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R r :. x i x ■: i � ! � ! ♦ i i rt• w r ! !: 3 rt: s w r t► F i ! 3 7 1..' i !:, x r i! !! x rY _ x * 1► r ii i 1Y k '� R a !. 3 'li R i i • k r i ! ii i i � ! Y ! ! ! • • r r r Y 2 i k X ! ! ! a w w ! A f i i i i ! ! ! ! I♦ ! ■ w ! ! K Y • ■ i i w !, . Il r r ! 3 i 7 ! ! ! r ! ! F # i i r i ^ i ! ! k' 4 k ! ! i ' �i i _ x i i♦ ! # i ! ! ! ! w r r x , i i• • ! -i ! ! ! ii, i i ! r r ! ! • k : # ! r, ! # M • �„ r w ! , w :i �,. !; .,:. # * a i :. + � i i � R A �.r !KAI y■ L q TEMPORARY FLOWAGE & DRAINAGE i BLANKET r ENTIRE PER LiIC. # 219008716 7-11CIA ITT i. NOSCALE MRE TRACT I. 16 17 1 24 q 25 / 7 1 26 / 6 / 2 27 �� / 5 / 2 / 4 29 PROJECT MAP30 31 c 32 ®I sz / ;::�� s .F 1 1 / 6 / / 17 q \ 0 31 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY i O :, DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL r'is FOR WORK AREA A UNTIL A STREET PERMIT NTH APPROPRIATE I SECURITY AND INSURANCE HAS BEEN OBTAINE i 2. ALL BE , PRIVATELY FACILITIES l1. UNLESS OTHERWISE . 'I PLAN. 3. ALL MATERIALS .iC SUPPLIED P O i PROJECT WILL REQUIRE 1, CER11FICATE OF COMPLIANCE .: STATING THAT THE REQUIREMENTS & STANDARDS FORTH ., SET OF i l i iu r■I 111lbill THESE PLANS r L AND j i . :. WERE PREPARED Illi: i i • �` w► i.; COMPLYUNDER MY N AND TO THE BEST OF MY KNOWLEDGE AND BELIEF BAKERSFIELD!i } STANDARDS, AND DESIGN CRITERIA rJ a I♦ INCLUDE ALL IMPROVEMENT ': r REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. i I AM RESPONSIBLE FOR ALL CALCULAT'IONS AND DRAWINGS ON THESE PLANS A III': ANY ERRORS, :• i OMISSIONS, OR i] • .., THOSE ORDINANCES, xA i AND DESIGN CRITERIA :.a.#, a i, DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECT'JONS WILL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE CITY ENGINEER. /0 x IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTA-nVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC is YF DEPARTMENT. r}.. i y IMPROVEMENTS ll r HEREIN ARE i /•Y..: 3 AND ARE TO BE PRIVATELY i x J, fR R WORKS! r R R rDIRECTOR i a r r �; DDATE R.C.E. ♦•9 27 REVIEWED BY: LIF STUART PATTESON,ASSISTANTPUBLIC DIRECTOR R r'; DATE: 44898 001� REVIEWED BY: ��� RYAN STARBUCK, TRAFFIC ENGINEER THE BEARING OF N 01*02'20* E SHOWN FOR THE EAST LINE SECTION R. } e i rr # ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS BEARING SHOWNHEREON. BENCHMARK TOP OF CONCRETE AT INTERSECTION AVENUE AND ALLEN * ALSO M THE NORTHWEST CORNER OF SECTION 12, j 367.96' i 88 CALL 811 (1-800-642-2444) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING - INITIAL DAY OF FOR MARKING THE UNDERGROUND Yi y iY CONTACT) ADVANCE INCLUDING NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. NTH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF COVER is BE OVER i ! ■ i ! i i ! ! r ! i i ! * w ! • ! t i i' ! ! i i 1r ! i ! ! ! x k w � ! i s is � • i ',. i � ,, % ! w ! # : # i! ! i i i ! ! •, i! iilli !, x # w r r ! ! what's AW rf "_ before .er. a, I I Tj rrl ii r li t liji� lli r� ui CL. 11 AGG. BASE IIII 11 I I II II Illlf I I, 111111 II If h l: 11 III w ■ Y, i, ■ .., � s TION s .F 1 1 / 6 / / 17 q \ 0 31 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY i O :, DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL r'is FOR WORK AREA A UNTIL A STREET PERMIT NTH APPROPRIATE I SECURITY AND INSURANCE HAS BEEN OBTAINE i 2. ALL BE , PRIVATELY FACILITIES l1. UNLESS OTHERWISE . 'I PLAN. 3. ALL MATERIALS .iC SUPPLIED P O i PROJECT WILL REQUIRE 1, CER11FICATE OF COMPLIANCE .: STATING THAT THE REQUIREMENTS & STANDARDS FORTH ., SET OF i l i iu r■I 111lbill THESE PLANS r L AND j i . :. WERE PREPARED Illi: i i • �` w► i.; COMPLYUNDER MY N AND TO THE BEST OF MY KNOWLEDGE AND BELIEF BAKERSFIELD!i } STANDARDS, AND DESIGN CRITERIA rJ a I♦ INCLUDE ALL IMPROVEMENT ': r REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. i I AM RESPONSIBLE FOR ALL CALCULAT'IONS AND DRAWINGS ON THESE PLANS A III': ANY ERRORS, :• i OMISSIONS, OR i] • .., THOSE ORDINANCES, xA i AND DESIGN CRITERIA :.a.#, a i, DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECT'JONS WILL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE CITY ENGINEER. /0 x IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTA-nVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC is YF DEPARTMENT. r}.. i y IMPROVEMENTS ll r HEREIN ARE i /•Y..: 3 AND ARE TO BE PRIVATELY i x J, fR R WORKS! r R R rDIRECTOR i a r r �; DDATE R.C.E. ♦•9 27 REVIEWED BY: LIF STUART PATTESON,ASSISTANTPUBLIC DIRECTOR R r'; DATE: 44898 001� REVIEWED BY: ��� RYAN STARBUCK, TRAFFIC ENGINEER THE BEARING OF N 01*02'20* E SHOWN FOR THE EAST LINE SECTION R. } e i rr # ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS BEARING SHOWNHEREON. BENCHMARK TOP OF CONCRETE AT INTERSECTION AVENUE AND ALLEN * ALSO M THE NORTHWEST CORNER OF SECTION 12, j 367.96' i 88 CALL 811 (1-800-642-2444) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING - INITIAL DAY OF FOR MARKING THE UNDERGROUND Yi y iY CONTACT) ADVANCE INCLUDING NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. NTH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF COVER is BE OVER i ! ■ i ! i i ! ! r ! i i ! * w ! • ! t i i' ! ! i i 1r ! i ! ! ! x k w � ! i s is � • i ',. i � ,, % ! w ! # : # i! ! i i i ! ! •, i! iilli !, x # w r r ! ! what's AW rf "_ before .er. a, I I PAVING rrl ii r li t liji� lli r� ui CL. 11 AGG. BASE IIII 11 I I II II Illlf I I, 111111 II If h l: 11 III w ■ Y, i, ■ .., � s TION :. ■r _. CONCRETE ARKING SUBGRADE • r I III I■I IiI SII a IIIIII iris lila illi ulrl IIIIII rlll Illlrlu piiilii Cpl lul puN� �IIIIIII �Iul Ilq ■ r ■ ,rr • 6 � Ii ILII III 1 r Illr III � I II I IIIIII II I I • �I I II III Ir rl r: I II L II III II r r II L I I N A INI IIII IIII IMII I I .... HANDICAP Ai ■APILST h l i 6.666 6666 DSTREET NAME SIGNS 1 5800 ri .f rur LOCAL STREETS s .F 1 1 / 6 / / 17 q \ 0 31 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY i O :, DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL r'is FOR WORK AREA A UNTIL A STREET PERMIT NTH APPROPRIATE I SECURITY AND INSURANCE HAS BEEN OBTAINE i 2. ALL BE , PRIVATELY FACILITIES l1. UNLESS OTHERWISE . 'I PLAN. 3. ALL MATERIALS .iC SUPPLIED P O i PROJECT WILL REQUIRE 1, CER11FICATE OF COMPLIANCE .: STATING THAT THE REQUIREMENTS & STANDARDS FORTH ., SET OF i l i iu r■I 111lbill THESE PLANS r L AND j i . :. WERE PREPARED Illi: i i • �` w► i.; COMPLYUNDER MY N AND TO THE BEST OF MY KNOWLEDGE AND BELIEF BAKERSFIELD!i } STANDARDS, AND DESIGN CRITERIA rJ a I♦ INCLUDE ALL IMPROVEMENT ': r REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. i I AM RESPONSIBLE FOR ALL CALCULAT'IONS AND DRAWINGS ON THESE PLANS A III': ANY ERRORS, :• i OMISSIONS, OR i] • .., THOSE ORDINANCES, xA i AND DESIGN CRITERIA :.a.