u7 V) 54 + 55 � 56 + Q + �, 58 + 59 + �. pp W z a-rn 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 31.42' 20.00' 20.00' 90°00'00" C4 31.42' 20.00' 1 20.00' 1 90000'00" to OU) 0i Z F-- NV)uj SEE TRACT 6387 +XW ABANDON TEMPORARY °' W> BURNISHED B SUMP PER FINAL MAP o0M TR. 6557 Y a - :xi. ID R I VE 19+66,96 12 ]'WINKLE LANE .. V 1 ISHED B ON E I E w ( >} } �0 00 Q0 � N O co M U I I 63 62 0 61 60 m ` a + + + � ST. LIGHT #.. � co R W r` ao 00 W L P4,) 62705 3 T O V./ w 0 1 TYP : -------- 00 ------------------- - 8+ 00 __ --------------- --t119+00 __ ------------ -- 4.,) SS � { y � .,..fin. ,.... ------------- SS SS I o N !Lryy ..... ..... ... .. O N M d' u7 CO r`= W t O / }- Op N co O R d- T w 0 0 (D r: W + .r, + r` t- 57 M rn u7 V) 54 + 55 � 56 + Q + �, 58 + 59 + �. pp W z a-rn U O M 12 N z O o Voi + O 0 Z F- V V >-Cf- `— Y 1= c D LWiQ <t 0 00 X W Z z Z W OV W 0 O_� J 0 W O U- 20 W Z m �x a•x <0- x Q � U 22 � Zto 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 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. 15+00 16+00 17+00 18+00 19+00 20+00 21+00 355 350 witi 355 350 0 V C) v �� o � 0 00 a U(0 CO E ° o U V c0 cfl pCL C p O u? °��' 3cv -� tin ►r j iu v 3 .0 t- Cn r i U) U) M Cn f— � 3 0 -o O - .Q v >d.y may. -ao- >USOM— ry c vz�OQV �O— v� ��= dT v to � N .O C N O C c a Szz>:} O •v1 C O O C V iii ++ O O y �s m� t-ESSI, CD w o. 5 CIVIL c Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Drawing No./.42 -'&S-57 /� Revision Sheet 9 of 17 U z z w Z O J U- d. CV � U � Zto W Lu LL. O 2 Lu _ C W T O Lo 2 0 Z J � � U Tz I- LL. Z Se w Z o Z T w z � Q m T Permit -Seal t-ESSI, CD w o. 5 CIVIL c Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Drawing No./.42 -'&S-57 /� Revision Sheet 9 of 17 355 E 0 6i 365 to 0 360 R cn LO to w 355 SEE SHEET 9 TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 COURT -1 OJ OJ c C 0 cl, q N TWINKLE 12+71.18 BURNISHED BRONZE DRIVE ofa.00 r3o 1 30 U V 0�2 Zz C2 of 01 1 20, 10' a 1 _i LANE 10+00.00 COOL RUSH TERRACE <cn W+02 WHEELCHAIR RAMP PER CAL TRANS STD. w 35.00' 90000,00", C4 13.70' 35.00' Z}- to UJ>xuj O CONSTRUCT TYPE "A" ............................... 11 �A i 130' I 1 D-14 AND D-16 LLJ < x 0 0 2 wz 0 CL 17.5' 17.5 10 20' 120' 10' �- N z CONSTRUCTION LIMITS -r 8- ST -13 u- 2 u- W 0 .0 jr A PROPOSED FIRE HYDRANT Tom'' TYP - SIGN PER C.O.B. STD. T-1 2 0 M 0 Lo LO C.0 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 w z < .53 cy)Z x 57 :D D C14 INSTALL 5800 LUMEN 60 z 145 144 z 0 Z Lij w cwj) 3 0 142 INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 0 0 0 0 < < 0 M M 10+00 0 0 0 Il F-5 C5 6 C65 143 c-41 6 L-0 N1 c1q 00 SEE10+00.00 BURNISHED BRONZE DRIVE w..-. y �#� .... g �IIIIIIIIIIIIIIII \ �IIIIII` �IIIIIIIII ::"= ffff�f (III�III 59 19+66.96 TWNKLE LANE 146 + Z - SEE TRACT 6387 1 11 sk, 0- . ...... ...... 3: x 00000!* .0,00, WZ z w 0 TRA T 6 87 SEE TRACT 387 J�+2 y cr 0 a COOL RUS C, r-T4NKL LA�Ek ;f=� �0 TERRACE ' dffiD A w C; I I U) 3 TY 2 ST. LIGHT —16+00--62-7-X3 SS 15+00 ............. ............................................ .. . . .......... SD NOO-1 1'52-E TYR L0 r� + + + �6 V- 148 149 150 Ir- N + 09 17.5 C) 0 EYP. M 0 15+60.00 BURNISHED BRONZE DRIVE 16+62.70 RIVULET RUN COURT -1 Lc—) VR /W 0 co 4 + + 147 117 w a SEE SHEET 4 CLARION CHANNEL LANE OJ 01-i 01-i LO C) LO C) 0 0 1 00 00 N d d ui + N + + L0 - r- OD r** T- r- V- M w 116 157 L 19+06.00 ...................... .......... PRC FL 19+51.00 ST.,JIGHT 9D ��7`WiB y --FL P Ln clq 0 r---,11280.00' 17+00 a ................ SS - —18+00- ...... . ........................................ .......... ............. ...... f..... ........................ ................. .................. ............. ......I............ o 528.73' M 01 o Nil c 4 d' �. loµµ "'...1"-� .�= 0 00 00 + N 151 U*j 17.50 TYP. 14=10 OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 COURT -1 OJ OJ c C 0 cl, q N C*: I 0 C C-4 20.00' r3o 1 30 U V 9000 01001p C2 of 01 1 20, 10' a 1 _i M w fl 5' a i i� w C; I I U) 3 TY 2 ST. LIGHT —16+00--62-7-X3 SS 15+00 ............. ............................................ .. . . .......... SD NOO-1 1'52-E TYR L0 r� + + + �6 V- 148 149 150 Ir- N + 09 17.5 C) 0 EYP. M 0 15+60.00 BURNISHED BRONZE DRIVE 16+62.70 RIVULET RUN COURT -1 Lc—) VR /W 0 co 4 + + 147 117 w a SEE SHEET 4 CLARION CHANNEL LANE OJ 01-i 01-i LO C) LO C) 0 0 1 00 00 N d d ui + N + + L0 - r- OD r** T- r- V- M w 116 157 L 19+06.00 ...................... .......... PRC FL 19+51.00 ST.,JIGHT 9D ��7`WiB y --FL P Ln clq 0 r---,11280.00' 17+00 a ................ SS - —18+00- ...... . ........................................ .......... ............. ...... f..... ........................ ................. .................. ............. ......I............ o 528.73' M 01 o Nil c 4 d' �. loµµ "'...1"-� .