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HomeMy WebLinkAbout1.1-7342 Ph 1, 2 & 3STANDARD NOTES GENERAL 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1 -BOO -227-2600. 3. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL. MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF 'SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFUCT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED M ORDER TO REDESIGN THE AUGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 4. ALL EXISTING IMPROVEMENTS, (CURB.GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 5. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -11 EXCEPT AS NOTED ON PLANS. 6. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT' OF BARREL RINGS. 7. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE PITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD SPECIFICATIONS. 8. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -4, ST -8, ST -7, ST -9, ST -10, ST -14, ST -17 ST -11, ST -13, ST -15, ST -18, ST -19, D-14, D-16, T-1, SW -4, SW -6 9. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 17 ON SHEET 2 OF 8) OVER 1.0' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. OO TO BE INSTALLED OO EXISTING IT. -.- 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. SID. T-1 -o- INSTALL STREET UGHT- HOLOPHANE-LVUI SERIES PER C.O.B. STD. SP7-86-10. 12. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST -14. 13, STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: 14. AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEN ECi THIRD EC7 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 15. INSTALL TYPE "B' CURB AND GUTTER, PER C.O.B. ST -1 STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 16. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 17. SEWER LATERAL LOCATIONS TO BE STAMPED (S ) INTO THE CURB FACE OVER EACH SEWER LATERAL STAMP "C" INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. I& INSTALL ADDITIONAL # 3-1/2 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. 19. INSTALL HANDICAP RAMPS PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. ASBA-CASE A UNLESS OTHERWISE NOTED. 20. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 21. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M213 SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 22. INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS AND STANDARD SPECIFICATIONS. LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CARVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR VESTING TENTATIVE TRACT NO. 7342 PHASE 1, 2 & 3 1 1 ' ' _ w w i 1- VESTING TENTATIVE -TRACT m^' N0. 7740 m. ID 11� 1 2! 8 ~ m 3 e IIIL I 'dl w ID n ECR r 6 10 J VACANT ,5 fs u 13 12 1 4 s a B E L T R A M I- - -a- - -PLACE----- M-I ZONED & M-1 I- 7 M c C C E N ROA D (AND USE LI 6019 FURNISH III INSTALL TRAFFIC SIGNAL CONDUIT U ZONED C-1 _.i' 2e m 24 v rt at U w m fa fe n fe a u u 1z n LAND USE GC TRACT 8332 '� TRACT 6332 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. YI N 25 M Y! m 25 b !1 I) 8 9 HANDICAP RAMPS (ADA/TRTLE 241CALTRANS) LAND USE IR 10 KEY MAP + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SCALE: i" = 200' 5 5 O TAPER NUMBER FOR TAPER DESCRIPTION MING CURB EA 4 4. VERSACE AVENUE _ 5. VESPUCCI AVENUE - -V E o I VACANT N FUTURE PARK ZONED A -20A o LAND USE RIA a 8 m F 0 r ; ' n 12 1s fa 1a ,a n 1s % m 3 9 M I sur,r 1� 1 I 1 L T m III VI M 47 W I :9 5a 15, 32LIb J 1 KK 5 L 0 C I -f-- - �'$r- -- -i -A V E N U E - -a w PHASE F BCR BEGIN CURB RETURN PI POINT OF INTERSECTION a a.,.- s ry ,.. 2 I! k 5 B > a 0 f0 ECR r 6 10 J VACANT • � 0 m .IIIA 0 0 � m m � TRACT BOUNDARY PIVC PAR 4 PON 07-0742 (TPM71809), -07R-I - B E L T R A M I- - -a- - -PLACE----- M-I ZONED & M-1 I- 7 M c C C E N ROA D (AND USE LI 6019 FURNISH III INSTALL TRAFFIC SIGNAL CONDUIT U ZONED C-1 _.i' 2e m 24 v rt at U w m fa fe n fe a u u 1z n BCR BEGIN CURB RETURN PI POINT OF INTERSECTION a a.,.- s ry ,.. rer:v PHASE BOUNDARY ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'RM(CA)' - NIKE LANE 'S4 -2P" - WHEN CHILDREN ARE PRESENT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE � 0 m .IIIA 0 0 � m m � TRACT BOUNDARY PIVC - - - PROPOSED EDGE OF PAVEMENT 2720 VACANT 5314 7 M c C C E N ROA D PAR 7 PM 3508 6019 FURNISH III INSTALL TRAFFIC SIGNAL CONDUIT INV ZONED C-1 IR FURMSH & INSTALL IRRIGATION CONDUIT G.B. LAND USE GC TRACT 8332 '� TRACT 6332 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. SK 57 PG 57 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT SK 57 PG 57 DRIVEWAYS INH THICK) ZONED R -I TR3-NO. 3 1/2 SIZE TR5-NO. 5 SIZE TR6=N0. 6 SIZE ZONED R-1 EXISTING SURVEY MONUMENT LAND USE LR HANDICAP RAMPS (ADA/TRTLE 241CALTRANS) LAND USE IR 10 KEY MAP + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SCALE: i" = 200' 5 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION a a.,.- s ry ,.. rer:v PHASE BOUNDARY ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'RM(CA)' - NIKE LANE 'S4 -2P" - WHEN CHILDREN ARE PRESENT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE � 0 m .IIIA 0 0 � m m � TRACT BOUNDARY PIVC POINT OF INTERSECTION TC TOP OF CURB - - PROPOSED EDGE OF PAVEMENT 2720 OF VERTICAL CURVE TP TOP OF PAVEMENT 5314 ROADWAY EXCAVATIOWSU13GRADE PREPARATION SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE 6019 FURNISH III INSTALL TRAFFIC SIGNAL CONDUIT INV RNV£RT RCP REMFORCEO CONCRETE PIPE IR FURMSH & INSTALL IRRIGATION CONDUIT G.B. GRADE BREAK RGJ RUBBER GASKEIED JOINT -IC-FURNISH & INSTALL INTERCONNECT CONDUIT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 27343 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 6mm DRIVEWAYS INH THICK) SF TR3-NO. 3 1/2 SIZE TR5-NO. 5 SIZE TR6=N0. 6 SIZE 5390.6 EXISTING SURVEY MONUMENT 14329 HANDICAP RAMPS (ADA/TRTLE 241CALTRANS) EA 10 Oj CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. EA 11 5 5 O TAPER NUMBER FOR TAPER DESCRIPTION MING CURB EA FURNISH & INSTALL METRO STREET SKIN PER C.O.B. SID. T-1. 4. VERSACE AVENUE 5. VESPUCCI AVENUE STREET LIGHTS - COB STANDARD A o ITEM OF NOPoC -SEE SCHEDULE W 12 FURNISH & INSTALL STREET UGHT-HOLOPHANE-DAUI SERIES PER C.O.B. SID. S7-86-10. 25 SURVEYMONUMENT&ENCASEMENT EA 10 B CRgY LETTER i FURNISH & INSTALL TRAFFIC SKINS PER C.O.B. SID. T-19: LF "R7-1'Wi'*1-7*R STRIPING(DETAIL 38- CHANNELIZING LINE) LF - STOP - DOUBLE _ _ _ _ _ e. _ SECTION LINE RDw WI 'R6-1' -ONE WAY '-8' - SINGLE ARROW LF 419 1479 "R5-1" - DO NOT ENTER 'WI -T' - CURVE ARROW 1898 MEDIAN CURB LF. " RZI�CA) - NO PARKING ANYTIME 'W3-3 - SIGNAL AHEAD 1951 SHEET SECTION IS LOCATED / CENTERLINES STORM DRAIN 8' WING W/2 / UP CURB %AND GUTTER B.C.R./ I I I SIDEWALK ��CENTER NUE STORM DRALN W 6' WING LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. 1 I L 0 0 K I N G (G/L ARSB WA Y I m m PMNz NNS E E P I N G C K W A Y ^rom_rc �dC, w� smogi gN TOP OF MANHOLE/FOP OF CLEANOUT ELEVATION CONSTRUCT STORM DRAIN PER C.O.B. STANDARDS CONSTRUCT STO(1A1 DRAIN MANHOLE TYPE B" PER C0.E. SID. SW -4. CONSTRUCT CATCH BASIN TYPE 'A' PER G0.8 SID. D-14 WITH GUTTER DEPRESSIONS PER C.O.S. STD. 0-16. CONSTRUCT SEWER PER C.O.& STANDARDS CONSTRUCT SEWER MANHOLE PER C.O.B. SID. SW -4 CONS11RUCT SEWER CLEAN OUT PER COLD. SID. SW -8 PER C.O.B. C 18! BOTTOM ONSTRUCT ST-4. (UNLESS OMMSE TH DRIVEWAY /S WINDS NOTED) LIST OF MATERIALS ITEM DESCRIPTION UNIT 'R3 -5R' - RIGHT TURN ONLY 'W3 -I' - STOP AHEAD 'R4-7' - KEEP RIGHT "35-2' - END SCHOOL ZONE 'RM(CA)' - NIKE LANE 'S4 -2P" - WHEN CHILDREN ARE PRESENT 'W31(CA)' - END 'S4-3" - SCHOOL "W4-1' - DEAD END 'R2 -I' - SPEED UNIT 20 "W14-2" - NO OUTLET / / CENTERLINES STORM DRAIN 8' WING W/2 / UP CURB %AND GUTTER B.C.R./ I I I SIDEWALK ��CENTER NUE STORM DRALN W 6' WING LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. 1 I L 0 0 K I N G (G/L ARSB WA Y I m m PMNz NNS E E P I N G C K W A Y ^rom_rc �dC, w� smogi gN TOP OF MANHOLE/FOP OF CLEANOUT ELEVATION CONSTRUCT STORM DRAIN PER C.O.B. STANDARDS CONSTRUCT STO(1A1 DRAIN MANHOLE TYPE B" PER C0.E. SID. SW -4. CONSTRUCT CATCH BASIN TYPE 'A' PER G0.8 SID. D-14 WITH GUTTER DEPRESSIONS PER C.O.S. STD. 0-16. CONSTRUCT SEWER PER C.O.& STANDARDS CONSTRUCT SEWER MANHOLE PER C.O.B. SID. SW -4 CONS11RUCT SEWER CLEAN OUT PER COLD. SID. SW -8 PER C.O.B. C 18! BOTTOM ONSTRUCT ST-4. (UNLESS OMMSE TH DRIVEWAY /S WINDS NOTED) LIST OF MATERIALS ITEM DESCRIPTION UNIT PHASE i PHASE 2 PHASE 3 TOTAL A.C. PAVING TNS 1722 3092 917 5908 AGGREGATE SASE, CLASS 2 CY 1657 2720 937 5314 ROADWAY EXCAVATIOWSU13GRADE PREPARATION CY 4056 6019 2343 12418 IV CUM &GUTTER LF 4986 5475 3223 13686 SIDEWALK H- THICK) SF 23523 27343 15103 6mm DRIVEWAYS INH THICK) SF 4782..4 5390.6 4156.4 14329 HANDICAP RAMPS (ADA/TRTLE 241CALTRANS) EA 10 9 6 25 STREETNAMESIGNS EA 11 5 5 21 TRAFFICCONTROLSIGNS EA 4. VERSACE AVENUE 5. VESPUCCI AVENUE STREET LIGHTS - COB STANDARD EA 6 W 12 6 25 SURVEYMONUMENT&ENCASEMENT EA 10 B 7 25 STRIPING(DETAILM- DOUBLEYELLOWN LF STRIPING(DETAIL 38- CHANNELIZING LINE) LF SAW CUT LF 419 1479 - 1898 MEDIAN CURB LF. - 1951 - 1951 LOCAL STREET FRONTAGE 11908 LF COLLECTOR STREET FRONTAGE 715 LF ARTERIAL STREET FRONTAGE 1126 LF P6CHEIL ROAD NOTES PROJEC 22 ❑ FAIR I E ROAD D ASSISTANT PUBLICWORKSDIRECTOR 23 H2O SITET D �T 24 19 _ TRAFFIC ENGINEER �I25 BASIS OF BEARINGS: 70 THE BEARING OF N 89'01'11" W/ SHOWN FOR THE , SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION LIcCUTC 29 28 0 EN ROAD tt a 26 rc 30 HOSKING NO COLORING SHALL BE ADDED. BEARING SHOWN HEREON. 0 33 w 34 D� 35 MCKEE 37 36 ono 4' MOUNTAIN RIDGE DRIVE. T a ELEVATION = 350.76' (U.S,G.S. DATUM) HwY. PUMP. GRBBNF�LD SIN 11JL- LEGAL DESCRIPTION: 5 119�' 1 CURNOW W �CZNTSR ��L`�J�I 1. a E6 OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. yd I� 810 F-] z it 12 7 ACMIITY MAP NO SCALE TEMPORARY FLOWAGE & DRAINAGE BLANKET EASEMENT FOR ENTIRE SITE PER DOC. NO. 218009715 AWNS t A Sa Wd* and matwlds and makm to Me sm/iom W dx WNW SE 'No" cofimx: c f QTr %wmd 9*kn 2. A amort Skeet FW0 &WW by tM My of RIAM eN PW* IWsbeed anal axwomy d W* doh Me CRY r e tamrf roy J: A&gmde .dal be ooa2Amkd bm to ra* and m MOM sad mwww A] M of mft*mm dJ' dWy as dON*k d by ASN 04557 to a deptb of 4'bOm kp of 309VA 4 cb m Aa' the *pooch Aar mmkm to Rx WAIrek (11dx camw amtwt lW4 Rwaete aAd matsh m OdAt s WIM p o, wraw & obfabxd bm bk (ay Eflomm d Faabw &W abd be mfetad m Wx 2Me ppm SAN to ft Wxt* and sw AIN be &w Mm 115 IMd OW b* mAred Famw SA ubga& AGI be WW kMXMdYP*W & Ptocmalf of moms&. ti. fAvaafe AO be baedm MWA Syed ad MW Ow o *W &m 1IM1 mem**" *waft of apmM areae"twcdm a m*m gV&Vika of WIM, plows+&✓ SAABwa(amhg 10 Me Andwd *00Wablom Maar M the S AM kvi maW SW Mr Sand Sang mom kww 7- £:¢Sava i6m& Aid m amkuctm of boM rqd d gpraaJr. 1Ndmar p/aa juhtA 2g' dreg and be ptSred d cmtw of gWrmd am m 7R6 arvdaum mlwwm oad m meiied by lAe Oy Ea9hem SECRON 'A -A° & EVmman)MI I& m ko d &Ad MS& Of PRIb7W 5*3 Of &04 redlm( MWA7d Md mdmm to be mrpdmm& of Me Stad&d llbacM ku A skc of emfmg &Ae gW'ach"m mad fm rgdmmmxf Aar be Seoul d No Adb of Amami m eAk*d by the CRY SMiN pht oT #v d m N41&OAa d shd mobm & d"vim me kca m to the odjmmt mAky bPWo Is mdem oOwdm dwied by Me My &gkw 10 SWtWW bake a.WADW may At POW aA*d MMV p WVl IT m good cmaw'1 and a& ft pW 4word of th CRY £ ofof aim *adad Pmeam! PoM Aar mnkm ro me ropiwmts of ftAw 0" ST -11. 11. Gab and gaffer mdmy bof oproacb sW be pmm A SWOW mi mmofdk* 12 W, &Ae gWmch mmt oft and be pmmitted h .Armf m d%mob R&M td rays of dbe qpm* Adel be a mHz of 25 box aijxeat td Nix. 14 rx&rmg cwb. W h gmd cmdbwT may be m xwt and mmmd ('swb W17 to Semmxm& amok V1W Of aaa MUM60' &Are Wpoach p W*Mv of emlhg *poaA NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. DESIGN CRITERIA ENCOUNTERED BE CORRECTED AND SUCH CTED ON CORRECTED PLANS SUBMITTED ROGER A. McINTOSH R.C.E. 33322 DA IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS ARE PUBUC AND ARE TO BE PUBLICLY MAINTAINED. R.C.E. NO. 61069 NOTES REVIEWED BY: STUART J. PATTESON R.C.E NO. 44898 DATE ALL CONSTRUCTION AND MATERIALS SHALL BE IN ASSISTANT PUBLICWORKSDIRECTOR REVIEWED BY. Z`-� /Y �'�' -"� L//?7/11 ' _ TRAFFIC ENGINEER THICKNESS OF APRONS AND SIDEWALK BETWEEN BASIS OF BEARINGS: THE BEARING OF N 89'01'11" W/ SHOWN FOR THE , SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 27, T. 30 S., R. 27 E PER TRACT NO, 6332 FILED IN 3. BOOK 57 OF MAPS, PAGE 57 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF NO COLORING SHALL BE ADDED. BEARING SHOWN HEREON. • BENCHMARK USED: Know WbaYs below. TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE BETWEEN APRON AND DRIVEWAY. CENTERLINE INTERSECTION OF McCUTCHEN ROAD AND 4' MOUNTAIN RIDGE DRIVE. before you ELEVATION = 350.76' (U.S,G.S. DATUM) APRON THEN DOWELS ARE REQUIRED AT BACK OF PER TRACT N0: 6332 PH. 1 MON. ELEVATION MAP LEGAL DESCRIPTION: A PORTION OF THE SOUTHWEST QUARTER OF SECTION �' 27, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. CARUSO AVENUE 4. VERSACE AVENUE 5. VESPUCCI AVENUE 6. BELTRAMI PLACE 7. McCUTCHEN ROAD 8. VOLTERA STREET & LOMBROSO STREET 9. TODARO WAY & VIDIUS WAY 10. WEEPING ROCK WAY & BRECCIA STREET 11. MOUNTAIN RIDGE DRIVE 12. STRIPING PLAN NOTES t. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATIONS. ' 2. THICKNESS OF APRONS AND SIDEWALK BETWEEN APRON & DRIVEWAY SHALL BE 6" OF CONCRETE , 3. CONCRETE SHALL BE CLASS S. 4. NO COLORING SHALL BE ADDED. • PROVIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE R/W. SIDEWALK MAY BE REDUCED TO 4'-0" WIDE Know WbaYs below. BETWEEN APRON AND DRIVEWAY. Call 4' IF CURB AND GUTTER ARE POURED SEPARATE OF before you APRON THEN DOWELS ARE REQUIRED AT BACK OF CURB, 3" IN CURB AND 9' IN CENTER OF APRON. �' AT KNUCKLES AND CUL-DE-SACS STANDARD NOTES (CONT.) ASPHALT CONCRETE PAVING NOTES: TRENCHING NOTES: STORM DRAIN NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B 1. TRENCH EXCAVATION 1. STORM DRAIN PIPE 23. PROVIDE CONTRACTOR SHALL PROVIDE i SPARE STREET LT. FOR EVERY 10 INSTALLED (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, 'ASPHALT TO CIN OF BSHALL PUBLIC WORKS DEPT. GENERAL SERVICES A CONCRETE,' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, LASS III WITH RUBBER 24. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD 2. PRKM TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN ACCEPTED OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, THE TRENCHES SHALL BE WIDTH SHOWN STANDARD 5-39 AND DETAILED CONTRACT PLANS. STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APRROVED MENTAL TA SCIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. FOR R INSURANCE, AND SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK AGGREGATE." OF THE STANDARD SPECIFICATIONS FOR 3/4' MAXIMUM, MEDIUM GRADING. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PERFORMED WITHIN THE RN;HT-OF-WAY AND INSURANCE SHALL BE POSTED 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE %ALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVISIONS IN SECTION 65, 'REINFORCED CONCRETE PIPE", OF THE STANDARD PRIOR TO ISSUANCE OF THE PERMIT. OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 25. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL &COLLECTOR PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CRY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. THE REQUIREMENTS IN THE TABLE FOR 'STEAM -REFINED PAYING ASPHALTS; IN SECTION 92-1.02, 'GRADES; OF THE STANDARD EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE ROADWAYS SHAT MEET THE SPECIFICATIONS FOR CUSS 2 AGGREGATE BASE SPECIFICATIONS. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE (CL 2 AS) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REWIRED BY THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT ALLOWED, BASE MATERIAL IN LOCAL ROADS SILL BE EITHER CL 2 AS OR CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE INSTALLATIONS SHALL MEET CITY STANDARD S-39. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE CM) B CONFORMING TO SECTION 200-2.4 OF CRUSHED MISCELLANEOUS BASE(GINS) IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. THE'GtEENBOOK". TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. AGGREGATE BAS SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CITY ENGINEER'S REVIEW AND APPROVAL: 2. BRACING AND SHORING SECTION 65-1.068, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE A A LIST OF AGGREGATE AND ASPHALT SOURCES. EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND SHAT BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% REGULATIONS OF TME STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR - HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL USED FOR THE SAFE LOADING, HAULING, UNLOADING, 26. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING PREFORMED AND PLACING OF MATERIALS, SPECIAL CARE SHALL 8E EXERCISED SO THAT PREFORMED T IN ACCORDANCE WITH THE CONTRACT PIANS, CITY MATERIAL SIEVE ANALYSIS AND SAND EH TEST RESULTS SHOULD NOT BE OLDER THAN SX (6) THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING RSTREETEQUIREMENTS MENTSAE REQUIREMENTS AND STANDARDS SUO SHAH BE GRADED MONTHS. AL MONTHS ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. OLDER RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION WITH JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE 955 TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95$ OF THE MAXIMUM MD COMPACTED TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE T REJECTED. DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING 27. COMPACTION TESTS STALL BE THERESPONSIBILITYBERDLOC OF THE DEVELOPER/ RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE SACKFILLLNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT 'AGGREGATE,' BACKFILL AT ALL TIMES. THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT SIAL BE DETERMINED BY THE CITY ENGINEER. BE ERMINED B CONCRETE MIX SHALL MEET ME REQUIREMENTS OF SECTION 39-2.02, OF THE STANDARD ACCORDANCE 'ATH MANUFACTURER'S RECOMMENDATIONS. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMTTED SHOWS THAT THE MATERIALS ARE SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT 28. OUST CONTROL SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING. PIPE LAYING SHALL BEGN FROM THE DOWNSTREAM ENO OF THE STORM DRAIN OR AS CONTRACTOR SHALL OBTAIN A COPY OF THE DIST CONTROL PLAN (DCP) FOR THIS PROJECT OLD. THE CONTRACTOR SOUL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE DIRECTED BY THE ENGINEER. PIPE LAYING STALL PROCEED WITH EACH PIECE LAID TRUE FROM THE DEVELOPER, AND SHAH KEEP A COPY ON SITE ALL TIMES. FOR THE DURATION 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM 70 EXISTING PAVED SURFACES, THE EXISTING PAVEMENT OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF TO UNE AND GRADE, AND IN SUCH A MANNER TO FORM A CLOSE CONCENTRIC JOINT IS OF CONTRACTOR'S LY OF THE SITE, CONTRACTOR IS SQUIRED TO COMPLY WITH THE SHALL BE SAW CUT RNA NEAT STRAIGHT UNE, EITHER PARALLEL PERPENDICULAR TO THE RUNE OF THE SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED THE D WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE D PLAN. PROVISIONS OF 5410 PLAN. STREET, AND AT A MINIMUM DISTANCE OF ONE 1 FOOT FROM THE EXISTING EDGE OF PAVEMENT. () E ENT. RT CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A ES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND WORK PROGRESSES, 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE EVER 29. STORM WATER POLLUTION PREVENTION OF ASPHALT CONCRETE HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, CONTRACTOR SHAT OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) STANDARD SPECIFICATIONS SHALL BE MET. PROHIBITED ON THIS PROJECT. OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT AL TIMES. FOR 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO THE DURATION OF CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE 3. TRENCH BACKFILL FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT WITH THE PROVISIONS OF SAID PLAN. LIMITS OF CONSTRUCTION. PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN 30. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN (6) HOLES SHALL EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF HOURS O 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE HOUDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A OTHERWISE PERMITTED BY THE CITY ENGINEER. THEREOF. UNLESS OTHERWISE PERMITTED BY THE ENGINEER. MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM OPEN FOR USE PUBIJC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE. ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES STALL BE OPEN FOR USE ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY SE TO USE THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK Of CUTTING PIPE AND E ARE USED, PERMITTED AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO FORM SMOOTH, TAPERED CONNECTIONS. ACCORDANCE WITH CITY STANDARD 5-39, EXCEPT THAT COMPACTION SHALL BE NO LESS SPECIAL CASING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE TO USE THE SDE OF IFC ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30') FROM FINISHED GRADE. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS OPERATIONS SHAD. BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THEBACKFILL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAYING LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OPERATIONS. THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE. IN SUCH A MANNER OR INCORRECTLY CUT. ADDITIONAL ASPHALT CONCRETE SHALT. BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY 2. BORED/JACKED PIPE WORK AND WHERE ORDERED BY THE ENGINEER, ME CONTRACTOR SHALL, AT HIS CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS OWN EXPENSE, FURNISH, INSTALL AND MANTAN CONSTRUCTION AREA SIGNS LIGHTS, BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR OPERATIONS RESUME. SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE THE SOLE CONVENIENCE AND DIRECTION OF PUBUC TRAFFIC. ALSO, MERE SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE PUBIC TRAFFIC THROUGH OR AROUND THE WORK. ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT ABOVE THE PIPE ZONE WILL BE ALLOWED. BETWEEN THE CASING AND TIME PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS 31. NG T REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS TRAFFIC STRIPES AND PAVEMENT AF IC ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE MARKINGS REMOVED WILL BE AS SHOWN PLANS AND DESIGNATED BY THE RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC DISPOSAL OF THE CONTRACTOR. ENGINEER TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT IN-SITU MATERIALS. POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS DENSITY AS DETERMINED BY ASTM 0-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE ACHIEVING FIRM BEDDING BELOW 1 CONTRACTOR SHALL PROVIDE "FIRM BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE WITH CALIFORNIA TEST 375. BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE FIRM BEDDING MEANS THAT CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE AREA SHALL BE SHIELDED SO THAT NO FROM THE BLASTING G OPERATION IS 74. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN PERCENT OR GREATER THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL OPEN ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE WILL SPECIFICATIONS. ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE AND GRADE AS INDICATED ON MATERIAL REMOVING TRAFFIC STRIPES SHA ON THE PAVEMENT ASA RESULT REQUIRED RETIED, COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR THE PLANS. R MARKINGS THE WORK PROGRESSES. ACCUMULATIONS OF AND MARKINGS SHALL SE REMOVED BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO IG SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE CONSTITUTE A HAZARD TO TRAFFIC YALL NOT BE PERMITTED. ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS PIPELINE TO GRADE, THE VOD BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND AND COUPUNGS SHALL BE AVOIDED. SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS PATTERN REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. APPROVAL CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS. AS 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACRON IS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO EITHER HER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHOVEL-SUCING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL IRREGULAR AND VARYING WIDTHS PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY UP TO THE QUARTER POINT OF THE PIPE. TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF OLD MESSAGE CANNOT BE IDENTIFIED. INITIAL BACKFILL 'BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FAGE CLOSURE WITH AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SAL COAT SHALL A A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. BE APPLIED IN CONFORMANCE WITH THE PROVISIONS W SECTION 37, BITUMINOUS SEAL5', B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: BE SUBSTITUTED WITH PARAFFIN. SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REMEW AND APPROVAL C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID IN TRAFFIC STRIPE REMOVAL AREAS THE FOG SEAL GOAT SHALL BE APPLIED OVER THE MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 3. MINOR STRUCTURES REMOVAL AREA. A. ABRASIVE GRINDING WITH EQUIPMENT UTIUZING DIAMOND BLADES, RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE B. REMOVAL AND REPLACEMENT, OR PERMITTED. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF BLAST CLEANED RECTANGULAR AREA 78. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE SPECIFIED SURFACE TOLERANCES. SUBSECIUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL NL GRINDING SHALL PERFORMED, AS NECESSARY, ENLARGE THE GRINDING AREA SO THAT THE SACKFIOPTION I WITH NAIVE MATERIAL REIMPORT FROM TRENCH OR THE PROVISIONS. SHALL CONFORM TO THE CIN OF BAKERSFIELD STANDARDS FOR AND APPLYING TOG SEAL SPECIFIED HERON FULL COMPENSATIONCONSIDERED LONGITUDINAL T LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALI,EI. T0, THE NEAREST DI BE USED. TI OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NAIVE F MAY . DROPS S-7 AND S -B. DROP INLETS STALL CONFORM TO THE CIN OF BAKERSFIELD S INCLUDED AI SQ AS INCLUDED XN THE CONTRACT PRICE PAID PER SWARF FOOT SHALL BE CDOF LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE FOR REMOVAL TH TRAFFIC SN AND PAVEMENT MARKING AND NO SEPARATEELI PAYMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. PLANS. BE MADE THEREFORE, NOTTING W THESE SPECIAL PROVISIONS SHALL RELIEVE THE THEREFORE, NOTHING ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR CONWILL OF FROM HIS RESPONSIBILITIES AS FRONDED IN SECTION 7-1.08, 'PUBLIC PARAGRAPHS SECTION 2, "CONSTRUCTION' THE STANDARD SPECIFICATIONS. A FOG SEAL COAT WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE SAFETY,- ARD SPE SAFETY; � THE STANDARD SPECIFICATIONS. LI FINIS ES THE FOG SEAL SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. MATERIAL SHALL PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES LOOSE STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE BECTON SHALL "KENT BY. COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CIN ENGINEER. I DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING ER BE SET ON A BED OF PORTLAND CEMENT GROUT OR SEAL" TO MAKE A TRAFFIC STRIPES AND PAVEMENT MARKINGS TRAFFIC STRIPES AND PAYMENT MARKINGS BEFORE SUCCEEDING LAYERS ARE PLACED. WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, 'THERMOPLASTIC 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO PLUMB. TRAFFIC STRIPES AND PAVEMENT MARKINGS,' OF THE STANDARD SPECIFICATIONS. SECTION 200-2.2 OF THE 'GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK ......... WHICH ALLOWS FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR 4. ADJUST SURVEY MONUMENT ENCASEMENTS PAVEMENT MARKERS PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 'PAVEMENT UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE ROWNG AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR MARKERS' OF THE STANDARD SPECIFICATIONS. BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED INSTALLED NEW TO FINISH GRADE A7 THE LOCATIONS SHOWN ON THE PLANS, IN ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90X) RELATIVE ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. TRAFFIC DELINEATION. COMPACTION. 20. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A IMMEDIATELY AFTER ANY CONSTRUCTION OPERATORS WHERE TRAFFIC IS THE FOLLOWING: SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM MINIMUM OF THREE DAYS. AMEN DIRECTED THE SHALL RE OBLITERATED THE CONTRACTOR STALL REPLACE 'ETH A WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE STONES OR LUMPS EXCEEDING THREE 3 INCHES IN GREATEST DIMENSIONS, VEGETABLE TE E VAIN DURING THE ALL OBLITERATED PAVEMENT DELINEATION TEMPORARY D. FOLLOWING SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOIHOYANG S1CH WORK GRADING PLANE AT ANY PONT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED MATTER, OR OTHER UNSATISFACTORY MATERIALS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF PERIOD. BY THE ENGINEER. SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR IN NO CANE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO TEMPORARY DELINEATOR CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE HSE) IS TO BE PLACE ON THE GRADING WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. A MINIMUM OF ONE DAY. NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WDF, SPACED NO MORE THAN PLANE THE GRADING PUEDE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION THE MONUMENT WALL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY ESTABLISHED BY THE ENGINEER. BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, CONTRACTOR SHALL GVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCMRRSSHALL 21. ANY WORK CONNECTING EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S TEMPORARY DELINATON MUST BE THE SAME COLOR AS THE PERMANENT DEUNEATON. ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT PUBLIC WORKS, DIVISION OF HIGHWAYS EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. REMOVE TEMPORARY DEUNEAFION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY RECORDED MAPS) PRIOR TO APPLYING ASPHALTIC EMULSION TACKOOAT FOR ASPHALT CONCRETE OVERLAY. NEXT LAYER IS PLACED. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFF M TO SECTION 94, 'TRAFFIC 22. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION AND PARKS DEPARTMENT. COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 PROVISIONS, 23. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTERS AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE AND COMMERCIAL DRIVE APPROACHES. ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CONFORM TO SECTION 84-2. 'THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT 24. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) 01557 AND ONE MARKINGS°. SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE OF THE FOLLOWING D2922 OR D1556. CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. PAVEMENT MARKERS SHALL CONFORM i0 SECTION 85 "PAYMENT MARKERS' AND 'THESE IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIAL PROVISIONS 25. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF 13AKERSFIELD LED STREET UGHTING PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-204 OF SPECIFICATIONS. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND THE STANDARD SPECIFICATIONS LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 26. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC 32.IF THE PROJECT IS SUBJECT TO PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF 13AKERSFIELD ELIMINATION SYSTEM (NPOES). A "NOTICE OF INTENT' (NOT) TO COMPLY WITH TERMS OF THE STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY 27. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (SWRCB ORDER NO. 20009-009-DWQ AS AMENDED BY ORDER 2010-OG14-DWO AND ORDER EXTENSION OF THE NEAREST LOT UNE TO WHERE THEY ARE SHOWN HEREIN. CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE 'NTH THE CITY 2012-0006-DWQ) MUST BE FILED WITH STATE WATER REQUIRES CONTROL BOARD IN OF BAKERSFIELD STANDARD DRAWING S-20. SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH 28. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MANHOLES SHALL BE TWE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B' FOR PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER: BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON 5FI5C372732 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. KENT -SEAL, IN A GROOVED FOUNDATION. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA cl 20.00' 31.42' 20.00' 90'00'37" C2 2000' 31.41' 20.00' 89'59'23" C3 1000.00' 7.92' 3.96' 00'27'14" C4 1020.00' 8.08' 4.04' 00'27'14" CS 980,w 7.96' 3.86' 00'27'14" R/W R/W m TEMPORARY SUMP, VOLUME REQUIRED: 0.083 AF VOLUME PROVIDED: 0.094 AF TO BE CONSTRUCTED WITH PHASE 1 AND REMOVED WITH PHASE 3. (SUMP NOT REQUIRED IF PHASE 2&3 ARE DEVELOPED WITH PHASE 1) TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.083 AF AREA: 1.32 AC, C=0.42 (1.32)(0.42)(0.15) = 0.083 AF VOLUME PROVIDED: 0.094 AF AREA(MID) 0.0469 AC 0.056X2.0'=0.094 AF 6' CHAIN LINK FENCE 1.5% MIN TO 3.4% MAX. 1.5% MIN TO 1.4% MAX. 0:20' A.C. PAVINGA I 0.40' MGG. BASE) / 1.00' COMPACTIED MG. 11 = 4.5 93% RELATIVE DENSITY R = 51 %A1 LOCAL STREET SEC11ON 3 SCALE: 1'=10' HORIZONTAL 1"=5' VERTICAL 360 x N 8992'59" W 66.WT .