#, a i, DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECT'JONS WILL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE CITY ENGINEER. /0 x IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTA-nVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC is YF DEPARTMENT. r}.. i y IMPROVEMENTS ll r HEREIN ARE i /•Y..: 3 AND ARE TO BE PRIVATELY i x J, fR R WORKS! r R R rDIRECTOR i a r r �; DDATE R.C.E. ♦•9 27 REVIEWED BY: LIF STUART PATTESON,ASSISTANTPUBLIC DIRECTOR R r'; DATE: 44898 001� REVIEWED BY: ��� RYAN STARBUCK, TRAFFIC ENGINEER THE BEARING OF N 01*02'20* E SHOWN FOR THE EAST LINE SECTION R. } e i rr # ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS BEARING SHOWNHEREON. BENCHMARK TOP OF CONCRETE AT INTERSECTION AVENUE AND ALLEN * ALSO M THE NORTHWEST CORNER OF SECTION 12, j 367.96' i 88 CALL 811 (1-800-642-2444) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING - INITIAL DAY OF FOR MARKING THE UNDERGROUND Yi y iY CONTACT) ADVANCE INCLUDING NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. NTH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF COVER is BE OVER i ! ■ i ! i i ! ! r ! i i ! * w ! • ! t i i' ! ! i i 1r ! i ! ! ! x k w � ! i s is � • i ',. i � ,, % ! w ! # : # i! ! i i i ! ! •, i! iilli !, x # w r r ! ! what's AW rf "_ before .er. a, ! ri ! r J#I � M ii «w i • A is i 4 M FUTURE 360 358 356 354 352 350 348 "AVE"CL'FF STREET PEMBERLEY PASSAGE AVENUE SEE SHEET 5 (PRIVATE STREET) STA. 10+00.00 C.L. TO STA. 17+63.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 9+00 10+00 11+00 12+00 13+00 14+00 (NORTH FLOW LINE) STA. 10+00.00 C.L. TO STA. 17+63.00 C.L. 15+00 16+00 17+00 LEGEND CCONT.1 CONSTRUCTION FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI m ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC m PCC POINT OF COMPOUND CURVATURE EC END CURVE TC � p r• PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER � o FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT--OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. �' C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW UNE ®CONSTRUCT TYPICAL STREET CORNER -SEE DETAIL "2" ON SHEET 6. 0 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. �D ,r; Q _ FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. m r cm mm STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 6) to- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER 351.19 C.O.B. STD. ST -23. 12 a -C - EXISTING STREET LIGHT PER o 13 cs M PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER -i of �; 14 B.C. C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. M 350.22 M 15 M ® 13 EXISTING TO BE RELOCATED 350.14 0: 16 •d- TO BE INSTALLED WITH UNITS 3 & 4 CONSTRUCTION PLANS. STA. 14+56.70 F.O.C. 350.07 M E.C. Li U CS e!- M m ay, M n18 UNIT BOUNDARY STA.17+63.00 C.L., 18.00 RT. I STA. 17+67.88 F.O.C. 349.32 V D z z 5Uw W Z z > CC ev m rJ W z �N �¢ 9 d W m am u-:* Uj d d c i C3 �- • g _0 W W W riLLj 0- !ice p U') e� F m Ui + p M Z mNJCl G W N N �, "" �+, Qs Opo W PDX. EG 0- on '- v o: Ow m � �" °3 Z ig c) c) APPROX. E °- Q + m ^ -- hV- .� pp ,.� ,. 4th 0 C.l. a c�• n N q APP GV + O f. Ln V .3� cafl + + cm w a+o ROX. EG m ,� o m + C.L. OX. EG w `' "- v 0 C.L. -- --- ``^� v .� �, PROX. EG v d .- z 0 C.L. c� LU to m N cj a 0.. N 0 C.L. a t i w v~i c,6L- 'aAo n _-- -0.26% S=0.25 S pS=-0.26% 0) PROPOSED S=-0.25% \ (E) S=-0.27% S= -0.26X OUTH FLOWLINE It M PROPOSED -- PROPOSED a S= -026X . Z ZP \ (E) S---0.26% NORTH OWUNE � � OPOSED EXIST. SOUTH Al0 SOUTH OW1JNE Z z FLOWLINE PROPOSED ::) I =5 F-- F-- NORTHFLOWLINE­' EXIST. NORTH . z z NORTH OPOSED OWUNE FLOWLINE 360 358 356 354 352 350 348 9+00 10+00 11+00 12+00 13+00 14+00 (NORTH FLOW LINE) STA. 10+00.00 C.L. TO STA. 17+63.00 C.L. 15+00 16+00 17+00 i we 10+00 11+00 12+00 13+00 14+00 15+00 (SOUTH FLOW LINE) STA. 10+00.00 C.L. TO STA. 17+63.00 C.L. LEGEND: ABBREVIATIONS LEGEND CCONT.1 CONSTRUCTION FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI m ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC � p r• PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER co FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT--OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. �' C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW UNE ®CONSTRUCT TYPICAL STREET CORNER -SEE DETAIL "2" ON SHEET 6. 0 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. �D FURNISH & INSTALL METRO '"' _ FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. m r cm mm STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 6) to- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER 351.19 C.O.B. STD. ST -23. 12 NOTE: -C - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 13 I UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER -i of �; 14 B.C. C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. STA. 14+17.84 F.O.C. 350.22 w 15 P.R.C. 13 EXISTING TO BE RELOCATED 350.14 0: 16 •d- TO BE INSTALLED WITH UNITS 3 & 4 CONSTRUCTION PLANS. STA. 14+56.70 F.O.C. 350.07 M E.C. > STA, 14+64.66 F.O.C. 350.11 n18 UNIT BOUNDARY STA.17+63.00 C.L., 18.00 RT. I STA. 17+67.88 F.O.C. 349.32 V Ir� 5Uw W Z z CC rJ �N �¢ 9 d m am u-:* d d c i C3 • g c: W d riLLj 0- n F m Ui + �, w �+, PDX. EG 0- on '- v o: c) c) °- 3 -- 0 C.l. a c�• o a N q APP OX. EG O O Ln Cd cm w N ROX. EG C.L. 0 C.L. 'aAo n _-- -0.26% S pS=-0.26% 0) PROPOSED \ (E) S=-0.27% > > > OUTH FLOWLINE It M PROPOSED -- a 4 LAJ a 4 Z ZP OPOSED EXIST. SOUTH Al0 SOUTH OW1JNE Z z FLOWLINE ::) I =5 i we 10+00 11+00 12+00 13+00 14+00 15+00 (SOUTH FLOW LINE) STA. 10+00.00 C.L. TO STA. 17+63.00 C.L. LEGEND: ABBREVIATIONS LEGEND CCONT.1 CONSTRUCTION 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 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT--OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW UNE ®CONSTRUCT TYPICAL STREET CORNER -SEE DETAIL "2" ON SHEET 6. 0 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. �D FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. _ FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. m r cm mm STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 6) D FURNISH & INSTALL STREET UGHT-9500 LUMEN PER 351.19 C.O.B. STD. ST -23. 12 NOTE: -C - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS irlw# 17+00 LEGEND, (CONT.): LEGEND CCONT.1 CONSTRUCTION , NOTES.- OT S:FURNISH TANGENT FURNISH& INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. 