97037Underground Service Alert
Call: TOLL FREE
1-800
422-4133
. . . . . . . . . . . . . . . . . . 11
RIV. %C��O, 8EN('_`HMARK 103--3-70, TOP
OF CONC, FILLED 1 �p L, P, ± 3 Ei 0 "
N'11 -Y OF OLD AVEE., 52 AND 30' E'U
OF CL OF WASHINGTON AVE., 6' SlY
OF POWER POLE #989270 ELEV.=40,11.
BASIS OF BEARING -7S:
49
LEGEND
'SHEET LIMITS
� L
SHEET NUMBER
STORM DRAIN ON SHEETS 41/7-19
DETAILS ON SHEET 20
c
Y
0 1 50th
a�_,_T_
Ld
HE AL�REES TOO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS
C _�L
CALLE
0
ALL UNDERGROUND FACILITIES INCLUDING SERVICE LATERALS SHALL BE' IN PLACE
4� THE CONTRATIFOR SHALL BE RESPONSIBLE FOR THE RIEMOVAL, REPLACEMENT OR RELOCATION OF ALL
LJJI
<
V)
—Londscape
ArchRecture
THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE (_"'ITY ISSUED BY THE RESPECTIVE
—Lan4
NCO
U"IFILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNEDERGROUND FACILITIES
.J. STREE-111 NAME SIGNS AND TRAFFIC "ONITROL SIGNS, -it-YPE AND LOCAT'ON' SHALL Br_ APPRo-VrED BY THE --'-Tiy
L 1W 11
Lij
AV E. 5 2
m PROJECT
ABANDONED
AVE. 52
1i
NTS
VICINITY MAP
a
m
a
a
7.
a
a
0
a
11
7
1 �
so
P"-AVING NOTES
HE AL�REES TOO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS
—cmi
FAILURE TO EXACTI 00CATE AND PRESERNE ANY AND ALL UNDERGROUND UTIMIrES,
ALL UNDERGROUND FACILITIES INCLUDING SERVICE LATERALS SHALL BE' IN PLACE
4� THE CONTRATIFOR SHALL BE RESPONSIBLE FOR THE RIEMOVAL, REPLACEMENT OR RELOCATION OF ALL
T
WITH TRENCHES COMPACTED AND TESTED PRIOR 10 BASE GRADE INS.PECTION & PAVING.
RE_,G'7'ULA11F01RY, WARNING AND GUIDE SIGNS.
—Londscape
ArchRecture
THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE (_"'ITY ISSUED BY THE RESPECTIVE
—Lan4
NCO
U"IFILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNEDERGROUND FACILITIES
.J. STREE-111 NAME SIGNS AND TRAFFIC "ONITROL SIGNS, -it-YPE AND LOCAT'ON' SHALL Br_ APPRo-VrED BY THE --'-Tiy
L 1W 11
—Comtrudi:on
HAVE BEEN INSdALLED AND ACCEPTED.
ENGINEER. TIRAFFIk"'.. STRIPING, LEGENDS AND PAVEMENT MARKERS, Ty -PE AND LOCATHIONS SHAjLL BE APPROvED ffY
THE CITY ENGINEER,
A SEPARATE PERMIT IS REQUIRED FOR ALI EXCAVATIONS WITHIN EXV,311NG ROADWAYS, AND
T POSTED, DE" I L
9RAVELWAYS. LANE CLOSURES AND DEFOURS SHALL BE I LNEATIED AND 'IGHTED IN
6. THE CONTRACTOR SHALL NkOff DISTURB EXISTING SURVD" MONUMENTS-, OR BEINCH MARKS NOTED ON THE
Ir."O'ONFORMANCE WITH THE CALTRANS' "MANUAL OF TRAFFIC`� CONTROLS P'OR nONSTRUCTiON AND
PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED
MAINTENANCE WORK ZONE5' AND ANY ADD I ONAL REQUIREMEENTS DEE-MED NFCESS RY BY THE
ITI SA
CIAL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A 'LICENSED LAND SURVEYOR ONLY.