� �-� c a N 89-OZW W 58.011 R � 356 3 w s I 0 352 z z" I 5 69ro2'59" E 58.00' x I S 899759' E 66.00' k 348 N J P B TEMPORARY SUMP 3 7' = 20' 6' CHAIN UW FENCE C SECTION 3 TEMPORARY SUMP SCALE: N.T.S 1 rt~ �wN LEGEND: FL ABBREWARONS FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.1,; CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.L POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. n EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER C.O.S. STD. T-1. + FURNISH & INSTALL METRO STREET SON PER C.O.B. STD. T-1. O FURNISH & INSTALL STREET UGHT-5800 LUMEN PER COB. STANDARD OR APPROVED EOUAL S FURNISH & INSTALL STREET UGHT-9500 LUMEN PER m C.O.B. STD. ST -14. 0 EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS Q CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON COVER SHEET. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 360 356 352 ®' B.C.R. + L - EG STA 1,+09.66 F.L. VESTING TENATIVE TRACT A + 4. _ L _ g STREET NO. 7140 STA 11+03:70 EL SFE A a _-_ u ST0. 10+95.62 F.L 1 1 a• W q I i 1 I -�� 1 I 1 , '� 1F- 1 12 I n I 4 I 5 6 1 7 1 8 i SI I 10 o$$ 1: s,, Iw IUam •LL -5LL J 1,:1 41 -11 J JI -HI .1 1 mtPLL VP I 1 �J ZOOD YJ a N +N tli N N -LL 1L l� 4LL 4 ILL LLI LL ILLI 6 .� a�0 6`f �i JI V' I mo}o ° Qµro �IQm o iiR �'il mao>-<yc fOI uI n) "I nI �I vi ,7'i W3+ (jgWoi y3�+ 1` LL �i LL I ~ ^ P + ++I $+¢+ s ¢". 1rWy f /W o a Fes.- �� I 'I yw^ > �R Ha�I sz¢ - st-~ 'nl S"rIPI rorc - N ~ � I w 7'.,o o Vl N N -���- UI U1 N 1~/1 R/^ I'- (~/f H 2 N1_ !/F'• � �¢ F �F m N x. 6•SENIIto o S C4 4 n 4 3y7=. spa I "�� 0 4 a 5�970'tYE o 9S6YN -11+ 45.97'13+00 -� _ _ 13++00 I - T - + S, 4 t4o-o7+00. ,5+00 729.sr 16+00-I �- ' --- - n ,e+oo C2 s +I. I �/l,' Q LL y ~ B 3 ° �I Iq m m 7'cQIM nw -r 4. 7W ail>E-_2B3 !c.dOm -+1 4-+ l �H`�+W AS IVT. ¢ ��F 0 "15 1222 2 17 1 3 mW+I''oH43>1 Famro' rON ' +± + Cr W I °' I I I I mnn� ,n+ �i-n I� IjI •-� - w I w m� I .I m i -i+1.1 i -nm W J IAF- add 1I I I1 I z�Ia-+ I I rc. VOLTERA STREET LOMBF SEE SHEET CARUSO AVENUE SE (STA. 10+00.00 TO 18+79.48) CPV, C. 1^ _ An' LI(WI7MITAI 1 � 1 rt~ �wN I aoW I rc ci ti w W^� I NN 1 3 O I � O m 0 Q i 10+00 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 18+79.48) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 16+00 17+00 360 356 352 um 19+00 19+50 10+00 11+00 LEGEND CONT.): RI -1 FURNISH & INSTALL TRAFFIC SINS PER CO.B, STD, T-19: RI -I" - STOP "W14 -Y - ND OUTLET "R6 -i' - ONE WAY ^W3T(CA) - END iR26(CA)" - NO PARKING ANYTIME "0 CA - BIKE LANE "R3-7' - RIGHT LANE MUST TURN RIGHT "R5-1' - DO NOT ENTER 'W3 -i" - STOP AHEAD 'S5-2' - END SCHOOL ZONE 'W3 -S' - SIGNAL AHEAD `W14-1` - DEAD END 'R4-7' -KEEP RIGHT "'NI -7` DOUBLE ARROW - `WI -6" - SINGLE ARROW 'WI -1' - CURVE ARROW --- o STORM DRAIN - REFER TO SEVER & STORM DRAIN PLANS ' t CONSTRUCT TYPE `A' CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. - s SLYER - REFER TO SEWER & STORM DRAIN PLANS ------_-- TRACT BOUNDARY WIN S Will PHASE BOUNDARY CENTERLINE ./ 1b EDGE OF PAVEMENT •-------------------- SAW CUT 15 FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ut FURNISH & INSTALL IRRIGATION CONDUIT -1c-FURNISH & INSTAIL INTERCONNECT CONDUIT 113 W- T9PFURNISH & INSTALL SPUCE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SZE TR5=NO. 5 SIZE TR6=Na 6 SIZE 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 18+79.48) SCALE: 1' = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND (CONT.): CONSTRUCTION NOTES: O1 CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 -- A SECTION DESIGNATION 2 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET ii. SECTIO, IS Siam ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O CURVE NUMBER FOR CURVE DESCRIPTION ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, ® ITEM OF WORK - SEE SCHEDULE CASE A - DETAIL EL 10 FLOWUME STATION - SEE TABLE O5 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. NOTE INSTALL TYPE Ulf BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND SFE CNG & PS TRAFFIC MANUAL FOR BE ALL PERMANENT STRIPING & PAVEMENT MARKINGS CA BE THERMOPUSOC PAINT © OM4-3 MARKER E. REMOVE AND BOUNDARY N ADJACENT TRACT/PHASE D NOT CONSTRUCTED PER CALTRANS STANDARD SPECIFICATION PIH-02ALKYD. AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. TRACT/PHASE NOTES: O SAWCUT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY ENGINEER. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 11. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8' AC. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO OSI INSTALL INTERCONNECT PARING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. BE COMPACTED TO 95% RELARVE DENSITY PER C.O.B. STD. ST -9. 3. McCUTCHEN ROAD - PAVEMENT TO BE 0.45' TYPE 'B" A.C. 10 PROTECT IN PLACE OVER 0.70' AGGREGATE BASE OVER 1:35' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE OENSITY PER C.O.B. STD. ST -9. 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TYPE 'B' A.C. OVER 0.45' AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 6. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SITE OF CROSS GUTTER. 360 356 352 348 18+00 19+00 19+50 SCALE: 1" = 50' 50 25 O 50 100 • Know what's below. 0811 before you dig. VO"TERA STREET NOTES: SEE SHEET 8 il 24 I 25 I 26 31.42 O INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. ^ w LLI W LLI d' m I mi O5 w� �I ' 01 S CJs m L3Jm I OWI -3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED od{Q� oN �I o0 1 o I � amm �snm TRACT/PHASE. -O23 SCALE: 1" = 50' !� W i SAWCUT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY tiw ENGINEER. ra - 7321- p�_r,��-3 1 360 356 352 348 344 340 1 NOTES: j il 24 I 25 I 26 31.42 O INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. ^ w LLI W LLI d' m I mi O5 w� �I _ 01 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C NTH W-31(CA) SIGN AND 35.27 L3Jm © OWI -3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED od{Q� oN �I o0 1 o I � amm �snm TRACT/PHASE. _ 0 24' DRAIN _ -12+ff �WSMR I J 4 I 1 1 27 28 m i m 11-A dl <I FI mi 36i 35 mi 34 1 I 1 1 I I 1_VIIIORUJV QIRLLI SEE SHEET 8 >>Q g n I it 2922 $30 31 $ f $7 830 w8ft JJ 1 1 ni LL tiff J N } Uli -j °�a 1 _1J "J' pN pg V LL It m UppV IY b� IJi' LL (Cp)I1pi ILL QVIi JI 4 `LLI ULLmwLL n - W IVMO hM tJ 1iW W J, �8 OO] mm+F mmOY } tO m.,! Z-� `^_uS) J- ^I �m y +m+ N h9 ++ �PWLL C)1LL. JS Hlmni 3 r ao, gsM PZ inn anal ¢p 3"m+'Y 1+Wy� - Y� ++'"o m`° •-�c3 3j'N+I U �+++ 3+ rfi u+i�fi Su+i ,fi 3+ I 3+ wm+l mm -+L4 rc -<d niri .�- I- z SII -^^gip [i r li <d ++o+ �o'n t nz am d y Z -F< 6mm ¢ �< > I -•:Q Qd O¢Q' p¢' f l -t -OW 1YN4f <� W NaV O wmmlm amen �N mmzo 3 m io-FUTURE R/W add rcrN 1 TRACT BOUNDARY m - __ - -, 18' DRNN o n 18 DRAIN 4 4 18' DRAIN 1 I - 589S01YE275.1T G -- p 18 DR N _ _ �_ �_ _ _ _I _ _ _ I,,..��,�,F�,�4• S69'30'12'E 474.OP 14+0 s i6"+ao o - _ - 7 C1 4 `. N a 8' SEVER i + 18' GRAIN 18+OU i 2 g• SEWER 1 +00! o 0 0+00 g• 21+00 -+ z' IT 3 rc LL �-I '� IJ.- u I:: LL " J _ •;J LL� _ "- �� J 3 + Rip -e < o rc •I -I m •I I n ro `a8 n m I fv a > � � m m m m �3 n -I > 1 } m m n o o -1 r 1 N ¢� } .1 K H O 3 Yl 1- - }nm }„)a ¢'no QA ¢rN ¢o ¢O' <O' 1 I S m+ 3 N 'I + I3 } g tI prc N yQ� m a N 3'� mm}I 3 ,�I 3 m)WI N I rc p(8i 8 Of ^CLm+I-JJ >±®� >N N 3V[V >N � N 1 f w N r t;, (D nd.) Ndlo¢c5 u: JJ<I n> 0¢1 vii zF of od of o dl 'YF 1 v 0 +t M o dl dl dl FI o N N N ml `nl mN tilim nm I- d I 3 �� JJ32on xnn JJu im mm ml ml inl ml mi yl JJI 114 1 o $ I mm m r�10 11 ao' m$w I X14 15 I 16 17 I 18 I 19 I 20 00 a I "Z; Iz'-y 'amm i I omm �.^_ I aHlio 1 Z Iciaa R 1 I I 1 1 '<'a� 1 �^ I4 -' <� I•-�pppw 0mN I OI I� �IJm41 '^ 12 m'm Vl mm2i IW ( I I I I mQ< �.. ._ TODARO WAY , I E R S A C E AVENUE SEE SH WAY SEE SHEET 9 V SEE SHEET 9 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 360 356 352 348 344 340 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 (STA. 10+00.00 TO 22+04.03) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND: ABBREVIATIONS FL FLOWLNE RON.C. PONT ON VERTICAL CURVE C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. PONT OF INTERSECTION E,C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE 00 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE FC FINISHED CONCRETE PAL PROPERTY UNE R/W RMT -OF -WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/O CURB AND GUTTER C.B. CATCH BASIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. �6) EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T -i. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -i. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL -� FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.0.8. STD. ST -14. .:.::-. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.S. STD. DETAIL ON COVER SHEET. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE - REFER SEVER &STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LEGEND (CONT.) R1 -i FURNISH & INSTAL. TRAFFIC SIGNS PER COB. STD. T-19: -'•- RI -1" - STOP 'R6-1' - ONE WAY *11114-f - NO OUTLET D 'R26(CA)" - NO PARKING ANYTIME -1531 CA- - ENI) 'R3-7' - RICHT LANE MUST 'R81 CA' -BIKE LANE TURN RIGHT 'R5-1" - DO NOT ENTER 13-1' - STOP AHEAD "S5-2" - END SCHOOL ZONE "W3 -Y - SIGNAL AHEAD •W14-1' - DEAD END 'R4-7' - KEEP RIGHT .WI -7' - DOUBLE ARROW "W-6' - SINGLE ARROW 'WI -1' - CURVE ARROW -- 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS `r CONSTRUCT TYPE 'A' CATCH BASIN NTH 15' OPENING PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. _-S- SEWER - REFER TO SEWER & STORM DRAIN PLANS ----_---� TRACT BOUNDARY M ! 11111 PHASE BOUNDARY - CENTERUNE •/ ✓ EDGE OF PAWNENT --------------------- SAW CUT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDBT IC FURNISH & INSTALL INTERCONNECT CONDUIT ms m FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO 3 1/2 SIZE TR5-NO. 5 SIZE TR6-NO 6 SIZE LEGEND (CONT.): sEcnla ___7-_ _ A sEcnoN DEs cNAnDN SHEET WHERE 2 SECTION B SHOWN O1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10 FLOWIUNE STATION - SEE TABLE NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS, ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. NOTE 1�SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. 2 LOCAL STREETS - PAVEMENT TO BE 0.26 TYPE 'B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. McCUTCHEN ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TYPE 'e" A.C. OVER 0.45' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. 6. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTER. CONSTRUCTION NOTES: - il of u O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 11. 31.42 O INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. ^ I� + CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A,QmI �•- o' ¢ d' •I I mi O5 P8 37 _ 35.00 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C NTH W-31(CA) SIGN AND 35.27 9026'36' © OWI -3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED ++ I go I I o0 1 ++ I � amm �snm TRACT/PHASE. _ 0 24' DRAIN _ -12+ff �WSMR I J 4 I 1 1 27 28 m i m 11-A dl <I FI mi 36i 35 mi 34 1 I 1 1 I I 1_VIIIORUJV QIRLLI SEE SHEET 8 >>Q g n I it 2922 $30 31 $ f $7 830 w8ft JJ 1 1 ni LL tiff J N } Uli -j °�a 1 _1J "J' pN pg V LL It m UppV IY b� IJi' LL (Cp)I1pi ILL QVIi JI 4 `LLI ULLmwLL n - W IVMO hM tJ 1iW W J, �8 OO] mm+F mmOY } tO m.,! Z-� `^_uS) J- ^I �m y +m+ N h9 ++ �PWLL C)1LL. JS Hlmni 3 r ao, gsM PZ inn anal ¢p 3"m+'Y 1+Wy� - Y� ++'"o m`° •-�c3 3j'N+I U �+++ 3+ rfi u+i�fi Su+i ,fi 3+ I 3+ wm+l mm -+L4 rc -<d niri .�- I- z SII -^^gip [i r li <d ++o+ �o'n t nz am d y Z -F< 6mm ¢ �< > I -•:Q Qd O¢Q' p¢' f l -t -OW 1YN4f <� W NaV O wmmlm amen �N mmzo 3 m io-FUTURE R/W add rcrN 1 TRACT BOUNDARY m - __ - -, 18' DRNN o n 18 DRAIN 4 4 18' DRAIN 1 I - 589S01YE275.1T G -- p 18 DR N _ _ �_ �_ _ _ _I _ _ _ I,,..��,�,F�,�4• S69'30'12'E 474.OP 14+0 s i6"+ao o - _ - 7 C1 4 `. N a 8' SEVER i + 18' GRAIN 18+OU i 2 g• SEWER 1 +00! o 0 0+00 g• 21+00 -+ z' IT 3 rc LL �-I '� IJ.- u I:: LL " J _ •;J LL� _ "- �� J 3 + Rip -e < o rc •I -I m •I I n ro `a8 n m I fv a > � � m m m m �3 n -I > 1 } m m n o o -1 r 1 N ¢� } .1 K H O 3 Yl 1- - }nm }„)a ¢'no QA ¢rN ¢o ¢O' <O' 1 I S m+ 3 N 'I + I3 } g tI prc N yQ� m a N 3'� mm}I 3 ,�I 3 m)WI N I rc p(8i 8 Of ^CLm+I-JJ >±®� >N N 3V[V >N � N 1 f w N r t;, (D nd.) Ndlo¢c5 u: JJ<I n> 0¢1 vii zF of od of o dl 'YF 1 v 0 +t M o dl dl dl FI o N N N ml `nl mN tilim nm I- d I 3 �� JJ32on xnn JJu im mm ml ml inl ml mi yl JJI 114 1 o $ I mm m r�10 11 ao' m$w I X14 15 I 16 17 I 18 I 19 I 20 00 a I "Z; Iz'-y 'amm i I omm �.^_ I aHlio 1 Z Iciaa R 1 I I 1 1 '<'a� 1 �^ I4 -' <� I•-�pppw 0mN I OI I� �IJm41 '^ 12 m'm Vl mm2i IW ( I I I I mQ< �.. ._ TODARO WAY , I E R S A C E AVENUE SEE SH WAY SEE SHEET 9 V SEE SHEET 9 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 360 356 352 348 344 340 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 (STA. 10+00.00 TO 22+04.03) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND: ABBREVIATIONS FL FLOWLNE RON.C. PONT ON VERTICAL CURVE C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. PONT OF INTERSECTION E,C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE 00 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE FC FINISHED CONCRETE PAL PROPERTY UNE R/W RMT -OF -WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/O CURB AND GUTTER C.B. CATCH BASIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. �6) EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T -i. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -i. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL -� FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.0.8. STD. ST -14. .:.::-. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.S. STD. DETAIL ON COVER SHEET. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE - REFER SEVER &STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LEGEND (CONT.) R1 -i FURNISH & INSTAL. TRAFFIC SIGNS PER COB. STD. T-19: -'•- RI -1" - STOP 'R6-1' - ONE WAY *11114-f - NO OUTLET D 'R26(CA)" - NO PARKING ANYTIME -1531 CA- - ENI) 'R3-7' - RICHT LANE MUST 'R81 CA' -BIKE LANE TURN RIGHT 'R5-1" - DO NOT ENTER 13-1' - STOP AHEAD "S5-2" - END SCHOOL ZONE "W3 -Y - SIGNAL AHEAD •W14-1' - DEAD END 'R4-7' - KEEP RIGHT .WI -7' - DOUBLE ARROW "W-6' - SINGLE ARROW 'WI -1' - CURVE ARROW -- 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS `r CONSTRUCT TYPE 'A' CATCH BASIN NTH 15' OPENING PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. _-S- SEWER - REFER TO SEWER & STORM DRAIN PLANS ----_---� TRACT BOUNDARY M ! 11111 PHASE BOUNDARY - CENTERUNE •/ ✓ EDGE OF PAWNENT --------------------- SAW CUT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDBT IC FURNISH & INSTALL INTERCONNECT CONDUIT ms m FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO 3 1/2 SIZE TR5-NO. 5 SIZE TR6-NO 6 SIZE LEGEND (CONT.): sEcnla ___7-_ _ A sEcnoN DEs cNAnDN SHEET WHERE 2 SECTION B SHOWN O1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10 FLOWIUNE STATION - SEE TABLE NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS, ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. NOTE 1�SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. 2 LOCAL STREETS - PAVEMENT TO BE 0.26 TYPE 'B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. McCUTCHEN ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TYPE 'e" A.C. OVER 0.45' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. 6. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTER. CONSTRUCTION NOTES: RADIUS O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 DELTA O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 11. 31.42 O INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. i ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A,QmI 6.94 d' C3 CASE A - DETAIL B. O5 CONSTRUCT 1Y WIDE CROSS GUTTER PER C.O.B. STD. ST -17. _ 35.00 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C NTH W-31(CA) SIGN AND 35.27 9026'36' © OWI -3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED - 19.85 89'33'24" AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT 20.00 31.57 20.16 TRACT/PHASE. SCALE: 1" = 50' 50 25 0 50 100 W i SAWCUT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY ENGINEER. - - - 7321- p�_r,��-3 ® CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 11. O INSTALL INTERCONNECT WRING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 1 to PROTECT IN PLACE •'' 11 CONSTRUCT TEMPORARY SUMP WITH PHASE 1 AND REMOVE WITH PHASE 2. TEMPORARY SUMP NOT REQUIRED IF PHASE 2 IS CONSTRUCTED NTH PHASE 1. - - 360 356 352 348 344 22+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 20.00 31.42 20.00 90'00'00" C2 35.00 13.70 6.94 2225'35" C3 84.00 198.35 204.29 13517'47' C4 35.00 55.25 35.27 9026'36' C5 20.00 31.26 19.85 89'33'24" C6 20.00 31.57 20.16 90'26'36" LINE TABLE LINE I LENGTH BEARING Li 84.50 N89' 30' 22.36"W L2 56.00 SO' 29' 42.21"W L3 84.50 N89' 30' 12.43"W 1_4 56.00 SO' 29' 42.22'W 1_5 42.50 S89' 30' 22.36E L6 42.50 NEW30' 12.43"W 1_7 14.00 NO.29' 42.22"E L8 14.00 SO' 29' 42.21"W TEMPORARY SUMP VOLUME REQUIRED: 0.398 AF AREA: 6.33 AC, C=0.42 (6.33)(0.42)(0.15) = 0.398 AF VOLUME PROVIDED: 0.408 AF AREA(MID) 0,051 AC PENCE 0.051 X 8.0' = 0.408 AF J n -a - -_- 1 1 ++ 1 TEMPORARY SUMP 4 SCALE: N.T.S WATER SURFACE BOTTOM ELEV. 33 .75' B SECTION 4 TEMPORARY SUMP SCALE: N.T.S I CIO +� Z J 9 CE I 4 U� � d U I Z� i ^ 0 W I d > W n_ ■EE. n EEEE■ W cr COL Know whars below. Gall before you dig. SCALE: 1" = 50' 50 25 0 50 100 W i 7321- p�_r,��-3 LL CITY RECORDS NO: 1 0 n_ ■EE. n EEEE■ e r I 1 I 14+00 15+00 16+00 17+00 18+00 TANGENT TA, LL= TSTA 9+28.23 F.L. RT. F?' n 1 i 45,-- J 46 d4 90'00'00" 447 3m O a u n1: LEGEND: t$rx: W:I yy^ Wrid LEGEND CONT.): W� sdl I o � 4 O ' ¢ Ri-1 (CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: Y . n Egg ¢ < Vi 0 N !