HomeMy WebLinkAboutTR30492-2 & 30493-3 Street & Storm Drain Improvement Plans ...�is
,
-GENERAL N _ ST
1. NOTE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
STY F ILA ILSIN
PiPES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE
_
ORE
RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT - - Q /-�
CONSTITUTE I REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, m R C T N o . 3® e.J ® S 74 Q I
NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND LJITLITY, PIPE OR - -1 -� �
- STRUCTURES WITHIN THE LIMITS OF THE PROJECT THE CONTRACTOR IS REQUIRED TO TAKE ,`
92
ALL DUE PR
ECAUTTHE RS MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR LOC.Q OVA
STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY,UTILItt.DAMAGED DURING '-� � � /� 1 R
THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR : - - CANYON HILLS PLANNING � AREA 1 4 B CANYON
AT HIS EXPENSE TO THE SATISFACTION OF THE GOVERNMENTAL AGENCY. 95 HILLS R QEWPORT RD
2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD ' STREET 8c STORM DRAIN IMPROVEMENT PLANS RA1LAdAD & TS
SPECIFICATIONS FOR PUBLIC WORKS, (LATEST EDITION),.AND STANDARD DRAWINGS OF THE
COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS'RESPONSIBILITY TO BE FAMILIAR WITH - - -
i THESE STANDARDS AND CODES AT ALL TIMES, RD SCOT
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR -
FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING ANY WORK., CALL FOR INSPECTION AT OD
0
e",
O70RD
(909)-674-3724, EXT. 247, BETWEEN THE HOURS OF 9:00 A M 70 4.00 P.M., MONDAY - - /// BUNDY CYN. CYN.'RD
THROUGH FRIDAY.
4. THE.CONTRACTOR SHALL,MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS - 0962 - ROPE n 1 'I,` CLINTON KE
TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY
THE CITY ENGINEER OR HIS REPRESENTATIVE FAILURE TO DO S0.SHALL REQUIRE 1MMEDIATE
I WORK STOPPAGE N
i _ N r B + f
5. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE CP,NYO ..'NECESSARY RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY
€ COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK. THE fFs r"7 I 9+
! CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT'(USA)AT LEAST(48)
HOURS PRIOR TO BEGINNING WORK.
3'O �2•-'11 I � � r f
6. R SHALL BE THE CONTRACTORS'R£SPONSIBfLITY TO HAVE A RESPONSIBLE ` i 2 3- s r` pYt L,gTI ,"`'z �} 10 { ` z THOMAS BROS.MAP I
REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR 20t3 209 210 I . r ty \
SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION f. \
\ VICIN MAP
AND COST OF ALL EXISTING UTILITIES. THE SUBDIVIDER MUST INFORM THE CITW'OF LAKEr", I 1{
BEGINNING
OF CONSTRUCiION SCHEDULE AT LEAST FORTY-:EIGHT(48)HOURS PRIOR TO THE
BEGINNING OF CONSTRUCTION. - �-���
y 93 i2 ,
NOT TO SCALE
B. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL'BE IN PLACE.PRIOR TO PAVING THE - - -
STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY u 7 .F 4 $Q1J
GAS AND DRAINAGE FACILITIES. 96 (3 \
D N. ENGINEER'S NOTICE
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN.AFTER t *r' r r r - 99 98 r,7 3 , ° r •tl h f \ 1, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTIONTHICKNESSES
- ,z>u t si, 3�'�; •_,x ,1 14 S ;,, �\ RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CON
SHOWN ARE FOR BONDING PURPOSES ONLY. 1 (s� tyt UT `r rn ` O INCLUDING SAFETY OF ALL"PERSONS AND PROPERTY, THIS REQUIREMENT
\
r i
10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MU OO APPLY CONTINUOUSLY AND NOT BE LIMTED TO NORMAL WORKING''HOURS
MUST BE:POTHOLED AND .: w rr: rR{s t.1 � e r ? 90 c
ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION, THE r it 75 ° 4 6� ( r I5.a \ CONTRACTOR'SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENG
NOTIFIED OF ENGINEER S RECORD SHALL BE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECi
ANY NECESSARY REISIONS TO THE APPROVED'PLANS.. THE REVISIONS SHALL s£ai ' r r' r, :.\ f`'r a_`7 1. r Y..•_ s r lt1_ ;. THE PERFORMANCE F PROJECT EXCEPTING FOR
BE IN THE FORM OF AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL `1'
-1. Y \., rr >L ,+ ), }3 y s \ E ORMA CE 0 WORK ON THIS PROD EX LIABI
, r FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
PRIOR 7D THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. � � �"��' � �'�a �,'d" z'`)i a'� + a( t �. r'•,'(. `s'R�r R1�� n i.2S r� ' :'x a T f: d } � r`. \ - -
., 2. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED OR FOUND
11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYS BUR! ) s
D NG CONSTRUCTION SHALL { \ rr ,t r z r -� \
BE REPLACED TO CITY STANDARDS �rir,,, _ I:- }'"C 1 . '/ 't t, ;' '�.' ,;4. ;T'r \ PUBLIC RECORDS, ARE INOlCAlEO WITH THEIR APPROXIMATE LOCATION AN:
ANOAROS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES'.. �: T..-,,r :':i 1... 's ., 1....ra.,- ._ ,.fi .,-:. „,
ARE TO BE FURNISHED .,t u : PN 7 t 3 _.r86 r THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMF
RNISHED i0 THE Cltt ENGINEER AT THE COMPLETION OF PROJECT BEFORE E
ACCEPTANCE IS GRANTED, HEREON,AGREES TO ASSUME LIABILITY AND HOLD 7H ENGINEER HARMCI
aSt k7 es }
ANY DAMAGES RESULTING FROM THE EXISTENCE OF'UNDERGROUND U17111 I
. ,.. " .•,r=G'.... _s_., ,•�6.,, ..:.,,: ... t -' • STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS R�-�.+
12, AN ENCROACHMENT .,:....,,...• .. .: . : + 1 7Q.. .. ...:. ...:,.. ,:,., v,.. .. ::y.2 >.r. >-'. ,,. .nS ,.•, •' ,::a:# ,,,.. . ...-. 9 T7i
PERMIT SHALL 8E REQUIRED FOR ALL CONSTRUCTION l r:.. . ne S { ,
CTION WORK DONE ...,< ,.�::' .. .. z -...--,Y-.: ::.,, fi 1� ,.,...,.. - e}:e.�'n.:,..,+�. (.:, > .:-'.::. 9:>- : a.:::,: t.., ..< ,., .. t:�,: .. :..... ..., , �..,,-,.,. CONSTRUCTED A VARIANCE REPORTED OR RECORD.LOCA7T S.
WITHIN PUBLIC RIGHTS-OF-WAY. v t 1, T WITH REP E . ON. THE
F WAY. BEFORE ISSUANCE OF SAID PERMIT THE � ~<' r ZS ri r ,\...,., 85 .i:y ' ,,,, "+ °..r +. s '..r.. :� :wAI,A ff. .1.,..p r. ;x,.., 5ry.,.. ,, - .
- --'1;?:lAa'? .c=' S r, ;t.. t i r:+ -.. - ----_.. CONTRACTOR IS R. .' - '' - 'n ,'� 41 x {.'.. .,a ,...,. ,,...c ,..,.... RA SQUIRED TO TAKE DUE PRECAUTIONARY..MEASURES T0.Y '
CONTRALTO .R/DEVELOPER MUST PROVIDE THE ENGINEER,WITH CERTIFICATE OF INSURANCE,
<a, t- ,.<r,;,.� THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT:THE,
1 REQUIRED BONDING FOR
.-.- - - .. ,1.., .. -. ,..arY.s,t.. ,-. ,.., .r':: a _a.. ':, .-: � r y_..
