HomeMy WebLinkAbout1648 CITY of RANCHO CUCAMONGA GENERAL NOTES
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1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
RcSUBa�ECT �SITF CUCAMONGA STANDARDS AND THE STANDARD SPECIFICAr/ONS FOR PUBL/C WORKS
6th STREET R- --- 0VE_ „_: CONSTRUCTION - CURRENT EDITION /NCL UD/NG ITS ANNUAL SUPPLEMENTS OF
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45 AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONS/BLE FOR
ADHERENCE TO THESE STANDARDS AND SPEC/F/CAT/ONS
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W Z 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE ORPOWER POLES, WATER
Z lv U METERS, VALVES FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN
QTArA THE R/GHr-OF-WAY L/M/TS OR /N ADJACENT AREAS WHERE IMPROVEMENT WORK /S TO BE
:?A 1572 �� DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED /N PLACE AS
REOUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA,
h SIRS ET OWNER/SUBD/V_IDE_R C/TY AGENCY T MAP �
3. ANY CONTRACTOR PERFORM/NG WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
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CORN£RPO/NT£ 257, LLC CITY of RANCHO CUCAMONGA WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXIST/NG
CUCAMONGA FAC/L/T/ES RESUL T/NG D/RECTL Y OR /ND/RECTL Y FROM H/S OPERAT/ONS, WHETHER OR
o24005 VENTURA BOULEVARD 10500 CMC CENTER DRIVE
NOT SUCH FAC/CITIES ARE SHOWN ON THESE PLANS.Freewo CALABASASCALIFORNIA 91302 RANCHO CUCAMONGA, CALIFORN/A 91730
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TELEPHONE- (878) 591-2500 TELEPHONE- (909) 477-2700 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS,
OlvlA RIO ENGINEER/NG DEPARTMENT PR/OR TO ANY ENCROACHMENT OR CONSTRUCTION W/THIN
/Vll ENG/IVEER SOILS ENG/IVEER
ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY
LOCKMAN
5. TA
ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENG/NEER. PAVING STAKES
ASSOC/AYES INLAND FOUNDATION ENG/NEER/NG, INC. SHALL BE SET AT ALL HINGE PO/NTS, EDGE OF PAVEMENT PO/NTS WITHIN 0.01 FOOT OF
VICINITY MAP 10281-A TRADEMARK STREET 1310 SOUTH SANTA FE AVENUE 0 SUB-GRADE ELEYAT/ON AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING
RANCHO CUCAMONGA, CAL/PORN/A 91730 SAN 1AC/NT0, CALIFORNIA 92583 l STAKES MAY BE REOUIRED BY CITY ENG/NEER AS NEEDED AT WARPED OR VERT/CAL CURVE
SECT/ON 15, TOWNSHIP 1 S, RANGE 7 W, S.B.M. TELE-PHONE: (909) 944-6988 TELEPHONE.- (909) 654-7555 AREAS
N.T.S.
6 ALL CROSSINGS SHALL 5F CONSTRUCTEDAS HONE PR/OROTOOPAVING.nL/7Y LATERALS, MAINE OR
Q t h S T R E E T
7. COMPAC7701V TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING
IND_EX TO STREET /_M_ PROVFMENT DRA WINGS ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY
-- OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACT/ON TESTS SHALL BE
PRI VA TE ENGINEER'S NOTICE TO CONTRACTOWSI SHEET MATERIALS AND/OR SURFACING.
SUBMITTED TO THE CITY ENG/NEER/NG FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE
---
1. ALL AVAILABLE RECORDS FROM THE CITY AND UT/L/TY COMPANIES INVOLVED HBESHEET 1 TITLEEN SHEET 2 PLAN and PROFILE - POPPYF/ELD COURT, Sto 1*45.00 to Stc 6f21.23 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE- SUBMITTED TO INE
INVEST/GATED AND ALL KNOWN UTILITY CONDO/TS AND SUBSTRUCTURES ARE SHOWN CITY ENG/NEER. LIS77NG ALL TESTS OR DETERMINATIONS COMPLETED TO VER/FY STABIL/TY
HEREON. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL ; SHEET 2 OIL CONTENT AND GRADATION OF ASPHALT PAVING.
