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STREET PLAN GENERAL NOTES
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1. ALL ww SHAM BE DONNE N ACOXIRDANCE in THESE PLANS , THE CITY OF RANCHO =mmSTANDARDS AND TFE
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STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WiTH o
AHD SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECiF1CATlONS _. _ m � -I.Q
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2. ALL Pi PUKES OR OF ANY KIND, IELEPHIONE OR POKER POLES, NATER WERE, VIEVi3, FIRE FiYDT�11S. H I GNL AND x AVENUE
ETC.. SHOWN OR NOT SHOWN ON THESE PIANS WITHIN THE RIGH`T-OF-WAY LASTS OR IN ADJACENT AREAS WHERE w
WROVEMENT
WORK 5 TO OF RANCHO (,'KAIAONC�ISHALL L BE ROAWED, RELOCATED, OR PROTECTED N PLACE AS REQUIRED AT NO COSTTO THE CITY z �.
3. MK CONTRACTOR PERFORMAMG WORK ON M PROJECT SFW.L FA1iR1� HHIMSEIF WITH'M SIZE AND %VU 1£ SOLELY a a � � 3 >
RACT
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHEiHIER
OR NOT SUCH FACIJiES ARE SHOWN ON THESE PLANS. STREET AND
STORM . DRAIN PLANS S.P.R.R. w S. .
4. A PERMIT SHALL HE OBTAINED FROM THE CRY OF RANCHO aMMIM MNEE M DOW61W PRIOR Ta ANY - LS-
ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR MWI Of WA`f. ZZ COMS- UCT 1CiIVE✓r- WAS14 D G12AM,irTE Co88LE L.S ni 2Y �DHr povME Lftv-' m"E PSR arY sml-mKRZ> Durx. Moa. 133oz BasE ROAD
TL Al GRADE STAKES SHALL BE SET BY 1W CONTRACTOR OR ENGINEER PAYING SHALL BE SET AT ALL H M POEM EDGE STONE WITIa 3 bIA. PLAHJTtat(� poGtrET Fad TgEES MWOCbL� Cvj04, Wt> FRR1� 'CO GfRAC� .
OF PAVEMENTS POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS ADDITIONAL M crry of �Ai 6WO C11CA1'OOAJG4 STD ?CARL 54Z Q iS ATfsl�ST SF R
PAVING STAKES MAY BE REWIRED BY CiTY ENGINEER AS NEEDED AT WARPED OR VERTICIL CURVE AREAS
,••: CASE 1 . t? 1' To T o3F-c1- LJQNDSGApE PL-At.IS, Qi ICI 5pwcuT Atvo REMoII� '&=TL y-f PC.C, c��Ilte wjtS GItA1Z6Z PW.1D p`G. PRV 'R. LS. W y LPROPOSED
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L Irl SEWER, WrM ElECTR1GN. OAS, PHONE OR OTHER UTILITY LXM M$ MANS, OR CROSSINGS SHALL BE CONSTRUCTED
PRIOR TO PAVING. Q @---(_OtV5Z0.l)LC-C P• N x
G.G. p.�sr� RAN`' P�.R Cited ��DPtRD RAN iO�L , 1�`A_
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7. COMPACTION TEST'S OF EIBiUNHO1NEMT TRENCH IIIiL1"L C�ACIM ORHCiN�1L 11R( W MID ALL Sus-SES ,' �`" %: �1 � E �J' 1 1 M A T E o.� � U A 1J T t T
SHALL BE PERFORMED AT NO COST TO THE CITY OF ROMCUCAMOWA. A WRITTEN REPORT WrTH THESE COMPACTION C 0 SIT {� L1 C T l � �l Ill O T E r7
TSHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR J�• I FOOTHILL �T 60 BOULEVARD
ESTS
SURFACING. �fi=
& AT THE COMIPLEi1Ot1 OF PLANING, A iMITER<AtS RET'OR'T SH1iLL 1£ S1IBLIi1Tm 10 THE CITY OF QigNEfR. LOSING ALL TESTS I I � 1�-cot15'TtzucT 8� cue13 Wf 9140 Gjt-(TTE� 1'>r2 c1TY -5T9 MA" lo�,,�--8. � �S LF
DETERMINATIONS COMPLETED M VERITY STA8i1fY, OIL CONTENT AND GRADATION OF ASPFNLT PAVING. I I a--CowsT P.G.G. GOMME2GIAL VIZIVE APrMA,611 HEEL CITY $TD FLAW 161-d (•see- tL.Aa re�r- 'WI) VA
9.
