HomeMy WebLinkAbout1646 CITY Of RANCHO CUCAMONGA GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
6th STREET
CU �
CUCAMONGA STANDARDS AND THE •rANDARD SPEC/F/CAT/ONS FOR. PUBLIC WORKS
CONSTRUCTION CURRENT ED/TION /NCL UD/NG ITS ANNUAL SUPPLEMENTS OF
AMENDMENT CONTRACTOR SHALL BE FAMIL!AR W/TA+ AND SHALL BE RESPONSIBLE FOR
S.
O� ADl ERENCEF/
TO THESE STANDARDS AND SPECIFiCAT/ONSAA. .
Q m 2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER
41 v METERS, VALVES, FIRE HYDRANTS, ETC SHOWN OR NOT SHOWN ON THESE PLANS WITHIN
THE RICHT-OF-WAY LIMITS OR /N ADJACENT AREAS WHERE IMPROVEMENT WORK /S TO BE
Q w -5 DONE SHAt L BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED /N PLACE AS
REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA-
15727
4th S7i��r ;' ONNER/SID/i�ID1ER CITY AGENCY - Now
-- 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING
Bir o� CORN£RPO/NT£ 257, LLC C/TY of RANCHO CUCAMONGA FAC/L/TIES RESULT/NG DLRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR
�o�ai�o 24 AB VENTURA BOULEVARD 10500 C CENTER DR/VE
Freewa CALABASAS, CAL/PORN/A 91302 RANCHO CUCAMONGA, CUCAMONGA
CUCAMONGA, CAL/PORN/A 91730 NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
0 TELEPHONE (818) 591-2500 TELEPHONE (909) 477-2700 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS,
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN
J/v7 1"FSO C/Vll ENG/IVEER SOIL S ENGINEER
ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY_
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENG/NEER PAVING STAKES
LOCKMAN & ASSOC/A TES INLAND FOUNDATION ENGINEERING, INC. SHALL BE SET A T ALL HINGE POINTS, EDGE OF PA VEMENT POINTS WITHIN 0.01 FOOT OF
10281-A TRADEMARK STREET 1310 SOUTH SANTA FE AVENUE J i SUB-GRADE ELEVAT/ON AND AT NOT MORE THAN 50 FOOT INTERVALS ADDITIONAL PAVING
VICINITY MAP RANCHO CUCAMONGA, CAL/FOR/V/A 97730 SAN ✓ACINTO, CALIFORNIA 92583 l STAKES MAY BE REQU/RED SY CITY ENG/NEER AS NEEDED AT WARPED OR VERT/CAL CURVE
SECTION 15, TOWNSHIP 1 S, RANGE 7 W, S R.M. TELEPHONE (909) 944-6988 TELEPHONE.' (909) 654-1555 AREAS.
N.T.S. 6. ALL SEWER, WATER ELECTRIC, GAS PHONE OR OTHER UTILITY LATERALS, MA/NS, OR
t h S T R E E T CROSS/NGS SHALL BE CONSTRUCTED PR/OR TO PAVING.
B
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKF/LL, COMPACr/NG
INDEX TO STREET IMPROV wArr 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 COMPACTION TESTS SHALL BE
SUBMITTED TO THE CITY ENG/NEER/NG FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE
PR/VA TE ENGINEER'S NOTICE TO CONTRACTOR/SI MATER/ALS AND/OR SURFACING.
-- ----- SHEET 1 TITLE SHEET
1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES INVOLVED HAVE BEEN SHEET 2 TYPICAL STREET SECTION AND KNUCKLE DETAIL 8. AT THE COMPLETION OF PAVING, AMATER/ALS REPORT SHALL BE SUBMITTED TO THE
INVESTIGATED AND ALL KNOWN UTILITY CONDUITS AND SUBSTRUCTURES ARE SHOWN L CITY ENGINEER. LIST/NG ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABIL/TY
HEREON. /T SHALL BE THE RESPON50/1/7Y OF THE CONTRACTOR TO LOCATE ALL SHEET 3 PLAN and PROFILE - OLD POST DRIVE, Sto I*43 14 to Sto 5f 10.63 . OIL CONTENT AND GRADATION OF ASPHALT PAVING.
UTILITY CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS
THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR AND/OR REPLACEMENT PLAN and PROFILE - MORN/NG BREEZE DR/VE, Sto 1100.00 to Sto 3f 1377 9. PRIOR TO INSTALLARON OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO
THE CITY ENG/NEER. LISTING ALL TESTS OR DETERM/NAT/ONS COMPLETED TO VERIFY R-
OF SAID UTILITY CONDUITS AND SUBSTRUCTURES DAMAGED BY HIS OPERATION IN VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
CONNECTION WITH THE LIMITS OF THIS PROJECT SHEET 4 PLAN and PROF/LE - SILVER VER FERN PLACE, Sto 1f00.00 to Sto 6f50.00 SHEET 4
POPPYf7EL0 COURT
2 EXISTING UTILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR, UNLESS PLAN and PROFILE - SROOICVIEW COURT Sto 6*50.00 to Sto 8f08.77 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS
TAKEN TO DETERMINE STRUCTURAL SECT/ONS
OTHERWISE NOTED. RELOCATION OR REMOVAL OF ANY EX/ST/NG UTILITIES NOT
COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECT/ON OF 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SO/L WHICH CONSIST' OF A
THE RESPECTIVE UTILITY OWNERS AT THE EXPENSE OF THE DEVELOPER. W ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH
3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL, /F ANY, W SROOKVIE J PRO7RUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED
EXISTING SURVEY MONUMENTS INDEX TO STORM DRAIN DILA WINGS fDWg! No. 1828DI , CT. SfIADOWBROOK DR. Z W/THA FINE GRADE MATER/AL OFA QUAL/7Y BETTER THAN THE NAT/VE MATER/AL.
