Loading...
HomeMy WebLinkAbout1997 - Traffic Way SAN � ♦ IMPROVEMENT PLANz FOR . 1:11= 1= x1v [3vviky � � - SHEET 4 i P �O O© r r ` r SHEET 3 1 r � r SACRAMENTO r ,�OF SAN FRANCISCO FOUNDED Rp®Ra MONTEREY 79 :�,.' I i .'_ i I �s AVE r SHEET 2 ,III III, OLMEDA ATASCADERO �� r �► SAN LUIS OBISPO • LOS ANGELES o SAN DIEGO 1107 VICINITY MAP SHEET INDEX MAP NO SCALE NO SCALE COUNTY OF SAN LUIS OBISPO , STATE Q"� F CALIFORNIA LEGEND GENERAL NOTES 7..•...M EXISTING TELEPHONE MANHOLE CENTERLINE SM,14 EXISTING SEWER MANHOLE 1. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING UTILITY SERVICES AND APPURTENANCES E , STA CONSTRUCTION CENTERLINE STATION (GAS, WATER, TELEPHONE, ELECTRIC, CABLE) WITHIN THE AREA OF WORK. UTILITY SERVICES SHALL REMAIN IN PREPARED B .3\.� EXISTING SEWER CLEANOUT SERVICE AT ALL TIMES DURING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE UTILITY OWNER AND THE PT POINT OF TANGENCY 5DA4H EXISTING STORM DRAIN MANHOLE CUSTOMER. WATER SERVICES WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE a!:3t:W EXISTING STORM DRAIN DROP INLET/CATCH BASIN PC POINT OF CURVATURE RELOCATED BY THE CONTRACTOR. OTHER UTILITY SERVICES SHALL BE RELOCATED BY THE UTILITY OWNER. SHEET INDEX U.O.N. UNLESS OTHERWISE NOTED ���;�� EXISTING WATER METER 2. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING SIGNS, SIGN POLES AND APPURTENANCES WITHIN THE AREA OF WORK. EXISTING SIGNS WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN ON THESE PLANS NORTH COAST ENGINEERING INC. CONSTRUCT PAVEOUT PER F SHALL BE RELOCATED BY THE CONTRACTOR. J"0 EXISTING MAIL BOX 5 725 Creston Rd Suite B, Paso Robles, 239-3127 TITLE SHEET PGE EXISTING PGE BOX EXISTING EDGE OF PAVEMENT 3. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING MAILBOXES AND APPURTENANCES WITHIN THE AREA OF WORK. MAILBOXES WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE 2. TRAFFIC WAY 3+00 TO 29+00 -a- EXISTING SIGN RELOCATED BY THE CONTRACTOR. MAILBOXES SHALL BE RELOCATED IN CONFORMANCE WITH THE REQUIREMENTS —P EXISTING TELEPHONE PEDESTAL OF THE U.S. POSTMASTER. MAIL SHALL BE DELIVERABLE AT ALL TIMES DURING CONSTRUCTION. -- --- RIGHT-OF--WAY ai3kv EXISTING WATER VALVE 4. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN--PLACE ALL EXISTING FIRE HYDRANTS AND APPURTENANCES WITHIN 3. TRAFFIC WAY 29+00 TO 54+00 h: 0 + 0 a LO) 0 to J J w Z z ' IIt z ° w �z �' 0 20 40' 80' z J© PAINT 4" RIGHT EDGE LINE STRIPE PER N w w z z q in .,_j Y w 0 __ CALTRANS STD. DWG. A20B, DETAIL 27B. _j m: °- '� ' �' SCALE: 1 =40 m � � mm �, w � ZV) 0 Z oo� zmw w ~ + z m a PAINT 6" BIKELANE STRIPE PER to U_ W 00 c� CALTRANS STD. DWG. A20D, DETAIL 39. U-) 1j_ J c=9 •�. ,,;.,� ,.�..�..• .....^.... ....,�.... .....,...�,..,,.��..,,^. ......,,^ ......... ...�..... •.•....... .m."... .......... ^.^.^.. .^.n..,� �.,...... ,.,....,,., ...n,..... ,�..^... ,..,. .,.....,•. ..^.^...••,...�.......m.o,.,^..�....... ^ 'T^ T — � • •• , ,. ,,,,,� ...mt,•::�...�... ..,. �, �.....�.0 ` • • . S T M I M fl Uj ^ . I EXISTING TRAFFIC EXIST SSM _ _ .... ......... ......... .......... .......... .......... ......... _� _� __ _ _W _ __ _ _ �. _ �. W ^ BL _ ............................... ..,..,..,.._.,........ ... CENTERLINE© .............•...,_mm_____«__««__«"_»_ ..... STRIPING 868.08 RIM '• � ..»_�.___." RECORD ��,.--` �`- H� : »" TERL I UJI 3+00 4+00 5+00 ___-__-6 �0 _.............._. .. « ------ 7+00 8+00 9+00 ...._ w ---------"__^..___«_ ................................ r - ,.__ _ w�- "�-- Ap 0 12+00 .._ " ., .... m^ __m.._m^.._- _ __ w_ _^.. M - "- r 11 0 —.p ..n...+,++ •,_ I rfiR..�.d9L — I ...,.^..3 WG 14-+-0& w. _ _ .r„ ........ ......... .... '"�,. ,; x.,. ...yv �,., .• -~armor, •as,.,:.,,. rmx.,:u,• „ ,, ...,,.` ""; :....».... .. ....,... _....,.....•... .......... ...._... ._.,..,. ......,... ___._ .._..... ......,,.. ..._,.. ._.....:`^`•-_ ,,.....,.,_,_.......,,.... ._._.. ,_....,. ...,.,... ......,.. ......, ,.,W... .._._.. ............. _.w.... ........... .•»..,.. ...,.,.... .,�...... ..^.....,. h I 6 F _ w m , 66 {k w oo PAINT 6" BIKELANE STRIPE PER 00 a,,� + R + CALTRANS STD. DWG. A20D, DETAIL 39. w + z a z r• 00 z © w w �� (W) PAINT 4" RIGHT EDGE LINE STRIPE PER a w I ( 0 I Y m CALTRANS STD. DWG. A20B, DETAIL 27B. Z z Fn It��� ��� I WZ Vit? z000 QmW F.... m ri u� I I z m w cwa z w z w O 0 WW Jw _J w JW WW • � D to � ��n� H� Y LLJ� W a L"J w m W m I I tt U `°V U U to U V Q ¢`Z � 't Z4 ZQ a� a� w a� ZZ 5' 14' 14' 5' malf ° p.�....-.=.1 �vy�j 4 o`er �wv TYPICAL TRAFFIC STRIPING NOTE. (D- STA. 5+02 TO STA. 10+00 < ALL EXISTING TRAFFIC STRIPING, PAVEMENT MARKING AND PAVEMENT MARKERS 4b �<vWHICH CONFLICT WITH THE IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE NO SCALE REMOVED BY THE CONTRACTOR. ✓, n 5 ���,� moo`° CONSTRUCTION h A 5� R�� x DATA 5 — 34`36'48" M. ._ «r ` R = 410.00' L --- 247.69' ' EDGE OF 0 20' 40' 80' r � ®„`� g`'✓Ca c,�/ c, « SHOULDER .� REMOVE EXISTING TRAFFIC STRIPING 9� r' (o � C'v 4�, � �� �'� � FROM STA 16+46 TO 20+45 to N , `�+ '�C° _ ;"-r w ��. v a LO PAINT 4" RIGHT EDGE LINE STRIPE PERPoo a'iu SCALE: =40 ham.�v h \ r" jVr o + + CALTRANS STD. DWG. A20B, DETAIL 27B. REMOVE EXISTING TRAFFIC STRIPING EDGE OF PAVEMENT '� X cD FROM STA. 21+52 TO STA. 30+00 PAINT 6 BIKELANE STRIPE PER �+,, » ; C A STD. DWG. A20D, DETAIL 39. oo CALTRANS 7 r ys,f• r « O 5 VRO O 4 i p.. "`•.,•.q t __« f 1"'f`.,,,"-- 'r` A� ^ .::: "mow..,., f�•« `� .., \ .fir ,. ( ✓ .. ........ .......... ........... .....„ .,., E f' „w.n PGE I�;1 S t ""5" 3.. y°5. ...... ......... „, ,„., .. ....,.,.,., .,.... .,...,.,., ....,..._ .. ,..L ... r�ii�"•..,�, :Y $� _•, » ✓ ��i ch ✓ ��'�'1�'V� _l�/�� Q� 1 �°”" f^ 1 -"`-' "'" �z.•«--�- N �'"r i• .,__^^r^ l N ` ' o..� `t " •' ..arc "^,.,. r,. '„,'r 1 1 x -.. EDGE OF Q -.n. '"as - -� 2Q�^,^•,....._..._... BL r 21+00 22+00 23+00 w n _� F �. SHOULDER h Z. ' TOE OF SLOPE -. -��. f _..�_ _ _ m N 04'21'58"E 24+00 25+00 _ 26+00 .�W�} { { t EXIST SSMH » �� °� mi `�. t SMM BL 855.48 607.82 - - 7» `` EDGE OF PA EDGE OF PAVEMENT Q(� PAVEMENT �.. . :="=,.. �6 �t .. r.:'�,r r'. f` f'.✓',.., ..... _ :fF j✓ ✓f if r" ,..f C XIS T' A4 _,_.� 4 ^w.^ g c :r.• t., ..... . M.M. ...c r ... - m, W 2 G f — _ F x.,,. _. w w..,.,.. ✓t.....• ..,.. » — ,, ! j C ST SSMH'"""„ -. s. •„•er. ».,,..,.. .. .......,. ...�.....��... S":d_ ""�`4. �,r i?�' ^"" "�" § .................. ,._, ry1wrt"!