HomeMy WebLinkAbout1649 CITY Of RANCHO CUCAMONGA GENERAL NOTES
1. ALL OURK SHALL BE DANE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
CUCAMONGA STANDARDS AND 7H£ STANDARD SPECYF/CA ROWS FOR PUBIC Mt7RKS
6th STREET A OWSUB./ECT S/TE CONS49til NN - CURRENT ED/nCW INCLUDING ITS ANNUAL SUPPLEMENTS OI-
AMENDMENTS. CONTRACTOR ShALL BE FAMILIAR WTH AND SHALL BE RESPONSIBLE FOR
ADHERENCE TO THESE STANDARDS AND SPECI17CA AGNS.
Q R1 VA TE 6 TREE T IMPRO VEMEIV T FL A/V8
R
Q � 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WA TER
v METERS, VAL WS FIR£HYDRANTS ETC. -wow OR NOT-wOWN GW 7HES£PLANS METH/N
THE R16HT-Of WAY UMTS' OR /N AD.NC£NT AREAS #HER£/MPRowwwT wwK /S TO BE
TRA C mr MAPOI DANE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED 1N PLACE AS
Q15727
REIX//RED A T NO COST TO THE C/TY OF RANCHO CUCAMONGA.
4th STREET OWNER/SUBDIVIDER C/TYAGENCY
J. ANY CONTRACTOR PERFORMING WORK ON THIS PROLECT SHALL FAMIUARIZE HIMSELF
Bir CORNERAO/NTE257, LLC C/TYOfR4NCHO CUCAMONGA WITH NE .97E AND SHALL B£ SAC£L Y RESPONSIBLE FAR ANY DAMAGE TO EX/SANG
ij FACYL/AES RESUL nNG D/RECTZ Y OR IND/RECTL Y FRAM HIS CRERA 77ONS, WHETHER OR
ora�024005 VENT CAL BOULEVARD 10500 CMC CENTER OR/VE NOT SUCH FAC,YUnES ARE SJYOWIV ON THESE PLANS.
Freewa G4LABASr9SCAL
, /FORN(A 91302 R4NLYI0 CUCAAIiDNGA, C4UFORNL4 91730 CUCAAIONGA CORNERPOINTE
TELEPHONE.• (818) 591-2500 TELEPHONE.• (909) 477-2701 4. A PERMIT SHALL BE 097A/N£D FROM/ THE CITY OF RANCHO CUCAMONGA PUBLIC WgRKS,
1
ENGINEER/NG DEPARTMENT PR/GYP TO ANY EwRoAGYIM£NT OR CONSTRtill WITHIN
CIVIL ENG/NEER SO/LS ENG/NEER ANY CITY OF RANCHO cucAMANGA EASEMENT OR R/CHIT--or WA Y.
5. ALL GRADE STAKES SHALT BE SET BY 7H£ CAY7RAC7oiR OR ENGINEER. PAVING STAKES
IOCKMAN&ASSOCIATES IAMND FOUNDA 77ON ENGINEERING, INC. SHALL B£ SET AT ALL HINGE POYNM EDGE Or PAVEMENT POYNrs W IN/N 0.01 FOOT OF
VICINITY 1�/ MAP 10281 A TRADEMARK S7REFT 1310 SOUTH SANTA FE AVENUE � � i SUB-GRADE EZEVA 77OW AND A T NOT MORE THAN 50 FOOT INTER VALS• ADD/nOWAL PA VING
r I�iRANCHO CUCAMONGA, CALIFORN14 91730 SAN MCINT0, GIL/FORN41 92583 l STAKES MAY BE R£OCARED BY CITY ENGINEER AS NEEDED AT WARPED AR VERnCAL CURVE
SEC77ON 15, TOWNSHIP 1 S, RANGE 7 W, S.B.M. TELEPHONE (909) 944-6988 TELEPHONE (909) 654-1555 AREAS
�1�,T,$, 6.
ALL SETTER, WATER ELECTRIC, GAS PHONE OR 07HER U77LITY LATERALS, MAINS OP
6th STREET CROSSINGS SIULL BE CONSTRUCTED PR/A4 TO PA ONO.
7. C wACnOW 7FSTS OF EMBANKMENT CYwsmuCmCW, TRENoy BAcwnLL, c6wpAC77NG
INDEX TO STREET IMPROVEMENT DRAW/NGS ORIGINAL GROUND AND ALL SIB-6RADES ShALL BE PERFORMED AT NO COST TO 7HE CITY
OF RANCHO CUCAMOIGA. A WRITTEN REPORT IWTH THESE COMPACnON IT-STS SKULL BE
SUBMIT w TO 7HE CITY ENpNEER/NG FOR APPROVAL PR/AR TO THE PLAcrm6wT OF BASE
PR/VA TE ENGINEER'S NO TICE TO CONTRACTOR(S) SHEET 1 777ZE SHEET NA7FR/ALS AND/OR SURFACii
1. ALL AVAILABLE RECORDS FROM THE CITY AND U77LITY COMPANIES INVCL- WD HAV£ BEEN SHEET 2 TYPICAL STREET SEC77ON AND KNUCKLE DETAIL 8. AT 7N£ COMIPLEnOW OF PAVING A NA7ERULS REPORT SHALL BE suawTTFD TO 7NE
INVESAGAIFD AND ALL KNOWN U77LITY C6NOUI73' AND SUBSTRUCTURES ARE SHOWN CYTY ENGINEER. USANG ALL 7ESTF OR DEI5RM/NA77ONS COM°LETED TO VER/FY STABIUTY
HER£OYV. /T SHALL BE THE RESPONSIB/UTY OF THE CCW7R4C7VR TO LOC47F ALL SHEET 3 PLAN and PROf7LE - SPRINGBROOK DR/V£ Sto 4164.64 to Ste 8*94.66 0YL CONTENT AND GRAOA nON OF A.SPHAL T PA NNG.