UTILITY CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. ,
9. PR/OR TO IIVSTALLA77ON OF ANY PAVING, A M,ATER/ALS REPORT SHALL BE SUBMITTED TO
H CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPA/R AND/OR REPLACEMENT THE CITY ENG/NEER. L/STING ALL TESTS OR DETERMINATIONS COMPLETED TO VER/FY.• R-
OF SAID UTILITY CONDUITS AND SUBSTRUCTURES DAMAGED BY HIS OPERAT/ON /N 171 1 � VALUE, SIEVE ANALYSIS AND SAND EOU/VALENT OF WARENAGGREG4S BASE.
CONNECTION WITH THE LIMITS OF THIS PROJECT.
POPPYF/ELD COURT
2 EXISTING UTIL/TIES SHALL BE MA/NTA/HED /N-PLACE BY THE CONTRACTOR10. PAVING SHALL BE PERFORMED /N ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS
, UNLESS
OTHERWISE NOTED. RE-LOCATION OR REMOVAL OF ANY EX/ST/NG UT/L/T/ES NOT
TAKEN TO DETERMINE STRUCTURAL SEC77ONS.
COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECT/ON OF
THE RESPECT/VE UTILITY OWNERS AT THE EXPENSE OF THE DEVELOPER.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON AAT7VE SO/L WHICH CONS/STS OF A
W ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WH/CH
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVAT/ON OF ALL, IF ANY, W BROOKVIEW J PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESS/ONS SHALL SE FILLED
EX/ST/NG SURVEY MONUMENTS: , CT SHADOWSROOK JDR Z WITH A FINE GRADE MATERIAL OF A OVAL/TY BETTER THAN THE NA77VE MATERIAL.
4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTOR'S LICENSE- 12. /F 7HEE ASPHALT CONCRETE /S TO BE PLACED ON SUB-GRADE, A SO/LS 57FR/LANT
AND SHALL ly = T � REG/STEREO BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APDL/ED
BE REQU/RED TO POSSESS A VALID CITY BUS/NESS LICENSE WH/LE PERFORM/NG WORK p AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT W/DrH PRIOR TO
ON THIS PROJECT. ITM PAVING.
MORN/NG *H9RThS*1DECT 13. EST7MA7F OF OUAIV7777ES /S PROVIDED BY THE ENG/NEER ONLY FOR THE CONVENIENCE
5. THE CON7RACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS BREEZ
PR/OR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS. OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DE7ERM/NA770N OF
CONSTRUCT/ON QUANT/T/ES BEFORE SUBMIT77NG A B/D. ANY ITEM OF WORK REOUIRED BY
6. THE CONIR4CTOR(S) AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THESE PLANS WH/CH /S NOT SPE 41 L/S7F0 /N THE EST/MATE OF QUANT/T/ES SHALL
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC770N BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS
10
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS. OLD POST DR. BUTTONWOOD Z 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE
UTILITY OWNERSHIP CT. h ,� ,� CONSTRUCTED AT EACH INTERSECT/ON.
7. THE CON7RACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, RELATED TO OR ALLEGED, /N CONNECT/ONO Z O � �, = 15.. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY�
WITH THE PERFORMANCE OF WORK ON THIS PRO,/ECT, EXCEPT FOR LIABILITY AR/SING STORM DRAIN.• CITY of RANCHO CUCAMONG4 (909) 477-2700 t O W O FOR THE CORREC77ON OF ERROR AND OMISSION DISCOVERED DURING CON57PUC77ON.
FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR THE ENG/NEER. 10500 C/V/C CENTER OR/VE o 2 O UPON REQUEST THE REQU/RED PLAN REY/S/ONS SHALL BE PROMP7ZY SUBMITTED TO THE
RANCHO CUCAMONGA, CALIFORNIA 91730pR. h OQ CITY ENGINEER FOR APPROVAL.
8. LOCKMAN & ASSOCIATES WILL PROVIDE ONE SET OF CONSTRUCTION STAKES FOR HOMESTEAD
THIS IMPROVEMENT PROJECT. ANY ADDITIONAL STAKES REQUIRED SHALL BE THE SEWER.- CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 - n BROOK DRIVE V� 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT CLEAN, HAZARD FREE,
RESPONSIBIVTY OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WITH THE 9641 SAN BERNARD/ND ROAD
W m ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST
ENGINEER FOR ADDITIONAL STAKES. THE CONTRACTOR SHALL NOT/FY LOCKMAN & RANCHO CUCAMONGA, CALIFORNIA 91730-0638 ZO OF THE INSPECTOR.