�= 0 00 00 + N 151 U*j 17.50 TYP. 14=10 OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH CURVE PROPOSED SEWER LINE RADIUS 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. C1 31.42' 20.00' 20.00' 9000 01001p C2 31.42' 20.00' PROPOSED SEWER MANHOLE O2 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 35.00' 90000,00", C4 13.70' 35.00' 6.94' ........... ..... ... ...... PROPOSED STORM DRAIN O CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD PROPOSED STORM DRAIN MANHOLE D-14 AND D-16 0 wz w (/) < CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD N z PROPOSED CATCH BASIN -r 8- ST -13 cf) w A PROPOSED FIRE HYDRANT INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 2 0 M 0 EXISTING FIRE HYDRANT LO C.0 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 w 0, .53 cy)Z RIGHT-OF-WAY INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 z Z uj w �— C-) cwj) a) 0 E CL Z w TRACT BOUNDARY INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 M CONSTRUCTION LIMITS F- 00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 CURVE TABLE Drawing No. CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 9000 01001p C2 31.42' 20.00' 20.00' 90900'00" C3 54.98' 35.00' 35.00' 90000,00", C4 13.70' 35.00' 6.94' 22°25'35" C5 197.70' 1 84.00' 1202.06' 134'51'11" 14+00 15+00 16+00 NOTES: 153 154 155 18+40.00 BURNISHED BRONZE DRIVE 19+66.96 CE CLARION CHANNEL LANE 0 40' 60' 80 1:400 0 w E w w 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 17+00 18+00 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 19+00 20+00 365 360 355 365 360 CD CU CD Ow 0 c cn r- 00 0 n 102 < COwo E 0) 0) 0 0 0 n 20 -,w T- U) On 0 (0 (0 to . a 1 F 0 E- (1) (0 (0 0. 2L 0) 9 1171A u IV V 0 Cc C5 0 0.2 c *- LO a r,01 g it-, U) Lo M M o Li x -0 -0 -,ov -,v -r Ocw V ro° -6 -,,- a - a) 0,0:00.0 - > 0 =8 0 0:;0 4) 00 M OCTsn . 0 0 0V. ME E 0 Drawing No. 10 Oft Revision Sheet 0i + 152 rl- + V- u - M z w cn z 0 0 LL M ccq) NOTES: 153 154 155 18+40.00 BURNISHED BRONZE DRIVE 19+66.96 CE CLARION CHANNEL LANE 0 40' 60' 80 1:400 0 w E w w 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 17+00 18+00 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 19+00 20+00 365 360 355 365 360 CD CU CD Ow 0 c cn r- 00 0 n 102 < COwo E 0) 0) 0 0 0 n 20 -,w T- U) On 0 (0 (0 to . a 1 F 0 E- (1) (0 (0 0. 2L 0) 9 1171A u IV V 0 Cc C5 0 0.2 c *- LO a r,01 g it-, U) Lo M M o Li x -0 -0 -,ov -,v -r Ocw V ro° -6 -,,- a - a) 0,0:00.0 - > 0 =8 0 0:;0 4) 00 M OCTsn . 0 0 0V. ME E rr No.2 25 (P Civil - F GAL* Project Number: 204250300 File Name: AMA PRB Dern. Chkd. TM 15.07.10 Dsqn. YY.MM.DD Drawing No. 10 Oft Revision Sheet Z z w cn z 0 LL w > < w 0 04 W< 0 wz w (/) < LL 0 N z 2 w -r 8- cf) w w0� 2 0 M 0 W cj- LO C.0 L) - w 0, .53 cy)Z W u- t5 z Z uj w �— C-) cwj) a) 0 E CL Z w H w < M U) F- 00 F-5 Permit -Seal rr No.2 25 (P Civil - F GAL* Project Number: 204250300 File Name: AMA PRB Dern. Chkd. TM 15.07.10 Dsqn. YY.MM.DD Drawing No. 10 Oft Revision Sheet E cx LO 0 cV 3 v Ki O 0 N w C �3 v v r u� O 0 N n O LO N d - O N / V 0 i J 360 355 360 355 350 O L0 J O __I O J 0 00 0 0 00 SEE SHEET 9 O n O O (I C3)r7 O d- O t0 O + + © + + o Ir -NN V NN a— C411, e— TINKLE LANE U N 0 m > U w f ' STORM DRAIN O3 CONSTRUCT TYPE "A" I WL>D f— m �-- FL w� f i S00011'52"W 12+00 ;sM___....14C TYP I w 3 Oi ! _,,FL z OV) O X� W O+O2 V__ C9U CC LLJMM MM 0 1-4- �, 4 — � q__ W+ Qin OEL(D CL wm Z x ~ O Z z Q 0<2 J Z <x< Z Q .00'"LU �.n TYP £ D F { E 0� C=? r -,I _I N E V f • •i - - m (=)j O Lo O + I 1* 67 r 67 N OCONSTRUCT 1 TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH IY I N O 00 SEWER LINE 0 I { O n O O (I + N - � +x c00 SEE SHEET 9 0 "� x Nx w � x w TWINKLE LANE' > X10 00 00 C4 W O N M N W d' OCONSTRUCT 1 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' 20.00' 90000'00" C2 31.42' PROPOSED SEWER MANHOLE O CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A 35.00' 35.00' 90000'00" C4 197.70' 84.00' 202.06' PROPOSED STORM DRAIN O3 CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD 22°2535" f— m D-14 AND D-16 PROPOSED STORM DRAIN MANHOLE p CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD OX PROPOSED CATCH BASIN Y �mrnt°'t� ST -13 PROPOSED FIRE HYDRANT INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 — — RIGHT—OF—WAY -o- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 TRACT BOUNDARY -�- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 EXIST. IMPROVEMENTS TO BE REMOVED 11+00 12+00 13+00 0 40" 60" 80" 1:40 CONSTRUCTION LIMITS 21+00 NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 22+00 23+00 24+00 25+00 11+00 12+00 13+00 21+00 22+00 23+00 24+00 25+00 1910M 360 355 365 355 CURVE TABLE W CURVE LENGTH RADIUS TANGENT DELTA C1 31.42' 20.00' 20.00' 90000'00" C2 31.42' 20.00' 20.00' 90000900" C3 54.98' 35.00' 35.00' 90000'00" C4 197.70' 84.00' 202.06' 134°51'11" C5 