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' T /941 AN __ _._ __ __. '_ _ .... FF)LE WATER METERS VALVES FIRE HYDRANTS EIC. SHOWN OR NOT
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L'�' �Y V } N C. )5T IO THE CITY OF RANCHO CUCAM )NCA.
�} -- . �.i : + U 3. A PERMIT SHAALL BE OBTAINED FROM TI IE CI1 Y OF RANCHO CUCAMONGA -
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Q , . %_ - + - , j ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR HIUHLLIND LIVE.
• �\� �� + . tr � - � ; • . �i.•�- - _ CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR
. _ -� ?C r RIGHT OF IVAY.
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; \ b � �� y 4. AL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY DEER CREEJC
�b - : I 1 19 TF1
i : �: : ; ; ; ; 111 n} O D 1 i I I LAT_ERQL.S, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO CHL&NN _
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�� . ¢ 1 M \ TZ \ , ; ; : : S. CO MF ACTION TESTS OF 'EMBANKMENT CONSTRUCTION, TRENCH
PRO
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.....__ .__ - :_. -:._ _. {_� �.__ COMPACTING ORIGINAL GROUND AND ALL SUB GRADES SHALL
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A WRITTENWITH T HESE COMPACTION TESTS SHALL BE SUBMITTED
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• • ♦ . . + + - . ^ - 6. COMEPLETI(NNE OFF2PA'VINGCIAGMATERIAL5 REPORT SHALL BE
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LISTING ALL TESTS OR
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( DETERMINATIONS COMPLETED)
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.ENGINEER, 6A'SE LINE AVE
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• (A) STABILITY, OIL CUNTF�ITIAND GRADATION OF ASPHALT PAVING.
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% $ .CUB 4 7.
f IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH
y i $ WHEN IMPRO
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- 4 4CONSISTS OF A ROCKY MATERIAL, THE SUB GRADE SHALL BE PREPARED
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. . : , . ; �0 . + Q + -- } ; + ;- + 1 BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB GRADE
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- _...... - - /� — _.. �—.�. _ --- �. _ _ .. _ .L— 1 —� 1 �.._ . __
_. - +- - _ ._.. Q - - Q O� �Ir[!l�lJ��> 2 -r—. } A FINE GRADE
. a . . - , -I, I�N . .
. a % AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH
DCURB O i i I MATERIAL OF A QUALITY BETTER THAN THE NATIVE SOIL.
. _.... . _ I - �. _..
'I� _ S. CITY APPROVAL ROVAL OF PLANS DUES NOT RELIEVE THE DEVELOPER FROM
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1 RESPONSIBILITY FZ)R THE' CONSTRUCTION. PUN RE5
. ; . h - , , U QUEST, THE
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......_._.. �__ __ _..«_..__ _ _.......�_..._._�_ _. ....__.. +_.._ ._.......+-.__ -. - ._._._. __� _ REQUIRE[ PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE
t i N.7. 5.
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.4/ ---- ----- �� - _ - � 9. WORK SITE AND EX,TERIORUSTREETS SHALL BE IN A NEAT, CLEAN,HAZARD .
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: ;. - ._'.. ; t _ ORDERLY CONSTRUCT ION. SITE SHALL BE
FREE, UR Y STATE THROUGHOUT CONSTRU
__._._ ___.�-_-._..' _- �___.___� .__.... _ __.. .. .. - . . +.- ___ _ -- t___—_ __.: _:$....._._�._.:: _ CLEANED UPON REQUEST OF THE INSPECTOR.
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. ; , ; . : _ : + { W VALVE COVERS, PAVING
. _ , ._. RESPONSIBILITY
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___.+ ._a _. _a-�_._. +.� _._.-__11 !__._.. _. __.__ _ .._-_.._:..� __. .� _ i , --- - + - ._._ REPAIRS AND PAVING UREPL CEMENT IN CONNECTION WITH SEWER AND
K1 , ; \ : i : ; i I i IYACER, GAS, PRUNE, ELECTRIC UR ANY OTHER UTILITY LINE
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UTILITY Y C
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I 11. \ .- _ �-- + + . -�- . + +-- -+ % +- - {�� I INSTALLATIONS WILL BE THE R9SPONSIBILITY OF THE OWNER, AND SHALL
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\ t I Q BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES
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�. L . k PRIOR TO EXCAVA ION:
, ; + ; , + - : . : , , • - - + i FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY -
, . , ; + : } I 0 1 422--4132
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$ __�.-_- ___. _ _.__. _� i , # 2 ; INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIESTLY
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N N THESE PLANS 2
_ ___-_ _.__.. __._ _..__ __.. . . _._. _.... . .____.. __..... __-_ _ _..__ __ _ .___ __.. . _ _: .._.. _ _.. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINE
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P O BOX 220
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. : + • + + + 1. . _ , _ 13. ALL BY TREQUI,REII) STAKOS SO BE INSTALLED.
