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Home My WebLink About1.1-6663 Ph 1 & 2 Revj x � :.Y IF i i M i �,', 7 i ♦ i 1'•••: ' � it ■,! w, i i i i i r ! r r / i /i � i A y ► i ) i iii. ! �► ! r w r w r r R a i i A ! w r M M• r J J a i ! i ! ! r r r t r i i` i i ♦11 i11 ♦ w, j s # R ! i r ! r ; a ■ r a � • !. ♦ 1 i. i 1♦ a 1 rr ' i■ i If ♦ ' ' '' !: � ♦ it T ' � ' w i is , Y �,,' � ►: i i . !'r ♦ 1 1 i 1 is i 1 1 M M Rr wlel j • � 1 i r r ♦ R s; i*� x • I � s i y r r r ■ F P 7 lk 1 v W i is IV • ■ i • ! M R t r iML ML I pdp go I. mi • r r 0 i I � a 4 +•y : R SCALE:jm�kvlul 19 (D- SHEET NUMBER' Y ., I aMR � (j33 *SIDEWALK I I a —1 — UU NVI MtK WI -1 " "_ NO PARKING "— SIGNAL EGEN• POINTABOREMAIMNS ON VERTICAL CURVE --RIGHT TURN ONLY— STOP WIN " "—KEEP RIGHT*S5-2* —" L CENTERLINE BVC BEGIN " " SCHOOL " 1 "® END — " 1" — —1" — SPEED UMIT 20 ELEVATION EVC END VERTICAL CURVE " " — NO OUTLET —_DRAIN r BEGINELEV BCR INTERSECTION CATCH0 I — REFER TO SEWER & STORM DRAIN• S SEWER — REFER TO SEWER & STORM ECR END CURB RETURN PRC POINT OF -REVERSE CURVATUREI SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT •.r REFER TO SEWER & STORM DRAIN Boom BEGINBC PER C.O.B. STD. T—• (UNLESS OTHERWISE NOTED)PHASE BOUNDARY EC END CURVE TC TOP OF CURBI I PROPOSED EDGE OF PAVEMENT FURNISHINSTALL TRAFFIC SIGNAL CONDUIT I INTERSEC11ON TP TOP OF PAVEMENT A.C. TVER11CAL FURNISH & INSTAL INTERCONNECT CONDUIT FURNISH & IN7TALl SPLICE BOX FOR INTERCONNECT CURVE FINISH TR1 , t CURVE NUMBER FOR CURVE DESCRIPTION tTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB P.O.C.FINISHED • 11 Uj RIGHT—OF-WAY 6" CURB AND GUXER JAT 7756 r E.P. EDGE OF PAVEMENT A.P. ANGLE POINT HANDICAPF.O.C. FACE OF CURB C/G CURB AND GUTTER DRIVEWAYS T 11301 I� P.A.F.L. I SIDEWALK110 FURNISH & INSTALL ••• STD. ST -13. STANDARD STREET NAME SlOft, EA. 14 STOP SIGNS1 @ EASTING SURVEYMONUMENT 5800 LUMEN STREETXGHTEA. 14 + FURNISHINSTALL ... STD.T1. MONUMENT ENCAS26ENTS "i A. 10 MEDIAN 1090 FURNISHINSTALL IC.O.B.•T1. FURNISHINSTALL T— L + • SID. ST -14. 0 L STREET FRONTAGE 6310 LF FURNISHI WMEN PER C.O.B. STD. ST -14. TERIAL STREET FRONTAGE 751 LF Rl—1 I INSTALL ♦.♦ STD. —1: t r - 1-1" - STOP *WI -7" DOUBLE ARROW 1 —1" — — SINGLE ARROW (D- SHEET NUMBER' Y ., I aMR � (j33 *SIDEWALK I I a t y A F.M MAP 4JCLUDfAierrr w #-. 2' PEDESTRIAN EASEMENT PROVIDED AT -,-,R/W (KNUCKLES AND CUL-DE-SACS AS NEEDED. M kin NUCKLE AND CUL-DE-SAC f tSIDEWALK DRNT_WAY APPROACH z IPER C.O.B. STD. ST -6i A y 1 • k ys a i aV T a a i A F 0 w , ■ ,.. ADVISORYENGINEER I S'STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER 'MY DIRECTION LAND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDSP AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS illy 11•. IlrEVIEW BOARD. I AM RESPONS113LE FOR ALL CALCULATIONS AND DRAWINGS ON PLANSTHESE ERRORS, w R i" VIOLATIONS STANDARDSTHOSE ORDINANCES, i DESIGN CRITERIA SHALL BE 5 _11p -1(0 APPROVED YR: i t: ROGER A _OSH R.C.E. F TE EXP. 6-30-16 IN ACCORDANCE • i y i PLANSIMPROVEMENT OF PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS ARE PUBLIC AND ARE TO B PUBLICLY R.C.E.APPROVED BY: NICQLAS FIDLER, PUBLIC WORKS DIRECTOi 61069 R ASSI TANT PUBLIC WORKS DIRECTOR REVIEWED BY: 7/ -2 wwvwwmfwN mr `. . i ENGINEERTRAFFIC THE BEARING OF f SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF • t • .t RECORD OF SURVEY w w • •t • } BOOK PAGE 100 IN THE OFFICE OF THE KERN t SURVEYOR,COUNTY WAS TAKEN AS THE BASIS BEARINGS. USED:BENCHMARK TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINEINTERSECTION OF REUANCEDRIVE FIREBAUGH STREET. ELEVATION= ' PER TRACT NO. 5845 PHASES t MON. ELEV. MAP• THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION f I f f • ♦ •t ® j( TY OF I : COUNTY OF KERN, OF CALIFORNIA. INDEX OF SHEETS SHEET T1 TLE IA. 1- COVER SHEET • NOTES & SPECIFICATIONS ® TULIA STRIPING4. BANGOR PLACE 5. SUNCHASE DRIVE -7R 7. ASHE ROAD & CROOM LANE 8. NOTES t MIN. 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATIONS. RIVEWAY 2.THICKNESS CONCRETE.APRON & DRIVEWAY SHALL BE 6" OF 2.0% . ----------------------------------- I-10 SIDEWALKI . APRONi I PROVIDE REQUIREDI T IF OUTSIDE. I f " I BETWEEN APRON AND DRIVEWAY. COMPACTED TO O.G. RELATIVE COMPACTION. IF CURB AND GUTTER ARE POURED SEPARATE OF REQUIREDAPRON THEN DOWELS ARE CURB. 37 I " IN CENTER OF APRON. UNOBSTRUCTED PEDESTRIAN WALKWAY PER REQUIREMENTS AT _ . • i ! —1 — UU NVI MtK WI -1 " "_ NO PARKING "— SIGNAL i --RIGHT TURN ONLY— STOP WIN " "—KEEP RIGHT*S5-2* —" " "— I I T " " SCHOOL " 1 "® END — " 1" — —1" — SPEED UMIT 20 " " — NO OUTLET —_DRAIN r STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH0 I — REFER TO SEWER & STORM DRAIN• S SEWER — REFER TO SEWER & STORM SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT •.r REFER TO SEWER & STORM DRAIN Boom CONSTRUCT1f BOTTOM WIDTH DRIVEWAY ' WINGS PER C.O.B. STD. T—• (UNLESS OTHERWISE NOTED)PHASE BOUNDARY CENTERUNE PROPOSED EDGE OF PAVEMENT FURNISHINSTALL TRAFFIC SIGNAL CONDUIT IR I INSTALL IRRIGATION IT IC FURNISH & INSTAL INTERCONNECT CONDUIT FURNISH & IN7TALl SPLICE BOX FOR INTERCONNECT A TR1 , t CURVE NUMBER FOR CURVE DESCRIPTION tTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 17EM OF WORK - SEE SCHEDULE t y A F.M MAP 4JCLUDfAierrr w #-. 2' PEDESTRIAN EASEMENT PROVIDED AT -,-,R/W (KNUCKLES AND CUL-DE-SACS AS NEEDED. M kin NUCKLE AND CUL-DE-SAC f tSIDEWALK DRNT_WAY APPROACH z IPER C.O.B. STD. ST -6i A y 1 • k ys a i aV T a a i A F 0 w , ■ ,.. ADVISORYENGINEER I S'STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER 'MY DIRECTION LAND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDSP AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS illy 11•. IlrEVIEW BOARD. I AM RESPONS113LE FOR ALL CALCULATIONS AND DRAWINGS ON PLANSTHESE ERRORS, w R i" VIOLATIONS STANDARDSTHOSE ORDINANCES, i DESIGN CRITERIA SHALL BE 5 _11p -1(0 APPROVED YR: i t: ROGER A _OSH R.C.E. F TE EXP. 6-30-16 IN ACCORDANCE • i y i PLANSIMPROVEMENT OF PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS ARE PUBLIC AND ARE TO B PUBLICLY R.C.E.APPROVED BY: NICQLAS FIDLER, PUBLIC WORKS DIRECTOi 61069 R ASSI TANT PUBLIC WORKS DIRECTOR REVIEWED BY: 7/ -2 wwvwwmfwN mr `. . i ENGINEERTRAFFIC THE BEARING OF f SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF • t • .t RECORD OF SURVEY w w • •t • } BOOK PAGE 100 IN THE OFFICE OF THE KERN t SURVEYOR,COUNTY WAS TAKEN AS THE BASIS BEARINGS. USED:BENCHMARK TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINEINTERSECTION OF REUANCEDRIVE FIREBAUGH STREET. ELEVATION= ' PER TRACT NO. 5845 PHASES t MON. ELEV. MAP• THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION f I f f • ♦ •t ® j( TY OF I : COUNTY OF KERN, OF CALIFORNIA. INDEX OF SHEETS SHEET T1 TLE IA. 1- COVER SHEET • NOTES & SPECIFICATIONS ® TULIA STRIPING4. BANGOR PLACE 5. SUNCHASE DRIVE -7R 7. ASHE ROAD & CROOM LANE 8. NOTES t MIN. 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATIONS. RIVEWAY 2.THICKNESS CONCRETE.APRON & DRIVEWAY SHALL BE 6" OF 2.0% . ----------------------------------- I-10 SIDEWALKI . APRONi I PROVIDE REQUIREDI T IF OUTSIDE. I f " I BETWEEN APRON AND DRIVEWAY. COMPACTED TO O.G. RELATIVE COMPACTION. IF CURB AND GUTTER ARE POURED SEPARATE OF REQUIREDAPRON THEN DOWELS ARE CURB. 37 I " IN CENTER OF APRON. UNOBSTRUCTED PEDESTRIAN WALKWAY PER REQUIREMENTS AT _ . • i ! i i ��IIIp1� i r W CON001 L. LAJ { • low Uj r I� ��IIIINII Know what's 'Delow. tA"*;hall before you dig. t CITY REC0R-B,5`N0: i r W CON001 L. LAJ { • low Uj r I� Know what's 'Delow. tA"*;hall before you dig. t CITY REC0R-B,5`N0: mmilizAll LOU s A' MANHOLES BE • FOR PIPES i UNDER r DIAMETER AND TYPE i# -'-'IPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE m�ARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ONSL GROOVED FOUNDATION. # i Ir' • ! f a ! r ! ! 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M • ! f f r: 1 • • r� r r w # `.: W # `... r #. r # !! i w #:. w r •: i i • i i i r i !+ • r r r, # a s a i x: • x M r r !! w • f w, L !w t : • i` ,,, � a r s rr t Ji ♦ k f , a a • • r WE W • ,r r, i r # i ! i i i i t f i; f r # L w# L • a a w • a x ! f • # r ! # ! ! i w ! i i i • • :: # # a a a i r w .i • r♦ f +! a i i a ! i ! r; +• !, r w # r' l # i' • w i r r f # i i ` a i i f r r • i r r i # i ! ♦ • • •, • i # ! i ► r w, r ! r # w r, f ♦ 1, r :i �r ;, i r: :', # ! :' is i .., # • # • r r � � ,r r r♦ • r r ! r r :. j ! ♦ :. j ,., � # , is i , r i r. � . r r f R i r R . i � w> .. u R '. r' • � � is :. i ! i � 1! i i a a i' ! ! ■ i i • i ; � •: • r �r' • • ! f f i • f # i., # is ! i,. :. i ! , r ! : w i I.:. ...• #.. ri: # a I a : # ! # # u a ! i ! ! ! i # r, r ■ M #, f • r f i ! ! i • r r # ;, a J a a J , # r r ! • ! !• 4• r ri►'r # r! 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I • • i a a �, of f !,` i; # # : + a r • f '; i f • 1 r � � r w f ►, f f i f # i i i • r i # r r 1 t r 1 I ♦ a ,, f f f a J: , x ♦ #� # � 1 i f # i f # t • r • r ! # M r� i r ! ,, f f• f i; r' f i a a ! • r f R:. :, R L a:. wI ! .. • r ! 1 1 • i is i # i ! t #,.. �■ • X �♦• r i R r # � R a #. ,,, * � x a x • r k : r a i :N ! ! :I • '.i • # i ! i • . ! ! ! • r ! .:: • #, '• is is ; w.' w w W i ! i, i •,. !� f, r � r r � r , � ! ! ! r► ! • • f' 1 • „ • r M s a a # 1c. #•f y '` 7 ! i � ! f� � rff #a ! f r ♦ r r � i x i i`• ! w i �::. ! w , a .:• R'', i ! # x r i a ! i r f• f • ., f • w N+ i i f r ! ,•' a # : , ! # i # I # : a ! # r t � # ` a � ! i.; ♦ f / ° # r' r i + # L :. •' # ♦ L � x �, W ! :. i y �,... W , • w a i • ! , r •, " a i • iI ! i a : ! i a � i • i a f :', w r f, '. '" ! �', ;, r • ! w♦f # L #ar, i, t a .,i L i ,r �# Y f •. a t f, ! ` r' ` !`f+ ! ♦ # • ff `i! i` ` ! "tf i f #' !' iIa#• 1` !, ` f i r i,, •, • a,: / • f,, a •u. ! r<,. # f • a ! ` �` f ` # i w Vii# '` i ## !� • a x • i � .i ! r 4 .i#• 4 s i`Z&j r I-EIN C1111C` '• MANHOLES BE • FOR PIPES i UNDER r DIAMETER AND TYPE i# -'-'IPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE m�ARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ONSL GROOVED FOUNDATION. A r EASEMENT: EA3: TEMPORARY TURN -AROUND EASEMENT TO C.O.B. PER DOCUMENT NO. 0217023170 DATED 02/21/17, O.R. TO BE CONSTRUCTED WITH PHASE 1 AND REMOVED WITH PHASE 2. R/W R/W I 5' 5' 20' 20' z Z rr r r iris i r fii, i 0.20 A.C. PAVING COMBINATION 0.95' AGG. BASE SIDEWALK 0.5' COMPACTED O.G. T PROPOSED TYPE 'B" 95% RELATIVE DENSITY CURB & GUTTER O A LOCAL STREET SECTION 3R SCALE: 1"=1 0' HORIZONTAL 1 "=5' VERTICAL 11 = 4.5 R=8 � 1 10, SWALEZI �,... pl DI MIZ 2' zjw 2' A.C. PAVING m ( I 1% MIN. 2"-T- 777777777_77 7777777 7 EXISTING 6" COMPACTED SUBGRADE GROUND TO 95% B TEMPORARY TURN -AROUND 3R SCALE: NONE 368 366 364 362 360 358 356 354 S 352 350 368 366 364 362 360 358 356 354 352 350 k5 I A. 1 U+UU.UU IU 2U+14.45) SCALE: 1" = 50' HORIZONTAL 11+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 20+14.45) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL rMill] 20+00 368 366 364 362 360 358 356 354 352 350 21+00 LEGEN(CONT.): LEGEN(CONT.): LENGTH ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER FL FLOWLINE POVC POINT ON VERTICAL CURVE -0"R1-1' -STOP "R6-1" -ONE WAY "S5-2' - END SCHOOL ZONE PHASE 2 CONSTRUCTION PHASE 1 CON TRUCTION 2 ELEV ELEVATION EVC END VERTICAL CURVE 268'49'50" 'R26(CA ' - NO PARKING -DEAD END WHEM BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "W14-1 'R3 -5t - RIGHT TURN ONLY :W14-2' - NO OUTLET SECTIOON IS ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE Z "R4-7' -KEEP RIGHT W1-7 - DOUBLE ARROW "R81(CA)' W14 - SINGLE ARROW O CURVE NUMBER FOR CURVE DESCRIP11ON BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - BIKE LANE EC END CURVE TC TOP OF CURB oz "W3-3" - SIGNAL AHEAD "W1-1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - C STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS1 ❑ FLOWUNE STATION - SEE TABLE OF VERTICAL CURVE FC FINISH CONCRETE �o P.O.C. POINT ON CURVE FC FINISHED CONCRETE 0 STORM DRAIN MANHOLE - NOTE: PA PROPERTY UNE R/W RIGHT-OF-WAY REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT cq EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G CURB AND GUTTER Wo CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER cV P.A.F.L. PARKING AREA FLOW UNE [� ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. M to FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTE Q EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. AND SEWER DETAILS. FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. M N FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. ■ ■ ■ � ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STANDARD OR APPROVED EQUAL. IME N= SM MM PHASE BOUNDARY in -�- Z_ _ _ _ CENTERLINE M M. M M z M BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. --cam- EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS z/ EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS 1 M � CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED} M COORDINATE APPLICATION OF RELOCATION WITH PG&E. > c° M W > Ul) tM M 1.4 > W r. w O z LL:z W J - Q M W tu _ W M LW Z W W '► 0 r .= L4 W Lt: 4 W I n W Y N p p�-,, J W Z fed W t� Uj w +Q Y N o Ui a M 00 .1� H �WM co Q+f W N ' co ocw 00 et V O U) M - ckc¢ STING GROUND o w .- . N a M a .- W N • .Q 0 N % EXI NG GROUND = 9 - - _ C9 N w W v W a N EXISTING GR ND -0.26% ¢ a ~-- N C� to N C�tn aW S= -O.; % \I- / L S=0.23% CL S=0.23% =0.23% -- ---- -- - --- - -W -Ql -- -- -- --- -- -- 1 -- -- --_` PROfWM NORTH FLO NEJ LN S=O.2 % S=-0 3% L 3142 ' ' L .3142 ' 5=0.25% S=O. 25% S=0.25% • W z S=--0.51% S=0.51% =-0.25% J 1 i o o r- PR OSED TH FLO NE P OPOSED OUTH FL WUNE Ki Ki Ki ►0 ' ri �0- MMM M M 0- 11+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 20+14.45) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL rMill] 20+00 368 366 364 362 360 358 356 354 352 350 21+00 11+00 12+00 13+00 14+00 ��✓� LEGEND: LEGEN(CONT.): LEGEN(CONT.): LENGTH ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER FL FLOWLINE POVC POINT ON VERTICAL CURVE -0"R1-1' -STOP "R6-1" -ONE WAY "S5-2' - END SCHOOL ZONE PH 2 CON 1W V_ TRUCTI PHASE 1 CON 'IV TRUCTION _N 2 ELEV ELEVATION EVC END VERTICAL CURVE 268'49'50" 'R26(CA ' - NO PARKING -DEAD END WHEM BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "W14-1 'R3 -5t - RIGHT TURN ONLY :W14-2' - NO OUTLET SECTIOON IS ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE Z "R4-7' -KEEP RIGHT W1-7 - DOUBLE ARROW "R81(CA)' W14 - SINGLE ARROW O CURVE NUMBER FOR CURVE DESCRIP11ON BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - BIKE LANE EC END CURVE TC TOP OF CURB oz "W3-3" - SIGNAL AHEAD "W1-1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - C STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS1 ❑ FLOWUNE STATION - SEE TABLE OF VERTICAL CURVE FC FINISH CONCRETE �o P.O.C. POINT ON CURVE FC FINISHED CONCRETE 0 STORM DRAIN MANHOLE - NOTE: PA PROPERTY UNE R/W RIGHT-OF-WAY REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G CURB AND GUTTER Wo CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW UNE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTE Q EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. AND SEWER DETAILS. FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. ■ ■ ■ � ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STANDARD OR APPROVED EQUAL. IME N= SM MM PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE 'B" A.C. -�- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ CENTERLINE M M M z BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. --cam- EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS z/ EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. M � CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED} M COORDINATE APPLICATION OF RELOCATION WITH PG&E. M W st Ul) tM M ap r. O Q M M LW Z W W '► 0 r L4 W W w p�-,, J W Z w Y N o Ui a M 00 co co ocw 00 et V O U) M - sf .- M .- W N • .Q Q v w `�` % EXI NG GROUND = 9 v v w W v W a N EXISTING GR ND ¢ a ~-- N C� to N C�tn aW / L CL to -__ -- ---- -- - --- - -W -Ql -- -- -- --- -- -- - -- -- --_` S=O.2 % S=-0 3% L 3142 ' ' L .3142 ' 5=0.25% S=O. 25% S=0.25% S=--0.51% S=0.51% =-0.25% 1 i o o r- PR OSED TH FLO NE P OPOSED OUTH FL WUNE Ki Ki Ki ►0 ' ri MMM M M 2 II 1 1 q W W Q 4 4 4 4 4 a! 11+00 12+00 13+00 14+00 ��✓� LEGEND: LEGEN(CONT.): LEGEN(CONT.): LENGTH ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER FL FLOWLINE POVC POINT ON VERTICAL CURVE -0"R1-1' -STOP "R6-1" -ONE WAY "S5-2' - END SCHOOL ZONE `_ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE 4474'55" "R5-1" - DO NOT ENTER W31(CA} - END : 2 ELEV ELEVATION EVC END VERTICAL CURVE 268'49'50" 'R26(CA ' - NO PARKING -DEAD END WHEM BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "W14-1 'R3 -5t - RIGHT TURN ONLY :W14-2' - NO OUTLET SECTIOON IS ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE Z "R4-7' -KEEP RIGHT W1-7 - DOUBLE ARROW "R81(CA)' W14 - SINGLE ARROW O CURVE NUMBER FOR CURVE DESCRIP11ON BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - BIKE LANE EC END CURVE TC TOP OF CURB oz "W3-3" - SIGNAL AHEAD "W1-1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - C STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS1 ❑ FLOWUNE STATION - SEE TABLE OF VERTICAL CURVE FC FINISH CONCRETE �o P.O.C. POINT ON CURVE FC FINISHED CONCRETE 0 STORM DRAIN MANHOLE - NOTE: PA PROPERTY UNE R/W RIGHT-OF-WAY REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G CURB AND GUTTER Wo CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW UNE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTE Q EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. AND SEWER DETAILS. FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. ■ ■ ■ � ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STANDARD OR APPROVED EQUAL. IME N= SM MM PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE 'B" A.C. -�- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO C.O.B. STD. ST -14. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. --cam- EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS z/ EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED} COORDINATE APPLICATION OF RELOCATION WITH PG&E. 15+00 16+00 17+00 18+00 (STA. 10+00.00 TO 20+14.45) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL CONSTRUCTION NOTES: 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 0 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. O CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 0 CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. O CONSTRUCT 5.5' COMB NA IO�PER D W LK PER C.O.B. STD ST -3. INSTALL TYP Ill BARRICADE CAL AN STANDARD PLANA 73C 0 WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CON TRUCTI N QF ADJAICENJ P AS .L�� OSEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS DETAIL ON SHEET 1. O10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 11 RELOCATE 12 PROTECT IN PLACE 19+00 FAI 20+00 368 366 364 362 360 358 356 354 352 350 21+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 35.00' 27.13' 14.29' 4474'55" C3 42.00' 197.06' 42.87' 268'49'50" 0 SCALE: 1 " = 50' 50' 25' 0 50' 100' REVISION APPROVED BY: ROGER A. Mc TOSH R.C.E. 33322 DATE Know what's below. Call before you dig. 1 REVISION qqAPPROVED BY: 1-17 DANIEL PADILLA R.C.E. 67008 DATE H 0 m J N CA Z oz �o Wo w z a 0 W r. O Q M M 0 r ANAGOLDEN STREEgA SEE SHEET •f- 6R _ 1 F ----ATYPICAL 7 N w d CE .0c M zd i m -------------- UCU 0t0a 1 � Ogg p, zaa W cin 4 I 1 I 3 2 ISHAN D EASEMENT: EA3: TEMPORARY TURN -AROUND EASEMENT TO C.O.B. PER DOCUMENT N0. 0217023170 DATED 02/21/17, O.R. TO BE CONSTRUCTED WITH PHASE t AND REMOVED WITH PHASE 2. NAVAN PLACE 0 SEE SHEET-& 6R '0000�1 I I I I I 1 I PH�iSE I !! - ---- It CL J i ..3�� i I a a. IL:�,� o 0 O C.9> Noo J N 123 O QQ ,,,_ -1-1 N m Z 1 �� + 32 clLL: 2 ' 21 f M Q .- r C.) .. ti ci + Bat n �`` • �`` �w • �w 'h co LLJ r MLAJ Q: W I tQQ�Q+.�.Q o+ o+ o oci�oco Z�� 0 t9 V) NLO ' ' + '� F Q Q co to C3 FdmN _ dtn 0 in LI 11+00 `n N M �(TYP.) 4_ _) _ _ ____�__ _ _ 12- +� �_ _ 13100 S88'57'42"E 31.31' 14+00 3 6 SEWER S 9 -f ---s (TYP.) M I 8' g k,_ �0* 355 . I o, G ' t O W N N to t Q s 4 t Z N R 100 20' I 20' 30' 30' 368 366 364 362 360 358 356 354 352 350 15+00 16+00 X17+0F s 1 T ar �S Z no= ME= mom EmmffTm r °p } 00 oo M Q c M co M EA3 it •= _ " _ N LY `Z 00 IC) d itO ¢ to } tG [ j �p J 00 M 00 M '- � et- to I� Ir ¢ Ir. ¢ >- J- 00 M o0 g wo lo+ w+ t�'w+ 1+ �+ +�+ IM I -i �`" ce ¢o I`.r°¢,o� Ir. Q� �p¢ri .- > ^ N W N IN w N I + ►1- ! L6 ice, N IM 1 `v ter¢- Q p¢ ¢�o¢ > ° n> -°O dM'- o �� >c� lcro>� o ¢ Q ¢ -;� cn cn N N N N ►- t- ►- ¢ co d o �r N o¢ Q o¢ Q o `� N 1 �,� + ¢QQ C3 LL:C1 C>39 38 37 ' 36 35 34' N IN N �� ' 0 C1 r 33 36 35 t QIQ- N oQMM 1 1 34-- "cn ' O� N � mmst+"d+. coc 37 1 r�- 1iMtQ-� 1 t vF-- F` 20 Q`a - ' vi 20' �""-,-- - - - - - •- ----•• - _ _ aC9 to N m N N 300 r ------- STREET NAVAN PLACE -6- 6R0 _ SEE SHEET -6- 6R 1 1 I V) 8 I -- -- -------- 20' 20' _T 30' I 30' I c3 I 1 N ( N J -j 2 4 ' 2 5 f -; U: 1 ci n 728' •- ao 1 n i � `` �` 9 w ''- F'- � `'ri - tto tMC1 w Z nn foo "�� " >� E>� "> ++ dam- p '-- Ito p CDp O N N + CD I+ + N tr b + Baa Im - N m N N a R/iM Q d O to i- + _ " , V' v) �I r 4 O O 9 (TYP.) N 18+00 19+00 S88'57'42'E 411.48' 20+00 1 SEWER o 0 1 2 9 (TYP.) 161111 �R Z ' IN. m in Go ic (STA. 10+00.00 TO 21+42.79) SCALE: 1" = 50' HORIZONTAL "A ASHE ROAD 0 SEE SHEET -7- 7R 1 66' l.� LL � � `` `` SEC110N LETTER 1 R/W 31.42' R6-1 - ONE WAY *W31( ' END SCHOOL ZONE 'R5-1" W31(CA) -END _ _ A SECTION DESIGNATION � C2 WS i! Q o``o 'trj w + IN < � 1000 � ¢ M I M as Q 1 ¢ IM 00 Io Q C 11 d- S > °loo k 1 jrn I0wrn owo - KEEP RIGHT "W'-6" 'R81(CA)' W1-6 -SINGLE ARROW QC�>� `�' 1�� (J INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. N>N c� Zt -i �� ' 33 0� 32 31 '� Nom~ �' 30 1�-� IN 29 N �-' �� O M M O 1 0 FLOWLINE STATION - SEE TABLE MM M M UNIT STANDARD PLAN R.S.P. A88A CASE A. n 4 NOTE: O � + o 1\ r r 21+00 -4. a Z0 I! Wu) ' ' aD aD ' Z N N VNH PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. to W Q Ot m C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. m to N "A ASHE ROAD 0 SEE SHEET -7- 7R 1 66' LEGEND (CONT.: CONSTRUCTION NOTES: R1-1 �-- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: `R1-10 - STOP " SEC110N LETTER 1 " CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 31.42' R6-1 - ONE WAY *W31( ' END SCHOOL ZONE 'R5-1" W31(CA) -END _ _ A SECTION DESIGNATION � C2 WS 47.45' (0 HA it TRUCTI PH E 1 CONSTRUCTION TRUCTI PHXSE 1 CONSTRUCTION d- W14-2 - NO OUTLET "R3 -5R" - RIGHT TURN ONLY " " - DOUBLE ARROW 'R4-7' SEC110N IS SHOWN coZW W0V - KEEP RIGHT "W'-6" 'R81(CA)' W1-6 -SINGLE ARROW CURVE NUMBER FOR CURVE DESCRIPTION `:J O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. - BIKE LANE Zt '� 'W3-3' - SIGNAL AHEAD *WI -1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FLOWLINE STATION - SEE TABLE UNIT STANDARD PLAN R.S.P. A88A CASE A. 0 4 NOTE: O CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. o REFER TO SEWER & STORM DRAIN PLANS 21+00 -4. a Z0 I! STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT aD aD 4 Z " PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. to W Q Ot m C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 7 CO STRUCT 5.5" COMBINATION SIDEW LK PER C.O.B STD ST -3 W Z s SEWER -REFER TO SEWER &STORM DRAIN PLANS NOTES: INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C (g)WITH r ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN N AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT V U AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCTIN F DJ CENT P AS . WNd-n ^� *+ O BE COMPACTED OE95% RELATIVE DENSITY PER C.O.B.SM. 9 O � f'tj �N 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. N N CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 2 EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STANDARD SPECIFICATION PTH-02ALKYD. N N 11 W tib 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. LO M N 12 PROTECT IN PLACE 48 0 55' n ASHE ROAD SEE SH EET -7- 7R WIM11+1 368 366 364 362 360 358 356 354 352 350 11+00 12+00 13+00 14+00 15+00 16+00 • (STA. 10+00.00 TO 21+42.79) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 17+00 18+00 20+00 LEGEND (CONT.: CONSTRUCTION NOTES: R1-1 �-- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: `R1-10 - STOP " SEC110N LETTER 1 " CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 31.42' R6-1 - ONE WAY *W31( ' END SCHOOL ZONE 'R5-1" W31(CA) -END _ _ A SECTION DESIGNATION � C2 30.00' 47.45' (0 HA SE 2 CON TRUCTI PH E 1 CONSTRUCTION TRUCTI PHXSE 1 CONSTRUCTION 46.80' W14-2 - NO OUTLET "R3 -5R" - RIGHT TURN ONLY " " - DOUBLE ARROW 'R4-7' SEC110N IS SHOWN coZW W0V - KEEP RIGHT "W'-6" 'R81(CA)' W1-6 -SINGLE ARROW CURVE NUMBER FOR CURVE DESCRIPTION `:J O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. - BIKE LANE J♦ '� 'W3-3' - SIGNAL AHEAD *WI -1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FLOWLINE STATION - SEE TABLE UNIT STANDARD PLAN R.S.P. A88A CASE A. 0 STORM DRAIN MANHOLE - NOTE: O CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. o REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT a Z0 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT aD aD CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. Z " PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. to W m C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 7 CO STRUCT 5.5" COMBINATION SIDEW LK PER C.O.B STD ST -3 W W Z s SEWER -REFER TO SEWER &STORM DRAIN PLANS NOTES: INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C (g)WITH r ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN N AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCTIN F DJ CENT P AS . OVER 0.95' BASE OVER 0.50' O.G. V7 L-0 BE COMPACTED OE95% RELATIVE DENSITY PER C.O.B.SM. 9 O SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS to FM PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. to CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 RELOCATE tib 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. LO M COORDINATE APPLICATION OF RELOCATION WITH PG&E. 12 PROTECT IN PLACE wool'M4 n M M Q � O L6M M W W W �j LL W W W W JW Wci tn Ui m 4t Co W aQ a t to a STING G ND . ,Q J W m wt~n �+ EXISTINGGRO D �� - N M '`' cd(nnw mw w - - - - - -- _1--- _ .� Q E15i L=47.45' L = 31.42' - - - - - - - - - - - - - -0.22% - - - - - - - - XISTING OUND S -0.27% c3 Q ci Uj v L 31.42' L 31.42' 5-0.22% EXISTING ROUND S=0.50% a 0 5=0.513 cd N c v v Lq w 1 _ m �% L= 46.8 Y S"1.38 S-1.40 -- -- - - " r M - - 1 ROPOSE NORTH OWUNE - - 1 --- M N oo co L= 1.42• -` - -- - __ ROPO NORTH OWUNE -- 0.22 M M st• !- at S-- 0.27 L S=_1.27% 31.42' L x.1.343 31.42' "' S=0.22% LO to 5=0.513 d' to I1, I 11 to 0 M M co M PROPOS D SOUTH FLOWUNE > > if it tl 1 ��•. n N ' :3> FI NONE t p ii in it O II W W J WW J J W M > W W W W W d y .r 4 4 11 >> it II > W L W> yiJ'j L�i d 4 W W WIM11+1 368 366 364 362 360 358 356 354 352 350 11+00 12+00 13+00 14+00 15+00 16+00 • (STA. 10+00.00 TO 21+42.79) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 17+00 18+00 20+00 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR 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 POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F L. PARKING AREA FLOW UNE © FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. QQ 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. -cam- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. -- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 (STA. 10+00.00 TO 21+42.79) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND CON T_ LEGEND (CONT.: CONSTRUCTION NOTES: R1-1 �-- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: `R1-10 - STOP " SEC110N LETTER 1 " CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 31.42' R6-1 - ONE WAY *W31( ' END SCHOOL ZONE 'R5-1" W31(CA) -END _ _ A SECTION DESIGNATION � C2 30.00' 47.45' - DO NOT ENTER " 'R5-1* ' - NO PARKING "W14-1" - DEAD END !000 PHASE 2 CON TRUCTI PHXSE 1 CONSTRUCTION 46.80' W14-2 - NO OUTLET "R3 -5R" - RIGHT TURN ONLY " " - DOUBLE ARROW 'R4-7' SEC110N IS SHOWN coZW W0V - KEEP RIGHT "W'-6" 'R81(CA)' W1-6 -SINGLE ARROW CURVE NUMBER FOR CURVE DESCRIPTION `:J O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. - BIKE LANE J♦ '� 'W3-3' - SIGNAL AHEAD *WI -1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FLOWLINE STATION - SEE TABLE UNIT STANDARD PLAN R.S.P. A88A CASE A. 0 STORM DRAIN MANHOLE - NOTE: O CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. o REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT a Z0 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT aD aD CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. Z " PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. to W m C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 7 CO STRUCT 5.5" COMBINATION SIDEW LK PER C.O.B STD ST -3 W W Z s SEWER -REFER TO SEWER &STORM DRAIN PLANS NOTES: INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C (g)WITH r ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN N AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCTIN F DJ CENT P AS . OVER 0.95' BASE OVER 0.50' O.G. V7 L-0 BE COMPACTED OE95% RELATIVE DENSITY PER C.O.B.SM. 9 O SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS M ME SM ME ME FM PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. to CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 RELOCATE tib 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. LO M COORDINATE APPLICATION OF RELOCATION WITH PG&E. 12 PROTECT IN PLACE n M Q � O W W JW Wci Co W t to In �+ N M '`' •- .� Q Q XISTING OUND c3 Q ci Uj v �? v Q EXISTING ROUND a 0 N cd N c v v Lq w 1 _ m �% L= 46.8 Y -- -- - - -- - - W M W - _ --- - S =1.223 L= 1.42• -` - -- - __ - - -- 0.22 S-- 0.27 L S=_1.27% 31.42' L x.1.343 31.42' S=0.22% " 5=0.513 o v- co PROPOS D SOUTH FLOWUNE "' 1 ��•. n N FI NONE t p ii in O M > t 11 >> it II > W L W> yiJ'j L�i d 4 W W W Q W W W W W 4 4 4 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR 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 POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F L. PARKING AREA FLOW UNE © FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. QQ 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. -cam- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. -- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 (STA. 10+00.00 TO 21+42.79) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND CON T_ LEGEND (CONT.: CONSTRUCTION NOTES: R1-1 �-- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: `R1-10 - STOP " SEC110N LETTER 1 " CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 31.42' R6-1 - ONE WAY *W31( ' END SCHOOL ZONE 'R5-1" W31(CA) -END _ _ A SECTION DESIGNATION � C2 30.00' 47.45' - DO NOT ENTER " 'R5-1* ' - NO PARKING "W14-1" - DEAD END SHEET *0E 2 C3 CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 46.80' W14-2 - NO OUTLET "R3 -5R" - RIGHT TURN ONLY " " - DOUBLE ARROW 'R4-7' SEC110N IS SHOWN coZW W0V - KEEP RIGHT "W'-6" 'R81(CA)' W1-6 -SINGLE ARROW CURVE NUMBER FOR CURVE DESCRIPTION `:J O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. - BIKE LANE J♦ '� 'W3-3' - SIGNAL AHEAD *WI -1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FLOWLINE STATION - SEE TABLE UNIT STANDARD PLAN R.S.P. A88A CASE A. 0 STORM DRAIN MANHOLE - NOTE: O CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. o REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT a Z0 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT aD aD CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. Z CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. to W m C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 7 CO STRUCT 5.5" COMBINATION SIDEW LK PER C.O.B STD ST -3 W W Z s SEWER -REFER TO SEWER &STORM DRAIN PLANS NOTES: INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C (g)WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCTIN F DJ CENT P AS . OVER 0.95' BASE OVER 0.50' O.G. ■ ■ ••• ■ ■ ■•• ■ ■ ■� TRACT BOUNDARY BE COMPACTED OE95% RELATIVE DENSITY PER C.O.B.SM. 9 O SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS M ME SM ME ME FM PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. - - - CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 RELOCATE 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH PG&E. 12 PROTECT IN PLACE REVISION APPROVED TOSH 21+00 R.C.E. 33322 368 366 364 362 360 358 356 354 352 350 368 366 364 362 360 358 356 354 352 350 4--17-1 DATE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.OV 31.42' 20.00' 90'00'00" C2 30.00' 47.45' 30.33' 90'3729" C3 30.00' 46.80' 29.67' 8972'31" SCALE: 1 " = 50' 50' 25' O' 50' 100' l N_ �_ m MON9 1 REVISION- q APPROVED BY: / r �l DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0111 before you dig. 1.1-6663 Ph 1 & 2 CITY RECORDS NO: 0 M z U_ a =, W U M rWco 0 c: CO Ninv w Y m ,� 6e _ 2 C44 t� _> U a z 0 m cn N 0) N z �o V. C Zz 0 coZW W0V �-Q J♦ '� 0 IL V= a 0 �-- 0 co co o �Q a Z0 ... � aD aD O Z to W m � W W Z � H cn Q 0 s n Q � O 0) N z V. C coZW W0V �-Q J♦ '� 0 IL V= a 0 �-- 0 co co o z a Z0 ... � aD aD O Z v m � W W � H SHANAGOLDEN STREET 0 NAVAN PLACE SEE SHEET fr fiR 1Q ��^� SEE SHEET -0- 6R TI,, I 2,;---_ _ _ _ _____ _' HASE f if u JN 11 co oAero J �� N ; i I I I i o�I J o M I 1 I 1 P l /`'1 SE 0 U-) II - II ' 1 w o0a qNM W ciI N oN �, a� J N a W .- ;,, ....i r --� > iii I v o O 5 0 I SJ A o cSU: do I z0 I 11 �� Z`�W ..s NN � z W I 41 I 42 -� 43 ' 44 ' 45 I , �� a �! I z 11 Q11 o M -� o.± Q I 1 c^o c'o -� �`" '� U_�� '� -' '.� 1� J I J . 4 6 i J J 4 7 4 8 4 9 j N �! 2�rt 20, o� a• -W w IX I oO aoW o � '` '� w �� w ,,_ 4L: c.icS LL -' -•' -'� ; - -.i ��, 113 'I L O O m `+' -� (� V H ra- ' Z ' N N m N �` d^. f� I� ^ r z �'- Li LL C> ta: + + R W 2 v m ao cn cn 20� 20 , M W ¢ ^ Q in < 1+ >- N �: �- °' d; � h � h ca a r- ^ O O d to O .- ¢ i >- > d- et •- ¢1a-�w 30 30 vta-< a�0 w +I+ w w I� N M ¢� N� N h vct°c00 ¢ I Q c.; 1~ STANDARD TYPE III v to z v rn c/> v cn z o ? > r 'r i ; w + I+ , + 1 + !+ + h' �`'n i� o� Imo^ ¢ I Q to ¢¢ >_r > r >� w� �Uj +I�c+cii w+ I+w+ 1+ �°+°+I�+ ++ _ > > cfl co co w w _ N N * BARRICADE PER 3 o a o i ix `- > k'_> _ ^ o0 00 °O CpI H2 CALTRANS A73C ¢ 1 r �-- z r �-- ¢ ackf ¢ > Q Q 4 N cn cn __ n N u 0 `= L%R/W ¢ a Q a a ¢ a Q Q Q r F ... ... 4 PPIP, cn N � N cn cn c ; ci v a a v c° cnN cncdNcn DAYLIGHT LINE (SEE GRADING 368 366 364 362 360 358 DAYLIGHT TO EXISTING GROUND 5 354 352 350 368 366 364 362 360 DAYLIGHT TO 358 EXISTING GROUND 356 354 352 350 THIS PORTION OF NAVAN PLACE .IN PHASE 20 BE CONSTRUCTEP IN PHASE 1 -EE SHEETS 1A AN 6R. n I .j oJ.. !I it r 1 Q J 5 1 I '�� J 1 S 11 pp Ic; OC> M -I n z N cs -; v ;pper �� 52 5354(ju: �' to _ �N !- t? d. d' Li -i -! -i -j1 _i h h ^ M 5 N m N q C CV tV lt- Li l i Li ta_ Li a- cV _♦ _+ >- a; WIN !- La ♦Ir- M M rn dh- d^, N '�' '� +l N N w+ H + +� >- .- .- .- CJ c�UQ 3o vsa��I0�o a�cl Qco NN Nl�tita- �N c�cn .tQwrnlv+i��o+ i+ ++i �+ QQ QaNcn QQ 7cn vrr? .-->N O V! -r r � W u) tncf N N N to n N ----s ` (1) Q_Q N R/W N �C-34'- c i ..- _..� _ _ _ . _ h" co co co I it I -NN L� Ui 3 >- R M N i s �r a C co tp" Q 1 11 �+- w ti t� U_ LL , Li N 1 o M o o ¢ ,� Ir- ¢ C.6 I^' >-- r,: Imo? >- Q P7 has >- lc ? d- t-: 3 o F; co" co co co �.ri "M rri R/W \ I EA2 + Ki 1 co IM �t >- d o to >C) coL6 0 Wo + �+ L�;� t 1°' �� IO�co I= ¢,i li ¢ o z W01 >-N 1��* rnirn p�^'M Ia' �� CID rn N w r w,,�.. w+"1'w++ + + U) co ¢ oo ¢ > �t w o ¢ .- w + toI> W V �c" "' `�' Oci >r` t` � woo aNM> + w+ ++W Z Q Q¢ 1 N 1 .-> of > � QO Ocn CU Q Q¢ a Q N ..i >co to cn I cn `n co Icn n Icrn c i �" �- r Ea- ..� I 8 I J Q Q Q c� Q o o o W ' Q w -4 w J v ' 6 9 ' i ' iN �� iN N C3 LL: ' •N+- 1 v L c i lure cn cyan I c~¢n dh,- u Icon c Ivr�i c~i¢i It4rn ±stn zOOo ( �� 67 66 65 rnal ohirn I 1 cnv �--q W 1 i s aw ��a i 64 NN 1 .W C3to 63 62 m+�� 60 I i �.