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1992 - El Camino Real El Bordo to Jornada
1— Q C7 Q D 17 0 VL AV E. F U1 Z C)W W Y Z2 0 m W t) Z "' W in Lli _j d V) w V) :2 V) :;;z WQW <C WW R A L rvT RO ECT CAMI R AD IMPROVEMF. Mak """' P EL Y N------------ --------------------- U. > U • ,, t, bl� cs Xll (L 5 . L E E ------ SHEET INDEX S H E E T N 0 . D E S C R I P T I 0 N SYMBOL DESCRIPTION STND . DWG . TITLE SHEET �m T L H E T 417 SIDEWALK TREE PLANTING NO. 417 2 STANDARD IMPROVEMENT NOTES w rn 418 STANDARD CURB NO. 418 3 STREET IMPROVEMENT PLAN AND PROFILE mwm% 419 STANDARD SIDEWALK NO. 419 4 STREET IMPROVEMENT PLAN AND PROFILE �� (V w ml ED ® 5 STREET IMPROVEMENT PLAN AND PROFILE y,.r • NO. 420 ® ® m 420 SIDEWALK RAMP fi STREET IMPROVEMENT PLAN AND PROFILE m r) 421 CROSS--GUTTER N0. 421 7 STREET IMPROVEMENT PLAN AND PROFILE « 2Z Q ® ® 8 STRIPING PLAN �C 423 DRIVEWAY APPROACH NO. 423 FOUNDED INCORPORATED � � 1913 1979 9 STRIPING PLAN STANDARD STREET SIGN N O. 427 ® ® '-' 427 � 10 STRIPING PLAN � cn 501 STORM DRAIN MANHOLE NO. 501 III i1� III I'' 11 CURS RETURN PROFILE(S) AND DETAILS 121:1- a Q C-11 502 STORM DRAIN INLET N0. 502 ~- 12 STORM DRAIN IMPROVEMENT PLAN AND PROFILE w boem CA D .E 13 STORM DRAIN IMPROVEMENT PLAN AND PROFILE CD 510 SIDEWALK UNDERDRAIN NO. 510 14 DETAILS w Q 702 BACKFILL REQUIREMENTS NO. 702 15 DETAILS •. , 101 PASO ON ROBLES 46 ° .• °, DAN HOSTETTER VINCE REYES PACIFIC BELL TELEPHONE CO. FALCON CABLE TELEVISION CO. CITY OF ATASCADERO e°d 46 ATASCADERO 1 . , 4141 �' z PROJECT LOCATION % MORRO BAY RUSS CRACKNELL BARRY HOLMES _ .. - ,y *,w 0 G� SAN LUIS PACIFIC GAS & ELECTRIC CO. ATASCADERO MUTUAL WATER CO. ° PROJECT SITE a OBISPO ` W •', NTA � � � � a • SA w 101 MARIA 66 NEWJOHN MACY MIKE McCAIN W W CUYAMA `+ U A SOUTHERN CALIFORNIA GAS CO. ATASCADERO FIRE DEPARTMENT z _ 0, TA SISQUOC 'W APPROVAL BLOCK W 46 BUELLTON � m J LOMPOC APPROVED BY THE ATASCADERO CITY ENGINEER LL PT. ARGUELL® ° ° ° • 54 SANTA ° GAVI OTA BARBARA 0 A� PT. CONCEPTION •• �...5• •••�®.e �"-•••° • GREG LUKE CITY ENGINEER, R.C.E. 24873 EXP. 12--31--93 ldwft �L A T J VICINITY MAP --- � ld CJN.T.S. a N.T.S. __-......___.._....______.._._____.� a r_________— -.._.--_ _?___..._.._—__._.___._.._,._—_......._._—.T........______.,.____—.....___._.,.._.._..___._.,...-._....___.,._....,.._____............._.T_�....,........_---....._,.....—____—._.._.,......_____.....____._........__...,,_....____j____ -.___... _._____._ ____._. .. _..._.� _ _.___---...._ ___i__.. . _____._.______._. ._ __ I Lo 1 CONTROL MONUMENT I I I ! EL=939.14 CL BC MON I I I I i CONTROL MONUMENT o 1 STA. 306+89.28 1 I ! 1 1 EL-951.07 CL MONUMENT 1 I I 1 l 1 I STA. 332+86.02 I ,m ! CONDOMINIUMS I I I 1 1 ! v TRACT 2061 ,� y 1 l (IN—PROGRESS) I Lwaj �� I ii l I i t ImoIur�s CHALK MOUNTAIN UQU R 1 I o I �� i .i s ' ' _ _ ____________ _____________ I l�waw..re..mr.r.rrm.rrar.rrr,.�w ' ♦ �._�..._., �.__-...»_..__»-.. I I I ' ' ®amens m moa mom �m I mmr..r• •m.r emmm>.•r...r.• �� ` r �rA ww m^..w m ww w •�.rw�....wrw.m.r.�.� ............... ® J m®m a®®mamir rs�mrr meat mwmn mwnrmmo mom®®m ®m.rr mrnmaruwmmsr�m I 9�6uxin __nwnm ww a.e_r.i iLPr r i r11P 9R9RRi9rlfYmr0l16W rR7r�lrVri11.7S�t716�__`_____ � -- i y. C.-4.moi..:A<11�77F7KmI r:iL�lSC.sFS' �L »�---_.,.__.-_______ ! .................«...........1 a- - _w .- ---+-- w_ .-+®_ - -».e -+�--- - _^.-^+ - _ �r _ 317,++,00 .»M—-� .......* _ I ^--r—-----�-WE ti. _ _ ..�. _ ►- - _ »..-a--- r. .. _.-w—.. j PROPOSED RAISED MEDIAN _- .-._--------_..Y.,...�...,...____._—__--------------______—PROPOSED RAISED MEDIAN I I PROPOSED RAISED MEDIAN ROPOSED R 1 --�. I 1 I ------.------------ ' i - --- -__----_____ _------ ---- _ i — --- .�.?.M^ I ----'L'•m•�__—•--- ' _ SCALE: N 0 N E a..r. w.ms.r.r.m..mmar ar.. » nin1 1111111011111 ` ' 1 I I ! I l I I i i _ 111 DATE: 7/15/92 J.S.P. j ATASCADERO STATE HOSPITAL I I I ATASCADERO STATE HOSPITAL FORM"�I i it l 1r d i I I I I _J I � ' nA^ h II , I I CASA GRANDE APARTMENTS I I I 1 1 MOBILE. HOME PARK wovws FUTURE (d et H.U.D. 1 GOLDENWES COMMERCIALPARK I JOB N0: 91--fi11 I I I I I I ! I I l l I I I I i IEETI SHEET 7 AND 1D ! SHEET I I 1 T 9 I .._.._...___�...�...__ ._...�..____........___._.._.___...,......__._._...�..__._.........._.__.i._..___...,..........___._..�..._____e._.____.....____.._._____»........___.�..._._.i_.__....._...._____._......._______.......-_.___._.,.____.........____... —L—....�......___......_____......____...�.._...______._..______.,._.......______..�....,.....,___......,....—__,__.._...,...._____............____.. --_ S— m E E T A N. U 0 N T H 0 L P L A N I X N.T.S. OF SHEETS et / e INDICATES A.C. OVERLAY TO SMOOTH TRANSITION ' f ®>� ®®' JBLDG. --� / 0) i i v I ® _j I' v w , t W 1 , ,% q�'® �° + n I ALTERNATE �.� INDICATES NEW STRUCTURAL SECTION AS NOTED �, QL o f 'f T R A i C T 2 0 6 1 Z /• -� _ ;RELOCATE EXISTING SIG�'AGE WORK IN THIS AREA TO BE t �'J WALL N 0 ' 'EHIND PROPOSED Slj)tWALK--- ( IN-PROGRESS BID AS SEPERATE ITEM. CITY ®w INDICATES REMOVE AND/OR REL LATE PER CITY ENGINEER i...d�-®® cn DIRT ROAD /�•�°~~��^^^^��•��� MAY ELECT TO INCLUDE/DELETE N --' ,�' ,-' \` AT IT'S DISCRETION. �' zuj ++ ; -',/® ® I REL�CATE EXI,a�`lNG FIR�•°I�IYDRANT �L.] F _J o J BEH11�{� PRO,I''OSED SID ALK IRT ROAD I °" m w . . II w W • .. . r w..w .w.r. rmus.r °� ASPH. s..• �.�... err ,�•. N33. 0�.0.: E-^ d ,� ® WARP PROPOSED CURB TO MATCH EXISTING CURB, WARP PROPOSED CURB TO MATCH EXISTING CURB, NON-STANDARD WIDTH EXISTING � RELOCATE STATE HOSPITAL BEGIN TRANSITION 20 FROM END OF EXIST. CURB. BEGIN TRANSITION 20 FROM END OF EXIST. CURB. SIGNAGE BEHIND CURB, ,� d- O �, SIDEWALK TO BE REMOVED AND v� 0 r0 . REMOVE EXISTING DRIVEWAY ARRROACH AND 10 REPLACE EXISTING DRIVEWAY APPROACH IRAN- REPLACED (THIS SECTION ONLY) a BLDG' SITION AS REQUIRED AT END OF PROPOSED o' Lo O N = OF EXISTING DRIVEWAY, INSTALL NEW DRIVEWAY r m + O 0 o C� ,/� OR RELOCATE EXIST. POLE GUY ANCHOR(S), AS REQ D. + r� + J SECTION TO MATCH EXISTING m+ w < CURB AND GUTTER 00 0 0 t° N FATHER TO 1a-- M i CONCRETE + BLDG. + BLDG �.,� o W �- I- A.C. OVERLAY, THIS AREA ONLY, F ,� REMOVE 10 OF EXISTING CO 0, V) MATCH EXISTING Q Z WALK, INSTALL NEW SECTION TO to N w ) MATCH EXISTING A PH. _ ASPH. < Li (na mw Li DIRT C. IRT v � �- LIJ SLOPE EASEMENT ' cn S w •.�- o .31»E 52� $� �_._.. -. _-- S33'�2' _fi5.30 __N2fi'0 W -._ 3_8.3_ -�-•• PROPOSED CURB, GUTTER 8c SID WALK > FrT_ _ �"' �'- 1 I I EXISTING SIDEWALK PROPOSED CURB, GUT SID .: AL ® RELOCATE EXISTING O• �, •°� ROP D CURB GUTTER & SIDEWALK W �" I 4.2 ® 419 M IL OXES I1 11 EXISTIN IDEWA K C� - P 42 - 220.41 L.F. L ®• °� 3.38 L.F. 10 -- --------_ W PROPO sE0 36 H CIO .D.P.E. STOR DRAIN N l" 77 • ~i _ ° Lli EXIS 1 N G SIDEWALK > �__(_J � � ,� s � ✓STA. 20+45 C � � � w 4c' O > / CUR rADIUSY= .75-. ,, , 4.2 A.C. 9 � a .� x %9 % s " �''� `�� N"� "��° cP fit, `S.� 14.5 " CL.11 A. . �'�-° j -�j°�,�� "�S, .c� r� 0 ( ��.cP��' c� / C.L. ®FF-3.69 C.L. OFF.=5.25' c� ,� •�' U c� •� cn '��, , , a '� `�. �°' a®__. ; - .- .� _ - a.e - ._- .� __- / �'....---_.�..._.s',,� TRI M/OVERLAY LIN E_� � ® .._ �i._.�' 7�,._ � EL=s31.7s T.G. , ca ��.•cp � ��`,� �zc' ��`Q STA. 319+96.23 / Ca to �. .� .�.ter�.- ..�° . C,�' 217.27' 30.00' 30.00' ._ _ _ ® _.30 0' R >° �' 50.00' STA. 321+16.98 s� -fi �i s w z v `d EL=930.94 T.C. -- -- - C.L. OFF=4.50 � �j` S� ooh >, c `� STA. 318+98.78 S A. 319+28.78 J ® CURS RADIUS==1.20' EL=933.19 T.C. 0 �y ,� W • ® Lo w STA. 318+38. STA. 318+68.78 EL=929.36 T.C. C.L. OFF.=4.80' F"' ,. . O S�n� 78 EL-929 80 T.C. g� •�� � ' g`li 317+ ® �,` ° 318+00 0 EL=928.49 T.C. EL=928.94 T.G. � INLET DETAIL A SHT.14 � c� ._. I R_" $ `� I _ C.L. OF . 1.87 C.L. OFF.=2.62 3 I ._._ pK2 _ 320+00 ..,_. __ - Lj ._. ..� •,_. ,�.® - 321+00 STA. 321+31.23 EL=924.18 INV. S8 o �... --m--E--D D . •g-- I�---- l EL-931.20 T.G. EL=924.28 INV. `� 533'02'23"E I NOTE: BAY TAPER(S) TO BE CON- STRUCTED PER CAL--TITANS. HIGHWAY � ��j`�°� `l® ;1 T �G°� �`��' Dc� � G`'.� Gtr � ,�1 �o � � � DESIGN MANUAL TND.S, TABLE ��li �� �. 'c, q� °� '� '�` �'�. °►j ���• 02' 'C,• m1 D�G '� .