HomeMy WebLinkAbout2070 FOOTHILL BLVD ------------
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO ARROW ROUTE
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTIO14 CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE LUA
RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. �<�' �z uj
9 T F i SiT
PAR EL MAP N 16141 1- :�z S 9 T E 9TH 13T
----------------------
2 ALL PIPELINES OF? SUBSTRUCTURES OF A14Y KIND, TELEPHONE OR POWER POLES, WATER ___> LA 00
CIL ECU115 LUA
METERS, VALVES, FIREE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE 2=3 �xl_
<
RIGHT-OF-WAY LIMITS Ok IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE
13TH ST
SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO On
VEMENT PLAN
THE CITY OF RANCHO CUCAMONGA. >
77TH !SIT z
7TH 13T z<
1 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH
7
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LUA
RESULTING DIRECTLY (OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH
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THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 0
0CALITIES AREE SHOWN ON THESE PLANS. 6TH ST 6TH !SIT Ell i
1%
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO 10
CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 4TH ST 4TH ST
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES L =3 =3 IS= =3 =3 =3 =3 =3 C==n =3 =3 =3 =3 =3 =M =3 =3 =3 ==3 C==M C= C= =3 =3 =3 =3 C= =3 =3 =3 =3 =3 CC=
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF I w I's' i "I
'A I 'A-4' LAT "A-2"
J LAT
SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOTINTERVALS. ADDITIONAL PAVING Tit---------- --r
LO INLAND EMPIRE BLVD
LVE_
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z7_N 1- Q�_ I ILL
STAKES MAY BE: REOUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE UNE-7--l—v�� _3 u�Flfm=_ u
---- _.— — k --S&- ss
AREAS.
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6. QL SEWER, WATER, ELECTRIC, GAS, PHONE LINES OR OTHER UTILITY LATERALS, MAINS OR
CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
NTIS
jj
SEE SHEET 2
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPAwCTING
Ell
L GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TRO THE CITY
ORIGINAL
OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL
BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF EASE 10
MATERIALS AND/OR SURFACING.
cv S70RM DRAHM COM87RU0700M M0717,
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8. Aa THE COMFIETON OF PAVING, A MATERIALS REPORT SHALL BE SUBM11TED TO THE CITY NO. QUANTITY UAII1T
DESCRIPTION
75
...........
ENGINEER. LISTING ALL TESTS OR DETERM I NATIONS COMPLETED TO VERIFY STABILITY, LEM?
CONSTRUCT 18" R.C.P. & BEDDING (D-LOAD PER PLAN)
OIL CONTENT, AND GRADATION OF ASPHALT PAVING. 269 LF
oil
2 CONSTRUCT 24" R.C.P. BEDDING (D-LOAD PER PLAN) 548 LF
0 INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO
9. PRIOR T(
THE CITY E14GINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALVE, PER 378 LF
CONSTRUCT 30" WC.P. Sc BEDDING (D-1,0AID
IWEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
SE11 SHEET 4 4 CONSTRUCT :36" R.C.P� BEDDING (D--LOAD PER PLAN) 108 LF
=3 q,
347 U,
X X X X
10. PAVING SHALL BE PERFORMED IAN ACCORDANCE WITH ER--VALUE AND PAVEMENT TESTS TAKEN 5 CONSTRUCT 42" IIC.P� & BEDEHNG (D-LOAD PER PLAN)
ITTV TTITH-WIR
R TO FINAL PLAN APPROVAL).
TO DETERMINE STRUCTURAL SECTIONS (PRIOf i� iF"",, i 1 6 (D-LOAD PER PLANA 248 LF
TO
6 CONSTRUCT 66" R.C.P. & BEDEANG PER RCFCL) ST& DWG. NO. M815, SHOWN, ON SHT LF
F
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE 13CILL WHICH CONSISTS OF A ROCKY 49 LF
7 CONSTRUCT 8" P.V.C. (SDR-35) DRAIN LJNE (PRIVIATE IMPROVEMENT)
_40--w l;1j
MATERIAL, THE SUB--GRADE SHALLL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE 5
Z' , �' 1 2 LF
& CONSTRUCT 12" P.V,C. (SDR-35) DRAIN LINE (PRIVATE IMPROVEMENT)
ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINEE 11
CUCAMONGA !IT[). NCY 051 E8 3 EA
ch i 1 MA
9 CONSTRUCT MANHOLE NO. 1 PER CITY OF! RANCHO
GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL
-4
A-4 CONSTRUCT MANHOLE EA
UCAMONGA STD. N(Y :519
10 2 PER CITY OF RANCHO CL
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB
STERILANT
--GRA1
DE, A SOILS
NOT USED
REGISTERED BY THE E.P.A. FOR USE UNDER ALC. AND P.C.C. SHALL BE UNIFORMLY APPUED
AT THE: MANUFACTURER"S RECOMMENDED RATE FOF gem ENT) EA
R THE FULL PAVEMENT WIDTH PRIOR TO 12 CONSTRUCT 12" x 12" BROOKS BOX OR APPROVED EQUAL (PR VATE MPROVEM
NJ
PAVING.
24" BROOKS BOX WITH TRAFFIC GRATE & FRAME OF APPROVED EQUAL (PRIVATE IMPVT) 2 EA
...... 1-IT 13 CONSTRUCT 24" x
EA
2
13.
