4074NOTE! _0
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
r;
r For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
a and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE:
LOCATION OF CONSTRUCTION��'
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION, �� ` " Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETIONN
ESTIMATED CONSTRUCTION COST $ ,�'�� �')''
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
Name of Applicant (please print) Business Address Telephone No.
1
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ �`
Permit Fee _
�0enal2y -)� _ _ `` _�
Cash Deposit -Surety Bond
if required
TOTAL: $
Receipt No.
Received by Date
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
�i
DATE ISSUED
By
Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
� k C"i 3L-
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: 1 — C'.. LAV^.b%N (GJo c - V;a.S-vvV
Location of Construc� :
- - 1-1 -
Description of Construction:
Dimension of Installation or Removal: 5 a6 5` -9 t;_7
1 M12(2, n,3KitA6,
Approximate Construction Start Date: - !. - ( 0 47
.Approximate Construction Completion Date -
Estimated Construction Cost: $ - , ^ , '`
Estimated Construction Cost shall include the removal of all obs ctinns, m trials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements _
11 Net��
Name of Applicant: (>!j W t 1. L 11ImS
Applicant Address: N,, s <
Applicant Telephone Number: C-7 'p�, '�s q
Name of Contractor: �r RJW I 6-y es) S 7'2 vC'_ 7-1 r1J
Contractor Address: �E!
Contractor Telephone Number: 50'�
Contractor State License Number:
Contractor City Business License Number:
Applicant or Contractor General Liability Insurance Company:
a AA Ltd lam,
Applicant or Contractor General Liability Ilsurance Policy Number:
Office Use OnIN
Inspection 17AP:
Permit Fee:
lbc�
As -Built
Deposit:_ �`1 0
Dust Control ` .
Deposit:
Credit
Amount:
TOTAL FEE DUE:
Office Use Only:.
Assigned Permit Number:
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority
L
�I,LZ-0`t
lew. PRs�
pw,-A ,;) pwv-9'
GRnn
COnmucTion
COn1PRnq i922
December 24, 2003
ND La Quinta Partners, LLC
81-100 Avenue 53
,La Quinta, CA
Reference: The Hideaway Golf Club La Quinta, CA - Onsite
Granite Construction Company is pleased to submit its enclosed bid for the
above referenced project. Granite's proposal assumes that mutually agreeable
commercial.and legal terms and conditions will be reached.
We look forward to working with you.
Very truly yours,
GRANITE CON RUCTION COMPANY
R.C. Allbritton, .
Vice President
`1
RCA/nc 0
Enclosure
i
cc: Jim Hall
Box 50085
WatsonAle, CA 95077
Phone 831/744-1011
FAX 831 /744-9657
EXHIBIT "A" - SCHEDULE OF BID PRICES
The work as set forth in this specification is for The Hideaway.— N.D. La Quinta Partners, LLC..
The Owner reserves the right to:
a. accept or reject any or all bids on this specification;
b. award contract to lowest qualified bidder or bidders;
c. waive any informalities or irregularities; .
d. accept and award any part of the bids;
e. hold bids up to 60 days before awarding contract.
The Owner shall be the final authority with regard to whether a bid is responsive to the call for bids and to
whether a bidder is a responsible bidder under the conditions of his bid or for any reason.
BID SCHEDULE
VIA CAPRI WATER IMPROVEMENTS
Description
Construct 8" D.I. Pipe w/Polyethylene
Encasement
Install 8" x 11.25' DI Bend
Install 8" x 22.5' DI Bend
Install 8" x 45' DI Bend
Install'8" x 90' DI Bend
Install 8'.' x 6" DI Tee
Install 18" x 6" DI Tee
Install 18" x 8" DI Reducer
Install 8" x 6" DI Reducer.
Install 6" Fire Hydrant Assembly (Wet
Barrel)
Install 6" Blow -Off Assembly
Install 1" Service with %" Meter .
Install 2" Schedule PVC Sleeve
Remove Existing 18" x 6" DI Reducer
Remove Existing 6" Blow -Off Assembly
Subtotal
Engineer's
Estimated
Quantity
Bid Unit
Unit
Quantity. Price
Total
1,521
LF
4
EA
9
EA
I
EA
I
EA
4
EA
— 1
EA
—OD
l
EA
1
—_
EA
'00
6
EA
00,0�
0
EA
— �-
25
EA
365
LF
J.10
= 401, it
70
1
EA
I r2,00
l
EA
00
•JD OD
a-LalA
1
VIA CAPRI SEWER IMPROVEMENTS
Description
Construct 8" V.C.P. Sewer Line
Construct 48" Dia. Manhole
Construct 48" Dia. Manhole (depth > 15)
Construct Sewer Cleanout
Construct 4" Type "A" House Lateral
Remove Existing Sewer Cleanout
Subtotal
Description
Engineer's
Estimated
Quantity
Quantity tity Unit
n
nit
Price
Total
1,500
LF
6,60
= �Q.00
3
EA ���D.DD
=_ �� �JbO, co .
2
EA
�[7D.G0
= 7rwo)
7
EA
25
EA
,Oa=13,
IC50,00
I
EA
(DO.Oc)
'moo
PHASE 111 SEWER IMPROVEMENTS
Construct*27" VCP Sewer Line
Construct 8" VCP Sewer Line
Construct 4" Type "A" House Lateral
Construct 4' Dia. Manhole
Construct 5' Dia. Manhole
Construct Standard Clean -Out
Subtotal
Engineer's Bid Unit
Estimated Total
Quantity
Quantity Unit Price
6,863 LF . _ �%�7500
6,738 LF 'oD =
205��� a °�►�2,.�
Ham'
17 EA 21_600.W = 4A�6W.�
21 EA a.Q1D= JOo.Ol7
7 EA
VIA PORTOFINO / VIA DONA STREET I
a
MPROVEMENTS VF
Engineer's
Description
Estimated Bid
Quantity
Unit
Unit
Price
Total
Quantity
Const. 3" A.C. over 4.5" A.B.
67,570 -
SF
, 10
= q4, 327, pD
Const. Type D Curb Only (6" CF) per
Riverside Co. Road Std. 204
500
= 3� 60
Construct Rolled Curb
4;620
LF
I� L�
_ 15 t �p,QD
Construct Rolled Curb Transition
80
LF
41,op
= 3�.
Install One W S'
y .11n, per APWA
W.A.T.C.H. Std. R10A RL
Install Type 11 Barricade
Const. Gutter Depression per APWA Std
313-1, Case G, K-5'
Adjust Sewer Manhole to Grade
Adjust Water Valve to Grade
Subtotal
3 ' EA I aO-00
= 3&0.0a
4EA
8 ,/' EA
9 ! EA
0
4,050. o
12 EA
.00
VIA PORTOFINO / VIA DONA STO DRAIN IMPROVEMENTS
Engineer's
Description Estimated Q antity Unit unit
n a Total
Quantity
Install 18" RCP per Caltrans Std. Plan A62D 6 LF� _ Au
moo 24" RCP per Caltrans Std. Plan A62D 538 ✓ LF =- ��
Install 30" RCP per Caltrans Std. Plan A62 22 ✓ LF
Const. Curb Inlet Catch Basin per APWA
Std. 307-2 8 EA 140b 00 60,700 00
Construct Dry Well 1 ✓ EA _ Non
Const. Manhole No. 1 per RCFC & WCD
Std. MN 251
s EA 3 b , = I-I,a00.d0
Const. Junction Structure No. 2 per RCFC &
WCD Std. JS227 I ✓ EA G = Ono ,00
Install 30" NDS Smooth Wall Spiral Ribbed
Storm Pipe 204 ✓ _ _
LF
Const. Transition Structure No. 3, per RCFC
& WCD Std TS303 1 ✓ EA a,�00.OD
Const. Drainage Swale 150 ✓ SF � ,00 = -?60.0
Subtotal
VIA CAPRI STREET & STORM DRAINIMPROVEMENTS
C
Engineer's ?� )Q 0,
Description Estimated Bid Unit Unit Total
Quantity Quantity Price
Const. 3" A.C. over 4.5" A.B. 54,349 ✓ SF 1- 10 = �-795,010
Coast. Type D Curb Only (6" CF) per
Riverside Co. Road Std. 204 1,628 ✓ LF % 0 U = 2, 00
Const. Rolled Curb 3,106 LF L0O = -,3 �LD
Const. Rolled Curb Transition 50 ✓ LF 41 • oc) 10�� 00
Const. Gutter Depression per APWA Std
313-1, Case G, K=5' 5.1 EA 50-00 = aqj 1�6,00
Install 18" RCP, Class and D-Load per Plan,
Per Caltrans Std. Plan A62D Method 1 72 ✓ LF K 00 = � j (p80 -W
Install 24" RCP, Class and D-Load per Plan,
per Caltrans Std Plan A62D Method 1 628 LF 0O = 41 J 4f .co
Const. Curb Inlet Catch Basin per APWA
Std. 307-2, Case B 5 ✓ EA (poo.00 = 33 n0(), 00
Const. Dry Well per Detail 12
EA
Const. Manhole No. 1 per RCFC & WCD
Std. MH 251 1 ✓ EA 3f8p4.00 = j 9co, a)
Const. Junction Structure No. 2 per RCFC &
WCD Std. JS227 EA i — 2
.2.✓09
Install 24" NDS Smooth Wall Spiral Ribbed e
Storm Pipe
�:�::2:47 � LF �/
Description
Const. Drainage Swale
Adjust Manhole to Grade
` Adjust Valve to Grade
Subtotal
Engineer's
Estimated Quantity.
Unit Prue
Total
Quantity
45 /
SF 60
= .0 ,O p
51
EA 450, 00
= a�, a50, Co
Ito% Z33 90
PHASE 111 STREET IMPROVEMENTS .
Engineer's
Description Estimated Qu,aity Unit PI°Ce Total
Quantity
Construct Wedge Curb & Gutter 21,140 ✓ LF
Construct Type "D" Curb Only (6„ Curb
Face) per Riverside County Road Std. Dwg. r/
No. 204 4,982 ✓ LF / DO,0o
Construct Cross Gutter per Riverside County
Std. Dwg. 209A (modified width=4.0' and
depth --I")
Construct 3" A.C. over 4.5" A.B.
Const. Wedge Curb to Std. Curb Trans.
Construct 3" A.B. over Compacted Native
Const. Gutter Depression for Catch Basin
Opening per Riverside County Std. 311
Subtotal
`off 5k, "A n 1 �,� 7
2,738 ✓ SF
350,600 ✓ SF�'
234 ✓ _
LF �I , bD ��.�•• 00
6,212 ✓ SF
20 EA '9g0.00 = Ai 000.00
as y°
PHASE 111 STORM DRAIN
P 5 ND. 0,� O
Engineer's Bid Description Estimated Unit Unit
Quantity Quantity Price
Install 24" NDS Smooth Wall Spiral Ribbed
Storm Drain Pipe
Install 30" NDS Smooth Wall Spiral.Ribbed
Storm Drain Pipe
Const. Manhole per RCFC & WCD Std.
NM51
Const. Curb Inlet Catch Basin per APWA
Std. 307-2, Case per plan
Const. Dry Well
Const. Junction Structure No. 2 per RCFC &
WCD Std. JS227
Const. Drainage Swale
Install 18" RCP D-1000 Storm Drain Pipe
Install 24" RCP D-1000 Storm Drain pipe
Total
FA:y1�
/
412 V/
LF
_
899
LF
= 11J
8
EA CO. CO
= a5,1�0.00
20
EA 6740O.tD
= la8 CGO,CO �l:
6
EA
_
6
EA
12_
CY
= N
494 /
LF
= 3 � 1 , 00
803 i/
LF goo
= S�,aGg.00
4.
U
Description
Install 30" RCP D-1000 Storm Drain Pipe
Install Concrete Collar per RCFC Std. 803
Subtotal
Engineer's
Estimated Quantity Unit Pri e Total
QuantityG
543/ LF
2' EA g00,0 _ I , q00 . oo
VIA PORTOFINO / VIA DONA SEWER IMPROVEMENTS
Description
Construct 8" V.C.P. Sewer Line
Construct 48" Dia.-Manhole
Construct 4" Type "A" House Lateral
Construct Sewer Cleanout
Subtotal
Engineer's Bid
Estimated
Quantity Quantity
2,411
O
w-�
Unit unia Total
Pr
LF �,OD %6, OD
EA a,G00.00 4101000. 01)
EA =Z,qw-00
EA ' 10.00 = a 0 00
1
VIA PORTOFINO / VIA DONA WATER IMPROVEMENTS
Description
Construct 8" D.I. Pipe w/Polywrap
Encasement
Construct 12" D.I. Pipe w/Polywrap
Encasement
Install 8" x 11.25' D.I. Bend
Install 8" x 45' D.I. Bend
Install 8" x 90' D.I. Bend
Install 18" x 12" x 12" D.I. Tee
Install- 12" x 6" D.I. Reducer
Install 8" x 6" D.I. Reducer
Install 6" Fire Hydrant Assembly (Wet
Barrel)
Install 6" Blow -Off Assembly
Install 1" Service with'/4" Meter
Install 8" Gate Valve
Install 12" Butterfly Valve, Epoxy Lined &
Coated
Remove Ex. 12" x 6" D.I. Reducer
Remove Ex. 6" Blow -Off
Install 2" Comb. AirfVac. Valve
Subtotal
37
6
Engineer's
Estimated Quantty Unit Price Total
Quantity
1,651 LF `� •60. = 02�1 �• ��
727
LF
3•00
= J%4 (P
1
EA
00
= ( �j, CO
I
EA
,00
= 1;5,VCI
1
EA
,00
= 13� tD
1
EA
�,1-3J
_CD
I
EA
= OU
1
EA
Cj0.00
=*6.00 -
8
EA
31?-60.CO =2�1Op. 00
I
EA
I ,(dab• X
= 1, &00• 09
35
EA
00 .YX7
I
EA
00.40
_ ?00.00
2
EA
Ii-700-0=
3, IPOCi
I
EA
_6:�0,00
= 1150. OD
1
EA
1;0.00
= I X. OD
1
EA
Q-460 00
= �� • 0�
5
STORM DRAIN IMPROVEMENT PLANS
GENERAL NOTES FOR
I. IT. wDH SILL BE DIE M ACEOROAICE wrt„ THE SIANDARD PLA15 Of THE THE HIDEAWAY - VIA PORTOFINO / VIA DONA
CORN Of lA WITA AID THE SIARDARD SPECIFICATIONS FOR PUIXAC WORKS
CONSI-11O1. LATEST CORION. AND RMRSIDE COIMN SIAND RES AMA,
PE SCEICA,q.S ORDMANCE NO. •8,OR . UEESI EIOI
AMENDED TRACT 28894-2, MAP BOOK 327, PAGES 88-88, CITY OF LA QUOTA, COUNTY OF CALFORNIA
). THE COH,RA.CTOR SILL OBTAINALL PERMITS AS PEWTAEO BY MC ON OF U -
Wm,A OR OTHER GOVCRwIC AGENCES.
1. TIC LOUT OF EXISTING WDERDROPTO UTLRES ARE SNOwI IN APPRO -C
OIL,. THE N:OrIITACtOR SHAG DETERLNE THE EXACT LOCATNTN or µL EM
STORM DRAN GENERAL NOTES:
r. M BEFORE COMUERCNG WORK. ORE AGREES TO BE FULLv RESPOISISLC OR
AND ALL OwACES waCH MIGHT RE OCCASUNTD RX HIS rMU RE TO EXACRY
LOUR AND DESERVE A- AND ALL UNCERGBOUND UENTIES.
I CONCACTE IN REINFORCED COCRETC STRUCTURES MUST BE )250 POUNDS RER SpNARC
IxG� IN 2e .- TYPE O __U Cl.. COtACRI IORE DRRAURED IN COU.N OF
RCITIE OCAtCCO:I OR µL R HAUJ A 00.Y. BE wNONRGLE FOR LUHEE SRE.OX t' REPS I.- OR
RNERSIDC MATC_ IAB.
2. µt PIPE UNCTHS ARE IIOR12oMµ PNWECTIONS. UNIESS OTTERw E SNOrM,
STREET I— SHGNS AID IRAPFq CO- SIGNS. TYPE AND LOCATION SHALL BE
PRIED BY THE ON EIIGMER. HUMFIC SIRINNG. IECEx05 AND TRAFFIC MARKERS,
3. FOR TREIICH El-IINS I. NINE SCIL. SIIOPoNL SHALL BE PRO,DED AS RECKRRED TO
NRC AID LO:ATKNIS SILL BE APPROVED W THE ON ENO.EER.
SATISFY STATE I CAUro- SACN REWREUENTS.
6. MC CONTRACTOR SHAL HCI DISTURB EXSTING SURVEY MORUUENTS OR BENCH
• PIPE cC STRU . INFLL AA, MUST BE COORWUTED WITH THE GADxG 10 ENSURE
uNtKS NOTED I ME PAN. OR FOUND W... CONSTRUCTI. RE-. AND
REPLACEMENT SNAL BE COME BT A REGISTERED GA'AL CNIONCER WITH AN R.C.C.
THAT WARN THE FETE OPCP . NAS DEC. COMPLCTEO AT GARDE THOLE IS A MIMuw 2 FEET
Or ML ABONC THE TOP Of PIPE.
NUMBER BE- 31966 OR IJCCNSED LARD SINS M ONLY.
F. GRADING BE IN ACCORDANCE WITL THE [N CRADWG ft(0.r.REYCNS
5. ALL AID MUST BE W CIT BE .CAL WORM MC KA) C T - OR RMRSroC SIARDARD
OWNS AID A COR K n w151 BE KEPI ON THE JOB SITE Ml NA TIMES.
... SSORLE
OF :7- w:f0-C -772 I COOL LATEST E0 PRE ANT W. REPORT N0.
CONSULTAN S TE ERIO , 7 8-22-2000 PR UPORT W. TTIREARTII STEINS
GYKV!IAx15 (EILPRp¢: ]60-JHS-1566: AHNT UPM,E LCNER BY StIDDCR
6. THE CONTRACTOR MUST .NC_QAC THE C,N, U OARS INSPECTOR Al LEAST 1N0 (2)
wpRKINS MK PRIOR TO COYuCNCCUENT K AIFr CONS,RUCTgN. CALL (760) 117->OOD.
ENONCERMG, OATCD 2-25-03, (71A) 523-0952
7. ALL SILLS NPACTEO ONO 9Ux RE'uTXC COETICEI Ms
B. LHE CoNrRM7 .i - No- THE CITY PUBLIC WORKS DEPARTMENT •e HEIR$
POOR N w": CRAOING, BiMNINC OR a_R, NW OCN PHASE a CONSmUciNTx
ACTFA. M ST BE
DCIrORIu ZEST uCT1HOD W. 2,6. 19U8 �M LAYER METHOD". MLL BACK FILL MVS, fE FIEE
5 TH IT
OVEA- WIRER. F
AT (760± 177-7075. AID 48 HOURS PRIOR TO BEWARE MSRECTIONS.
e. ALL SURVEYING REWRCL SCR AERTICµ AND NOR2ONTµ AEMING MUST BE PRbaOED 8w
9. CURING RONCH GRADING OPERAN DIS AND PRIOR TO RECO.STRUCEEM or
PERUANENI ORANML STRT CTURCS. TEWPORARY OAVUCE CONTROL SHALL BE PR,OATCED
,ORAL CONTRACTOR OR OMOPER AHD SJFTK,ENT REFERENCE$TMXNG AIVS, BEM
AfCOANTE WITH INS REWRCUCNTS Or THE ON OF I.A o.- _PCCToR.
MNT KITING WATER OR OMMUG, TO ADJACENT PROPERN.
'
S. PERFORCE) PPE OUST BE BOIDOI W AA'ORDWCE w11NH P f BEOpuC
M3 CU15TRUCigN CP(RAig115 FONT E REEHOEE Or EOU URKII THE T ONE HµE
Y NuuAN WCUPAEY ALL PE D ONLY WRING IOC TO PCRApS
UL OF RIEII
DETAL PER COUx1Y D' ftNFaypC sTAroAAp PW B1e.
O MOM
AS UND I : O<OBCR 1ST TO W SON: MOEDAT-FROST 7;OD H TO FRIG Pu
4 .
AMTU 7. 9:OD AS ONO S:oO :00 M TEST TO SR AORK JOAH: 1AORMY-TED A COO
AY TU S:OD Pu WORK SHALL BE PTOwEREO AN
w TO iDU Pu SOR,
0. CONTRACTOR SMAL NOUN NNE ON O J. W) 7 7000. P0.0W i0 D-IUD TESTwD
R.C.P. FOR VERRILATON O, 0.ESU.15. CAIl (760) O7O-GOOD.