Z SHEET 3 12. /F 77-1E ASPHALT CONCRETE /S TO BE PLACED ON SUB-GRADE, A SOILS 57FRILANT
4. THE CONTRACTOR SHALL POSSESS A VALID STATE CON7RACTOR'S LICENSE AND SHALL n 14 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED
SHEET 1 of 13 Ql z" Q 4Q 5Q REVISION: TITLE SHEET Z W
BE REQU/RED TO POSSESS A VALID CITY BUSINESS LICENSE WH/LE PERFORMING WORK � p v AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO
ON THIS PROJECT. SHEET 9 of 13 55 REVISION- PLAN and PROFILE - OLD POST DR/VE � W � � PAV/NG.
RTHSIDE �
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL RE-OUIRED PE-RMI7S SHEET 10 of 13 2QQ 5Q REWS/ON.• STORM DRAIN LATERALS C-30 and 31 HEACT. 13 ESTIMATE OF QUANT/77ES /S PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE
PRIOR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS. W OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERM/NAT/ON OF
CONSTRUCTION QUANTITIES BEFORE SUBMITTING A B/D. ANY ITEM OF WORK REQUIRED BY
6. THE CON7RACTOR(5) AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE p THESE PLANS WHICH Is NOT SPECIFICALLY LISTED /N THE EST/MATE OF QUANT/T/ES SHALL
RESPONSISIL/7Y FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION BE CONSIDERED AS INCLUDED /N THE OTHER /TENS OF WORK.
OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS ■
REQUIREMENT SHALL APPL Y CONT/NUOUSL Y AND NOT BE LIMITED TO WORKING HOURS. OLD POST DRA BUTTONWOOD Z 14. STRfl-T SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE-
CT
E
T CT. Q CONSTRUCTED AT EACH INTERSECT/ON.
7. THE CONTRACTOR SHALL DEFEND, INDEMN/FY, AND HOLD THE OWNER AND ENGINEER UTILITY OWNERSf1IP j �, v 4, v
HARMLESS FROM ANY AND ALL LIABILITY, RELATED TO OR ALLEGED, IN CONNECTION Z O 3 W 15. CITY APPROVAL OF PLANS DOES NOT REL/EVE THE DEVELOPER FROM RESPONS/B/L/TY
0 o v FOR THE CORRECTION OF ERROR AND OM/SS/ON DISCOVERED DURING CONSTRUCTION.
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING STORM DRAIN: CITY of RANCHO CUCAMONGA (909) 477-2700 t O ---- � W Z o
FROM THE SOLE NEGL/GENCE OF THE OWNER AND/OR THE ENG/NEER. 10500 CIVIC CENTER DRIVE o SHEET ,3 Z 0 UPON REQUEST THE REQU/RED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE
RANCHO CUCAMONGA, CALIFORNIA 91730 - DR. O CITY ENG/NEER FOR APPROVAL.
8. LOCKMAN & ASSOCIATES WILL PROVIDE ONE SET OF CONSTRUCTION STAKES FOR HOMESTEAD
�+ BROOK OR/VE V� � 16. WORK SITE AND EXTERIOR STREETS SHALL BE /N A NEAT CLEAN, HAZARD FREE,
THIS IMPROVEMENT PROJECT. ANY ADDITIONAL STAKES REQU/RED SHALL BE THE SEWER.- CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 t7 m ORDERLY STATE, THROUGHOUT CONSTRUCT/ONSITE SHALL BE CLEANED UPON REQUEST
RESPONSIBILITY OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WITH THE 9641 SAN BERNARDINO ROAD
O OF THE INSPECTOR.
ENGINEER FOR ADDITIONAL STAKES. THE CONTRACTOR SHALL NOTIFY LOCKMAN & RANCHO CICAMONGA, CALIFORNIA 91730-0638 = Z N _
ASSOCIATES AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY STAKING -1 y
CHINO BASIN MUNICIPAL WATER DISTRICT (909) 357-0241 V 17. CONTACT ALL UTILITY COMPANIES AS REQU/RED, 48 HOURS PR/OR ro EXC.4VAnoN
Z E ■
9. CADASTRAL INFORMATION SHOWN HEREON /S FOR GENERAL INFORMATION PURPOSES 9400 CHERRY AVENUE ,IA pRl� v
LLVE
ONL Y. SHOULD ANY D/SCREPANC/ES AR/SE /N THE HORIZONTAL LOCATION OF THESE FONTANA, CALIFORNIA 92335 O OAK ��
IMPROVEMENTS AS SHOWN HEREON AS COMPARED TO THE FINAL MAP, THE FINAL MAP
ARBORGLEN DR/VE
SHALL GOVERN. ALL CONSTRUCTION STAKING FOR THE HORIZONTAL LOCATION OF 0A TER.• CUCAMONGA COUNTY WATER D157PICT (909) 987-2591 SPECIFICA TIONS
THESE IMPROVEMENTS SHALL BE BASED UPON THE RECORDED FINAL MAP. 9647 SAN BERNARDINO ROAD z __
RANCHO CUCAMONGA, CALIFORNIA 91730-06J8 nLZ 1z
10. UNAUTHORIZED CHANCES & USES•THE ENGINEER PREPARING THESE PLANS WILL NOT = LL_ 1.0 ALL WORK SHALL BE PERFORMED /N ACCORDANCE WITH THE STANDARD SPEC/F7C477ONS FOR PUBLIC WORKS CON57PUC77ON
BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF CHINO BASIN MUNICIPAL WATER D157RICT (909) 357-0241 (S.S.P.W C), 1997 ED/TION, INCLUDING ALL SUPPLEMENTS THERETO AND THE STANDARD PLANS FOR PUBL IC WORKS
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE 9400 CHERRY AVENUE fA SHADOWGROVE DRIVE SHADOWGROVE DR/VE CONSTRUCTION, CITY OF RANCHO CUCAMONGA.