• ,.__ ___, •__..�`.�... �•,r' •8J� �l� •_"_`1 •'^«..��`'^�". � � �'�''�� «*.,. ..wl.654 --- ... , rte- _�— F-_y .......�.«� M � r7 ---..__,.,.Tw ate BOX _"•."_" ____ ». .. _ �y �� 1 1 I*FAZMYM�.., �I. At.,..� -..gn41N^ 4AMMY.wPwM! YYrs re I •..�Y.IIP^ - i.,`5 C.f `n..n.�.,..» , 'r ^w•. �'yr^•�,.,•� F (TYPICAL) EDGE OF PAINT 6" BIKELANE STRIPE PER "�""►r « ``�r��� 5 SHOULDER CALTRANS STD. DWG. A20D, DETAIL 39. N EDGE OF ;,;� - - cn ua 0 �, + PAVEMENT { <; �, -, co N M PAINT 2-4 SOLID YELLOW STRIPES & INSTALL PAVEMENT cs, 0 a ± ± MARKERS PER CALTRANS STD. DWG. A20A, DETAIL 22. EDGE OF N N N SHOULDER ` �"`� '� A) r SEE DETAIL "F", SHEET 5 FOR TYPICAL TRAFFIC STRIPING SECTION CONSTRUCTION Z m N DATA `it A � 35'05'54" 04C) R = 573.10' L = 351.06' d4 cn ry REVISIONS SSS CITY OF ATASCADERO a N0. BY DATE DESCRIPTION N"OR TH COA S'T ENGINEERIN G ING"'.1PRS �oN,�� �`� 4��s = TRAFFIC WAY BIKEWAY CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT ca TRAFFIC 29743 W 725 Creston Rd. -- Suite B * Exp. 3/31/99 ,� STA. 3+00 T cn Paso Robles, CA 9344 s CI i� DATE O 29+00 Ln (805) 239-3127 ��1 V �� �- ` 1zzr (805) 92?--8651 � CA�-,�0� DATE SEVEN J. SY T R.C.E. 29743 EX('. 3/31 99 DATE DESIGNED BY: DRAWN BY: CHECKED NUMBER SCALE: SHEET: co GMH CAC 94--156 1" = 40' 2 of 5 r - --�---- TBM ---- RAILROAD SPIKE AT THE INTERSECTION OF TRAFFIC WAY AND HONDA AVENUE. ELEVATION = 851.60 { 0 20' 40' 80' ��� ®� @ CONSTRUCTION SCALE: 1 "-= ' w � � DATA E. 40 C� In = 06'34'31" R = 876.64 REMOVE EXIST I , I + REMOVE EXISTING TRAFFIC PAINT 2-4" SOLID YELLOW STRIPES AND MARKERS L - 168.33' STRIPING FROM STA © STRIPING FROM STA 30+57 TO STA 35+Op PAINT 6" SOLID WHITE BIKELANE STRIPE PER CALTRANS STD. DWG. A20A, DETAIL 22 ` 70:21+52 TO STA 30+02 PER CALTRANS STD. DWG. A20D, DETAIL 39 + + J m REMOVE EXISTING TRAFFIC STRIPING FROM { NEDGE OF a SHOULDER to F STA 35+27 TO STA 39+95 p, 5. co 00 W + A PAINT 4 SOLID WHITE RIGHT EDGE LINE STRIPE '`� M 0` ^ '� C14PER CALTRANS STD. DWG. A20B, DETAIL 27B an `����' f" 'w"` ? € �,, \, un 5 I I I ( 5 EDGE PF PAYEMENT / ��a� ��- .•^. „ ,� r ' y 0 OAK �S �o .�w� arnr e k I" : 1 S Y�� T rr" N�w '^"�^ ...� mow.:. .. .......... .. •"• o.�� 1 L` ^^ «_.. f-i.: ''...y, } "Y'- +,"' !.„T `•.. ✓ m ,., > 4 Wt /ti S \ f, m �. -......., S ^t f i> ^�l��9 ...f D �rA ( p F'" ?` e Y 5h,. ^^ 552 �.ix.1 w�.+ Sl �V` �.. � � »,. .._ ..� .,Y, ... •�« ..•_.,^.,.»_ _ _•. ... .,. -_.._.......,... _.. .,a.n,..,. .uex..m• ,„�a Z an:,ms mn+xT, •; •i. m.; _ `�«' TP ^_^ 77 UQ w"�0 _._. 3.6 ,. _ 37 00 38+00 39+0O �mm __� �01+�S2r._ - ----,� .''./r^y_ �T-- ro--^-- -•3 ^ 3f^„ -3.3•+•x0•..^^_^..._........ L _.w_ .....�_...w._. »'`•• „_..W._..,w...,w 797�-o 0 5 to BL PROVO �IL M` 0 CONSTRUCTION 1.1'6 : ,. «. �. f w _„„ „._«n �/. 499 w t7 m .. �^ w ........ �•... „ rn m ^aaaws w.� » wwwa •amvaa�w�wu•^ •.• ,•AFwAc� � �« ^—auas amsna nAm... :;:x:•a•:: A::nwx Ymw. :a••.:..,. ..,.•::y •a ,,..,....y............. »..,a..,^ ,.fix wex ^ mrnm• .a. :.n,.,, .,;,..,.. :.r. ..:,•.,.,,,,. .... ..........n....... .,.,.,.... ,...,... ..,..,..^ ...,...,.. • ».,«..,. .....,._, .w.w,.., ......,.,. �,.,.. ......,,.. .,.....,. .......,. �,� wen•. (�, t .