1. PRIOR TO MIALUMON OF ANY RNIVING, A MATERIALS REPORT SHALL BE SUBMRTTD M THE CiTY ENGiNEER, LI5 W ALL -CDI.ISTI'NAG? 41 WIDE SI1219WA04. PF-9 CiV *-TP MAU-13 1408 4009, IF.
TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R VALUE, SIEVE ANALYSIS AND SAND EQUIVALEM OF AGGREGATE BASE. , ' � ENt7wA i_L-
ttH PAVING SMALL BE PERFORMED N ACCQDE WITH R-VALUE AND PAVEbIENf THSiS TAKEN TO DETERMINE STRi1CNRIIL I I �1 a--G01.IS?<2�T et1Qg OMW061 CATCIA OAISIO PVIE CIT-? STO PLAQ 3oo.�3 -1�Nf I . ( p
SECTIONS LAT COMPLETION OF ROUGH GRADE). •m"ym - VICINITY MAP
I I j �a--COIJST2UGT I.oGAL DEPeE551o1.1 PZ✓>z CtSY 7'rO PLAN 30'1 , cAs>: igt MopSFtEU To DELL-t5 5' I
11. WHEN I ti1PRONEMENi S ARE TO tf PLACED ON NATIVE SOLS WHHICFI OOF1S1S15 OF ROCKY WTERI4L, THE SUS-GR�Ii SHAtL I F 0 r �p�_ 5eT 1 O F 3) N.T.S.
BE PREPARED BY REMOVING ALL ROCKS WHiCH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL I I I (�-ce5I'L5TOLAC14 311 A-c OYEZ -} A-0,-
BE
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BE FILLED WiTH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. U. l_ I . _ _ -� $ ALF
12. F THE ASPHALT COWRETE 15 M BE RAM ON SUB-GRADE, A SOLS SiERIUNT REGISTERED BY THE E.PA FOR USE (ts Z1ltrt --'�� 'J CATS o--COLI SSI I�G� T�11 Q.C.P �p- i�jpD� S�'O iM DEMO .
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UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL
PAVEMENT WIDTH PRIOR TO PAM. - - -, $�--e e u s-t CU CT 1011 � C C.P (b- 1250) 5 To1?M 170A 1 NfJ. 21 Li- S U 111 C S S T l l' 1 d T E S
13. EMMATE OF QUANTITIES IS PRCMDED BY THE ENGINEER O WY FOR THE CIMENTENCE OF TME OWNER, THE CONTRACTOR '� O--CO 1J 5TTZ U T VIP- iZA P M? : 05---TAIL 14F-CF--00. 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF
SHiLL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANRTiES BEFORE SUBMITTING A W. ANY iTEM OF WORK REQUIRED � 0► � � MALL CONFORM TO THE CAI-TRANS SIGN SPECIFICATIONS. TRAFFIC MANUAL. AND
BY THESE PIANS WHICH IS NOT SPECIFICALLY LISTED N THE ESTIMATE OF QUANTMES SHALL BE CONSIDERED AS INCLUDED _v Q IO COIJsT2UGT MA0140LE "MO CITY BTO. PLAIJ �1B -�-1a
N THE OTHER ITEMS OF WORK. - MAINTENANCE MANUAL. REGULATORY AND WARNING SIGNS OTHER THAN PARKINS
�_ f6Q sT 0Uc-T EN D WA L L PEE! VETA(L 1-1EVE-60. 11VHrI4 LOCKING 39FFTY O)M. �_�, � SIGNS SHALL BE MINIMUM 30' ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36'
14. STREET SONS PER CRY OF MOMCUMVNGA SDX MID NRAMERS 401 MID 402 SHALL BE CONSTRUCTED Q EACH � 11
� ELSEWHERE.