CITY ENGINEER,
7. GRADJNG SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THIE_ UNIFORM
ASPHALT CONCRET E PAVING, EXCEPT FOR aVERLAYS, SHALL BE INSTALLED IiN TWO (2) OR MORE
BUILDING CODE, LATIEST, PEDITION, AND
T
(__."OURSES WITH MIX DESIGNS THAT fl-31ONFORM T01 SECTIONS -2`1,03-6.3,2 OF HE STANDARD
SOILS REPORT NO. 4W1 30
SPECCIFICATIONS (GREEN BOOK) NOTED AS FOLLOWS:
— – – – – – – – — – – –
WEARING COURSE (UPPER COURSE-): C2 -AR -4000
PREPARED Bv,-----
_u
BASE COURSE (LOWER COURSES): B -AR -4000
T
z I
THE WEARING COURSE c --HALL BP' A 0.1 FEET 'THICK; THE BASE COURSE(S) SHAL.I.- C"'ONTAIN THE
8. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING,
777-7075,
T
BALANCE OF THE REWIRED ASPHALT CONCREIE THICKNESS. SEVLEN (7) DAys PRIOR TO THE
491
BRUSHING -OR CNLEARING AND -EACH PHASE OF CONSTRUCTION AT (6 AND 48 HOURS PRIOR TO
Z
u
CT
COMMENCEMENT OF' PAVING OPERATIONS, THE CONTRA IOR SHALL SUBMIT FOR CITY APPROVAL
REQUIRING INSPECTIONS,
tj ME 0
A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX r"HARACT'RISTICS SUCH AS: AGGR'GATE
9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO `_2NSTRUCTION OF PERMAN'ENT DRAINAGE STRUCTURES,
:15, f
GRADATIONS, VOIDS IN MINERAL AGGREGATE NMA), AIR VOIDS AND S -VALUE FOR VARIOUS OIL
TEMPORARY DRAINAGE CONTROL SHALI BE PROVIDED TO PREVENT PONDINIG WATER AND DAMA E TO ADJACENT
Z K
CONTENTS FOR EACH MIX.
PROPERPf.
q
A "TACK (`A'0,A_r' SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES AND THE A.C.
T
10. C�ONSTIRUCTION OPERA-11ONS AND MAINTENANCE OF EQUIPMENI WITHIN ONE HALF MILLE OF HUMAN OCCUPANCY
j- mi
> <
z
BASE COURSE, 1F TRAtIFFIC HAS DRIVEN ON 1T. THE TACK COAT SHALL BE SLOW SE711ING ANIONIC
SHALL BE PERFORMEED ONLY DURING THE TIME PERIODS AS FOLLOWS:
EMULSIFIED ASPHALT TYPE "SS -1h" CONFORMING TO SECTION 203-3 OF THE STANDARD
SPEC-I'FIC-ATIONS. THE LIQUID ASPHALT SHALL BrE GRADE 60-70 AND APPLIED AT THE RATE
7
OCTOBER 1ST TO APRIL 310TH- MONDXY-FRIDAY i:00 AM TO 5:30 PM
0. 1 GAL/YD.
SAjURDAY 8:00 AM TO 5:00 PM
IMAY 1 ST Tri SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM -10 7:00, PM
NEW IMPROVEMEN-17S THAT JOIN EXISTING 11MPR0VEMFNTS- SHALL JOIN OR MATCH 1N A MANNER
SATURDAY 8:00 AM T 0 5:00 PM
UCT_
SATISFACTORY TO THE CITY ENG"ANEER- CONSTR HON OPERATIONS REQUIRED TO ACHIEVE A
SAFE, DURABLE AESTHUISCALLY PLEASING TRANSITION BETWEEN THE NEW AND rEXISTING
WORK SHALL BE PROHIBITED ANY 111ME ON SUNDAY OR FEDERAL HOLIDAY.
IMPROVEMEN-1-S MAY INCLUDE SAWING CUTTING, REMOVAL, REPILAICEM ENT, CAPPING AND/OR
11,
COLD PLANING, AS NEEDED.
AFI`ER CLEARING EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF ON THE ENTIRE SITE OR
n
AS REI_�OMMENDED BY SOILS REPORT,
ALL MANHOLES AND VALVE BOX FRAME___7S SHALL BEE ADIJUSTED TO FINAL C111RADES AFTIER PAVEMENT
MAXIMUM CUT AND FILL SL PEc = 2: 1.
INSTALLATION 1S COMPLETED.
