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STREET 19th STREET
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FOR
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GENERAL NOTES : tzUj ROJECT DRIVEESA v w � ~ 0
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO N SITE O v
CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS LOMITA DR. '� ST
CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE �P
RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION.
BASE LINE p ROAD
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER
METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE FOOTHILL Q BLVD.
RIGHT–OF–WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE
SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO
THE CITY OF RANCHO CUCAMONGA.
ARROW ROUTE
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITHRANCHO CUCAMONGA CALIFORNIA
THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES ' Z D
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH Q m
FACILITIES ARE SHOWN ON THESE PLANS. =I= � � , U
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4. A PERMIT SHALL E OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING I T I Q =
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DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO
10
CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
SAN BERNARDINO FRWY
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES ti I 1
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF
SUB–GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING ++: I I SHEET 2
STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE Y ICINI I 1 MAP
AREAS.
6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR NTS
.. 1
CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. f'
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING _ 1 1 STREET CONSTRUCTION NOTES:
ORIGINAL GROUND AND ALL SUB–GRADES SHALL BE PERFORMED AT NO COST TO THE CITY �` I 1 NO. DESCRIPTION QUANTITY UNIT
OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL ; 1 SAWCUT, RMOVE AND RECONSTRUCT CURB TRANSITION FROM 8" TO 0" CURB FACE 65 S.F.
/ 1
BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE " TY OF RANCHO CUCAMONGA STD. PLAN NO. 101 360 S.F.
CONSTRUCT 'TYPE C'DRIVE APPROACH PER CI
MATERIALS AND/OR SURFACING. ' I 3 CONSTRUCT A.C. PAVEMENT (MATCH EXISTING SECTION) 130 S.F.
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CONSTRUCT LOCAL DEPRESSION, CASE A PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 307 1 EA.
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY
` 1
{ $ � + I I 5 CONSTRUCT CURB AND GUTTER, TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104 47 L.F.
ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, •�-- _
/ I` 6 CONSTRUCT 4" THICK P.C.C. SIDEWALK 340 S.F.
OIL CONTENT, AND GRADATION OF ASPHALT PAVING. � t
_ 1 7 SAWCUT, REMOVE do REPLACE A.C. PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. PLAN N0. 120 670 S.F.
9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO * z_ 1 1 8 CONSTRUCT 'TYPE C' DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN N0. 101 1 EA.
THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE � - - - / I 0 MODIFY EXISTING DRIVEWAY AS REQUIRED.
ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
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10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R–VALUE AND PAVEMENT TEST TAKEN " / ``' I 1 STORM DRAIN CONSTRUCTION NOTES:
TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). (f�
11 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO T
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C 0 STD. PLAN N 329
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY - '
= 1 12 REMOVE EXISTING t 20 L.F. OF 36" R.C.P. AND STORM DRAIN INLET AND TRAFFIC GRATE - L.S.
MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ( 1 13 INSTALL 36" R.C.P. WITH CONCRETE ENCASEMENT (D-1000) 60 L.F.
ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE + _ I W 14 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 300 1 EA.
1
I
GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL.
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12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB–GRADE, A SOILS STERILANT
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED
AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO
PAVING.
• i I NOTE:
13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE j 1 QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE
PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE I I USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB.
THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE i
DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. I I
THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE SHEET 2 1 I GEOTECHNICAL
OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE I 1
RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM r
OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY �5 RMA GROUP GEOTECHNICAL CONSULTANTS i
LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER __ 10851 EDISON CT.
—— —— RANCHO CUCAMONGA, CALIF. 91730
ITEMS OF WORK. _ ��_ --- TEL: (909) 989-1751 FAX: (909) 989-4287
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401—A 1 rl - CONTACT: ROBERT MARKOFF
AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. – � – – �1�i->� a>. ��� "' `– -
_ BASE LINE R
_ .: _ . _ . ARCHITECT
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR
THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON —–– –– –– – –_ - –"'— –– –– –– –– –– – –– –– –– ––— NTD ARCHITECTS
REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY : r .:: (: 2025 FINANCIAL WAY, SUITE 106
ENGINEER FOR APPROVAL.
GLENDORA, CA. 91741
i
�—y TEL: 6 —14 —
16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT CLEAN, HAZARD FREE, ORDERLY
INDEX MAP ( 26) 963 01 FAX. (626) 963 5771
,� CONTACT: GODWIN OSIFESO, AIA
STATE, THROUGHOUTCONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY SCALE: 1 =100
INSPECTOR.
OWNER DEVELOPER
17• CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION.
