HomeMy WebLinkAboutApr-83 - El Camino Real, Musselman Drive - D-0217 UL
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Revisions Approvals Revisions Approvals
Director of Public Works ption 4==Yod Date Director-of Public Works
D*scripfian By A
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CONSTRUCTION NOTES
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO
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THESE PLANS AND THE CURRENT CITY OF ATASCADERO STRUCTURAL DRAWINGS
1 . NO CONSTRUCTION SHALL' BE STARTED WITHOUT PLANS APPROVED BY THE
TYPICAL DRAWINGS.
CITY ENGINEER OF ATASCADERO. THE CITY ENGINEER SHALL BE NOTIFIED
AT LEAST 24 HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION
DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY ENGINEER eAMWAY RAWWO
WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK.
Ilk PREPARATION OF SUBGRADE AND PAVING OF STREETS
2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF 14
ATASCAD5RD STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO ;k X 40e
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THE APPROVAL OF THE CITY ENGINEER.
3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS V4 S Limes) CURB AND GUTTER PEP- e-0. STO- DW(5i. C- 1
AND SPECIFICATIONS SECTIONS 11-351 . 1404. ALL TESTS 7
MUST BE MADE WITHIN FIFTEEN DAYS PRIOR TO PLACING MATERIAL. THE TEST 1,
RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE
MATERIAL. DRIVEWAY APPROACH (RC.C.) PElt C�0-
C
4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL
PLACED AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADE PRIOR IIAL
To THE PLACING OF THE NEXT MATERIAL. DIKE
5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF DRIVEWAY APPP-OAC-H,(A.C.)PE-9,C-0.ST0.DW616-4 -
95X IN THE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. 14
ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE 4 '4
COMPACTED TO BOX RELATIVE COMPACTION.
B. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS,
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WHEN COMPLETED. ARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST 14
41 ft
FOR FINAL INSPECTION. AS-BUILT PLANS ARE TO BE PREPARED AFTER PE12SPECTIVE VIEW
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CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVE- NO eCAI-D
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MENTS AND PREPARING THE AS-BUILT PLANS SHALL BE PRESENT WHEN THE FINAL A.C. BERM PE R CO. STD.,_OW61. C-'I
INSPECTION IS MADE.
7. A BASE PRIME COAT SEAL WILL BE APPLIED.
0 B. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE START OF CON- o
LL SIDEWALK -PEP- Co. ��Tb, DW4�r_ 5".5
J STRUCTION.
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9. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CON-
-----------------
STRUCTION. A-CSURPACS' - SEE TH'I S ,5_HE,F_7-, FOP- 0Z'rA1LS_L,15TE: D, A5,QVF�,
IL siffor Dws.Wa C-1
'51-opm. Y4""z Per.-
0 VIAIN.TYPE'V
z 10. THE CITY ENGINEER MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE
UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS SHALL BE 4
0' a 11 1 :11
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< SUBJECT TO THE APPROVAL OF THE DEVELOPER'S ENGINEER.
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0 it. WESTLAND ENGINEERING COMPANY SHALL BE NOTIFIED AT LEAST 48 HOURS IN 4oMo4-QAOS 43*AGG.
ADVANCE OF CONSTRUCTION BY THE CONSTRACTOR OR THE OWNER SO THAT THEY MAY '&7E%Pk.MSI0M J019T
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< SCHEDULE THE ENGINEER'S INSPECTION OF THE CONSTRUCTION. 5ECTION
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BASE MATERIAL REQUIREMENTS 0 W.M - WATER MF-TE-P- ( F_X I ST)
AGGREGATE FOR CLASS 3 AGGREGATE BASE, SHALL BE FREE OF VEGETABLE MATTER -- - - - - P0W&R. POLE (E_X15T-.)
AND OTHER DELETERIOUS SUBSTANCES AND SHALL BE OF SUCH NATURE THAT IT
Compound Afel%oaf
CAN BE COMPACTED READILY UNDER WATER AND ROLLING TO FORM A FIRM STABLE
10' CQMW 121AL
R ordiiy 7b the pro
BASE. THE PERCENTAGE COMPOSITION BY WEIGHT OF AGGREGATE BASE SHALL TEP, VALVE (,EXIST )
of.;�evfiorr 90-7 of
CONFORM TO THE FOLLOWING GRADING WHEN DETERMINED BY CALIFORNIA TEST __UAW
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MAy MF,0qUIKMD eeYGND YW Qr4t IP t4l!�Oe_�Y
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METHOD NO. 202.
TO C-01,411ZC>L, �511.-TlNrl 01"7VAr-_ C-AnTeK.