APPROVED BY THE PREPARER OF THESE PLANS. FONTANA, CALIFORNIA 92335 Z
Z 2.0 SUBGRADE PREPAR477ONS
11. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICAT/ONS AND CONTRACTUAL METROPOLITAN WATER DISTRICT (909) 593-7474 Q
AGREEMENT. 700 NORTH MORE NO AVENUE
2 1 ALL SUBGRADE PREPARA77ON SHALL BE DONE /N CONFORMANCE W/7N SEC77ON 301-1 OF THE S.S.P.W.C.
Z
12 THE CONTRACTORATTENTION /S EXPRESSLY D/REC7F0 TO ALL INE REQU/REMEN7S
LA VERNE, CALIFORNIA 91750 v
2.2 ALL SUBGRADE PREPARA170N SHALL BE PERFORMED UNDER THE DIRECTION OF THE SO/LS ENG/NEER, AND CERT7F7E0
'S p
AND PROVISIONS OF THE STATE OF CAL/FORN/A SAFETY REGULATIONS. CONFORMANCE GAS.• SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 GLENALRE COURT O SPR/NGBROOK CT. SPR/NGBROOK DRIVE PR/OR TO THE PLACEMENT OF ANY BASE MAIFR/AL.
THERETO SHALL BE STRICTLY ENFORCED DURING THE ENTIRE LIFE OF THE CONTRACT. o 2.3 RELATIVE COMPAC770N FOR 1NE F/NAL PREPARATION OF THE STREET SUBGRADE SHALL BE PERFORMED PURSUANT TO
ELECTR/C. SOUTHERN'CALIFORNIA ED/SON COMPANY (800) 655-4555 SECTION 301-1.3 OF THE S.S P.W.C.
13 THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVATION OUTSIDE OF THE 7951 REDWOOD AVENUE • ;'
PROJECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER. ALL AC/CONCRETE FONTANA, CALIFORNIA 92336 t 3.0 CRUSHED AGGREGATE BASE MATERIAL
REMOVALS ARE TO BE DISPOSED OF OFF-SITE. 4 t h S TREE T
TELEPHONE- GENERAL TELEPHONE COMPANY (800) 483-3000 3. 1 ALL CRUSHED AGGREGATE BASE MA7FRIAL FOR STREET IMPROVEMENTS SHALL BE IN CONFORMANCE WI7H SEC77ON 301-2
14. THE CONTRACTOR SHALL REV AND VERIFY ALL GOND/T/ONS AND MENS/ONS AT THE j2 UNTREATED BASE MATERIAL SHA BE CRUSHED AGGREGATE BASE UNLESS APPROVED OTHERWISE BY THE CITY ENG/NEER,
,AOR SITE BEFORE COMMENCING
ANY PORTION OF THE WORK- COMPARE ACTUAL CABLE.- COMCAST (909) 983-9895
CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICH WORK lS TO BE 7205 DUPONT 57PE-ET
PERFORMED,- CHECK AND CONFIRM LOCATION OF EXIST/NG STRUCTURES, EQUIPMENT 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 CABLEY/SION (909) 987-6275 3.3 CRUSHED AGGREGATE BASE MATER/AL SHALL COMPLY WITH SECTION 200-2.2 OF THE S.S P.W C.
DISCREPANCIES TO THE OWNER'S ENG/NEER PRIOR TO THE COMMENCEMENT OF WORK. 10808 FOOTHILL BOULEVARD #f120
RANCHO CUCAMONGA, CALIFORNIA 91730 N T S J4 THE RELATIVE COMPAC77ON OF ALL BASE MATERIAL SHALL NOT BE LESS THAN 95 PERCENT (EXCEPT IN THE AREAS BACK
15. CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD WORKERS AND OF CURB) AND SHALL BE CERTIFIED BY THE SOILS ENGINEER.
THE GENERAL PUBLIC FROM INJURY DURING THE ENTIRE TIME OF CONSTRUCTION- 4.0 ASPHALT CONCRETE PAVEMENT
MAINTAIN THE JOB SITE IN AN ORDERLY CLEAN MANNER THROUGHOUT THE COURSE OF
WORK AND NOT BLOCK LEGAL EX/TS AND ENTRANCES,- LEAVE WORK AREA CLEAN, FREE 4. 1 ALL ASPHALT CONCRE7F PAVEMENT SHALL COMPLY WITH SECTION 302-5 OF THE S.S.P.W.C.
OF DEBRIS AT THE END OF EACH DAY, COMPLY WITH ALL APPLICABLE CODES
4.2 ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN TWO (2) COURSES. THE BASE COURSE THICKNESS SHALL BE AS NOTED
16. ABBREVIATIONS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH SECTION 7-3.2 COMSTRUCnON ITEMS /Storm Dr&*1 QUANTITIES CONSTRUCTION ITEMS OUANT/TIES ON THESE PLANS AND SHALL BE BAR-4" AS SPECIFIED /N SECT/ONS 203-1, 203-6.1 AND 203-6.3.2 OF THE SS.P.W.C.
OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (S S.P.W C.). THE TOP AND FINAL COURSE SHALL CONSIST OF A ONE (7) INCH THICK LAYER OF D2AR-4AA0 AS SPECIFIED /N SAID
O
17. CIRCLED NUMBERS (FOR EXAMPLE, (D) REFER TO CONSTRUCTION LEGEND NUMBERS. See Qi 2Q Q Q 5Q Rewslon to Drawing No. 16280, Sheets 1, 9 and 10 of 1.3 1 CONSTRUCT 3, (INCHES) min. AC PAVEMENT OVER 4 (INCHES) CRUSHED AGGREGATE BASE. 45,020 SF SECTIONS.