13. PADS SHALL BE COMPACT ED TO A MINIMUM Orr' 907o RELATIVE DENSIPY' PER A.S.T.M. SPECIFICATIONIS AND
THE CURB SHALL BE E71CHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS
Tj
ABOVE MEN i ONED SOILS REPORT,
FOLLOWS: "'S" FOR SEWER, "G" FOR GAS, AND FOR E1'-_CjR1CA1 POWER,r
L
14� MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SWALIES SHALL BE A MINIMUM OF 0.3' DEEP
AND BIE CONSTRUCTED A MINIMUM OF 2' THE TOP OFF CUT OR ALL SLOPES, MINIMUM SLOPE OF SWALFS
SHALL, BE O�50%�
SIG"NAGE AND STRIPING NOTES
15, ALL FALLS SHALL BE COMPA ED TO A MINIMUM OF NiNuly (90) PERCENT OF MAXIMUM DENSIly AS
DETERMINED BY UNIFORM BUILDING CODE SEC. 70110 OR EQUIVALENT AS APPRaVED Rf THE CITY ENGiNEER,
ALIL'WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIF10AATIONS
1"IELD DENSITY SHALL BP' DETERMINED IN ACCORDAN(]"E WITH THE UNIFORM BUILDING CODE SEC. 7002 OR
FOR PUBLIC WORKS CONS-11'RUCTION, LATE I EDITION, AND RIVERSIDE COUNI-vi
ST
EQUNALENT, ASS DETERMINED BY THE CITY ENGINEER,
STANDARDS PLANS, LATEST EDITION, HEREINAFTEER REFERRED TO AS THE STANDARD
SPEC11FICATIONS AND STANDARD PLANS, UATEST ED111-10N, UNLESS OTHERWISE SPEC!FIED.
16. ALL STREET SEC-111ONS ARE TENTATIVE, THE MINIMUM SECTION IS 3" A.C/4.5-," 'CRUSHED AGGREGATE
OR f�'RUSHED MISCELLANEOUS BASE, ADDITIONAL SOIL TEST MAY BE REQUIRED AFTER ROUGH GRADING TO
TRAFFIC STRIPES, PAVEMENT LEGENDS, RAISED PAVEMENT MARKERS, AND SIGNS,
DETIERMINE' EXACT SECTION REQUIREMENTS. CITY ENGINEER APPROVE RNAL SECTION.
SHALL COMPLY WITH THE LATEST EDITION 01F THE CAL-1-RANS STANDARD PLANS AND
7, LOCATIONS OF FIELD, DENS11Y TEST SHAI-L BE DETERMINED BY THE SOIL ENGINEER OR APPROVED
S T
CALTRANS STANDARD SPEC."IFICATIONS, HEREINAFTER REFERRED TO A HE STA71E
TESTING AIG IR
AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO P UVIDE
STANDARD SPECIFICATIONS AND STANDARD PLANS,
REPRESE9FATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS Op A CRITI(CAL NVIURE OF SPECAL
10 1
EMPHASIS1 SHALL BE IN ADDITION TO THE NORMAL REPRESENTAT11VE SAMPLINGS.
m
RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 8=
OF THE S -111 -ATE STANDARD SPEECIFICATIONS, ENTITLFD PAVEMENT MARKERS. ADHESIVE
18, ALL UNDERGROUND FACILITIES, WFIH LAIRERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING.
IFOR PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SE_(_`1'_1r10N 95-2-04
INCLUDING, BUT NO LIMITED TO THE FOLLOWING: SOWER, WATER, ELEC-IRIC, GAS AND DRAINAGE.
-Z Z!
OF THE STATE STANDARD SPECIFICATIONS EN"IrITLED RAPID SET EPDXY ADHESIVE FOR
PAVEMENT MARKERS,
19� THE FINAL UTILPY LINE BACKFILL REPORT! FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN
T
APPRGVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THEE INTENDED USE,
<
TRAFFIC STRIPES AND MARKINGS SHALL BEE APPLIED IN TWO C -3 -OATS, Wl-m
P11
REFLECTORIZED MATERIAL IN BOTI'H COATS, AND SHALL CONFORM `10 SECTION 84-3,
20. THE FINAL COMPACTION RIE -PORT AND APPRGVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE
C-5
ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGSi, AS SPECiFIED IN
T S'rj E
TYPE OF FELD TESTING PERFORMED. EACH IE , SHALL BE IDENTIFIED WITH TH METHOD OF OBTAINING
THE STATE.- STANDARD SPECIFICATIONS.
THE IN-PLACE DCNSITY, WHETHER 'SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EALH T, EST.
T
SUFC*"AIENT MAXIMUM DENS in' DErERMINATION SHALL, BE PERRORMED TO VERIF. 1HE CCUR OF E
Y ACY T H
P
ALI CONFLICTING LINES, MARK!NGS AND RAISED PAVEMEN-j" MARKERS SHA111
T Y TECHNICIAN.
