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IMPROVEMENT PLANS FOR
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W .......... ... ...0 5' 20 APPROXIMATE LOCATION OF COMPETENT BEDROCK OR DAYLIGHT WITH CLEANOUT SCALE: 1 =10 FIRM MATERIAL (TO BE 77m,_, SEE PLAN
.......... ....... ...... .. .... ........ ........ . ...... ...... ....DETERMI-NED, BY-SOILS,490' ENGINEER).......... ..... .............GEOGRID, MIRAGRID 5T OR N,'STEMS EOUIVALENI, SPACED 2' O.C�CANYON SUBDRAIN, 4'. DIA,, AS SHOWN....... ...SCH. 40. PVC PERFORATED 480 CT'TO'
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lPIPE, SEC-SOILS REPORT FOR DETAILS�_ ............. .... ...�6! >
10 PIPE ANCMQR PER CALTRANS, Sm. ....... ...... 470
I"PROVIDE' ......D&A41, D,8-7A,' 4 SETS �WITH 470; 4" PVC M ANIFOLD 0 FOOT-,SPAC INd, MININIUM, PIPE ��OLID)SEE RIP RAO''UNED 10 V-�-DITC ...........DETAIL� AT. EXTEND EXIST,RIGHT- ................18" CMP" ICONSTRUCT 'S MIN. 460
PER SOILS, REPORT.'�2% ' IN, 460' 59 4'! WYE NOTE............ ........ ... ..... ........ ... . ..... ...... ......
..........REFERENCE SOILS P D'ATE-D JUNE '7, 1994-`
STEM BY EARTH S Y,3 T E M j3ENCHINa, BACKIDRAIN,BENCH INTO SOLID 'Aak.
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2% SAWCUT EXISTING A.C. PAVEMENT oe CALTRANS FAC VEN 3' A.C. ON 8 RIP RAP CLASS 'PAC WO�751b-20tb ROCK)CLASS 11 AGG. BASE METHOD "B" PLACEMENT QUIVALENT
E 0 T L,X TYPICAL SECTION RIP-mRAP ITCH
E Ndw U, ILIT NOTES. .. . . . . . . .",/, BASIS OF ELEVATIONS
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LOCATIONS AND ELEVATIONS OF EXISTING UT111-1,11ES WHERE SHO 9N ,THEi,` LANS 1 -IE CITY ENGINEER MUST BE ASIS OF ELEVATIONS IS BASED ON ARE BASED ON AVAILABLE RECORDS AND ARE APPROX I MATE ONLY.��, CON Tf PRESENT THP TRAC R SHA L,�TP OND LIMITS SHOWN. THE TOP OF A 1/2" REBAR W/PLASTIC HAND EXPOSE OTILITIES-AT L I OF ��,PNS UITION. IN,SlikLL', "SSUME SOLE AND-PTH. CONTRACTOR AGREES H
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0244 AT THE END/-EXIS-T. WOOL) BARRICADE COMPLETE RESPONSIBILITY FOR LOCATING OR HAV'ING LOCAOrEQ ALL,2. ALL CONSTRUCTED SLOPES AND DISTURBED OF' A "'URVE. IN THE CENTERLINE OF
TLEP' AND TO BE DISMAN ER FACILITIES AND FORPROTECTING S�Ii DUR ING THE C S I-
AREAS SHAII BE HYDRO-SEEDED PER CITY SAN MARCOS ROAD.DELIVERED TO CITY MAiNT, PLAN LOCATION Or Y DEVIATIONS FRP14� TH
4-7 (ASSUMED) -AT'ENTION OF THE E
ELEVATION 502. GHT TO THE YARD MIX AND COVERED WI I'H )UTE MATTING.
E BOUNDARY' INFORMATION SHOWN HEREON T H IS BASED ON RECORD INFORMATION PER T LJNL�'�'R(ROUND SERVICE ALERT SHALL �QPNTAC-r 800) 642 '2444 _A7 LEAST 48 INN ,E.XCAV/1T1,0N 34,/PM/91 T`Bm A ELEV 502,47 HE LOCATION OF ANY KNOWN 'ENT UR,1 NG PANY W11L BE PRES EXCAVATION.REVISIONS ri T\r F i NO� BY DATE DESCRIPTIO�N �New NORTH COA T EMS JEERING //V ' ' AN M A R C CIS:- R 0�`INSTALL CLASS 1 FLEX POST CIVIL ENGINEERING - LAN SURVEYING i�:IROJECT D�:'VD OPMENT R A "' O N LTRANS "urn STD. A7 L 0 P E i O' 0,C. 715 24-th St Suite 0 Exp, /31/95 ------9,'3 4-4 6 Paso Robles, E(805\ 239---,-"7j, '�,,IED BY- ['/�AWN 8 6(805) 4-0,27 3------------------- ....... - .......----------- ----------- ....... ......----------
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24" OAK TREE 0 PROTECTION .. .. .. ..... .... .. .... .... .SEE RIP-RAP LINED fp CIO DETAIL ......500 : -- --- ---REMOVE PORTION OF 460 t EXISTING 18" CMP ,---_ ...... .. .... ... . .. ... .....101 0 5 20........ 490 . FINISH 465 ,.,, GRADE S 0 48' OAK CALE: 1 i 0, ul >Z A M ... ....480 . Z EXISTING CL GROUND 0 V)<. .............. ........ Y,vy W....