0j CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. SM ST -1 0 EXISTING SURVEY MONUMENT � ITEM OF WORK -SEE SCHEDULE 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 - - � STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS C3 10.00' 7.95' 4.20' 45634'23" FACE OF CURB STATION -SEE TABLE ®INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 0 STORM DRAIN MANHOLE - C5 ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED 7.55' REFER TO SEWER & STORM DRAIN PLANS MON DESIGNATION:- 74.00' STANDARD PLAN R.S.P. A88A-CASE F - DETAIL "5" ON SHEET 6. 1158.11 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER SECTION LETTER O CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 6. 37.00' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. LA _ _ _ _ _ _ © PARKING AREA 6" THICK CONCRETE- SEEDETAIL "4" ON SHEET 6. S SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 �7 INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SIM WHERE SECTI�I IS SHOWN P.R.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. STA. 14+60.08 F.O.C. 350.00 NOES: ®CONSTRUCT TYPICAL STREET CORNER -SEE DETAIL "2" ON SHEET 6. 0 SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. SEWER AND STORM DRAIN PLANS FOR STORM GRAIN �D " " CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL 3 ON SHEET 6. ® ■ ■ ® IN® ININTRACT BOUNDARY PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 10 FURNISH & INSTALL 2 EA. 1-1/2" BLANK CONDUIT PIPE. m r cm mm � �m UNIT BOUNDARY OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. 11 FURNISH & INSTALL 1 EA. 2" AND 1 EA. 1-1/2" BLANK CONDUIT PIPE. 351.19 12 NOTE: STD. ST -13. STA. 10+30.91 F.O.C. 351.23 13 I UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 12 EXISTING PROTECT IN PLACE 14 B.C. C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. STA. 14+17.84 F.O.C. 350.22 w 15 P.R.C. 13 EXISTING TO BE RELOCATED 350.14 16 14 TO BE INSTALLED WITH UNITS 3 & 4 CONSTRUCTION PLANS. 360 358 356 354 352 350 348 BIXSHIRE DRIVE SEE STREET CONSTRUCTION PLANS UNITS 1 & 2 1 r BIXSHIRE DRIVE SEE STREET CONSTRUCTION PLANS UNITS 1 & 2 360 358 356 354 352 350 348 346 18+00 18+25 _.._ w z Z -� N I- IL JQ WZ0 --}-WLs1� © T- M U to QZ _ 0- O SCALE: 1 " = 40' 40' 20' 0' 40' 80' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 37.00' 12.86' 6.50' 19055'11" C2 80.00' 181.29' 170.93' 129.50'22" C3 10.00' 7.95' 4.20' 45634'23" C4 25.00' 39.27' 25.00' 90'00'00" C5 43.00' 14.95' 7.55' 19'55'11" C6 74.00' 1167.69' 1158.11 129'50'22" C7 37.00' 58.12' 37.00' 90'00'00" FOC TABLE - PE BERLEY PASSAGE AVENUE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. Fil B.C. STA.9+45.00 C.L., 94.86 RT. STA. 8+50.84 F.O.C. 351.23 22 P.R.C. STA.9+42.79 C.L., 82.26 RT. STA. 8+63.71 F.O.C. 351.27 Q P.R.C. STA.10+45.26 C.L., 20.21 LT. STA. 10+45.00 F.O.C. 351.16 44 E.C. STA.10+57.86 C.L., 18.00 LT. STA. 10+57.86 F.O.C. 351.12 51 UNIT BOUNDARY STA.11+13.00 C.L,, 18.00 LT. STA. 11+13.00 F.O.C. 350.98 a B.C. STA.14+21.22 C.L., 1800 LT. STA. 14+21.21 F.O.C. 350.19 N Q P.R.C. STA.14+2&36 C.L., 15.00 LT. STA. 14+29.17 F.O.C. 350.11 88 P.R.C. STA.14+57.64 C.L., 15.00 LT. STA. 14+60.08 F.O.C. 350.00 99 E.C. STA.14+64.78 C.L., 18.00 LT. STA. 14+68.03 F.O.C. 350.08 16 UNIT BOUNDARY STA.17+63.00 C.L., .18.00 LT. STA. 17+66.25 F.O.C. 349.32 11 P.R.C. STA.10+22.14 C.L., 15.00 RT. STA. 10+22.95 F.O.C. 351.19 12 E.C. STA.10+29.28 C.L, 1&00 RT. STA. 10+30.91 F.O.C. 351.23 13 I UNIT BOUNDARY STA.11+13.00 C.L., 18.00 RT. STA. 11+14.63 F.O.C. 351.01 14 B.C. STA.14+16.22 C.L., 1&00 RT. STA. 14+17.84 F.O.C. 350.22 w 15 P.R.C. STA.14+23.36 C.L., 15.00 RT. STA. 14+25.80 F.O.C. 350.14 16 P.R.C. STA.14+52.64 C.L., 15.00 RT. STA. 14+56.70 F.O.C. 350.07 17 E.C. STA.14+59.78 C.L., 18.00 RT. STA, 14+64.66 F.O.C. 350.11 n18 UNIT BOUNDARY STA.17+63.00 C.L., 18.00 RT. I STA. 17+67.88 F.O.C. 349.32 •below. Call beforeyou dig. W W N N o o 0 Q z w w ono V 5Uw rJ �N m am d d c i C3 c: W riLLj 0- a¢ j 0- c) c) N q O O 9 1 28 4' SIDEWALK EASEMENT PER FINAL MAP Eno=ST�p fit, 2 ZSrq. `g f4•�, P.L. •s2 FO C P.I.-P.A.F.L/ 1 GRADE BREAK STA. 9+58.00, CL= STA. 9+25.35, F.L (N -S) 29 9k� i s 360 358 356 354 352 350 348 we O !! I m a .I 24 mat" o, .I `�'�� J�o o, ��_jM��o 23 .I .i o I 22 o i N IT 3 j U; Q Vri o Q m NI m j+♦+ NU F .- Na N I °r°1 ♦� Z N �-• NNN + I �5 d:... •- •- �- N I I N N_ N_ e�- r- e•- c W w-� u.;mcncncn�9 C ONO 27 N n C4 r i 26 POINT OF COMPOUND CURVATURE EC END CURVE ci1z TOP OF CURB C3� Io TP oI STA. 12+71.17 F.O.C. OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC N B I cn LL:o'` ®CMN YJ v qd*Jt9t9 - I`� n O I' A.P. I F.O.C. FACE OF CURB C/G M P.A.F.L j t� QM Z ' , El W SIGN PER C.O.B. STD. T-1. ! FURNISH & INSTALL METRO r .._ e- UGHT-5800 LUMEN PER C.O.B. O. (/) to V w �,; ;5 ham- N m HtQ- cn_ .. 10 u► m 2 P.L I m 25 !! I m a .I 24 mat" o, .I `�'�� J�o o, ��_jM��o 23 .I .i o I 22 o i o �3 U: U; Q Vri o Q m NI m j+♦+ cc . � r: t-► p Q� 001 zm814a F .- Na N I °r°1 ♦� Z N �-• NNN + I �5 d:... •- •- �- N I I N N_ N_ e�- r- e•- c W w-� u.;mcncncn�9 N !Q- N mwnn Qt Q n P.Lx_ i G I s r S892427"E 11+00�- 1 12+00 • S N S s- o • -- � !I a g 4. 21�� N " o �3 ELEV CIL,: Q � ppw g N BCR BEGIN CURB RETURN ! �, M END CURB RETURN r n i m 9 .......�..,...... - z.. ..._�... a-..w.....�....:.�....«...�..�...�.�._.� _._ _._._._._._._. �- 00 i3+_ + �- _ 14+4 - - -}-- - _--15 j00 590.00' _,... S S_ S BIXSHIRE DRIVE SEE STREET CONSTRUCTION PLANS UNITS 1 & 2 I = d+'� 18'1 X18' �I (A 1.1 32 z Lj W a N '16+00- - -° 3: LjLJ _ to W f5 o 2�u'vcn a `s Z ., _._ _ j ____ __ fob _� m �z� 56 14 ��� j 735 3 0 I 0 I it C5 Lcd di 4 L6 vi �3 ...i p w 31 IJ J + C3 U: + I I `` 35 I ,�- -= I _jy� �� .�^�: 32 ,Q 33 la 34 Q�COW"Id COW" I� 3� 37wCC��� 00) j3 W Qpm n �: n n acz�c�UcD n Zt�faDo0aN0 n 1N �XODo+O In 0 p: 4J�NNN ! r� Q'�O Z�rN-w rrr m�e"r' c�aa I v4� 1 Ii3aaa 1 c5©aaa za � nm wF-t-W Zrr�-- m ra: cFn c''n i `'' I I U N I T 3 ui m cn cn cn , ad w cn cn cn a m N BROMSHIRE STREET (PRIVATE STREET) STA. 10+00.00 C.L. TO STA. 14+80.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL ire 360 358 356 354 352 350 348 10+00 11+00 12+00 13+00 (NORTH FLOW LINE) STA. 10+00.00 C.L TO STA. 14+80.00 C.L. 14+00 15+00 360 358 356 354 352 350 348 ' 346 15+75 ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE o00`` co o BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN ! �, 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 7'sW STA. 12+71.17 F.O.C. OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC N PA PROPERTY LINE R/W RIGHT--OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G M P.A.F.L j t� QM Z ' tj El W SIGN PER C.O.B. STD. T-1. > FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. .._ FURNISH & INSTAL_ STREET UGHT-5800 LUMEN PER C.O.B. E.C. N 9 M cotD W M U: 10 C.O.B. STD. ST -23. Iz Q t�7i• --C>- i x !