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COUNTY OF SAN LUIS OBISPO
STATE OF CALIFORNIA
TP TOP OFPAVEMENT cc,,)� HE'E`T INDEX
T_l-,,%4l-i EXISTING TELEPHONE MANHOLE
55'M 1. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN—PLACE ALL EXIS-IING U111LITY SERVICES AND APPURTENANCES
H "EXISTING SEWL , MANHOLE Tc mp OF CURB
C",7,
'R, TEU.,�PHONE, ELECTRIC, CABLE) WITHIN THE AREA. OF WORK, LUTILPY SERVICES SHALL REMAIN IN
S:5C EXISTING SEWER CLEANOUT PT POINT OF TANGENCY (GAS, WATE I - ') BY THE UnUTY OWNER AND THE
SERVICE AT ALL. TIWES DURING CONS11RUCilON UNLESS OTHERWISE APPROVEIL
,PC POINT OF CURVATURE
3DVH EXISTING STORM DRAIN MANHOLE CUSTOMER, WATER SERMCES INHICH CONFLICT WITH T14E IMPROVEMENTS SHOWN ON THESE PLANS SHALL, BE PREPARED BY 1�'', 2 r""-4-8 C
RELOCATED BY THE, CONTRACTOR. OTHER UTILITY SERVICES SHALL BE RELOCATED BY TIHE UTILITY OWNER. �J
EXISTING,STORM DRAIN INLET/ ATCH BASIN SEE CONST. NOTE 1, CURRENT SHEET
'2, 14-
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'OR ',3HALL RELOCATE OR PROTECT W-PLACE ALL EXISTING SIGNS, SIGN POLES AND APPURTE ANCES
IS VIM EXISTING WAT ER 'METER U�O.N- UNLESS OTHERWISE NOTED 2, THE CONTRAC"If N 2 "D
T 'H
'4174N THE AREA OF WORK, EXISTING SIGNS WHIC*�'H CONFLICT WlTH THE IMPROVEMENIS SHO^ ON T ESE PLANS
�G IN
N' 1485 EXISTING MAIL ;aOX 41
o4 �,J�,J
C' RE'Al t 8 C'
SAWCUT LINE SHALL BE KLOCATED BY THE CONTRACTOR. ORIH
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Suite lRob' 2�
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19 POE EXI$-fl-NG P-GE BOX, FURNISH AND PLACE ASPHALT' CONCRETE 15. THE CONTRACTOR SHALL. RELOCATE OR PRIOTECT IN-PLACC ALL EXIS'PlING MAILBOXES AND APPURTENANCES WTHIN 72 tot fes,
MAILBOXES WHICH CONFLICT WTH THE IMPROVEWENTS SHOWN, ON THESE PLANS SHALL BE r\
THE AREA OF WORK, I � 1�_ - n+
RELOCATED BY THE CONTRACTOR. MAILBOXES SHALL BE RELOCATED IN CONFORMANCE, WITH THE REQUIREMEN TIS L.. A NA REAL,
EDGE OF PAVEMENT
E,XlsllNG TELEPHONE PEDESTAL EXIS 'r ISTRIJCTION�
OF THE U.S. POSTMAST'ER, MAIL SHALL BE DELIVERABI E AT'ALL IIMES DURING CON
T—PED
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WV EXISTING WATER VALVE EXIS11NG SIGN,
IN 'RE HYDRANTS AND APPURTENANCES "THIN
4. THE CONTRACTOR SHALL RELOCATE OR PROTECT I -PLACE ALL EXISlING F1
RIGHT-OF-WAY
6 c v EXISINO IRRIGAlflON CONTROL VALVE THE AREA OF WORK, FIRE HYDRANTS SHALL REMAIN IN SERACE AT ALL '11MES DURING CONSTRUCTION UNLESS OTHER- A