SETD BY THE CONTRACTOR O
. , ; ; . ., ; ; . ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE
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i , OF PAVEMENT POINTSWITHIN 0.01 FOOT OF SUB-GRADE ELEVATION A
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. . i NOT MORE
-THAT SO FOOT
NIA OAS CO: [7T4) 520-2070
. , + . , ; INTERVALS. ADDITIONAL PAVING STAKES
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. : : _ 14 529-?B8�
// +_,,,�� , ? + MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR 21191 EAST BIRCH STREET 17 l
13lf?-__ _� .____ i _ � �_ : . _ VERTICAL CURVE AREAS.
. — . ; BREA. CALIFORNIA 92621
; i i i ; ; I -{ 14. SUB GK ADE STAKES DRIVEN TO THE )
-+� -I.-�4,-� _. _-.. _ _ ._..__� ___.._...' _ _. _ _ __ 1_... ...s PAVEMENT SUB-GRADE AC E ELEVATION,
. � . ..._._- _..... r-___ .....__ - +. _ : ..._.------ . _ . ._...... - ---- .+ •- --L—*- - . R
: �� ; SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL
+ �'(1 ; 1 T ALL HINGE POINTS EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT
.__-+-- ..—_.�. 1--- .. .s _.. : _-- - .. __..--r- ._•-.. - ...-...------____ ......r...__—_:._ .............i-- _._x.........._.r— -.._._....w.. - -.___-«. }---. ,.. .._- v _..i,— A.
BE SE
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$ INTERVALS.
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l DI IONAL STAKES MAY BE REQUIRED BY CITY ENG NEERS AS NEEDED
__.___ __ --- - _ _ .... ' ___' __. _— ____ __..._ _ _. _. _ _...... ........ 1 _ __._ - '_.__.-_«_. _._._..___._.1_ .__.w-.....—:' __ .. _ ._._. .... ..-_.J ._ ___
y AT WARPED OR VERTICAL AREAS. GK A/0 TS
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R S/�
M , O .: a _ dU/L NE
\ : : . - : _+ 15. IF THE ASPHALT )
. .
R Eln/l4
\ + } { ; S iALT CC NCRETE IS TO PLACED ON SUB GRADE, A SOILS WG•
_ __. - __ -I._.
�„ _ RI �WRGK SHAGG 8E 4b01 f,QvGTEO /N OoAlfcltM/�NC� W T
, . ,. : . : . \ :. { + } __ ; .; ; .:. __ _.. STE LANT REGISTEf2ED BY THE E.P.A. FOR USE UNDER A.C.� AND P.C.C. UR✓/L NEAR SID
D
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. i . Q i K LG . SHb wN ON THE
; . : , , + \ Q ; . • ; -t # "}_ SHALL BE UNIFORMLY APPLIED AT TFIE MANUFACTURER'S RECOMMENDED AG L/NE AA1,9 6,60PIS 5 A 8E A
- _.._ __. _... - _._- -.. ____i. . _.. _. _ _ i___. __ ._ �__ _;....
