DIR-2013-18b CITY OF CUPERTINO
10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308
To: Mayor and City Council members
Chairman and Planning Commissioners � ''
,
From: Aarti Shrivastava, Director of Community Development ��^
Prepared by: Stephen Rose, Associate Planner, Planning vision
Date: August 21, 2013
Subject: Director's Minor Modification (DIR-2013-18) to allow the removal and replacement of
an old water tank with two new water tanks (52,000 and 147,000 gallons respectively) and
ancillary equipment and associated site work;
Tree Removal Permit (TR-2013-28) to allow the removal and replacement of two oak and eight
pine trees in conjunction with a water tank replacement project.
Chapter 19.164 of the Cupertino Municipal Code allows for administrative
approval of minor changes in a project. The Director reports his decision to the
City Council and Planning Commission in time to allow an appeal of the decision
within fourteen calendar days.
DISCUSSION
Proposed Modifications
The existing Regnart Heights Station water storage tank is aged and in poor condition. The
bolted steel tank is currently over 46 years of age. According to the SJWC the useful life for a
bolted steel tank ranges from 35 to 50 years; tanks that are 50 years or older usually cannot
provide the desired level of service and will eventually fail. In addition, the existing tank lacks
an internal coating and has now corroded and begun leaking at the bottom tier connection to
the floor.
The applicant, Frank Du with San Jose Water Company, proposes to remove one old water
storage tank and install two new water storage tanks, a new PG&E service connection from the
driveway to the tank site, and construct a retaining wall and protective fencing.
The project would increase overall tank capacity to meet existing service requirements, which
are currently deficient.
Location
The subject project site is located in a residential hillside area near the south-western City limits,
bounded by Coyote Ridge Trail to the west and Regnart Road to the east. The proposed area of
work lies within a 6,300 square foot public utility easement above the driveway of 22330
Regnart Road, off of a short unpaved access road.
DIR-2013-18&TR-2013-28 22330 Regnart Road 2
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Site Improvements and Equipment
The existing tank is 38.5 feet in diameter and 16 feet in height. The two new tanks will both be
24 feet in height and 24 feet and 40 feet in diameter, respectively. The additional height is
needed to provide for increased storage requirements and adequate freeboard during a seismic
event. Grading and retaining walls are proposed to accommodate construction of the tanks on
the existing sloped site. The project will require approximately 220 cubic yards (CY) of cut and
35 CY of fill and the removal of several trees.
Other improvements include installation of new PGB�E underground service lines to the tank
site, replacement of an existing PG&E meter and associated equipment, replacement of an
existing storm drain pipe from the tank site, installation of AC paving, catch basins, and seven
foot tall fencing around the tanks.
Landscaping
The plans call for the removal of two oak trees and eight pine trees ranging in diameter from
five to twenty-eight inches in accordance with the Tree Removal Mitigation Plan and TR-2013-
28 permit. Replacement planting prescribes a total of sixteen replacement trees in a
combination of oak and deodar cedar or canary island pine trees, which will be planted around
the new tanks.
2
DIR-2013-18&TR-2013-28 22330 Regnart Road 2
Visibility
The predominant views of the proposed water tanks are obscured from view by trees and
natural topography from the north, south, and east. The tank will be minimally visible from the
west as viewed at a distance from a few homes across the valley and users of the Coyote
Canyon Trail. To mitigate the visual impacts, the tanks will be painted California Grouse Tan
(Kelly Moore color code. 00-3589BA) which appears as a matte (non-reflective) olive green and
will appears as a slightly less faded version of the existing color (see Attachment A).
Environmental
The environmental impacts of the proposed facility have been reviewed as part of an Initial
Study/Mitigated Negative Declaration prepared April 2013 with the California Department of
Public Health Division of Drinking Water and Environmental Management serving as the Lead
Agency.
Noticing
This project was noticed to the public in accordance with the requirements of the City of
Cupertino zoning ordinance. Additionally, during the Initial Study/Mitigated Negative
Declaration Period, notices were posted at the project site and at the Santa Clara County Clerk's
Office, and notices were mailed to properties closest to the project site and along the
ingress/egress route.
During the City public review period, staff received comments from the Midpeninsula Regional
Open Space District recommending that a non-reflective olive green color be utilized (with
which the selected color complies).