PUBLIC IMPROVEMENTS. THE ENCROACW. �. .. r..,.; i ..a ..h, .� „',: �. 2�:a : e,•, Yn J.:::-�-:'t.. � ,.. C MENT PERMIT MUST BE .. .•.,�r,,,r, . ". - L^. ] }. ..,:, .;.. - - :''t ,,t.. ,, , \,. r .•; - a.. J.a a
...89,.-,,. a \ ;...,....f r,-.... ...,:;.,,. ),L ,.,r s + kr-, ,:;� .a _ -;:�, 1 � .:-.a;.y 1 t...,. .". ��. :: R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS 0
PRESENT AT THE JOB SITE DU tr ,..,. ;~ ,. ( �.., x :. ....` , ;a> .:,. . - .. .a - s, ,..,:..;,.=t,,,.. E RING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION _ .t.>= -,.f:..� s..: ,..,, {t ., a 1 Y S.> . .:,- ,.,,,{ ,.:.. 1 -..2 ,.. § a V- ...,;{:..•. -
g ClONWITH :. :' � ..>13 � ...r;u^.,=.�2� :;, �•' a'.� -- c ...:: E.;-, ,t 4:r;, ( �4,! .�'r'+ -. :. , .,. f t ,,,, c :„ 3+...,. ,._ \ Fk UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
AN APPROVED SET OF IMPROVEMENT PLANS. tt) 5 rJx�`,, u-a c 3p >'"` , '!.$ r, + ?'"/ F a '� �'{ f rv',
r.,yd,; 3 kTI'6 f.;, ,,J t. .. : (,y,a i.:,r .., ., r.
k E I,f :, s, ....,... (f r ` 3. THE ENGINEER PREPARING THESE PLANS WILL NOT.'BE RESPONSIBLE
NOTE - 'vl 4. 1 F y_ �.i 41 4':ilk .,..r( 4 .,,., V...I Irf ---'_.:^ 7 Y .. +; , .{.:5 xfY.
I LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF.THESE PLANS.ALL
MC250 TACK COAT TO BE USED ON.
ALL STREETS WITH GRADES GREATER THAN f0%
1: .. :%.� ''.: '- 61 -;;�": aq .:":.`k o. '.., r, -.'.;9.b r� �..:.. r,...: t":,r. �i, ':: '.r•,.,�r ..: $�:n?:., :.:, r t ,:r'. s-:: •:r r '�+ y. s.::,.,. �� TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY 119E
OF THESE PLANS.
�1� a 1 .� y t J - :a k t r r, -,•-"---r--� 5 r ON �,r-�r`s`mot, t': a f r ,s �:r" `�C7 r ,1f ��,
..rc. ,. .. , .,...),a,: t., , .t... r+v a v ......„ ,.. r..., ., .. , 1 •,4,..... ..
.1„ i W.,t. .. 7^?7 !' .v.,, .e.. ,(+(,. .- .:,,. T,.. L , l �. x.,..L : } ..c :'1.ef
+5, :.f., !. .. S1, 1 � .. rT,x.. .:J ..I. .. i.. '.. 4 1.>'::y..h. .-
C .r+,= 1 , .. rt f ., , . , ,. , ... .,, ,. �,, , _ §r , t , ,,. R4 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES
CONSTRUCTION NOT ,,,1 QUANTITY
r, ,rlx�I . ,r,, � Ia q � _,, t ,,, u1 r� ..> .T> / Po
S and UA 67t J 3u7! t ,r:{,, r ( 1,', cl a . .r x Q NTITY ESTIMATE � � � ..�., w. �,,.. �, .... �, s : ,�u ,, r. 4.,a tu,rl5„�,�
TE _ ' „ �,: a.,k r� ,..,:. ,.... r n ,a't z �3.,: �_ � s� ,;..,,• �e,.._�..a,3 a =: � 4 t �Ii ..�. f,,,.), .. ?
� u :.z Tl.. ,..; , :.. r . .. .,...r :,✓• :.,T+j..�., ,1:• � -}. rFf... ,. , ,..:,. x�4 �.y,.:1,.. . CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL<QUANflTlES PF
.. .r.\ rN e., E �...: ..>a) }-, r � r- , , i.. v ..P .i._. t x',..;,Y f„+ <6
N0. xa�. l F J,L r,. > r', ,a'.; .ry:�� J � ss;.; bn., n+rhri,:r3r t :n,k,{ ,
DESCRIPTION - 4UAN11TY UNIT n,. u r}t<� (, F'�_ „ ,.. c .^ ,,a. . .:., ,: , ;", '�vf v...r r ru
�. + n It,3 w `' ''•::". , :l.,; I f rk I4,, t i' S? {�?4 'y f rr�7 t' i� r x1. _O BIDDING'PoR'CONSTR TION. .