NTERSEC'110N. � 1(11 �INSTALL 4' 0* PVC. SDR- 35 DRAiN PIPE 10 Or
it QE'S NO
TY NIPROVX OF PLVS DOT ROM TW CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR i CA�'R`k#>�r" t. NEN AND RELOCATED SITTIS SWILL BE INSTALLED USING GREEN NON-PEFFORATM
OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQ0RED PUMA REVISION SHALL BE PROPERLY SUBMITTED a l�j 1I3ST A LL $T 14-15-19 T L-IGINT 50M LAMF-0'5 11-feV. 11115'TAUt.D iSY ScE. PAi17 r 6m1cD1aAT�--D Vf pceoos"Wr- 2. EA. UNISTRUT POSTS AND ANCFgR SLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL i1E
TO THE CiTY ENGINEER FOR APPROVAL Z'x 2' AND OF SUFFICIENT LENGTH TO EXTEND FROM THE TOP OF THE SIGN(S) TO
11L WORK SiTE AND EX1E" STREETS SHILL IE N A NK CLEAM AND NA M FTS ORDERLY STATE THROUGHOUT I / BETWEEN 6 AND 8 INCHES INTO THE ANCHOR SLEEVE AND PROVIDE 7 FEET OF
CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR p�U T WA TEL'_ VAtYic COJEe QUELL Zb P-aDE. ��>EA• j "RANCE BETWEEN( FINISH GRADE AND THE BOTTOM OF THE SIGN(S`) . THE
I (--A 5 S i f ANCHOR SLEEVE SHALL EXTEND 1 TO 2 INCHES ABOVE FINISH GRADE AND SHALL
t7. CONTACT UMDEJtGROOIND AM Rr 1-a,00-422-4133 AND THE FOLi OWING URINES COMIPANiES l� REQUIRED. 2 1NORHONG DRYS
PRIOR TO EXCAVATION. 1U 1111STALL W 53 11 i`lOT A 'et•�eo1.LyN �"'TeEET u PES �►L• 'C'¢A►H1S �G1FtcATto*(S �i { s,�. � 2 1/4' x 21/4' BY 30' LONG. POST SHALL BE ATTACHED TO THE ANCHOR
SLEEVE UTILIZING UIISTRUT CORNS BOLTS OR TWO MrSTRUT DRIVE RIVETS AT
it THE FINAL SURFACE LAYER OF ASPW(LTO CONCRETE ROOM PKVEiAENT SHALL NOT BE PLACED UNTL ALL UTILITIES AND $ PELV-,;P- AD /a6-ri<'S, aloes-cam: _ - - RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO POST USING THE DRIVE RIVETS
U11UTY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, UNTiL ALL ON-SITE GRADING HAS BEN COMPLETED, AND ALL h i7 OR OTHER CITY APPROVED TECHNIQUES. INSTALL R26, R26(S) AND NEIGHBORHOOD
UMACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLiCED TO THE SATISFACTION OF THE CITY WATCH 3 3 MATCH slsNs ON GREEN .U. gNAAtTNEL POSTS.
3/ S. PR>IOCEDUFES FOR PAINTING AND STRIPING AAD PAVEMENT MARKINGS AND
INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD
83EC71CATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 EDITION AND
OC THE FOLLOWING PROVISIONS
W
W A (� d PALM AMD Ail DETAILS AM VDIEtNSIONs FOR TRAFFIC STRIPES AND
• STORM DRAIN GENERAL NOTES ► f.- �-.5 � MARKINGSSHA.'- COW" TO CALTRANs STANDARD SPECIFICATION,
O MANUAL. MAINTENANCE MANUAL AND CITY STANDARD PLAN 133 UNLESS
r SROM Z N OTHERWISE NOTED. PAVEMENT LEGENDS SHALL CONFORM TO CITY OF RANCHO
1 cucAMONsA•s MAINTENANCE STENCILS.
1. ATL WORK SWILL HE DOZE N ACMMM WITH THESE RAM TRE cfff OF RANO m cirmo a SEI~Nwm AND TEE LEVEL L INE N QI
N ARD PIECMONS FOR To THESE ANS AND SPE OR SHALL BE FAMILIAR WITH _ U o &0.H3 Z 1 rR4X SCOPE ��� �C STRIPES AND MARKINGS THAT W NOT COWER IM TO THE
L ALt PIPflJHES OR OF ANY KIND. TF1fPFHOFiE OR POAIER POLES, WATER METERS, VALVES, FiFrf HEYDRAI•iTS, 2.00X 0.00 9R� 0.00 � PLANS SHALL BE REMOVED BY MIT SANDBLASTING.