47W.3 PRIOR TO 7PLACEMENT OF THE FINAL PAVEMENT COURSE AS SPEC/PIED /N PARAGRAPH 3.2, A TACK COAT SHALL BE
18. THE CONTRACTOR SHALL UNCOVER AND VERIFY THE LOCATION AND DEPTH OF ALL
for the Storm Drain System t0 be constructed %n conjunction with these plans. PLACED PURSUANT TO SECT/ON 302-5 4 OF THE S S P.W.C /F SECOND COURSE OF AC IS PLACED WITHIN 24-HOURS
2 CONSTRUCT CONCRETER AN GUTTER, TYPE- A2-6, P R F
CUB D GU E , E E CITY O RANCHO CUCAMONGA . .2,500 IF
EX/ST/NG UTILITY LINES AND PUBLIC IMPROVEMENTS PRIOR TO EXCAVATING. THE OOF THE FIRST COURSE OF AC, THE TACK COAT MAY BE OMITTED.
CONTRACTOR HA MAKAPPROPRIATE4 CONSTRUCT 36-/NCH RCP, D-LOAD AND LENGTH AS /ND/GATED ON PLANS . 285 IF STANDARD PLAN 104: W = 24 (INCHES)
SHALL E ARRANGEMENTS FOR THE PROTECT/ON OF ALL
0
50 POR77AW L:EUENT CANL'RE7E - PORTLAND CEMENT CONCRETE PCC FOR CURBS, WALKS, GUTTERS, AND CROSS-GUTTERS
UT/L/TIES (PCC)
O6 CON57PUCT 24-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS . . . . . . . . . . . . . . . . . . 40 IF O4 CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . . 942 SF SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 3-INCHES AS SPECIFIED IN SECT/ON 201-1 OF THE S.S.P.W.C.
STANDARD PLAN 106-A
PLACEMENT OF PCC SHALL COMPLY WITH SECT/ON 303-5.3 THROUGH SECT/ON 303 5.5.4, INCLUSIVE, AS SPEC/F/ED /N THE
O8 CONSTRUCT CURB OPENING CATCH BASIN PER STANDARD PLAN 300, OF THE CITY OF . . . . . . . . . . . . 3 EA S.S P.W.C. CONCRETE CURB AND GUTTER AND CONCRETE CROSS-GUTTER SHALL BE PLACED UPON CRUSHED AGGREGATE &ASE.
RANCHO CUCAMONGA STANDARD PLANS; W AS INDICATED ON PLANS CONSTRUCT LOCAL O5 CONSTRUCT HAND/CAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA . 4 EA
DEPRESSION PER STANDARD PLAN 307, OF THE CITY OF RANCHO CUCAMONGA STANDARD PLANS. STANDARD PLAN 102: X = 5' (FEET) L = 8' (FEET)
12 CONSTRUCT ✓UNCT/ON STRUCTURE No. 2 PER STANDARD PLAN 331, OF THE C/TY OF . . . . . . . . . . . . 2 EA O6 CONSTRUCT CATCH BASIN LOCAL DEPRESS/ON, CASE AS INDICATED, PER CITY OF . . . . . . . . . . . . . . . . . 3 EA
_B_E- NCH_M- ARK CUCAMONGA STANDARD PLANS RANCHO CUCAMONGA STANDARD PLAN 307
CITY OF RANCHO CUCAMONGA VALUES for A, B, C, and D AS INDICATED ON PLANS. 12 INSTALL R1 'STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . . . 2 EA CITY
BENCHMARK No. 9 STANDARD PLAN 401 DESCRIPTION OF REVISION DATE APPROVED
RAILROAD SPIKE IN POLE No. 97773E. LOCATED 13 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401. . . . . . . . . . . . . . . 3 EA
AT THE NORTHEASTERL Y CORNER OF 6th STREET CITY O F RANCHO CUCAMONGA
AND ARCH/BALD AVENUE. 14 PAINT 'STOP' PAVEMENT MARKINGS WITH 8' (FOOT) HIGH LETTERS AT 8' (FEET). . . . . . . . . . . . . . . . . 2 EA
EL E VA MN.• 1061.054 FROM STOP BAR AND PAINT 12' (INCH) WIDE STOP BAR CONFORMING TO THE CAL TRANS
UN/FORM TRAFFIC CONTROL DEV/CES MANUAL, PART III - MARKINGS STREET IMPROVEMENT PLANS
EX/STING SURVEY MOMVWtlTA TION 15 CONSTRUCT 4' (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET), PER C17Y OF RANCHO . . . . . . . . . . . 10,365 SF
CUCAMONGA STANDARD PLAN 703 f o r
/ HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . . . . . . . . 4 EA
THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WH/CH STANDARD PLAN 134
L/ST OF STAA�DARD PLANS TRACT No. 15727-5 (private)
------- -- - CURRENTLY EXIST /N THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED 17 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA . . . . . QROF ESS
3' TITLE SHEET
STANDARD PLANS FOR THE CITY OF RANCHO CUCAMONGA, MAY 1992 EDITION.• AS FOLLOWS.- STANDARD PLAN 101: W = 16' (FEET) OR AS INDICATED ON PLANS Q O��
101 DRIVE APPROACH & S/DEWAL K S� LAND O l3 EA W L B UR �•
O S 19 INSTALL 5800 LUMEN STREET L/GHT, PER CITY OF RANCHO CUCAMONGA STREET APPROVED B Y: - - DATE `
Underground Service Alert 102 HANDICAPPED ACCESS RAMP )VOLAE �� O A. LF LIGHTING STANDARDS (paid for by developer, insto/%d by SCE) �' y ,/ , �`-=�--
103 SIDEWALK AND RAMP LAYOUT AND JOINT DETAIL l/f o 1 r Z CITY ENGINEER �: - ��`L, _ R.C.E. 24953
FORE S 20 INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 131-A . . . . . A}6 424
0� YO 104 CURB AND GUTTER-BARRIER ��4r
o G DATED: Z-/ O I �° 31 00 DESIGN PREPARED IN THE OFFICE OF RECOMMENDED
o
Call:I I: TOLL FREE 106-A CROSS AND LONGITUDINAL GUTTERS 21 REMOVE WOOD BARRICADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 EA xp
Rano/d A. Musser, L.S. 4230 Ex 6 30 00 O L- D.L.M. LOCKMAN & ASSOCIATES
131-A WOOD BARB/CADS * * 26 INSTALL STREET TREE SEE NOTES ON SHEET 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 EA J'� `'1 �Q CONSULTING ENGINEERS AND PLANNERS
1-gpp 134 /AfSTALLAT/ON OF REFLECTANT HYDRANT MARKERS ql �'v `� �� DWN. 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SHEET OF
307 LOCAL DEPRESSIONS AT CATCH BASINS `fI� LS 4230 �� 38 CONSTRUCT CURBSIDE DRAIN WITH OPEN( CHANNEL PER CITY OF RANCHO)CUCAMONGA . . . . . . . . . . . . . 4 EA F OF A0� TEL (909) 944-6988 FAX (909) 948-8508
422-4133 STANDARD PLAN 107-9, D=12', W=3' without manhole frame & cover C D.L.M.