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: ENGINEER'S NOTICE TO CONTRACTOR ALTA LOMA SCHOOL DISTRICT
A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE 9340 BASELINE ROAD
10440 ASHFORD STREET, TELEPHONE: (909) 987-2591 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ALTA LOMA, CA. 91701-5821
RANCHO CUCAMONGA, CA 91730-0638 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL TEL (909) 484-5100 FAX: (909) 484-5175
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE CONTACT: MIKE WHISENAND
LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
B. SOUTHERN CALIFORNIA EDISON ATTENTION: DAVID QUEZADA HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
7951 REDWOOD AVENUE TELEPHONE: (909) 352-6240 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING
FONTANA, CA 92336 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: JESUS GARCIA 2• ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS,
216 N. EUCLID AVENUE TELEPHONE: 800 427-2200 RES. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY
( ) ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO
ONTARIO, CA 91762 TELEPHONE: (800) 427-2000 COMM. ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING
FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURE NOT REPORTED OR
D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000 INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR CIN
585-A NORTH MOUNTAIN AVENUE RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DESCRIPTION OF REVISION DATE APPROVED
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT
c UPLAND, CA 91786 THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF CITY OF RANCHO CUCAMONGA
ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR
700 N. MORENO AVENUE TELEPHONE: (909) 593-7474 UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST STREET IMPROVEMENT PLANS
LA VERNE, CA 91750 BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. FOR
4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS–CEMENT WATER ALTA LOMA SCHOOL DISTRICT
$ PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED
WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE SUPPORT CENTER
DIRECTION OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME ALL
RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS BASE LINE ROAD AND AMETHYST STREET
L8 DIG
BENCHMARK:* PRODUCTS AND SHALL FOLLOW ALL O.S.H.A. AND E.P.A. GUIDELINES TO MINIMIZE HEALTH ; �%
W CHISELED ON END CURB BY WEST HAZARDS. Approved By �J' DATE:
CURB RETURN AT NORTHWEST CORNER OF
EAST DRIVEWAY INTO HIGH SCHOOL PARKING 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND pR s o / CITY ENGINEER RCE NO. 1 -j
DIAL TOLL FREE o LOT ON BASE LINE AND VINEYARD. CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE DESIGNED BY: RECOMMENDED:
ELEV 1446.699 ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN
.� �s o 10990 Commerce Center Dr., ate. 200
11-800- 27-'1800 ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. � No. C 0472,55 NJ � Rancho Cucamonga, C&I forma 91790
ALTA LOMA SCF100L DISTRICT
SUPPORow1w CENTER
0C Exp. 12/31/03 DRAWN BY: Phone (909) 581.M SHEET
AT LEAST TWO DAYS BASIS OF BEARING: n
BEFORE YOU DIG CENTERLINE OF BASE LINE ROAD BETWEEN CG I FAX (�) 5e1-Oe9e 1 OF
Sr+T civ o `p - C« Renee Lad Strnryors
$" HELLMAN AVENUE AND AMETHYST STREET s
UNDERGROUND SERVICE ALERT PER P.M. 33/17 SHOWN AS BEARING: e or cto CHECKED BY: kb Number: 453.0901 DRAWING N0.
OF SOUTHERN CALIFORNIA N89'58'49"W SE
••� Date: August 21, 2003
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45100,00" 22.50' 17.67' 9.32'
CITY
DESCRIPTION OF REVISION DATE APPROVED
STREET CONSTRUCTION NOTES:
5* 21' 6* 5' 1
CITY OF RANCHO CUCAMONGA
0) GRAPHIC SCALE 1 SAWCUT, REMOVE AND RECONSTRUCT CURB TRANSITION FROM 8- TO 0- CURB FACE
0
K)
U-) 20 0 10 20 40 2 CONSTRUCT "TYPE C" DRIVE APPROACH, PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 101
3 CONSTRUCT A.C. PAVEMENT (MATCH EXISTING SECTION) STREET IMPROVEMENT PLANS
NOTICE TO CONTRACTOR:
OPOSED � PRESSION, CASE A PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 307
TYPE
IN MT Vk"Ill .4 1 . EXISTING STORM DRAIN TO BE POTHOLED ALTA LOMA 00C.'HOOL DISTRICT
qC. 5 CONSTRUCT CURB AND GUTTER, TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104 _nNG
4'A
I inch 20 ft. TRUCT 4" THICK P.C.C. SIDEWALK PRIOR TO CONSTRUCTION TO VERIFY EXIS
ELEVATIONS SHOWN ON THIS PLAN. SUPPORT CENTER
EPLACE A.C. PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 120
0.74% 8 CONSTRUCT *TYPE C" DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 101, BASE LINE ROAD AND AMETHYST STREET
BENCHRARK: _j
C2 LA_ MODIFY EXISTING DRIVEWAY AS REQUIRED.
I L4' o o CY)C-4 r1_0
W DIG ALERT CHISELED ON END CURB BY WEST It 117*4 r� Approved By DATE:
Iq q (q*�? lq�OR Lq Cy!
CURB RETURN AT NORTH 0 0 0 0 0
EAST DRIVEWAY INTO HIGH SCHOOL PARKING 0) Cn 0) 0) 0 STORM DRAIN CONSTRUCTION NOTES: CITY ENGINEER RCE NO.
to :2 n L
DIAL TOLL FREE LOT ON BASE LINE AND VINEYARD. C14;; < DESIGNED BY: RECOMMENDED:
ELEV = 1446.699 U_ LA_ U_ Li- U_ U_ 11 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 329
z 10390 Commerm Center Dr., Ste, 200 0 1-800-227-2600 x4i��
19 1 REMOVE EXISTING ± 20 L.F. OF 36" R.C.P. AND STORM DRAIN INLET AND TRAFFIC GRATE NU. C 047255 NJ bneho Cucamonp, Calffornia 91730
00 00 00 Co
:6 AT LEAST TWO DAYS BASIS OF BEARING: 1 INSTALL 36" R.C.P. WITH CONCRETE ENCASEMENT (D-1000) Exp. 12/31/03 :0 PhODe (ON) 581-M ET
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1 3,
5
BEFORE YOU DIG CENTERLINE OF BASE LINE ROAD BETWEEN ING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 300 PAX (ON) 581 2 OF 2
0 CIS
1: HELLMAN AVENUE AND AMETHYST STREET l ETAIL clvl%�- CM1 killivem L&nd DRAWING NO.
U i BY:
z PER P.M. 33/17 SHOWN AS BEARING: Job Number 453.0901
UNDERGROUND SERVICE ALERT N89'58'49"W SCALE: 1 "=10' SE Date: Aujust 21, 2D03
OF SOUTHERN CALIFORNIA