��a v�g I ++ ++ o�oa W 59 aF-�dw c`e++ i I l 1 ! corn I 1 hn 0 g� 1 v cn z o= ^' 1 1 I I 1 0 TYPICAL a s 1 I •- I i ca.� N z o1-5 1 I z�Fa jf HAfj 2 tricrnc $ 1 Wcicrn PHAsE3(FUTURE) CRO M LANE - - -- - - ----- _ _ -- - _ -- SEE SHEET -7- 7R )A SUNCHASE DRIVE (STA. 10+00.00 TO 21+85.06) SCALE: 1" = 50' HORIZONTAL r© .01 MEMO 13+00 14+00 15+00 16+00 17+00 TANGENT DELTA C1 20.06 (STA. 10+00.00 TO 21+85.06) 20.00' 90'00'00" C2 J _i -1 14.29' 44'2455' C3 42.00' ! U.: Li II LEGEND (CON T. �): �B�,VIATIONS WQ 0) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1' 1-: !I FLOWUNE POVC POINT ON VERTICAL CURVE i Qo $ 14. CENTERLINE BVC BEGIN VERTICAL CURVE o00 N - 2 N 'd J 'R26(CA ' - NO PARKING W14-1" - DEAD END SHEET VHERE �N BEGIN CURB RETURN PI POINT OF INTERSECTION a 'R3 -5R - RIGHT TURN ONLY „W14-? - NO OUTLET -� Li Q¢ a Q¢ �� o + a BC V) V) V)VW - BIKE LANE M •- t" 1 ai 58 'W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW � _�_ N �I cjcj o+56 + STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 5 OF VERTICAL CURVE FC FINISH CONCRETE WQ +C P.O.C. + +u) 0 STORM DRAIN MANHOLE - ccj PA PROPERTY UNE R/W RIGHT-OF-WAY NNM LO Q o Q 1 vaQ F-- t- +` + .- Ir -� F.O.C. cn cstr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER mtntn _NN_ M n ASHE ROAD SEE SHEET -9- 7Rline 1 4 U-1 M X w cn Q 35' SEWER EASEMENT II � I w N 0 ASIl IKKU SEE SHEET -7- 7R 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 21+85.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 • !1 1 it 21+00 22+00 13+00 14+00 15+00 16+00 17+00 TANGENT DELTA C1 20.06 (STA. 10+00.00 TO 21+85.06) 20.00' 90'00'00" C2 35.00' SCALE: 1" = 50' HORIZONTAL 14.29' 44'2455' C3 42.00' 1" = 5' VERTICAL EG N D:(QONT.):SCALE: LEGEND LEGEND (CON T. �): �B�,VIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1' SECTION LETTER FL FLOWUNE POVC POINT ON VERTICAL CURVE -�- - STOP 'R6-1" - ONE WAY "S5-2' , END SCHOOL ZONE _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE `R5-1* W31(CA) - END R5-1 - DO NOT ENTER - 2 ELEV ELEVATION EVC END VERTICAL CURVE 'R26(CA ' - NO PARKING W14-1" - DEAD END SHEET VHERE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R - RIGHT TURN ONLY „W14-? - NO OUTLET SECTIONSHOVAN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4-7" - KEEP RIGHT W1 -7W1 - DOUBLE ARROW 'R81(CA)" "-6' - SINGLE ARROW CURVE NUMBER FOR CURVE DESCRIP11ON BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - BIKE LANE V EC END CURVE TC TOP OF CURB 'W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW a ITEM OF WORK - SEE SCHEDULE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1l FLOWUNE STATION - SEE TABLE OF VERTICAL CURVE FC FINISH CONCRETE WQ +C P.O.C. POINT ON CURVE FC FINISHED CONCRETE 0 STORM DRAIN MANHOLE - NOTE: PA PROPERTY UNE R/W RIGHT-OF-WAY REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G CURB AND GUTTER cstr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. M n C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. © tD s SEWER - REFER TO SEWER & STORM DRAIN PLANS �- © �'00 tt) 4 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. AND SEWER DETAILS. FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO �- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. ■� ■ ■ ■■�■ ■ ■ �■ ■ ■ TRACT BOUNDARY BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3• ASHE ROAD - PAVEMENT TO BE 0 45' TYPE "B" A C N in FURNISH & INSTALL STREET UGHT-9500 LUMEN PER - - - CENTERUNE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO C.O.B. STD. ST -14. n h M CMZ -- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ` EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS rr .) d' M 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. et M all V} COORDINATE APPLICATION OF RELOCATION WITH PG&E. rMZ.j a- � M to tt) CID M M 1M M V) In M a G0 oQ O J 11 .- > M �: W M c; z tai W > > LL'' W W Z W LL z W > > Z h W -j Z W W p� 11�'- W eLLJ �W j In ^ W N W W Li OMD 4-WZ W) W r=W Z O= to C1 p _ CO LL + W 06 'd' QO 00 + ,d: M M ♦ 00 + j 00 cn M CI Q 1 �+- to to -3 tC + N ct ♦ tC to M .}. + -j M N Z0 m.M-IiwGO tM 141) O +W CISm a s N c= 0- w o W W� EXISTING GROUND 0+0 a N W W w w W Q N N a c:0 N w � z o W EXISTING GROUND N y r cn c crn W -- m v a a w ; � c,! rQ- o � 2:1 - -- -- - -- --- -- - -- -- - -- 0 cn - - - -- ---- -- v � `-I` w N ---- -- ---- - - ad cn - - -- -- - -- ¢ a -- -- - ,� r O W J v SLOPE W m S=-0.257* a cn z W EXI TING G20 ND S=o.50% N S=-0.50% M N N cn W w w QgS11NG GROUND S=0.25% I S=O.-257a C4 cn z 0 W ai cn S=0.257 A cw - SL = 31.42 = 31.42' S=-0.25 L = 31. 2' L = 31. 2' M 4 Ut 4 M M S=0.25 % S=0.25% OSED SOJITH S=0.25% S=-0.25% S-1.27% S:=-1.249 S= -0.53T S =0.53% M 2.00' PR OSED NO ZTH FLOW NE Jn n " h0 r`n n PROPOSED NOR FLOWU E M Nrj W M M W M M M 2.00' PROP NORTH 1OWUNE f 11 MM MM W MM 1) MMM I p il. i. N, II » j» >: > > W W W W W W W W -10_W W a 4 -3" 4 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 21+85.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 • !1 1 it 21+00 22+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 TANGENT DELTA C1 20.06 (STA. 10+00.00 TO 21+85.06) 20.00' 90'00'00" C2 35.00' SCALE: 1" = 50' HORIZONTAL 14.29' 44'2455' C3 42.00' 1" = 5' VERTICAL EG N D:(QONT.):SCALE: LEGEND LEGEND (CON T. �): �B�,VIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1' SECTION LETTER FL FLOWUNE POVC POINT ON VERTICAL CURVE -�- - STOP 'R6-1" - ONE WAY "S5-2' , END SCHOOL ZONE _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE `R5-1* W31(CA) - END R5-1 - DO NOT ENTER - 2 ELEV ELEVATION EVC END VERTICAL CURVE 'R26(CA ' - NO PARKING W14-1" - DEAD END SHEET VHERE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R - RIGHT TURN ONLY „W14-? - NO OUTLET SECTIONSHOVAN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4-7" - KEEP RIGHT W1 -7W1 - DOUBLE ARROW 'R81(CA)" "-6' - SINGLE ARROW CURVE NUMBER FOR CURVE DESCRIP11ON BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - BIKE LANE V EC END CURVE TC TOP OF CURB 'W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW a ITEM OF WORK - SEE SCHEDULE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1l FLOWUNE STATION - SEE TABLE OF VERTICAL CURVE FC FINISH CONCRETE WQ +C P.O.C. POINT ON CURVE FC FINISHED CONCRETE 0 STORM DRAIN MANHOLE - NOTE: PA PROPERTY UNE R/W RIGHT-OF-WAY REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G CURB AND GUTTER cstr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW UNE n C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. © FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS �- © �'00 tt) 4 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. AND SEWER DETAILS. FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO �- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. ■� ■ ■ ■■�■ ■ ■ �■ ■ ■ TRACT BOUNDARY BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3• ASHE ROAD - PAVEMENT TO BE 0 45' TYPE "B" A C N in FURNISH & INSTALL STREET UGHT-9500 LUMEN PER - - - CENTERUNE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO C.O.B. STD. ST -14. n h M CMZ -- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ` EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS rr .) d' M 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. et M COORDINATE APPLICATION OF RELOCATION WITH PG&E. rMZ.j a- CID }- > LLA oQ O J 11 .- > �: W > W c; z tai W '- > W >i > LL'' W W Z W LL z Z h W -j Z W W M In N Li W) O= to C1 p _ CO LL + W 06 'd' 00 + ,d: M M ♦ + j 00 cn M + + N ct -j M + a s N c= 0- w o W EXISTING GROUND a N W W w w W Q N a c:0 u) w � z o W EXISTING GROUND y r cn c crn W m in a: N � 2:1 - -- -- - -- --- -- - -- -- - -- -- ---- - - - -- ---- -- -- L=31.2 L=31.2' - -- ---- -- ---- - - - -- - - -- -- - -- ---- -- -- - SLOPE S=-0.257* S=o.50% N S=-0.50% M N N S=-0,25 S=0.25% S=O.-257a S=0.257 cw M 4 Ut 4 M M PRO OSED SOJITH FLOW1JNE M 2.00' W W W W 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 TANGENT DELTA C1 20.06 (STA. 10+00.00 TO 21+85.06) 20.00' 90'00'00" C2 35.00' SCALE: 1" = 50' HORIZONTAL 14.29' 44'2455' C3 42.00' 1" = 5' VERTICAL EG N D:(QONT.):SCALE: LEGEND LEGEND (CON T. �): �B�,VIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1' SECTION LETTER FL FLOWUNE POVC POINT ON VERTICAL CURVE -�- - STOP 'R6-1" - ONE WAY "S5-2' , END SCHOOL ZONE _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE `R5-1* W31(CA) - END R5-1 - DO NOT ENTER - 2 ELEV ELEVATION EVC END VERTICAL CURVE 'R26(CA ' - NO PARKING W14-1" - DEAD END SHEET VHERE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R - RIGHT TURN ONLY „W14-? - NO OUTLET SECTIONSHOVAN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4-7" - KEEP RIGHT W1 -7W1 - DOUBLE ARROW 'R81(CA)" "-6' - SINGLE ARROW CURVE NUMBER FOR CURVE DESCRIP11ON BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - BIKE LANE V EC END CURVE TC TOP OF CURB 'W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW a ITEM OF WORK - SEE SCHEDULE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1l FLOWUNE STATION - SEE TABLE OF VERTICAL CURVE FC FINISH CONCRETE WQ +C P.O.C. POINT ON CURVE FC FINISHED CONCRETE 0 STORM DRAIN MANHOLE - NOTE: PA PROPERTY UNE R/W RIGHT-OF-WAY REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G CURB AND GUTTER cstr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW UNE n C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. © FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: © EXISTING SURVEY MONUMENT 4 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. AND SEWER DETAILS. FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO �- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. ■� ■ ■ ■■�■ ■ ■ �■ ■ ■ TRACT BOUNDARY BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3• ASHE ROAD - PAVEMENT TO BE 0 45' TYPE "B" A C -cam- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER - - - CENTERUNE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO C.O.B. STD. ST -14. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. -- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ` EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH PG&E. 1 1� • 1 IJ 20+00 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB 8c GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 INSTALS STREET SIGN PER C.O.B. STANDARD DETAIL T-1. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. O5 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. O6 CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. Q7 COS UCT 5.5' C MB N ION SIDEWALK ER C.0.6. STD ST -3. INSTALL TYPE III BA RICADE PER CALTRAN STAN DIIIIA''RDPLAN A73C Og WITH W-31(CA) _ SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CON TRUCTi N F DJ CENT P AS . OSEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS DETAIL ON SHEET 1. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKY0. 11 RELOCATE 12 PROTECT IN PLACE 21+00 22+00 D APPROVED BY-.-. 368 366 364 362 360 358 356 354 352 350 368 366 364 362 360 358 356 354 352 350 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.06 31.42' 20.00' 90'00'00" C2 35.00' 27.13' 14.29' 44'2455' C3 42.00' 197.06' 42.87' 268'4950" ►A� EASEMENTS: EA1: 15' WIDE PERMANENT FLOWAGE AND DRAINAGE EASEMENT TO C.O.B. PER DOCUMENT NO. 0216187757, DATED 12/30/16, O.R. EA2: 25' WIDE SEWER EASEMENT TO C.O.B. PER DOC. NO. 0217023169 DATED 02 21 171, O.R. NOTE CURB & GUTTER (EAST AND WEST SIDES) ALONG NAVAN PLACE SOUTH OF PHASE 1 BOUNDARY LINE TO THE BEGINNING OF THE CURB RETURN SHALL BE CONSTRUCTED WITH PHASE 1. CATCH BASIN NOS. 4 & 5 AND STORM DRAIN MANHOLE 2 (SEE PLAN ABOVE) ALONG NAVAN PLACE SOUTH OF PHASE 1 BOUNDARY LINE SHALL BE CONSTRUCTED WITH PHASE 1. ALL STORM DRAIN AND SEWER MANHOLES ALONG SUNCHASE DRIVE SHALL BE CONSTRUCTED WITH PHASE 1. STORM DRAIN NOS. 4 AND 6 SHALL BE STUB AND PLUG WITHIN THE RECORDED EASEMENT FOR PHASE 2 CONNECTION. CATCH BASIN NOS. 6, 99 10 AND 11 (SEE PLAN ABOVE) ALONG SUNCHASE DRIVE SHALL BE CONSTRUCTED WITH PHASE 2. REVISION �� APPROVED BY: ! I DANIEL PADILLA R.C.E. 67008 DATE 0 M rn IX O�� Z IL.. <J W U 0000 o r W CO 0 ( v N cr_ W Y m 0 Z w w z cD z r cn Q eZ J SCALE: 1 = 50' 50' 25' O' 50' 100' Know what's below. Q0111 before you dig. 1 1. 1-6663 Ph 1 & 2 CITY RECORDS NO: m3 N z �C N r CL uj U) o U �0 Z W 0 Z O n c co 'Q �o m Z = W0 0 T J (,) Z v ca WQ +C Uj LU 1I H co0 W n z 4 J N Q a Q Ujs oQ N z �C r CL uj �Z> U �0 .i W O n c co 'Q z m Z = W0 0 T m (,) Z v ca +C Uj LU 1I H co0 n 4 368 366 364 362 360 358 356 354 352 350 VESTING TENTATIVE TRACT 7263 f � � aE ori � �■� � � �s � �rl� s aF �E s a�■ii /7\- 11 CATCH BASIN NO. 7 STA. 15+68.99 C.L. 53.48 RT. NORMAL F.L. ELEV.=353.28' _DEPRESSED F.L. ELEV.=353.11' TA.16+16 61 FL- P.R.C. 12 STA. 15+62.65 C.L. 87.05 RT. _ STA. 16+51.01 F.L. 15+60.00 C.L. 100.40 RT. _ 16+64.71 F.L. ------------ 13 (STA. 10+00.00 TO 15+40.00) SCALE: 1' = 50' HORIZONTAL � 10+00 11+00 12+00 13+00 14+00 (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 15+00 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" N 84.00' 197.70' 202.06' 134-51'11" C4 35.00' 54.98' 35.00' 90000'00" - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS a FLOWUNE STATION - SEE TABLE ® STORM DRAIN MANHOLE - NOTE: REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 2002 REVISED DUAL REVISION APPROVED BY: STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT N PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. Z C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN cr W AND SEWER DETAILS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CD OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. MM MM Q 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. WE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO - - - CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. All EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS � ME PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CC 1- 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. ...1 0. �Q COORDINATE APPLICATION OF RELOCATION WITH PG&E. 0 1114 4 Q^ W 'Q z M ca 4 W ■■i��■■i�w�■■ice■��■��PonST tri N Q tM a a P. NEE ch 5 W sum h Q �- lmr, o �. MEER, -j (1 > > W -J W Mo.;. W IMINEENE 119 m 0 WWI Eli 0 O .1 Y Q --- J MC6 U:00 � Imm W m NEE d+' / toQ M t+D c6 r- E ISTING OUND ' Q EXIS NG GROU D r Cr. cn z � �,' W C3 w N Li cd � ccnn a L = 1.42' S=0.25% S=-0.25% S-I.V% S=-0.25% S=0.25X S=--O.25%z 2- ___ N ,> .� PR ST FLO NE S=0.25 to O jj M jj > 11, > W W W d G 4 .p 10+00 11+00 12+00 13+00 14+00 (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 15+00 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL LEGEND' SCALE: 1" = 5' VERTICAL ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR 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 POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. (o 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. �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. _<D_ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 14+00 ��/� 15+00 368 366 364 362 360 358 356 354 352 350 SUNCHASE DRIVE 0 SEE SHEET -5- 5R 0 63 I 1` 1 u SE+rOTTE "C(;"IOt I 20'1 i Ila 0'1 30' 1 O O J :d- M -i u v p LL I O pp tt�� O O Q I, 1 1 N ODM O O Q C5 i -i ,� CO 1M 11 N N 6 2 >z 1 p V� NM > -_ -1.-i z !A i I i c o 1 O O �j C 3 11 Uj U �i --- V ti 1 3 =� - Q 8 $ -i '3 ¢ 1 ztow J 50 000 001 11 1 ♦ ♦ zn U_ Z Q MM W Fpet I nl� 00 �d^'ti �MM NN �OC-4 ( i t � 1 �Qsa m.0_j N to ♦ ♦ �.-r- Z II wtncn � a 34 00 I (4 x I i <Enz o aNN aocncn I ° I EA1 r R 61 t DMH 31 I a I IDRAI_ `j SMH 3 L�--- ----- ---____Qrl r2 TULIA LANE SEE SHEET 3- 3R 0 I 2 2 ' 18 (1)4-+11 N ' �^ M J a 0 cx _j J o M o 13 13 C31s. C4 ��,,,.� N A > �p I dcsGq CU U: J rte- ZNW tai: 0000 O0D zVU + �M �nj-i lz 0 C o i �d♦'Q (� �j�j Pqrn 20' 20' I 0!F9 ncn 23 I �•-� WW 1 �J �.-r- 30' 30' i +� k� �cn o m co z R/W 0 cn co 4 0 1 �' 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' 197.70' 202.06' 134-51'11" C4 35.00' 54.98' 35.00' 90000'00" - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS a FLOWUNE STATION - SEE TABLE ® STORM DRAIN MANHOLE - NOTE: REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 2002 REVISED DUAL REVISION APPROVED BY: STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. Z C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN cr W AND SEWER DETAILS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CD OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. MM MM PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. WE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO - - - CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. All EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS � ME PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CC 1- 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. ...1 0. �Q COORDINATE APPLICATION OF RELOCATION WITH PG&E. 0 Q^ W 'Q z M ca 4 W ■■i��■■i�w�■■ice■��■��PonST Q a a NEE ch 5 W sum h Q �- lmr, o �. MEER, plilpt-21 Mo.;. O IMINEENE 119 m WWI Eli .1 --- J Imm NEE :0.25% W4 FLOW NEW 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL LEGEND' SCALE: 1" = 5' VERTICAL ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR 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 POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. (o 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. �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. _<D_ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 14+00 ��/� 15+00 368 366 364 362 360 358 356 354 352 350 SUNCHASE DRIVE 0 SEE SHEET -5- 5R 0 63 I 1` 1 u SE+rOTTE "C(;"IOt I 20'1 i Ila 0'1 30' 1 O O J :d- M -i u v p LL I O pp tt�� O O Q I, 1 1 N ODM O O Q C5 i -i ,� CO 1M 11 N N 6 2 >z 1 p V� NM > -_ -1.-i z !A i I i c o 1 O O �j C 3 11 Uj U �i --- V ti 1 3 =� - Q 8 $ -i '3 ¢ 1 ztow J 50 000 001 11 1 ♦ ♦ zn U_ Z Q MM W Fpet I nl� 00 �d^'ti �MM NN �OC-4 ( i t � 1 �Qsa m.0_j N to ♦ ♦ �.