STREET j,'r IMPROVEMENT
,
H"FJ' -� UC
.;H j'�'�''"ry+s' ',ptP a`;'-�,:a'!.<..zm-,•-1.. -r*•• ., „ ..r=9 t_ ,.,,... .,.,7 ,�u f � _ r ,r 5,b >;
1 CONSTRUCT 6 CURB AND GOITER TYPE A-B Lro
UNTY OF RIVERSIDE STD:N0.200 7,230 LF txy z itf} :c t l t ,:: _. _ i�'; � p E`'% '` +`17 I �.,�' ;..,,.". .. ,::;,. , rr :• ;-. :J i..,r +: �' 'a,L'� IFyLy:.
•�
_
2 CONSTRUCT CROSS
GUTTER
COUNTY OF RIVERSIDE STD. N0. 2D9 AND 2D9A 2577 SF -
..
. .+ �{ ..•.. ,.. kfla✓1.F .f. i :,. / r:. m .e' ,. ., Y. ,..r v�. , i1. r .� .. i:,E. , .< , _.
..
H EXISTENCE 3 CONSTRU THE EX ENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE_CO,._ .. �. ,. .. L CT 4 A.C.OVER 7 A.B. PER SOILS ENGINEER RECOMMENDATIONS {,_ a r z a, ,.„ .W,,,r Wu ,,fit.,,, n
143,380 SF ,?S'S a ,rnah :» r� v ,u T ., t ,._ S o- .: a ,.., ._: ,. ,, .:•,, .
162 M1 ,r.. _ ,_ (, r , . v L.,,,, �H. .. ,.«.,r` ,r 1r, 5 .. 1 s ,. r. ,„v ,�,r _„.r. c �""` ., STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A.5 RCH' F`7H•
:. .re. v 1 c t a b..,f ,... ..... ,.z. .. .r s �. .,. ,. ..,.. ,rti ,e, N ED EA O
t' , „ s �Z �'.G.. `« -. ,.. :..• of t. ,. a IJR �-'yy, k
,. :'"4,1 .., 'sT ..
.r ..,. ..a. ....-,ts. ., ,. :.. t.. 1 nr.� r.. r. _z.rr. .. ... ., +.. .. s.. ,
4 CONSTR v..,,,y.. ,,�. ,, . . ...:, .... } ..., ,`t .... �;i k•� i.. ,G ,UCT CURB RAM .._ . , ,.d 5:,. .,. ,r , .. F ....,:,. a,.,.,,.. p .. 2 :, s .. +r. . >r , . k t. i s ,.. 4 i�. ...P CASE A PER C - .�, Yi.. S i L.}}..a •_ ., , .,.,.. J ,, ., ,_+ .>.. u, ._ ... r .., h:. ..v -, _ � s ,OUNtt OF RIVE I r tl ,4 ., �#<,ti. r. �, r..... :, .1. ,..,, .,,. _ .. ,. . ..r, e r,., k.,. .. 1, ,., . . :� , 8'SdI...,.. .. -.:
RS DE STD. NO: N x . . h.• „= s v
1 9 ,. . r.,. @ �. .... .... ... ... , ,.. .. ... .,I.. .....,., ....a , .. ,. .. L , ., � a_. ,... ,... F. .a. ....,,.,. AVAILABLE RECORDS. TO THE BEST OF.OUR KNOWLEDGE, TH R.-AR- 0
0 EA ..,,. `� .,. , 6E#Jn ..,_.6 t,r{ �,5. ,u, .,, s .r,: z „p F+„ 1 .. s A ,:I :,I .fit 8ETHERE
E N
I . ., 6 . �. D,r Y st.l F
. , ,1.t �# � .. t , . ...r5'.. : . . .. r St,h'f . .. )_. 9 48`. x+, 1,. ,_ 4 . � f
5 CONSTRUCT UTILITIES EXCEPT AS SHOWN 0 THESE PLANS. E CONTRACTOR J .UCT SIDEWALK PER 0 N HE E PLA THE S RE(
COUNTY OF RIVERSIDE _)t...,.STD. NO:401
35 360 SF ,a., ... ., :..... -:+-;:., .,.k.. ,.... .. ... ,.r. t a.- ... .•... s' I.. n.. / r ,. .. ., :r ,.a, `G,)'.a , 9, -... v.. -.,. _ _
LOCATION AND WIDTH t .. _ _ . ,. .. r � ,v a/ , ,. :::, ?, , ,... t ., ,.I •. t. :. J ,. ,. ,l ,. ... t �3.. t. ,. . TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINE'SW
1 ( H PER
.- .,.x ..,. 3 v. ,,;,..,.. r r- t9, f's,it + -.., ..:r.•- ,,..v .r .,r ,•srs`. R S.