�° -� h�`1 G •wj G-� C''�.6 �.� �•u, �9 g �`� �a �' '! /s' �,'�~ �� ®-��� g �'� 1 , ��' ° �` �•.�• �C' o 76.31$ g• -�. g• ♦ Gj o, �C,• CJ �'' 6' .� ccs 5:2A. 62.28' `9`, �` c6i �� g ��� g�l�"� g�1� °_ �J �C g g�' 14' g� eL <4' g � ��. g� �••�" ® `� ` - �° �'�, � C' ; ! �' cb ` ' g C •�- • ACCELERATION TRANSITIO(r� `3 ��C�A Q �' 9 c' �• �9 3 5.0 t�°f.�� cn INLET DETAIL "A"SHT. 4 .. •� -� w 9 _ ® d • F` ? ',.� O STA. i+31 EL= .93 1 OUT S A WCU T LINE •J ,.1 ,c• ,ce EL- .1 76 •� _ 9� 1 STA. 321+16.98 •� v' C.L. OFF. 6.00 "1 �1 � g LLj 41 �' .n E = 32 9 T.C. � '` �. 110 -AT -�• }- •�••+ o ., �' C) LLJt�„�.`'�` ® ® `� PROPOSED 5'-0" WIDE ACG. BASE PAT " THICK) 422.04 L.F. b �" 73.00 L.F. � � � d CONC. � .� P OPO.' D CURB, GUTTER, & SIDEWALK ��, z o. aphow" 2.1 MAx. __ ____ _,___ �' 2 A.X 20 42 L i crs _'�8 ®---------------------------2.8'® _--_ ___SLOPE EASEMENT N34'31'12"W 193.33' 29'37'Sp"�` -" -______ _ _ -- • �' --NE 113.05' SLOP"� ___ _ 535'151' E 2:1 (MAX CL E -ME 45. 1 �5�` ` '`.��' ..s.. ---____�' �'fi'' ,�• O� ``��l ,,✓ iN38'_28'49"�►_ •",� ��- 2�s,. ♦�,'" 73.82 , � �--- REMOVE EXISTING METAL/CONC. POST(S) �- , PROPOSED RIGHT--OF-WAY ��` ` a ��� Z; I .o;'>• CURB RETURN �r'� CURVE DATA -� c C) ATASCADERO STATE HOSPITAL o � I 1"J�,4jCJ - . � " . � " w PROPOSED A.B. PATH TO MAINTAIN EXIST. ''� RIGHT-OF--WAY PROPOSED O .� A�a A -- 90 00 00 A = 89 59 52 w LIFT STATION COVER ELEVATION CURVE DATA CURB RETURN c y�� 2�"�' R = 20.00' R = 25.00' _ ' " L -- 31.42' L = 39.27' i Q GRAPHIC SCALE INDICATES A.C. OVERLAY TO SMOOTH TRANSITION ® = 90'00801" A 9000 00 �� , L>J w a R = 25.00 R - 20.00 .(7 � BLDG �o _ L -- 31.42 2 2� � 1� �� 40 L "� 39.27 [Z= INDICATES NEW STRUCTURAL SECTION AS NOTED RELOCATE EXISTING UTILITY SERVICES w !%�mi REPLACEMENT SECTION, c FEET � (A)_� INDICATES REMOVE AND/OR RELOCATE PER CITY ENGINEER INSTALL A.C. OVERLAY, TYPICAL SIDE STREETS 1 teach = 20 ft FEATHER OVERLAY TO MATCH. 2.50"A.C./10.00"CL-11 A.B. ���•.��, 935. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . _ . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . ; • EXISTING TOP OF CURB 'GRADE PROPOSED TOP OF CURB GRADE _ _ ____ +1.42% . . .• . . . . . . . . . .. . . . . . . . . . H . . . • . . . . .. . . • . • . . . . w . . . . . . . . • .. • • . . . . . . • � . . • . . . . . w . . . . . • . • . .. . . . . . . . . . « . . . • • . . .. . . . . .51 I . • .. . . . . • . . . • • _y,�„y°�..n...r.w.4.r \r.i_1Mr w+_+_w.r_���__a.�w. ..y�.6_'tl..•..'_"°'•I'�qn�l-•.-.r�•r•w- • • • • .r�'r..n sr`• a . . • .. . • • • ♦ • • • . . . • . . . N . . . . • . . . • . . . ♦ . . • . . .. • . . • . . • 1,50 __-_ _-------------Y ��'- ��������- EXISTING TOP OF CURB GRADE PROPOSED TOP OF CURB GRADE Q 925. . . _�.�..- -: . - . . ..-__---__-- . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . .. . . . . . .. . . .. . .. . . . .. . . . . . . . . . .. . . ; oz 10-00 z ; ; : ; 11- ; to z00 Z : : • 00 (n rO- r` V) w.-M 171 m . . . . . . . .. . . . . . . . . . . . . . . . . .. . �.� .terra fr. . . . . . . . EXISTING GRADE. A CURB . . . . . .. . . . . . . . 0 00 . . . . . . . . . .. . . . . . . . . . . . . . . . . . �. �. . . . . . . . . . . . . . . . . . . . � :D . . . p 0 + X D 0 U. It w w co LL w wo EXISTING GRADE AT CURB 0) N a • N 0 0 N to O O . 0) r°), �'_ .. . .. c j i''� p U .. . . . .. . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . N .O O Q 915. .. . . .0� � ®, cn II < ® � . liter ; ; ; CL ; ; II Q 0 L ° w� w � T RB PROFILE LEFT CENTERLINE w Cn w ~ ' LJ W R w cn w t- DATW E' V EXISTING PR POSED OP OF CU 0 .� N 9100.0 � � r� cn r7 n N "[� � + + 0r , . n d 4 0 CC3 t0 f` 00 c 6 d v- .- N cV N Q N N NN N cl, NN cq mN mN � N 0) 0) 0' oi rn Q >� 0) 09 _/ co C� 0 940 �- • PROPOSED' TOP OF MEDIAN AT CENTERLINE ; • .: .: . .. .: . . . . . . . . • . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . a . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . a . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . _ . . . +1:89%' Q ___ -------- c� ° .. . . . . . .: . . , . +1.69%- _ __- _ --___-.- ___�-______- . . . . . . . . . : 93®. a . . . . . . . . . .. . . . . . . . . . _ . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . -----__ ____ -. . . .. . . ---- « . w. 'w z w �, w . LL > ... (6 z 0 __.___-__- ___ _-__-__--________________ __-- _m _`�__ _ -_ __�_ f� w N (6 J la.. 0 cfl J N U w J . . Q __.. +0.85% �.._....a.- .•�_________-_�. . .. . . . . .; . . 1v- CO • . ; . .t2� .Q 0 . p . . . . . . . . . .. . . . . R_0.Z� . .; . �. z �.z . to W ; . .; . Q w 0 + EXISTING GRADE AT ENTERLINE O+ 0 - O+ Q z o . 00+ Q jm + w < O + z d; ao 0�cy www J }. 00� ® wOw oQGN ® cnON � g ,�c� � U • .: . : J cr_ r' rf)tr.y. 920. _ . w . . . o . . .. . . . .; . z .; . , -•� .m . . .; . ,�.� �. . . .; . . . 0g . .� .� z.W . . z _ . 30" .D.P.E. STORM DRAIN PIPE' Q 11 ®C C� • 11•Q ® zO II ¢ ® Ow 11a O = .II .� • to II dO0 Q, o _a �- w --j- w ® w z _Jr_ z w w J N_ z .r.,E--- -'• O _j�-•- w w EL=9 5.26 F.L.PROFILE�` A T CENTERLINE ° w cn m w cn m cfl O w w V) w L�.j w to w w w to v m w to m LL 12 �► CENTERLINE X TING PROPOSE® O L DATUMV E lS 915.0 0 '� 0 `o 0) `e" d- `_` 00 `� � r, r` (o N `fi � �`� 00 c i `fin` 'j Ul ia, N tt7 O N �., • m . d' N rn . 0 Lo C6 d C6 N t� � a0 � d N ® 0 ,�: M � N K7 r j d• It N N N N N N N 0) N 09 N 0) r7 ( 0) � 0) c 03 0) 0) � 0' Q9 935 `- : STA. 316+83.79 : : • PROPOSED- TOP OF CURB GRADE ° _ +0.64% +1.79% --------; EDGE OF CONCRETE • . -- -.���__� . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . .. . . . • . . . . . . _.,.. .._.. -._-. "._- c' . . . . . . . . . . . . . . . . . . . . a . . . .LIFT 'STATION' LID . . . . • .; . � _ ----__ • � . +1.91 ® w . • ; ; CROSS- UTTER © a 925. ., . . . . .. . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . -MUSSELMA •DRIVE . . . . . . . .. . . �.� . .. . ; O o • EXISTING GRADE AT CURB ; ; ; . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . Fo... .;w �. . �N, ...; . � . . ; + o+00 v + r7 �' z 1 "=20' HORIZ. • • ; N cio ;©a Z) N rn� w � SCALE: 1"=10' VERT. 915. .. . . . . . . . . . . . . . . . .. . . . . . . . . CL w ¢ . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . nm. . . . . . . . . . ..t,� ,� tow . . .. . ; < w m c� ; <C 1�1 rn<C .....i aC Il DATE: 7/15/92 J.S.P. ' DATUM V EXIST/NG PROPOSED TOP OF CURB PROF/LE RIGHT C'E'NTERLINE cnww win c.i o V).w . g.1 .o!0 JOB No: 91--611 cb ® ria �' r- � c a 00 �. 00 � � e: 1 �' V_ �`. o "`� V_ .4-- 14- WLo Lo 00 CD cv Nd" Cogs 04N NN N � NN Cel � r7 � � to c li 09 N cb N cb cb 0� t3� cy 0) CD � � 0) m CD 0) m SHEET 317+00 318+00 319+00 320+00 321+00 k, OF SHEETS RELOCATE EXIST. PROPOSED SEE WILLOW CT. DETAIL ON SHT. 14 SEE ASH ST. DETAIL ON 5HT. 14 CURB RETURN MAILBOXES INSTALL A.C. OVERLAY, GRIND INSTALL A.C. OVERLAY, GRIND ca 50.00' INSTALL A.C. OVERLAY, GRIND / ;' EXISTING A.C. AS REQUIRED, EXISTING A.C. AS REQUIRED, U EXISTING A.C. AS REQUIRED, `, FEATHER OVERLAY TO MATCH. R = 20.00 FEATHER OVERLAY TO MATCH. j L = 31.42' FEATHER OVERLAY T MATCH. p Raj. REM® EXI MASONRY .,___ - i { <^• -9 PILLA LOCATE + x� MAILBOX (BO ES� • , �'9 j Nry '�~ ui Z N j 420 'S` Q- FO �x '/� j y x� �� j 00 (� Q ® ' PROPcy- OSED✓'/ z ' o G 'A .� / PROPOSED 1 '� N PROPOSED � �� ♦� �o PROPOSED ' . ; , ® PROPOSED �,. '�' CURB RETURN ® ' '� m �" >_ ¢ CURB RETURN ® CURB RETURN +c CL CURB RETURN I ' CURB RETURN / '� / U j , d -' ® = 0'00'0 j ® 90'00'00 -1 !� / ® = 90'00'00" ® = 90'00'00" '� '�: W m < • REM0 N j �, 3 V ® � 90 00'00 _ c� LJ R = 20.00 10' ch R = 20.00 Q® ® R = 20.00 REMO AND R -• 20.00 R = 20.00' . A REMO AND ' 2®� t W w in w E _ 423 REPLACE 15 _ L -- 31.42 �E ®L -- 31.42 w- _ I j L -- 31.42 REPLACE 15 d'• 5 n. LLJ L = 31.42 QF EXI TING L = 31.42 OF EXI TING REMOVE EXIST. WOOD NCE ci OF E t.. PROP. :CURB„` :WARP w ¢ a ® CURB, WARP B WARP CfJ C,G,dc S TO MA CH , 419 PROPOSED CURB, GUTTER, & SIDEWALK TO MA CH j • . 8 L.F. REMOVE x T. D `' PROP B GUTTER & SIDEWALK ' 76.5 L.F. & MASONRY FENCE 419 u o TO M TCH Q 4 1 ' 1 4 1 E 175.97 L.F. 4..1 ..°,- _ A T X FIRE HYDR N 4 ATE E ISTING x Ross U 1 OC EI R _ _ _ W W c s ♦ ♦ (�_ ♦ REMOVE IS CRrOSS G a -- - �. �, / %✓" BEHIND PROPOSED SIDEWALK/ 4 A C oVE S G -• t� a 4�' .