AL
FEDERAL
slur INS SUNMY OF ROERML HWMY.
11. PRNTR ONO THE CIYHECUENT O C]r51ml= TIE oMLOPEuC P, OF PERM $RAG
OBtKE A M. STATE OF MDUSIRLLL SARIY. A FAR' OF PERMIT LULL
I. AFTER CLEARING, EXISTING ORWND SWIG BE SC REED i0 A MINIMUM of 6" ON
ME ENTIRE SIC OR AS RECO.MENDED IN SOBS REPORT.
N THE RE IMES.
BE KEPT I THE JOB SnE AT µl TYES.
I, wXMUu W, AND IL SLOPES 2.1
2. PpgR 10 THE PLACEMENT O 51- DRAIN 1ARRDrEMENTS. THE OEYCIDPER'S SOBS
CHOICER LULL CER,PY IN wMTIIG TO THE CORN Or to WIN1A INSPECTOR THAT THE STORM
IS, E RAWLE $,A ( SHALL BE MINIMUM OF 0.W DEEP AND CONSTRUCTED A
ORANNS SUB CRUDE IS Of AOMOA C SIPENCM TO SUPPERI 1HC STRUCTURES AND AN
Art1CIRATED LDAOS.
MU, Of 2' FROM THE TOP OF CUT OR FILL PE SLOS, URlIUl SLOPE OF SNµES
SNAL 6E I...
IS, ALL STE0. THAT M TO n WNTRANQUS 16 AID LLSS SWlI BE UPPED A MOWN- Of •5
fLLLS SILL BE CIPACTCD TO A wMMW TRIHEN (90) RERCEMI OF
BA, DUYETERS. FOR WAS 69 AND WEER. THE MM. LAP S FO BAR GAETERS.
WUM DEIST' A5 DETERMINED BY UNIFORM WM1WHC COD( SEC. >OTO OR
A ALL MLERULS 1ESTUTG STIR ME OIAMACE TMERETIM SHAG BE PROUCED BY A MATERv15
EWNAIE.1 ARRROVED Br THE AP^ROPPUTC CNN CHOICER. KU DEMSIN' SRAL BE
E
OC1 RR D W ACCORDMICC wrtH E UNMRM -.NO COOS SEC. -1. OR
EWNAIS . 4S DETERMINED BT TIE CIN CHOICER.
TAB IN ACCOROAxCE WITH THE NUUOER. FROM.., AND FREWENCY REWCSIED IN THE CITY
M u _TA MSPEGiOR.
15. ALL STREET SECTIONS ARE TEMATNE. ADDITIONAL SOU. TESTS SHALL BE RCOUWED
15- CWMFER ALL EXPoSED COCCS OF CORCRETE S/- uw.
MICR ROUGH GRAGKS to DCTCRu:HC EXACT SECTION REWINEUENTS. ON
To. A PERMIT FOR WORK wn1RN EX. TIC SMET RICNT-Of-WMr IS REo1ARED FROM THE CID
CNLNEEP '0 APPROXE nT STREET SECTION.
Of LA OLHPTT.A FOR AN EIKpOACHMCrrt NECESSARY INS CONSTRUCTION IN RUBMC
16. LOCAIOHS OF GELD OCIISI TEST SILL BE OOCRIAINTO BY T.0 SEAL ENONEER
MCNT-OF-WAY.
OR APPRCVCO TCSIINC MUCKY AONT SILL BE SUFFICEFn W BET. HG -M ANT
I7. L[HGM O uAm01E SiRVt1wE5 MAY BE INCREASED i0 uCO PIPE ENDS AT ORION OF
EITN PI.AREAS O 10 RITCM. MATURE OF SPC M. E.P OE M.I. FALL PULED.
TESiDIC M AREAS Or A CR,iElL MATURE Or SPEGuI CUPHASI$ SIM, BE W
-1 ON 0 THE rbI - REPRESCNTAM SAAIFLINGS.
CONTRACTOR AS LONC AS RENFO ETHO 5TE0. IS CONTNNED AS RCCARTUD . ANY CHANGE M
SPUR LOCATOR uV51 BE APPROED B• MC ENGINEER.
U AELIRNTCRGRdIrq FACRTES. wttLATERALS H . SWIG BE PLACED AND INSPECTED
I.. ROOK Or wI_ --BE SHAG BE STEEL TROIRPRING ED ID SURE
I.
PRAR 0 : WNC. NO -NO BUT NOT UMRED TO MC FOLLOAX C: SALTER, wAER,
ELECTR.. GAS. RRIUROM, AND DRARACE.
19. BODY of MAxnOE rTRIURMRE. MCLUOIG SPIN. YEAST BE POURED I IMIHupS ONE CO
ONE NON, CXCEPI CONSTRUCTION JRNT AT THE SPRIG IME MOTH A LORCINUOIWL NV
it. INC FMN IRON LANE BACK F01 REPORT FROM THE PROJECT SEA. CHOICEST
IS KBOUTTED.
S1 RELUDF. Al ARPROMEO STATEMENT THAT THE BACK S SUIARLE TOR THE
20ALL RENFORCNG BANS MUST BESCCUCLY HEAD W PACE IN THE FORMS. Two PAr MATS
IT UOM USE. '
OR STEEL MUST BE WRCD TOGETHER BOTH WAYS AT µTERHAVE NICRSCCIONS.
19. THE FMµ COMPACTION REPORT AND APPNWAL FRET, ME SEALS ENGREER SHALL
I. STORM DRAM BILK RE FOR ALL FACRUTES - STREET RIII-OF-NOT IS TO BE
LaN,AN INS NP( OR _ TESIc PERFORMED. EACH TEST SHALL BE 1DENN1E0
TUA DENSRr, WICHIER SAxD CoOR
RED LANCER Gtt INSPECTION AHD MALE OR EXCEED CT' OR LA OUtI1�5
T1OHE uE11NT0 Or OR,AwwG W-1 XE
ORTIE NG ARD S"`l BE SO HOED FOR EACH TEST, SUFFIOEx1 uAIUW OCILN
���ARSfDA1TC00.AMBPS
]
DETERUNM1gH SHµt BE PERfORUED TO VER6V iHC ACCURACY Of IHF uNIwU4
O[NSIN WARS USED BY i. FIEU TEWIg1AI.
22. µL PRE TO BE BUNTED MD GRCVICD (< OUTSIDE OTT, 2A•• INSIDE AND WISNTE)
I
J0. ALL TRAVELED WAYS MUST BE C O) DULY OF Al Wt, D AND DEBRIS
2J. RCP SIULL GENTRY ANN ALL ASI. APPUGOLL SINNTAR05.
EAP ED On HEM IS A RESULT OF THE CRADDIG OPERATION. CLEANING IS TO BE
21 •U. LDC WPRESSONS SM41 BC CO,SITUCTED PER STREET IUPRO+EMENT PLANS W
DOE O THE SAxSfµNOR OF THE ON ENGNECR.
ACCORDANCE WITH COUNTY a=NERSNTE 51,-D PIANS. HOwETEA. MLL LATCH -NS Pal
ALL CDNS,RUGgI AREAS LULL BE PROKARX POSTED ANT L1cIrtCD IN
BE SHEATH 11. STPEEI . OVEMENT
CIfORMANCC WI1M ME STATE LHAIUµ OF WARUNG SINS, UDWS AND OEVECS FOR
IN THEP(pfORUNHtE OF WORK UPON Hq n. IN ORDER TO 0.wIW,F AN,
25. ME CONTRACTOR SHAG CONDUCT COISTPUCTM OPERARENS N SUCH A UARER THAT
USE
NAZ.R..
STDRM OR OTHER PAEn MAY PROCEED UNTIITERRUPRD µONG THEIR EXSIG STRRT OR
OBANMLE COURSES.
22. INE SOBS CNGIRECR AID CNGRECRINC CCCLOCST SHALL EXERCISE SUTFICIEM
36. w THE COURSE Of wAtCR WHIN CONTROL TE CONTRACTOR SHALL CONWO CONSERCCigN
SUROMSOTN CpITROL WRUHI THED t0 1u5URC COUCLWHCE w.H PIS.
COOL WI,wRx NCR PURMIFW.
OR RATIONS TO PROTECT PACTS FRO. POLL- .1. FOES. OALS. B,TUMENS OR HARM
AND
UATSPEOfIGigNS.
ERIAL.S.
2J. THE OCSgN COAL ENCUEER SHAH BE EXCRpSC SUNICENI CONM0. WRING
27. LOf DEPRCSS,OHS AND DECKS OF Cupo INLETS SHALL NOT BE POIHRED UNTIL AOMEDI
cBACK G AID CONSTRUCTION r0 INSURE COMPUANCE WITH ITC RWS.
SKERIUTgNS, AND CODE -. ITS RURVEW.
CURB AND INTER II/5 eEErH KOIRFO.
1, LIE CORN E.uG:NTER WILL REARM FOR APPROYµ THE FNµ STREET SECTION -ER
2e. E A ORNEWAY ERCROACIEs w1wR A IDOL DCRPESSNTR 1R,UIOIWN, MSC COUNT, of
SI IBUR,µ OF "R" vµUC TEST FOR ROADwAT SUBBASE.
RNERSTE S,AIBARD PIAAH 3.1.
25. TIC CONTRACTOR G RESPONSIS.E TO PRMNT LU COITAUwATgN Or STORM
29. CURB OPEN'IKCS PER STD PW' JOD 4 .2.
-TER INFIITRANO M-ES OUTING COMSTRUCIgN OF SUBSEDUEM IUPROVEUENTS
0• TIE Co"N" OR IMUCWiCL, PRIOR TO TRARM ACCEPI.MCE Or STORM ORANMGE
PETENNON/IIr NCH FMD RES. TIC CONTRACTOR L COMEACI. W THE PRESENCE
, ME CItt 115KOER. I PERFORMANCE TEs, DESIGNED i0 0.EAALY SHAG oCWNSIRATE
ANTE FUNCTIONAL ADC- OF THE fACItNEs.
..6. THE CONTRACTOR SWIG PROACE wHD EROSION AND OUST CONTROL uE SURES
AS REOVRED EX THE TMET C OUST CONTROL RAN APRROVCD FOR THIS PMMECI.
jNTCH-INCH
v.�N-u„
P
ENGNEER'S NOTES TO CONTRACTOR
ABY ACCCPpHL THIS CONTRACT, THE CONTRACTOR ImCor REIEASCS AND
GREES To IN...N. WORD. ROAD HARMLESS THE aNrHCR. ENCWCER
(HEREAFTER TL'RAA TECH. INCJ, TIER PARENT AHD SUBSICURY CVuvNICS.
ACCNIS, Eu0.0RC5. Con.-B AND REPRESCMAINCS FOR ANY AND ALL
OMUTALC TO PERSONS OR PROPERTY OR KRONOR- CORN RELAROAESS OF
:EHICT OR NOT SUCH CWM. DAUAOE. LOSS OR EXPENSES IS CAUSED IN
OLC OR w PART BY MC NECLN:EMCE. ACiM OR PASSM. OR OwHALO,
ENfiECR. TIER PARENT AND SUMIC ARY COMRMUCS. AS w AS THEIR
AGCNS AND C.,-% ExCEPTMG ONLY THE SOLE NECLKq Or 01FNEB.
CIDIECN. THEIR PARENT OR SUBSIOURY COMPANIES AID THRR ACCInS AND
EUYLONEES To THE FULLEST EXTENT RE IMED BY uw. SUCH
MTE.NEIUigN SIAALL EXTEND TO AU. C-S. DEMANDS. ACIIONS. OR
WBILIY FOR MARES DEATH OR DUMMIES OCCURNMI AFTER COMRRgN
0 THET PROTECT S WELL AS CARRIC l,E woaK'S PRorn(ss. CONTRAC,OR
EXRENER AGREES TUT rt SHALL ACCOURECA M S OF
AT rtS OPN COST,
,nuB EXRENTE E R RISK IX OSM OR 4M IN ANX ESS OF ANY APALRCMOMMAXBlE
MSUREANG coMEY OR PoSrtgH TARCN 0• wY IILHRMNHCE COURANT
REGARpNI CO2RACE.
WE APPRUFIUTIES ARE SHORM IN AN
01-1 rON 1. ING CONTRACTOR $HAIL DCTCRMWE ME ONCT
LOUiq. of ALL EALIxG UTRREs BE, COMYEHORC MORIL RE AGREES
TO DC FOLLY RCSPOHSDEE FOR ANY AID NE DAMAGES WHICR MILRT BE
OCCISN1NCo 8` 19S FYRUE To EXACF,r LOCAFC AND PRESERVE ANY AND
µl-REBOUND UTHIRES.
WORTANT NOTICE
SECION •2 N6/A211 Of THE CDJERNUCM CODE R(OINCS A Dq MERE
NTENMUINTN RMABER BE ISSUED BEFORE A 9Ea.n . EXCAVATE" WILL.
BE 1". ;OR YOUR DIG µERT I.D. NUMBER TIME D SEMg UNOCRGROUNC
AERT •• OAL FREE••• 1-eOD-A22-•t]] IY.O TPOBB- MYS BEFORE.
W w.
s-ERN CWFORIU EDISON ODUPANY ISOD) 611-191.
SOUTHERN CWfOaNS, GS C01mNN (SOD) •27--
COKRFLLA v Y -TER -INCH (7 A)) MIS 1651
v C!CM MEPNONE COMPANY (BCD) Ae3-AOOo
IIE wAMCR CABLEVISNTx (7.) S -2225
WPERLAL RMCATTEN DCPAITTRE.i (760) 398-5811
m
--CPI
-S
N
PROJECT J
m o Y AREA RD
VICINITY MAP
INDEX OF SHEETS
L SHEET DESCRIPTION
• sN¢cr nnE
.... �� 1
L OORu OP I MINI O PROrIE: UIE A
STORY DP PW A PNDRTLO lM5 A ! B
SHEET NDEX MAP
SCALE :".SGI'
of QTp ICT!Ou univc ANIn n[JANITiTY ESTIMATE -
NO.
ITEM
QUANTTTY
UNIT
INSTALL IS" REP. CI. SS AND D-LARD PER PUN, PER C FAAUTS SM PION AD20
1.
V
]
HIS'- 2-'RCP, C AND D-LDAD PER RWH. PER CµIRAIs STD PLAY A62D
-
U
IHSTNL 30" RV. CWS AND 0-LARD PER PW. PER CµiRAS STD PITH A620
22
U
5
CONST, WRD MLR U10' RASON PER ARIA S,0 1 J07-2, w AND v PCR RLAH
IS
EA
6
CONS,. ORY WELL PER DOLL IN SHCFi
I
EA
7
CONST. wMNOIE NO 1 PER BEFC h WCO SIC .H 211. I MID u PCR PEAR
S
EA
CONSi. NIILi1TIH SRUCTR[ NO 3 PCR RUC • wtD 51D J5 2±7. AND c PER PLAN
EA
29
I— So' MDS SMOOTH WAG. $PRµ PoE.. STORM FIRE
H1U
LA
CpSi. ,RANSUMB S,F-C ONO J. PER R_ a - STD N JOJ. A PER PW
I
EA
J1
GIST. ORAwGE - PER COAL MIS SHED
1M
1 Sr
RONAEO BARS�H CONSTRUCT DRAINAGE
0 ARREST WE EEI.
SWAE
REST
WLTRT E�ANOM
GETAAL RE THIS SHEET.
-
6"
RBITl RSKE COMEXX
\
PE SI2C
CN ASWI.
MIX. No, 302-"' (U00
PER RAN 6-
WT R_ WALL$ E
w0 6" CONCRETE LAB. A
COpPORATuo 6' CONKP
55pW1 E 11• CI 1E STAB
(POUPEO II 0.AU -�
WEDGE CURB.
CIF.AN SAID
LLHR EXTEN0 1'0
MONO UNDSNRBEO SEAL
-
RCF%I n - RE-M
AS HECOAO
ONSIDES
BA- STTRRUUCTURE.
SE( 'TOM ORAN PROTAES
OR OR Cr SLAR Eu"noM
-
1'_0•
fir
I. BARS O e O.C/ Ew,
6' TO 3/4' wASNCD RCCN,
-_
-
ors A.B.S.
KHMITAE DOWN DIET
APRCO IN I AOVEN FALTER
BPX PER S.SP.W.C. SEC 21}I
-
e" NBC-1 �If. SLAB
I TOP OF •-0 pA RR
UB' pA PRECAST RERMIRAIED
-
-
COH EIC ONO. IVDHO CGIOUI
GR APPROVE. E.-C.I.
_
- tIiEK-S
�µL
CNIcir
W
`E[ STORM ORAPROF4ES
aP WT- Of RIMG ELEVA1q+.
TOP
FILTERR FIMESA IT IN IC
- ----
--
N6• MIN.
[ JPP.PP[[
JY%B,DWwASIHFD 00l
TO
YG 1.3-12 BE PPL�CCDC'
BETWEEN WASHED ROCK AHD wl. DRYWELL
28 NI
• - .... ON RCCURDC SCCnON, SEE -. MORE 2-
ME ABOVE WANTI]ES ARE R ESTIMATE pM1Y. , ]
CONTRACTOR TO vERE'I µl RE AN CS FOR SUpuNlµ G% V V
�
J`Z
V
\-H0.
PROPOSC o
TC OP OF CURB
1
- PROP. [DECOR WATER
PROP. MCR W NRB
R WIF
ISII SUEACE
_ c1E.ma�IMERN:II Or WAY
- - - - - - EASEMEN,
EXISTING PPoPERN LINE
HV
AR PEARR
GB ERAOC BRCS.
BK BEDR XERi. CUTE
C`:'s• l
--- - I. OaANWE S.AIE
. STORM DRAY
INC END K ,. CUmt
K .- CUUM
IC END URVC
{�
b
� EONS,. NOTE REFERENCE
WRVE ,ABLE REFERENCE
CD0/5
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MIT E CIRO.�
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STORM DRAIN WROVEMENT PLAN
BASIS a BEAm+m Aa xsm I THE NORR LR¢ a THE HDEAWAY - VU1 PORTOFNO/VIA DONA
RITE Nw +/• a smlw 9 lowMmm a swTnr RANx 7 b" I 1 0 3 TITLE SHEET
EASTsDM PIN R.u. A./nLee AE emNT ISP•e•1zi OTNY SON. P.E. GATE
UBUC WOR DIRECTOR/CITY ENGINEER AMENDED TRACT N0. 2989h2
R.C.E. NO. 45843 EXP. Q-31-06 WR)ON SECTION 9, T.B.S. R.7.E.. S.B.Y.
CRY d LA OUIMA
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GENERAL NOTES
wDRN 1 BE OOIE N ICCOROANCE .... THE STINNtRD AANS U1 FIE
CN' Ur U Ow .ND INC SIANDA.0 11CCIfICAT10x5 FOR UBLK MORNS
Cp4,F., TATCST COTTEN AND RMRSIDC -111 -FEAR. AND
Ew:CmG110N5 st`st KC "I a61. I-T ELATION
2. ME CONTR.C:ON SULL OUTIN ALL FERUITS AS RCQJR[0 M' THE ON OF LA
OHM. OR OTHER cpERN,IK AGDICICG 1
3. FNC LOC. - Of EXISTMG uIDCN -B URnES ARC SIOYM N IRPROIC-TE
TIC CEu TOR Sxµl DETER.LFC ME E LDCAPoN or µl EXISTING
NIUIES BE-E COU.NFEUFG WORN. HE AGRECS 10 BE f1ILLY RESPoHSBLF 1.
IN,L DAH-1 =CN yKAn (OCCASIONED BY HISFNLIIRC TO EVICILY
INC,
+D ONENn Nro _ [RGRWUD U LRIES.
NE. CONEWTOR SHAM BE RESPoISRC FOR THE REF CAVA REPLACEMENT OR
FpOCIIiBx a ALL REDUUTORT. MARNRo Aro NIX SFDM.
5. 5ME[i uWE SONS ANO TRATK COHTBOL SLAM, ttPE ANO LOCAFOIF SHILL BC
A E AHD Lo TINE Gry ETRTBE FRI(FK W THE NEIGH AR0 TRAFK uARNERS.
E .ND LOCATIONS Slltl BE APPROVCO Br ME CN CNGwEER.