• SS... ✓ f n, . A\. ..,t..• 1.V1,:..1.. ..,.,. \ ......... .......... ..... NM•MK 'N.nNn '.'".:Y.�"”"".•••'• .V•'�¢y•,NTV.wx'.w .... .......... 1:\. ftlt 'YSmss ..^^^.. w....• ........... ..........`»^..'�.s..u,.•A\.•. .,.w.-•_ .....•,-„ �AC �:,. {.'�' ........... .......... ......� ..,........ .......... ......... � T.......� � �;.,,,.. .......,.. ..... �* �� e t3;.3 � I•' ,: � n.:� ..,•} y.0 xm••mown ...._.,,., ::tn•a•: xwz�,;e w.»rw: gym:::: •:rnn rmr:r;:: .,.. ,. ,.,,. "...'•• ;� ;A•Awn•-:aY�:w�- N.:..>�^�7s^•:,�,...yam,.•^ s�+v tcarc>: 9 r .. . .., ......... ..•.... 1, �vfw _ _ .- ; Jt ..,....., T f l < <, t w_ a t t a Iq ..�.,....,.,..A..., ,,,,., {° � " •. �... REMOVE EXISTING TRAFFIC STRIPING � �oa�c� - 0 FROM STA 45+22 TO STA 56+06 ���� �, (TYPICAL) d �► PAINT 6" SOLID WHITE BIKELANE STRIPE � �,Z w `��, LO cv r„ PER CALTRANS STD. DWG. A20D, DETAIL 39 + + tet-0 ¢ 0 n N + M C'v� °"z w rn + co w 0< � r� d OD z N r7 to+00LO Q� Q to CONSTRUCTION a z 00 DATA ® = 35'05'54" w o R = 573.10' L 351.06' SEE DETAIL "G", SHEET 5 NOTE: FOR TYPICAL TRAFFIC STRIPING ALL EXISTING TRAFFIC STRIPING, PAVEMENT MARKING AND PAVEMENT MARKERS SECTION. WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE REMOVED BY THE CONTRACTOR. { o)LO tr ti CONSTRUCTION k ' c7 w n DATA d �, A = 37'08'49" p0 a w PAINT 6" SOLID WHITE BIKELANE STRIPE + , ¢ PER CALTRANS STD. DWG. A20D, DETAIL 39 00 00 R - 632.57 L = 409.69 " EDGE OF EXISTING PAVEMENT in w �} EDGE OF 0 A + " m , PAINT 4" SOLID WHITE RIGHT EDGE LINE STRIPE SHOULDER EDGE OF PAVEMENT 0 v U' PAINT 2--4 SOLID YELLOW STRIPES AND MARKERS ¢ c,-� PER CALTRANS STD. DWG. A20B, DETAIL 27B PER CALTRANS STD. DWG. A20A, DETAIL 22 cn T- oo zs �_• _ o u. } «.. .a. � � �, ,..•„•,.. ,.,,w_^. ....ew..e.,ww`..Sp ,�® ,,.,�W.,,y.rw,. •t ^ .nwa,�' i •a-^"'4 ,x..,..W,...��',^.� .-""," .. ,. ,.».. w ..,•,•,,. ,,,,,,„gym Mveaw,.A tth� „.....,. •�..�.,. ..,....y. �,`, ^ ..,....., �.....,. h.'t ,...,». � - . .� _------------- ...�.,. � �S ..._w... ••v a >,� . '•''`_ ,.. •t, ..•"^`.,"" „.^.. ,.,,.„„ a:mua. ,' a •»-•.•„ '" _., .- ..,....... 55,,,,..6 pp` .._...,. M..,.mm , ..,. ....w......... .....".,-., w ---,. t :c,o', �.r.� i r h[ ..x• n'• '' `',,,.'"' »,..._ ^"•••••^ .,...•+w" '..:• ^ ...„^ ,.»„_„ ........^,,w_....__ L„i t„S,✓ .,...., m.. -» ., _- w« `�""t"'t *'• � � ..€ t i� t r trna�".aG+'�' e t f .,• .,«,,,..,,.-,n..„„, ..Mme+ ..rmre x•. _..,... ...,w.._w_»,.....,. _..w .,., , ------ --,-» -- ««--_..„ w ••^ .. �i '(Y� ` ,.^,aTt•,.,,,,,,� ...1..^..s��.,...««.x,,,..�(•:....... `,. Y:.Y .xumb+t.,n+ ...••r•• ,,,••-""`"✓~e ^ « Krr „ "k ,.... .. ^ .,. ., - „_..«_.,....__....__.. ... •.,.- -r ,. •>sF. aczY a smm a•,uuca xsa+rAu •:e r:.c ::•;x'Mr•vAwvv�..anrn.•mxT ac..mx Tammx..aa...F.�.nuc:... •xaivrti.. 4 cr:. rzamr 7 ....._ .W.._.. ...«•... •i`c3 5,, � }f7 ,,,wmm;.. +•a .., t" .-"' ....__ -,„.... ......__.._..., ......_.,»w ...,«.,w_.....,.»...,,. w_.. .. ----'..,.^..».., ••.n..".�....w o �.+� .....,. «...._. -•-»,_ _^..... ........ ........... ......._ -,..,..... _........ .,....«. ....,.... ,._...,., ..w..... ..,..,,.,. .......... newt w ,.»_T,. 7.,..•. y+ ., � L.t�/"''�pp ..` "„'•^^ -•..^,.. ..,.,...,... -, .w-'" ....._,..._ ,••..