�"/ 14.5" CL ii A.B. _ GAN °�°� 1 '�• g� °�° �� �� � ��° �, ti� C420 �� `� �G c, G F� F� �G S.r �, �® w a g� �- �� �m - �♦ �` ---- -- ----ECG-- - �.�- -_ -G- C' C '� 4m-- � ---Ems- ------ �--- :1 ♦® gg �' .___ a® w = g L�23.69' 30.00 I 30.00 "�°c EW ® � ' �°��'-' ° C3EW 6. •��1 3 �:1 W g� �cc�' -I--_--- -----� � '� w 1`I`��} 1� ,� "1 `''� �`' g' `y •y°'♦ ,��`' g� Now STA. 32 +06.23 g���\ �«�- '¢ g•����c, g`� g"' , '------E gay` --- \�'�• 65 �•\�„�• EW---g�,yg� l� j g� W N STA. 322+16.23 STA. 322+46.23 STA. 322+76.23 a as g~J -{. `� v- V T.C. 322+16.23 T.C. EL.=935.10 T.C. 7 T.C. EL. 935.67 NOTE: BAY TAPER(S)APER CALTRANS HWY. DES STA. 324+99.93 SAWCUT EXIST. A.C. 1 --0 CEL°=935♦ C.L. OF m 6.00 TYp. FROM EXIST. E.P. �� STA. 327+50.26 ®� �j� z C.L. OFF.= 4.50' C.L. OFF.= 1.87 C.L. OFF.= 2.62 MANUAL STND.S, TABLE 405.2A, ( ) MIN. O C.L. INT. ® SSry P Uj w 322+00 323+00 0 324+QO 3 06 326+00 327+00' (�`} �`�• ® . S33'0 223"E %9 ��3� 9� 9 �� `99 O� 9� 9� �� �� O 9 9 w a9 9 9 9 y �.�- •O �.�- �,,,f- O 3 �.� •? (°� •O �S �' •aS (" `�� (� s, (" � �'� (' -?, `3) V'., `3) 3� 3� �(y w � •�® �.r.. i�� �,�j, � /� , .C• ,�� r�,��3 O (��� F'/ ® �' �" � / 0 � / , ' rF cs, �F •s�� " J� �F' ��' _ �F �� I'� •9® �F ',9 'o� Ol `.J C'l / s�j ♦ cl, `S>• C'l �j° 07 ``S,° C'e °S,' C'� °S j° C'l `�'j' C'� `S'), C'� 'S�' C'l S'�,, C'� `�'j' C'� /S'), C'' /tiS' O �5�•, C' 3` �' S' C' S). C' 5,. C S O �%�` C' �%tiS' C' -�js C' .-�j�S'c� �- F`}�' d' �F�j o "` cs' • .J .J .� •.J ..� •J J l �� l .J l �J l ,� ! l .� l ?J l �� l �.J l �1 Ol sjJ Ol �j� Ol s� Ol `9 �9 �9 9�° 9 9 w O %9 � a3� � �� � �� �� O � �33• f- ��. 9 9 S� 9 O � 9 3 9 %91 � v 3 ., `3 •O d3 3 O `3 ♦ '�� •O .� Us .S, F-I/ ' '9�3' 6°(,7 9� �� 9 `%' 9 `% 9 ', v''y 9 �3j �3y �3j w 9 `% ���?� ���? 9 `�'9 9 `3`9 9� �c0 ', O � .♦ n . / F"1�/ 9 , �C� p�y •cQ /y �••, ..� •(9Oy �` •S�" �/. �F �/.� �F ®e9 (F 6'2�j9�, �t�„���5 ? �, f'���s ,/,^� �'F,�6'',�g��),/� ��C•�'.O a �, f�+��,,? ��•ry ��'.�3•�ry�' �, �c�, c�� ��, �aS`j, ,c�/ � ��s �c'�, �F�� g (-��Q•�S 9 ��3% '9`3� y�,g ('.`�3� •`y�j, clx ii�b /s��^ �l. /� A e w•F �i� �L •/ �� �,(1 � �� �0 �� �/V ! •w� �/s` c V �/• 1. �/ l �/° CT • / ® { -!� 7s /(` • \ ® �♦ `" 4 ��L,• + FL�' S ���,'F �'/•�I CD 17 EXISTING SIDEWALK EXISTING SIDEWALK EXISTING SIDEWALK z ci- _ j + a ... ® ,,..• ••"• ../.. ® ® aH.iiN•iIN11aAl i ® . ®„ ® ee®e .al... L ® a1L ® . -8 J. $. .e • .. ..•i, a. 6 " , C • ..� SLOPE AND RAINAGE ca EASEMENT , z Q - U � LO �,C) Z 7Z C> C> m w + x � / INDICATES A.C. OVERLAY TO SMOOTH TRANSITION cq UAW GRPHIL SCALE 0 ,� ® +� �� o INDICATES NEW STRUCTURAL SECTION AS NOTED (n w ,®®� ( IN T , INDICATES REMOVE AND/OR RELOCATE PER 'CITY ENGINEER finch °•- 20 ft • • ♦ . • . . 945• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s . . . ° � . ; • EL=932.5 TC EL=933.82 TC ; ; ; : PROPOSED TOP OF CURB GRADE : : +1.99% +1.39 0 : .STA; 322+85.48 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -�- ----- . . . . . . . $TA, .322+09..22. . . . . . . . . . . . . . . . •i-1. 2% BCR •__--_ Q ECR . ; _ - __ . . CROSS-GUTTER ; _____�. - '-1 '- -�-� --CROSS GUTTER . • .- - . .ASH. TREET . . . . . . Z APLESTREET . . . . . . . . . . . . . . . . . . . . . . . . +1• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 935: . . . • r �. •.�•�� _-- __® . ----- ---- -- CROSS GUTTER 0 +1.42 •+1.2 �. _ . . U. • WILLOW COURT ® �' U N N ° . . . . . . . . : . . . . . . : . . . c-,°'• . • _ . : �. . : ♦ . . . •Fv..N . . .EL=93'9:38'Ft. . . }.-00 ; rl . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'EL=935°95 FL � EXISTING GRADE AT CURB to + STA. 327+50.26 '� + a� . 'd EL 932.85 FL : 00¢ STA.324+99.97 ; �-- + fl' ; ; c to 0 `�v 5 C L• ASH STREET ca N U • C� I'` w.sG TA.322+47.35 ° ° . . . : . . ♦ . . . . . . . LO °.��. C.L. WILLOW . . ♦ . . . .°° . . . . . . . . . . . ♦ o� .,�ro v. . . . . . . . . . . . . . . . . . . . . . . . . . ¢r7. m . J . C.L. 925. . �.Q . . . . . . .C.L. •MAPL•E. . . . . . . . . . . . . . . . . . . . °COCIRT '°0 © ¢ c» • vs N o .4C STREET ; ° J 0 m w conn w� a + ° w cn w cn �+ w • DAT E V EXISTING PROPOSED TOP OF CURB PRO lLE LEFT OF CENTERLINE p cc civ 920.00ca 00 fl- m `- O 0) ® � � � i`e ® �3 t0 C7 N C. 00 C. V) r' a l� . ,� 4 � to LO cwt �; LO ca � r� fn r 0 ,� 00 dam. �o •d fn •acf) V0 l C14 C4 04 to fn to n n V) Ile) 110 0) < (1) Z C-� 45 • Q O� L=934.70 TC EL=935.79 TC . STA. 323+06.23 -PROPOSED TOP ;OF MEDIAN AT CENTERLINE -�_-__+1�Sfi� __ + • ° STA. 322+16.23 STA. 322+47.2 A��° /� . • . . . . . . . . . . . . . . . . ° .BEGIN. l�Cj�•.®1�"1N♦ •aa'. . . . ♦ . ♦ _____ •�-•-__- -•-___-- ._..._._. .r...----- .- _......_.___•.__°----- . . . . . . . . . UL > EG�N. BAY. T P R . C.L.• INTERSECTI.ON. . . . . . . . . - . _ N .5'•FROM C.L. ° ° FROM CENTERLINE +1.21% ____ -_. _...___ .__._______. ___- --°-" W 4 MAPLE STREET _..r-_r - ___ • RIGHT ° LEFT, END BAY TAPER _ _ _______._-.-- -----________ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ♦ . . . . . . . . . . . . . 0 �c J 350.fi9 _.._�............�_ -. • .� -:---�- ---_. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . ; . o . N P `n . f-- . . . . . . o �-. . . . . . . . . . . . . . ' , . . . • . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v, � ac . . . . . . ; miw ° • : + o EXISTING GRADE AT -CENTERLINE ; ; + w • Nw ' . . . . . . . . . . . . . . . . . . . . . . !.lam . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w � . . . . . . . . Z0. 925: 9 < . . . . ° . . . . . . ♦ • ♦ . rr� ; • . . ♦ ; 0 ¢ c� as . • ; ; ; 0 m • cw ix ~n v ¢ DSA ELEY EXISTING PROPOSED PROFILE A T CE•NTE LINE' � t0 920.00 _ (n to 'tto to c cp � � ch A 945 ° PROPOSED;TOP OF CURB GRADE ; ; EXISTING TOP Or CURB GRADE :--- _ • • ; . • __ • • , e • e • s • • • • • • ♦ . . e . ♦ • • • . • • . • • • • . . . . . . . • . • . ♦ • . • e • . m • • __ • ._-rw.....____ _ ° • m • • . m . . . ♦ • • • ° ♦ s . . • . • s m • . • r a s • • ° • e • ♦ • • . • • • a a • • • • e • • s : . e • . ♦ o • • : • O . ° ♦ • • e • ; e e • e • . • • . ; • . • m • r • . : • • • . • • m ♦ • ; e • • ♦ o . . • : • e • • • + -------------- -------------------------------------------^+ r�°r y.�•__.`•__ • • w°... _•1w°. . ••'^' _• ° 935: . . . . . . . . • . . ♦ • . ° _--___. __- - . . ' . . . .-____---_ ___--___.,_.__-.-,_--__-. . ♦ • : . . . . ¢ e ; • ; __-__--__ .-_---_ . • Z w (SCALE: ' is20 H®RIZ. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ♦ : . . . . . . . . . . . . . . . ; . . . . . . . . � � ♦ . . . . . . 1 =10 VERT. • - Z ° • : � ; ; � w �. : . . . . . . : DATE: 7/15/92 J.S.P. w . . . . . . . . . . . . . . . . . . . . . . . . . . 925: . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � m ; ; ; ; ; : SOB No: 91-- 1 .DA V EXISTING PROP'OSE'D TOP OF CURB PRO ILE RIGHT OF CENTERLINE 920-00 0 r., � 06 vi o~i SHEET N t N n 0 M 0) 0) 0) rn rn 322+00 323+00 324+00 325+00 326+00 327+00 OF SHEETS f 0 , < • WARP CURB To MATCH EXIST. 1 a .... .'1 i + BEGIN TRANSITION 20' BEFORE JJ J J ASPH, iR BLDG. END OF EXIST. CURB, ( .) BLDG. JJ J ASPH U ' z J PARKING o -----• ✓ ,. J J AREA $ J �(( EXIST. UTILITY • l 10 LU LLJ •: ` J m RISER & POLE �..,. ; . `7 9� WALL WALL J ® . RELOCATE EXISTING FIRE HYDRANT • • ° • • •• / 1 CURB �-.. CURB CURB 0- Q BEHIND PROPOSED �11)EWALK °9 ..... •.::.. ..•..°.°.°.°...... ::.::.::::•. °.•.°..::::. ...... . .. • ... J)9 ,. SIGN ao .... ° ............ .. • . . .. . . . . . . . . •, o� RETAIN WALL RETAIN WALL Gj• .. . . .. RETAIN LL RETAIN WALL w PROPOSED CURB, GU `R, �c SIDE ALK `� J 'J'' ® 5 0 Lij 84.42 L.F. 41 g EXISTING SIDEWALK t�__IlL -..._._.� RETAIN WALL • ...._, .-.,-° -- - -® --- -- --- g. - --- -��- -.: EXISTING SIDEWALK EXISTING SIDEWALK > STS SP A �9 ----71r--- s r'"._ !"f'1• ITT . _ �R �, %. -!1•r �9"'Y c9 d9 t9 c9 R �• T �• T �.� ..a � sr� ��` •gyp F 'r' F �` -f•- '� d' •�` �. •R ° • EG EG /S �p ...•'% - t5' �/� • `�C' p ,a. -�/ J` �/ >` ./`9cS Sj �% S� O /Rte, > /� 6' p •p p 1 NOTE. S'� p .� p S •�` p �' C� S' ,r S' .� �S' S' .� LS' s S ,� .� -fr / BAY TAPERS PER CALTRANS o • . .--•------E . >` ca' •� .n C� ..'