THE ESTIMATED (QUANTITY FOR EACH SPECIFIC ITEM OF" THE WORK DESIGNATED ON THE 14 CONSTRUCT PLUG WITH 8" BRICK & MORTAR PER DETAIL A/4
PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE
CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. NO� 300. STENCIL 3 EA
"Eli I SEE SHEEt 3
THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THEE �ha
ON TOP OF INLET L/56 C�ry MMPL?M5
DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. ;A
1
THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE 6 CONSTRUCT CHANNEL INLET PER DETAILS ON SHEET 6 1 E-A
LRA
OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE 1i 51 10 '1 fn
-': Lu SAWCUT, REMOVE AND REPLACE EXISTING PAVEMENT (4" 04 OVER Ei CLASS H AGGREGATE BASE) 19,330 SF
RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM
OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY =3 =3 row q=p m-m-11 18 NOT USED
X X x--- x___x
19 CONSTRUCT MANHOLE- NO. 4 PER CITY OF'RANCHO CUCAMONGA STD. NO. 321 2 EA
'THE OTHER
USTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN
ITEMS OF WORK.
REMOVE EXISTING 24" STORM DRAIN PIPE 450 L F
m D I I E: M Al p -@- --- 1 —
1? STREET ,SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A SCALE: 1" 1 CAD, D2)l REMOVE EXISTING STORM DRAIN INLET TO CHANNEL EA
AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. &E- GEND A 5M- D ABBREVOATOONS.,m M� ADJUST MANHOLE TO GRADE EA
REMOVE AND REPLACE EXISTING DRIVEWAY (TYPE R-2) PER CITY OF RANCHO CUCAMONGA 3 EA
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR A,B AGGREGATE BASE PROPOSED SEWER LATERAL
THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON AC ASPHALT CONCRETE STD. DWG. NO. 101 (W=15')
REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY BCR BEGIN CURB RETURN 0 PROPOSED SEWER CLEANOUT
ENGINEER FOR APPROVAL. ETv`C BEGIN VERTICAL C1UFrVE PROPOSED GREASE INTERCEPTOR 24 CONSTRUCT 48" R.C.P. & BEDDING (D-LOAD PER PLAN) 855 LF
C.L. CENTERLINE
REMOVE AND REPLACE EXIST. 8" CURB & GUTTER 464 LF
GO CLEANOUT PROPOSED BACKFLOW PREVENTION DEVICE
1 El WORK SFTE AND EXTERIOR S3TREETS SHALL BE KEPT IN A NEAL CLEAN, HAZARD FREE, ORDERLY DIST. DISTRICT PROVIDE TRENCH REPAIR PER CITY OF F10CHO CUCAMONGA STD. Nch 12CO 250 S FF
SfATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEA,NED UPON REQUEST OF THE CITY ELEC ELECTRICAL ----------f PROPOSED FIRE DEPT. CONNECTION
INSPECTOR. EX, EXISTING - '�f
ECR END CURB RETURN PROPOSED SEWER LINE NOTICE TO CONTRACTOR .
EVC END VERTICAL CURVE -------- -------
PROPOSED SEWER MANHOLE
�3 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORIONG DAYS PRIOR TO EXCANIATION. FF FINISHED FLOOR NOTE:
PC FINISHED GRADE CONTRAC!TOR SHALL INSPECT AND VERIFY PROJECT SITE CONDITIONS INCLUDING LOCATION AND QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: PROPOSED SEWER LATERAL
FS FINISHED SURFACE ELEVATIONS OF ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL DISCREPANCIES TO THE
FH FIRE HYDRONNT USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB.
0
PROPOSED SEWER CLEAN-OUT ENGINEER PRIOR TO CONSTRUCTION.
A. CUCAMONGA VALLEY WATER DISTRICT /IFTENTION: JIM CLINE FL FLOW LINE
10440 ASHFORD STREET, TELEPHONE: (909) 987-2591 G GAS PROPOSED WATER PIPELINE
RANCHO CUCAMONGA, CA 91730-0638 GB GRADE BREAK�
HDPE HIGH DENSITY POLYETHYLENE FIRE HYDRANT ASSEMBLY
B. SOUTHERN CALIFORNIA EDISON ATTENTION: DAVID QUEZADA HP HIGH POINT H- Z,--[4-:7 0 M 10 E
INV INVERT ELEVATION ENGONEERS NOTOCE TO CONTRACTOR
7951 REDWOOD AVENUE TELEPHONE: (909) 352-6240 LD LOCAL DEPRESSION GATE VALVE — TITLE SHEET
lo FONTANA, CA 92336 LF LINEAL FEET
160 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR STORM DRAIN PLANS SHT. :2
MAX MAXIMUM JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL STORM DRAIN PLANS SHT. 3
C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: JESUS GARCIA MH MANHOLE AIR & VACUUM RELEASE VALVE PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE STORM DRAIN PLANS SH1 -4
216 N. EUCLID AVENUE TELEPHONE: (800) 427-2200 RES. MIN MINIMUM LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND OUTLET DETAIL SHEET Shih 5
C.C.W.D. CUCAMONGA VALLEY WATER DISTRICT PROPOSED WATER LATERAL
C" ONTARIO, CA 91762 TELEPHONE: (800) 427-2000 COMM, NO. NUMBER HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
co NITS NOT TO SCALE ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING
a D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000 oc ON CENTER ------ BLOW-OFF VALVE F`OR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
5 -A NORTH MOUNTAIN AVENUE PCC PORTLAND CEMENT CONCRETTEE 2. ALL UNDERGROUND UTILITIES OF? STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS,