UTILITY CO illTS AND szes7RUC7UR£S -wOWN OR NOT SJHOWN ON THESE PLANS. PLAN and PROFILE - CEDAR GLEN PLACE; Sta 1+45.00 to Sta 3+00.00 9. PRYOR TO /NSTALLAnOW OF ANY PAVING, A MATERIALS REPORT SMALL BE sufiwnED 72
7NE CCPV RACTOR ShALL BEAR 1N£ TOTAL EXPENSE OF REPAIR AND/AR REPLAaEM£NT THE CYIY rwwa7P. LISTING ALL TFSTs oR LaETERM/NAnl COMPLE7E71 TO VERIFY.• RL
OF SAID UAL/TY CONDUITS AND SUBSNUCIURES DAMAGED BY HIS OPERA 77ON /N VALUE SIEVE ANAL MS AND SAND £QIU/VALENT OF AOGREGA 7E BASE
CONNECnOV W1TN 7N£LIANTS OF 1N/S PROLECT. PCWPYFIELD COURT
10. PAVING SHALL BE PERFORMED /N ACCORDANCE WITH R-VALUE AND PAVEMENT IFSIs
2. EA7577NG U77UAES SHALL B£ MAINTAINED IN-PLACE BY THE COW7RACTA4, UNLESS TAKEN TO D£IERAME S7RUC77JRAL SEC77CW5
OTHERWISE NOTED. RELOICA77ON OR REMOVAL OF ANY EXISTING U77LI77ES NOT
CDVE/RED BY 7NESE PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECnON OF 1 � 11. WHEN AI/PROW10ENTS ARE 70 BE PLACED ON NA AVE SGML WHICH COWSISTS OF A
71HE RFSPEC77W UAUTY OWNERS A T INE EXPENSE OF INE DEV11CPER ROCKY MA IFR/AL, 7HE SUB-GRADE SMALL BE PREPARED BY REMOMG ALL ROCKS WH/CH
J PR A -
OGY(NIEW
077PUDE ROVE THE 5718 GRADE AND ALL Vt7VOS AR OEPRESS/OVS SHALL BE FILLED
W BR
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRE SERVA nON OF ALL, 1F ANY, Cr ShAD0W8ROOY DR. 2 WTH A FINE 6RADE MA lERYAL OF A CY/AL/TY BUTTER IRAN INE NA AVE MA TERUL.
EVS77NG SURVEY MOWUM£NT 5 J W
2 12. IF THE As HAL T CavcRE7E IS TO aEE PLACED OW SUB-GRADE, A SOLS STER/LANT
4. 7H£ CAN7RACTOR SHALL POSSESS A VALID STA 7F COW7RAC7GR S LICENSE AND SHALL W Q REG'S7ERED BY 7HE E.P.A. FOR USE UNDER A.C AND P.C.C 9YALL B£UNIFORML Y APPLIED
BF RFOUIRED TO POSSESS A VALID arY BUSINESS LICENSE #NILE RETIFORM/NG WORK AT 7HE MANUFACIURER^s RECOMMENDED RA 7F FA4 THE FULL PAVEMENT WID7H PR/OR To
ON 7HIS PRaFCT. 'K �" PA MG.
/NG H£ARTHSI9E CT. 13 ES77NA7F O=" O1ANnnE3 IS PROVIDED BY 7NF EWpN££R ONL Y FOR INE COVVEN/ENCF
5. 7H£ CCN7RACTOR SHALL BE RESPONSIBLE FOR OBTAIN/NG ALL REWIRED PERMITS OF INE O£VEZARER, THE CG0V79AC7VR SHALL MAKE HIS OWN D EIERkWA ACV OF
PRIOR 70 COMMENCEMENT OF ANY WORK COVERED BY NESE PLANS. M
CLWS7RUCnOV IX/ANnnES 815`A?E SUBM/177NG A BIO. ANY ITEM OF NOW REIXI/RED BY
THESE PLANS WHICH /S NOT SPECIf7CAu Y LISTED /N THE£SAMA TE OF WANAAES ShALL
6. 77I£ CON7RACTOR(S) AGREES THAT HE SHA I, ASSUME SOLE AND COMPLET I-K BE CONSIDERED AS INCLUDED IN 7RF 07HER 17EMS OF WORK
RESPONSIBILITY FOR " SITE CGWD/770NS DURING 1H£ COURSE OF COW57RUC77OW
OF THIS PROLECT, INCLUDING INE SAFETY OF ALL PERSONS AND PROPERTY. THIS st1 TCw#Vw Z � � 14. STREET S/GWS PER CITY OF RANCHO CIUCAMANGA STANDARD NUMBER 401 ShALL BE
REQUIREMENT SHALL APDLY COW77NUOISLY AND NOT BE LIM17FD TO #VRKING HOURS. OLD POST DR CTe � � CONSTRUCTED AT EACH IN7FR-WC77ON
v Q
7. 7H£ CONIRACTOYP SHALL DEFEND, /ND£A/N/FY, AND HOOD THE OWNER AND ENGINEER UTILITY OWNERSHIP 4i
HARMLESS fROW ANY AND ALL LABILITY REZATED TO OR ALLEGED IN CONNECnON o v 2 15.. LYTY APPROVAL OF PLANS DOES NOT RELIEVE THE LaEVELOaER fRAI/ RESPOVSYBYUTY
FOP THE CORRECRON OIF ERROR AND OM/ N
2 C9 ., SSIGw DISCOVERED OL/R! G COVS7RUCnGW
W71H INE PERFORMANCE LSF Nt2RK ON THIS PROSECT, EXCEPT FOR LIABILITY ARISING STORM ORA/N. CITY of RANCHO CUCAMONGA (909) 477-2700 O 2s 2 C� UPON R£ EST INE R£ /RED PLAN R£NSIGWS SHALL BE PROP Y M/
GIU CTC/ >Z SVB TIED >i7 INE
FROM/ INE SOLE NEGLIGENCE OF IH£ OWNER AND/AR INE ENGINEER. 10500 CMC CENTER DRIVE � a �
� Zj � � � O CITY ENpN£E1R FOP APPROVAL.