� C� p s p ( ) HIGHWAY DESIGN ..� .� :0. .J '.� �J °� F® '..� J :J :J .,1 J '-J . • �� �.J MANUAL STND.'S, TABLE 405.2A (TYP.) ��G`N • 50 00 PARABOLIC FLARES PER CALTRANS HIGHWAY DESI U STA 330+45 67 STA. 332+01.00 c� SAWCUT EXIST, •A. 1'•-0" (MIN.) � T.C. EL.=946.91 f �,��P � STA. 331+17.65 • ` MANUAL STND.S TABLE 405.4 (P.P.) w ® F F f T. PAVING C.L. • .$ T.C.•'EL.-948.24 • ' T.C. EL.r949.79 OZ p • �-�',, _ •E:L. OFF.=8.00 STA. 332+50.25 4 .- ROM° EDGE EX P VI G l.. O .=6.®0° C.L. OFF 6 OA'•` 9� RADIUS= 1.20 U Q U RADIUS= 0.75 RADIUS= 1.20 • . W o CL. OFF.= 5.25' • ` CL. OFF 4.80' T.C. EL.=950.76 _. ca __ °� C.L. OFF.=3r CL. OFF.= 4.80' , . N .,� > v 328+00 w �`� - p + U. v N33'02 23 W + f ---� 31+00 � 332+00 �`"'� 333+00 � ,mss �w z • STA. 328+66.42 T.C. EL.-9,44.32 . *� _ S-- ! -� N - - 1 - `. �. � p�� Sn� �.�,Q• q tL ST . 28+36.42 T.C. EL.=943.71 C.L. OFF. .4.50' w N �� my C.L. OFF. 1.87 9 � ``.,, . `�` '` • `C��� ��r M ________________________....__..______ ;+��.. s -' _:.r__�_m.._.._.._�_...........___..m....___._._._.. • STA. 328-x•06.42 .C. EL.=943. �� g 9 •�� �6 �j �� R.> '.� c5' .,> ., x _ 1` T.C:•EL.=94 442.44 C� .L. oFF.= 2.62 C� ��r •� . (" SQ S, `°1`"�` •�' �" •s °�q (F •� �F ,� ('F od, ��` `°�� ��, -' 2 ��,• �-�, S� F�xp�y�f a °°°•, (� (� �F •d'. F o °• -�i �i -�' S S S Q STRIPING NLY SEE SHEET 10 �� C.L. 0 x.00 �, ;® w ���,�:� A�� �,��- � S �is��'Cp /�,� C,�• �,� �, - �� S+� �,` p� /s�, �� S� �� C�� •��j C;/ �'� 6,p.ppip� Q , `��• -J °''•• • 50.00' 00.• ° STA. 332+49.80 1 ® �F,9 • . T. ��p �• Ap •• A� ' ' .70 ST 7 7 •3 '466,45A G. CD C• OFF.950.00' ,;;� }---•-' ,� �> �, °; .� s �' 9 .� . ° T.G�•..EI,.=948.28 T.C. .=94 . • . � !" o� ®� �' �� 3',. ,r`, �A �C• ® •j,• .�° J� �` s��. �. �� �, �, . , C.L. OFF.- 4.50' C.L. OFF: 3.69' C.L. OFF.= 6.Ot1, r........�■ �' •� - !!I .._ -. _. -,__,J .�.�.i1���' ,c• ,r or �'° %S+ C' •d1 ° • . 418 ' • . ° • . ' IL EXISTING SIDEWALK r-- -lir� . EXI TlN 23 419 L• .. ...�....�... 262.03 L.F. u -=r-=_,._._...* - - ._-._-...._ 02 `'i �► m 1 . , •, ,,� ��;, ;:• ••��°"' `'� •••••PROPOSED CURB, GUTTER, & SIDEWALK ® - 1 EXISTING SIDEWALK �� ..= RELOCATE'EXI•STING FIRE HYDRANT7 ' '' �'" '"�"- a 1•° w I g> OVERLAYr... . .... . .... ©c • . . .. I .. TO DRAIN BEHIND PROPOSE®''SIDEWALK 7-n� 420 "',�_" I •, ' '� °�' ° • ASPH. I 1 CL 0 ^��' ' PROP.OSED 0 1 C� __j • 1 w f ® • •• + < c'�-CURB RETURN 0 1 0 'Q ,--. 1 ®•� ASPH. DIRT ` • , ° . I . ° 1 .... .... • � ° - 90.00'01" - ---- � i CONC• '-• CD cm • :�� I 1 �� _' 20.00' --_.. l.° + 0, :L - 31.42 1 INSTALL A.C. OVERLAY, GRIND 1 i 1 w 1 ASPH. l: N N c� BLDG. I Ao$ 11 EXISTING A.C. AS REQUIRED, ••. `J D I � '°� RIGHT--OF--WAY°�� I `= FEATHER OVERLAY TO MATCH. U . • . . . I m . C o B G. BL LDG. CURVE DATA J GRAPHIC SCALE �1 w I I .� �•--, / S ® -- 89 56 38 1 W i �-- WORK IN THIS AREA TO �3E R = 20.00' I• 20 0 I 0 20 40 � ,•° BID AS SEPERATE ITEM. CITY L = 31.40 MAY ELECT TO INCLUDE/DELETE AT IT'S DISCRETION. ( IN FEET , 1 Inch = 20 ft. "rr'rr�rr 960. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . , • . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . PROPOSED TOP *OF CURB GRADE U�-Q. P m . -- EXISTIN� TOP OF CURB: GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . .., 'wM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • r r . . . e 950. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .cn.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . __-_�••�_,�y�_..�.........�._... ' . . . . . . . .�.co ------------------ 't . . . . . . . . . m s ------ .,.vim.....*..""" . a . . . . . . . . . . . . . . ° . . . . r . . . . • • . . ° . . . . . . . . . . . • . . . . ° . . . . . . . . . . . . . . . . . --.L.A...+.. ...�__. --- -77-7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . ° . . . . . . . . . . • . . . . . . . . . . . . • . . . . . • . . . . . . • O UL -I'•1 s r7 V/d m...._..o........wa.+®..... �m...+...«...sW'-.d.m...... 940. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ac N W .J o DATUM F ° EXISTING PROPOSED TOP OF Clef? PR® ILS" LEFT OF CENTERLINE � i Q 00 . 0 W + m + to cq ® 0 0) 0 0) 0 c0 � �-- W • �•' N Ki �•i ori �ci r` 00 Oi © •-� O It cn 0 0) 0) 0) 0) 0 0) a rn rn 0) Q r� V 0 I VJ � 960 . . EL=948.36•T�; EL=949.27 TC ° • L= 49. 1 EL=950.82.TC • :PROPOSED TOP 'OF MEDIAN AT CENTERLINE STA. 331+17.65 STA. 331+66.45 STA. 332+01.00 STA. 332+49.80 H• rn ._ BEGIN MEDIAN 6.00 ND FLA 'R GHT END OF MEDIAN 6.00 END OF MEDIAN . . . . . . EL=942.5 • TC . . . . . . . . . . . . . . . . . . . . . . . . . . . .EL=944.23 .TC. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EL-=947.03 TC . . . . . . . . . . . . . . . . . . . . . � . r �� . ! . . . . . . . . . . . � . . . . . . . . . . Q .� + STA. 328+06.42 ° STA. 328+96.42 STA. 330+45.67 FROM CENTERLINE •FROM CENTERLINE 6.00 FROM• C.L. END MEDIAN •00' BEGIN MEDIAN 4.50 END MEQIAN 6.00' LEFT LEFT, BEGIN: FLARE LT. RIGHT - �•- - -��___�___________....._, ......_._-------•----�-°�" 950. . . . FROM•CENTERLINE . . . . . . . . . . . . . . . . . . . . . . •FROM CENTERLINE • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FROM- CENTERLINE. . . r -- __,._.•_.,. - s-�--- _----__-_-_. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u� ; . RIGHT, BEGIN BAY LEFT, END BAY' TAPER LEFT ° �___ _______ +1.86 _. .______ .�. .--_____ TAPER . ----------- __-_•__...__._.....� . W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . __.�. .�._.. ..._•- -. rr . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . • . . --_�;...�.._--..--_°, - . Q to ___ -_-_------ ------- - 90 �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • EXISTING GRADE AT CENTERLINE ...... a' DAA F EXISTING PROPOSED PROFILE A T CENTERLINE �,,,,� 32 00 935.00 329+00 330+00 331+00 3324-00 333+00 0 to co to � to 1 C, v- ll� to '�' � � CINI rr to �7 N O c� O� cX) Up �Q It It It It Lo O . . . e • . . . . . . . . . . . . . . . . . . • . . . . . e . . . . . . . . . m • • . • . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . • . . .... . . . . . . . . . . . . . . . . . • . • • • . • . . . . . . . • . . . . . • . . . • • • • • • • . . . . . . . . . . . . . . . . . . . . . • • • • • . . . . . . . . • . . . . . • . . . . . • • . . . . . . . . . . . . . . . . • . • • . • . . • • . • . . • • . • • • . • . . . • . . • • . . • • . . . • . • . . . • /�� • . • AQ EXISTING TOP OF CURB GRADE EL=9'44.00 TC PROPOSED TOP OF CURB GRADE EL=949.50 YC 955. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e . . . . . . . . . . . . . . . . . . . . . . STA. . . ...5.97 . . . . . . . . . . . . . . . . . . . . . . . . :. STA. 33n+$1:42 : r . . . . . . . . . . . . . . . . . . . . . .STA..332+4$.02 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v END OF EXISTING • C.L. INTERSECTION • BCR • • TOP OF CURB SAN GABRIEL STREET . e-777 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �..�-�-- ---• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' �..'_:.....:_:.r______--.• _�_�•---_ . . . . . . . . . . . . . . . . . . . . . . . . . . . +2.10% _ -----------_--.. ._-_-- - - . W w no 945. . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . � _ _ ._.._�_ . . . ._ -.-�....,. ._ . . . . . . . . • . .-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • . . • . . . • • QQ . . . _-------�.-.� _�.._-._.__' _---� -------------------------- .--__---a....._-_---- -- _...___° - . N � w SCALE: 0 �_- w � w 1"=1 U' VERT. . . . m . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --►�, U>. . . . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . • �`00 (ncn � DATE: 7/15/92 J.S•P e • ° EXISTING GRA E AT CURB - rN.,+ w o x z 935. . . . . . . . r . a . . . . . rr . . e . . . r riN W 0 w w ° �-� � o JOB No: 91--611 0) • •- m DAT E V EXISTING PROPOSED TCP OF CURB PRC ILE RIGHT OF CENTERLINE . wc- • w . w to U w SHEET Lo930.00 N a 04 0 n o ,� ca �a ." " o 0 N Lo * co 328+00 329+00 330+00 331+00 332+00 333+00 OF SHEETS T • • / � BEGINDOUBLE 4" DE YELLOW STRIPES PER / / N G T E F CAL-TRANS. STND. SECTION 6-18, DETAIL T2 (� AI..T�11�VA7� I�r322 AT STA. 302+29.0 TO STA. 304+29.00. T A �J6 1 TRANSITION EXISTING STRIPED CENTERLINE AS ALTERNATE, CONTRACTOR SHALL BID AS T CONFORM T PROPOSED CENTERLINE. A SEPARATE ITEM, A STRIPED MEDIAN ONLY PER CAL--TRANS. TRAFFIC MANUAL STNDS., --� go INSTALL CAL-TRANS. STND. W25 (DIVIDED DETAIL 29 FOR STRIPED MEDIAN ISLAND(S). C,w HIGHWAY SIGN AT STA. 301+79.0 (RIGHT-SIDE). _ ALL STRIPING SHALL BE IN ACCORDANCE WITH r"�---�-> w �� REMOVE EXISTING DOUBLE YELLOWS IPE INSTALL CAL TRANS. STND. CAT--TRANS. STND. SEC. 82,84,85 SPEC'S FOR � � � � *TYPE F" RE CTORiZED THERMOPLASTIC TYPE MARKING(S), TYPICAL. <J 0 r_ AT CENTERLINE FROM STA. 302+29.00 T DELINEATOR(S) AT 2 ' O.C. � � �1,�.. �Z STA. 304+29.0 BEGIN AT STA. 305+07.00 ALL EXISTING STRIPING SHALL BE REMOVED W w w M w � • ` . BY WET SAND BLASTING, TYPICAL. ® � w • • a • a • a • rrr� aw® r o•.nw �r�•re • sur ®r • �rnr_ aa�s r awe arrrrrf • ®® �u� r Feu. r rrriw�r aw•�� • q•iaw r•••wR ® wQwQ 25 i _n � ' I� 1, PAINT CURB RED ®� w r- N '2 . 0 ® 20 L.F. ONLY ®�- > INSTALL CAL -TRANS. STND. INSTALLCAL-TRANS. STND. �.._ - _----.-...__...____ ._.. _.___ ._.__ ___„_ _ ,,___ LL_.__.._...._ ._ .�. l a , A t__I__.W W44 AND R26 SIGN(S) Res (N® PARKING) SIGN OD , .,,,_ ._.._.-_,..�.._. " STA. 3 21.35 STA. 304+97.30 � �' s' _-_ Lo 06 JL �( ....� 20.00 22.00 TYPICAL TYPICAL 6" WIDE WHITE STRIPE (PER DETAIL 39) PROPOSED EDGE PAVING 0 ...��WIDE !TE STRIPE .,--- Joe& INSTALL CAL- ANS. STND. , -�- -- 0 "r�_ 0 ...,......... �`° A , Q R11 AND R11 A DC NOT ENTER 35. 35.00, 0 0 N w N > U ---�- SIGN(S) STA. 305+25.76 " NSTRIPE '000 0 �? N �--- 0 ,, v ,306+00 • 307+00 +00309+ 310+00 IN9 cs " T � INSTALL CAL-TRANS. STND. ® " , , , // - R7 AND R7A SIGN(S) WITH 0 7.00 17.00 7.00 INSTALL CAL--TRANS. STND. " p �- " E K--1 MARKER SIGN 4 WIDE WHITE STRIPE (PER DETAIL 9) .-: 0 TYP TYPICAL TYP R7 AND R7A SIGN( WITH STA. 305+78.26 • - .-..,- .-...... 06 `: _ 0 TYPE K-1 MARKER !GN STND. STA. 304+65. INSTALL CAL-TRANS, STND. INSTALL CAL- ANS. R7 AND RTA SIGN(S) WITH 0 N R11 AND R11 A (WRONG WAY) E K-1 MARKER SIGN 6" WIDE WHITE STRIPE (PER DETAIL 39) SIGN(S) STA. 305+59.00 STA. 306+50.1 �- * {/•iI� �"j ._...r....,..«...._..,.+...�.-® w,,.�...�.....��.....tee��.......® 0 lb m AINT CURB RED • ••�.. ., I 0 L.F. ONLY �r • • , Q .� . !__,. • • • . a a a • r r • r r •••.•. r••.. . r �I �. a Qom,, .,.,,, ._.._.,,..,,.........__�...,�.. ......_...,..,.._�__._..._.„...,_.._.._ ....... .....,...._--- �-- --...._�..,...,..,...,_,,_..._.,_.,......,...,�w.��._...,...._..,.._ _,,.__...._.....,_.._-..,...,,. ..�.,, .... ,......_._...,,,,__._.! +r�•ie • aaaarrr aa� a aa.a� �a • ww.m� aaw� a aw•i•® rrw•or • �•ar r•w•� a rrrrra w••••n� INSTALL CAL-TRANS. STND. CL IL MSTBA. 306+61.92 BIKE LANE) SIGN �� o N Lj Rj INSTALL CAL-TRANS. STND. r'C' CD S Y M B 0 L D E S C R I P T I O N STA. 309+00.00 W `� wiiN W ®® DIRECTIONAL PAVEMENT ARROW PER CAL--TRANS. TRAFFIC ' MANUAL SECTION 6, TYPE III ARROW. (24 LONG) / o DIRECTIONAL PAVEMENT ARROW PER CAL--TRANS. TRAFFIC w MANUAL SECTION 6. TYPE V ARROW. (WRONG WAY, 24' LONG) "BIKE LANE" PAVEMENT MARKING PER CAL--TRANS. STND. PLAN A240, WITH DIRECTIONAL ARROW TYPE 1 (10). DIRECTIONAL PAVEMENT ARROW PER CAL--TRANS. TRAFFIC MANUAL SECTION 6. TYPE V ARROW. (LANE DROP, 18' LONG) INSTALL CAL-TRANS. STND. INSTALL CAL--TRANS. D. PARKING STALL PAVEMENT MARKING PER CAL -TRANS. TRAFFIC 4" WIDE WHITE STRIPE FOR R10 (ONE WAY) SIGN MANUAL SECTION 6 -35, FIGURE 21. (4" WIDE WHITE STRIPE) . 100 L.F. PER DETAIL 22. STA. 316+01.61 LANELINE(S PER CAL--TRANS. TRAFFIC MANUAL SECTION 6, / j �� j % / / I FIGURE PER DETAIL 9 40s NIDE WHITE STRIPE le WIDE LIMIT LINE PAVEMENT MARKING PER CAL-TRANS. / I / ../ Z TRAFFIC MANUAL SECTION 6, STND. PLAN A24D. (CVC 377) � RELOCATE EXISTING "R1" STOP SIGN I I / lz LijSTO "ST P" PAVEMENT MARKING PER CAL®TRANS. TRAFFIC MANUAL �� BEHIND CUR®, PER CAL-TRANS. sTND. I14 0 U. i MANUAL SECTION 6, STND. PLAN A-24D. ( ' HEIGHT) AND CVC377 STND., TYPICAL. II 0 REFLECTORI2ED DELINEATOR PER CAL--TRANS. TRAFFIC I �" Q w MANUAL SECTION 6, STND. PLAN A74-A. (TYPE F, CLASS I) N T -TR INSTALL CAL--TRANS. STND. 0Q W W75 (LANE ENDS MERGE LEFT) W26 (DIVIDED HIGHWAY ENDS) , � Jn SIGN STA. 312+37.00 SIGN STA. 313+75.00 0 awawuw . a �. r� r r ..� r • • � • r • • p ® . ,� 2" WIQE WHI ST a RIPE • --- mm� a a a r a W + 127 WID WHITE IPE W LU 0 LLJ ------- ----- -- ®_-_--- -_-- PAINT CURB RED PAINT CURB RED �.._...._....._..�._.-._._®_.�.....�.�._.._._._ .�...�..-�.._�. ._.®-.._._...�__...._.....�.....__._._......._,_.._. ..._._ -...... ...._.._.__.,..._.._..__..._..... .,..,.-_...-:�... ...._.....,.:�..�..`.��. �,.�..���.�..�. .�..:�:.a�.�.�..�...�.,,._._...... 38 L.F. ONLY 2" WIDE WHITE STRIPE 20 L.F. ONLYLij � V . 0 a. _ ® L LJ "� Q 0 0 z M 00 ®►. 0 6" WIDE WHITE STRIPE (PER DETAIL 39) 7.00' 17.00' 7.00' INSTALL CAL-TRANS. STND. �`'"'� Q CV • a. TYP. TYPICAL TYP. R81 (BIKE LANE) SIGN -- . . . • STA. 314+82.01 �__._ W Q 0 • INSTALL CAL-TRANS. STND. 0 0 tv r • ""INSTALL CAL-'"I'MS. STND. -�-° LL > 1 AND R63 SIGNS N INSTALL CAL-TRANS. STND. R7 AND RTA SIGNS WITH Ig nLn STA. 311+00.00 N 0 R11 AND R11A (DO NOT ENTER ( ) 35.00 0Q SIGN(S) STA 3 150 TYPE K--1 MARKER SIGN Q ® 312.1-0® STA. 314+90.59 311+00 �- F---- 1 - ---�---- 313+00 314+ 0 315+00 316 .....�...•••�.. � � W U) 04 8" WIDE WHITE STRIPE (50' LONG) Q0 CL r- " �wmmmmww� 35.00 ® 4" WIDE WHITE STRIPE (PER DETAIL 9) �" 0 0 • 64 6tl� 40 6" WIDE WHITE STRIPE (PER DETAIL 39 ) INSTALL CAL-TRANS. STND. � _ R7 AND R7A SIGN(S)SIGN � O ® TYPE K MARKER Sl T " STA. 315+89.53 o ..�► iiiii PAINT CURB RED PAINT CURB RED 20 L.F. ONLY 12" WIDE WHITE STRI E W 325 L.F. ONLY ■� . .�... a a.•�.. • • ,a.•a.® • . • • • • a • • • • 12•• • • ®® WIDE WHi TE TRIPE ..�. .•... a.r.. . ....... INSTALL CAL--TRANS. STND. J 12" INSTALL CAL-TRANS. STND. DE WHI'� �Ip � INSTALL CAL-TRANS. STND. 0 O TRAFFIC AREA® R10 ONE WAY SIGN STA. 314+76.00 I ST AND R26 SIGN T AGN STA. 31 ._.L_. � STA. 316+46.56 � � coU SCALE: 1"=20' H oRl Z. >_ zi RELOCATE EXISTING Rl" SOP SIN < DATE: 7/14/92 J.S.P.G = Z " T , • I BEHIND CURB, PER CAL-TRANS. STND. ATASCADEROSTATE HOSPITAL INSTALL CAL--TRANS. STND. ' ; INSTALL CITY STREET NAME SIGN. :_5 _4 WIDE 'WRITE STRIPE FORJOB N0. 91 611 100 LF. PER DETAIL 22. Q� I W GRAPHIC SCALE 20 0 90 20 .40 40 SHEET ( IN FEET ) 1 inch = 20 ft. OF SHEETS F-- IN Q "W cy- 00 V-- C3 W ®W Y `...J W 0Ly � Q FL rJZ 0- Q [r I(D n a 0 �w INSTALL CAL--TRANS. STND. w th t�W uvj);A! R10 (ONE WAY) SIGN I � a ..rr. . .. . . . w��_ w .w . STA. . W Q . . ....o . a...® . . . . eaa® . a . ■ ,. •.•a. . .. . aiar. . rr.. ..r.. s •.... ar.� f ■ar.r .� 1 . } I , tea: I` II W LLJ � TYP. ._....._ . _._.. —_._.._...._._. _........ —. ...._.. —_._.._.. ._ w ( � ��OWN � a► � 0 6" WIDE WHITE STRIPEPER DETAIL 39do ' � J ( , 7own .®® 17.00 7000 INSTALL CAL-TRANS. STND. " , o TYP TYPICAL TYP. R11 AND R11A o0 NOT ENTER o • • - --p . _ • ° SIGN STA. 320+00.00 • • N 4 WIDE WHITE STRIPE (PER DETAIL 9uj dA > v 35.00' 35.00' Nt U. > v �----- . . o- .� 8" WIDE ITE STRIPE (250 L.F.) ® ;� 8 WIDE WHITE STRIPE (100 L.F.) CL _ .. — +-- — 317+00 318+00 _ b 31 320+ 0321+00 —I�-.-- �- --- I -- -- -- — I R 11 �``"`"'► — �1S 8-- --M i- I _ �.._. _ _ — I — — — r� p INSTALL CA TRANS. STND. -- - • • , , 00 ' ]CN-4 4" WIDE WHITE STRIPE (PER DETAIL 9) R7 AND 1 MARKSIGN(ER ) WITH � INSTALL CAL—TRANS. STND. ' • .®r•.w.,. -- - • .. .. TYPE K--1 MARKER � cra " STA. 320+4 .00 •-- --- N �•�, • N SIGN INSTALL CAL-TRANS. STND. � 0 � R26 {NO PARKING) R26 (NO PARKING) SIGN 20.00 22.00 STA. 316+75.00 �'° INSTALL CAI,-TRANS. STND. STRIPE 6" Dwill E WHITE STRIPE) STA. 316+50.00 _ �" 6" WIDE WHITE STRIPE PER DETAIL 39 " { ACCELERATION TRANSITION { R7 AND R7 SIGN S) WITH C-> ® TYPE K-1 HARKERSIGN MOW "�"'' �' o'""(_" '"•� STA. 321+1 .00r-- V) minimal I o � m C) PAINT CURB REO 12" WIDE WHITE STRI E PAINT CURB RED .�= C D 01-128 L.F. ONLY o 20 L.F. ONLY • 12" WIDE WHITE STRIPE r y B..r1.16 1®••P . a..r7i . • aaaa9 . . r aaa�i . . ®® ...f.Y. • easel .!®®i .1M.9i. r .�.1. r Y�M.e. .lid.. �.l• • ..rl� rrrYlie r . Mei . . . . � . '..I.i S.