-r- Z II wtncn � a 34 00 I (4 x I i <Enz o aNN aocncn I ° I EA1 r R 61 t DMH 31 I a I IDRAI_ `j SMH 3 L�--- ----- ---____Qrl r2 TULIA LANE SEE SHEET 3- 3R 0 I 2 2 ' 18 (1)4-+11 N ' �^ M J a 0 cx _j J o M o 13 13 C31s. C4 ��,,,.� N A > �p I dcsGq CU U: J rte- ZNW tai: 0000 O0D zVU + �M �nj-i lz 0 C o i �d♦'Q (� �j�j Pqrn 20' 20' I 0!F9 ncn 23 I �•-� WW 1 �J �.-r- 30' 30' i +� k� �cn o m co z R/W 0 cn co 4 0 1 �' 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' 197.70' 202.06' 134-51'11" C4 35.00' 54.98' 35.00' 90000'00" 16+00 A 368 EASEMENTS: EA1: 15' WIDE PERMANENT FLOWAGE 366 AND DRAINAGE EASEMENT TO C.O.B. PER DOCUMENT NO. 0216187757, DATED 12/30/16, O.R. 364 EA2: 25' WIDE SEWER EASEMENT TO C.O.B. PER DOC. NO. 0217023169 362 NO DATED 02/21/17, O.R. E: 360 CC: CURB & GUTTER (EAST AND WEST SIDES) ALONG NAVAN PLACE SOUTH OF PHASE 1 BOUNDARY LINE TO THE 358 BEGINNING OF THE CURB RETURN SHALL BE CONSTRUCTED WITH PHASE 1. 356 CATCH BASIN NOS. 4 & 5 AND STORM DRAIN M.H. 2 (SEE PLAN ABOVE) ALONG NAVAN PLACE SOUTH OF PHASE 1 BOUNDARY LINE SHALL BE CONSTRUCTED WITH PHASE 1. 354 STORM DRAIN M.H. NO. 3 AND SEWER M.H. N0. 3 (SEE 352 PLAN ABOVE) SHALL BE CONSTRUCTED WITH PHASE 1. STORM DRAIN M.H. NO. 3 SHALL BE STUB AND PLUG WITHIN THE RECORDED EASEMENT FOR PHASE 2 CONNECTION. 350 CATCH BASIN NO. 6 (SEE PLAN ABOVE) ALONG SUNCHASE DRIVE SHALL BE CONSTRUCTED WITH PHASE 2. LEGEND (CONT.: LEGEND (CONT.)_ R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" SECTION LETTER �-- -STOP "R6-1' - ONE WAY -2" * END SCHOOL ZONE - SECTION DESIGNATION (STA. 10+00.00 " W31(CA) -END DO NOT ENTER 2 V) "R5-1 „ "W14-1" -DEAD END R26(CA) NO PARKING "W14-2" SHEET yE CONSTRUCTION NOTES: "R3 -5R" - RIGHT TURN ONLY - NO OUTLET SECION IS SHOWN 5' VERTICAL "R4 - WN1-7 - DOUBLE ARROW *R4 -7* -KEEP RIGHT " " -SINGLE ARROW "R81(CA)" W1-6 O CURVE NUMBER FOR CURVE DESCRIPTION CURB & GUTTER PER - BIKE LANE tll� 20 "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS a FLOWUNE STATION - SEE TABLE ® STORM DRAIN MANHOLE - NOTE: REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 2002 REVISED DUAL REVISION APPROVED BY: STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. Z C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN cr W AND SEWER DETAILS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CD OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. MM MM PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. WE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO - - - CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. All EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS � ME PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CC 1- 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. ...1 0. �Q COORDINATE APPLICATION OF RELOCATION WITH PG&E. J0O� 366, 364 362 360 358 356 354 352 350 NAVAN-'PLACE 00 (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL �`(IA�S'CR11C:L no►e•�r+utse u. neL �_ n+ «•r -cam 10+00 ZTRu T mr„•,�•rD 8 3 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 15+00 10+00 m 12+00 MENNEN '�--� V (STA. 10+00.00 TO 15+40.00) MENEM V) SCALE: 1" = 50' HORIZONTAL CONSTRUCTION NOTES: J SCALE: 1" = 5' VERTICAL 31 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 tll� 20 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O ry PER C.O.B. STANDARD ■■i�� O CONSTRUCT HANDICAP u��■■i�■■��■■tom■��i� 2002 REVISED DUAL REVISION APPROVED BY: �ZZ O Z _ 0 IL cr W O o '1� co co a:z CD NFAA EEM.EE -� WE �Z ~ V W � ME 0 CC 1- ...1 0. �Q 0 Q^ W 'Q z M ca 4 W ■■i��■■i�w�■■ice■��■��PonST Q a a ch 5 W h Q �- o �. i � rig iffaim��■i■amumEhh O WWI Eli .1 --- J W4 FLOW 10+00 ZTRu T mr„•,�•rD 8 3 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 15+00 14+,00-0/ 15+00 4---t 7-0 UNIT STANDARD PLAN R.S.P. A88A-CASE A. ROGER A. McINTOSH R.C.E. 33322 DATE Q CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. O CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. REVISION q-11,17 APPROVED BY :,)j 1 37 CONSTRUCT 5.5' COMBINA ION SIDEWALK PER C.O.B. STD. ST -3. DANIEL PADILLA R.C.E. 67008 DATE INSTALL TYPE III BARRICADE PE CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CON TRUCTI N F DJ CENT P AS . OSEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS DETAIL ON SHEET 1. 1 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. SCALE: 1 " = 50' 11 RELOCATE 50' 25' o' 50' 100' 12 PROTECT IN PLACE 368 366 364 362 360 358 356 354 352 350 368 366 364 362 360 358 356 354 352 350 _rn _ 0 IM �CD O Z oro U Ir d - z 0 I Q .1 W V OMO o W to 0(co v N W w Y m Know what's below. Call before you dig. 1.1-6663 Ph 1 & 2 CITY RECORDS NO: m 10+00 m 12+00 MENNEN '�--� V (STA. 10+00.00 TO 15+40.00) MENEM V) SCALE: 1" = 50' HORIZONTAL CONSTRUCTION NOTES: J SCALE: 1" = 5' VERTICAL 31 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 tll� 20 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O INSTALL STREET SIGN PER C.O.B. STANDARD ■■i�� O CONSTRUCT HANDICAP u��■■i�■■��■■tom■��i� 2002 REVISED DUAL REVISION APPROVED BY: �ZZ O Z _ 0 IL cr W O o '1� co co a:z CD Z > -� �Z ~ V W � 0 CC 1- ...1 0. �Q 0 Q^ W 'Q z M ca 4 W Q a a ch 5 W h Q �- o �. i � rig iffaim��■i■amumEhh O WWI Eli .1 --- J W4 14+,00-0/ 15+00 4---t 7-0 UNIT STANDARD PLAN R.S.P. A88A-CASE A. ROGER A. McINTOSH R.C.E. 33322 DATE Q CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. O CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. REVISION q-11,17 APPROVED BY :,)j 1 37 CONSTRUCT 5.5' COMBINA ION SIDEWALK PER C.O.B. STD. ST -3. DANIEL PADILLA R.C.E. 67008 DATE INSTALL TYPE III BARRICADE PE CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CON TRUCTI N F DJ CENT P AS . OSEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS DETAIL ON SHEET 1. 1 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. SCALE: 1 " = 50' 11 RELOCATE 50' 25' o' 50' 100' 12 PROTECT IN PLACE 368 366 364 362 360 358 356 354 352 350 368 366 364 362 360 358 356 354 352 350 _rn _ 0 IM �CD O Z oro U Ir d - z 0 I Q .1 W V OMO o W to 0(co v N W w Y m Know what's below. Call before you dig. 1.1-6663 Ph 1 & 2 CITY RECORDS NO: m 10+00 11+00 12+00 13+00 '�--� V (STA. 10+00.00 TO 15+40.00) V) SCALE: 1" = 50' HORIZONTAL CONSTRUCTION NOTES: J SCALE: 1" = 5' VERTICAL 31 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 tll� 20 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL REVISION APPROVED BY: 14+,00-0/ 15+00 4---t 7-0 UNIT STANDARD PLAN R.S.P. A88A-CASE A. ROGER A. McINTOSH R.C.E. 33322 DATE Q CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. O CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. REVISION q-11,17 APPROVED BY :,)j 1 37 CONSTRUCT 5.5' COMBINA ION SIDEWALK PER C.O.B. STD. ST -3. DANIEL PADILLA R.C.E. 67008 DATE INSTALL TYPE III BARRICADE PE CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CON TRUCTI N F DJ CENT P AS . OSEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS DETAIL ON SHEET 1. 1 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. SCALE: 1 " = 50' 11 RELOCATE 50' 25' o' 50' 100' 12 PROTECT IN PLACE 368 366 364 362 360 358 356 354 352 350 368 366 364 362 360 358 356 354 352 350 _rn _ 0 IM �CD O Z oro U Ir d - z 0 I Q .1 W V OMO o W to 0(co v N W w Y m Know what's below. Call before you dig. 1.1-6663 Ph 1 & 2 CITY RECORDS NO: m J W V V) J CL En tll� Z "tea w z O .- OL < �ZZ O Z _ 0 IL cr W O o '1� co co a:z CD Z > -� �Z ~ V W � 0 CC 1- ...1 0. �Q 0 Q^ W 'Q z M ca 4 W Q a a ch 5 W h Q �- o �. O W V Q J CL tll� Z "tea w mj > .- OL < �ZZ U W 0 _ 0 IL cr W O o '1� co co a:z CD Z 40 �Z ~ V W � 0 CC 1- ...1 0. 0 Q^ Z9 'Q ca 4 VARIES ' ADJUST EXISTING MONUMENT Q 'y BEGIN CURB & GUTTER R� _ COVER TO FINISHED GRADE EXISTING R/W STA. 21+64.27 C.L. 59.00 LT. _ Q _0H- r-- DAYLIGHT 34 EXI INSTALL CONDUIT- SUNCHASE DRIVE 1 - BANGOR PLACE 0 SEE SHEET -& 5R SEE SHEET ,4 4R 3z 30'0 30' - Id I E 2 0 5 3 Cly 31 wo 26 3 wt p N Qw Q�N m 0�0 cl. 0o -------- -`. ._ -. cn �00 I II II 5 4 II I. 3 0 201-i 2t, �, 2 7 4 „ 30 30 F-: I W C3. � J J J J O O -1 pp O N O M O O d O O 00 O ' aj a _ to W + + --i -� -j _�u LL: -J J .-.�� A) �;� N N U I1 i3 l,. v u- (j Li M U U oo .-- U lr. cS It 00 CO.- tmo0 dna pUOR q- to �O ODM m ca o In tri cd In o SMH2 wtiti hoLq '" 55 ++ o'6 c}; ;_ ¢`o�U_ ++ i ++ n Bch° ++ ++ 14t 14, mid' aWon NN ( NN 28 5 ��^ NN C3NN C3NN cWnNN �iJ�N> c: p= ZNN �v¢¢ >:¢¢ -'I¢-I¢- '�¢¢ wzl,-L4 Ur¢ -I¢- vet¢- c�Q¢ > f- H - (-- t- I, j V) t/! S f- t-- U V) W m W v) LiJ V) V) W F-- F - i aacncn acncn acncn 2 9 ! m�ln 3 R/W-�,_ / R/W 4 -- h -n14- - TULIA LANE 0 SEE SHEET -3- 3R 1 20' 20' 1 30' 30' ' o -- -- I ' 8 W dN- I00 N I W t �► II „ �� J 7 �J J J W 00 5 d0 04 ' + s �� W W � J J 14cq , 0Lc. .._QUti >-�j14 OmdI, 11�� o'er - r -- 0 M O LOOm0 YMco p00d�- ;j, u' �c4Dco Ix_' Z 00`00 mr-oMOm Q00 000 °0("m �rnrn =Xrnrn CCN �NN F.NN UW6 < NN U OZ<t¢ zt¢--f¢- LY.tQ-t¢- ¢t¢ -i¢- W�NN W In to C7 N N IY In to TO BE UNDERGROUND iT_-_-_ -- 32 FOR IRRIGATION 1 ice. 1 4 o �'r f� \� 28 30 LINE 1 33 BY OT�IERS �TYP�__-- `'4 ° _ 2 N FOR IRRIGATION 00 N N 18 SA CUT i 20 --tt�--------- 22 ---------- THREE SLEEVES------`-�-- ------___--------____-_ THREE SLEEVES 2 y% %0 � cn 24 26 _2_7 _--_-_-__29-_ ______ 31 _ �_�_-___ - -- - �t, cv �- Lo c�, _ 1 ST. POWER POLE21 - SIZE FOR EACH , o d _ L 1 g TO BE UNDERGROUND N 23 �`4 \` ___--_ _ 35 N ,`o i 5 N ; I 5 I 5 I t------ ^ ---- - - ----12 ---� �=1 BY OTHERS {TYP.) ■ f 25 00 ' PROPOSED E.P. 20+00 21+00 2+0 3+ 14 6 .-- -- I�`- ■ --=L �-■-�� ■ '_-I-■-■-- 8+00 29+00 N00'24'49"E 1573.57'■ NOO'24'49"E 409.02' -' 15 •ss EXIST. 3(� � R�0 � 10 t - 3 -------- -- 5 --- i 11 i XIST. 3O" E R " 2 .4 5 t �� 12 S 12 XIST. 0 SEWER S S ry SAWCUT 5 SMH1 $ m 00 L91-' U 00 00 00 1 11�, < 13 � TRACT BOUNDARY 12 I-''- 00 10 STA. 29+82.59 C.L. I _ - •_ - ._ ._ - - - 6 ---- -- 7 o o , 1 I > ct: EASEMENTS• A ~ NOTE f1 r� cj ci m �� r O rn tnW w ^ _i 00 ~ jU a �OU(j >m N mm m Q �� W •- , 2(n �m_i C� V 00 , Ucp W DU�t t- O� O N¢ d0 I 0 ,, EA1: 15 WIDE PERMANENT FLOWAGE m Z M SEWER M.H. NOS. 1 �, o ¢ Z W U N ¢ m U _ �M Hoo o �- m � AND DRAINAGE EASEMENT TO m =:) U') ' AND 2 (SEE PLAN o°c� - W t cn d- o'Y' z N_ -j --j �z a: to ztn" to arc,` x+,l �-Uj Uj+� ¢ .c5 0C3 U� m< FU-• c' Lei C.O.B. PER DOCUMENT NO. o �,� o "¢ M ABOVE) SHALL BE a o "' Imo- N W d- I� In V') x o '' m z o 0 i, h N W ¢tn Orn -c> Q o 0216187757, DATED 12/30/16, O.R. I- +tom W + CONSTRUCTED WITH �- M o ¢ w Z > �' Z > U g "' in I=- `� c j 0O I (V Z o " co ^ I_ co <C + > n1 O U t. t- t� O Je--M XM•-- M N ZI- J a W ZU' ¢W X �~-' + EA2: 25'-35' WIDE SEWER EASEMENT TO a `�z 0-.'> `'' z `�.' > PHASE 1. ¢ 4>:' ``' "' ``' m i w o W N w i � + M CO + + o <% I� 5z r, j U¢t% W LLJ W mcn W WW > fw- N> ZNN gWN I cn Z C.O.B. PER DOCUMENT N0. 0217023169 Q z ¢ W ASHE ROAD n W WF¢-- J -I¢ta zp1Q-- W . I C " v mom w DATED 02/21/17, O.R. 10 w� U� �,, ufv, w�cnW (� I m � I � Z ` Q 1 (STA. 19+00.00 TO 29+82.59) '� Q j SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 30.00' 47.45' 30.33' 90'3729" C3 30.00' 46.80' 29.67' 897231" SAWCUT TABLE TAG STATION OFFSET ELEV. Q1 17+97.04 7.19 RT. 355.09 2� 17+97.04 8.19 RT. 355.09 30 18+54.62 8.18 RT. 355.19 ® 18+54.62 19.07 RT. 354.97 5L� 21+91.84 19.08 RT. 356.21 © 21+91.88 44.36 RT. 355.69 7� 22+45.91 44.28 RT. 355.89 ® 22+45.87 19.08 RT. 356.44 90 23+24.37 19.09 RT. 356.69 10 23+24.37 7.09 RT, 356.98 11 24+49.85 7.09 RT. 356.92 12 24+49.85 19.09 RT. 356.60 13 25+22.36 19.09 RT. 356.55 14 25+22.36 5.85 RT. 356.84 15 26+33.95 5.85 RT. 356.81 16 26+33.52 21.00 LT. 356.38 17 27+86.15 21.00 LT. 356.42 18 27+86.15 30.00 LT. 356.24 19 28+64.59 30.00 LT. 356.46 2�0 28+64.59 42.00 LT. 356.18 21 29+83.34 42.76 RT. 356.60 ©2 29+83.11 47.43 RT. 356.49 M h VERT. RVEco ^ '� a I� Y co Z 00 00 co L0 WN w w o: M M a �`� to LO Co W W W CJ J W > M W J W LO M CO Iq O W CO tf) >" W > W " M L6. - •- c� C I rj m ][ CO m M + Ln If) + O W Q d' D: a to tf) J N N a h W + m -}. co 00 JJ ~ C14 W N NN W > N Z a .3 C 9 Wm + <M •ROPOSE CENTERL NE N N U N N AT ST FLO NE z F m co �>•, E STING GR UND AT ST FLOWLINE m c; W N " N If � S=0.21% EXISTING GROUND A CENTERLI E _ _ 1 W t- __.._ W m y a 01' S-_0.25% L = .80' L = 47.45' - - - - - S 0. % _ =0.60% - - - - - ---- ---- -- -- ---- --- =0.20%-::--- PROPOSED 20% 21 5--0.21% S - - - _- _ _ -- --- - - - a ____ S=0.36% - - - - - -5--1.22% S=p.50q S - PROPOS D WEST OWLINE `�'•I In a, " M P OPOSED ST FLO NE ATS CUT LIN a i) M M L>,� > >LLJ 8 > W J W W J W 4 4 W 41 4 18+50 19+00 TAPER DATA N0. 1 CL STATION OFFSET FROM CL STA. 22+24.50 59.00 LT. STA. 22+29.50 58.92 LT. STA. 22+34.50 58.69 LT. STA. 22+39.50 58.31 LT. STA. 22+44.50 57.78 LT. STA. 22+49.50 57.09 LT. STA. 22+54.50 56.25 LT. STA. 22+59.50 55.33 LT. STA. 22+64.50 54.42 LT. STA. 22+69.50 53.50 LT. STA. 22+74.50 52.58 LT. STA. 22+79.50 51.67 LT. STA. 22+84.50 50.75 LT. STA. 22+89.50 49.91 LT. STA. 22+94.50 49.22 LT. STA. 22+99.50 48.69 LT. STA. 23+04.50 48.31 LT. STA. 23+09.50 48.08 LT. STA. 23+14.50 48.00 LT. TAPER DATA NO.<2> q STATION OFFSET FROM CL STA. 27+74.59 59.00 LT. STA. 27+79.59 58.92 LT. STA. 27+84.59 58.69 LT. STA. 27+89.59 58.31 LT. STA. 27+94.59 57.78 LT. STA. 27+99.59 57.09 LT. STA. 28+04.59 56.25 LT. STA. 28+09.59 55.33 LT. STA. 28+14.59 54.42 LT. STA. 28+19.59 53.50 LT. STA. 28+24.59 52.58 LT. STA. 28+29.59 51.67 LT. STA. 28+34.59 50.75 LT. STA. 28+39.59 49.91 LT. STA. 28+44.59 49.22 LT. STA. 28+49.59 48.69 LT. STA. 28+54.59 48.31 LT. STA. 28+59.59 48.08 LT. STA. 28+64.59 48.00 LT. TAPER DATA NO. 3 q STATION OFFSET FROM STA. 23+04.88 7.00 RT. STA. 23+09.88 7.71 RT. STA. 23+14.88 6.38 RT. STA. 23+19.88 5.95 RT. STA. 23+24.88 5.40 RT. STA. 23+29.88 4.73 RT. STA. 23+34.88 3.96 RT. STA. 23+39.88 3.07 RT. STA. 23+44.88 2.07 RT. STA. 23+49.88 0.96 RT. STA. 23+54.88 0.15 LT. STA. 23+59.88 1.15 LT. STA. 23+64.88 2.03 LT. STA. 23+69.88 2.81 LT. STA. 23+74.88 3.47 LT. STA. 23+79.88 4.02 LT. STA. 23+84.88 4.45 LT. STA. 23+89.88 4.78 LT. STA. 23+94.88 5.00 LT. 368 366 364 362 360 358 356 354 352 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 (STA. 21+64.44 TO 29+82.59) SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 31+00 SCALE: 1" = 5' VERTICAL o 0 o 00 O N Nd W1 W d N M � ^ t� t7 V LO > M Im7 M M M M M M M J ¢ 0 > > > > > > > W W W1 J �I W W JI W W W W W U W _I U J W a' :2 W W W Lt.! W W Z W Z 0 C7 W _ cc;¢_ Z Q tOR 0 d Z N a Y 0000 Y p j cp `-L Q tf) co DD p �' vi csi N M ¢ ¢ W cm Alf -i 1.1 1co O- W lam: tt� t[) m M Z O rx N O W mh mCAD 0+0 rn d V_ a%- �- WM dM N N =N LJ N W N N N0 N N MEDIA 4 OVER U = W `�' ¢ ¢ CEN RUNE t- t- t- ¢ t- ¢ t- cn U)cn ca to o cn v, wc� v' LL v) v' MEDIAN OVER CENTERLINE '- V) L`- N I I PROPOSED C NTERLINE PROFILE laof I'll PROPOS D CENTERLINE PRO LE S -0.07% S=0.41--- - EXISTIN MEDIAN OVER CENTERLINE EXI TING C TERLINE (STING G1 ZOUND E.P. TABLE TAG STATION OFFSET ELEV. 2�3 17+97.04 7.19 355.09' ® 17+97.10 1.94 355.20' ©5 18+50.84 2.05 355.30' 26 18+50.83 6.44 355.21' 27 19+00.83 6.55 355.34' ® 19+00.82 10.94 355.25' ® 19+50.82 11.04 355.43' ® 19+50.81 15.44 355.35' 31 20+00.81 15.54 355.53' 32 20+00.80 19.67 355.45' .33 20+47.80 19.77 355.62' ® 20+47.79 24.77 355.52' 35 21+63.79 25.00 356.04' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 (STA. 21+64.44 TO 29+82.59) LEGEND: LEGEND (CONT.): LEGEND (CONT._ SCALE: 1" „ 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1 = 5 VERTICAL ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER » -'- "R1-1" - STOP " " 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2 n END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" W31(CA) - END ELEV ELEVATION EVC END VERTICAL CURVE "R26( " DO NOT ENTER "W14-1" - DEAD END 2 ' "R3 -5R" NO PARKING _ „ _ SHEET WHERE � CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R - RIGHT TURN ONLY "W14 2 NO OUTLET SEC11ON IS SHOWN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "W1-7" - DOUBLE ARROW O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE W1-6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN -REFERO UNIT STANDARD PLAN R.S.P. A88A-CASE A. OF VERTICAL CURVE FC FINISH CONCRETE R RAN TO SEWER &STORM DRAIN PLANSFil FLOWLINE STATION -SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - NOTE: ® CONSTRUCT TYPE „M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PA PROPERTY LINE R/W RIGHT-OF-WAYREFER TO SEWER &STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1 O CO S RUCT 5.5' COMBINATION SIDEWALK PER C.O. . STD. ST -3. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q S; INSTALL YPE III BARRICADE PER CALTRANS STANDARD PLAN A73C @ EXISTING SURVEY MONUMENT 8 WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR -- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH ©SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCT( N F DJ CENT PHASE. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ r■•■• ■ ■ �• TRACT BOUNDARY FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /� SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS �- �/ STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q C.O.B. STD. ST -14. " " STANDARD SPECIFICATION PTH-02ALKYD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FROM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ALL POWER POLES TO BE RELOCATED UNDERGROUND. 