h of � O
8. LOCIC)![AN do ASSOCIATES MEL PROVIDE ONE SET LE COVSIRUCnGN STAKES FOR
RANCHO CUCAMIOIVGA, CAUFORN41 91730
v HOMESTEAD Qg' v
THIS IMPROVEMENT PRo,.ECT. ANY AD01770 L STAKES REWIRED SHALL BE THE SEWER: CUCAMONGA COUNTY WATER DISTRICT 909 987-2591 -4 n BROGIY OR/V£ G � 16. ORDE0 VW �1F AND EXTERIOR SIREF73' SMALL CW INA NEAT, CL£M/, HAZARD +REE;
( J
m O40£RL Y STA 1E; 1NR000)HIX/T CONS1RUCnOV. SI1F SHALL BE GLEANED UPON REGIUEs'T
R£SPOWS/B/UTY OF THE CANTRAC709 AND ARRANGEMENTS SHOULD BE MADE WN THE 9641 SAN BERNARD/NO ROAD 41
O
2 OF 7HE INSPECTOR.
MCALIFORNIA
ENGINEER FORADD/nO'VAL STAKES 1N£ CANIRACTOR SHALL NODFY LOCKII[AN de RANCHO COCA OWGA, CAL/FOR /A 9 730-0638 Z
2 IN I I I I ?
ASSOCIATES AT LEAST FORTY-EIGHT(48) HOURS PRIOR 70 ANY STAKING 17. GYWTACT ALL UAUTY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVAnON!
CH/NO BASIN MUN/C/PAL WA IFR D/SIR/CT 909 357 0241F Q:
V ,
( ) � VE
9400 H£RRY A NUE R
I
9. CADASIRAL /NFORMA AON SJ'/ONN H£R£GN /S FOR GENERAL /NFGRMA nGN PURPOSES C JU D
u
V£ OAK -s
FONMNA, CALIFORNIA 92335 O co <^
U1ILY. 57'IGK/LD ANY DISCREPANCIES ARISE/N INE" HAR/ZOWTAL LOCA I7GN OF THESE �
ARBOYPGYEN OR/VE �•'
/AAA/POV£A/ENIs' AS SJHONN HEREON AS COMPARED TO 1H£ FINAL MAP, TH£ FINAL MAP R �
SHALL GOVERN. ALL CCVSIRUC77CYV SWING FOP THE HORIZONTAL LOCA 77OW OF WA TER.• CUCAMCNGA COUNTY WA IFR D/SIR/CT (909) 987-2591 mi mill ISPEC/F/Cy4 TIONS
(NESE IMPROVEMENTS SHALL BE BASED UPON 7HE RECORDED RNAL MAP. 9641 SAN BERNARD/NO ROAD M o
RANCHO CUCAMONGA, CALIFORNIA 91730-0638
2
�' 1.0 ALL #VRK SHALL BE PERFORMED 1N ACCORDANCE WI7H 1N STANDARD
10. (Ilrif!/1 D C MAtW & 6l1M THE ENGINEER PRE-PARING (HESE PLANS W/LL NOT Z'
CARD C£ E S ND D SpECIF/CAnANS FGYP PURL/C WtXtKS CONSIRUCACW
I =
P.W. 1 7 /n /N
I CN/NO BASIN MUNIOTROL WA IFR D/SIR/CT 909 357-0241
(SS C), 99 ED DNI, CLULNNG ALL 57JPPLEMENIS )HERETO AND 7N£ STANDARD PLANS FAR PUBLIC NORiKS
BE RESPONS/BLE FOR OR LIABLE FOR UNAUIT�IOYP/ZED CHANGES 1L2 OR USES OF ( J
CCW577RUCAOV, CITY AF RANCHO C ICAMANGA.