6. NE __RR$NIL NOT pSFIR3 E.- SUMP M .-HES OR or..
P S NOFOR Ott TNC NH. OR FOLND OMCONSTRUCOON. REyp.l ♦HID
RIDCI+L ITT SNAL BE DOE N A RF,GSTCRED 0- EIGNEER WTM ur F,C.E.
uBER RE- J3.9a8 OR MENSED WND SURVNat DRY.
7, CR FC SAUL BE N ACCGRCIIKE WITH ME CHGUNERED GRANxG REWOtEMEHTS
OF THE wnrORu WU G CODE u'EST ECTRON, AND SURS REROBT ...
C7117-10-sto -772 GATED: 9-22-7000 RWIFFED Or: EMM MRUS
CoiKULTINIS TRE➢NGFIE: 760- 5-IS66: AID UPDATE -ER IN STA DEN
CHGNECRND. CITED 2-25-03.
5. THE CONTRAL1lM SHµL NEFF, MC ON F FC MORNS DEPAFMEM .6 IIUIIFS
IRON TO AM G NG. BRUSHING OR CIFANNG AND CACH RNLSE Or CONSTRUCFN
IT (11.) 111-1.15. (Fro IS HOURS PRIOR TD REOI.r NG NSRECFNS.
9. NRIro ROUGH CRVD1uC O EAFFFD. AND PRIOR TO REOFF-S-FORT Or
PERUANNI OFF x,oC smun -. TEUFOFAN DPUNAGE CONTROL - BE
RGUDED To PREMNT PONNIG WATER N D.MIDE 1. ADMCENFF PROPERLY
To. CNSFRT;E- NER.TIONS AND IARTTENNKE OF EOUmWAn AMR+ Oro HILT
,TILE OF NUUA+ 000W SWl a PERFORMED ONLY DURwG THE THE PCR0O5
IS FOLLOMS: OTOBER ISM TO .PBIL SOTH: MONSAY-FRIDAY 7:00 Au TO 5:30 N.
Sllw BED AM TO 5:00 N1, W ISl TO SCPTEI16EF -I: uOIO,Y-fR10Av 6D0
Au IO 7:00 P. SATN7DA, 6W ITT 1C.1D0 PM MORN S BE I•Rw9BIFm An
TIE ON SUN WY OR FEDERK NWDIr.
AFFEN CIFApNL. CNSTwc GIOpTD 51WE BE SCNbrED TO A IFNNUII OF 6' N
MC ENTIRE SOC OR IS RECo1FUCNDED BY SOR,S REPORT.
1, MID.A., GUT .ND r4 SLOPES . Y.1
13. D H,FDE STINES SH- SE LNNNw OF 0.3• DEEP ANo CNSRUCTEo
vY a 2' f1UM 1. FOR, Or .1 N nLL _CS...T.- SLOPE Or $MALE$
SHAM BE 0.SO0.
a, µl fFFLS SHNL BE COUPACTED 1. I WM.U. NNC1Y (Po) -NF Of
1 W ONSM AS OETECORKI) BY UNNORIF B FLDINC CODE SEC. 7010 OR
COUANFM APPROVED OF FIRE RDFNN.ITE ON CHOICER. FELO OCISM swat BE
DETENAIE0 N .0EOR E MTN THE FFNfORM RULING CORE SEC. 7002. OR
E.-I. IS OETCRMRED M I+TC Pry CIKRNCN.
KL SNELI SECMx3 IRE TEFTIr IDDFRDNN. SOE TESTS SHALL SC REOURE,
AE.:R -. -Ho 10 DETEITHRE O-T SE... RCOURCUCNS. ON
OIGwCER TO A•PROVE NUL STREET SCCN)..
16. IOCARONS OF rELD DENSITY TEST SHALL BE MERuwm BY FIE SOT. ENGINEER
KRTCµ HIEEFFCM TD PROVOE RCFRESEMAII FE51NG a 4 r1LL h EO.
TESRIG N IRUS Or I CFl1ICA, NIT Or SPEC- E--IS SWl BE IN
IDDIigx TO THE NOR- REPRESNTATNC SAKR7uG5.
T7. µl w ERGFEWIID FIC-Cl. MON uTERAS. SULL SE PLACED AID :NSPCCICD
TROR TO PAVNG. INCLUOwD BUT NOT •JMaED TO ME FOLLOMNG: SEWER. MITER.
ELECTRK. CAS. IRRO,no", AND ORMU4C.
IS. MC FIN URN LNE _. nLL REPoRT FROM TE PRWECI SO, -.M
SNµl WNUOE A+ APPROVED STATEMENT TUT ME Bai'N nLL IS --U FOR THE
unENUCD USE.
19. ME r- COUPACIIOx REPOFI AHD APPRNµ rrsu TIE SpLS ENGINEER -
CON, THE NPE Cr FELD ESFN4 PERFORMED. EICI TEST SNµL BE IO -_C
MM THE uCMOD Or OSTARFIIT, THE N-PUCE O ITY. WHCMER SAND CONE OR
ptF7E (DID AND SNAE BE SO IFOTED FOR CICH TES.._F MAIUuuu OENSN
OCFER N TFON SIWl BE PERFORMED M v TIE ACCIIFF Or THE _RANT
DNSN LAMS USE, N THE rE. 1ECNNCFN
21. ALL FRI.v D NAYS MUST BE CLEANED DALY or ALL DRn, Mw Ar0 OFFICERS
CTITKA 0 N THEI IS A FESIAT OF MC GRAOND OPERITTON. CLEANNG IS TO SE
DONE T. THE SAIKFACTION a THE ON CNGNEER.
T. ALL CONSTNLTIOx AREAS SNAE BE PROFER, POSED AND LINED IT
CNFORuuCE MM THE STATE uANuµ a MARNNG SIOxS. UGNS AID OEUICES FOR
WE IN ME REFFORW OF MDBK URN NKNMArS, N OFFER Fo CUMFUTE AINY
xAlARl15. '
22. TIE SOILS CNGNEER AND ENCN[ERIIG GEOLOGIST SWLL CTERPSE SINFCIENT
SUPERNSORY CONTROL DUNNC GRAON0 TO INSURE COURIAroE WTM RueFS.
SPEPIKAFOIS. AND CODE MFNR TIER NF-EFT.
13. THE DESMN - ENGREER $Tull BE C.EBCAE SUrNOCIn c_FROL CAROIG
DRIIING IND CONSRUCTIOI TO NSURC COFFPLW+CE RTH THE PL1rN5.
SMCRIOIDONS. AFD CODE M,1HN ITS NR .
2., FIE Gry CHOICER MLL RNE,R FOR APP _ TE - -0, SECFN AfER
S,,ES,_ Of YY VAIUC TEST FOR ROAOxAr wSS`SE.
75. FIE CpRPACTN Is RESPp51% TO FRNNT SAF C0N`_TIN a SrCRM
MITER wnLiMFIOx FACTURES NFNc CON5117LKFox a SUBSENNT IUPRpEu[NTS
BY THE NNFMCfOR, :wEpITELY PRIOR To FHA. ICoE-E OF STORM 0rANI14C
RROr"O"T IMRFMIgN F.F.F-. M CONTRACT. SNA31 NNpICT. N FIE
ESEIFEE a TIC COY wSPECTOR. I PERFOR A E MOST DESTINED TO CLEARLY
SNU OCyp -TIC FHE WNCTIOrUI AOCOUN,Y a E lFFCS.
26. 'HE CN FFOR SWC RRNTOC - CROSIOI AHD - CON ROL uUSLIRES
AS RCp6ED BY THE to C DUST CONTROL " IPRROVCD FOR THIS NRC E
STREET IMPROVEMENT PLANS
FOR
THE HIDEAWAY - VIA PORTOFINO & VIA DONA
AMENDED TRACT 29894-2. MAP BOOK 327, PAGES 56-88, CITY OF LA QUNTA, COUNTY OF RNERSIDE, CALIFORNIA
CITY OF LA QUINTA PAVING NOTES
II.ID FaENCKE,S M11Val lAS IESTEUDPo A R' VBE
.YwC. w RICE
To
EXSRK ""'IuKlOONL CW9 ANp CUTTERS. SOL`Aw[S,
SPNµT CONCREFC OR P.C.C. -IC. ,NCI IRE BONG .OIED OR
w CHEIIN CONNECTION MM THIS PRpEOF, SULL BE J ED N _CNED
CT EAFYAC 70 mC OFT' ENGNECB. NCIIINFG xCCESSATN
yw 7". REupµ. .EPI•:.NNi AND CAPPUIG.
3. A lK CDII- (PANT Pi:-E?) SMLL BE APRm BEiwCEx RAWMENT
'n. CONCRETE SURFK.CE U.D ON CISTRIG PAVCMNT TO BE
T -CCE C�1xFIE SIOIF RATE
I CAD CAµ. /FO. THE TICK CO.T SWL BE SS'
J BRIDE LIOUO ASPIALT.
.. THE VISCOSM ORAOE st R,,K ISPNµF - BE AR - OR
AR-B0o0. to BE DEINMNIO BY THE IN CHOICER AT THE TUE Or
PAVIIG.
S THE FRUL OR SURFACE WER or ASPNµT CONCRETE SHALL NOT BE
RA[ED -R. µt N-SITE UPFOKMEIFS 1UVE SEEN CNPLETCO.
INCLUDING µl CAFFrxOCI OF...
B. u ES AID':µvr. so, r71AUE5 SIN, BE AMKIED TO nHSF R
4R1005 MER CNPLE"" V' o'"I CFO",
1, AN Ex STNK TRAVEL -IS. IN M E%GVA A F^Dc IN
CONNMTION MM THIS PROTECT. SHNE BE COVOLED BY A SET' U
POFM. MIS IRFA SHALL BE PROPERLT POSTED AND LKMED IN
CONFOftHAHCE "FIT ME STITC IIAMIAL Or MFFNNG SONS. UGIOB AND
oMCES FOR USE OF THE PERTORUAUCE OF HYDI IRON wGI 7. N
ORDER TO OI-" An IUTARD5I
6. ALL CASTNG P lENF 'NSNN T95 PROIER SHAM ERHDT BE RE-
-OTT S1INCMR.LLr TESTEO TO VCF6Y THE SrRUCTURAI GPABNTIES INO
THE ftCSULIS S- BE Iw'aPiED SF FIFE CN EHDRKCR.
I. THE CIR10 s-1 BE 'ETCNEO' SNOWING IATERµ LOCATIONS: S" FOR
SEWER, -C' FOR GAS Is T- FOR CLCC-
10. STRRIHc. LEGCFDS LAD _,SCIIF uMXERS TYPE Aro
LOCATONS SHALL BE I FFNED IN THE CN ENGINEER.
ENGINEER'S NOTES TO CONTRACTOR
I BY ACCEPTING FAS CONTRACT, THE CFDH R NFRON RCTGLSCs Au0
ILRELS 10 INDE.,RN. RSE... NO,O NMULC55 THE OTINER. ENG -
(IERCAFTER IETaA FEN, NC.). TE1R PAEM IIID SUBSNAn ORIUES.
ALENIS. E_FEES. NHSUL,Arn6 AND REPRESEMITNES FOR ANY AID ICL
DIWGC TO PEP.SNS OR FROT+ERN OR I RONGM OFATN REGAROLEBS OF
nITE11EF NTFO, SUCH Cuw. GAUGE. LOSS OR EIWCNSES A CAUSED N
WHOLE OR N 1 N THE No...ENGC. ACBVE OR PABSM. OF OWNER.
FFrt,YNCm MEW PARENT w0 suBSIOURY COUPARCS, IS WELL IS FER
IDENS IHO EMPLINTCS. ExCEPp ONLY M SOLE NCp7GENCC OF OALEK
NGNEER TIER PANT OFF s BSRTUM EOIA A ES AHD THEIR AGENTS AID
CNRO,OS TO 1NE N 7 EMIT PEFyTRED N LAM. SUN
IHDCuIIIKItKN SH,LL EXTEND TO ALL CLANS. DEHAFroS, ACTIONS. OR
W fN FOR uUURES. DEATH OR DAVIDES OOCUNNRG AFTER CwPIEFpN
Of THE ."El. As MLL IS NRR+G THE WORKS PROGRESS. CONFRKTN
NINH R AGREES IXI.CrF`ENSX INC, N. L SILL ACCOUPUSH ME ApOrt Ai rt5 OMN COsi,
IxSWNCE POIK, OR POSnCF�AKEti N AFT' NSIPAHCC CWP LC
RETARpNG COVERAGE
2 ME LOCATION a T'—G NDCRGRNND UIRnES ARE BNOMN IN I7F
APPROnuIFE MIY DRY, iNC CNTRACTOR - OEFERUHE ME O
L ,,RON N OF µl ESTNGMIUrES BCFORE muuFNCRK FrORK. HE IGFEES
10 BE I- RESPO M 1N Irn Ax0 µL OAUGES WHKH ITT NT BE
OCCASpIED IN ITS FALURE FO C-1 LOCATE AND RRESEM - AND
ALL UNDERGPOIPTo -...
1. I.E., OAFFOR.NU COSH CO.-
(SOB) an-wU
SOUTHERN C ,`E_ NS Is.-
GENCRµ 2ELENOIE NYPurc
(-I .27-20FT0
(SOFT) .a3-1-
CO,CHELLA VA MITER pSwX:i
vCRIZN LREPINE COMNANT
(1.) 396-2631
(SW) .BJ-.000
FIFE MAP.NER CI&CUSIOH
APERUL FORUM. UCNA PENT
(760) NO-222!
(laO) 390-5611
IMPORTANT NOTICE
SECTION 1216/f217 OF THE DOVEFt-EN1 CODE RECURES A OK ALERT
IOClO1fEATIOH rAUBCR BE ISSUED BEFORE I 'PERMS TO "CAVIn' TRILL
BE N FOR rOR DK µERA F.D. IUIMR Cµl LRv0EFFDi ND SONIC
µERR •••TOLL FREE ••• 1-600-22 1600 M MVIeaNG DAYS BEFORE
YN w.
® TETE-TECH INC.
FTFRI+
::Ed
LEGEND
PROPoSCD RKHT OF - To_TOP OF GIRD m
- - _ ExSFrID ROM of MAC FIB ROA LNC
- _ a�OPOS.R LS NOTED F` M1+bNPo NTC TIC
P
OTSFNG ILS IroTED LP_1. RPM « Y
__________ -TUNE N_rRNrsH FLOOR
EASCUC VT GB_cF.00 BREAK
GOAT. NOTE (� RCF- pE_BCPx N:IT. CURVE �,1t�M_ Oro vFJn. cyan y� �t'-AXIi
® C.•M IABIE RO'ERNCL
lC�Uro CURB FCF�ON ® lNC .BIE RSEEIEOCE 2Rx_MT IOW
of/jS=OF, . CEMCRLNE PROJECT .i.Y
AREA 9 N.91i.E
VICINITY MAP
N.T.S.
CONSTRUCTION NOTES AND QUANTITY ESTIMATE
N0. ITEM
QUANTITY
UNIT
CONST. 3' AC. OVER I!' IB'
67570
Sr
3
COtAT. TYPE D CLRB ONLY (<- CI) PER RNERRIE CO. RMO 11, 21
Sp)
LL
J
CONS. POUCD NFB PEF pETAE - SNCfl 2
•620
IE
ENS. ROLLED NRB TRA+SIi1N PER OEfAt - SNER 2
To
w
6
NSµL ONE MIr SON. PER - MA, T.C.H. STD. at0. Rt.
J
CA
INSFµL TYPE II BARFKADC
O'
21
CONS. ORTOI OUNTESSIOI, PCR -A BID. 313-1, CASE D. I-S'. IT GER GLIH
6
CA
U
AplUsl SEWER uAFIIOLE TO GRADE
9
u
.8
ApIU51 -OR V ,1C FO OW.OE
12
CA
�tit = 141�777,00
NDEX OF SHEETS
OESCNPTIOrF
IrtLE SHEET
pELALS. STREET SERIOx. NOCX ,W
IFRECI OLAN k PHp1lE: w Po TOrNO 13.a6.32 - 21.N.U0 - .
SFR[LF AINN 6 PROfFL vU PoftlawO 2T.N.00 - 30.00.OD C1iY dUDUINP i
STREET PLW a PRORATE: v4 DO 32.15.]3 - w.FTOW PINT Br1E9O .
o3wl �j
I
3
BENCHU RN
OWNER : ME sou µN FIRD Iw.S REto EO FHE
ND LA DuintO Partners, LLC ND Po M N E vvm E nms S To RE w
HANOMFi1 @OxwFM IF JR GIRAND LANE. SITE 4 COIrOFMAKE Y+ITN MC. STOATS REGORi.
1w2 MISNINGTa+ xxe ATE. 1 AN asEFT, a 9zz11
ta 101L r1EC U NNTI CA 9225J ,NC PoRM a up IVE
1-800 PIIOr2 V.) 39I-507,, 112-M93
227-2600 EL Illol SpLS T'IGNtER p.TC
BASIS OF BEMINGS .au APPROVED BY. OFTY OF LA CKWA LA NwE
STREET NPROVEMENT PLAN
RLRS or ITrAwNcS AIE Blsm N nE HNDI Luca THE NDEAWAY - VIA PORTOFND IF VIA DONA Me'
Mc HM I/. a snIOFI 97onm®e swM RNu 7 6. L�.eS TITLE 8}fff
FAST S.B. wR v31, w/n-6B IS ma -w',,m OTNY JO SON, P.E. DATE
PUBLIC WORKS DIRECTOR/CITY ENGINEER AMENDED TRACE NO. 29a9h2
___ R.C.E. NO. 45843 EXP. 12-31-06 Wn,,,F, SECTION 9. T.6.9., R.7.E. S.B.N. In i OFS
GENERAL NOTES
1. A: WORK SHALL BE DONE N ACCORONCE M 4 THEARD SFANOPUNS OF 11.
CITY OF IA OU I. AND TIE STANDAFO SPECUICARENIS FOR PUBLK MARKS '
CONSPES U (EIS .'EST EDITION.
0. I..-FFE-IREV �C� MANNA OS NW
2. TIE CONTRACTOR SHALL OBTNN AL: KRURS AS REBURIED BY THE CRY (F:LA
BLRNTA OR OraR CP2RNR6 AGENCIES
J. THE LOCADIS OF EX15iNC INDERCRWNO -"IS ARE SNOVN N APPNO%IUATE
AY _.. THE Con I. SHALL DETERNUNE THE EXACT LDGroH K ALL COs10D
UIOJRES SEFCRE ODNUDTfFD AGORA. HE AGREES 10 BE ALLY RCSPONSDRE FOR
AN,ME AFD KL DAYABES WIRER LIDNI BE OCGSONED m NS IARLUME TO E%ACILY
LOGE AND PRESCRK ANY RAID ALL NOCRCROUND UMMIES.
♦ THE co RRACtOR SHABE FCSMA14BLC FOR THE REUOJAL, RCPlA4uENT OR
RCSHALL BE
Or ALL REGUU,ORY, _HNC AND CURE SIOHS.
3. SHEET ,AUC sIONs AND TRARKFEEL SIOHS. TYPE AND WCAnO T SMAL BE
A➢PRU20 or THECm ENGINEER. TRAFFIC STRUPINL, LEGENDS AND TRAM NARKERS.
TYPE AND LCGroNi SNALL BE APPROKD BY 1.E CIn E-NECR.
e ra COA RAERM SHALL HOT BSINB EK SORRY NEE -ENS OR BERCx
.s NOTED N HE PIAK OR FOOD CURvq CNSFRIKROA. w- AND
RUPLACrMCNI SIut1 BE DONE BY A REGISTERED CNO EACNCCR MM NI R.C.E.
N MBCR BELOW JJ.9 OR LICENSED IAMB SURVEYOR ONLr.
7. GRADUNG SHALL BE N ACCORDANCE M THE ENCMCRED -1 RCCUFIEUENTS
OF IHE VRRFCW BU MK CODE LATEST EDIION, AID SMS REPORT I.
]-10-00-09-]]2 BATED: 9-22-2000 PREPARED ON: [ITN 5r5TEHA5
COPMR-TAIlT$ iFUGIDNT: 760-3.5-1568: AND UPDATE LETTER BY SUOOER
ENCNCERINO. DAZED 2-25-03.
B. THE CONTRACTOR SNA. NORFY THE CRr wauC -IS OEPAwuENT •e HOURS
PRIOR TO AN CRADNC, BRUNmTG OR OLC.. AND EDAM RHASE OF COIMMUC1gN
AT (760) 777-7075, AND 45 ICURS PRIOR TO RCOURUG INSPCCROIK.