�.. . sonn 1 Li T 12" WIDE WHITE STRIPE CAP -J • t071► cL. fc ADDMVE ALTERNATE NOS INSTALL CAL--TRANS. STND. I 0 LE N Lj AS ALTERNATE, CONTRACTOR SHALL BID AS R10 (ONE WAY) SIGN . -- A SEPARATE ITEM, A STRIPED MEDIAN ONLY STA. 320+42.00 RELOCATE EXISTING "R1" STOP � Z PER CAL--TRANS. TRAFFIC MANUAL STNDS., SIGN BEHIND PROPOSED CURB S Y M B O L D E S C R I P T 1 0 N DETAIL 29 FOR STRIPED MEDIAN ISLAND(S). z I PER CVC377 AND CAL-TRANS. u LIJ W =� DIRECTIONAL PAVEMENT ARROW PER CAL- TRANS. TRAFFIC Q TRAFFIC MANUAL. TYPICAL ALL STRIPING SHALL BE IN ACCORDANCE WITH u")MANUAL SECTION 6, TYPE III ARROW. (249 LONG) CAT--TRANS. STND. SEC. 82,84,85 SPEC'S FOR z o ..,J cC I.� W . DIRECTIONAL PAVEMENT ARROW PER CAL--TRANS. TRAFFIC THERMOPLASTIC TYPE MARKING(S), TYPICAL. W � "' MANUAL SECTION 6. TYPE V ARROW. (WRONG WAY, 24 LONG) ALL EXISTING STRIPING SHALL BE REMOVED pp wool* BIKE LANE" PAVEMENT MARKING PER CAL--TRANS. STND. PLAN BY WET SAND BLASTING, TYPICAL. RELOCATE EXISTING "R1" (STOP) A24D, WITH DIRECTIONAL ARROW TYPE 1 (10). RELOCATE EXISTING "R1" (STOP) RELOCATE EXISTING "R (STOILP SIGN BEHIND PROPOSED CURB DIRECTIONAL PAVEMENT ARROW PER CAL-TRANS. TRAFFIC SIGN BEHIND PROPOSED CURB SIGN BEHIND PROPOSED CURB `�•. PER CVC377 AND CAL--TRANS. TYPE V ARROW. LANE DROP, 18' LONG PER CVC377 AND CAL-TRANS. PER CVC377 AND CAL-TRANS. TRAFFIC MANUAL, TYPICAL. MANUAL SECTION ( ) TRAFFIC MANUAL, TYPICAL TRAFFIC MANUAL, TYPICAL. INSTALL CAL-TRANS. STND. INSTALL CAL-TRANS. STND. R17 SIGN. �--. PARKING STALL PAVEMENT MARKING PER CAL--TRANS. TRAFFIC R17 SIGN' R17 SIGN. INSTALL. CAL-TRANS. STND. MANUAL SECTION 6-35, FIGURE 21. (4" WIDE WHITE STRIPE)bill ® LANELIE( PER CAL—TRANS. TRAFFIC MANUAL SECTION 6' . FIGURE 2. PER DETAIL 8, 4" WIDE WHITE STRIPE) '� • W a O 12" WIDE LIMIT LINE PAVEMENT MARKING PER CAL--TRANS. . . Milk I TRAFFIC MANUAL SECTION 6, STND. PLAN A--24D. (CVC 377) 0 cc W 9-1 I . r N_ 04 "STOP" PAVEMENT MARKING PER CAS.--TRANS. TRAFFIC MANUAL Us OWN MANUAL SECTION , STND. PLAN A--24D. ( ' HEIGHT) % 'C J .� i co L� Lj_j1 1 s �-- 1 FI W 1 s Q REFLECT R1ZE DELINEATOR PER CAL--TRANS. TRAFFIC w� � Q W C� f•. I MANUAL SECTION W TND. PLAN A74—A. (TYPE F, CLASS 1) / I J l W [� 0 �. I W70 (CROSS TRAFFIC AHEAD) 12 DE TE STRIPE • 12" WIDE ITE STRIPE SIGN STA. 326+25.00 I ` C 'Q ® �► 12 WIDE ITE STRIPE • X . 'alar .®a r ...... . .... . .._ Q W w � . ...� �.®. . .._ „ . . _— .. . . . ._. . . ....® . ... r aMi . a....19 . �.... . ..... .,.r.,. . . ..._ . ...... . .ear. �..�,. � W 12" WI E WHITES IPE 12" WIDE WHITES IPE PAINT CURB RED PAINT CURB RED 12 WI E WHITE ST IPE 20 L.F. ONLY 20 L.F. ONLY PAINT CURB RED PAINT CURB RED PAINT CURB RED V ►� 1 WIDE ITE STRIPE 28 L.F. ONLY " Q " 9 WIDE WHITE STRIPE 21 L.F. ONLY ®9 26 L.F. ONLY r- 12m WIDE WHITE STRIPE W V I Lijo O QTY �- LLJ P. __1_ �L_, ..� r � Q L0 0 r- ku fi WIDE WHITE STRIPE (PER DETAIL 39) (7 + " " O -.M9�0 • Y�Illi . • Y� Y r.11•� • • Qp " ® NN 4" WIDE WHITE STRIPE (PER DETAIL ' um > N pt"Nor ® Qoil . N a W F- 322+® 323+00 324+00 c� 325 00 326+00 9g --- —M-- D #— — .-- I— 327+00 " N —I—'--' -- I— -- -- — — ---� J INSTALL CAL-TRANS. STND. R10 ONE WAY SIGN T. ® t� p INSTALL CAL--TRANS. STND. 7.00' 17.00' 7.00 INSTALL CAL-TRANS. STND. 4 STA. 322+47 0 "� R10 (ONE WAY) SIGN (RT.) 0 TYP TYPICAL TYP. R10 ONE S1GN RT. N a p STA. 325+00.00 WAY ®.w • �r • ®�� w..rr.�.n • STA. 327+00.00 O r r® ..•" • ..ems .wr.. .. w ..iw..°...e ups • •...•w 0 N 4" WIDE WHITE STRIPE (PER DETAIL r " r" 6" WIDE WHITE STRIPE PER DETAIL 39 C� < 4 1 9 . . a® dul mase. r . ...ear . woola®. . lalar a.aar . aa.® severe . o arm r ara®l nominalr assert . aa .aril• . ---a r.� r .seer alr . �n.rr a.w® a �.i..r arm • rear ..�� . ..s Ira® r serer aa�°l . Li 6-ilill! U SCALE: J"=20' HORIZ. /,/?/ ,1 � � < DATE: 7/14/92 J.S.p. s � r GRAPHIC SCALE 7 �oB N0: 91-611 Af /. 20 0 10 20 40 a0 SHEET ( IN FEET ) 1 inch = 20 tL OF SHEETS 0 LJ / INSTALL CAL--TRANS. STND. LL__ J / 4 WIDE WHITE STRIPE FOR/ 100 L.F. PER DETAIL 22. zW Li Lij INSTALL CAL—TRANS. STND. wuR1 (STOP) SIGN AND CITY / z '� <tINSTALL CAL—TRANS. STND. STREET NAME SIGN I INSTALL CAL--TRANS. STND. F JOiS R81 (BIKE LANE) SIGN R81 AND R81 A SIGN CL m • V7 Z ONEMOM ■ MONSOON a am ION mom= . aroma . ■ STA. 330+23.97 12" WIDE WHITE STRIPE STA. 331+69.81 --� t� w w • ■ • . +arao r aoer� mrro r w�m. r �e�as mimarair �■■■rn� . ®r® w■waiw . . �enr■® .tee . rip .■..r• ■ w.wo . sra.�.r �.r.� • �nr� .r.i.e . .■wrs ��t s a■ir� �� r a�.rti� s•� . a�■■�� +�..■. . r■i■i.r■ �■.r . a.r.w® ®e■r . �rrrr ar• LLJL-Li �' CL 5; ® / 12" DE WHI STRIPE n m w <Cw �C Qo}}--- PAINT GURf3 RED PAINT CURB RED �I I h— _ 25 L.F. ONLY 12" WIDE WHITE STRIPE 20 L.F. ONLY T INSTALL CAL—TRANS. STND. W TYP. L.. .�,., ,,,_,� �r J R7 AND R7A SIGN(S) NTH � � INSTALL CAL-VANS. STND. W R7 AND R7A S GN(S) WITH '�"'""' � TYPE K--1 MARKER 7.00' 17.00' 7.00' 7.00' 17.00' 7.00' TYPE K-1 MA ER STA. 332+50.00 U, +TYP TYPICAL TYP. , 0 TYP TYPICAL TYP STA. 330+45. 71 r • ® ® �,� • w ca 35.00 35.00 -- ___._.. -N �-�-- --- -- 35.00' 35.00' 71.62' o o 9 w ® N w q INSTALL CAL—TRANS. STND. a N a<— < R11 AND R11A (DO NOT ENTER) � �r Q SIGN(S) STA. 332+15.00 w vi N ? ca 328+00 8" WIDE WHITE S IPE (150' LONG) U. z • v +�� 3 0+00 cs > -----1--- — 1._.,. 331+0`0 _ ® 332+00 333+00 o I-- .._. _ R-- -E N I--B 1 .._ w 8" DE OTE STRIPE (150' LONG � INSTALL CAL—TRANS. STND. `" _- INSTALL PT CAL--TRANS. STND. � w R10 (ONE WAY) SIGN (RT.) ® TYPE K-1R7 AND MARKER NTH INSTALL CAL—TRANS. STND. INSTALL CAL—TRANS. STND. STA. 328+fi0.24 STA. 331+17.65 E R11 AND R11A DO NOT ENTER) • .•...rr® • 4 WIDE WHITE STRI (PER DETAIL 9) SIGN(S) STA. 331+60.00 R81 AND R81B SIN a,._._.• STA. 332+15.95 0 N N INSTALL CAL--TRA S. STND. t�('1 u • `" imumJ R10 ONE WAY s N BEGIN DOUBLE 4 WIDE YELLOW STRIPES PER -�- to fi" WIDE WHITE STRIPE PER DETAIL 39 STA. 332+50.00 CAL-TRANS. TRAFFIC MANUAL STND. SECTION � 6, DETAIL 29 FOR STRIPED MEDIAN ISLANDS, • ... w "� _____ '� �, �. -. ,.-____. ,, �, r �- �� �� I AT STA. 333+21.02 TO STA. 336+51.02. Q > PAINT CURB RED 12" WIDE ITE STRIPE PAINT CURB D .��._ __ _ W 12" DE WHITE TRIPE /'" - 23 L.F. ONLY 22 L.F. ONLY PAINT CURB RED �. .� i 20 L.F. ONLY �.i W! ITE STRIP 1 " WIDE WHI STRIPE I • ■ ■ ..� . �... . ®.■. ..�■.. ..�... .�.. . �.. . . . .�■. . . �. aorto. ■ ,...�.. ..... . ..■.■■� ..� . .� ..�..® ■ ...■.. �. . . .�.. ,.■■... �... ..■.■ ...■.. .�, . .® .■..� ■ .�. .rsi. ...... :� Q 12" DE ITE STRIP7 "air■ ■ ■ '..�' .mora "...,' „"' . �■." ■�.." �� C� I 12. WIDE WHITE STRIPE W z f I _ w I '� Q Iz f —1 I f f I I I INSTALL CAL—TRANS. STND. L E G E DW I CD R1 (STOP). R17 SIGN AND I I CITY STREET NAME SIGN Q I I I INSTALL CAL--TRANS. STND. �' 1 �i ' z f I f SYMBOL DESCRIPTION II R1 STOP SIGN AND CITY cr_ o f I If _ STREET NAME SIGN w DIRECTIONAL PAVEMENT ARROW PER CAL--TRANS. TRAFFIC z <MANUAL SECTION 6, TYPE 111 ARROW. (,24 LONG) I iiia " � � I I I f I ■ �> W wC=)c:) DIRECTIONAL PAVEMENT ARROW PER CAL-TRANS. TRAFFIC 0 I I MANUAL SECTION 6, TYPE V ARROW. (WRONG WAY, 24 LONG) co BIKE LANE PAVEMENT MARKING PER CAL--TRANS. STND. PLAN i i A24D, WITH DIRECTIONAL ARROW TYPE 1 (10). r� DIRECTIONAL PAVEMENT ARROW PER CAL-TRANS. TRAFFIC N ® T E MANUAL SECTION 6, TYPE V ARROW. (LANE DROP, 18# LONG) ADDS WE ALTERNATE NO.3 PARKING STALL PAVEMENT MARKING PER CAL-TRANS. TRAFFIC AS ALTERNATE, CONTRACTOR SHALL BID AS r MANUAL SECTION 6-35, FIGURE 21. (4" WIDE WHITE STRIPE) A SEPARATE ITEM, A STRIPED MEDIAN ONLY PER CAL-TRANS. TRAFFIC MANUAL STNDS., � • LANELINE(S PER CAL-TRANS. TRAFFIC MANUAL SECTION 6, DETAIL 29 FOR STRIPED MEDIAN ISLAND(S). FIGURE 2. PER DETAIL 8, 4 WIDE WHITE STRIPE) ALL STRIPING SHALL BE IN ACCORDANCE WITH 12" WIDE LIMIT LINE PAVEMENT MARKING PER CAL-TRANS. GRAPHIC SCALE Q CAT--TRANS. STND. SEC. 82,84,85 SPECS FOR TRAFFIC MANUAL SECTION 6, STND. PLAN A-24D. (CVC 377) z THERMOPLASTIC TYPE MARKING(S), TYPICAL. "STOP" PAVEMENT MARKING PER CAL--TRANS. TRAFFIC MANUAL I I �I I 1 0 ALL EXISTING STRIPING SHALL BE REMOVED MANUAL SECTION 6, STND. PLAN A-24D. (8' HEIGHT) MM LL BY WET SAND BLASTING, TYPICAL. REFLECTORIZED DELINEATOR PER CAL--TRANS. TRAFFIC ( 1N FEET ) MANUAL SECTION 6, STND. PLAN A74-A. (TYPE F, CLASS I) 1 inch = 20 ft. Q W C? J N w O LLJ DQ 00 W w + 0 uj (N cf) 0 0 . aw.raw . gloom INAMM . annom ar.rws . . V� I ■ e .