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HomeMy WebLinkAbout1.1-6873 Ph 1 - 4 Revisionsa a V 352 351 350 349 348 347 346 352 351 350 349 348 347 346 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 90'00'00" 30.00' 47.12' 30.00' C l C 90'00'00' 20.00' 31.42' 20.00' 3 90'00'00' 20.00' 31.42' 20.00' 90'00'00' 30.00' 47.12' 30.00' NOTES: 0 INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH 5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. SEE SHEET 47 FOR INTERCONNECT DETAIL) O FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL ONES, INSTALL ONE 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) 0 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTICPAINTPERCALTRANSSTD. SPEC. PTH- 02ALKYD SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER SCALE: H ORI Z. 1" = 50' VERT. 1" =2' LLJ M W z Q X W i 1 W m 1 O — 1 tt s +s.c _ 1ok 0 0 1 A S 0'59'15" W r 1 \ m N fwo Q !.U o z X UW m w ' 0U O 0 0, 48 4 c/) 51 SEE SHEET 4 w o U0 Q: W z J J O C° U M ri u- M ¢ SEE SHEET 7 W 10' 20 20.11 m CD 00 O 5 n 5t- ri G N 5- o _ 2 o _ N FL 1 +5. , o j CD y "-R /W v, ! i 1 ti W N QDz ciI om CNO I U Q to 6( mW om d W U _ r7 M to v w J J a u- m w 2 C) 7 U OmpO C:) L0 co n' o O rnm or M n Lic Li M cy- Of M W^ OoO r- Lo 01.1-20 1 SEE SHEET 7 w z J 0 a U O PHASE 1 PHASE 2 IJ NOTE: CONSTRUCT STREET SECTION PER TYPE "A° LOCAL STREET SECTION ON SHEET 2 TI(lkL E BERRY X A Y PHA "QE 1 10 4gOFESSIO E. QJ No. 35473 9/30/15 CIVIL~ a RT E• s Y< QCJ /Z I No. 35473 Exp. 9-30-17 sl crcAvi e O uF0 % U --Z 2 E. SMITH RCE 354 3 DATE L EGEN D,, S TD, CI T Y SUR VEY MONUMENT a STD: STREET LIGHT - 9500 LED Q STD. STREET LIGHT - 22000 LED STD. STREET NAME SIGN CMETR0 9T CITY STREET NAME SIGN S TD, CURB RAMP f DRI VEVA Y TRAFFIC CNNTROL SIGN PT RADIAL TO CENTERLINE S TA TI17N r TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 12 13 Lo low 352 y O 351JOLi. C7 W • -- - o C 349 o — — '-- ..- - -- 348 9j00. L0 oi + rn o f Lc) - _ - - - -- 347 352 M - - - -- -- - - -- 351 I W 350M — -- Mo O _ -- — CD I s- + — -- 349 z 348 L 347z -- -- - -- J - mah,i 346 CD SE 1TRACTNo.- o -- m - m -- O _. 5TREEr t v _ Y - -- BERRY _A __ SHEET OF 52 SHEETS J W OO 2 C l CC14 2 N0N cr- c LLJi_ JJ SEE SHEET 4 ° 7 48 48 mm WW - O OO JJ Z W 38 I cco cco 33 Z I + Y J X -- w mm w Z I cco v I M W z Q X W i 1 W m 1 O — 1 tt s +s.c _ 1ok 0 0 1 A S 0'59'15" W r 1 \ m N fwo Q !.U o z X UW m w ' 0U O 0 0, 48 4 c/) 51 SEE SHEET 4 w o U0 Q: W z J J O C° U M ri u- M ¢ SEE SHEET 7 W 10' 20 20.11 m CD 00 O 5 n 5t- ri G N 5- o _ 2 o _ N FL 1 +5. , o j CD y "-R /W v, ! i 1 ti W N QDz ciI om CNO I U Q to 6( mW om d W U _ r7 M to v w J J a u- m w 2 C) 7 U OmpO C:) L0 co n' o O rnm or M n Lic Li M cy- Of M W^ OoO r- Lo 01.1-20 1 SEE SHEET 7 w z J 0 a U O PHASE 1 PHASE 2 IJ NOTE: CONSTRUCT STREET SECTION PER TYPE "A° LOCAL STREET SECTION ON SHEET 2 TI(lkL E BERRY X A Y PHA "QE 1 10 4gOFESSIO E. QJ No. 35473 9/30/15 CIVIL~ a RT E• s Y< QCJ /Z I No. 35473 Exp. 9-30-17 sl crcAvi e O uF0 % U --Z 2 E. SMITH RCE 354 3 DATE L EGEN D,, S TD, CI T Y SUR VEY MONUMENT a STD: STREET LIGHT - 9500 LED Q STD. STREET LIGHT - 22000 LED STD. STREET NAME SIGN CMETR0 9T CITY STREET NAME SIGN S TD, CURB RAMP f DRI VEVA Y TRAFFIC CNNTROL SIGN PT RADIAL TO CENTERLINE S TA TI17N r TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 12 13 Lo low 352 y O 351J OLi. C7 W • -- - o C 349 o — — '-- ..- - -- 348 9j00. L0 oi + rn o f Lc) - _ - - - -- 347 352 M - - - -- -- - - -- 351 I W 350M — -- Mo O _ -- — CD I s- + — -- 349 z 348 L 347z -- -- - -- J - mah,i 346 CD SE 1TRACTNo.- o -- m - m -- O _. 5TREEr t v _ Y - -- BERRY _A __ SHEET OF 52 SHEETS W z J J O C° U M ri u- M ¢ SEE SHEET 7 W 10' 20 20.11 m CD 00 O 5 n 5t- ri G N 5- o _ 2 o _ N FL 1 +5. , o j CD y "-R /W v, ! i 1 ti W N QDz ciI om CNO I U Q to 6( mW om d W U _ r7 M to v w J J a u- m w 2 C) 7 U OmpO C:) L0 co n' o O rnm or M n Lic Li M cy- Of M W^ OoO r- Lo 01.1-20 1 SEE SHEET 7 w z J 0 a U O PHASE 1 PHASE 2 IJ NOTE: CONSTRUCT STREET SECTION PER TYPE "A° LOCAL STREET SECTION ON SHEET 2 TI(lkL E BERRY XA Y PHA "QE 1 10 4gOFESSIO E. QJ No. 35473 9/30/15 CIVIL~ a RT E• s Y< QCJ /Z I No. 35473 Exp. 9-30-17 sl crcAvi e O uF0 % U --Z 2 E. SMITH RCE 354 3 DATE L EGEN D,, S TD, CIT Y SUR VEY MONUMENT a STD: STREET LIGHT - 9500 LED Q STD. STREET LIGHT - 22000 LED STD. STREET NAME SIGN CMETR0 9T CITY STREET NAME SIGN S TD, CURB RAMP f DRI VEVA Y TRAFFIC CNNTROL SIGN PT RADIAL TO CENTERLINE S TA TI17N r TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 12 13 Lo low 352 y O 351JOLi. C7 W • -- - o C 349 o — — '-- ..- - -- 348 9j00. L0 oi + rn o f Lc) - _ - - - -- 347 352 M - - - -- -- - - -- 351 I W 350M — -- Mo O _ -- — CD I s- + — -- 349 z 348 L 347z -- -- - -- J - mah,i 346 CD SE 1TRACTNo.- o -- m - m -- O _. 5TREEr t v _ Y - -- BERRY _A __ SHEET OF 52 SHEETS FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 134'2455" 42.00' 98.53' 99.95' O 44'24'55" 35.00' 27.13' 14.29' 03 90'00'00" 20.00' 31.42' 20.00' 90'00'00" 20.00' 31.42' 20.00' 3 ) 90'00'00° 20.00' 31.42' 20.00' 90'00'00" 20.00' 31.42' 20.00' 2 ) 44'2455' 35.00' 27.13' 14.29' 8 134'24'55° 42.00' 98.53' 99.95' 9 134'24'55" 42.00' 98.53' 99.95' SCALE: 349 348 347 346 349 348 347 346 FLOWLINE CURVE DATA CURVE J RADIUS 0 TANGENT M 44'2455' 35.00' 27.13' 14.29' O cd 00 M FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 0 44'2455' 35.00' 27.13' 14.29' 11 90'00'00' 20.00' 31.42' 20.00' 0 90'00'00" 20.00' 31.42' 20.00' 1Q 442455' 35.00' 27.13' 14.29' 14 134'24 '55" 42. 00' 98.53' 99.95' 3 3 3A M ti ti NH C--0 Lmlj Z 0o co O 1i cn 0= M j CD CD c) 1 4 1151 15 9 1 5 U Tnw?. CmD W I I CD rn UW C O u") 0o co CD M N ad cn r7 W v 050 j 'T N QSN m00 coO Q6 Ow O, O O l 3q 3q Q, 155' 155' Lo o a 50' np. TV. v co co10Ncn C6 cy ou 9 +03.23 BVC FL 348.44 25.00' LT.) 10 0 it -- o 7F J J J A r Q r1 ¢ x n W dWv00Ln > b J co o F n 1 00 M coZMMc:1 M O o0 i- F= Z I rl- c14 V) W - J J Q M J d V) W U=', Cn Z M L` Q ti M a 00 n ' L M Z 0_ M r- 00^ J m m J WPM M M ( m OOM^ J M 3^ a C-) ,y co p CD , m c co L A A Lq Lo M\ I\ U U U U ~ Z M Li W Q U W Oi 3 M O t 7 ti ti J of 3 0 m W m W H Z m m m n O U W N n M O M W M N W Or U O F- M M + J U c (::)j Oo t m O M r7 = M M Z O_ W M M r- m W N m M u7 Mm Qj D7 U C3I L) c U U On C<D• U Lo- L3 O 00 OD 0 N00O Co Lq O H m W ri v v M SEE SHEET 18 3 o r N M, , SEE SHEET 8 q q o N 10 2011120 10 N w w ± 10 20 20 10 N M ' ' o ' 3 00 m c ca -5 c 0 ¢o 16 X17 t5- QQ S 47co X48 491 IN 3M 1 I iw _z 1 a, /W 0Q`- g L 7 12'D r • 6° SEWER - - -- - r, . _... - - - - -- S 89'00'45" E1d " - - -- _, . - - - - 628 5 _ _ 2" SEWER 15 +79.33 N } 17 +29.33 + N 6" SEWER 9 +28.23 PIVC FL 348.54 000 _ _ s 89'01'13" E ' ' _ _ - ' 628180 co 00 p 11 S 89'00'45" E 12 LT. 4.5 COMB. SIDEWALK -TIP. 13 14 ' ' ' 9 +28.23 POVC FL 348.49 10k00' © N TYPE "8" CURB &GUTTER L 6" S.D. 15 62816 36" S.D. 16 36" S.D. ;o o 4 t 17 36" S.D. 36° S.D. L 18 N 36" 1 17,9 49 o 11 9 +53.23 BVC FL 348.44 J 25.00' RT.) H OR I Z. 1 " = 50' VERT. 1 " = 2' 3A 3A M ti ti NH C--0 Lmlj Z 0o co O 1i cn 0= M LL J LL- 0 L L- CD c) 1 4 1151 15 9 1 5 U Tnw?. TW. W I I J J J A r Q r1 ¢ x n W dWv00Ln > b J co o F n 1 00 M coZMMc:1 M O o0 i- F= Z I rl- c14 V) W - J J Q M J d V) W U=', Cn Z M L` Q ti M a 00 n ' L M Z 0_ M r- 00^ J m m J WPM M M ( m OOM^ J M 3^ a C-) ,y co p CD , m c co L A A Lq Lo M\ I\ U U U U ~ Z M Li W Q U W Oi 3 M O t 7 ti ti J of 3 0 m W m W H Z m m m n O U W N n M O M W M N W Or U O F- M M + J U c (::)j Oo t m O M r7 = M M Z O_ W M M r- m W N m M u7 Mm Qj D7 U C3I L) c U U On C<D• U Lo- L3 O 00 OD 0 N00O Co Lq O H m W ri v v M SEE SHEET 18 3 o r N M, , SEE SHEET 8 q q o N 10 2011120 10 N w w ± 10 20 20 10 N M ' ' o ' 3 00 m c ca -5 c 0 ¢o 16 X17 t5- QQ S 47co X48 491 IN 3M 1 I iw _z 1 a, /W 0Q`- g L 7 12'D r • 6° SEWER - - -- - r, . _... - - - - -- S 89'00'45" E1d " - - -- _, . - - - - 628 5 _ _ 2" SEWER 15 +79.33 N } 17 +29.33 + N 6" SEWER 9 +28.23 PIVC FL 348.54 000 _ _ s 89'01'13" E ' ' _ _ - ' 628180 co 00 p 11 S 89'00'45" E 12 LT. 4.5 COMB. SIDEWALK -TIP. 13 14 ' ' ' 9 +28.23 POVC FL 348.49 10k00' © N TYPE "8" CURB &GUTTER L 6" S.D. 15 62816 36" S.D. 16 36" S.D. ;o o 4 t 17 36" S.D. 36° S.D. L 18 N 36" 1 17,9 49 o 11 9 +53.23 BVC FL 348.44 J 25.00' RT.) H OR I Z. 1 " = 50' VERT. 1 " = 2' 4 25.66' rn c ON CURVEo .d. 00 -- M _ 6W - U M M M M W - - -- -N N uil -'1 l ".1 OD 00 M C14 C14 Q m CA Of 3' VERTICAL . 3 3 I I -R /'W 3 3 3 B tf. 3 I R/W A A F1 LOAAq 7 (iOii c1Oii 15 5' ] 5 5' cv (pu i c Di I- C) 15 5' 15 5' I (tOV s65 3TYP. TYP = 4 8 1 N i? 5 6 3TYP. TYP 3 5 5 5 4 M M 5 3 r:4 M co . M 10 201- 5 20 1 O' q q ^ ti Mto M \O (U N GN (L co m M 00cuCli Q0 Q0 M SEE SHEET 6 ° ' ° W ° M c') z 0co coco Q n U M M Li _ r co c a J ffl M DD CU rn w O w u- w L" qL00 (ti (n Y ^ rn M m W >- m M O n m ¢ ( n N OTES: U INSTALL 2 - 6" GATES PER CITY STD. D -13 CONST. DRIVEWAY APROACH PER CITY STD. ST -2 10 11 27. W JLA- M 0i ON -qry O X25 66' . rn gR 53' n O.0 d aid ON CURVE 27.13' m Q 21 M Q M NH N)N N OMD o Z 00au z d C> O c ^ ad O 1i cn 0= M LL J LL- 0 L L- MOOp r,y Lq 0 MM U Ln Cm7 p- W U w 0i M M rn mNM 20+07.26 POVC FL 348.32 O C O 4 25.66' rn c ON CURVEo .d. 00 -- M _ 6W - U M M M M W - - -- -N N uil -'1 l ".1 OD 00 M C14 C14 Q m CA Of 3' VERTICAL . 3 3 I I -R /'W 3 3 3 B tf. 3 I R/W A A F1 LOAAq 7 (iOii c1Oii 15 5' ] 5 5' c v (pu i c Di I- C) 15 5' 15 5' I (tOV s65 3TYP. TYP = 4 8 1 N i? 5 6 3TYP. TYP 3 5 5 5 4 M M 5 3 r:4 M co . M 10 201- 5 20 1 O' q q ^ ti Mto M \O (U N GN (L co m M 00cuCli Q0 Q0 M SEE SHEET 6 ° ' ° W ° M c') z 0co coco Q n U M M Li _ r co c a J ffl M DD CU rn w O w u- w L" qL00 (ti (n Y ^ rn M m W >- m M O n m ¢ ( n N OTES: U INSTALL 2 - 6" GATES PER CITY STD. D -13 CONST. DRIVEWAY APROACH PER CITY STD. ST -2 10 11 27. W JLA- M 0i ON -qry O X25 66' . rn gR 53' n O.0 d aid ON CURVE 27.13' NOR 12 Z M M m Q 21 Z M M M M J Z U ZO_w W Y U m CD W 2000 LED mm Co LL O JMOOp r,y Lq U MM 0 p- W U M C)¢ 0i M rn O= M O 20+07.26 POVC FL 348.32 C u") M 0 C6 N ad cn r7 W 3 OoLi CsW Z C coO Q6 w of Of T- N Nj NOTE: CONSTRUCT STREET SECTION PER TYPICAL Lo O 50' VER lCAL CtiRVE - -- NOR 12 Z M M m Q C.7 Z M C, m M J Z U ZO_w W Y U m CD W 2000 LED mm Co LL O JMOOp r,y Lq U MM 0 p- W U M C)¢ 0i M rn O= M O 20+07.26 POVC FL 348.32 w O fcn3^ O ( u") M 0 vi O cn N M OmJN STANDARD RESIDENTIAL 3 OoLi CsW Z C coO Q6 T- N NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 r rrril»a PHASES 13 14 4 0. ENE m LL- M M U M m n M 2 z 15 ccLn M ^ C - -- - C> 00 M co LL ' co co M cv- 4- Q 0 cn 1m] II 4gOFESSIO 14 E. w No. 35473 Qf T E s Qo No. 35473 S Exp. 9-30-17 l 1-31 9/30/15 110 CIVIL o CAL I 04Q~ LEGEND- 1 STD, CITY SURVEY MVP UMEN T STD. STREET LIGHT - SEE 6873 STD, STREET LIGHT - 2000 LED SEWER PLANS V (METRO) STD, CITY STREET NA FOR SUMP DETAIL 19 +82.26 BVC FL 348.27 25.00' LT.) f DRI VEWA Y 20 +07.26 PIVC FL 348.37 PT RADIAL TO CENTER 20+07.26 POVC FL 348.32 m TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGN 20 +32.26 EVC FL 348.27 WIRING AND PULL BOXES 25.00' RT.) STANDARD RESIDENTIAL VOSS GUTTER CV 4gOFESSIO 14 E. w No. 35473 Qf T E s Qo No. 35473 S Exp. 9-30-17 l 1-31 9/30/15 110 CIVIL o CAL I 04Q~ 16 17 18 19 20 LEGEND- o STD, CITY SURVEY MVP UMEN T STD. STREET LIGHT - 9500 LED STD, STREET LIGHT - 2000 LED STD, STREET NAME SI V (METRO) STD, CITY STREET NA SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIG PT RADIAL TO CENTER INE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGN L INTERCONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL VOSS GUTTER 16 17 18 19 20 T- N LLJ 0. T- 0.400,7 1.4 - - + 8 2257E 2 tn2 77, 27.1 CURVE ^ M coUNR 0.2W% N 1.42 aO L12,5*, 46, 210.00. M m M6 twi - - - -- tJELJ JW w m M W T TV CL j Q N CD JJ m l C7 C7 ' D: -- 1-te) W n M U m CA CO to Co r) CV N N U O] Z U W M cc M co O ~O i- M c CL + 50' VBTICAL CURVE IDENTI STRAWBERRY 33 LANE POINT 31 q2 + 27.13 CURVE M 375.44 y142 ri O C. 0' 52.27 - °o - O C -^ - N W n 00 O J O N O^ L _ J _. u- -. .. 0 / INE __ ash 1''- -Q- " W Q - - m - - f U ? > N _. CD m + Li m a 2 C9 Q_ > OmM - - - -- - -- -- I" a- - - tai M M n m - N r7 N^ m W M M c0 O+ a0 O 1 Of t0 M •- 04 mLh 50' TM CURVE f _ SX - 15+79.. - ROIE- -BERRY Im c9 Jti mCD a 349 348 347 346 1 349 348 L '347 346 I --6 -0 R P JbIZ7, '1'- TRACT No. 6873 PHASES 1 & 2 GREET PLAN & PROFIL 00 _ SHEET 7 OF 5 SHEETS I 1-- 6, V1 -7 P I -.-q 351 350 349 348 347 346 351 350 349 348 347_ 346 PHA PHMA 3 3 Q q FLOWLINE CURVE DATA J DELTA RADIUS LENGTH TANGENT 10 O 20.00' 31.42' 20.00' cu 6 1CD 90'00'00' M C 20.00' 43 a 20.00' 31.42' 20.00' 90'00'00' 20.00' 31.42' M M 90'00'00' 20.00' M 20.00' LJi LJi 20.00' 31.42' LJi Q VOW C> O U C.D Qu° CD Z U 0 q n o QJ m q q oM _ 0 C - m W W cU 0cu ON SEE SHEET 7 6 o o M O0 q A U7 n q q PHA PHMA 3 3 Q q FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 90'00'00' 20.00' 31.42' 20.00' cu 6 1CD 90'00'00' 20.00' 31.42' 20.00' 43 90'00'00' 20.00' 31.42' 20.00' 90'00'00' 20.00' 31.42' 20.00' m 90'00'00' 20.00' 31.42' 20.00' 90'00'00" 20.00' 31.42' 20.00' 3 3 Q q 3 3 q A Ln CD Ln co co -CD Co /W o M O o - 5 6 - - - - - -- - - - - - - - - _ - -_ - - - -- 2oo L WITH 4.5 COMB. SIDEWALK -TYP. <> 62824 p J9 26' DWG - ---- --- N - - i --- -- .... -- m 12 +80AO i 144 15 CONST TYPE °B" CURB & GUTTER 16 17 18 cv 19 fg0 - n Ct 26' S 00'59'15" W O 11 -- -- - - - _- - -p 12 fwwcVI 7 SEwE L 62819 O ® fi S 00'59'15° W 62823 R SFwF 8° SEwEP fi -S 00'59'15" W 3 r, fQ d F- 26' DW ~ c © O - - -- -- - - w - O - - - -- - - - - - O — - -- - -- O w - - 26' z° o {o^o R W o 0 o rn °o q q o R W q q q o 47 U- - 46 A 5 243' - 323 22 X21 20 X19 18 17 N_ 3 c2i 5 b d > >> U 5--*— o c ca o 0 0 0 0 10 120 5'20 10 of 20 20 10 v ° °° W ^ 10 20 N cu I SEE SHEET 7 10 J 9 ^ M N 6 r o, 59,5,,5 CQ 60 Cm7 F4 cu 6 1CD 62 63 C) L0 N 65 66 M O cri 68 O LQ KI Q-1 m 70 c.> m W 10120 20 Lid q q CD O l'il 55~ O U C.D Qu° cDV LLJ U 0 o 00 SEE SHEEET 12 M M q q oM _ Ln CD Ln co co -CD Co /W o M O o - 5 6 - - - - - -- - - - - - - - - _ - -_ - - - -- 2oo L WITH 4.5 COMB. SIDEWALK -TYP. <> 62824 p J9 26' DWG - ---- --- N - - i --- -- .... -- m 12 +80AO i 144 15 CONST TYPE °B" CURB & GUTTER 16 17 18 cv 19 fg0 - n Ct 26' S 00'59'15" W O 11 -- -- - - - _- - -p 12 fwwcVI 7 SEwE L 62819 O ® fi S 00'59'15° W 62823 R SFwF 8° SEwEP fi -S 00'59'15" W 3 r, fQ d F- 26' DW ~ c © O - - -- -- - - w - O - - - -- - - - - - O — - -- - -- O w - - 26' z° o {o^o R W o 0 o rn °o q q o R W q q q o 47 U- - 46 A 5 243' - 323 22 X21 20 X19 18 17 N_ 3 c2i 5 b d > >> U 5--*— o c ca o 0 0 0 0 10 120 5'20 10 of 20 20 10 v ° °° W ^ 10 20 N cu I SEE SHEET 7 10 2011 20 9 ^ M N cu 58 o, 59,5,,5 CQ 60 Cm7 cu 6 1CD 62 63 M 64 N 65 66 67 68 O 69,s,+ O 70 c.> m 0 o 10120 20 10 1 W m o SE 1 55~ 57 CD 0 o- c°c U O N CD M M N oM _ C - m W 12 o0co 13 M I O0 347 N + O LA m m Lil 11346w5 Tw. I O U-; M u-; I Tw. U7, co SEE SHEET 7 SEE SHEETT 12M U- 9 ^ M M m Cm7 U wZ00E9 M ZQJOO o vN rn oO M W O SCALE: / H ORI Z. lop = 50' VE R T. 1 " = 2' 10 J LL_ 1L m O U W 4=__'- O ± r N + i r 0.507% OD 31.42 100.00 Lo 4072 m U O W 0 O O M o SEE SHEETT 12MSttSHttl9 ^ M m M Li w m JCDL E9 M Z 05.- O CD rn o O Q M W m Q m W c.> m 0 o Z I W m o c 0 o- c°c U O N M M N oM _ C - m W 12 o0co 13 o - M 0 o_ 0.2009- _ - __ 280.00' r- _. 06 J JLL WAY I + I - - -- -- - -- Omm U U N 50' VERTICAL - -- + CD co Ln 0 v tri 14 15 EX. GROUND @ CL NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t MHOW-wi, PHASE 2 16 17 WEC FLOWLIN, I - - -I- EAST- FLO - INE i fE:3 o SEE SHEETT 12 N m mU N wE9 o Lcw Z 05.- O rn o O Q M c.> m I W m c 0 o- 348 N oM _ C - m W kN P.:.0 a- o0co M I O0 347 N + O LA m m Lil I + I - - -- -- - -- Omm U U N 50' VERTICAL - -- + CD co Ln 0 v tri 14 15 EX. GROUND @ CL NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t MHOW-wi, PHASE 2 16 17 WEC FLOWLIN, I - - -I- EAST- FLO - INE i fE:3 o SEE SHEETT 12 J U) Li M m m Um wE9 o Lcw ZoOC14CP rn o O Q M m 19 20 I- —I— — I_ — —I— — e,OFESSION E. w No. 35473 m 9/30/15 C 7 CIVIL ~ Q OF C &L1 DW DW i -/--) ROBERT E. SMITH RC 35473 DATE ART E. S\ No. 35473 Exp. 9 -30 -17 CIVIC. aQ LEGEND, o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LE STD, STREET NAME SIGN CMETRID S TD, CITY S TREE T NAME SIGN 13 STD, CURB RAMP f DRIVEWAY TRAFFIC CNNTROL SIGN PT. RADIAL TO CENTERLINE STAT,17N T TYPE A" CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCO NECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS CUTER 351 350 N C C r._. i 349 m s 348 347 346 I 351 o.509x - 350 31.42' 0. C, ci M I 349 J Ls.. L CD 348 m W I O0 347 N + 11346 ff T PE _ & f 'OFfLE - STRA__ RRY LANE SHEET $ OF 52 SHEETS t'1" ft I - f 8 350 349 348 347 346 kwei 349 348 347 346 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 2275'35" 35.00' 13.70' 6.94' 90100'00" 35.00' 54.98' 35.00' 3 62'57'52' 35.00' 38.46' 21.43' 4 128'15'01' 42.00' 94.01' 86.59' 5 128'15'01" 42.00' 94.01' 86.59' 13'32'10' 30.00' 7.09' 3.56' 7 90100'00" 20.00' 31.42' 20.00' 8 90'00'00" 20.00' 31.42' 20.00' 09 22725'35' 35.00' 13.70' 6.94' 0 1 134'51'11' 84.00' 197.70' 202.06' NOTE- 95Z COMPACTION AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES SCALE: H ORI Z. 1 " = 50' VERT. 1" = 2' o- -- --- -- 13.70'x' O.C. LL- Up C.> Ln m _ r d O L0 PS M rn 0d MM M M t0 U- 06 CD n U U- .. U o c m 'r'- ° mooqAXNM + GA = Raj O qoao ` c1, c1, 4 + o o M 3 2 ° O O 4 q Q J ONUS W Cj- N U_ O O -oNO cn 27 . 28 29 0 0 30 3 1 coa 33Tw. Tr. Z cn WITH 4.5 COMB. SIDEWALK -TYP. O 12' WIDE CROSS GUTTER O c9 o dCONST. TYPE 'B' CURB & GUTTER 12 N PER C.O.B. STD. ST -9 N 14 N 12 +80.00 Il" SEWEP ° 62821 3 N 6 Ld 4 1 -- - W 3 3oII o sy ,S, I c ,: o,o 40 39 38 37 la ° q q o o o q q zO p cu cu Ocs p M cu ti 00 00 o, „ "' ° SEE SHEET 11 0 ca J `}' `} PO rn o^O, r° Ln U- M M m u°-) __j LJ cib M M° P5 ui LJ C. C> ooi m U o m UZ IoW m o co m ED o o_ , O U Q Q m O rO oMD W + N +OL() O O Z O M M CVooQ ° + + `. min o co co + N OQ oN + m NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 PA SPBERP Y A rl UE PHASE 2 10 11 12 13 L --- -- +-- - - -r -- 0.509X CO Lq ON CURE M : LJL- M U J Q,544 m 94.01 N I ri 101.10' GtiRVE r7ONCURVEm - ON CURVE M M odM 00 00 a J LL' LO rl") L a mc W M J N m Z >- U LU to Ks O Lu O M O r w - -- yERTICAL CURVE ' IDENTICAL O SEE SHEET 9 m C> N 9 +80.00 BC FL 347.46 (100.40' LT.) 10 20 2011 0 ui 0 POINT 9 +77.35 PRC FL 347.49 (87.05' LT.) O o+ 4 3 C4 S 81 '49'55 E 26' DN. - w cNC 2 6 n c o CD o o 00 26' DN 76'5143" E 10 o O 4 2 x S 00'59'15" W t O o- -- --- -- 13.70'x' O.C. LL- Up C.> Ln m _ r d O L0 PS M rn 0d MM M M t0 U- 06 CD n U U- .. U o c m 'r'- ° mooqAXNM + GA = Raj O qoao ` c1, c1, 4 + o o M 3 2 ° O O 4 q Q J ONUS W Cj- N U_ O O -oNO cn 27 . 28 29 0 0 30 3 1 coa 33Tw. Tr. Z cn WITH 4.5 COMB. SIDEWALK -TYP. O 12' WIDE CROSS GUTTER O c9 o dCONST. TYPE 'B' CURB & GUTTER 12 N PER C.O.B. STD. ST -9 N 14 N 12 +80.00 Il" SEWEP ° 62821 3 N 6 Ld 4 1 -- - W 3 3oII o sy ,S, I c ,: o,o 40 39 38 37 la ° q q o o o q q zO p cu cu Ocs p M cu ti 00 00 o, „ "' ° SEE SHEET 11 0 ca J `}' `} PO rn o^O, r° Ln U- M M m u°-) __j LJ cib M M° P5 ui LJ C. C> ooi m U o m UZ IoW m o co m ED o o_ , O U Q Q m O rO oMD W + N +OL() O O Z O M M CVooQ ° + + `. min o co co + N OQ oN + m NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 PA SPBERP Y A rl UE PHASE 2 10 11 12 13 L --- -- +-- - - -r -- 197.7 - - -- MH_ CURVE - J J r W 0.201% 139.60' 0.509X CO Lq ON CURE M : LJL- M U 0.425% 77j:: Q,544 m 94.01 N I ri 101.10' GtiRVE r7ONCURVEm - ON CURVE M M odM IJ 00 a J o OO LO L a mc 0= wcN m r7 F ._ .. L LU to Ks O Lu O M O r w - -- yERTICAL CURVE ' IDENTICAL O N r N 197.7 - - -- MH_ CURVE - J J r W 0.201% 139.60' o 00 V6 W LLJ IL'! 15 1 - - - - 14 +71.66 BVC FL 349.25 55.93' LT.) 14 +88.06 PIVC FL 349.36 (37.56 LT.) 14 +88.06 POVC FL 349.31 (37.56 LT.) 14 +91.35 EVC FL 349.25 13.15' LT.) rt 0.42576 0.425% 77j:: Q,544 m 94.01 N I ri 101.10' GtiRVE r7ONCURVEm - ON CURVE M M odM IJ 00 a J m J C14 m a CL o, - -- m I- CD ca- o O O U m XZL L a mc 0= wcN m r7 F ._ .. L LU to Ks O Lu O M O r w - -- yERTICAL CURVE ' IDENTICAL O N r N r POINT o 00 V6 W LLJ IL'! 