HomeMy WebLinkAbout1212 BENCH MARK :
BENCH MARK NO. 96-B
AT THE NWC OF HAVEN AVE. &
19TH ST. , 44 FT. W. -e HAVEN
& 83 FT. N. Ie 19TH ST. , SET
DRIVE PIN w/C.S . TAG IN TOP
AT THE E. END OF A HEAD WALL
FOR 3-24" CMP--ELEV. 1430 . 686
CONSTRUCTION NOTES QUANTITY ESTIMATES 1All work shown hereon shall be done in accordance with the City
of Rancho
LEGAL DESCRIPTION
Cucamonga standards and specifications , and Chapter 70 of the Uniform Building
Code, latest edition.
LEGAL DESCRIPTION la-- CONST 3 r/A.C. PAVEMENT OVER COMPACTED NAT/VE SOIL . - - - - - - - /8750 SF 2, Prior to the start of grading all existing vegetation and debris, including
2 I/VSTALL /5 C.M.P. STORM DRA/N W/TH /5 CMO END SECT/ONS PER existing structures , footings, foundations, rubble, trees and root systems
BEING A PORTION OF LOT 1 , AS SHOWN ON TRACT NO. 2202 , IN THE CITY OF RANCHOshall be removed from the site to the satisfaction of the Soils Engineer.
CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED ARMCO PRODUCTS OSE' A10P20VZ:r EQUAL . — — — — — — — _ _ _ _ _ _ _ _ _ 1¢3 L F
IN BOOR 34 OF MAPS , PAGES 67 AND 67 1/2 , IN THE OFFICE OF THE COUNTY RECORDER 3a---- PAINTED ,4.C. PAVEMENT PEKE' A�RCH/TECTU�t'AL PLANS. _0/8 3. After removal of debris, any existing fill or disturbed natural soils shall
OF SAID COUNTY, AND THAT PORTION OF SECTION 1 , TOWNSHIP 1 , SOUTH, RANGE 7 ri — — — — — — _ — — — — — — — — — — — be excavated to the satisfaction of the Soils Engineer.
D E E WALK. 20
WEST, SAN BERNARDINO MERIDIAN, AS SHOWN ON CUCAMONGA FRUIT LAND COMPANY' S 4 CONST 4 TH/CK C MC�2 T _ / S
SUBDIVISION, AS PER MAP RECORDED IN BOOK 4 OF MAPS , PAGE 9 , IN THE OFFICE OF �5} CONST. CONCeFTE STEMS PE-)e ARCHITECTURAL PLANS.- - - - - - - - 4 . The exposed soils shall then be inspected by the Soils Engineer, and any
THE COUNTY RECORDER OF SAID COUNTY . ii additional over-excavation shall then be made in accordance with the Soils
6 INS TALL I M �/� SEI�V/CE AND SER V/CE L A E AL E
1 /�
T � R Engineer's recommendations and as contained in the
Soils report .
C.C. W. D. .STANDA/�D /\/O. .2 . - - - - - - - - - - - - - - - - - - - SEA /53 LF
Q-
� S. The exposed soils shall then be scarified to a minimum depth of 6 inches,
P p INSTALL Z SEI�'1//CE LATE_) AL /"Eli C. C W.D. STAAIDAIPD DWG. /VO. 2 brought to moisture content and compacted to at least 900 of the maxi-
AND 2A . (,PrT /)"/GAT/0/V) — — — — — — — — — — — — — — — — — — -- — E.�{• �xzF g proper ro er P
mum density, as determined by U.B.C. Standard 70-1 or equivalent compaction
6 INSTALL g" V. CP. cTEWE/e LATEI 'AL /'R ee'1t/.0 STD ,011/6. 483 L•A shall be obtained by methods specified by the Soils Engineer.
aINSTALL /2 C MP. DETAIL ON SHEET 2. — — — — — — - - — E . �Z2L•F. 6. If any unforseen sub-surface structures are encountered during construction, they
0 /it/57A SE' E' LE�4�1/- .P C.C. D.
—_ — shall be immediately, brought to the attention of the Soils Engineer before
a/T /� W STI> I�l�/G it/o. 2/. E ,
ro eed
p c Ing further.
L 2 C. `5 — 2 Z L. .
,lam AL / M �� pir.9/N
T l�
7. Protective measures shall be taken by the Contractor so as not to cause any
mud, silt or debris to be deposited onto public or adjacent property at all
times during construction. Any mud or debris on public property shall be
removed immediately. Dust shall be controlled by watering or other approved
method throughout the grading and building construction operations.
