HomeMy WebLinkAbout1305 BENCH MARK :
GENERAL NOTES:
_ 01.xBENCH MARK NO. 96-B
1 . ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OFf.�oNTW.IGL of //'7i� AT THE NWC OF HAVEN AVE. i
2y
RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS , AND CHAPTER 70 OF THE OE.S/�s/t/ C'/Q/T�iP�,Q A� 19TH ST. , 44 FT. W. HAVEN
UNIFORM BUILDING CODE, LATEST EDITION. 3000 PSI N 2Q 0,4 Y5 - --� i 83 FT. N. 19T}i ST. , SET
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E/ FO�PC/it/G TEFL - ASTM A G/5 OAP a,:::' DRIVE PIN w/C.S. TAG IN TOP
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1 . PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEARIS, 1 � -_ a ° ----
T,T THE E. END OF A HEAD WALL
INCLUDING EXISTING STRUCTURES, FOOTINGS , FOUNDATIONS , RUBBLE, TREES 3• 57-R41C7-4/14Ew.4L STEED - AST.N A -96 �_ jam! FOR 3-24" CMP--ELEV. 1430. 686
AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION T By ,t/C/•/A.Pv M/445
OF THE SOILS ENGINEER . . �ATEO ✓A./. 7 /9B7
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f0.! G.l.aTE p',NEN.'f/O1f/�� i
STEL/F/C.4774W5 345E
3. AFTER REMOVAL OF DEBRIS, ANY EXISTING FILL OR DISTURPED NATURAL SOILS
SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER .
i +�I I I L✓itiEy�E A•/W
4 . THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER, AND j t I I L3�fr"xAft--4wjv?�xl7)1 I
ANY ADDITIONAL OVER-EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH > *rb
THESOILS ENGINEER ' S RECOMMENDATIONS AND AS CONTAINED IN THE SOILS I SECTION �� /7�
°. F
�
5. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 I i � Xr'eo[rs
No 6c.�LE
INCHES , BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST /�J4-
.� i
Ag
90% OF THE MAXIMUM DENSITY, AS DETERMINED BY iI. B .C . STANDARD 70-1 OR 3'
EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE A V" .�' tIAV.
SOILS ENGINEER . t;h- K �,4-
/ A
_....a 1-2, h"yrs � �-
yr�� /
6 . IF ANY UNFORSEEN SUB-SURFACE STRt1CT1tRES ARE ENCO[tNTERED DURING �,, (�-rr�.� �1 'r I t s"x3"xai �"
H �
� � ?
CONSTRUCTION, THEY SHALL BE IMMEIIIATEI,Y PROtiGHT TO THE ATTENTION OF � .{, ' �� V �•-' yr-�ocrs �
THE SOILS ENGINEER BEFORE PROCEEDING FURTHER . _=_�� �- ITrPJ ,,/P,�l• r
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 t7'-O
SECT/O�v -Q
14
- Q ip k
PROPERTY AT ALL TIMES DURING CONSTRUCTION . ANY ML1D OR DEARIS ON � , "uvs • � � lsf/�-�
PUBLICRO R U S �'�AM
P PE TY SHALL BE REMOVED IMMEDIATELY. ST . HALL D . BE CON-
, ,N�,�/ J iVAll
TROLLED CONTROLLEDO THROUGHOUT s
BY WATERING OR OTHER APPROVED METHOD THR -UGH_Lrr SECTION D D
THE GRADING AND BUILDING CONSTRUCTION OPERATIONS . 'fECT/O.V ,4-,4 8~ /
REAR Ii44LL Of�CATL',4QiiIS/t/ NO SC.✓4L..E
8 . PRIOR TO THE START OF ANY BUILDING CONSTR[tCTION THE CONTRACTOR
SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER 7.
AND SOILS ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0 . 10 FOOT y
OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION R/W
HAS BEEN OBTAINED.
SECTION G-G
9 . NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING: PERMIT AND �l~ �~
NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR TO THE START OF WORK. z _ �� , N OT,!
F /L OF FIE' r SU�'PO.rr A35EWBG f�o SGrILE �/'
3 - - -- --------- ------f-- -__ - -
10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE -
ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM • 1' r ,
BUILDING CODE. M b - , �Z I ViVt. ¢ VIA R.