11 RELOCATE . PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) COORDINATE APPLICAT10N OF,RELOCATION WITH PG&E. 12 PROTECT IN PLACE STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 m T.J J v) 00 0 U N U U O rn 6(6 +� C%4 CID Q� N ■ Um v� SEE SHEET -- 5 Aft _ CROOM LANE r (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL M L0 r w w LLJ a �= o O O d - N EXISTING GROUND � w - - 0.42 S=-0.25% S--0.50% PROPOSED WES1 FLOWLIN LO • �N• M M J __j Wd W 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a TULIA LANE 0 SEE SHEET -3- 3R 1 20' 20' 1 30' 30' ' o -- -- I ' 8 W dN- I00 N I W t �► II „ �� J 7 �J J J W 00 5 d0 04 ' + s �� W W � J J 14cq , 0Lc. .._QUti >-�j14 OmdI, 11�� o'er - r -- 0 M O LOOm0 YMco p00d�- ;j, u' �c4Dco Ix_' Z 00`00 mr-oMOm Q00 000 °0("m �rnrn =Xrnrn CCN �NN F.NN UW6 < NN U OZ<t¢ zt¢--f¢- LY.tQ-t¢- ¢t¢ -i¢- W�NN W In to C7 N N IY In to TO BE UNDERGROUND iT_-_-_ -- 32 FOR IRRIGATION 1 ice. 1 4 o �'r f� \� 28 30 LINE 1 33 BY OT�IERS �TYP�__-- `'4 ° _ 2 N FOR IRRIGATION 00 N N 18 SA CUT i 20 --tt�--------- 22 ---------- THREE SLEEVES------`-�-- ------___--------____-_ THREE SLEEVES 2 y% %0 � cn 24 26 _2_7 _--_-_-__29-_ ______ 31 _ �_�_-___ - -- - �t, cv �- Lo c�, _ 1 ST. POWER POLE21 - SIZE FOR EACH , o d _ L 1 g TO BE UNDERGROUND N 23 �`4 \` ___--_ _ 35 N ,`o i 5 N ; I 5 I 5 I t------ ^ ---- - - ----12 ---� �=1 BY OTHERS {TYP.) ■ f 25 00 ' PROPOSED E.P. 20+00 21+00 2+0 3+ 14 6 .-- -- I�`- ■ --=L �-■-�� ■ '_-I-■-■-- 8+00 29+00 N00'24'49"E 1573.57'■ NOO'24'49"E 409.02' -' 15 •ss EXIST. 3(� � R�0 � 10 t - 3 -------- -- 5 --- i 11 i XIST. 3O" E R " 2 .4 5 t �� 12 S 12 XIST. 0 SEWER S S ry SAWCUT 5 SMH1 $ m 00 L91-' U 00 00 00 1 11�, < 13 � TRACT BOUNDARY 12 I-''- 00 10 STA. 29+82.59 C.L. I _ - •_ - ._ ._ - - - 6 ---- -- 7 o o , 1 I > ct: EASEMENTS• A ~ NOTE f1 r� cj ci m �� r O rn tnW w ^ _i 00 ~ jU a �OU(j >m N mm m Q �� W •- , 2(n �m_i C� V 00 , Ucp W DU�t t- O� O N¢ d0 I 0 ,, EA1: 15 WIDE PERMANENT FLOWAGE m Z M SEWER M.H. NOS. 1 �, o ¢ Z W U N ¢ m U _ �M Hoo o �- m � AND DRAINAGE EASEMENT TO m =:) U') ' AND 2 (SEE PLAN o°c� - W t cn d- o'Y' z N_ -j --j �z a: to ztn" to arc,` x+,l �-Uj Uj+� ¢ .c5 0C3 U� m< FU-• c' Lei C.O.B. PER DOCUMENT NO. o �,� o "¢ M ABOVE) SHALL BE a o "' Imo- N W d- I� In V') x o '' m z o 0 i, h N W ¢tn Orn -c> Q o 0216187757, DATED 12/30/16, O.R. I- +tom W + CONSTRUCTED WITH �- M o ¢ w Z > �' Z > U g "' in I=- `� c j 0O I (V Z o " co ^ I_ co <C + > n1 O U t. t- t� O Je--M XM•-- M N ZI- J a W ZU' ¢W X �~-' + EA2: 25'-35' WIDE SEWER EASEMENT TO a `�z 0-.'> `'' z `�.' > PHASE 1. ¢ 4>:' ``' "' ``' m i w o W N w i � + M CO + + o <% I� 5z r, j U¢t% W LLJ W mcn W WW > fw- N> ZNN gWN I cn Z C.O.B. PER DOCUMENT N0. 0217023169 Q z ¢ W ASHE ROAD n W WF¢-- J -I¢ta zp1Q-- W . I C " v mom w DATED 02/21/17, O.R. 10 w� U� �,, ufv, w�cnW (� I m � I � Z ` Q 1 (STA. 19+00.00 TO 29+82.59) '� Q j SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 30.00' 47.45' 30.33' 90'3729" C3 30.00' 46.80' 29.67' 897231" SAWCUT TABLE TAG STATION OFFSET ELEV. Q1 17+97.04 7.19 RT. 355.09 2� 17+97.04 8.19 RT. 355.09 30 18+54.62 8.18 RT. 355.19 ® 18+54.62 19.07 RT. 354.97 5L� 21+91.84 19.08 RT. 356.21 © 21+91.88 44.36 RT. 355.69 7� 22+45.91 44.28 RT. 355.89 ® 22+45.87 19.08 RT. 356.44 90 23+24.37 19.09 RT. 356.69 10 23+24.37 7.09 RT, 356.98 11 24+49.85 7.09 RT. 356.92 12 24+49.85 19.09 RT. 356.60 13 25+22.36 19.09 RT. 356.55 14 25+22.36 5.85 RT. 356.84 15 26+33.95 5.85 RT. 356.81 16 26+33.52 21.00 LT. 356.38 17 27+86.15 21.00 LT. 356.42 18 27+86.15 30.00 LT. 356.24 19 28+64.59 30.00 LT. 356.46 2�0 28+64.59 42.00 LT. 356.18 21 29+83.34 42.76 RT. 356.60 ©2 29+83.11 47.43 RT. 356.49 M h VERT. RVEco ^ '� a I� Y co Z 00 00 co L0 WN w w o: M M a �`� to LO Co W W W CJ J W > M W J W LO M CO Iq O W CO tf) >" W > W " M L6. - •- c� C I rj m ][ CO m M + Ln If) + O W Q d' D: a to tf) J N N a h W + m -}. co 00 JJ ~ C14 W N NN W > N Z a .3 C 9 Wm + <M •ROPOSE CENTERL NE N N U N N AT ST FLO NE z F m co �>•, E STING GR UND AT ST FLOWLINE m c; W N " N If � S=0.21% EXISTING GROUND A CENTERLI E _ _ 1 W t- __.._ W m y a 01' S-_0.25% L = .80' L = 47.45' - - - - - S 0. % _ =0.60% - - - - - ---- ---- -- -- ---- --- =0.20%-::--- PROPOSED 20% 21 5--0.21% S - - - _- _ _ -- --- - - - a ____ S=0.36% - - - - - -5--1.22% S=p.50q S - PROPOS D WEST OWLINE `�'•I In a, " M P OPOSED ST FLO NE ATS CUT LIN a i) M M L>,� > >LLJ 8 > W J W W J W 4 4 W 41 4 18+50 19+00 TAPER DATA N0. 1 CL STATION OFFSET FROM CL STA. 22+24.50 59.00 LT. STA. 22+29.50 58.92 LT. STA. 22+34.50 58.69 LT. STA. 22+39.50 58.31 LT. STA. 22+44.50 57.78 LT. STA. 22+49.50 57.09 LT. STA. 22+54.50 56.25 LT. STA. 22+59.50 55.33 LT. STA. 22+64.50 54.42 LT. STA. 22+69.50 53.50 LT. STA. 22+74.50 52.58 LT. STA. 22+79.50 51.67 LT. STA. 22+84.50 50.75 LT. STA. 22+89.50 49.91 LT. STA. 22+94.50 49.22 LT. STA. 22+99.50 48.69 LT. STA. 23+04.50 48.31 LT. STA. 23+09.50 48.08 LT. STA. 23+14.50 48.00 LT. TAPER DATA NO.<2> q STATION OFFSET FROM CL STA. 27+74.59 59.00 LT. STA. 27+79.59 58.92 LT. STA. 27+84.59 58.69 LT. STA. 27+89.59 58.31 LT. STA. 27+94.59 57.78 LT. STA. 27+99.59 57.09 LT. STA. 28+04.59 56.25 LT. STA. 28+09.59 55.33 LT. STA. 28+14.59 54.42 LT. STA. 28+19.59 53.50 LT. STA. 28+24.59 52.58 LT. STA. 28+29.59 51.67 LT. STA. 28+34.59 50.75 LT. STA. 28+39.59 49.91 LT. STA. 28+44.59 49.22 LT. STA. 28+49.59 48.69 LT. STA. 28+54.59 48.31 LT. STA. 28+59.59 48.08 LT. STA. 28+64.59 48.00 LT. TAPER DATA NO. 3 q STATION OFFSET FROM STA. 23+04.88 7.00 RT. STA. 23+09.88 7.71 RT. STA. 23+14.88 6.38 RT. STA. 23+19.88 5.95 RT. STA. 23+24.88 5.40 RT. STA. 23+29.88 4.73 RT. STA. 23+34.88 3.96 RT. STA. 23+39.88 3.07 RT. STA. 23+44.88 2.07 RT. STA. 23+49.88 0.96 RT. STA. 23+54.88 0.15 LT. STA. 23+59.88 1.15 LT. STA. 23+64.88 2.03 LT. STA. 23+69.88 2.81 LT. STA. 23+74.88 3.47 LT. STA. 23+79.88 4.02 LT. STA. 23+84.88 4.45 LT. STA. 23+89.88 4.78 LT. STA. 23+94.88 5.00 LT. 368 366 364 362 360 358 356 354 352 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 (STA. 21+64.44 TO 29+82.59) SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 31+00 SCALE: 1" = 5' VERTICAL o 0 o 00 O N Nd W1 W d N M � ^ t� t7 V LO > M Im7 M M M M M M M J ¢ 0 > > > > > > > W W W1 J �I W W JI W W W W W U W _I U J W a' :2 W W W Lt.! W W Z W Z 0 C7 W _ cc;¢_ Z Q tOR 0 d Z N a Y 0000 Y p j cp `-L Q tf) co DD p �' vi csi N M ¢ ¢ W cm Alf -i 1.1 1co O- W lam: tt� t[) m M Z O rx N O W mh mCAD 0+0 rn d V_ a%- �- WM dM N N =N LJ N W N N N0 N N MEDIA 4 OVER U = W `�' ¢ ¢ CEN RUNE t- t- t- ¢ t- ¢ t- cn U)cn ca to o cn v, wc� v' LL v) v' MEDIAN OVER CENTERLINE '- V) L`- N I I PROPOSED C NTERLINE PROFILE laof I'll PROPOS D CENTERLINE PRO LE S -0.07% S=0.41--- - EXISTIN MEDIAN OVER CENTERLINE EXI TING C TERLINE (STING G1 ZOUND E.P. TABLE TAG STATION OFFSET ELEV. 2�3 17+97.04 7.19 355.09' ® 17+97.10 1.94 355.20' ©5 18+50.84 2.05 355.30' 26 18+50.83 6.44 355.21' 27 19+00.83 6.55 355.34' ® 19+00.82 10.94 355.25' ® 19+50.82 11.04 355.43' ® 19+50.81 15.44 355.35' 31 20+00.81 15.54 355.53' 32 20+00.80 19.67 355.45' .33 20+47.80 19.77 355.62' ® 20+47.79 24.77 355.52' 35 21+63.79 25.00 356.04' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 (STA. 21+64.44 TO 29+82.59) LEGEND: LEGEND (CONT.): LEGEND (CONT._ SCALE: 1" „ 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1 = 5 VERTICAL ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER » -'- "R1-1" - STOP " " 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2 n END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" W31(CA) - END ELEV ELEVATION EVC END VERTICAL CURVE "R26( " DO NOT ENTER "W14-1" - DEAD END 2 ' "R3 -5R" NO PARKING _ „ _ SHEET WHERE � CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R - RIGHT TURN ONLY "W14 2 NO OUTLET SEC11ON IS SHOWN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "W1-7" - DOUBLE ARROW O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE W1-6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN -REFERO UNIT STANDARD PLAN R.S.P. A88A-CASE A. OF VERTICAL CURVE FC FINISH CONCRETE R RAN TO SEWER &STORM DRAIN PLANSFil FLOWLINE STATION -SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - NOTE: ® CONSTRUCT TYPE „M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PA PROPERTY LINE R/W RIGHT-OF-WAYREFER TO SEWER &STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1 O CO S RUCT 5.5' COMBINATION SIDEWALK PER C.O. . STD. ST -3. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q S; INSTALL YPE III BARRICADE PER CALTRANS STANDARD PLAN A73C @ EXISTING SURVEY MONUMENT 8 WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR -- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH ©SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCT( N F DJ CENT PHASE. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ r■•■• ■ ■ �• TRACT BOUNDARY FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /� SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS �- �/ STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q C.O.B. STD. ST -14. " " STANDARD SPECIFICATION PTH-02ALKYD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FROM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ALL POWER POLES TO BE RELOCATED UNDERGROUND. 11 RELOCATE . PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) COORDINATE APPLICAT10N OF,RELOCATION WITH PG&E. 12 PROTECT IN PLACE STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 m T.J J v) 00 0 U N U U O rn 6(6 +� C%4 CID Q� N ■ Um v� SEE SHEET -- 5 Aft _ CROOM LANE r (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL M L0 r w w LLJ a �= o O O d - N EXISTING GROUND � w - - 0.42 S=-0.25% S--0.50% PROPOSED WES1 FLOWLIN LO • �N• M M J __j Wd W 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a LOOm0 YMco p00d�- ;j, u' �c4Dco Ix_' Z 00`00 mr-oMOm Q00 000 °0("m �rnrn =Xrnrn CCN �NN F.NN UW6 < NN U OZ<t¢ zt¢--f¢- LY.tQ-t¢- ¢t¢ -i¢- W�NN W In to C7 N N IY In to TO BE UNDERGROUND iT_-_-_ -- 32 FOR IRRIGATION 1 ice. 1 4 o �'r f� \� 28 30 LINE 1 33 BY OT�IERS �TYP�__-- `'4 ° _ 2 N FOR IRRIGATION 00 N N 18 SA CUT i 20 --tt�--------- 22 ---------- THREE SLEEVES------`-�-- ------___--------____-_ THREE SLEEVES 2 y% %0 � cn 24 26 _2_7 _--_-_-__29-_ ______ 31 _ �_�_-___ - -- - �t, cv �- Lo c�, _ 1 ST. POWER POLE21 - SIZE FOR EACH , o d _ L 1 g TO BE UNDERGROUND N 23 �`4 \` ___--_ _ 35 N ,`o i 5 N ; I 5 I 5 I t------ ^ ---- - - ----12 ---� �=1 BY OTHERS {TYP.) ■ f 25 00 ' PROPOSED E.P. 20+00 21+00 2+0 3+ 14 6 .-- -- I�`- ■ --=L �-■-�� ■ '_-I-■-■-- 8+00 29+00 N00'24'49"E 1573.57'■ NOO'24'49"E 409.02' -' 15 •ss EXIST. 3(� � R�0 � 10 t - 3 -------- -- 5 --- i 11 i XIST. 3O" E R " 2 .4 5 t �� 12 S 12 XIST. 0 SEWER S S ry SAWCUT 5 SMH1 $ m 00 L91-' U 00 00 00 1 11�, < 13 � TRACT BOUNDARY 12 I-''- 00 10 STA. 29+82.59 C.L. I _ - •_ - ._ ._ - - - 6 ---- -- 7 o o , 1 I > ct: EASEMENTS• A ~ NOTE f1 r� cj ci m �� r O rn tnW w ^ _i 00 ~ jU a �OU(j >m N mm m Q �� W •- , 2(n �m_i C� V 00 , Ucp W DU�t t- O� O N¢ d0 I 0 ,, EA1: 15 WIDE PERMANENT FLOWAGE m Z M SEWER M.H. NOS. 1 �, o ¢ Z W U N ¢ m U _ �M Hoo o �- m � AND DRAINAGE EASEMENT TO m =:) U') ' AND 2 (SEE PLAN o°c� - W t cn d- o'Y' z N_ -j --j �z a: to ztn" to arc,` x+,l �-Uj Uj+� ¢ .c5 0C3 U� m< FU-• c' Lei C.O.B. PER DOCUMENT NO. o �,� o "¢ M ABOVE) SHALL BE a o "' Imo- N W d- I� In V') x o '' m z o 0 i, h N W ¢tn Orn -c> Q o 0216187757, DATED 12/30/16, O.R. I- +tom W + CONSTRUCTED WITH �- M o ¢ w Z > �' Z > U g "' in I=- `� c j 0O I (V Z o " co ^ I_ co <C + > n1 O U t. t- t� O Je--M XM•-- M N ZI- J a W ZU' ¢W X �~-' + EA2: 25'-35' WIDE SEWER EASEMENT TO a `�z 0-.'> `'' z `�.' > PHASE 1. ¢ 4>:' ``' "' ``' m i w o W N w i � + M CO + + o <% I� 5z r, j U¢t% W LLJ W mcn W WW > fw- N> ZNN gWN I cn Z C.O.B. PER DOCUMENT N0. 0217023169 Q z ¢ W ASHE ROAD n W WF¢-- J -I¢ta zp1Q-- W . I C " v mom w DATED 02/21/17, O.R. 10 w� U� �,, ufv, w�cnW (� I m � I � Z ` Q 1 (STA. 19+00.00 TO 29+82.59) '� Q j SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 30.00' 47.45' 30.33' 90'3729" C3 30.00' 46.80' 29.67' 897231" SAWCUT TABLE TAG STATION OFFSET ELEV. Q1 17+97.04 7.19 RT. 355.09 2� 17+97.04 8.19 RT. 355.09 30 18+54.62 8.18 RT. 355.19 ® 18+54.62 19.07 RT. 354.97 5L� 21+91.84 19.08 RT. 356.21 © 21+91.88 44.36 RT. 355.69 7� 22+45.91 44.28 RT. 355.89 ® 22+45.87 19.08 RT. 356.44 90 23+24.37 19.09 RT. 356.69 10 23+24.37 7.09 RT, 356.98 11 24+49.85 7.09 RT. 356.92 12 24+49.85 19.09 RT. 356.60 13 25+22.36 19.09 RT. 356.55 14 25+22.36 5.85 RT. 356.84 15 26+33.95 5.85 RT. 356.81 16 26+33.52 21.00 LT. 356.38 17 27+86.15 21.00 LT. 356.42 18 27+86.15 30.00 LT. 356.24 19 28+64.59 30.00 LT. 356.46 2�0 28+64.59 42.00 LT. 356.18 21 29+83.34 42.76 RT. 356.60 ©2 29+83.11 47.43 RT. 356.49 M h VERT. RVEco ^ '� a I� Y co Z 00 00 co L0 WN w w o: M M a �`� to LO Co W W W CJ J W > M W J W LO M CO Iq O W CO tf) >" W > W " M L6. - •- c� C I rj m ][ CO m M + Ln If) + O W Q d' D: a to tf) J N N a h W + m -}. co 00 JJ ~ C14 W N NN W > N Z a .3 C 9 Wm + <M •ROPOSE CENTERL NE N N U N N AT ST FLO NE z F m co �>•, E STING GR UND AT ST FLOWLINE m c; W N " N If � S=0.21% EXISTING GROUND A CENTERLI E _ _ 1 W t- __.._ W m y a 01' S-_0.25% L = .80' L = 47.45' - - - - - S 0. % _ =0.60% - - - - - ---- ---- -- -- ---- --- =0.20%-::--- PROPOSED 20% 21 5--0.21% S - - - _- _ _ -- --- - - - a ____ S=0.36% - - - - - -5--1.22% S=p.50q S - PROPOS D WEST OWLINE `�'•I In a, " M P OPOSED ST FLO NE ATS CUT LIN a i) M M L>,� > >LLJ 8 > W J W W J W 4 4 W 41 4 18+50 19+00 TAPER DATA N0. 1 CL STATION OFFSET FROM CL STA. 22+24.50 59.00 LT. STA. 22+29.50 58.92 LT. STA. 22+34.50 58.69 LT. STA. 22+39.50 58.31 LT. STA. 22+44.50 57.78 LT. STA. 22+49.50 57.09 LT. STA. 22+54.50 56.25 LT. STA. 22+59.50 55.33 LT. STA. 22+64.50 54.42 LT. STA. 22+69.50 53.50 LT. STA. 22+74.50 52.58 LT. STA. 22+79.50 51.67 LT. STA. 22+84.50 50.75 LT. STA. 22+89.50 49.91 LT. STA. 22+94.50 49.22 LT. STA. 22+99.50 48.69 LT. STA. 23+04.50 48.31 LT. STA. 23+09.50 48.08 LT. STA. 23+14.50 48.00 LT. TAPER DATA NO.<2> q STATION OFFSET FROM CL STA. 27+74.59 59.00 LT. STA. 27+79.59 58.92 LT. STA. 27+84.59 58.69 LT. STA. 27+89.59 58.31 LT. STA. 27+94.59 57.78 LT. STA. 27+99.59 57.09 LT. STA. 28+04.59 56.25 LT. STA. 28+09.59 55.33 LT. STA. 28+14.59 54.42 LT. STA. 28+19.59 53.50 LT. STA. 28+24.59 52.58 LT. STA. 28+29.59 51.67 LT. STA. 28+34.59 50.75 LT. STA. 28+39.59 49.91 LT. STA. 28+44.59 49.22 LT. STA. 28+49.59 48.69 LT. STA. 28+54.59 48.31 LT. STA. 28+59.59 48.08 LT. STA. 28+64.59 48.00 LT. TAPER DATA NO. 3 q STATION OFFSET FROM STA. 23+04.88 7.00 RT. STA. 23+09.88 7.71 RT. STA. 23+14.88 6.38 RT. STA. 23+19.88 5.95 RT. STA. 23+24.88 5.40 RT. STA. 23+29.88 4.73 RT. STA. 23+34.88 3.96 RT. STA. 23+39.88 3.07 RT. STA. 23+44.88 2.07 RT. STA. 23+49.88 0.96 RT. STA. 23+54.88 0.15 LT. STA. 23+59.88 1.15 LT. STA. 23+64.88 2.03 LT. STA. 23+69.88 2.81 LT. STA. 23+74.88 3.47 LT. STA. 23+79.88 4.02 LT. STA. 23+84.88 4.45 LT. STA. 23+89.88 4.78 LT. STA. 23+94.88 5.00 LT. 368 366 364 362 360 358 356 354 352 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 (STA. 21+64.44 TO 29+82.59) SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 31+00 SCALE: 1" = 5' VERTICAL o 0 o 00 O N Nd W1 W d N M � ^ t� t7 V LO > M Im7 M M M M M M M J ¢ 0 > > > > > > > W W W1 J �I W W JI W W W W W U W _I U J W a' :2 W W W Lt.! W W Z W Z 0 C7 W _ cc;¢_ Z Q tOR 0 d Z N a Y 0000 Y p j cp `-L Q tf) co DD p �' vi csi N M ¢ ¢ W cm Alf -i 1.1 1co O- W lam: tt� t[) m M Z O rx N O W mh mCAD 0+0 rn d V_ a%- �- WM dM N N =N LJ N W N N N0 N N MEDIA 4 OVER U = W `�' ¢ ¢ CEN RUNE t- t- t- ¢ t- ¢ t- cn U)cn ca to o cn v, wc� v' LL v) v' MEDIAN OVER CENTERLINE '- V) L`- N I I PROPOSED C NTERLINE PROFILE laof I'll PROPOS D CENTERLINE PRO LE S -0.07% S=0.41--- - EXISTIN MEDIAN OVER CENTERLINE EXI TING C TERLINE (STING G1 ZOUND E.P. TABLE TAG STATION OFFSET ELEV. 2�3 17+97.04 7.19 355.09' ® 17+97.10 1.94 355.20' ©5 18+50.84 2.05 355.30' 26 18+50.83 6.44 355.21' 27 19+00.83 6.55 355.34' ® 19+00.82 10.94 355.25' ® 19+50.82 11.04 355.43' ® 19+50.81 15.44 355.35' 31 20+00.81 15.54 355.53' 32 20+00.80 19.67 355.45' .33 20+47.80 19.77 355.62' ® 20+47.79 24.77 355.52' 35 21+63.79 25.00 356.04' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 (STA. 21+64.44 TO 29+82.59) LEGEND: LEGEND (CONT.): LEGEND (CONT._ SCALE: 1" „ 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1 = 5 VERTICAL ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER » -'- "R1-1" - STOP " " 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2 n END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" W31(CA) - END ELEV ELEVATION EVC END VERTICAL CURVE "R26( " DO NOT ENTER "W14-1" - DEAD END 2 ' "R3 -5R" NO PARKING _ „ _ SHEET WHERE � CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R - RIGHT TURN ONLY "W14 2 NO OUTLET SEC11ON IS SHOWN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "W1-7" - DOUBLE ARROW O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE W1-6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN -REFERO UNIT STANDARD PLAN R.S.P. A88A-CASE A. OF VERTICAL CURVE FC FINISH CONCRETE R RAN TO SEWER &STORM DRAIN PLANSFil FLOWLINE STATION -SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - NOTE: ® CONSTRUCT TYPE „M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PA PROPERTY LINE R/W RIGHT-OF-WAYREFER TO SEWER &STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1 O CO S RUCT 5.5' COMBINATION SIDEWALK PER C.O. . STD. ST -3. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q S; INSTALL YPE III BARRICADE PER CALTRANS STANDARD PLAN A73C @ EXISTING SURVEY MONUMENT 8 WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR -- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH ©SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCT( N F DJ CENT PHASE. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ r■•■• ■ ■ �• TRACT BOUNDARY FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /� SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS �- �/ STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q C.O.B. STD. ST -14. " " STANDARD SPECIFICATION PTH-02ALKYD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FROM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ALL POWER POLES TO BE RELOCATED UNDERGROUND. 