IH P A HAN / T 9400 CHERRY AVENUE 1A ShADONWOVE DR/VE A /
ESE CANS LLC GFS TO 17•I£ +'ICONS MrIST BE /N WR TING AND MUS B£ STI DONgPOV£ GR V£
APPROVED BY INE PREPARER OF TN£SF PLANS FONrANA, CALIFORNIA 92335 z 2.0 SU86RADE PREPARAnONS
2
11. 7HESE PLANS ARE HEREBY MADE A PART OF 7HE SP£CIFICAnONS AND CONTRACTUAL M£7R0P01_/7AN WATER DISTRICT (909) 593-7474 1 1 1 1 k SHEET3
A6REEMENT. 700 NORTH MORENO AVENUE O 2.1 ALL SUBGRADE PR£PARA776YV SHALL BE DONE /N COVFORMANCE, WITH SEC77ON 301-1 OF 7H£ 5SP.WC.
LA WRNE,, CALIFORNIA 91750
2.2 ALL SYl8G7RAL>E PR£PARAnAN SHALL BE PEIPFGYPA/ED UNDER THE D/R£CAOV OF WE SOLS ENGINEER, AND CER nf7£O
12. THE CONTRACTORS ATTEN nON 1S EXPIRESSL Y D/REC7ED TO ALL INE RMAREMEN75pR/OP TO THE PLACEMENT OF ANY BASE MA IFR/AL.
AND PROVIS/OYVS OF 7H£ STATE OF CALIFORNIA SAFETY REGULA77OWS. CONFORMANCE Gills! SOU7HERN CALIFORNIA GAS COMPANY (800) 427-2200 GY£NA/RE COURT � SPR/NGBROGYC CT. SPR/NG)9ROOK OR/YF
1
THERETO SHALL BLF SIR/C1Z Y E7VFO4CE77 DUR/NG INE ENTIRE L/fF AF INE CANIRACT. O I 1 2.3 REZA77PE COMPACAAN FOR THE RNAL PREPARAnCW OF THE S7R£ET SU86RADE SHALL BE PERFORMED P/RSUANT TO
ELECTRIC.• SOWWRN CALIFORNIA EDISON COMPANY (800) 655-4555 I SEC77ON 301-1.3 OF THE S.SP.W.'C.
13. 7HE CA 7RACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVA77 N OUTSIDE OF THE 7951 REDWt7AD AVENUE ; I
PROSECT AREA UNLESS APPROVED 077•I£RWIS£BY 7H£ CITY ENGINEER. ALL AC/CONCRETE FCWTANA, CALIFORNIA 92336 3.0 CRUSHED AGGR£GATF BASF MATERIAL
REMOVALS ARE 172 BE DISPOSED OF OFF-SITE.
TELEPHONE.- GENERAL 7FLEPHONE COMPANY (800) 483-3000 4th STREET 3.1 ALL CRUSHED A66REGAIF BASE MATERIAL FOR STREET IMPROVEMENTS SHALL BE/N CONFORMANCE WITH SEC77ON 301-2
N7R A A 1H P.
14 INE COW TRACTOR SHALL RIENEW AND VERIFY ALL CORD/MOWS AND DIMENSIONS AT 1N£ (U E LED B S£) CF_ £ S S. W.C.
JOB SITE BFFOP£ COYMENCYNG ANY PORALN LE7NE W2KCOMPARE ACTUAL
CABLE: COWCAST (909) 983-9895
COND/nONS WITH DRAWINGS 70 ASCERTAIN CON0/7701VS UNDER WH/CH AVO?K /S TO BE 1205 DUPANT STREET F 32 MY7REA7ED BASLE MA)MAL ShALL BE CROSHED AGG7P£GAIE BASE IM/L£SS' APPROVED OTHERWISE BY THE CYTY ENQ7VE£R,
PERFORMED,• CHECK AND CONFIRM LGICAIIGN OF£X/S17NG SIRUCIUR£S, EOU/PM£NT AND
ANTAR/O CALIFORNIA 91761
CITY OF RANCHO CUCAMONGA.
UAUAES WH/CIH MAY AFFECT WWK. COA/MENCEMENT OF #VRK SHALL CO0VS771U7F FULL S CABLE STOW w987-6275INDEX MAP 3.3 CRUSMED AGGREGA7F BASE MA7FR/AL SHALL COMPLY Wf7H SECAAV 200-2.2 OF THE SSP.W.C.
ACCLFPTANCE OF£XIS77NG S17E COND/nOWS. 7HE CYNTRACTOR _WALL REPORT ALL MARK (909)
D150?EPAINCY£S TO 7H£ OWNERS ENGINEER PRIOR TO INE COMMENCEMENT OF #VRA. 10808 FOOTHILL BOULEVARD 1120 3.4 7NE REZAAVE CAMPAC77OW OF ALL BASE MATERIAL SHALL NOT BE LESS 7HAN 95 PERCENT(EXCEPT IN THE AREAS BACK
15. COWTRACTGR ShALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD PORKERS AND
RANCHO CUJCAMOYVGA, CALIFORNIA 91730 NTS, OF CURB) AND SHALL BE CERnf7ED BY TINE SOILS ENGINEER.
THE GLENERAL PUBLIC FROM INvVRY DURING 7H£ EN77RE AME OF COWS7RUC`770N• 4.0 ASPHALT CONCRETE PAVEMENT
MAINTAIN INE " SI7E/N AN ORDERLY, !LEAN MANNER 1HROKIGY•IOUT III£ COURSE OF
#VRK AND NOT BLOCK LEGAL EXITS AND ENTRANCES, LEA VF Wt2RK AREA CLEAN, fREE 4.1 ALL ASPHALT ccwc*ETE PAVEMENT 9YALL COMPLY W hY SECAGW .302-5 OF 7H£ S.S.P.W.C.