ETC, SHOWN OR NOT SHOWN ON THESE PUNS WITHIN THE RICHT-OF-WAY LIMITS OR IN ADJACENT ARRAS WHERE , _ *, TFE COPIRACIum GHALL FURNISH THE NECESSARY CONTROL FOR ALL
WROWMENT WORK 6 TO BE DONE SHALL BE REMOVED, RELOCATED, OR PROTECTED N PLACE AS REWIRED AT NO DOST 54x3m �ATc 1 8•c?. ::Y •. ; __ _ _ _ __ _ _ _ _ __ _ _ � 'i S f� p POINT
STRIPING MAWINss AND SHALL BE NS THE TCO
TO THE CITY OF RANCHO CUCAMONGA G _-
3. MK CONTRACTOR PiRFORMRRO WORK ON THS PROJECT SKL FAIL HIMSELF WH THE SITE MID SHALL HE SOLELY Y4 X6'' lfe' 1A QBE L
AND ACCURACY THEREOF TO THE SATISFACTION OF THE CITY ENGINEER.
RESPONSIBLE FOR ANY DAMAGE TO DMING FACiLlT1F5 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER LONG(,'RCV SIG. i(1 � -- - 13 SPOTTING SHALL IF COMPLETED AND APPROVED PRIOR TO REMOVAL OF ANY
OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. N/uGEs -
80LT �N/ P 4i
4. A PERMIT SHALL BE OBTAINED FROM THE QTY OF RANCHO CUCkWWA WNEEHONG iIEPARTMEM PERIO R M ANY ro CO�lCcerE ;' ' �\ / ATIp1J Z+3(,.to Tb -3 OD EXISTING STRIPES. HER ONES STRIPES AND ASE SHALL
SHALL BE REMOVED
. PRIOR TO PAINTING NEW ONES. BUT IN NO CASE SHALL ANY SECTION OF
ENCROACHMENT OR CIJNN5TRL1CT10N WmRN THE CITY OF RANCHO CUCAMONGA EASEMENT oe R)4kl OF WAY V
eLD WALL 0 A K CREEK C 0 U R T TYPICAL S C i 0 N StF�T BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN 24 HOURS, OR
L ALL SEINER, NATER ElEC1EaCN. PAS, P'H110FE OR 01HiER UTl[!iY UTERNS, MAINS, OR CROSSINGS SMI IE OOgSTRUCTEO 5L P �✓ LOCK !sArl✓. t2 0TATi
(3) �R. /p" 5Cy.40 G•4 1 ` fo�� E ___-- - _ - - --- - OVER WEEKENDS OR HOLIDAYS.
PRIOR TO PAVING. \� E �� f �. rc ` - - _ T s 5 _ .�} 5TOEFT TVEE WSTALLArroQ 140TES .
E COMPACTION TESTS OF E3IBANKIiE7NT OONHSTRUCTIONL TRENCH BACKF[i. OORPACTiNG OERIO;aFpiL dId(1NID Aro ALL SIle•-GRADES % V /` 1 =
SHALL BE PERFORMED AT NO C05r TO THE CiTY OF RANCHO aRAMONGA. A WRITTEN REPORT WITH THESE COMPACTION { I i� ALL STREET TREES SHALL IEEE PLANTED IN ACCORDANCE TO CITY STD. '.��PL�l1$
TESTS SHAM BE SUBMITTED TO THE CiTY ENGiNEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATH3RLAL.S AND/OR
SURFACING , `
eM
7. ESTW ATE OF Q WMTES N PROVIDED 13Y THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CWTRIXIM f g a y n L ANS See a yes AS "MTMM TO,+bAROSCAP"I£TATES•.-
SIYiLL WiLE HIS OWN DETERMIiNATION OF CONSTRUCTION QUAMTTIES BEFORE SUBMiri1NG A BD. ANY fiE11 OF WORK REWIRED pp � Q •�+• � / �/ II
BY THESE PLANS WHICH IS NOT SPEOFTGILLY LISTED N TTE ESTIMATE OF QUANTITIES SHALL BE CDROM AS INCLUDED tSi 1
N THE OTHER ITEMS OF WORK � � a � � ` � ; c d PRIOR TO CDf+ETNCEFENT OF ANY PLANTING. AN A6RdNOMIC SOILS REPORT SQUILL
4
)� BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT
B. QTY APPROVAL OF PUNS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS 1
DEFICIENCIES MAY REWIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY
OMISSION DISCONEREDFOR D APPROVAL CONSTRUCTION.UPON REQUEST THE REQUIRED PUN REVrSiONS SK41 BE PROMPTLY SUBMITTED - --- - q �� v FIRE VeV ETT
TO THE THE CITY INSPECTOR.