ASSOCIATES AT LEAST FORTY-EIGHT (48) HOURS PR/OR TO ANY STAKING.
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CHINO BASIN MUNICIPAL WA7SR DISTRICT -1 �' V 17. CONTACT ALL U77L/TY COMPANIES AS REQUIRED, 48 HOURS PR/OR TO EXCAVA770N.
(909) 357-0241 Z E �
9. CADASTRAL INFORMATION SHOWN HEREON /S FOR GENERAL INFORMATION PURPOSES 9400 CHERRY AVENUE ,jA RIS [L
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ONLY SHOULD ANY DISCREPANCIES AR/SE /N THE HORIZONTAL LOCATION OF THESE FONTANA, CAL/PORN/A 92335 O "iL/tE OAK y� t
IMPROVEMENTS AS SHOWN HEREON AS COMPARED TO THE FINAL MAP, THE FINAL MAP . o �� ARBORGLEN DR/VE
SHALL GOVERN. ALL CONSTRUCT/ON STAKING FOR THE HORIZONTAL LOCATION OF WA TER: CUCAMONGA COUNTY WAIFR D15 R/CT (909) 987-2591
THESE IMPROVEMENTS SHALL BE BASED UPON THE RECORDED FINAL MAP. 9641 SAN BERNARDINO ROAD z SPECA/CA MAW
RANCHO CUCAMONGA, CALIFORNIA 91730-0638
Z
10. lM11rhURWEO CIMAOCES & IMM THE ENG/NEER PREPARING THESE PLANS WILL NOT =
BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF CH/NO BASIN MUNICIPAL WATER DISTRICT (909) 357-0247 1.0 ALL WORK SHALL BE PERFORMED /N ACCORDANCE WITH THE STANDARD SPECIRCAT70NS FOR PUBLIC WORKS CON57RUC770N
(SS.P.W.C), 7997 EDI77ON, INCLUDING ALL SUPPLEMENTS THERETO AND THE STANDARD PLANS FOR PUBLIC WORKS
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE /N WRITING AND MUST BE 9400 CHERRY AVENUE #A SHADOWGROVE OR/VE SHADOWGROVE DR/IE CONSTRUCTION, CITY OF RANCHO CUCAMONGA.
APPROVED BY THE PREPARER OF THESE PLANS. FONTANA, CALIFORNIA 92335 2
2 2.0 SUBGINDE PRE-PARA 77ONS
11. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS AND CONTRACTUAL METROPOLITAN WATER DISTRICT (909) 593-7474 Q
AGREEMENT. 700 NORTH MORE-NO AVENUE 2.1 ALL SUBGRADE PREPAR47701V SHALL BE DONE /N CONFORMANCE WITH SE C770N 301-1 OF 7HE S S P.W.C.
LA VERNE, CALIFORNIA 91750 v
12. THE CONTRACTOR'S ATTENTION /S EXPRESSLY DIRECTED TO ALL THE REQUIREMENTS Q 2.2 ALL SUBGR4DE PREPARA77ON SHALL BE PERFORMED UNDER THE DIRECTION OF THE SOILS ENG/NEER, AND CERTIFIED
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AND PROMS/ONS OF THE STATE OF CALIFORNIA SAFETY REGULATIONS. CONFORMANCE GAS.- SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 GLENAIRE COURT p SPRINGBROOK CT. SPR/NGBROOK DR/VE PRIOR TO THE PLACEMENT OF ANY BASE M47FRIAL.
THERETO SHALL BE STRICTLY ENFORCED DURING THE ENT/RE LIFE OF THE CONTRACT. O ELECTRIC.- SOUTHERN CAL/PORN/A ED/SON COMPANY (800) 655-4555 23 RELA77VE COMPACT/ON FOR 7HE FINAL PREPARATION OF THE STREET SUBGRADE SHALL BE PERFORMED PURSUANT TO
13. THE CONTR4CTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVATION OUTS/DE OF THE 7951 REDWOOD AVENUE SEC77ON 301-1.3 OF THE S S P.W.C.
PROJECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENG/NEER. ALL AC/CONCRETE FONTANA, CALIFORNIA 92336 i I I I
3.0 CRUSHED AGGREGATE BASE MATERL4L
REMOVALS ARE TO BE DISPOSED OF OFF-S/TE. 4 t h S T R E E T
TELEPHONE. GENERAL TELEPHONE COMPANY (800) 483-3000
14. THE CONTRACTOR SHALL REI//El�V AND VERIFY ALL CONDITIONS AND DIMENSIONS AT THE 3. 1 ALL CRUSHED AGGREG47F BASE MA7FR/AL FOR 57REET IMPROVEMENTS' SHALL BE /N CONFORMANCE WITH SEC77ON 301-2
�
,/08 SITE BEFORE COMMENCING ANY PORT/ON OF THE WORK; COMPARE ACTUAL CABLE.• COMCAST (909) 983-9895 (UNTREATED BASE) OF THE SSP.W.C.
CONDITIONS WITH DRAW/NGS TO ASCERTAIN CONDITIONS UNDER WHICH WORK /S TO BE 1205 DUPONT 57REET 3.2 UNTREATED BASE MATERIAL SHALL BE CRUSHED AGGREG47F BASE UNLES7WS APPROVED 07HERW/SE BY 7CITY ENGINEER,
PERFORMED,• CHECK AND CONFIRM L OCA TION OF EX/ST/NG STRUCTURES, EQU/PMENT AND ONTARIO, CALIFORNIA 91761 CITY OF RANCHO CUCAMONGA.
UTILITIES WHICH MAY AFFECT WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL INDEX MAP ACCEPTANCE OF EX/ST/NG SITE CONDITIONS. THE CONTRACTOR SHALL REPORT ALL MARKS CABLEWS/ON (909) 987-6275 3.3 CRUSHED AGGRE-GA71 BASE MATERIAL SHALL COMPLY WITH SECTION 200-22 OF THE S.SP.W.C.
DISCREPANCIES TO THE OWNER'S ENG/NEER PRIOR TO THE COMMENCEMENT OF WORK. 10808 FOOTHILL BOULEVARD 1120
RANCHO CUCAMONGA, CALIFORNIA 91730 NTS 34 THE RELATIVE COMPAC77ON OF ALL BASE MATFR/AL SHALL NOT BE LESS 7HAN 95 PERCENT (EXCEPT /N THE AREAS BACK
15. CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD WORKERS AND OF CURB) AND SHALL BE CERTIFIED BY THE SOILS ENG/NEER
THE GENERAL PUBLIC FROM INJURY DURING THE ENT/RE TIME OF CONSTRUCT/ON,
MAINTAIN THE JOB SITE IN AN ORDERLY CLEAN MANNER THROUGHOUT THE COURSE OF 4.0 ASPHALT CONCRETE PAVEMENT
WORK AND NOT BLOCK LEGAL EXITS AND ENTRANCES, LEAVE WORK AREA CLEAN, FREE
OF /S AT THE END OF EACH DAY,• COMPLY WITH ALL APDL/CABLE CODES.
4.1 ALL ASPHALT CONCRETE PAVEMENT SHALL COMPLY W/TN SECTION 302-5 OF THE S.S P.W.C.
S.S.
16ABBREVIATIONS /NDICAIED THE PLANS SHALL BE /N ACCORDANCE W/ SECTION 1-32 4.2 ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN TWO (2) COURSES. THE BASE COURSE THICKNESS SHALL BE AS NOTED
OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ((. A S CONSTRUCTION MEW OUAAMTIES ON THESE PLANS AND SHALL SE OL-AR-4" AS SPEC/FIED /N SECT/ON6. 3.
S 203-1, 203- 1 AND 203-6. 2 OF THE S.SP.W.C.P.W.C.). --- THE TOP AND FINAL COURSE SHALL CONSIST OF A ONE (1) /NCH THICK LAYER OF 02-0k-4" AS SPECIFIED /N SAID
SEC770NS.
17. CIRCLED NUMBERS (FOR EXAMPLE, 1 ) REFER TO CONSTRUCTION LEGEND NUMBERS 1 CONSTRUCT 3' INCHES min. AC PAVEMENT OVER 4' ) 4.3 PRIOR TO THE PLACEMENT OF THE FINAL PAVEMENT COURSE AS SPEC/FIED /N PARAGRAPH 32, A TACK COAT SHALL BE
O (INCHES) (INCHES) CRUSHED AGGREGATE BASE. 18,945 SF
18. THE CON7R4CTOR SHALL UNCOVER AND VERIFY THE LOCATION AND DEPTH OF ALL PLACED PURSUANT TO SECTION 302-5.4 OF THE S.S.P.W.C. IF SECOND COURSE OF AC IS PLACED W/THIN 24-HOURS
EX/ST/NG UTILITY LINES AND PUBLIC IMPROVEMENTS' PRIOR TO EXCAVATING. THE O2 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA . . 1,077 LF OF THE FIRST COURSE OF AC, THE TACK COAT MAY BE OMITTED.
CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECTION OF ALL STANDARD PLAN 104: W = 24' (INCHES)
UTIL/TIES 3 CONSTRUCT 4' 5.0 PbR7ZA/V0 CE30F*7 COAVRE7F - POR7ZAND CEMENT CONCRETE (PCC) FOR CURBS, WALKS, GUTTERS, AND CROSS-GUTTERS
O (INCHES) IN/CK P.C.C. SIDEWALK, W=4' (FFET� PER CITY OF RANCHO 4,408 SF SHALL BE CLASS 520-C-2500 WITH A MAX/MUM SLUMP OF 3-INCHES AS SPECIFIED IN SEC77ON 201-1 OF THE S.S.P.W.C.
CUCAMONGA STANDARD PLAN 103 PLACEMENT OF PCC SHALL COMPLY WITH SEC7701V 303-5.3 THROUGH SECTION 303-55.4, INCLUSIVE, AS SPECIFIED /N THE
INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA . 1 EA S.S.P.W.C CONCRETE CURB AND GUTTER AND CONCRETE CROSS-GUTTER SHALL BE PLACED UPON CRUSHED AGGREGATE BASE.
. 4O
STANDARD PLAN 134
O5 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . 18 EA
BENCHMARK STANDARD PLAN 101: W = 16' (FEET)
C/TY OF RANCHO CUCAMONGA O6 INSTALL 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO CUCAMONGA 57PEET . . . . . . . . . . . . . . . . . 5 EA CITY
BENCHMARK No. 9 LIGHT/NG STANDARDS (paid for by developer, installed by SCE) DESCRIPTION OF REVISION DATE APPROVED
RAILROAD SPIKE IN POLE No. 97773E. LOCATED O7 INSTALL STREET TREE. SEE NOTES ON SHEET 2 16 EA CITY O F RANCHO AT THE NORTHEASTERLY CORNER OF 6th STREET ELEVA TION.- 1061.054
AND ARCH/BALD AVENUE O8 REMOVE WOOD BARB/CADS 1 EA
C O CUCAMONGA
STREET IMPROVEMENT PLANS
EXISTING SURVEY MONUMENTA WN
I HEREBY CERTIFY THAT I HAVE IDENT/F/ED ALL SURVEY MONUMENTS OF RECORD(S) for
LIST OF STANDA_RD_ PLANS THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH TRACT No. 15727-8 (Private)
CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED Q(tOf ESS/0 ROF ESS
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ANDARD PLANS FOR THE CITY OF RANCHO CUCAMONGA, MAY 1992 EDITION- AS FOLLOWS. O c � e
� �o o � TITLE SHEET
101 DRIVE APPROACH do SIDEWALK � � � ' � �� �� wI LBUR `O 4 • / � � �
Underground Service Alert 103 SIDEWALK AND RAMP LAYOUT AND ✓O/NT DETAIL NONE DATE
APPROVED BY
FORE y 104 CURB AND GUTTER-BARRIER _ 90 CITY ENGINEE •[ R.C.E. 24953
0 o OL 134 INSTALLATION OF REFLECTANT HYDRANT MARKERS /f
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Call: TOLL FREE 407 STREET NAME SIGN / SIGN POST INSTALLATION DATED: 12/31/00 8 �.� C C/ �c * XFf• 3 1 00 * DESIGN PREPARED M THE OFFICE of RECOMMEND
0 n Wil ckman, R.C.E. 10290 Q L.A 0. LOCKMAN & ASSOCIATES
J CIV�� �\ f� \Q CONSULTING ENGINEERS AND PLANNERS
1-800 qlF OF CA���`6% q�F CIVIC- \EO�� DWN' IOTEL (909) 944-RK 6988RANCHO AX (909) saeNesosA SHEE OF
422-4133 OF Cay- L.A.O. 1 2
CHK. B" ARLES- OCKMAN R.C.E. 42485 DWG. No.
TWO WORKING DAYS BEFORE YOU DIG C.W.L. DATE D 1998 FILE No. 95-3438 1648
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