OF DEBRIS AT 7HE END OF EACH DA Y; COMPLY WITH ALL APPLICABLE CODES. SPEC/AL NOTE
4.2 ASPHALT CONCRETE PAVEA/ENT SNAIL BE PLACED /N 77112 (2) COURSES. THE BASE COURSE 7H/CWKNESS SMALL B£ AS N07ED
16. ABBREWA77ONS INDICATED ON 7N£ PLANS SHALL BE /N ACCORDANCE WITH SECAOW 1-3.2 5TOYRM DRAIN IMPROVEMENTS SHOJW ON DRAWING NO. 1628-D (INCLUDING NA POR77ON OF MAINLINE B-1 ON T7•I£SE PLANS AND SI,IALI BE/-IRL"i AS SPECYf7ED IN SECAANS 203-1, 203-6.1 AND 203-6.3.2 OF THE S.SP.W.C.
OF THE 57ANOAAV SPEC/FICA nONS FOR PUBLIC NORKS CONS 7RUC77ON (S SP.W.C.). _ _ WE 700 AND FINAL COURSE SHALL CONS/ST OF A OWE (1) INCH 7NICK LAYER OF ��AS S)DCCIFIEO IN SAID
AND LA 7Z RAL C 32 AND C 34 ARE REQYJ/RED TO BE CONSIRUCIFO WITH 1N/S PROSECT.
SEC 7701
1
17. GYRCLED NUMBERS FOR EXAMPLE REFER TO CGNS7IPUCAGN LEGFiVO NUMBERS.
( J
4.3 PR/OR TO THE PLA CE71/ENT OF THE FINAL PAVEA/ENT COURSE AS SPEC/f0? /N PARAGRAPH 32 A 7A CK COAT SHALL BE
18. 7HF CCW 7RACTOR SHALL UNCOVER AND VER/FY 7HE IOCA 770YV AND DEP TY OF ALL PLACED PURSUANT TO SECnGW 302-5.4 OF 7HE S.SP.W.C. /F SECOND COURSE OF AC /S PLACED W11FNN 24-HOURS
OF INE FIRST cOuRSE OF AC 7NE TAC71f T /
EXISTING UTILITY ONES AND PUBLIC /MPROV£MENIs' PRIOR TO EXCA VA nNG: INE
L'Oil MAY BE OAI TIED
CON7RAC70R SHALL MAKE APPROPR/A 7E ARRAN"ENT5 FOR INE PR07EC770YV OF ALL
CONSTRUCT/ON/TENS QUANT/T/ES 5.0 �1L1� r�11►T - PARIZANO CEA/ENT COVG)PE1F PCC FAR CURB WALK GY117E7P AND CROSS-GY/T1FRS
Unun£s
( J s .� s
SHALL BE CLASS 520-C-2500 N11H A MAX/MUM SLUMP OF 3-INCHES AS S)DECIf7E0 /N Stc,nAN 201-1 OF THE S.SP.W.C.
PLACEMENT OF PCC -WALL COMPL Y WITH SECnOW 303-5.3 TNROUGH -WCAAN 303-5.5.4 /NCLOSYVE, AS SPECIFIED IN THE
O1 CONSTRUCT 3" (INCHES) min. AC PAVEMENT OVER 4 (/IVORIES) CRUSHED AGQ4EGAT£BASE. 21,248 SF
5 SP.W C. CONCRF7F CURB AND GY/TTFR AND CONO%7E CROSS-GLITTER SHALL BE PLACED UPON CRUSHED AGWEGA TF BASE.
O2 CON57RUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . 1,245 IF
STANDARD PLAN 104.• W = 24" (INCHES)
BENCHMARK O3 CONSTRUCT 4- (INCHES) THICK P.C.C SIDEWALK, W=4' (FEET) PER C/TY OF RANCHO . . . . . . . . . . . 4,981 SF
CITY OFRANCHO CUCAA"NGA CUCAMONGA STANDARD PLAN 103 CITY
FL
BENCHMARKAfo. 9 O4 INSTALL REECTANT MARKER PER CITY OF RANCHO cucAMONGA . . . . . . . . . . . . . . . . . . . . . . . . . . 2 EA DESCRIPTION OF REVISION DATE APPROVED
RAILROAD SPIKE IN PALE No. 97773£. LOCA IED STANDARD PLAN 134
AT TH£ NORNEASTERL Y CORNER OF 6th STREET
ANO ARLY•IO5 CON57RUCT CONCRE7F DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . 20 EA C/TY OF RANCHO CUCAMONGA
/HBALDBALD AVENUE. STANDARD PLAN 101.• W = 16' (FEET)
ELENA 770N.- 10161054
O INSTALL LIGH77NG S0 NLtill DAROS (pa/dElor by LIGHT vWopGrTnOF;RANCHO y(S.00FU)CAMGWGA STREET 5 EA STREET IMPROVEMENT PLANS
EX/ST/NG SURVEYMONUMENTA TION O7 INSTALL S7RE£T 7REE. SEE NOTES ON SHEET 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 EA for
/ HEREBY CER77FY THA T/ HA VE IDEN77F/ED ALL SURVEY MONUMENTS OF RECORD(S) O8 REMOVE 0100D BARRICADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 EA TRACT No. 15727(P/ivate�
LIST OF STANDARD PLANS THAT COULD BE D/ST7/RBED BY 7N/S PRO.CCT. ALL SA/D MONUMENTS WH1CH
Ct/RREWL Y EX/ST/N THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED O CONS 7RUCT CATCH BASIN LOCAL DEPRESSION, CASE AS /ND/CA7ED, PER CITY AF . . . . . . . . . . . . . 2 EA
Oil RANCHO CUCAMONGA STANDARD PLAN 307 TITLE SHEET
STANDARD PLANS FOR 7HE CITY OF RANCHO CUCAMONGA, MA Y 1992 EDI77ON. AS FOLLOWS• QI Q-ESS I Qti� QROf ESS I