S. DURING .- CRAONG OEUTONS .1. PBOR TO RCCONSIRUCTION Or
KRUNUIET (RAPINE STRUCTURES. RUPOWaf DRAwACE CONTROL SIMLL BE
AtOwCED TO PRINT KHER,G WATER OR'DAUANE TO ADAACEHI PRB TY
10. CNSTRUC- OPERATIONS AND NAUNIENACE OF ENwLENT wRHIw ONE HALF
UOE Or HUMAN BCCUPANCr SHALL BE PERFORMED DULY DUFNC THE DUE PEIa00S
AS rCLLOws: OCTOOCR IST TO APRIL NITI: UNDAY-RUDAY ]:OD AN t0 S:JO Pv
SATURBAY e:00 AN To 5.q0 PM. wY HST r0 SEPTENBEB SOH: N__RMEAY 8:.
AN To IW PI SATURDAY e:00 AU 10 5:00 Pu WORK SHALL BE PRNIBRED ANY
DUE'N SNDAY OR FEDEBA -.1.
1 AFFFB C C, N Nc. ENSIUD GROIRI( SNALL BE SCARRED r0 A uR - Or 6' N
NC ENTREE SITE OR AS RECNNENOCD BY SBOS REFUN.
13. _... CUT AND FOUL SLOVCS . 2:,
11, (RAANAGE SHALES s- BE AnNWIA OF 0.3' BEEP AHED COSTRUCTED A
UM OF 2' FROM TM TOP OF CUT OR FILL SLOPES. uINNUU SLOPE OF SIFUCS
SNUL BE O.5ox.
•. ALL FOES SNAL BE COMPACTED TO A u%RWN MINER (BO) PERCENT Or
IIUI BENSRr AS OETERTNED BT NRORu BIALDNc CODE SEC. 7010 OR
EOUNKEAT ARRRONEO eY THE APPROPRIATE Cm ERCNEER. FEUD GEASIY SHALL BE
OCICRIAU,EO IN RD ACCOANCE MEN TIE UNUERu RUMNN CODE SEC. 002. ONENTERER. AS ORCRABREO m III OTY ENONEEK
15. ALL STRER SECTIONS ARE TENIAINE. -I.- SOD TES1S SHw1 GE REOUMD
EHCNECRR ZAP BRACT.
. DEFE"UNL'N E EXACT. SECro„ RCNwENEN S. Cm
C 1 ST SNAL BE DERRNNED BY INE SOO ENBRIEER
ORMCAT- OF FEND DERSm
iPPR P RENT AGENCY AND MALL BE SURKENI IN BOTH nORRONIA AND
TMIDPIAREAS o i0 PRONFEEITTAk RERll$NATURE f TNCM`C K CUG U ALL RILL PI IN
ESDRC IN AREAS OF A CRRICAL MATE K SPCCLAL EUvw55 s1V4L GE IN
.;drop TD ra RCauA RcvREUNTATIK SAI-LS.
). ALL UNCERCROUW FACNIES. 11x LATERALS. SNAIL BE PIACED ARID NSPECRO
PRIOR r0 PAVING. 11 UOIRC BUT Hot UNITED TO TIE FELLOMNN: S,R. ATER,
CLECIFK. GAS. MRUBAIKN. AIFO ORARUBE.
19, THE R- LITLIII' NE BACK FFL REPORT FROU IIE PROJECT SELL ENNINECR
SNAL NCLUDE AN
APPROKD STMUENT THAT THE BACK - IS SNABU FOR IIE
INIEFFIDED USE.
11. THE NFA OD.MAE- REPORT AND APPROVAL INN 'It SOULS ENNNEER SHALL
CONTAIN
THE ITTRE or
OF ODiLD FcFHE FESTIND EACH TEST SHALL BE IDENTIFIED
PUCE DEFISTM WHETIER SAID CORE OR
ORM RING AND SHull BE SO NERD FOR -I _. B."CE., YARWu DEM>m
DETERIIN1110, S.LLL BE RERFORMCO TO K T.E ACCURACY OF NNE W%IYVY
DEIMR, CURVES USED m THE REM RCHHIKAN.
20. All FRAKUED WAYS INSr BE CLCUED BAAY OF ALL GIRT" UOD AID DEBRIS
DEPOSRED ON TIE. AS A RCSULI Or THE BRADIRC BPEFFARO., C -B S IO BE
DO.0 t0 INE SARSFACIION OF IK Ett CHIGMCA.
LL CNSiRUCtON, AREAS $HALL BE PROPNININCERLY ROVER AND UCHRED INFORu.wCPERTORHANCETOF AOFX UPON WNgHwAvS INN ORDETF 1O�N OOR
USER..
2:. THE SOILS ENGINEER AND CNDIRERINN GEOLOGSI SWAL'EXERCISE SUFFICIENT
SUPERASORY CORRBL ENRAG BRACING TO INSURE CORAPLAHCE MFN NUTS,
SPEWFBAAS. AND, CODE W TIER PVIMEW.
23. THE OCSIN CIAL ENCN ER SHALL BE UENOSE SUFFICIENT COTTROL OJRNG
CPAMq AND EDNS1B.- TO INSURE CAR% UFCE - DE PLANS.
SPECEICAroNS. AND COOL MRRN IS PIJRAIVF
21. ME CITY ENGINEER WILL REVEW'FOR APPRDNAL WE FINAL STREET StEM. ATER
SUBunU OF R• YAUE TEST FOR RO 1 SUBBASE.
11. THE CONDACROR S KSPONSDU 10 PRMNI SILT CONRA R - 01 STORM
ATER UIFDIRARIPI FACUTE$ -1. COISFPUCTION OF SUSSEDUDR IUPROVELAENS
BY THE CNR ETOR. ILIUENTELY PRIOR TO FINAL ACCEPTANCE OY MDR- (FANACC
RERNTqu/uTfK1GlD. __ES -
MC --'.R SNLLLL CO -I. INra
PRESENCE OF THE Ott INSPCLTOR. A PERFORNARCE TEST DESONED O CU-11
SHALL BEAOHSTFUTC THE FLNC- ADE OF THE FACLRES.
26. THE CONTRACTOR SHILL PF N`OE BIID EROSION AND OUST CONTROL UEASUMS
AS REBURED BY THE r J f MI CONtRBt - APPIRDVCO FOR 1.6 PROJECT.
STREET/STORM DRAIN IMPROVEMENT PLANS
FOR
THE HIDEAWAY - VIA CAPRI
AMENDED TRACT 29894-Z MAP BOOK 327, PAGES 58-88, CITY OF LA QUINTA, COUNTY OF RIVERSIDE, CALIFORNIA
STORM DRAIN GENERAL NOTES: CITY OF LA QUINTA PAVING NOTES
eALL IN CONCRETE RDWWI- •i+CPfri STRUCTURES MUST BE 3250 POUNDS PER SOUNRL
Kn N 2e DAIS.
2. ALL 'ME LENCTIS ARE HOR17011 u P•TEUCCIONS. UUESS OINEPRESE SIOwI.
!. FOR TREW. [%GVAigNS I.. NUN' - SNARING S_ BE PROVOED AS REBURIED TO
yieI MlIE M CAUFORNY SNF- RCCURCVETRS.
♦ PIPE COxSTRUCFIOA INRILL AFU W5 BE COORO.AED MTI THE ORA.- FO ENSURE
orMEx THE Flu OPCRAFpn HAS .. -"-MD AT GRADE. THERE S A uHIUVU 2 FEET
I ABEK THE TOP OF PIPE.
3. ALL WORK uUSI BE PH COIFORIUNCC MTN THE CNRCNT - of pvERSDE STANDARDPLANT AND A COPY OF a I— BE .EFT 0. THE .NOB SITE AI ALL TINES.
6. THE COHIRACIOR NUST NORFY ln. CITY OF IA -A NSPECFOR (760) ]]]-TCOD A
LEAST TYD (2) MJ _ DAYS PRO, ID ED-INCEVCM Of ANY CONSTRUCTION.
]. ALL RLLS vUSI BE CE APACI O :C 1- REIAUT CNPACIgN AS DERRu1HED BY THE
CA, NI TEST UCTIoo NO. 216. 107E '- LAYER NE1HOW. ALL BACK FILL u1N5T BE FREE
OF AGETA wnER.
B. ALL SURNCRNB KORRED FOR ART- AND IOPoZONTA. AUBNUCRT -UM BE PRONOCD W
TIE CONTRACTOR OR OM oRER AND SuIRppN REFERENCE STNLWC -UMBE IN
ACCORDAKE - ]NE REFRARCUENTS o. THE Cm OF IA OJRRA USPCC-
9. - REINFORCED CONCRETE APE .INS. BE BEDDED IN ACCCM-C WRH PINE BEDOPNG
OCFAA, PER COUNTY Of .NKRSIDE STANDARD PWN BI..
0. CdrtMCTOR SHUL, HUTRT THE CRT or U BU_ •e IWRS PRpR To D-LOAD TEs RC
OF R.C.P. FOR vERUKI110N Or RESULTS.
WiDR TO THE CNNFNCEVENT OF CdTRUCDOIN. RILE OEVELOPER'S CO -FIR SANE
OBTAIN A MIFF, FROM THE SIATE'N1uDN OF INCIUMNUN SHIM. A. Or KFIRF SINE
BE NCR, ON THE. JOB SITE AT ALL TINES
3. PRIOR 10 THE PLACEMENT CF ST PUE DRAIN INRROAUEHS. THE DEVCMMR`S SIRS
ENGINEER Slue CERIUM IN -- O THE CRY OF U OUNTA INSPECTOR THAT THE SFORN
DRAWS SUB GRACE IS OF ADEOIUR s1RENCTH TO SURPGRT THE MRuC-ES AID ANY
ANTICIPATED LOADS.
13. UL STEEL THAT IS 70 BE CORDNUCIJS }e AND LESS SANE BE LAPPED A UMNUI OF 45
PAR BUNZ,CRS. FOR BARS /1 AD IARBEK THE MIN. ZAPS 6D BAR CUNEno S.
RPALS TESTING FOR THC DRA'NABC FACTURES SHALL BE PRORDED BY A WiFRAtS
UB N ACCORDANCE - THE WUBCK MEATION. AND FEOUENCY KotICSRD W THE Cm
OF U DUMA IISPECTOR.
IS. CNANFER ALL E%PUSED EDGES OF CORCRETE J/•• IAA.
CRT
REINUT
RITHIN
or to ou-f-w ENCROA -ENFNFAEEESSUR FOR CONSIRUC REOIn VRCU PUBLIC
lHE
RIGFF-or-wAY.
CLRCM OF NAO HE STRUE,,UKS LAY BE RIEREASED TO uEEF APE ONES A BPTON Of
OIIIICIOR AS LONG AS RER.E.M.IO SRCL Is CONiNUEO AS RE-K.. AHY CHANCE N
SPUR LEGION NUMT BE APPRMD BY !NE ENONCER.
11, FLOOR OF NUROLE SRUCTURF. SLUE BE STEEL FRONFELOD TO sawRC CUT.
19. DOOM OF MANHOLE SIRUCFURE. INCLUDING SPUR. HALM BE PDNED N ON CHE CNIJOUS
PE ONATON. EXCEPT THAT CONSTRICTIONJONI AT C IPRNB LINE WHIN A IORCRVONAI KEY
WAY S PER,RREII.
OF EL WRORCHIC S ST BE MREDIOGETIER BOTH AYSHAT ALTERNATEEO IN E IxF[RSCCIO15. 1WV WAY NAPS
21. STORM BRAN BACK FILL FOR AL FAC4RES TAINTH STREET RXUrt-D<-wAY Ms It BE
P NCO AID COAPACRO MOM Car NSPECUN AID NEET III IXCEFD Cm OF U NINTA'S
STADUDS.
22. ALL PIK To BE BANDED AND GROUTED (Nii dR51DE ONLY. 22•- INSIDE AND OUTSIDE).
23. RCP SIAL COMELY MTI ALL ASTU AP UICAELE MAPON DS.
I•. AL LOEU DEPRESSIONS SNORE BE COu58FUtTED PER STREET IUIPROANEHT - IN
ACCORDANCE MTH COUNTY OF RNR50C STANDARD PUNS. NOAEKA. ALL CATCH BASKS WOL
ac SHBMN OR THE STREET RMMnE NEAR TEAS.
21, THE CONIMPOR S- CONDUCT CONSTRUCTION OPERATIONS IN SUCN A MANNER TEAR
STORM OR OTHER ARRS LAY PROCEED dFMERRUPTED - THEN E%TAB SIREET OR
ORANAGE COURT—
26. IN THE COURSE OF WAFER CN RROL. THE CD.iRACTOR SHALL CONDUCT COAMRUER0N
ORCGIgrS TO PROTECT WATERS - Po__ A'R. DUELS. _S. SI:uMENS OR IWANL
wRFutS.
I]. LOGE OERREMOEINS AND BECKS OF CURB INLETS SHA L NET BE POURED UNTIL _CAR
CURB AND dRTER KS BEEN POURED.
2e. R A OR TVUl E-KS MRNIN A LOCH GERRESSON -SUUI. USE - OR
RNEn" MADAM PLAN 311.
29. CURB OPENUDS PER - PL.Ax !RC Y 303.
l UIOEROROuno rNCLRKS IN— -✓•. S S BE N PIACE
AND
T_C- CNPACTED AND RSRD N.CP 1. PANNE.
2. ALL C561w0 wPRDVCUENE5 INELUJR9 UOINO CAND CURERS. SIDEWAKS.
AS Hut COARMErC OR O.C.C. FNAI.C. MRCI ARE ODNG JOII[O OR
A LCK-1 In COxJECFOI, WFTI TARS PROJECT. SHAL BE JOI.FD OR UMNED
IN A -ER SARMACTO N to ra Cm (NORAERR. TIC- NECC -
SAW _'UrING. RCUWU. REPLACE.C. AAIO CAPPNL.
3. A LACK "I" (PAI DfdIER) 51N1 BE APPIJtO DCM1'To P.KUCM
LA' ..S COICRER SUR�AC[$ AID Cx E%RRRC PAAMCNT 10 8C
RESUFFKCD AT ra RATE OR OLIO GU. /to. THE TACK CGT SHAL BE SSI
.-,I CMELSON MTI 60-70 GRADC LOUID ASPIAT.
A. ME lT%COSnY CAADE Or PINING ASPHALT s-. BE Mh•ODD OP.
AR -WO. BE OCTCRNRED BY THE Cm CNDNCER AT THE DUE OF
PNAxc.
5. THE R OR SURFACE LIAR OF AEPNUI CONCRETE SNALL x0I BE
PUACEO U.TL ALL N-SNIT IUPRpTUCHrs IAA BEER COUPLEiED.
UICLUONB AL CAR CRADt_
6, uAIAKYES ARO vUA 80% TRAIIES SHALL BE ADDSRD TO FINISHED
CPAdS ATTIC R COLIPLETTEN Or CNStRUCIgN.
1. ANY E:... IRA.KL AYS w wIRH EII-ATON S NADE IN
CON, NER01 Mix TINS PROTECT. SHALL BE CENTRED BY A SEPARATE
PCRUR. TIS AREA SHALL BE PROPERLY PCSRD AHD uSNTEO N
HIS
DP�IN FI
ES FOR USE ESIAIPERrORWIICC OF UPON NON-IFAM WD
ORDER .J ou.- AIO NAIAROS.
e. AL E%ISTNG PAKUEHF DAMN DIMS RMUT. SHALL OTHER BE RNaED
OR 9TRUCTU-1 TESTED To KROY THE SIRUCNPAL -ABILITIES AND
FINE RESULTS SHWL BE APPROKD SY THE CIF E-NECR.
9. THE I- SNAUL BE v_B` SHOWING URRAAL LEGIONS: s FOR
SEDER. 'G" FOR CM. AND i' FOR EUc-
10. TRAFFIC STRITIG. LEGENDS AND PAAUExt MARKERS. TFRE AND
LOCAFRONS SHILL BE APPROVED W THE CDY ENCUECR,
ENGINEERS NOTES TO CONTRACTOR
1. BY ACCEPRNO RUS CONTIUCT, DE CCAM "CtBR HEREBY RELEASES AND
AGREES TO UFDEA xf BERAD. NOLD HARNUSS THE OANER. ENGINEER
(MERGnER - HECK THEN PAREAI AND SUBNOIRY COwAI1ES.
AGENTS, C.-S. """ITNOs AID R[PRESENTAIrvES FOR AAr AD ALL
DA UBE TO PERSONS OR PROPERTY OR WRI - DEATH REBABOESS Or
✓NETHER OR NOT SIKH CWN, ouuCE. LOSS OR CAPENSES S CAUSED IN
wI10lE OR N PAD BY 1RE xEOLfIACE ACTNE OR. PASSM. OF OILER.
ENURNCCR. FHER PARENT AND SUBSIDIm COUPUFES. AS W AS THEIR
ACE.TS AND ENPWYCES. EXCEPIVAB,OHAY THE SOLE MBUDENCE OF NUER.
ENBRIEER THEM RARNF OR SUBSOARY COUPANES AN TIER AGENTS
ANp
ENPLOFEES 10 THE RRLESI E%i[Ar KRUARTED W Uw. SLKD,
wDEU _On SNAUL EKIENO FOR ALL _-S. GEUAMps, ACTIONS. OR
ARY FIWNA ES. DEATH OR BACCS OC In- AFTER ODUP%C7-
FMOR THE, PROJECF. AS WELL AS UJRNC THE WOO's PROGRESS CNTRACTOR
RJRTIO.R AGREES THAT R SHALL ACCONTN" THE ABUT AT FS OR'N COST,
EXPENSE AW RISK E%CLUSNE Of AND MCARID LSS OF ART APPtICABU
NSURURE POLIO✓ OR ROSTON TAKEN V ANY INSURANCE CO.-
CGAROxG COKRACL.
E. THE APPROONAWAY ODYY. THECONTRACTOR SINLL DEMUWNE THE OtKiA
LOGIDN OR ALL E%STERN UEORIM FOROE CEPUENCNG -1 HE ACKCS
10 BE FULLY RESPOSRLE FOR ANT AID AL BAIIACES MOOR u1GIH a
OCLLSIONED BY NUS FALURE TO E% WEATE AND PRESEJM - AND
ALL UNDERGROUND URURES.
SOUTHERN CALIFORNIA EOSOx COUPAn (Bo0) 611-I911
soLRHE. CALRDRNU Gs -I- (SOD) •2]-3000
GENERA FEUCPNORC COunAAN (BOB) •e3-,000
CMCNEUA VALE, ACED OSTRICH (IN) 3Be-3651
KE NOn ERR CABU-. (TAR)
CNO-22OD230
NPCRIAL IFRXARO. DEPARTMENT (7w) 3oe-m,,
IMPORTANT NOTICE
SECTION •Its/4217 Or THE BONER- CODE RCOIWES A BD MERE
IDC.NRFKATN NUMBER BE ISSUED BEFORE A VERAT TO E%GVAR" HELL
BE VAIJO. FOR YOUR 0O AUER, I.D. WNDCR CALL uRREDORNRD SERVKE
AEFR •••FELL FREE •••-e00-227-26OD iM) wORJbxG LAYS BEFORE
DU DID.
LEGEND
MMO� - "MnKE NgHT O f w YAY EL_ R IR UIE FB
CC-- R_ FONISHI SURFACE
PRO 1 AS u01LD __ POUR
-NO AS PoRn
- - - - - - - - -- SANEU, LRAC NORMI➢_FLNNFS. BOOR REV.
(� EASC.D.E OB_BR CE BREAK
l'J -1. BTE REFERENCE M_ fHEiND�KRI. CLINE
m - CURA • E RER HENCE BC KB CURB RENNIN
® 2IT- D CURB RETURN
AGE :AR[ PEfE ERCC }�� fJROH
o/s`_oFTso RRFROM CEHRRUNC
m gg
5 9
PROJECT
AREA WAN
VICHTY MAP
H.T.S.