�r ,,.per x �I„
,..� > ,,y. .. r, � ,+,., T s RawINGs r ,
1T, . a HEED HE CONTRACTOR FUR,HER ASSUMES ALL LIABILITY.iN
-.1,., ... .. , { .•.:.. ,:.....,.. ._ e.:a:.,..4. h :,4�., 1..,1 S "t. ,,._ 5 9xic,r, _.. d .-
L BLUE REEL ,?„ ,t r , » n '-r- r v, a .: „t ,1 ,r L REFLECTIVE MARKER .- ,. X >,.MA ADJACENT , +. : , �, , , a f. , t r.: 5 ER JA ENT TO F.H. ,.. .. , .;.. � �. .,.< ,. ,.. _ - . .. .. ),AS REQUIRED D " a .n .. .. ra+. ( .- ,, r Q R BY THE F .}. ,. >. 1 E IRE EPA , < � .. .,. .. � r„++,�. tt i e
D RTMENT 13 EA „�.r v ., .1,s t. . , ., w..,. f : . ,.- � ,, r. ,„,' + t � � . ..,a,.f\4 r� ..., u�-++:: a t ,K, RESPONSIBILITY FOR THE UTILITY PIPES CONDUITS OR STRUCTURES SHOW
k'! r(.5t tr. .t r + 1 + r. Y e x .fir-
. •, .:'.: t ry :u. ,:..... ., _:� _l,.. ,., ,.,.\,,.;
7 CONSTR. ....,..o •,,. V.,:-. -f = 7.a
L
UCT CONCRETE DRIVEWAY ... :.:......... ... .. .... ..,.. ,. ., ,., f,,..,. r, K -.e, r„ t ...p.: r 4 ,i:.... ,5.r+ 5,-xF:,L v+1. ix,...is+u V:a,.y fi. I=,e �, N w. ,:,G,.,.:.: SHOWN ON THESE DRAWINGS.
!. A APPROACH PER COUNTY OF RIVERSIDE STD. N0. 207 '.: _....:, ,...,..,_ ...,... ?1 r'Tsr.,t_vr �# :6..�..3,,r� a C^r'r,.,x 1.>(S -, x,�l, f Gs.. c} Ag,r�k4..r.'� �..rttb/i'),�,3I&-,�u[�?I,i5tl•�94 FA. ..... ,..:.:,: ,...c.,. ..SvS—..,.w.. ...:,,. +,.—�..v'--—T,,,•,.--•,-„^--"'-F r I-?-., �td: 'a,. a >.{,..'�.,.• 4 n "d }a t 7r1�"',,,��'� N.�,.
8 INSTALL RESIDENTIAL LIGHTING 9500 LUMEN PER COUNTY OF RIVERSIDE.STD. N0.1000 19 .EA _ HEMLOCK 5T. CITY LIM17S Q►IpPyOn
9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO.816 6 EA u "873
10 CONSTRUCT GUTTER DEPRESSION, CASE C, PER RIVERSIDE STD. NO.311 1 EA (�D^ ��^ ELEVATE N..i1440U.
C r + DATE 1970
11 CONSTRUCT MODIFIED CURB OUTLET(VERTICAL CURB OPENING=3 PER COUNTY OF RIVERSIDE STD.NO.308. 1 EA RIVERSIDE COUNTY DESIGNATION: E-14-70
SCALE: 1"=100' DESCRIPTION:2,7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM
o I INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71 122.0.