�'o euc wl
IL WORK SiTE AND EXTERIOR STREETS SHALL BE N A NEAT, CLfiAN AND HI MV FREE, ORDERLY 5E7RE TROK"IT CONSTRUCTN3N. ` 10 �o ' ". - mw-- 644 Y 3b N j
SRE SHALL LE GX.EANED UPON REQUEST of THE NSPEcn>!R. �I �� n V ,� _� <i W J \ STAT L O N N4 ALL STREET TREES ARE SUBJECT To INSPECTION AMO ACCEPTANCE BY THE
•l �i $ 4 V q - _ ENGINEERING DMSION.
t0. CONTACT ALL UiLITY COMPANIES AS REQUIRED 2 viery-1 4 OM F916_ TO W"ATto►.1, �vAVW FbC roUrt d%NsxJfrz0c e f �1 I �I y �1 W WATCH F 0 R
ACE T14E MLLM.111.S1�. t` y 11 STREET TREES ARE TO Hw: PLANTED PER PUBLIC IMPROVEMENT PLAMH ONLY.
JL GENERAL 7EMVNEFOR UNDERGROUND �M-4132 °��, $ TRUCKS �- _ _ >�,EsErNOSYMBOL _ICAL/ COMMON _
HEL SOUTHERN MOM GAS COMPANY M-2381 M f ry a OAK CREEK COURT -PLATTAAN!US AfERIF0Likf Ek 30. C. SIZE Mi.
n1)U.GSW
211111 E. MrH STREET P114) s29-7070 V ,��' swZt-t siGjW �a'�A�1•- I f sPOGa;
� CAUFORNIA 92621 0 T E S �' -
. tZs IV�ir) 1� ,u v �•�e> teMNl?9iN�lE � EA. 5
G MOMONIGA COUNTY WATER M7RCr 1714) 987-2391 1.) TYPE OF CTP CA? ,. Se>;isi4aniq i �sirft avrvO �►EVE.oa BRACUYCIIlTa1J
RDMO AGEKTFoLILIS�
9641 SAN BERNAROAD a)�>:yLIL.aR QdA1z�Y sToiJlc �
MNCHO CUCAMON(rA, CALIFORNIA 91730 .+f_ _ �t 1� AUSTRdLTA►.l FLemE T'RF.E
F.)poUUOED Co1SBLE5To�lE I `
tIASSIFICATI00: 11/4 tan (LAc+Le--,s O'Tkcr*nse Src-.fied
Z.) PLAcEMEL1'T
25M ESHM WME TO .0 MICA. 17EPTO illi Tuge, AVy sToOg SIZE $ Y v /
k) r-OCL-S AM TO tSE. RACED SD AS To QEVIs6D STREET t STORED �ealN PLa►J L P�Ftt.E. IZEYISED
1HE EDMIENCE AND LOCATION OF ANY UNDERGROUND UTVR PM OR SnWTTA'tES SM" OR TRIS PL* /N� l A PF-ZeD DETA'LS HERE-61,1. ADDED Su?. 3 OF 3. T?EVISED �• a. + n
ARE OOgrAVNE D BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 1?rto v um A M i W i M U M OF V005 0 , t ` T,4- T W OT C&S .O .