�...'. ......^.. .»._.... �...�. .......... .......... ^^„...- ,.«.,..,. ......^^ .,»,.,« ...,..,.,. .^.^.,.. ....,... .^,....» .,..„., ......,» .,^,.�.. ^•,,..,^. .,,.,...^ ..-..,.-. '-•.� -.., .- L1� I ,,`� �wm�x.,;.&xx>u• •„,mm manta„nn:a:v..` .,.....,. c r ,,/� •„„ ,w --...... � ...,....^ .,..,..,,.,. ...,... .•«...." ,,..,. ....,. .w....,., .......... _�_._ ...,^.... •....-- �.�.. ._._._ .......... ._....... ....._... ..,«..... ..,..,.... ... '•S"'"�� ...� »�»: •» ..«"..^_,.»......W... "`"�t• •I" .„ I ,.,� ,.... ... ........... ..........i.x•.„.. _...._.. w.....M �` �y,...^""" '` .•'"mwR {1 j �-- " ^--^^--,^ f +0Q -- +00 44+00 45+00 46+00 CONSTRUCTION 0 7f.pp- 3e2 g+Q 9 X00 ^ .,.^ __.... �.^..^".^._"�".^.......,..,... y _.... w-4 N 1 9 02" E 4 Q e 4 �Q S•}•^•+�,yi ..,..•,,,, ..^.,......Y•-..-..-„ .......�.. ^..? ............,«^.. J."nY B . S •rr ' «...^,...•..•.W..••�`,.„... » `�4R „,. ^VY ^...,."_w_«_....»_ f• ,.. ... , f � »933:6• »...._ „'' '"xut,y••. „., Y�-,.^.. ~•V ^ ••..a,w+«v++r. •?• ,«,..•, ,...,..... P* .. ^_ ^ .._...., m.._.,. .. �L.`t,C;".,j,,,; yy Y"F ..r/' 4 ,�,.._.• .,....,...., ^�.^-_••�•4 n �"{_ � ,,,,�"��'� mw'xmrm•^tt 4�• mxrxx rmr.:. .A....a. x. ........ .nx:..\.. vn � :m,;;.:s ,M+m+r.+•-nmanr ^•rrxca.Y-grst::;e•�•••••n;••�..xvn••.+:mmY•.erxn�n•<”<A nxY. xmep.. xd..� sms•,n p� �+,, •.^.._..,.„„,..,...^.-., t ,-.. ... ......._ � ��••t ••,,. f ------------ �y.rnr., (� •�} t,� "' _ _.,.,-- _---„��S .�. .,�' e ...�1 r_..,'7... °,,� � Fk�� E.e,,,r,� ..-«.. ,,.,,,.. »..._..,.»w.. _ ...m» «., „» .......... „_..........--------- 4 ` �•`s w .e a�{•�� ,.... Wil ....`.:.A:.,...........�e ..........� . �..�......,.... V ...� e ._._.. ;" ,. ..m ....__.,.....-•N ry- _ •--._ „ PAINT 6" SOLID WHITE BIKELANE STRIPE ` ® °`•® F (TYPICAL) ��'�4 1WWYVW---- «n r. PER CALTRANS STD. DWG. A20D, DETAIL 39 S \` 4 ® 5 -- EDGE OF r,``o� EDGE OF PAVEMENT w 0 REMOVE EXISTING TRAFFIC STRIPIN� � `� REMOVE EXISTING TRAFFIC STRIPING FROM d Y FROM STA 45+22 TO STA 56+06 ®'�►o `� Q ` SHOULDER ���h� STA 40+44 TO STA 44+70 0 cn az z ¢ ``•,� ��CL ,� ``o tet- � -j Y z Wim& �. 1 I �«� N zX W 0 0 0 0 20' 40' 80' SCALE: 1 "=40' REVISIONS NO. BY DATE DESCRIPTION CITY OF A Cu 0 cu OR TH COA T ENGINEERING U, QRS SSIN IN' �Nq� 3. SY �`� ��Fr TRAFFIC WAY BIKEWAY CIVIL ENGINEERING • LAND SURVEYING - PROJECT DEVELOPMENT 29743 TRAFFIC WAY 725 Creston Rd. -- Suite BXp. 3/31/99 . STA. 29+00 TO 54+00 DATE Paso Robles, CA 93446 ;v�� �� Af7 (805) 239--3127 ;1 �,� �� �� '� DATE STEVEN J. SYL TER R.C.E. 29743 EXP, 3/31 99 DATE `n (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED B : JJOBVNUMBER SCALE: SHEET: `O GMH CAC 94--156 1" = 40' 3 OF 5 LO C a ------------- 1 � p)U-) co (m t W ')L0w I`► J Q Q. CL aw REMOVE EXISTING TRAFFIC STRIPING z 1 I in w Q iilf, z Y M LL FROM STA. 45+22 TO STA. 56+06 En w I ; -' CD + W J apo + PAINT 4" SOLID WHITE RIGHT EDGE LINE STRIPE Q m + co a N ( : N .d- is �. cO m � PAINT 6 SOLID WHITE BIKE LANE STRIPE PER CALTRANS STD. DWG A20B, DETAIL 27B � �, �✓ •�- r7 z00 (n 00 LOPER CALTRANS STD; DWG. A20D, DETAIL 39 �+ �] �+� +� 4 ( to �� `, ► `r 6" P C PAINT .2-4" SOLID YELLOW STRIPES AND MARKERS 0f f f.0 PER CALTRANS STD. DWG. A20A DETAIL 22 0 _ r ."