CONSTRUCTION NOTES AND QUANTITY ESTIMATE
NO. '' IT M
QUANTIIY
UNIT
A.C. ONER •.5' AB
S•.3.9
SF
2
CNST. FIFE 0 CURB ONLY W CF) PER APR BSDE CO. ROAD ME. 20•
1,626
11
3
COAST. ROLLED CUBE PER - - S-CE, 2
3.10
11
COAST. IOLIED CURB Twxvno. PER DETAL - SHEET I
SO
IF
21
COMSr. CORER DEPRESSION MR ARw'A STD. 313-1. LASE 0. KaT. IF PER PLAN
3
U
INSTALL Ie• RCP. CUSS ND 0-LOAC PCR PUN, PER CATFAFS SD PLAJF .. NpF,OD 1
73
IF
2
UNSFAJE 24' RCP, CLASS AND O-LOAD PER PUN, PER GUPAS Mu PIMA AC2D uETOp I
62e
LF
COUSF. CURS UTEI CATCH BASIN PCP AURA 11 /301-2. CASE B. W v PER PUN5
EA
35
CONSi. DRY WELL PER OCIAR - SHEET 2
1CA
}6
CONST. NAINOU NO. I PER RCfC a wOD STD. N 211. I AHD u PER -
I
U
2
COST. NRCT1{N SIRUCTURE W.'2 PER R.C.r.C. a ,.C.B. STD. J5227. A AHD C PER RIAH
2
EA
2
INSFNl :. NOS suODTI WAL SPRAL RI98C0 STORM ARE
247
U
COST. ORARACE M,XE PER OCIA. - SHEET 2
45
Sr
•3
AA_ MANHOLE FO GRACC
3
EA
ADMI vAA 10 CRAOC
6
CA
-zo i � � 3�3 L C� 0
INDEX OF SHEETS (SEE SHEET 2 FOR MAP)
DESCwPtION
RE SnQI
DE1NLCI PROSFRCCI SEC, ROC% WP
fIE: I vA. Aw Sa - ISa00
J
ou
PUu R PROAE: vu CAPRI ISA00 - NRaOO
R.P. ORAw: vu CARw PWF a PROFOU
clr.ay.. pl:.
RW 9el N.
c>3046L
ANH NO LA O.o. a HPere. LLC RHARD.ELL 10 UIEHF AT
O. BD% :•82 IIAS-rN A A2M AK. I
-BDDF� P,DxE: 1]sAo)cs992 sD]} NAC HOURN of 4-AA.
2217 2800 a I1],os
APoNcs w APPROVED BY: ORY OF LA W4TA
SOUS ENGINEER
SVDOIN CN.NEC_
39725
E G
O R1. CA ME.
7B0-2I2-3653
NAS MRWED THE
TIER To a w
TIC SUES RCPORf.
- ® TE I RA TECH INC. N w�I _ �T STREET nPR Y - VIA r PLAN
" d i. e.Lu d eEIR.ps NE eAan N IHE x6RTI L4E or T!f H�EAWAY - T CAM PmJETR xn
FAAm. mIT. a THE xw ,/• GE P.N.
v IOwx AS
6 D Rwz ] lE • I l 0 3 TEE BiFET
y EAST seA. PW P.N. «/In-6e As eDRc HIeR•f1}L OTNY JO SON, PA DATE
REvmOxs o "^N' ,ya�Rr"TMPLB� PUBLIC W RKS DIRECTOR/CIE✓ ENGINEER IN SECTION
TRACE N0. 2989S.B.M.R.C.E. NO. 45843 UP. 12-31-08WITHIN SECRON B, T.B.S.. R.T.E. SND 1 AOFI
GENERAL NOTES
ALL AVOHN swat BE COIF N ACCORDAKE NTH IE S1µMR0 PVNs OF WE
Gtt Of U AMNIA AIO M STAANOAFD SPEUfKY.IKRS FORT PUBLIC WOTRS
SPEC.1G W15 ORp,wvGC n0. .AxD RMRSIDCpIIG p,wh 9tA14x05 µp
g,,,E pR p RtGpv[ xmGww[uCS5.Ka4RS A9 REOWttD BY THE Gp Of U
J. ME LOCAIDNi OF C%1STE NIpCRO1CND UIUTES AT[ SHOAn N MPW'AAArt
p,lr. WC CONTRACION S1MLL "Sr. E THE IXKF LOGTOx Of ALL Ex61wG
MIMICS BEFORE COUENCPK WOO. HE AGREES TO K FULLY RESPMyBLE MITI
LOCATE B,AAMS
MES AN, AND All BEOER�G�RplpupDu. HIS
fxLURE TO OUCM1Y
A. WE O, OI ALL MGVUTdrv, SAWS G AND R WE RE AL RE AIEM OR
5. STREET NAME SIGHS AND TPAFFTCCO iRO SAWS. hPE AND LOCATION SHAM -BE
EBr APPROD THE Cm G EHHCCR. RC STRIPING. LEGENDS AND TRAFFIC MARKERS.
TYPO AND LOCAMNS SHNl BE APPRMD BY WE M ENCUEER.
6. WE C-TOR Swla NOT DISTURB PISTE SURVE- MONUMENTS OR BENCH
MARKS NOTTO ON ME PWN. OR FOUND OIIRE CONSIWCDON. RE-. AND
REPLKEUCM SNAAL BE DONE BY A REWSTERO CR& CACHE R ARM AN R.C.E.
nuuBER MoR JJ.966 OR LCEASEO UHD SNNEVOR ONLY.
7. CRAVING SHALL BE AT ACCORDANCE ARM THE CMCNEEN[D CRAo9K RECREUMTS
Of MT.. UNFERAN O 6NTCODE LATEST EOMN, AND SEALS REPORT M.
7-10-OD-09-272 DATED: 9-22-20W PREPARED BY: EARTH $-S1EM5
CONSVLlµn TCLEI, IT: 7C-S.1-1565: AND UPDATE LETTER Br yADDEH
ENGNEERE. OTED 2-75-OJ. 11-523-0952.
o. THE COMIUCTOA SHAM NDOY' THE Cm PUBLIC WORKS DEPARTMENT 48 HOURS
RCR TO ANY GRADE. BRVSI R C OR CILwE AND EACH PHASE OF CONSiRUCtu
AT (7BD) 7n-7075. AND 46 HOURS PRIOR TO REOUTIRAC wSPECiMWS.
B. WRE - GRADRAG OPERATOnS µ0 PRIOR i0 RECxSrU,C,OR DI,
SNAILL BE
PUMNAM
ERR PERMANENT
ip RIME POMIM wATCR4 OX ONUG� C NCAONCCLTaT PROPERTY
TO 0 SWUCIION -TONS AND AANrGAAHM OF EOUPAENT - OE HALF
MILE Of HUMANMCU SHAL U PERFORMED BWY DUOND OE TwE PERDOS
SATURDAI s: AN TO5:C t� NNT'w� IST AMio 5EPRMB[R ]OM OxOAAY-FRTW BOB
AM I :C P. SAILWOAv al. AN 10 5:C PSI WORK SHALL BE PRONIBTED ANv
TIUCOH SUMDAT' OR ROERA HEADAv.
1 AFTER CLEMNC. PU51NO C CRW SMALI BE SCµIFED TO A MMUU4 or
ME ENTIRE SITE OR AS RECNLIENOC W SOTS gEPORI.
12. -Mill CUT AND mL SLOPES - 2:1
O. BRATM SNARES SHALL BE 11R NT, Of O.S' DEEP ANO CONSTRUCTED A
SMVM M 2' FROM ME TOP of T OR FNLL SLOPES. AANINNY SLOPE V SNARES CBE 0.505.
IA ALL FTLS SNALa BE COMPACTED TO A MMMIuu MHEI- (90) PERCENT of
""U" "or AS DO""ED BY MMFORM "`R COOS SEC. 7010 OR
ECUNAENI APPRMD BY ME APPROPRIATE MENGINEER. FEND MNSFY SNKL R[
CP1AUIM w ACCORDANCE NTH TTHEUNIFORM BURDUC CODE SEC. 7002. OR
COUMALEM. AS DETCTNINTED By THE Cm CNUNECR.
IS ALL STREET SCCTIO ARE TWA-. ADMOxAL SOL TESTS SNALL BE RECURRED
AFTER RpCIA GRA09AC To -ER.E E%ACT SECTION RECWENAITS. Gtt
(WEER TO - SWEET SCCTDN,
6. LOUTONS M NELD OENSTY MST SHALL BE DPERNED B ME Sol ENCOUNTER
µPROVCo TESTNC AGENCY AND SHAL BE SUFFICIENT N CNN NONZOTAL AND
wRTKAI PLACEMENT TO PRO,DE REPRESEMAM TESTING OF ALL 1M RACED.
ADO,MN, To ME 1OR,.AL KPRESMryRM SwRI E OF GS. Eu:HApi sH4L BE N
7 ALL ONERCROUND FACUMS. NTH LAIRWS. SHLLL BE PLACED AND INSTRUCTED
PRIOR TO PAVING. ELWIC BUT NOT MUTED TOM FEALOMM: SEWER. ,ATM,
ELECTRIC. GAS. RRICATON, AND
DRANK-
B. ME FAYAL N UNE BACK NLL REPORT MIA THE PROJECT SO. ENGINEER
SHALL WCLUOE µ APPROVED SWTEENT THAT THE WEN FRI. 6 ,TABLE FOR M
INrtNCCD USE.
, M ANAL Co-TION REPON AND APPROVA FROM M SOILS EWNCFR " LL
CMTINTA ME uEMC Of OBi IN GSDME W-PPUCEE M. . EACH TEST
INCMER SAND CORE OBE R
DETER RMIwIOH SMALL mEPERmima, TO VERRT'HE ACSO NOTED FOR EACH TEST. -OF M ANUWwUMN.
F_S LT S USED BY M HELD-1ECNTPCMN. A
20. ALL TRAWLED ,An YU51 BE OfAHED BWY OF AL DINT. NATO AE, OEBRS
OEM
OxESfo M SATSFAUON or THEOCRY MpNEER. OPERATION. CLEANING ISrp BE
21. Ail LCSTRUCFDx ARMS Sw11 BE PROPERLY POSITED AND UGNC IN
COMORUUCE W, M STATE MANUAL OF wµMC STEMS. LOHTs ANo oTEAms FOR
USE 11 WE PERFORMANCE OF RERN UPON HICNxArS. N ORDER TO CInwT[ AAT
N Lu ITS.
22. M SOILS CIACINUR AND ENGINE- GE0.0GI51 SHALL EXERCISE SUFFICIENT
SUPPMSOm CONTRA OURMC GRADING TO NSURE COMPLWOE INN BANS.
SEGKAMRS. AND CODE WITNN MDR PUK .
2]. M DESICH CML ENGINEER SHAME EXERCISE SUFFICIENT COHT CRO C
GRAB, AND COMSWUCTIDH TO SURE COMPLIANCE WDN THE PLANS,
SPECIFICATIONS. AND CODE WITHIN HIS PURL+EW.
24. M Cm ENGWECR w0L REVEVT ON APPROJA THE FRAAL SHEET SECTION AFTER
SUBMmA of N" VALUE TEST FOR ROMERN, SUBBASE.
25.. WE CO TRUN 1 6 RESWu51BtE To PRINT SRI COWAARATCM of STORM
WA ER wFNLTRATKN FACUMS DUKE CONSTONCDON orM15 SUBSEMEN' AMPRMM
BY M LOMPAETOR. IMMEDIATE, PRIOR 1D - ACCEPTANCE Of STORM DRANWE
R[FCNTM/RWILTRATON FACUTES. DE CONTRACTOR SNAuI CNNDINCT. W 11E
PRESENCE OF ME C M INSPECTOR. A PERFORMANCE TEST CESIGNED ToCLfAfl1
SHAM DEWN,,PATE E MCTKNAL ADEOUALT OF M FAEUDES.
}6 WE COUFRACiOR - PRO10C ww0'CROLOx AN. -1 CEAITRC MEASURES
AS REDURCD B- IE FWIE CST CM1R0. PUN APPROED FOR - PROJECT.
STREET/STORM DRAIN IMPROVEMENT PLANS
FOR
THE HIDEAWAY - VIA SAVONA
AMENDED TRACT 29894-Z MAP BOOK 327, PAGES 56-88, CRY OF LA OUINTA, COUNTY OF RIVERSIDEI CALIFORNIA
APN NO:S 772460001-60019, 772470001-70019,772480001-80005 AND 772480021
LEGEND
STORM DRAIN GENERAL NOTES:
POUNDS All CONCRETE RA ..,ME. CONCRETE SN UCORCS MUST TINE ]1'A PER "'U'R[
RNEH N 21 0 A 1; FrPE OF PORTUHD CEMENT CONCRETE 10 BE M'CRUNED B- - OE
RSRIE wrtRWs W.
2. ALL PPC lU1GFM ARE NOW, FROICCMAS. U M1ESS oWERK5C SWAN.
J. POR iRMCN IXf NONTS N HATE SOU. SHORE SHALL BE PROVED K RECRCD TO
SAT SFv STATE V CAR'ORNM SARTY REDUIRCUMTS
I. PIPE -MIN IN nu - MUST BE CO NA1C NM ME ORAOUO O ENSURE
NAT ,HEN M nu OPERATION w5 BEEN COAPLEFED AT CRATE. WERE 6 A AOANUM 2 MET
OF FILL ABOVE ME TOP OF PVC.
5. ALL ,ORK NI BE N COIEORANINCC AMA 1E CURRENT CODUF, of RERSIDE slu4w0
PLANS µ0 A COPY OF R MUST E KCR1 ON ME AB SIR AF ALL RUES.
6. MF CONTRACTOR NlliT NOT, THE Cm OF U COMA -CDR AT W Sf MD (2)
I. OAK PRIOR O CONUENCENENT of AN, CONSIi W N. CAL Q.) 117-1000
Ms uIST BE COMPACTED 10 BBR ROUTE CGMPAC TH, AS DETERMINED BY THE
or
VEf.C1AROHI MEND Ho 216. 1176 i uYER - ALL BACK M MUST BE FREE
TI. ALL SURVP7HC RECITED FOR vERICAI µIT NOWZCIN ALICNUENi MUST BE PRMIDED BY
THE CONrt UXrOR OR OLVEEOPM AD SUFNGENT REFLRMCE STAGE uV51 E w
ACCOMAACE NM ME RE KMENS OF DE Cm or LA BUNT, INSPECTOR.
9, NE RERPORCEO ODNCRI E RPE - BE BOOED IN A(%0lDwCE NTH PPE MDORC
DETAIL PER CONJ- OF RERSOC STANDARD RAH TINS,
0. CONTRACTOR SNNL NO, THE Orc or .A CwIA 48 HERS PRIOR TO D-LOAD 1ESING
Of R.C.P. MR VPOICAOA OF RESULT.
. PROP i0 ME COIINCNCCMFJrt OF COS1TUCtpn. WE
OFIELORER'S COIf1RKi0R SNALL
OBINN A PCRUR FROM WE STATE DN61ON OE INCSTRuI SAFErc. A COT OF PERMIT SMALL
BE KEPT ON, WE JOB SITE AC ALL RUES.
2. PRIOR O ME PLACEUMT OF STORM OWN IMPRCEUENS. ME CTDP -R9 SEATS
CHERI SHAM CERTRT IN YRTwO 1O ME CJh of U p1RTA NSECiOT TE STORY
ORAIN'S SVB GRADE 6 OF _m STPEIN1. O SURP TE SWICNRES µD AO
ANTICIPATED LINKS.
1l. ALL STEEL DAT S To BE CONFWVDUS III AND, LESS SNAL BE LAPPED A RNNYAT BF45
BAREARSMP UND
BU METERS. FOR EARS /9 AND -ER ME Mx, LM S SO BAR EAANEFMS.
WRRAL TLSTRAG FOR M ORANN :E FACnNCS STALL BE PPMOFD W A UATERUAS
NAIL TH KCORDµCC IN THE MNDCR. LOCATION. AND FRECENCT RECESTED BY TE Cm
Of . DAIWA INSPECTOR.
15. CHAMFER N1 EXPOSED EOMS OF CONCRETE J/: MIN.
of . OIAMA FFOR ARKArllCNCRDA[HMENI CCESZ, 1DR CONSMUCIOH TM PURTX Y ME OF
RIGHT -Of -NAY.
17, ILMGM Of MµNOTE STRODORES MAY BE FRESCO TO MEET PIPE EMS AT OPTION OF
EONTRACOR AS LONG AS REARMATEND STEEL 6 COµNAFED w K RECU-ALLY CNNAAKE IN
SPUR ,B,A qm MUST BE APPRMD BY ME MCI EER. C
10. ROOR DI, AANWOIE STRUCTURE 51ALL BE STEEL TROWELED O SPDTG UE.
19. BODY Of uµHOIE SIPUCTURE. TN L SPUR. MUST BE PORED C ONE Co"'W"'NI5
OPPGTDN. EXCEPT 1-1 CONSTRUC111ON AIM A' M SIRE LNE RAW A LBNlO1UDwAl K,
WAv 6 PERMITTED.
Of SrtELEWFORLE BARSIC[MER SECURE'WTI ND AINLERNAA E TIN WE ECM. Iwo WAY Wt5
21. STONU BRAN BACK FILL FOR ALL FACTUT6 NFINN STREET RCM-M _ S O BE
PLACED AHD AA To UNDER Oh INSPEOKAND IT MCET C EXCEED Cm OF U BO'S MA
22. All TAPE IO a BAAMB AD CROUTrO (<2: BUT- OTIv. 22: INSIDE AMID CSIOD),
23. RCP SNALL CUR- WiM NL ASAP µPLAf.ABtE STANDARDS.
24. All LOLL UEPRESSONS SHALL BE CONSTRUCTED PER STREET INPPOVEMENT PLANS RA
M or SI STAWAUAHS. E PUNS. NOWEVM. ALL CATCH BAS' WNL
6
OD 7E25.ECCENIwRYONO,THEIR IFLT ORSTO OTNUERS WRDCEfDIWn1ERfiIP1[
3�;,
cOTH6E5.
za. E CRSE of WATER Baum coNWa_ rE mNTaAnoR sruLL mNDucl
x OEMIIOI6 O PROTEIN WATERS FROM POLLUTDx MM FLIPS. O15.
ONUHARUM MATCRAS.
21.DEPRESSOMS NO MCNS OF CURB INLETS S NDl BE POINTED umT ADACENT
CURB AND ouTFER HAS BEEN REARED.
28. IIF iAHDNO P
A Oft -AT xCR0ACE5 ATTHYN A IF DERRCSSIBN TRANLMCOUNT"USE COY W
RE
21. CURS ORMNCS PER SO PLAN J00 A 302.
® TETRA TECH INC.
CRY OF LA QUNTA PAVING NOTES
iG TOP O CURB
ONMR-. FACUMS PAL.ONG UTCRAS SNALL BE W PUCE
IAHD IRCNGES COMPACTED AAD TESTED PION O PANNG.
2. AL CIUSIWC IMPRWE4ENTs ELWM CURB µ0 EITICRS. SDMAAS.
A9RlALI BOHNI OR P.- PAMND. AYMM ARE BEE AWED OR
1MC W _NEC_ .1N TAPS PROJECT. - BE AWCB CUT MAEED
ZATRCR EARSFACORF To IRE Cm EMNEER. RKWOwG NECESSARv
CUTDNG. RE- RERMCEMCTNT AND GPPE.
J. A TACN CoUr (PANT WITER) SHAL BE APPLLC BE1EEx PARNMT
LIRAS. CNCRErt SURFACES AND
ON E105 PARUENI O BE
[SURFACED AT TM A /YD RATE OF 0.10 1 DE -- COAT SNML BE S51
NµIIC ASPCATER S H NTH C-10 GRADE UOAD ASRNALI.
4. NNE ,SCOS,F, ,AAM or PAIN ASPNALI SHAL BE MOR
µ-Woo. To BE DRERNNED BY WE Cm MWIEER AT M TRINE OF
PAVE.
5. M FWAAL OR 51RfFACE URR OF ASRALT CONCRETE SHALL NOT BE
PLACE NTT ALL CH -SINE PAPM-ENTS NAVE BEM COPLOCE.
wUWM ALL EARWAORx TR C.
6. MANTHOIES AND VAR BOX FRAMES SNALL BE AEARISFED TO F1ASHO
CRAMS AFTER COMPLETION or CONS1CCiON.
7. u0 EI STE WAVU WAX, IN RNICH IXGVADON 6 NAME N
ODNNNDCN NM THIS PROTECT. SHALL BE CT ED W A SEPARATE
PERMT. DOS AREA SHAL BE PROPEJTv POSTED AND LCNTED of
COMFORN4lICE WDN THE STAR NATAL of - SIGNS. LADS AND
DRONER 1. W- USE THE PC MµCE OF WOw YROx NGxWAYS. W
6. ALL EXS'E HARNENT ,ITHw MIS PRDICCT S-L ERNER RE REMOLID
OR SWUCIURALY TESTED TO V[MTY WE SiRUCTURA GPABUTOS N1D
IE RESULTS Swu BE APPRWEO m THE Grc CARTIER.