15 1 - - - - 14 +71.66 BVC FL 349.25 55.93' LT.) 14 +88.06 PIVC FL 349.36 (37.56 LT.) 14 +88.06 POVC FL 349.31 (37.56 LT.) 14 +91.35 EVC FL 349.25 13.15' LT.) rt 0.425% 94.01' --° ON CURVE rn _-. J L m C 4gOFESSIO Q5 No. 35473 9/30/15 c CIVIL OF CALX ROBERT E. SMITH RCE 35413 0 S T No. 35473 s Ev.9.30 -17 / CIVIL 11z J LEGEND: o STD. Cl TY SUR BEY MONUMENT 4 STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRO) STD. Cl T STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONN CT, WIRING AND PULL BOXES STANDARD RESlDEN17AL CROSS GUTTER y )-? DATE TJ ' I ;F Ti .. _ z I &=a 1_N _C 0 P n_ _.A_ZE_ D _ A GF lun PHASE WE T-PLAN PROF)ff RASPBERR VENUE- SHEET 10 OF 52 SHEETS i,I., k)3- A -` 0.42576 0.425% 77j:: Q,544 m 94.01 N I ri 101.10' GtiRVE r7ONCURVEm - ON CURVE M M odM77.32' m J C14 m a CL o, - -- m I- CD ca- o O O U m Ln O ar CD ML U wc M a N m r7 F ._ .. L Z 00 00 00 Go - d > to Ks O r w - -- yERTICAL CURVE ' IDENTICAL O d- r d+ POINT 0.425% 94.01' --° ON CURVE rn _-. J L m C 4gOFESSIO Q5 No. 35473 9/30/15 c CIVIL OF CALX ROBERT E. SMITH RCE 35413 0 S T No. 35473 s Ev.9.30 -17 / CIVIL 11z J LEGEND: o STD. Cl TY SUR BEY MONUMENT 4 STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRO) STD. Cl T STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONN CT, WIRING AND PULL BOXES STANDARD RESlDEN17AL CROSS GUTTER y )-? DATE TJ ' I ;F Ti .. _ z I &=a 1_N _C 0 P n_ _.A_ZE_ D _ A GF lun PHASE WE T-PLAN PROF)ff RASPBERR VENUE- SHEET 10 OF 52 SHEETS i,I., k)3- A -` N M 17 M tJi Ln OCD ML M a CL m m its M O to Ks O a00 000 0O d- d+ 0.425% 94.01' --° ON CURVE rn _-. J L m C 4gOFESSIO Q5 No. 35473 9/30/15 c CIVIL OF CALX ROBERT E. SMITH RCE 35413 0 S T No. 35473 s Ev.9.30 -17 / CIVIL 11z J LEGEND: o STD. Cl TY SUR BEY MONUMENT 4 STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRO) STD. Cl T STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONN CT, WIRING AND PULL BOXES STANDARD RESlDEN17AL CROSS GUTTER y )-? DATE TJ ' I ;F Ti .. _ z I &=a 1_N _C 0 P n_ _.A_ZE_ D _ A GF lun PHASE WE T-PLAN PROF)ff RASPBERR VENUE- SHEET 10 OF 52 SHEETS i,I., k)3- A -` SCALE: 349 348 347 349 348 347 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 90'00'00" 20.00' 31.42' 20.00' 42 90'00'00" 20.00' 31.42' 20.00' H OR I Z. 1 " = 50' VE R T. 1 It = 2' NOTE: O INSTALL STD. CL III BARRICADE WITH W1 -7 w /OM4 -3 MARKER J M O co ro O J ^ oo O^ u- - 06 L M °O --d- m= J rn m u- a 06 ca a: Z t a ro X ¢ Ll a53 JOf p Q ?Q m O W 0:: u0 m a°o SEE SHEET 10 °o +' o z ca C'n Q 0 10120 20 ' 10 + + z jC:l 03mQ7 C 3 6 v 6 Q O R/W ± 30 - - - L - co 26' DW - - ° ll 17." SEWER - w BANANA CLUSTER w S 89'00'45" E !fix S 89'00'45" F AVENUE 1N - -FLz s - 26' DW — — LO ° - 4 - cL 1 0 N m RfW 2 9 °° ° 1 lw 0 66a C> m zz) 1020501Ov00 C.Dm SEE SHEET 10 o V rh m Z cr- C7 = u- m O m Z C-D w U O d m o ck: Q ° o 0 o N 0 NOTE: CONSTRUCT STREET SECTION PER TYPE "An LOCAL STREET SECTION ON SHEET 2 BA YA YA Cl US TER A VEY UE PffASE 10 11 12 13 OUND CL 1 - - - -133 0.304% 3x G FUTURE _ 202 o SLOPE 103.7 U Qrn - -- 6'' 00 ce ml U AUNE z 00 RMCROSSGUS M 0 co a -Ck-- cl Lo MtJi - CD W Cl O X N 0 11 12 13 OUND CL 1 - - - -133 0.304% 3x G FUTURE _ 202 o SLOPE 103.7 U Qrn - -- 6'' 00 ce ml U AUNE cV r z 00 v W7t FU cV r NOTE, 957 COMPACTION AT LEAST 1,0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES, gOFESSION E. 9 w No. 35473 m 9/30/15 CIVIL CF C ALA Q4 ROBERT E. SMITH RCE 35173 E. A S No. 35473 Exp. 9 -30 -17 LEGEND- o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED S TD S TREE T NAME SIGN CME TROD S TD, Cl T Y S TREE T NAME SIGN STD, CURB RAMP f DRI VEVA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATi T TYPE "A" CATCH BASIN p- STANDARD TRAFFIC SIGNAL INTERCO/ WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUT7 CT 0 -. f L' i No. - - -PHA T Pt Aff Rol I SHEET 11 ! OF 52 SHEd. L- 1,5 DATE 349 I 348 347 F. X349 347 z 00 W BANANA CLL STER0 a -Ck-- cl AVENUE m NOTE, 957 COMPACTION AT LEAST 1,0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES, gOFESSION E. 9 w No. 35473 m 9/30/15 CIVIL CF C ALA Q4 ROBERT E. SMITH RCE 35173 E. A S No. 35473 Exp. 9 -30 -17 LEGEND- o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED S TD S TREE T NAME SIGN CME TROD S TD, Cl T Y S TREE T NAME SIGN STD, CURB RAMP f DRI VEVA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATi T TYPE "A" CATCH BASIN p- STANDARD TRAFFIC SIGNAL INTERCO/ WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUT7 CT 0 -. f L' i No. - - -PHA T Pt Aff Rol I SHEET 11 ! OF 52 SHEd. L- 1,5 DATE 349 I 348 347 F. X349 347 SCALE: FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 22'25'35° 35.00' 13.70' 0 Q2 134'51'11' 84.00' 197.70' 202.06' 3 22'25'35° 35.00' 13.70' 6.94' 4 90100'00° 20.00' 31.42' 20.00' 3 ) 90'00'00' 20.00' 31.42' 20.00' 13'32'10" 30.00' 7.09' 3.56' 1 ) 128'15'01" 42.00' 94.01' 86.59' 8 128'15'01" 42.00' 94.01' 86.59' 1 ) 62'57'52" 35.00' 38.46' 21.43' 0 90'00'00" 20.00' 31.42' 20.00' 11 1 90'00'00" 20.00' 31.42' 20.00' 1 I 90'00'00" 35.00' 54.98' 35.00' O W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJUSTED PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. HORIZ. 1" = 50' VER T. 1 " = 2' 352 351 o- - - - - 0.203% 350 - - -Q- - - - - -- 349 m - 348 -- - w 352 351 350 349 348 0 L "? ITw. Tw. 8 1 In I J Y 17 +30.46 BVC FL 351.03 M U m 0 Ld 0. J dyes¢ M ^ C" j J A 3 Q 000 lJi Nj M Z CD p MOo A 1T 8" SEVER o; cn ti r r ti to N J M J m L U' 0+00.00 M VER a q JW U L`Q U 80 JL" M A n . U =Uo_ w o_ m w z L L w ccv cn p p o 0o U c m M 0 00 O r M0 U C7 to cu 00 o o o ±± SEE SHEET 13 m W A 9 +77.35 PRC FL 350.20 (87.05' RT.) 5, ao i W p M ul w 0 0 0, I 1 10 20 1101 201 20 1101 o oW Ui 3 O o SEE SHEET 18 1 L "? ITw. Tw. rt-- - - -I -- f[I; 197.70' 11 JLi m AL A mmmfl W 1 0 r cnr C4=li a&-)a 40.00' r Go - O] 3 3 q A O m W o O 0 N W QW m + z ro cl cn 00 C> N N NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 3 3 q rn m 3 3 q q 6!OOSEPERRY J VEYUE PHA SE 2 13 14 15 J M W O! U s -m C5 _ N O.C. 1 31.4,2 8 1 In I I R,W 17 +30.46 BVC FL 351.03 M U m LJ Ld 0. J dyes¢ os9 L U m C A 3 Q a- N r 17 +1044 EVC FL 351.03 p MOo A 1T 8" SEVER o; cn ti U r r ti to N ss1 0+00.00 1- VER ROSS GUTTER r - - 50' A 80 a, n n . L L w00., o Ln a oc r 9 +77.35 PRC FL 350.20 (87.05' RT.) 5, ao i W M ul w 0 0 0, 9 +80.00 BC FL 350.23 (100.40' RT.) 1 10 20 20 U m- Ui 3 O o SEE SHEET 18 Jo O o LO cma M J wL. Q:: O ui U + M p rt-- - - -I -- f[I; 197.70' 11 JLi m AL A mmmfl W 1 0 r cnr C4=li a&-)a 40.00' r Go - O] 3 3 q A O m W o O 0 N W QW m + z ro cl cn 00 C> N N NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 3 3 q rn m 3 3 q q 6!OOSEPERRY J VEYUE PHA SE 2 13 14 15 J M W O! U s -m C5 _ N O.C. 1 31.4,2 16 L-- y 84.01' C> U-) n STD. CITY SURVEY "FT 17 +30.46 BVC FL 351.03 M U m LJ Ld 0. J OO 17 +27.18 PIVC FL 351.13 (37.56' RT.) E SIGN U m C A 3 Q a- N r 17 +1044 EVC FL 351.03 p MOo A 1T CN o; cn ti U r r ti to N N 3 VER ROSS GUTTER r - - 50' A a, a, n 16 L-- y C-) ( D 6 C N O) cp O co v; cn M tD r e7+ 4gOFESS10,y 1Vo ggT E. S <, y w No. 35473 9/30/15 T Q v l O xti 4~ F cAL 84.01' C> U-) n STD. CITY SURVEY "FT 17 +30.46 BVC FL 351.03 M O 9500 LED LJ LOM J M J 17 +27.18 PIVC FL 351.13 (37.56' RT.) E SIGN U m J A 3 Q a- 17 +1044 EVC FL 351.03 p MOo A 7. CN o; cn ti U r r ti to N N 3 VER ROSS GUTTER r - - 50' A a, a, n n . C-) ( D 6 C N O) cp O co v; cn M tD r e7+ 4gOFESS10,y 1Vo ggT E. S <, y w No. 35473 9/30/15 T Q v l O xti 4~ F cAL STATIONING ON VERTICAL CURVE IS PERPENDICULAR TO CENTERLINE 17 18 84.01' 0 ia STD. CITY SURVEY "FT 17 +30.46 BVC FL 351.03 o o 9500 LED 13.14' RT.) J J 17 +27.18 PIVC FL 351.13 (37.56' RT.) E SIGN ck= 17 +27.18 POVC FL 351.08 (37.56' RT.) A 3 Q ti o 17 +1044 EVC FL 351.03 O 56.13 RT.) PT RADIAL TV CEN TEA L INE ETA III N T cn ti U r r L INTERCONNECT STATIONING ON VERTICAL CURVE IS PERPENDICULAR TO CENTERLINE 17 18 0 W O} a ;T) j n - -r-+ n - V u.4U4% 94.01' ----e ON CURIAE LO M 0.4067, JLi 1DEN11CAL 3OINT 1 - DATE Lou Qo A r No. 35473 EV.9- 30_17 ot 84.01' 0 o STD. CITY SURVEY "FT O.C. o o 9500 LED M 22000 LED J STD. CITY STREET NA E SIGN STD, CURB RAMP O MOUm PT RADIAL TV CEN TEA L INE ETA III N T TYPE "A " CA TCH BASIN r r L INTERCONNECT VER ROSS GUTTER r - - 50' 0 W O} a ;T) j n - -r-+ n - V u.4U4% 94.01' ----e ON CURIAE LO M 0.4067, JLi 1DEN11CAL 3OINT 1 - DATE Lou Qo A r No. 35473 EV.9- 30_17 ot TRACT- S TREE J 352 351 350 1 349 348 kM 351 350 349 SE 2 - LEGS 0 o STD. CITY SURVEY "FTENT o STD. STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SI N (METRU) STD. CITY STREET NA E SIGN STD, CURB RAMP f DRI VE61A Y TRAFFIC CONTRUL SIG PT RADIAL TV CEN TEA L INE ETA III N T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SlG L INTERCONNECT WRING AND PULL BOXE STANDARD RESIDENTIAL ROSS GUTTER TRACT- S TREE J 352 351 350 1 349 348 kM 351 350 349 SE 2 - l,y 3 P- t -` FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1) 90'00'00' 20.00' 31.42' 20.00' W W 90'00'00" 20.00' 31.42' 20.00' 3 90'00'00" 20.00' 31.42' 20.00' 90'00'00" 20.00' 31.42' 20.00' SCALE: NOTE 957 COMPACTION AT LEAST 1,0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES HORIZ. 1 " = 50' VERT. 1 it = 2' 3 3 q q 3 3 Q Q cu O O 3 3 q q a e M J Lu; 0d p dN " NO C7 r-Z K of pMM LOMo6WW Q O M cl- LO In rj J Q O W O O SEE SHEET 15 U m O + 3 3 O q O 3 3 q q 3 3 Q Q cu O O 3 3 q q a e M u Lu; W a p dN " C7 r-Z K o6 0 p N W M LOMo6 cu O O W W cu c+ LO In rj J W Of CD WOMO m Jp U m 8 1 80 coVLv U-) W U q q 1 SEE SHEET 18 ZS u Lu; LU I u cu N m o M cu W cu c+ 10 12011 1101 5 41 82CD 8 1 80 CD 79 78 y 5 CO 77 76 CD X75 74 c) 5 5 O N O ocif Q 348 o6 N 1— O o 66 349 r o p 2 I I n U- m 347 J w O j m J 0 W 0 O1 C9 O n O o 346 18° S.O. 6' DW _ d _ 10+00.00 Io g o 62832 4L`. L 1:9' SEWER LO _ 4 0 12' WIDE CROSS GUTTER PER C.O.B. STD. ST 11 S 89'00'45° E 12 p 13 628Q31 14 ONST4 5Y B" SIDE & GUTTER 15 S 89'00'45" E 16 16 +57.15 26' D9NL O O 3q 3q 3q R/W I I I I 3Q 3O 3Q s I '.N p;- rs 6' D3 26 25 24 X23 2231 1321 20 X19 18 N 689i5. 10 5 201 20 10 ° M N q q N 10 20 SiZO 10 ZS SEE SHEET 15 J V M JU- m p M C.7 W Q lJi M W F m W M a- CO X— Q m O d O~ O N O ocif Q 348 o6 N 1— N O o 349 10 o NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 03VAIAlff l J t G 11 12 350 SEE SHEET 18 JU- m p m CD Q r-u 349 C.0 '^' W CO U CRS TTER 350 M s did' 348 349 p 2 U- m 347 J 348 m J Y. W C9 O Im 346 Io g 346 O 350 SEE SHEET 18 JU- m p m CD Q r-u 349 C.0 '^' W CO U CRS TTER M s did' 348 U- m 347 Y. WO N O 346 O PHASE 13 M m SEE SHEET 18 JU- m p m CD Q r-u C.0 '^' W CO U 1 14 15 EX.I GROUND 9 CL 0.222X :- 567.15' - - -- __ s-OOUTHFLWLIN. 16 3142 m: LO W m J W uj 42 O.C. LQ cc 17 IE:3 4gOFESSIp`, E. S. CID w No. 35473 m may 9/30/15 T CIV1L CF C ALI O ROBERT E. SMITH RCE 35.473 DATE LEGEND- o S TD, CITY SURVEY MONUMENT 4 STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LE, STD, STREET NAME SIGN (METRO STD, ClT Y STREET NAME SIGN STD, CURB RAMP C DRI VEWA Y TRAFFIC CONTRHL SIGN PT RADIAL TV CENTERLINE STA T TYPE A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERC( WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GU) T J 348 347 346 Snit Teh *USA N - - -fly - ©FtATD PHA SE 1 c'R i- - - - - -- SHEET 04 OF 52 HEETS FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 128'01'33' 42.00' 93.85' 86.16' 2 13'05'14' 35.00' 7.99' 4.01' 03 44'24'55' 35.00' 27.13' 14.29' 4) 134'24'55' 42.00' 98.53' 99.95' 3 ) 1342455' 42.00' 98.53' 99.95' 1) 44'24'55' 35.00' 27.13' 14.29' 07 90'00'00' 20.00' 31.42' 20.00' 4) 90'00'00' 20.00' 31.42' 20.00' 9 90'00'00' 20.00' 31.42' 20.00' 0 90'00'00' 20.00' 31.42' 20.00' 11 62'5752' 35.00' 38.46' 21 43' 128'01'33' 42.00' a iJ 352 351 350 349 348 352 351 350 349; I 348 cl 93.85' 86.16' w cn CD X 9 +66. 25 C 26' DY (33. 75' RE L" S 52'20'56" E 9+58.54 EVC FL 350.67 13.30' RT.) 9 +61.92 PIVC FL 350.78 (37.71' RT.) 9 +61.92 POVC FL 350.73 (37.71' RT.) 9 +66, 25 C 26' DW (33. 75' RT. ) N 5415'11" E 9 +78.40 BVC FL 350.67 56.02' RT.) SCALE: HORIZ. 1 " = 50' VE R T. 1 " = 2' 0.423% IDENTI POINT H JJ rn o 4gOFESSIpN 0 Mo Ili o p"p cz,0 n R E 00 M M M M O A OD C 3 3 a 3 0` , ; ' w No. 35473 ` C-) q ° `' q q r' q U Q y 9/30/15 1`° W O J m CL 7 TC-) r ° a U U `` -w ri o ri a a ( J _j X c X C9 c° Z + q q o o q q o A q ° o q q o 0 0 + q + W CIVIL o4 ti co :o + o o IR 4 8 OF CALF O cti cv + cL cL cv c u + cL cu r- O CD o 3 34CD 35 364a5'is537 38C) CD89'40CD `D/ 4 44` 45 47 QQ 0 0 0 0 4 1 4 2~ 15 5' 15 5' o o j46 15 5' R TYP. TYP. V , TYP. TYP. I LII o I I ICD + + + I j R/W 18 +59.80 BVC FL 351.30 23.55' LT.) 2 - - -- 12' WIDE CR SS GUTTER -- c[WFP 2" SE t a O L - - - - Aft PER G0.8. SID. ST -9 _4 O 12' WIDE CROSS GUTTER 6" SEWER T- - - -- u PER C .B. SID. ST -9 ; - - 18 +67.03 PIVC FL 351.40 c 1QyL000 t S 0059'15" W 11 WITH 4.5 COMB. SIDEWALK -TYP. 12 0 13 0 15 O 16 16 +46.07 17 0 18 el coo 18 +67.03 POVC FL 351.38 00 N p 11 CONST TYPE "B" CURB & GUTTER FL N 6233 FL N 62835 0 ® FL N 6`L N - - 1c, 1 W g V Y20`S R/W o 3 R/W oq R/W W 18 +5980 EVC FL 351.30 CD 30 2911 y15' 1 28 27 c cn 5 0 23.55 RT.) 2 6 9 493 ^ r 3 l/ ! 20 520 ;10 c:, ci' N ° 10 20 5 CD z 1 L N ti Rai Os O p 3 q o Cis Q >j + 11) O d M M N M u') ' cu q z 3 1 N o Z v SEE SHEET 14 o SEE SHEET 16 J O N M ul U- N n r7 L- m m O Cr a co tJ0 O J m C 7 W m Cm. 5 i- C 7 p W ii p cu LO J c" rr CL m o C) Z U - oMa! W Q CD CD W O m CG CV O C' C CO h Co O O c+D O M CL W + + N c0 Ln 2 co F U n CEO M O w a; + oil O r7 M NV TE 957 COMPACTION AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES 10 11 12 W NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 ITA PA Ij H WAY PffA S-F 13 14 15 LEGEND. 042= 93.84' ON CUR - STD, CITY SURVEY M)NUME 42,3X f STD, STREET LIGHT - 9500 STD, STREET LIGHT - 2200 LED M STD, STREET NAME SIGN <M TRO) O n M C) J) STD, CURB RAMP I.L JJ f DRI VEWA Y TRAFFIC CONTROL SIGN 0 C U O TATION r n m STANDARD TRAFFIC SIGNAL INJERCONNECT, M NV TE 957 COMPACTION AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES 10 11 12 W NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 ITA PA Ij H WAY PffA S-F 13 14 15 16 17 18 19 20 20.00 J lL X T Co 0 co N cp- 20.40'^ $ 5.0T NO M If a 1 y O CO o 27.13' 0!_ $£: O LO A LJi s c n 27.1 ON CURVE r° zT - U j o m- a O O M O) f I'- Li ON WRYL Ln __ JL. POINT A25.-6W ON CURVE ROBERT E. SMITH RCI 35473 A 2 No. 35473 Exp. 9 -30 -17 OIV11- `y T OFCAUF _ LEGEND. o STD, CITY SURVEY M)NUME 42,3X STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 2200 LED STD, STREET NAME SIGN <M TRO) 101.83 STD, CITY STREET NAME SI N J) STD, CURB RAMP X93. 84' f DRI VEWA Y TRAFFIC CONTROL SIGN 0 TATION r O STANDARD TRAFFIC SIGNAL INJERCONNECT, STANDARD RESIDENTIAL CROSSI N 1 -© MM J 20.40' C. aiJL W U -) m r7 La i Le C7mcz, r- wm - - -- _- o o RMAL cq 0 v 0_ 16 17 18 19 20 20.00 J lL X T Co 0 co N cp- 20.40'^ $ 5.0T NO M If a 1 y O CO o 27.13' 0!_ $£: O LO A LJi s c n 27.1 ON CURVE r° zT - U j o m- a O O M O) f I'- Li ON WRYL Ln __ JL. POINT A25.-6W ON CURVE ROBERT E. SMITH RCI 35473 A 2 No. 35473 Exp. 9 -30 -17 OIV11- `y T OFCAUF _ k 351 350 i 349 348 352 351 350 349 348 mithT ch_ N C O R 0 R A T D SHEET 15 OF 52 'SHEETS LEGEND. o STD, CITY SURVEY M)NUME T o STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 2200 LED STD, STREET NAME SIGN <M TRO) STD, CITY STREET NAME SI N J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TO CENTERLINE TATION r TYPE "A" CATCH BASIN p- STANDARD TRAFFIC SIGNAL INJERCONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSSI GUTTER k 351 350 i 349 348 352 351 350 349 348 mithT ch_ N C O R 0 R A T D SHEET 15 OF 52 'SHEETS FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 90'00'00" 20.00' 31.42' 20.00' T2 90'00'00" 20.00' 31.42' 20.00' 3 90'00'00" 20.00' 31.42' 20.00' 90'00'00" 20.00' 31.42' 20.00' 5 90ro0'00" 20.00' 31.42' 20.00' 90'00'00" 20.00' 31.42' 20.00' J N 4gJESSION E• Al LO J J J ti ' J >- M ^ ° o ° , ° w No. 35413 ROBERT E. SMITH RC 35473 DATE Q ^o ° ' ° ¢ N n M 9/30/1`} r,0 CO ° M r'l) N N Q µCJJ J O J J M Cl J ur7 `O "O T T L U) I. u- Z M li Cam° M M O tIi Q x n " m m z ' U- U- 9, C 1 V I L C\ o' - ' o- L- m o' z W w m W N' CAL1v Q c)a w M ° w L) gym _ m 0°0 O O O O 7 U O rM J LO U U SEE SHEET 15 N 0 o w SEE SHEET 17 mo ° r; 3 V) o ,`; SEE SHEET 18 CD c cn NOTE 10 20 20 10 O ° T ^ 10 120 !20 10 + M ° C3 ° + 10 201 20 10 5 .- 5 5' 26' DW O y957COMPACTIONATLEAST1,0' UNDER AND EACH I rr 5 1 2 Q SIDE 7F CROSS GUTTERS AND DRIVE APPROACHES `r 4 ! 7 8 No. 35473 ' 1 ! 6 1 Exp. 9-30-17 C 26' DW , - - O lW /W OF rp4 12' WIDE CROSS GUTTER L - - -- O J Z O - L -- - - t °" 5.0 °o a CAL 26' DW PER C.O.B. STD. ST -9 6" SEWER N 6283+ 19,2 ± 8" SEWF= N 62Ln 10+00.00 O 12 S 89'00'45" E 13 — 14 O 15 WITS 4.5 COMB. SIDEWALK -TYP. 16 4 N N CURB & GUTTER - - - CONST TYPE " 3 - -- - - - - fE 26' DW 5 Co7r1 I R/W 3 3 co I5Nrr95119697 98 99 100101ifir 0 X103 G44 `° 6 333 C 3 3 N q q A q tC 5 10 20 20 0 0 o N o o 5 N N N 10120 20 10 L EG II SEE SHEET 15 0 0 C3' ` ul SEE SHEET 18LOMo " o STD, CITY SURVEY NUMENT i_ J J Ol O m v ~ r'') Q ' + " J STD, STREET LIGHT 9500 LED L " STD, STREET LIGHT 22000 LED STD, STREET NAME GN (METRO) CL ° ° m + STD. CITY STREET NAME SIGN LO O J LLJ E TD, CURB RAMP W v DRIVE WA Y NOTE. CONSTRUCT STREET SECTION PER TYPE "A" `° a TRAFFIC CONTROL SR N LOCAL STREET SECTION ON SHEET 2 PT RADIAL TO CENT LINE STATION T TYPE "A" CATCH BASI STANDARD SCALE: HORIZ. 1 = 50' - Cr WIRING ANDTPULLI BOX AL INTERCONNECT VERT. 1 » = 29 STANDARD RESIDENTIAL CROSS GUTTER PHASJ7 10 11 12 13 14 15 16 17 CN I u) 4cp M O W - -_O U G 352 Ln C4 351 _ - M ' = 0. x 351 wMam Q.6 212.Op' I O.C' i O.C. 275.15 + 350 - - -- - - -- --- - - - -- - - - -- - QSS1 - - - - - -- - - -- - -- - - - - - -- ; 1 7r o I 350 T - - - - -- - - __ rte-_ LO o co O o C3v 349 M , -- - . m - M 349IJJ LJi - - - - - -- - - - - - - - - -- -_ Q - - - - 3- U GV O - -- 5- O O + p 1n j o 352 351 +0.2= 2= 1 351 250.00' i N -- - J -- 327.15 350 _ _ - - = -- - -_ - -- 42 31 349 -- -x. -GR - O .-- m O k Smith TRAC T No. - 73 PH S- EE-T- Pftt & PR!9FX HONE W DRIW SHEET 16 F 52 SHE TS I ( I I., u V f k I -I 353 352 351 350 353 352 351 350 11411 11490 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1T 90'00'00" 20.00' 31.42' 20.00' 2 90'00'00" 20.00' 31.42' 20.00' 3 90'00'00" 20.00' 31.42' 20.00' 90'00'00" 20.00' 31.42' 20.00' SCALE: H ORI Z. 1 " = 50' VE R T. 1 is = 2' SEE SHEET 16 ° `' ' o Ci SEE SHEET 19 M m r- O M MC906c, rn % lvk y 353 352 351 350 349 353 JUL 351 350 349 IN FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1T 2225'35" 35.00' 13.70' 6.94' 42 134'51'11" 84.00' 197.70' 202.06' 90'00'00" 35.00' 54.98' 35.00' 2225'35" 35.00' 13.70' 6.94' 5 90'00'00" 20.00' 31.42' 20.00' 90'00'00" 20.00' 31.42' 20.00' 7 44'24'55" 35.00' 27.13' 14.29' 4474'55" 35.00' 27.13' 14.29' 09 134'24'55" 42.00' 98.53' 99.95' 134'2455" 42.00' 98.53' 99.95' SCALE: HORIZ. 1" = 50' VERT. 1 It = 2' 9 +80.00 BC GB FL 350.98 (100.40' LT.) 9 +77.35 PRC FL 351.01 (87.05' LT.) 26' DW S 68'05'16" E 6 MC.3 USEESHEET20o E I U O 10 20 20 10 0 A A10120 5 N o c`OU cu O + O 3 3 q q lf lf) i0 of o n 2 2 3 2 2 115' 15.5' 2 1 O o I rrn o + j \ o I I 1A 8, cL cU cL O 10 1 197.70' co 13.70' - ON CURVE J m L. U' U; C` m U-) M O 3 3 O q c 20 X19 o R/W 2 LO LN N M J M u- J m u- U U UM a cD O q r C j ccl Lu 1D 1 8 co N o r4-) N n cn r2 CL Q D O m 62840 O L o 1 n I-- 6 SEWERC14C4 03 S 89'00'45" E 4 11 WITH 4.5 COMB. SIDEWALK -TYP. 12 p pO O 14 S 89'00'45" E stX O CONST. TYPE "B" CURB &GUTTER L C'4 6 39 O x0O' vt L 0- ' ' n 155 155 a 1 1 1 2 1 3 Np 4 oo LO1OQq n0 10 20 520 NN z155'1 5) Nzvcv Cu rl M "I T1P TYP M ' "' SEE SHEET 17 o J Q Z n JO u- W a m pry m uj M c7 c C5 ck T QQI'D CL Q-0 U W C1 LJ J W U Ln 2 2a 7 LA- ° m co CD cu O Q- °° ® m Q m O O O O 7 ' d N - + v U U + Z Zwt°O W m d 04 O O 00 N N M ON CURVE LL- J J a W d m NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t l I! I 1 PHA SE 3 X. GROUN 0 CL 0.2059G 356. 27'--------- - - - --Y -- -- - EX, GROUND C 159.6 0 0 0 0 Q x o.x- 3 - a, - 3- cl 1 M JJ J Ii I ta W m - U 0: Ile U U U _ W ujen p O O $ OIR M 71.27' TH F-10KI-NiE 14 15 14 +99.93 BVC FL 352.56 23.55' LT.) 15 +07.15 PIVC FL 352.66 15 +07.15 POW FL 352.61 14 +99.93 EVC FL 352.56 23.55' RT.) Ire 0. 125 ON Gcp0CNCVcG O.C. N Ln nj M M tJi r7 u- U U Ln - U m Op Ln to LO cl- U of ^ T J r-1_ _ LO 50' VERTICAL CARVE 98.53' Zi> 12° 27.2 ON N co .._- ON C e%i ' O.C. N t[1 n- M M W re) u- - EU cn - m W d O CL M to T 50' VERTICAL i1CURVE - L2 JLi E . S Al w No. 35473 m 9/30/15 CIVIL OF C ALI¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRU) f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION r TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS I k ?] -` J Z ` nLn M m UU LLo 1 M m Ck:: CL 10 20 20 10 0 A A10120 5 N o c`OU cu O + O 3 3 q q lf lf) i0 of o n 2 2 3 2 2 115' 15.5' 2 1 O o I rrn o + j \ o I I 1A 8, cL cU cL O 10 1 197.70' co 13.70' - ON CURVE J m L. U' U; C` m U-) M O 3 3 O q c 20 X19 o R/W 2 LO LN N M J M u- J m u- U U UM a cD O q r C j ccl Lu 1D 1 8 co N o r4-) N n cn r2 CL Q D O m 62840 O L o 1 n I-- 6 SEWERC14C4 03 S 89'00'45" E 4 11 WITH 4.5 COMB. SIDEWALK -TYP. 12 p pO O 14 S 89'00'45" E stX O CONST. TYPE "B" CURB &GUTTER L C'4 6 39 O x0O' vt L 0- ' ' n 155 155 a 1 1 1 2 1 3 Np 4 oo LO1OQq n0 10 20 520 NN z155'1 5) Nzvcv Cu rl M "I T1P TYP M ' "' SEE SHEET 17 o J Q Z n JO u- W a m pry m uj M c7 c C5 ck T QQI'D CL Q-0 U W C1 LJ J W U Ln 2 2a 7 LA- ° m co CD cu O Q- °° ® m Q m O O O O 7 ' d N - + v U U + Z Zwt°O W m d 04 O O 00 N N M ON CURVE LL- J J a W d m NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t l I! I 1 PHA SE 3 X. GROUN 0 CL 0.2059G 356. 27'--------- - - - --Y -- -- - EX, GROUND C 159.6 0 0 0 0 Q x o.x- 3 - a, - 3- cl 1 M JJ J Ii I ta W m - U 0: Ile U U U _ W ujen p O O $ OIR M 71.27' TH F-10KI-NiE 14 15 14 +99.93 BVC FL 352.56 23.55' LT.) 15 +07.15 PIVC FL 352.66 15 +07.15 POW FL 352.61 14 +99.93 EVC FL 352.56 23.55' RT.) Ire 0. 125 ON Gcp0CNCVcG O.C. N Ln nj M M tJi r7 u- U U Ln - U m Op Ln to LO cl- U of ^ T J r-1_ _ LO 50' VERTICAL CARVE 98.53' Zi> 12° 27.2 ON N co .._- ON C e%i ' O.C. N t[1 n- M M W re) u- - EU cn - m W d O CL M to T 50' VERTICAL i1CURVE - L2 JLi E . S Al w No. 35473 m 9/30/15 CIVIL OF C ALI¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRU) f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION r TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS I k ?] -` 1A 8, cL cU cL O 10 1 197.70' co 13.70' - ON CURVE J m L. U' U; C` m U-) M O 3 3 O q c 20 X19 o R/W 2 LO LN N M J M u- J m u- U U UM a cD O q r C j ccl Lu 1D 1 8 co N o r4-) N n cn r2 CL Q D O m 62840 O L o 1 n I-- 6 SEWERC14C4 03 S 89'00'45" E 4 11 WITH 4.5 COMB. SIDEWALK -TYP. 12 p pO O 14 S 89'00'45" E stX O CONST. TYPE "B" CURB &GUTTER L C'4 6 39 O x0O' vt L 0- ' ' n 155 155 a 1 1 1 2 1 3 Np 4 oo LO1OQq n0 10 20 520 NN z155'1 5) Nzvcv Cu rl M "I T1P TYP M ' "' SEE SHEET 17 o J Q Z n JO u- W a m pry m uj M c7 c C5 ck T QQI'D CL Q-0 U W C1 LJ J W U Ln 2 2a 7 LA- ° m co CD cu O Q- °° ® m Q m O O O O 7 ' d N - + v U U + Z Zwt°O W m d 04 O O 00 N N M ON CURVE LL- J J a W d m NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t l I! I 1 PHA SE 3 X. GROUN 0 CL 0.2059G 356. 27'--------- - - - --Y -- -- - EX, GROUND C 159.6 0 0 0 0 Q x o.x- 3 - a, - 3- cl 1 M JJ J Ii I ta W m - U 0: Ile U U U _ W ujen p O O $ OIR M 71.27' TH F-10KI-NiE 14 15 14 +99.93 BVC FL 352.56 23.55' LT.) 15 +07.15 PIVC FL 352.66 15 +07.15 POW FL 352.61 14 +99.93 EVC FL 352.56 23.55' RT.) Ire 0. 