101 DR/VE APPROACH & SIDEWALK NONE � �� 13 INSTALL S7REET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 . . . . . . . . . . . . . . 1 EA �,O FLBU
103 SIDEWALK AND RAMP LAYOUT AND "NT DETAIL ,`��` �' C��i' �c�� SSW R APPROVED BY: DATE `�
Underground Service Alert 104 CURB AND GUnER-BARRIER y CITY ENGINEER R.C.E. 24953
MARKERS
134 /NSTALLA77ON OF REfZ£CTANT HYDRANT .� z w DESIGN PREPARED VELTFIE OFFICE OF RECOMME D
0 FORE y 401 S7REET NAME SIGYV/SIGW POST INSTALLAnON DATED. �' .3I-Old No. RE-10290 485 LOCKMAN & ASSOCIATES
o O(, Cell : TOLL FREE % ur Lockman, R.C.E. 10290 * Exp. 12/31/00 * /31 04 * L•A.O. CONSULTING ENGINEERS AND PLANNERS
r 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA
lit 11 -800 `rl C1V1\- ��� CIVIL � OWN' TEL (909) 9u-6988 FAX (909) 948-85M SHE£ OF
227-2600 qlF OF CA���` r OF LA.O. 3
CHK. BY: DWG. NO.
LES W. N R.C.E. 42485
TWO WORKING DAYS BEFORE YOU DIG C.W.E. DATE AUG FILE No. 95-3438 1649
PROJECT SHEET No. OF
CEDAR GLEN PLACE
SCALE 60'
1 "= 20' ---
12• 18• 18' 12'
0' 20'
2 3 7
1
�9 Sto 2+00.71 EC
3 at 18.00 RT
r� MATCH L/NE
0
Sto 1+83.00 BC
2LILJ of 19.55' RT
� I o
h � V
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Sto 1+45.00 EC \ 1.09 14Z
I \
1011.
t
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O p 8+00 1 ,�
-- — 4-�.............. • ' Int Sto 8+94.66 SPR/NGBROOK DR/VF'
tp C= Ti 'oi 1018 f � �.,� . ......... .... ..... ................ —
o„ rc \ = Sto 1+00.00 Cedar Glen Place
nnnn
cu X90 =56,9g s 1017 g rc
101886 T� 2W 0\N
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3
, 2 � N
II
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J Storm Drcin Eosem en t
KNUCKLE DETAIL
Springbrook Drive and
Cedar Glen Place
CONSTRUCTION ITEMS STREET TREE NOTES
CONSTRUCT 3"(INCHES)min.AC PAVEMENT OVER 4"(INCHES)CRUSHED AGGREGATE BASE R/W �, R/W 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLAN NO.510. DESCRIPTION OF REVISION DATE CITY
APPROVED
1 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA 12' 36' J2' 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARD PLANS QROF ESS I C
STANDARD PLAN 104 W=24"(INCHES) 18 18 1 Nos. 502 AND 505,AS PROXIMITY TO HARDSCAPE DICTATES. �� 5 W 8 O CITY OF RANCHO CUCAMONGA
1 _
U CONSTRUCT 4"(INCHES)THICK P.C.C. SIDEWALK. W=4'(FEET),PER CITY OF RANCHO 1 I 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT SHALL
CUCAMONGA STANDARD PLAN 103 BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT
1/4PER � STREET IMPROVEMENT PLANS
----AC PA IiEMENT 1/4PER DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE 'No. 42485
" I " CITY INSPECTOR.
FOOT SLOPE �,\ , 79 , , ,� FOOT SLOPE Exp. 3/31/04 * FOR TRACT No. 15727 (private)
4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING
� 4 DIVISION. (
3 7�4 / Z171 T/J >/ - 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. `� �lq�F CIV 1� �0 � TYPICAL SECTIONS
, `--CRUSHED S/w OF C A��
2 - COMPACTED AGGREGA TE BASE 2
SUSGRADE j AND DETAILS
Underground Service Alert APPROVED BY: �� � 191 DAT E �7' - .
TYPICAL STREET SECTION A TYPE STREET NAME BOTANICAL/COMMON NAME OT)' SPA C/NG SIZE CITY ENGINEER R.C.E. 24953_
oE YOG Call : TOLL FREE LOCAL INTERIOR STREETS 2 DESIGN RECOM DED
PREPARED IN THE OFFICE OF
p N.T.S. A SPR/NGBROOK ORIVE LAGERSTROEM/A /N01CA 'AfUSKOGEE'%CRAPE MYRTLE 14 20 0.C. 15 GAc. LO C K M A N & ASSOCIATES
U L'A'O' CONSULTING ENGINEERS AND PLANNERS
/ -4800 B CEDAR GLEN PLACE BRACH YCHITON POPUL NEUS/BOTTLE TREE 7 25' O C 15 GAL. D W N. S H E T O F
1111 f T.I.=5.0 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA.