11 RELOCATE . PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) COORDINATE APPLICAT10N OF,RELOCATION WITH PG&E. 12 PROTECT IN PLACE STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 m T.J J v) 00 0 U N U U O rn 6(6 +� C%4 CID Q� N ■ Um v� SEE SHEET -- 5 Aft _ CROOM LANE r (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL M L0 r w w LLJ a �= o O O d - N EXISTING GROUND � w - - 0.42 S=-0.25% S--0.50% PROPOSED WES1 FLOWLIN LO • �N• M M J __j Wd W 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a TO BE UNDERGROUND iT_-_-_ -- 32 FOR IRRIGATION 1 ice. 1 4 o �'r f� \� 28 30 LINE 1 33 BY OT�IERS �TYP�__-- `'4 ° _ 2 N FOR IRRIGATION 00 N N 18 SA CUT i 20 --tt�--------- 22 ---------- THREE SLEEVES------`-�-- ------___--------____-_ THREE SLEEVES 2 y% %0 � cn 24 26 _2_7 _--_-_-__29-_ ______ 31 _ �_�_-___ - -- - �t, cv �- Lo c�, _ 1 ST. POWER POLE21 - SIZE FOR EACH , o d _ L 1 g TO BE UNDERGROUND N 23 �`4 \` ___--_ _ 35 N ,`o i 5 N ; I 5 I 5 I t------ ^ ---- - - ----12 ---� �=1 BY OTHERS {TYP.) ■ f 25 00 ' PROPOSED E.P. 20+00 21+00 2+0 3+ 14 6 .-- -- I�`- ■ --=L �-■-�� ■ '_-I-■-■-- 8+00 29+00 N00'24'49"E 1573.57'■ NOO'24'49"E 409.02' -' 15 •ss EXIST. 3(� � R�0 � 10 t - 3 -------- -- 5 --- i 11 i XIST. 3O" E R " 2 .4 5 t �� 12 S 12 XIST. 0 SEWER S S ry SAWCUT 5 SMH1 $ m 00 L91-' U 00 00 00 1 11�, < 13 � TRACT BOUNDARY 12 I-''- 00 10 STA. 29+82.59 C.L. I _ - •_ - ._ ._ - - - 6 ---- -- 7 o o , 1 I > ct: EASEMENTS• A ~ NOTE f1 r� cj ci m �� r O rn tnW w ^ _i 00 ~ jU a �OU(j >m N mm m Q �� W •- , 2(n �m_i C� V 00 , Ucp W DU�t t- O� O N¢ d0 I 0 ,, EA1: 15 WIDE PERMANENT FLOWAGE m Z M SEWER M.H. NOS. 1 �, o ¢ Z W U N ¢ m U _ �M Hoo o �- m � AND DRAINAGE EASEMENT TO m =:) U') ' AND 2 (SEE PLAN o°c� - W t cn d- o'Y' z N_ -j --j �z a: to ztn" to arc,` x+,l �-Uj Uj+� ¢ .c5 0C3 U� m< FU-• c' Lei C.O.B. PER DOCUMENT NO. o �,� o "¢ M ABOVE) SHALL BE a o "' Imo- N W d- I� In V') x o '' m z o 0 i, h N W ¢tn Orn -c> Q o 0216187757, DATED 12/30/16, O.R. I- +tom W + CONSTRUCTED WITH �- M o ¢ w Z > �' Z > U g "' in I=- `� c j 0O I (V Z o " co ^ I_ co <C + > n1 O U t. t- t� O Je--M XM•-- M N ZI- J a W ZU' ¢W X �~-' + EA2: 25'-35' WIDE SEWER EASEMENT TO a `�z 0-.'> `'' z `�.' > PHASE 1. ¢ 4>:' ``' "' ``' m i w o W N w i � + M CO + + o <% I� 5z r, j U¢t% W LLJ W mcn W WW > fw- N> ZNN gWN I cn Z C.O.B. PER DOCUMENT N0. 0217023169 Q z ¢ W ASHE ROAD n W WF¢-- J -I¢ta zp1Q-- W . I C " v mom w DATED 02/21/17, O.R. 10 w� U� �,, ufv, w�cnW (� I m � I � Z ` Q 1 (STA. 19+00.00 TO 29+82.59) '� Q j SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 30.00' 47.45' 30.33' 90'3729" C3 30.00' 46.80' 29.67' 897231" SAWCUT TABLE TAG STATION OFFSET ELEV. Q1 17+97.04 7.19 RT. 355.09 2� 17+97.04 8.19 RT. 355.09 30 18+54.62 8.18 RT. 355.19 ® 18+54.62 19.07 RT. 354.97 5L� 21+91.84 19.08 RT. 356.21 © 21+91.88 44.36 RT. 355.69 7� 22+45.91 44.28 RT. 355.89 ® 22+45.87 19.08 RT. 356.44 90 23+24.37 19.09 RT. 356.69 10 23+24.37 7.09 RT, 356.98 11 24+49.85 7.09 RT. 356.92 12 24+49.85 19.09 RT. 356.60 13 25+22.36 19.09 RT. 356.55 14 25+22.36 5.85 RT. 356.84 15 26+33.95 5.85 RT. 356.81 16 26+33.52 21.00 LT. 356.38 17 27+86.15 21.00 LT. 356.42 18 27+86.15 30.00 LT. 356.24 19 28+64.59 30.00 LT. 356.46 2�0 28+64.59 42.00 LT. 356.18 21 29+83.34 42.76 RT. 356.60 ©2 29+83.11 47.43 RT. 356.49 M h VERT. RVEco ^ '� a I� Y co Z 00 00 co L0 WN w w o: M M a �`� to LO Co W W W CJ J W > M W J W LO M CO Iq O W CO tf) >" W > W " M L6. - •- c� C I rj m ][ CO m M + Ln If) + O W Q d' D: a to tf) J N N a h W + m -}. co 00 JJ ~ C14 W N NN W > N Z a .3 C 9 Wm + <M •ROPOSE CENTERL NE N N U N N AT ST FLO NE z F m co �>•, E STING GR UND AT ST FLOWLINE m c; W N " N If � S=0.21% EXISTING GROUND A CENTERLI E _ _ 1 W t- __.._ W m y a 01' S-_0.25% L = .80' L = 47.45' - - - - - S 0. % _ =0.60% - - - - - ---- ---- -- -- ---- --- =0.20%-::--- PROPOSED 20% 21 5--0.21% S - - - _- _ _ -- --- - - - a ____ S=0.36% - - - - - -5--1.22% S=p.50q S - PROPOS D WEST OWLINE `�'•I In a, " M P OPOSED ST FLO NE ATS CUT LIN a i) M M L>,� > >LLJ 8 > W J W W J W 4 4 W 41 4 18+50 19+00 TAPER DATA N0. 1 CL STATION OFFSET FROM CL STA. 22+24.50 59.00 LT. STA. 22+29.50 58.92 LT. STA. 22+34.50 58.69 LT. STA. 22+39.50 58.31 LT. STA. 22+44.50 57.78 LT. STA. 22+49.50 57.09 LT. STA. 22+54.50 56.25 LT. STA. 22+59.50 55.33 LT. STA. 22+64.50 54.42 LT. STA. 22+69.50 53.50 LT. STA. 22+74.50 52.58 LT. STA. 22+79.50 51.67 LT. STA. 22+84.50 50.75 LT. STA. 22+89.50 49.91 LT. STA. 22+94.50 49.22 LT. STA. 22+99.50 48.69 LT. STA. 23+04.50 48.31 LT. STA. 23+09.50 48.08 LT. STA. 23+14.50 48.00 LT. TAPER DATA NO.<2> q STATION OFFSET FROM CL STA. 27+74.59 59.00 LT. STA. 27+79.59 58.92 LT. STA. 27+84.59 58.69 LT. STA. 27+89.59 58.31 LT. STA. 27+94.59 57.78 LT. STA. 27+99.59 57.09 LT. STA. 28+04.59 56.25 LT. STA. 28+09.59 55.33 LT. STA. 28+14.59 54.42 LT. STA. 28+19.59 53.50 LT. STA. 28+24.59 52.58 LT. STA. 28+29.59 51.67 LT. STA. 28+34.59 50.75 LT. STA. 28+39.59 49.91 LT. STA. 28+44.59 49.22 LT. STA. 28+49.59 48.69 LT. STA. 28+54.59 48.31 LT. STA. 28+59.59 48.08 LT. STA. 28+64.59 48.00 LT. TAPER DATA NO. 3 q STATION OFFSET FROM STA. 23+04.88 7.00 RT. STA. 23+09.88 7.71 RT. STA. 23+14.88 6.38 RT. STA. 23+19.88 5.95 RT. STA. 23+24.88 5.40 RT. STA. 23+29.88 4.73 RT. STA. 23+34.88 3.96 RT. STA. 23+39.88 3.07 RT. STA. 23+44.88 2.07 RT. STA. 23+49.88 0.96 RT. STA. 23+54.88 0.15 LT. STA. 23+59.88 1.15 LT. STA. 23+64.88 2.03 LT. STA. 23+69.88 2.81 LT. STA. 23+74.88 3.47 LT. STA. 23+79.88 4.02 LT. STA. 23+84.88 4.45 LT. STA. 23+89.88 4.78 LT. STA. 23+94.88 5.00 LT. 368 366 364 362 360 358 356 354 352 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 (STA. 21+64.44 TO 29+82.59) SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 31+00 SCALE: 1" = 5' VERTICAL o 0 o 00 O N Nd W1 W d N M � ^ t� t7 V LO > M Im7 M M M M M M M J ¢ 0 > > > > > > > W W W1 J �I W W JI W W W W W U W _I U J W a' :2 W W W Lt.! W W Z W Z 0 C7 W _ cc;¢_ Z Q tOR 0 d Z N a Y 0000 Y p j cp `-L Q tf) co DD p �' vi csi N M ¢ ¢ W cm Alf -i 1.1 1co O- W lam: tt� t[) m M Z O rx N O W mh mCAD 0+0 rn d V_ a%- �- WM dM N N =N LJ N W N N N0 N N MEDIA 4 OVER U = W `�' ¢ ¢ CEN RUNE t- t- t- ¢ t- ¢ t- cn U)cn ca to o cn v, wc� v' LL v) v' MEDIAN OVER CENTERLINE '- V) L`- N I I PROPOSED C NTERLINE PROFILE laof I'll PROPOS D CENTERLINE PRO LE S -0.07% S=0.41--- - EXISTIN MEDIAN OVER CENTERLINE EXI TING C TERLINE (STING G1 ZOUND E.P. TABLE TAG STATION OFFSET ELEV. 2�3 17+97.04 7.19 355.09' ® 17+97.10 1.94 355.20' ©5 18+50.84 2.05 355.30' 26 18+50.83 6.44 355.21' 27 19+00.83 6.55 355.34' ® 19+00.82 10.94 355.25' ® 19+50.82 11.04 355.43' ® 19+50.81 15.44 355.35' 31 20+00.81 15.54 355.53' 32 20+00.80 19.67 355.45' .33 20+47.80 19.77 355.62' ® 20+47.79 24.77 355.52' 35 21+63.79 25.00 356.04' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 (STA. 21+64.44 TO 29+82.59) LEGEND: LEGEND (CONT.): LEGEND (CONT._ SCALE: 1" „ 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1 = 5 VERTICAL ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER » -'- "R1-1" - STOP " " 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2 n END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" W31(CA) - END ELEV ELEVATION EVC END VERTICAL CURVE "R26( " DO NOT ENTER "W14-1" - DEAD END 2 ' "R3 -5R" NO PARKING _ „ _ SHEET WHERE � CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R - RIGHT TURN ONLY "W14 2 NO OUTLET SEC11ON IS SHOWN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "W1-7" - DOUBLE ARROW O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE W1-6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN -REFERO UNIT STANDARD PLAN R.S.P. A88A-CASE A. OF VERTICAL CURVE FC FINISH CONCRETE R RAN TO SEWER &STORM DRAIN PLANSFil FLOWLINE STATION -SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - NOTE: ® CONSTRUCT TYPE „M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PA PROPERTY LINE R/W RIGHT-OF-WAYREFER TO SEWER &STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1 O CO S RUCT 5.5' COMBINATION SIDEWALK PER C.O. . STD. ST -3. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q S; INSTALL YPE III BARRICADE PER CALTRANS STANDARD PLAN A73C @ EXISTING SURVEY MONUMENT 8 WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR -- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH ©SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCT( N F DJ CENT PHASE. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ r■•■• ■ ■ �• TRACT BOUNDARY FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /� SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS �- �/ STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q C.O.B. STD. ST -14. " " STANDARD SPECIFICATION PTH-02ALKYD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FROM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ALL POWER POLES TO BE RELOCATED UNDERGROUND. 11 RELOCATE . PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) COORDINATE APPLICAT10N OF,RELOCATION WITH PG&E. 12 PROTECT IN PLACE STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 m T.J J v) 00 0 U N U U O rn 6(6 +� C%4 CID Q� N ■ Um v� SEE SHEET -- 5 Aft _ CROOM LANE r (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL M L0 r w w LLJ a �= o O O d - N EXISTING GROUND � w - - 0.42 S=-0.25% S--0.50% PROPOSED WES1 FLOWLIN LO • �N• M M J __j Wd W 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a O rn tnW w ^ _i 00 ~ jU a �OU(j >m N mm m Q �� W •- , 2(n �m_i C� V 00 , Ucp W DU�t t- O� O N¢ d0 I 0 ,, EA1: 15 WIDE PERMANENT FLOWAGE m Z M SEWER M.H. NOS. 1 �, o ¢ Z W U N ¢ m U _ �M Hoo o �- m � AND DRAINAGE EASEMENT TO m =:) U') ' AND 2 (SEE PLAN o°c� - W t cn d- o'Y' z N_ -j --j �z a: to ztn" to arc,` x+,l �-Uj Uj+� ¢ .c5 0C3 U� m< FU-• c' Lei C.O.B. PER DOCUMENT NO. o �,� o "¢ M ABOVE) SHALL BE a o "' Imo- N W d- I� In V') x o '' m z o 0 i, h N W ¢tn Orn -c> Q o 0216187757, DATED 12/30/16, O.R. I- +tom W + CONSTRUCTED WITH �- M o ¢ w Z > �' Z > U g "' in I=- `� c j 0O I (V Z o " co ^ I_ co <C + > n1 O U t. t- t� O Je--M XM•-- M N ZI- J a W ZU' ¢W X �~-' + EA2: 25'-35' WIDE SEWER EASEMENT TO a `�z 0-.'> `'' z `�.' > PHASE 1. ¢ 4>:' ``' "' ``' m i w o W N w i � + M CO + + o <% I� 5z r, j U¢t% W LLJ W mcn W WW > fw- N> ZNN gWN I cn Z C.O.B. PER DOCUMENT N0. 0217023169 Q z ¢ W ASHE ROAD n W WF¢-- J -I¢ta zp1Q-- W . I C " v mom w DATED 02/21/17, O.R. 10 w� U� �,, ufv, w�cnW (� I m � I � Z ` Q 1 (STA. 19+00.00 TO 29+82.59) '� Q j SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 30.00' 47.45' 30.33' 90'3729" C3 30.00' 46.80' 29.67' 897231" SAWCUT TABLE TAG STATION OFFSET ELEV. Q1 17+97.04 7.19 RT. 355.09 2� 17+97.04 8.19 RT. 355.09 30 18+54.62 8.18 RT. 355.19 ® 18+54.62 19.07 RT. 354.97 5L� 21+91.84 19.08 RT. 356.21 © 21+91.88 44.36 RT. 355.69 7� 22+45.91 44.28 RT. 355.89 ® 22+45.87 19.08 RT. 356.44 90 23+24.37 19.09 RT. 356.69 10 23+24.37 7.09 RT, 356.98 11 24+49.85 7.09 RT. 356.92 12 24+49.85 19.09 RT. 356.60 13 25+22.36 19.09 RT. 356.55 14 25+22.36 5.85 RT. 356.84 15 26+33.95 5.85 RT. 356.81 16 26+33.52 21.00 LT. 356.38 17 27+86.15 21.00 LT. 356.42 18 27+86.15 30.00 LT. 356.24 19 28+64.59 30.00 LT. 356.46 2�0 28+64.59 42.00 LT. 356.18 21 29+83.34 42.76 RT. 356.60 ©2 29+83.11 47.43 RT. 356.49 M h VERT. RVEco ^ '� a I� Y co Z 00 00 co L0 WN w w o: M M a �`� to LO Co W W W CJ J W > M W J W LO M CO Iq O W CO tf) >" W > W " M L6. - •- c� C I rj m ][ CO m M + Ln If) + O W Q d' D: a to tf) J N N a h W + m -}. co 00 JJ ~ C14 W N NN W > N Z a .3 C 9 Wm + <M •ROPOSE CENTERL NE N N U N N AT ST FLO NE z F m co �>•, E STING GR UND AT ST FLOWLINE m c; W N " N If � S=0.21% EXISTING GROUND A CENTERLI E _ _ 1 W t- __.._ W m y a 01' S-_0.25% L = .80' L = 47.45' - - - - - S 0. % _ =0.60% - - - - - ---- ---- -- -- ---- --- =0.20%-::--- PROPOSED 20% 21 5--0.21% S - - - _- _ _ -- --- - - - a ____ S=0.36% - - - - - -5--1.22% S=p.50q S - PROPOS D WEST OWLINE `�'•I In a, " M P OPOSED ST FLO NE ATS CUT LIN a i) M M L>,� > >LLJ 8 > W J W W J W 4 4 W 41 4 18+50 19+00 TAPER DATA N0. 1 CL STATION OFFSET FROM CL STA. 22+24.50 59.00 LT. STA. 22+29.50 58.92 LT. STA. 22+34.50 58.69 LT. STA. 22+39.50 58.31 LT. STA. 22+44.50 57.78 LT. STA. 22+49.50 57.09 LT. STA. 22+54.50 56.25 LT. STA. 22+59.50 55.33 LT. STA. 22+64.50 54.42 LT. STA. 22+69.50 53.50 LT. STA. 22+74.50 52.58 LT. STA. 22+79.50 51.67 LT. STA. 22+84.50 50.75 LT. STA. 22+89.50 49.91 LT. STA. 22+94.50 49.22 LT. STA. 22+99.50 48.69 LT. STA. 23+04.50 48.31 LT. STA. 23+09.50 48.08 LT. STA. 23+14.50 48.00 LT. TAPER DATA NO.<2> q STATION OFFSET FROM CL STA. 27+74.59 59.00 LT. STA. 27+79.59 58.92 LT. STA. 27+84.59 58.69 LT. STA. 27+89.59 58.31 LT. STA. 27+94.59 57.78 LT. STA. 27+99.59 57.09 LT. STA. 28+04.59 56.25 LT. STA. 28+09.59 55.33 LT. STA. 28+14.59 54.42 LT. STA. 28+19.59 53.50 LT. STA. 28+24.59 52.58 LT. STA. 28+29.59 51.67 LT. STA. 28+34.59 50.75 LT. STA. 28+39.59 49.91 LT. STA. 28+44.59 49.22 LT. STA. 28+49.59 48.69 LT. STA. 28+54.59 48.31 LT. STA. 28+59.59 48.08 LT. STA. 28+64.59 48.00 LT. TAPER DATA NO. 3 q STATION OFFSET FROM STA. 23+04.88 7.00 RT. STA. 23+09.88 7.71 RT. STA. 23+14.88 6.38 RT. STA. 23+19.88 5.95 RT. STA. 23+24.88 5.40 RT. STA. 23+29.88 4.73 RT. STA. 23+34.88 3.96 RT. STA. 23+39.88 3.07 RT. STA. 23+44.88 2.07 RT. STA. 23+49.88 0.96 RT. STA. 23+54.88 0.15 LT. STA. 23+59.88 1.15 LT. STA. 23+64.88 2.03 LT. STA. 23+69.88 2.81 LT. STA. 23+74.88 3.47 LT. STA. 23+79.88 4.02 LT. STA. 23+84.88 4.45 LT. STA. 23+89.88 4.78 LT. STA. 23+94.88 5.00 LT. 368 366 364 362 360 358 356 354 352 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 (STA. 21+64.44 TO 29+82.59) SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 31+00 SCALE: 1" = 5' VERTICAL o 0 o 00 O N Nd W1 W d N M � ^ t� t7 V LO > M Im7 M M M M M M M J ¢ 0 > > > > > > > W W W1 J �I W W JI W W W W W U W _I U J W a' :2 W W W Lt.! W W Z W Z 0 C7 W _ cc;¢_ Z Q tOR 0 d Z N a Y 0000 Y p j cp `-L Q tf) co DD p �' vi csi N M ¢ ¢ W cm Alf -i 1.1 1co O- W lam: tt� t[) m M Z O rx N O W mh mCAD 0+0 rn d V_ a%- �- WM dM N N =N LJ N W N N N0 N N MEDIA 4 OVER U = W `�' ¢ ¢ CEN RUNE t- t- t- ¢ t- ¢ t- cn U)cn ca to o cn v, wc� v' LL v) v' MEDIAN OVER CENTERLINE '- V) L`- N I I PROPOSED C NTERLINE PROFILE laof I'll PROPOS D CENTERLINE PRO LE S -0.07% S=0.41--- - EXISTIN MEDIAN OVER CENTERLINE EXI TING C TERLINE (STING G1 ZOUND E.P. TABLE TAG STATION OFFSET ELEV. 2�3 17+97.04 7.19 355.09' ® 17+97.10 1.94 355.20' ©5 18+50.84 2.05 355.30' 26 18+50.83 6.44 355.21' 27 19+00.83 6.55 355.34' ® 19+00.82 10.94 355.25' ® 19+50.82 11.04 355.43' ® 19+50.81 15.44 355.35' 31 20+00.81 15.54 355.53' 32 20+00.80 19.67 355.45' .33 20+47.80 19.77 355.62' ® 20+47.79 24.77 355.52' 35 21+63.79 25.00 356.04' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 (STA. 21+64.44 TO 29+82.59) LEGEND: LEGEND (CONT.): LEGEND (CONT._ SCALE: 1" „ 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1 = 5 VERTICAL ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER » -'- "R1-1" - STOP " " 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2 n END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" W31(CA) - END ELEV ELEVATION EVC END VERTICAL CURVE "R26( " DO NOT ENTER "W14-1" - DEAD END 2 ' "R3 -5R" NO PARKING _ „ _ SHEET WHERE � CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R - RIGHT TURN ONLY "W14 2 NO OUTLET SEC11ON IS SHOWN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "W1-7" - DOUBLE ARROW O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE W1-6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN -REFERO UNIT STANDARD PLAN R.S.P. A88A-CASE A. OF VERTICAL CURVE FC FINISH CONCRETE R RAN TO SEWER &STORM DRAIN PLANSFil FLOWLINE STATION -SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - NOTE: ® CONSTRUCT TYPE „M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PA PROPERTY LINE R/W RIGHT-OF-WAYREFER TO SEWER &STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1 O CO S RUCT 5.5' COMBINATION SIDEWALK PER C.O. . STD. ST -3. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q S; INSTALL YPE III BARRICADE PER CALTRANS STANDARD PLAN A73C @ EXISTING SURVEY MONUMENT 8 WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR -- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH ©SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCT( N F DJ CENT PHASE. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ r■•■• ■ ■ �• TRACT BOUNDARY FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /� SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS �- �/ STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q C.O.B. STD. ST -14. " " STANDARD SPECIFICATION PTH-02ALKYD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FROM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ALL POWER POLES TO BE RELOCATED UNDERGROUND. 11 RELOCATE . PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) COORDINATE APPLICAT10N OF,RELOCATION WITH PG&E. 12 PROTECT IN PLACE STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 m T.J J v) 00 0 U N U U O rn 6(6 +� C%4 CID Q� N ■ Um v� SEE SHEET -- 5 Aft _ CROOM LANE r (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL M L0 r w w LLJ a �= o O O d - N EXISTING GROUND � w - - 0.42 S=-0.25% S--0.50% PROPOSED WES1 FLOWLIN LO • �N• M M J __j Wd W 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a SAWCUT TABLE TAG STATION OFFSET ELEV. Q1 17+97.04 7.19 RT. 355.09 2� 17+97.04 8.19 RT. 355.09 30 18+54.62 8.18 RT. 355.19 ® 18+54.62 19.07 RT. 354.97 5L� 21+91.84 19.08 RT. 356.21 © 21+91.88 44.36 RT. 355.69 7� 22+45.91 44.28 RT. 355.89 ® 22+45.87 19.08 RT. 356.44 90 23+24.37 19.09 RT. 356.69 10 23+24.37 7.09 RT, 356.98 11 24+49.85 7.09 RT. 356.92 12 24+49.85 19.09 RT. 356.60 13 25+22.36 19.09 RT. 356.55 14 25+22.36 5.85 RT. 356.84 15 26+33.95 5.85 RT. 356.81 16 26+33.52 21.00 LT. 356.38 17 27+86.15 21.00 LT. 356.42 18 27+86.15 30.00 LT. 356.24 19 28+64.59 30.00 LT. 356.46 2�0 28+64.59 42.00 LT. 356.18 21 29+83.34 42.76 RT. 356.60 ©2 29+83.11 47.43 RT. 356.49 M h VERT. RVEco ^ '� a I� Y co Z 00 00 co L0 WN w w o: M M a �`� to LO Co W W W CJ J W > M W J W LO M CO Iq O W CO tf) >" W > W " M L6. - •- c� C I rj m ][ CO m M + Ln If) + O W Q d' D: a to tf) J N N a h W + m -}. co 00 JJ ~ C14 W N NN W > N Z a .3 C 9 Wm + <M •ROPOSE CENTERL NE N N U N N AT ST FLO NE z F m co �>•, E STING GR UND AT ST FLOWLINE m c; W N " N If � S=0.21% EXISTING GROUND A CENTERLI E _ _ 1 W t- __.._ W m y a 01' S-_0.25% L = .80' L = 47.45' - - - - - S 0. % _ =0.60% - - - - - ---- ---- -- -- ---- --- =0.20%-::--- PROPOSED 20% 21 5--0.21% S - - - _- _ _ -- --- - - - a ____ S=0.36% - - - - - -5--1.22% S=p.50q S - PROPOS D WEST OWLINE `�'•I In a, " M P OPOSED ST FLO NE ATS CUT LIN a i) M M L>,� > >LLJ 8 > W J W W J W 4 4 W 41 4 18+50 19+00 TAPER DATA N0. 