125 ON Gcp0CNCVcG O.C. N Ln nj M M tJi r7 u- U U Ln - U m Op Ln to LO cl- U of ^ T J r-1_ _ LO 50' VERTICAL CARVE 98.53' Zi> 12° 27.2 ON N co .._- ON C e%i ' O.C. N t[1 n- M M W re) u- - EU cn - m W d O CL M to T 50' VERTICAL i1CURVE - L2 JLi E . S Al w No. 35473 m 9/30/15 CIVIL OF C ALI¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRU) f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION r TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS I k ?] -` r4-) N n cn r2 CL Q D O m 62840 O L o 1 n I-- 6 SEWERC14C4 03 S 89'00'45" E 4 11 WITH 4.5 COMB. SIDEWALK -TYP. 12 p pO O 14 S 89'00'45" E stX O CONST. TYPE "B" CURB &GUTTER L C'4 6 39 O x0O' vt L 0- ' ' n 155 155 a 1 1 1 2 1 3 Np 4 oo LO1OQq n0 10 20 520 NN z155'1 5) Nzvcv Cu rl M "I T1P TYP M ' "' SEE SHEET 17 o J Q Z n JO u- W a m pry m uj M c7 c C5 ck T QQI'D CL Q-0 U W C1 LJ J W U Ln 2 2a 7 LA- ° m co CD cu O Q- °° ® m Q m O O O O 7 ' d N - + v U U + Z Zwt°O W m d 04 O O 00 N N M ON CURVE LL- J J a W d m NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t l I! I 1 PHA SE 3 X. GROUN 0 CL 0.2059G 356. 27'--------- - - - --Y -- -- - EX, GROUND C 159.6 0 0 0 0 Q x o.x- 3 - a, - 3- cl 1 M JJ J Ii I ta W m - U 0: Ile U U U _ W ujen p O O $ OIR M 71.27' TH F-10KI-NiE 14 15 14 +99.93 BVC FL 352.56 23.55' LT.) 15 +07.15 PIVC FL 352.66 15 +07.15 POW FL 352.61 14 +99.93 EVC FL 352.56 23.55' RT.) Ire 0. 125 ON Gcp0CNCVcG O.C. N Ln nj M M tJi r7 u- U U Ln - U m Op Ln to LO cl- U of ^ T J r-1_ _ LO 50' VERTICAL CARVE 98.53' Zi> 12° 27.2 ON N co .._- ON C e%i ' O.C. N t[1 n- M M W re) u- - EU cn - m W d O CL M to T 50' VERTICAL i1CURVE - L2 JLi E . S Al w No. 35473 m 9/30/15 CIVIL OF C ALI¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRU) f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION r TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS I k ?] -` ON CURVE LL- J J a W d m NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t l I! I 1 PHA SE 3 X. GROUN 0 CL 0.2059G 356. 27'--------- - - - --Y -- -- - EX, GROUND C 159.6 0 0 0 0 Q x o.x- 3 - a, - 3- cl 1 M JJ J Ii I ta W m - U 0: Ile U U U _ W ujen p O O $ OIR M 71.27' TH F-10KI-NiE 14 15 14 +99.93 BVC FL 352.56 23.55' LT.) 15 +07.15 PIVC FL 352.66 15 +07.15 POW FL 352.61 14 +99.93 EVC FL 352.56 23.55' RT.) Ire 0. 125 ON Gcp0CNCVcG O.C. N Ln nj M M tJi r7 u- U U Ln - U m Op Ln to LO cl- U of ^ T J r-1_ _ LO 50' VERTICAL CARVE 98.53' Zi> 12° 27.2 ON N co .._- ON C e%i ' O.C. N t[1 n- M M W re) u- - EU cn - m W d O CL M to T 50' VERTICAL i1CURVE - L2 JLi E . S Al w No. 35473 m 9/30/15 CIVIL OF C ALI¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRU) f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION r TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS I k ?] -` NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t l I! I 1 PHA SE 3 X. GROUN 0 CL 0.2059G 356. 27'--------- - - - --Y -- -- - EX, GROUND C 159.6 0 0 0 0 Q x o.x- 3 - a, - 3- cl 1 M JJ J Ii I ta W m - U 0: Ile U U U _ W ujen p O O $ OIR M 71.27' TH F-10KI-NiE 14 15 14 +99.93 BVC FL 352.56 23.55' LT.) 15 +07.15 PIVC FL 352.66 15 +07.15 POW FL 352.61 14 +99.93 EVC FL 352.56 23.55' RT.) Ire 0. 125 ON Gcp0CNCVcG O.C. N Ln nj M M tJi r7 u- U U Ln - U m Op Ln to LO cl- U of ^ T J r-1_ _ LO 50' VERTICAL CARVE 98.53' Zi> 12° 27.2 ON N co .._- ON C e%i ' O.C. N t[1 n- M M W re) u- - EU cn - m W d O CL M to T 50' VERTICAL i1CURVE - L2 JLi E . S Al w No. 35473 m 9/30/15 CIVIL OF C ALI¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRU) f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION r TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS I k ?] -` L2 JLi E . S Al w No. 35473 m 9/30/15 CIVIL OF C ALI¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRU) f- STD, ClT Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION r TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS I k ?] -` FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1Q 22'25'35" 35.00' 13.70' 6.94' 2 134'51'11" 8400' 197.70' 202.06' 3 90'00'00" 35.00' 54.98' 35.00' 4) 2225'35" 35.00' 13.70' 6.94' Q5 90'00'00" 20.00' 31.42' 20.00' 90'00'00" 20.00' 31.42' 20.00' 7 90'00'00" 20.00' 31.42' 20.00' 8 90'00'00" 20.00' 31.42' 20.00' Q9 44'24'55" 35.00' 27.13' 14.29' 0 44'24'55" 35.00' 27.13' 14.29' 11 13424'55" 42.00' 98.53' 99.95' 1 134'24'55" 42.00' 98.53' 99.95' SCALE: ' H ORI Z. 1 " = 50' VE R T. 1 99 = 2' J e.. m U N W 3 3 mJ3qOUqg N} A U u) 3L O m m V W ca J W i°, ti 00 '' ° °O U N U m O cu I'D t6 O O a` O cL -j + m O W O M to O N c v o o SEE SHEET 21 ° ° ° C- Q-,' + + ° 0'OFESSIONq E. SN < Gs w No. 35473 m x 9/30/15 T CIViL OF CALZ 4 r p0 a a s O O O p) a to to M a A q A O O A 0 q I 1S5' 115, o o w 8 7 0 01 8 6 155' !SY 8 5 o S M' M' 3 oN o o TYP. M'. ti o S, I + I o I + N 17 +24.78 BVC FL 351.80 8 ' I ~ 1 I /W Llw I 1 N (23.55' LT.) o 6 7 O WITH 4.5 COMU. EWALK -TYP. ate= O 62842 O L O8" SEt4ER CONST. TYPE B CURB do GOITER C14 6 SEWER - -N SE WE 26, N 24 >OX S 00'59'15" W 11 p t2 p ' 14` 15 tMTH 4.5 COMB. SIDEWALK -TYP. 16 O S 00'59'15" W g toDW4220" E ODO O L cV 62841 -O I 00.00 N 18" S.D. L CONST. TYPE °B CURB &GUTTER N 0 00 h _ 6' & O w (`.`! R /W JC-4 `, O -4 3 I R/W 3 37J1 2 w ; q q q A 3 LO co, N 03-262 O' `r % 115 Y 1S Y I 8 MEoI 'o l.+ ' oo . cv cv cv :n ;n a 5 8a 7 9 Q Tq 8 0 8 1 0 0 oN10Nc20 5 2 0 10 v , 8 3 N O + ti ti + o+ to - SEE SHEET 22 cD M `}' `} ' 9 +77.35 PRC FL 351.41 (87.05 RT.) 5 M m° M o o J __jU' M Li 9 +80.00 BC FL 351.44 (100.40' RT.) 10 20 20 n o _j C - m SEE SHEET 19 m mo ` CD U ~ c) CL uj U O U Q U O m O O U W CO W m O CO C5 Lu u O O N °O OO + + co + m ° caZoaoN + J CD N ro m Q 352 351 ^ 159. 60, - 7t 13.70' LO - M350m 349 352 351 3,50 349 NOTE: CONSTRUCT STREET SECTION PER LOCAL STREET SECTION ON SHEET 2 PA -H- --fl U TA Y PI A CE PHASE-j 3 10 11 12 13 14 15 16 17 C o O M M X. G OUND 0 CL LOM mJli- LLi C 7 LLJ I- W g g i 0.203% 197.70' - - - - ON CURVE o 13.70'ao J iiJJl. e 0 CK.. - - -- m 205.00' JI -•rc N 125.E ' M to __- M M Ju- g U i1 - m Y+ M O - JLL 1.14 . - G `° O.C. _-° UQM J - LL- m ti CD m U m W m -_ -LL O O O d 4- N I o 03- 0 31.4 01 Q L f Z Z - Q U U S---jJ N ST- 1490.00 ECR GB FL 3$11.09 13' JLi CD c) m t0 I - -- U m 27113' I Li ON CURVE 17 +32.00 PIVC FL 351.90 17 +32.00 POVC FL 351.85 68 17 +24.78 BVC FL 351.80 32.55' RT.) ovs Ln LA- M U U O O 00 E? M4m rl) M LL- - _ U o- ° M a a I- O S t N N T7 U 0.4067, 125.66' 4 -CURVE--- n mC7 125.66' s m CD Um ROBERT E. SMITH RCE 35 73 DATE N0.35473 Exp. 9 -30-17 CtVi1- \Q FO t= CAEw LEGEND. o STD, CITY SURVEY MUNUMEN STD, STREET LIGHT - 9500 ED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (ME R0 STD, CITY STREET NAME SIG S TD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE TATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INT CONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS UTTER SHEET 20 352 351 350 349 352 351 350 349 hlkUSA j IRA - TES - -: PHA- OG f V 52 SHEETS I f.i- M Psi -q a JJ JJ ^ Q w mMm p v d- C O OOs C MM m OOm0 M MM UUl Z M OO MM MM M ZZ MM V Li W O W mm M L V W m L U 99R 33 3 O M JJ3qO U q g N} A U u) 3L O m m V W ca J W i°, ti 00 '' ° °O U N U m O cu I'D t6 O O a` O cL -j + m O W O M to O N c v o o SEE SHEET 21 ° ° ° C- Q-,' + + ° 0'OFESSIONq E. SN < Gs w No. 35473 m x 9/30/15 T CIViL OF CALZ 4 r p0 a a s O O O p) a to to M a A q A O O A 0 q I 1S5' 115, o o w 8 7 0 01 8 6 155' !SY 8 5 o S M' M' 3 oN o o TYP. M'. ti o S, I + I o I + N 17 +24.78 BVC FL 351.80 8 ' I ~ 1 I /W Llw I 1 N (23.55' LT.) o 6 7 O WITH 4.5 COMU. EWALK -TYP. ate= O 62842 O L O8" SEt4ER CONST. TYPE B CURB do GOITER C14 6 SEWER - -N SE WE 26, N 24 >OX S 00'59'15" W 11 p t2 p ' 14` 15 tMTH 4.5 COMB. SIDEWALK -TYP. 16 O S 00'59'15" W g toDW4220" E ODO O L cV 62841 -O I 00.00 N 18" S.D. L CONST. TYPE °B CURB &GUTTER N 0 00 h _ 6' & O w (`.`! R /W JC-4 `, O -4 3 I R/W 3 37J1 2 w ; q q q A 3 LO co, N 03-262 O' `r % 115 Y 1S Y I 8 MEoI 'o l.+ ' oo . cv cv cv :n ;n a 5 8a 7 9 Q Tq 8 0 8 1 0 0 oN10Nc20 5 2 0 10 v , 8 3 N O + ti ti + o+ to - SEE SHEET 22 cD M `}' `} ' 9 +77.35 PRC FL 351.41 (87.05 RT.) 5 M m° M o o J __jU' M Li 9 +80.00 BC FL 351.44 (100.40' RT.) 10 20 20 n o _j C - m SEE SHEET 19 m mo ` CD U ~ c) CL uj U O U Q U O m O O U W CO W m O CO C5 Lu u O O N °O OO + + co + m ° caZoaoN + J CD N ro m Q 352 351 ^ 159. 60, - 7t 13.70' LO - M350m 349 352 351 3,50 349 NOTE: CONSTRUCT STREET SECTION PER LOCAL STREET SECTION ON SHEET 2 PA -H- --fl U TA Y PI A CE PHASE-j 3 10 11 12 13 14 15 16 17 C o O M M X. G OUND 0 CL LOM mJli- LLi C 7 LLJ I- W g g i 0.203% 197.70' - - - - ON CURVE o 13.70'ao J iiJJl. e 0 CK.. - - -- m 205.00' JI -•rc N 125.E ' M to __- M M Ju- g U i1 - m Y+ M O - JLL 1.14 . - G `° O.C. _-° UQM J - LL- m ti CD m U m W m -_ -LL O O O d 4- N I o 03- 0 31.4 01 Q L f Z Z - Q U U S---jJ N ST- 1490.00 ECR GB FL 3$11.09 13' JLi CD c) m t0 I - -- U m 27113' I Li ON CURVE 17 +32.00 PIVC FL 351.90 17 +32.00 POVC FL 351.85 68 17 +24.78 BVC FL 351.80 32.55' RT.) ovs Ln LA- M U U O O 00 E? M4m rl) M LL- - _ U o- ° M a a I- O S t N N T7 U 0.4067, 125.66' 4 -CURVE--- n mC7 125.66' s m CD Um ROBERT E. SMITH RCE 35 73 DATE N0.35473 Exp. 9 -30-17 CtVi1- \Q FOt= CAEw LEGEND. o STD, CITY SURVEY MUNUMEN STD, STREET LIGHT - 9500 ED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (ME R0 STD, CITY STREET NAME SIG S TD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE TATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INT CONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS UTTER SHEET 20 352 351 350 349 352 351 350 349 hlkUSA j IRA - TES - -: PHA- OG f V 52 SHEETS I f.i- M Psi -q 1.14 . - G `° O.C. _-° UQM J - LL- m ti CD m U m W m -_ -LL O O O d 4- N I o 03- 0 31.4 01 Q L f Z Z - Q U U S---jJ N ST- 1490.00 ECR GB FL 3$11.09 13' JLi CD c) m t0 I - -- U m 27113' I Li ON CURVE 17 +32.00 PIVC FL 351.90 17 +32.00 POVC FL 351.85 68 17 +24.78 BVC FL 351.80 32.55' RT.) ovs Ln LA- M U U O O 00 E? M4m rl) M LL- - _ U o- ° M a a I- O S t N N T7 U 0.4067, 125.66' 4 -CURVE--- n mC7 125.66' s m CD Um ROBERT E. SMITH RCE 35 73 DATE N0.35473 Exp. 9 -30-17 CtVi1- \Q FO t= CAEw LEGEND. o STD, CITY SURVEY MUNUMEN STD, STREET LIGHT - 9500 ED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (ME R0 STD, CITY STREET NAME SIG S TD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE TATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INT CONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS UTTER SHEET 20 352 351 350 349 352 351 350 349 hlkUSA j IRA - TES - -: PHA- OG f V 52 SHEETS I f.i- M Psi -q 0.4067, 125.66' 4 -CURVE--- n mC7 125.66' s m CD Um ROBERT E. SMITH RCE 35 73 DATE N0.35473 Exp. 9 -30-17 CtVi1- \Q FOt= CAEw LEGEND. o STD, CITY SURVEY MUNUMEN STD, STREET LIGHT - 9500 ED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (ME R0 STD, CITY STREET NAME SIG S TD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE TATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INT CONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS UTTER SHEET 20 352 351 350 349 352 351 350 349 hlkUSA j IRA - TES - -: PHA- OG f V 52 SHEETS I f.i- M Psi -q SHEET 20 352 351 350 349 352 351 350 349 hlkUSA j IRA - TES - -: PHA- OG f V 52 SHEETS I f.i- M Psi -q 353 352 351 350-- J I 349 353 352 351 350 349 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1T 8936'59° 30.00' 46.92' 29.80' 02 90'23'01" 30.00' 47.32' 30.20' 03 90'00'00" 20.00' 31.42 20.00' 1 90'00'00" 20.00' 131.42 120.00' NOTES: O INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH 5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. SEE SHEET 47 FOR INTERCONNECT DETAIL) 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD 0 FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES, INSTALL ONE 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER SCALE: H ORI Z. 1 " = 50' VE R T. 1 It = 2' J of C! cD cV M M O m Q o Z W o L01— Cl m cn Q N H Z J m OO tz Z Nan m QO CD C + 3 C> Q:: Q> Z + SHEET 42 0° a Q 00 J W SEE SHEET 0 48 71 mW U C" 3: V) p C'4 10120. 20 10 v-i `°' N + -•i5 x LLJ I W RA NwIW co J I LO I I \ R 'w 9 CD INSTALL Wl 6 (R) °o I c 1 O ` V) WITH OM1-3 MARKER o 1 1 18„ S.D. FL °. _ 1 443 1 1 \ 11 S 89'00'45° E 12 xb (}}•\ N FL I112100 I o 4 U, I O2 713 , Loi o w 5- IZ cl 12 n o= 00 X ¢ Nis 59 16 0° Y a- m ° 10 20 20 10NV) U J `om SEE SHEET 42 ° m 3 m m `` o SEE SHEET 20 U n w WN m v m W r7 Z po: ` ` mLAICl cD Q: m O U ¢O 10 C' 00 + W U U OO m C-4 N N CA - O NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 ZUCCHINI PHA ,fj 3 Lo M J _ Li mC9 m -- n .- CD O r 12 EX. GROID ® CL EX. GROUND 0 CL — aN - Rt 113. 0' VE 26' Du 26' DI 7 8 XA Y 13 4gpFEssj0 E. S j e" w No. 35473 nj 9/30/15 ' 4T D IVILI 4~ CAL aT E. No. 35473 Exp, 9 -30.17 CIVdL `a`` OF CAI le ROBERT 0 L EG 0 o S TD, Cl T Y SUR VEY MONUMENT a STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO STD, CI T Y STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER am-1 353 352 351 350 349 353 352 351 350 349 SmA d*U INC0RP0RATE -D 10F PHA - _ rL q PROFILE— WA Y SHEET 52 SHEETS I.( - W) - 114. 10.00' r*,) rn 31.42' <" O O.C. m M n' M LA_ W J to CV O . 3 J C -- LOM LL_ M C-4 O N N N EX. GROUND 0 CL — aN - Rt 113. 0' VE 26' Du 26' DI 7 8 XA Y 13 4gpFEssj0 E. S j e" w No. 35473 nj 9/30/15 ' 4T D IVILI 4~ CAL aT E. No. 35473 Exp, 9 -30.17 CIVdL `a`` OF CAI le ROBERT 0 L EG 0 o S TD, Cl T Y SUR VEY MONUMENT a STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO STD, CI T Y STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER am-1 353 352 351 350 349 353 352 351 350 349 SmA d*U INC0RP0RATE -D 10F PHA - _ rL q PROFILE— WA Y SHEET 52 SHEETS I.( - W) - FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 90'00'00" 20.00' 31.42' 20.00' T2 90'00'00" 20.00' 31.42' 20.00' 03 2225'35" 35.00' 13.70' 6.94' 4 134'51'11" 84.00' 197.70' 202.06' 15 9000'00" 35.00' 54.98' 1 35.00' 1) 29 13.70' 1 6.94' SCALE: HORIZ. 1" = 50' VER T. 1 of = 2' J CD LO o " O N N WCDcnQ u- r7 Q JLO mw o CD m M SEE SHEET 23 a J Cc W - - 20i 20 10 CL oo °o c> Wo 5, O 13 +20.00 EC FL 349.78 (100.40' LT.) SEE SHEET 20 c; d°-; o 5 ' 13 +22.65 PRC FL 349.81 (87.05' LT.) 1 10 201 10 ¢ o N N 126' DW 3 7 8 7 7 Jn a oo : n w 3 O26' DW - - o . O -- - © E N I O L WITH 4.5 COMB. SIDEWALK -TYP. 13 +00.00 \ Sp 2 N 8" SEWER _ _ CONST. TYPE "B" CURB & CUTTER - 5 S 89'00'45" E L 12 O S 89'00'45" E ® S O %" s 49' x cn A I I R/W 3 Y Q 26'DW - - X2511 26 27 28 li'J N 3 3 O `r O y CO q Q O 10 20 5 20 10 U-; Z O o+ N + SEE SHEET 20 0 ' CD oJ rn Z r7 O O M O 7 __j F¢— u- Cm o U mV M _ m a g Q W C> ,n m ° rn N c C=) t CVO + ^ N O O ' N f- C> NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 STAR FRUIT IrAY 4gOFESS10N9 ol w No. 35473 9/30/15 ROBERT E. SMITH RCE 5473 DATE CIVIL OI p4~ CAL RT C. NO. 35473 i EXp.9 -30 -17 [ LEGEND- a STD, CITY SURVEY MONUMENT a STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) S TD, CI T Y S TREE NAME SIGN STD, CURB RAMP f DRI VE WA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION r TYPE T' CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 351 351 353500,C 0205.00' - -- - - - -- _Q M - N 4, 8, - -- 349 J __ _ _ — ___1_ __ - _ _ 349 LL- NORTH OKINE 348 Q W - i - -- N I ; 348 11 O d N Ir Leh -- SA I N C 0 -- P O R A T-R D CT - -Na PHASE 3 SHEET 2 OF 52 SHEETS u- 351 J 351 m 350 1ss 0 -- 197.70' clof M U 350o -c wh M 010 349 I, J- OR O.C.- 349 348 348 M m W m _ I I Lo 11 O d N Ir Leh -- SA I N C 0 -- P O R A T-R D CT - -Na PHASE 3 SHEET 2 OF 52 SHEETS 352 351 350 349 348 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT Q 90'0000" 35.00' 54.98' 6 2 90'00'00" 20.00' 31.42' 20.00' 3 90'00'00" FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1° 90'0000" 35.00' 54.98' 35.00' 2 90'00'00" 20.00' 31.42' 20.00' 3 90'00'00" 20.00' 31.42' 20.00' 4 2225'35" 35.00' 13.70' 6.94' 5 134'51'11" 84.00' 197.70' 202.06' 22'25'35" 35.00' 13.70' 6.9,V C5 04 Q r7 rr LJ M F V d0 Z m V C> c)WpVV n 2 7 SEE SHEET 22 g W O N 0 to . r") 0 q q 9 +80.00 EC FL 350.24 (100.40' LT. 10 20 20 10 0+ ") ± °° N 29'14'4 " E 5 + cu26' DW a - 1 5- ° c 9 +77.35 PRC FL 350.21 (87.05' LT.) .4 1 q Q Q o 0w Y cU Rl CU ^ O cU 26' DW " ` - - _ o c c v N 07'28'52" E 7 7 7 6 7 5 7 4 15 5' 1S 5' 7 3 0 7 L x- CO `s, \ Tw. Tw. o 8 10 +00.00 FL oITH4.5 COMB. SIDEWALK -TYP. tl__._ 11 +50. 12 CONST. TYPE "B" CURB & GUTTER 13 S 00'59'15" W 14 N sEK _ 62844 62845 0 s" 01 w N 9 -- - -- N 1 rn 15 5' 15 5' Cu U-) KI 155.0 32 4 53O3 ' N q q O O q z 010 20 20 10 v cu odM qxa ` 2 M o SEE SHEET 26 ° o o CV J cp m CN ox2O ° 4- }- rr) cm11 ON o M M (U \° 1. r 00 W C.7 J j ui V CCU c+L om u Q a: J 0 0 U vo 7 JF= FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 7 90'00'00" 35.00' 54.98' 35.00' 90'00'00" 20.00' 31.42' 20.00' 9 90'00'00" 20.00' 31.42' 20.00' 0 22'25'35" 35.00' 13.70' 6.94' 11 134'51'11 84.00' 197.70' 202.06' 10 22'25'35" 35.00' 13.70' 6.94' n J C> Q v N O OR LO LyJ r7 pOp M LL- r'-) u- M m r7 J m =:> m u- V ^ I _ w W SSEE SSHEET 24 0 10 N C-> d V 3 q O 3 33 1 510- + 1n ` n ww z ccr oo 71 1 0 O ~ 1o1 n J C> Q v N O OR LO LyJ r7 pOp M LL- r'-) u- M m r7 J m =:> m u- V ^ I _ w W S SEE S SHEET 24 0 10 N C-> d V 3 q O 3 33 1 510- + 1n ` n ww z ccr oo 71 1 0 v o WW SSEE SSHEET 24 0 10 N C-> d V 3 q O 3 33 1 510- + 1n ` n ww z ccr oo 71 1 0 O ~ 1o10 O 115, 115. s' O J), i 3 co r, 22 ' - w II II 62846 4 _ 16., 12' WDE CROSS GUTTE N15041PERC.O.B. STD. ST -9 17 8" SEWER rFL 04 - -- - -- - - - - -- r R/w 367 °8M39 40 0 0 0 o 0 aC o Cm o o of o o o 0 CD o Q o ± NOTE: CONSTRUCT STREET SECTION PER TYPICAL o U-) o 0 o LOCAL STREET SECTION ON SHEET 2 00 + 4 /1 A Tl**"' o+ TI T A ATA' SCALE: H OR I Z. 1 = 50 VERT. 1 It = 29 i- - 10 k--- - -I - 0.210% - 54.98, ON CURVE w 105.00' M M m U Q_ C.D i 00 m LO OO W :O O O -- ri r` 352- 351 - 350 ------ 6C 13.70' - C5 N 0. C. 9 349 LO - ° N 7.70' 1ON CUR4 J r7 ; M J u- U.. - m 348 w o LO i Mn .. Elor 1 V 1 Yl tl 1 V Ltl l Y L PHASE 3 12 13 14 15 16 q I >- I - -I- 0 3- -- - ter coz Q -- 0.50yX 13.70' 9.60' - 7 FOai 0. C. 00 0. 42 30 CC. of vi Y 7 -- - - rn - M J ----- L- -- m m FIR C7 U -- LLS C> I m G C W e O ct T + C> 400.00' EX. GROUND :@ CL GROUND @ CL - ro M r7 M Q ti m OO LLI L7 O a cc O NOTE -' v dM CD M LO LL. J m V V M d CO 3 Q+ Q p coLwCQc, we 48° cN 47 o Z CO 46 216 a 4gOFESSI,1, w No. 35473 9/30/15 CIVIL9 CF CALIt0 CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y o18S00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 Dq1 15.5' 15 5' i NI 0 TIP T)P -15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: 26' DW 4 4 CD o 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I J 4- - -t- - -I- 3. M C61 M O! + 0 0.201x 253.35' ----j- - - - 20 I 013.70' m ts7` - - - -- O.C. ON CURVE ;n J IJL V UW O - 00 c O ON CURVELO - M U-) Ju- J m m; V' V 41 m U-) flo M N 00 ROBERT E. SMITH RCE 3f 473 tJE. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED STD, STREET NAME SIGN (A E TRO) STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE I N C 0 R!-P 0 R A T E D - TRAC- -No-, 6s7 -J-- - -PHA s l l= I i 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 CD o Q o ± NOTE: CONSTRUCT STREET SECTION PER TYPICAL o U-) o 0 o LOCAL STREET SECTION ON SHEET 2 00 + 4 /1 A Tl**"' o+ TI T A ATA' SCALE: H OR I Z. 1 = 50 VERT. 1 It = 29 i- - 10 k--- - -I - 0.210% - 54.98, ON CURVE w 105.00' M M m U Q_ C.D i 00 m LO OO W :O O O -- ri r` 352- 351 - 350 ------ 6C 13.70' - C5 N 0. C. 9 349 LO - ° N 7.70' 1ON CUR4 J r7 ; M J u- U.. - m 348 w o LO i Mn .. Elor 1 V 1 Yl tl 1 V Ltl l Y L PHASE 3 12 13 14 15 16 q I >- I - -I- 0 3- -- - ter coz Q -- 0.50yX 13.70' 9.60' - 7 FOai 0. C. 00 0. 42 30 CC. of vi Y 7 -- - - rn - M J ----- L- -- m m FIR C7 U -- LLS C> I m G C W e O ct T + C> 400.00' EX. GROUND :@ CL GROUND @ CL - ro M r7 M Q ti m OO LLI L7 O a cc O NOTE -' v dM CD M LO LL. J m V V M d CO 3 Q+ Q p coLwCQc, we 48° cN 47 o Z CO 46 216 a 4gOFESSI,1, w No. 35473 9/30/15 CIVIL9 CF CALIt0 CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y o18S00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 Dq1 15.5' 15 5' i NI 0 TIP T)P -15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: 26' DW 4 4 CD o 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I J 4- - -t- - -I- 3. M C61 M O! + 0 0.201x 253.35' ----j- - - - 20 I 013.70' m ts7` - - - -- O.C. ON CURVE ;n J IJL V UW O - 00 c O ON CURVELO - M U-) Ju- J m m; V' V 41 m U-) flo M N 00 ROBERT E. SMITH RCE 3f 473 tJE. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED STD, STREET NAME SIGN (A E TRO) STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE I N C 0 R!-P 0 R A T E D - TRAC- -No-, 6s7 -J-- - -PHA s l l= I i 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 SCALE: H OR I Z. 1 = 50 VERT. 1 It = 29 i- - 10 k--- - -I - 0.210% - 54.98, ON CURVE w 105.00' M M m U Q_ C.D i 00 m LO OO W :O O O -- ri r` 352- 351 - 350 ------ 6C 13.70' - C5 N 0. C. 9 349 LO - ° N 7.70' 1ON CUR4 J r7 ; M J u- U.. - m 348 w o LO i Mn .. Elor 1 V 1 Yl tl 1 V Ltl l Y L PHASE 3 12 13 14 15 16 q I >- I - -I- 0 3- -- - ter coz Q -- 0.50yX 13.70' 9.60' - 7 FOai 0. C. 00 0. 42 30 CC. of vi Y 7 -- - - rn - M J ----- L- -- m m FIR C7 U -- LLS C> I m G C W e O ct T + C> 400.00' EX. GROUND :@ CL GROUND @ CL - ro M r7 M Q ti m OO LLI L7 O a cc O NOTE -' v dM CD M LO LL. J m V V M d CO 3 Q+ Q p coLwCQc, we 48° cN 47 o Z CO 46 216 a 4gOFESSI,1, w No. 35473 9/30/15 CIVIL9 CF CALIt0 CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y o18S00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 Dq1 15.5' 15 5' i NI 0 TIP T)P -15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: 26' DW 4 4 CD o 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I J 4- - -t- - -I- 3. M C61 M O! + 0 0.201x 253.35' ----j- - - - 20 I 013.70' m ts7` - - - -- O.C. ON CURVE ;n J IJL V UW O - 00 c O ON CURVELO - M U-) Ju- J m m; V' V 41 m U-) flo M N 00 ROBERT E. SMITH RCE 3f 473 tJE. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED STD, STREET NAME SIGN (A E TRO) STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE I N C 0 R!