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VERT. 1 1 O'2 REMOVE EXCESS PORTION 490
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4 EXIS11 TEELEPHONE LINE. PROTEC JXIST. W06D bAkRItAbE,&IS77NG TO BE DISMANTLED AND,PLAC'E �'.',,'-DELIVERED TO CITY MAINT. KEY 3' MIN. INTO BEDROCK TBM #1 01 �YARD� 4 ...... 01. . . . . . . SAWCUT LINE AND PAY LIMITS AS DIRECTED BY SOILS
SAWCUT LINE AND =Ir7� FOR A,C. REM O�AL/REPLACEMEN T ENGINEER 480 4
T 13Y EARTH� SYSTEM-E;XIS77)V EDGiF G 1 00 C40 JOB No. NG009074-01 FOR DETAILS.EMENT'r ZZ 7 CKDRAtNS CMN`Etr
M I N, TYP "SOLID VC-TITTV O' Bt0�*B' A.C. (TYP.OF *7 SOILS REPOR DIA, PERFORATED,BENCH $ACKDR PAY LIMITS FOR,A. NCHANTO ROAD'' PA VE EN T', UNE WITH 4!' WYE AND 9 2% 5'. ........... 2% 4 DRAIN jw. mp ON E w. Q 470 ADJST E�1,�l w ASPHALT DIKE PER 'CITY ST, DRAWING 418 CI EA OUT PER CITY STD L C A.,C.,--DII<E PE (�r,,l J,-CITY tt TD, '418 .... .... . .AI9$�STO "DRAIN" ...... LID'T0'�RADE A.C. OVERSIDE DRAIN 60,5 MODIFY LID Tb WAT51k' EXIST. WATER AND GAS EXIS DIWG 0 -�B- 14 I , , _D " MIN, CLASS 11 187� ........ IN JOINT TRENCH N OTE AGG. BASE (TYP.)......... F14 REFERENCE $OIL$ REPORT DATED APRIL ,4, 1994
-P] E INLET-WALL, �SEE ' 4,60 . ........... ........ .... ..... ... ....... ... ...
500 , ....... . . . . . . . OAK D8T, A. 1141S SHEET�AIL 0 AND GEOGRID DETAILS.
YPICAL RURAL HILLSIDE LOCAL SECTION 505 EXISTI PIPE NOT TO SCALE DA TUM FLE V REMOVE EXISTING, A,C. PAVEMENT 505 455 00 AND 'REPLACE AS 'PER DETAIL.... ............. 74 EXISTING GROUND 4A 0 -------------- A A*
SECTION'VARIES—-, HORIZ, 1...... ............ 10,
5 i,5 VER T� 1 10'
CALTRANS FACING CLASS SUPAC 4NP NONWOVEN lb ROCK),RIP RAP (75lb----200l GEOTEXTILE OR EQUIV.METHOD "B PLACIEMENT K RIP-RAP LINED V-DITCH NOT TO Slr-%ALE-----UTILITY NOTES BASIS OF ELEVATIORS THE TB,M FOR THIS TOP 'THE CITY 'ENGINEER MUST BE PRESENT LEVATION$ OF 'EXISTING UTILITIES WHE OGRAPHIC MAP 1,Y, CONTRACTOR SHALL IS BASED ON A NAIL. & SHINER IN THE FOR ALL WORK BEYOND LIMITS SHOWN.HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF CONSTRU PAVEMENT OF ENCHANTO ROAD LABELED AND DEPTH. CONTRA LL #101. 2, ALL CONSTRUCTED SLOPES AND DISTURBEED IBILITY FOR LOCATING OR HAVING LOC AREAS SHALL BE HYDRO-SEEDED PER CITY REVISIONS I G COURSE ELEVA'DON 500.00 (ASSUMED) MIX AND COVERED NTH JUTE MATTING. NO, BY DATE DESCRIPTION CITY 0 F ATA ",_) �'_OF CONSTRUCTION OF `FHE PROJECT, ANY DEVIATIONS FROM THE PLAN LOCATION OF THE BOUNDARY INFORMATION SF40WN H <Aj#wLmN0RTH COAST ENGINEERING INC,HEREON IS BASED ON RECORD DATA PER .3AC/MB,/60. CIVIL ENGINEERING LAND SURVE�`ING PROJEIT DEVELOPME,NT ENCHAI " T"
2974-13 CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGRO ' 3I.-OPE T tXP-715 24th St. Suite 0 --------- ------- .......... ..........AND SHALL VERIFY rHE LOCATION OF' ANY KNOWN UTILITIES, AND WHETHER Paso Rob"es, CA 9133 4 OR NOT A REPRESENTATIVE OF EACH COMPANY W EXCAVATION. ----------------- ...... .......7 8 0 5 9 2 W,I ON0�M'w to I----------- ........... ---------- .......