� P.R.C. STA.12+58.52 C.L, 15.00 RT. SCALE: 1 " = 40' CURVE TABLE 92 P.R.C. STA.12+87.81 C.L, 15.00 RT. STA. 12+90.25 F.O.C. 350.73 12 13 E.C. STA.12+94.95 C.L, 18.00 RT. STA. 12+98.20 F.O.C. 350.77 14 UNIT BOUNDARY I STA.14+80.00 C.L. 1&00 RT. STA. 14+83.25 F.O.C. 350.31 14 1 I 40' 20' O' 40' 80 CURVE RADIUS LENGTH TANGENT DELTA P I 30' 30' � �cc W C1 42.00' 199.21' 40.73' 271'45'14" w M < fr) t m; C2 37.00' 29.63' 15.66' 4505237 t; D w LL: 2116a: �m BIXSHIRE DRIVE t C3 10.00' 7.95' 4.20' 45°34'23" SEE STREET Mc q .L CONSTRUCTION PLANS ! w UNITS 1 & 2 . cp to 360 358 356 354 352 350 348 10+00 11+00 12+00 13+00 (NORTH FLOW LINE) STA. 10+00.00 C.L TO STA. 14+80.00 C.L. 14+00 15+00 360 358 356 354 352 350 348 ' 346 15+75 ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE o00`` co o BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN m N a � 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 STA. 12+71.17 F.O.C. OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC N PA PROPERTY LINE R/W RIGHT--OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G M P.A.F.L j t� o: tj El W SIGN PER C.O.B. STD. T-1. > FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. .._ FURNISH & INSTAL_ STREET UGHT-5800 LUMEN PER C.O.B. E.C. N 9 M cotD W M U: 10 C.O.B. STD. ST -23. B.C. Q t�7i• --C>- EXISTING STREET LIGHT PER x !� P.R.C. STA.12+58.52 C.L, 15.00 RT. W 350.80 W 92 P.R.C. STA.12+87.81 C.L, 15.00 RT. STA. 12+90.25 F.O.C. 350.73 12 13 E.C. STA.12+94.95 C.L, 18.00 RT. STA. 12+98.20 F.O.C. 350.77 14 UNIT BOUNDARY I STA.14+80.00 C.L. 1&00 RT. STA. 14+83.25 F.O.C. 350.31 14 TO BE INSTALLED WITH UNITS 3 & 4 CONSTRUCTION PLANS. ww � �cc ti WLUW -j w M < fr) t m; APPROX. EG .j t; w LL: 2116a: �m t ma c •ct �C*4 Mc q .L ! w . cp to z �w 9 ci n+ C3C3 9 LJ w n �- L.Lia tv- _. _ ._ _ _ _ _ _ _. _ - _ _ _ _ _ _ _ cn -- - -- - -- - WW ci s v a 4 -- -- m •- I ai V1 AD W cm d GU W m (!� ME n am N S=- .25% N ... 0 N S=-0.25' O S=-0.259 S=-0.25% (E) PROPOSED j STH FLOWLJNE -0.25%S=-0.25% P NORTH cX'oSED I UN INF ,,. , r4IOWJNE ST. NORTH ....... PROPOSED z SOUTH FLOWUNE PROPOSED EXIST. SOUTHFI. SOUTH FLOWMJNE 360 358 356 354 352 350 348 10+00 11+00 12+00 13+00 (NORTH FLOW LINE) STA. 10+00.00 C.L TO STA. 14+80.00 C.L. 14+00 15+00 360 358 356 354 352 350 348 ' 346 15+75 10+00 11+00 LEGEND: FL ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE o00`` CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN m N a � 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 STA. 12+71.17 F.O.C. OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC N PA PROPERTY LINE R/W RIGHT--OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G M P.A.F.L PARKING AREA FLOW UNE 350.31 El FURNISH & INSTAL_ STREET SIGN PER C.O.B. STD. T-1. > FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. .._ FURNISH & INSTAL_ STREET UGHT-5800 LUMEN PER C.O.B. E.C. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 6) W M U: 10 C.O.B. STD. ST -23. B.C. STA.12+51.38 C.L, 1&00 R7 --C>- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS W 4 P.R.C. STA.12+58.52 C.L, 15.00 RT. STA. 12+59.34 F.O.C. 350.80 STD. ST -13. 92 P.R.C. STA.12+87.81 C.L, 15.00 RT. STA. 12+90.25 F.O.C. 350.73 12 13 E.C. STA.12+94.95 C.L, 18.00 RT. STA. 12+98.20 F.O.C. 350.77 14 UNIT BOUNDARY I STA.14+80.00 C.L. 1&00 RT. STA. 14+83.25 F.O.C. 350.31 14 TO BE INSTALLED WITH UNITS 3 & 4 CONSTRUCTION PLANS. ww � x WLUW -j w a m; 'i �+ APPROEG LL: �m �C*4 Mc q . °:unci = to z �w 9 ci C3C3 L.Lia 0: cn a cn -- - -- - -- - WW ci s v a 4 -- -- m •- v W m (!� ME n am N N S=-0.25% 0 N O S=-0.259 -0.25%S=-0.25% ....... PROPOSED SOUTH FLOWUNE PROPOSED EXIST. SOUTHFI. SOUTH FLOWMJNE Amn 11 ir z 10+00 11+00 LEGEND: FL ABBREVIATIONS 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 STA. 12+71.17 F.O.C. OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT--OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE 350.31 El FURNISH & INSTAL_ STREET SIGN PER C.O.B. STD. T-1. STA.10+37.86 C.L. 23.16 RT. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. .._ FURNISH & INSTAL_ STREET UGHT-5800 LUMEN PER C.O.B. E.C. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 6) E_ FURNISH & INSTAL. STREET UGHT-9500 LUMEN PER 10 C.O.B. STD. ST -23. B.C. STA.12+51.38 C.L, 1&00 R7 --C>- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 12+00 13+00 (SOUTH FLOW LINE) STA. 10+00.00 C.L To STA. 14+80.00 C.L 14+00 t;nlll 360 358 356 354 352 350 348 346 15+75 FOC TABLE - BROMSHIRE STREET REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22 .LEGEND CURVE NUMBER FOR CURVE DESCRIPTION 1 P.O.C. STA.10+37.86 C.L. 23.16 LT. STA. 10+36.93 F.O.C. 351.31 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 - - D E.C. STA.10+56.71 C.L, 18.00 LT. STA. 10+56.71 F.O.C. 351.37 El 0 FACE OF CURB STATION - SEE TABLE B.C. STA.12+63.22 C.L, 1&00 LT. STA. 12+63.22 F.O.C. 350.85 F±1 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED P.R.C. STA.12+70.36 C.L, 15.00 LT. STA. 12+71.17 F.O.C. 350.77 STANDARD PLAN R.S.P. A88A-CASE F - DETAIL "5" ON SHEET 6. E CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER P.R.C. STA.12+99.64 C.L, 15.00 LT. STA. 13+02.08 F.O.C. 350.70 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 66 E.C. STA.13+06.78 C.L. 1&00 LT. STA. 13+10.03 F.O.C. 350.74 7 El UNIT BOUNDARY STA.14+80.00 C.L, 18.00 LT. STA. 14+83.25 F.O.C. 350.31 El P.O.C. STA.10+37.86 C.L. 23.16 RT. STA. 10+36.93 F.O.C. 351.31 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 9 TYPICAL STREET BULGE -SEE DETAIL "3" ON SHEET 6. E.C. STA.10+56.71 C.L. 1&00 RT. STA. 10+56.71 F.O.C. 351.37 10 OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. B.C. STA.12+51.38 C.L, 1&00 R7 STA. 12+51.38 F.O.C. 35088 NOTE: 11 P.R.C. STA.12+58.52 C.L, 15.00 RT. STA. 12+59.34 F.O.C. 350.80 STD. ST -13. 92 P.R.C. STA.12+87.81 C.L, 15.00 RT. STA. 12+90.25 F.O.C. 350.73 12 13 E.C. STA.12+94.95 C.L, 18.00 RT. STA. 12+98.20 F.O.C. 350.77 14 UNIT BOUNDARY I STA.14+80.00 C.L. 1&00 RT. STA. 14+83.25 F.O.C. 350.31 LEGEND (CONT.: (CONTA CONSTRUCTION NOTES: d FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22 .LEGEND CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 mmm EXISTING SURVEY MONUMENT ® ITEM OF WORK - SEE SCHEDULE 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FACE OF CURB STATION - SEE TABLE ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® STORM MANHOLEWER CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED OSERAIN REFER TO SE &STORRM DRAIN PLANS DESIGNATION: �-:./ STANDARD PLAN R.S.P. A88A-CASE F - DETAIL "5" ON SHEET 6. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER SECTION LETTER �.! CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6 REVEAL PER DETAIL 1 ON SHEET 6. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 6. S SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 7 INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SHEU YYF�RE SECTIO Hoym REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 6. SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ®CONSTRUCT TYPICAL STREET BULGE -SEE DETAIL "3" ON SHEET 6. TRACT BOUNDARY PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 10 FURNISH & INSTALL 2 EA. 1-1/2" BLANK CONDUIT PIPE. UNIT BOUNDARY OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. 11 FURNISH & INSTALL 1 EA. 2" AND 1 EA. 1-1/2" BLANK CONDUIT PIPE. NOTE: v a STD. ST -13. PARKING AREA -SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 12 EXISTING PROTECT IN PLACE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 13 EXISTING TO BE RELOCATED 14 TO BE INSTALLED WITH UNITS 3 & 4 CONSTRUCTION PLANS. Know what's below. C111 before you dig. mmm 00 N c}- o v a � x WLUW a �C*4 m m o ci C3C3 L.Lia WW N N 0 N O HAVENCLIFF STREET SEE SHEET 5 9 7_1 r T INTERSECTION i j STA. 11+50.00 C.L. HIGHGATE GLENN ST. STA. 10+91.34 C.L. HAVENCLIFF ST. U: 11 co Iz co 1. I I T j3 g ckc 9 i 1z ! SIAN 9 C4 to c'! U I I c1q C4 C4 C4 �6 Jv C3 Otri 44 _j 4 C3 u: d I.,: LA: U: U: U_ _j a 4 < gg L4 ev 9csof csg 99ef Co 35 p tq C1 8' 118- a:.,V . w co " C4 es 14 ca WS as 0; �� "i W, m c. c. S G-Ex"n" 9 ccs� I co < (0 13 99 c + t 8 8 S 8; S t F + + M V4 C4 C4 23 t* 4: m C3 C3 (3 j m d 0 C3 L-4: i. P.L. P.L. U3 cuoj ui ui ui cd W Eii -cn a 3 -W t'n- t'; 'cn- W -m Fn U-) Ui cd P.L. R/W A2R/W W N -W UNIT BOUNDARY 1 5 6 2 M ti 4 4 5 MATCH EXIS111,1E STA. 10+00 C.L.Sao C2 7N cq =s S N, 150.00s '11+00- J 10 12+00 -13+00-337.11" IN n-N89*24!27*W - 1 D D A zo -D C4 C2 (7 pt C2 C1 1-7== "77,777,7777,77777771 7­ 7�;7-,777 7;-A Cl Ps �o a _r - 5051 4 m A.. 4% J 11 - K/ III - 4R; u 11 3 m J ck: C,4 LL: c'! CNI V_ Ju C3 w 14 1 -4-4 m C3 U: C3 U: U: C3 U. c> U_ C.3 LL: U: u: i3 g < L4 4 ggig 9 91-1 C)804 8 g- 9 N m =99 CD g g matt+ + + ++ CD V_UJ M C1 a C14 CNI C4 '. C4 LLJ < C3 cl; 3 in 14c CC Li Cn in cn Uj CO t� (17)t� cd ch W30; t; Cd N�. LE RUTHERFORD PARK AVENUE FUTURE STREET CONSTRUCTION PLANS 358 356 354 352 350 348 346 7AA BUXFORD LANE SEE SHEET 6 �� i I i ` I M co LA:. >C!t I PR m U: ce �6 - : r in C4 All as r J J _j J -1d LS LZ L4 8 Lz i3 LS L : LA: L4,i4s 9,6w� 118!: 1 .9 �v- C.0 5 ++ C 10 P.L. P.L. j 13 -C* -c v) cn mffit;cncn L J m�V-) V)* It R/W W W_ mi L 7 173541 r 8 15+*C2 r, 00S16+00- 298.50! -D 1 9 D D 7 iTTl7T%7Ti (PRIVATE STREET) STA. 10+00.00 C.L. TO STA. 18+37.00 C.L. SCALE: 1 It = 40' HORIZONTAL 1 4 VERTICAL co 04 17+00 + C4 D 837.OV d v_1A oC5 \ 1 R/W LL: LL: I g 2 3 Go Cal cn � Nm P.L. 4 m GILFORD STREET SEE STREET CONSTRUCTION PLANS UNITS 1 & 2 � � SII U1 j I B.C.R. 10 51.39, U B f LO 4 � '. i .� � � i � GILFORD STREET SEE STREET CONSTRUCTION PLANS UNITS 1 & 2 ta.Am CL P.L. �u:CF ELEVATION EVC: END VERTICAL CURVE BCR 0 U: ECR 04 LI: Ci cr_ rW) END CURVE TC TOP OF CURB C4 0 a -3 C3 U: 1-8: -3 4 J C3 U_ U_ U: d U: U_ G* � 9 z CO CO 9 W 4 4 < a: im EDGE OF PAVEMENT A.P. ANGLE POINT 00 SO m cn 0) CD d CJ d•cz M V.- W t t = v- v- v- W 4 4 V... <=v- C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. + Ir SEWER - REFER TO SEWER & STORM DRAIN PLANS M CJ U: R 4 in- SHEET MX sr:.cnON IS SliOVM cn SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 0, FURNISH & INSTALL STREET UGHT-9500 LUMEN PER TRACT BOUNDARY C.O.B. STD. ST -23. SCALE.- 1 oil 40' (PRIVATE STREET) STA. 10+00.00 C.L. TO STA. 18+37.00 C.L. SCALE: 1 It = 40' HORIZONTAL 1 4 VERTICAL co 04 17+00 + C4 D 837.OV d v_1A oC5 \ 1 R/W LL: LL: I g 2 3 Go Cal cn � Nm P.L. 4 m GILFORD STREET SEE STREET CONSTRUCTION PLANS UNITS 1 & 2 � � SII U1 j I B.C.R. 10 51.39, U B f LO 4 � '. i .� � � i � GILFORD STREET SEE STREET CONSTRUCTION PLANS UNITS 1 & 2 9+50 10+00 358 356 354 352 350 348 346 344 9+50 11+00 12+00 13+00 14+00 (NORTH FLOW LINE) STA. 10+00.00 C.L. TO STA. 18+37.00 C.L. 15+00 50.00 VERT. CURVE 17+00 358 356 354 352 350 348 346 ta.Am CL CENTERLINE BVC BEGIN VERTICAL CURVE C4 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 ITEM OF WORK -SEE SCHEDULE 9 P.O.C. � � 9 J co U: 9 0 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 LINE J LL: 2 R C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. + Ir SEWER - REFER TO SEWER & STORM DRAIN PLANS M CJ U: R 4 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SHEET MX sr:.cnON IS SliOVM STANDARD OR APPROVED EQUAL. (SEE DETAIL -6- ON SHEET 6) SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER TRACT BOUNDARY C.O.B. STD. ST -23. SCALE.- 1 oil 40' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 40' 20' 03, 40' 80 Z NOTE: TO BE COMPACTED TO 957* RELATIVE DENSITY PER C.O.B. STA.) 7+63.72 C.L. 1 &00 LT. STA. 17+70.22 F.O.C. Avo >: PARKING AREA -SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER STA. 17+78.17 F.O.C. 350.42 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. UNIT BOUNDARY STA.1 7+85.61 C.L. 12.00 LT. W 350.50 13 UNIT BOUNDARY STA.10+00.00 C.L., 1&00 RE STA. 10+00.00 F.O.C. 350.21 n14 B.C. STA.10+76.72 C.L. 1&00 RT. STA. 10+76.72 F.O.C. >: `41 ZPW P.R.C. STA.1 2+09.14 C.L., 15.00 RT. STA. 12+11.58 F.O.C. 349.93 17 E.C. W STA. 12+19.53 F.O.C. Lq 18 B.C. STA.1 4+65.33 C.L., 1&00 RT. STA. 14+68.58 F.O.C. 351.10 19 P.R.C. Uj !6 ir 351.07 Ui P.R.C. > STA. 15+07.44 F.O.C. 351.10 n2l E.C. >: STA. 15+15.39 F.O.C. V) WAPPROX. OC STA.17+63.72 C.L., 18.00 RT. STA. 17+70.22 F.O.C. 350.50 P.R.C. STA.17+70.86 C.L., 15.00 RT. STA. 17+7&17 F.O.C. 350.42 4 uJ Ul L" 'bo 00 Lm EG ig W - cc pp 9 9 tY C-) c; W Uq U_ 04 wx co 04 ui wi ;d CS 9 J cd 1b W U_ 00 ca ix 9 c_; C-) C-) CO APPRO�. EG + + r%- C.) V_ ct� q < co 9 L4 LLJ a. C!r + -1 CT APPROX. EG d + . m • M Go m ai Lai M W C1 "i 8 Z S m cj Uj + r- rn APPROX. EG + + W > + cc + APPRO) 4 EG C.L. U*) C3 0 Uj m ge 0� V) Ui Uj cd W C3 C3 �e; cli V) U Es 0i r- 0 C.L. cd in Uj z W=0 i. z -c S. ufi m m cn q --tj vu- cd _T • S ---0.27X S-4.5174 ------- ...... al C4 11: & in C-4 " Cal S-_0 S --0.50z PROPOSED U: !6 9 1 PROP ROPOSED 2! Im 3, a; q0; 9T L-Im! TH A ON 11 now in -U-) W- 90- Co � ;3, S---0.25% � SOUTH FLOW JNE I 41 MAIUM tljIF S---0.27% S ---0.51X FLOWLINE S__O- in rn _S; I S-WWWJ.&. g 9 W) in Ln 14: co W2 c*4 IWIMI v-- .4- cm V_ PROF * Ce L4 -v -cc < CO rif co PROPOSED D(IST. NORTF, PROPO=ED 0) U.1 W rn ci. m 0i __44 LU NOE TH FLOW NE: 1OWUNE NORTH FLOWLINL 11 05 11 P� 11 tit) 11 r15 11 -NORTH-M is -JIM 14.1 Uj U.1 G_ W > W eu* U1 z Wor X W 11 t;4 8 _j =) W co cd U_ W 0 > z 9+50 10+00 358 356 354 352 350 348 346 344 9+50 11+00 12+00 13+00 14+00 (NORTH FLOW LINE) STA. 10+00.00 C.L. TO STA. 18+37.00 C.L. 15+00 50.00 VERT. CURVE 17+00 358 356 354 352 350 348 346 10+00 11+00 12+00 LEGEN11, FL ta.Am 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 ITEM OF WORK -SEE SCHEDULE OF VER11CAL CURVE FC FINISH CONCRETE P.O.C. � � 9 PA � 0 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 LINE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER + fQ0 q^p C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. SEWER - REFER TO SEWER & STORM DRAIN PLANS __cD_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. - SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SHEET MX sr:.cnON IS SliOVM STANDARD OR APPROVED EQUAL. (SEE DETAIL -6- ON SHEET 6) SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER TRACT BOUNDARY C.O.B. STD. ST -23. SCALE.