_ -- - + rt--__ _ _. __ .. _., _ - _ - - j - $-;- -� -3- _r -- i NO 304. THE NER
; } , , ; . + \ RATE FOR TH //V f/O Hf1� BE
i 6, 1 007 of 6V&j11� 6.4k �wr��,rs 5
' i E FULL PAVEMENT WIUTI I PRIOR TO PAVING
: : ; . : : . : \ + i r Pcltw /tRr2oc//1� of rKE i/NA
M $ l 1
, . _ ; , \ ; 6. ESTIn1ATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR N ESS/�Rr T f/T- 6- -I F/ELS
_ _jy __. _� ___ _ ___ _...... ._ -y_.._._._�____ ___ t .�.. -.- _-. 1 ...... . _ _ _ _. - __. .. .. ..__ _ S EG 6
, . ; Tt- : . THE CONVENIEN U ( MAOE
- - i v -' + _ CE F THE DEVEL )PER THE CONTRACTOR SHALL MAKE /N T//E fi'E�O /TKO AOJUSTEO /f` ,eC G
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} E Woi}2 n/SPI'- f}/�'O P ,TE T
. : ; . . , 1 ; : . ;_ r'PO YElJ'5 T// vBuG Cf /
+ ; . : + . 1- ; u1VN DETERMINATION OF CONSTRUCTION QUANTITIES BEELIKE GO O/
_. - -_ ___. - - - _.__. _ _.. .. -- - -
011^1-
, ; : + . • ; STUBMITTTNG A BID. N n L N ,-4 ,C P� o• , To /'/ivAG 6ON5r/�zvcJ/onr.TyE Pv� c
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I } p H�'l. P�/OC To �n'TiciPrE.o �iEL/0 rl/Si°E T
/' tiC. : .; : ; _ ., + r WI{ICN IS NOT SI ECl ICALLY LIS Ef W N THE EQ 11 h1D Tf(ESE r4 A //�l!/Af Df ¢v
. ; } .. , •G A � fir, E ES ATE OF QUANTITIES
-- « - — PROFILE SCALES E r� � w�
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_, - 1 _ 1 1 T ..._+ #. �ENoriF+'C1J 9/41
- ._..� ! P ! . WORK. E GNR�GES /pCE /L ra5�o To Ts/ CO�✓CEf' S/ E
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i i . EX SrwG AY' . . ,
Sl CONSIDERED AS INCLUDED IN TI IE OTHER ITEMS OF 1V E(/ �1/T M/t/o�
. { i 1 , i I -- 1 ; ± 1 17. CUNEI QCT ALL 111lLITILS AS REC UIRED 48 HOURS PRIOR TO EXCAVATION. ,V D PU9 ff/ /YG Tf/C p rZJ5E1'
;
THE
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f K R lO INSTA E A ON OF ANY PAVING, A MATERIALS RLP
_ 1 ; , _ _{ _ , ERT. 1��4 1IiE CITY ENGINEER, LISTING ALL TESTS OR /•�l/!<NIaES SILAGE
. i , . }1 i + ; BE SUBn1ITTED LTUTI AN AN
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78 �� VQ �/ n� DETER n11NATIONS COMPLETES) TO VERIFY SIEVE ANALYSIS D SAND !s 6140 N Td 7�E G/TY
a 83 . PLAN SCALE EQUIVALENT OF AGGREGATE BASE.
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EX/ST/NG' Z07-ZINE NOTE-CEA()TRZINE ST�9T/ONIN67 A,95E0 eN NZ-W Bi9,SEL/NE R0i V ALIGNMENT
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I V 9 � r r � r I 1 � ��f- /OL�9NS P/ 60°9 PEO BY L 11,9&16 ENG. �9N49 BOYL E ENG1NZ-ERING.
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I - . . O �� 7 b _ 6R,090/NG ,Dz,glvg 5a TR E1 fONSTRGiCT/ON NOTES h'ND EST/ISIA TED QUAN T/TIES
Ill APOPOSEO R�W 12. 00 S l CONSTRUCT 5'F/G Ol/ER 4"'AB PAVEMENT /4/6�"SF
- olh : W% Nk W - a-, IZ � T R 2 CONSTRUCT B"CURB `v/24"GUTTER PE/P C/Ty STD. NO. 303 /00 LF
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3 CONS7R T CURI//L/NE/R S/DEl�Y,9L A'PEiP C/TY STD. NO. 304 (W-5`) 750 SF