DWNG UTILITIES EXCEPT AS SHOWN ON THESE PUNS. THESE PLANS ARE NOT UNTENDED TO SHOW G.)SUI�iFAcE �QCY-S CDNJC�ETF. SIIAL,L PPdTI?uDE A
INIONS of ELECTRICAL, LANDSCAPE IRRIGATION LINES, Ery. PER PHS I CONSTRUCTION. THE ' Or DESCRIPTION OF REVISION DATE emovo
CONTRACTOR SKI TAKE DUE PRECAUTiONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURE ro AT LEAST � THEM VEIN PIME0510NUJ- u v
SHOWN ON THiESE PLANS OR NOT. a) IH'IP IEAP Hs To Be PLACED 6VFr- WATUCAL_
Al CONTRACTORS AND SUBCONTRAAc M PSWORMftNG WORK SHOWN OffDO ON REDOM MM PL/MIS 159PVh-1 . ole. IT MANY HON✓ CiF-COTED orz PLACED �2° CITY OF RANCHO CUCAMONGA
SHALL CONDUCT THEiR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORE( AND MEM- A GICAVIEL. 0EDDIQe7 A5 i✓EOUIZzE17 ~ a
THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WiTH THE OR DETEH'MiIJF-D BY TOE SOILS EFIJGIli,1E'E2• /�
"OCCUPATiONAL SAFETY AND HEALTH REGULATIOW OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE � (j�
SWE OF CAUFOOFRNIA DEPARTMENT` OF IND'.15TRIAL RELATIONS' 'CONSTRUCTION SAI'm MORT. � ' I J00ki.
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE N ANY Wff FDR THE CONTRACTORS! AND scWX- ovr&Fr eNIR uw�zz / � i P STREET AND STORM DRAIN PLANS
TRACTORS' OXNJPLWNCE WiTH THE'OCCUPATIONAL HEALTH AND SAFETY REGULATIONS' OF THE U.S
C�OARTMENTON SAFETYOORRDE .THE STATE OF CALIFORNIA DEPARTMENT OF INDUSiRIAL RELATIONS' SI I► p � T A 1 L O A K CREEK COURT
COrNTRACTOR FARTHER AGREES THAT HE SWIL ASSUME SOLE MID OOMPLM RESPWI8Rf1Y FOR JOB / TITLE SHEET
SRE PERSONS AND PROPERTY,DURING
HE COURSE STEMS RE F CONSTRUCTION AF THIS
CONTINUOUSLYOCT, INCLUDING WM OF ALL AND NOT BE UIIrTID \� iIAYt?,`t1 `'�� K '.S["AM-0 4 140 . j
t Q h..
TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNITY AND HOLD THE � 11 v 'c =
CO�NNECTiOON ND WITH�PERFORMANCE OF OF FROM
ONNTTH THIS PROJALL ECT,, REAL OR EXCEP`TINNG ALLEGED,
R LIAIABILNITY ARTS- ti''t G ? CITY BNGINEB� • `' -- J E
�� �� ` r = APPROVED BY: A
��. �.,: •- B.C.B. No.B495`5
NG FROM SOLE WGUGENCE OF THE OWNER OR DNGMEFR
a N o 2 9 2 2 4 ".' IJT�[ DFRBISH, GUFRRA do ASSUCIA7'ES RECOln DRD
THE QUV MTES NOTED ON THESE PUNS ARE PROVIDED BY THE ENCINETR SOLELY AS Mi ESTWATE Z ; CIM INMI>i8R4
OF THE AMOUNT OF WORK FOR THE CONVENIENCE OF THE CiTY OF RANCHO CUGIMONGA L
REDEVELOPMENT AGENCY, THE CON7R4CTOR iS HEREBY NOTTFTEDD TO PROVIDE SAID AGENCY WITH FMS � �� BS:tI Dl1CA lV6ROT3 SEEPS 150
OWN BID BASED ON HITS DETERMINATION OF QUANTITIES AND A COMPLETE JOB.
_ p�4�f`-!Y. ••0��\ 11� D LIC., CA P1736 �� IV-4W slur Y
CATCH gas N �� ��
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DESCRIity
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PTION OF REVISION DATE JAPPROVE10)
4U1TE1' VJJ 0VFeFl4w PER � 3 4VA" . J
PLAN CITY OF RANCHO CUCAMONGA
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DATA SGNEDULS \Ljj
S . ° OAK CREEK COURT
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g�- caJST>zt.1c'f t 8 � e�.P. ( 1Z ) ,/ DATE.