- -- - - - -STOP SIGIN (EX15T)
SIEVE SIZE PERCENTAGE PASSING 0/7411/ be Me
1 1/2" 100%
NO. 4 _3T
40-BOX 6 EC r/om 5 f 19-304 -5,fd SP e c s.
NO. 200 0-15% CW#rr OF SAN LUIS ORISPO MANHOLE (EX15-r)
flon Rof CWNTY OF SA# LUIS 001SPO
THE AGGREGATE BASE SHALL ALSO CONFORM TO THE FOLLOWING QUALITY ENGINEERING DEPARTMENT Specification Rot ENGINEERING DEPARTMENT Sla= ASOVIF
REQUIREMENTS: Dremolng NO. Drawing Am
TEST TYPE CALIF. TEST METHOD NO. MIN. REQUIREMENTS 0% 10% toft
At I DRIVEWAYS DRI VEWA YS (A SPHA L
RESISTANCE (R-VALUE) #*301 70)* 7' Okc-d-- B -4
SAND EQUIVALENT (SE) #'217 25* REsIDENrIAl- a commERCIAL 8 - 3 EXISr E1_ ,EVAr10AJ-S
DURABILITY #229 25**
*NOTE: THE R-VALUE REQUIREMENT MAY BE WAIVED, PROVIDED THE SE
VALUE IS 30 OR MORE.
*X-NOTE: THE DURABILITY REQUIREMENT MAY BE WAIVED, PROVIDED AN SE Revisions Approvals Revisions A ppro
IS 30 OR MORE. ___FAAer0v1i Dot, RVI'd -Doscrip'llon By AAp"mred Date county Egeipeor
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Do serlotion
12. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY
WITM 5L.Imve NOT& Oos/yft DIvIslon by
Deputy Co. rogonear �ig�ry
MEASURES OR REGULATIONS AS THEY PERTAIN TO THE CONTRACTOR. THE CON
TRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, IN- L
< CLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL
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LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGU- 414
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LATIONS. THE APPROVAL OF THESE PLANS SHALL NOT BE TAKEN AS CONCUR
1,147RAZI 314 RAa N 401AF r
M. at < ___)% 1,01
RENCE BY THE CITY THAT THE APPLICANT, ENGINEERS. CONTRACTORS OR FILLER
0 6'
I mi AGENTS HAVE BEEN ABSOLVED TO ENFORCE APPLICABLE SAFETY RESPONSIBILITIES.
1z 13. A) LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO EXPAN
BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CON- 1011
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STRUCTION OF NEW WORK.
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< B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EX- 'Vote I 114,1101W
WIDTH To T
if
rw PwNr
(D ISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION
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'-�� BECAUSE
TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSAR� roft 5ekw 10
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OF ACTUAL LOCATION OF EXISTING FACILITIES. jyhor
co eArf1,AFNr1AL (0'1#P0.fre1AL
C) BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDER- fz4tfe
Soo 5heef c7fror
z GROUND UTILITIES. THE EXISTENCE AND LOCATION-- OF ANY UNDERGROUND
& W A.a TYPE"So
I ki < Curb i &uffier details. to
Lb 19C -1 UTILITY PIPES OR STRUCTURES SHOWN -ON THESE PLANS WERE OBTAINED BY ------------- It STRUCTURE
14 A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, STRUCTURE A.
t'. .-BACKFILL
THERE ARE NO OTHER UTILITIES EXCEPT AS SHOWN ON THESE SACKFILL
slope �*"tv 1_0
PLANS. Fl;vished
A C DIKE
D) CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES
NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ~E*~ wloTpi AwAsuwD To T#n Powlr
14. NOTIFY U.S.A. PRIOR TO CONSTRUCTION SO THAT UTILITY COMPANIES MAY COA(A(.feCIAL ---------------
LOCATE THEIR LINES PRIOR TO ANY PHYSICAL CONSTRUCTION ON THE SITE AT ewin-4 eazimm"d
BOO-642-2444. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO CON- fo-the
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For 90_7 3* otolia
STRUCTION.
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DOAWS WthlkeVC,Of�X.017510nro i, d
I5__TP_,A,FFIC_ 5T`P_1PI,MC41 CALLCD OUT IM THF-SF- PI-AMS SHALL Of 7*e_57we 15fandard
COMFOP-M 70 SE�CTIOM 64 OF CAL- TP-AM5 STANDAP-D SPEC/ - .90 %
1 , 5pdcifica�io"'&- eariny
F14ATIONIS - ke I*,-
',VICINITY M.Ap
Expassion 251;v wExr _4xRA#szaN .1,91,vr If/rad6vi STRUCTURE BACKFILL A,,
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51AFW,41e hf.4RZ1AA9 WESTLAND ENGINEERING COO
V4"facied joint
CONSULTING CIVIL ENGINEERING (805) 541-2394
Notes: NOTE-r(O TYP4,,%A AND C CURB TO BE
z 755 FRANCIS ST. SAN LUIS OBISPO. CA . . 93401
a: -T-Stwelralk Afirkffev to he 110t -rxmNslowt .1olAIr CLASS 8 PCLC.