401 STREET NAME SIGN / SIGN POST INSTALLATION
lF OF CAL\�`�� CHK. eY �� � / DWG. No.
TWO WORKING DAYS BEFORE YOU DIG
CHARLES W. LOCKMAN R.C.E. 42485 L4 /
6
C.W.L. DATE FEW-199g-" FILE No. 95-3438 r (tom
PROJECT SHEET No. OF
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II D ® STREET TREE NO TES
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N O M
Q 1. ALL STREET TREES ARE TO BE- PLANTED IN ACCORDANCE WITH CITY STANDARD PLAN NO. 510.
8 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARD PLANS
Nos. 502 AND 505, AS PROXIMITY TO HARDSCAPE DICTATES
m 3. PR/OR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL
BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT
6 n� DEf7C/ENC/ES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE
W O ) CITY INSPECTOR.
9 4. ALL STREET TREES ARE SUBJECT TO INSPECT/ON AND ACCEPTANCE BY THE ENG/NEER/NG
DIVISION.
O 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
* � ho;
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15 TYPE STREET NAME BOTANICAL/COMMON NAME QTY. SPACING SIZE
f Int = Sto 6+50.00 SILVER fERN PLACE A OLD POST DR/VE CE RCIS OCCIDENTALIS/WESTERN REDBUD B 20' 0.C. 15 GAL.
= Sto 6+50.00 BROOKKEW COURT
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B SIL VER FERN PLACE RHUS LANCEA/AFR/CAN SUMAC 17 20' 0.C. 15 GAL.
Q) w N 1521 W
10
C BROOAWf COURT CERC/S OCC/DENTAL/S/WESTERN REDBUD 5 20' 0.C. 15 GAL.
►►� �6 B o`�rn _ _CR�� 1O3g 08 D MORN/NG BREEZE OR/VE LAGERSTROEM/A INDICA 'MUSKOGEE'/CR4PE MYRTLE 3 2o' O.C. 15 GAL.
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15 0 �C 1 Sta 6+90.07 EC
Sta 6+05.00 BC 27.12' Left
�o3g.30
1.Ox 2.JX
Sta 6+95.00 EC ^j 1o,�'k � � �
5R
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Sta 7+14.38 BIC \ 23.66 Left
16
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21.82' Right 'o ! 1� 18'
95
1----AC PAVEMENT
1D W Sta 7+58. 13 EC 1O PER ; I O PER
CIIRVF TABLE b, 25.7;" Left FOOT SLOPE , FOOT SLOPE
_ 1.7X 1 1.7�'
"� 16
O R L T r �0�'
777-7
177rT77T7 TT7777TT77�r 4'A S� 2 -COMPACTED AGGREGATE BASE /72
CRUSHED s/W
90 00 00 27.00 42.41 27.00 z 12 SUBGRADE
B 10'00'00' 102.00' 17.80' 8.92' 15 �'ry
C 110.00'00' 58.00' 111.35' 82.8.x' 1 -r T YP/CAL S TREE SEC TION rA
D 15.00100' 112.00' 29.32' 14.75' r` LOCAL INTER/OR STREETS 2
E 25'00'00' 112.00' 48.87' 24.83'
F 210700'00' 38.00' 1 139.28' 141.82' Sto 7+98.93 BC °o Sta 7+98.93 BC N T S
36.71' Righty' CID
50 1 36.71 Left T 5..o
r� 1039 �9
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14 13
15 1f Sto 8+08.77
BROOAWEW COURT
Lot E v
- - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CITY
- - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - DESCRIPTION OF REVISION DATE
APPROVED
_____ CITY OF RANCHO CUCAMONGA
�O/C�e/'7 Oak RO�d STREET IMPROVEMENT PLANS
for TRACT No. 15727-5 (private)
CONSTRUCT/ON ITEMS TYPICAL SECTIONS
QROFESSIO� AND DETAILS
W R �
KNUCKLEDE TA/L O CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE �� s L BU APPROVED BY: - DATE --
Underground Service Alert ( ) CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA
STANDARD PLAN 104: W = 24' (iNCHEs) W CITY ENGINEER � �-��. CCCt� (.� R.C.E. 24953
v O�F�oE y�G Si/vee Fein P/ace and 15 CONSTRUCT 4' (/NCHES) THICK PCC S/DEWALK, W=4' (FEET), PER C/TY OF R4NCH0 * �7�;. �31 QQ * DESIGN PREPARED IN THE OFFICE of RECOMMENDED
o Cell: TOLL FREE CUCAMONGA STANDARD PLAN 103 LOCKMAN & ASSOCIATES
Brook view CourtD.L.M. CONSULTNlG ENGINEERS AND PLANNERS
�
1-HOO s�q7 '\I``• ��\� DWN. 10281-A TRADEMARK 5T. RANCHO CUCAMONGA, cA. SHEET OF
VF OF CAS\� D.L.M. TEL (909) 944-6988 FAX (909) 948-8508 2 4
422-4133 CHK. BY: DWG. No.