STORM GRAIN IMPROVEMENT_ NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER
1853732E,,'1.0 FEET NORTHEAST OF A MARKER�POST, A BRASS p1Sl�,Si
30 CONSTRUCT 48" CIP STORM DRAIN PER RCFC &WCD SPECIFICATIONS 506 LF R/W CL R/W SOILS ENGINEER THE TOP OF.CONCRETE POST E-14-70.
-4 31 CONSTRUCT 30" RCP STORM DRAIN PER RCFC&WCD SPECIFICATIONS 966 LF 3O' 30' R� PACIFIC SOILS ENGINEERING, INC.
12 32 CONSTRUCT 24"RCP STORM DRAIN PER ROTC &WCD SPECIFICATIONS Ill LF 7715 CONVOY COURT BASS OE ��iRING.
10' 20' 20' 10' SAN DIEGO, CALIFORNIA 92111
SN 33 CONSTRUCT MANHOLE N0. 2 PER RCFC & WCD STD. DWO.:NO.MH252 4 . EA 5. 5 1I TELEPHONE: (858)560-1713 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6,
{ 34 CONSTRUCT CATCH BASIN NO. 1 PER RCFC & WCD STD, DWG,NO. CB100 1. EA T.15 5' .o o Z� SIDEWALK IS ADJACENT TO - GRID BFARING;8L7WEEN N.O.S. STATION "WILDOMAR"'AND N.G.S..STATI0
1 35 CONSTRUCT CONCRETE HEADWALL PER DETAIL ON SHEET.6 1 - W I _]�% LEVEL LINE L I _2X R/W WHEN IN FRONT OF LOT METZ", I.E. NOS'21'37 E THE:COMBINED SCALE FACTOR.AT OP 2015'
Fo 36 CONSTRUCT 48" RISER PER DETAIL ON SHEET 9 1. ` �' ?y OWNS DEVELOPER IS 0.99989774 AS SHOWN ON TRACT MAP 29568i,M.B. 299/1-5.
R/W PARDEE CONSTRUCTION COMPANY GRID = GROUND.x COMBINED SCALE FACTOR
Im 37CONSTRUCT CONCRETE COLLAR PER RCFC&WCD M803 (%' ''/7-' _
1 EA \ ' ,n \ 6. 4. 10880-WILSHIRE BLVD., SUITE 1900
SEE DETAIL A SEE DETAIL A LOS ANGELES,'CALIFORNIA 90024
m 3B CONSTRUCT CONCRETE HEADWALL PER DETAIL ON SHEET 9 1 EA i 2 TELEPHONE: (310) 475-3525 INDEX OF S�iE
*QUANTITIES SHOWN ARE FOR BONDING PURPOSES. CANOPY LANE, WHISPERING WILLOW DRIVE, SHEET. I TITLE;SHEET WITH VICINITY MAP
a COTTAGE GLEN DRIVE, WINDE14ERE DRIVE& SIDEWALK IS ADJACENT TO SHEET 2 THRU 6 STREET PLANS
IRONBARK COURT CURB WHEN ALONG SIDE OF LOT
SHEET 7 THRU 9 STORM DRAIN PLAN
60''R.O.W. — THRU LOCAL STREET DETAIL A
NTS
a NTS
WDID #833CS00693 As--a
D N0. DATE REVISIONS APPROVED BY DATE CITY SEAL
` PREPARED BY:. -
ALOU ' re I As' "" ��$ CERTIFICATION: QttoFEssrov� r CITY ®F LAKE ELSINORE
2. .,-- EP" "A L TRACT NO. 30492-2 & 30492-3. s19e
5 Rr��
0 3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WiiW THE c>��� 6'in� CIVIL ENGINEERING
4 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.29242 �a LAND PLANNING STREET&STORM DRAIN IMPROVEMENT PLANS OF.
- AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING
5 - ,p 'fir * enew'3-31-2007 * 1181 CALIFORNIAAVE.•STE.102•CORONA,CALIFORNIA92681
'o TWD WORKING DAYS 6 ,1n-�y�m'-�� -� (808)2BD-4144 FAX(909)260-4150
RAYM D ODONNELL, R,RE-N0,26603 DATE l' C(V1l '�\Q' �I�I•-�r`���E
BEFORE YOU BIG 7 _ AlF RCE 79242