9, DE CURB SIULL BE TTCEO" SMOAING TERA. LOCATKNS: S- FOR
SEWER. "G" FORT CAS. AND r TOR EILCTHIGL.
10. TRAFFIC STRPE, LEGENDS AND PAVFUPrt MATT TERS, 11'PC AHD
LOCAMHS SNTL BE APPROKD BY IE Oh MOEER.
ENGINEER'S NOTES TO CONTRACTOR
AGREFS To PiNDoT.-. oaCf . -BD NARTIUCSS WE OWNER. EARNFFR
(HEREAFTER TETRA TOGA. RC). NBD RARENT AND SUBSOA0.V CNPN -
ACEA6, CNPI MES. CONSUITATS AND RE - AWES FOR µY AND ALL
DAMGE TO PERSONU S OR PROPERiv OR TARONCM DEAN REGROLESS OF
,-ETHER OR NOT SUCH CWM. DAMAGE IL OR C%PENSEB 6 CAUSED W
,HOLE OR N -1 By THE EGIDMCCA KM OR PASSE. OF OWMR.
ENGINEER NEW PWEAT AND SWSIDPRY COMPANRES. AS WELL AS INC.
AGFNR µIT EUPlORCS, EXCEPT.. Olv M SEAL E4JGFNCE OF OWNER.
EUE RE01'EC ESIINO N IULLCSR Sus COMPS AND S� A"N" .AND
NOON _,; N SHALL EXTEND TO ALL -% DEMANDS. ACWNS. OR
LSABERT FOR RAUROS. BUM OR DAMAGES OCGIRRE LATER COMPLETION
D< TE PNo,ECT. AS WELL As CONE ME A`ERRS PREENESS. CEAAWUN Ow
TURNER AGREES -1 R SNAL -PUSH THE ABM AT IS OMIT CST.
INSULL
INSURANCE PORT. OR POSITION TAXIN BY RAKE COI-
REGARDING CMRAM.
OAUAI1Mv ONLOF Y 6l E COxWACTOR SwiL DETERMINE M AL1
LOGCN or NL EASTRC UDUDES BEFORE CUMENGNG WORK. HE KRECS
TO BE ALLY RESMNSOTE FOR ANT AND ALL DAMAGES WHOM MOM BE
OCCASONCD BY IRS FWuRE O - LCICRTE AND PRCSPDE ANv AM
ALL LNOENGROUND UILTICS.
SOUTHERN CA MITHU, EOBON COMPANY
(BOO) NN-1T)11
SOUMERx UUfORH, CAS CCPAB
GENERA RLEPMNE COMPANY
(TIC) 4v_,,D0O
(TIRO) 4TIJ-I000
COACELU VALET WATER DISTRICT
E
(760) M-2631
4 OW
FFIINERARNEERRI
CABR 9
NPPRA .-TN DEPARTMENT
()fill) JO-25
(7C) ]9TI-5TI11
IMPORTANT NOTICE
SECTION A216/4211 of ME EMRIANCNR CODE R OURES A IOC Alt
NDMFINCADON NUMBER BE ISSUED BEFORE A "PERAT 10 EXCAVATE" WW
BE MID. FOROUR DIG J. L0. NUMBER GML UWCKRDNW SEPNCE
AALDT •••TDLL FREE ••• -TIC-221-2600 No WORKIUG CAR BEFORE
rou .K.
PROPOSED PCPCArc UNF
C,U"" _PE- LINE FLFIO'x UHE
CCNEITLNL FS_FARSN SURFACE
PROPOSED AS x0TE0 MP__NCN -1
EXISIVK AS wroo __EON ROM
--____-- U_ UNE Ir-IASH RCA ELEV.
14.50 TIC [LFV. CD_ORAOE 6REK
... µCu[NT BLrti BECK vCDr. CURVE
M_ CND .'ERN. CUM
BC END CRB RETURN
ECR_ FAD C1PTB RN
_M_ _FEZ
o/5_orTSET FRO. CExFERUNF
R/w bGIli
m'
PROJECT
AREA
VICINITY MAP
.s.
CONSTRUCTION NOTES AND QUANTITY ESTIMATE
N6. IT M
QUANTITY
UNIT
CONS'. ]" A.C. BAER 4.5" AB
109.C7
Sf
2
COMST. 119E A-6 CURB ! CUTTER PER -- Of R,,ERSADE ROAD STE. 200
J04
L1
J
CONST. ROLLED CRB PER OETAR - SHEET 2
>TI59
U
cGHST. ROLLED UMB iRµLFKN PER DPW - SHOT 2
U
INSTAL MC II BARRICADE
B
U
21
CONS'. CUTTER DEPRESSION PER ALMA Sro. /J1S-1. CASE G. N•5'. W PER PUN
2
U
2
INSTAL 11' RCP. CUSS µD D-LINK PER PUN. PER -TRAMS STE. A620 METHOD 1
U
2]
INSTALL 24' NITS 5u00T1A xAl STARA RBBC STORM PIPE
116
LF
CONS'. CURB INJEI CATCH, NSW PER APxA SIO I]07-2. w AND V PER PLAN. CASE B
2
U
5
COAST, ORv Eu PER DPW - SECT 2
U
COM51. DIUMAM SWALE PER DPW - SHEEN 2
]2
5<
Co... uuwUE MD. 1 PM ROC A NCO Sro MN 251, N AD M PER RUn
EA
EIAL 2: RCP. CUSS AND D-1DK PM PINT. PCP CALTRANS sro. K2D APHOD I
}>p
LE
2B
BE— Co..-. IMET CAron BMW PER COHRY OF RNERSOE WAD Sro. b2, x A N PM RAN
1
U
REAM IXBTE CURB
SCOT)
LF
EA51E CURB 10 RERAN
_
_
4J
IRONED N PIACE
-
-
EXBiNUG AC i0 BE RCUMD
15.9E
Y
AWIBT MANHOLE 10 cRADE
U
46
ADJUST VAR TB IRADE
6
12
U
REAM ..- SCH M POST
G
ABANDON UBIWD W RCP
25
U
49
REAM "6 AREA ORAN
U
INDEX OF SHEETS
OESCFINDM
IL SEP
2 DIALS. STREET SECTION. NOX MUP
PLAN A PW_ vA W- I M- - 19.C.0
PUNT A PROVE: vN AAwW 19.C.0 - I9 E
5 RA, R pxplllE: NAA SAww 19rt.t - E.C.0
M
8 PLAN A PRONLL: vM SAv01u 5: - AS.C.0
RANI a PITORE: vLL s6ww Ns.00.TA - 51.6o.s6
,
6 STORM GRAN: PLAN AND PEON
'
GN O U.ONNfA
Pbn SD No.
03De
OWNER:
ND LA QP.D. B Partners, LC NM Waxu4PT AF
• Po. BOX I.B2 u1ANcrox B •2. AX I
t � PNIox�L (76Ao) is°i son �RE NORM or um AR.
227-26M EL It).D5
ARINCS 1 APPROVED BY: D/TV OF LA am TA
BAm a BEAAIGS ARE b. M IE MRIN LINE of
WE MR, . PER, Al/67I -WITH
b-11-Ds
DATE
ENGINEER
EXP. 12-31-06
SIADOp E OBRNC
J P121A DESERt. EC 12211
TE.
160-112-MTI
STREET WROVEI ENT PLAN
THE NDEAwAY - Vu1 SAVONA
TIRE SHEET
AMENDED TRACT NO, 29B9N-2
WBNW SECTION 9, T.B.S.. FOX. S.&M.
PA MEN BE NT
lifMEPON.
wn
oA6 Aq _
GENERAL NOTES
W.K Sx4l BE WxE IN ACCORDARCE ERH THE S,ANOUW PwK Or THE
CHIT a 4 dRu1A A)W iNE srumuW LTCIT[A1WH5 FOR PARK WORKS
s TNUEiWNS OROoIAKdMN, AtW RKRL CdTIaA siANEAROS
AND
IA o4NICOA N. OOMER 0 RNINC ACENO13 AS NEWWCD BY In a
INC �.OG L AIWM a [M11K urADpWRWrW U,4TRC5 ARE sHdm IN APPRONUNM
Y OHLY. tlq CONTUCtOR $TALL pETERUWE 112 C]4CT LDGTIdA a ALL [Yl5 L
UTMIS BCfdS CW.CNCWG W'.N. HE AGREES t0 BE FULLY RESPo.LBLL FOR
LOGIEoLNKwS MS uN A'Ll uNDE�U LRIE fNwaC ro EYKiIf
,HE COHIRCT. SH•LL BC RESPoxL01E f. M REuOVAI_ RCRNSUO OR
A_. Of NL KLU410RY. wARMWG AND WIDE SNu6.
5. SMCEi .vANC SWHs AHD MNFW COIJTR0. SGNs. ttK AHD IOGTI. SHNL BE
APPROKD WCAMNS SHALL APPROVED� An
CRY ENPNCIRATE MARKERS.
B.
THE _TEDTNACT.ONtIFE- . OFUNB EAtVt+cKtoNsrwx(. INTewALd BRINC.
NRNIIACEMBER N ]J BE E LK W A REIA DISUROLE�OR Ot YTEER AR H NI R.C.E.
>. CRAC NL SHALL BE W ACOORDNKE w!TH IK EHDwEfi¢O CR.ADRAC gEOUWEUENR
a In ONIrd:M BUWNG CODE URSI EdTW1A, AND - REPORT NO.
NI1]-10-CO-W-)72 no: 9-22-2000 PREPARED Bf: W sKTK. Shcs
EHGNEER a 4 RECORD RER B00EN ENOKERWL UEMR GIED 2/35/N IS -E.
ENGNI—. TLEPxOK: 760-772-Se93.
B. THE CONTRACT. - NGTIR ME OTv PUBLIC WORKS OERARTNEM .e NEARS
PRIOR IO ANY GRABOAC. BRUSHRAC . EIEARWG AND CACH PHASE Of CONSTRUCTION
AI QW) 777-)N5. AND .B HOURS P TO RfOUVRHG WSPECTICNS.
B. Db- ROVCrI CRADR,L OPEtATW.S AND PRIOR TO RECOxSIRUCTKW OF
PRaD Br IMACECONIRACIM to PNLKNT PONdF10'IA"ERORROLGAAUM ,0E
OA
ADJACENT PROPER".
LOx5M1ICTWNs OPCRAIWHS AUTO uNH1EMMYf a EOUIP.FM WIT19X OK HALE
.RE
a HUMAM OLLUPUIC SNAIL BC KRFORMEC ON WWxC THE TWE PERIODS
AS FOLLOWS: OCTOBER 1ST TO ARR. JOM: N.DAT__ ):CO AM TO 5:30 PM
SATFWAY 8:00 AN f0 e:CO P.. HAY Is To ""E.8ER ]OT. uWGY-FNGY 6:00
AlJ ,O >:CO Pu SA _ BOO AN FIT5:W Pu wOFR SINLL BE PRONETTIM AM
IT, OH SUIFOAT OR fI.- No`—
TINE AFTER ENTIRE VISE .. RECWIYCNOED Bf Ly0R5 RIPDRi.D i0 A u01NW Of B" OH
12. u Uu CUT AND RL AOKS - 2:1
13. a- SHAMES SMALL RE U.N.. a O.J' "ER AND CONSIWICTCO
u OF 2' FRONT TOP a CUT OR ILL SLOPES. HIT- IUOK OF S ES
LOLL FRONT In
0.905. _
.. Y AILS 511A11 BE COMPACTED t0 A upRYUY uwCT'Y (M) PCRCFIJT a
1 OEx S OEn-EO 0 UARl BIma.0 CODE
EOa+AIC., ARPRWED BY ME MPROPTHERNIE CRY ENCWEER. E. OENSRY SHALL BE
EOUNALLTn. AS OEICRIATE0AECCR_ Bt 'HE Oryx OD W.. dM CODE SEC. M2. OR
A Ep RBI SCREE LD DETa C 'IS CIµWN�'REWWEUEM-CITY EBE ENGI
TO APRROJE FINAL STREET SCCIWH.
11. I-TNAS OF FLEW DENSM TES, SHNL BE DEICNIRNCD BY In - ..TER
OR ARPRD'EO TEVRIG ACE ARID S BE SUFFICIENT W BOAR Hdx20.A1 AND
-T KgiWAt RACEUEb TO PR TAOE REMMNTA" I— OF ALL TILL RACCOON
IESIwC W ARGS a A LRR NATURE OP SKCAL EYRM 91A11 BE 1.
A AO ,OOH TO THE N.NLL REPKSENTATNE SARI;MASON
I). ALL UNOCTLRCH. FNXfX. SON - UTEW.S. SHW BE PIACEO AND INSPECTED
PRIOR TO PA'NK, WCLU_ .1 HOT UARIFD TO OQ FOUDWOW: SLYER, WATT
EIECtRW. GAS. RtWGipx, AHO .ARNCE.
B. THE FIMLRY UK BALK FLL REPORT FPW ME PROJECT W.I. ENGINEER
SW HALL -DEAR APPRO.TD sATOACNI INAT ME BACK FILL 6 -ABIE F. THE
NTHDCO USE.
0. THE NML LWP/CI.. REPORT AND APR- FROM THE SdLS ENCWEER SHNL
ERHTAN, THE T,K a FEW IESwAC KRFORUED. EACH TEsi SHALL BE WENTFIED
pM IHIE VEMOD a OB1Ao0NC ME W-RACE aAA5T1'Y, wHE112R SHAD LdK .
RK qwC AUTO SELL BE NOTED F. EACH T I. sW]N'JE.T LLAOUW a.snr
A f OETENuvAMx SHALL BE PENFORNED TO KRFY THE KCVRAC OF THE UNDE.LIY WIWCS USE IT, tK TEW TGFAROAH
20. ALL TRAV Eo WANE uw K CIFAHEO WLY a •LL dW, HW AND DEBTS
OWOM�E TRAM ONE THE. Arn RMUI.N OF THE m [NOOTOE RAOON. CLEWING 6 t0 O� THE INeE
W1 .AIL CoxsTRRCTWR ARLS LWL BE PROPERLY POSTED NW --o W
ORHANCF w'I,H TK StAT NwuAt'a WARIaNG LC. 1105 AND OEVICS.S f.
4 USE Ix ,1FE PCw.HAxCE a NORM UPON HN:HwAK. IN ORDER 10 ELIUIRAT ANY
xAZARDs . .
T 22. THE s ExGxFER AND ENGUEEWNC CE U=f Swat EYERGSE S OCHT
LJKNVISdIY CONFRx WRRFL CRAE` C TO WSURE cm-CE TURN PWY,
SKGGNA,IONS, AND CCOE -1. THEIR.
)3. THE E6 - ENC NE R LWL ETERdSC SUFFICIENT COMM0. OUR"
CRAZING AND COASIRUCI 10 .SURE CO.-CE - THE RANs.
s ECNIEAT NS, AND CODE WREN H6 PUIWA.
21. THE CRT ExDH[ER HAIL REVUW FOR APPROVAL THE F- STREET SEC AFTER
SUBNRAL OF F" VUUE 'ES, F. ROAD AY LIOD Tf.
25. In COMRACTOR IS RESP.LdE TO PREVENT SIT CdTAT,RuaWx a VORU
WATER RFITRAMH FAGU125 LURK cONORUCTWN a LJBSEWEIT WPROKUENrs
BT THE CONMACIOR. AwEONi[LT WMR b NLAL ACCERT"E OF STORY 0 WAGE
NOENTWN/WFILIRAIRM FAC uMS. THE CONTRACTOR .-,. RJ THE PRESENCE a
ME OF, w PLC,.. A PERr.NANCE.TCV K..N To CLGRI,' OE.__`E IRA
TWCMwa __ a THE FACNTIFS,
As RECAR o W ME FUGINE EA, C0IM'NDiIRJI RAM RosOH APRI0.ED MMR tIRS PRROJJECCT.
27. THE COrrtRACTON SNAIL IRA.rISPORI AND Dcu T NL 5AL'ADE RE.S TO ME
PROPERTY -ER AT THE IOG- OF THE PR.QTY --I CHpOSRIL.
STORM DRAIN IMPROVEMENT PLANS
FOR THE HIDEAWAY
AVENUE 54
AMENDED TRACT 29894-Z MAP BOOK 327, PAGES 56-88, CITY OF LA QUNTA, COUNTY OF RIVERSIDE, CALIFORNIA gg
LEGEND >nN S
STORM DRAW GENERAL NOTES: NOTES ¢ TOP a CURB
AL- P,NOAMRECD CONCRETE 5MUCTU -Us BE J250 ROUNDS PER SOWRE
'. 26 EA S: „RE of RORTUID CEMENT CONCRETE TO BE EETV-- BT _ OF
NKRLOE MATORALS 4
2. NL PIPE U. ARE HORIZONTAI. PRNECIWNA UIRESS TNE-E SHOWN.
a MR NLSAR[dl
THENCHA IXFEGI, - IN NA K LYL. S HN,C SHALL BE -= 10 5 - STATE
.. PIPE C.5IRUCTWx RI FIL AREA uVSi RA CCOND-. WRH ME LRAOWG TO .SURE
aTNA'i IR n mCATOPpa PMOMIPEM � BEEN CI>r N. At GRADE raRE 6 A WtOIW 2 MET
PRIM Aral A MCo� OF A uUs BE ,CET COON THE JOB AMEMTEI AT AU. TINCBRNEiismE srwOYlD
OONKNL GJ'1TANbIPWONORMTO CWu[NCEIIIENTT OF - CONnPUCMNN610FR IFISTw1M0 (2)
). ALL FELS NU6i BE CDmACTED TO 9" REUTK CC-AE- A5 OEIER,GVM BY THE
ENUMPMN TST YETI W NO. 215. I119 Tv[ 1111 uM. NL BACK FRI. LIVsi BE FREE
. VECETATWN HATTER,
0. ALL SUFNFYI.G REWIRED FOR'CNLIGL AND MRZOAL AUCHNCAT um BE PUUJOED B,
ME CONTRACTOR . ERER AND SUFSICENT REFERENCE AAWNO .VSL BE W'
O
ACCCRDu10E ERH THE RE -I of THE Cm Or to OUwiA INSKCTOR
B. - PICA OROCC, O RRETE CdRARCE E SiANGRD BEDDED .. •C.. PIP[COUNTBP'OWG
to. CONTRACTOR WRL NOMI' Co Wr, OF WVCRSWE NATERNLS UB (90B19SS-BBB6 .e HOURS
PRIOR III D-WOO "C ` OF
R.L.P. OR LTWF14MH OF RE-T.
1. PRIOR TO THE COMUENCENE., OF CDNs N%CTWN, ME DCVPCPEWCWRUCIOP SHALL
OBTAW A PERMIT FRW ME STATE DN6WN of OUIUSIRut WEFT. A COPT a RERLRI $11NL
BE aRT . MC JOB 5RE AT ALL'EWES.
12. PRIOR TO ME PIACEMEw Of SCORIA DRAW IUPPOVEYEHM. THE OEVfLOPEFFy 5045
ExCwECN SHALL CERTt, W NRO_ t0 THE COY a U OUxtA I.SPECTOR THA, ME SIGN.
O-1 BB -E I a AOEd1An 5R1CwM l0 sUIn sRRd1I IHUCIURFS AUTO NIY
A
IBAR A'LETEEL THAT G TO BE CONO- 1. AND OMuflERS. FOR Bus EB AUTO UUCER `In tlA. BO BBAR ERAHO swIHUu OF .S
14. LALS TEsTNC F. THE ORARAACC F•C `_ SHALL. PROLPOm R, A ..E-
IA9 ALL HAMRIN ACCORdWCC wRH ME IWNBER. LOGM,J, AND rREOUFNEY REOUCSTD BT ME ON
OR LA WMA n6PECT..
IS. CNAN`cP NL E%PoSED EDGES Or CONCRETE 3/: wN.
16. A PERWI FOR wdM WI1RN u6 STREET RNWI-Oi-WAY 6 RECURRED FRO. THE COY
OF LA OUIMTA F. ANY CHCROACO EM NECESSARY F. CONSTNUC- IN PUBLIC
R HI -or -WAR.