•� f , . , EDGE OF PAVEMENT ``t t ``t a <r ®f°°e.y+ ,.• •3" g �` �if lj •♦ ' i� '- x 03 , 'aqy^�, ' !^',� g,•^ S � �Jj r'�• .,.....,- ^.»...._ .''' r 3y�,r•t<'t ,,,_„ .......» tii r J• �,� �.�t.i 'E °, tet, ^dim{,• ,.' i ! ...�.. ,{" ,.,..,,� r���•` ', °, '`y 1 F 5' _{{55 -" +'' ...,,f rc.f.ff .M....-. .• , ,,�� .•✓'� rr r �'ty. `+. �'ct , A , �,t ;•,NyC,�tyy,<� r .englr i!. , �•w .. ,r''" �"b. ...,...\t'....,...,, ...,..... �...... -.»..». ,-..-.^`'� ..... .^.. i ..,,.^». ^ ..»....... ........»� .,......» r" n.....,.. ,,,..,.,.. ""f `� �; �'...`' ^......., ,...•.».. »...^... ...,..,,.. �"*�',"* ,....».., ....,..... »»n»., ........» ,....,,.,, .,-•^"^ '/. .`,`�.,, �'..."' n.•..,... •,»,..... ......».. ..»,.,.,. .«.n».. ........... .....»,.» », .......... ...,.»..., " CD ».'"'^+..,,,K t t ,�" , " Rttxa�.y� f r<• i "aW" ` ` ..,...,. .. .ty..,.,, t' !1 •,y ?' ,,,«., mm'rJ "'"', EXl SS -`'.w""• " a,un �w �♦ L" �q w.,.. .wt,,,,, '� n,,,nfa.,,,, i< 4 ty M..�.. ........ «..»». »..•..,..�,,., ... .......... ........... ........ ..... .... ....... ....... ....... ......... ... .. !V/ '^w„y ....+• •,., .r _ ` 1 1 T....._ 5:�f� .w 819.�2 RlM wv .,. w 777 IU _ 56 '°00 5�+0�. 62+00 -'_ 65+aa 11 N 24°4a 08 W B 66+00 n.. "�'^ ,..S�, �.. �..•• 4 , t , f S �^•^•^••••3^.....^.,»•».......«.,......Ri.................w.......,.........,.:f»...n......•.».•w.,. � ...,»,»....,»..,....,..»....»..»»....».... ..,.`J.. ....w ,............... .....»....�•••••..• .' I CONSTRUCTION '' 11 "" w 82 to �� �.t». }fh`,d ••E,.,,:y "'°a••cm s<.•.�ip,.'acvasn a"•'- 9 ------------ 11 'nJJ ;jt-�•a3•xax».p•:. t..".�,. `r f`'•'r ' !J" i ..- ••""` w_.... _»_•.,,r_«., __- I .w..w.. .meg ..»...,>.-.;,,.•» _................... _.. t � 7 < S r ",�•„c .- „, •,.,.:wu m.,...,....^x�tta�-•>�rnwi.^xo.w.wn ........,•, a�w,w,v..,.,•..... .......... .......... .......... t., „w,wN ,«ww" ,..,ww• ..,,.., „., ,.»_•.._ ,, r -•.•„•,�-.u..._� < �; ,�,<{ �., ,t�v: ,t.., ,.�,,,' ., r:a+:,�it'�st�w.w't•;�n:,::,,� .tm,.,,,,...,, •-m m-,m+r� ..�.n,•it3:;•M�,•,;�a,•..uttinr-n - -.,». ' .^' t f i® r.. `r �.. arriaw,+t.er.r ..,.. < .w�.w....r r` V`s�'Sr d www.�... v _---»__«-W� �., - �+� ✓',r -'"^'^nm+.w w.l.:.":'`i'rf, ® ..w.................... ... ,,. !'`?•”? �w.."'"i""" «,�.rr• .,.......... rn�.w...... a 3 .,, _ y� }( W ?�. ^"".`;,� "" ww»Y x u w w .....,.,m x x x {p ,'�:`{ r t r }( t... .. ....... .. .�• tom} 3 } 1 1 I I ( A £ PAINT 6" SOLID WHITE BIKE LANE STRIPE 1 1 EDGE OF PAVEMENT (ltll ! PER CALTRANS STD. DWG. A20D, DETAIL 39 1 1 REMOVE EXISTING STRIPING t 1 ; FROM STA 56+40 TO STA 62+55 ; F r 1 1 (TYPICAL) EDGE OF b' REMOVE EXISTING STRIPING PAINT 2-4" SOLID YELLOW STRIPES AND MARKERS J 1 1 5 SHOULDER FROM STA 63+10 TO STA 68+95 0 PER CALTRANS STD. DWG. A20A, DETAIL 22 z 1 1 pdz1 1 i I 1 Z J tnW� 1 I JXst W 1 1 na J CDC 1 1 z�x 0 1 SEE DETAIL "G", SHEET 5 0 20' 40' 80' FOR TYPICAL TRAFFIC STRIPING NOTE: SECTION. ALL EXISTING TRAFFIC STRIPING, PAVEMENT MARKING AND PAVEMENT MARKERS SCALE: � '�=4C1' REMOVED BY ICT THENCONTRAC COTH THE NTRACTOR. SHOWN ON THESE PLANS SHALL 8E °r si e o zz_ / t I 1s, ® z ,` 15 •� a I a`�. wfr- 5 CL 0 OC r_jj� W �' / l` J I ¢ mx " �w \.r LU W I �� 13" t ��f " ,` �,, ,�� PAINT 4 SOLID WHITE RIGHT EDGE LINE STRIPE ..