1 CL STATION OFFSET FROM CL STA. 22+24.50 59.00 LT. STA. 22+29.50 58.92 LT. STA. 22+34.50 58.69 LT. STA. 22+39.50 58.31 LT. STA. 22+44.50 57.78 LT. STA. 22+49.50 57.09 LT. STA. 22+54.50 56.25 LT. STA. 22+59.50 55.33 LT. STA. 22+64.50 54.42 LT. STA. 22+69.50 53.50 LT. STA. 22+74.50 52.58 LT. STA. 22+79.50 51.67 LT. STA. 22+84.50 50.75 LT. STA. 22+89.50 49.91 LT. STA. 22+94.50 49.22 LT. STA. 22+99.50 48.69 LT. STA. 23+04.50 48.31 LT. STA. 23+09.50 48.08 LT. STA. 23+14.50 48.00 LT. TAPER DATA NO.<2> q STATION OFFSET FROM CL STA. 27+74.59 59.00 LT. STA. 27+79.59 58.92 LT. STA. 27+84.59 58.69 LT. STA. 27+89.59 58.31 LT. STA. 27+94.59 57.78 LT. STA. 27+99.59 57.09 LT. STA. 28+04.59 56.25 LT. STA. 28+09.59 55.33 LT. STA. 28+14.59 54.42 LT. STA. 28+19.59 53.50 LT. STA. 28+24.59 52.58 LT. STA. 28+29.59 51.67 LT. STA. 28+34.59 50.75 LT. STA. 28+39.59 49.91 LT. STA. 28+44.59 49.22 LT. STA. 28+49.59 48.69 LT. STA. 28+54.59 48.31 LT. STA. 28+59.59 48.08 LT. STA. 28+64.59 48.00 LT. TAPER DATA NO. 3 q STATION OFFSET FROM STA. 23+04.88 7.00 RT. STA. 23+09.88 7.71 RT. STA. 23+14.88 6.38 RT. STA. 23+19.88 5.95 RT. STA. 23+24.88 5.40 RT. STA. 23+29.88 4.73 RT. STA. 23+34.88 3.96 RT. STA. 23+39.88 3.07 RT. STA. 23+44.88 2.07 RT. STA. 23+49.88 0.96 RT. STA. 23+54.88 0.15 LT. STA. 23+59.88 1.15 LT. STA. 23+64.88 2.03 LT. STA. 23+69.88 2.81 LT. STA. 23+74.88 3.47 LT. STA. 23+79.88 4.02 LT. STA. 23+84.88 4.45 LT. STA. 23+89.88 4.78 LT. STA. 23+94.88 5.00 LT. 368 366 364 362 360 358 356 354 352 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 (STA. 21+64.44 TO 29+82.59) SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 31+00 SCALE: 1" = 5' VERTICAL o 0 o 00 O N Nd W1 W d N M � ^ t� t7 V LO > M Im7 M M M M M M M J ¢ 0 > > > > > > > W W W1 J �I W W JI W W W W W U W _I U J W a' :2 W W W Lt.! W W Z W Z 0 C7 W _ cc;¢_ Z Q tOR 0 d Z N a Y 0000 Y p j cp `-L Q tf) co DD p �' vi csi N M ¢ ¢ W cm Alf -i 1.1 1co O- W lam: tt� t[) m M Z O rx N O W mh mCAD 0+0 rn d V_ a%- �- WM dM N N =N LJ N W N N N0 N N MEDIA 4 OVER U = W `�' ¢ ¢ CEN RUNE t- t- t- ¢ t- ¢ t- cn U)cn ca to o cn v, wc� v' LL v) v' MEDIAN OVER CENTERLINE '- V) L`- N I I PROPOSED C NTERLINE PROFILE laof I'll PROPOS D CENTERLINE PRO LE S -0.07% S=0.41--- - EXISTIN MEDIAN OVER CENTERLINE EXI TING C TERLINE (STING G1 ZOUND E.P. TABLE TAG STATION OFFSET ELEV. 2�3 17+97.04 7.19 355.09' ® 17+97.10 1.94 355.20' ©5 18+50.84 2.05 355.30' 26 18+50.83 6.44 355.21' 27 19+00.83 6.55 355.34' ® 19+00.82 10.94 355.25' ® 19+50.82 11.04 355.43' ® 19+50.81 15.44 355.35' 31 20+00.81 15.54 355.53' 32 20+00.80 19.67 355.45' .33 20+47.80 19.77 355.62' ® 20+47.79 24.77 355.52' 35 21+63.79 25.00 356.04' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 (STA. 21+64.44 TO 29+82.59) LEGEND: LEGEND (CONT.): LEGEND (CONT._ SCALE: 1" „ 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1 = 5 VERTICAL ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER » -'- "R1-1" - STOP " " 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2 n END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" W31(CA) - END ELEV ELEVATION EVC END VERTICAL CURVE "R26( " DO NOT ENTER "W14-1" - DEAD END 2 ' "R3 -5R" NO PARKING _ „ _ SHEET WHERE � CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R - RIGHT TURN ONLY "W14 2 NO OUTLET SEC11ON IS SHOWN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "W1-7" - DOUBLE ARROW O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE W1-6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN -REFERO UNIT STANDARD PLAN R.S.P. A88A-CASE A. OF VERTICAL CURVE FC FINISH CONCRETE R RAN TO SEWER &STORM DRAIN PLANSFil FLOWLINE STATION -SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - NOTE: ® CONSTRUCT TYPE „M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PA PROPERTY LINE R/W RIGHT-OF-WAYREFER TO SEWER &STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1 O CO S RUCT 5.5' COMBINATION SIDEWALK PER C.O. . STD. ST -3. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q S; INSTALL YPE III BARRICADE PER CALTRANS STANDARD PLAN A73C @ EXISTING SURVEY MONUMENT 8 WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR -- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH ©SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCT( N F DJ CENT PHASE. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ r■•■• ■ ■ �• TRACT BOUNDARY FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /� SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS �- �/ STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q C.O.B. STD. ST -14. " " STANDARD SPECIFICATION PTH-02ALKYD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FROM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ALL POWER POLES TO BE RELOCATED UNDERGROUND. 11 RELOCATE . PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) COORDINATE APPLICAT10N OF,RELOCATION WITH PG&E. 12 PROTECT IN PLACE STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 m T.J J v) 00 0 U N U U O rn 6(6 +� C%4 CID Q� N ■ Um v� SEE SHEET -- 5 Aft _ CROOM LANE r (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL M L0 r w w LLJ a �= o O O d - N EXISTING GROUND � w - - 0.42 S=-0.25% S--0.50% PROPOSED WES1 FLOWLIN LO • �N• M M J __j Wd W 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a M h VERT. RVEco ^ '� a I� Y co Z 00 00 co L0 WN w w o: M M a �`� to LO Co W W W CJ J W > M W J W LO M CO Iq O W CO tf) >" W > W " M L6. - •- c� C I rj m ][ CO m M + Ln If) + O W Q d' D: a to tf) J N N a h W + m -}. co 00 JJ ~ C14 W N NN W > N Z a .3 C 9 Wm + <M •ROPOSE CENTERL NE N N U N N AT ST FLO NE z F m co �>•, E STING GR UND AT ST FLOWLINE m c; W N " N If � S=0.21% EXISTING GROUND A CENTERLI E _ _ 1 W t- __.._ W m y a 01' S-_0.25% L = .80' L = 47.45' - - - - - S 0. % _ =0.60% - - - - - ---- ---- -- -- ---- --- =0.20%-::--- PROPOSED 20% 21 5--0.21% S - - - _- _ _ -- --- - - - a ____ S=0.36% - - - - - -5--1.22% S=p.50q S - PROPOS D WEST OWLINE `�'•I In a, " M P OPOSED ST FLO NE ATS CUT LIN a i) M M L>,� > >LLJ 8 > W J W W J W 4 4 W 41 4 18+50 19+00 TAPER DATA N0. 1 CL STATION OFFSET FROM CL STA. 22+24.50 59.00 LT. STA. 22+29.50 58.92 LT. STA. 22+34.50 58.69 LT. STA. 22+39.50 58.31 LT. STA. 22+44.50 57.78 LT. STA. 22+49.50 57.09 LT. STA. 22+54.50 56.25 LT. STA. 22+59.50 55.33 LT. STA. 22+64.50 54.42 LT. STA. 22+69.50 53.50 LT. STA. 22+74.50 52.58 LT. STA. 22+79.50 51.67 LT. STA. 22+84.50 50.75 LT. STA. 22+89.50 49.91 LT. STA. 22+94.50 49.22 LT. STA. 22+99.50 48.69 LT. STA. 23+04.50 48.31 LT. STA. 23+09.50 48.08 LT. STA. 23+14.50 48.00 LT. TAPER DATA NO.<2> q STATION OFFSET FROM CL STA. 27+74.59 59.00 LT. STA. 27+79.59 58.92 LT. STA. 27+84.59 58.69 LT. STA. 27+89.59 58.31 LT. STA. 27+94.59 57.78 LT. STA. 27+99.59 57.09 LT. STA. 28+04.59 56.25 LT. STA. 28+09.59 55.33 LT. STA. 28+14.59 54.42 LT. STA. 28+19.59 53.50 LT. STA. 28+24.59 52.58 LT. STA. 28+29.59 51.67 LT. STA. 28+34.59 50.75 LT. STA. 28+39.59 49.91 LT. STA. 28+44.59 49.22 LT. STA. 28+49.59 48.69 LT. STA. 28+54.59 48.31 LT. STA. 28+59.59 48.08 LT. STA. 28+64.59 48.00 LT. TAPER DATA NO. 3 q STATION OFFSET FROM STA. 23+04.88 7.00 RT. STA. 23+09.88 7.71 RT. STA. 23+14.88 6.38 RT. STA. 23+19.88 5.95 RT. STA. 23+24.88 5.40 RT. STA. 23+29.88 4.73 RT. STA. 23+34.88 3.96 RT. STA. 23+39.88 3.07 RT. STA. 23+44.88 2.07 RT. STA. 23+49.88 0.96 RT. STA. 23+54.88 0.15 LT. STA. 23+59.88 1.15 LT. STA. 23+64.88 2.03 LT. STA. 23+69.88 2.81 LT. STA. 23+74.88 3.47 LT. STA. 23+79.88 4.02 LT. STA. 23+84.88 4.45 LT. STA. 23+89.88 4.78 LT. STA. 23+94.88 5.00 LT. 368 366 364 362 360 358 356 354 352 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 (STA. 21+64.44 TO 29+82.59) SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 31+00 SCALE: 1" = 5' VERTICAL o 0 o 00 O N Nd W1 W d N M � ^ t� t7 V LO > M Im7 M M M M M M M J ¢ 0 > > > > > > > W W W1 J �I W W JI W W W W W U W _I U J W a' :2 W W W Lt.! W W Z W Z 0 C7 W _ cc;¢_ Z Q tOR 0 d Z N a Y 0000 Y p j cp `-L Q tf) co DD p �' vi csi N M ¢ ¢ W cm Alf -i 1.1 1co O- W lam: tt� t[) m M Z O rx N O W mh mCAD 0+0 rn d V_ a%- �- WM dM N N =N LJ N W N N N0 N N MEDIA 4 OVER U = W `�' ¢ ¢ CEN RUNE t- t- t- ¢ t- ¢ t- cn U)cn ca to o cn v, wc� v' LL v) v' MEDIAN OVER CENTERLINE '- V) L`- N I I PROPOSED C NTERLINE PROFILE laof I'll PROPOS D CENTERLINE PRO LE S -0.07% S=0.41--- - EXISTIN MEDIAN OVER CENTERLINE EXI TING C TERLINE (STING G1 ZOUND E.P. TABLE TAG STATION OFFSET ELEV. 2�3 17+97.04 7.19 355.09' ® 17+97.10 1.94 355.20' ©5 18+50.84 2.05 355.30' 26 18+50.83 6.44 355.21' 27 19+00.83 6.55 355.34' ® 19+00.82 10.94 355.25' ® 19+50.82 11.04 355.43' ® 19+50.81 15.44 355.35' 31 20+00.81 15.54 355.53' 32 20+00.80 19.67 355.45' .33 20+47.80 19.77 355.62' ® 20+47.79 24.77 355.52' 35 21+63.79 25.00 356.04' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 (STA. 21+64.44 TO 29+82.59) LEGEND: LEGEND (CONT.): LEGEND (CONT._ SCALE: 1" „ 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1 = 5 VERTICAL ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER » -'- "R1-1" - STOP " " 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2 n END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" W31(CA) - END ELEV ELEVATION EVC END VERTICAL CURVE "R26( " DO NOT ENTER "W14-1" - DEAD END 2 ' "R3 -5R" NO PARKING _ „ _ SHEET WHERE � CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R - RIGHT TURN ONLY "W14 2 NO OUTLET SEC11ON IS SHOWN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "W1-7" - DOUBLE ARROW O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE W1-6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN -REFERO UNIT STANDARD PLAN R.S.P. A88A-CASE A. OF VERTICAL CURVE FC FINISH CONCRETE R RAN TO SEWER &STORM DRAIN PLANSFil FLOWLINE STATION -SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - NOTE: ® CONSTRUCT TYPE „M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PA PROPERTY LINE R/W RIGHT-OF-WAYREFER TO SEWER &STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1 O CO S RUCT 5.5' COMBINATION SIDEWALK PER C.O. . STD. ST -3. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q S; INSTALL YPE III BARRICADE PER CALTRANS STANDARD PLAN A73C @ EXISTING SURVEY MONUMENT 8 WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR -- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH ©SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCT( N F DJ CENT PHASE. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ r■•■• ■ ■ �• TRACT BOUNDARY FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /� SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS �- �/ STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q C.O.B. STD. ST -14. " " STANDARD SPECIFICATION PTH-02ALKYD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FROM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ALL POWER POLES TO BE RELOCATED UNDERGROUND. 11 RELOCATE . PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) COORDINATE APPLICAT10N OF,RELOCATION WITH PG&E. 12 PROTECT IN PLACE STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 m T.J J v) 00 0 U N U U O rn 6(6 +� C%4 CID Q� N ■ Um v� SEE SHEET -- 5 Aft _ CROOM LANE r (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL M L0 r w w LLJ a �= o O O d - N EXISTING GROUND � w - - 0.42 S=-0.25% S--0.50% PROPOSED WES1 FLOWLIN LO • �N• M M J __j Wd W 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a 18+50 19+00 TAPER DATA N0. 1 CL STATION OFFSET FROM CL STA. 22+24.50 59.00 LT. STA. 22+29.50 58.92 LT. STA. 22+34.50 58.69 LT. STA. 22+39.50 58.31 LT. STA. 22+44.50 57.78 LT. STA. 22+49.50 57.09 LT. STA. 22+54.50 56.25 LT. STA. 22+59.50 55.33 LT. STA. 22+64.50 54.42 LT. STA. 22+69.50 53.50 LT. STA. 22+74.50 52.58 LT. STA. 22+79.50 51.67 LT. STA. 22+84.50 50.75 LT. STA. 22+89.50 49.91 LT. STA. 22+94.50 49.22 LT. STA. 22+99.50 48.69 LT. STA. 23+04.50 48.31 LT. STA. 23+09.50 48.08 LT. STA. 23+14.50 48.00 LT. TAPER DATA NO.<2> q STATION OFFSET FROM CL STA. 27+74.59 59.00 LT. STA. 27+79.59 58.92 LT. STA. 27+84.59 58.69 LT. STA. 27+89.59 58.31 LT. STA. 27+94.59 57.78 LT. STA. 27+99.59 57.09 LT. STA. 28+04.59 56.25 LT. STA. 28+09.59 55.33 LT. STA. 28+14.59 54.42 LT. STA. 28+19.59 53.50 LT. STA. 28+24.59 52.58 LT. STA. 28+29.59 51.67 LT. STA. 28+34.59 50.75 LT. STA. 28+39.59 49.91 LT. STA. 28+44.59 49.22 LT. STA. 28+49.59 48.69 LT. STA. 28+54.59 48.31 LT. STA. 28+59.59 48.08 LT. STA. 28+64.59 48.00 LT. TAPER DATA NO. 3 q STATION OFFSET FROM STA. 23+04.88 7.00 RT. STA. 23+09.88 7.71 RT. STA. 23+14.88 6.38 RT. STA. 23+19.88 5.95 RT. STA. 23+24.88 5.40 RT. STA. 23+29.88 4.73 RT. STA. 23+34.88 3.96 RT. STA. 23+39.88 3.07 RT. STA. 23+44.88 2.07 RT. STA. 23+49.88 0.96 RT. STA. 23+54.88 0.15 LT. STA. 23+59.88 1.15 LT. STA. 23+64.88 2.03 LT. STA. 23+69.88 2.81 LT. STA. 23+74.88 3.47 LT. STA. 23+79.88 4.02 LT. STA. 23+84.88 4.45 LT. STA. 23+89.88 4.78 LT. STA. 23+94.88 5.00 LT. 368 366 364 362 360 358 356 354 352 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 (STA. 21+64.44 TO 29+82.59) SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 31+00 SCALE: 1" = 5' VERTICAL o 0 o 00 O N Nd W1 W d N M � ^ t� t7 V LO > M Im7 M M M M M M M J ¢ 0 > > > > > > > W W W1 J �I W W JI W W W W W U W _I U J W a' :2 W W W Lt.! W W Z W Z 0 C7 W _ cc;¢_ Z Q tOR 0 d Z N a Y 0000 Y p j cp `-L Q tf) co DD p �' vi csi N M ¢ ¢ W cm Alf -i 1.1 1co O- W lam: tt� t[) m M Z O rx N O W mh mCAD 0+0 rn d V_ a%- �- WM dM N N =N LJ N W N N N0 N N MEDIA 4 OVER U = W `�' ¢ ¢ CEN RUNE t- t- t- ¢ t- ¢ t- cn U)cn ca to o cn v, wc� v' LL v) v' MEDIAN OVER CENTERLINE '- V) L`- N I I PROPOSED C NTERLINE PROFILE laof I'll PROPOS D CENTERLINE PRO LE S -0.07% S=0.41--- - EXISTIN MEDIAN OVER CENTERLINE EXI TING C TERLINE (STING G1 ZOUND E.P. TABLE TAG STATION OFFSET ELEV. 2�3 17+97.04 7.19 355.09' ® 17+97.10 1.94 355.20' ©5 18+50.84 2.05 355.30' 26 18+50.83 6.44 355.21' 27 19+00.83 6.55 355.34' ® 19+00.82 10.94 355.25' ® 19+50.82 11.04 355.43' ® 19+50.81 15.44 355.35' 31 20+00.81 15.54 355.53' 32 20+00.80 19.67 355.45' .33 20+47.80 19.77 355.62' ® 20+47.79 24.77 355.52' 35 21+63.79 25.00 356.04' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 (STA. 21+64.44 TO 29+82.59) LEGEND: LEGEND (CONT.): LEGEND (CONT._ SCALE: 1" „ 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1 = 5 VERTICAL ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER » -'- "R1-1" - STOP " " 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2 n END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" W31(CA) - END ELEV ELEVATION EVC END VERTICAL CURVE "R26( " DO NOT ENTER "W14-1" - DEAD END 2 ' "R3 -5R" NO PARKING _ „ _ SHEET WHERE � CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R - RIGHT TURN ONLY "W14 2 NO OUTLET SEC11ON IS SHOWN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "W1-7" - DOUBLE ARROW O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE W1-6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN -REFERO UNIT STANDARD PLAN R.S.P. A88A-CASE A. OF VERTICAL CURVE FC FINISH CONCRETE R RAN TO SEWER &STORM DRAIN PLANSFil FLOWLINE STATION -SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - NOTE: ® CONSTRUCT TYPE „M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PA PROPERTY LINE R/W RIGHT-OF-WAYREFER TO SEWER &STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1 O CO S RUCT 5.5' COMBINATION SIDEWALK PER C.O. . STD. ST -3. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q S; INSTALL YPE III BARRICADE PER CALTRANS STANDARD PLAN A73C @ EXISTING SURVEY MONUMENT 8 WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR -- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH ©SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCT( N F DJ CENT PHASE. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ r■•■• ■ ■ �• TRACT BOUNDARY FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /� SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS �- �/ STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q C.O.B. STD. ST -14. " " STANDARD SPECIFICATION PTH-02ALKYD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FROM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ALL POWER POLES TO BE RELOCATED UNDERGROUND. 