TWO WORKING DAYS BEFORE YOU DIGCHARLES W N R.C.E. 42485
C.W.L DATE FEB FILE No. 95-3438
PROJECT SHEET No. OF
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CONSTRUCT/ON ITEMS
1 1 CONSTRUCT 3' (INCHES) min. AC PAVFMFNT OVER 4' (INCHES) CRUSHED
See Tract 15727-1
AGGREGATE BASE
Sheet 4A of 12
1628 �-�� O CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF
wing No �-- . - RANCHO CUCAMONGA STANDARD PLAN 104: W = 24' INCH
Ora Road (INCHES)
SCALE Golden Oak SCALE 5O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA
See Tract 15727-1 STANDARD PLAN 102: X = 5' (FEET) L = 8' (FEET)
1 " = 40' 6 6 s 30' 1 " = 40' Sheet 4A of 12 O CONSTRUCT CATCH BASIN LOCAL DEPRESS/ON, CASE AS INDICATED, PER CITY OF
SEE SHEET 4 of 4 19 30' SEE SHEET 4 of 4 Drawing No. 1628 RANCHO CUCAMONGA STANDARD PLAN 307
m N S//ver Fern Place o 0 12� s' 1 Si/ver Fern Place Go/den Oak Road ,2 INSTALL R1 'STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA
01 40' O 6_Qv o 4. 0' 40' 6 19 6 v STANDARD PLAN 401
.� I I 2 6
zm V 30' 30' v 17 19 17 02 0, + � I 1�I II 1 �1 <
19 -�u W 2�j h 2L� V n �� {' III 3O� 3O, U o U 3O� 3O� 13 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD
W PLAN 401
12' 18' 18' 12' ►� Q ^ O o W 17 m' N �!1 lI t'1` II.{ 12' 18' 18' 12' c a r\ 12' 18' 18' 12'
O 26 26 eF Z of 26 26 In mz `\ o, O 7 �� 17 17 I\ 14 PA/NT 'STOP' PAVEMENT MARK/NGS WITH 8 (FOOT) HIGH LETTERS AT 8' (FEET)
DO O �` �� to k'1 1 1 h I I I I I I I 1 FROM STOP BAR AND PAINT 12' (INCH) WIDE STOP BAR CONFORMING TO THE
N Q Q o n c� 1 o 1. I I I I I I:1 1 CAL TRANS UN/FORM TRAFFIC CONTROL DEVICES MANUAL, PART /// - MARK/NGS
oQ Q �- I + N + h 2s 11 . t1 °� �. `O �. � + f ! I IIIf.II
0 1 ° II o�..l I �, II h I ►•� o p n N + .�. 1 .� 1 I'I II II I':I 17 `�
)18 Q h ^ I:. I I I.`I I 15 CONSTRUCT 4' (INCHES) THICK P.C.C SIDEWALK, W=4' (FEET), PER CITY OF
.t ►\ p I . I
' ' "" O ~ 25 1 I I I 1 11 If Int = Sta 1+00.00 O O O RANCHO CUCAMONGA STANDARD PLAN 103
o In 12 i. III I I I•`I �I h o /, .: 1 I -I I I S + + + I I. I o I I I:.I
�n 1 11 OLD POST DRIVE 5 I I I cnIQ< N N + o
Sto 1+45.00 BCR _ A TCH L - Sto 1+45.00 ECR (ell /� /� C ` I I I I Q Q I I. I I I I .I I 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA
----�-- 11.. ' = Sta 15+99.81 �, Z w. /�.:I I �, I f l
1 5 I 5 1 5 l\� ��. ' I _� I �' 1 5 �y bU (r� t� `o l:� w STANDARD PLAN 134
5 0, v �x Go/den Oak Rood \ / / \ 17 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA
1 i' o��G �' 1 l l I o I Y . Hyl ( I I I:'I I /.j i
1 \ ( / , N STANDARD PLAN 101: W = 16' (FEET) OR AS INDICATED ON PLANS
• •IT 13 • I • __ �� j3'4d \\ \_11 / i i • ). i / b N
A - i `L N �6� 1 % ! I "! �2 _ I I I t/ / V N b 19 INSTALL 5800 LUMEN S7REET LIGHT, PER CITY OF RANCHO CUCAMONGA STREET
3 4 - ---- �o- �� G S \\ 1� /. / I I _ 03�' O LIGHTING STANDARDS oid for b developer, insto/%d b SCE
32 °r12�- �T - 36 SD - r -- /p4? 2 V I - (P ) J )
10 2 �� 14 t 3 r I I I m ^ o
1 1
1- �� 4+00 1� v 1 6 , C SS �c�98 / moo;s� 2+001 3+00 I I I: - j.1 I 1Q = 20 INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 131-A
Tom_ Z - \\ O
5+00 2 N 893439' E �p 3+00 N 89.34'39' E 30 hl 2+00 B 2 _ , n \� \ �� I:.I II II I I V + �5 1 - 2 Tco��
b ' / 4 N 89""34'39' E REMOVE WOOD BARRICADE
- - -- - - - w � - -- W- --- �° S`✓- -~ 3 L� , + 11 ,C O
Int = Sta 1+00.DO :�. - - - - \ 0 a 26 INSTALL STREET TREE. SEE NOTES ON SHEET 1
i
1032. F \\.� T u,\\ \ �� _ I I L.1 I `_\ \ y O