- ;> } f i f, @ N Z �,� I �, p� F'f, ��`sem f' PER CALTRANS STD. DWG A20B, DETAIL 27B EDGE OF + p �, to ® {1 t t + + + �p�� e� s� ��,s �` SHOULDER + + <;i ` � 'r CONST. A.C. /iJ" \���� ` �'�S�C� �`�� ��f� ^M,� 4 �`�i�Ts w C' M �'�t� ;'3a.» ��� m ' , to 0� DIKE PER CITY ����b „ r '� - ^w " �' S� EDGE OF PAVEMENT 6 '', ,s 5 STD. DWG. NO.418 2� .. ; --------------- REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26---92 3Z1 0 92 EXISTING VALVE BOX AND COVER 4 EXIST. 18" CMP mry T \ CONST. DROP INLET # : 1 ; � 3 � , ,��� ; � \ PER CITY STD. 502 r� ; 4 I \ A \ INCLUDING WING TRANSITIONS . f= AND P.C.C. CURB i o s z F r x '� _ INSTALL SIGN \\ \\ ;�r WA t I Q A.C. PER € ; PANELS PER » i sa r ry �nCN ; EXIST. 18 CMP — — EXISTING PAVE-OUT 701 ; 0 Wit- PLAN I- — �— — -- — — 7 � F.H. A.C. SEVERT RAL_ � 18 rrn r rrr rrr rrr,o.r'`7 4• �F yr rrr'rrr rr frrr y'fr^' PROPERTY _ Fx.ar`...f m ' .r,. 7 2' MIN. SAW CUT 2'X2' SQUARE LINE w O Z PIPE ,JOINT (TYP) ,; { 3r FINISH CONSTRUCT P.C.C. COLLAR; �, T I GRADE CL A, 6 SACK, 3000 PSI 12--I 1,-6„ MIN. I '~ s � L — } WATER MAIN I SALVAGE EXISTING VALVE BOX AND COVER EXISTING I€ r- r3 _-- - -_----- ETER LOCATOR WIRE TAPED EXISTING STOP �F,,TACHED SIDEWALK OR CURB ONLY WATER I ;' TO PIPE (AWG 12) GRADE CONSTRUCT P.G.C. COLLAR; CL A, 6 SACK, MAIN 'I - EXIST. 1299 3000 PS{ A EXIST DROP INLET { t .4.. NS . IKE REMOVE SAW CUT .__ ........ _ ...,...,�.«......_ _�.,. 4.4. ; A.C. DIKE AS REQUIRED TO �,,.,,.., .... 3 r.. ;€ ...�, CONFORM TO EXIST. f A.C. DIKE. >z n, • A = PLAN STANDARD NOT TO SCALE .,. a p >:, d 00, SEWER LA�ERALd Z GALVANIZED IRON PIPE <r y,r ` dr♦ r, �¢ FACE OF CURB EXIST. FIRE SERVICE PIPE 5 aaui r PROPERTY Y 16.40 CONSTRUCTION r �c9 CENTERLINE I 30" MAX. LINE Qo ©z CONSTRUCT 6" CL 150 C900 PVC PIPE i•,, mcn F.H. 75 _T_ $�, CONSTRUCT 6" ( 12"--1 � 1'-6" MIN. CONSTRUCT THRUST BLOCK, c CONST. 6�Q P.V.C. CL 150 1813.0 S.F. MIN. A.C. PAVE-OUT 9 RISER I; �� < WATER MAIN _ > METER CONSTRUCTION NOTES; EDGE of 77 STOP A.C. PAVEMENT U DSI EWA CONTIGUOUS -- — --- - -- -- EXISTING WATER RD AND SIDEWALK — � 1 CONTRACTOR SHALL FURNISH AND INSTALL BLUE 2-WAY REFLECTORIZED �, I ~' — < � (� EXIST. A.C. 5 4= VALVE ASSEMBLY I/ \ RAISED ROADWAY MARKER(S) AS DIRECTED BY THE ENGINEER AT EACH HYDRANT (HAWKINS -RAY-0-LITE V16C-DB" OR APPROVED EQUAL). .._......._�.. :.�_M�.Y�_T.__ ,f{f'.�`-- -___-_ - �\�T/TTT�T� Q ALL EXPOSED NUT AND BOLTS WHICH ARE BURIED SHALL BE COVERED WITH 30 MIL. q , PLASTIC. 2' MIN. \ I _ - €,.. . tYi ----12" GLASS B --�. 41. 41 P.C.C. < - `- - - PROPERTY `�F.H. Q ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. �� , < » LINE , EXIST. 18 CMP ALL CONCRETE SHALL HAVE A MINIMUM 2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS. ADJUST LENGTH AS T 1/2"4� X 4" REQUIRED STEEL PIN r 1'-6" MIN. INSTALL SALVAGED FIRE HYDRANT. r � ar ' MIN. REMOVE EXIST. DROP INLET. rFr ADJUST LENGTH OF EXIST. 