227-2600 TEL (909) 944-6988 fAX (909) 948-8508
L.A.o. �� 2 3
CHK. BY: —��� �/ DWG. No.
TWO WORKING DAYS BEFORE YOU DIG C.W.L.
CHARLES W. LflCK1u1AN/ R.C.E. 42485
DATE AUG 2000 FILE No. 95-34389
PROJECT SHEET No. OF
L=42.41'
I
Curb
CurO� I
PROf7LE SCALE on
m o 0 0 o W'ti
HOR/Z. 1 "= 40' p 4 4 4 4 N
VERT. 1 8' o �' r'illoo - 50' 42.4t' - - _ _ 4241' - -
V on Curb on Curb
g
AT
AT
V co
yW W W W
W
_ - TOP of NCR7NERL Y CURB co '� o� ai N o h o • "'� ao
• •. Qo t� h O h ^ O h TOP of WESTERL Y CURB
N ' h chi o ' R=-1.917X o �,€� 4 c i •• •• O _1.95.�L _ L.
N ti h h O
R-
PI
T�7
19.02 R-4
-1.19X i
i o 0 0 W �•°� 10 R=-1.19.!'
O 4` 4 4 ° o E! Porti R=--0.50 R=-0.50
h L=4 4f' 50' V L-203.52' )own Line g N
on CU)b portio/ - 56.99 L=89.!54' 56.99' N
10.30 100' �, P/ v Qo i Transition W Transition 1�,30 cel '� o >n 10.30
c3 � G co
i m v ,
E/ 1025.72 NN
'o W o .�
_
R�0.80 - _ '� °' `c* N O cid � a
f7IOSHED SURFACE of 'o 1+ a, c�
� � + p R1 op eF t� o ^ `M• � 01 W f7NISHED SURFACE of
mN pv � $ � co� '� i R=-190 o O NI o �-
h "� Z o o*-W ° o W ° o o ��=19 �Z
4 r7l rl n 1020
�l. Q h �O tp h �l j ___� .__..., _ ._ ._ �..
7vzv \ - +op --0.89 ' _ R=f.33% I R 1• - - - -
� W v� pyW ��^ oW� W 01$.99P! � I
I
y W >� EI Portio/ L=17.80' on Curb L=17.80' on Curb L=17.80' on Curb
W cb 50' VC 43.59' 111. 5' on Owl 43.59' 43.59 g
100' VC i on Curb ? on Cu Qa on Curb
C33 C�
1010 v �p v - 1010 - _ - m _ o 1010
ro `a m W W
F/ 1025.75 V c3 ° r•�
ooi obi �ci _ W O O � h.W �
_ ►�
TOP of SDU7HERL Y CURB 'o h o, p o 0 0 o o
o ; + °' + + � h � o� o � � ^ ^ ai + � � `+° � � � '� � TOPofEASTERLYCURB
N ill
�90.g' tw
.� �„ ,o p � � � .�„ L9 5axLo, o �° P! R=--090 ' R=-0.50 ' R=1.8ox R=-0.50x' R=1.242
t `- o oW�
100' iC o
1010 �
� 1010 .
°
DOUBLE VERTICAL SCALE
SPRINGBR OK DRIV CEDAR GLEN P ACE
4f 00 5*00 6f 00 7-1-00 8f 00 9*00 74-00 24-00 J4-00 4f 00
CONTRACTOR TO VER/FY PRIOR CONSTRUCTION /MYS Drawing No. 1645
CON TRA C TDR TO VER/FY PRIOR
TO BEGINNING CONSTRUCTION Sheet 4 of 5
See Tract 15727-4 TO BEG/NN/NG CONSTRUCTION
01 CONSTRUCT 3" (INCHES) min. AC PA VEMENT OBER 4" (INCHES) CRUSHED AGGREGA T£ BASE 1 CEDAR GLEN Shadowgrove
OCONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA g Drive
STANDARD PLAN 104• W = 24" (/LACHES) PLACE 60
O CONSTRUCT 4" (INCHES) THICK P C C. SIDEWALK, W=4' (FEET), PER C/TY OF RANCHO II Sto 7+9.�95 BC V
CUCAMONGA STANDARD PLAN 103 00 II I m V 0 7 TIQv
7 g 30 .30
at 1800' RT
- O4 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA D OF O I I I W ?