-P 0 R A T E D - TRAC- -No-, 6s7 -J-- - -PHA s l l= I i 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 Elor 1 V 1 Yl tl 1 V Ltl l Y L PHASE 3 12 13 14 15 16 q I >- I - -I- 0 3- -- - ter coz Q -- 0.50yX 13.70' 9.60' - 7 FOai 0. C. 00 0. 42 30 CC. of vi Y 7 -- - - rn - M J ----- L- -- m m FIR C7 U -- LLS C> I m G C W e O ct T + C> 400.00' EX. GROUND :@ CL GROUND @ CL - ro M r7 M Q ti m OO LLI L7 O a cc O NOTE -' v dM CD M LO LL. J m V V M d CO 3 Q+ Q p coLwCQc, we 48° cN 47 o Z CO 46 216 a 4gOFESSI,1, w No. 35473 9/30/15 CIVIL9 CF CALIt0 CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y o18S00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 Dq1 15.5' 15 5' i NI 0 TIP T)P -15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: 26' DW 4 4 CD o 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I J 4- - -t- - -I- 3. M C61 M O! + 0 0.201x 253.35' ----j- - - - 20 I 013.70' m ts7` - - - -- O.C. ON CURVE ;n J IJL V UW O - 00 c O ON CURVELO - M U-) Ju- J m m; V' V 41 m U-) flo M N 00 ROBERT E. SMITH RCE 3f 473 tJE. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED STD, STREET NAME SIGN (A E TRO) STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE I N C 0 R!-P 0 R A T E D - TRAC- -No-, 6s7 -J-- - -PHA s l l= I i 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 400.00' EX. GROUND :@ CL GROUND @ CL - ro M r7 M Q ti m OO LLI L7 O a cc O NOTE -' v dM CD M LO LL. J m V V M d CO 3 Q+ Q p coLwCQc, we 48° cN 47 o Z CO 46 216 a 4gOFESSI,1, w No. 35473 9/30/15 CIVIL9 CF CALIt0 CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y o18S00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 Dq1 15.5' 15 5' i NI 0 TIP T)P -15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: 26' DW 4 4 CD o 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I J 4- - -t- - -I- 3. M C61 M O! + 0 0.201x 253.35' ----j- - - - 20 I 013.70' m ts7` - - - -- O.C. ON CURVE ;n J IJL V UW O - 00 c O ON CURVELO - M U-) Ju- J m m; V' V 41 m U-) flo M N 00 ROBERT E. SMITH RCE 3f 473 tJE. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED STD, STREET NAME SIGN (A E TRO) STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE I N C 0 R!-P 0 R A T E D - TRAC- -No-, 6s7 -J-- - -PHA s l l= I i 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 NOTE -' v dM CD M LO LL. J m V V M d CO 3 Q+ Q p coLwCQc, we 48° cN 47 o Z CO 46 216 a 4gOFESSI,1, w No. 35473 9/30/15 CIVIL9 CF CALIt0 CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y o18S00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 Dq1 15.5' 15 5' i NI 0 TIP T)P -15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: 26' DW 4 4 CD o 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I J 4- - -t- - -I- 3. M C61 M O! + 0 0.201x 253.35' ----j- - - - 20 I 013.70' m ts7` - - - -- O.C. ON CURVE ;n J IJL V UW O - 00 c O ON CURVELO - M U-) Ju- J m m; V' V 41 m U-) flo M N 00 ROBERT E. SMITH RCE 3f 473 tJE. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED STD, STREET NAME SIGN (A E TRO) STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE I N C 0 R!-P 0 R A T E D - TRAC- -No-, 6s7 -J-- - -PHA s l l= I i 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 46 216 a 4gOFESSI,1, w No. 35473 9/30/15 CIVIL9 CF CALIt0 CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEWA 19-A Y o18S00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 Dq1 15.5' 15 5' i NI 0 TIP T)P -15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: 26' DW 4 4 CD o 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I J 4- - -t- - -I- 3. M C61 M O! + 0 0.201x 253.35' ----j- - - - 20 I 013.70' m ts7` - - - -- O.C. ON CURVE ;n J IJL V UW O - 00 c O ON CURVELO - M U-) Ju- J m m; V' V 41 m U-) flo M N 00 ROBERT E. SMITH RCE 3f 473 tJE. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED STD, STREET NAME SIGN (A E TRO) STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE I N C 0 R!-P 0 R A T E D - TRAC- -No-, 6s7 -J-- - -PHA s l l= I i 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I J 4- - -t- - -I- 3. M C61 M O! + 0 0.201x 253.35' ----j- - - - 20 I 013.70' m ts7` - - - -- O.C. ON CURVE ;n J IJL V UW O - 00 c O ON CURVELO - M U-) Ju- J m m; V' V 41 m U-) flo M N 00 ROBERT E. SMITH RCE 3f 473 tJE. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED STD, STREET NAME SIGN (A E TRO) STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE I N C 0 R!-P 0 R A T E D - TRAC- -No-, 6s7 -J-- - -PHA s l l= I i 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 DATE I N C 0 R!-P 0 R A T E D - TRAC- -No-, 6s7 -J-- - -PHA s l l= I i 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 352 351111111 350 349 352 351_ 350 349 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 90'00'00" 35.00' 54.98' 35.00' 2 90'00'00" 20.00' 31.42' 20.00' 3 90'00'00" 20.00' 31.42' 20.00' 2225'35" 35.00' 13.70' 6.94' 5 134'51'11" 84.00' 197.70' 202.06' 6 2225'35" 35.00' 13.70' 6.94' NOTET, 957 COMPACTION AT LEAST 1,0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES SCALE: NLO m U m 3 9 26' DW 38 it HoRIZ. ,° = So' PI UM RED WAY ERT. ,° = 21 PHASE 3 10 11 12 13 14 ElC- ND 0 T 54.98' c 16.00 m 00 M O M J s- EX -.-- I 203% - - -- - 296.68' - O.C. 197.70' 1 - 0.332% . 13.70' . _ _ .._ _ _ _ - - - - -- __-_ - .Q(o, - r 0. C. 159.60' u") - - -- - — - - -- -- c, 16.00' V LL- i m — Q -- U r7 roELi OO CA U O m tD o + - C5 4gOFESSIO , E. w No. 35473 m 9/30/15 : o ROBERT E. SMITH RCE 35z 73 DATE FIVIL r7 I oQ~ CAL N0. 35473 a Exp. 9-30-17 PFOF CA 'c LEGEND. o STD, CITY SURVEY MONUMENT TO BE CONST OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 28000 LED STD STREET NAME SIGN (METRO) STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION r TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 352 351 350 349 352 351 350 349 TRACT 87 PHASE N-& PROFI E - A AV SHEET 4 OF 52 !SHEETS v 0 J O L rr) v L. J O m C.7 N M Uo' C.7 0= w C7 n J 000c) 0. VmU C) M J M C.D 6 SEE SHEET 25 6 m W o 110120 20 10 CN z 9 +80.00 BC FL 351.79 (100.40' LT.) m 00 o 00 OQ J 9 +77.35 PRC FL 351.76 (87.05' LT.) 5 04 N '- SEE SHEET 23 N 10 20 20 1( N 5 5 - gg'16' 39 _E o I! L IS 26' DW s vi W cn Cn o N co 26 IN 69'2'2" E ILO12' WIDE CROSS GUTTER 8° -SEWER . N PER COB. SID. ST 9 6 6 0 +00 00 S 89 °00'45" E 11 WITH 4.5 COMB. SIDEWALK -TYP. CONST. TYPE "B" CURB & GUTTER O3 113CVL N 5 r 6 7 I I R/W 3Q 1 I 4,2 w N 1$ 9 1 z3s J I l U-3 15.5' 6 9 ' 15.5' 0 c`Ot, v to C4 " q q U--) 20 20 11 U-) cu 010 SEE SHEET 23J O O M L— J C9 c°ii O Q ZUWD oc Nmj J J u- O Q 2 a_ C> C> Um o m J U-) o OO a o' O U to O w to O o 00 N NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 3 9 26' DW 38 it HoRIZ. ,° = So' PI UM RED WAY ERT. ,° = 21 PHASE 3 10 11 12 13 14 ElC- ND 0 T 54.98' c 16.00 m 00 M O M J s- EX -.-- I 203% - - -- - 296.68' - O.C. 197.70' 1 - 0.332% . 13.70' . _ _ .._ _ _ _ - - - - -- __-_ - .Q(o, - r 0. C. 159.60' u") - - -- - — - - -- -- c, 16.00' V LL- i m — Q -- U r7 roELi OO CA U O m tD o + - C5 4gOFESSIO , E. w No. 35473 m 9/30/15 : o ROBERT E. SMITH RCE 35z 73 DATE FIVIL r7 I oQ~ CAL N0. 35473 a Exp. 9-30-17 PFOF CA 'c LEGEND. o STD, CITY SURVEY MONUMENT TO BE CONST OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 28000 LED STD STREET NAME SIGN (METRO) STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION r TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 352 351 350 349 352 351 350 349 TRACT 87 PHASE N-& PROFI E - A AV SHEET 4 OF 52 !SHEETS 353 352 351 350 353 352 351 350 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 22'25'35' 35.00' 13.70' 6.94' 2 134'51'11" 84.00' 197.70' 202.06' 3 22'25'35' 35.00' 13.70' 6.94' 4 90'00'00' 35.00' 54.98 35.00' 4) 44'24'55" 35.00' 27.13' 14.29' 134'24'55` 42.00' 98.53' 99.95' 7 134'2455' 42.00' 98.53' 99.95' 8 44'24'55" 35.00' 1 27.13' 14.29' SCALE:/ HORIZ. 1" = 50' VE R T. 1 of = 2' 3 3 Q q c, cli 3 3 Q0 Q:).j O q C6ClicuIDa\ 6 4 6 3 6 2 ~ 15 5, 15 Y+ 6 1 rrp. rip. W J 0.202X J 27.13' C14 cull c, CV CD L n cw N 5' s _ ON CURVE M N 342.09 POI N cO rn M J N n t d W O N J J o U m CJ A O o J 1? J ti r N N CN q J ui CV cV ti G@---- E3 }}f 4m r ZO M U-) w y 6 5 WN66 x1O1 1 I m 3 3 Q q c, cli 3 3 Q0 Q:).j O q C6ClicuIDa\ 6 4 6 3 6 2 ~ 15 5, 15 Y+ 6 1 rrp. rip. W 5 9 6 7 ): 4 O O WITH 4.5 COMB. SIDEWALK -lYP. FL e6' S 6 aS 00'59'15" W 12 CONST. TYPE B' CURB & GUTIER 13 14 x d 5° SEWS 6g49 °„ SEWERcV S 87 3 5 q I I R/W 3 304EwIIAa 5cDleis155' w 68 0 52 0 53 q> r> p 54 55 56 ^MA Q 58 n I + 00 (l.i (11 N N Z 1- J.-: o O C3 + + t[7 O p O z 9 +77.35 PRC FL 351.36 (87.05' RT.) v ° o o in 9 +80.00 BC GB FL 351.33 (100.40' RT.) 10 20 20 10 M CD 6 9 J SEE SHEET 24 ' m W ce c' Q °1) W + a C-) O co m ,ri C4CZ, L0W °o o 0 o NOTE: CONSTRUCT STREET SECTION PER TYPE "A° LOCAL STREET SECTION ON SHEET 2 CUCUMBER COURT PHASE 3 10 11 12 0.203X S^ o o E-- -1 - --r O.C. I 13 EX. GROUND C_L EX. GROUND ®CL I 14 27 -IS 15 14 +85.75 BVC FL 352.80 23.55' LT.) 14 +92.97 PIVC FL 352.90 14 +92.97 POVC FL 352.85 14 +85.75 EVC FL 352.80 23.55' RT.) 0.202X J 27.13' C14 cull c, CV CD L n cw M 5' s _ ON CURVE M 1D EN 342.09 POI Nt' VERTICAL CU M J N n t d W O N m CJ A O CL J ti CN q J ui CV cV ti G@---- E3 }}f 4m r ZO M N w 60r co I 5 9 6 7 ): 4 O O WITH 4.5 COMB. SIDEWALK -lYP. FL e6' S 6 aS 00'59'15" W 12 CONST. TYPE B' CURB & GUTIER 13 14 x d 5° SEWS 6g49 °„ SEWERcV S 87 3 5 q I I R/W 3 304EwIIAa 5cDleis155' w 68 0 52 0 53 q> r> p 54 55 56 ^MA Q 58 n I + 00 (l.i (11 N N Z 1- J.-: o O C3 + + t[7 O p O z 9 +77.35 PRC FL 351.36 (87.05' RT.) v ° o o in 9 +80.00 BC GB FL 351.33 (100.40' RT.) 10 20 20 10 M CD 6 9 J SEE SHEET 24 ' m W ce c' Q °1) W + a C-) O co m ,ri C4CZ, L0W °o o 0 o NOTE: CONSTRUCT STREET SECTION PER TYPE "A° LOCAL STREET SECTION ON SHEET 2 CUCUMBER COURT PHASE 3 10 11 12 0.203X S^ o o E-- -1 - --r O.C. I 13 EX. GROUND C_L EX. GROUND ®CL I 14 27 -IS 15 14 +85.75 BVC FL 352.80 23.55' LT.) 14 +92.97 PIVC FL 352.90 14 +92.97 POVC FL 352.85 14 +85.75 EVC FL 352.80 23.55' RT.) 0.202X c, 27.13' C14 cull c, CV CV Iii L n cw 5' s _ ON CURVE 1D EN 342.09 POI Nt' VERTICAL CU 54.98 -- N m CURVE QgpFESSIp, E. ti 'r w No. 35473 9/30/15 CIVI OF L F C AL ROBERT E. SMITH RCE [5473 o RTE.s No. 35473 x EXP. 9-30-17 r, CrVit KOFt'Att- {: LEGEND- o STD, CITY SURVEY MONUMENT TV BE CONST, OR EXISTS AS NOT a STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METR0 STD. CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTRUL SIGN PT, RADIAL TO CENTERLINE STA TI T TYPE "A" CATCH BASIN p- STANDARD TRAFFIC SIGNAL INTERCONAECT, WIRING AND PULL BOXES smit SHEET DATE T' 353 352 351 350 353 352 351 350 SA --I F 52 SHEETS I ' III , k13 Pk (,4 4 0.202X 27.13' C14 cull ON CURVE O M- 0.509 5' s _ ON CURVE 342.09 54.98 -- N m CURVE n t d W O N 3 O J ui CV cV ti G@---- E3 }}f 4m d r 2._ 50' VERTICAL CU QgpFESSIp, E. ti 'r w No. 35473 9/30/15 CIVI OF L F C AL ROBERT E. SMITH RCE [5473 o RTE.s No. 35473 x EXP. 9-30-17 r, CrVit KOFt'Att- {: LEGEND- o STD, CITY SURVEY MONUMENT TV BE CONST, OR EXISTS AS NOT a STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METR0 STD. CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTRUL SIGN PT, RADIAL TO CENTERLINE STA TI T TYPE "A" CATCH BASIN p- STANDARD TRAFFIC SIGNAL INTERCONAECT, WIRING AND PULL BOXES smit SHEET DATE T' 353 352 351 350 353 352 351 350 SA --I F 52 SHEETS I ' III , k13 Pk (,4 4 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT l0 90100'00° 20.00' 31.42' 20.00' 90.00'00° 1 20.00' 31.42' 20.00' 3 90.00'00' 20.00' 31.42' 20.00' 4 90.00'00° 20.00' 31.42' 20.00' SCALE: 7 5 26' DW — — 26' DW.. -- 76 J 0 co W M COD Q L eh J m M O o _j IR mQm 0 c0 W N O SEE SHEET 23 o po 10 20 20 10 ° 5 cn n cl Ln LIT co N O O 0 10 +00 00 Y J m W Lu O U c'n m oU co 3 2 ~z 3 0 R/W S 89'00'45" E 5 4' - a io 1 U) N Of 0 20 SEE SHEET 23 cli W M m Z C7 J mCD w O U O Q m o o g + o 0 0 NOTE: CONSTRUCT STREET SECTION PER TYPE °A" LOCAL STREET SECTION ON SHEET 2 HORIZ. 1" = 50' 170A 1 v j A fl7AVERT. 1" = 2' PffA SES 3 & 4 10 11 12 13 I "i L 4gOFESSIpN eE. w No. 35473 ni 9/30/15 oCIV] L F CAL LEGEND; ROBERT . • o STD, CITY SURVEY MONUMENT TO BE CONST OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) STD. CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXL S 0R0 UN -_- _ C 350 -- - (o Lu -- - - 350 o5ax 349 - 31. 349O.C. ° co - - - - - -- - -- - - - -- - -- - -- - ____- - M M co 4 R TH FE 0 K INE - _ _ - -- 348348J4k1. M m M N 347 - _ _ 347mWMI - i'•? - - -- m LJ CDOC> ( -*,j W - - - - --- - 346 N g — -- 346OQ + + Co Go cm EX. GROUND @ CE -- may-- - 350 - — L-, w 350 Q TIN BOWLINE M -- M z 348 -- -- - — - -- - — - - - -- }0.07 m u- ; 1°O.o 348 S2 m 1--— 04 O.C. 347 N _ - -- - -- 347ow ¢ M M i D O U - -. - 346 - ° -- o -- _ o -- - - - -- o r) o °o N __ Smi A I N C 0 R P a A T E D SES -,. &_4 1 AN, - -fROFILE -. VOA VANGA WAY - SHEET 26 0 F 2 SHEETS i ctOO J Z 00 O W 0 m JE WZ N Q c4 ck Q J o w N M OR R/W w g_ CD 0ZM m co a 6 s U-) Of Z SEE SHEET 29 w o C) coN 5 5VCDCO Z N Ln O rM N J 0 10 20 20'11 M N w c6 M M 63'o M7 c°+ca°+o C-4 CD 5 d- J SEE SHEET 29 m O U? F-: cr_ U r7 TQT 0 TQT N ti0 3 ,0- p Cr U C N CL w 0— QD N r J n C 0 2 nO o c°v 1 2 13 +00.00 i j NOTE: CONSTRUCT STREET SECTION PER TYPE °A" LOCAL STREET SECTION ON SHEET 2 HORIZ. 1" = 50' 170A 1 v j A fl7AVERT. 1" = 2' PffA SES 3 & 4 10 11 12 13 I "i L 4gOFESSIpN eE. w No. 35473 ni 9/30/15 oCIV] L F CAL LEGEND; ROBERT . • o STD, CITY SURVEY MONUMENT TO BE CONST OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) STD. CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXL S 0R0 UN -_- _ C 350 -- - (o Lu -- - - 350 o5ax 349 - 31. 349O.C. ° co - - - - - -- - -- - - - -- - -- - -- - ____- - M M co 4 R TH FE 0 K INE - _ _ - -- 348348J4k1. M m M N 347 - _ _ 347mWMI - i'•? - - -- m LJ CDOC> ( -*,j W - - - - --- - 346 N g — -- 346OQ + + Co Go cm EX. GROUND @ CE -- may-- - 350 - — L-, w 350 Q TIN BOWLINE M -- M z 348 -- -- - — - -- - — - - - -- }0.07 m u- ; 1°O.o 348 S2 m 1--— 04 O.C. 347 N _ - -- - -- 347ow ¢ M M i D O U - -. - 346 - ° -- o -- _ o -- - - - -- o r) o °o N __ Smi A I N C 0 R P a A T E D SES -,. &_4 1 AN, - -fROFILE -. VOA VANGA WAY - SHEET 26 0 F 2 SHEETS i jF- 0 3 oLn OR R/W n co a 6 s Of a O w o coN 5 5VCDCO Z N CO 0 10Q C M N w c6 M M CD o 0 0 d- J SEE SHEET 29 p O U? F-: cr_ U Z r7 U 0 ti0 3 ,0- p Cr U C N 6 w W z QD N o J C 0 NOTE: CONSTRUCT STREET SECTION PER TYPE °A" LOCAL STREET SECTION ON SHEET 2 HORIZ. 1" = 50' 170A 1 v j A fl7AVERT. 1" = 2' PffA SES 3 & 4 10 11 12 13 I "i L 4gOFESSIpN eE. w No. 35473 ni 9/30/15 oCIV] L F CAL LEGEND; ROBERT . • o STD, CITY SURVEY MONUMENT TO BE CONST OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) STD. CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXL S 0R0 UN -_- _ C 350 -- - (o Lu -- - - 350 o5ax 349 - 31. 349O.C. ° co - - - - - -- - -- - - - -- - -- - -- - ____- - M M co 4 R TH FE 0 K INE - _ _ - -- 348348J4k1. M m M N 347 - _ _ 347mWMI - i'•? - - -- m LJ CDOC> ( -*,j W - - - - --- - 346 N g — -- 346OQ + + Co Go cm EX. GROUND @ CE -- may-- - 350 - — L-, w 350 Q TIN BOWLINE M -- M z 348 -- -- - — - -- - — - - - -- }0.07 m u- ; 1°O.o 348 S2 m 1--— 04 O.C. 347 N _ - -- - -- 347ow ¢ M M i D O U - -. - 346 - ° -- o -- _ o -- - - - -- o r) o °o N __ Smi A I N C 0 R P a A T E D SES -,. &_4 1 AN, - -fROFILE -. VOA VANGA WAY - SHEET 26 0F 2 SHEETS i 354 353 352 351 350 354 353 352 351 350 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 22'25'35' 35.00' 13.70' 6.94' 134'51'11' 84.00' 197.70' 202.06' 3 22'25'35' 35.00' 13.70' 6.94' 4) 90'00'00' 20.00' 31.42' 20.00' 0 90'00'00 20.00' 31.42' 20.00' 2225'35' 35.00' 13.70' 6.94' 7 134'51'11' 84.00' 197.70' 202.06' 22'25'35' 35.00' 13.70' 6.94' 9 90100'00' 35.00' 54.98' 35.00' 10 90'00'00' 35.00' 54.98' 35.00' SCALE: HORIZ. 1 " = 50' VERT. 1" = 2' J J v C-4 CN M00 00 J - J M M L. W L. I.. tai J M Mm J m m r7 u CD c c V) 0! of -< a L C7 U Q U U U= Q-' a U o! w W m wm o= acv w Z O pp0 a U p OrnJ LO d- m O O OOiOcV o 0x ' o °° O O M 1 0 0 C) 9s s N ° + °o ± SEE SHEET 28 + + + N 10'20 20 1 w IdsrTY5lll- 1 9 0 1 R/W fie• , - - -- _ -, O O 1 4 tih 2ti b h 2 0 R/W 4 6 6" SEWER o a 62851 , 1 0+00.00 T r, 11 11 +' 12 13 +00.00 3 NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 CRAZY CO COYUT A VEYUE 10 GROUND @ CL- ON M O.C. L L. IJi Cf PHASE'S 3 & 4 12 13.70' 9.60 31 42 0 C:' 31.42' 9.60 13.70' 8 G= N N 0. C. O.0 rn M M rn O.C. LO M M 00 L C.D 1i m mC-3 J w w -- 4+ 0= w m U ump00LUi.t O a- $- - O cc O+ c; + O O O C4 O + O45 N N Q - - -- u'i 0.509x 50 8' n - M Q 13 0.202% M7.70' e^o --.- 45.00 M ON CURVE 14 J U U w C> Nq N r+ M 4g,pFESS jON E. No. 35473 y 9/30/15 T OI V IL OF C AL ROBERT E. SMITH RCE 31473 4/1 No. 35473 Exp. 9 -30 -17 cp Civi 4F r L FEND. o STD, CI T Y SUR VEY MONUMENT TO BE CONST OR EXISTS AS NOTED, STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) STD. CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWAY TRAFFIC CONTRNL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNE WIRING AND PULL BOXES S DATE T - i 354 352 0.20 __ 351 7.95' ` -- 350 JL L-11 353 352 4 350 EE-T - PLAN - -- -& - PROFft -- -- CRAZY CO ONUT AVENUE SHEET OF 52 SHEETS 4 e10 cq O M r- r' I f S 89'31'19" W 26' DW i R/W o d- S 87'32'50" U o LO 00 LO 00 LLJ 26' DW CD 26' DW 5 N 68'55'26" W 13 +22.65 PRC FL 351.46 (87.05' RT.) 2 3No LO a n 20 u') 13 +20.00 EC FL 351.43 (100.40' RT.) W tE Lc) C I4 Y Q Q a'a J w M W p J wQ CL 26' DW 5 M C o Q- a- N 70 '53'56977.35 PRC FL 351.46 (87.05 RT.) W m M 9 +80.00 BC GB FL 351.43 (100.40' RT.) 20 10 a a ° Zi SEE SHEET 23 U L Ln r O Op o o Q Z N O J NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 CRAZY CO COYUT A VEYUE 10 GROUND @ CL- ON M O.C. L L. IJi Cf PHASE'S 3 & 4 12 13.70' 9.60 31 42 0 C:' 31.42' 9.60 13.70' 8 G= N N 0. C. O.0 rn M M rn O.C. LO M M 00 L C.D 1i m mC-3 J w w -- 4+ 0= w m U ump00LUi.t O a- $- - O cc O+ c; + O O O C4 O + O45 N N Q - - -- u'i 0.509x 50 8' n - M Q 13 0.202% M7.70' e^o --.- 45.00 M ON CURVE 14 J U U w C> Nq N r+ M 4g,pFESS jON E. No. 35473 y 9/30/15 T OI V IL OF C AL ROBERT E. SMITH RCE 31473 4/1 No. 35473 Exp. 9 -30 -17 cp Civi 4F r L FEND. o STD, CI T Y SUR VEY MONUMENT TO BE CONST OR EXISTS AS NOTED, STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) STD. CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWAY TRAFFIC CONTRNL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNE WIRING AND PULL BOXES S DATE T - i 354 352 0.20 __ 351 7.95' ` -- 350 JL L-11 353 352 4 350 EE-T - PLAN - -- -& - PROFft -- -- CRAZY CO ONUT AVENUE SHEET OF 52 SHEETS e 9 cq O M r- r' I f S 89'31'19" W 26' DW u- o Q 8 u- o LO LO 00 us 26' DW CD cma m n 5 N 68'55'26" W 13 +22.65 PRC FL 351.46 (87.05' RT.) 2 3No10202010 13 +20.00 EC FL 351.43 (100.40' RT.) W SEE SHEET 29 w OO z Q DO c: J w M W wQ Q J NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 CRAZY CO COYUT A VEYUE 10 GROUND @ CL- ON MO.C. L L. IJi Cf PHASE'S 3 & 4 12 13.70' 9.60 31 42 0 C:' 31.42' 9.60 13.70' 8 G= N N 0. C. O.0 rn M M rn O.C. LO M M 00 L C.D 1i m mC-3 J w w -- 4+ 0= w m U ump00LUi.t O a- $- - O cc O+ c; + O O O C4 O + O45 N N Q - - -- u'i 0.509x 50 8' n - M Q 13 0.202% M7.70' e^o --.- 45.00 M ON CURVE 14 J U U w C> Nq N r+ M 4g,pFESS jON E. No. 35473 y 9/30/15 T OI V IL OF C AL ROBERT E. SMITH RCE 31473 4/1 No. 35473 Exp. 9 -30 -17 cp Civi 4F r L FEND. o STD, CIT Y SUR VEY MONUMENT TO BE CONST OR EXISTS AS NOTED, STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) STD. CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWAY TRAFFIC CONTRNL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNE WIRING AND PULL BOXES S DATE T - i 354 352 0.20 __ 351 7.95' ` -- 350 JL L-11 353 352 4 350 EE-T - PLAN - -- -& - PROFft -- -- CRAZY CO ONUT AVENUE SHEET OF 52 SHEETS FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1T 90100'00" 20.00' 31.42' 20.00' 02 90100'00° 20.00' 31.42' 20.00' 3 89'40'15" 30.00' 46.95' 29.83' 4 9019'45 30.00' 47.30' 130.17' NOTES: O INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH 5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. SEE SHEET 47 FOR INTERCONNECT DETAIL) O FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES, INSTALL ONE 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD EX. STAND PIPES TO BE REMOVED AND RELOCATED BY DEVELOPER (TYP.) PRIOR TO PLACEMENT OF A.B. SCALE:/ H ORI Z. 1 " = 50' VE R T. 1 " = 2' 353 352 3511 350 353 352 351 350 18 _ --R' 19 a 110 20 \ ° o cq p MSEESHEET27 M u- W J Cm7 w UUQ v °o mo c> 0o 0 J J M tLo M LO W J M = Q L" Y Om L Y O U Q-- m o U SEE SHEET 39 C M cV M 35 112 1 Z LL. M W II - NOZ D V) M M U I Ckf 0:: m 0 SEE SHEET 27 o o 10 120 L N W Q I T T4 I 0 N INe co I z II+ W1 -7 I w /OM1 3 Lu N I MARKER I M R/W CD 0 0 PHASE 3 cn WITH 4.5 COMB. SIDEWALK -TYP. O B" 11 CNCONSTTYPECURB & GUTTER PHASE 4 FL S 00'59'15" W O NO 18 _ --R' 19 a 110 20 \ ° o cq p MSEESHEET27 M u- W J Cm7 w UUQ v °o mo c> 0o 0 J 0 M tLo M LO W J M = Q L" Y Om L Y O U Q-- mmU 3 S SEE SHEET 39 CCIDco 1 hi 335 1 12 1 M W II - D V) U I m 00 r Go Q mQ W Q II 12 IINe I z II+ W1 -7 I w /OM1 3 N I MARKER I M NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 PIYEA PPI E XA Y PHA SES 3 & 4 10 11 12 13 EX. !GROUND C CL E 0- r 47.30' - - -- r ( J ic M "' WEST— m - CD N m - Ic5 S M I.J.1 I r o L0 + C ON _- _ j + o.51x o• 46.95' r 31.42 c ON CURVE J M { J Li I ICE - W f Z 0 K INE gOVESSION w No. 35473 9/30/15 I CIV OF CAL ROBERT E. SMITH RCE 31473 mN0- 35473 tTl EXP. 9-30 -17 cp C/ 9 FQ CALE E r LEEEND. o STD, CITY SURVEY MONUMENT TO BE CONST OR EXISTS AS NOTE STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRO STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TO CENTERLINE S TA TIL 7' TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCOM WIRING AND PULL BOXES ith EET 28 T, 353 352 351... 350 353 P 352 35-1. 