11 RELOCATE . PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) COORDINATE APPLICAT10N OF,RELOCATION WITH PG&E. 12 PROTECT IN PLACE STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 m T.J J v) 00 0 U N U U O rn 6(6 +� C%4 CID Q� N ■ Um v� SEE SHEET -- 5 Aft _ CROOM LANE r (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL M L0 r w w LLJ a �= o O O d - N EXISTING GROUND � w - - 0.42 S=-0.25% S--0.50% PROPOSED WES1 FLOWLIN LO • �N• M M J __j Wd W 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a 368 366 364 362 360 358 356 354 352 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 (STA. 21+64.44 TO 29+82.59) SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 31+00 SCALE: 1" = 5' VERTICAL o 0 o 00 O N Nd W1 W d N M � ^ t� t7 V LO > M Im7 M M M M M M M J ¢ 0 > > > > > > > W W W1 J �I W W JI W W W W W U W _I U J W a' :2 W W W Lt.! W W Z W Z 0 C7 W _ cc;¢_ Z Q tOR 0 d Z N a Y 0000 Y p j cp `-L Q tf) co DD p �' vi csi N M ¢ ¢ W cm Alf -i 1.1 1co O- W lam: tt� t[) m M Z O rx N O W mh mCAD 0+0 rn d V_ a%- �- WM dM N N =N LJ N W N N N0 N N MEDIA 4 OVER U = W `�' ¢ ¢ CEN RUNE t- t- t- ¢ t- ¢ t- cn U)cn ca to o cn v, wc� v' LL v) v' MEDIAN OVER CENTERLINE '- V) L`- N I I PROPOSED C NTERLINE PROFILE laof I'll PROPOS D CENTERLINE PRO LE S -0.07% S=0.41--- - EXISTIN MEDIAN OVER CENTERLINE EXI TING C TERLINE (STING G1 ZOUND E.P. TABLE TAG STATION OFFSET ELEV. 2�3 17+97.04 7.19 355.09' ® 17+97.10 1.94 355.20' ©5 18+50.84 2.05 355.30' 26 18+50.83 6.44 355.21' 27 19+00.83 6.55 355.34' ® 19+00.82 10.94 355.25' ® 19+50.82 11.04 355.43' ® 19+50.81 15.44 355.35' 31 20+00.81 15.54 355.53' 32 20+00.80 19.67 355.45' .33 20+47.80 19.77 355.62' ® 20+47.79 24.77 355.52' 35 21+63.79 25.00 356.04' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 (STA. 21+64.44 TO 29+82.59) LEGEND: LEGEND (CONT.): LEGEND (CONT._ SCALE: 1" „ 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1 = 5 VERTICAL ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER » -'- "R1-1" - STOP " " 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2 n END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" W31(CA) - END ELEV ELEVATION EVC END VERTICAL CURVE "R26( " DO NOT ENTER "W14-1" - DEAD END 2 ' "R3 -5R" NO PARKING _ „ _ SHEET WHERE � CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R - RIGHT TURN ONLY "W14 2 NO OUTLET SEC11ON IS SHOWN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "W1-7" - DOUBLE ARROW O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE W1-6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN -REFERO UNIT STANDARD PLAN R.S.P. A88A-CASE A. OF VERTICAL CURVE FC FINISH CONCRETE R RAN TO SEWER &STORM DRAIN PLANSFil FLOWLINE STATION -SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - NOTE: ® CONSTRUCT TYPE „M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PA PROPERTY LINE R/W RIGHT-OF-WAYREFER TO SEWER &STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1 O CO S RUCT 5.5' COMBINATION SIDEWALK PER C.O. . STD. ST -3. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q S; INSTALL YPE III BARRICADE PER CALTRANS STANDARD PLAN A73C @ EXISTING SURVEY MONUMENT 8 WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR -- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH ©SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCT( N F DJ CENT PHASE. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ r■•■• ■ ■ �• TRACT BOUNDARY FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /� SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS �- �/ STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q C.O.B. STD. ST -14. " " STANDARD SPECIFICATION PTH-02ALKYD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FROM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ALL POWER POLES TO BE RELOCATED UNDERGROUND. 11 RELOCATE . PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) COORDINATE APPLICAT10N OF,RELOCATION WITH PG&E. 12 PROTECT IN PLACE STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 m T.J J v) 00 0 U N U U O rn 6(6 +� C%4 CID Q� N ■ Um v� SEE SHEET -- 5 Aft _ CROOM LANE r (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL M L0 r w w LLJ a �= o O O d - N EXISTING GROUND � w - - 0.42 S=-0.25% S--0.50% PROPOSED WES1 FLOWLIN LO • �N• M M J __j Wd W 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a E.P. TABLE TAG STATION OFFSET ELEV. 2�3 17+97.04 7.19 355.09' ® 17+97.10 1.94 355.20' ©5 18+50.84 2.05 355.30' 26 18+50.83 6.44 355.21' 27 19+00.83 6.55 355.34' ® 19+00.82 10.94 355.25' ® 19+50.82 11.04 355.43' ® 19+50.81 15.44 355.35' 31 20+00.81 15.54 355.53' 32 20+00.80 19.67 355.45' .33 20+47.80 19.77 355.62' ® 20+47.79 24.77 355.52' 35 21+63.79 25.00 356.04' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 (STA. 21+64.44 TO 29+82.59) LEGEND: LEGEND (CONT.): LEGEND (CONT._ SCALE: 1" „ 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1 = 5 VERTICAL ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER » -'- "R1-1" - STOP " " 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2 n END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" W31(CA) - END ELEV ELEVATION EVC END VERTICAL CURVE "R26( " DO NOT ENTER "W14-1" - DEAD END 2 ' "R3 -5R" NO PARKING _ „ _ SHEET WHERE � CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R - RIGHT TURN ONLY "W14 2 NO OUTLET SEC11ON IS SHOWN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "W1-7" - DOUBLE ARROW O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE W1-6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN -REFERO UNIT STANDARD PLAN R.S.P. A88A-CASE A. OF VERTICAL CURVE FC FINISH CONCRETE R RAN TO SEWER &STORM DRAIN PLANSFil FLOWLINE STATION -SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - NOTE: ® CONSTRUCT TYPE „M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PA PROPERTY LINE R/W RIGHT-OF-WAYREFER TO SEWER &STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1 O CO S RUCT 5.5' COMBINATION SIDEWALK PER C.O. . STD. ST -3. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q S; INSTALL YPE III BARRICADE PER CALTRANS STANDARD PLAN A73C @ EXISTING SURVEY MONUMENT 8 WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR -- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH ©SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCT( N F DJ CENT PHASE. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ r■•■• ■ ■ �• TRACT BOUNDARY FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /� SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS �- �/ STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q C.O.B. STD. ST -14. " " STANDARD SPECIFICATION PTH-02ALKYD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FROM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ALL POWER POLES TO BE RELOCATED UNDERGROUND. 11 RELOCATE . PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) COORDINATE APPLICAT10N OF,RELOCATION WITH PG&E. 12 PROTECT IN PLACE STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 m T.J J v) 00 0 U N U U O rn 6(6 +� C%4 CID Q� N ■ Um v� SEE SHEET -- 5 Aft _ CROOM LANE r (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL M L0 r w w LLJ a �= o O O d - N EXISTING GROUND � w - - 0.42 S=-0.25% S--0.50% PROPOSED WES1 FLOWLIN LO • �N• M M J __j Wd W 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 (STA. 21+64.44 TO 29+82.59) LEGEND: LEGEND (CONT.): LEGEND (CONT._ SCALE: 1" „ 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1 = 5 VERTICAL ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LETTER » -'- "R1-1" - STOP " " 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2 n END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" W31(CA) - END ELEV ELEVATION EVC END VERTICAL CURVE "R26( " DO NOT ENTER "W14-1" - DEAD END 2 ' "R3 -5R" NO PARKING _ „ _ SHEET WHERE � CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R - RIGHT TURN ONLY "W14 2 NO OUTLET SEC11ON IS SHOWN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "W1-7" - DOUBLE ARROW O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE W1-6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN -REFERO UNIT STANDARD PLAN R.S.P. A88A-CASE A. OF VERTICAL CURVE FC FINISH CONCRETE R RAN TO SEWER &STORM DRAIN PLANSFil FLOWLINE STATION -SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - NOTE: ® CONSTRUCT TYPE „M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PA PROPERTY LINE R/W RIGHT-OF-WAYREFER TO SEWER &STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1 O CO S RUCT 5.5' COMBINATION SIDEWALK PER C.O. . STD. ST -3. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q S; INSTALL YPE III BARRICADE PER CALTRANS STANDARD PLAN A73C @ EXISTING SURVEY MONUMENT 8 WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR -- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AT END OF TEMPORARY TURN AROUND IF ADJACENT PHASE IS NOT AND SEWER DETAILS. CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH ©SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CONSTRUCT( N F DJ CENT PHASE. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ■ ■ ■ ■ r■•■• ■ ■ �• TRACT BOUNDARY FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /� SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS �- �/ STANDARD OR APPROVED EQUAL. PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q C.O.B. STD. ST -14. " " STANDARD SPECIFICATION PTH-02ALKYD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FROM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ALL POWER POLES TO BE RELOCATED UNDERGROUND. 11 RELOCATE . PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) COORDINATE APPLICAT10N OF,RELOCATION WITH PG&E. 12 PROTECT IN PLACE STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 m T.J J v) 00 0 U N U U O rn 6(6 +� C%4 CID Q� N ■ Um v� SEE SHEET -- 5 Aft _ CROOM LANE r (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL M L0 r w w LLJ a �= o O O d - N EXISTING GROUND � w - - 0.42 S=-0.25% S--0.50% PROPOSED WES1 FLOWLIN LO • �N• M M J __j Wd W 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 m T.J J v) 00 0 U N U U O rn 6(6 +� C%4 CID Q� N ■ Um v� SEE SHEET -- 5 Aft _ CROOM LANE r (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL M L0 r w w LLJ a �= o O O d - N EXISTING GROUND � w - - 0.42 S=-0.25% S--0.50% PROPOSED WES1 FLOWLIN LO • �N• M M J __j Wd W 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL M co � tet' tt) tt) M > W W J r J W w . ¢ Co z O C5 oda - + cn EXISTING GROUND a,C3.9 w Li - - - - -"T 31.42 5=-0.257. S=-0.50% 41 PR POSED E ST FLOWI.INE7 a M M W WIA: 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a 368 366 364 362 360 358 356 354 352 350 29+00 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1",P: 5 VERTICAL REVISION`r�7" 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: l (( l 1 DANIEL PADILLA R.C.E. 67008 DATE Know what's below. 0811 before you dig. rn 0 t- rn Q d- o vo- 0Wtt z LL_ I Q J W pi U 00 j w to 0 Q � ..' W Y m SCALE: 1 50' • 09 50S•• 1.1-6663 Ph 1 & 2 CITY RECORDS NO: a M -� N V) N Z d oZ Fno �Z W Z W W cr h W d- � 0r - Co CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a CO) c Z W .- IL J W Z W0 J J a _=00 a o. � a: 0 C� Uco C o z co Z 0 ~�0 W a:GC crW I-. W it (� = P: U) /) M C �/ J o o 0 0 M W 0 3 a i � I W cor r .r-.I�r r_ r r 57 fi f7 _q q5 t - I 54 �� I I 27 4 { _ i � �: 7 J J / I 0 LS LA: M J ^ � O _ cV N N coy(Y Z V N "j -j -i i N d- { O 4* 'It � C,j U 1 � _ G9 J -�- m±� 56 Jt� Jp �p CSM ODM J _-- _ U { { O ' -- �y�NN M C3 Mto Mto d O r------ to ` Q <= M a tM O C1 c� i Q / 55 { ' to I- f- d- a '�' / �'� aD W + W �� I Q C i �rM ON ON 28 5 Wh WN \ / Q�; Q� --j j Fr- pz � CL N N ` 29 W N i J O h h --i tV ' r1%. i TEMPORARY Z r W+ z, z o N o W+ rn rn rn - / � w rn i SUMP / W m o co Q 5 Q TYPE IVR o a o d � © m o N o ' 4 .C. IL 25 N t- W �- N { z of m m ARROW TYP. W w W \� �/ N { ao co m STA. 20+40.12 C.L. 1.00 LT:'E c� .¢ ( ) cz-, d z t i N ..�� , ARROW (TYP.) R 1 m v''i m ii< w v� t + C4 z( - _ _ _ -c'' i 10 - - 8 L _ _ _ z w� p� �h { $ __ -- I WN + W at ' I I Z �- '- ''Lzi a a EXISTING MEDIAN CURB .C.` DETAIL 27B _ DETAIL 27B (TYP.) _/� N TRACT BOUNDARY REMOVE m N N cn TO BE REMOVED E•P• STA. 21+63.84 C.L. 19.03 LT. !�" M 11 R26 CA SIGN 12 12 j DETAIL 8 (TYP.) EXISTING ' -1 I_ R26 (CA) SIGN 11 ( ) STRIPE C2 PAR/W �- 0 Z 1 i VARIES 0 g' 7' 1 _ 41' TO 52' _ 1- 7' _ 1111m I z PROPOSED i MEDIAN CURB EX1S11NG MEDIAN � M IA ' - o CURB TO REMAIN ' 2•� W iI o 0 o t 17+00 ' ' - ---I- - - -1--- - * PROPOSED TYPE 'B' 0.5' COMPACTED O.G. TO 1.70' AGG. BASE CURB & GUTTER 95% RELATIVE DENSITY 0.45' A.C. PAVING C1 t* CONTRACTOR TO VERIFY ' NTcITALLLAIN PRIOR RB 0 ASHE ROAD SECTION AND GUTTER B STA 21+64.27 TO 24+00.95 ' 8R SCALE: 1 "=10' HORIZONTAL 1 "=5' VERTICAL P/L R/W TI = 8.5 R=8 a to ,� I I VARIES N �'• ' i 9' I 7' 27.20` TO 60.x' to N N 04 U N_j U ' 6' 0 0 E- M I Z z a co t� BLOCK WALL I o MEDIAN -� - + o + F_- J CURB ENV -r ' 2.0Y `` m L COMBINATION 1.70' AGG. BASE 0.5' COMPACTED O.G. TO SIDEWALK 95% RELATIVE DENSITY * PROPOSED TYPE 'B' 0.45' A.C. PAVING CURB & GUTTER * CONTRACTOR TO VERIFY 0 ASHE ROAD SECTION 2% SLOPE PRIOR TO INSTALLATION OF CURB C STA 24+00.95 TO 24+48.16 AND GUTTER 8R SCALE: 1 "=10' HORIZONTAL 1 "=5' VERTICAL TI = 8.5 R=8 LEGEND: LEGEND (CONTJ: ABBREVIA71ONS R1-1 FL FLOWLINE POVC POINT ON VERTICAL CURVE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T i CL CENTERLINE BVC BEGIN VERTICAL CURVE "R1-1" - STOP "WI -7" - DOUBLE ARROW ELEV ELEVATION EVC END VERTICAL CURVE "R6-1' - ONE WAY "W1-6" - SINGLE ARROW BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 'R5-1' - DO NOT ENTER "W1-1' - CURVE ARROW ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)' - NO PARKING "W3-3" - SIGNAL AHEAD BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R - RIGHT TURN ONLY "W3-1" - STOP AHEAD EC END CURVE TC TOP OF CURB "R4-7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R81(CA)" BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT OF VERTICAL CURVE FC FINISH CONCRETE 'W31(CA)" - END "S4-3" - SCHOOL P.O.C. POINT ON CURVE FC FINISHED CONCRETE "W14-1" - DEAD END "R2-1" - SPEED LIMIT 20 P/L PROPERTY UNE R/W RIGHT-OF-WAY 'W14-2" - NO OUTLET 19-20 - LANE ENDS MERGE LEFT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT mBIKE LANE MARKINGS PER CALTRANS STANDARD A24D AND A24E F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW UNE 1 CALTRANS TYPE IV ARROW - - RIGHT OF WAY LEFT OR RIGHT AS APPLICABLE �+ EDGE OF PAVEMENT CALTRANS TYPE 1 (10) ARROW MEDIAN CALTRANS TYPE V1 ARROW 39 CALTRANS MARKER OR STRIPING DETAIL NUMBER CALTRANS TYPE VIII ARROW 39 T CALTRANS TYPE VII ARROW TEMPORARY CALTRANS MARKER OR STRIPING DETAIL NUMBER LEFT OR RIGHT AS APPLICABLE 39 F FUTURE CALTRANS MARKER OR STRIPING DETAIL NUMBER CALTRANS TYPE III ARROW LEFT OR RIGHT AS APPLICABLE �. CALTRANS TYPE 1 (18) ARROW CALTRANS TYPE III B ARROW (STA. 17+06.09 TO 33+32.60) EP +vARIEs SCALE: 1" = 50' HORIZONTAL �dEE TABLE t-- W NJ PROPOSED MEDIAN CURB PA R/W o 1 1 BLOCK 6' WALL i Q OZJ O -� • m f-- 4 Q$ W ,01, GRIND AND OVERLAY B (MATCH AT q) i 12� 1 0 0 0 1 COMBINATION 1.70' AGG. BASE 0.5' COMPACTED O.G. TO SIDEWALK 95% RELATIVE DENSITY * PROPOSED TYPE "B" 0.45' A.C. PAVING CURB & GUTTER * CONTRACTOR TO VERIFY A ASHE ROAD SEC11ON 2% SLOPE PRIOR TO INSTALLATION OF CURB D STA 24+48.16 TO 25+21.86 AND GUTTER $R SCALE: I "=10' HORIZONTAL 1 =5' VERTICAL TI = 8.5 R=8 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 1500.00' 62.32' 31.16' 2'22'49" C2 1500.00' 123.77' 61.92' 4'43'39" m t VALES PROTECT IN PLACE EXIST. MEDIAN CURB 1.70' AGO. BASE -J LO.5! COMPACTED O.G. TO 0.45' A.C. PAVtA1G 95X RELATIVE DENSITY f N REMOVE EXIST MEDIAN CURB 0 ASHE ROAD SECTION F STA 25+20.74 TO 26+33.89 �8RJ SCALE: 1" ;10' HORIZONTAL 1 =5 VERTICAL PIA R/W TI = 8.5 R=8 I i VARIES 1 r TO 33' VARIES 9' 7' 1 SEE SAWCUT TABLE nN SHEET 7 1 19' TO 3 1 -' Z VARIES BLOCK 3Q 1.35% TO WALL , 2.09. `` I j 2.0% 2.63 jI I I COMBINATION SIDEWALK * PROPOSED TYPE 'B" CURB & GUTTER L0.5' COMPACTED O.G. TO * CONTRACTOR TO VERIFY 1.70' AGG. BASEJ 95% RELATIVE DENSITY 2% SLOPE PRIOR TO 0.45' A.C. PAVING INSTALLATION OF CURB 0 ASHE ROAD SECTION AND GUTTER G STA 26+33.89 TO 29+82.59 8R SCALE: 1"=10* HORIZONTAL 1 "=5' VERTICAL �--' TI = 8.5 R=8 EXISTING MEDIAN LEGEND (CONT.): a 0 VARIES m .VARIES CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 i TO 26.75! r IAW U 4 H MEDIAN CURB 3 v PROTECT IN PLACE EXIST. MEDIAN CURB 1.70' AGO. BASE -J LO.5! COMPACTED O.G. TO 0.45' A.C. PAVtA1G 95X RELATIVE DENSITY f N REMOVE EXIST MEDIAN CURB 0 ASHE ROAD SECTION F STA 25+20.74 TO 26+33.89 �8RJ SCALE: 1" ;10' HORIZONTAL 1 =5 VERTICAL PIA R/W TI = 8.5 R=8 I i VARIES 1 r TO 33' VARIES 9' 7' 1 SEE SAWCUT TABLE nN SHEET 7 1 19' TO 3 1 -' Z VARIES BLOCK 3Q 1.35% TO WALL , 2.09. `` I j 2.0% 2.63 jI I I COMBINATION SIDEWALK * PROPOSED TYPE 'B" CURB & GUTTER L0.5' COMPACTED O.G. TO * CONTRACTOR TO VERIFY 1.70' AGG. BASEJ 95% RELATIVE DENSITY 2% SLOPE PRIOR TO 0.45' A.C. PAVING INSTALLATION OF CURB 0 ASHE ROAD SECTION AND GUTTER G STA 26+33.89 TO 29+82.59 8R SCALE: 1"=10* HORIZONTAL 1 "=5' VERTICAL �--' TI = 8.5 R=8 EXISTING MEDIAN LEGEND (CONT.): CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 N CALTRANS TYPE II ARROW LEFT OR RIGHT AS APPLICABLE CALTRANS TYPE II B ARROW O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 zZ STOP "STOP" MARKING PER CALTRANS STANDARDS O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SCALE: 1 " = 50' AHEAD 'MEAD' MARKING PER CALTRANS STANDARDS 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 50' 25' 0' 50' 100' " g HANDICAP MARKING PER CALTRANS STANDARDS UNIT STANDARD PLAN R.S.P. A88A-CASE A. 1� "RR XING' MARKING PER CALTRANS STANDARDS CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. J FUTURE CALTRANS STRIPING AND MARKINGS, TYPICAL 0 CONSTRUCT ONE MEDIAN OPENING PER C.O.B. STD. T8. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS .� � CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 1 ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS INSTALL P III BA RICADE PE CALT AN S ANDARD PLAN A73C Q g WITH W-31(CA) SIGN AND OM4-3 MARKER AT PHASE BOUNDARY OR STANDARD SPECIFICATION PTH-02ALKYD AT END OF TEMPORARY: TURN AROUND IF ADJACENT PHASE IS NOT ALL TEMPORARY STRIPING AND MARKING DESIGNATED CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH Z WITH (T) SHALL BE STRIPING TAPE (SSP) OR CONSTRUCTI N F DJACENT P AS REVISION 40-17-0 WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS O SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS APPROVED B . R A. McINTOSH R.C.E. 33322 DATE Know what's below. STANDARD SPECIFICATION PTH-02ALKYD, UNLESS DETAIL ON SHEET 1. OTHERWISE INDICATED. 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Cali before you dig. STANDARD SPECIFICATION PTH--02ALKYD. 0 REVISION 11 RELOCATE APPROVED BY: ! t DA IEL PADILLA R.C.E. 67008 DATE 12 PROTECT IN PLACE h m J N �o zZ No J Q W Z Q 0 W h a Co D