AIM -3
D BY THE CITY FIRE IMARSHAL. FIRE HYDRANTS WHII"'H CONFLICT M'rH 1"HE IMPROVEMENTS S1,40*4 ON I N1 C' AL Z ,, 4
RIGHT-OF-WAY WSE 1APPROVEt L j
L L T
0 EXISTING JOINT POLE THESE PLANS SHALL BE RELOCAIED BY fiHm. ,CONTRACTOR..
0 EXISTING TELEPHONE POLE CONSTRUCT 2:1 SLOPE U.O.N. BID No, 96-05
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5. UTILITY POLES 'WHICH CONFLICI IN11H THE IMPROVEMENTS SHOANI GN lHESE PLANS ARE TO BE RELOCATED BY IHE
F",P ExisliNG POWER POLE RT RIGHT UTILITY OWNER PRIOR TO CONSTRUCT11ON,
R
0 A�P EXISTING METER' POLE LT LEFT
� EP EDGE OF PAVEMENT THF_ CONTRACTOR SHALL, UPON COMPLETION OF FORMING AINID PRIOR TO PLACING CONCRETE FOR CURB AND GUTTER,
EXISTING GUY WIRE VERIFY THAT ADE01 ATIE CROSS-SUOPE EXISTS FROM THE SAW-CUT PAVEMENT EDGE 'TO THE GUTTER LIP. ADEQUATE
1.6
-,H TING FIRE HYDRANT
A
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'EN 1% AND 5% 'I'OWARDS THE GUTTER LIP, IF ADEQUATE CROSS-SLOPE DOES NOT EXI T, A,
CROSS-SLOPE SIHAI L BE 8ETWE
EXIS CONSTRUCT PER DETAIL 16, SHEET 14
\,l 4,/ THE CONTRACTOR SHALL WMEDIATELY N019FY THE CITY ENGINEER WHO VALL MAKE ADJUSTMENTS TO THE CURB PROFILE,
CONCRETE FOR CURB AND GLITTER SHAIA. NOT BE PLACED 'WITHOUT 114E APPROVAL OF THE CIrf ENGINEER. CONCRETE
A 4
PLACED WITHOUT 'I"HE APPROVAL OF 'a4E CITY ENGINEER SHALL BE SUBJECT TO REJEC 110N AND SHALL BE REMOVED AND A A ND A
E THE CITY.
REPLACED BY THE (`eONTRACTOR AT NO EXPENSE �O
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STEVEN RCE 29743 EXP. 3 "31/99 DATE F` 7"�
";f ESTEK DI
C IF'I'Y �'NGINE
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IMPROVEMENT PLANS F
5L h A I tki n- IZ r: A I P, I
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----------- —-------
uj AREA 1 A Nt .C>i r-i 7—0 +1 IIz A-Y + .......... II --RIGHT—OF—WAY �21 uj
Agana A POO
a2 . Oi ...............Iw
08 IICONSTRUCTION CENTERLINE ............ ..................... ........ ........... z
4' I 9 W ..........NO BIKE LANE .......8 MARKINGS AT 40ow *ORO *wy "w vow CROSSWALKS TYP................ +
7......... owl r
RIGHT--OF-WAY v+1 01 00 I00+CONSTRUCTION CL DATA
17*28'44"R 2000*L 610.12 NOTE:ALL EXISTING TRAFFIC STRIPING, PAVEMENT MARKING AND PAVEMENT MARKER'S
MICH CONFLICT WITH THE IMPROVEMEJS SHOWN ON THESE PLANS SHALL BE ACTOR�0 20' 40" 80 SCALE: 1 40' to,
C,4i c4i Ni
L3 AREA I <+z A 0 z I<t z z IIuj II9,---RIGHT-OF-WAY Ion %" +u Nil 100dam --m-*0 *won, -7 go' ...........!��9B,5 CL 11 5 ............... ------------0 0 0 c............... q 0 C) 23+00 4- or kj I '4+00 ---------00--—----------- 14� W ......... E ---------11-1,Irn
02-I+ IRIGHT-60�LWA'"Y 9 CONSTRUCTION DATA
z A 15'06*30"
R 1000'+ L 26,169'
N z 0 AREA 2
z z CONSTRUCTION NOTES (THIS SHETTI ONLY)('11 PAINT " SOLID VMITE BIKE LANE STRIPE PAINT 4" DOUBLE YELLOW CETERLtNE PER ALRANS STD� DWG. A20D, DETAIL 39 PER CALTRANS STD. DWG, A20A, DETAIL 22 NO. By DATE, DESCRIPTION ANE,PAINT 4" SOLID WHITE RIGHT EDGE STRIPE PAINT BIKE LANE SYMBOL AND' BIKE L REVISIONS NS STD. DWO. A208, DETAIL 279 IN ROW PAVEMENT MARKINGS E S/ A I�y /