- 1 oil 40' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 40' 20' 03, 40' 80 351.03 NOTE: TO BE COMPACTED TO 957* RELATIVE DENSITY PER C.O.B. STA.) 7+63.72 C.L. 1 &00 LT. STA. 17+70.22 F.O.C. STD. ST -1 3. 11 PARKING AREA -SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER STA. 17+78.17 F.O.C. 350.42 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. UNIT BOUNDARY STA.1 7+85.61 C.L. 12.00 LT. 00 350.50 13 UNIT BOUNDARY STA.10+00.00 C.L., 1&00 RE STA. 10+00.00 F.O.C. 350.21 n14 B.C. STA.10+76.72 C.L. 1&00 RT. STA. 10+76.72 F.O.C. >: `41 ZPW P.R.C. STA.1 2+09.14 C.L., 15.00 RT. STA. 12+11.58 F.O.C. 349.93 17 E.C. W STA. 12+19.53 F.O.C. 350.00 18 B.C. STA.1 4+65.33 C.L., 1&00 RT. STA. 14+68.58 F.O.C. 351.10 19 P.R.C. TA. 4+ . L, 15.00 RT. !6 ir 351.07 Ui P.R.C. STA.15+01.75 C.L. 15.00 RT. STA. 15+07.44 F.O.C. 351.10 n2l E.C. STA.1 5+08.89 C.L. 18.00 RT. STA. 15+15.39 F.O.C. 351.14 WAPPROX. B.C. STA.17+63.72 C.L., 18.00 RT. STA. 17+70.22 F.O.C. 350.50 P.R.C. STA.17+70.86 C.L., 15.00 RT. STA. 17+7&17 F.O.C. 350.42 UNIT BOUNDARY STA.1 7+85.61 C.L. 12.00 RT. 1r_ 350.33 Lm EG ig W - cc pp 9 9 tY C-) c; 04 C4 04 ui wi a cn cd 1b 00 C-) C-) cx + + r%- C.) V_ ct� A "OX. EG LLJ a. L.Li a- + APPROX. EG d . m U*) o N U Cow r- z W=0 S. 42% 7- S= -0.25X • S ---0.27X S-4.5174 ------- ...... C4 11: & in C-4 " PROPOSED U: !6 9 1 PROP ROPOSED 2! Im 3, a; q0; 9T L-Im! TH A ON 11 W Co � ;3, � SOUTH FLOW JNE W SOUTH W W FLOWLINE in rn I S-WWWJ.&. 14: co W2 >; L4 * Ce L4 -v -cc < CO rif co CL U.1 U.1 W ci. m 0i __44 G_ W > m z Wor W 11 t;4 8 =) W co cd 10+00 11+00 12+00 LEGEN11, FL AWREMAEONS 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 ITEM OF WORK -SEE SCHEDULE OF VER11CAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE 349.90 PA PROPERTY LINE R/W RIGHT-OF-WAY 0 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 LINE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. SEWER - REFER TO SEWER & STORM DRAIN PLANS __cD_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. - SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SHEET MX sr:.cnON IS SliOVM STANDARD OR APPROVED EQUAL. (SEE DETAIL -6- ON SHEET 6) SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER TRACT BOUNDARY C.O.B. STD. ST -23. SCALE.- 1 oil 40' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 40' 20' 03, 40' 80 351.03 13+00 14+00 15+00 16+00 LENGTH (SOUTH FLOW LINE) DELTA [1] STA. 10+00.00 C.L. TO STA. 18+37.00 C.L. 7.95' LEGEND (CON11 LEGEND (QONT.)..- •22 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22, CURVE NUMBER FOR CURVE DESCRIP11ON 25.00' EXISTING SURVEY MONUMENT ITEM OF WORK -SEE SCHEDULE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STA. 10+84.67 F.O.C. 349.90 in FACE OF CURB STA71ON SEE TABLE 0 STORM DRAIN MANHOLE - 349.94 REFER TO SEWER & STORM DRAIN PLANS SEC11ON fflIGNAMON: STA. 12+19.53 F.O.C. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER SECTION LETiER B.C. C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. L_ S SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 STA.14+27.97 C.L., 15.00 LT. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SHEET MX sr:.cnON IS SliOVM 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN STA. 15+51.94 F.O.C. TRACT BOUNDARY PLANS AND DETAILS. Z LOCAL STREETS - PAVEMENT M BE 0.20r TYPE *Bm A.C. RUM ME Or W 9 m NZ UNIT BOUNDARY OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. 351.03 NOTE: TO BE COMPACTED TO 957* RELATIVE DENSITY PER C.O.B. STA.) 7+63.72 C.L. 1 &00 LT. STA. 17+70.22 F.O.C. STD. ST -1 3. 11 PARKING AREA -SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER STA. 17+78.17 F.O.C. 350.42 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 17+00 354 352 350 348 346 I . 344 18+00 18+25 CONSTRU.CTION N011:S: 1 CONSTRUCT TYPE *B* CURB & GUTTER PER C.O.B. SM ST -1 O CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. SM ST -6 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE F - DETAIL W ON SHEET 6. OCONSTRUCT 6" CONCRETE CURB WITH le TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "11" ON SHEET 6. OPARKING AREA 6" THICK CONCRETE- SEE DETAIL "4!* ON SHEET 6. OINSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL Y ON SHEET 6. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3* ON SHEET 6. 10 FURNISH & INSTALL 2 FA 1-1/2- BLANK CONDUIT PIPE. 11 FURNISH & INSTALL 1 EA. 2- AND 1 EA. 1-1/2- BLANK CONDUIT PIPE. 12 EXISTING PROTECT IN PLACE 13 EXISTING TO BE RELOCATED 14 TO BE INSTALLED WITH UNITS 3 & 4 CONSTRUCTION PLANS. 0 C14 0 c1q Uj 0 Uj LLj U x 5= STA. 17+93.00, C.L. 1ZOOLT.= W STA. 17+9&00, F.L. C INTERSECTION STA. 18+37.00 C.L. HIGHGATE GLENN ST. STA. 11+03.00 C.L. GILFORD ST. NIT BOUNDARY/ MATCH EXISTIN9 B.C.R. STA. 17+93.00. C.L. 1ZOORT.= 0 ,TA. 17+93.00. F.L. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA [1] 10.00' 7.95' 4.20' 45034!23" •22 25.00' 39.2 25.00' 1 90'00'00" FOC TABLE - HIGHGATE GLENN STREET REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. [1] UNIT BOUNDARY STA.10+00.00 C.L. 1&00 LT. STA. 10+00.00 F.O.C. 350.21 •22 B.C. STA.10+76.72 C.L., 1&00 LT. STA. 10+76.72 F.O.C. .349.95 P.R.C. STA.10+83.86 C.L., 15.00 LT. STA. 10+84.67 F.O.C. 349.90 P.R.C. STA.12+09.14 C.L. 15.00 LT. STA. 12+11.58 F.O.C. 349.94 E.C. STA.1 2+16.28 C.L. 18.00 LT. STA. 12+19.53 F.O.C. 350.03 C,4 B.C. STA.14+20.83 C.L. MOO LT. STA. 14+24.08 F.O.C. 350.91 P.R.C. STA.14+27.97 C.L., 15.00 LT. STA. 14+32.03 F.O.C. 350.88 -q- P.R.C. STA.15+46.25 C.L., 15.00 LT. STA. 15+51.94 F.O.C. .350.98 E.C. STA.1 5+53.39 C.L., 1&00 LT. STA. 15+59.89 F.O.C. 351.03 Nr B.C. STA.) 7+63.72 C.L. 1 &00 LT. STA. 17+70.22 F.O.C. 350.50 11 P.R.C. STA.17+70.86 C.L., 15.00 LT. STA. 17+78.17 F.O.C. 350.42 12 UNIT BOUNDARY STA.1 7+85.61 C.L. 12.00 LT. STA. 17+93.73 F.O.C. 350.50 13 UNIT BOUNDARY STA.10+00.00 C.L., 1&00 RE STA. 10+00.00 F.O.C. 350.21 n14 B.C. STA.10+76.72 C.L. 1&00 RT. STA. 10+76.72 F.O.C. 349.91 ZPW P.R.C. STA.1 2+09.14 C.L., 15.00 RT. STA. 12+11.58 F.O.C. 349.93 17 E.C. STA.1 2+16.28 C.L. 18.00 RT. STA. 12+19.53 F.O.C. 350.00 18 B.C. STA.1 4+65.33 C.L., 1&00 RT. STA. 14+68.58 F.O.C. 351.10 19 P.R.C. TA. 4+ . L, 15.00 RT. STA. 14+76.53 F.O.C. 351.07 Eg