kM O '%k, Qo \p c�; a0 �' E1 4f CONSTRUCT,HAND/LAPPED ACCESS /PAMP PER C/TY 5 T NO.3/0 2 EA
,z% 0 9 O p 30' 0 k -c}p �� 0 k, A 5 5 CONSTiQ!/CT COMME/PC/AL D.e/4E A��.POWC1'�E.P C/7-1v STD.410.306 �i'10D/ .. lel/=30� 54 2 5 F
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P�POROSE,9 R� h 8 s o� 'I 4 °0 W CO, / �� - ti t7�(�� RST' 6 /PELOL/9TE E.Y/ST/416 POI�YE/P POLE. �Bi'OT.'/E•P� / EA
b , Z d O/Z 23 ,. 4 c� E 3 O E 7 REMOliE EX/ST/NG TREES ANO STUMPS 9 Erg
�o //t/ I h ,P=7 L /76 77 1 -� - 'J 1 ' , 0 2O I Z p N/ 1•� . I o , a_ _ _ 6 (h � V 8 T12 �/ d 8 JD/N AND FEATf/E�P TO THE SAT/SFACT/ON OF T.'/E C/Ty ENG/NEE/P
3. W � ,_I s ° � w ': S ���F % ��_ O 1 NOTE PROP/DE A B�PEAK/N THE fu9LL h JO O�p T 9 CONSTRUCT 8""TO 6"T�PArVS/T/ON !//PB ONLY 4/ L F
r\ QD - EX/ST P.C. I . v �'O SEEDETf7/L i9 N -, ` CP THE/P/W FOR FUTURE $ IO 0 T /0 CONSTRUCT LOC.9L DE/P,eeSS/ON PEEP C/TY STD.NO. 5/B / EA
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W /9 8 3 2 B ��1`�, C 9 ^ Z ^` BEL OW '�V PROPOSED fr oF'//A1Pl�TS. REMOVAL OF�Y,ql L W/TH/N I O // /90,/US T YAL 1/E CO!/E.P TO G RADE / Cf�
/n 2Q . _ `-- • - �a ^ / (', SEE DETi9/L B•, 4i THE R W. ,D' /2 INSTALL STOP
OF EKY/ST/ _ c� o PEEP BASE[/NE ROAD. / e STOP 8.9.P / E,9
//'�P/QOVEM TS _i - /B /3 ;�0' �° /� i3 (� /3 (h �I ON TI/E R/CHT CONCEPTUAL AZ/6NMENT. to n ,
Q / 7 3 3 \ 8/t3/.6¢END/iyyi'!/TS. /3 /NST,9LL B'"SOL/D T,P.9NS/T/ON STiP/r�E �050L F
___ -,e /g Z . , 21 /6 x k, I y h N o2 a/ ' 6-"`Y Exrsr. NL Y ,� �v of DETAIL B g INSTALL A,�,�oWs 2 E,9
r72 -.- ..
7 7 _ 80 -��� I e/_ r -- /3 /NE DAO N. 5. /5 MIS Tr9LL 4'SOL/O WH/TEST�P/PE /00 LF
_. -- T
-/2s' - dol 14 — __�_/ I — - — -- /6 INSTALL 4"SOLID YELLOW STR/r�E 50 LF
/7 8 .. (h s0" ti'I 1 /s 1 s, - -V)--- ;/ Rlw P/POPOSED � /MP,?0i11 ME/VTS /7 INSTAL L 4"SOLID DOUBLE YEL1 Old/ STEP/PE 6 35 LF
- _ _ A /S ��' _ _ /8 INSTALL TYPE "L"" /' ,VAP ER5 PER STD. NO. 406 6 EA
,r4 - — /7 i . FR%W E /9 INSTALL iN-8/�5/GN/°E/P STD.NO. 406 2 EH
NB9'49'2_1113'E S.L/NE,5'E 32 0' - ��� �(`� -- � 0 - r8
6 60 Zc/ .CONSTRUCT RE Ti'/MG WALL SEE GONAD/NG PLAN FOR DETA/L 5 C-4Z CUL A T/ON5) 12 5F
- __( EX/ST�
- �`""��— / 47' MR• 21 INSTALL GUARD RAIL PER CAL-TRANS STD. DRWG A-701-8 CLYOQD POSTS !OC L.F=
,3 tly/ -d° '--�-• 2io' /y /6'ro2s' INSTALL 9500 LUMEN H.PSV. STREET UGH I c EA
_ _ EX/ST. S /io) /O' /O /O /O 7' '
// O I i9 o� ' . R=Y.9R. 0.07°0 7 2.3 °o
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-�� �� E Lc �" /�/ �/ � ,� - _ 2' 8' YAR I TYP BOTiS/S/DES OF E>f/S T PAVEMENT
Q / `O l /,�2 /./2' 0.92 0.77' 067 2 TOi/'
FUTUrPE PIED119/V CURB
O K l SEE Jy ORT!/ T 7� 5 0.65' LEVEL ZINE
�- - Sf/ ET NO. U -. a �9/�o
_ �- / E.1'/ST/NG G/POUND
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PRIVATE ENGINEER'S N to o .► p . ` 8 , � J .