85
UPLAND, CA 91786 PL PROPERTY LINE PROPOSED VALVE ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY
P.O.C. POINT OF CONNECTION ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO
RL RIDGE LINE FT-I PROPOSED TEE
E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING
ON R== RADIUS FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR
0 TELEPHONE: (909) 593-7474 PROPOSED STORM DRAIN
00 700 N. MORENO AVENUE
CN RCP REINFORCED CONCRETE PIPE INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED
,It LAVERNE, CA 91750 R/W RIGHT OF WAY PROPOSED THRUST BLOCK OF? RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
7�9 S_ SLOPE OF PIPE MEASURES TO PROTECT THE UTILFTIE13 OR STRUCTURES SHOWN AND ANY OTWERS I"OUND AT
;< SD STORM DRAIN
PROP. IRRIG. BACKFLOW PREVENTION DEVICE THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF
SWR SEWER F1140 67 ,Y
ALL UTILITIES OF! STRUCTURES CONCERNED BEFORE STARTING WORK. JQQP1111�40 771) e�Ga-
SL STREET LIGHT
R
CO�\\] PRiZ-kC u OlRqrll� RIESPOMSOML07YM PROPOSED WATER METER 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR I'TTY
V) ss SANITARY SEWER UNAUTHORIZED CHANGES TO OR,USES OF' THESE PLANS, ALL CHANGES TO THE PLANS MUST DESCRIPTION OF REVISION DATE C
i5� 13TA STICHON PROPOSED CAP APPROVED
CONITIAKITOR AwGREES THAT 14E SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOEB SITE) STANDARD BE 151 WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY TC TOP OF CURB PROPOSED STREET LIGHT 4. THE: ENGINEER DOES NOT RECOMMEND OR ENDORSE THE! USE OF ASBESTOS-CEMENT WATER
OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT TF TOP OF FOOTING PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED 097y OF 19A�\\JCHO CUCA MONGA
Z
TG TOP OF GRATE, PROPOSED STREET LIGHT WITH SUCH PRODUCTS. SPECIFICATION HEREON OF' ANY SUCH PRODUCT IS AT THE DIRECTION
Luj BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY TS TRAFFIC SIGNAL OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
> AND HOLID THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR PROPOSED STORM DRAIN 7
WO TW TOP OF' WALL CONSTRUCTION, CONNECTION�AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL
0- ALLEGED, 101 CONNECTION WITH THEE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR TYP TYPICAL L Em
:5_ W WATER PROPOSED STORM DRAIN CURB INLET AND LPA. GUIDELINES TO MINIMIZE HEALTH HAZARDS.
SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. WM WATER METER 5. IT SHALL BE THE RESPONSIBILITY OF' THEE CONTRACTOR To VIERIF"Y ALL DIMENSIONS ANED F 0 m_
CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE
aD WV WATER VALVE M3 PROPOSED STORM DRAIN GRATED INLET
ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN
-6; EXISTING STORM DRAIN SHALL BE APPROVED BY THEE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. FIA C[EEL M A P-1 �\\l 0. 1361 Au I
1045— PROPOSED CONTOUR
vv--- EXISTING WATER PIPELINE VOMEYA RD D8U3H\\J1:'E=-;'1353 C[E\171ERa
COR 7101 101 SLOPES
a_ BENCHMARK: ELEV. 1137.735 EXISTING SEWER LINE
Do 9 Ccci A- 9= E -11 U' CITY OF 1`60CHO CUCAwMONGA BENCH MARV! NO. G__ — EXISIING GAS LINEE APPROVED BY DATE:
RET. WALL
0 2-6 CONC. NAIL WITH COUNTY SURVEYOR TAG 2 jovESs/0
— EXISTING ELECTRICAL CONDUIT CITY ENGINEER RCE NO. _�q�
SOUT'H END OF CURB RF7FURN AT SOUTHEAST
T c RECOMMENDED:
DIA 1. T01.L. RUM EXISTING TELEPHONE CONDUIT DESIGNED BY:
CORNER OF 8TH STREET AND BAKER AVENUE. "ft-ft-0.
CUT/FILL LINE 11tp
0 F
EXISTING MANHOLE (SMH, SDMH or EMH) 047255
1-4000-2,27-2000 sc Fuscou E11; SHEET
C> I
�i ""I'll'- �" 141'' -,,,-�
!D�f A T L ff ASG T T V10 DA- VS 11MIS OF BEARING: EVIISTING FIRE IfYDRANT BENCHMARK Six 12/31/05 DRAWN BY:
CENTERLINE OFF 9TH STREET BETWEEN BAKER TRACT BOUNDARY E 11 G I M E E n 1 0 (a OF
mr-oae You DIG
EXISTING VALVE CG
10390 Commerce Center Drive,Suite 200
770
AVENUE & VINEYARD AVENUE PER R.S. 110/68
ITY OF RANCHO CUCAMONGA
c 0
SHOWN AS BEARINCK S89*5547"E EXISTING STREET LIGHT CIVIL CHECKED BY: Rancho Cucam6nga,California 91730 DRAWING NO.
W-17=1z: AL07T OF CAI- fel 909.581.0676 o fax 909.581.0696
07 SM171017pj CVILAAMV071A, 1045-------- EXISTING CONTOUR ic wwwAscoexo4an
I
OCHO
GENERAL NOTES AND SCHEDULES WITH APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE 135° BAR D i1 �► C
HORKMAN5HIP PROV15IONNS OF THE CURRENT BUILDING CODE. I G
DESIGN CRITERIA
FOUNDATION �,, 03 02.. 1 I 4
_ 1 k .4 04 2 I
PERIODIC "
GODS : G.B.G. 2001 EDITION 1. THE CONTRACTOR SHALL NOTIFY INSPECTOR PRIOR TO 5TARTING i ITEM INSPECTION INSPECTION REMARK D £I D 05 2y2 6 ' O