)COHINACTOR . LFNGIII a NAAI SIWKIURES -1 BE .CREASED TO NCO RWE ENDS AT OPMN a
SRM LOGIWN YRbhROGABJ MEC [NCIKONTINMED AS REWIRED. NAY CHANCE w
Us BE
II FLOOR O< NANNWE sMUCTURE LALI BE sTEL IN EO TO -1. K.
BODY a .AIRIOL[ SIRLICTUNE. WCLII00.L SPUR..- a P01IRE0 . ONE C.TNUOUS
onlU` WN. CCPT -I CC,Ts1RYCMN JOUR AT II,E LNRNG LWE KRIA A LOHGIUd.K AEY
AT Is PER-..
. ALL REAFdKWG BARS YIJSI BC =_l .OD W RIACE Ix THE MR.S rwo wAv .An
a STEP .UST BE ... TOCETHER MM K AT .ALI'WIAATE 'RENSCC110xy.
21. ST.0 DRAW BACK TLL FOR NL FAOUTIES wZ.N STREET RCM-C, W 6 TO BE
PIAEW An CWPACTED .- CRY WSRECMHH AND NEET . EYCEEO OFF OF u W WTA's
...U. sANONRDs.
22. ALL RK TO BE BANaO AND GROUTED (12: OUTSWE ONLY. 22: w AND W,SIOE).
23. PCP $1WL CO-T WITH ALL As- ARRUGBLE STUWARD3.
2.. AP I.Od.I aRRESSWNS GALL BE coNsRuCIEO PER SHEET IUPRO THENT Pt N W
ACCORdWCC vn,. CHANTY OF NNG61OE VANOARD BANS. NOUEVTR. All. GKN B tw5 wLL
BE SHOWN W THE siR WPRDhYC 1 PIM6.
Sf.uK.COON]MnACER1w�AIENy NAr CEODUNwTERRUPIEOKNUHC I:ICW EIUSIINC STREET OR
T
OR•WIUCE COURSES.
I .11 ME C.OUITIC a WATER CONMOL. THE CONTRACTOR SNAIL CONDUCT EONWRUCIWIA
OKR HI 10 PROTCI WATTS FROM PaLUTWH TAM NELE. ORS. BITUMENS OR IWtuFLL
HA1EA.15.
27. LOGL DEPRESSIONS ANC CE- OF CURB PIER S NOT BE POUKD WIL AOJACENt
CURB AND CUTTER HAS BEEN POURED.
�1BUCR0ACHES N1NNI A LDW OVN ROH a TR.U911DII. YSE CHANTY
A IARODAy
29. CURB OPEN- PER LD PIAN 3W tr 302.
�-
D
g HAINIAWNNMD CD REPA➢tSNMMNN W BVPRIOPN�ER ONOA'KR PRVAT AVs
.... - � TETRA TECH INC., 3
CITY OF LA OUNTA PAVING
- - - - ROPOsfD WpTr a wA.
- - Cos" RNM of WAT FL_nI UK
�- - CEMERIRC rs-FIH6H SURF•E 4 dNfA q
1. xDERGRdMD [ALRlllS INCLUOwo 4TERNS SHNL BE IN P4LC
AND 1K.- COMPACTED AND -M. PW. W PAWL.
- NTT «
PROPOSED AR NOTED
- - - CNLUK AS MTEo �-LOW PdR • P YAJ
- - - - BOUNDARY Tr16H ROOT 0"'.
ENiONL IUPRDTUUAR IHCUIMAC CURB uW LUTICM. SWEwNJ6.
ASPIIAti GENET a P.C.C. PaMHG. WHICH ARC 9EWL A11ICD OR
HA,CNED W CO.NEEIWH HARM M6 PRN[CI, SHLLL BE JDUCD OR ETCHED
W A MANNER SAI AETE tT i0 THE CRY ENCAEER R UdrK HECCSLRi
SAE CUTTING. RC,OIX REP4CCKHT AND CAPPOIG.
3. A 1-car (PAINT BINDER) LULL a APPLIED BEIn':. RAKMEMT
4TER5, CO .E SVNFACES AND . E.... RAKMEw TO BE
INELs III: EA aiF RATE OR ..1. BBO-. C o UOIAo`"EAs)P'i"`w1.. COAT swu BE ssl
BAnANNt
- _ _ - _ _ _ _ _ _ _ SAvdl1 UM GD-MR, .. _
A[.TT CB-GTCH BALM EVE_ END KR1. C- 1C
L0'w-ORYwUL BCR_BEWN CURB RETURN PROJECT ..m a
EOP_CENE Of Av[YDR C.-EIND RUDE AREA
O/1_0 F� I.. CEHJTERLWIE VICWiTY MAP
N.T.S.
CONSTRUCTION NOTES AND QUANTITY ESTIMATE
.. THE' COLTY doADC a PAVRW ASP)wl GALL BE AR-K000 .
AT ME TIME a
N0. IT M
UNJTIN
UNIT
1 I.S,ALL Ie" HOPE STORY OR.UN PIPE. RAE- PER GLIB= BEt..1.
I.013
UF
AR-e00o. To BE OEFrRURIFD BY In CRY ExGWm,
AV .
S. ME FILIAL OR SURFACE LAYER OF ASPNNI CONCRETE SHNL .1 BE
RACED UNRL ALL .-sRE WPROrEUE.n HAVE BEEN COMPLETED.
2
COHSTRUCI LIAIRIOLC M. 1 PER RCfC ! wCO. Iw 25,. H ! u PCR PLAN
I
EA
J
COM RUC, OR, w PER DECAL ON
7
EA
o uDGK ALL EARO'wORK GRAEOC
CONs,FLCI DRAM•LE SHALL PER OflNL . SxCfl 2
1,2b
UF
uuWMEs AHD VKVE MY [TONES SIILLI BE ABA6R0 10 TN6HCD
GRADES AFTER CONRUOTEx a COxSIRUCTWN.
1.ANY IX6IRW TRAY. WAYS, T. wHKH IXGVAMx 6 N.OE IN
Co_-
Co_ -Mx WITH PRNEti, STALL 8E COKRCD BY A SEPARATE
TH6
KP.11 TON S AREA s RE RROPCRLY POSTED ArW UCHMo W
C016LW tE WON In s1ATE VURDL a MAA)mb SHAHS. TSIRS AN,2
CO,- FOR UK RI ME PEWDRMAJSE a METH: U>dI HKJM•K. w
y
sAxCUT AND REANNE -.NO COLT CART PATH
12J
V
B
CDIS1WKi PCO FOIE GHAT RAM
SSS
)
CONTRACTOP i0 vEWiY ME H.Z. tr v[1,T. WGIWNS a EY6TING unWKS PRIOR IO CONSIRUCMN
B
PROTECT W -E21
G
9
ADJu51 ,0 CRAOC BY U1RM CDYRNT
EA
ORDER 10 al.-M ANY IIA2ARD5.
B. NL GUsW PAKUENT MTHIN T PRNECi SHALL EITHER BE REMOVED
OR SIRU"""LY 1ESTD TO KRF'Y THE sIINCNPK WADWIS AND
ME NcL n SHALL BE APPRWCD BT In CRT O'CUK r.
9. THE CLREI SHALL BE 'ETCHED' LWwWG LITERAL UOCAIIONS S" FEB
AVER T" FOR LJS. AND 2" F. PECr.
LOGMNS SHNL a APLLLEOVEO ' T9E An
THE CHIT ENCRIM.
PR
ENGINEERS NOTES TO CONTRACTOR
By ACCEPTWG n16 CONTACT. THE CONTRACT. HEREBY RELUSCS AND
A.EES TO HCO .-. OCTENO. HDD IARULLA MC -R. CN(YNFER
(HER ER TMA TECH RK.). THEJR PARENT AND SUDLdARY CWPANIEs.
CANNCE I PEERS OR PROPERTY OR RwgO,fJ'UL _. REGROA Ss Df
wHE,TIR . Ml LICK CUW. OAAACE. IOSS . C`RE s 6 WISED W'
-a . W Pub BY THE NEOUC- ACTNE . PA-E. OF OFWEI
ENGINEER, RIM PARCM •ND SUBSWUJrY COYPAxlES. AR WELL AS THOR
ALGrtS AND EUPI.pF[F.s, IXCEPIWC ONLY ME SOLL KCUC(NCE a Ow,KR,
.DfuxFxw
OF
UPLOIEES OT�MixEARNLL[si D1TE PCRurt1ED BY AEON SUCw'S A�MG
IMN sHNL EYMNO ro uL cuuNs, aIANDs..clWxs. .
WDLM F. INIWOLR. OU>H . BAUMU:S oCCURRwG' AFTR COUPLLMx
1HC PTWJECt. AS WELL AS OVRRAL ME wdd5 PRaACSS CORACtOR
NFI14:R ACREEz THAT rt sxNL AccoUR6H THc AMVE •I ns awx mn.
IXKE PoLWY. POSMONOfANFN BYGNANYNSUROWC COMPANY
KG,RORK -RACE.
z1. THE IDr TKIN OF CxK UN.-NDUBUIICs ARE L w Au
DONATE WAY ONLY. In CWTRN:i. s DETERWNE ME ETACT
LOGIN. a ALL .- U-.CS BEFORE CO.AC CwL WORN. NE AGRLES
t0 BE FULLY RESPON E F. ANY Ab ALL OAA - NH- - RC
OCGSWIR:O B, .6 _RE TO CTACRY LOGT •HO PRESERVE ANY AND
Ala U aRCRGWD UTTJTCS.
IMPORTANT NOTICE
1. SECI- .IIe/.211 a THE -PACHT COOS RECW A OW AUON'
NCNTFICALWTJ WLWER BE 65UEO BEGONE A 9EFUR i0 GGVAT" HALL
BE vNA. f. YWH GIG AICRF T.O. xWNCN CNL UNDEPCRWtA SE[MCE
ALERT ••TOLL FREE•••-BCO-22]-2800 T,V WDRNwC GYS BEFORE
HW GIG.
). TM CONACIOR SHALL . NESPorAs6tE I. I.. LOG AM
PROTCMx a NL UTUTES. MR THE LOGMx a UNDEPOROVHo
UOLIRM . F. ENEPITHCY •sSK -E CAU,
SWTNERx GWF.NM ED60rA COUPNT BOO) 611-19t1
.H.T. WJF.xu GS COUPAM BOD A2)-2000
WICRN 1CLEPMdI COMPA.. ;CO .BJ-IOW
CGLHPU VuIEV EATER dSMCT EO TEE CON- -)FW1D
ONE NAARNEN CABLLW-2225
WPCRNWaExI8-s5SSE1
OWNER:
No Portnem. LLC
0. BOT 1-
RW:2.
E:(1J9 .) 1l CA � 2
INDEX OF SHEETS
LI O[SCRwIWN
nTLL sKEI
2 DEfAlS SECMx, INDOI IIAP
J SCORN DETAIN RAN ARO PRall[ AKNUE S•: UHES I ! I
STORY DRAIN RIRI ARID PMiOE AVENUE S•: U -
u RRJJN PIA AIAO PROECTE AYUAIE 5•: LIARS B h )
�O J`dl ✓� � O
5
BENE.HARN SOTS CNGNEER
AE NO PO-,-AW AFPRDL4D D': iNC
R)mEN OIGII¢CRPK CD
nN10'A'CLL uONUKNI •1 JRAUN LARAxD L.wE.9 C. L
GxR 1011 FRa xAS wc. ! AInR AVE. t PAL. 0,::. G 221t
I _�D uRE NORM OF ..P, N.T. ]60-)72-SB9J
22 w-2600 CL II,- RKNLOC. COVxrc GTC
n a FWE DEPARTufNr
BASIS OF BEARINGS Afi71OVEID BY: CRY OF EA MOM U I I I V r t- u V 1I' 1 n
STORM DRAIN WROVEMENT PLAN
eLsa a arAlm s ARE BAD off 112 1IGI,TM 4E a 12- S- 02' AVEN E 54
IHE w V. a SECTION 9 tdnmo a sWm > TIRE SHEET
u9r fD.IL REA v... u/n- AS BR NB WRAxa-m MOTINT JO SON, P.E DATE AMENDED TRACT N0. 2989a-2
PUBLIC WORK DIRECTOR/CITY ENGINEER WR11W SECTION 9. T.B.S.. R.T.E.. S.BAI.
R.cE. No. aSBa3 EXP. 12-31-06 _
CTY of U OUINTA
PIRD SN NI
0313'1
No. t OF5-
1-1-
STORM DRAIN IMPROVEMENT PLANS
GENERAL NOTES AT JEFFERSON STREET FOR 03el
ADRA SHALL BE ID7E IN ACCGNDw[E wrtH ME ST IDAO PL.HS Dr 1NE THE HIDEAWAY - OFF -SITE IMPROVEMENTS
Cm' O U A]AMA AND FHE STAN6w.D MEFT,AIHI., roR PUGUC - ,
CONsiRUCDO''. LATEST' EDIUG N, AND PMFSIO: I- SIAIDNAS ND
SPCCIF-DONS ORGAANCE NO. A- LATEST CDITKH AMENDED TRACT 29894-2, MAP BOOK 327, PAGES 56-88, CITY OF LA OUQQiA, COUNTY OF RIVERSIDE, CALIFORNIA
2. INE CONTRACTOR SHALL OBTAIN LLL KR•U15 AS Pro"wo Br ME CITY Or In
OVINIA OF CIwLR C.NE.A.- AKIKES.
THE LouIDH: cr cXIsnNG UHOB+GROUND r.DES ART. S- IN AWN"" M
STORM DRAIN GENERAL NOTES:
3.. AY WM1r. iNE COMFACTJR S OCTERUINE TNC EXACT LOCATION 01' ALL CINS1wL
Tu S BEFORE CONNOKwL NO- HE AGREES to BE IUD RCSPO,c6LE roR
AH.' AL DA.DES wNCx NIGHT K OCCASA'B B• w- FAILURE EXACTLY
1. CONC BE 3250 0S PER
r'
LOCATE AND, PFCSCRv[ ANr N1p ALL y.00RfFOUNp UIMTES.
ALI mCN 11 25 Nn: D E OFRCED
Cov- or1
RORDAID CE-1 CONCRETE TVIUCTLUMS O BE BE OETERUINED
A, FHRC COMRACidt SNAL K RESFO SITTLE FOR THE FEUOV.IL, REPIACEUEN' OP
RMRSAE wtEPUILS LAB.
FELOCAt OF ALL Rrou, OT'. _D.G AND o= SIGNS.
i. ALL PIPE LENGTHS ARE nOR1ZO.l AL PRDJECn0u5. UNLESS O:NERvnSC SIKw '.
SHLL DE
5. STREET HAVE SIGNS AHT IRArM AF IC SIR-.
-. IYPC uA AND
TRAFFIC S'RIPI.G. ND, 'PALM uARNEPS.
-
3, FOR 'PO+CH r7..10' S w NA1M Shc. SNORING SWII R PRBDED AS REOUINEp 10
APPE AND 10 INC Ott ALL BECA.
Y ENGINEER.
IVPE Nro LOCAMNS SNAG 6C APPROKD BY INF Cm CNGIEEP.
SA15fY STATE OF CAIEODIA SAFETI FEOuw£uENn.
6. THE COxTFK10R SMALL NOT DISTURB EXISDIC SURVEY IO,AUEIT OR RENCH
A PIPE CONSTRUCEo, IN FILL AREA MUST BE COORDINATED WIN THE GRATIN: IC ENSURE
COMPLETED AT GRADE. THERE S A - . 2 FEET
-5 No ON FHEFCU OIRING COSTFIUCDON. R.dB'µ AND,
REPUCENCNI SN.LL DE BONE IT,A REOSTCRCD CD ENGINEER wrtH AN R.C.E.
THAT INNER ill FILL OPER•DON HAS BEEN
Or r1LL ADORE THE FOR OF TAPE.
NUMBER R,_ 33.966 OR LICENSED WA SURVEYOR ONLY,
S. ALL vroRK US' IN CwfORMA10E r21 HE CURRENT C".tt Or RNIFIGE SFANDARD
]. GRADING SHALL BE IN ACCORDANCE - THE ENGINEERED GRATUG REOWiCUENTS
0`
PLANS ART A COPY BUS" BE KEPT OM DIE JOB 9IE AI ALL INES,
V THE UNFORu BUREmL CODE LATEST EDIIDN, AND -I R, ' NO.
DATED: 9-22-2000 PREPARED BY: EARTH SIMUS
6 FIE CONTRACTOR UUSI Wro THE Cm Ol U O(HAIA I.MCrOR AT tV57 1w0 (2)
07, 17-10-00-09-772
CONSULTANTS IELCP.DNE:60 7-3.5-ISB6: AND UPDATE LETTER BYSVDOCH
w Ho TAn PRIOR To COMMENCEUEN' OF ANY,CONSTRUCIAN.
ENGINEERING. PLATED 2- -O3.
]. ALL Fn15 RC TD 901L RELINE CNEr
8. THE CORIRAC'0R SwLL Gtt i RDIINS
wEACH EASE
o No. 2ED
W. L BACK FIL H ST BE
CAUFORH. ZEST uETH00 u0. 216. 19)B •fM UYCP METHOD•. ALL BALX Fnl uIJ5t DE FREE
TEST
NS
AND EACH PRASE OF CONSIRUCip+
BRUSHING OR CARING AN 01
TO
AT ()6G) ]))-)0]5. Axp aB IDIIRS PRTOF 10 REOuwIA 0,SPCCi1DI5.
AT ( r0 777 GRADING. OAI OR PRIOR
OP VEGETATION wTT[R.
T-1 TBEEIN� fO
9. CURING RRHKI• GRADING OPERAIMU15 AND PRIOR 0 RECONSTRUCTION OF
6 ALL
CONtRUNGTO10RG OR DEKLDER AN, SUFFICIENT'EFERENCE STKA NL
PERuwENN DRANAGE STRUCTURES. M.Po- DR.UNAGE CONTRCL SNALL BE PPOAKT
ACCORDANCE W;H THE REGURCA1£Nr5 OF THE Cm or LA OUINTA RSPCCTOR.
TO PRMNT PONONG xA R OR DAMAGE 10 AUJACCNT RPOPERT.
B. ALL REINFORCED w aCCOFCWC[ WITH PIPE KTDUA
'D COF 1ONs AND Or
wHE WDD
CUUDD oRCONCRETE BE NIQL D LAN III
ORALL PEP COUI+tt Or RMRsIOE STANCAFp PLAN 818.
E PERFN+CE
1 BUT. E
AILC Or OCCN'N�Cr SHALL BE 11: 1 BB ONLY p17:0 THE
H,INAIDH CUPAO
TO PIRATE
AS fOLLO•S: OC 1 i TO. 7:00 AY i0 5:30 Ru
CONRRACTOR Dull NOTIFY W U •e NOF
HUT 151RT SEEM DER
SAT TO 7: 8:00 AN 0 S:UO PU. MAY 51 O NoRRER SOAP: uOMDAY-HEADY 8:00
1.
V O TO 5:00 Pu WORN SRALL RC PPoHIBRED wr
PI SATURDAYFEDE
RIFIC R
TOR O 0-LOCO TESTING Or F.C.P. FOR YERPTdlldt Or RESULTS.
PRR, .C,
TALL AI
FINE ON SIJN(.Y OR FCDERA NroLDA'•
SU
'. AFT CLURINo. CXISDxG GROUND SNALL BE $GAR3R0 10 A ulNaw Of 6. ON
'I PRIOR TO THE COLA 1CHCCUErN 0r COxS'RUCTAr+, THE DMLDMR'S COIDUL70R SNUG
o .IA, A RCPUI' FRO. HE STAFF MRSIDN of wOUSTR.I SNEtt, A COPY O< EFue SNAIL
BE RM ON THE JOB SITE •1 ALL HUES.
IRE ENTIRE SITE OR AS RECOuuCNTED m SOBS REPORT.
ILOROJEUENIS. THE L OULS
OF S N
FIT T. PLACE—IH7'
T2. PRRYN HE
12. MN'I.U'+ CUT AN•0 FIL SLOPES - 2:T
[2. :NAT THE STORY
INSPECTOR AT
C To E of OUatA cSPC
SHALL CCRr.+ To THE CIO Or
H
BRAIN'S SLID GRADE TS OF ADEQUATE STRENGTH TO SUPPUR' THE STRUCTURES ANTI ADO'
13. DRAINAGE SWALES SHALL BE uINHHU. OF 0.3' DEEP AND CONSTRUCTED A
R FILL SLOPES.
U Of 2' FROM DIE i OF CUT OSLOPES. 'DNUIU. SLOPE or SwAlLS
51WL
ANMUPATED LOADS.