\ MORN/NG BREEZE DRIVE 1 I I I I • • T
\ o. Sto 3+70.00 �
TO � rt', \\ \\ U, \\ \ \\ b Si/ver Fem Place15 K%j
�. �. r\ o 0 0 \ \1 \\ \ \\ I I 15qK
b O N o ♦ �.. I o I I I.:1
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+ ^ Q + + \ \\ 1 °0 0, `� m I I I I ° ( I'..1 I Int = Sto 3+58.77 MORN/NG BREEZE DRIVE
Sto 18+48.27 Golden Oak Rood
a
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1 � Z CITY
31 z 21 151 12 � 26 "� 30' 30' DESCRIPTION OF REVISION DATE
° _ Int = Sta 3+80.63 OLD POST DRIVE 8n eC't of 8 30' 30' p APPROVED
d
_ I t Z �.,
= Sta 1+00.00 Silver Fern Place G� see t �A o. 16 6 0' l i 6 0
5h �g N CITY OF RANCHO CUCAMONGA
cn oI-w. FPC>4537"w
a 21 Go/den Oak Road
r
m o �
/ I v Si/ver Fern P/ace See rrac t 15727-1
SEE SHEET 4 of 4
Sheet 4A of 12 STREET IMPROVEMENT PLANS
W CURVE TABLE Drawing No. 1628 for TRACT No. 1572 7-5
OLD POST DR./MORNING '
/ G BREEZE DR. (private)
A 90'00'00' 27.00' 42.41' 27.00' QRpFESS/0
B 15'54126' 300.00' 83.29' 41.91' �o
c-,
w`LeUR'�� Sta 1+43.14 to 5+10.63 / Sta 1+00.00 to 3+13.77
C 4T04'03" 500.00' 410.74' 217.76' APPROVED BY: /I 1 (� ' DATA '_r
Underground Service Alert
CITY ENGINEER 1�� -� { ���� , . .� � R.C.E. 249.53
fie:4 Z �
ORE yo Irf WAr p: S131100 DESIGN PREPARED IN THE OFFICE OF RECOMMENDED
* LOCKMAN & ASSOCIATES
`! o O
Call: TOLL FREE �i Q D.L.M. CONSULTING ENGINEERS AND PLANNERS
U �G�
1-800 ��, Civl\- ��� DWN 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SHEET OF
V F OF rA`\�0 TEL (909) 944-6988 FAX (909) 948-8508
422-4133 l•F� °•L.M• 3 4
CHK. - - DWG. No.
TWO WORKING DAYS BEFORE YOU DIG
B .
CHARLES W. IOCKMAN R.C.E. 42485 �� q /
C•W•L• DATE EB 1 9� FILE No. 95-3438 �(j
PROJECT SHEET No. OF
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1
U LC Int = Sto 3+70.00 SIL VER FERN PLACE 7 � � m � CONSTRUCT/ON /TENS
SEE SHEET 3 of 4 m = Sto 1(00.00 Mornin Breeze Drive 1 V - - --
CZ 9 m V p, ►� 2 6 p Int = Sto 6+50.00 S/L VER FERN PLACE
O/d Post Drive O W 26 ►� e o
(f) O 17 2 6 17 1 7 2 6 19 17 ': 2 6 2 6 2 6 o, Q rj o; ry = Sto 6+50.00 BROO/MEW COURT O CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED
6 N O p v O N ,�/ 0 AGGREGATE BASE
- h � � O � m O � �' m � m m � � ^ O J O J b �� � � Q 8 X 0 19 2 CONSTRUCT CONCRETE CURB AND GUTTER TYPE - P
D b I l I I j l 1 2 °' ti 3 4 5 Q + 0 0 E A2 6, PER C/TY OF
r �` Q p Q Nj O e 4� Q, Q, Q N ^ h ca O h Q o �o p �� 0 RANCHO CUCAMONGA STANDARD PLAN 104: W = 4' IN
I qj b V O b N V b O O� h ,,� 'i- h� N �., rpy '� 9 Q 2 ( CHES)
Q m in 'f, Q ,�, Q Q h °j yell
Q roll w '\0 O STANDARD PLAN CONCRETECONSTRUCT 106 ACROSS GUTTER PER CITY OF RANCHO CUCAMONGA
r I I i I I a o o o o
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C N �A,• � k6
r 13 \ o ��• �,� fay Ln 1 5 �+ h �+ y w 15 v+ p� ;: G O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA
30 10 STANDARD PLAN 102 X = 5 E L = e E
• ,: 5ti
• - - • • • _ - 10'Z5�21 W o`���A ,� 5.5 12 INSTALL R1 'STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA
N �c `�' G STANDARD PLAN 401
�o - - W- -1 -- - - -- - -- - - - - l W_ 2 6 k6 - B �`6 - `-- pg 10p
�� V ?oma 2 2f 00 v 3100 0 4100 �l 5F00 10��G c� 6�0 j0� ORNFWAY 13 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD
I ? I SS Sto 6+51.01 W = 12' PLAN 401
Z 1 SS � w 1 1 N 00'21'55' W T
1 C1 9 N 0021155' W �O �p 2 l`�`�� A 14 4 A 034.66 b 2 16 0) A 38 ,�' 20.24' Left 1 14 PA/NT 'STOP' PAVEMENT MARKINGS W/TH 8' FOOT HIGH LETTERS AT 8' FEET