■row wrrr® . aroi aoaw . .r■w® aeawar . ..■■� raow . tons ooror . ®nom a■nor a Mwrnri aarrr ■ ■rnr rorrre . .orra ■4n.■ r ■orrr '®,■ • s®es a■r.rr ■ SIMMONS . .eros awrnr . ornr .rn�s � Q Z C) Lq LLJ Li Up) LLW Q ,Q 1` ' � N 0Q � N.Ni 0 s Q u 78.3 30® ®s 00 30 30. .00: STA. 335+61.02 STA. 336+51.02 W < STA. 334+71.02 C.L. OFF.=-6.00' C.L. OFF.=5.25' ® Q C.L. OFF.-4.50' END PROPOSEDSTRIPED MEDIAN EXISTING STRIPED TWO-WAY LEFT TURN LANE --- p„ - 334+001 335+00 336+00 337 338+00 a + PROPOSED STRIPED MEDIAN BAY TAPER 30.00" 30.00' 30.00' I A REMOVE EXISTING STRIPING TO STA. 335+26.02, U TRANSITION PROPOSED STRIPING TO CONFORM TO EXISTING STRIPED TWO-WAY LEFT TURN LANE. ■ . . ®n.. . . . . . . gnaws mommo ■ . rims. ■ ■■r arms . aero . earn. .■nota . .trot ate,.. ■ SIMMONS'* ow� . ■_.n. a_r. . a� rrr® ■ aoor ._. . a�, a■... . ,.n® � e anon ■ .� .nas.r r ....•_ .e.� SCALE '"�2 0' H 0 R I Z. NOTE : . PROVIDE BAY TAPER(S) PER CAL-TRANS. DATE: 7/14/92 J.S.P. HIGHWAY DESIGN MANUAL, TABLE 405.2A, FROM STA. 334+71.02 TO STA. 336+51.02. JOB NO: 91-611 SHEET OF SHEETS Ca z w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PO rl- w C-4 to L0 *4" ) N M o 0 00 0) V_ 00 L0 (3) v- C*4 n "t .4- n n T_ 0 m w I I -q- LO 0 U') (0 (0♦ 00 CO LO L0 Lr) (0 0) 00 (0 r-ri 1'ri vi 1-i tri C� C� C� No l4i vi •vi twi rli 1.4 C� C� 12 zm • C� cl� NO No C� vi vi vi vi 04. C'♦ • • • to n 00 N . . . . . . •04 N N. N. N. . . . . . . . . . . . . . . . . . . . N. . . . . . .4 N . . . . . . . •. 0) 0) 0) m m C%J . . . . . . . . . . . . . . . .N N C14 . 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I I - - ' * ' * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . 922 932 932 Cn w cr_ ui => w -i 0 922, 922 fy w (n V) W U) - 922 . . . . . . . . . . . . . .0 . . . . . . . . .. . . . . 0 w < w s m w m w015; > 5; �- 23.56' 23.56 23.56 23.56' 19.30 17.89 w m 1.9170 ;� w < w w --No. Ce Or-, cr_ CL w 0 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . 920 930 . . . . . . . . WO . . . . . . . . . . . .0 . . . . . . . . . . 930 920 920 920 w m 31.42' 31.42' 47.12 • 47.12 38.60 35.77 __ __ - - wcr-. 1.01. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 77 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0"1 A"'HT LEFT RIGHT LEFT RIGHT LEFT HU awsk Is alft Aoft& a'Ov"t'duft saft AOW*l 16 w A .0.TATEHUbrITAL ENTRANUE SAN RAFAEL Ru'aw"'AD A DRIVE w rftomw& 101%12 omftk "URg""' RN PROFILE(S) so kam;uRb 0 R E T sun 0 R&N w ro%0 Rv`F I L E(Soft Cumtj RETURN PR On" CES) > . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to to I-- ot to W N to .4- 10- 0 (0 r_ 00 -c- 0 0 1-1 Cq 0 00 00 m oo 0 00 r_ ot 0 LO r- _ ff) - NnOr- M .- C3 C5 6 C3 00 MOT- V) if) (0 00 0 0) 00 rl- 00 (y) 0 T__ N 't (0 r- r- CO pe) r- CF) 0 4 66 0i 0i 0i 6 6 0 0 C� C� pej 14i t4i r4i Vi Vi 4 too Lri (0 6 (0' (6 (6 (6 Co (6 (00 (0* (6 (6 (6 r) to It 14- 14- In ff). . . . . . . . . . . . . . . . . . 0 0) 0-0) . . . . . . . . . . . . . . . . . . . . . . '0)' "m . . . . . . . . . . . . 942 . . . . . . . . . . . . . . . . . . . . . . n . . . . . . . . . . . . . . 936 940 ' ' * ' ' * * ' * ' * * * ' * ' * . . . . . . . . . . . . 940 942 16) nch 0) '0i M 0) 0) 0) 0) 0) 0) m 0) Cn m 0) 0) CD 0) 0) 0) 0) CD PLACE 1.99 11201 936 M 01) 0) 0) 0) 0 0) 0) 0) 114- wt REMOVE AND RE lq- m m m 00 00 2.07* 547 -4- It - 00 00 EXISTING CURB, WARP TO MATCH- < . . . . . . . . . . . . . . . . . 940 'q n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cr . . . . . . co co w 00 m �9 0 00 < . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 938 1.23% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 934 . . . . . . . . . . . . . . . . . . . 934 938 940 w m 1.22% 1.99% m • 1.22% ....... X Cr_ 122%1 1 oc�. w cr_ . . . 1.22% . . . . . . .0 . . . . . . . . . . . .. 936 938 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 938 LIJ 0 . . . . . . . . . . . . . . . 1 10 932 936 ' m 932 •' * . * * * ' * * 0 ' * * * ' ' m w m Uj m 0 15.71' 1571 15.71' 15.71' 15.71' 15.71 15.71'j, 15,71'_ w -I- - -00 - CAP . . . . . . . . . . . . . . L.. . . . .. .. . . . . . -1 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 936 wo I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 934 _F . . . . . . . . . . . . 930 934 m 930 , . . . . . . . . . . . . . . . . . . . . 936 31.42 C) 31.42 31.42' 31.42 31.42------------ CURB RETURN 31.42 a C I r. . . . . . . . . . . . . . . . . . . ...... C) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . soft mafth,11 IN � z v ir LEFT 0 R'"1 LEFT RIGHT c0:110 _< M A tw mft L E S"*1 ri OR`E El m I L LOITATI UU mT At`43 H S 1"1"0 R&E E T co"ill 0- 0419 w 0 CUR tPm 3A p R 1"t m: TIJR N rrft RC�FIL.E S "NNW �-. t-OHU b CURB RETURN CQi C'URb RETURN sm wft Aowl&FILE(A"&) c�l .mss . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 C" n 0 M 0 CD 0 1* ff) CD 00 I'll in 0 C= C; 6 00 d 0; a; 0i Cn* 0; 954 Rum, Itd) 0,11 `0 954 00 00 �po 00 00 00 GRAPHIC SCALE 952 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 952 20 0 10 20 40 80 3.1 ly ---------------------- I 1 11 Imw- I III E X I S T I N G ................ . . . . . . . 2.®. . . . . . 950 950 ( IN FEET 15.71 15.71 1 inch = 20 tL (HORIZ.) . . . . . . . . . . Icy . . . . . . . . . . . . 948 948 ui 31.K2" m I . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . rmwnavm LEI-" l R41 A G'HT §0 AON%L rm%wwmql� AWRAL N U E 0 EL bumuu AVE'L U. ONE ,Oft&l j Uumb RETURN rHUFILE �r CW � �i „Q Q °Cw C.� © Cr CL C0 va 0 Q Q Z mQ %as Ld L4 .ADDMVE ALTEMATE NO.3 Q � WORK INVOLVING THESE TWO DETAILS AND W OTHER WORK SHOWN ON THESE PLANS FOR THE CONSTRUCTION OF THE RAISED MEDIAN 8.5" SHALL BE BID SEPARATELY. CITY MAY ELECT Q. s$ - TO INCLUDE/DELETE AT ITS DISCRETION. j COLORED & TEXTURED CONCRETE. COLOR 0 5 -1 3.5 0 ---------- & STYLE TO BE APPROVED BY CITY U) ENGINEER. MINIMUM THICKNESS SHALL 0 R W BE 4 INCHES. INSTALL PER MANU- R 50' 50' #4 LONGITUDINAL BAR 61 6a -1 FACTURERS RECOMMENDATIONS. 6 10' VARIES VARIES 12 VARIES VARIES 10 nP;5" 2.0% _) 4.. MEDIDETAILB C. S/W (SEE PLAN) (SEE PLAN) EXIST. PAVING"4 SEE ) SEE PLAN EXIST. PAVING 4k 4 Cn SEE PLAN FOR (FINISH SURFACE) a 62 EXCEPTIONS OVERLAY TO MEDIAN 4.25* A.C. SEE---Ohw I!!MIAN FOR SMOOTH TRANS- 8 12"SAWCUT DE AIL (TION AS REQ'D. _T-1 #4 DOWEL SPACED 4.0 � U O.C.• 0 A LEN GH T OF 12 #4 x 12'" 0 48" O.C. % (EACH SIDE) 2* SAND LEVELING COURSE 1 =20' HORIZ. 14.5" CLASS 11 EXIST. PAVING SCALE: 1"=4' VERT. AGG. BASE DATE: 7/15/92 J.S.P. l0w& A MEDIAN DETAIL JOB NO: 91-611 ELUAM I REAL "'I"T'PICAL PAVEMENT SE uA0ft&TI%aN &MAEDIA141 CURmftom D&ETAIL NOT TO SCALE (CALTRANS N8-A, TYPE 63 CONCRETE CURB) NOT TO SCALE SHEET NOT TO SCALE ol OF SHEETS 6 . . . .Cr- CONSTRUCT CONCRETE HEADWALL PER CAL—TRANS PIPE CURVE DATA STANDARD D86--B, TYPICAL REINFORCED HEADWALL 4 = 0004'4'26" v • . . , / , GRADE CHANNEL TO HEADWALL AND PROVIDE 25LB. R 350.00' CONC. / V / S PE 0 TION ASPH 4.52' BLDG. BLDG. BLDG. / BLDG/ BLDG. { , , " : ?'� Wj BLDG. .J r' ••c • .� / / C'4 •� CUA ., • `� O • • �-• WALL ' I �' T. . .. •- >-- •...,�... 9 a rte. •. `•._..° ,,,.... .. ........................................................... ..• : : :.'. . ...... . ...°. .. ....... ...... . ...... . ........ . • . • , , . . . ... ,,� �� P. v t!1 ° • .:::°:°.... ... ...... ...... . ...°....... . :: . . .. . ......... . ... . ...°.'..... . .... . ..... . ...... . ...... ....:. ... .... ........ . ........ .. .... . . n . : g U W 5 LL, •C)o ° ` .. ........................°......�:: :..... . ... ... .. .... ........ .......... ....... ..... . ..... . . . •930 Cr ,: • • • 1J '� o W � w • 2: '(�! ,j°• • .::::. . ... .. ............ ... ... ...• ..... . .. . .. . . .... . ........ ......... . .. . ......... ........ ......:::.... . ::::::... . ....... . ........ ::........ . .........::::.`.'::::::::'.'.'.'.'::... WALL ' • WALL AL © W S a. • • , . 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W o . ... . , • 1 1 , (STORMDRAT LIN C �`"�': �� w I ac 1 1 EG NIN .... .,«..._...