@>-a6& Tl'34 054 4L&5' ILII' �---Co►JsTF-LILT NSM. Pla. of CAP AT OIM rscMET t40TF-V 5EF- DETAIL Z4MrT 1.) _ ��� � � CITY ENGINEER ,4z, 'I,• ��i(.P.c� � �s3
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CO1.15?'>!4GT WOv/p.11. !'EIz DETAIL/ SNE;`T 1. � � � E' sGF CIVIL ENGINEERS
o-- 11Z.d0 15 00 00 1}y5 1932 Q Z� 8331 1377CA AVENUE SUITE 180
o-t8Z00� Lf'OC�'S?" 5�7.G�?�� /2 INSTALL d SDR 35 DRAIN PRE L'�W 9 DRAWN SHEET e
?49�� C� S`Tb12N1 17L�IsT� /� �\ I►1aT�s� c►ti'Il_1 Aervt � ' a.�11IAT«I teissi—Z�61�1(51-��$-- tETAfi6-3tML�EE--{--- - Ne. 29224 �; J.C. R. C., CA 91730 (714)487-4306 ,
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CONSTRUCTION NOTES
PORTION 0 70,00'.,
- o ~ CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY STANDARD PLAN 104, A2-8.
. cJ C9
4 ♦ 2�-- CONSTRUCT P.C.C. COMMERCIAL DRIVE APPROACH PER CITY STANDARD PLAN 101, TYPE C.
P. .= P 1.=1335.78 o` '�' v °' W 3�- CONSTRUCT 4' WIDE SIDEWALK PER CITY STANDARD PLAN 101 (TYPE C) R 103.
. v ` CONSTRUCT CURB OPENING CATCH BASIN PER CITY STANDARD PLAN 300 (SEE DETAIL, SHEET 1 OF 3).
P.I. > v + 'n + M 5�- CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD PLAN 307, CASE "B' MODIFIED TO DELETE 5' TRANSITIONS (SEE DETAIL, SHEET 1 OF 3).
IL QL Ih 0a rn Z$ 1
a m f o „� c M M - 6a CONSTRUCT 3" ASPHALT CONCRETE OVER 4" AGGREGATE BASE.
• I" W) Q V p N1 M M
a > ^ ~ + m C-4
co 0. 4% - 13 INSTALL 5800 LUMEN N.P.S.V. STREET LIGHT. INSTALLATION BY S.C.E. PAID FOR ANO COORDINATED BY CONTRACTOR.
CL 00 C) + N i[j M O M 1 6 E STI Ci .L.
• 5 ADJUST WATER VALVE COVER AND WELL TO GRADE.
+ o o M v, "' N AN. GR =0. 9X PRP E F.L.F
e
4 16 INSTALL W-53 "NOT A THROUGH STREET" SIGN ON POST PER CALTRANS SPECIFICATIONS.
iwl v-101 2• AN. GR =1. iX 17 INSTALL STREET TREE PER STREET TREE LEGEND AND NOTES, SHEET 1 OF 3.
- _
• • Ci ►i • • 18 ADJUST SEWER MANHOLE COVER AND FRAME TO GRADE.
- P. =1 35. 5 > J
19 SAWCUT AND REMOVE EXISTING P.C.C. CURB t GUTTER AND A.C. PAVEMENT.
U U
PR PO D F. v vs z 20 CONSTRUCT P.C.C. ACCESS RAMP PER CITY STANDARD PLAN 102.
ORO>. j in En + 21 PAINT DOUBLE YELLOW LANE LINE PER CITY STANDARD PLAN 133.
1 n D CONSTRUCT RIVER WASHED GRANITE COBBLE STONE WITH 3' DIA. PLANTING POCKET FOR TREES PER CITY OF RANCHO CUCAMONGA STD.
,ti PR PO ED C. F + M h h PUN 542, CASE 1. REFER TO PROJECT LANDSCAPE PLANS.
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'r CONCRETE COMMUNITY TRAIL SIDEWALK PARKWAY o Y i
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• • • • CONCRETE BLOCK WALL AND GRADING I U
PROFILE SCALES' PER PRIVATE GRADING PLANS I P.V.C. FENCE o
HORIZ. I "=40' G F. I I
20 MAX.
VERT. 1 =4 �-� 2-°% 2•o�x (2•ox
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COMMUNITY TRAIL AND SIDEWALK CONSTRUCTION
PER DAY CREEK BLVD. STREET IMPROVEMENT EXISTING GRADE
PLANS, DRAWING No. 1665.