1 13.70' 1 35.00' 1 6.94' 1 22°2535" 21+00 NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 22+00 23+00 24+00 25+00 11+00 12+00 13+00 21+00 22+00 23+00 24+00 25+00 1910M 360 355 365 355 cn 0 _n U Z Q Z W O u— J Q 0 u_ O U) 2 O W < (DZ Ew � J a� U Permit -Seal Z 0 W . o C) CQ J Z C J � QZ O N C to r\ 00 WWL Or Q- U U- O w �— cn > 0 �� O Q 0 f— m U O C0 OX .p Cc Cn Y �mrnt°'t� • 3 3 cn 0 _n U Z Q Z W O u— J Q 0 u_ O U) 2 O W < (DZ Ew � J a� U Permit -Seal Z W H C) CQ J Z J tV QZ Q2= 5, w 101— �O � WWL Or Q- U U- O w �— w z w mwU � Y O I— Q U CJ) f— m 0 s, No. 25 zu Project Number: 204250300 File Name: AMA PRB TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Drawing No.1.1-ege!557 FW �z-2 Revision Sheet 11 of 17 VACANT AGF CURVE TABLE LEGEND F OCDv- -------------------------------------------- STREET IMPROVEMENT PLANS PREVIOUSLY APPROVED AND SIGNED ON 01/27/2016 _. in r.. 00 0` � U M M o oma.. v " O 1 ..^--- co co m ? M CONSTR.UCT TYPE "B" CURB.. AND. GUTTER. C.O.B. STD. -1 WITH PROPOSED SEWER LINE INSTALL NEW 1 POST STOP SIGN PER V 5.0 WI DE COMBINATION ,PER TYPE N SIDEWALK PER C.O.B. _ST - STD. ST 3.. ... _ _.__.......... _................. .............:....... _ CAL TRANS UNIFORM .. ORM SIGN CHART R1-1 . ._.. _ .................. ..__ ...... .......__ . _ _...._ ... _... _ . 2 CONSTRUCT CASE "A" WHEELCHAIR ° v �'° v __._w PROPOSED SEWER MANHOLEy CONSTRUCTION LIMITS PR ED 9 Y. JOSEPH...SHAWN BLANTON R.C.E. No. 65823 (EXP 9/30/17) DATE .._.. _ RAMP PER CAL TRANS STD. A88A '90 CCU SD PROPOSED STORM DRAIN 3 CONSTRUCT. TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD D PROPOSED STORM DRAIN MANHOLE 4 PAINT 12" LIMIT LINE USINGVro , _...._....... .,------ ___ D-14 ANDD 16 _._-__._....__..___.... .00pc . _.................... _.............. _.. __... __ THERMOPLASTIC PAINT PER CALTRANS APPROVED BY: MARIAN P R SHAW CE 32178 (EXP 12/31/16, DATE 0 40' 60' 80' ___..._._..... CONSTRUCT STD.. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD PROPOSED CATCH BASIN STANDARD .PTH-02ALKYD 1:40 .._............. _ ST -13 ...... _...... _. --� ... ...... .................. ......._ _...-_..................... N O T E S ......... .._...... ...._._..:_._....__._ ....... ..................... ............ PROPOSED FIRE HYDRANTE .......... __ SS ................... + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 N� 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES . IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ~ EXISTING FIRE HYDRANT � �` <1 ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS co 00 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 _ RIGHT-OF-WAY w 5 C65823 a { ) a �,. 9-30-15 INCHES 0.17 FEET BELOW NORMAL FLOWLINE ALONG OPENING OF � o -©- 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 s�9 �Iv,� �� WHERE NOTED AS FLOWLINE STATIONING. z INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST-14TF OF ca��Fo� 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL o 0 EASEMENT REQUIREMENTS. z �, 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 1 Q c OCDv- C in r.. 00 0` � U M M o oma.. v " O ami Q co co m ? M E ° 0 -p ....... . .. ....... .. ........ . .. � c V •� Co C0 CO to _ ... _ _.__.......... _................. .............:....... _ ... __.._...... 3y _V.ic U) p LO 0) ....... ............... _............. _.._ ° v �'° v __._w _.._...... - --............. ............... .�.. _.... o w: _.. ___................................ - ............._.._.._ .._.. _ Q '90 CCU m_c� ` C C =Z2 0 0 `o$s _...._....... .,------ ___ ___._._........_...._..___ _._-__._....__..___.... .00pc . _.................... _.............. _.. __... __ ____..........._..........__ Uc1C3 __.___. ___..._._..... _....... _..._._._. mE,,cmcvIS '0 c F-- N v ,__............_ . _..___..._.....____ D ._............_... ................ _.....____ .._............. _ .._._..-._. ...... _...... _. --� ... ...... .................. ......._ _...-_..................... ... ............. ..... ......... .._...... ...._._..:_._....__._ ....... ..................... ............ g _..._. .......... __ ... _._........... ................... __.....:.._..._....._..__.._.._._....._.....:........._....._ ................. ....... ..._........... _....... _ ._ ._.__._......................_..._.... __........... ._. _....__._. ....... _.... . __..... _..__._. _..__._..:... _...........__. _.._ _..__._..._. ... . ......... ........ ....,.._...:e. __._.. ........ ._....... . _.._._.._. _..___._..........................._............._ 1 I 1 t 1 + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 N� 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES . IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ~ EXISTING FIRE HYDRANT � �` <1 ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS co 00 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 _ RIGHT-OF-WAY w 5 C65823 a { ) a �,. 