S. Prior to the start of any building construction the Contractor shall furnish the
City with certifications from the Civil Engineer and Soils Engineer that building
pad subgrades are within. 0. 10 foot of the approved plans and that the proper
compaction and preparation has been obtained.
9. No grading shall commence without obtaining grading permit and notifying grading
inspector 24 hours prior to the start of work.
10. Responsibility for grading and inspection shall be assumed by the Engineers of ^
Al work in accordance with Section 7014 of the Uniform Building Code.
��Y E`
4
11 . The Soils Engineer shall also be responsible to verify and report that proper
JCI compaction has been obtained by subcontractors and agencies concerning utility
line backfill including, but not limited to sewers, water lines electrical ,
gas and landscape irrigation lines.
12. Certificates of final lot grading are 'to be submitted to the Building and Safety
Division prior to final building inspection.
txl5r/nG !'iNi�,o
6jtou/d�j 6"U� ( 13. An as-graded grading plan and certification of compliance with said grading plan
f(1NK� cuss is to be submitted to the Building and Safety Division prior to release of
grading bond and prior to final grading inspection.
14. All slopes exceeding S' in vertical height and exceeding 5: 1 slope are to be
planted with approved plant material and provided with approved watering
D S5 L/ G O�Q �� ���t.G system.
i
zcwrN :Low �l 15. The undersigned Civil Engineer will be responsible for professional inspections
c4.Ac5r
n' 0 � in accordance with Section 7014 .of the Uniform Building Code.
LEGEND AND ABBREVIATIONS exlor6
FIN/SHED SUR FACE F S. 5 C j ION "/A - A "
St . Lic . No. C.E.
I
/¢8
cvu e Beer 141614 PO//VT ELEV f/ P -- 4
ZONING : �°L1�itINC+D
ZA.r�c. ��p COMMUNITY /7� O ',� / �/^ /� �/ C` ,
_ co�nRx y 1/ INE L L �/
IG. NO ADJUSTMENT OF ELEVAION 5HALL BE MADE WITHOUT MK
)P- WR
ITTEN
GRAD BREAK AFPROVAL OF BUILDING OFFICIAL AND CIVIL ENGINEER RECORD.
o� C
1
i uC �� {� l EXIs T (12/1/ 17. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY REQUIRES SEPARATE FERMI-M
0 O$ ELE 6 AND INSPECTION ISSUED W ENGINEERING DMSION.
PRP ED V. ( 1208 5
u l
zi
2 V --
--� —�.
o -
SwALE L N E
I cOT
rOOTf-(/L N u ,DOUL�Vh D �Pl= A
TOP OF CURB T C.
*ENGINEER'S GRADING NOTE: COUNTY AGRICULTURE SOIL DIS7l1R13ANCE PERMIT REG2UTRE0.
U zorrrNc : /ivp�/9r�t/hc, s>°Lc/f5C
EDEXCAVATION QUANTITIES ARE-"RAW" QUANTITIES. IT IS THE
5 GE OF PA VEMEIV T E. P,
V RESPONSIBILITY OF THE GRADING CONTRACTOR TO VERIFY GRADING
/JS1�/, QUANTITIES PRIOR TO COMMENCEMENT OF WORK. IF EXCESS DIRT
` L �� jl IS ANTICIPATED OR IF ADDITIONAL DIRT IS REQUIRED, CONTACT R45V1_z;L--D /:ZX / )i Ori C9rw1A1141_ ¢�����8•
Q Z
THE ENGINEER. IN ANY EVENT, (EXCESS OR SHORTAGE) , CONTACT CpjS-ri;I,ICTi of M DRAIN ND / E
rsTr�R A AQ v wAY
THE ENGINEER PRIOR TO MAKING ANY ADJUSTMENTS. AG 6HOWN ON PLAN 15 APPROVED 13Y T'HE GIT`( DATE'
N
ARROW EJGINEER SMRMIT5W17104 T}fE ST
RST
RIGHT OF WAY KC.E. N6 223°17
__1 FT
EARTHWORK QUANTITIES
V/C/Iy/TY /�aP DESCRIPTI ON of REVISION PATE APPROVE_
A& gar/e elU7--: 140 C,Y. K.4A/ �/6U�ES
�CE��`$ p/,Q�' 7d � �/.�,D LEWIS DEVELOPMENT CO. AND WESTERN PROPERTIES
F/LL % 500 CY X,4& I/a4l,6�5- FVR M,9aN'd/NG 1156 NORTH MOUNTAIN AVENUE CITY O
I f RANCHO CUCAMONGA
P. O. BOX 670
- UPLAND, CA. 91785 TERRA VISTA
1 .0 3 ACRES NET, PHONE: 714 985-0971
INFORMATION CENTER
NOTICE SPECIAL NOTE FROM PRIVATE ENCS NEER TO CONTRACTOR PRIVATE ENGINEER' S NOTICE TO CONTRACTOR C U P 86- 14
CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR y• , ' � PLOT & GRADING P
AND SHALL REPORT ALL DIS- FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF
CREPANCIES TO THE ENGINEER JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE
PRIOR TO THE COMMENCEMENT MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE DE SIGN M ADOLEAND ASSOCIATES, INC.