- E m FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE i 3 N }y + SECTION DESIGNATION C.L. \ " amWWrri _ _ _ 2 ELEV oN Mr `\ p o Y] In GI SX57 X99+2823 RE I 1 13+00 14+00 15+00 16+00 17+00 18+00 TANGENT TA, LL= TSTA 9+28.23 F.L. RT. F?' (STA. 10+00.00 TO 21+87.88) 31.42 20.00 90'00'00" C2 SCALE: 1" = 50' HORIZONTAL 27.13 LEGEND: 44-24'55- 4.24'55C3 LEGEND SCALE: 1" = 5' VERTICAL LEGEND CONT.): 28 I Ri-1 (CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: SEC" IE FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE i RI -1• - STOP "WI4-2° - NO OUTLET 'R6-1' - ONE WAY SECTION DESIGNATION C.L. \ " JpU _ _ _ 2 ELEV ELEVATION EV.C. END VERTICAL CURVE p o Y] N BEGIN CURB RETURN P.I. POINT OF INTERSECTION M TURN PoGI1T 'RS -i' - DO NOT ENTER JJ8 JJ 44 END CURB RETURN PRC POINT OF REVERSE CURVATURE C O CURVE NUMBER FOR CURVE DESCRIPTION BC \YI` 1 I Mn EC 1 \ � ¢ N :9g + + POINT OF INTERSECTION TP TCP OF PAVEMENT \\ "R4-7' - KEEP RIGHT q0-6^ - SINGLE ARROW + ao a i j.LL `\ add cSdFd 25 (4 24 NOTE: 23 PROPERTY UNE R/W RIGHT-OF-WAY 22 STORM DRAIN - REFER TO SEWER & STORMDRAIN PLANS 2t� E.P. i 52 l � Q 1 I I I JI 8 Tu 48 �1 59 50 J� 51 J m� M7 53 1 � 31 ) 30 VLL 41 LL w 41 w41 oLL�w �. ®I i Ie or .LLMYow LLI d o o dl o dl nnw J S.t lO I "dm i� r Y J 2 < r ro 'o d o d d M P 3 ¢ p < W M mm 2 } µ W T 0 LL - 3 3 N N 3 m + + + ¢ m + +I + p Z +I Gf W N N - N -i _ NI �-�I�� .-.-aw aI� ciao +,'k+•. fin ¢ n � �(- Rin k R 6X o .ot1 DRAIN 4 q N 12+0 8' SEWER tyi+W S 14+ 8' 515+00y,. R i6 569'30'12'E 438.70' DR_ _ AWN p . 2 1 3 f 24' a SERER 18DRAIN8" 17+ b n _ S 18+OQ SEWF7t 1g9± E s�Nw 33�1 o¢ 34o43 42�"F; 41 39 t1 o32� + A iP c I i VESPUCCI AVENUE (STA. 10+00.00 TO 21+87.88) CPA) F• 1" - SA' WAD17nMTAl 1 � 3 x a y I �35$< r. W N I �I JJ JJ l 8 VLL Zd(mqJ I a +mW W BRECCIA STREET SEE SHEET 10 2 +00 S 8' SEWER 21+0 S n 1'30'12'E 459.38' I ii 2 1 I VIDIUS WAY SEE SHEET 9 3 1 m LIQ w m Sa iv T CM7 1 •I Q / I A< 40 a 41 ! 42 1 I W i-i.l M inl i 1 i I 1 i RE 356 352 m 344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 (STA. 10+00.00 TO 21+87.88) SCALE: 1" = 50' HORIZONTAL SCALE: I' = 5' VERTICAL 360 356 352 348 344 21+00 21+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 TANGENT DELTA Ci (STA. 10+00.00 TO 21+87.88) 31.42 20.00 90'00'00" C2 SCALE: 1" = 50' HORIZONTAL 27.13 LEGEND: 44-24'55- 4.24'55C3 LEGEND SCALE: 1" = 5' VERTICAL LEGEND CONT.): 28 I Ri-1 (CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: SEC" IE FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE i RI -1• - STOP "WI4-2° - NO OUTLET 'R6-1' - ONE WAY SECTION DESIGNATION C.L. CENTFRUNE B.V.C. BEGIN VER11GAL CURVE " W31 CA' - END "R26(CA)' RI NO PARKING ANYTIME "R81�CA)' _ _ _ 2 ELEV ELEVATION EV.C. END VERTICAL CURVE "R3-7" -RIGHT LRE MUST - BIKE LANE SHEET WERE D.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION M TURN PoGI1T 'RS -i' - DO NOT ENTER SET:RON rs SKIWp E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 'W3-1' - STOP AHEAD 'S5-2" - END SCHOOL ZONE O CURVE NUMBER FOR CURVE DESCRIPTION BC a x -j. 1 I I EC 1 "WI -7' - DOUBLE ARROW I I POINT OF INTERSECTION TP TCP OF PAVEMENT I "R4-7' - KEEP RIGHT q0-6^ - SINGLE ARROW o 29� OF VERTICAL CURVE FC FINISH CONCRETE j.LL 27 FLOWLWE STATION - SEE TABLE 26 25 (4 24 NOTE: 23 PROPERTY UNE R/W RIGHT-OF-WAY 22 STORM DRAIN - REFER TO SEWER & STORMDRAIN PLANS 2t� E.P. EDGE OF PAVEMENT AP. ANGLE PONT J� J��4 J� JJ� TYPE 'A' CATCH BASIN VATH 3.5 OPENING PER PER CALTRANS STANDARD S'ECIFICA71ON PTH-02ALXYD. C.B. CATCH BASIN M . ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. Qi FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. •J mu d I - n o r h O O O 1 .i •I O •I FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1.® mW m m TRACT BOUNDARY .-N r PP WW 4. rr n T a t0 P S O P P 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. o ¢ 3m 0 0 P 0 P o 0 [V tV BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. -0- J l�1 4 W Q • OO } tG } N M BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. H H + GAEL STD. ST -14. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 4, MOUNTAIN RIDGE DRIVE - PAYMENT TO BE 030' TYPE 'B' A.C. - DMNG STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ICI FURNISH & WSTALL IRRIGATION CONDUIT OVER 0.45' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO CONSTRUCT DRIVEWAY PER C.O.B. SID. DETAIL ON � COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. COVER SHEET -BE Ic FURNISH & INSTALL INTERCONNECT CONDUIT 5. ALL CATCH BASINS TO BE TWE 'A" WITH 3.5' OPENINGS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM 163 s w FURNISH & INSTALL SPUCE BOK FOR NTERWNNECT PER CO.B. SID. D-14, UNLESS NOTED OTHERWISE. DRAW PLANS Z TR3=N0 3 1/2 SIZE IR5=N0. 5 SIZE TRB=N0. 6 SIZE 6. SEE CALIRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & J - CL 1009 >dddl BE THERMOPLASIIC PAINT PER STANDARD PAVEMENT MARKINGS T2ALKYD. mnz o>Fdi�od SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS v~i dl R/W od dl od i I o I o i oN cfdd 7. 95R COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND N FULL EACH SIDE OF CROSS GUTTER. r O% d0L - I - ~W F c WRRR_ E In ((� SERER 18DRAIN8" 17+ b n _ S 18+OQ SEWF7t 1g9± E s�Nw 33�1 o¢ 34o43 42�"F; 41 39 t1 o32� + A iP c I i VESPUCCI AVENUE (STA. 10+00.00 TO 21+87.88) CPA) F• 1" - SA' WAD17nMTAl 1 � 3 x a y I �35$< r. W N I �I JJ JJ l 8 VLL Zd(mqJ I a +mW W BRECCIA STREET SEE SHEET 10 2 +00 S 8' SEWER 21+0 S n 1'30'12'E 459.38' I ii 2 1 I VIDIUS WAY SEE SHEET 9 3 1 m LIQ w m Sa iv T CM7 1 •I Q / I A< 40 a 41 ! 42 1 I W i-i.l M inl i 1 i I 1 i RE 356 352 m 344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 (STA. 10+00.00 TO 21+87.88) SCALE: 1" = 50' HORIZONTAL SCALE: I' = 5' VERTICAL 360 356 352 348 344 21+00 21+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 TANGENT DELTA Ci (STA. 10+00.00 TO 21+87.88) 31.42 20.00 90'00'00" C2 SCALE: 1" = 50' HORIZONTAL 27.13 LEGEND: 44-24'55- 4.24'55C3 LEGEND SCALE: 1" = 5' VERTICAL LEGEND CONT.): 42.87 ABBREVIATIONS Ri-1 (CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: SEC" IE FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE i RI -1• - STOP "WI4-2° - NO OUTLET 'R6-1' - ONE WAY SECTION DESIGNATION C.L. CENTFRUNE B.V.C. BEGIN VER11GAL CURVE i W31 CA' - END "R26(CA)' RI NO PARKING ANYTIME "R81�CA)' _ _ _ 2 ELEV ELEVATION EV.C. END VERTICAL CURVE "R3-7" -RIGHT LRE MUST - BIKE LANE SHEET WERE D.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION M TURN PoGI1T 'RS -i' - DO NOT ENTER SET:RON rs SKIWp E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 'W3-1' - STOP AHEAD 'S5-2" - END SCHOOL ZONE O CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE z W I J "MI3-3' -SIGNAL READ 1'R4 -i' -DEAD END EC END CURVE TC TOP OF CURB "WI -7' - DOUBLE ARROW ® )IDA OF WORK - SEE SCHEDULE PIVC POINT OF INTERSECTION TP TCP OF PAVEMENT `� "R4-7' - KEEP RIGHT q0-6^ - SINGLE ARROW OF VERTICAL CURVE FC FINISH CONCRETE 'WI -i° - CURVE ARROW FLOWLWE STATION - SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE m NOTE: PA PROPERTY UNE R/W RIGHT-OF-WAY --- D STORM DRAIN - REFER TO SEWER & STORMDRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS All PERMANENT E.P. EDGE OF PAVEMENT AP. ANGLE PONT STRIPING. & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G CURB AND G UTTIFCONSTRUCT TYPE 'A' CATCH BASIN VATH 3.5 OPENING PER PER CALTRANS STANDARD S'ECIFICA71ON PTH-02ALXYD. C.B. CATCH BASIN M C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. Qi FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. N - - 5 SEWER -REFER TO SEWER &STORM DRAW PLANS EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1.® --�-`----- TRACT BOUNDARY 1. SEE SEWER AND STORM GRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. z 0 11111 PHASE BOUNDARY 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. - CENTERUNE OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. -0- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. '/1 EDGE O PAVEMENT 3. MCCUTCHEN ROAD - PAVEMENT TO BE 045' TYPE 'B" A.C. STANDARD RD OR APPROVED EQUAL --------------------- SAW CUT OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO a FURNISH & INSTALL STREET UGHT-9500 LUMEN PER BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. GAEL STD. ST -14. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 4, MOUNTAIN RIDGE DRIVE - PAYMENT TO BE 030' TYPE 'B' A.C. - DMNG STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ICI FURNISH & WSTALL IRRIGATION CONDUIT OVER 0.45' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO CONSTRUCT DRIVEWAY PER C.O.B. SID. DETAIL ON COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. COVER SHEET -BE Ic FURNISH & INSTALL INTERCONNECT CONDUIT 5. ALL CATCH BASINS TO BE TWE 'A" WITH 3.5' OPENINGS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM 163 s w FURNISH & INSTALL SPUCE BOK FOR NTERWNNECT PER CO.B. SID. D-14, UNLESS NOTED OTHERWISE. DRAW PLANS Z TR3=N0 3 1/2 SIZE IR5=N0. 5 SIZE TRB=N0. 6 SIZE 6. SEE CALIRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & J - CL 1009 BE THERMOPLASIIC PAINT PER STANDARD PAVEMENT MARKINGS T2ALKYD. 0 SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS O9 ALL TEMPOR TEMPORARY STRIPING SHALL BEO 1 LL NON -THERMOPLASTIC, MPACTI ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. c 7. 95R COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND N FULL EACH SIDE OF CROSS GUTTER. 19+00 20+00 360 356 352 348 344 21+00 CONSTRUCTION NOTES: C.1 CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 11. ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, CASE A - DETAIL B. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND © OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. OSAWCUT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY ENGINEER. VJ CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SID. DET. ON SHEET 11. C.9 INSTALL INTERCONNECT WIRING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 90 PROTECT IN PLACE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 20.00 31.42 20.00 90'00'00" C2 35.00 27.13 14.29 44-24'55- 4.24'55C3 C3 42.00 197.06 42.87 268.49'50° SCALE: 1" = 50' 50 25 O 50 100 can before you dig. 1-7393 Ar,a.7 CITY RECORDS NO: w.z o N N F- o � z > Z� i � N M UO W 0 ¢ a ooh z W I J U W � `� o Rwil N W >f m m Q M U P z 0 it a" 0 U F Z N J CL 1009 Z O9 1 LL ulz c r O% d0L 2 g I - ~W F c WRRR_ E In ((� ■ 360 356 352 348 344 BRECCIA STREET - MOUNTAIN RIDGE DRIVE SEE SHEET 10 u SEE SHEET 11 f iw I I J LL I1 1 JI LL�LL-,28 292 30J 31 32 33 134 2 3 4 5 6 7 814 r,9 10LL m II 8 Ii 1 3p mm Ml m },7 N _ LL ,i 4 li .py 1 �q fJ ILL '4., f I.._ I 14 III li W) Y:1 LL' J NN 1 mm 4m jD 3+ 1 U$O m LL NOfj 3+ 10 >N 1 ry� N) 3M a Q m avmi NN�zQ4 4 NI �I >+ nl 3 I 3 W y„++1 m, ^ POINT 1 .. ,,•: ,> ;5'. .m C�j rn , _ I I' 0+20.00 C.L. I C2 1 2 ;� - r m ' I S 89'30'12' E 486.03' 13+00 14+00 4- 4 3 N M 1 m• .$` 1 GRADE 11��y....... I�+00 - - -�.._ - - - -I-- - 1 - - -I- - - -- - N--- - 76-4 W _ -I_ - _ -+- - - N 18+00 58930121E 574.09' 19 }00 _ -f _ - _ -I- _ _ -i--- _ STA, 21+1920 Ny. LT. s F*jL s f O $ 8" SEWER 1 2 B" SEWER s a o s O 0 4 g 1 2 S. SEWER g L 9 by-. g 6 g ; STA. 21+51.9% RT. * SEWER q+43.52• '1' n . LL w LL .4 LL LL �LL LL R/W n b! Y LL W St P. N r N m i m m w m I R/W m w o N ul of m Q � ai y;JtiWj�J FayJm}-nc'. \ ♦\ ♦♦♦ ♦ v�,-u1 f$¢J rcowJtiEDri0drcm ��w0 idryJ-n diJq ¢>wo3�a"¢+'' mm.'-,1Ill &3�o'f�dNr zi o�dfatUm�dmd >rQ �2Fh- mnEDTI1IIl orN�- �+ III iJl<Ndni u + + mN 4 p + 3+ ON26 25 24 23 22 21 20 1Q 1g 17 16 15 14 13+N-4' ��12 ; Hi + a NmoNm0 1i11Ii I! k4 ! +I, BRECCIA STREET MOUNTAIN RIDGE DRIVE SEE SHEET 10 SEE SHEET 11 BELTRAN PLACE (STA. 10+00.00 TO 20+80.12) SCALE: 1" = 50' HORIZONTAL 360 356 352 348 344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 (STA. 10+00.00 TO 20+80.12) SCALE 1" = 50' HORIZONTAL SCALE: 1" = 5 VERTICAL 360 356 352 348 344 21+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 CONSTRUCTION NOTES: O7 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -11 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DEL ON SHEET 11. I INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, CASE A - DETAIL B. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. INSTALL TYPE IRR BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND ©OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASEIS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. OSAWOIT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY ENGINEER. O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 11. U9 INSTALL INTERCONNECT PARING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 10 PROTECT IN PLACE 360 356 352 348 344 21+75 CURVE TABLE CURVE RADIUS (STA. 10+00.00 TO 20+80.12) TANGENT DELTA CI SCALE: 1' = 50' HORIZONTAL 188.02 53.28 256'3VO2" SCALE: 1" = 5' VERTICAL 30.00 LEGrENQ: 3.56 LEGEND (CONT.): LEGEND (CONT.): 38.46 ABBREVIATIONS RI -I FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rl-1" g ,E� .L P.O.V. POINT VERTICAL CURVE 8452'18' -STOP "WIN -Y - NO OUTLET "R6-1' - ONE WAY A C.L. CENTERLINEVE CENTERLINE B.V. BEGIN VERTICAL CURVE 95'07'42" 'R26(CA)" - NO PARKING ANYTIME 'W3I(CA). - _ _ _ _ _ SECTION DESIGNATION 2 EIEV ELEVATION E.V. END VERTICAL CURVE 4424'55' 'R3 -i - RIGHT LANE MUST MtBf(CA - BIRE UNE 61IET WHERE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 268'49'50" TURN RIGHT 'R5-1" - DO NOT ENTER SECTION IS SHOWN E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE '0-1" - STOP AHEAD "S5-2• - END SCHOOL ZONEOj CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "W3-3" - sIGNu AHEAD 'W14-1' -DEAD ENO EC END CURVE TC TOP OF CURB 'WI -7' - DOUBLE ARROW ® ITEM OF WORK - SEE SCHEDULE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 'R4-7' - KEW RIGHT 'N-6• - SINGLE ARROW O VERTICAL CURVE FC FINISH CONCRETE "WI -l' - CURVE ARROW FLO'MJNE STATION - SEE TABLE P.O.. POINT ON CURVE FC FINISHED CONCRETE NOTE PA PROPERTY LINE R/W RIGHT-OF-WAY --- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT E.P. EDGE OF PAVEMENT AP, ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE IHB MOPLAS71C PAINT F.Q. FACE OF CURB C/G CURB AND GUTTERCONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. .B CATCH BASIN C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON-THERMCULA571C. Q flIMISI & INSTALL SURVEY MONUMENT PER G.B. STD. ST -13. NOTES. s SEWER - REFER TO SEWER & STORM DRAIN PLANS 1, EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SRO. T -1•A TRACT BOUNDARY 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAM DETAILS. P„ASE BOUNDARY 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE '8' A.C. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. - CENIERNE OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. -o- FURNISH &INSTALL STREET UGIT -5800 LUMEN PER .O.B. SIRE 'i '3 EDGE OF PAVEMENT 3. MLCUTCHEN ROAD - PAVEMENT TO BE 0.45' TYPE 'B" A.C. STANDARD OR ALL EQUAL --------------------- SAW CUT OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO a FURNISH & INSTALL STREET UGHT-9500 LUMEN PER BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. ST -14, Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TYPE "B" AC. DOTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS IR FURNISH & INSTALL IRRIGATION CONDUIT OVER 0.45' AGGREGATE BASE OVER 1.00' COMPACTED O.G TO CONSTRUCT DRIVEWAY PER C.O.B. SID. DETAIL ONIc BE COMPACTED TO 95% RELATIVE DENSITY PER .O.B. STD. ST -9. [ COVER SHEET. FURNISH & INSTALL INTERCONNECT CONDUIT 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS o STORM DRAIN MANHOLE - REFER TO SEWER & STORM IN M5 TSY FURNISH & INSTALL SPUD BOX FOR INTERCONNECT PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. DRAIN PLANS TR3-NO. 3 1/2 SIZE TR54A 5 SIZE TR6-NQ 6 SIZE 6. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & T PER CALTRAN STANDARD MTEMPORARY T MARKINGS TO BE THEROPLASTIC STRIPINGG ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SPECIFICATION PTH-02ALKYD. ALLMSHALL BES NONSEWER ® CLEANOUT - REFER M SEWER & STORM DRAIN PLANS. 