A .
11 . THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT `,.-` Q a
COMPACTION 4 4t} CON CTOR S N o n�uT
THAT PROPER .OMPA ,TION HA. BEEN OBTAINED BY . . B TRA AND
TD . _>
AGENCIES CONCERNING UTILITY LINE BACKFILL INCLt1DING B[tT NOT LIMITED i �� w`�zo • . �i
TO SEWERS ,WATER LINES ELECTRICAL, GAS AND LANDSCAPE IRRIGATION LINES .
a /
12 . CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING '�� P1Q�7�GT/aN t
AND SAFETY DIVISION PRIOR TO FINAL BUILDING INSPECTION. - ty:'x,/e-E�/v��► �'�''d��C �:� _
1
a:�- _ '`t_ -- --h- .- 4 1 9%r"x�Ye"'eA,' -✓i!/L<
GRADING O O COMPLIANCE 13 . AN AS-GRADED GRADIN. PLAN AND CERTIFICATION F MPLIANCE WITH SAID
GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION A' SEE OET,e/L Of F.�,s�lE ,Qi�s7 ® SECT/O.G/A-A SECTION C'C SECTION E'E
PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING :-:'� =; S!/��oeT,OSL9E�lBLy lH/a ✓HEFT
INSPECTION. '. 3'1% Aaw"rALL W/Or// & FRO,v7- IVC) GOA le
i/eofceaws eA.�
14 . ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 5: 1 SLOPE /O - - --- --- - ----- - --- rye)
ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH 7+ 3,,. OA i1ie aWWAZI
APPROVED WATERING SYSTEM. eA� cru
Z / 0_1 -- � (ry J mac.
15 . THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL L2 ' - __- CONSTRUCTION NOTES & QUATITY ESTIMATES
INSPECTIONS IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM Ai1ILDING3a- 3v "X-9/e "_
CODE. .t jr -- - -
PJisaCD�/sT, .4/tet//it/ri .eGG P�,� TY YO 8/2. -- -- - _ -- - _ roro3 ✓�-f
it 1C..C.E. R - ¢ --- --- - - ; O
N w
16, ALL WALLS OVER 36" IN FINISH HEIGHT REQUIRE SEPARATE PERMITS AND � � � � D _ _- �� -- --- �/if/✓�T�DGG .� /Z.S4h L,o.CO. - - - - - _ - _ - _ - - - - - _ X70 L'.f
INSPECTION. N ,b -- --- - - -- �- /w�T.EffGG 2�"G.4T Gi�B.OS/�B,�GY�•�S' 2
�17. ALL WORK WITHIN THE PUBLIC RIGHT-OF-MAY REQ[tIRE SEPARATE PERMITS AND TH/5 3HET n - - -- -- - -- - -- --
INSPECTION, ISSUED BY THE ENGINEERING DIVISION. a Q 4V/ „
18 . NO ADJUSTMENT OF ELEVATION SHALL BE MADE NITHOtJT PRIOR WRITTEN 1011-Al-L- L�'EN/A/G PWC77aV � g g� UPMe/V 0 gyDA! OVO j4CL O67*1t-
0AIAI
APPROVAL OF THE BUILDING OFFICIAL A THE CIVIL ENGINEER OF RECORD. L ¢"X3'`X�Z"X3G"' _ 3Alt--1 04 A� -I. 014" /L5
I__O '/e " fI",�v, BAPr
19. A PERMIT WILL BE REQUIRED FROM COUNTY DUST ABATEMENT PRIOR TO THE A T
4/-•' LL9//l-r/,` t EAR
ISStIANCE OF A ROUGH GRADING PERMIT. Z'Z -
- -_
___ -
20 . ALL P.C.C . DEVICES WITH FLOWLINE GRADES OF LESS THAN 0 . 5%5% WILL BE 4C.,�f.4TE OET,4/L
WATER TESTED PRIOR TO FINAL FINISH. E�/y1�1/•4LG �ET.4/L �x
OWNER:
LEWIS DEVELOPMENT CO.