18" CMP AS fZsrir r3i�;r ti f�,; WATER MAIN 5C FURNISH AND INSTALL FITTING REQUIRED TO ADAPT EXIST. FIRE SERVICE METER PIPE TO 6" PVC PIPE. REQUIRED. STOP WITHOUT CURB AND SIDEWALK SECTION A-A NOTE: ALL BOXES ARE STANDARD METER BOXES. NOT TO SCALE DRAWN BY: CITY OFF ATASCADEROHOYDRANT SKIN POST CONaTRUCTION DROP INLET RECONSTRUCTION WATER VAL.V BOX ADJUSTMENT R.A.L. ENGINEERING DEPARTMENT DRAWING NO. �IR� RELOCATION DESIGNED BY: S.J.S. NO SCALE N0. SCALE NO SCALE NO SCALE DATE- 92 WATER SERVICE/HYDRANT 701 FILE NAME: LOCATIONS AT701.DWG A - CONSTRUCTION PER CENTERLINE �`'� r -- 701 I `� EXIST. 18 CMP 5 3 8 4 N FACE OF ' STRUCTURE 4 r�\ w w I CONST. JUNCTION STRUCTURE. w ORIENT FACE OF JUNCTION \\ z �w < B �' _ ' B STRUCTURE PARALLEL WITH ca a z- z —� CONSTRUCTION CENTERLINE. r - - - - - i 6 . -- vUj , : = v V) w w a EXIST. 18" CMP i i x�� m zc.,>N� �� -NLU m� �--¢Uj to w i-- v"�¢off. U 12" MIN. 7 z ® � ,� ' ( SAND COVER \/\\/ PER PLAN CONSTRUCTION n- to z ¢ z a J CENTERLINE OIQ w Z tt SPLICE `' :.;.:---�':;. >: : \\/�\`�/��`�/ 12" GRAVEL BASE 11' U.O.N. 11 (U.0.N.) 4 PAY LIMITS VARIES 5' ( ) 9 `` - • , . . . - . _ ._ . - � r\r; A.C. PAVE--OUT PARKING BIKE TRAFFIC LANE TRAFFIC LANE BIKE Y^ti. " MIN. LANE LANE A � _-� ., _:� .�• -:: 1 6 2 SHOULDER 2.5' VARIES ALHAMBRA 26"x26" A-2017 TRAFFIC i i:: .;.: SAND BASE COVER AND FRAME W/ LOCK SCREWS ? ' EXIST. EDGE- » SAWCUT LINE �� .AN OR APPROVED EQUAL r OF-PAVEMENTDo- 12 :� NOT T(� SCALE �p'�• o CENTERLINE 14.32' CONST. � STRUCTURE CENTERLINE A.C. PAVEOUT A.C. PAVEOUT 8sss CONSTRUCTION NOTES: �.'.J FURNISH AND INSTALL FITTINGS AND ADAPTERS REQUIRED 2.5" MIN. A.C. A.C.EXISTING I z TO CONNECT TO EXISTING SERVICE PIPE 99 I 4 ff HYDROSEED I I 24 -7� EXIST. A.C. - — 24 ( 6"(TYP) �:J ADJUST LENGTH OF EXISTING SERVICE PIPE AS REQUIRED. 2% _ I I / I 1" POLYETHYLENE TUBING (5/8" TO 1" SERVICES) FINISH GRADE -••�t-5 � __ �.-- --- ----- -- \ A.C. PAVE- \ I 2" SCHEDULE 80 PVC 1 1/2- TO 2" SERVICES � � 4 REINFORCING STEEL I 'I ( � I OUT � I I � ' I ( / ) ° AT 18" 0/C EACH ANGLE STOP (SALVAGE EXISTING) 6" MIN. WAY I I \ / I -- _,1 I I \ / `` I 4 CUSTOMER VALVE (SALVAGE EXISTING) EXIST. GRADE 1 �. CLASS 2 AGG. BASE �, �- - — y �< --- �' ` ' < �; g" METER BOX (SALVAGE EXISTING) 1' �- --- -- "r COMPACTED TO 95% —L.�4 — — < ` ADJUST LENGTH OF EXIST. 18" CMP ADAPTER COMPACT UPPER 12" OF TYPI'AL F"IC T I ING AS REQUIRED MUELLER H--15456 (5/8" TO 1" SERVICES) 2 MIN SUBGRADE TO 95% REMOVE EXIST. Q ADJUST LENGTH OF TRACER WIRE AS REQUIRED TO ANGLE STOP FILL MATERIAL STA. i 6+5O TO STA® 76+5O NO SCALE JUNCTION STRUCTURE COMPACTED TO SECTION A-A SECTION E-E �8 METER (SALVAGE EXISTING) 90% NOT TO SCALE NOT TO SCALE 6' MIN JUNCkT1O'NRECONSTRUCTION WATER METER RELOCATION H/ NOT TO SCALE NOT TO SCALE r� cn 1 REVISIONS co Cu cc� QgOESS/pNq� NO. BY DATE DESCRIPTION CITY OF A Oli ftT INCo. 4� . SYS TYPICAL A.C. PAVE OUTRTHENGINEERING% �. �� �F TRAFFIC WAY BIKE. PATH, FCIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT �S' NO SCALE 29743 DETAIL SHEET � * Exp. 3/31/99 *, 725 Creston Rd. -- Suite B DATE Ln Paso Robles, CA 95446 s C P 3-�! `-'9T Lo (805) 239-3127 �'�T�' '� Q��\ DATE STEVEN J. SY STE R.C.E. 29743 EXP. 3/31 99 DATE OF CA1_\F .� (805) 927--8651 DESIGNED BY: DRAWN BY: CHECKED BY: JO NUMBER SCALE: SHEET: LO GMH CAC 94�-156 AS SHOWN 5 of 5 cn L