350 4 WAY - -- - -- - SHEETS O'W1 PA 0 o.51x o• 46.95' r 31.42 c ON CURVE J M { J Li I ICE - W f Z 0 K INE gOVESSION w No. 35473 9/30/15 I CIV OF CAL ROBERT E. SMITH RCE 31473 mN0- 35473 tTl EXP. 9-30 -17 cp C/ 9 FQ CALE E r LEEEND. o STD, CITY SURVEY MONUMENT TO BE CONST OR EXISTS AS NOTE STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRO STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TO CENTERLINE S TA TIL 7' TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCOM WIRING AND PULL BOXES ith EET 28 T, 353 352 351... 350 353 P 352 35-1. 350 4 WAY - -- - -- - SHEETS O'W1 PA 0 gOVESSION w No. 35473 9/30/15 I CIV OF CAL ROBERT E. SMITH RCE 31473 mN0- 35473 tTl EXP. 9-30 -17 cp C/ 9 FQ CALE E r LEEEND. o STD, CITY SURVEY MONUMENT TO BE CONST OR EXISTS AS NOTE STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRO STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TO CENTERLINE S TA TIL 7' TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCOM WIRING AND PULL BOXES ith EET 28 T, 353 352 351... 350 353 P 352 35-1. 350 4 WAY - -- - -- - SHEETS O'W1 PA 0 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1Q 22'2535" 35.00' 13.70' 6.94' S 78'29'12" E 134'51'11" 84.00' 197.70' 202.06' 3 22'2535" 35.00' 13.70' 6.94' 4 90'00'00" 20.00' 31.42' 1- 4z cN 90'00'00" 20.00' 31.42' 20.00' 6 90'00'00" 35.00' 35.00' Z Q J h r w N 80'14'47" E ci 0 00 O J z -) 00 z t O Zcn M 5tl*- v M 00 pp O w owQ z 00 r") N M J 9 +80.00 BC GB FL 348.86 (100.40 RT.) JtL M pMpSv o Lj J M C6 > o J t CV M N Z r7 op M Q p Cp m W w c, N M JL. lL0 ppej M LJi U m L. M Q ocs J m J JmU- U c° u") CL U 0 o0 U> ANU O WO LL_ U j m m w U CL U 6, Na' 1 m U m 00 go W SEE SHEET 26 o o o CDA + 0 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1Q 22'2535" 35.00' 13.70' 6.94' S 78'29'12" E 134'51'11" 84.00' 197.70' 202.06' 3 22'2535" 35.00' 13.70' 6.94' 4 90'00'00" 20.00' 31.42' 20.00' 5 90'00'00" 20.00' 31.42' 20.00' 6 90'00'00" 35.00' 54.98' 35.00' X 0 10 20 20 10 A q °° o M Q q Ln N Na ti M + "D 0 M M M o O p p o 5 cu cu v co cu cu cu io ci c c J N J o^ 18' ( ° o ( ~15 5' 15 5' 1 0 1 1° 0 1 2 1 8 CD STIN- D 8" S. 7 7 }yp }yp 0 I Ir. 1 Ir. I O F cn - I I - ' /W ` n ii: p \ / S 00'59'15" W _ 62$55 1 t...... cn 3 T 10 +00.00 DELTA 30 S.D w TANGENT Q7 22'2535° 35.00' 13.70' 6.94' S 78'29'12" E 0 ``' 84.00' 197.70' R/W Q9 fE 26' DW ; - - 35.00' 13.70' 6.94' 0 cn 20.00' 31.42' 20.00' 11 90 ,00'00" 20.00' 31.42' 00 ! 1© 90'00'00' 35.00' 00 pryLLJZ*x fE 26' DW -' - - ONNECT h r w N 80'14'47" E ci 0 lJ U- z 2 5 Zcn 9 +77.35 PRC FL 348.83 (87.05' RT.) 5tl*- v m o ooc 1 20 20 10 N M J 9 +80.00 BC GB FL 348.86 (100.40 RT.) o 3 `` o SEE SHEE T 31 J C6 > o CL Q m m w o- wQm Q o0 U c° u") o0 SCALE: ' HORIZ. 1" = 50' VER T. 1 " = 2' 10 352 351 350 349 0 74.76' 348 I Ca347C-D 352 351 350 349 348 347 8 co 13.70' U Um 0 Sao - a 197.70' Al NE 54. ON C 0 - - -- - 1 +50.00 N 8- SEWER 8" SEWER - FL 6; 14 S 00'59'15" W 15 WITH 4.5 COMB. SIDEWALK -TW. 1618" S. D. 12 ON 10 p 62854 CONST. TYPE B" CURB & GUTTER FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT Q7 22'2535° 35.00' 13.70' 6.94' 134'51'11" 84.00' 197.70' 202.06' Q9 22'25'35" 35.00' 13.70' 6.94' 0 90,00'00" 20.00' 31.42' 20.00' 11 90 ,00'00" 20.00' 31.42' 20.00' 1© 90'00'00' 35.00' 54.98' 35.00' 3 3 L7 Q U wWwm Lc) c`u° QJ o o 3A C l Mc6d- 3Q 3Q U wWwm Lc) O O 00 o o O m 13.70' 9.60' Q CV c`ou cu cuum LO ccul ° c TION r ono co CD 1 4 1 5 ONNECT 1 6 1 7 1 8ci0C5r; TY 1 0 o 3 I I a s "R /W p 3 q A I I A FI) 00 5 1 0 29' "' "28 27 Cu26 M o6 62 5 ^ CD CD CD CD 3 3 M 10 20 20 10 00 o zo zo co CD SEE SHEET 30 M M' L M O O O 00w vi W U- m o m ; nclnCD Cm Q J --• --' t N U- L UC-) 2 0: U 0 ocl C) LLIU Q Otoa_ cq CD N 00 Y ro CL cl- NOTE' CONSTRUCT STREET SECTION PER TYPE "A" O O C14 17 O S 0:x'59'15" W 18 CV - 3 3 A A 2524 C3 C3U-) U-) LOCAL STREET SECTION ON SHEET 2 XA TERiVEI OY LANE PHASE 4 11 12 13 14 15 16 17 sra nisoao /Fx._ceC61N2aCL. 1 FI-11AIANCAI WAY fM C l Mc6d- 00 JML MJ C-D LJ U wWwm Lc) Co 00 o o O m 13.70' 9.60' 4211% r M 3V 11-1141- 00 J m LJ U' JW L EGEND, M o J m M c6 00 LO o O m a 8 a Q CV a 0 m LO 0 U---J TION r TYPE "A" CATCH BASIN 100' VER-nc CURVE JW I w 31.42' O.C. p7 J N7 mCD C8 LAJ U w _ Q m Up 0 aD M M0 CO t N Q 0.202: Ste_ G. a, Icno^ C> 4gOFESSj0 U.) RT E. S 44y , 7 f N O Z w No. 35473 M L ¢Uw 9/30/15 U ° Q i[ ul) v SEE SHEET 27 Q 10 w M 10 20 20 19 +68.35 EC FL 351.89 (100.40 LT. 9T' pF j CCOc* 19 +71.00 PRC FL 351.86 (87.05 LT.; 1 9 51- S 80'21'14" 26' DW J o= 00 Qnoco 20 62852 Ns1<0J. B' I y SI 2 3 N7 Lo o TJ 4, c0 coo p C_j N O z z 0 L n o F= m U .A 1 m co LL_ cli 05 OfCL O+0 to M 7 13.9 co m U C7 - - - m M m co vo 19 20 ON CURVE Vol_ JLL_ -- m CD U evr -t - - -. W OW CURVE ROBERT E. SMITH I RCE 35473 BT E. \ No.35473 2 EXP• 9 -30 -17 c5'j C'Vll .Q AL' SCRty. L EGEND, M o STD, Cl T Y SURVEY MENUMENT A 00 LO o O a STD, STREET LIGHT - 22000 L D STD, STREET NAME SIGN (MET U U m d M. W 0 o ui 50' VERTICAL axtVE i PT. RADIAL TO CENTERLINE STI TION r I w 31.42' O.C. p7 J N7 mCD C8 LAJ U w _ Q m Up 0 aD M M0 CO t N Q 0.202: Ste_ G. a, Icno^ C> 4gOFESSj0 U.) RT E. S 44y , 7 f N O Z w No. 35473 M L ¢Uw 9/30/15 U ° Q i[ ul) v SEE SHEET 27 Q 10 w M 10 20 20 19 +68.35 EC FL 351.89 (100.40 LT. 9T' pF j CCOc* 19 +71.00 PRC FL 351.86 (87.05 LT.; 1 9 51- S 80'21'14" 26' DW J o= 00 Qnoco 20 62852 Ns1<0 J. B' I y SI 2 3 N7 Lo o TJ 4, c0 coo p C_j N O z z 0 L n o F= m U .A 1 m co LL_ cli 05 OfCL O+0 to M 7 13.9 co m U C7 - - - m M m co vo 19 20 ON CURVE Vol_ JLL_ -- m CD U evr -t - - -. W OW CURVE ROBERT E. SMITH I RCE 35473 BT E. \ No.35473 2 EXP• 9 -30 -17 c5'j C'Vll .Q AL' SCRty. M 5_1 1 4D DATE 352 351 350 349 348 347 352 351 350 347 SJ I'l wl fo'l L EGEND, o STD, Cl T Y SURVEY MENUMENT TO BE CONST OR EXISTS AS VIED) o STD. STREET LIGHT - 9500 L a STD, STREET LIGHT - 22000 L D STD, STREET NAME SIGN (MET STD. CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CHNTRHL SIGN PT. RADIAL TO CENTERLINE STI TION r TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTER ONNECT WIRING AND PULL BOXES M 5_1 1 4D DATE 352 351 350 349 348 347 352 351 350 347 SJ I'l wl fo'l FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 90'00'000 20.00' 31.42' 20.00' 02 90'00'00' 20.00' 31.42' 20.00' 3 22'25'35" 35.00' 13.70' 6.94' 134'51'11" 84.00' 197.70' 202.06' 05 22'25'35' 35.00' 13.70' 6.94' 90100'00' 35.00' 54.98' 35.00' O m o R° c.;- C—) J m WW rn a 06 o o N F- - m + co Q o o + CqN O CD o NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 P UMPIfIY PA TCH IA YE SCALE: H ORI Z. 1 " = 50' VE R T. 1 so — 2 PffA"QT_J 4 10 11 12 13 14 353 352 - -- — -- — -- 351 350 ., Awl 314 • 4.09' ON RVE rn 0C2 14' - -- — 349 - -- - — - -- - M n J ai M U- C 348 -- - - n. m W _ m W O 0 O C> - -- N C4 A C3 O J 353 _ - - -- -- 352 --- - - - - -- - -- 351 350 19_ 7 70 ON _ CR188.69 O.C. 3,.42' OC80 349 CL M 348 -- - - - U N 1 _ W - --- m 4= 0 + t- 13. 0 9 15 4gOFESSIj), 9E. w No. 35473 ml 3 9/30/15 ' ROBERT E. SMITH RCE 354-73 DATE C 7 pIVIL OF C ALX e`cQO RT E. S,.y r Z No. 3473 Exp. 9 -30 -17 I iFO L EGE0 o STD, CITY SURVEY MONUMENT TO BE CONST OP EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) STD, CITY STREET NAME SIGN J9 STD, CURB RAMP f DRIVEWAY TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES 9 353 352 351 350 349 348 353 352 i 351 350 JL 349 C-3 - -- m 348 V 7 1 7TN I l XJAA V IVla t, R A T TRACT Na. PHASE STREET PCB -&-PROFILE PUMP PATCH LANE SHEET 0 OF 52 SHEETS J r- M J p O M w nM u- Cl m W 1 Z o Z QOLOamQvwQrnq-4- Lu Z m U— M N SEE SHEET 36 Q J zZ M M 20 1U00T 13 +49.09 EC FL 350.65 (100.40' LT.) W o o ^ 5 113 +51.74 PRC FL 350.62 (87.05 LT.) SEE SHEET 29 0 ° o°. aC°, 5 L N O 0 3 0o 10 20 2O o° o c> m U- 1 w S 81'09'06" W 26' DW r, rf g 5 E p I s 26' DW NO o E in L j cy) a O W 26' DW N 7734'46" W a CD 62856 1LO g X" SEWFc N CONST TYPE "B" CURB &GUTTER t2 O 89'00'45" E 13 8 O L IMTH 4.5 COMB. SIDEWALK -TYP. n1 OS 3 5 / 26' DW — — o I I R/W 6 I 15.5 15 5 ,» 60 cuA2O10 6 It a z o 3 OLO co r N A 6 SEE SHEET 29 M o o d Ju- LJ7 vC Lf C3 d O m o R° c.;- C—) J m WW rn a 06 o o N F- - m + co Q o o + CqN O CD o NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 P UMPIfIY PA TCH IA YE SCALE: H ORI Z. 1 " = 50' VE R T. 1 so — 2 PffA"QT_J 4 10 11 12 13 14 353 352 - -- — -- — -- 351 350 ., Awl 314 • 4.09' ON RVE rn 0C2 14' - -- — 349 - -- - — - -- - M n J ai M U- C 348 -- - - n. m W _ m W O 0 O C> - -- N C4 A C3 O J 353 _ - - -- -- 352 --- - - - - -- - -- 351 350 19_ 7 70 ON _ CR188.69 O.C. 3,.42' OC80 349 CL M 348 -- - - - U N 1 _ W - --- m 4= 0 + t- 13. 0 9 15 4gOFESSIj), 9E. w No. 35473 ml 3 9/30/15 ' ROBERT E. SMITH RCE 354-73 DATE C 7 pIVIL OF C ALX e`cQO RT E. S,.y r Z No. 3473 Exp. 9 -30 -17 I iFO L EGE0 o STD, CITY SURVEY MONUMENT TO BE CONST OP EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) STD, CITY STREET NAME SIGN J9 STD, CURB RAMP f DRIVEWAY TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES 9 353 352 351 350 349 348 353 352 i 351 350 JL 349 C-3 - -- m 348 V 7 1 7TN I l XJAA V IVla t, R A T TRACT Na. PHASE STREET PCB -&-PROFILE PUMP PATCH LANE SHEET 0 OF 52 SHEETS FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 90.00'00" 35.00' 54.98' 35.00' 02 90'00'00" 37.00' 58.12' 37.00' 3 22'25'35" 35.00' 13.70' 6.94' 4 134'51'11" 84.00' 197.70' 202.06' 3 ) 22'25'35" 35.00' 13.70' 6.94' 90.00'00" 20.00 31.42' 20.00' 7 90.00'00" 20.00' 31.42' 20.00' 8 22.25'35" 35.00' 13.70' 6.94' 09 134.51'11" 84.00' 197.70' 202.06' 0 22.25'35" 35.00' 13.70' 6.94' SCALE: 350 349 348 347 350 349 348 347 HORIZ. 1" = 50' VE R T. 1 to = 2' Q v u WJap M OR CO m00 W 7 Li M ¢ ^ r7 GirZ _ j cm ° i w Pismo, LL_ r J Q Li M CL AM ck:: m W Li Z l =Q SEE SHEET 29 0 3 m 3 W "' CD SEE SHEET 32 9 +80.00 BC FL 348.40 (100.40' LT.) 20 20 O o L ° ` ° o^ M W Q 20 20 16 +78.19 EC FL 349.16 (100.40' LT.) 9 +77.35 PRC FL 348.43 (87.05 LT.) o o+ cu u; Cu "' to o a, i 16 +80.84 PRC FL 349.13 (87.05' LT.) 5 0 c co ___ R / 6 T5- ++ q q p N p q q q rn 3 r O M O \ V LLn + m ci + 5 S 78'22'45" E o ° ti Cu v ` S 80'21'14" W 26' DW ; - - c - ; fE 26' DW 64 65 155'135' 66 67 ° ° 68 ° 69 70 Lu cn; M 6 3 0 1YP TYP M o Mbo rn r vs CD (+ M Y ,.,. - LO CR /W ° N 78'22'45" WIt -0 co 5p/ - -- -- - - - N L 10+ 00 8' ti W p O +1 1 I q" FL WITH 4.5 COMB. SIDEWALK- TYP.N. N 062858 /B% 8cVS8900'45" E -- __ -__ -- ( - CONST. TYPE 'B" CURB & GUTTER _ - + 15 `' "' `.... ,_ ,.... ._ . S 89'00'45' E O , ^. 12 13 14 O 1630 °. Q IVL j 062857 -- - L N - ® 4 - y l I q R W o q q I W 0o I I ` ^ i0 ^ ^ i0 i0 oo l0 d15f91 Cu 90 89q.T». q 88 87 ot' N 86 z qz co ° 2 5 2 Q p F- NCN to CO M d u clu N 00 Oj v C c ; Go J SEE SHEET 13 M N M , , U-,) 00 r7 I..L J -• 0 In oo J m Mi r7 L+- u 0 r 1J o, ti `0 raj LL U J Z J m C7 00 , M U Cn LL CD v v z , v- K o o ,; w C) m Q m z r7 ao ct, U m C7 C7 W Z c- L< tJi M Z Q m L0 Ln r-i M ULO _ U L0 LO BOO- 0r-: 0 Lci Q M N O W. r7 M, LC)_ Ckf C) + + m J N r` ifsULam`. L0to j N NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 JICA JIA XA Y M M j M m C5 iCD O- + 9.60 13.70' iul ON CURVE 0, CURVE co CD gOFESSIp 9 w No. 35473 nj 9/30/15 CIVIti OF CAl x c" ROBERT E. SMITH RCE 35473 Q FESS 0 Z No. 35473 Exp. 9 -30 -17 CIV11,. E„r O CAt\ sue' LEGEND. o STD. CITY SURVEY M)NUMENT TV BE CLINST OR EXISTS AS ZT, STD. STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) STD, CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE S TA TIL T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCON) WIRING AND PULL BOXES Cr DATE 350 0.200% _ _ +ate ' 349 r7 +0.2089L - o - 160.15' 54.98' C9Z7&4S' __- 115.55' 00 ON CURVE M , 348 FLOWUNE - - I 347 ui co - -- 4m 00 - I _ EX. GROU r7 oo s J ai - #- U r7 w- 350 o. _ ,off -- _ +0 zac _ m 349 31.42 r- 37.42• 0 473% - 13.70' p 74.76' o O.C. ' : a 0 ' cc +0• 197.70' O.C. QO.C. M -- - o - - - -- 67.64 ° O.C. ON CURVE 348 Vic'' ----- - - -- -- 347VWU ( U* U d LL_ Um U . Lc?_ --1 w -- - - -- rn , -- U - - - - - - CD tlj 4 4- N L0 r - ------- NC0RPO. ATED Illo- 687 - -? #ASE 4 LAY__ PROFILE - RA Yt I SHEET 31 OF 12 SHEETd i FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 2225'35" 35.00' 13.70' 6.94' 2 134'51'11' 84.00' 197.70' 202.06' 3 90'00'00" 35.00' 54.98' 35.00' 22'25'35' 35.00' 13.70' 6.94' 5 90'00'00' 20.00' 31.42' 20.00' 90'00'00' 20.00' 31.42' 20.00' 07 90'00'00" 20.00' 31.42' 20.00' 90'00'00" 20.00' 31.42' 20.00' 9 22'25'35' 35.00' 13.70' 6.94' 0 134'51'11" 84.00' 197.70' 202.06' 11 90'00'00" 35.00' 54.98' 35.00' 10 2225'35' 35.00' 13.70' 6.94' SCALE: ' H OR I Z. 1" = 50' VE R T. 1 " = 2' 16 +53.85 EC FL 350.50 (100.40' LT.) 16 +56.50 PRC FL 350.47 (87.05' LT.) V 111-,$00062859 - 4 - -- O - - - WITH 4.5 COMB. SIDEWALK -TYP. - - O 4 61L`°/ • 11 I 12 N S 00'59'15" W 13 CONST. TYPE "B" CURB & GU714 15 N 62861 16 `8s E 5 4 _- 62860 0 0 ® `' I - -- _ 0 P AR K8 i 1' I I o i I ' ` - 83 ' 82^ IIss'ISS' I N 79 ^ - oMI TS' IssIM cn 1 -j Tw-.' 8 0 ° rrr. rrP. c 0i CD q 10 20 20 ! 10 ° 10 20 20 10 W Ln LO Of cu cu ,, , SEE SHEET 33 J o o J o SEE SHEET 34 0 , °^ m C31 J u- J LJt_ ' < L U7 U7 Li M LO J O M m M O OR 0 Ln LnLn '" U m M J c`r m J J O al: tin c W c J LL LL O u- oo M O r' + CD, w LE _ + o No C m Z c W n m cD C C w U N O 0 o m" o O Q o S W w I- (:> cn m o m° o + o° C) + + o J ° O o + NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 HOLLY BERRY DRIVE PHASE 4 10 11 12 13 14 15 co 0 0 M_ M J 1 - J35u- m CT] V' CD 350 m C-) - m o- o C) 349 p 509% 523.8 348 54.98' -- - -- ON CURVE - ! 347 346 - - - - -- - - - - -- - - -- 346 -k GROUND 0--C4 351 350 - -- I 0.46 01: 200.00' 34 - - - -.- - -- 2M% t k Z- 1 .70 96. 4 N - - - - -- 197.70' O.C. m 3j n C. of348 _ -- 6 64 -- o 1 , - r d' Ln a0 W(/ M - ___per - -- !'.. - OD. M - - --- J - I I I. IICM 347 - - - M u Li. m Ly L. C. _... d G7 m _ ELIO- - C7 _ 346 O ° b ° W ° ci C> ° m _ _o _ o 0 0 STA. 11 +50.00 PASS I-- - --, - - 1- -- --1 - - 4 N hr2 L`nn 3T 4Z LoMM CA ce T wry U-- ? M- LO U J M 8 -- m LO Ln COLOO M mM O O m Q SEE SHEET 35 00 W cd MQ Li U 0 N ° JLi N O U SEE SHEET 31 om 16 +53.85 EC FL 350.50 (100.40' LT.) 16 +56.50 PRC FL 350.47 (87.05' LT.) V 111-,$00062859 - 4 - -- O - - - WITH 4.5 COMB. SIDEWALK -TYP. - - O 4 61L`°/ • 11 I 12 N S 00'59'15" W 13 CONST. TYPE "B" CURB & GU714 15 N 62861 16 `8s E 5 4 _- 62860 0 0 ® `' I - -- _ 0 P AR K8 i 1' I I o i I ' ` - 83 ' 82^ IIss'ISS' I N 79 ^ - oMI TS' IssIM cn 1 -j Tw-.' 8 0 ° rrr. rrP. c 0i CD q 10 20 20 ! 10 ° 10 20 20 10 W Ln LO Of cu cu ,, , SEE SHEET 33 J o o J o SEE SHEET 34 0 , °^ m C31 J u- J LJt_ ' < L U7 U7 Li M LO J O M m M O OR 0 Ln LnLn '" U m M J c`r m J J O al: tin c W c J LL LL O u- oo M O r' + CD, w LE _ + o No C m Z c W n m cD C C w U N O 0 o m" o O Q o S W w I- (:> cn m o m° o + o° C) + + o J ° O o + NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 HOLLY BERRY DRIVE PHASE 4 10 11 12 13 14 15 co 0 0 M_ M J 1 - J35u- m CT] V' CD 350 m C-) - m o- o C) 349 p 509% 523.8 348 54.98' -- - -- ON CURVE - ! 347 346 - - - - -- - - - - -- - - -- 346 -k GROUND 0--C4 351 350 - -- I 0.46 01: 200.00' 34 - - - -.- - -- 2M% t k Z- 1 .70 96. 4 N - - - - -- 197.70' O.C. m 3j n C. of348 _ -- 6 64 -- o 1 , - r d' Ln a0 W(/ M - ___per - -- !'.. - OD. M - - --- J - I I I. IICM 347 - - - M u Li. m Ly L. C. _... d G7 m _ ELIO- - C7 _ 346 O ° b ° W ° ci C> ° m _ _o _ o 0 0 STA. 11 +50.00 PASS I-- - --, - - 1- -- --1 - - 4 N hr2 L`nn 3T 4Z LoMM CA ce T wry U-- ? 10 20 M- LO U 10 M 8 -- m LO m U M mM Q J m o M SEE SHEET 35 00 W 20 16 +53.85 EC FL 350.50 (100.40' LT.) 16 +56.50 PRC FL 350.47 (87.05' LT.) V 111-,$00062859 - 4 - -- O - - - WITH 4.5 COMB. SIDEWALK -TYP. - - O 4 61L`°/ • 11 I 12 N S 00'59'15" W 13 CONST. TYPE "B" CURB & GU714 15 N 62861 16 `8s E 5 4 _- 62860 0 0 ® `' I - -- _ 0 P AR K8 i 1' I I o i I ' ` - 83 ' 82^ IIss'ISS' I N 79 ^ - oMI TS' IssIM cn 1 -j Tw-.' 8 0 ° rrr. rrP. c 0i CD q 10 20 20 ! 10 ° 10 20 20 10 W Ln LO Of cu cu ,, , SEE SHEET 33 J o o J o SEE SHEET 34 0 , °^ m C31 J u- J LJt_ ' < L U7 U7 Li M LO J O M m M O OR 0 Ln LnLn '" U m M J c`r m J J O al: tin c W c J LL LL O u- oo M O r' + CD, w LE _ + o No C m Z c W n m cD C C w U N O 0 o m" o O Q o S W w I- (:> cn m o m° o + o° C) + + o J ° O o + NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 HOLLY BERRY DRIVE PHASE 4 10 11 12 13 14 15 co 0 0 M_ M J 1 - J35u- m CT] V' CD 350 m C-) - m o- o C) 349 p 509% 523.8 348 54.98' -- - -- ON CURVE - ! 347 346 - - - - -- - - - - -- - - -- 346 -k GROUND 0--C4 351 350 - -- I 0.46 01: 200.00' 34 - - - -.- - -- 2M% t k Z- 1 .70 96. 4 N - - - - -- 197.70' O.C. m 3j n C. of348 _ -- 6 64 -- o 1 , - r d' Ln a0 W(/ M - ___per - -- !'.. - OD. M - - --- J - I I I. IICM 347 - - - M u Li. m Ly L. C. _... d G7 m _ ELIO- - C7 _ 346 O ° b ° W ° ci C> ° m _ _o _ o 0 0 STA. 11 +50.00 PASS I-- - --, - - 1- -- --1 - - 4 N hr2 L`nn 3T 4Z LoMM CA ce T wry U-- ? 10 20 20 ' 10 g 8 -- Q Q I 00 Lo 10 20 20 1 9 +80.00 BC FL 348.70 (100.40' LT.) 5 0 N ° JLi N 9 +77.35 PRC FL 348.73 (87.05' LT.) 0 3 3 3 3 3 3 3 to Taoqqqooqqqq 86 w N o 70CD N 710 CD 78 X74 750 760 w 0 o Ln U-,) I5 5' 15v 5' Ln Ln CD 0 in o: o co o Tw. Tw. co v U-5 0 lJ o co CO cn Cf o I joft N 85 0co o o 16 +53.85 EC FL 350.50 (100.40' LT.) 16 +56.50 PRC FL 350.47 (87.05' LT.) V 111-,$00062859 - 4 - -- O - - - WITH 4.5 COMB. SIDEWALK -TYP. - - O 4 61L`°/ • 11 I 12 N S 00'59'15" W 13 CONST. TYPE "B" CURB & GU714 15 N 62861 16 `8s E 5 4 _- 62860 0 0 ® `' I - -- _ 0 P AR K8 i 1' I I o i I ' ` - 83 ' 82^ IIss'ISS' I N 79 ^ - oMI TS' IssIM cn 1 -j Tw-.' 8 0 ° rrr. rrP. c 0i CD q 10 20 20 ! 10 ° 10 20 20 10 W Ln LO Of cu cu ,, , SEE SHEET 33 J o o J o SEE SHEET 34 0 , °^ m C31 J u- J LJt_ ' < L U7 U7 Li M LO J O M m M O OR 0 Ln LnLn '" U m M J c`r m J J O al: tin c W c J LL LL O u- oo M O r' + CD, w LE _ + o No C m Z c W n m cD C C w U N O 0 o m" o O Q o S W w I- (:> cn m o m° o + o° C) + + o J ° O o + NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 HOLLY BERRY DRIVE PHASE 4 10 11 12 13 14 15 co 0 0 M_ M J 1 - J35u- m CT] V' CD 350 m C-) - m o- o C) 349 p 509% 523.8 348 54.98' -- - -- ON CURVE - ! 347 346 - - - - -- - - - - -- - - -- 346 -k GROUND 0--C4 351 350 - -- I 0.46 01: 200.00' 34 - - - -.- - -- 2M% t k Z- 1 .70 96. 4 N - - - - -- 197.70' O.C. m 3j n C. of348 _ -- 6 64 -- o 1 , - r d' Ln a0 W(/ M - ___per - -- !'.. - OD. M - - --- J - I I I. IICM 347 - - - M u Li. m Ly L. C. _... d G7 m _ ELIO- - C7 _ 346 O ° b ° W ° ci C> ° m _ _o _ o 0 0 STA. 11 +50.00 PASS I-- - --, - - 1- -- --1 - - 4 N hr2 L`nn 3T 4Z LoMM CA ce T wry U-- ? CD 0 ri cU 8 -- p 0 EJ - - - -- I 00 m g a- o c, a. 0cp . O a.. 0 sF 0 0 JLi 53.45 -- • 13.70' c d t --SSA. -14 +30.00 - -- LIME GROVE DRI VE - 4 -- I I J OD M CPS 17 4RiVESSI N E. S fql w No. 35473 9/30/15 ROBERT E. SMITH RCE 35 73 c fp TE OFivill, o4~ CAL Li LL- rho No. 35 ?73 Ex,. 9-30-17 CtV1l OF CAI.\; q. L EGEND. o STD, CI T Y SURVEY MONUMENT TO BE CONS NR EXISTS AS NOT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (ML-TRH) STD, CITY STREET NAME SIGN J STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TV CENTERLINE S TA TIO TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCON CT WIRING AND PULL BOXES DATE r. 4 t - I SCALE: 351 km 352- I 349. [ - FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT i EE0 90'00'00" 80'00'00" 20.00' 20.00' 31.42' 31.42' 20.00' 20.00' OINSTALL STD. CL III BARRICADE WITH Wl -7 w /OM4 -3 MARKER J r rn LO CX: W o CKmom i- M UN C J 4J U O L W mmOmoc=oo O v SEE SHEET 32 0 + 1020 [120 Oo° 51 26' DW - P A R K R/W o Lrs 26' DW - L ao S 89'00'45" E +_ FL T R/W o L0 Cl I u") co J ^ N I ro 0 z O M m M U mM tJi 7 - - -i 0 Z OMm OM MU W4 SEE SHEET 32 m I o m Lq W J + U_ O m °D w o J m N 0 NOTE: CONSTRUCT STREET SECTION PER TYPE »A" LOCAL STREET SECTION ON SHEET 2 DRAINAGE EASEMENT RECORDED DOCUMENT # 0215063440 F- C, o v LIME GROVE 0 0 DRIVE o HoR,Z. , - 501 LIME cp 0 ICE DRIVE 1" VERT. 1° = z' PHASE 4 10 11 12 GROUND'-@- Cl za201,, __ LLJ 179.42 — - — -o o > — u k. co PO ck: CL dC6 M LL- N U CU N m W FLO- m O 0 8_1 EX. GROUND 0 L 70.202 ; h 111.5 ' _ _ _ _ 4_x.1 -- LO 31 -- -- -- - — - - -_4 - -- 0• • o I FF/ ME o F_E - CL ._. cl- 4gOFE E. r w No. 35473 C' 9/30/15 c Civil, CF C ALj ROBERT E. SMITH RCE 3543 DATE r rQ` o• 354r3 Exp. 9 -3c -i7 f'> q civil_ Q LEGEND. o STD, CITY SURVEY MONUMENT TO BE CONST OR EXISTS AS NO D) a STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) STD CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STAT17N T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCO NECT WIRING AND PULL BOXES 349 352 r 351 350 SHEET 34 OF 52 SH ETS ' 352 351 350 349 352 351 350 349 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1T 90'00'00' 20.00' 31.42' 20.00' 42 22'25'35" 35.00' 13.70' 6.94' 3 134'51'11 84.00' 197.70' 202.06' 4 22'25'35 35.00' 13.70' 6.94' 90100'00" 35.00' 54.98' 35.00' 90'00'00' 20.00' 31.42' 20.00' SCALE: H °RIZ. 1I = 5 ° B-1ACKBERRY IrA YVERT. 1" = 2 PHASE 4 10 11 12 13 14 0 5M _ c 31.42' -Q - r- - 188.70' C> 13.70!111n__ 3.70' nLO 197.70' - C -- CURVE .7 ' 53ON ^0 c m cos mU OC) CL C14O00O LLJ N Q - - -- N - - -- - -- to - -- - ° F N m Io + M o 5092 0 13 O o coco 6£: -- 0 L2 w C aCD R-01 O O M m N "' I W LOrl") 0 20 20 I`- j m m SEE SHEET 32 U w o PARK O mo c>M SEE SHEET 36 6 JOJL1_ 10 20 20 ! 10 Cc, 54 ° m C> o __j N dN0 7 R /W N NN CD0 l I o 26' DW H 4.5 COMB. SIDEWALK -TYP. L 0+ 11 CONS T. TYPE 'B° CURB & GUTTER 12 CN S 89'00'45" E 26' DW 36 j6: R/W o 0 52 78 0 20 5 20 SEE SHEET 36 o LJ m M C.7 O J U li W J Cm O 4. 00 0 N O NOTE: CONSTRUCT STREET SECTION PER TYPE A" LOCAL STREET SECTION ON SHEET 2 H °RIZ. 1I = 5 ° B-1ACKBERRY IrA YVERT. 1" = 2 PHASE 4 10 11 12 13 14 0 5M _ c 31.42' -Q - r- - 188.70' C> 13.70!111n__ 3.70' nLO 197.70' - C -- CURVE .7 ' 53ON ^0 c m cos mU OC) CL C14O00O LLJ N Q - - -- N - - -- - -- to - -- - ° F N m Io + M o 5092 0 13 O 6£: -- 0 L2 234.10' C aCD R-01 MONRVE m N "' I 13 +51.75 PRC FL 350.07 (87.05' RT.) 0 20 20 13 +49.10 EC FL 350.04 (100.40' RT.) 0 m m SEE SHEET 32 o OW mo H °RIZ. 1I = 5 ° B-1ACKBERRY IrA YVERT. 