95% COMPACTION FU 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SIDE O CROSS CUTTER. 19+00 20+00 21+00 CONSTRUCTION NOTES: O7 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -11 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DEL ON SHEET 11. I INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, CASE A - DETAIL B. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. INSTALL TYPE IRR BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND ©OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASEIS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. OSAWOIT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY ENGINEER. O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 11. U9 INSTALL INTERCONNECT PARING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 10 PROTECT IN PLACE 360 356 352 348 344 21+75 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 42.00 188.02 53.28 256'3VO2" C2 30.00 7.09 3.56 13'32'10" C3 35.00 38.46 21.43 625752° C4 20.00 29.63 18.29 8452'18' C5 20.00 33.21 21.88 95'07'42" C6 35.00 27.13 14.29 4424'55' C7 42.00 197.06 1 42.87 268'49'50" UNE TABLE UNE BEARING DISTANCE L7 N 0'29'48" E 20.00'. UMI SCALE: 1" = 50' d r" W 50 25 O 50 100 V Uj Y Know what's below. Cal I before you dig.01 /^ 01 W CITY RECORDS NO: J W N J 1a W Z <OW U "'VJa c ao ZF' of ^ O W d (' m z F SCALE: 1" = 50' d r" W 50 25 O 50 100 V Uj Y Know what's below. Cal I before you dig.01 /^ 01 W CITY RECORDS NO: TAPER DATA NO. 0 % STAnOI OFFSET 15+97.43 6295 LT. 16+02.43. 6289 LT. 16+07.43 8269 LT. 16+1243 62.37 LT. 16+17.43 61.91 LT. 16+22.43 61.33 LT. 16+27.43 60.61 LT. 16+57.43 55.93 LT. 16+62.43 55.22 LT. 16+67.43 54.63 LT. 16+72.43 54.18 LT. 16+77.43 5385 LT. 16+82.43 53.66 LT. 16+87.43 53.59 LT. TAPER DATA NO.Q E STAnON OFFSET 11+06.28 7.00 RT 11+11.28 6.92 RT 11+16.28 6.67 RT 11+21.28 6.25 IT 11+26.28 5.67 RT 11+31.28 4.92 RT 11+36.28 4.00 RT 11+66.28 200 LT 11+71.28 2.92 LT 11+76.28 3.67 LT 11+81.28 4.25 LT 11+86.28 4.67 LT 11+91.28 4.92. LT 11+96.28. 5 O LT CURVE TABLE CURVE RADIUS. LENGTH TANGENT DELTA Cl 3000' 47:12' 3000' 9000'00' C2 30.00' 4ZST 30.75' 91'25'19' C3 30.00' 47.36' 30.25 90'29'0' C4 60:00 37.96' 19.64' 3674'56' C5 200' 1.27' 0.65' 3614'58' 06 1.00 3.14' - 1800000" C7 60.00' 37.96' 19.64' 3614758' C8 200' 1.27' 0.65' 3(1 C9 1.00' 3.14' - 180'00'00' CIO 1.00' 3.14' - 1801 Cil 1.18• 3.34' 7.65' 162'3013" C12 2.00 6.02' 3053' 172'30'17' C13 1500.00' 27.27 13.64' 1'02'30' TAPER DATA NO.Q Q STATION OFFSET 15+97.32 5.00 RT 16+0232 4.88 RT 16+07.32 4.52 RT 111 3.93 RT 16+17.32 3.09 RT 16+22.32 2.02 RT 18+27.32 0.71 LT 16+57.32 7.88 LT 16+6232 9.19 LT 16+67.32 1026 LT 16+7232 11.10 lT 16+77.32 11.69 LT 16+8232 12.05 LT 16+87.32 12.17 LT TAPER DATA NO. 4 & STATION OFFSET 17+1000 11.00 RT 17+1500 10.92 RT 17+20.00 1069 RT 17+25.00 1030 RT 17+30.00 9.75 RT 17+3500 9.05 RT 17+40.00 8.19 RT 17+45.00 7.17 RT 17+50.00 6110 RT 17+90.00 4.00 LT 17+9500 5.17 LT 18+00.00 6.19 LT 18+05.00 7.05 LT 18+10.00 7.75 LT 18+15.00 8.30 LT 18+2000 8.69 LT 18+25.00 8.92 LT 18+30.00 9.00 LT GI6� L1FN I7M N� --- � - L ---- N Li R5_1 06 OR6-1R --- it - SAWCUT TABLE 8 NO. t STATION OFFSET EEV. LIJ I _ M S W 1 14+22.48 C.L. 9.00 RT, 351.42 14.00 - m ^ �j N �1d-ci 17+77.83 C.L. fn .Uri mvi'r�i�_�. 5 18+29.92 CL 1.00 RL 35250 yd.N 18+29.92 C.L. 8.00 LT. V � r 20+38.32 CL 8.00 LL D RAISED MEDIAN 10+36.31 GL i 7 SCALE: 1--3V 21+01.53 CL 20.18 LT. 351.64 ( Ing aFaa sgtlV- I + y1N�l m / / II ES�n I -�N I it ads_ p $ _--- S88' 19' 31"E 1_11 BUSING .F TERLI 52' 23"W p II K N89' 01' 00"W EfiSTING TERLINE, p mV S89' 01' fI�.__..._� z -r - UU NEI ✓3W [J �� ui 1 pMi Adm I d '- ---_ -`. �._ - �_� - I � _ �- - $-_ - _ - �- - - - -4� ;, III �- _ T -tl - - _-_ -- �f---1 - � __ T - -. �-'1..- •- � _ U -__- I P hr` a _ _ __ 1 aTU-amU 5-_..._ O:F� �j6N '_ mdM GI6� L1FN I7M N� --- � - L ---- N Li R5_1 06 OR6-1R --- it - 356 352 91F 344 SAWCUT TABLE 8 NO. t STATION OFFSET EEV. LIJ I _ M S W 1 14+22.48 C.L. 9.00 RT, 351.42 14.00 - m ^ �j N �1d-ci 17+77.83 C.L. fn .Uri mvi'r�i�_�. 5 18+29.92 CL 1.00 RL 35250 yd.N 18+29.92 C.L. 8.00 LT. V � r 20+38.32 CL 8.00 LL D RAISED MEDIAN 10+36.31 GL 19.63 LT. 7 SCALE: 1--3V 21+01.53 CL 20.18 LT. 356 352 91F 344 SAWCUT TABLE 8 NO. t STATION OFFSET EEV. LIJ I 1OFOODO 0.L 9.00 RT. 35202 2 14+22.48 C.L. 9.00 RT, 351.42 14.00 17+77.83 C.L. 13.82 RT. 35213 4 17+77.83 C.L. 1.DO RL 35239 5 18+29.92 CL 1.00 RL 35250 6 18+29.92 C.L. 8.00 LT. 35254 7 20+38.32 CL 8.00 LL 351.92 8 10+36.31 GL 19.63 LT. 351.79 9 21+01.53 CL 20.18 LT. 351.64 356 352 91F 344 4 N I _ z - i i' 5 I C I � ; \ n L6 H LINE TABLE 8 26 25 i 24 23 m z a g r SEE SHEET 11 50.66 i :+ w 9 H INSTALL CONDUIT 14.00 it I m m 12"W a '"i FOR fRRIOAnON I 1 WEE SLEEVES I I 2' SZE FOR EACH 0 I 4 N I _ z - i i' 5 I C I � ; \ n L6 H I F f it q mol 3, tiW ��f 4� M MOI Mb 1 18" 17 11- 1 416 m�1 15 14 13 P z I icl f -•-•-I +'+m nI Sm^ CIlY BAK 10 IRREVOCABLE I OFFER S1REE DEDICATION I>�PER DOC. N0. 0204294674. OR LINE TABLE MOUNTAIN ROM DRIVE i I LENGTH IIRIR/ r SEE SHEET 11 50.66 F u I L2 14.00 it I 30' 12"W L3 22 =J 21 p 20 a$ 19 12'W { I I I frs I +HASE aN'y 2 = ��wyUta U ULL L6 mN , --_ _---_-_-_ I F f it q mol 3, tiW ��f 4� M MOI Mb 1 18" 17 11- 1 416 m�1 15 14 13 P z I icl f -•-•-I +'+m nI Sm^ CIlY BAK 10 IRREVOCABLE I OFFER S1REE DEDICATION I>�PER DOC. N0. 0204294674. OR 1 2 1 EC-BEGINa-- 4 SRA 14+47.32 C.L. 549RT - z "-+' 1� w I�ir n3 8 _-__-. _ ._ 351.79 TC 'n 8 - cl C10 Ltt �� B 1.12 T ��' -71 - L7 ^�15+00 16+00 3 _ - -12 00 - .- - --N89'DY11'W 13100-.. -.-. 1 _. { .. C1 _. I . L8 I I N89U1'11'W17I00._DO 11 7 n LfJ`n ------- 4 18+00 1.13 -... - I - 8 LIU------- 7 5 7 F 11 Itq U r- 9 9 N = N 11 3 a0 4 f: q 8 JOIN EXIST 4 n o CONTRACTOR TO VERIFY "r a m �' a --.; , ° J CITY OF BAKERSFIEiD IRREVOCABLE O y d ry m OFFER STREET DEDICATION '. Pj `B+cFi olw-�\ ztic< acv/� _. �.�._ PER BI(. 6741, PG. 2099, O.R. TIN WNM N•V1M WFuc1f 2dVMi \\ INm :Fgi M6ld ke w M ♦ml -lin NN I McCUTCHEN ROAD (STA. 10+00.00 TO 21+00.00) SCALE: 1" = 50' HORIZONTAL r LINE TABLE MOUNTAIN ROM DRIVE $ LENGTH BEARING Li SEE SHEET 11 50.66 S89' u I L2 14.00 it I 30' 12"W L3 o= 50.66 N89' r I 12'W { I I I frs I L aN'y f W zE 01' U ULL L6 oa I as c�igl 77 ( Ing aFaa sgtlV- I + y1N�l m 11'E d.�tJi I ES�n I -�N N89' 12' ads_ Argo XIMATE EXISTING -_� 1 2 1 EC-BEGINa-- 4 SRA 14+47.32 C.L. 549RT - z "-+' 1� w I�ir n3 8 _-__-. _ ._ 351.79 TC 'n 8 - cl C10 Ltt �� B 1.12 T ��' -71 - L7 ^�15+00 16+00 3 _ - -12 00 - .- - --N89'DY11'W 13100-.. -.-. 1 _. { .. C1 _. I . L8 I I N89U1'11'W17I00._DO 11 7 n LfJ`n ------- 4 18+00 1.13 -... - I - 8 LIU------- 7 5 7 F 11 Itq U r- 9 9 N = N 11 3 a0 4 f: q 8 JOIN EXIST 4 n o CONTRACTOR TO VERIFY "r a m �' a --.; , ° J CITY OF BAKERSFIEiD IRREVOCABLE O y d ry m OFFER STREET DEDICATION '. Pj `B+cFi olw-�\ ztic< acv/� _. �.�._ PER BI(. 6741, PG. 2099, O.R. TIN WNM N•V1M WFuc1f 2dVMi \\ INm :Fgi M6ld ke w M ♦ml -lin NN I McCUTCHEN ROAD (STA. 10+00.00 TO 21+00.00) SCALE: 1" = 50' HORIZONTAL r 10+00 11+00 p V:L.d�w.L �I I:.,.� Iw •✓:iu:: , i$ . 1 � 111 AA]IONS FL FLOMINE P.O.VC. PONT ON VERTICAL CURVE CJ_ CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. PONT OF INTERSECTION F.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE POC PONT OF COMPOUND CURVATURE EC END CURVE TC TOP D CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D VERTICAL CURVE FC FINISH CONCRETE P.00, PONT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANKLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. U EXISTING SURVEY MONUMENT -+- FURNISH It INSTALL STREET SIGN PER C.O.B. SID. T-1. +. FURNISH & INSTALL METRO STREET SIN PER C.O.S. SID. T-1. -`?- FURNISH & INSTALL STREET LIGHT -58M LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL $ FURNISH & INSTALL STREET UGHT-95M LUMEN PER C.O.B. STD. ST -14 -- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS mmm CONSTRUCT DRIVEWAY PER CO.B. STD. DETAIL ON COVER SHEET.. o STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SLIVER & STORM DRAIN PUNS, 12+00 13+00 14+00 15+00 16+00 17+00 18+00 (STA. 10+00.00 TO 21+00.00) SCALE: 1" = 50' HORIZONTALR LANDSCAPE LOT SCALE: 1" - 5' VERTICAL 5-10PER FINAL MAP I. LANDSCAPE Lor PAD L9% INN& NAP Y VARIES 1 2' 2' WALL FOOTING EASEMENT / 2' RT PER FNA. MAP , TO 3' LT 1 SEE PLAN 9 BLOCK WALL VARIES ) 2 'rh FINISHED PAD BLOCKWALL- OX-3.4%1 20% �i 2% MIN TO ' 4:1 MAX. PROPOSED CUM & GUTTER .�.' _. �_- PROPOSED g COMBINATION SIDEWALK PER COB. SID. S-3 \-PROPOSED Cam & GUTTERi I _,ro, 4F A.C.AVRK; l.-Ep51NG PAVEMENT AGG, BASE TI -9.0 LI W CCOMPACTS) O.G TO R=51 95% RELATIVE DENSITY B MCCUTCHEN ROAD SECTION 7 STA. 10+00.90 T9 STA. 13+74.49 SCALE: 1 =10 HORIZONTAL 1"=5' VERTICAL LEGEND(CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER COB. SID. T-19: TO -1' - STEP *R6-1*- ONE WAY 'WI4-2" - NO OUTLET 'R26(CA)- - NO PARKING ' G ANY IME W51(CA)' - 'R3-7" - FIGHT LANE MUST R81(CA)' - BIKE LANE TURN RIGHT 'R5-1' - DO NOT ENTER "1113-1" - STOW AHEAD 'S5-2' - END SCHOOL ZONE 'OM3 -3' - SIGNAL AHEAD 'W14-1' - DEAD END 'R4-7' - KEEP RIGHT .NI -7' - DOUBLE ARROW 'WI -6' - SNGLE ARROW CURVE ARROW --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 77 CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. - s SEWER - REFER TO SEWER & STORM DRAIN PLANS ----------- TRACT BOUNDARY 111111 IMMIN i � ME PHASE BOUNDARY _ _ - CENTERLINE '/ '/ EDRF D PAVEMENT --------------------- SAW CUT rs FURNISH & INSTALL TRAFFIC SIGNAL COMMIT IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT T33 M5 M6 FURNISH & INSTALL SPLICE FOX FOR INTERCONNECT TR3=N0, 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0 6 SZE LEGEND (CONT.): SECTION ,- - - - A SECTION DESIGNATION SHEET WIEPE 2 SECTION 5 SHOM O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10 FLOWUNE STATION - SEE TABLE NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02AlKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE 'B' AC. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. McCUTCHEN ROAD - PAVEMENT TO BE 0.45' TYPE '8" A.C. OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TYPE 'B' A.C. OVER 0.45' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST 9. 5. ALL CATCH BASKS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 UNDER AND EACH SIDE OF CROSS GUTTER. 19+00 TI=9.0 R=51 rC_`x MCCUTCHEN ROAD SECTION 7 STA. 13+74.49 TO STA. 20+99.51 SCALE: 1"=10' HORIZONTAL 1 "=5' VERTICAL 20+00 1046 A.C. PAIANG -070 AGF. BASE COMPACTED O.G. TO RELATIVE DENSITY Ot CONSTRUCT TiTYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 VJ CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 11. O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, CASE A - DETAIL B. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND © OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. O7 SAWCUT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY ENGINEER. © CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 11. Og INSTALL INTERCONNECT WIRING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 10 PROTECTIN PLACE 99 CONSTRUCT TYPE 'M -l' MEDIAN CURB PER CITY OF BAKERSFIELD STANDARD PLAN ST -2. 12 SEE DETAIL '0' PER THIS SHEET. ONE-WAY MEDIAN OPENING TO INCLUDE SIGNAGE PER C.O.B. T-15. 360 356 352 = 344 20+75 LINE TABLE i $ LENGTH BEARING Li 50.66 S89' 30' 12'E L2 14.00 N89' 30' 12"W L3 o= 50.66 N89' r I 12'W { I I 14.00 S89' 30' I L5 N 346.28 w 01' 11"W L6 106.28 1 01' fl"E 77 150.00 S89' m 11'E LB A la N89' 12' 21"W Argo XIMATE EXISTING -_� $ $ S88' 19' 31"E 1_11 BUSING 22.57 TERLI 52' 23"W L12 N89' 01' 00"W EfiSTING TERLINE, p 203.35 S89' 01' fI�.__..._� z -r 8.94 NEI N 19'E _. 1 N d '- ---_ -`. �._ - �_� - I � _ �- - $-_ - _ - �- - - - -4� ;, III �- _ T -tl - - _-_ -- �f---1 - � __ T - -. �-'1..- •- � _ U -__- I P hr` _ _ __ L a� ..e___.-_.. - '_ - � - - _+- i I -PROPOSED NORTH FE S.D. �9X � 0 -. xE V^" 4V J �a W z yf. S O Q O ' W ! W Z � I i i ~ W CC F pp 1 10+00 11+00 p V:L.d�w.L �I I:.,.� Iw •✓:iu:: , i$ . 1 � 111 AA]IONS FL FLOMINE P.O.VC. PONT ON VERTICAL CURVE CJ_ CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. PONT OF INTERSECTION F.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE POC PONT OF COMPOUND CURVATURE EC END CURVE TC TOP D CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D VERTICAL CURVE FC FINISH CONCRETE P.00, PONT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANKLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. U EXISTING SURVEY MONUMENT -+- FURNISH It INSTALL STREET SIGN PER C.O.B. SID. T-1. +. FURNISH & INSTALL METRO STREET SIN PER C.O.S. SID. T-1. -`?- FURNISH & INSTALL STREET LIGHT -58M LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL $ FURNISH & INSTALL STREET UGHT-95M LUMEN PER C.O.B. STD. ST -14 -- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS mmm CONSTRUCT DRIVEWAY PER CO.B. STD. DETAIL ON COVER SHEET.. o STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SLIVER & STORM DRAIN PUNS, 12+00 13+00 14+00 15+00 16+00 17+00 18+00 (STA. 10+00.00 TO 21+00.00) SCALE: 1" = 50' HORIZONTALR LANDSCAPE LOT SCALE: 1" - 5' VERTICAL 5-10PER FINAL MAP I. LANDSCAPE Lor PAD L9% INN& NAP Y VARIES 1 2' 2' WALL FOOTING EASEMENT / 2' RT PER FNA. MAP , TO 3' LT 1 SEE PLAN 9 BLOCK WALL VARIES ) 2 'rh FINISHED PAD BLOCKWALL- OX-3.4%1 20% �i 2% MIN TO ' 4:1 MAX. PROPOSED CUM & GUTTER .�.' _. �_- PROPOSED g COMBINATION SIDEWALK PER COB. SID. S-3 \-PROPOSED Cam & GUTTERi I _,ro, 4F A.C.AVRK; l.-Ep51NG PAVEMENT AGG, BASE TI -9.0 LI W CCOMPACTS) O.G TO R=51 95% RELATIVE DENSITY B MCCUTCHEN ROAD SECTION 7 STA. 10+00.90 T9 STA. 13+74.49 SCALE: 1 =10 HORIZONTAL 1"=5' VERTICAL LEGEND(CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER COB. SID. T-19: TO -1' - STEP *R6-1*- ONE WAY 'WI4-2" - NO OUTLET 'R26(CA)- - NO PARKING ' G ANY IME W51(CA)' - 'R3-7" - FIGHT LANE MUST R81(CA)' - BIKE LANE TURN RIGHT 'R5-1' - DO NOT ENTER "1113-1" - STOW AHEAD 'S5-2' - END SCHOOL ZONE 'OM3 -3' - SIGNAL AHEAD 'W14-1' - DEAD END 'R4-7' - KEEP RIGHT .NI -7' - DOUBLE ARROW 'WI -6' - SNGLE ARROW CURVE ARROW --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 77 CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. - s SEWER - REFER TO SEWER & STORM DRAIN PLANS ----------- TRACT BOUNDARY 111111 IMMIN i � ME PHASE BOUNDARY _ _ - CENTERLINE '/ '/ EDRF D PAVEMENT --------------------- SAW CUT rs FURNISH & INSTALL TRAFFIC SIGNAL COMMIT IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT T33 M5 M6 FURNISH & INSTALL SPLICE FOX FOR INTERCONNECT TR3=N0, 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0 6 SZE LEGEND (CONT.): SECTION ,- - - - A SECTION DESIGNATION SHEET WIEPE 2 SECTION 5 SHOM O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10 FLOWUNE STATION - SEE TABLE NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02AlKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE 'B' AC. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. McCUTCHEN ROAD - PAVEMENT TO BE 0.45' TYPE '8" A.C. OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TYPE 'B' A.C. OVER 0.45' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST 9. 5. ALL CATCH BASKS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 UNDER AND EACH SIDE OF CROSS GUTTER. 19+00 TI=9.0 R=51 rC_`x MCCUTCHEN ROAD SECTION 7 STA. 13+74.49 TO STA. 20+99.51 SCALE: 1"=10' HORIZONTAL 1 "=5' VERTICAL 20+00 1046 A.C. PAIANG -070 AGF. BASE COMPACTED O.G. TO RELATIVE DENSITY Ot CONSTRUCT TiTYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 VJ CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 11. O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, CASE A - DETAIL B. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND © OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. O7 SAWCUT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY ENGINEER. © CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 11. Og INSTALL INTERCONNECT WIRING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 10 PROTECTIN PLACE 99 CONSTRUCT TYPE 'M -l' MEDIAN CURB PER CITY OF BAKERSFIELD STANDARD PLAN ST -2. 12 SEE DETAIL '0' PER THIS SHEET. ONE-WAY MEDIAN OPENING TO INCLUDE SIGNAGE PER C.O.B. T-15. 360 356 352 = 344 20+75 LINE TABLE 'UNE $ LENGTH BEARING Li 50.66 S89' 30' 12'E L2 14.00 N89' 30' 12"W L3 o= 50.66 N89' 30' 12'W L4 14.00 S89' 30' 12'E L5 N 346.28 NUT 01' 11"W L6 106.28 S89' 01' fl"E L7 150.00 S89' 01' 11'E LB A 150.00 N89' 12' 21"W L10 < 262.81 S88' 19' 31"E 1_11 22.57 S88' 52' 23"W L12 323.13 N89' 01' 00"W L13 p 203.35 S89' 01' 11"E L14 8.94 NEI 56' 19'E 10+00 11+00 p V:L.d�w.L �I I:.,.� Iw •✓:iu:: , i$ . 1 � 111 AA]IONS FL FLOMINE P.O.VC. PONT ON VERTICAL CURVE CJ_ CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. PONT OF INTERSECTION F.