� ..®®:��..• _._..._ .� «._.._. .._ .. I®� ._. • • . . . . • • .,. �. ., • 41 b UJ`'-'1.i1 1.i.G7.w.......�.. . ....a. ..... .i... . ...i. ... ....... .... .... . .�• �� .'� ,�4J '�,' ....� i .. U .. . , .. , i F i 1 ul �• , _j Vim.. (ri a'�i U • p ° • • . ...... Ln 0 DRAIN I LET PER o, �`'�S �ti, z a. °• 311+00 :0 312+00 ® 1 1 DET.B, 1I , �- p sn ° P • �• 313+00 314 STA. 31 +12.11 , �Q` . .. �`y•�l `� -i `_' �-' -g I- -I 1 5'{00 E1.=923.07 T.G. -. S33 02 23 E �. 1 —•-1 _1_____ Li . • ° � • .' • ,• ' ' x:11 I l �1J ' ESS •-----�-- ...�.._�"��. 0.00' 30.00' 3®.00' •1 1 1 1 50.00' 2.T3' ,■„ CO 11W....- ..._...�.__. ___. • •°..11,1 �..«.._,. .�.... �.....1IL_ .�. ®® .�..�: • -•� .- ® .� l.11 _.__ ...., _.__`___.•.W IW ._.__....._..•_._ _I _ .. 1 1 1 ESS---t-- --------- ' d- •• .�• ., _._ �1L; ...-:--..- -- _ ___ . . . i �.i PROPOSED 2--36" H.D.P.E. �,'� }-- c • . • • • . . .......... . ....... . .• .... . ......... . .... . I t r• °,�-�---°-�EMOVE EXISTING CONC. APRON � �..� w •,� 1 ADS N-12 STORM DRAIN �- Cr • • ° _; • . • E S.�- -. .. �;- EW •1• STORM DRAIN LINE 'B'925 .. . a v . , • . .. ......... ...... • ` • . . . . . • • . . ... • • 1 1 , 1 '1fi94UST EXIST. VALVE EXISTING STORM DRAI>� �----- C�� L `ZD � -- •• •1•i i 1 BOX. FIN. GRADE (TO BE REMOVED N �'' "moi • • • ' •• . 01-1 .... P POSED 5'--q"• .WIDE AGG. BASE PATH (6 THIOK) '464.52 L. ''' '`''' -O- -920 1 1 1 C, ...... r ,...... . _ 1 1 i 1 •�•.�. . . • •EXISTING CONC. -'!�: D ';d„ °l :B. PA r..�' to 1�'"..' '�...... ' "'...r' .,: _.... :•� . ..... 1 ; 1 POLE TO BE . �.• WW �i 1 1 REMOVED j•.,• C� ¢ ° • • • • ° ° 1 2:1 (MAX.)- 111 SIDEWALK U DER AIN IlfH � s °• • COVE R CITY OF - I C/',� CL ATASCADERO STND. 510 ' N'i`' ""� 60•p0' PER _I • • '•. '• • •• STA. 314+32.66 � Cn •�• o 15+86.84 EXPOSE AND DAYLIGHT C L. 43 00 2 �..� r� CD �' . .•... . .. . . , , r'� AS REQUIRED . O • EI ISH GRADE • • • . • ,� • • . ® , J �� 18 DRAIN ATASCA-DER0 TATE HOSPI:�A .� .1� • • a® ®� .. , ;, o 4� uu W . �� 18 j', , �, EXI STl N G 12 • . . . . . . 930 : . • • ��,!� O� 241D m ` Q W �J N : H.D.P.E. PIPE � 20.00 N— CTO BE REMOVED, NNW ° I-II ALE ° • _ : � � • • NTE: 20 0 ® ® �o PROVIDE 25 Lb. RIP-RAP S�LOOE RELOCATE EXISTING STREET ST �M DRAIN INLETS AT CURB PROTECTION, LOCATE PER CAL LIGHT BEYOND CURB RETURN PER ET. "B", SHT.14. j1!!!jje;- TRANS PLACEMENT METHOD B. CONSTRUCT PIPE INLET STRUCTURE ( IN FENT , ROCK TO BE SECURED WITH PROPOSED 3-36" H.D.P.E. PER DETAIL ON SHEET 14, WITH IRON r I �� _ �® �� CONCRETE SLURRY MIX PER ADS N-12 STORM DRAIN CAL-TRANS. STND. SEC. 72. (STORM DRAIN LINE 'B') GRATED OPENING. EXISTING TREE(S), TYPICAL. RELOCATE WATER CONTROL VALVES ,Q z 0 0 J W a ,� LO ci w i- — = r~ w ® Z s 11�950. -'. ' c? :! . . . . . . �? -? -� . -•� . . -; . _ . . . « z .Q . . : 950. . . . . .� >. t� N Lj- Li- W + ea tt> . - cc w I • J CC9 . C� 1— �'� V) ,�y cV F, f-- • }- (n i— >` Q �. . uj w 0 .� � . . . . . . . . . . . . . . . . . . . . . . . . . . . C AQ. ® 00 �✓UC) 00¢d . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . .Q. . .(Lt �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,� d6. �- V 0 LLA __.1 11 0-. II 11 II 'II �,.. 11 11 II ci � to to 9 40. k 1�1 . ..j uj `.�'. .w w. . . . . . . . . . . . . . . . . . . . . . . . . . . . w w. !� w . 1- Lij . woo. . . . . . . . . . . . . . . . . . . . . . . . . . ¢ .�•-•.a. ° Z. . . . . . . . . . . . . . . . . . . . . . . . . . 9 40. •11i--a z do0- : °® �- F.: SR z cn r- cn . a�F-,- o a- z v---z Z Q •.o �' _ . . . cv. ' . « r.° . . . . . cv c .x d- GRADE EXISTING DRAINAGE PROPOSED TOP N . . . . . . Lid ® `�' `w °'� Q w o w T cvoo ' . �'w cv 0 CHANNEL CSA�1.0%' TO ®AY— OF SIDEWALK �`Ec�• ®o�e� Q o • + `- ® ® o n o TOP OF PIPE EXTENDS INTO BASE N + a + o `+- +NN N � z j' •�Cd N LIGHT, TYPICAL BEYOND � X04 C° LL �, � N a' '�- �- �--�,,,N `- "� �-- STORM DRAIN TERMINATION. ' Do a� "." 930. . . _ o .. ,� . Q .�? SECTION, PF QO IDE CONCRETE. EN- . . . .a) z . . cnc) . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . .. .o. . . sem. . . S 930. . 'z'-j <t C7 <C 11 B CASEMENT• . II �aC' o <iC <r . Q II II . <[ ;z ® .II ¢ PfZOV1®E '2� LB. RSP--•RAP, EXISTING GRADE <ti�'aiI' a o ¢ 1- w 1- F- J 1--• J F•- F- i- w H !-J J !- W - Z J F- t; I-.J-I • 0 o V)C, c� tes w V) w V) V) V) ® V) U)Ww V' M M w w u) AS SHOWN IN PLAN ABOVE. ° PROFILE v3 Mw : . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . : ____--- - �.. ---- ------------------- EXISTING • EXISTING GRADE PROFILE Q 920: . . . . . . . . . . . . . .,_.. . . . . . . . " -- _ _ . . . . . . . . . . . . . . . . 920. ..."' Q, 2®36 H:D.P.E. PIPE• (8.8°L°.F.) 5=.0025' '3-36" H.D:P.E. -PIPs- (97' L°.F.y S*.00257 -- . . . . . . . . . . . .o . . . .® . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . _ . . . . . IIA 2-36" H.D.P.E. "ADI3" N-12 PIPE 12-20 L.F. S=. 025 FINISHED GRADE PROFILE : 36" H.D.P.E. "ADS" N-•12 PIPE � . APPR®X. :EXIST. L®cATI® OF (". ) (5 L.F.) s=.o10 910. . . . . . . . . . . . . . . . .Hl PRESSURE• GAS- LIN . . . . . . . . . . . . . . ,APPRQX, LOCATION• F EXISTING !Z"' WATER WATER LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 910. . . . . . . . . 2-30" H.D.P.E. "ADS" N 12 PIPE APPROX. LOCATION F EXISTING 8" SEWER LINE a DATUM �, V (13 L.F.) .S=.2286 : APPROX. LOCATION F EXISTING 12". WATER LINE ` DATUM LEV A --- 90 00 905. 90 lq- 00 r6 C3 r7 cv cn N �. .d e� eel cv N N T_ N c� vi m m rn a) 10+00 11+00 12+00 10+0010+10.23 NOTE: CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL NOTE: FOR STORM DRAIN INLET CONSTRUCTION DETAIL(S) SCALE: 1„=20 E R . z. U mm L)Hce3a"I A wo'RL I TCR DRAIN � =10 BERT. UTILITY LINE(S) AND STRUCTURE(S) PRIOR TO EXCAVATION, REFER TO SHEET 14, TYPICAL. OIL m LINETYPICAL. LINE �1 DATE: •7/15/92 J.S.P. JOB NO: 91--611 SHEET ft L OF SHEETS }W- d a NON--STANDARD WIDTH EXISTING �- i� i SIDEWALK TO BE REMOVED AND w REPLACEDTHIS SECTION ONLY PIPE CURVE DATA BLDG. C7 .0 ( ) ® — 08°13'09" BLDG. R 350.00' 11 � V)z �v ® � �. - 50.21' -. � BLDG. -� �2 ®w + Lo ,� DIRT CONC. OD + ® ASPH. ASPH. o ASPH> . . �- P 1l Lij °i- Lij t II D T + ui v) �-- PROPOSED CURB, GUTTER, SID LK ® PROPOSED CURB, G ER, E K -_- Lo :Cr- Li 66.5 L.F. EXISTING SIDEWALK I -C}- 220.41 L.F: . 1 1 �t1 EXIST SIDEWALK --fes: ROPO .CURB, GUTTER, & SIDEWALK 1_ -.�' � _ - I_.. _._ _ _ _. ._ .�� -,� 15+49.47 10 .38 L.F. (f� PIPE'cuRVE DATA • —•�•�• _.-_ _..�'._.._— � —• C� e,...r.i ®.-- 07°21'46" .•' w �"-•-�...__ PROPOSED 36 H.D.P.E. STORM D IN - �--- ���� ___ -- __- EXISTING SIDEWALK -- �`�"� ui a `.R -35 . --- _ _._._.—_ _ _1 ��._ — __. `�'� 7��ocs2ko EER �-- - L 98' °• ® NOTE: REFER T GRAVEL DRAIN DETAIL ON SHEET 15: /. �� c3' PIPE CURVE DATA r--• z:,,, �Cr• N m cj w ® c a �� �3X LO ®7"11'07" DRAIN INLET PER DET. 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Z W � � — NN CK 935. . . . . .. . . . . . . . . . .. . . . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . .. . . . . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . ... . . . . . . . . .. . . . . . . . . . . cn � . . . o . d W fes• J J0 L,. . +1.42 - -- __-___ -� ----------------- . .. . .. . . ... .. . ... r . ... ... .. ... .. . . .. . —_�.,....... 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WMWANN Q .DAT E LE'V d Z 910.00 Q oo tet- c:U e� o o c� ct� �rn cs� �- LL Lu 0 D vi 4 L6 L6 r� t� 06 6 M �" > N N N N N N N N Q c�a cn 0) rn w O3 °' 0J Q a W 11+00 12+00 13+00 14+00 15+00.nm rl uAo",hRM [0)" HAIN LINE Co"2 � --� -� '7t- . . . . . . . r NOTE: FOR STORM DRAIN INLET CONSTRUCTION .....�. NOTE: x DETAIL(S), REFER TO SHEET 14, TYPICAL. _ PROVIDE-CONCRETE EN- � _ 955% w (? CASEMENT AROUND EX. a. : NOTE: H.D.P.E. HIGH DENSITY POLYETHYLENE p �' 1 -WATER `.INE 'AT' CROSS. a zi `� m (SEE PLAN ABOVE) W � � .� : NOTE: CONTRACTOR TO VERIFY LOCATION AND ° L. W : : : .� a. : o : DEPTH OF ALL UTILITY LINE(S) AND STRUCTURE(S) CL �_ °� ',�.,, EXISTING- 6" SEWER FORCE MAIN � °- °j PRIOR TO COMMENCEMENT OF ANY EXCAVATION. Q Of J W w EL=929.fJ TOP OF PIPE < o : _j W o 945. EL z . . 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