P.R.C. STA.15+01.75 C.L. 15.00 RT. STA. 15+07.44 F.O.C. 351.10 n2l E.C. STA.1 5+08.89 C.L. 18.00 RT. STA. 15+15.39 F.O.C. 351.14 22 B.C. STA.17+63.72 C.L., 18.00 RT. STA. 17+70.22 F.O.C. 350.50 P.R.C. STA.17+70.86 C.L., 15.00 RT. STA. 17+7&17 F.O.C. 350.42 UNIT BOUNDARY STA.1 7+85.61 C.L. 12.00 RT. STA. 17+93.73 F.O.C. 350.33 Know what's below. Cal I before you dig. WWW C,4 c� -q- C> Nr �, C�l ZPW oo© V) WWF Lm tY C-) 04 cci cd 00 C-) C-) ck: ct� LLJ a. L.Li a- U*) o N r- 0 z SEE SHEET 4 HIGHGATE GIENN STREET SEE SHEET 4 EEO O'l z Uj POVC •POINT ON VER11CAL CURVE CL W BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI _T ECR cr_ cn; C) I= 0z .14 8 R F, 5 8 i3 - U: fl- LL: rl- BEGIN CURVE m W -i a; if 0: 1z END CURVE C4 C4 TOP OF CURB PIVC POINT OF INTERSECTION TP LL: IN C4 ca C'I a 4 4 04 > - C3 -4 + + CD + U: OZ C3 PA PROPERTY LINE W + L + E.P. _j cs 9 u: C6 + ANGLE POINT di rl- + + U: zo -4 00, 1:011 4 8 PARKING AREA FLOW LINE C14 1 �D •U8 J J d FURNISH & INSTALL STREET J C3 qd- < < 2 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL -3- ON SHEET 6. d) UGHT-5800 WMEN PER C.O.S. QD STANDARD OR APPROVED EQUAL (SEE DETAIL -6- ON SHEET 3 u; FURNISH & INSTALL STREET Av -co > 15 cn -cc m 00 coff I �_ cn I �_ cn �<_ (n �<_ (n 15c cn 3 IOU: ad cd m + + 6 (6 -j u: 0 = call "Ids + + m En W . 3. ALL CATCH BASINS TO BE TYPE "'A" NTH 3.5' OPENINGS PER Q J2 EXIS11NG PROTECT IN PLACE a: m W 116 -: m It> c� I I id A: UJ L J /--% q3) >; U: Ll U_ a: cp m Uj •COO v- v- v - 0: m CD rA 0- m LLJ LLJ cm c n z 06 di cn U1 m 136 U3 L4 -46 co p; 360 358 356 354 352 350 3481 11+00 12+00 13+00 14+00 (WEST FLOW LINE) STA. 10+00.00 C.L. TO STA. 18+09.34 C.L. F 4f# L S OT L LLJ z Uj POVC •POINT ON VER11CAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI _T ECR END CURB RETURN PRC •POINT OF REVERSE CURVATURE BC BEGIN CURVE m co Go cz cc EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF P STANDARD PLAN R.S.P. A88A-CASE F - DETAIL *5' ON SHEET 6. OF VERTICAL CURVE FC iAVEMENT FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. _j cs 9 u: A.P. ANGLE POINT Mm 17 If L&j CURB AND GUTTER co PARKING AREA FLOW LINE •U8 fin FURNISH & INSTALL STREET X _j co SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL -3- ON SHEET 6. FURNISH & INSTALL STREET UGHT-5800 WMEN PER C.O.S. STA.14+18.12 C.L., 18.00 RT. STANDARD OR APPROVED EQUAL (SEE DETAIL -6- ON SHEET ER) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER -co > 0) co• 0; ui D m EXISTING STREET LIGHT PER E1.cc 00 4 Z3 cp SIZ U: 3 IOU: PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "'A" NTH 3.5' OPENINGS PER Q J2 EXIS11NG PROTECT IN PLACE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. id A: UJ L J /--% q3) >; U: Ll U_ Uj CD rA 0- LLJ LLJ LA'. + Wcy) i LL. u: a: cp :13 M L4 -46 co p; _j C) 02 % ci 4, + V_ m + cx I;t LAJ =3 V. - COO cx I cj �ROX. EG APPROX. EG Lr- La Uj LA: 2c M "m Im m ui c, cr.T cq0 C� I Lf UJL UjW m m Le N m Ce. + LAj+ (m - S=0.25% W Uj m 1-" cn M 0 - (n 04APPROX. Uj OR PIOPOSED WEST FLOWLINE EG j I.- (A cn WES= J ) S=-0.2,"% J 1 E S=0.25% 4- 0 cn U3 in 360 358 356 354 352 350 3481 11+00 12+00 13+00 14+00 (WEST FLOW LINE) STA. 10+00.00 C.L. TO STA. 18+09.34 C.L. F 4f# L S OT L LLJ ABBREMAIONS FLOWLINE POVC •POINT ON VER11CAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI _T ECR END CURB RETURN PRC •POINT OF REVERSE CURVATURE BC BEGIN CURVE m co Go cz POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF P STANDARD PLAN R.S.P. A88A-CASE F - DETAIL *5' ON SHEET 6. OF VERTICAL CURVE FC iAVEMENT FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. _j cs 9 u: A.P. ANGLE POINT F.O.C. FACE OF C/G CURB AND GUTTER 7' A.F.L. PARKING AREA FLOW LINE •U8 fin FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL -3- ON SHEET 6. FURNISH & INSTALL STREET UGHT-5800 WMEN PER C.O.S. STA.14+18.12 C.L., 18.00 RT. STANDARD OR APPROVED EQUAL (SEE DETAIL -6- ON SHEET ER) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER -co C.O.B. SM. ST -23. CD m EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLAN cp SIZ U: 3 IOU: PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "'A" NTH 3.5' OPENINGS PER Q J2 EXIS11NG PROTECT IN PLACE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. /--% q3) >; Uj CD rA LLJ LLJ L4 -46 co p; LA: iw 4, Lr- La Uj LA: cr.T cq0 C� I Lf + 02 m Le N m Ce. + LAj+ (m - W Uj m 1-" cn M 0 - (n 04APPROX. Uj OR L'i EG Uj Li M I.- (A cn APPROX. E(';'p 4- 0 cn U3 in S ­_O. -4- S=0.27% S ---0.66X PR OPOSED, AaS-S T PROPOSM EAST FLOWLINE S--0.24%- S-0.21% EAST FLOILINE LEGENDL. FL ABBREMAIONS FLOWLINE POVC •POINT ON VER11CAL 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 P STANDARD PLAN R.S.P. A88A-CASE F - DETAIL *5' ON SHEET 6. OF VERTICAL CURVE FC iAVEMENT FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PACURB VEMENT A.P. ANGLE POINT F.O.C. FACE OF C/G CURB AND GUTTER 7' A.F.L. PARKING AREA FLOW LINE •U8 + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL -3- ON SHEET 6. FURNISH & INSTALL STREET UGHT-5800 WMEN PER C.O.S. STA.14+18.12 C.L., 18.00 RT. STANDARD OR APPROVED EQUAL (SEE DETAIL -6- ON SHEET ER) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER t--,% Q J1 C.O.B. SM. ST -23. NOTE: EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLAN 13+00 14+00 15+00 (EAST FLOW LINE) STA. 10+00.00 C.L. TO STA. 18+09.34 C.L. 340 18+00 18+25 Know what's belowl. left ual I 1efore you 1ig. LUEN (!Qgn CONSIRUCT110N, NOIES: FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST -22- 10-1% CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "Bo CURB & GUTTER PER C.O.B. SID ST -1 EXISTING SURVEY MONUMENT ITEM OF WORK - SEE SCHEDULE 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. SM ST -6 D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STA.11+57.62 C.L., 18.00 LT. STA.13+69.55 LT.13+71.18 f--% ml, - mom FACE OF CURB STATION - SEE TABLE F. INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 1110111111 STORM DRAIN MANHOLE STA.14+05.98 C.L., 15.00 LT. U4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED REFER TO SEWER & STORM DRAIN PLANS STA.14+13.12 C.L., 18.00 LT.ii�,'STA. ---------- 14+1&00 F.O.C. STANDARD PLAN R.S.P. A88A-CASE F - DETAIL *5' ON SHEET 6. CONSTRUCT TYPE "e CATCH BASIN NTH 3SOPENING PER SECIION LETU r--*- U5 CONSTRUCT 6* CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6* REVEAL PER DETAIL ON SHEET 6. C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. L_ - - - - - - U6 PARKING AREA 6- THICK CONCRETE- SEE DETAIL *4:* ON SHEET 6. S_ SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 STA. 11+59.25 III F.O.C. INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. SHEET WMW SECTION IS SHOVN- 1111111 III I III III II II1�11 III ILII IIII IIID IIII STA. 13+76.18 F.O.C. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT PHASE. •U8 STA. 13+84.14 F.O.C. 1 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL 7 ON SHEET 6. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN /--%. U9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL -3- ON SHEET 6. TRACT BOUNDARY PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE mEr A.C. STA.14+18.12 C.L., 18.00 RT. FURNISH & INSTALL 2 EA. 1-1/2- BLANK CONDUIT PIPE UNIT BOUNDARY OVER 0.45' AGGREGATE BASE OVER O.5V COMPACTED O.G. M BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. t--,% Q J1 FURNISH & INSTALJL 1 EA. 2" AND 1 EA. 1-1/27 BLANK CONDUIT PIPE. NOTE: STA.17+87.19 C.L., 15.00 RT.-� STA. 17+92.89 D.C. PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "'A" NTH 3.5' OPENINGS PER Q J2 EXIS11NG PROTECT IN PLACE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. /--% q3) EXISTING M BE RELOCATED TO, BE INSTAUJED WITH UNITS 3 & 4 CONSTRUCTION PLANS. Know what's belowl. left ual I 1efore you 1ig. FOC TABLE HAVENCUFF STREET Mum mm STA.11+50.48 C.L., 15.00 LT. STA. 11+51.29 F.O.C. STA.11+57.62 C.L., 18.00 LT. STA.13+69.55 LT.13+71.18 STA. 11+59.25 F.6.6. F.O.C.► ml, - mom Know what's belowl. left ual I 1efore you 1ig. FOC TABLE HAVENCUFF STREET STA.11+50.48 C.L., 15.00 LT. STA. 11+51.29 F.O.C. STA.11+57.62 C.L., 18.00 LT. STA.13+69.55 LT.13+71.18 STA. 11+59.25 F.6.6. F.O.C.► ml, - mom .69 C.L., 15 F. 1110111111 STA.14+05.98 C.L., 15.00 LT. STA. 14+10.04 F.O.C. STA.14+13.12 C.L., 18.00 LT.ii�,'STA. ---------- 14+1&00 F.O.C. STA.17+51.4711100 Llmi,, STA. 17+56.35 F.O.C. STA.11+50.48 C.L, 15.00 RT. STA. 11+III 51.29 F.O.C. STA.11+57.62 C.�IlL., 1&00 RE STA. 11+59.25 III F.O.C. IIIA IIIIIIII� II STA.13+ C.L., 18.00 R T. 1111111 III I III III II II1�11 III ILII IIII IIID IIII STA. 13+76.18 F.O.C. ILII II 1111111 STA.13+81.6915.00 1?1­4 STA. 13+84.14 F.O.C. 1 L�T�.14+10.98 C.L., 15.00 RT. STA. 14+15.04 F.O.C. STA.14+18.12 C.L., 18.00 RT. STA.17+80.05 C.L., 18.00 �IIRT.17+& STA.17+87.19 C.L., 15.00 RT.-� STA. 17+92.89 D.C. Know what's belowl. left ual I 1efore you 1ig. 1111111111 EXPANSION JOINT AT SIDEWALKS. YMERE " OCCURS.CONCRETE WALK, A FIN I t I ®1 r(IN' PARKING SEE DETAIL 4 THIS SHEET)04 q G0C Q�kOgDogUGGqGG(3�L Oq`gqOG_c`iguGGg qGG g,c CLASS *B" CONCRETE (5 SACK)G0 00000 C >, 0g0GGG0G0C?0JG0Gc., EXPANSION JOINTS EA. 30 WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE /A/' DETAIL. 6" CONCRETE CURB " N. T. S. i 2^ 0.50' TYPE "A" CONC.--J 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL "4" PARKING AREA FLOWLINE 1. MAXC14 r FRONT EDGEf I < OF SIDEWALK SEE NOTE 8 CASE F d a a 1.67" TO T• " O OCNI CENTER•451 CENTER SPACING d 0 0 TOP DBASE " ®1 «.« DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 8) TYPICAL CURB RAMP DETAIL P9 5$$ IN ACCORDANCE NTH CALTRANS1 SCALE: NONE TO BE USED ON ALL LOCAL STREETS. LOT SIDE t SIDEWALK � - •i i •444 • M:4» Yt i'. •r•rr i•a at••- ••r♦• iitr•44. it♦ it 4 it• • •• # •• ♦4444 • • #44. � �. 4 i i•♦ ♦♦ i 4 ♦.: ,, ♦444►14 ♦ •1 4 •'. MI IIII �IIII� �-���I��I���IIII�II�I`II�III,��II������I���N��M��t��l� :IIII IILII�II �I�� +I p � � SEE NOTE 8 CASE F d a a 1.67" TO T• " O OCNI CENTER•451 CENTER SPACING d 0 0 TOP DBASE " ®1 «.« DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 8) TYPICAL CURB RAMP DETAIL P9 5$$ IN ACCORDANCE NTH CALTRANS1 SCALE: NONE TO BE USED ON ALL LOCAL STREETS. LOT SIDE t SIDEWALK a s • a PRIVATE SIDEWALKDETAIL $13$$ TYPICAL BULGE " 15�' RADIUS m SLAB SEE C.O.B. SM ST -23 " ft ANCHOR BOLTS " I M I - 4:1'J ® ® JiZ am w� 00 ._ 117 _T_ l � z mstein MI IIII �IIII� �-���I��I���IIII�II�I`II�III,��II������I���N��M��t��l� :IIII IILII�II �I�� +I p � � IhII�III lyllll II INI IIIA -4 358 co ® a s • a PRIVATE SIDEWALKDETAIL $13$$ TYPICAL BULGE " 15�' RADIUS m SLAB SEE C.O.B. SM ST -23 " ft ANCHOR BOLTS " I M I - 4:1'J r DRAINJor ---CENTERUNE STORM SHEETHIGHGATE GLENN STREET SEE (PRIVATE STREET) STA. 10+00.00 SCALE: • a TO STA. 12+35.00 C.L. }} } HORIZONTAL 4 VERTICAL ff ® ® JiZ am M331=� 00 ._ 117 _T_ l ���, MI IIII �IIII� �-���I��I���IIII�II�I`II�III,��II������I���N��M��t��l� :IIII IILII�II �I�� +I p � � IhII�III lyllll II INI IIIA -4 358 co ® Ln ��� � � IIII, IIII .1111111 II III � I I � tl III IIII � ISI � �I � 1 356 • ����' 1 . ♦ • : ! # .. R , �Ilpl IIII IIlI��� VIII SII N I II, � � I} y R I�II� N_m SII * ♦ ,� �, ♦ � 354 M 352 uj � , Av 350 L 348 r DRAINJor ---CENTERUNE STORM SHEETHIGHGATE GLENN STREET SEE (PRIVATE STREET) STA. 10+00.00 SCALE: • a TO STA. 12+35.00 C.L. }} } HORIZONTAL 4 VERTICAL ff ® ® JiZ am M331=� 00 ._ 117 _T_ ���, MI IIII �IIII� �-���I��I���IIII�II�I`II�III,��II������I���N��M��t��l� :IIII IILII�II �I�� +I p � � IhII�III lyllll II INI IIIA -4 358 co ® Ln r DRAINJor ---CENTERUNE STORM SHEETHIGHGATE GLENN STREET SEE (PRIVATE STREET) STA. 10+00.00 SCALE: • a TO STA. 12+35.00 C.L. }} } HORIZONTAL 4 VERTICAL ff ® ® JiZ 360 M 'tA:co 00 ._ 117 _T_ ���, MI IIII �IIII� �-���I��I���IIII�II�I`II�III,��II������I���N��M��t��l� :IIII IILII�II �I�� +I p � � IhII�III lyllll II INI IIIA -4 358 co ® Ln ��� � � IIII, IIII .1111111 II III � I I � tl III IIII � ISI � �I � 1 356 ����' 1 . ♦ • : ! # .. R , �Ilpl IIII IIlI��� VIII SII N I II, � � I} uj I�II� � � ��� ; IIS III VIII : � � ��� SII * ♦ ,� �, ♦ � r DRAINJor ---CENTERUNE STORM SHEETHIGHGATE GLENN STREET SEE (PRIVATE STREET) STA. 10+00.00 SCALE: • a TO STA. 12+35.00 C.L. }} } HORIZONTAL 4 VERTICAL ff 360 358 356 354 352 350 48 11+00 12+00 (WEST FLOW LINE) STA. 10+00.00 C.L.TO STA. 12+35.00 C.L. ® ® JiZ 360 M 'tA:co 00 ._ 117 _T_ ig CID g i! -4 358 co ® Ln 356 uj -11 354 M 352 uj Av 350 L 348 346 cqAPPROX. 13+00 13+25 w+® 360 358 356 354 352 350 48 11+00 12+00 (WEST FLOW LINE) STA. 10+00.00 C.L.TO STA. 12+35.00 C.L. ® ® JiZ —_ M 'tA:co 00 ._ 117 _T_ ig CID g i! -4 co ® Ln uj -11 sas M uj Av L • cqAPPROX. w+® EGuiPROPOSEDEAS 4- U TC' uR r FLOWLINE346 E OROPOSED I 360 358 356 354 352 350 48 11+00 12+00 (WEST FLOW LINE) STA. 10+00.00 C.L.TO STA. 12+35.00 C.L. 10+25 11+00 12+00 (EAST FLOW LINE) STA. 10+00.00 C.L. TO STA. 12+35.00 C.L. I I 1 I i 1 — 1 T •, T -1. t T 1 I I T I T ••• • 1t"" »' 1 " " I "9" "T • I 1.1 I 1 " I T I •.�r' T I I"" I 1 I T 1 1 1 1 " t ' 1• I 1 T L"" I L 11 , 1 1 I I T •» » 1. � 1 t 1 I 1 1 1 CT 1 C� • T- I I 1Z• 1 T 1 1 1 I L • 1 T ® ® M 'tA:co 00 ._ 117 _T_ ig p 9 uj sas M C4Iq cqAPPROX. EGuiPROPOSEDEAS FLOWLINE346 10+25 11+00 12+00 (EAST FLOW LINE) STA. 10+00.00 C.L. TO STA. 12+35.00 C.L. I I 1 I i 1 — 1 T •, T -1. t T 1 I I T I T ••• • 1t"" »' 1 " " I "9" "T • I 1.1 I 1 " I T I •.�r' T I I"" I 1 I T 1 1 1 1 " t ' 1• I 1 T L"" I L 11 , 1 1 I I T •» » 1. � 1 t 1 I 1 1 1 CT 1 C� • T- I I 1Z• 1 T 1 1 1 I L • 1 T