EXCAVATIONS OR ANY GRADING HORK. %_08 6 1 I
CONCRETE F�
WIND. 2. EXTEND ALL EXCAVATIONS FOR FOOTIN65 BELOW NATURAL GRADE A5 SHOWN O
ON STRUCTURAL DRAHIN65. I CONT, FIGS, I YES FOR STIRRUPS 3 TIES {`
� WALL ELEVATED SLAB
3. ALL EXCAVATIONS FOR FOOTING MUST BE INSPECTED AND APPROVED BY ".
INSPECTOR AND 501E ENGINEER PRIOR TO POURING CONCRETE. CONCRETE D ' OFFSET
SOIL REPORT: BY 51D GEOTECHNICAL, INC. LAB
Q ON fs
L B RADE YES I pD
PROJECT No. 1085-01, DATED DEG, 26, 2001 1
4. ALL EXISTING LOOSE FILL, IF ANY, SHALL BE REMOVED AND COMPACTED A5 ? STRUCTURAL SLENDER WALL DESIGN (2112" MIN.)
REQUIRED BY SOIL REPORT. MASONRY (FULL 5TRE55) d - BAR DIAMETER
(MAIN BLDG. fm VERIFICATIONS: FOR REINFORCING BARS d - (od FOR 03 THRU %
5. ALL FILL SHALL BE PLACED IN A MAXIMUM 6" LAYERS AND COMPACTED TO LUALL) NA. NA. UNIT STRENGTH ❑ I D s $d FOR 06 THRU 011
GENERAL q0% DENSITY TO SUPPORT SLABS AND TO c45% DENSITY TO SUPPORT I PRISM TEST ❑ BAR 5ENDIW3 DETAIL
FOOTINGS OR A5 REQUIRED BY 501L REPORT. TEST RECORD
I. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, DETAILS AND 6. ALL HATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO FIELD WELDING N/A N/A
V40RKIN45 CONDITIONS AT THE SITE, AGOUAINT HIMSELF WITH ALL EXI5TIN6 PLACING OF CONCRETE. r
SITE CONDITIONS. �� �°
HIGH-STRENGTH ti e t I BAR D
BOLTS WA WA ;; ' f 03 Ihll
2. ALL P15GR:EPANCIE5, OMISSIONS, OR CONFLICTS BETWEEN THE VARIOUS 7. CONSTRUCTION JOINTS, INTERSECTIONS AND CORNERS OF CONTINUOUS ;k z 1 3
FOOTINGS SHALL HAVE ADDITIONAL REINFORCEMENT A5 5HOWN ON DETAIL D ll35° z D o;135° 04 2"
ELEMENTS OF WORKING DRAWINGS, SPECIFICATIONS AND SITE CONDITIONS ROOF DlAP.
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER NAILING
N/A WA I l I 05 2�2„
BEFORE PROCEEDING HITH ANY WORK.
8. ALL COLUMNS AND HALLS REINFORCING SHALL BE DOWELED INTO THE a- ~
3. ALL HORK SHALL COMPLY WITH THE UNIFORM BUILDING CODE AND ALL FOOTIN65 WITH THE SAME 51ZE BARS AND 51PAGIN6 A5 THE HALL AND ALL SHEAR I 5TIRRUF 4 TIE DETAIL
OTHER LOCAL GORES AND ORDINANCES INCLUDING 0.5.14.A. STANDARDS. COLUMNS REINFORCING, UNLESS NOTED OTHERWISE. WALL NAILING AND WA WA
I-10LDN t ANCHOR BOLTS
4. ANY INSPECTION, SPECIAL OR CONTINUOUS, A5 REQUIRED BY GOVERNING Cl. CENTER LINE OF THE PAD FOOTING 15 THE CENTER LINE OF STEEL COLUMN EPDXY ANCHOR YES ;
AGENCIES OR THESE DOCUMENTS SHALL BE PERFORMED BY A REGISTERED OR PILASTER.
6r._ .__._._.___.__�..�_._�.._____ BAR 5ENDING� V 1 IRRUF 4 TIE6
DEPUTY INSPECTOR CURRENTLY LICENSED BY THE 0VERNING A&ENGY AND (�'j'
APPROVED BY ARCHITECT AND STRUCTURAL ENGINEER. THE INSPECTOR
SHALL BE EMPLOYED BY THE OMER TO CONTINUOUSLY INSPECT THE
SPECIFIED WORK. NOTES
BAR SIZE
REINFORCING 5TEEL F'c 3 [4-Er- -1 8 JS 110 111 1. ALL VERTICAL REINFORCING FOR
5. OBSERVATION VISITS TO THE SITE BY THE ENGINEER'S FIELD REPRESENTATIVE COL., PIERS � WALLS SHALL BE
SHALL NEITHER BE CONSTRUED P.S.I.A5 INSPECTION NOR APPROVAL OF { LAP SPLICE ( INCHEB ) DOWELED AS SHOWN EXCEPT
CONSTRUCTION. OBSERVATION BY THE ENGREINFORCING STEEL FIELD REPRESENTATIVE 15 TO 1. ALL REINFORCINSTEEL SHALL BE A5 FOLLOWS:
In. NO. 3 BARS AND SMALLER : ASTM A615, GRADE 40 SPECIFIC DETAILS ON DRAWINGS
VERIFY GENERAL COMPLIANCE TO THE PLANS AT VARIOUS GONSTRUGTION STAGES. }- 2000 24 24 36 5 69 91 115 145178
b. NO. 4 BARS AND LARGER : A5TM A615, GRADE 60 J SHALL GOVERN IN CASES OF
6. DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP c. REINFORCING STEEL TO BE WELDED : A5TM A706, &RADE 60 4 Z 300,0 24 29 36 46 63 a2 10 132 1&5 CONFLICT.
LOADS ON STRUCTURE WITHIN THE LIMITS OF DE51ON LOADS. d. WELDED HIRE FABRIC : ASTM A165
� W 0 400924 29 3643 54 11 9(D Ile, 141
_N 2. DOWELS SHALL BE THE SAME
7. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR BRACING AND 51iORING ALL 2. ALL BAR5 SHALL BE GLEAN OF RUST, 6REA5E OR OTHER MATERIALS LIKELY Q Z GRADE, SIZE AND NUMBER AS
EXCAVATIONS. TEMPORARY AND EX15TINO STRUCTURES, AND PARTIALLY TO IMPAIR BOND. R VERTICAL REINFORCING.