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE POC PONT OF COMPOUND CURVATURE EC END CURVE TC TOP D CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D VERTICAL CURVE FC FINISH CONCRETE P.00, PONT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANKLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. U EXISTING SURVEY MONUMENT -+- FURNISH It INSTALL STREET SIGN PER C.O.B. SID. T-1. +. FURNISH & INSTALL METRO STREET SIN PER C.O.S. SID. T-1. -`?- FURNISH & INSTALL STREET LIGHT -58M LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL $ FURNISH & INSTALL STREET UGHT-95M LUMEN PER C.O.B. STD. ST -14 -- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS mmm CONSTRUCT DRIVEWAY PER CO.B. STD. DETAIL ON COVER SHEET.. o STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SLIVER & STORM DRAIN PUNS, 12+00 13+00 14+00 15+00 16+00 17+00 18+00 (STA. 10+00.00 TO 21+00.00) SCALE: 1" = 50' HORIZONTALR LANDSCAPE LOT SCALE: 1" - 5' VERTICAL 5-10PER FINAL MAP I. LANDSCAPE Lor PAD L9% INN& NAP Y VARIES 1 2' 2' WALL FOOTING EASEMENT / 2' RT PER FNA. MAP , TO 3' LT 1 SEE PLAN 9 BLOCK WALL VARIES ) 2 'rh FINISHED PAD BLOCKWALL- OX-3.4%1 20% �i 2% MIN TO ' 4:1 MAX. PROPOSED CUM & GUTTER .�.' _. �_- PROPOSED g COMBINATION SIDEWALK PER COB. SID. S-3 \-PROPOSED Cam & GUTTERi I _,ro, 4F A.C.AVRK; l.-Ep51NG PAVEMENT AGG, BASE TI -9.0 LI W CCOMPACTS) O.G TO R=51 95% RELATIVE DENSITY B MCCUTCHEN ROAD SECTION 7 STA. 10+00.90 T9 STA. 13+74.49 SCALE: 1 =10 HORIZONTAL 1"=5' VERTICAL LEGEND(CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER COB. SID. T-19: TO -1' - STEP *R6-1*- ONE WAY 'WI4-2" - NO OUTLET 'R26(CA)- - NO PARKING ' G ANY IME W51(CA)' - 'R3-7" - FIGHT LANE MUST R81(CA)' - BIKE LANE TURN RIGHT 'R5-1' - DO NOT ENTER "1113-1" - STOW AHEAD 'S5-2' - END SCHOOL ZONE 'OM3 -3' - SIGNAL AHEAD 'W14-1' - DEAD END 'R4-7' - KEEP RIGHT .NI -7' - DOUBLE ARROW 'WI -6' - SNGLE ARROW CURVE ARROW --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 77 CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. - s SEWER - REFER TO SEWER & STORM DRAIN PLANS ----------- TRACT BOUNDARY 111111 IMMIN i � ME PHASE BOUNDARY _ _ - CENTERLINE '/ '/ EDRF D PAVEMENT --------------------- SAW CUT rs FURNISH & INSTALL TRAFFIC SIGNAL COMMIT IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT T33 M5 M6 FURNISH & INSTALL SPLICE FOX FOR INTERCONNECT TR3=N0, 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0 6 SZE LEGEND (CONT.): SECTION ,- - - - A SECTION DESIGNATION SHEET WIEPE 2 SECTION 5 SHOM O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10 FLOWUNE STATION - SEE TABLE NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02AlKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE 'B' AC. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. McCUTCHEN ROAD - PAVEMENT TO BE 0.45' TYPE '8" A.C. OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TYPE 'B' A.C. OVER 0.45' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST 9. 5. ALL CATCH BASKS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 UNDER AND EACH SIDE OF CROSS GUTTER. 19+00 TI=9.0 R=51 rC_`x MCCUTCHEN ROAD SECTION 7 STA. 13+74.49 TO STA. 20+99.51 SCALE: 1"=10' HORIZONTAL 1 "=5' VERTICAL 20+00 1046 A.C. PAIANG -070 AGF. BASE COMPACTED O.G. TO RELATIVE DENSITY Ot CONSTRUCT TiTYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 VJ CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 11. O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, CASE A - DETAIL B. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND © OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. O7 SAWCUT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY ENGINEER. © CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 11. Og INSTALL INTERCONNECT WIRING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 10 PROTECTIN PLACE 99 CONSTRUCT TYPE 'M -l' MEDIAN CURB PER CITY OF BAKERSFIELD STANDARD PLAN ST -2. 12 SEE DETAIL '0' PER THIS SHEET. ONE-WAY MEDIAN OPENING TO INCLUDE SIGNAGE PER C.O.B. T-15. 360 356 352 = 344 20+75 SCALE: 1" = 50' 50 25 O 50 100 15 Know whars below. Call before you dig. A" }. II b I� rc z I, m \ \ UY ! \ o= a z S Y+� N SCALE: 1" = 50' 50 25 O 50 100 15 Know whars below. Call before you dig. A" }. is m 'o N o= z S U _Z V 0 M C A E 0 0z < a � Q J 1 W U � J W 0 p m 1 N 1 b c`5 � _ U P hr` 70 a O to 0 R�ez 4V J �a W z yf. S O Q O ' W W Z 00 _ LU ~ W CC F pp 3 W OD ,�15 V SUMP STh. 10+0000 OL VOL A ST = STA 10+00.00 C.L HERSAGE AVE 2 1 18' 40 _ 24" DRAIN 1 22 p' n �I i H u TANGENT t Il'+ SCALE: 1" = 5' VERTICAL LEGEND: O J 21 C.L. m ELEV 1 B.C.R. /,.R S 18" DRAIN .n 8' a SEWERS S - CZ ` PER FINAL FN7-III - 39 MAP USW = aW 23 3�, -"i1 T z s �S) am 20 s� I IIS L W I Q -1J zJJ>w iJ * I .��Ym Q fl19 m m m 38 + �aa�24�� +rsl 110 I. SEESHEET4 VOLTERA STREET c SEE E' (STA. 10+00.00 TO 14+23.63) SCALE: 1" = 50' HORIZONTAL 356 352 348 344 356 352 344 N � RADIUS i H u TANGENT SCALE: 1" = 50' HORIZONTAL Il'+ SCALE: 1" = 5' VERTICAL LEGEND: O 1LAJ FLOI4INE RON.C. PONT ON VERTICAL CURVE C.L. m ELEV 1 B.C.R. BEGIN CURB RETURN P.I. PONT OF INTERSECTION E.C.R. C I z J tnO END CURVE TC TOP OF CURB PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT mL J > OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. C) < U P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT o FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN d' win + CONSTRUCT TWE 'A' CATCH BASIN PATH 3.5' OPENING PER b{ -+- FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTC. FURNISH & INSTALL METRO STREET SIGN PER C.O.S. SID. T-1. FURNISH & INSTALL STREET UGHT-5300 LUMEN PER C.O.B. S 18" DRAIN .n 8' a SEWERS S - CZ ` PER FINAL FN7-III - 39 MAP USW = aW 23 3�, -"i1 T z s �S) am 20 s� I IIS L W I Q -1J zJJ>w iJ * I .��Ym Q fl19 m m m 38 + �aa�24�� +rsl 110 I. SEESHEET4 VOLTERA STREET c SEE E' (STA. 10+00.00 TO 14+23.63) SCALE: 1" = 50' HORIZONTAL 356 352 348 344 356 352 344 N 11+00 12+00 RADIUS (STA. 10+00.00 TO 14+23.63) TANGENT SCALE: 1" = 50' HORIZONTAL Il'+ SCALE: 1" = 5' VERTICAL LEGEND: ABB(REWA DONS FL FLOI4INE RON.C. PONT ON VERTICAL CURVE C.L. m ELEV 1 B.C.R. BEGIN CURB RETURN P.I. PONT OF INTERSECTION E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE J tnO END CURVE TC TOP OF CURB PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT V' OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN (A) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13 CONSTRUCT TWE 'A' CATCH BASIN PATH 3.5' OPENING PER EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTC. FURNISH & INSTALL METRO STREET SIGN PER C.O.S. SID. T-1. FURNISH & INSTALL STREET UGHT-5300 LUMEN PER C.O.B. - S N hmy1J NiV L. M �2 IZU4.} "d,rf .Y 6 m £= 12 U ,2 ass W p� 2 AND STORM DRAIN DETAILS. CONSTRUCT DRIVEWAY PER C.O.B. SID. DETAIL ON Ia;„ COVER SHEET_ ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 3. MCCUTCHEN ROAD - PAVEMENT TO BE 0.45' TWE "B' A.C. --------------------- SAW CUT OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED D.C. TO in inz `6' /-R/W ra, a BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. Ts F f 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TWE 'B' A.G. IR 2 IIY VIN ,, i FAQ- m h FURNISH & INSTALL INTERCONNECT CONDUIT 5. ALL CATCH BASINS TO BE TYPE "A" WATH 3.5' OPENINGS FURNISH & INSTALL SPUCE BOX FOR NTRCONNECT T ERWIS NOTED OTHERWISE. .0.8. NSTD. D-F11C Tia=NO. 3 1/2 SIZE TR5=N0. 18 24" DRAM { o n 14+W i B SPEC MANUAL ALL PERMANENT STRIPING & 3 4 w 139.20',n l 13 4 I. 95% COMPACTION FULL PAVEMENT SCION TO AT LEAST 1.0' UNDER AND . 18' DRAIN n 1 6 EACH SDE O CROSS CUTTER. - O < o + 21 APPD%IiAIATE T` 6. N �} o3 I rc li 14 _ _ _ ..I GBWNDIAT_80WtjNE__ I. N My y N 8 LI I WAN W M ,immw �: Dm �- 15 - - _-4 H V~)in20 4. t�~y .. .l 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 14+23.63) SCALE: 1" = 50' HORIZONTAL SCALE: i" = 5' VERTICAL 360 356 352 348 344 14+00 14+50 10+00 11+00 12+00 RADIUS (STA. 10+00.00 TO 14+23.63) TANGENT SCALE: 1" = 50' HORIZONTAL C1 SCALE: 1" = 5' VERTICAL LEGEND: ABB(REWA DONS FL FLOI4INE RON.C. PONT ON VERTICAL CURVE C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. PONT OF INTERSECTION E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT V' OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN (A) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13 CONSTRUCT TWE 'A' CATCH BASIN PATH 3.5' OPENING PER EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTC. FURNISH & INSTALL METRO STREET SIGN PER C.O.S. SID. T-1. FURNISH & INSTALL STREET UGHT-5300 LUMEN PER C.O.B. - S STANDARD OR APPROVED EQUAL a FURNISH & INSTALL STREET UGHT-9500 LUMEN PER TRACT BOUNDARY C.O.B. SID. ST -14. -. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS AND STORM DRAIN DETAILS. CONSTRUCT DRIVEWAY PER C.O.B. SID. DETAIL ON S PHASE BOUNDARY COVER SHEET_ ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 13+00 360 356 352 i 344 14+00 14+50 CURVE TABLE CURVE RADIUS L04M TANGENT DELTA C1 20.00 31.42 20.00 89'59'23' C2 20.00 31.42 20.00 90'0037' C3 20.00 31.26 19.85 8833'24' C4 20.00 31.57 20.16 9026'36° 360 356 352 348 344 360 356 352 344 LEGEND RI -1 (CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: LEGEND (CONT.): SECTOR -�-' R1-1' - STOP 'R6-1' - ONE WAY °W14-2° - NO OUTLET `_ A 8 R26(CA)" - NO PARKING ANYTIME 'W31(j -END _ _ _ _ _ gCTNMJ DESIGNATION 2 A 'R3-7' -RIGHT LANE MUST RB1(CA) - BIKE LANE SST 91ARE a}ei TURN RIGHT "R5-1' - DO NOT ENTER sm" Is Sim °W3-1' - STOP AHEAD "S5-2' - END SCHOOL ZONEO CURVE NUMBER FOR CURVE DESCRIPTION Rd oO "-3' - SIGNAL AHEAD "W14-1" - DEAD END W3 >'ZF �� "VA -7' - DOUBLE ARROW ® ITEM OF WORK - SEE SCHEDULE LOMBROSO 'R4-7' -KEEP RIGHT °W9-6° -SINGE ARROW V' 14+17.85) "WI -i' - CURVE ARROWa FLOWUNE STATION - SEE TABLE NOTE --- o STORM DRAM -REFER TO SEWER &STORM DRAIN PLANS TRAFFIC MANUAL FOR DETAILS. ALL SEE CNG & PS STICPERMANENT STRIPING & PAVEMENT MARKINGS TO BE 7HERM0PLASTC PAINT CONSTRUCT TWE 'A' CATCH BASIN PATH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTC. NOTES- - S - SEWER - REFER TO SEWER & STORM DRAIN PLANS ---------- TRACT BOUNDARY 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER I+I 4 4 AND STORM DRAIN DETAILS. S S PHASE BOUNDARY 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TWE "B' A.C. - - - - - - - CENTERUNE OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 2jdg5' I BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. �F=-�=° = EDGE OF PAVEMENT 3. MCCUTCHEN ROAD - PAVEMENT TO BE 0.45' TWE "B' A.C. --------------------- SAW CUT OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED D.C. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. Ts ROOM & INSTALL TRAFFIC SIGNAL CONDUIT 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TWE 'B' A.G. IR FURNISH & INSTALL IRRIGATION CONDUIT OVER 0.45' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. IO FURNISH & INSTALL INTERCONNECT CONDUIT 5. ALL CATCH BASINS TO BE TYPE "A" WATH 3.5' OPENINGS FURNISH & INSTALL SPUCE BOX FOR NTRCONNECT T ERWIS NOTED OTHERWISE. .0.8. NSTD. D-F11C Tia=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TRBaNO. B SIZE B SPEC MANUAL ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NDN -THERMOPLASTIC. I. 95% COMPACTION FULL PAVEMENT SCION TO AT LEAST 1.0' UNDER AND EACH SDE O CROSS CUTTER. . J J J J J J R I (JLL UL: i 8 5 cti 9 A of . J J J J J J (JLL UL: fJ Y: V1i cti 9 A of a}ei + r +++ mm + Q ^. Rd oO 0 >'ZF �� mr�iPH iiiiW ml LOMBROSO STREET V' 14+17.85) IQ- SCALE: 1" = 50' HORIZONTAL NN - ---� w d I+I 4 4 1 11+00 2 8 _ S ,�+00 Ci 13+00 N 056'0-�5`E 2jdg5' I �F=-�=° = '"' 'p" 2-- - -� . J J J J J J (JLL UL: fJ Y: V1i �M YN1N INph Men oc of a}ei + r +++ mm + Q ^. do o<�c, >'ZF �� mr�iPH iiiiW I.i inm LOMBROSO STREET (STA. 10+00.00 TO 14+17.85) SCALE: 1" = 50' HORIZONTAL i Ii 3 I2�� + I r .L _ =r, r C2 1 2 n 14 00 Z N OSLO E 39.20' �FUIURE N ly a � R/W � e o = ry o CS ti Vfi g. 13 cis mA V M M 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 14+17.85) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 356 352 348 344 14+00 14+50 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 14+17.85) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. SID DEL ON SHEET 11. 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, CASE A - DETAIL B. ® CONSTRUCT 12' WADE CROSS GUTTER PER C.O.B. STD. ST -17. INSTALL TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND ©OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. OSAWCUT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY O ENGINEER. O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 11. O9 INSTALL INTERCONNECT VARING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 10 PROTECT IN PLACE 360 356 352 344 14+00 14+50 � V SCALE: 1" = 50 50 25 0 50 100 Know. wears below. Call before you dig. w W `JS chi (x Q ^. ' - ---� w d I fi ---r - -� - - - < o + 21 APPD%IiAIATE EXISDNG 6. �} > i w rc li -_ __ _ _ _ ..I GBWNDIAT_80WtjNE__ I. m - Win �- - - _-4 - 5 OPOSED AST FLOY0.INE -_--- t- - W Q fY d d T �I I I l -------� ___,_ __. __. 1-A 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 14+17.85) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. SID DEL ON SHEET 11. 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, CASE A - DETAIL B. ® CONSTRUCT 12' WADE CROSS GUTTER PER C.O.B. STD. ST -17. INSTALL TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND ©OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. OSAWCUT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY O ENGINEER. O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 11. O9 INSTALL INTERCONNECT VARING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 10 PROTECT IN PLACE 360 356 352 344 14+00 14+50 � V SCALE: 1" = 50 50 25 0 50 100 Know. wears below. Call before you dig. w W `JS chi (x 39 38 37 36 0 A 53 32 32 ;1 {1 ill fj 31 N� ; I 10 VESPUCCI AVENUE SEE SHEET 5 TODARO WAY (STA. 10+00.00 TO 12+78.00) SCALE: 1" = 50' HORIZONTAL 356 352 348 344 360 356 352 348 344 10+00 11+00 12+00 (STA. 10+00.00 TO 12+78.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 360 356 352 348 344 13+00 10+00 11+00 12+00 (STA. 10+00.00 TO 12+78.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND: ABBREVIATIONS FL FLOWUNE P.O.VC. POINT ON VERTICAL CURVE CA. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OO EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -a- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL -®- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C O.B. STD. DETAIL ON COVER SHEET.. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. o SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 360 356 352 348 344 13+00 28 29 RSEC113 ON +78.00 C.L. TODARO WAY = +54.85 C.L. VERSACE AVE_ 31 7 CURVE TABLE CURVE vETe: LENGTH TANGENT DELTA C1 5 n ', 34 90,00'00" C2 51 n . 6.94 < C3 84.00 190.27 179.26 129'47'04' C4 35.00 54.98 35.00 JJ ' ILL 20.00 38 000 o 52 9;; „" O O R+g 06 sa 33 20.10 9017'52" C7 84.00 197.70 202.06 nln R/M1 1r� 1 mini -n ) U 1 m.w PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. - •-..-P..-..'O°'"°"_ E 11+�_� N C1 4 i " 12+� 2 -24 DRAIN. _ _ _ �_ - 53 32 32 ;1 {1 ill fj 31 N� ; I 10 VESPUCCI AVENUE SEE SHEET 5 TODARO WAY (STA. 10+00.00 TO 12+78.00) SCALE: 1" = 50' HORIZONTAL 356 352 348 344 360 356 352 348 344 10+00 11+00 12+00 (STA. 10+00.00 TO 12+78.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 360 356 352 348 344 13+00 10+00 11+00 12+00 (STA. 10+00.00 TO 12+78.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND: ABBREVIATIONS FL FLOWUNE P.O.VC. POINT ON VERTICAL CURVE CA. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OO EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -a- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL -®- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C O.B. STD. DETAIL ON COVER SHEET.. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. o SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 360 356 352 348 344 13+00 28 29 RSEC113 ON +78.00 C.L. TODARO WAY = +54.85 C.L. VERSACE AVE_ 31 7 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00 31.42 20.00 90,00'00" C2 35.00 13.70 6.94 22'25'35" C3 84.00 190.27 179.26 129'47'04' C4 35.00 54.98 35.00 90TXY00" C5 20.00 37.37 27.06 107103'37" 06 20.00 31.52 20.10 9017'52" C7 84.00 197.70 202.06 134'51'11" 356 352 iN STA. 8+75.93 F.L 40 sra a+6 STA. 9+68.86 CA. 87.05LT STA. 8+89.63 F.L 41 DRI EWAY S A. 9+60.06, F.L. STA. 9+65.20, 42 I 43 4 > e n i 22 ( 19 ' r u. 1 I IUL a9 RI -1 cid ___ m21 Rt -1" - STOP •WI4-Y - NO OUTLET + Hifi-1' - ONE WAY W31(CA)' - END "R26(CA)' z< - NO PARKING ANYTIME -RBI N 4 Li BEET MTBE ItS'-g0- S SHOWI SECTION IS �W 'W3 -I' - SRW AHEAD 'S5-2' - END SCHOOL ZONE a w m ++ T 'WI -7' - DOUBLE ARROW C2 ++ ++ , 'WI -I' -CURVE ARROW 20 "" "'LLJ J2 NOTE: -- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1j�� add I O'iiii ) U 1 m.w PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 9 11+00 ALL TEMPORARY STRIPING SHALL BE NOT -THERMOPLASTIC. _.