h 103 �G � � c • 0 1 T � 1 1 ( ) ( )
_ -- -__ - - --- FROM STOP BAR AND PAINT 12' (INCH) WIDE STOP BAR CONFORMING TO THE
r I �•, / �� -- • • • • • • • 1 3 Type C 2 6 CAL TRANS UN/FORM TRAFFIC CONTROL DEVICES MANUAL, PART /l/ - MARK/NGS
Rh G 44 \1 C • Sto 6+90.07 EC 15 CO 4' (INCHES) THICK P,C-C SIDEWALK, W=4' (FEET), PER CITY OF
Sto 6+05.00 BC CONSTRUCT
29 f' I I �/� 5 \� 5 1 5 J 1038.TG I `3 ` 27. 12' left RANCHO CUCAMONGA STANDARD PLAN 103
E. - - o Sto 6+95.00 EC o 4ti
Int = Sto 1+00.00 SILVER FERN PLACE O I o '�' I " Sto 7+09.70 BC 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA
J Sto 1+45.00 ECR Sto 1+45.00 BCR m m p Sto 7+14.38 BC p
l a I I I I I m m h ATC L L N 1 G STANDARD PLAN 134
= Sto 3+80.63 O/d Post Drive N m m m m r.l I I 12 m `f 2366 Leff 11
r i i z I I-.i + v
l� m b b h � 5� , �' OR/I�EWAY 17 CONSTRUCT CONCRETE DR/VE APPROACH PER CITY OF RANCHO CUCAMONGA
E I I( 3 I I 11 W Q b b b b �i �n ` b Q Q o - 1 7 STANDARD PLAN 101: W = 16 FEET OR AS INDICATED ON PLANS
I `� I I I O 17 �'� �� 0 16 IC DRIVEWAY ��I o Sto 7+10.46 ( )
~ ~ O O b +.. 17 - �s"1 �G 23.21' Left 19 INSTALL 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO CUCAMONGA STREET
a � Sto 7+33.74 c� , . 0
'� 19.69' Right Type C LIGHTING STANDARDS (paid for by developer, instal%d by SCE)
12' 18' 18'I112'� 26 26 26 26 26 26 �}, 12' 18' 18' 12' + 26 26 9 D I 26
.�, ► V• 26 Sto 7+43.37 EC f E ` \ 26 INSTALL STREET TREE. SEE NOTES ON SHEET 1
30' 30' 23 19 22 0 30' 30' 0 26 21.82 Right �o�� �� Sto 7+58. 13 EC
.�„ 25.7T Left 38 CONSTRUCT CURBS/DE ORA/N WITH OPEN CHANNEL PER CITY OF RANCHO CUCAMONGA
601 6 0' g Type C 1 g Sto 7+52.00 • ter, 16 aV�?NEWAY STANDARD PLAN 107-3, D=12', W=3' (without manhole from& & cover)
O/d Post Drive 3 26 15 �' DR/VIEVAY ti Sto 7+62.34 1
+''' 26.03 Left
SEE SHEET 3 of 4 Morning Breeze Drive 1 Sto 7+98 07 Ih`� w!1 Type C 26 12
SEE SHEET3of4 36 g � �\
Sto 7+98.93 BC o 50 m, • Sto 7+98.93 BC
36.71' Right I �o� nc
91 36.71' Left%*`7 F-W
I _"P1,44 C:17 13.45' I'.
12.64' �j'
ORNEWAY On Curb F 38 On Curb r DRIVEWAY
17 Lf 2 17
Sto 8+21.60 Prod DESCRIPTION OF REVISION DATE CITY
r, Stc 8+21.94 (Prod) J ter, 35.77' Left ( ) APPROVED
35.65' Righ t rn
��- -- � Sto 8+08.77 13
14 26 Type C BROOKKEW COURT CITY OF RANCHO CUCAMONGA
CURVE TABLE 15 ILot E\'. Stc-8+47.41 (Prod 1g STREET IMPROVEMENT PLANS
- - - - - - - - I - - - � -10.35' Left - -
O O --- _ --- ___ -__ b oc N for TRACT No. 15727-5
D R L T _
114,
N ------- ------- -- -- - - ----- N t -
n 90.00'00~ 2700' 42.41' 2700' h o W. b - -- w- _ -w-- �O '� ^ o o SILVER FERN PL./BROOKVIEW CT. (private)
B 10.00'00~ 102.00' 77.6001 8.92' ° �o b 2 f 00 22f°° )"ESS/
b � Qz
C 110.00'00~ 58.00' 111.35' 82.83' 0 -SS SS 1O c ��� Q w t LBUR Sta 1+00.00 to 6+50.00 / Sta 6+50.00 to 8+08.77
• D 15'00'00' 112.001 29.32' 14.75' ~ m C b
0:1
- 24'5D- - - ,` �, -
Underground Service Alert _ 1 -- _=-- -- o Q , ,
-- m c __-_ _ / - - - - � . ''� y o S, APPROVED BY: / DATE _
~ 4 CITY ENGINEER - c :! ' _ ` ; R.C.E. 24953
O�FORE yo E 25'0000 11200 48.87 24.83 h �, _ - -
�'t� �\' �\ Ih. // Exjf- 3/3 /00
DESIGN PREPARED IN THE OFFICE of RECOMMENDED
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TWO WORKING DAYS BEFORE YOU DIG Sheet 2A of 5 CHK. --- DWG. No.
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Dram'ng No. 1628 C.W.L.
W L DS W. IOCKMAN R.C.E.
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PROJECT SHEET No. OF