COMPLETED PORTIONS OF THE HORK TO ASSURE THE SAFETY OFF ANY
PER50N COMING IN CONTACT HITH THE HORK. 3. ALL BENDS SHALL BE MADE GOLD. MASO 24 3 36 42 48
8. ALL ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE A5 `k WIRE TIES (TYP.)
AMENDED TO DATE. 4. SPLICING OF BARS SHALL HAVE MINIMUM LAP PER SCHEDULE OF DETAIL 7/5-t.
1N ALL CONTINUOUS REINFORCEMENT OF ELEVATED SLAB AND FOOTIN&5 AND n Q
HORIZ. BARS IN MASONRY HALI-5, UNLE55 NOTED OTHERWISE ON DETAIL5. If
sr1 I Q
5. ALL VERTICAL REINFORCING ARE CONTINUOUS UNLESS SPLICE 15 SHOWN ON
yy, »,
DETAILS, SEE DETAIL
d
6. ALL REINFORCING BAR-5 SHALL BE ACCURATELY AND SECURELY PLACED - SLOPE 1:6 MAX.
BEFORE POURING CONCRETE OR APPLYING GROUT.
CONCRETE 40 d LAP SE s FOR COL. REINF.
k
1. ALL MELDING TO BE DONE UNDER CONTINUOUS INSPECTION OF A DEPUTY-
DOWELS SPLICE DOUIELS OR BAR
1. CONCRETE SHALL BE REGULAR HE16HT WITH HARDROCK AGGREGATES. INSPECTOR REGISTERED BY THE CITY,
2. PORTLAND GEMENT SHALL CONFORM TO ASTM 0-150 TYPE II. 8. MINIMUM LAP FOR HELPED HIRE FABRIC SHALL BE ONE AND HALF FULL ME51,4. wmzm . "RWLICE 1IWlC& l%AR WLlCX
3. HARDROCK AGGREGATES SHALL CONFORM TO ASTM 0-33 WITH PROVEN
SHRINKAGE CHARACTERISTIC OF LESS THAN 0.04%. DRY PACK IC
4. MIXING OF CONCRETE SHALL CONFORM TO ASTM 0-94. --'�` �-� '�`-�-� �-
LAP 3FLIGE F3
5. CONCRETE TYPE AND STRENGTHS SHALL BE A5 FOLLOH5 : DRY PACK SHALL BE NON-SHRINK, NONMETALIC FACTORY PRE-MIXED
-`� -- -r ` ------- HITH MINIMUM 6000 P51 GOMPRE551VE 5TRENOTH AT 28 DAYS.
LOCATION TYPE 28 DAY A65REGA 36 BAR DIA 2'-0" MIN 2 BARS EXTRA TO
STRENGTH SLUMP SIZE - � It -j MATCH VERT. WALL REINF.
2'-0" MIN.
SLAB ON GRADE HARDROCK 3000 P51 4" 111 REQUIRED SPECIAL INSPECTION
GRADE BEAMS HARDROCK 3000 PS1 4 1/2" I'°
A. SPECIAL INSPECTION SHALL BE PER U.B.G. CHAPTER 17
r 2
CL
SPREAD FOOTINGS HARDROGK 3000 P51 4 I/2■ 11/21,
B THE SPECIAL INSPECTION SHALL BE PERFORMED BY A REGISTER DEPUTY
CONTINUOUS FOOTINGS HARDROCK 3000 P51 4 I/2" I I/2" INSPECTOR CURRENTLY LICENSED BY THE 60VERNING AGENCY. 90 STD. HOOK
o THE DEPUTY INSPECTOR SHALL BE AN It.BO CERTIFIED INSPECTOR. 2 BARS EXTRA AT 4" MAX
HALL5 HARDROCK 3000 PSI 4 1/2" 3/4" G DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: CORNER TO MATCH
� COLUMNS HARDROCK 3000 P51 4 1/2" 3/4" I. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK A551CiNED FOR
VERT. WALL REINF.
CONFORMANCE WITH THE APPROVED DE516N DRAWIN65 AND
a ELEVATED SLAB HARDROCK 3000 P5I 4 1/2" 3/4" SPECIFICATIONS. 1w CMAM OF "EUlrylqwr
2. THE SPECIAL INSPECTOR SHALL FURNI5H INSPECTION REPORTS TO
THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD
6. SPECIAL INSPECTION 15 REQUIRED FOR ALL CONCRETE HITH A COMPRESSIVE - 36 BAR DIA 01 2'-0" MIN. ALTERNATE 90° STD. HOOK
AND OTHER PESI6NATED PERSONS. ALL DISCREPANCIES SHALL 13E
STRENGTH EXCEEDING 2500 PSI; EXCEPT FOR SLAB ON GRADE. BROUGHT TO THE IMMDiATE ATTENTION OF THE CONTRACTOR FOR 21-0" MIN. BEND UP OR DOUR TYP.
CORRECTION, THEN, IF UNCORRECTED, TO THE DE516N AUTHORITY
7. ONLY ONE TYPE AND 5TREN6TH OF CONCRETE SHALL BE POURED ON THE AND TO THE BUILDING OFFICIAL.
oJOB AT ONE TIME. 3 THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL 516NED REPORT
8. CONTRACTOR SHALL OBTAIN THE STRUCTURAL ENGINEER'S APPROVAL FOR STATING HHETNER THE WORK REQUIRING SPECIAL INSPECTION WAS. ;
o CONSTRUCTION JOINT LOCATED IN ALL ELEVATED SLABS, BEAMS AND TO TiiE BEST OF THE INSPECTORS KNOWLEDGE, IN CONFORMANCE i
N SHEAR HALL5.