9-30-15 INCHES 0.17 FEET BELOW NORMAL FLOWLINE ALONG OPENING OF � o -©- 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 s�9 �Iv,� �� WHERE NOTED AS FLOWLINE STATIONING. z INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST-14TF OF ca��Fo� 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL o 0 EASEMENT REQUIREMENTS. z �, 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 1 Q c IIIIII� = W LO ....... . .. ....... .. ........ . .. _...... ........_._._.. _.......... ........ ........ _....... __ _ ... _ _.__.......... _................. .............:....... _ ... __.._...... I�IIII .__._.:._:. .... ---...... _.... ....... ............... _............. _.._ ._..._ __._w _.._...... - --............. ............... .�.. _.... ... ........ _.. ___................................ - ............._.._.._ .._.. _ Q + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 N� 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES . IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. ~ EXISTING FIRE HYDRANT � �` <1 ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS co 00 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 _ RIGHT-OF-WAY w 5 C65823 a { ) a �,. 9-30-15 INCHES 0.17 FEET BELOW NORMAL FLOWLINE ALONG OPENING OF � o -©- 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 s�9 �Iv,� �� WHERE NOTED AS FLOWLINE STATIONING. z INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST-14TF OF ca��Fo� 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL o 0 EASEMENT REQUIREMENTS. z �, 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 1 Q c Project Number: 204250300 File Nome: AMA PRB TM 15.07.10 _ Dw...�...Chkd., Dean. YY.M M.DD Drawing No. ;0567,14f. 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Z Z W H U wwC/) _ ..___.__.. ...... ................ _. __w_._ _._.._. __ _..._._-_. _ _ _._.........___..-...._...._. _.____ �._ = 0 35 m Project Number: 204250300 File Nome: AMA PRB TM 15.07.10 _ Dw...�...Chkd., Dean. YY.M M.DD Drawing No. ;0567,14f. Revision Sheet R12' or 17 all l II + r_ cn 00 0 50 CA c co E SCHOOLI P TE r 0) CD 0 4) ,, FUTURE DEVELOPMENT 0 inn 0 2 > 6531 -ard a TRACT coc10 " a _v; CD 0 3t C "o + Lo M 0) > T 0 uj z 0 - 04 EXISTING EP _ �_�� TIM_ ___-_____ — LINE'06 v SAW CU �Z�.�Six w CONSTRUCTION BOUNDARY TIE–IN TO PULL BOX AND CONDUIT PER EXISTING CONDUIT C.O.B. T-3.3. 4+00 1450.53' ui 31 00 4* 32+00 N 00*29'44" E 33+00 3 4xj 35+00 36+00 IE;a OFE a 79T.66 PAINT 12" LIMIT LINE USING Lo THERMOPLASTIC PAINT PER CALTRANS .0 STANDARD PTH-02ALIKYD W Q C1 0 FL Of ESSI, fi'R LOL R1 �i C2 w .. .. . .. . .. . .. . .. . .. . .. . .. . .. .. 56 n_:=7 36+33.0 MOURTAIWRTUGE DRIVE to K C65823 50+09;00 Q/1BERKSHIRE ROAD 7 00 1 1 Co u �Aiiiiiii�PERIMETER WALL 0 0 ------- x 5.5 + Ivil + SEEL. TRACT 6553 op to 37 36 34 ST. LIGH 33 co (0 ITIE–IN TO 35 00 4 1 627X8 z 00 00 EXISTING 0 cli A� (o 0) STREET IMPROVEMENT PLANS PREVIOUSLY APPROVED AND SIGNED ON 0112712016 0) + coo + 04 + m + m + PU OX AND CONDUIT PER Lo Lo < V-10 Lo 0 r1i 0 1-1 C4 C. O. B. T– 33.. 0 Lo cn.co SEE SHEET 3 SEE SHEET �.PR wm w r*- VED BY.• JOSEPH SHAWN BLANTON R.C.E. No. 65823 (EXP 9130117) DATE CRYSTAL CASCADE BERKSHIRE IS A CU 5 C .0, A Lo LANE ROAD • 1 APPROVED BY: MARIAN P SHAW RCE 32178 (EXP 12131/16) DATE LEGEND CURVE LENGTH RADIUS TANGENT DELTA ci 88.09' 1034.00' 44.07' CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH —SS— PROPOSED SEWER LINE INSTALL NEW 1 POST STOP SIGN PER 5.0 WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCT. CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A PROPOSED SEWER MANHOLE CONSTRUCTION LIMITS SD PROPOSED STORM DRAIN CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD. @ PROPOSED STORM DRAIN MANHOLE D -14 -AND D-16 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD PROPOSED CATCH BASIN ST -13 PROPOSED FIRE HYDRANT INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 EXISTING FIRE HYDRANT 7 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 N RIGHT–OF–WAY INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 im TRACT BOUNDARY INSTALL.9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 31+00 32+00 33+00 34+00 i CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA ci 88.09' 1034.00' 44.07' 4*52'52" C2 88.09' 1034.00' 44.07' 4*52'52" C3 47.36' 1 30.00' 1 30.23' 190-26'4.191 EN61mol '2-7 10! Limm:11"A 0 40' 60' 80 1 -.4 0 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 -GLITTERS TO A DEPTHOF 12 INCHES. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT CATCH BASINS UNLESS NOTED OTHERWISE. WHERE NOTED AS,FLOWLINE STATIONING. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 36+00 37+00 .... . .. ......... .... . .. . . ....... . .. ......... .. . . ...... ...... F_ [__ ----- - - . . .. . ............... . . . ....... . .... . .... 