NOTICE TO CONTRACTOR BASELINE ROAD � �� 3 2 , oY,�, /, t -" CITY OF RANCHO CUCA11�Of A
� //07-02.5 EX ST/N
to h c PAEMENT
THE F.XISTANCE AND LOCATION OF ANY UNDFRGR0uND UTILITY PIPES on, FUTURE /MPROY£MENTS STREET IMPROVEMENT PLAN FOR
STRUCTURES SHOWN ON THIS PLAN ARF. OBTAIN►:D BY A SEARCH OF 6 7/ t� I R
EXISTING
RECORDS. EP AS HIST OF OUR E PLA S. T TICON ARF: NO v VASELINE ROAD
F.XISTINC U'fll.l'fIES EXCEPT AS SHOWN ON THESE PLANS. TIIF: CONTRACTOR � I l, _
IS REQUIRED TO TAKE. DUE, PRECAUTIONARY METHODS TO PROTI:C1 Till: ` _
UTILITIES SIIOWN AND OTIIER LINES OR STURCTURES NOT SHOWN ON TIIF,SE
PLANS. l) . v
\ TYPICAL SECTION sTA.77+e6.50 TO STA.83+06.00
ALL CONTRACTORS ANI) SUBCONTRACTORS PERFORMING WORK SIIOWN ON CUR!/E DATA � BETWEEN DAY CREEK CHANNEL
OR RF.I,ATf:D TO T'IIESE PLANS SIIALI, CONDUCT THEIR OPERATIONS SO TIIAT c , I NTS
ALI, FAIPLOYF.F.S ARF. PROVIDED A SAF1: PLACE TO WORK AND TIIE PUBLIC AND VICTORIA PARK LANE
IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY R 4 4 T T/. = 9 /P
WITH TIIF. "OCCUPATIONAL, SAFETY AND IIEALTII REGULATIONS" OF TIIF. U.S.
DEPARTMENT OF INDUSTRIAL RELATIONS-CONSTRUCTION SAFETY ORDERS". ,9' 7500' 3°x/49 3/" 506.74' 250.46 i 4G (/ , b ^\ STA.FiPOM 79fSf•S4 TO 9/t.!/.d'4 APPROVED BY: DATE'
TIIF. CIVII, ENGINEER SIIALL, NOT BF REPONSIBLE IN ANY WAY FOR TIIF. B 7,'s7 7' Q°'y2' IQ's ,92,7 ' 46.35' aD r1 1� �j��yti tr�� CITY ENGINEER RC
CONTRACTORS' AND' SUBCONTRACTORS' COMPLIANCE WITH TIIF a Q�3 3 7 Q
"OCCUPATIONAL SAFETY ANT) III'.ALTII REGULATIONS" OF THF. U.S. / , V� V I. 1
DF.PARTMCN"f OF INDUSTRIAL.RFI,ATIUNS"'CONSTItUC'1TUN SAFETY ORUF.RS". C /3.00 69057'03" 20.4/ /2,99 q0 O 0 0 O * DESIGN ECOMMEN;
1 �J \ ,7 , 13 1J \ .MORSE CONSULTTNC CROUP pRsZ �'7
o , i , .cnlw.c...vr��r.c.u�axn.ru�arrtcn.. Olt Nq ?'�wiw ^
CONTRACTOR FURTIIFR AGREES TIIAT Illi SIIAI.1,ASSUME.SOLE AND COMPLF.'FE; D /300' 89 5703 20.4/ /299 ;6 ,Cz,w �a �I C. �� -r
RF.SPONSIBLITY FOR JOB SITE CONDITIONS DURING Till' COURSE: OF 4860 IRVINE BOULEVARD,SUITE �QQ�� y0�
CONSTRUCTION OF TIIIS PROJECT, INCLUDING SAFETY OF ALI, PERSONS AND C A / 012'4-9
p�� p IKVIN CALIFORNIA 92720-1999 ti m
PROPERTY; TIIAT TIIIS RECtUIREMENT SIIALI, APPLY CONTINUOUSLY AND G 7✓`` 0 Q /2 4✓ 2O,I4 /'¢07 ' q p DRAWN n14j730.7117 � SHEET
NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR DETAIL A & � 2M
SIIAI,L DEFEND, INDEMNIFY AND HOLD THE: OIVNF.R AND THE ENGINEER / I� * Gp430� * / OF /
IIAItMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,IN CONNECTION N.T.S. CHECKED J?glfpF�p�1l �\� DRAWING 410.
WITH THIS PIIOJLCT, EXCEPTING FOIL LIABILITY ARISING FROM THE SOLE.
NEGLIGENCE OF Till:OWNER OR ENGINEER. DESCRIPTION OF REVISION DATE CITY LL.N! � r+ �+7 1 1 3b
APPROVED DATE 2 1r..r FILE NO
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