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ANT ROAD ice, No t
609074
A'C (TYP
470
w -----ASPHALT DIKE PER CITY
'T.
JUST EXIS AD -61, A4v K-E�,PF.
4473
N' ....... .... ....
:'EXIS . WATER AND GAS
STID "DRAI LID TO*i*AD
M-ODIFY UD
NG 418 A'C' O`VEk,StDE DRAIN' TY DRAW!
TRENCH _D
IN, jbINT x NOTE'
S REPORT DATED �APRIL' 4 1,1 4
*RENCE
P11
fp� �:WAL AGG. BASE (TYP,)
N, CLASS 11
�24 om REFE
A "TRIS. ET 460
0R,bENCHING', BACKDRAIN
B
A
AND"'GE00 I DET ILS.�
......... TYPICAL Ru
PKISTIN PIPE
505
DA Tum ez E v
....... �REU,,OVE ,EXIS.,T-,ING.,A.C. PAVEMENT
55,00
'AC A'S 'PER,'DETA
2,
510 . .......
.......... .........
EXISTING
510 GROUND
4$ 30
SECTION A, A
VARIES'-,\
.......... ...... ....... .............
HORIZ. 1 10"
lot
VERT. I
115
CALTRANS FACING CLASS
SUPAt NP NONWOVEN
RIP RAP (75lb-2001b ROCK),
V.
METHOD "B" PLACEMENT
[3 C;C K 56
RIP-RAP LINED V-DITCH-
BASIS ELEVATION, NOT TO SCALE
LITY NOTES
LOCAT I ONS AND, ELI-rVATIONS ,01F EXISTING UTILITIES WHERE SHOWN ON THE, PLAS THE TBM' FOR 1141S TOPOGRAPHIC MAP
'tD, ,ON AVA` ROXIMATE ONLY. CONTRACTOR SHALL N
LIMITS SHOWN.
ARE ,$,AS, I,LABLE RECORDS AND ARE APP BASED ON A NAIL & SHINER IN THE
HAND 1*PQSE UTILJT'IE$ AT LEAST 100 FEET AHEAD OF CONSTRUCTION IN ORDER TO PAVEMENT OF ENCHANTO ROAD LABELED
VERIFY LO0 1,04 AND DEPTH� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND #101. 2. ALL CON'STRU, SLOPES AND DISTURBED
all 1,1 TY FOR LOCATIG OR HAVING LOCATED ALL UNDERGROUND
AREAS SHALL BE HYDRO-SEEDED PER CITY REVISIONS
ELEVATION 500.00 (ASSU OF ON�-TR :ON 'THE PROJECT,. ANY DEVIATIONS FROM THE PLAN LOCATION OF N B UTILT AND: OTH LITI ES AND FOR PROTECTING SAME DURING THE COURSE 0. Y DATE DESCRIPTION 0, F A T A''I I T y
tit Ek FAC I MED) MIX AN-D COVERED WITH JUTE MATTING.
-OF
U THE BOUNDARY INFORMATION SHOWN
W 4TIES, SHALL BE BRO GHT TO THE'ATTENTION OF THE ENGINEER SO'
HEREON IS B,ASED ON RECORD DATA NORTH COAST ENGINEERING INC
PPOO" 0(TE-,,REVISI'ON$' MAY BE MADE.
THE',A
PER 3AC/MB/6:0.
CIVIL ENGINEERING LAND SURVEYING PROJECT DEVELOPMENT
ENCHANTO
� 743
CTOR $HALL CONTACT UNDERGROUND SERVICEALERT 29,
SLOPE REHAB1L_1TAr1 (1"N
Exp. 3/31/9,5
AT ,"(1800) 642-2444 AT LEAST 48 HOURS BEFORE, BEGINNING, EXCAVATION '715 24th St. Su'te 0
AND $HALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES, AND WHETHER T A ,REPRESENTATIVE OF EACH COMPANY WIL . BE PRESENT DURING -46
Paso Roble's, CA 934
7�'
EXCAVATION. Cjj C A
DES)IGNED DRAN BY:
94 4
3123' 9i 2 (805) 239-3127 S 'Ev N, J,Ef,
(805) 927.---8651
3N.......-------