1" = 2 PHASE 4 10 11 12 13 14 05M _ c 31.42' -Q - r- - 188.70' C> 13.70!111n__ 3.70' nLO 197.70' - C -- CURVE .7 ' 53ON ^0 c m cos mU OC) CL C14O00O LLJ N Q - - -- N - - -- - -- to - -- - ° F N m Io + M o5092 0 31.42' 6£: -- 0 234.10' C 1H R-01 MONRVE m m o W 40 G,• Z C4 No. 35473 V-j 9/30/15 oCIVitiXjo4 ~ C NL ROBERT E. SMITH RCE 354 3 DATE 40QROFESS/ p S No.35473 Exp. 9-30-17 tnCivil. F cALtFQ`% LEGEND, STD, CITY SURVEY MONUMENT TO BE CONST OR EXISTS AS NUTED) STD, STREET LIGHT - 9500 LED U STD, STREET LIGHT - 22000 LED STD STREET NAME SIGN (METRO) STD. CITY S TREE T NAME SIGN S TD, CURB RAMP J-= f DRI VE WA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION r TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES L 352 351 350 349 352 351 350 349 TRA 7 Cr, STREff SAN _ _ OFILE- CKB_ ERR_ -- Y - - - - - -- -- SHE OT 35 OF 2 EETS I 0 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1T 2225'35' 35.00' 13.70' 6.94' 42 134'51'11' 84.00' 197.70' 202.06' 3 90'00'00' 35.00' 54.98' 35.00' 22'25'35' 35.00' 13.70' 6.94' 5 90'00'00' 20.00' 31.42' 20.00' 90'00'00' 20.00' 31.42' 20.00' 7 2225'35' 35.00' 13.70' 6.94' 8 134'51'11' 84.00' 197.70' 202.06' 9 90'00'00' 35.00' 54.98' 35.00' 00 1 22'25'35' 35.00' 13.70' 11W J 10 +00.00 N L g5 WITH 4.5 COMB. SIDEWALK -TYP. o O S 00'59'15" W I I jk I CONST. TYPE 78' CURB & GUTTER N S 00'59'15 W 16 W SEWER 12 FIL 62862 13 14 15 C 6Z > C>" I . s O L o 57 w 3 56q RJ NN z cncti co _ M 31: 3Q o o ZM F= o, W 2b 4 2 h4> xha. 2b CO / •, 1 ox 4 3 I I R/W o R/W 'u ca o - 15 5' ' T 5' I ` L 00 v a cn55543P. 3 53 L 00 1a 20 2010 ° ! A K IN Qj o'0 o cif C'4 M M SEE SHEET 35 o M 5 1 M i s 10 Ln O O W LJ M M M n~ CND K 6 mU + Lo Y o L°nMCL C1` CC J m CDuMo - - w m 1 M IJi CD WU O+ W LO CL CL Q U- U J900Qm SEE SHEET 30 f DRI VEVA Y 00 J o n 9 +80.00 BC FL 350.19 (100.40' LT.)_ 10!20 C" 120 a W m 1c3> N STANDARD TRAFFIC SIGNAL INFERCONNECT, ro r) 26 SD86'02'56" E M 5 oLO o + Cu 9 +77.35 Ill Ill 350.22 (87.05' LT.) 3 0 q Q Q j o Q, 0 59 M cu a 32 33 34 35 M J 155']55'+ o m O TYP P OZ O co U J 10 +00.00 N L g5 WITH 4.5 COMB. SIDEWALK -TYP. o O S 00'59'15" W I I jk I CONST. TYPE 78' CURB & GUTTER N S 00'59'15 W 16 W SEWER 12 FIL 62862 13 14 15 C 6Z > C>" I . s O L o 57 w 3 56q RJ NN z cncti co _ M 31: 3Q o o ZM F= o, W 2b 4 2 h4> xha. 2b CO / •, 1 ox 4 3 I I R/W o R/W 'u ca o - 15 5' ' T 5' I ` L 00 v a cn55543P. 3 53 L 00 1a 20 2010 ° ! A K IN Qj o'0 o cif C'4 M M SEE SHEET 35 o M 5 1 M i s 10 Ln O O LJ M LJ M M M n~ CND K 6 mU + Lo m LJa.. CJ C1` CC J m CDuMo - - w m d CD WU O+ W LO LOU J900Qm m f DRI VEVA Y 00 J o nC" m r O N STANDARD TRAFFIC SIGNAL INFERCONNECT, ro r) t WIRING AND PULL BOXES M 0 M M J U J M in r n Eli M CD N LO LO O Q q Q A O 4, cOV j Cu Cki ciOia 36 37 38 39 40C 1n CN O M O O W 8 10 +00.00 N L g5 WITH 4.5 COMB. SIDEWALK -TYP. o O S 00'59'15" W I I jk I CONST. TYPE 78' CURB & GUTTER N S 00'59'15 W 16 W SEWER 12 FIL 62862 13 14 15 C 6Z > C>" I . s O L o 57 w 3 56q RJ NN z cncti co _ M 31: 3Q o o ZM F= o, W 2b 4 2 h4> xha. 2b CO / •, 1 ox 4 3 I I R/W o R/W 'u ca o - 15 5' ' T 5' I ` L 00 v a cn55543P. 3 53 L 00 1a 20 2010 ° ! A K IN Qj o'0 o cif C'4 M M SEE SHEET 35 o M 5 1 M i s 10 Ln O O LJ M LJ M M M n~ CND K 6 mU + Lo m LJa.. CJ C1` CC J m CDuMo - - w m W CD WU O+ W LO LOU J900Qm m f DRI VEVA Y 00 J o nC" m r O N STANDARD TRAFFIC SIGNAL INFERCONNECT, ro r) t WIRING AND PULL BOXES M 0 SCALE: ' HORIZ. 1' 9 = 50' VE R T. 1 It 2' NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 t A YTEI OPT' DRI 17E PHA kQj. IF- J 4 U-; CO 10 20 204 M . u- M SEE SHEET 37 M JiL o STD CITY SURVEY MONUME 0UU TV BE CONS OR EXISTS m U STD, STREET LIGHT - 9506 LED W STD, STREET LIGHT - 220 LED C TROD LO STD, CITY STREET NAMES N J9 STD, CURB RAMP 4gOFESSIONqE. z, w No. 35473 t_1 44 S 88'20'40" W 26' DW a 26' DW N 70'10'20" W 4 5 16 +96.22 PRC FL 351.83 (87.05' RT.) 16 +93.57 EC FL 351.86 9/30/15 O call, ~ CAL ROBERT E. SMITH RCE 34473 DATE 10 11 12 13 14 15 16 17 18 EX. GROUND 0 CL - - 352 - - - - - - - - - -- 352 M13.70' - - - -- LO 351 - - .. - -- M 0.201 197.70 351r-13 70' i -%L CURVE 518.1_r ,' 0.509X - = - - -- - 350 _ U- ; m 350 54.98' . - - -- U m aONCURVE 349 -- - 3 - 349 co LO-- -- - W EX. GROUND 0 _ -- - - - - -- 352 - - - - - - - - 352 o.5o9x 351 05osz +0.0% + o.2oox 4R - 351 21r0.2047E '> 31.42' 31.42 v 193.45' -- - ° E 1 C. _- i 350 -- - 3500.204 197.7 ' CO 10 C I t°• M o '` I O - -- J 188.69' C ' N ON ! M M J r. tL - ° U - - - - tL m - 349Ill349M _ U - g m , m C-) W Lq LO ttr m p LO cp + tC CD 1 "i 00 -- O+ + I + M to co Q Lu m ` r A__._. q: m - -- 7j- PHSE 4- STR N & PROFILE DRIVE - - SHEET 46 OF 52 SHEETS I - ) 3 A( - 41- L =Wt o STD CITY SURVEY MONUME T TV BE CONS OR EXISTS S NOTED) fl STD, STREET LIGHT - 9506 LED STD, STREET LIGHT - 220 LED STD, STREET NAME SIGN C TROD STD, CITY STREET NAMES N J9 STD, CURB RAMP f DRI VEVA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION r TYPE "A" CATCH BASIN p STANDARD TRAFFIC SIGNAL INFERCONNECT, WIRING AND PULL BOXES DATE 10 11 12 13 14 15 16 17 18 EX. GROUND 0 CL - - 352 - - - - - - - - - -- 352 M13.70' - - - -- LO 351 - - .. - -- M 0.201 197.70 351r-13 70' i -%L CURVE 518.1_r ,' 0.509X - = - - -- - 350 _ U- ; m 350 54.98' . - - -- U m aONCURVE 349 -- - 3 - 349 co LO-- -- - W EX. GROUND 0 _ -- - - - - -- 352 - - - - - - - - 352 o.5o9x 351 05osz +0.0% + o.2oox 4R - 351 21r0.2047E '> 31.42' 31.42 v 193.45' -- - ° E 1 C. _- i 350 -- - 3500.204 197.7 ' CO 10 C I t°• M o '` I O - -- J 188.69' C ' N ON ! M M J r. tL - ° U - - - - tL m - 349Ill349M _ U - g m , m C-) W Lq LO ttr m p LO cp + tC CD 1 "i 00 -- O+ + I + M to co Q Lu m ` r A__._. q: m - -- 7j- PHSE 4- STR N & PROFILE DRIVE - - SHEET 46 OF 52 SHEETS I - ) 3 A( - 41- FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 2225'35' 35.00' 13.70' 6.94' 2 134'51'11' 84.00' 197.70' 202.06' 22'25'35' 35.00' 13.70' 6.94' 4 90'00'00' 35.00' 54.98' 35.00' 05 9023'02' 20.00' 31.55' 20.13' 353 352 351 350 353 352 351 I 350 SCALE: I H ORI Z. 1 " = 50' VERT. 1" = 2' nr7 0.201 518.17' NOTES: J O PEAR MEADOW WAY (STIPPLED AREA) TO BE COMPLETED WITH TR6873 o CV cV M M cq O c U- m CD WJMcc W J Qr ck C i- W m W Q C- W q q X X WpWW A 3 cu cu to co q ° M q A 3 M SEE SHEET 38 o F o 10 120 20 1 as m J -M-. O .+-. C3i 9X9,9 co E; 6 ~ 1n5PY . 1tt5r? 5 ' I rn 5 0 u cn cn43I /W z' c'6 O WITH 4.5 COMB. SIDEWALK —TYP. -FL p 62865 d- ti'' 11 12 CV 13 14 1 p6 . S 89'00'45° E I CONST. TYPE "B" CURB & GUTTER ( ( S 89'00'45" E 6 SEWER N42 6" SEr1ER l F 0 62864 _ L - -- w O RAWco 41 Q o o 171 PARK N 71'28'09° E J M o L 26' DW — — o OR z m 9 +77.35 PRC FL 351.44 (87.05' RT.) ' g 0 M M a U 9 +80.00 BC FL 351.41 (100.40' RT.) J m Q 10 20 5 20 10 J — Of 4 O SEE SHEET 36 W CD W 10 to U m ui + Z o ° NOTE: CONSTRUCT STREET SECTION PER TYPE "A" oo LOCAL STREET SECTION ON SHEET 2 13.70" M M J —1 LL_ W 0 USA 6!P I' rl I F-E-Y UE PHA S. 9 4 10 11 12 13 14 15 a- 0.201X 336.16' M 13.70', E NORTH FL 0 rn — o 0 . o- _ 090 C- N N U C. 8 L0 Ln 1 C M r) M J LINE m m C-1) Q: U W m. m W X W _ "%.- Q JU- j Cc W H It ON CURVE rl_ M C° MUSA GROVE J AVENUE 0 cn ocl- mCD m - 0 U W 00 LO rn — o 0 . o- _ 090 C- N N U C. 8 L0 Ln 1 C M r) M J LINE m m C-1) Q: U W m. m W X W _ "%.- Q JU- j Cc W H It 16 4Rp ESSIpA,9 CQ C-5 No. 35473 t?Lj a 9/30/15 CIVIL $~ 0OF C ALXj PROPOSED IPRQVEME PER TCT 6874 EX. - 0.213 - -- - MUS l9'0_—'80' — — A iG'R lAEFW I OBERT E. SMITH R4_ 35473 DATA RT E y No. 35473 Exp. 9 -30 -17 CIVI LEGEND- o STD. CITY SURVEY MONUMENT TV BE CONET OR EXISTS AS TED) STD. STREET LIGHT - 9500 LE As STD. STREET LIGHT - 22000 LLO STD, STREET NAME SIGN (METR STD. CITY STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TV CENTERLINE STA FlIgN m r TYPE 'A " CATCH BASIN STANDARD TRAFFIC SIGNAL INTER NNECT WIRING AND PULL BOXES MUUSA GROVE _ _ - AVENUE _ M m 7 Smi'thiech*-USA I-N -0- 0 1- R A - --R A -D T A/- A^_077 "Ai c SHEET 1137 OF 52 SHEETS 353 352 351 350 353 352 351 350 4 Z w rl_ C, C° MUSA GROVE AVENUE 0 cn ocl- w 0 cl- 16 4Rp ESSIpA,9 CQ C-5 No. 35473 t?Lj a 9/30/15 CIVIL $~ 0OF C ALXj PROPOSED IPRQVEME PER TCT 6874 EX. - 0.213 - -- - MUS l9'0_—'80' — — A iG'R lAEFW I OBERT E. SMITH R4_ 35473 DATA RT E y No. 35473 Exp. 9 -30 -17 CIVI LEGEND- o STD. CITY SURVEY MONUMENT TV BE CONET OR EXISTS AS TED) STD. STREET LIGHT - 9500 LE As STD. STREET LIGHT - 22000 LLO STD, STREET NAME SIGN (METR STD. CITY STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TV CENTERLINE STA FlIgN m r TYPE 'A " CATCH BASIN STANDARD TRAFFIC SIGNAL INTER NNECT WIRING AND PULL BOXES MUUSA GROVE _ _ - AVENUE _ M m 7 Smi'thiech*-USA I-N -0- 0 1- R A - --R A -D T A/- A^_077 "Ai c SHEET 1137 OF 52 SHEETS 353 352 351 350 353 352 351 350 4 FLOKINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 90'23'02" 20.00' 31.55' 20.13' HJ CD p7 w 3 89.35'11 " 30.00' 46.91' 29.78' W m r 355 354 353 352 351 355 354 353 352 351 NOTES: O INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH 5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. SEE SHEET 47 FOR INTERCONNECT DETAIL) FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES, INSTALL ONE 1 1/2" SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) O12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD INSTALL STD. CL III BARRICADE, AND W1 -6(L) W /OM4 -3 TO BE INSTALLED WITH TR 6873 O STIPPLED AREA TO BE PAVED WITH TRACT 6873 SCALE-./ H ORI Z. 1 It = 50' VERT. 1 " = 2' FL 20' 3.4% FL ELEV. 352.79 J U CL ELEV 353.34 SEC 110N "A'" N. T.S. R NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 PHASE 4 10 11 12 4. 31.55- iz-- M M J J W U. m WC9 U XW m 1G -_... CV W dam' C! O O C) 0.b o.c. N PAVEMENT 0.5129 MC'4 K, U— m L11 X i U W HJ CD p7 w X X U W m r o X a' W L 0 0 C2; M LO UW LO MM 0 U- JU- W Q> J W c3W ti- w SEE SHEET 37 m W Y v o W O m 10 20 20 1 W W C!1 Q XUJ SEE SHEET 40 p 1 3 [L5O Q C) 00 L o 3 11 34 12 1Jm W w O Z 78 w o A o R/W PARK n' zEo I Fri !T Ok S 00. 36'13" W ICN LIMITS OFCONSTRUCTION NEW - 2 t STD. CL III I- LD R W lNfi 6 (R) _ BARRICADE wlOM4 3 JO W o U") OD f- 7 i ,.. p 0 elf o- PROPOSED PAVING 5 10 20 20 1 r I iIMPROVEMENTSoPERTRACT6874PROPOSEDSTREET N co m Q, o PROPOSED STREET z FL IMPROVEMENTS N M v IMPROVEMENTS PER TRACT 6874 Ln PER TRACT 6874 0 EX. GR_ W Off LLJ 10' ELEV. / m w U 354.0 C) L>' D h cif cc> m , d m L7 Q W C-) m + o CD o BENCH o w LLJ NEW PROPOSED m P• ELEV. 353.16 FL ELEV. 4- R NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 PHASE 4 10 11 12 4. 31.55- iz-- M M J J W U. m WC9 U XW m 1G -_... CV W dam' C! O O C) 0.b o.c. N PAVEMENT 0.5129 MC'4 K, U— m L11 X i U W T__: COlMLINE 507% 7.34' L L - m U C) L11 CD w X X U W m r o X r7W 0 0 C2; 0 4gOFESSIp;9 E. w No. 35473 y 9/30/15 T f o IV]LI Q~ CAL , OBERT jo i f QQ ® T No.354'73,`, t Exp. 9-30.17 LEGEND: o STD. CITY SURVEY MONUMENT TO BE CONST OR EXISTS AS NOTED) STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRO) STD. CITY STREET NAME SIGN J9 STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN P T RADIAL FO CEN TERLINE S FA TION r TYPE "A " CA FCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES mithT9;T,3'-PH;4S h _USA C o. R o PEAR ME Y2tSHEET38OF 354 353 1352 351 355 354 90tj 352 351 McCUTCHEN ROAD PROPOSED IMPROVEMENTS EX. STREET PER TRACT # 6 8 8 0 113 131 PROPOSED IMPROVEMENTS PER TRACT # 6880 I_ I co 0T co PROPOSED R/W PROPOSED R/W CD I N ^` PROPOSED FL PROPOSED FL C/-) i EX. TRACT BOUNDARY EX. EP - CENTERLINErF -- —y NEW EP LIMITS OF CONSTRUCTION NEW EP U ` _— s" --- - - - - -- N ____ LIMITS OF_CONSTRUCTION__ 11 S 00'36'13" W 13 14 15 (; 16 S 00 36'13" W 17 18 19 iW LLJ r_L = 1F r 12 —_ - - - - - -- - - -__ ------ - - - - -- - - - -- _— _ -- —_ —_— - - -_— cyn um S ./ I ' 0.11 6" M: p — II Q cvG "j cam I —. A P'. i =- o OS II o- - cs UGOSFORDROADOQ . EX vt % I EX. 10" OIL PIPE LINE EX, M N I I EP CONST. TYPE "B" CURB & GUTTER IIWH_ ff I ' _ WITH 5.5 COMB. SIDEWALK- TYPE II R7 -9 O x- --- - - - - -- --- - - - - -- R26(CA) R81 (CA) EX. 3 X 5 BOX CULVERT 354 353 352 351 350 W Z J Q z 0 m Wj'WEi CURV= DELTA RADIUS I LENGTH TANGENT 89'36'59" 30.00' 46.92' 29.80' o oI C.3 3 3 3 4 N I 64 610 n 00i rh M u LL. M CL Q C36 z JW X o M SEE SHEET 3 N w V7 o 3 00 I_ LLJ U. v o¢ N wU) Q r-_ V m3 cM CL M W OL(n m w 00 rri u') o z 344,07' W M w Ln rnCDU U Od zQ m o K-Aa- r7 }- p__ o cr) C) U J U T 0 m SCALE: H ORI Z. 1" = 50' VER T. 1 of 2' GOSFORD 345 TOP OF 05LINE 339 48" CANAL PIPE lv) 35 36 3a Y U 3J mW FLOWLINE CURVE DATA CURV= DELTA RADIUS I LENGTH TANGENT 89'36'59" 30.00' 46.92' 29.80' 11 12 bi R7 -9 0 62806 R/W 48" CANAL PIPE 30' CANAL EASEMENT I MULTI -USE TRAIL - 0 W /1" CONCRETE TRAIL r7 - Z Z CD W W J lJ8 cc F CD o o C.3 w to LUM to O ON M00i rh M u J LL. M CL Q 00 NOTE: CONSTRUCT STREET SECTION PER ARTERIAL STREET SECTION ON SHEET 2 PHA SE , & 3 SEE SHEETS 46 AND 47 FOR STRIPING PLAN SEE SHEETS 51 AND 52 FOR MEDIAN PLAN 13 14 15 L EGEND. o STD, CITY SURVEY MONUMENT TO BE CONS T, OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) STD, CITY S TREE T NAME SIGN STD, CURB RAMP 4= f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES 16 17 18 19 I TO BE CONSTRUCTI PE 1345 95 TOF - OF-PIPE 346.63 - IMPROVEMENTS BE1 T-- ANAL PLANS-INSTALL NSTRUC F CANAL--PIPE- -- I - BOTTOiuI 34x.64 BOTTOkt 339.95_- 7 IO 1; 1 20 k1 S 00'36'13" W 21 Yom/ L•. — — _ __ N FL R7 -9 R/W 48° CANAL PIPE N LOro Wz J Q 3a W W J lJ8 cc F C.3 V.. M Qw rh u N toCL Q 00 EX. EDGE OF PAVING Z JW X C N w V7 Ll m S tN U. W9WJta w n CL rri 344,07' EX. EP w J- -- K-Aa- OURV IQf o fJ T U- m U-' m Of U LLJ L rn TOP OF -O- "r- . 345.57 PIPEril I L EGEND. o STD, CITY SURVEY MONUMENT TO BE CONS T, OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) STD, CITY S TREE T NAME SIGN STD, CURB RAMP 4= f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES 16 17 18 19 I TO BE CONSTRUCTI PE 1345 95 TOF - OF-PIPE 346.63 - IMPROVEMENTS BE1 T-- ANAL PLANS-INSTALL NSTRUC F CANAL--PIPE- -- I - BOTTOiuI 34x.64 BOTTOkt 339.95_- 7 IO 1; 1 20 k1 S 00'36'13" W 21 Yom/ L•. — — _ __ N FL R7 -9 R/W 48° CANAL PIPE N LOro Wz J Q 3a W W J lJ8 cc z W C.3 V.. M Qw rh u N toCLCLDJ N W 20 4gOVES.S'ION CQ w No. 35473 7' 9/30/15 ROBERT E. SMITH RCE 35473 DATE CIVIL OF C ALtF NOTES: O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD Q SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER INTERCONNECT CONDUIT AND PULL BO S. INSTALL w GOSFORD ROAD ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH 5 PULL BOXES EVERY 400. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF GG. BASE. Lu SEE SHEET 47 FOR INTERCONNECT DETAIL) W7 Z J W = Z J ¢ O M F— CD `nQ + M N LJ 21 N LOro a 380.18, LLJ z cc LWz J V.. M rh W u ftowN Z S tN W9WJta w n CL in W EX. EP W N__ ---- 4gOVES.S'ION CQ w No. 35473 7' 9/30/15 ROBERT E. SMITH RCE 35473 DATE CIVIL OF C ALtF NOTES: O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD Q SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER INTERCONNECT CONDUIT AND PULL BO S. INSTALL w GOSFORD ROAD ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH 5 PULL BOXES EVERY 400. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF GG. BASE. Lu SEE SHEET 47 FOR INTERCONNECT DETAIL) W7 Z J W = Z J ¢ O M F— CD `nQ + M N LJ 21 N j i EX. 10" OIL PIPE -LINE B( N C M N + I i Cc--) _Z TOP OF OIL LINE TOP OF OIL LINE 347.07 317.33 -- 7 I TOP OF PIPE 347.75 Q OFESS /pn ®TRAFFIC SIGNAL INSTALL TWO - 3" SCIEDULE 40 PVC Q o T E. TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. Exp. 9-20-17 -17 O EX. POLES AND PETROLEUM MARKS AND ALL OTHERS y E }" "'17 *k TO BE REMOVED AND RELOCATED BY DEVELOPER TYP.) PRIOR TO PLACEMENT OF A.B. qt 0. CA U, © FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE 1 1/2" SCHEDULE 40 PVC SLEEVE. VES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. SEE LANDSCAPE PLANS FOR ADDITION L INFO.) O CANAL PIPE EASEMENT TO BE PROVIDED PRIOR TO RECORDATION PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STREET PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. TOP OF PIPE 1348.18 22 354 353 352 351 350 349 348 J 4i 1-, INC ORPORAT--1D----- TRACT No. 687 - P ES- -1 & 3- 33 g STREET PLAN ROFILE- SFORD SHEET 41 OF 2 SHEETS Ild- W5 i'k- /I I 380.18, LLJ z r' LWz J rh WftowN CDO r7 - n j i EX. 10" OIL PIPE -LINE B( N C M N + I i Cc--) _Z TOP OF OIL LINE TOP OF OIL LINE 347.07 317.33 -- 7 I TOP OF PIPE 347.75 Q OFESS /pn ®TRAFFIC SIGNAL INSTALL TWO - 3" SCIEDULE 40 PVC Q o T E. TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. Exp. 9-20-17 -17 O EX. POLES AND PETROLEUM MARKS AND ALL OTHERS y E }" "'17 *k TO BE REMOVED AND RELOCATED BY DEVELOPER TYP.) PRIOR TO PLACEMENT OF A.B. qt 0. CA U, © FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE 1 1/2" SCHEDULE 40 PVC SLEEVE. VES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. SEE LANDSCAPE PLANS FOR ADDITION L INFO.) O CANAL PIPE EASEMENT TO BE PROVIDED PRIOR TO RECORDATION PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STREET PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. TOP OF PIPE 1348.18 22 354 353 352 351 350 349 348 J 4i 1-, INC ORPORAT--1D----- TRACT No. 687 - P ES- -1 & 3- 33 g STREET PLAN ROFILE- SFORD SHEET 41 OF 2 SHEETS Ild- W5 i'k- /I I 354 353 352 351 350 345 342 FLOWLINE CURVE DATA NOTES: DELTA RADIUS LENGTH 0 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC 90'23'01' 1 30.00' PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD 30.20' SAWCUT 1' AND MATCH EX. PAVEMENT 1 30.00' 1 46.92' AS DIRECTED BY CITY ENGINEER RT. INTERCONNECT CONDUIT AND PULL BOXES. INSTALL 48.69' rY ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH wa_ 5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO 23 +11.66 BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. RT. 23 +26.66 SEE SHEET 47 FOR INTERCONNECT DETAIL) Q FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 z PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE C7 Q J0- 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED RT. cDcdr PRIOR TO PLACEMENT OF AGG. BASE. 58.31' RT. SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) w O SEE CONCRETE RESTRICTOR DETAIL ON SHEET 52 (GOSFORD ROAD MEDIAN PLAN) GOSFORD ROAD O6 EX. POLES AND PETROLEUM MARKS AND ALL OTHERS W cn TO BE REMOVED AND RELOCATED BY DEVELOPER TYP.) PRIOR TO PLACEMENT OF A.B. O CANAL PIPE EASEMENT TO BE PROVIDED PRIOR TO RECORDATION TRAFFIC SIGNAL INSTALL TWO - 3" SCHEDULE 40 PVC TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR oTOPLACEMENTOFAGG. BASE. 354 353 352 351 350 345 342 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 02 90'23'01' 1 30.00' 1 47.32' 30.20' 3 89'36'59' 1 30.00' 1 46.92' 29.80' SCALE: H OR I Z. 1 It 50' VERT. 1" = 2' 20 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STREET PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. PROPOSED R/W PROPOSED IMPROVEMENTS PER TRACT # 6880 PROPOSED R/W PROPOSED FL PROPOSED FL TRACT BOUNDARY EX EP o CN 22 S 00'36'13" W 23 LIMITS OF CONSTRUCTIONL4 c0*'c as8 - q77i _ _ II ' 00 CONST. TYPE °B° CURB & GUTTER EX. 10° OIL PIPE LINE} it WITH 5.5 COMB. SIDEWALK - TYPE 4 0 62807 R7 -9 FL iiR26( --- - - - - -- - - -- — CA) II FL Wz J W = Z - J g p 2OM 1-2 pp `n Q + JNL.2 INSTALL Wl -6(R) CENTERLINE w /OM1 -3 MARKER EX EP 26 26 +15. x) 27 S 00 °36'13W — — — 0j, , P SEX EPjm EX. 10° OIL PIPE LINE oc 4- Lo ' o CD v 00 O/ 0 62808 - __ 30' CANAL EASEEASEMENT R W 4' MULTI-USE TRAIL 7 R /WW112' CONCRETE TRAIL I Xl/ A ZJQ Q J 3 Y JJ m ,, Lj is v 48 CCANAL PIPE A STATION FROM Fo 22 +81.66 L0 RT. 22 +89.16 M 48.17' RT. JL. 48.69' rY 23 +04.16 wa_ RT. 23 +11.66 50.75' RT. 23 +26.66 Q RT. m^ z RT. C7 Q J0- Omp RT. cDcdr 20 58.31' RT. 23 +64.16 58.83' BAY TAPER A STATION FROM CL 22 +81.66 48.00' RT. 22 +89.16 48.17' RT. 22 +96.66 48.69' RT. 23 +04.16 49.55' RT. 23 +11.66 50.75' RT. 23 +26.66 53.50' RT. 23 +41.66 56.25' RT. 23 +49.16 Q J0- 57.45' RT. 23 +56.66 20 58.31' RT. 23 +64.16 58.83' RT. 23 +71.66 59.00' RT. 21 22 r 24' uL TI -bSE TRAILIW12 I NCRETE TRAIL W z J W c5 Z J Clc:> O CV O M Q + N W GOSFORD ROAD cn w SEE SHEETS 46 AND 47 FOR STRIPING PLAN SEE SHEETS 51 AND 52 FOR MEDIAN PLAN 23 24 25 26 27 28 29 10- u M - t- W W EX. GROUND - i I W-- - -- -- -- - - - - -- w GOSFORD ROAD I 0.201% N GOSFORp W - - - - - ` +0.240 -a N _ -- W - 0 135.49' r m N C ? 0 r7 u BAY TAPER - — a— F 'n - - W m o cV ! Ln Z W M m M J I zap- - ` - W r - 5o W m CD - - 9 _ 3 mO M - - M Q - - -- - - --- - - - - -- — - U -gym- -- - - N W00WN !- J Cl N N c*4 C4 TOR -0F TOIL LkE TOP OIL LINE TOP OIL LINE _— 347.77 I i PIPE LINE i I ! TO BE CONSTRUCTED- -TO- Y _ -- IMPROVEMENTS BEING CONSTRUCTED TOP OF PIPE ,348.18 CM-0F10N- -0 - -CANAt - -- U Q BOTTOM 342.17 I BOTTOM ALL 1470.99±1 LF. 48° CL III RCP 348.91 4/ - 4g,OFESSIONq w No. 35473 9/30/15 CIVIL9THOFC& Z No. 35473 EXP. 9-30-17 ROBERT E. SMITH RC 35473 DATE LEGEN o STD, CITY SURVEY MON ENT TD BE CONST OR EXIS S AS NOTED) o STD, STREET LIGHT - 00 LED STD, STREET LIGHT - 000 LED STD STREET NAME SIG (METRU) STD, CITY STREET NAM SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC C17NTR17L SIGN PT RADIAL TD CENTERL NE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNA INTERCONNECT, WIRING AND PULL BOXES 354 353 352 351 350 345 QS 4ET h- -- SSA- - O RA T E D - HAS 342 rwr Rff R0 4_- F 52 SHEETS r_ cn 5L Q J0- c 10 20 120,10 Nlli 3 j 0 3 o SEE SHEET 21 LN BAY TAPER 1- ^ im ,,, N Dw 1- W ip m 0000 Q p SEE PARABOLIC BAY TAPER o o o o TABLE A magi Lo Woo U Z c, '-d- W — zoM U U mCD m N N to Q w m N W or imMZ O MNW NOTE: CONSTRUCT STREET SECTION PER N ARTERIAL STREET SECTION ON SHEET 2. N 24' uL TI -bSE TRAILIW12 I NCRETE TRAIL W z J W c5 Z J Clc:> O CV O M Q + N W GOSFORD ROAD cn w SEE SHEETS 46 AND 47 FOR STRIPING PLAN SEE SHEETS 51 AND 52 FOR MEDIAN PLAN 23 24 25 26 27 28 29 10- u M - t- W W EX. GROUND - i I W-- - -- -- -- - - - - -- w GOSFORD ROAD I 0.201% N GOSFORp W - - - - - ` +0.240 -a N _ -- W - 0 135.49' r m N C ? 