-s- N 0'29'48 ---- E 725.80' J JJ JJ h RI -1 S ___ W Rt -1" - STOP •WI4-Y - NO OUTLET + Hifi-1' - ONE WAY W31(CA)' - END "R26(CA)' _JlO �W - NO PARKING ANYTIME -RBI N 4 " 'R3-7' - RIGHT UNE MUST CA)' - BIKE LANE BEET MTBE TURN RIGHT 'R5-1' - DO NOT ENTER S SHOWI SECTION IS 'W3 -I' - SRW AHEAD 'S5-2' - END SCHOOL ZONE a w m ++ T 'WI -7' - DOUBLE ARROW C2 ++ ++ , 'WI -I' -CURVE ARROW 20 "" "'LLJ J2 NOTE: -- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1j�� add I O'iiii ) U W m.w PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. � ALL TEMPORARY STRIPING SHALL BE NOT -THERMOPLASTIC. _.-s- SEWER - REFER TO SEWER & STORM DRAIN PUNS (n Z TRACT BOUNDARY 1. SEE SEWER AND STORM DRAIN PUNS FOR SEWER W. W R/W ! 10 PHASE BOUNDARY 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TWE "B" A.C. W CENTERLINE OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 07 -_ 3. McCUTCHEN ROAD - PAVEMENT TO BE 0.45' TWE "B" A.C. --------------------- SAW CUT C4 BE COMPACTED TO 95$ RELATIVE DENSITY PER C.O.B. STD. ST -9. 3 1 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TWE "B" A.C. IR t2+nn a SEWER _ 1 J 360 356 352 348 344 10+00 11+00 12+00 (STA. 10+00.00 TO 12+78.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 360 356 352 344 13+00 9+00 LEGEND {CONT.): 1 C3 RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION i Rt -1" - STOP •WI4-Y - NO OUTLET Hifi-1' - ONE WAY W31(CA)' - END "R26(CA)' _ _ - _ BECTON DESIGNATION - - NO PARKING ANYTIME -RBI 4 4 " 'R3-7' - RIGHT UNE MUST CA)' - BIKE LANE BEET MTBE TURN RIGHT 'R5-1' - DO NOT ENTER S SHOWI SECTION IS 'W3 -I' - SRW AHEAD 'S5-2' - END SCHOOL ZONE a w m 'WI -7' - DOUBLE ARROW ITEM OF WORK - SEE SCHEDULE "R4-7' - KEEP RIGHT 'WI -6' - SINCE ARROW 'WI -I' -CURVE ARROW Q FLOVAINE STATION - SEE TABLE NOTE: -- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ALL TEMPORARY STRIPING SHALL BE NOT -THERMOPLASTIC. _.-s- SEWER - REFER TO SEWER & STORM DRAIN PUNS NOTES. ----------- TRACT BOUNDARY 1. SEE SEWER AND STORM DRAIN PUNS FOR SEWER AND STORM DRAIN DETAILS i ! 10 PHASE BOUNDARY 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TWE "B" A.C. CENTERLINE OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ,h 'h EDGE OF PAVEMENT 3. McCUTCHEN ROAD - PAVEMENT TO BE 0.45' TWE "B" A.C. --------------------- SAW CUT OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO BE COMPACTED TO 95$ RELATIVE DENSITY PER C.O.B. STD. ST -9. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TWE "B" A.C. IR ra- �P' BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. SF -9. Ic iURMSi &INSTALL INTERCONNECT CONDUIT 5. ALL CATCH BASINS TO BE TWE "A" WITH 3.5 OPENINGS 113 11 11$ FURMSH & INSTALL SPLICE BOX FOR INTERCONNECT PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. IR3=NO 3 1/2 SIZE TR5=N0. 5 SIZE TR6=NO 6 SIZE 6. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVaIENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALIRANS STANDARD SPECIRCA71OI PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON-nHERMwLAsnC. �+% ��x •µµR' i EACH SIDE OU CROSS CUTTER. r Y � n � I� ro r^ p o^� vv OAC N '-wn+ 44 'iz Q 0 45 I + I I i N ip�'- � � = i 1 02 W I,• -•-m v� ���I l �v I 'N( 46 NI mllN I ct WEMNNG� WAY SEE D VIDIUS WAY (STA. 10+00.00 TO 12+69.51) SCALE: 1" = 50' HORIZONTAL 360 356 352 348 344 10+00 11+00 12+00 (STA. 10+00.00 TO 12+78.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 360 356 352 344 13+00 9+00 LEGEND {CONT.): LEGEND (CONT.): RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION i Rt -1" - STOP •WI4-Y - NO OUTLET Hifi-1' - ONE WAY W31(CA)' - END "R26(CA)' _ _ - _ BECTON DESIGNATION - - NO PARKING ANYTIME -RBI 2 " 'R3-7' - RIGHT UNE MUST CA)' - BIKE LANE BEET MTBE TURN RIGHT 'R5-1' - DO NOT ENTER S SHOWI SECTION IS 'W3 -I' - SRW AHEAD 'S5-2' - END SCHOOL ZONE Oj CURVE NUMBER FOR CURVE DESCRIPTION "W3-37 - SIGNAL AHEAD 'W14-1" - DEAD END 'WI -7' - DOUBLE ARROW ITEM OF WORK - SEE SCHEDULE "R4-7' - KEEP RIGHT 'WI -6' - SINCE ARROW 'WI -I' -CURVE ARROW Q FLOVAINE STATION - SEE TABLE NOTE: -- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ALL TEMPORARY STRIPING SHALL BE NOT -THERMOPLASTIC. _.-s- SEWER - REFER TO SEWER & STORM DRAIN PUNS NOTES. ----------- TRACT BOUNDARY 1. SEE SEWER AND STORM DRAIN PUNS FOR SEWER AND STORM DRAIN DETAILS i ! 10 PHASE BOUNDARY 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TWE "B" A.C. CENTERLINE OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ,h 'h EDGE OF PAVEMENT 3. McCUTCHEN ROAD - PAVEMENT TO BE 0.45' TWE "B" A.C. --------------------- SAW CUT OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO BE COMPACTED TO 95$ RELATIVE DENSITY PER C.O.B. STD. ST -9. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TWE "B" A.C. IR FURNISH & INSTALL IRRIGATION CONDUIT OVER 0.45' AGGREGATE BASE OVER /.0C' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. SF -9. Ic iURMSi &INSTALL INTERCONNECT CONDUIT 5. ALL CATCH BASINS TO BE TWE "A" WITH 3.5 OPENINGS 113 11 11$ FURMSH & INSTALL SPLICE BOX FOR INTERCONNECT PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. IR3=NO 3 1/2 SIZE TR5=N0. 5 SIZE TR6=NO 6 SIZE 6. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVaIENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALIRANS STANDARD SPECIRCA71OI PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON-nHERMwLAsnC. 7. 95$ COMPACTION FULL PAVEAI€NT SECTION TO AT LEAST 1.0' UNDER AND EACH SIDE OU CROSS CUTTER. 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 12+78.00) SCALE: 1" = 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1" = 5' VERTICAL 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 11. O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. ARBA, CASE A - DETAIL B. ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND ©OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. OSAWCUT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY ENGINEER. © CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 11. O INSTALL INTERCONNECT WIRING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 10 PROTECT IN PLACE 356 352 348 14+0014+25 SCALE: 1" = 50' 50 25 O 50 100 • 0 Know whars below. Call before you dig. Jw 44 VIDIUS WAY UNE BEARING MOUNTAIN RIDGE DRIVE SEE SHEET 9 N 058'49" E 87.53' SEE SHEET 11 � W 4 7 1 �I 138.67' L4 N 079'48" E 94.19' L5 N 84'2730° W 39.00' L6 1 39.00' L7 I �m o N -- J . ---- JJ p -- '� O n tN N 847730" W 15.OIT' 1 -�•11, 1 my N �n 46 N ; ' sI 0 8 N 53730" E 40.00' 1 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. i rc. I c3�ra- RAW 3 I ICU mm rtimm i' j -3 m 4 S 69'48'04" E 219.872 11+00 12+00 w mal� oU _� j1 3 g 4 C8 i 2 No 3 sI Ci <N 4 3 Q �po m ♦ I R/W . �02 H 8- 3 r q I, O Yi o j 4 EL J J X� rte-•- +'�+ + $ N m m 11 VIDIUS WAY MOUNTAIN RIDE F DRIVE SEE SHEET 9 SEE SHEET 11 WEEPING ROCK WAY (STA. 10+00.00 TO 12+19.82) SCALE: 1" = 50' HORIZONTAL 360 356 352 348 344 360 356 352 348 344 10+00 11+00 12+00 (STA. 10+00.00 TO 12+19.82) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5 VERTICAL 10+00 360 356 352 348 UNE TABLE UNE BEARING DISTANCE L1 N 058'49" E 87.53' L2 N 537'30" E 75.88' L3 N 537'30" E 138.67' L4 N 079'48" E 94.19' L5 N 84'2730° W 39.00' L6 S 8472'30" E 39.00' L7 S 51730' W 64.00' L8 N 5'37'30" E 64.00' L9 N 847730" W 15.OIT' L10 S 8422'30° E 15.OD' L11 S 537'30" W 40.00' L12 N 53730" E 40.00' TEMPORARY SUMP VOLUME REQUIRED: 0.19 AF VOLUME PROVIDED: 0.19 AF TO BE CONSTRUCTED WITH PHASE 1 AND REMOVED VATH PHASE 2. (SUMP NOT REQUIRED IF PHASE 2 IS DEVELOPED WITH 1) PORARY SUMP CALCULATIO VOLUME REQUIRED: 0.19 AF AREA: 3.15 AC, C=0.42 (3.15)(0.42)(0.15) = 0.19 AF VOLUME PROVIDED: 0.19 AF AREA(MID) 0.032 AC 0.032X6.0'=0.19 AF CHAIN-UNK FENCE - --- - 344 11+00 12+00 (STA. 10+00.00 TO 12+19.82) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5 VERTICAL LEGEND: FL ASNUANONS FLOWUNE P.O.VC. POINT ON VERTICAL CURVE GL CENTERLINE 8.VC. BEGIN VERTICAL CURVE ELEV ELEVATION EVC. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION EC.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE OU BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 18.29' OF VERtICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER 22.39' C.B. CATCH BASIN OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. -�- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. C9 STANDARD OR APPROVED EQUAL a FURNISH & INSTALL STREET UGIT -9500 LUNE.N PER 9017'52' C.O.B. SID. ST -14. -- EXISTING STREET UGIT PER SEPARATE APPROVED STREET PLANS 28.97' CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON C11 COVER SHEET. ® STORM DRAIN MANHOLE -REFER TO SEWER & STORM 91' 9'42" S DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PUNS CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 47.12' 30.00' 90D0'00" C2 500.00' 40.53' 20.28' 04'38'41' C3 30.00' 47.87' 30.55' 91'02'30" C4 20.00' 29.63' 18.29' 8452'16" C5 20.00' 33.21' 21.88' 95'07'42" C6 500.00' 44.75' 22.39' OSroT42" C7 20.00' 31.42' 20.00' 901OODO" CB 20.00' 37.37 27.06' 107.03'37" C9 20.00' 31.52' 20.10' 9017'52' C10 3p,00' 46.08' 28.97' 88'00'18" C11 30.00' 48.1)' 31.06' 91' 9'42" S C12 520.00' 42.16' 21.09' 04'38'47' C13 980.00 36.02 18.02 0418'00" C14 480.00' 4296' 21.50' 05'07'42' C15 520.00' 46.54' 23.29' 05ro742' TEMPORARY SUMP 10 SCALE: N.T.S McCUTCHEN ROAD W � SEE SHEET 7 ' 28 11 34- I ¢. I � I' 1 JJ li ;: n MCIp I S ; ` ,Tj I VI o_ o n 4 j I i �Cii I, ail- I a< 1 q4 YY Y mmm U�O L O I a JN+2 mI 1 N mN L 31.47 v ZI � t i i J � w 5=0.29 I C 3 5 -4 UUI = pg 1 10 � FS.I PROPOSF'D n T9495 EAST FLgWLINE 1NE S S 0285 �-' �'_ 51 j Yi'`fo1 I 7 w I I 1 I Cl NTS a a I VFq.. a �c b�� 4 > Li + 1 - lg7O 14 4 T I g. (D z 0 J L ' i W I � U I 6b ++ 1 „ 1 H I + o0 + m ::DI GC ) mN 1 g ( 1 McCUTCHEN ROAD 0 SEE SHEET 7 360 352 Zp 344 360 356 352 348 „. 22 gm :21 �IZ7 BELTRAMI PLACE SEE SHEET 6 I I c 1 1$ VESPUCCI AVENUE SEE SHEET 5 n.33 W � I ' 28 11 34- I ¢. $$ 27 � JJ W 1 D n 3� 34 O S „ ,Tj I VI S� o n 4 j I i �Cii wy 4 I a< Z O ';WLL q4 YY N mmm ` c9 ie z i L 26 Ji LL JN+2 mM 1 mN L 31.47 v 5=-0. 1 � � t i i i 5=0.29 .M -M 3 5 S='- 218 = 44G pLL 10 � < VESPUCCI AVENUE SEE SHEET 5 n.33 1 LJ'N Mo 2 - 78° ORS C6 8' SEWER 1 - R/W it mr C-) II 2 7 o nM r 3 m� it u N 0 �'Rryy 1. n Q M r p NJ I two ��i o L o s c;d LLI JJ KW a 1 s. 35 d4 JJ J I mm N ON ,p> d off- �WmJ LL-mr 1� Jti ci4yc5LL�>I 1-i ;�c3 ti ci (gyp: �cp� NN ®+i'Y:p n Q b Z1bM 006Y01a7 �yy ++ •-•-�4, b Ei I Uy1„],p4 I�,p m�Gp-i -4 yVa/, AA eam __-7Q2 __Y + M mm 361 9 i � V '4 ci Fa N41mm UmmZp m�_�0-�m W�� mN BELTRAMI PLACE SEE SHEETS BRECCIA STREET (STA. 10+00.00 TO 14+81.56) SCALE: 1" = 50' HORIZONTAL 30 29 =�` 3 fJ7I( 4 I'w \ W � 4x 3=u$ ' 28 J'J I ¢. $$ 27 JJ W 1 D n 3� 34 O U y IO Tb� zYM S� _ wy w 1 m p + m N LL 1UQ I a< q4 YY -- mmm ` c9 ie z i L 26 ypp- 1 LJ'N Mo 2 - 78° ORS C6 8' SEWER 1 - R/W it mr C-) II 2 7 o nM r 3 m� it u N 0 �'Rryy 1. n Q M r p NJ I two ��i o L o s c;d LLI JJ KW a 1 s. 35 d4 JJ J I mm N ON ,p> d off- �WmJ LL-mr 1� Jti ci4yc5LL�>I 1-i ;�c3 ti ci (gyp: �cp� NN ®+i'Y:p n Q b Z1bM 006Y01a7 �yy ++ •-•-�4, b Ei I Uy1„],p4 I�,p m�Gp-i -4 yVa/, AA eam __-7Q2 __Y + M mm 361 9 i � V '4 ci Fa N41mm UmmZp m�_�0-�m W�� mN BELTRAMI PLACE SEE SHEETS BRECCIA STREET (STA. 10+00.00 TO 14+81.56) SCALE: 1" = 50' HORIZONTAL 30 29 =�` 3 fJ7I( 4 I'w \ W � 4x 3=u$ ' 28 I ¢. $$ 27 W 1 D p pl O U y IO Tb� 1 JJ ClU _ w 1 m p + m N LL 1UQ I a< --- YY -- IN ` c9 ie z i L 26 10+00 11+00 12+00 13+00 14+00 (STA. 10+00:00 TO 14+81.56) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL e.► 356 352 344 15+00 m 4x 3=u$ � v j W O 1 A p J _ w 1 m p + m N LL 1UQ m ++ LL W m --- YY -- ` c9 ie z i L O M o m 1 1 + L 31.47 v 5=-0. 1 � � t i i i 5=0.29 W U M S='- 218 zz m pLL � < PROPOSF'D n T9495 EAST FLgWLINE 1NE S S 0285 �'_ 51 j -„ ',. I 7 w I I 1 I NTS a a I a �c b�� I BOTTOM ELEV. I/ +111 00 344ROXIM = 343.86 I B SECTION 10+00 11+00 12+00 13+00 14+00 10 TEMPORARY SUMP SCALE: N.T.S LEGEND (CONT.) R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: -�- 'R1-1" - STOP °R6-1" - ONE WAY "W14-2° - NO OUTLET "R28(CAj' - NO PARKING ANYTIME1(CA)" - END RIGHT LANE MUST "R81 CA' - OKE LANE TURN RIGHT 'R5-1" - DO NOT ENTER 'W3 -i' - STOP AHEAD "SS -2' - END SCHOOL ZONE "W3-3' - SIGNAL AHEAD 'W14-1" - DEAD END 'R4-7' -KEEP RIGHT "WI -7' - DOUBLE ARROW 'WI -6' - SINGLE ARROW WA -i' - CURVE ARROW -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE _.-S- SEWER - REFER TO SEWER & STORM DRAIN PLANS ----------- TRACT BOUNDARY S ® M PHASE BOUNDARY - - - CENTERUNE "h '7' EDGE OF PAVEMENT --------------------- SAW CUT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT R FURNISH & INSTALL IRRIGA71ON CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0 3 1/2 SIZE TR5=N0. 5 SZE TR6=N0. 6 SIZE LEGEND CONT.): SEC" LETTER - - - - A SECTION DESIGNATION SIEET WNFRE 2 SECTION IS SHOWN Ot CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10 FLOWIINE STATION - SEE TABLE NOTE- SEE OTESEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION P7H-02AUKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 955 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. McCUTCHEN ROAD - PAVEMENT TO BE 0.45' TYPE °B" A.C. OVER 0.70' AGGREGATE BASE OVER 1.35 COMPACTED O.G. TO BE COMPACTED TO 955 RELATIVE DENSITY PER C.O.S. STD. ST -9. 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TYPE "B° A.C. OVER 0.45' AGGREGATE BASE OVER 1.00' COMPACTED O.G TO BE COMPACTED TO 955 RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS NOTED OTHERWISE. 6. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PDH-02ALKYD, ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 7. 958 COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTER. (STA. 10+00.00 TO 14+81.56) SCALE: 1" = 5D' HORIZONTAL SCALE: 1" = 5' VERTICAL CONSTRUCTION NOTES: O.7 CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 11. O.3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, CASE A - DETAIL B. O.5 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND ©OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. 7 SAWCUT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY O ENGINEER. O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 11. O INSTALL INTERCONNECT (WRING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 10 PROTECT IN PLACE 11 INSTALL TEMPORARY SUMP WITH PHASE 1 AND REMOVE WITH PHASE 2. 360 356 352 [3!7 -1 344 15+00 SCALE: 1" = 50 50 25 0 50 100 • Know what's below. Gall before you dig. i --73q)- (k CITY RECORDS NO: ■ X14: ` a x: 4x 3=u$ m N v O uj uj Zr Va O M o m =a v 0 Z 1 Q J W U M zz m pLL W p < 00- x m m NTS a �c b�� > s� P lg7O 4 T z 0 N w 0 U w • 2LU N J ' (Lz a E5 00 OWC aM N t �: J W Z d U (` OC 2Lu n r W V o W O r O scar* l6A m Wok 7 20' ** seem 619-066 Ah7e bbt sa mate 7. OA @ adiff per Amrf _ stmdaN Dow ST -M � - -_T T i CabRaw l+d' ZIP - i it `KV laa%Qt b/AAY•v. .•. U ; ' o�daed+uaaerUmx Score *4 I. Wr f0' f � O _A'I,PW F- wateaw P" I L07+^an T ' 40"mra I *4.5'w & kW *wk uaYm .0w. &toted by the aaty f ow. 55 asap ~ oaf 90AWAa Shah and w d lad skeets fat m ddpatt to sdwok haat* cafsaaad v iadow measor as offiffwa, deokd by heady Edged: NOYE'S. L AN od nm4ah0la mn6 cmikm to Ice ""k d fWimskn ,w7t aw mdvw sw mrrisst of pwomw W&M of me meaikati its MRW vok of Callam4 rbgd of d nN4 fmant comomw out caalama to Be Oepmbmnt d Tim,MpataBst Stsadad Swar'hafaa; hafedRer mor m o of ft $fowyd $ooefko m kram an "5tadwd:$Avfrofd+s; aaat i»y AWm+ud d m. A SeVAW d 92bft $&We& bobg MWMd fa W*0m at 460 2 A aaraTt SYmef Pormff dssmd by ft VO, d Bokas" be ammo* at Mo Sib d mma+mf. a oVwNd bdyy me GNy filow.. Aft M rb Delsarmemt must oceagoay & mak NOW Be &m MA47 beat,ommif &W be a min d Sf' A kno and Cfty not -d -ay seamts aaeo 040 »iB g jubt m sae lira R4%bm mt SW cakmR to iNom m and kcatkm to Be adpcmt a DdV A :%kra* &W & emskuated blm to pak ad o= sada mWormmtts WOM vihw a &Wed and arrpated to M of made m oty Owhty a demmilmd by M Conb drkn akbwA SW be Md at dWW-ft" ad bar skips ASTM 0-1557 to a deyB of 90'bebe fog of =#pv* m of ~ olW mf for SML*wd may be used at ed-d�= A 6TWaete kr saMrnik"dmkam to Me tepmaats of and kraft m kcd st,"ta Af ofw rmas of comb mfam akfm& Me Stmdmf SDaaAcobims for mow rnNtete (n* mnat ora sabect to ttte WVV4 of Be atyEaglked: coater d 505 b/qr yds Camreta adaM ear& iro ama'tixs 1t. Aay &Harlon bxm sta dad m &dA aakr,or mehvb6 used mom P k ogpawf k & Sar Be afy fnAksa &7 "Ike pfm 4wova fimr rbe LWyEvolow, 5 T"f rams dw be :wrkced m Be Vide pfaed aw to Be IZ TrmAkas k ffi*" tlpa mss* be Wrowd by Be maete and sw be trod bas fed/ t5' Bkk arta bakiq city fixAr mtorad Farm ad&hams ab&be "tw.emMWakty r,E AGI s~ cm0mboo &W esr#y w#b. as ar pior to pkmmmt ofimarate. maukonsats kr ADA. B Connate apayfp w SW be &"SW mnoott 06W and mm/ pm a 4W hNaf 7MTMA bllAlew1 ofMr ftf ft MR Ia%4s of apaxdmakm dw regime a oakum wfxafm df STANDARD. . Wdk-pWm 1w &* tvmwaIrd cwkmg g to- Be ,rtu(Wat w a s ba kept COMBINATION SIDEWALK 7. EWrasfoa jA7& Ad be amrbaafmt at each a* of sux mars sboc&m of ea& of ad mhmr ad at 67 am how"k *a(wwNmeAF*k2ddem, deg 'ed atH70' CffYOF ST -5 Storm's 0*9 92V deep score mals at Se i0mah. arc mwmF %ImE YA1RN5 dtPAR'aiQlT LEGEND: FL FLOWI.NE P O.V.C. POINT ON VERTICAL. CURVE C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.Y.