0 9. ALL REINFORCING STEEL, ANCHOR 5OLT5 AND SLEEVES SHALL BE PLACED r
00 AND SECURED IN P051 TI ON PRIOR TO POURING CONCRETE.
c
Q 10. ALL OPENING FOR ELECTRICAL AND MECHANICAL ELEMENTS SHALL BE -- ------ --
FORMED WITH 5LEEVE5 PRIOR TO POURING CONCRETE. GORING SHALL CWAN CF FS IT NOTMAC IT I
o NOT BE ALLOVER WITHOUT STRUCTURAL ENGINEER'S APPROVAL. CITY
N II. ALL DEBRIS SHALL BE REMOVED FROM FORMS BEFORE POURING CONCRETE. At aar �� at DESCRIPTION OF REVISION DATE APPROVED
z 1
2 i2. MINIMUM CONCRETE COVER SHALL BE A5 FOLLOWS UNLESS NOTED CITY OF RANCHO CUCAMONGA
�
y OTHERWISCON�, WALL CO FNER 4 INTM ECTI0N
o SLAB ON GRADE . . . . . . . . . . . CENTER
aCAST AGAINST EARTH 3" DETAIL SHEET
i FORMED CONCRETE, EXPOSED TO EARTH OR WEATHER 2"
FORMED CONCRETE , NOT EXPOSED TO EARTH OR HEATHER I" FOR
00
N BEAMS AND COLUMNS PRIMARY REINFORCING . . . . 2"
N
BEAMS AND COLUMNS STIRRUPS AND TIES PARCEL MAP NO. 16141 I i/2"
VINEYARD BUSINESS CENTER
DIG
ALERT
BENCHMARK: ELEv.=1137.735
CITY OF RANCHO CUCAMONGA BENCH MARK NO. APPROVED BY - DATE-P-1-0y
2-B CONC. NAIL WITH COUNTY SURVEYOR TAG 2' CITY ENGINEER % RCE NO. qS.3
DIAL TOLL FREE SOUTH END OF CURB RETURN AT SOUTHEAST i REC ENDED:
o _ CORNER OF 8TH STREET AND BAKER AVENUE. DESIGNED BY: :, 9 '
1-800-227-2600 ` SC = �/
FUSCOE
M �xA.l -3 -C� 1r�I DRAWN BY: 1i = SHEET
AT LEAST TWO DAYS y� � �� r BASlS OF BEARING:
BEFORE YOU DIG CENTERLINE OF 9TH STREET BETWEEN BAKER IYI CIS t ■ o t t t N • 5 OF B
AVENUE & VINEYARD AVENUE PER R.S. 110/68 j%�j#, 10390 Commerce Center Drive,Suite 200
SHOWN AS BEARING: S89'S5'47"E � 1 CHECKED BY: Rancho Cucamonga,California 91730 DRAWING NO.
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA JC tel 909.581.0676 www.fuscoe.com fax 909.581.0696 Z070
CH0
REINF. AB "5 s 12" O.C.ABOVE OPENING cG
SAME A5 WALL REINF. «5 s 12" O.C.
8" CONI. SLAB 24" A 0
FINISH GRADE _ 8 GONG. SLAB
0 G£NTet SPAN
12" GONG. WALL, FOR REINFORCING =
SEE SECTION A-A � I•• � v Z
DOWELS TO MATCH VERT. WALL REINF.
\\
---------------
4-05 EA FACE (TYYP.) -
I bb" DIA. DRAIN PIPE
I
� I
4-"5 X b'-O" EA FAGS *4 s 12" O.C. 05 s 12" O.C. _
(TYP) 411
t
4-05 EA. FACE
15 DOWELS s 12" O.C.
I I I
I I i
_ _ I
_ I
12" CONC. WALL
TYP. 4 SIDES _
AUTOMATIC -
DRAINAGE GATE ,
12" GONG. WALL (SIDE WALLS) *4 g 12" O.C. (TYP.)
FOR REINFORCING, SEE SECTION A-A
i
I
05 g 12" O.C. (TYP.)
I
I
FINISH FLOOR i 05 a 12" O.G.
(TYP.)
= I
I
I
= i
BOTT. OF EXIST. FTG.
-
i , 4
•� ,, 05 s 12" D.G.
r
•
4-
3'-
31-2 1/211 12
' e. ,. a ,• ,,.
e
ll �
ELEVATION
SCALE : 1/2 ' = T-0'
�5 DOWELS EXIST. FOOTING
—GONG. SLAB
DOWELS GORE DRILL EXISTING FOOTING
OWELB TO MATCH
VERT. WALL REINF- 12" GONG. WALL FOR "5 BAR, USE SIMPSON "SET" NIGH
STRENGTH EPDXY
W/05 s 12" D.G. EA FACE (V) SECTION A-A
I
05 is 12" D.G. EA FACE (N)
SCALE : 3/4 ' = T-0'
I
4-"5 EA FACE
8' CONC. SLAB. ADDITIONAL 2-95
TOP AND BOTT.
^,0
4" ' EA FADE bb" DIA. DRAIN PIPE
(TYP)
4-Y5 EA FACE 1
tt (TYP.)
i
12" GONG. WALL (SIDE WALLS)
FOR REINFORCING, SEE SECTION A-A <\ ��\ _ _ _
r� � OF PIPE
`
�+ __ ------------------V
MANHOLE FRAME AND STEPS
PER APWA-SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN 300-1
" CONC/ FTG/ ,6• �`
1 -o -o DESCRIPTION OF REVISION DATE CITY
`��' APPROVED
EXPANSION JOINT
II /
(TYP.) CITY OF RANCHO CUCAMONGA
ELEVATION 2
SCALE : 1/2 ' = T-0'
PLAN AND MISC.
RT
BENCHMARKS ELEv.=1 i 37.735 _ .
CITY OF RANCHO CUCAMONGA BENCH MARK NO.