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ST -14 FUTURE DEVELOPMENT MP r% A Aft ENO Ok MM MM 0% PROPOSED SEWER LINE INSTALL NEW 1 POST STOP SIGN PER CAL TRANS UNIFORM SIGN CHART R1-1 PROPOSED SEWER MANHOLE CONSTRUCTION LIMITS .................... `F=::`.................... PROPOSED STORM DRAIN -n ry0 L6 LO PROPOSED STORM DRAIN MANHOLE LENGTH PROPOSED CATCH BASIN TANGENT PROPOSED FIRE HYDRANT C1 EXISTING FIRE HYDRANT 30.00 RIGHT-OF-WAY w M W_ M = TRACT BOUNDARY W1-7/ OM1-3� NOTES: 58+34.43 � BERKSHIRE ROAD /w -t4+,6 -------- — — ------------------------- ....... ........ ....... ....... ........ ....... ..... ....... ... ... ....... ........ ....... ....... ....... ....... ......... ........ ..... .. ....... ....... ....... ....... ....... ....... ........ ....... ....... ....... ....... ....... I ....... ....... ....... . .... ....... ........ ... .*.'7'.'.'...'.'.'-"'* . ........................... . ..... S.A.W.'...'PUT .... *.'.'.'.* ... *.*.**'.'.* .... *.** .. ................ ... ..... ...................... 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ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALL CATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL C*A(ZC'KAC'K1T DC*r11 11DUKAE'KITC Z)U-t-UU 01+uu ")Z+UU 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 360 355 350 �1 A U File Name: AMA PRB Dwn. Chkd. TM 15.07.10 Dscin. YY.MM.DD Drawing No. Z Revision Sheet 14R 09-17 1=00 Q I Z w 0 U- 0 0 w Z>C 0 00 r- Lu w z CL Z uj 3; Uj r Y C:L 2 C%4 UJ (/) < _r CL r, Lo UD CD C5 0 _j ts < z Zr_ U) VwU — wF- z P* co z JLu M ry Cl) F- 0 AD 0 CL �1 A Permit -Seal -Project Number: U File Name: AMA PRB Dwn. Chkd. TM 15.07.10 Dscin. YY.MM.DD Drawing No. Z Revision Sheet 14R 09-17 Q Z w 0 U- 0 0 w Z>C 0 00 r- Lu w z CL Z uj 3; Uj r Y C:L 2 C%4 UJ (/) < _r CL r, Lo UD CD C5 0 _j ts < z Zr_ U) VwU — wF- z WF— U- u) w -%. 2 CL z JLu M ry Cl) F- LLI AD Permit -Seal -Project Number: 204250300 File Name: AMA PRB Dwn. Chkd. TM 15.07.10 Dscin. YY.MM.DD Drawing No. Revision Sheet 14R 09-17 360 355 E N 0 0 V) cy- CL 1-11 cp A= C14 r - LO Ln 0 0 0 + (0 TRACT 6478 fl� Ld 62+96.00 SAW CUT ...... AND .... MAT GF ....... ... .. ..... ........ A. -CH ... .... . ....... . . ......... . ....... ..... ........... . ........ ..... .. ... . .. ....... ....... .. ..... ...... 0 SAW CUT ...... ..... ...... ........ ...... EXISTI-NG EP ..... ..... ...... -.'.'.'.'.*...**7.7.* ....... 7.7 ... —.7.7 ... ....... ....... ....... 7.7 ... .... *.,--.7.7 .... ... 7 ... .. ......... M < ...... .. ....... ......... ....... . .. ....... H ..... 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'T_ . ........ .. ......... ......... . ...... ...... ....... .. . ....... . .......... --- — ------- man ..................... ......... .... 0 Z;%:x 0V) ST. LIGHT Z CO ui 6O LO N" 6 4D, 0� 0) 0 627R5 + OW% + _IV + z H T uj 'A ST. LIGI-j" (.0 G,Sti lb 168 %A z ............. -.N A.- 169lyV) 22 M x LIJ < n' F - z ..... M < s. Ld ..................... . . . LEGEND CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CAL TRANS STD. A88A CONSTRUCT TYPE "A" CATCH BASIN IN GRADE SAG PER C.O.B. STD D-14 AND D-16 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13 + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 CONSTRUCT RESIDENT DRIVEWAY PER C.O.B. STD. ST -4 INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 61+00 62+00 w PHASE 1 63+00 64+00 INSTALL NEW 1 POST STOP SIGN PER n CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCTION LIMITS „�% PROPOSED PAVEMENT IMPROVEMENTS 65+00 T E EEK c 0 u ROAD ...........................................................0..........1.1.......1 .......................................T.......... PROPOSED SEWER LINE 1m""1VE PROPOSED SEWER MANHOLE CURVE LEN 111"' PROPOSED STORM DRAIN ........................................ ...................................... .................................................................................... PROPOSED STORM DRAIN MANHOLE 4', 8 5 _"5,`,'), 0 ............. .................... ......................................... PROPOSED CATCH BASIN PROPOSED FIRE HYDRANT ....................... . P�11......................................... EXISTING FIRE HYDRANT .......... RIGHT-OF-WAY ........ z TRACT BOUNDARY ...... 63+00 64+00 INSTALL NEW 1 POST STOP SIGN PER n CAL TRANS UNIFORM SIGN CHART R1-1 CONSTRUCTION LIMITS „�% PROPOSED PAVEMENT IMPROVEMENTS 65+00 T E EEK c 0 u ROAD ...........................................................0..........1.1.......1 .......................................T.......... ...........B...................E.................................................. .... 1m""1VE LA . ..... CURVE LEN 111"' 1ANc,E*N`f FA D L 1 ........................................ ...................................... .................................................................................... 0 .............................. ............ 4', 8 5 _"5,`,'), 0 ............. .................... ......................................... ...................... ....................... . P�11......................................... ..... ...... ................ "q ....... ... .. 4 M BOULLJt!R B.:::.. R N [oil 944 of E SS 16 wS -5 C65823 EXP. 9-30-17 A IV% ARL C�``�� - —t �. '"E BY"JOSEPH SHAWN AjW0 BLANTON R.C.E. No. 65823 (EXP 9130117) 'g APPROVED BY- DANIEL PADILLA 0 60' 80' 1:40%rd"6%%rompM09 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 69+00 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALLCATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 70+00 71+00 360 355 350 cn co DA TE 1 10 o 1110 DATE)0 N_ 0 0 C) Z 0 <:lf . .......... ......... .... .......... owl- ........ z ...... V) r- 00 > 0 ce Z> r... Lo U"" d z z _ C/) w w0 6 U- to w -R- 2 a- 0 0 (6 E- U) 0 Lli Q co 0) 0'j 0 > 71 -'k % C.) w;;{0 R 1W (0 C 0 cu . . . . . . . . . . . . . . ....... .. . . 0 g U) C5 9 LE $: 0 LLJ z 0 C) of E SS 16 wS -5 C65823 EXP. 9-30-17 A IV% ARL C�``�� - —t �. '"E BY"JOSEPH SHAWN AjW0 BLANTON R.C.E. No. 65823 (EXP 9130117) 'g APPROVED BY- DANIEL PADILLA 0 60' 80' 1:40%rd"6%%rompM09 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 69+00 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALLCATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 70+00 71+00 360 355 350 cn co DA TE 1 10 o 1110 DATE)0 N_ CD C) Z <:lf Z w 0 U- 0 u- 0 owl- =3 C> C14 a V) r- 00 > 0 ce Z> r... Lo U"" d z z _ C/) w w0 6 U- to w -R- 2 a- 0 0 (6 E- U) 0 Lli Q co 0) 0'j 0 C.) E2 0') (0 C cu C> 0 to * X U) U-5 M CF) 9 LE $: of E SS 16 wS -5 C65823 EXP. 9-30-17 A IV% ARL C�``�� - —t �. '"E BY"JOSEPH SHAWN AjW0 BLANTON R.C.E. No. 65823 (EXP 9130117) 'g APPROVED BY- DANIEL PADILLA 0 60' 80' 1:40%rd"6%%rompM09 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.00 FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 69+00 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG FLOWLINE. 4. FOR ALLCATCH BASINS GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL FLOWLINE ALONG OPENING OF CATCH BASINS UNLESS NOTED OTHERWISE. 5. SEE DETAIL 2, SHEET 2, FOR A.D.A. WALKWAYS AND ADDITIONAL EASEMENT REQUIREMENTS. 70+00 71+00 360 355 350 cn co DA TE 1 10 o 1110 DATE)0 N_ Permit -Seal —Project Number: 204250300 File Name: AMA PRB TM 15.07.10 own. Chkd. Dsqn. YY.MM.DD Drawing No. Revision Sheet U Z <:lf Z w 0 U- 0 u- 0 owl- U) z < j IL F- Z w w 04 uJ U) < 8 - co 111 0Lu r 0 > 0 ce Z> r... Lo U"" d z z _ C/) w w0 Z U- to w -R- 2 a- z Lu Lu M E- U) F- Lli Q co Permit -Seal —Project Number: 204250300 File Name: AMA PRB TM 15.07.10 own. Chkd. Dsqn. YY.MM.DD Drawing No. Revision Sheet 1. TRAFFIC STRIPING, PAVEMENT LEGENDS AND RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICA11ONS DATED JULY 2004, THE MUTCD 2003 EDITION AND MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIOS 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 8010-21 C-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. a� •E v E 04 co N O cn CL •3 0 L / to to Co L 0 O N O LO O a� U / N 0 N 1 t A •. ® INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOs. Lj INSTALL NEW 1 POST SIGN TYPE K (CA) N REFLECTIVE MARKER EW EDGE OF WALK o 0 A20A, A208 AND A20D. NUMBER IN Q INDICATES DETAIL NO. + OM1 -3 N REFLECTIVE OBJECT MARKER FL FLOWLINE N cn ON STANDARD PLAN. -p- SIGN LOCA11ON R1-1 N STOP R/W RIGHT OF WAY —1F R3 -5R N RIGHT TURN ONLY ARROW LL INSTALL 12" WHITE LIMIT LINE AS SHOWN -¢- SIGN POST R4-7 N KEEP RIGHT U Z Z z R6 -1R N ONE WAY (RIGHT) '''k... INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN W— R26(CA) N NO PARKING ANY 11ME /w SNS ,.► STREET NAME SIGN is INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN OF PAVEMENT PAVEMENT 0 = Z Q0 LO L CD NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE STOP INSTALL WHITE "STOP" LEGEND AS SHOWN Z I— INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. ® INSTALL 8" WHITE GORE STRIPE AT THIRTY (30) FEET ON CENTER U W —� AS SHOWN ON PLAN. I— LLJ m a� W Q W to W o o 0 N REMOVE AND SALVAGE EXISTING SIGNS °' + cnoo N N cn N N� zN R/W MN 0. N Y_ .. U Z Z z z ao 0 a. W— z .., ,,,,,..,..,, .,,,...,,.,, .,,,,, ............ ....•......, ,,,,..,..,, .,,,,, ,..,,..,.... ...,,...,.,, ,,,, .,,.,, .,,,,, ----- ...... ,..... ..,., ----- ,,,,..,,,,, ..,,,........,.... ... W /w LO EXISTING EDGE MOUNTAIN RIDGE DRIVE is W > � Q W �� OF PAVEMENT PAVEMENT MARKING 22+00 23+00- 24+00 25+00 26+00 27+00 (WHITE) 28+00 .............................. - +— -12'x577' TAPER n W - o Z JY Q / R26 CL r 0 Z ® EXISTING STRIPING 0 0 J -- ------ --- - RETENTION BASIN �t PAVEMENT MARKING "BIKE LANE" ...... \\Z\\ ,.,.,..,,,.,,.,,...,.,, io co \..._. R/W 43 Wa�JaQ: o �oo�o cn to 0 in ap N Of N o N0 MC +W ♦ W . N ..,....... 