A u:IIANN OF a5
B0.S
'3. ALL STEEL 1-1 Is TO BE CO11-U6 ITS AND LESS -1 BE LAPRED
BAR D..ETERS. FOR GARS IFS AND INAfR. I.E um. LAP IS 60 BAR D'AA'a S.
IA ALL FILLS SNALL RE COMPACTED 10 A uIN1uUb NRMETY (W) PERCENT Of
oEHSFd AS KTERu1M�p Y wEOPu BUILDING COK SEC. ']01I OR
la ALL TERVAS TESTING F R HE DRARNACE FACT I SHALL R PAO.TEO RI A uAn-
DI TUM ENGINESOHP
LJ'B IN ACCORDANCE MM MC HUNGER. LOCATgN. ANp FREOVENC REOUC51C0 Rr THE CITY
OMURNLE'TEIERUINCDAPAOAROAKE wrtH PoE CODESEG�]003.
E-EN:. AR KTERVINED Br DIE d ENGINEER.
Or U OUIIAIA mSP[CiOR.
15. ALL STREET EECIIOS ARE MNRAINE. -DO- SOR TESTS SHILL BE RMKoMD
.5. CHANFEN ALL EXPOSED EDGES OF CONCRETE 3/-' um.
AFTER ROVON GRACING To OEIERUINE EXACT $[LRCM REGUIREMENTS. Cm
ENGINEER 10 AFF FINAL STREET SEEM..
16. A PERwT FOR FORK N C-1- STREET RAM-O-wAY S REBURIED FRO. THE CNY
Or LA OBNTA FOR ANr ENCRDNHUENT RECEs- FOR CONS'RUCHON IN PUmR,
16. LO DOTS Or FIELD DCHSITI TEST SHALL BE DETERuwED Br THE SOIL ENGINEER
RDNI-Uf-NAY.
OR APPROVED TESTING AGENCY AND $HALL RE SUFFICE. IN BOD, HO M..I. AND
VERMAL PLACE. 1 rU FRO.pE EPRESCN] TE TESTT.G Of ALL FILL PLACED,
11. LENGIN OF uwnHBC SrraUC1U,S NAY BE INCREASED TO NEE' PIPE ENDS At ORnOH Or
CDIORKTDR AS LONH E CwfORCIIO SICLL S EOxIR+UE9 AS REWIRED. Nn CHANGE IN
ESDAG w AREAS OF A CRITIW NATURE or SPECIAL EURUSIS SNULL BE IN
SPUR LOCATION u- RE APPRPED B.' THE "C EER.
AEGF- TO NE IroRUAC REPRESCNIAULF SAMPLINGS.
16. FLOOR Or NAHNBE STP,UC!UP.E '•.LL BE STEEL FRO 0) 10 SPRING LINE.
IT. AL UNDERGROUND FADILItES..1. UTEPAS. SHAG BE PLACED AND RISPECIED
RDDR 10 PAVING, INCLUOUA BUT NOT LINITED 10 FNE FGAL w G: SEWER. WATER,
19. Boo, or C 1-FIRTE. wd UENA SPUR. MUST K POURED O. OE N CONwUS
OLECTRIC, GAS, RRPICATTON, ANTS OP+ RAAGf
OPCIUD". EXCEPT THAT CONSTRUKM'1 JOIN' Ai HE SPRING UHE INCH A LOHLDUOTNAL REY
,B. DIE FIUL - F, UNE BAG. - REPORt FROM NNE PROJECT Shc ENGINEER
WAr IS KRurtTED.
LL SNUINCLUDE Al APPRGNTB STATEUIENi THAT THE BACK FILL S SUITABLE FOR THE
p, ALL M.-ING BARS UUST BE SECVRELI HELD IN PIAGE IN THE FORKS. MO w NITS
ATTE..M USE.
Of STEEL HOST BE N,M, IOGEIHEN BOTH NAYS Al ALIERINTE ITERSERIONS.
19. THE FINAL COURKTgN REPGPTAND APPROVAL FROM INC SOBS CNGBEER SI-
21 MR. DRAM CLACK - FOR ILL f_,Es wn.,. StREE' RKM-Oi-WAY IS TO BE
COANT }WITH [t ,R a OOt4NniTEEST1i IEEEI SHAG B
PLACED AND COMPACTED UNDER CII INSPECTION AND NUT ON EXCEED Cm OF U OU.IAIS
VRN RULE O[NSm,I CONE OR
DRM RIG ANO SHALL BE SO NOTED FOR EACH TEST. SUFFKENT -HHUH BENSIn
uvluVu STANDARDS
TE1EF11 .TION SNAU. BE PERFORUEO t0 vERIFY THE ACC- a THE -LNUu
EENSm NOVES ,SCB BY THE FIELD TECHNICIAN.
zi ALL PIPE 10 BE BANDED AND GROUIED (C2_ OUTSIDE ONLY,
20. ALL IRAYELED -YS .UST BE CLEAHC. DANY OF ALL OPT. MUD AND DEDNOS
22. For SMALL COUFLY w1IH ALL ISDI-ICABLE STANDARDS.
DEPOSITED ON INN AS A RESULT OF THE GRADING ORERAtDN, CLEA ING IS 0 BE
2A: ILL LOCAL KRFCS510r5 SRNL 0[ CONSTRUCTED RED STREET IAPROVE.CNI PW+S IN
DONE t0 THE SATSF•CFWx OF INE Cm ENGINEER.
21. ALL CONStRLKIA. AREA.$ SHILL BE PFOPE- POSTED AND M.E. IN
ACCORDANCE YIM COUNTS Or RMRSIDE STANDARD, PLANS. HO '. ALL To. SA'UNNS wE1
R SN_ ON DIE STREET I.PROVEUCNF PUNS.
CONrCIR-E NAIAD INC STATE .AMUAL OF NARNTHG SKIS. LId1TS AID DEVSES FOR
25. DI S
E R1uNC
USE IN THE PERFORNANCE a FARE UPON NGN . IN ORDER r0 CLaINAM A-
HAZARDS.
wr PFOC[[OUNNIEFRUPIEDKOID DEaSUCH
STREET W
OR ODERIOR
...DACE cOURSES.
•2. NNE 50IL5 FIDUEER ANO EMLIKEIONG CEOIOGISi SHALL C%ERCSE SIRFICEM
GRAOHG TO INSURE COVPl3wCE vntH PUNS,
26. w THE COURSE or AAIER CONTROL.'HE COI-T.R SNAL CONDUCT COHSIRUCABAN
NURMNI
SUPERV60RY CONTROL OURVK
SP.AND CODE WITHIN THOR RAUMEw.
w[RATTERS IO PROMCF W.TERs RROU PBL'NAIN xrtH FUELS, ORS. BIIV.ENS OR
ERaIS
23, THE DESIGN CAL ENGINEER SHAM CSROL BE EXERE SUFFICTENI CGNTOURING
27. LOCAL OCPREs9oNs AND at':5 of CUPS IRETS SNALL NOT BE "CURED U- ADUCT"
DING GRAAND CONSTRUCTION TO INSURE COURL.NKE Tr TH THE PwlS,
NRB AND GLTnER HAS BEEN POIRIE.D.
sPECETCATKNS. AND CODE -.',N N15 PURVTVF.
•, THE Cm ENGINEER NAILS RE` W FOR APPROVAL THE FINAL S-CT SECDON AFTER
_P, A Loc.. KPRCSSKM N "'ANSI., USE c_TY OF
'RMRBIM
BA fUURN OF ni- vALUL TEST FOR PCADNAY SUBBASE. -
STANDARD GUAR SITS .
25. iNE COr ,IR S RESPONSIBLE IO PRMrrt $ET CONIANRNADOH OF STEP.
n. CURB OPENINGS PER SID PAAH W. h
WATER .-IRADON FAI:ILUES BRIG CONSTRUCTION OF SUBSEOUEM INFRENEUFla15
BY THE COxIPACidt INNEDUTCLI PRIOR TO 1R- ACCEPTANCE OF STORY ORAUYGE
5. THE CONTRACTOR S-U. CONDUCT, IN E PRRSE.CE
RETTAIDOR/IIFI.IRATION r RUTETH
OF TDE Ott ISPECMA. A REFFORUAIICC EST DESIGNED 10 CLEARLY SHALL DEUOSTMTE
MC FUNCTIONAL ADCOUACr OF INE K1T'ES.
26. RE CONTRACTOP. SHALL PROV'uE WIND EROSION AND 1151 CONIRIX 4CASURES
® MTT:LECH INC.
•,
VICINITY MAP
-ENGINEER'S NOTES TO CONTRACTOR
ADIECSAD10oNOLVN 5, KFEND.CONTRACT.
HOLD HNHUSS M BYNERR D
ENCUECR
(NEREAFTEP TETRA TECH. wCJ, THE' PARDR AND SUBSD.RY COUPNTO
CENTS. CVPl0YEE5. COSULTANTS AND REPRLOSSESFNrAINE6 FOR ANr /J)D Atl
CATA,
DAYAK 10 PER'
OR PRORE OR NROMUUL DEA'H RECARXAM OE
�lOETlE�O1OR
Da POARt,'BYNDE NEdI�LEHAD'CC. •L'IK OR PASSEL. OF ON EP, CAUSED IN
ENGINEER, t.DP PARENT ANO SUBSIDIARY <OUPANES. AR WELL AS THE.
AGEIr'S RµTIEw v.AFEM OR SU W05ro.DY CO�AN�EiE AND 7 ACCUR .ANFERD
EMPLOYEES i0 TIRE NLLCSF EY'CAT PERUTnED RY 4w. SUCH
nOCAINUTS To sw FULL S' IE ALL CWus. OCAuu05. ADIxJxS. OR
IUAERIm TO
INJURES. TGTH OR DAMAGES DECURPoNNG A{TER CWPIEFDIN
or THE PROJECT, AS HILL AS CURING THE wORRI'S PROGRESS. CONTRACTOP
NRTHCR AGREES TUT rt $XNL ACCWASH THE ABWE AT
T15 Owx COS'.
L'RExSE AND RISK C%RISM O< AND REGARDLESS Di NAY WPLCAOF
IMSURN+CE RGA_ OR RGEDON I.E. BY NAY RHSURLNCE CO.I _
REGAPBAG CLMRAGE.
A,THE LPRONUA��NYRGN, THE �ORACTUARRETBORHSHALL OMRIUwN IN AN
E "C%vci
LOCATION OF AL EWT Mo UTILITIES BEFORE COMMENCING NORK. HE AGREES
TO BE FInLr RESPONSIBLE FOR ANY AND ALL DAMAGES NNKH NIGHT K
OCCASKNED Br IRS FAILURE TO E%AC'LY LOCATE AND PRCSEIM
Au LwDERGROUM LOUIES.
IMPORTANT NOTICE
SECrAH Az'6/A21) OF THE GBERxuElrt CODE R[01AE5 A pG ALE
III ION u..B. OE 55UED Z%R[ A 1'. TO EXCAVATE" GIRL
BE M B. fOU YOUR Do NERI 1.0. HUNTER CULL UNDERGRNND SERnCC
ALERT ••• BL FREE ••• -CLOD-•22-IONS) Iwo NORAINL Mn BEFORE
OU DK.
SOUTHERN CALRORI1. EDISON Coupon (SO) 611-IS' I
$OUTNERN CµyGA_ GAS Co.- (BOD) A21-2000
GERERAL FELLPHONE CO -PAID Moo) ABS-MOOD
COACHELU v LE1 NARR DISIRK' IT.) 3 -265'
KRIZON TINE WARNER wGOLMSC 10u un (]BCC) 340-222255
IVPER.L REP-90H DEPARTMENT (160) 3S.-SB'I
CS
1 st SUBSTITUTE MYLAR
This myloi is identical to the mylor
by the City Engineer on 6/17
except for the revisions noted here
Ll, S-1. EPNN OUAWMES
KEY MAP
N nrnr.I nLnrce eFJEI n11AlIfT1TV F.SiTIMATE
70.
ITEM
QUANIITY
UNIT
wstNL IB• NDS 54DSTX WALL - SPIRAL RIBRED STORM BRAIN PIPE
J.
LF
x
mINL T. Nos SIHOOTH w.0 - SPINAL -BE. swxu DPNN PIPE
...
Ar
6
CONS, ORr wCLL PFF ISAIL - SHEET 2
2
CI
CONs'. LATCH BASI:1 HER CO_ or RMRSIK sm. ]00
3
CA
COxSF. ORAvuLE I .E PER -.I - SNE.1 2
IO
REMOVE EXISFwL SPIISN PAD AND DRWTLL AND FEC-1 IN GENER.. NOTE 1
FA
EONST. LOLL BE PER RNULSOF CO. SiO. 3T', CA$E PCR rA/JN
U
CONSI. JUNCDOM L1RCNRC NO 2 PER RfF< h vK0 STD A 221. • w C PER PLAN
CA
R]
COAST. AS' CONCRETE RCHO
G
• - uwTHE CIY REBURIED SECTION, SEE GENERAL II. .A
OU MS ARE AN ESrwATE L1
Aerde ro AEmry ALL wwnn[s raR 9lBUrtTIL
eoNmE M, FR
INDEX OF SHEETS
SHEET DESCRIPTION
MILE SNE[T
,
SIBRU DWI PLAN h PRODLE: LINES R, 5. DETAIL. K[X
LEGEND
D..DUD TC-TOP OF CURB
- KNTERIDIE R - FLOW LINEO, PR -MR r5--IN91 SURFACE
6
PPOR. SEWER HIGH PONT
NANURENw) PFOP. SFOXY DRMI P - LAB ""Al"
EA 1. CURB rr -- I.- FLOOR ELM
.._.., FOP OF sloe[ G8-GRAD[ ePUR
BVC -BEd. VCR'., LVRJC
CITY OI L.A OU)NTA
PWI SIlN6
LK Or YORE M. YEAR. CURVE
-- EX. COFOUR ZG �::'.iErFLOM
-.. - NACRE ELF•.
PPAPoSEC nNSMA SUPfSCE/ FB.- i1lPosI BLOCA
GFADC COMOUH
Q...) IC O'JSTIK ELENA—
., OWNER
ND LA OP., B Portnem. LLC HANDwELL .oNu.ENi AI
P.O. BON '•e2 ygSHwGFd+ G a_nU AYE. 1
� ERR P ONE: QW)G 3 t- t3 ICE mWFN OF aaln A•E.
1-800
v.]2
227-260D
ARING$ w APPROVED BY: CITY OF LA aNTA
EAT, D, BGUN•6 ARE BARD ax TALC _LUTE OF
DIE xw T/• w smox P rowxslP a soon+ RAKE )
LAST SJLN. PEP R,U. 44/e]-6e AS RID A-WIM
SlADOEJA CHGMERUK
3725
PAUI DEAN. CAE 922iL 1
760-772-5593
STORM DRAIN WPROVEMENT PLAN
AT,6TIERSON STREET
iz• 24' 03 THE HOEAWAV'- OF ---SITE GPROVEM3RS
DATE AMENDED E
ENGINEER 989112
EXP. 12-31-06 WITHIN SECTION 9, T.8.5.. R.7.E. S.B.M.
NA- REAP- IN
i tr E. RS DEo.IN
--- MIC
PRORC MD -
ONG, NID, 10E 2
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4074
The following shall always apply.,
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works .Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary.permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( *` N/A `* ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( *` N/A ** ) aggregate sub -base course having an
"R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('/") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (*` N/A ") feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 Yi') of A.C. paving on (`* N/A ") of class (" N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
❑ RI PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted,' but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed 'to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A *' ) inches of A.0 surfacing placed on
a ( ** N/A ** ) inch (** N/A'* ) aggregate base shall be placed no later than ( ** N/A *') days after completion of.temporary
road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO.4074
The Hideaway/On-Site Street Improvements/Tract No. 29894
PS No. 03061, 03062, 030639 030819 & 03101
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. This permit or copy of it shall be on the work site for inspection during the actual work performed.
3. Dan Williams, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust
and erosion control.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at
the intersection is to be altered in any way.
7. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work performed under this permit.
Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Special Conditions Page I of 4
PERMIT NO.4074
The Hideaway/On-Site Street Improvements/Tract No. 29894
PS No. 03061, 030629 030639 030819 & 03101
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
10. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
Special Conditions Page 2 of 4
PERMIT NO.4074
The Hideaway/On-Site Street Improvements/Tract No. 29894
PS No. 03061, 03062, 03063, 03081, & 03101
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
Special Conditions Page 3 of 4
PERMIT NO.4074
The Hideaway/On-Site Street Improvements/Tract No. 29894
PS No. 03061, 03062, 030639 030819 & 03101
C. Permanent pavement replacement shall be installed using a City approved 1/4" max medium
asphalt concrete as the base course lift and a City approved''/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
17. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
19. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
Special Conditions Page 4 of 4
DESERT REDI-MIX
CONTROL NUMBER
TO JOB{— Q 2
ON JOB
Vlo
START POUR ';"Z-r '
FINISH POURS "tf
LEAVE JOB
WEIGHED AT:
COMMENTS:
ALL CHECKS BE
CHARG DRTE$15.00 SERVICE CHARGE
❑ 50-305 HIGHWAY 111 86-600 FARGO CANYON RD
COACHELLA, CA 92236 INDIO, CA 92201
CHECK#
DISPATCH (760) 398-7717
DRIVERS LIC..
Job -site Cylinder Test:
N�o
TIME ON JOB MIN. REASON
FOR DELAY TIME:
Water added on Job at
Customer's request:
gals to full Ld.
gals to 2/3 Ld.
❑ Yes
❑.Yes
❑ JOB NOT READY
OVERTIME MIN. ❑ JOB BROKE DOWN
❑ TRUCK BROKE DOWN
❑ ADDING WATER
RATE OF'X $ PER MIN. ❑ ARRIVED JOB EARLY
❑ SLOW PLACING METHOD
$ ❑
gals to 1/3 Ld.
❑ Yes
5 MIN. PER YD. FREE UNLOADING
TIME ALLOWED.
ADDITIONAL UNLOADING TIME CHARGED AT CURRENT HOURLY TRUCK RATE.
ARRIVE PLANT I in event or default in payment or this invoice and it is neces-
sary for seller to retain the services of an attorney by reason
thereof the buyer agrees to pay seller all costs and expenses Incurred by person thereof Including a
reasonable attorney's fee plus 1.5% Interest per month.
CAUTION: Freshly mixed concrete may cause skin irritation on prolonged exposure. Avoid
direct contact where possible and wash exposed skin areas promptly with water. If any
cementitious materials get Into the eye, rinse immediately and repeatedly with water and get
prompt medical attention. Keep out of reach of children.
P pLANTI t I WE) I CUSTOMER NO. I SOLD TO
TX CD I DELIVERY ADDRESS & INSTRUCTIONS
La Quinta
CORONET CONCRETE PRODUCTS INC. DBA DESERT REDI-MIX AND DRIVERS are released
from any resposibllity for damages which may be Incurred from delivering materials across
the curb or property line and for any vatiations of color added to the concrete requested
by the customer and will be added at the customer's own risk. Claims for shortages will
no be allowed unless made at the�time this matrerial was delivered. Additional water added
to this concrete will redyce Its strength. Any water added Is at customer's own risk.
Received by
PAGE
P.O. / JOB OR LOT NO.
CPU NO.
TICKET NO.
TIME TYPED
ZONE NO.
PROJECT NO.
LOAD NO.
SLUMP
USE
TRUCK NO.
DRIVER
DRIVER NO.
LOAD
QUANTITY
CUMULATIVE
QUANTITY
ORDERED G`
QUANTITY
PRODnl1CTN f
CODE
7 r^ MIX AND PRODUCT
DESCRIPTION
UNIT OF
MEASURE
UNIT
PRICE
AMOUNT
't.00
4.00
4.00
9701
15.0 Sack 560-C--:3500
CU Yard
1.00
1.00
0.00
i=E1
Fuel & Envir. Fee
Each
LOAD WEIGHT SSD:
...r a �.r w• ��.
TAX
WEIGHMASTER CERTIFICATE
PREVIOUS
BALANCE
THIS IS TO CERTIFY that the following described commodity was weighed, measured or
counted by a weighmaster whose signature is on this certificate, who is recognized
authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of
Division 5 of the California Business and Professions Code. Administered by the Division
Irof-Measurement Standards of the California Department of Food and Agriculture.
DESERT REDI-MIX
SUB TOTAL
OVERTIME
CHARGE
TOTAL
�SPECTOR By - .�+
��"� Deputy