STANDARD PLAN 131 Sta 8+11.66 EC p o O W m mZat 19.55� RTW O W0m14,
o m II .I II
O5 CONSTRUCT CONCRETE OR/lE APPROACH PER CITY OF RANCHO CUCAMONGA �O 12
SCALE STANDARD PLAN 101.• W = 16' (FEET) r I I I ~ o O + ~ 35
40 O6 INSTALL 5800 LUMEN STREET LIGHT, PER C/TY OF RANCHO CUCAMONGA STREET I I I I w 34 O Op 1
LIGH771VG STANDARDS (paid for by developer, installed by SCE)
Sto 8+54.59 BC 1 ' II ) I I +N I I
INSTALL STREET 7REE SEE NOTES ON SHEET 2 at 2712' RT 1 \♦ 3 /^/ �•I `� l �♦
p O' 40� O8 REMOVE WOOD BARB/CADS _ `�• -- - - + a -- - - c / y
- - - - +
O � �9 CONSTRUCT CA TCH BASIN L OCAL DEPRESS/ON, CASE AS INDICA TED, PER C/TY OF I` \� - • • • • _!y -�~- -� �,
- - -- - W D Z - -- --- - _ -- - ►
RANCHO CUCAMONGA STANDARD PLAN 307
13 INSTALL S7REET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 1 1 ` \\ + (�y2f 00 N00O7� "EQ �� v +zr 4+00 Z c� _U
O ♦\ \� ! ♦ 2 O O Uv s �` CL
SPRINGBROOK DRIVE ��. �, � �,
0 8 C?
t� Drawing No. 1628 Z 5 - - m- - - - - - - - - - - -
o f I I Sto 2+00.71 EC
1+ Sheet 11 of 12 O \� ~
„ V O 4 of 18.00 RT y _� - - - - - - - - - - - - -
See Tract 15727-1 V j 3 5 7 7 7 7 7 m O o _ _ 3
W I I I I + MATCH L/NE � o
Morning Dew W 5 ►� s 5 s 5 5 o �"t I I "
Place ��Z Q h 30 Q 31 32 3-3 34� Di o I I I Sto 1+83.00 BC 10 W m W O 6 0 5
V V 7 0 3 p :f' Int = Sto 3+65.00 CEDAR GLEN PLACE
o �,V 28 O 29 Q Q Q Q of h at 19.55' Rr Q ^ h �Z � + = Sto 9+97.66 Shodowgrove Drive
° o I I! I I `�° `O o ^ W �. o Q 3 + Z I I • I r! '� `, IC DRIVEWAY � � O ^ ,
c� to v Q h a to � Q Q �., W O O + � O O o V + O 4
51 °o, 1 I I I 1 + 3 v; `' cp 3 3 N O 3 Q W N V 1 1 ` 1 5 O p n, o o O
,.. 0 �Z o + � 'o + � ^ � � oQ I ` Sto 1+79.58 Z � �+ � 8
c I II I I �" co + I I 8 W 9 + �, o W
o Q N `° h + p �I Sto 1+5337 CB o + h m w
cn I I I I m o O o I I o
Sta 1+40.07 EC wo=1a H=4 Hj=0.21' 5
I LD CASE B
•, 1 ra► t j �, h 3 reU h �1J j 3 - of 2712'
l r 1 ♦ `� 5
/ \ 13 I DRI VEWA Y
� � 5
N r- Y - • y; • • • • • • / / i Sto 1+19.82 O O
N N 1025.20 TC O
r\ O " O C 9 O CITY
C / N A
o rn 4 2 + DESCRIPTION OF REVISIO
'� / + TE
0 4foo ti sfoo N 895245 W 6+00 p 7+00 � 8foo _
Z v� =O + { 1 �- -� - - - + - - - 1 - - +...... IV Int - Sto 8+94.66 SPR/NGBROOK DRIVE ^ O APPROVED
*'1025.20 M) �' 2 � A _ - - /�� = Sto 1+00.00 Cedar Glen P/oce o 0
-- ----- =w��� B
---
ai a w---- - - - _ --- W -- - --- -_ - - --- - I II II Q(tOFESS/p/� CITY OF RANCHO CUCAMONGA
- - - - - - - - - - - - s • • s • s 1� s��-Q ���� �WILBUR �� f
- - - - - - - - - - - - �o �. STREET IMPROVEMENT PLANS
3 3 1� 12 �x
� q� z FOR TRACT No. 15727 Private
. 4
3 3 �° 3 h Q 1 5 xp. 3/31/04
o SPRINGBROOK DRIVE - STA 4+64.64 TO STA 8+94.66
h + N
20 19 O 18 Q �` 1 7 16 `O 15 �o 14 ^ O°� W 12 cA - �q CIV 1�- ��
o h Q o Q Q o o Q Q w r CEDAR GLEN PLACE - STA 1+45.00 TO STA 3+00.00
N '� � � O h � 11 F `\t�
OF CA APPROVED BY: l �- '
Underground Service Alert 5 0 5 6 + + CURVE TABLE CITY ENGINEER R.C.E. ' 24953 '
5 5 _ o
� 7 0 7 7 5 7 7 7 op
FORE O 5 5 16 R L T DESIGN F�r{EPaRE� IN THE o�F�cE uF RECOMMENDED
0� Y0 Call : TOLL FREE �, LOCIiMAN & AssocIATEs
y L.A.O. CONSULTING ENGINEERS AND PLANNERS
o ,
5 �,
A 1000 00 102.00 17 80' 8.9�
-1 - ^O O 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA-
-1 -800
A.
�v� B 110�0 00 55.00' 111.,3J� CgL.53 OWN' TEL (909) 944-6988 FAX (909) 948-8508 SHE QF
L.A.0.
227-2600 C 90'00'00" 27 00' 1 42.41 ' 27.00' -
CHK. BY: - DWG. No.
CHARLES W. LO KA4AN R.C.E. 42485
TWO WORKING DAYS BEFORE YOU DIG C.W.L. SATE SEP. 2900 - FILE No. 95-3438 1649
PROJECT SHEET No. OF