04 PAVEMENT 04 _ ,,........,z /-MARKING (WHITE.),.. .,,,,, .....U ,. U ,..,,,,, ... �� ',,,,,..,:� U� ,,,, ,,,,,,,,,,,, ,,,,,,,..,,,,, ,,,,,..,,,,, ,,,,,..,,,,, ,,,,,..,,,,, i z 0 DET38 0 O U to . to 30+00- 0) r` z cry LANE STRIPE 39 g z 12" CROSS Ef a o.,r,r o a...,,,., ..................._,..� ' o S 00'29'44" W R26 CA,�,....,------- .. `_ � R/W 36 35 13 EXISTING 40 — ( tV o LANE STRIPE® 39 EXISTING _ R1-1 WW EXISTING (L CLI •,� ,. EDGE OF PAVEMENT cn of r. ....... M M EXISTING R1-1 ice W � DET22 12" CROSS WALK MOUNTAIN RIDGE DRIVE (WHITE) (EXIST) DET22 W • � w ... APIR 36+00 ao GORE EXISTING EDGE } .- OF PAVEMENT WHITE AVEMENT :d. c PAVEMENT MARKING7 UY MARKING :: _•::::::::_ ::::::::,~:::: „:: _~:~:::::::::::::::: •::,, .. _1 12" CROSS WALK ( TE) °° /. ♦ SN , =EXISTING, \ 12 EXISTING CURB & GUTTER AND SIDE WALK BERKS IRE READ SEE S E E T 17 0 40' 60' 80' 1:40M0M0E_ i� III MOUNTAIN RIDGE DRIVE PAVEMENT MARKING "BIKE LANE" 32 0 j ui 31+92.85Im START TAPER uj uj R/W O + 38 37 36 O O C Cu O1 'S O N U) r- 00 M PO Q > U O Cit o O Q I`7 17 v 'O U c cp Cfl .W CD M c co O cu O y� 3 0 d o • 2= L_oa�ss �m >+ v o I•�c0.� �3c'vA c d v-5 O °4v v'��o m -0o0Q - >0CL o0Vc °:2 w -.9'O °_5�°N z-G0c c.0 C M N Om2OV•� 0c00.SO a> v C= �v01CUv Z ®LAJ Z Q a o.,r,r o a...,,,., ..................._,..� ' o S 00'29'44" W R26 CA,�,....,------- .. `_ � R/W 36 35 13 EXISTING 40 — ( tV o LANE STRIPE® 39 EXISTING _ R1-1 WW EXISTING (L CLI •,� ,. EDGE OF PAVEMENT cn of r. ....... M M EXISTING R1-1 ice W � DET22 12" CROSS WALK MOUNTAIN RIDGE DRIVE (WHITE) (EXIST) DET22 W • � w ... APIR 36+00 ao GORE EXISTING EDGE } .- OF PAVEMENT WHITE AVEMENT :d. c PAVEMENT MARKING7 UY MARKING :: _•::::::::_ ::::::::,~:::: „:: _~:~:::::::::::::::: •::,, .. _1 12" CROSS WALK ( TE) °° /. ♦ SN , =EXISTING, \ 12 EXISTING CURB & GUTTER AND SIDE WALK BERKS IRE READ SEE S E E T 17 0 40' 60' 80' 1:40M0M0E_ i� III MOUNTAIN RIDGE DRIVE PAVEMENT MARKING "BIKE LANE" 32 0 j ui 31+92.85Im START TAPER uj uj R/W O + 38 37 36 O O C Cu O1 'S O N U) r- 00 M PO Q > U O Cit o O Q I`7 17 v 'O U c cp Cfl .W CD M c co O cu O y� 3 0 d o • 2= L_oa�ss �m >+ v o I•�c0.� �3c'vA c d v-5 O °4v v'��o m -0o0Q - >0CL o0Vc °:2 w -.9'O °_5�°N z-G0c c.0 C M N Om2OV•� 0c00.SO a> v C= �v01CUv Permit -Seal Project Number: 204250300 File Name: ACV AJW JRC 07.01.19 Dwn. Chkd. Dsan. YY.MM.OD Drawing No. p Revision Sheet 16 of 17 M>1 0 .c* .(D Z Q J 0. U Z Z z a. /w O Z_ J Q U LL 0 Cnuj W > � Q W �� N LU t) `S 0 = Z Q0 LO L CD U o < Z Z I— W ci z Z(D U W —� 0 I— LLJ m a� U Permit -Seal Project Number: 204250300 File Name: ACV AJW JRC 07.01.19 Dwn. Chkd. Dsan. YY.MM.OD Drawing No. p Revision Sheet 16 of 17 M>1 0 .c* .(D 12" CROSS WALK , 7, w 0-i W Ix -J W X -i W Ce -J W Ir -J (L 0 CL CL (L +b -0-0 b'O � b-0 too 60 FOYER 00 00 00 cn'n c6 (n 66 Cn Cn (n CN DRIVE 04 N cp co rf) C4.4 FD6Sri9& w W.0 0 W W 0) .4 'A ACRIFAVt a� z . ...... \1W .... . ..... . ...... .... ... . ..... .. ... ...... ...... ..... ...... ...... ...... ...... ...... ..... ...... ..... --- - -- —1 ,-- a q�/ ...... . ..... W jr- to 4--- ......... .. .. ...... .................... . ..... . Im + . ..... . ..... . CD Im ...... ...... "':., .. .... ..... ... ......... ...... Ira . ..... ... ... ...... ...... ..... ...... ............ ........ ...... ..... .... .... ...... . ... ...... ..... . 111:.."� .. ...... REMOVE EXISTING REMOVE EXISTING STRIPING (GRIND) R11-1 STRIPING 7 -Yr -e V 1 0 11'x90' BAY TAPER DET;22, VLAO 0 160°x>(Fr, ......... LU UJ ............ . ............. ........... ........... ... ....... .... ... ................... . .......... ..................... ..... 3+00 ........................ ............. 5. ''IX 5, 54+00 ..... --------- 4 F;� UJ z 47+00 AP60+00-, z I I I I f a. LJ6 N 04 0 V- pr LL 'to -r Y) or i vA* UJ ..1h �9-03%34" W 160 DEF4r N 89#03'34" W Z F4. A e 6,- 5, CC a 12" UJ R11-1 ......... ..... Z R26 CA CL Ui 0 R26(CA) CROSS WALK b 'to w a FL (,-A\ 1* FL LO Ui a. Li 55+00 R26 \,# W UJ R26(CA) CN R26 A .59+31 ........ (WHITE)� LO ....... ...... ....... ............. + . ........... ................... ............ . .......... .......... ...... ::? ......... :"..:: ................ ............ 3 ........ . ..... UJ . ..... ..... 511,40 EW.... - - - --------- ... C ........... ..... ... . ...... . ...... ......................... , ---- 0 � , . .... :, — I -, � v- .............. 0 ............ I ..... \% W k— ......................................................... ........... I., .................... .................. .. * . ........................................................................ - - ---- ........... ...... ...... .. .... M> 4W • 0 • as J STOP 140NN (ni M ...... % R/W R/W TIIE-IN TO SN tXISTING SbFS STRIPE UJ H 172 fn 11 10 9 8 7 6 5 4 3 2 1 1 Z 173 171 170 Z 0 ..... 0 40' 60' 80' W10 1:40M N N N E n e,% I E N N EM N ,-N-EXISTING CURB GUTTER & SIDEWALK 16 3 I.J -AI $1z", . K V e PHASE 2 PHASE 1 Ilk ..... ...... .......... ...... ............ .......... � ��% 'z, ....... ..... ...... ...... . .......... ........ -------- - .......... . . . ............. .... ...... ...... ...... ...... .... .... ...... ...... ...... ...... ...... ...... ...... ...... ..... . .... ... .... ...... ...... ...... ...... ...... .... . ...... ..... ...... ...... ...... ............ ...... .... .................. ...... ...... ...... ...... ...... ..... .. ...... . .................. - - ----- - --- . . ......... MS11N LE 'PE IV6 1- % 160 DeT 2 z N." ....... BERKSHIRE ROAD iK7 - - - - ---------- 41 01C) 62+00 63+00 64+00 ............................... ............... ............... ....... ................................... ............... ................ 0 &4AP �32 CURB I GUTTER & SIDEWALK . . ............ .. . . . ...... -- - --- - ------- .... .............. ........... ......... ...... Vwr 30 REMOVE EXISTING DOUBLE tee R26(CA)& V", L STRIPE CENTER LINE R26(CA'%, "N ti,a 81 +19. ...... ..... ...... ..... ...... ... ... ..... ...... . ...... ..... VILK11 I&KI ............. ..... . . ... .............. .............. ............... \\� ......... ............................ ............................................ ...... ..... .... ...... . ...... . ..... ... P . ...... .... ............. - ---------- - ----------- ------ -- -- - - - ------- ................................... ---- -- - ......... -- ....... . /A R...... �kl NEW CURB GUTTER & SIDEWALK THESE PLANS X, OLKI, NKL. 1 169 168 19 8 xr) z K S E, ............. ...... ...... .......... ...... . .......... ...... .......... ...... . ..... . .......... ............ ............... 11111111-11111-11----1-14 ......... ..... . ................. . . ..... . .. . -- ------------ - -- - ---- - - - -- - ----- - --- ............ . ........ ..... . .... - - - ------ - - -- - ------------- . ................ - --- - ------- ........... I .................. ............ % .......... _J < W �1:4 :4 16�k I moll :4 :9 Z-1011il I] ROADSIDE SIGN AND PAVEMENT DELINEATION NOTES_ 1. TRAFFIC STRIPING, PAVEMENT LEGENDS AND RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND N STOP 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 N OPTIONAL MOVEMENT LANE CONTROL CONSTRUCTION (APWA/AGC). KEEP RIGHT R5-1 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS N ONE WAY (RIGHT) SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS N NO PARKING ANY TIME 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 LL! (0 LO 0 0 W d PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKING FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE tom!) 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 Permit -Seal OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE V9113f ES Slo, CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 12. SEE STREET IMPROVEMENT PLANS FOR MEDIAN ISLAND DETAILS. SIGN LEGEND- STRIPING LEGEND TYPE K (CA) - REFLECTIVE MARKER OM1 -3 ow REFLECTIVE OBJECT MARKER R1 -1 N STOP R3 -5R N RIGHT TURN ONLY ARROW R3 -6L N OPTIONAL MOVEMENT LANE CONTROL R4-7 KEEP RIGHT R5-1 N DO NOT ENTER R6-1 R N ONE WAY (RIGHT) R26(CA) N NO PARKING ANY TIME SNS N STREET NAME SIGN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. SIGN LEGEND. INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOs. A20A, A20B AND A20D. NUMBER IN = INDICATES DETAIL NO. ON STANDARD PLAN. INSTALL 12" MITE LIMIT LINE AS SHOWN INSTALL TYPE IV(R) MITE ARROW CENTERED IN LANE AS SHOWN INSTALL TYPE IV(L) MITE ARROW CENTERED IN LANE AS SHOWN INSTALL TYPE II(L) WHITE ARROW CENTERED IN LANE AS SHOWN STOP INSTALL MITE "STOP" LEGEND AS SHOWN BIKE LANE SYMBOL PER A24C OF CALTRANS STANDARD DRAWINGS INSTALL 8" WHITE GORE STRIPE AT THIRTY (30) FEET ON CENTER AS SHOWN ON PLAN. Ll INSTALL NEW 1 POST SIGN -0- SIGN LOCATION C) C> 0 4- re) 0 N CL to r- 00 0 2:Ei Q> oz== E < L-O.Ww a 0 0 cO (0 E 0 > 12 0 < 0 (D '0 010 0= 0 R! 0 S M 0•3: CL 0) 0 C5 K) LO pe) U5 Lo a) ti As 0 ot*--u os 'ac N-0 '0 1L 0 -0 0 A2 > W CL 0-S Z.0 00 ocn E 8, 0n.2 0 ci 0 c 0 0.S 0 i::i:.%*:::: ix:i: . 'Xiii. (DE • q) FE:6 0 FE V) 0 Mg I W W I Project Number: 204250300 File Name: ACV AJW JRC 07.01.19 Dwn. Chkd. Ds n. YY.MM.DD 5/ Drawing No. -(06 60'q P10:6111 Revision Sheet 17 of 17 U z z z 0 W z 0 LIL z UJ L) LL 0 r OCL UJ LO LL! (0 LO 0 0 W d . 0 z tom!) z W z W LL1 co 0 Permit -Seal ABBREVIATIONS_ V9113f ES Slo, EW EDGE OF WALK FL FLOWLINE R/W RIGHT OF WAY rn 25 M civil. OF CA Project Number: 204250300 File Name: ACV AJW JRC 07.01.19 Dwn. Chkd. Ds n. YY.MM.DD 5/ Drawing No. -(06 60'q P10:6111 Revision Sheet 17 of 17