0 u 4 x 1'-0" at W,C-C
I L-r- /0 0 a Amt 4 4*4#d to A* 0 0.4 t *441 V f'-4- M) A a DIKE TO BE TYPE "S".
Extruded clurb 4 Sutier
STR. SKFL. Soct. 19-3.06 Siate Std. Specs.
I _!&P770NAL CUR&- kt -S-fJrzic-fvrc book-flfl -rholl conform Ao f4e. prorlsia'7s
3109;WALK Xvw-r of Section 19-3.a6 of the 5iafe Standard
IMPIPaO VOMEW PLANS
I > Curya 44eth ad-
:D j-de- when adruded curb-01cr 13
B5ed edrudin (rachine, be 60
z =pi6le of X�n np_ ef -Ory sl?all iFeby fhe Pfgmenfed Cun'nq Compound Lxcrr -A-)
z � .9 a der -grade Eroge^Sjopy ja;X& S40#40 AVOCed at AWifff 0/0 0,7ddi e of ZeC*007
amoete- 5ldet7alk ion IV MeMod dccor-d/�79 -b ihe Pr,0VISio"s
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not 1z"one r of'or/ car* -re&vm'L-04# Oide�of'dfiveway depmmions'7nao ATASCADERO
of -fhe 5-to&- 5ttinclard SpeC�PiCalfiOns- OU'in_q COMPOUnd CITY 0F
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iakrva6 iwlweeol aqwaokw jofn�v.shall vary allow sholi be Jhe whife pl�pwenj--17�-
0 PP_F_?A?_e'D FOR'-
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couNry OF SAN WIS 0 8 ISP4 sew*,*
Ication Rot
Specification Rot COUNTY OF SAN LUIS O81SPo scale:
T ENGINEERING DEPARTMENT
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MAPL-E: AAJD EL CAMIA10REAL ELEV = 33.5&
E5A5F_D DKJ ATA5C_A0MP_0� SAtQ ITAZY SEL,,i
SYSTE:M DISTZIC-T DATUM.
CURB PRDFIL.E EL CAMIA10 REAL '
HC)P- . l" = 4-0' VF-P-T 4-
1111176: A00 900.00 TO ALL ELEVATIONS
PLAN AND , PROFILE.
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CONSULTING CIVIL ENGINEERING (805)
AV,5tf6AJ-r A W c u r 755 FRANCIS ST. SAN LUIS OBISRO, CA ,
PA VE M E WT
EX15r PA E T
EXISTPAVEMEAlTi
PAVlM(,:,;% �5EC-TION 5HALL E5E 5A5ED ON 'IZ' VALUE. OF 501L. IMPROVEMENT PLAI
Milk],�3' TYPF- 'B' A.C. ON Milli SWCLA55 IE 0P_ =E ACC,. RAvlhj(�;, EF_cnom SHALL SE 0 125 5�0 /00
6A5E- PAVE 8'�5TRIP STAP-TIMC4 FROM bE:6jiNAjIKj6I 13ASED ON 'P,' VALUE OF SOIL.
OF TRAFFIC LANE: 7RANS1 TI 0&1 P STA. 5 + 55 TO RL CAMINO REAL
< MW-J"' TM '5' A.C. ON MIN. ,8" CLASS 31
Ir-_ - �E I 5E:61 1 KI KJ I M 64 0 F 2', I PAVIM0 7RAW 6 1 Tl ON @y STA. OP- Itt AC*Cq. BASF-
10 + (-S. MEW &�P, sHALL 5E 24' R16FHT OF ct-
511)F-WALK AND CURB 4 GaUTTER PER COUMTY SCAI-46 s-404,
PORTION OF LOT4, &LOCK 7 EACvLf
dw STO. DWrmS. B-5; C-1 5&F_ SHT. 1 .
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TYPICAL SECTION iTY OF ATA6CADERO CALI F01i
TYPICAL SECTION
TO
STA, _,5 + azs _5TA, 10 + Co 12) SCALE: PATE:
5TA. I I 1 55.2-7 TO STA. 13+00.00 APPROVED:
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