1156 NO. MOUNTAIN AVENUE
P.O. BOX 670 3 S}OOEO /NL-ET OPEA//NG P,eOTEGT/ON A•},es slNO /O 23
• ,PE6Z401AIev Fa-- eel11,5450 B415-AQWY' 6T.4A/Ly4,e0. ff
UPLAND, CA 91786 - -- /
KEY/5ED G2.4ME G�(TE LYMEN�/Gf "A5-BL//GT
PHONE (714) 985-0971
y --- U� - -- T G �sv9
. Q .4Ov /0 .PC.PS� 136E l S e 6 3 X27-89
AREA . 8.03 AC. T c
NOTICE DESCRIPTION of REVISION DATE JAPPROVE
CONTRACTOR SR= VERIFY ALT.
CONDITIONS AND DIMENSIONS �.---. / e90A CITY of RANCHO CUCAMONGA
AND SHALL REPORT ALL DIS- !r M -
CREPANCIES TO THE ENGINEER '0OF E SS/
PRIOR TO THE COMMENCEMENT NCEMENT �
LA MISSION PARK SITE
Q�� � Oti' 4q�� �
OF WORK.
W E ' P'Q� -� PARCEL MAP N0. 11287
• � * ROUGH GRADING/
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR �l'j 01 Iv �,���
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR f Of CAI\E� INLET-OUTLET STRUCTURE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF APPROVED By DATE
JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AVAI
AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE THERE ARE CITY E NGIh E t F; _ - CE Noe397
MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE
HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO �'� � DESIGN MADOLE AND ASSOCIATES, INC. RECOME DED
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES N/557Ay '`� Of SAN BERNARDINO COUNTY
rARk siT� .
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS � �� II
NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION +•rKM1. CONSULTING CIVIL ENGINEERING
PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE �� ��
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . DRAWN AND LAND PLANNING SHEET
545 N. Mountain Ave.,Sults i05
OF THE OWNER OR THE ENGINEER.
.45? UPLAND CALIFORNIA 91786
KEY MAP PHON9(714) 94,-,-0-14-'1 OF
KECKED RCE No �¢ DRAWING N0.
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& 83 FT. N. 19TH ST. , SET
: ..A llRIVE PIN w/C.S. TAG IN TOP
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AT THE E. END OF A HEAD WALL
FOR 3-24" CMP--ELEV. 1430. 686
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GATE PPROVE
r?%4 CITY of RANCHO HO CUCAMONGA
R.C,,� \ N b e LA MISSION PARK SITE
1 5EE S�'YT pf \ 0
PARCEL MAP N0. 11287
\ ROUGH GRADING/1
• ►=�I — :.�►� INLET—OUTLET STRUCTURE
2 APPROVES 8Y DATE /�,
11siR/E5 7•-G-C/MAX GTY ENGINEER _ — RCE N 'lv
MAX QUO TOk �4� DESIGN MA OLE AND AS OCIATES, INC. RECOMzlll!�
ENDED
y��5 � ,Qa,4 A ,B .OF SAH BERNARDINO COUNTY
CONSULTING CIVIL ENGINEERING �p
RETENTION BASIN INLET/OUTLET STRUCTURE \ \ sE�riov c c �No. ,a , �, _; DRAWN AND LAND PLANNING SHEET
1545N. MountaIn Ave.,Suite 105
SGALe / _ � ' \ Exp /�J3 L.E.F �!!1 UPLAND CALIFORNIA 91786 2 5
\ PHONe(714) 94G -0949 �F
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BENCH MARK :
BENCH MARK NO. 96-B
AT THE NWC OF HAVEN AVE. 6
19TH ST. , 44 FT. W. HAVEN
v o \ & 83 FT. N. 19TH ST. , SET
RO .�� DRIVE PIN w/C.S. TAG IN TOP
ND OF A HEAD WALL� - z � AT THE E E
FOR 3-24" CMP--ELEV. 1430. 686
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CITY of RANCHO CUCAMONGA
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\ DESCRIPT ONof REVISION
� GATE tAPPROvE
5:(
CITY of RANCHO CUCAMONGA
u / /�
&--CONST. RETAINING WALL PER CITY STD. DWG. NO. 812 (OVER 36" IN HEIGHT
LA MISSION PARK SITE
5 -
REQtJIRES PERMIT) . PARCEL MAP N0. 11287
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