PAINT 6 BROKEN WHITE BIKE LANE STRIPE INSTALL CALTRANS R81 ""BIKE 'LANE" SIGN NOR TH COAST ENGIEERINGINC. S 03 EL CAMINO REAL BIKP— WAY PER CALTRANS SD, DWG. A20D, DETAIL 39A CIVIL U4 PAINT 4 BROKEN WHITE LANE STRIPE 100 INSTALL CALTRANS R81 A "BEGIN" SION ENGINEERING 'LAND SURV01NG -,PR OJEtT DE.VELOPMENT' '(U1, INSTALL CALTRANS R818 "END" SIGN 29743 **new E L CAMINO REAL
PER CALTRANS STD. DWG. A20A, DETAIL 8 0, 20' 40' 80 Exp. 3/31/99 PAINT TWO-WAY LEFT TURN LANE c.-ONSTRUCT SIGN POST PER Lo.u.w.m I, I 11, J�,I I I I.. * I @ 725 Creston Rd. Suite B STA. 2 5+8 0
DATE
STRIPE PER CALTRANS STD. DWG. A208, DETAIL 32 owns"=REMOVE EXISTING TRAFFIC STRIPING Paso R 'ble's, CA 93446 @ SCALE- 1 3.1 -47
8" SOLID WHITE STRIPE, VES R,C.C. 29743 EXP, 3 3
PAINT 805) , 3 9--31 2 7 EN J�1E DATE PER CALTRANS 'STD, DWG. A20D, DETAIL 38A (805); 927-8651, DESIGNED BY: DRAWN BY: CHECKE BY: 8 NUMB P SCALE: SHEE11".GMH 94--1,55 1 401 2 OF 1 5
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I0 20' 40' 80 LLJ CONSTRUCTION 0 LD A�!T A 15VW30 1 40'SCAL-R 1000* AREA 3 1 L 263.69' 01 tIII10 ITI I0 z tN
z< IRIGHT-OFWAY I2 Iill02 16 "m =.............. lSAW(�Tf L,j 26+0 0 28+00 29+00 304-0C 00 0 z............. ------- ......... ........0 4,19 W 4, 4 9 T RLINE-,"IIi ...........+ Iitm go mamewwwwwwwwom go so ammumm"Numm"m w no im as mommummummama an m me m so so ammawamommom No w* m IOU W =MftUW��STATE HIGHWAY 101 -----------............. RI GH T-OF—WA Y Iv Y IY Y I-MENT MARKING AND PAVEMENT MARKERS ALL EXISTING TRAFFIC STRIPING, PAVE IW41CH CONFLICT WITH THE IMPROVEMENTS SHOWN, 014 THESE PLANS SHALL BE REMOVED BY THE CONTRACTOR. Iz + I=> + C,
0 Iiz RIGHT-OF-WAY iAREA 4 11' 5'
iIIIIIIw IW-T ICONSTRUCTION'RUNE CENIE............... oil I2)_@0 41+00 4-2-4-00 3 0 4 4 Z. 40+00 ------ ............. IIw N 4,8' 20 t0 Iwo I+ --U2 wo rim +
now as =NORMA"" on so wommmaxammomm Ims No Am M, so to so to domm"Namamm" =0 m "mmmm 0............RIGH,r-OF-WAY STATE HIGHWAY 101 ILI,r'Y trp CONSTRUCTION DA TIA� 09*02',30"*R 1900'L 299.83' 0 200 40r 80 SCALE: 1 "=40'CO STRU,� ION NOI E L rH 1 PAINT 6" SO D-WITE BIKE LANE STRIPE Q/) PAINT 4" DOUBLE YELLOW CENTERLINE PER CALTRANS $M, DWG. A20D. DETAIL 39 ER CALTRANS 'STD. DWG. A20A, DETAIL 22 c7i monsoon; R E V1 S I(_`)N S OUM WHITE RIGHTOGE STRIPE', PAINT BIKE LANE 'SYMBOL AND BIKE LANE, T PAINT 4!' S, NO. BY DATE DESCRIPTION PER CALTRANS STD� D`WG. A2-09,.'.DETAIL,278 ARROW PAVEMENT MARKINGS iPAINT V SROKEN WHITE SIKE LANE STRIP INSTALL CALTRANS R$1 'BIKE LANE" SIGN NOR Th COA S T ENGINEERING INC, sy,IPER C�,LTRANS SM, DWG. A200. bETAIL 39A - EL CAMINU REAL WA#NSTALL CALTRANS-,R,81 A "BEGIN" SIGN Q) PAINT +# BROXN :WHITE LANE STRIPE UAL ENGINEERING LAND SURVEYING PROJECT DEVELOPMENT U! WSTALL NS.SM. DWG. A20A, DETAIL $ S' R818 'END" SIN -NAM PER CALTR A CALTRAN C EL INO R F 1 2. 