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION MR. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O:O PONT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RG HT -OF -WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.S. CAT04 BASIN FURNISH & INSTALL SURVEY MONUMENT PER C.0.8. STD. ST -13. (9) EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C:OB, STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.S. STD. T-1. -o-' FURNISH & INSTALL STREET UGHT-58W LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL Esp FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.B. STD.: DETAIL ON COVER SHEET.. 0 STORM DRAIN MANHOLE REFER TO SEWER & STORM DRAB! PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 360 356 352 348 McCUTCHEN ROAD SEE SHEET 7 e F 12 U MOUNTAIN RIDGE DRIVE (STA. 10+00.00 TO 17+64.52) SCALE: 1" = 50' HORIZONTAL I i 13 46 I 47 + 1 1 STA. 12+19.82 C.L. WEEPING ROCK WAY 10+00 11+00 12+00 3.5' LANDSCAPE LOT TO BE DEDICATED PER FINAL MAP e % PAD IM9TS 1' 2' WALL FOOTING EASEMENT TO y LE DEDICATED PER RMAL MAP G BI OCK W 13+00 14+00 15+00 (STA. 10+00.00 TO 17+64.52) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 4 4:1 MAX. CURVE SEE SHEET 10 PROPOSED C CMINAT1017 SXIEWU PER G.D.B. SID. ST-&-/ PROPOSED CM & 00I `\ 4W AGO. BASE 30:00' 47.38' I 9 �e ¢1 TI =s 28.97 R=51 C3 g 48.17 o f � 1 =5' VERTICAL LEGEND CONT.): LEGEND CONT.): Rt -1 FURNISH & INSTALL TRAFFIC SONS PER C.OB STD, T-19. SEM �- 'R1-1' - STOP "R6-1" - O€ WAY 'W14-2»- NO OUTLET_ A "R2 8(CA)" - NO PARKING ANYTIME 'W31 CA)' - END_ _ _ _ _ SECTION OESGNATION -SHEET 2 ' i TURN RIGHT 'R5-1" - DO NOT ENTER SECTION IS SHgIM "W3-1' - STOP AHEAD 'SS -Y - END SCIM ZONEO S. V IYLL� 'W3-3" - SIGNAL AHEAD 'W14-1' - DEAD END 'WI 80 -Y - DOUBLE ARROW y. 45W r(SN �I 1 Z:[)YI 10 -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT / t NCI PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. y� L o ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. NOTES. -,-S- SEWER - REFER TO SEWER & STORM GRAIN PLANS Lil m ------------- TRACT BOUNDARY ,, U MOUNTAIN RIDGE DRIVE (STA. 10+00.00 TO 17+64.52) SCALE: 1" = 50' HORIZONTAL I i 13 46 I 47 + 1 1 STA. 12+19.82 C.L. WEEPING ROCK WAY 10+00 11+00 12+00 3.5' LANDSCAPE LOT TO BE DEDICATED PER FINAL MAP e % PAD IM9TS 1' 2' WALL FOOTING EASEMENT TO y LE DEDICATED PER RMAL MAP G BI OCK W 13+00 14+00 15+00 (STA. 10+00.00 TO 17+64.52) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 4 4:1 MAX. CURVE SEE SHEET 10 PROPOSED C CMINAT1017 SXIEWU PER G.D.B. SID. ST-&-/ PROPOSED CM & 00I `\ 4W AGO. BASE 30:00' 47.38' LOOP COMPACTED O.G. TO 43 N 1M7c RELATIVE DENSITY ¢1 TI =s 28.97 R=51 C3 iC1 MOUNTAIN RIDGE DRIVE 48.17 11 SCALE: j"=10' HORIZONTAL f � 1 =5' VERTICAL LEGEND CONT.): LEGEND CONT.): Rt -1 FURNISH & INSTALL TRAFFIC SONS PER C.OB STD, T-19. SEM �- 'R1-1' - STOP "R6-1" - O€ WAY 'W14-2»- NO OUTLET_ A "R2 8(CA)" - NO PARKING ANYTIME 'W31 CA)' - END_ _ _ _ _ SECTION OESGNATION -SHEET 2 ' YNERE TURN RIGHT 'R5-1" - DO NOT ENTER SECTION IS SHgIM "W3-1' - STOP AHEAD 'SS -Y - END SCIM ZONEO 44 'W3-3" - SIGNAL AHEAD 'W14-1' - DEAD END 'WI -Y - DOUBLE ARROW ® ITEM OF WORK - SEE SCHEDULE 45W �I FLOWLINE STATION - SEE TABLE r -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT / t NCI PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. y� L o ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. NOTES. -,-S- SEWER - REFER TO SEWER & STORM GRAIN PLANS Lil m ------------- TRACT BOUNDARY ,, AND STORM DRAIN DETAILS. Will PHASE BOUNDARY 2, LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. - - - - - CENTERUNE U MOUNTAIN RIDGE DRIVE (STA. 10+00.00 TO 17+64.52) SCALE: 1" = 50' HORIZONTAL I i 13 46 I 47 + 1 1 STA. 12+19.82 C.L. WEEPING ROCK WAY 10+00 11+00 12+00 3.5' LANDSCAPE LOT TO BE DEDICATED PER FINAL MAP e % PAD IM9TS 1' 2' WALL FOOTING EASEMENT TO y LE DEDICATED PER RMAL MAP G BI OCK W 13+00 14+00 15+00 (STA. 10+00.00 TO 17+64.52) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 4 4:1 MAX. CURVE ---`- OAO' AG PAVING PROPOSED C CMINAT1017 SXIEWU PER G.D.B. SID. ST-&-/ PROPOSED CM & 00I 4W AGO. BASE 30:00' 47.38' LOOP COMPACTED O.G. TO 90'29'01" 1M7c RELATIVE DENSITY 30.00 TI =s 28.97 R=51 C3 iC1 MOUNTAIN RIDGE DRIVE 48.17 11 SCALE: j"=10' HORIZONTAL 9159'42" 1 =5' VERTICAL LEGEND CONT.): LEGEND CONT.): Rt -1 FURNISH & INSTALL TRAFFIC SONS PER C.OB STD, T-19. SEM �- 'R1-1' - STOP "R6-1" - O€ WAY 'W14-2»- NO OUTLET_ A "R2 8(CA)" - NO PARKING ANYTIME 'W31 CA)' - END_ _ _ _ _ SECTION OESGNATION -SHEET 2 'R3 -Y -RIGHT LANE OUST R81(CAY - BIKE LANE YNERE TURN RIGHT 'R5-1" - DO NOT ENTER SECTION IS SHgIM "W3-1' - STOP AHEAD 'SS -Y - END SCIM ZONEO CURVE NUMBER FOR CURVE DESCRIPTION 'W3-3" - SIGNAL AHEAD 'W14-1' - DEAD END 'WI -Y - DOUBLE ARROW ® ITEM OF WORK - SEE SCHEDULE 'R4-7' - KEEP RIGHT 'W1-6' - SINGLE ARROW 'WI -7' - CURVE ARROW FLOWLINE STATION - SEE TABLE NOTE: -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT `u' CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. G.O.B. STD. D-14. UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. NOTES. -,-S- SEWER - REFER TO SEWER & STORM GRAIN PLANS ------------- TRACT BOUNDARY 1. SEE SEWER AND STORM DRAIN PIANS FOR SEWER AND STORM DRAIN DETAILS. Will PHASE BOUNDARY 2, LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. - - - - - CENTERUNE OVER (140' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. EDGE OF PAVEMENT 3. 3. MCCUTCHEN ROAD - PAVEMENT TO BE 0.45' TYPE "B" A C --------------------- SAW CUT OVER 0.70' AGGREGATE BASE OVER 1.35' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID, ST -9. T5 FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 4. MOUNTAIN RIDGE DRIVE - PAVEMENT TO BE 0.30' TYPE "B" A.C. IR FURNISH & INSTALL IRRIGATION CONDUIT OVER 0.45' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. STD. ST -9. IC FURNISH & INSTALL INTERCONNECT CONDUIT 5. ALL CATCH BASINS TO BE TWE 'A' WITH 3.5' OPENINGS TB3- 1Ma '� FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. IR3-NO. 3 1/2 SVE 1R5 -NO. 5 SEE TR6-NO. 6 SZE 6. SEE CALTRAMS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD S''ECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SOP OF CROSS GUTTER. tT� 17+00 x r 0 �w tie 4 z Ow w W W W ✓, � !-.7" am�ros N 360 356 352 348 18+00 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD ST -1 ® CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STI) DET. ON SHEET 11. O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. U4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A, CASE A - DETAIL B. ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA)SIGN AND © OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT TRACT/PHASE. SAWCUT EXISTING EDGE OF PAVEMENT PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CITY OO ENGINEER. O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 11. OSI INSTALL INTERCONNECT WIRING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 10 PROTECT IN PLACE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30:00' 47.38' 30.25 90'29'01" C2 30.00 46.08 28.97 88'00'18° C3 30.00 48.17 31.06 9159'42" SCALE: 1" = 50 50 25 O 50 100 it Know. whars below. 1 H I I � 1 I I ILd ,ffi TRACT BOUNDARY NOT STA. 10+00.00 CL BRECCIA S7 25 z a W I j Y / U 129fi 3.00 ti I Of z N� CAL -TRANS TYPE VII ARROW 6 ELEVATION EVC END VERTICAL CURVE za � p2� sero, 11' �DETA, 22 , \\ ---1 U n1AL/BEGIN TAOFN AIL 2R1 STA 5+5219 CIL 6.00 RT. . ♦ I+ �- BEGIN TAPER DETAILLOETALM -- -- END DETAIL 38 BE DErAL 3Bt0 sra s+ GIN 11 a + 2.19 C.L 11.50 FIT END DETAIL 38 STA. 9+ .25 C RT. TECT IN PLACE EXISTING SIGN BARACADE . "t h. 3 :LEw), lu SEE h.INTERSECTION LEGEND (CONTJ: I _26 CI TRACT BOUNDARY NOT STA. 10+00.00 CL BRECCIA S7 25 24 It 23 22 21 & wN .7g 129fi 3.00 (V3 i i END DETAIL 9 z i STA. 13+59.14 C.L 19.00 LT. CAL -TRANS TYPE VII ARROW ELEV ELEVATION EVC END VERTICAL CURVE TECT IN PLACE EXISTING SIGN BARACADE . "t h. 3 :LEw), lu SEE BELOW LEGEND (CONTJ: I ABBREVIATIONS-________- CI TRACT BOUNDARY NOT ►: CAL -TRANS TYPE W ARROW I � & wN 78.52 129fi 3.00 (V3 CENTERLINE BVC BEGIN VERTICAL CURVE - - EDGE OF PAVEMENT I p 3 CAL -TRANS TYPE VII ARROW ELEV ELEVATION EVC END VERTICAL CURVE p2� BEGIN CURB RETURN PI POINT OF INTERSECTION J SZ CAL -TRANS TYPE W ARROW \ END CURB RETURN PRC POINT OF REVERSE CURVATURE IUU LEFT OR RIGHT AS APPLICABLE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE ® ,5 8 r i d IS END CURVE TC TOP OF CURB 80 TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER �N LEFT OR RIGHT AS APPLICABLE PIVC POINT OF INTERSECTIO! TP TOW OF PAVEMENT CAL -TRANS TYPE 1 (18) ARROW OF VERTICAL CURVE FC FINISH CONCRETE 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER SIGN/RELOCATE fXISTING It r- r $ RELOCATE 1 r3 IXASMOG ] e 20 j 19 'AIL 38A .._- _ 10 10 ' 16.00 C. - BEGIN DETAIL 22 STA 1 +77. C.L 11.50 RT. GI r STA 12+27.00 C.L. 12.00 RT. _ I m N In- 1 �♦ Y- ®.. 43 ^ Y o z m h O N m n 1 m S 44 -� J J i � $ , i J 1 ,9i r� / 45 �� �m 46 I 47 141 1 I^ N1 J mJ J ,.D int 1 Z_ N 1 <� I MA J- -i S Y -�. 23 lv+ 1 : -s „s m_ 1-,� W �ml w+ roam �� zlii LLJ wii+ 'S m(n l\mFn i z m-'-� R/W "' } �� v .� __ _____ _____ _I __l m _RSI Q 0029.,WE 151.06`14100 15+ W 76+D0 17+00 18+00 19+00 M. o MOUNTAIN RIDGE DRIVE (STA. 10+00.00 TO 17+64.52) SCALE: 1" = 50' HORIZONTAL END I M 39 1 S a 5+9272 C.L 46.96 LT. 1 18 q �17 1-.16 15 r1 cn ea 7vi 1 1 1 2E19SA.�D+9GL 4&OD � 12 ► 11 - tNU DETAIL 38 SSIOU / <► !/ // STA. 13+46.- B8 C,L 0GO LT I L D DETAIL 30 �n -DETAIL 9 (TYPJ __l.�DETAIL 9 (TVP.) i TA 15+74.30 CL 6.80 LT. _ 012 13+00 Op. 18+00 m 17+00 18+00 {._.-._-I-- -1-- ,f} DET 19+00 ......._._.- t2- 12- ... _.. _..., 'IUDETAIL 9 DETAIL 9 DETAIL 38A .. ... ,.E 1J., X. _ DETAIL 38 v ,O N m� ♦ i F t.�N - "� a ♦ - .4- BEGIN T DETAIL 36A END TAPER DETAIL 38A -_ 10 It SPA. 17+ 64 C.L 13.00 R . S A 18+42.24 CL RT. lz anN Wa BRECCIA WAY wN CURVE # McCUTCHEN ROAD LEGEND (CONTJ: NOTE: ABBREVIATIONS-________- CI TRACT BOUNDARY NOT (STA. 10+00.00 TO 25+00.00) CAL -TRANS TYPE W ARROW SHOWN FOR CLARITY SCALE: 1" = 50' HORIZONTAL 1500.00 78.52 129fi 3.00 \ CENTERLINE BVC BEGIN VERTICAL CURVE - - EDGE OF PAVEMENT CAL -TRANS TYPE VII ARROW ELEV ELEVATION EVC END VERTICAL CURVE 6CR BEGIN CURB RETURN PI POINT OF INTERSECTION J S CAL -TRANS TYPE W ARROW \ END CURB RETURN PRC POINT OF REVERSE CURVATURE 8 LEFT OR RIGHT AS APPLICABLE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE ® ,5 1 a d S END CURVE TC TOP OF CURB ®T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER LEFT OR RIGHT AS APPLICABLE PIVC POINT OF INTERSECTIO! TP TOW OF PAVEMENT CAL -TRANS TYPE 1 (18) ARROW OF VERTICAL CURVE FC FINISH CONCRETE 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER P.O.C. PONT ON CURVE FC FINISHED CONCRETE Rt -I. CAL -TRANS TYPE II B ARROW PA PROPERTY LINE R/W RIGHT-OF-WAY i FURNISH & INSTALL TRAFFIC SIGNS PER COIL STD, T-19: EP. EDGE OF PAVEMENT A.P. ANGLE POINT "R1-1" - STOW 'WI -7' - DOUBLE ARROW ' CAL -TRANS TYPE It ARROW F.O.C. FACE OF CURB C/G CURB AND GUTTER .JN N OZOF LEFT OR RICHT AS APPLICABLE y�j j PARKING AREA FLOW UNE 3, '115-1' - DO NOT 04TER WI -1' - CURVE ARROW �+ CAL -TRANS TYPE 18 ARROW - NO PARKING '0-37 - SIGNAL AHEAD 10 0 SIGN/RELOCATE fXISTING It r- r $ RELOCATE 1 r3 IXASMOG ] e 20 j 19 'AIL 38A .._- _ 10 10 ' 16.00 C. - BEGIN DETAIL 22 STA 1 +77. C.L 11.50 RT. GI r STA 12+27.00 C.L. 12.00 RT. _ I m N In- 1 �♦ Y- ®.. 43 ^ Y o z m h O N m n 1 m S 44 -� J J i � $ , i J 1 ,9i r� / 45 �� �m 46 I 47 141 1 I^ N1 J mJ J ,.D int 1 Z_ N 1 <� I MA J- -i S Y -�. 23 lv+ 1 : -s „s m_ 1-,� W �ml w+ roam �� zlii LLJ wii+ 'S m(n l\mFn i z m-'-� R/W "' } �� v .� __ _____ _____ _I __l m _RSI Q 0029.,WE 151.06`14100 15+ W 76+D0 17+00 18+00 19+00 M. o MOUNTAIN RIDGE DRIVE (STA. 10+00.00 TO 17+64.52) SCALE: 1" = 50' HORIZONTAL END I M 39 1 S a 5+9272 C.L 46.96 LT. 1 18 q �17 1-.16 15 r1 cn ea 7vi 1 1 1 2E19SA.�D+9GL 4&OD � 12 ► 11 - tNU DETAIL 38 SSIOU / <► !/ // STA. 13+46.- B8 C,L 0GO LT I L D DETAIL 30 �n -DETAIL 9 (TYPJ __l.�DETAIL 9 (TVP.) i TA 15+74.30 CL 6.80 LT. _ 012 13+00 Op. 18+00 m 17+00 18+00 {._.-._-I-- -1-- ,f} DET 19+00 ......._._.- t2- 12- ... _.. _..., 'IUDETAIL 9 DETAIL 9 DETAIL 38A .. ... ,.E 1J., X. _ DETAIL 38 v ,O N m� ♦ i F t.�N - "� a ♦ - .4- BEGIN T DETAIL 36A END TAPER DETAIL 38A -_ 10 It SPA. 17+ 64 C.L 13.00 R . S A 18+42.24 CL RT. lz anN Wa BRECCIA WAY wN CURVE # McCUTCHEN ROAD LEGEND (CONTJ: NOTE: ABBREVIATIONS-________- CI TRACT BOUNDARY NOT (STA. 10+00.00 TO 25+00.00) CAL -TRANS TYPE W ARROW SHOWN FOR CLARITY SCALE: 1" = 50' HORIZONTAL 1500.00 LEGEND: CURVE # LEGEND (CONT.): LEGEND (CONTJ: TANGENT ABBREVIATIONS-________- CI RIGHT OF WAY N CAL -TRANS TYPE W ARROW FL FLOWLINE POVC PONT ON VERTICAL CURVE 1500.00 78.52 39.27 3.00 CL CENTERLINE BVC BEGIN VERTICAL CURVE - - EDGE OF PAVEMENT CAL -TRANS TYPE VII ARROW ELEV ELEVATION EVC END VERTICAL CURVE 6CR BEGIN CURB RETURN PI POINT OF INTERSECTION MEDIAN 'Sb CAL -TRANS TYPE W ARROW ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE LEFT OR RIGHT AS APPLICABLE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE ® CAL -TRANS MARKER OR STRIPING DETAIL NUMBER __95;�u CAL -TRANS TYPE 19 ARROW EC. END CURVE TC TOP OF CURB ®T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER LEFT OR RIGHT AS APPLICABLE PIVC POINT OF INTERSECTIO! TP TOW OF PAVEMENT CAL -TRANS TYPE 1 (18) ARROW OF VERTICAL CURVE FC FINISH CONCRETE 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER P.O.C. PONT ON CURVE FC FINISHED CONCRETE Rt -I. CAL -TRANS TYPE II B ARROW PA PROPERTY LINE R/W RIGHT-OF-WAY i FURNISH & INSTALL TRAFFIC SIGNS PER COIL STD, T-19: EP. EDGE OF PAVEMENT A.P. ANGLE POINT "R1-1" - STOW 'WI -7' - DOUBLE ARROW ' CAL -TRANS TYPE It ARROW F.O.C. FACE OF CURB C/G CURB AND GUTTER 'R6-1" - ONE WAY "WI -6' - SINGLE ARROW LEFT OR RICHT AS APPLICABLE P.AF.L PARKING AREA FLOW UNE '115-1' - DO NOT 04TER WI -1' - CURVE ARROW �i`+ CAL -TRANS TYPE 18 ARROW - NO PARKING '0-37 - SIGNAL AHEAD '93-5R RIGHT RIGHT TURN ONLY '0-1' - STOP AHEAD 'STOW' MARKING PER CAL -TRANS STANDARDS 'R4 -Y - KEEP RIGHT 'S5 -Y - END SCHOOL ZONE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS 'R8I(CA)' - BIKE LANE S4-2' - WHEN CHILDREN ARE PRESENT iWW 'AHEAD" MARKING PER CAL -TRANS STANDARDS ALL PERMANENT STRIPING & PAVEMENT MARKINGS "W31(CA)' - END "S4 -Y - SCHOOL - TO BE THERMOPLASTIC PAINT PER CALTRANS 414-1' - DEAD END 'R2-1" - SPEED UNIT 20 A "HANDICAP' MARKING PER CAL -TRANS STANDARDS ION STANDARD' SPECIFICATION BOO -210-19 NA4-2" - NO OUTLET '0-1* 'RR - ROT LANE ENDS LONG' MARKING PER CAL -TRANS STANDARDS ALL TEMPORARY STRIPING AND MARKING DESIGNATED "R7-9' - NO PARKING BIKE LANE TWIN (T) SHALL STRIPING TAPE (SSP) OR EXISTING CAL -TRANS STRIPING AND MARKINGS, TYPICAL I PANT ALL OTHER STRIPING AND AI >.�. BIKE LANE MARKINGS PER CAL -TRANS STANDARDS MARKING SHALL BE THERMOPLASTIC PER CALTRANS MARKING SHA 801 -21C SPECIFICATION 8010-21C-19, UNLESS OTHEIRYASE INOCA7m. OTHERWISE CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE b CAL -TRANS TYPE 1 (10) ARROW CURVE TABLE fit. CURVE # RADIUS LENGTH TANGENT DELTA CI 1500.00 78.52 39.27 3.00 C2 1500.00 78.52 39.27 3.00 V SCALE: 1 = 50 50 25 O 50 100 ANGLE / tl0)/8N` �♦ UtUN UGIML M I EX. SIGN TO STA 21+62.16 6L 13.00 LT E REMOVED. _- i _ '' r ♦ 10 ANG NT TA10 VE d� SALVAGED z2+11.l. 2@ PO LT KISTINc v STRWE 10. - END DETAIL 38A .. ' .�_. """. ` STA. 20+ .31 C.L. 1.00 L �OUTAIL 9 (TYP.)�� - - END DETAIL 38 SPA 20+37.38 C.L. 11.00 RT i ., - .. DETAIL 38A 20+ _... - -7 - + za+ 25+D0 101 10 MOUNTAIINE RIS DRIVE CONSTRUCTION NOTES: Ot CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. CONSTRUCT 12' PRIDE CROSS GUTTER PER C.O.B. STD. ST -17. 0 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12'. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF © TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. OINSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7. ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OINSTALL INTERCONNECT WRING AND CONDUIT PULL -BOXES PER C.O.B. STANDARD DETAIL T-33. 10 PROTECT IN PLACE 11 REMOVE EXISITNG STRIPING 12 ONE-WAY MEDIAN OPENING TO INCLUDE SIGNAGE PER C,O.B. T-15. f3 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER CALTRANS STANDARD PLAN A73C. 14 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. SCALE: 1" = 50' 50' 25' O' 50'. torr Know. whaft below. Cull before you dig.