0 r7 u BAY TAPER - — a— F 'n - - W m o cV ! Ln Z W M m M J I zap- - ` - W r - 5o W m CD - - 9 _ 3 mO M - - M Q - - -- - - --- - - - - -- — - U -gym- -- - - N W00WN !- J Cl N N c*4 C4 TOR -0F TOIL LkE TOP OIL LINE TOP OIL LINE _— 347.77 I i PIPE LINE i I ! TO BE CONSTRUCTED- -TO- Y _ -- IMPROVEMENTS BEING CONSTRUCTED TOP OF PIPE ,348.18 CM-0F10N- -0 - -CANAt - -- U Q BOTTOM 342.17 I BOTTOM ALL 1470.99±1 LF. 48° CL III RCP 348.91 4/ - 4g,OFESSIONq w No. 35473 9/30/15 CIVIL9THOFC& Z No. 35473 EXP. 9-30-17 ROBERT E. SMITH RC 35473 DATE LEGEN o STD, CITY SURVEY MON ENT TD BE CONST OR EXIS S AS NOTED) o STD, STREET LIGHT - 00 LED STD, STREET LIGHT - 000 LED STD STREET NAME SIG (METRU) STD, CITY STREET NAM SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC C17NTR17L SIGN PT RADIAL TD CENTERL NE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNA INTERCONNECT, WIRING AND PULL BOXES 354 353 352 351 350 345 QS 4ET h- -- SSA- - O RA T E D - HAS 342 rwr Rff R0 4_- F 52 SHEETS r_ 354 353 352 351 350 345 QS4ET h- -- SSA- - O RA T E D - HAS 342 rwr Rff R0 4_- F 52 SHEETS r_ 354 353 352 351 347 NOTES: O12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD OSAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2° SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH 5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. SEE SHEET 47 FOR INTERCONNECT DETAIL) O4 TRAFFIC SIGNAL INSTALL TWO - 3° SCHEDULE 40 PVC TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. OEX. POLES AND PETROLEUM MARKS AND ALL OTHERS TO BE REMOVED AND RELOCATED BY DEVELOPER TYP.) PRIOR TO PLACEMENT OF A.B. FOR FUTURE IRRIGA11ONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 01'02'21" 1500.00' 1 27.21' 1 13.60' 5 90'24'48° 30.00' 47.34' 30.22' 89'35'12" 30.00' 46.91' 29.78' SCALE: H OR I Z. 1" = 50' VE R T. 1 of = 2' PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STREET PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. PROPOSED R/W PROPOSED FL PROPOSED IMPROVEMENTS PER TRACT # 6880 PROPOSED R/W PROPOSED FL Y PROPOSED PR()P 44pEESS10,1, E. w No. 35473 9/30/15 CIVIL TRACT BOUNDARY CENTERLINE 8s n OF CAL EX EP X EP a d Z'. 28 29 30 N 31 32 33 34 N 35 36 EX EP -:- w N S 00'36'13° W C14 36 +34.95 S 00'3613 W L GOI - - - - -- SFORD ROADEXCL 00 II N g n— , c, d ^ , -EX. EP n d L II MAR PL, O EX EP x CJ EX. 10" OIL PIPE LINE-4 CD l pP 10' PIPE WII ? • mot- N OGOSFORDROAD °®°°" "1t °® ®® CONST. TYPE "B" CURB GUTTER C-0 Lr' n ) 4 iRI-1 0 p - -- 6JJj4PL_Lj EX. AGCO w W R7 -9 24' /MULTI -USE TRAIL ` W/12 CONCRETE TRAIL F R7 -9 - -- POND co R26(CA) R26(CA) Ar-1 `° z tO z r M 63 6> 61 60 zzo o cn w a6 3 a ) Z v Q a- 38 w -- Z m ¢ m N BAY TAPER W SEE SHEET 39 Z Qp Q M a n Q O LiJ Z U J z v O6 M I!— C'4 o M m Z Ln WCNW r? SEE PARABOLIC BAY TAPER ;2S cv zzLO N m O M m Z Ln W OO C5 vi r-i Z NU30cr- M06mttcNi UMN 00 CN WLuN 28 29 W W J 2 A fZ -- F5 Q n J _ M Q O M W. mJ . __._. -- -- NLA_ WI W r f' Q GOSF4RD- R ©AQ -= - - - -- - - -- - - -- Ln TOP OF OIL LINE 48.22 C.7 M t Li BAY TAPER (A) STATION FROM 32 +45.05 53.00' RT. 32 +55.05 53.17' RT. 32 +65.05 53.69' RT. 32 +75.05 54.55 RT. 32 +85.05 55.75' RT. 33 +05.05 58.50' RT. 33 +25.05 61.26' RT. 33 +35.05 62.46' RT. 33 +45.05 63.32' RT. 33 +55.05 63.84' RT. 33 +65.05 64.00' RT. 30 OF OIL m SEE PARABOLIC BAY TAPER ;2S cv c TABLE A) a m M= OO 0F= W Nvir-i Z N 0 M U1— to M W M TOP OF OIL LINE 48.22 C.7 M t Li BAY TAPER (A) STATION FROM 32 +45.05 53.00' RT. 32 +55.05 53.17' RT. 32 +65.05 53.69' RT. 32 +75.05 54.55 RT. 32 +85.05 55.75' RT. 33 +05.05 58.50' RT. 33 +25.05 61.26' RT. 33 +35.05 62.46' RT. 33 +45.05 63.32' RT. 33 +55.05 63.84' RT. 33 +65.05 64.00' RT. 30 OF OIL m SEE PARABOLIC BAY TAPER ;2S cv c TABLE A) a m M= OO 0F= W Nvir-i Z N 0 M U1— to M W M 30 OF OIL m SEE PARABOLIC BAY TAPER ;2S cv c TABLE A) a m M= OO 0F= W Nvir-i Z N 0 M U1— to M W M NOTE: CONSTRUCT STREET SECTION PER ARTERIAL STREET SECTION ON SHEET 2. COSTORD ROAD U W M M Q m Lo LJ M a- U W M m U Q Q U ROBERT E. SMITH R E 35473 DATE l 4, 4os E S,ry A < ujr = No. 35473 EXP, 9 -30 -17 civil- CA Vifrb N W Y CZ LEGEND' co + m Mco o STD, CITY SURVEY MNNUMENT M L0 (TN BE CNNST NR EXISTS AS NUTED) M PffA k 'Y16 7 3 SEE SHEETS 46 AND 47 FOR STRIPING PLAN SEE SHEETS 51 AND 52 FOR MEDIAN PLAN 31 32 33 34 35 36 37 N N n J M W CL W - m Z W W I NI 0.2077- i - - - - -- 10" _0jL_PJPE LINE - -- PAVING JLL a -- W Zcl- N QZ m Q D W 349.04 CD 47 N U OF OIL LINE 349.27 STD, STREET LIGHT - 9,500 L D STD, STREET LIGHT - 22000 ED STD, STREET NAME SIGN (MET N) STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEVA Y TRAFFIC CNIV TRNL SIGN PT RADIAL TO CENTERLINES TINN r TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTE CONNECT WIRING AND PULL BOXES I Su QT I N C 0 R IRACT Ado. 6 Rilfl:ll 1/ NLl r A II E - D 1 1 52 SHE TS 354 353 352 351 347 ROBERT E. SMITH R E 35473 DATE l 4, 4os E S,ry A < ujr = No. 35473 EXP, 9 -30 -17 civil- CA Vifrb N W Y CZ LEGEND' co + m Mco o STD, CITY SURVEY MNNUMENT M L0 (TN BE CNNST NR EXISTS AS NUTED) M PffA k 'Y16 7 3 SEE SHEETS 46 AND 47 FOR STRIPING PLAN SEE SHEETS 51 AND 52 FOR MEDIAN PLAN 31 32 33 34 35 36 37 N N n J M W CL W - m Z W W I NI 0.2077- i - - - - -- 10" _0jL_PJPE LINE - -- PAVING JLL a -- W Zcl- N QZ m Q D W 349.04 CD 47 N U OF OIL LINE 349.27 STD, STREET LIGHT - 9,500 L D STD, STREET LIGHT - 22000 ED STD, STREET NAME SIGN (MET N) STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEVA Y TRAFFIC CNIV TRNL SIGN PT RADIAL TO CENTERLINES TINN r TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTE CONNECT WIRING AND PULL BOXES I Su QT I N C 0 R IRACT Ado. 6 Rilfl:ll 1/ NLl r A II E - D 1 1 52 SHE TS 354 353 352 351 347 I Su QT I N C 0 R IRACT Ado. 6 Rilfl:ll 1/ NLl r A II E - D 1 1 52 SHE TS 354 353 352 351 347 NOTES: O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTI PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD tea, DETAIL 29 BAY TAPER W W z o FROM O 00 m oo m cirn - o 7 +82.96o r` w O N O RT. N 5.02' O W WO_ N JW LT. uj N Z O z z 0 C5 ceC7C7F - wmmmi J Q CV N N O 00 O CD cfl co ca cfl w N N U) EX EP NEW.E.P: 6 N 89'00'58° W 7 QD DETAIL 29 L MCCUTCHEN ROADwEX.E.P. co NEW E P tea, DETAIL 29 BAY TAPER W W z o FROM Z N Z m oo m cirn - C) O 7 +82.96o r` LO N 6.29' RT. N 5.02' tea, DETAIL 29 BAY TAPER EX. RI-1 STATION FROM 7 +67.96 7.87' RT. 7 +75.46 7.72' RT. 7 +82.96 7.20' RT. 7 +90.46 6.29' RT. 8 +05.46 5.02' RT. 8 +20.46 2.09' RT. 8 +27.96 0.83' LT. 8 +35.46 2.11' LT. 8 +42.96 3.01' LT. 8 +50.46 3.53' LT. 8 +57.96 3.69' LT. SCALE.- HORIZ. 1" = 50' VERT. 1" = 2' 1 HJ EX. RI-1 STATION C, 14 M J J v Q M W o in Z D 13 +00.00 U M W LLJ C) O P3 m N m cg H Cn o Qo Z V)w J Cp w a W.... O J Q O O C> O Z L12W R? -9 W Z McCUTCHEN ROAD m = J J J J OOO O O C N v 00 m ^ M M M J Q J J J J O W v °O a o D C- M o 0 O n m LLJ L0 O r7 p !! a o o J r n C Q^ r- W SEE SHEET 46 Q 3 Q o `n W CoLrF- m Q O_ m Q Q Z m Z M v 18 12 54 W NN 3Maf c"0 M m^ m 3 W 5 L> CJJ Z roC:) rn J Q °z _, °+° 10' BLOCK WALL Z 1 O J 8mww y N ° (SEE WALL PLANS) ¢" w Ex. 0 0 R1 -1wwmrn = p R26 CA co R26(CA) R W W3 -1 Ri -9rnrnrn ? x z o DETAIL 38 FL "BIKE LANE" n , O cn - PAVEMENT MARKING FL m 0 000 00 c DETAIL 39 "BIKE LANE" DETAIL 39 F>F , QQ TAPE GORE R _ PAVEMENT MARKING 2. CIO cn U) CD a DETAIL 22 -W0'-00 11 DETAIL 38 13 -- 14 N 89'00'58" W 15 4L14 ETAIL 29 12 CENTERLINE DETAIL 38 soA SEE MEDIAN PLAN FOR CONSTRUCTION EX. p EX. RI-1 STATION H 14 METER 0 12 +80.00 8.86' RT. 12 +90.00 in Z o 13 +00.00 O M t 4.00' RT. W W U 13 +50.00 m cg H Cn O_ Z CD M CD Cp w 00 Ki W.... ca J Q O 6 Z L12W 0 12 0m64 z I W 70L Ico Q N EXISTING STREET GOSFORD ROAD us HN o I J J F-- J O O O0oO 6 c6 mM y u (D J W Z Lm cD Wmmm Co ^ L0 06 Cn 00 + 0 V N STATION H 14 12 +70.00 0 J 12 +80.00 8.86' RT. 12 +90.00 in Z o 13 +00.00 O M 13 +20.00 4.00' RT. W W U 13 +50.00 m W 0c H Cn O_ Z J M CD Cp w 00 Ki w UM O J Q O 6 W0 0 z W to HN o I J J F-- J O O O0oO 6 c6 mM y u (D J W Z Lm cD Wmmm Co ^ L0 06 Cn 00 + 0 V N STATION FROM 14 12 +70.00 0 0 12 +80.00 8.86' RT. 12 +90.00 in Z o 13 +00.00 Q M 13 +20.00 4.00' RT. W W U 13 +50.00 m W 0c HO00r7O_ Z J 00 CD Cp w 00 Ki w UM OO 6 U) 12 DETAIL 29 - - - BAY TAPER STATION FROM 14 12 +70.00 9.00' RT. 12 +80.00 8.86' RT. 12 +90.00 7.76' RT. 13 +00.00 6.18' RT. 13 +20.00 4.00' RT. 13 +40.00 1.00' LT. 13 +50.00 6.00' LT. 13 +60.00 8.18' LT. 13 +70.00 9.76' LT. 13 +80.00 10.68' LT. 13 +90.00 11.00' LT. 13 EX R W_ EX FLT EX. FENCE Z 3 a Y JJ 3 M LLJLU R /W W3 -1 Ila w ^ Q J Z r7Po CUTCHE LO F- O W W PffA SES 2QNO cn Z SEE SHEETS 3 THRU 5 FOR STREET PLAN O QROFESSIOh,AI w No. 35473 nj 9/30/15 1 VIA CALL 4 Wz J H Q OO 0 0 W Z J 2 U o m McCUTCHEN ROAD w O ~ O J oo FC-4 J ujMZ O O J O O n "1 O W J W N O W i W = COM M CAC1m>_ W D ^ J J M J m w (( w w Y m + o o w U ^ 10 20 20 10 N __j ' ' co w Cj Y + + 00 N %2 156 mW 55 54 N N 53 M 2 Vn W ¢ Q N ca v N CjCDCD Ln FL R26 CA R81 CA DETAIL 38 AFL CO J m DETAIL 39 1 z DETAIL 39 LID 4: 0000 000 1 w PAVEMENT MARKING 18 19 N6 21 I 22 23 N SEE MEDIAN PLAN 77 - DETAIL 38 20 TRACT BOUNDARY11 00 CENTERLINE EX. FL 00^ J O W cm Z C7 Wm 00d' O Cn QF- n 17 18 1.9 J OO CD 00M J_ Q Wim 0 ZW CO Q 2.0 1 11 1 1 11 11 `- SEX. FENCE EX. R/W LOT 51 SUMP SEE 6873 SEWER PLANS) J C7] CO BIKE LANE" PAVEMENT MARKIN' 24 -SEE MEDIAN PLAN 25 N 89'00'58" W . SEE MEDIAN PLAN FOR CONSTRUCTION R7 -9 EX. FENCE 00 26 J OO CV CAM J WCm 2 F- Q Zm m Q N N OF- w McCUTCHEN ROAD Q 26 +53.88 U Q r m LOn M cDN Q Cn 21 2.2 2.3 2.4 2.5 2.6 2.7 x_- .e- r r _ ROBERT E. SMITH RCE 35413 DATE Y QO mNo-35473 Exp. 9-30-17' LEGEND CURB AND GUTTER CENTERLINE LANE LINE- 4" X 7' WH17t STRIPE w 117' SPACE BETWEEN S IPES PER CAL TRANS (DETAIL CHANNELIZING LINE - 8" RDE PER CAL TRANS DETAIL 38 h INSTALL TYPE IV ARROW TYR LEFT OR RIGHT AS SHOWN) Si1P PA VEMENT MARKING (WHI TF) PT RADIAL TO CENTERLINE STA. ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE REMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPIN PLAN SHALL BE SUBMITTED TO THE CITY FOR APPRO AL 10 DAYS PRIOR TO PAVING. ALL PERMANENT STRIPING AND PAVEMENT MARKIN S SHALL BE THERMOPLASTIC PAINT PER CALTRANS I ANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. SmithTebh *USA I N C 0 R ; O R A T E D TRACT No. 6873 PHASES 1 & 2 STRIPING PLAN ' McCUTHEN ROAD SHEET 44 OF 52 SHEETS SEE SHEET 49 FOR MEDIAN PLAN 14 15 16 17 O ~ O J oo FC-4 J ujMZ O O J O O n "1 O W J W N O W i W = COM M CAC1m>_ W D ^ J J M J m w (( w w Y m + o o w U ^ 10 20 20 10 N __j ' ' co w Cj Y + + 00 N %2 156 mW 55 54 N N 53 M 2 Vn W ¢ Q N ca v N C jCDCD Ln FL R26 CA R81 CA DETAIL 38 AFL CO J m DETAIL 39 1 z DETAIL 39 LID 4: 0000 000 1 w PAVEMENT MARKING 18 19 N6 21 I 22 23 N SEE MEDIAN PLAN 77 - DETAIL 38 20 TRACT BOUNDARY11 00 CENTERLINE EX. FL 00^ J O W cm Z C7 Wm 00d' O Cn QF- n 17 18 1.9 J OO CD 00M J_ Q Wim 0 ZW CO Q 2.0 1 11 1 1 11 11 `- SEX. FENCE EX. R/W LOT 51 SUMP SEE 6873 SEWER PLANS) J C7] CO BIKE LANE" PAVEMENT MARKIN' 24 -SEE MEDIAN PLAN 25 N 89'00'58" W . SEE MEDIAN PLAN FOR CONSTRUCTION R7 -9 EX. FENCE 00 26 J OO CV CAM J WCm 2 F- Q Zm m Q N N OF- w McCUTCHEN ROAD Q 26 +53.88 U Q r m LOn M cDN Q Cn 21 2.2 2.3 2.4 2.5 2.6 2.7 x_- .e- r r _ ROBERT E. SMITH RCE 35413 DATE Y QO mNo-35473 Exp. 9-30-17' LEGEND CURB AND GUTTER CENTERLINE LANE LINE- 4" X 7' WH17t STRIPE w 117' SPACE BETWEEN S IPES PER CAL TRANS (DETAIL CHANNELIZING LINE - 8" RDE PER CAL TRANS DETAIL 38 h INSTALL TYPE IV ARROW TYR LEFT OR RIGHT AS SHOWN) Si1P PA VEMENT MARKING (WHI TF) PT RADIAL TO CENTERLINE STA. ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE REMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPIN PLAN SHALL BE SUBMITTED TO THE CITY FOR APPRO AL 10 DAYS PRIOR TO PAVING. ALL PERMANENT STRIPING AND PAVEMENT MARKIN S SHALL BE THERMOPLASTIC PAINT PER CALTRANS I ANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. SmithTebh *USA I N C 0 R ; O R A T E D TRACT No. 6873 PHASES 1 & 2 STRIPING PLAN ' McCUTHEN ROAD SHEET 44 OF 52 SHEETS a- w w Q O Z W hU— C-) J O CV Q7M J W C.7 Wm Ln ulM 10N Cn h BAY TAPER (A) ocW Z w m m LOT A 27 +45.04 SUMP Q 17.69' LT. N a- w w Q O Z W hU— C-) J O CV Q7M J W C.7 Wm Ln ulM 10N Cn h BAY TAPER (A) STATION FROM C 22 +37.54 16.00' LT. 27 +45.04 16.19' LT. 27 +52.54 17.69' LT. 27 +60.04 17.69' LT. 27 +67.54 19.00' LT. 27 +82.54 22.00' LT. 27 +97.54 25.00' LT. 28 +05.04 26.31' LT. 28 +12.54 27.25' LT. , 28 +20.04 27.81' LT. I 28 +27.54 28.00' LT. P p- -KA cc J BIKE LANE" PAVEMENT MARKING 5 DETAIL 22 s¢ CENTERLINE DETAIL 38 00 Ln Ln 4'BIKE LANE EXW - _ EX. CHAIN LINK FENCE o O N OM J W ZW Ln n N 27 28 29 30 ON HN N OTES: O PAINT 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD O W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJUSTED PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CURVE J M RADIUS 3 c= C) 0 M oO F OQ O w E2 C7 f\ CL J O 101 20 20 1 N G7" N Lo 3 57 w nN J Cj U W''- m Cn Z w N p N z Q7 Lq N W J (n N J N K , P WERE CLo t¢-W Cn ° M N m3 cnLOT F- N c0 W N w N P p- -KA cc J BIKE LANE" PAVEMENT MARKING 5 DETAIL 22 s¢ CENTERLINE DETAIL 38 00 Ln Ln 4'BIKE LANE EXW - _ EX. CHAIN LINK FENCE o O N OM J W ZW Ln n N 27 28 29 30 ON HN N OTES: O PAINT 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD O W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJUSTED PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CURVE J M RADIUS 3 TANGENT C) 77.54' M J w F OQ I w E2 C7 m CL 3 O 101 20 20 1 N G7" N WM W 3 57 1 13.59' M W P p- -KA cc J BIKE LANE" PAVEMENT MARKING 5 DETAIL 22 s¢ CENTERLINE DETAIL 38 00 Ln Ln 4'BIKE LANE EXW - _ EX. CHAIN LINK FENCE o O N OM J W ZW Ln n N 27 28 29 30 ON HN N OTES: O PAINT 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD O W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJUSTED PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. I-LR26CARWR26CA - -- DETAIL 38N BIKE LANE" FL DETAIL 39--,' f PAVEMENT MARKING J J J M M M M a) ui J J J 0 W W Z WmWm O Lq LQ LO K7 N M M M N NN 31 3 2 ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE REMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. ALL PERMANENT STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. STRIPING CURVE DATA CURVE DELTA RADIUS 3 TANGENT 10 J 500.00' 77.54' 38.85 U 08'53'06' 500.00' 00 55W C7 64.03' 5 4 O W N G7" I-LR26CARWR26CA - -- DETAIL 38N BIKE LANE" FL DETAIL 39--,' f PAVEMENT MARKING J J J M M M M a) ui J J J 0 W W Z WmWm O Lq LQ LO K7 N M M M N NN 31 3 2 ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE REMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. ALL PERMANENT STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. STRIPING CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 08'53'06° 500.00' 77.54' 38.85 2 08'53'06' 500.00' 77.54' 38.85' w WI -7 WITH DELTA TANGENT RADIUS OM4 -3 MARKER w Of X-- EX. CHAIN LINK FENCE O M o o coco tO J M ~ 0 N INDUSTRIAL LOT 33 OLn fl- 100 N M R7-9 BOUNDARY I 3.4 R. - 33 34 Cj U Z Q J p J LZ o SEE TRACT 6874 o STRIPING PLAN W mo F, o z n o ri M 11 38=- Q N w O N mz MJ W ¢ Lu M o U V w o Q N° z R7 -9 I - 7 y(>2 GG-19 u ©M4 -3 MI NEW E.P. PAVEMENT AMARKING 6AF IGRPG 1 H J W Ln M ONr- J R -26 (CA) Q ART E. r No.35473 Ex 9-11-17 r FOF rat1EP N M 35 36 M OWE DETAIL 38 6k 3 DETAIL 29 Q0 I CENTERLINE-. N y kN1__ -- - - - b, 4' BIKE LANE 38 E EL—t_— —_ x X x 1 EX R/W 35 WI -7 WITH DELTA TANGENT RADIUS OM4 -3 MARKER 1 X-- EX. CHAIN LINK FENCE 1500.00' W F-: C7 64.03' a- O O 2, Ck:: N G7" J WM W Wp 00 ~ Z 1 13.59' M W Cj U W''- WCn Oc5 M OMZ N 33 34 Cj U Z Q J p J LZ o SEE TRACT 6874 o STRIPING PLAN W mo F, o z n o ri M 11 38=- Q N w O N mz MJ W ¢ Lu M o U V w o Q N° z R7 -9 I - 7 y(>2 GG-19 u ©M4 -3 MI NEW E.P. PAVEMENT AMARKING 6AF IGRPG 1 H J W Ln M ONr- J R -26 (CA) Q ART E. r No.35473 Ex 9-11-17 r FOF rat1EP N M 35 36 M OWE DETAIL 38 6k 3 DETAIL 29 Q0 I CENTERLINE-. N y kN1__ -- - - - b, 4' BIKE LANE 38 E EL—t_— —_ x X x 1 EX R/W 35 PHASE ONE SEE SHEET 50 FOR MEDIAN SEE SHEET 3 THRU 5 FOR STREET PLAN 36 SCALE: 37 HORIZ. 1" = 50' VE R T. 1 is = 2' 4gpFE E. 9 4c,4og gR w No. 35473 1-i-' 9/30/15 CIVIL CALt mil 7 " 5 ROBERT E. SMITH RCE 35 73 DATE NEW PAVING STRIPING CURVE DATA WI -7 WITH DELTA TANGENT RADIUS OM4 -3 MARKER 1 W 17, 04'53'19" 64.03' 1500.00' 2 O CL- 64.03' 1500.00' U^ W O 2, Ck:: J J 24.07' Wp 0102'17" 1 13.59' QO F-v m0 OM W''- Oc5 w— 00 Q7 C7) oOM= J N M t N J M J_ K , cn w N ° t¢-W Cn ° M N F- N PHASE ONE SEE SHEET 50 FOR MEDIAN SEE SHEET 3 THRU 5 FOR STREET PLAN 36 SCALE: 37 HORIZ. 1" = 50' VE R T. 1 is = 2' 4gpFE E. 9 4c,4og gR w No. 35473 1-i-' 9/30/15 CIVIL CALt mil 7 " 5 ROBERT E. SMITH RCE 35 73 DATE NEW PAVING STRIPING CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH 1 04'53'19" 64.03' 1500.00' 127.98' 2 0453'19° 64.03' 1500.00' 127.98' 0055'10' 12.0' 1500.00' 24.07' 0102'17" 1 13.59' 1500.00' 27.18' X. E.P. ' R -26 (CA) r7 Ln C.0 39 40 EX Fl R 39 40 0 r7 Ln 41 CN EX. CHAIN LINK FENCE LEGEND CURB AND GUTTER CENTERLINE LANE LINE.' 4" X 7' WHITE STRIPE W /17' SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) CHANNELIZING LINE - 8" WIDE PER CAL TRANS DETAIL 38 S A INSTALL TYPE IV ARROW TYP. LEFT OR RIGHT AS SHOWN) PA VEMENT MARKING (WHITE) PT. RADIAL TO CENTERLINE STA. TRAFFIC CONTROL SIGN - AS NOTED SID. CITY STREET NAME SIGN PER COB S7D T -1 SID. STREET NAME SIGN (METRO) PER COB STD T -1 41 U J m O q4: LO M n N V)o NEW E.P.1, —'I R -26 (CA) 42 - rnN J w z ° o ° uiZUw rn o O O O ~ N L>J J w z w XW CTN J J H m N ° Lu O OO ° WLnNU N W J 00 SmlthTech JSA INCORPORATE D TRACT No. 6873 OFFSITE STRIPING PLAN McCUTCHEN ROAD SHEET 645 CF 52 SHEETS N BAY TAPER STATION rn 4 +85.28 0.00' RT. N 0.19' RT. 5 +05.28 J 5 +15.28 1.69' RT. 5 +25.28 W 5 +45.28 6.00' RT. :. C) 9.00 RT. 10.31' RT. cm O NN 11.81' RT. 6 +05.28 J N Q 9.00' RT. z Wd z CD X W m W m ^ OO N JNN 0.75' RT. 0.19' OHO 00 OO af J J 6 0 0 0 o o o o o BAY TAPER STATION FROM t 4 +85.28 0.00' RT. 4 +95.28 0.19' RT. 5 +05.28 0.75' RT. 5 +15.28 1.69' RT. 5 +25.28 3.00' RT. 5 +45.28 6.00' RT. :. 5 +65.28 5 +75.28 9.00 RT. 10.31' RT. 5 +85.28 11.25' RT. 5 +95.28 11.81' RT. 6 +05.28 12.00' RT. CAN J uj wd wC^ J Z ° w ° N \ o Qf co o cn - cn cn EX. STREET 5 DETAIL 22 S 00.36'13" W 6 GOSFORD ROA DETAIL 29 n EX. C &G WO_ Z J w o m° N \ N of r+ °o d `-4v cn BAY TAPER NSTATION J FROM I 12 +72.30 o 12.00' RT. 12 +82.30 NI 11.81' RE 12 +92.30 11.25' r' N cV \ 11.31' RE N J 9.00' RT. 13 +32.30 O 6.00' J J J 3.00 RT. 13 +62.30 J 1.69' RT. 13 +72.30 LuO_ 0.75' RT. 13 +82.30 C 0.19' RT. 13 +92.30 W p RT. N z Z W W Q d d co CC) o d Lu w w J cp O O I b z z J w O N N uj uj F= TAPE GORE c° Q CENTERLINE & Q Q o m m w ¢ j00 o TRACT BOUNDARY N N v N O L[') d CO + to 00N N O m N' o o N N 112 1 121¢ o N° Z W z cn cn r o w m 0 w tZ^ Z w^ 7 J w " I c, c:, N N00 1 c m w ^ I U`> - a ^ W M 00 CO DETAIL 39 DETAIL 39 PAVEMENT MARKING BIKE LANE" CN RESTRICTER DETAIL ON SHEET 49 MAI PAVEMENT MARKING 4- PAVEMENT MARKING Of co g 6 Q ° :/% DETAIL 39 BAY TAPER NSTATION J FROM C 12 +72.30 o 12.00' RT. 12 +82.30 9.00' RT. 11.81' RE 12 +92.30 11.25' RT. I 13 +02.30 cV \ 11.31' RE 13 +12.30 9.00' RT. 13 +32.30 O 6.00' RT. 13 +52.30 J 3.00 RT. 13 +62.30 W 1.69' RT. 13 +72.30 LuO_ 0.75' RT. 13 +82.30 C 0.19' RT. 13 +92.30 W 0.00' RT. BAY TAPER NN J J w o 11.31' RT. a' uj 9.00' RT. Q 15 +92.13 z zw o m o cV \ 0.19 RT. 16 +32.13 23 w O O LO 0OOd BAY TAPER STATION FROM C 15 +12.13 12.00' RT. 15 +22.13 11.81' RT. 15 +32.13 11.25' RT. 15 +42.13 11.31' RT. 15 +52.13 9.00' RT. 15 +72.13 6.00' RT. 15 +92.13 3.00 RT. 16 +02.13 1.69' RT. 16 +12.13 0.75' RT. 16 +22.13 0.19 RT. 16 +32.13 1 0.00' RT. c' ° EX EPEX. EP - - -- ---------------- SEX. EP i ' - - -- - Z - -- 7 8 DETAIL 22 9 S 00'36'13" W ` Dy 1' 11 S 00'36'13' W 12 00 13 14 15 RE N 1' DETAIL 38 I © TAPE GORE - - -- g DETAIL 29 DETAIL 38 DETAIL 22 DETAIL 29J N "BIKE LANE' W -- PAVEMENT MARKING DETAIL 39EX, BIKE LANE o - _ Qc iX.C&G EX. 9' MEANDERING SIDEWALK ^ o 0 V V x - - - -- - - X u N 0oM J NOTES: mw z c O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC uim PAINT PER CAL -TRANS STD. SPEC. PTH - 02ALKYD °O LO d a V) SCALE: "H ORI Z. 1" = 50' VERT. 1 of = 2' R/ R26(CA) /R81(CA) 4g13VESSI, 9 C-4 No. 35473 ROBERT E. SMITH RCE 35473 DATEa9/30/15 x a4T CIVIL N of CAtx cN. S c+ c ? W W r No. 35473d ° O Exp. 9 -30-17 E5 v * 7k+ O LLI m cs'Tq C(VIL FOF CATT' M ^ CN C-) Of N ° CENTERLINE & o C C14 6 EX EP TRACT BOUNDARY ° + N NO 16 cp 17 18 cV 1 ¢ ¢ S 00'36'13° W AL w w ETAIL 29 GOSFORD ROAD oo Z DETAIL 39 = m GOSFORD ROA LyR7 -9 Q LIJ R1 -1 C 64 196 o NN H 00 , w0 36 38 0 ? o w 33 12 W Nd JZ Z Z tl o! QapJN 1 O w 12 12 „ q ¢ 00 ui Q Q 3 N -j3 w F- W vJ mw cowQwQ15- J mW F s w auj oo M m LOSEESHEET44 W o COSTORD ROA-Do PHA S & 3 SEE SHEETS 51 AND 52 FOR MEDIAN PLAN SEE SHEETS 41 THRU 43 FOR STREET PLAN 5 6 8 9 10 11 12 13 14 15 16 BAY TAPER STATION FROM C 22 +81.66 22 +89.16 4.19' RT. 22 +96.66 o: 23 +04.16 5.69' RT. 23 +11.66 O 23 +26.66 10.00' RT. N O 23 +49.16 14.31' RT. J v 23 +64.16 15.81' RT. 23 +71.66 16.00' RT. 21 221 23 w N Q LO 0OOd J Q 27 DETAIL 38 cfl W S 00.36'13" Z NLuO_ o m W C J J W x W ^ z Z W W Ckf m m o d z O N Z cp O O COO 05 F ^ W O N N F= TAPE GORE c° Q CENTERLINE & Q Q o j 00 o TRACT BOUNDARY N N v BAY TAPER STATION FROM C 22 +81.66 4'.00 RT. 22 +89.16 4.19' RT. 22 +96.66 14.75' RT. 23 +04.16 5.69' RT. 23 +11.66 7.00' RT. 23 +26.66 10.00' RT. 23 +41.66 13.00 RT. 23 +49.16 14.31' RT. 23 +56.66 15.25' RT. 23 +64.16 15.81' RT. 23 +71.66 16.00' RT. BAY TAPER D STATION o: 28 +24.51 O) 28 +34.51 p 15.25' RT.I O N N 28 +74.51 10.00' RT. O O O J J 29 +14.51 4.75' RE tp CD Q 4.00' RE 21 221 23 N 24 DETAIL 22 LO 0 co N N 27 DETAIL 38 cfl d S 00.36'13" ft: N 0M Z Of W C J J W I Ckf d wd d z Wo Z Z Z w Lj d W C7 m COO W W m Wm CR TAPE GORE c° j00 00 0 t c co .0 N O L[') t) CO + to 00N N OO F- N' o N N N F O U) cn cn BAY TAPER D STATION FROM C 28 +14.51 16.00' RT. 28 +24.51 15.81' RT. 28 +34.51 p 15.25' RT.I 28 +44.51 15.31' RT. 28 +54.51 13.00' RT. 28 +74.51 10.00' RT. 28 +94.51 7.00 RT. 29 +04.51 5.69' RT. 29 +14.51 4.75' RE 29 +24.51 4.19' RT. 29 +34.51 1 4.00' RE CTJN J win o- wCL d zw n N o CENTERLINE & TRACT BOUNDARYnEXEPcnZ- cn o°i cn cn SEX EP w 1 S 0036'13° W 20 cfl 21 221 23 N 24 DETAIL 22 25 co 26 " N 27 DETAIL 38 cfl 28 S 00.36'13" 29 30 CV Z I i- - I i W m J DETAIL 22 TAPE GORE c° DETAIL 22DETAIL29O ao BIKE LANE" N SEE CONCRETE MEDIAN DETAIL 22 BIKE LANE" N DETAIL 22, n DETAIL 39 DETAIL 39 PAVEMENT MARKING BIKE LANE" DETAIL 39 RESTRICTER DETAIL ON SHEET 49 PAVEMENT MARKINGPAVEMENTMARKING DETAIL 39 cD c0 CO r - t- -- Zo r FL r DETAIL 38 c-4 t C4 R7 GOSFORD ROAD R7-9 R/W FL R26(CA) /R81(CA) W 9 R26(CA) 7R/W R26(CA) C2 cl Elf w o cy) 00 6 6c I 1: ji ck:: C> j Y o cl- 3 o ck o Q 0 20 20 1 cD Z j 3 6rnC) ¢ C) a, Ci ¢ r-- r7 Y J o o r7 C, J rn mw mILW Z~ J f0 N Q Q J Gfl (n J QOM M J3 m w N i `i 00 Q M w m LLJ io (n Wd c W d F- W J J io v OMM J m OO m z o o ri Jo LLJ LAJ NONc0mmZd w N m J O N oo cn co CD w W F N N Q M MNN CD CO C+DN N Q N ul U.) N N (17 Q N cn r 17 o' O O O 0 NN J uj wd W Uz J Q U o° F- o Q O M V) 00 M J Wd x a OO O M H V) 1y zu 11 . .22. -Z.S . .24. .25 . . .21. .28. .29 . .30. 