IMUM DENS111Y CURVES USED E9, THE FIELD
BE REMOVED. PAINT SHALL BE REMOVED BY SANDBLASTING. D.EBRIS FROM
T
THIS OPERATION SHALL BE CONTAINED WITHIN 1HE WORK AREA, AND THE
21. ALL, TRAVLELED WAYS MUST BE CLEANED DAILY OP' ALL DIRT MUD AND DEBRIS DE IED ON THEM
POSIT
CONTRACTnOR SHAI L TAKE ALL PRECAUTIONS NECEESSARY If
&_ Tj PROTECT PERSONS
C,
CS A RESUILi- OF THE GRADING OPERATION, LEANING IS TO BE DONE TO) THE SATISFACTION OF THE
10 1
AND PROPERTY ADJACENT 'r THE SANDBLASTIINV'3�' OPERATIONS.
CITY ENGINEER,
ALL DEBRIS RESULTING FROM THE SANDBL.KSTING SHALL, BE IMMEDIATEILY
22, BLOCK WALLS AREE NOT RAI OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT,
REMOVED AND DISPOSFD OF BY THE CONTRACTOR. DEBRIS W11TH!N THE
ROADWAY SHALL BE REMOVED By MECIHANICAL SWEEPING OR HIGH-POWER
T
23. ALL CONSTRUC�' ION AREAS SHIALL BE PROPERLY POSTED AND UGHTED IN CONFORMANCE WFIHI THE
VACUUM. THE COST Orr" DEBRIS REMOVAL SHALL BE INC.-I-IDED IN a
THE
SIATIE MANUAL OF WARNING SIGNS, LIGHITS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON
ST
SANDBLASTING AND RIPING Pk(MENT 11TEMS UNIESS OTHERWISE PROVIDC-D.
HIGHW`ffi-`,S, IN ORDER TC) EUMINVIE ANY HAZARDS.
T
ALI_ SIGNS SHALL CONFORM TO SECTION 56-2 EN11-11ED ROADSIDE SIGNS AS SPECIFIED
24. _!'HE ':3011LS ENGINEER AND ENGINEERING fGDOLOGIST SHALL EXERCISE SUFFICIENT, SUPERVISORY CONTROL
DURING GRADING 1F0 INSURE COMPLIANCE WITH PLANS, SPECIFICATIONS, AND CODES WITHIN THEIR
T
IN 1HE SwIlE STANDARD SPIECIFICATIONS. SIGNS. SIGNS SHALL BE SHE -E -Ir ALUMINUM
PURVIEW.,
REFLECTORIZED USING HIGH INTENSIrY GRADE SHEET ING WITH 3M #1150 PROTECTIVE
OVERLAY FILM OR APPROVED EQUAL. ALI SIGNS SHAII BE MOUN-FED WIT H THEF_1r/V.ANDAi
25. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUMCIENT CONTROL DURING GRADING AND CONSTRUCTION
PROOF FASTENERS, C"ONTRAC"FOR SHALL iNSTALL- PER '31IGN AND POST SCHEDULE
CONSTRUI ON TO !NSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW,
UNLESS OT HERWISE NOTED ON THE PLANS,
20" THE CRY ENGINEER SHALL RESPOND WITHIN THREE (3) WORKING IDAYS WITH FINAL STREET SEC71IONS
AS PROVIDED IN GOVERNMENT CODE SECTION 4216, THE flCe'ONTRACTOR
AFTER SUBM11TAL OF "W VALUE TESTS FOR ROAUWAY SUBBASE,
SHALL %`._,�'ONTACT THE UNDERGROUND SERVICE ALERT (U,S.A,) A71
1-800-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER ATI
27. E CONTRACTOR IS RESPONSIBLE TO PRDIENT SIL -1 CONTAMINATIC4 Of- STORM WATER INFILTRATION
1H
LEAST 2 WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT
1ACIL111 _1ES DUR'NG CONS71RUCTION OF SUBSEQUENT 1IMPRO;VEMENTS BY THE CONTRAG71 �f)R. IMMEDIATELY
PENETRATES EXISTING SURFACE, IFF THE WORK IS To BE CONDUCTED IN
PRIOR TO ANAL ACCEPTANCE OF STORM DRAINAGE RETENTIONANALTRATION FACILITIES, THE CONTRACTOR
AN AREA WHICH 11S KNOWN, OR REASONABLY SHOULD BE KNOWN TO 'CION7AIN
S H ALL (3 T
-ONDUf" IN THE PRESENICE OF THE CITY INSPEC-TOR, A PERFORMANCE "EST DESK'SNED TIO CLEARLY
SUBSURFACE INSTALLA-11-IONS, C) ?0,3
DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE RACIL]TIES.
fn 11:
28. THE CONT ACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURE AS REQUIRED BY THE
0
7-
g
-Planning
—cmi
En ring
cture
—Londscape
ArchRecture
—Lan4
NCO
SurMing
—Comtrudi:on
PAIA DESERT DIVISION
g