EXIST. CHANNEL WALL Approved By �' i� DATE:
2-8 CONC. NAIL WITH COUNTY SURVEYOR TAG 2' CITY ENGINEER /� ee�r� l! � RCE N0. 2lY9Q
SOUTH END OF CURB RETURN AT SOUTHEAST ESIGNED BY: r �Eerll RiC�t�NDED:
DIAL TOLL FREE CORNER OF 8TH STREET AND BAKER AVENUE. 40
1-800-227-2800
is /off
BASIS ❑F BEARINGS PLAN ' 32261
T TWO DAYS Exe * DRAWN BY: k F U S SHEET
AT LEAS 11tq.. 6 OF 6
BEFORE YOU DIG CENTERLINE OF 9TH STREET BETWEEN BAKER �1 OG E N G I N E E R i N G
AVENUE & VINEYARD AVENUE PER R.S. 110/68 SCALE : 1/4 ' = T-0' £
t CHECKED BY: 10390 Commerce Center Drive, Suite 240 F2anc;ho Cucamonga, California 91730 DRAWING N0.
UNDERGROUND SERVICE ALERT SHOWN AS BEARING: S89'55'47"E
S E tel 909.5$1 0676 • fax 909.5$1.0696 Zo 70
i www.fusma,com
OF SOUTHERN CALIFORNIA
-f' (a 0 fir..
f 00TT-NLL BLVD A C H
PU LIC STREET IMPRIOVEMENT PLANS G
ARROW HWY ARROW ROUTE
PROJECT O
ES
GENERAL NOT FOR 9>N sr
SITE Q Q
� 91N St � 1 O
1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO 8TH ST
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 8TH ST V
°d
CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE
RESPONSIBLE FOR ADHERENCE 70 THESE STANDARDS AND SPECIFICATIONS. � a
7TH St 7TH ST
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 PARCEL MAP 160141
RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS 70 BE DONE ■ flaa
SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO 6TH St 6TH ST
THE CITY OF RANCHO CUCAMONGA.
'o
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH 4TH St 4TH ST
THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH
FACILITIES ARE SHOWN ON THESE PLANS. I
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SHEET 2 INLAND EMPIRE sLw
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CIN OF RANCHO /� ]I - w „ ,., no „�. . r o r M M M r _ o ,
CUCAMONGA EASEMENT OR RIGHT-OF-WAY. CONSTRUCTION NOTES FOR STREET TREES a �
� 1
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES - - �-
SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PN NO. 510.
LA
- � - - -- _
SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING
'�1
STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE VICINITY MAP
2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE �`. . ' -Nl 1 I '' NTS,:
AREAS' FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY
REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR
, STREET CONSTRUCTION NOTES & QUANTITIES
CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. �__ ;'
L - r DESCRIPTION QUANTITY UNIT
�� aoYw4
7. COMPACTION TESTS OF EMI_ .. -
BANKMENT CONSTRUCTION, TRENCH BACKFILL. COMPACTING 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. + CONSTRUCT CURB AND GUTTER, TYPE ALA
2-8 PER CITY 4F RANCHO CUCAMONGA STD. PN NO. 104 1,400 L F.
ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY A.
' ` SHEET 3 '1 2 CONSTRUCT MIN. 4" A.C. OVER MIN. 4" A.B. (SEE GENERAL NOTES 9 AND 10) 25,000 S.F.
OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL '- : r} .i. Y ` `I 's
:` _ ..,.... .-,.., 3 CONSTRUCT CROSS GUTTER PER CIN OF RANCHO CUCAMONGA STD. PLAN NO. 106-A 1,300 S.F.
BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE _ I
4
MATERIALS AND/OR SURFACING. k. CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 102 2 EA.
5CONSTRUCT 4" THICK P.C.C. SIDEWALK 6,800 S.F.
6 CONSTRUCT LOCAL DEPRESSION, CASE B 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
ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, -.....Y..._ �, :� .�Y.._.__
STREET 'TREES QUANTITIES TI 7 CONSTRUCT DRIVE APPROACH, TYPE C PER CITY OF RANCHO CUCAMONGA STD. PLAN N0. 14t (W=PER PIAN) 1,600 S.F.
OIL CONTENT, AND GRADATION OF ASPHALT PAVING. i. 3 ; + ~~ 8 INSTALL 5800 LUMENS H.P.S.V. STREET LIGHT BY S.C.E. (PAID AND COORDINATED BY THE DEVELOPER) 6 EA.
1 ,_ 9 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 401-A & 401-8 1 EA.
MIN. GROW 4 �' _ - :_ .- i _.._ b
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 8£ SUBMITTED TO SYMBOL STREET NAME BOTANICAL / COMMON NAME QTY. SPACING SIZE :;; - STOP LEGEND PER CITY OF RANCHO CUCAMONGA STD. PLAN 4 1-
THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE,
SPACE
_. i 10 INSTALL STOP SIGN (Rt) LIMIT LINE ANDS 0 L NO 0 B 1 EA.
LANYARD COURT MELALEUCA UNARII FO FLAXLFAF PAPERBARK 5' 17 30' O.C. 15 GAL � �"`` `' """` Cl1 CONSTRUCT 8" A.C. BERM, TYPE D1-8 PER CITY OF RANCHO CUCAMONGA STD. NO. 104 45 L.F.
SIVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. -_ ,` �� SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 9,200 S.F.
1
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN t - y i > �; _ 13 GONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. PLAN N0. 107-8 2 FA.
TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL).
,> s, 14 ADJUST
1ALL MANHOLES AND WATER VALVES TO GRADE 18 EA
5 STRT TRNLLED PR NOTES AND LEGEND ON THIS SHEET - FA.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY
MATERIAL THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE { � .v '` I► n ; 16 NOT US
EDEEEES SHALL BE ISTAE - -
ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE ; . - x ' _. r s z ° 1 PAINT SPEED LIMIT SIGN i EA
GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. Z -. lo
0
r
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT EXISTING SURVEY MONUMENTATION :
e
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED *_ Ga *,
AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO NOTE:
PAYING. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) �', s ~- - - -- --- QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE
THAT COULD BE DISTURBED BY THIS PROJECT. ALL SATO MONUMENTS WHICH CURRENTLY � � ��� } s;� � � � € �� � USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND 610 A COMPLETE JOB.
EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: I:. 3 ',} _ _
13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE "�' F� � ig
PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE _
� .
THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE _� . _ :_'z� . _ `._..'�'.� - . ---
Qt FD, 1" I.P. TAGGED L.S. 3002 IN LIEU OF 1" I.P. _ _
== - - - - -
DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. TAGGED L.S. 5390 PER R.S. 173/66 LaNO !4 GEOTECHNICAL ENGINEER :
THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE
OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE 0 FD. OPEN 3" I.P. UP 0.3', PER R.S. 110/68,
RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM 30, SOUTH OF C/L OF 9TH STREET � � �� �° SID GEOTECHNICAL, INC.
INDEX MAP 7265 JURUPA AVENUE, SUITE E
OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY ESP. 12/31/05 RIVERSIDE. SUITE
LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER41 SCALE: 1 "=100' TEL: (90RI 688DE, CALIFORNIAC FAX: (949) 688-1060
04
ITEMS OF WORK. DATED 2 *t is 53'1
CONTACT: HAYTHAM NABILSI
ER lF �• �L��O�
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401--A Y L. USELTON LS a•
AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. PRIOR TO OBTAINING A CONST, ION PERMIT FOR THE PROJECT, A COPY OF THE ARCHITECT :
CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR
FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO RESET THAT HIMES PETERS JEPSON ARCHITECTS
S THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY.
140
REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY N'LY. R/W ! S'LY. R/W 3002TU DOW AVENUE, SUITE
PRIOR OR OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF TUSTIN. CALIFORNIA 927800
m ENGINEER FOR APPROVAL. THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR LS. WITH THE COUNTY SURVEYOR 33' I 33' TEL: (714) 508-1868 FAX: (714) 508-1$78
FOR RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS 1 t 1 1 CONTACT: RANDALL JEPSON
16. WORK SITE AND EXTERIOR STREETS SHALL 8E KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY
MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. 1 _
a STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY
INSPECTOR. I ±16 1 22, 6,5' 4' 0,5' OWNER / DEVELOPER :
0 1 EX. A.C. PVMT. 1
°- 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. 1 ±16, ' STOWE PASSCO DEVELOPMENT
EX. PVMT.
I
a PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: TO BE REMOVED 470 W. CAPRICORN STREET, STE. AI 1 TEL: (714)L REA. CAUFORNA 21
FAX (78 255-1191
0
A. CUCAMONGA VALLEY WATER DISTRICT ATTENTION: JIM CLINE �- -- ----` I 1 9�2 9� I �- CONTACT: WILLIAM CASEY
v, 10440 ASHFORD STREET, TELEPHONE: (909) 987-2591T r r --- -- _-
i RANCHO CUCAMONGA, CA 91734-0638
CD
ENGINEER'S NOTICE TO CONTRACTOR : --- - - -- ` SIDEWAL.KDO
PROPOSED PROPOSED
S B. SOUTHERN CALIFORNIA EDISON ATTENTION: DAVID QUE2ADA EXIST. A.C. PVMT. 2 A.C. PAVEMENT 8"CURB AND Q
LD 7951 REDWOOD AVENUE TELEPHONE: (909) 352-6240 GUTTER
o FONTANA, CA 92336 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL �] SECTION:
C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: JESUS GARCIA PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE TYPICAL SEC9TH 17TH STREET A
NUE TELEPHONE: (800) 427-2204 RES.AVE
LID
CA 216 N. EUCLID LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
CA ONTARIO. C DAVE HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR N.T.S. T.I.= 7.0
TELEPHONE: (800) 427-2000 COMM. ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
ui D. GENERAL TELEPHONE TELEPHONE: (800) 4.83-3000 � CITY
2. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED OR FOUND ON PUBLIC RECORDS DESCRIPTION OF REVISION DATE
zu8P5-ADNOR NORTH AVENUE ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY I WILY. R/W I E'LY. R/W ^ APPROVED
ACCEPTING THESE PIANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO CITY OF RANCHO CUCAMONGA
3 ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING 66'
I- E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURE NOT REPORTED OR
z INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR 1 11 4k 1 1
700 N. MORENO AVENUE TELEPHONE: (909) 593-7474 RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 0.5' 1 4' 6.5' 22' 22' 6.5 4' 1 0,5' PUBLIC STREET IMPROVEMENT PLANS
LA VERNE, CA 91750 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT
THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF FOR
ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. ,V i O O 1 A
C14 WHERE / 2% 29: 1 WHERE
3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR OCCURS �;� \�\, ~- i'- ?,• OCCURS VINEYARD BUSINESS CENTER - P.M. 16141
� UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST , 9TH STREET and LANYARD COURT
BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PROPOSED
BENCHMARK: ELEV.=1137.735A L E SIDEWALK -- SIDEWALK Q
CITY OF RANCHO CUCAMONGA BENCH MARK N0. 1 T4. THE ENGINEER DOES NOT RECOMMEND OR ENDCRSE THE USE OF ASBESTOS-CEMENT WATER PROPOSED Approved BY ///' DATE: -
2-B CONIC. NAIL WITH COUNTY SURVEYOR TAG 2' PIPE OR ANY PRODUCTS CONTAJNING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED PROPOSED 8" CURB AND t � G7��
n O
WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE %of CITY ENGINEER RCE NO.
i SOUTH END, OF CURB RETURN AT SOUTHEAST 1 8 CURB AND GUTTER
CORNER OF 8TH STREET AND BAKER AVENUE. DIAL TOLL FREE DIRECTION LI THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME ALL O GUTTER Qom° f DESIGNED BY: REQ MENpF�
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