31 LEGEND CURB AND GUT TER CENTERLINE LANE LINE- 4' X 7' VHITE STRIPE w117 SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) CHANNELIZING LINE - 8' WIDE PER CAL TRANS BETA L 38 INSTALL TYPE IV ARRO TYP• LEFT OR RIGHT AS SH WN) PA VEMENT MARKING (WHITE) PT RADIAL TO CENTERLINE STA. 18 19 ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE REMOVEWITHREPLACEMENTOFPERMANENTSTRIPING. ALL TEMPORARY STRIPING TO BE WATER RNE PAINT. PPIOR TO PAVING, THE DESIGN ENGINEER FOR TIIE PPOJECT SHALL VERIFY THAT CONDITIONS REMAI THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED S RIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR A PROVAL 10 DAYS PRIOR TO PAVING. m ww GOSFORD ROAD cn w cn ALL PERMANENT STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. SfnithTech*USA INCORPORATED TRACT No. 6873 PHASES 1 & 3 STRIPING PLAN & PROFILE GOSFORD ROAD . SHEET 46 07 X52 SHEETS i NOTES: W 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTICPAINTPERCAL —TRANS STD. SPEC. PTH- 02ALKYD ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE REMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. ALL PERMANENT STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. SCALE: HORIZ. 1" = 50' VERT. 1" = 2' TAPE GORE CURVE DATA T F_ RADIUS 171 O 10 1 163'22'32' J 5.70' O J O BLACK of s O o cV o° r 0 TAPE GORE CURVE DATA T DELTA RADIUSNO 10 1 163'22'32' 2.00 5.70' 1 13.69' J W TAPE GORE CURVE DATA NUMBER DELTA RADIUS LENGTH TANGENT 10 1 163'22'32' 2.00 5.70' 1 13.69' w a- p Q IQ- pLIJ LLJ F- p C] Z IU- W W 3 Q m ° O O C^D 00 M CENTERLINE M i TRACT BOUNDARY N N WITH OMI_3 N X. EP MARKER w 1 S 00'36'13" W 32 33 34 ETAIL 22 35 S 00'36'13" W 36 GOSFORD ROAD DETAIL 22 I' }µg5 w Q0 EX, EP GOSFORD ROAD w PAVEMENT MARKING T DETAIL 39 cz DETAIL 39 BIKE iLANE" . EX. AG cw W3 -1 co PA'EMENT MARKING r r FL DETAIL 38 SUMPR7 -9 C%4 6 5 00 M J Win S Q ZE S CDO M 30 31 al, -1g 660 59 WIRE COLOR ASSIGNMENTS NO M0 mwmmss INTE O N'CT A AUMO IN mini Tat--$ MEM J Q C AUDIO OUT RED TBi -5 BLACK E AUDIO OUT GREEN TB1 -6 w a- p Q IQ- pLIJ LLJ F- p C] Z IU- W W 3 Q m ° O O C^D 00 M CENTERLINE M i TRACT BOUNDARY N N WITH OMI_3 N X. EP MARKER w 1 S 00'36'13" W 32 33 34 ETAIL 22 35 S 00'36'13" W 36 GOSFORD ROAD DETAIL 22 I' }µg5 w Q0 EX, EP GOSFORD ROAD w PAVEMENT MARKING T DETAIL 39 cz DETAIL 39 BIKE iLANE" . EX. AG cw W3 -1 co PA'EMENT MARKING r r FL DETAIL 38 SUMPR7 -9 C%4 6 5 00 M J Win S Q ZE S CDO M 30 31 2 (CA) R/W R26(CA) "' Uj Q 6 al, -1g 6 60 59 WIRE COLOR ASSIGNMENTS M FUNCTION WIRE COLOR TB -1 HIRE COLOR CABLEM0mwmmssINTEON'CT A AUMO IN mini Tat--$ MEM O Q C AUDIO OUT RED TBi -5 BLACK E AUDIO OUT GREEN TB1 -6 GREEN TB -1 TB -1 U J O 7B -1 TB-2 O 0 18-2 F-= 78-3 (Comm In) TB-4 (Comm In) 18-4 (Comm M) 70-3 (Corm Cut) T9-5 (Comm Gut) 18 -8 (Calm Cut) INTERSECTION p LOCATION A LOCATION B INTERCONNECT DETAIL o B 1` tom) WCD 8'(64 CONDW s LIDS SHALL READ "TRAFFIC SIGNAL" B TOP ym U-) r,: 9 (75=n) IDiOC)ifATl7 7 4- NOT REQUBM FOR NO.5 PUUBOJO CLEAN CRU>ID BIDM im Sm PLAN 29-8 0 ) UK CONDUITS SHALL BE FOR ADERIDNAL mxmQN B-H CAPPED BI PULL AXES SBC = A - DRTAI B. d- NO.5 PULLBOX WffH EXTENSION N M lit r m 4L4! U IIL PABZiB tea' {ice) a (Lbn) INSTALL Y(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400'(120m) MAXIMUM INTERVAL PULL BOXES SHALL BE NO. 5 WITH EXTENSIONS AND KNOCKOUTS. CONDUIT SHALL BE SWEEP TO PULLBOX iffliaigiT MW Pill ADDS PARALLEL TO THE Masmwo SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 18D Q DEGREES A PULL ROPE CONFORMING TO SECTION CONDUIT IS ALLOWED TO BE PLACED AT GUTTER UP LINE. IN ALL OTHER86 -2.05C ' INSTALLATION' OF THE STANDARD SPECIFICATION SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT CASES, CONDUIT IS TO BE LOCATED FOR INSTALLATION OF FUTURE CONDUCTORS. UNDER SIDEWALK AREA. V) o PPAART O' FN AMIMA , STANDARD STREET BiPROVEMENT. OMISSION OF TRAFFIC SIGNALINTERCONNECTCONDUITALONGARTERIALSTREETSMAYBE 2 (CA) R/W R26(CA) "' Uj Q 6 al, -1g 660 59 WIRE COLOR ASSIGNMENTS M FUNCTION WIRE COLOR TB -1 HIRE COLOR CABLEM0mwmmssINTEON'CT A AUMO IN mini Tat--$ MEM O BLACK C AUDIO OUT RED TBi -5 BLACK E AUDIO OUT GREEN TB1 -6 Y J O Q W ip ! WWW 32 SEE SHEETS 51 AND 52 FOR MEDIAN PLAN SEE SHEETS 41 THRU 43 FOR STREET PLAN 33 34 35 N 0 Z z 11 38 cr 99 M SEE SHEET 48 z o Q ¢ v OpWQ cl: m z W Lu 00 v Y W m N 36 C2P MODEM INTERCONNECT /TERMINAL BLOCK TB -1 INPUT PANEL #4 WIRE COLOR ASSIGNMENTS M FUNCTION WIRE COLOR TB -1 HIRE COLOR CABLEM0mwmmssINTEON'CT A AUMO IN mini Tat--$ MEM B AUDIO IN BLACK TB1 -4 BLACK C AUDIO OUT RED TBi -5 BLACK E AUDIO OUT GREEN TB1 -6 GREEN TB -1 TB -1 TB-1 O O 7B -1 TB-2 O 0 18-2 78-3 (Cann M) 78-3 (Comm In) TB-4 (Comm In) 18-4 (Comm M) 70-3 (Corm Cut) TB -S (Como Out) T9-5 (Comm Gut) 18 -8 (Calm Cut) INTERSECTION INTERSECTION LOCATION A LOCATION B INTERCONNECT DETAIL N'f8 B 1` tom) 8'(64 CONDW s LIDS SHALL READ "TRAFFIC SIGNAL" B TOP ym 36 C2P MODEM INTERCONNECT /TERMINAL BLOCK TB -1 INPUT PANEL #4 WIRE COLOR ASSIGNMENTS M FUNCTION WIRE COLOR TB -1 HIRE COLOR CABLEM0mwmmssINTEON'CT A AUMO IN mini Tat--$ MEM B AUDIO IN BLACK TB1 -4 BLACK C AUDIO OUT RED TBi -5 BLACK E AUDIO OUT GREEN TB1 -6 GREEN TB -1 TB -1 TB-1 O O 7B -1 TB-2 O 0 18-2 78-3 (Cann M) 78-3 (Comm In) TB-4 (Comm In) 18-4 (Comm M) 70-3 (Corm Cut) TB -S (Como Out) T9-5 (Comm Gut) 18 -8 (Calm Cut) INTERSECTION INTERSECTION LOCATION A LOCATION B INTERCONNECT DETAIL N'f8 B 1` tom) 8'(64 CONDW s LIDS SHALL READ "TRAFFIC SIGNAL" B TOP ym B II T e(awm=) co 9 (75=n) IDiOC)ifATl7 DIDCC=Vr FOR 4- (lOOmm) UULnDUCT OR mmu -CO SY$i6i[ 0 0 NOT REQUBM FOR NO.5 PUUBOJO CLEAN CRU>ID BIDM im Sm PLAN 29-8 0 ) UK CONDUITS SHALL BE FOR ADERIDNAL mxmQN B-H CAPPED BI PULL AXES SBC = A - DRTAI B. NO.5 PULLBOX WffH EXTENSION NO-6 PUU BO% WrrH I;rnMON SUM AR) lit r m 4L4! U IIL PABZiB tea' {ice) a (Lbn) INSTALL Y(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400'(120m) MAXIMUM INTERVAL PULL BOXES SHALL BE NO. 5 WITH EXTENSIONS AND KNOCKOUTS. CONDUIT SHALL BE SWEEP TO PULLBOX iffliaigiT MW Pill ADDS PARALLEL TO THE Masmwo SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 18D NOTE: TO BE USED ONLY WHEN DEGREES A PULL ROPE CONFORMING TO SECTION CONDUIT IS ALLOWED TO BE PLACED AT GUTTER UP LINE. IN ALL OTHER86 -2.05C ' INSTALLATION' OF THE STANDARD SPECIFICATION SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT CASES, CONDUIT IS TO BE LOCATED FOR INSTALLATION OF FUTURE CONDUCTORS. UNDER SIDEWALK AREA. INTERCONNECT INSTALLEDBALLs STANDARDPPAARTO' FN AMIMA , STANDARD STREET BiPROVEMENT. OMISSION OF TRAFFIC SIGNALINTERCONNECTCONDUITALONGARTERIALSTREETSMAYBE ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF INTERCONNECT— COMMUNICATION MASS FOR IN THE CITY TRAFFIC WIRING AND PULL BOXES MULn -DUCT CONDUIT IS REQUIRED ON ALL SONET ETCBACKBONEROUTESSHOWNONTHECITYTRAFFIC T-34 COMMUNICATION MASTER PLAN uRt 90m PUBLIC WORKS DEPARTMENT INTERCONNECT CONDUIT DETAIL 37 4gpF E S S 10Ar9 w No. 35473 x/30/1.5 1 141 C X_l OR C A1, S No. 35473 EXP, 9 -30 -17 C1VIL OF CALIFO y // / —/ ROBERT E. SMITH RCE 3 473 DATE L EEEND CURB AND GUTTER CENTERL INE LANE LINE- 4"X 7' WHI STRIPE w /17' SPACE BET WEEN S IPES PER CAL TRANS (DETAIL CHANNELIZINE LINE - 8' IDE PER CAL TRANS DETAIL 3 S A INSTALL TYPE IV ARLoW LEFT DR RIGHT AS WN PA VEMENT MARKING (WHI PT RADIAL TO CENTERLINE STA. SmithtechAUSA I N C 01 P 0 R A T E D TRACT NO. 6373 PHASE 3 . STRIPING PLAN AND INTERCONNE67T CONDUIT DETAIL GOSPORD ROAD SHEET 47 OF 52 SHEETS NOTES: O CONSTRUCT MOWER RAMP AT ALL MEDIAN BREAKS. AT LEFT TURNPOCKETSONTOHARDSCAPES. 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD O FOR FUTURE IRRIGATIONS LINES - INSTALL TWO 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. 0 Q O Z - W cr)_ z- U xUw SCALE: HORIZ. VERT. D Q O Cl CD SEE SHEET 51 i 18 54 n, w z CN CV 1 " = 50' 1 " = 2' SCALE- HORIZ* VERT. oJ/ s 12 N co -: W C + W 70 64 6 GOSFORD ROAD EXISTING STREET 1 " = 50' 1 " = 2' W z J m OO C> O O 0 McCUTCHEN ROAD m w MEDIAN CONSTRUCTION GRADES b' LAWN MOWER RAMP STA. 20 +34.06 350.6 350.7 350.9 t TP/ RCOWNp 0 351.0 CROWN TP I DETAIL A GRADES TO BE CONSTRUCTED WITH MEDIAN ONLY 1[J c z z w CD J w O Z ujcn U Z WmU 00- w OR cn N Z CAC4 O OO + 2 1 J CnZ 3 1 CL YU J m 3 WLu iv cr- 0 O uj w z Q 0 W Z C.7 Wm O0 0 t\ BAY TAPER OA STATION FROM 12 +70.00 9.00' RT. 12 +80.00 8.68' RT. 12 +90.00 7.76' RT. 13 +00.00 6.18' RT. 13 +10.00 4.00' RT. 13 +30.00 1.00' LT. 13 +50.00 6.00' LT. 13+60.00 8.18' LT. 13 +70.00 9.76' LT. 13 +80.00 10.68' LT. 13 +90.00 11.00' LT. Q ¢ J Z 3 3 3 d Z Y m 3 U J mU 3 o mW 3 2 V) CURVE DELTA RADIUS LENGTH TANGENT 10 180'00'00' 2.00' 6.28' 0.00' 02 180'00'00" 1.00' 3.14' cr- J 180'00'00' z 3.14' 0.00' 4 O O0 2 19.64' 5 17919'30" 2.00' 6.26' z i 41'55'48' 60.00' Z 22.99' 7 40'55'00" li c 0.75' 8 o r. 6.26' 339.57' o WCl- Q 7.00' 1 CC - 1 Q LLJ s C6 J I 1n a ui o O W Nw N i° CV t` 0 20 20 10 ' Q a m 5603 o Lu w z w o J 00 m z O - m Z Z W Z U U U C-) -- mm.-, J Lu 0 CDO z vio z z c^co rn W n o Lo C7Nj In u7 CemL0 \ ui O QO ca co O c7i C% m 3 d 8 7 6 -i mW SEE BAY TAPER TABLE - -' LAWN MOWER RAMP 351.6350.7 STA. 13 +26.13 TPTPCROWN351.3T 11 1z TP CROWN , 13 14 N 89'00'58" w u MEDIAN CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 180'00'00' 2.00' 6.28' 0.00' 02 180'00'00" 1.00' 3.14' 0.00' 03 180'00'00' 1.00' 3.14' 0.00' 4 3614'58" 60.00' 1 37.96' 19.64' 5 17919'30" 2.00' 6.26' 339.57' 41'55'48' 60.00' 43.91' 22.99' 7 40'55'00" 2.00' 1.43' 0.75' 8 17919'30' 2.00' 6.26' 339.57' 11 12 13 BAY TAPER cn 1LC') STATION 00 \ \ RKER (CA) I z FROM AM 0 %R6 -1(RT. 2 ° 16 +91.62 Q -- 5.00' RT. 16 +99.12 R5 -1 20+46.77 4.81' RT. 17 +06.62 2.00' LT. 4.25' RT. 17 +14.12 ZW 3.31' RT. 17 +21.62 w ¢ Z¢ U o Cl 2.00' RT. 17 +36.62 o `r' ui 1.00' LT. 17 +51.62 20 21 4.00 LT. 17 +59.12 5.31' LT. 17 +66.62 m 6.25' LT. 17 +74.12 6.81' LT. 17 +81.62 TP 7.00' LT. 5 J 0 O Wm Q z 0 W Z W CVC[) 0o SEE BAY TAPER TABLE TYPE "M" MEDIAN CURB 15 +14.85 ' 3.6 3W.7 1 TP N 89 °00'58" W 15 R5 -1 O 16 EX. EP 17 RLINE R6- I(RTj) , © 0 / TRACT BOUNDARY 350.5f 1..7_ TP CROWN SEE DETAIL ©FOR MEDIAN GRADES TIP C) MEDIAN CONSTRUCTION GRADES C!1 Q co J I 00 o o TYPE Q (CA) 351.3 MARKER 1p o m C-i W 354351.3 351.4CROTP /CROWN z Q ¢ ¢ c, -- _351.4wsso m W W W TP0 351.4o 351.3 M TP TP /CROWN TP DETAIL © GRADES TO BE CONSTRUCTED WITH MEDIAN ONLY 1 4 15 16 17 0 rL cn 1LC') 17 +29.37 00 \ \ RKER (CA) I z r-: AM 0 %R6 -1(RT. 2 ° TYPE "M» MEDIAN CURB Q -- 17 +59.37 CD N 89'00'58" W R5 -1 20+46.77 17 +89.37 SEEP DETAIL FOR MEDIAN GRADES Z 2.00' LT. 18 +19.37 J 18 +29.37 ZW 18 +39.37 Of W m w z 18 +49.37 w ¢ Z¢ U o Cl CL O N ui O m w o `r' ui McCUTCHEN ROAD QW w 20 21 22 cn z co 352.2 m w CROWN cr W ui 351.9 TP m J CC - F Of LLJ s C6 JI zQ 1n a ui z U in Nw N m CV t` 0 20 20 10 ' CDco 3 57256032 J 00 M W z \ R /W 1 v PHASES 2 SEE SHEET 3 THRU 5 FOR STREET PLAN SEE SHEET 44 FOR STRIPING PLAN wz rL cn 1LC') 17 +29.37 00 \ \ RKER (CA) I z 17 +39.37 AM 0 %R6 -1(RT. 2 ° TYPE "M» MEDIAN CURB Q -- 17 +59.37 7%, O N 89'00'58" W R5 -1 20+46.77 17 +89.37 SEEP DETAIL FOR MEDIAN GRADES 18 +09.37 2.00' LT. 18 +19.37 J 18 +29.37 O O O CO10vcc 18 +39.37 Of W m w z 18 +49.37 w ¢ Z¢ U o Cl Et N ui O m w o `r' ui McCUTCHEN ROAD rn + o 0 O N w 20 21 22 5 4 CENTERLINE 23 51 5 3 SUMP 2 (SEE 6873 SEWER PLANS) Ilti 351.8 CROWN III 1 51.6 TRACT BOUNDARY 0 c 194- m 18350.5 LAWN MOWR P TP RO STA. 17 6. 0RA SEE BAY TAPER TABLE OO r- ii1 c CL z 0 w Lm CD wm M ofCV BAY TAPER STATION FROM 17 +29.37 7.00' RT. 17 +39.37 6.81' RT. 17 +49.37 6.25' RT. 17 +59.37 5.31' RT. 17 +69.37 4.00' RT. 17 +89.37 1.00' RT. 18 +09.37 2.00' LT. 18 +19.37 3.31' LT. 18 +29.37 4.25' LT. 18 +39.37 4.81' LT. 18 +49.37 5.00' LT. J O O u; W z s W 0 zw M 00 D 4gOFESSION E s* j9l c w No. 35473 y 9/30/07' p cIV o1LY o Q z CAL J C) Q 00 OO C" 0 J m W. "CUTCHEN ROAD w cn 18 19 20 24 25 26 27 t G" r 004rll ROBERT E. SMITH RCE 3547 LEGEND Id- CD LANE LINE, 4' X 7' WHITE STRIPE w 117' SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) m d V Q Q o INSTALL TYPE IV ARROW LEFT OR RIGHT AS SHOWN) Sid U BIKE LANE" PA VEMENT MA /NG (TYP.) Et w T.P. McCUTCHEN ROAD w U Q co 352.2352.0 CROWN 26 +53.88 351.9 TP J J CC - F Of zQ a ui z U in NwCD z m t` LO CDco N co 24 25 26 27 t G" r 004rll ROBERT E. SMITH RCE 3547 LEGEND SECTION A -A N. T. S. SmithTech USA I N C O R P O RA T E D TRACT No. 6873 - PHASES 1 AND 2 MEDIAN PLAN McCUTCHEN ROAD SHEET 49 E 52 SHEETS CURB AND GUTTER CENTERLINE LANE LINE, 4' X 7' WHITE STRIPE w 117' SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) CHANNELIZING LINE - 8' WIDE PER CAL TRANS DETAIL 38 1 INSTALL TYPE IV ARROW LEFT OR RIGHT AS SHOWN) Sid PA VEMENT MARKING (WHI TE) BIKE LANE" PA VEMENT MA /NG (TYP.) PT. RADIAL TO CENTERLINE TA. TYPE 14 MERGE ARROW WA TER BORNE PAINT) T.P. TOP OF PA VEMENT SECTION A -A N. T. S. SmithTech USA I N C O R P O RA T E D TRACT No. 6873 - PHASES 1 AND 2 MEDIAN PLAN McCUTCHEN ROAD SHEET 49 E 52 SHEETS w o v V ° U am z EX. STREET a ujI Ll I m ujI U 112 12 121 co m N N x I 00 x xQ + U3 Z I CIS Ex. SEW -M.H. 350.6 EX. EP ? / TP CROWNN. 50.6 N ' TP CROWN 11 12 cvi S 00'36'13" W _ _ S 0036'13° W_ -t O- N dpCA _ - -+ w ,drN EN 1O o cl- 350.5 co O>< o LO 0 v _y_I w Z o x w 64 6 cr p 2 0 ai wCL z Q 0 w z cLJ Wm 00 0 N BAY TAPER N STATION 8 FROM Z 12 +70.00 N 9.00' RT. 12 +80.00 01'02'29" 8.68' RT. 12 +90.00 7.76' RT. 13 +00.00 LLJ 6.18' RT. 13 +10.00 j3m 4.00' RT. 13 +30.00 2.00' 1.00' LT. 13 +50.00 O 6.00' LT. 13 +60.00 7 8.18' LT. 13 +70.00 0.00' 9.76' LT. 13 +80.00 Q 10.68' LT. 13 +90.00 00'41'50" 11.00' LT. J 0 0 W z a 0 Mo o ~ WQ off C) zm wm SEE BAY TAPER TABLE (A) -.-TRACT BOUNDARY Z3P . 8 - - - - - - - - - L CENTERLINE M-RAMP - - - - -- - 13 1 14 T5 v 1 350.7 - f - -- 11 s TP 351.1 CROWN I1 ` 10 11 w Vo¢ CURVE N 7 8 9 Z Z M N SaJ CD Lu 01'02'29" o -- LLJ z JQ 13.63' SEE SHEET 49 1500.00' o¢ LLJ 4 rn Cn v j3m 9.10' M 3614'58" 2.00' ui 10 11 w Vo¢ CURVE N Qf U m b Z Z M o SaJ CD Lu 01'02'29" o -- LLJ z 27.26' 13.63' Cu SEE SHEET 49 1500.00' o¢ LLJ 4 rn Cn v j3m 9.10' M 3614'58" 2.00' ui 0.65' M O Z z 19.64' 7 w 1.00' 3.14' 0.00' U Q 0.00' 09 00'41'50" ui 18.25' 9.13' 10 w o 25.69' 12.84' z N U O U o 10 11 w Vo¢ CURVE N m -i mw U m b icy Z M W 6.28' 0.00' 01'02'29" o -- LLJ z 27.26' 13.63' 3 01'02'28" 1500.00' C> LLJ 4 rn Cn 1500.00' 18.20' 9.10' M 3614'58" 2.00' O 0.65' M 3614'58" 60.00' z 19.64' 7 w 1.00' 3.14' 0.00' 180 ,00'00" N m Q N SCALE: HORIZ. 1" = 50' VERT. 1" = 2' 12 13 14 4 3 MEDIAN CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 180,00'00" 2.00' 6.28' 0.00' 01'02'29" 1500.00' 27.26' 13.63' 3 01'02'28" 1500.00' 27.26' 13.63' 4 00'41'42" 1500.00' 18.20' 9.10' 5 3614'58" 2.00' 1.27' 0.65' 3614'58" 60.00' 37.96' 19.64' 7 180,00'00" 1.00' 3.14' 0.00' 180 ,00'00" 1.00' 3.14' 0.00' 09 00'41'50" 1500.00' 18.25' 9.13' 10 00'58'52" 1500.00' 25.69' 12.84' 15 16 NOTES: 4gOFESSION O CONSTRUCT MOWER RAMP AT ALL MEDIAN BREAKS. AT LEFT TURN 4' 0 E' Sdfj POCKETS ON TO HARDSCAPES. 171 O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC w No. 35473 PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD 9/30/15 J O FOR FUTURE IRRIGATIONS LINES - INSTALL TWO 4' SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE s QC) o 1 1/2" SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED 9j, OIV1 PRIOR TO PLACEMENT OF AGG. BASE. OF CAW LI Q s w rn ° z o ¢ N I Q N N FUTURE TYPE "M" MEDIAN CURB TO BE CONSTRUCTED AT A LATER 1.5 351.6 DATE BY OTHERS EX EP 117 18 S 00'36'13" W_ _ 19 _ 120 351.6 TIP N 00 o L m GOSFORD ROAD RAW ' LLJ v w z 1 3 N w C Q ~ 2 J z Lu LjjnmWCo N in w v U p cO v = = N J J Q CL cl z ,? - N n- o OowORow m ¢ + to z :* CN M rM Q r7co + a H C) COSTO-RD ROADV) 17 BAY TAPERJC) MEDIAN CONSTRUCTION GRADES al N 5.00' CD 171 4.81' RT. cr_ DETAIL o w W 354.1 A„ P z W v z 354.4 2.00' o Z z o TP TP m c W ui 4.00' o No Z 354.2 W z z w TP au-, s m co355.3 354.1 353.8 U0 CO M 28 +57.66 TP TP TP z LAWN MOWER RAMP c+oN 6" uj NOTES: 4gOFESSION O CONSTRUCT MOWER RAMP AT ALL MEDIAN BREAKS. AT LEFT TURN 4' 0 E' Sdfj POCKETS ON TO HARDSCAPES. 171 O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC w No. 35473 PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD 9/30/15 J O FOR FUTURE IRRIGATIONS LINES - INSTALL TWO 4' SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE s QC) o 1 1/2" SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED 9j, OIV1 PRIOR TO PLACEMENT OF AGG. BASE. OF CAW LI Q s w rn ° z o ¢ N I Q N N FUTURE TYPE "M" MEDIAN CURB TO BE CONSTRUCTED AT A LATER 1.5 351.6 DATE BY OTHERS EX EP 117 18 S 00'36'13" W_ _ 19 _ 120 351.6 TIP N 00 o L m GOSFORD ROAD RAW ' LLJ v w z 1 3 N w C Q ~ 2 J z Lu LjjnmWCo N in w v U p cO v = = N J J Q CL cl z ,? - N n- o OowORow m ¢ + to z :* CN M rM Q r7co + a H C) COSTO-RD ROADV) 17 BAY TAPER STATION U J FROM ui 27 +67.66 N 5.00' RT. 27+75.16 4.81' RT. 27 +82.66 4.25' RT. 27 +90.16 W 3.31' RT. , 27 +97.66 tc) 2.00' RT. 28.12.66 O Q 1.00' LT. 28 +27.66 4.00' LT. 28 +35.16 5.31' LT. 28 +42.66 6.25' LT. 28 +50.16 6.81' LT. 28 +57.66 7.00' LT. J o w Z7- i5. ROBERT E. SMITH RCE 35473 DATE L O A r PIo.35473 y Exp.9 -30 -17 / PffA SES 1 & 3 SEE SHEETS 46 AND 47 FOR STRIPING PLAN SEE SHEETS 41 7HRU 43 FOR STREET PLAN 18 19 20 21 22 STA. 26 +27.68 `V cn m TRACT BOUNDARY PAVEMENT CONSTRUCTION GRADES SEE BAY TAPER Nz TABLE ® ~ w DETAIL ® GRADES TO BE CONSTRUCTED WITH MEDIAN ONLY " » CENTERLINE SEE DETAIL A FOR MEDIAN GRADES 353.4 V) m FUTURE TYPE M MEDIAN CURB TO BE CONSTRUCTED AT A LATER A TYPE Q (CA) 354.1 353.53 TRACT BOUNDARY 353.1 DATE BY OTHERS 26 +15.04 1 MARKER 1P /cROwN CRo /-7-- - 28 - - - -- TIz - - - - -- - - - - -- - - - -- - - - - -- - - - - -- -- -- - 22 S 00'36'13'_ W 23 24 25 26 7 27 29 S_ 00'36'13° W 1 }- { -- - - - - { F - 0- ®- - - - 1 - - -- 3 353.2 353.0 R6 -1R 5 w LAWN MOWER RAMP 353.4 III 353.3 35 3 CROWN TP I i STA. 28 +12.66 / I N m p GOSFORD ROAD w L, MEDIAN ; w GOSFORD ROAD EL i RESTRICTER DETAIL ON SHEET 49 cn L, R/W c0 2 W wcn P /W cc),! w Es co 8 8 6 J Z U Lu m _ z 3 3 -012 0 20 1 w z ° J w Y _ U z X67 zZozWooJ ° zmo w U mw m m Z vv Z~ CVO r Z U t° U v w¢ J M zti 4 J m Z Z LLJ C) o o = o + V pNN :z U o ° i o w O w !Q 000 I¢ W 1¢- !¢ + N z N g Z m CV cn m N oC Lo Ln Q D cD to c0 w to co c14 cn ca N N N 20 21 22 23 24 25 26 27 28 29 30 31 Gv L ECEND CURB AND GUT TE CENTERLINE LANE LINE, 4' X 7' WHITE STRIPE w 117 SPACE BET EEN STRIPES PER CAL TRANS DETAIL 9) CHANNELIZING LINE - 8' WIDE PER CAL TRANS DETAIL 38 Se INSTALL TYPE IV ARROW TYP. LEFT OR RIGHT AS SHOWN) Sl PA VEMENT MARKING (WHITE) BIKE LANE- PAVEMENT MARKING (TYP.) PT RADIAL TO CENTERLINE STA. I TYPE 0 MERGE A OW WA TER BORNE PANT) T,P, TOP OF PA VEMEN 2» I SECTION A -A N. T. S. SmithTech USA I N C O R P O R A T E D TRACT No. 6873- PHASES 1 AND 3 MEDIAN PLAN GOSFORD ROAD SHEET 51 OF 52 SHEETS 1 a ui U J J ui O NZ to Wco t o E m tc) c coo O Q N N Of STA. 26 +27.68 `V cn m TRACT BOUNDARY PAVEMENT CONSTRUCTION GRADES SEE BAY TAPER Nz TABLE ® ~ w DETAIL ® GRADES TO BE CONSTRUCTED WITH MEDIAN ONLY " » CENTERLINE SEE DETAIL A FOR MEDIAN GRADES 353.4 V) m FUTURE TYPE M MEDIAN CURB TO BE CONSTRUCTED AT A LATER A TYPE Q (CA) 354.1 353.53 TRACT BOUNDARY 353.1 DATE BY OTHERS 26 +15.04 1 MARKER 1P /cROwN CRo /-7-- - 28 - - - -- TIz - - - - -- - - - - -- - - - -- - - - - -- - - - - -- -- -- - 22 S 00'36'13'_ W 23 24 25 26 7 27 29 S_ 00'36'13° W 1 }- { -- - - - - { F - 0- ®- - - - 1 - - -- 3 353.2 353.0 R6 -1R 5 w LAWN MOWER RAMP 353.4 III 353.3 35 3 CROWN TP I i STA. 28 +12.66 / I N m p GOSFORD ROAD w L, MEDIAN ; w GOSFORD ROAD EL i RESTRICTER DETAIL ON SHEET 49 cn L, R/W c0 2 W wcn P /W cc),! w Es co 8 8 6 J Z U Lu m _ z 3 3 -012 0 20 1 w z ° J w Y _ U z X67 zZozWooJ ° zmo w U mw m m Z vv Z~ CVO r Z U t° U v w¢ J M zti 4 J m Z Z LLJ C) o o = o + V pNN :z U o ° i o w O w !Q 000 I¢ W 1¢- !¢ + N z N g Z m CV cn m N oC Lo Ln Q D cD to c0 w to co c14 cn ca N N N 20 21 22 23 24 25 26 27 28 29 30 31 Gv L ECEND CURB AND GUT TE CENTERLINE LANE LINE, 4' X 7' WHITE STRIPE w 117 SPACE BET EEN STRIPES PER CAL TRANS DETAIL 9) CHANNELIZING LINE - 8' WIDE PER CAL TRANS DETAIL 38 Se INSTALL TYPE IV ARROW TYP. LEFT OR RIGHT AS SHOWN) Sl PA VEMENT MARKING (WHITE) BIKE LANE- PAVEMENT MARKING (TYP.) PT RADIAL TO CENTERLINE STA. I TYPE 0 MERGE A OW WA TER BORNE PANT) T,P, TOP OF PA VEMEN 2» I SECTION A -A N. T. S. SmithTech USA I N C O R P O R A T E D TRACT No. 6873- PHASES 1 AND 3 MEDIAN PLAN GOSFORD ROAD SHEET 51 OF 52 SHEETS 1 t-