O� I I (REFERENCE DETAIL ONLY)
� DAY CREEK BLVD. TYPICAL SECTION
I 5 y PAINT C. RED PER 20`8 60'70 I REFER TO DAY CREEK STREET IMPROVEMENT PLANS, DRAWING No. 1665, SHTS. 1, 3, 4, OF 39
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CITY OF.R.C. SPEL`S. 41.57
51.57' , I
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's � � � � �A=27-35'03"
R=300.00' H�-R=61.00'
1{ W . " • " I
_TTP, '� i I(T W W I ('� �_2735 03 �=210'00 00
1"=40' \ y a� 2 v L-144.43 L=223.58
\ T=73.64'
p f II n II 1 Y c J R=50.00.
�- 1
m a-R=35.00 " 0=210'00'00" I
I o- E < <; Dr90'00 00 L=183.26
N � I ' 1 ;' B U c C! L=54.98'
1 �,' I +. I T=35.00'
II u > 1 r \ Mt r � Ka-R=96.00
2' °+° I•r 0=22'41'01"
o F �j G• ,� , ' G• +a �"� C R=35.00' L=38.01'
�, G. 6 g �Q 0-91'00 36 T-19.26
s j� G+ ,► 'chi _/ 22 1 ��•h1• 18 e,'S1 % LL=55.59
Q p� T=35.62 R=107.00'
6 �� 15 Z 0-22'41'Oi"
•. ( c3 u 1 37 E.C. (1.7X)
C N 1 ' ; (� D�R=333.00' L=42.36'
' F V,C A ~'- 21 3+4100 + 19 �--� X23'06'32" T=21.46'
5 4 Cb. Sta. 1+03.50 C.L C.B. 535 7. 2 V1
�--- � 22 G p TL=134.31'
W=4.00. V=4.00 -
T.C.=33.42, F.L=32.42 - Z•�5% - _ 2. 04 T=68.08 �R=267.00'
L• 22 Q A=19'54'02"
5� L=92.74
3 _ TVP. kg6 5 Aa 2 ;r, ti 20 l� E�R_322.00' _
.5 " > �_ I I A-23'06'32" T-46.84.
17 22 F•`' r 15 N x , I .� col
L=129.87'
� T=65.83' N R=278.00'
'` ; '� •Al an M I I ��19'54'02"
U I 1 I Fa-R=96.00 " L=96.56
�d K �10.31'29 T=48.77
22 f.$3 .o o ► M ^ao I I L=17.63
DO .r ���r° ` ' •.��, I I I U C T=8.84
JJ x +`� " Ii
i +ci I I Z G R=107.00'
f ! ! y M I I . " I
lr '
0=10'31 29
� a�S' PAI�1T\C.F,� RSD � 60.72' � L=19.66' I
- R
-\--Cb. Sta. 0+16.15 NORTH T.C.- - * '�' \ CITY OF' C. SPECS. 9.12' I 51.60' T=9.86' {
=Cb. Sto. 0+21.23 SOUTH T.C.
=Cb. Sta. 0+21.23 SOUTH T.C. I I I
END SIDEWALK, St. U. ��0% ' . ' 13 �
\ k�1 1 I T �"
�0 / I 1 A ADDED THIS SHEET. z-w--
H x '� x ' / I W I w BY: D.G.&A. 1/08/04
[j]
f ----� \ �'� I I I z m Q �' DESCRIPTION OF REVISION DATE COVED
I ,
CITY RF RANCHO CUCAMONGA
� 1 N w U*)
W I I PLAN & PROFILE
OAK CREEK COURT
STREET & STORM DRAIN PLANS
FIRE STATION No. 3
OAK
C�EK COURT
APPROVED BY: DATE Q�OFESg�OjkA
�o \�� MY ENGINEER B.C.B. No. 24953
PROYECT BENCHMARK:_ ,��� �� �'P•P �� DESIGN RECOM D
i
--
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165:
W 3'�••� m DGA � Dan Guerra
DESCRIPTION: CHISELED '❑ " ON TOP OF CURB, FRONT °C R.C.E. 2 24 A • 1
OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 DRAWN & ASS�G�ales SHEET
MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B s DGA 3 op 3
CIVIL
ELEVATION: 1224.855 rf OF CA F CHECKED 10271-B TRADEMARK STREET DRAWING No.
RANCHO CUCAMONGA CALIFORMAI 91
CITY PH(9D9)987908 FAX(909)941-1628 1470
C- 8
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