40,ONSTRUCT SIGN POST PER Exp, 3/31/99 PAINT TWO WAY.LEFT ,TURN� LANE,S @ 725 Creston Rd, Suite, B STRIPE' PER CALTRAN S ,D. DWG. ,A20(a, 'DETAIL 3`2 DATE Rit,MOVE EXISTING TRAFFIC STRIPING Pcso Robles, CA 93446 PAINT V SOLID WHITE STRIPE I v(805) 2,39-3127 A E STEVEN PER CA4TRANS ,SM. DWG. A20% DETAIL 38A 7F(805) 927--8651 DESIGNED 8 Y7; DRAWN E97 Yll 8 NUMBER F:5 GMH A 9 4,
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I r�_,,'E\,/I""" 'e-)TNI`�' I � BY DAT �APPROVED COUNCIL RESOLUTION NO. 26-92 _Q/�Z DESCRIPTIONS i 6�' �k�lll . PROVED COUNCIL RESOLUTION NO. 26-92 _/j.p/` �DATEIAPPROVEO COUNCIL RESOLUTION NO. 26-92 �1113/11,0/91' 1, � 1,
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SCRIPTIONS � 1_--l__-----___.__,__ 1_11-1.1__l____ I _____---------__,____._.,___------�.-----�,----,----��-���.--.,--------___�_,,___qI ---�.-�,-----��,,�"-"�.--��----",".�,,� _________4_ ,
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I '�"' ,_- , � - 1 _,2 DESCRIPTIONS --I-----------
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I � � � I - -k- , DETAIL BELOW. THE RAMP SHALL =,N- 11 lim.I -_ _,_r_f -- I -1, / � "11-1, :, � � -
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' � ___-______-ll___i___ JOINTS SHALL VARY 's I -11 I Cv�, I ,i ��J owwollll�_____, ` �_______-.-----------� 4 i ��_-_APPROA�HTAPRON 4," �i ,� �, �
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112" 0 x 18",��' I TO ALLOW MATCHING 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF A. I*HICK� j- ___� ,,��,__-:!�� � 00 ; ,C. PA___� ---/-L--- � _)C� - I . I ���". I 1�
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CREASED SMOOTH __L_ .- — OF JOINTS ADJACENT ___L____llll , ------ :�_________ 1 4% -1" LIP �' � ��,,',
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RESAIR W/SLEEVE n ! MENTS. TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER TI -�,____, � I -0 *_,�_ . I ,,,
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W.)1 � STRUC"WRE BACKFILL , � SECTION A—A -___�� ,"
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AT ALL EXPANSION ; I ___ -VALUE OF LESS THAN 70. 1 , �PROJECT SECTION VATIO I
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JOIN7S AND i I.1-11, ___l_--,-_-- f - \ I ': I �"l I" ''
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CONSTRUCTION JOINTS. ''_' LXP__E,_A 3. 1/2- EXPANSION JOINTS SHALL BE PLACED AT ALL. CURB RETURNS, DRIVEWAYS 3" CLEAR #4 0 4'-.0 I I ,:�-I,,�ll
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AND AT ALL INTERVALS NOT EXCEEDING 25'. 1- 1 _11-, I � I , �11'1�1
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1/2" x 18" SMOOTH, GREASED DOWELS 24" O.C, TO BE PLACED THROUG Ivvo ----�--l�-----,�,-.,�,------.�--.------,.--�1--l�-.�-.1-11--l-l-� I ,
THE EXPANSIVE JOINTS. _/...__'__�_.___ ��, I��
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'l) TYPE "A" AND "C" CURB 'TO BE CLASS 'S' P,C - IN DEPTH AT � APPROX 3/4- ON BORDER; . I-�*,A=�-Z I- , � ,,-,�, ,I
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� 4. WEAKENW PLANE JOINTS SHALL BE A MINIMUM OF 11-1/4 1-71 L�. 1: I I �1,
--
(2) DIKE 'TO BE TYPE '13' A,C. I INTERVALS NOT TO EXCEED 5'. 1-1/2" ON SLOPING PORTION --- �_ I :1 ", � :
11
' OF � I �l V, I" �
(3) STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPEC& LIP DETAIL THE RAMP I' ll I . � �, , �l ,
. I . 11 " "I I'll--,11 �
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5. SIDEWALK WIDTH IN COMMERCIAL, AREAS TO BE DETERMINED BY THE - � � - �, ,-� ,"., 11 1;� 1��_ I"I.. 1, .�I,,�, ,1.�l NOTES. ''I "���,',��I
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CURING M, Y PIGMENTED CURING COMPOUND METHOD ACCORDING TO ENGINEER. I/4- ' ' I , 1,I, .L : 1� ALL C NCRETE SHALL BE CLASS *13' P.C.C., MIXED AND PLACED IN ACCORDANCE 6 `,�� I , �
I I I .. I �' NTH THE APPLICABLE SECTIONS OF THE STATE STANDARDS SPECIFICATIONS. I\, 1 �,�
CURING SHALL BE B I . � � �l"�'._ :11
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THE PROMSIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. --� I_ 1,/4 1 . 2. ALL FLATWORK SHALL BE 8" THICK. I 1--__ I I '' , �
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CURING COMPOUND SHALL BE WHITE PIGMENT T`�?E. SIDEWALK TO GUTTER ' �,
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1-11------------� DRAWN BY: i ("I"'ITY OF ATASCADER0 R.A.L, I DRAWONIG 'I"40 1 I ,
: DRAWN Y: � � ! ; I'1�I'III'
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REVISIONS ,---��.-�--l.11-�1-11�.--,-,---..-,�-..--��-1--"-----",-.-,--�--l.-,-,-.--.,"-..,-,-.--.�-'-'-�-,-,.-,-----�---�,��-�,,��---,.---,-,.�----�.,-"",",.""�,�-,."---"-���,�,�..-,--,--', -.._..--- � , ,�.All I ,, l-, I
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_-_l_l_l___________r - _ . DESCRIP,iIONS iBYIDATEiAPPROVED COUNCIL RES TION NO. .26-92 f " 11 - -
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0. 26--92 3/ 0 2 DESCRIPTIONS I . 111---111--------,----��,111---,�-�-1--�11-11-11----�-�-,�-"-"--,-.,.,-�----"-".,---�--"---�,,�",-"-",�- ,�, '11
DESCRIPTIONS � BY 1 DATE�APPROVED COUNCIL RESOLUTION N . _q-------�--,----"�----��-------,-,-,----�----,---,-,�---------��-+�--l.-.--.i--,-.�-�----�--l-1--ll-.,--,.�---,-��l.--�.-- I . � ! � ,
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-,,-,,,,,�,�"""'�''''.,�.�"--",---.-i-l---- r I NOTE: REINFORCING STEEL SHALL BE 4 BARS AT 18" O.C. I ; I ,,��, "
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I I _ NOTED� BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH 11 "�� ,I
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...I R,A�L_ ---------,I ENGINEERING DEPARTMENT � DRAW`ING NO. �S.J-S� _______� : REVISIONS C I Tv 0 F A ' L_ ) I
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