RECOMMENDED
OF WORK. HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES To / OF SAN BERNARDINO COUNTY
3.
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES J��/aI CONSULTING CIVIL ENGINEERING
SOILS ENGINEER QR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION DRAWN AND LAND PLANNING SHEET
T /
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES . _ 545N. Mountaln Ave.,Sulte 105
PROSEC. ,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE i�EGLIGENCE TN. E UPLAND AIF RNI
RICHARD MILLS ./�'I U C L O A 91786
C L S ASSOCIATES INC. T
/ PHONE' 1946-2949 F
316 EAST E STREET OF THE OWNER OR THE ENGINEER. CKEC KED 1RCE No 1'�9/¢ DR WIN N0.
ONTARIO, CALIFORNIA 91764
(714 ) 983-0628 1
DATE 8 S FILE No
BENCH MARK :
BENCH MARK NO. 96-B
EX/577 G4TOV B45hV W=25 Z
AT THE NWC OF HAVEN AVE. &
8� e Gy
C,^UT/O/�/ : H/GN f' ���`U'R� G^r5 ;�(//N SALE: ,// _ 10/ 19TH ST. , 44 FT. W. HAVEN
\ & 83 FT. N. 19TH ST. , SET
WG W GONJi4Gj TNS 5�1rt1�,�/Y G/tLI��,N//t �,t5 DRIVE PIN w/C.S. TAG IN TOP
�EX/ST CURB GUTTEiP coMPnNY� <7/9`)529-2B8? ore (7/g) 529- 7070 , AT THE E. END OF A HEAD WALL
77Lf1 j L E,4 57" 9B m 61-1 /e7_ Of`
OXC-/tY^T/ON of ^NY K/Nb /N T /5 FOR 3-24" CMP--ELEV. 1430. 686
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/ 20'
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WEST LINE S CTION 1IV N
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CONSTRUCTION NOTE
DESCRIPTI ON of REVISION
N 0000-55-A 69.69 ��+ // DATE P P ROVE
may: f �-
: f CONST. 3" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL.
N O �) INSTALL 15" C.M. P. STORM DRAIN W115" C.M. P. END SECTIONS PER ARMCO CITY of RANCHO CUCAMONGA
O — �,
I
� PRODUCTS OR APPROVED EQUAL.
I / \��
TERRA NISTA
ti'uiSaHC+EPAINTED A.C. PAVEMENT PER ARCHITECTURAL PLANS.
D •O P.G. _zo� I ,
' CONST. 4" THICK CONCRETE WALK. INFORMATION CENTER
MAXCONST. CONCRETE STEPS PER ARCHITECTURAL PLANS.
INSTALL 1 ' METER SERVICE & 1" SERVICE LATERAL PER C.C.W.D. STD. NO. 2. C•U•P• B6- 14
�--INSTALL 2" SERVICE LATERAL PER C.C.W.D. STD. DWG. NO. 2 AND 2A. ESS;
� k ( FOR IRRIGATION) PLOT & GRADING PLAN
INSTALL 4 V.C.P. SEWER LATERAL PER C.C.W.D. STD. DWG. NO. 15. z ti DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED
OF SAN BERNARDINO COUNTY
- --- ------"'- �+ �--INSTALL 12" C.M.P. RISER PER DETAIL ON THIS SHEET. F` � � "1 CONSULTING CIVIL ENGINEERING
+ ,' DRAWN AND LAND PLANNING SHEET
`° D INSTALL SEuI�>� C'L.E'gN-ouT PSR cc W.D. 57D DkJ�• Ab• 21• �� " 545 N. Mountain Ave.,RNIAts 86
R.W. W. 06
UPLAND CALIFORNIA 91766 2 �-
P N 4) q�-2�r4�f OF
CHECKED RCE. No 14e14- DR IN G N0.
0 E ¢ 8 FILE No
•P+ T .V. I .C. RE-PLO's - 19 ,C,27iPF : 544 329 01-Dao-87 10:51 AN / 126- 644- 1