ACTION
In accordance with Cupertino Municipal Code Section 19.164, the Director of Community
Development deems the modification minor and approves the modification described in the
plan set titled: "REGNART HEIGHTS STATION TANK REPLACEMENT" prepared by San
Jose Water Company, and consisting of ten (10) sheets labeled 1 through 101ast revised 05/30/13
and stamped as received 6/13/2013, except as may be modified by the conditions enumerated
below.
1) ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the first
page of the building plans.
2) BUILDING PERMIT REQUIRED
This approval does not constitute building permit approval; a separate building permit is
required.
3
DIR-2013-18&TR-2013-28 22330 Regnart Road 2
3) ACCURACY OF THE PROTECT PLANS
The applicant/property owner is responsible to verify all pertinent property data
including but not limited to property boundary locations, building setbacks, property
size, building square footage, any relevant easements and/or construction records. Any
misrepresentation of any property data may invalidate this approval and require
additional review.
4) COLORS
The proposed tanks shall be painted California Grouse Tan (Kelly Moore color code. 00-
3589BA).
5) NO BARBED WIRE FENCING
No barbed wire fences shall be permitted; the project plans shall be corrected to remove
the reference to barbed wire anti-climb measures.
6) LIGHTING
All lights shall be controlled by two-hour maximum timer(s). No lights shall remain
permanently illuminated at the facility.
7) ARBORIST REVIEW
An ISA-certified arborist shall confirm that the tree protection measures are in place for
the existing trees to remain onsite prior to issuance of building permits. The arborist shall
confirm the health of said trees following construction prior to issuance of final
occupancy. In addition the arborist shall confirm that the new trees were planted
properly and according to the approved plans.
8) CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with
regard to the proposed project for additional conditions and requirements. Any
misrepresentation of any submitted data may invalidate an approval by the Community
Development Department.
9) NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government
Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the
amount of such fees, and a description of the dedications, reservations, and other
exactions. You are hereby further notified that the 90-day approval period in which you
may protest these fees, dedications, reservations, and other exactions, pursuant to
Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-
day period complying with all of the requirements of Section 66020, you will be legally
barred from later challenging such exactions.
4
DIR-2013-18&TR-2013-28 22330 Regnart Road 2
This approval is effective August 21, 2013. The fourteen calendar day appeal period will expire
on September 4, 2013. If no appeal is made within the appeal period, the tree(s) may be removed
after Wednesday, September 4, 2013.
Attachments:
A: Existing Facility Photo
B: Plan Set
C: Tree Removal Mitigation Plan
G:Planning/PDREPORT/DIRreports/2013/DIR-2013-18&TR-2013-28.doc
5
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--qy}O 1 SHUTDOWN REQUIRED FOR NEW PIPE TIE-IN
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2 CONTRACTOR SHALL COORDINATE ALL SHUTDOWNS WITH
SJIA�C CONSTRUCTION DEPARTMENT(408-279-7870)AND
SJV1'C OPERATIONS DEPARTMENT(40&279-7812)A MINIMUM
OF 48 HOURS PRIOR TO SHUTDOWN.
6 HYORANTS INVOLVED:
C-00453. C-00452. C-00454.
C-004�5� C-00456. C-00457.
22 SE�VICES SHOWN:
22362, 22365. 22384. 22342.
308387,22344. 22348. 22355.
22340. 22345� 22336� 22335.
22334. 22326. 22330. 22332.
22325. 22322. 22304. 22311.
22245. 22315.
' �.: ; ���.°�� ,°�P�£ �` - °W �'�;` S/TE PLAN AND SHUTDC)WN MAP
\� P V 1. � A
I �,:�-� ����, ��� �: ��1� SCAIE:1"=200'
:� ,�- � ` ��$ �,.
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/ •\� '>.366-39�006� h"f n, ,`c�' � ��'°� 'i
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PROJECT SITE
San Jose Water Co.
�F�Fwn:
•�•�•�•�•�•-•�•- :,^i'�1ID.:A 7`„t!�.?!J7'!
INSTALL:
1 SITE PREPARATION,INCLUDING GRADING,EXCAVATION,BACKFILL,
CUT/FILL MATERIAL TRANSPORTATION.
2 RETAINING WALL,221 LF,MAX.8'HIGH CONCRETE PANNEL.
3 TANK INLET/OUTLET PIPING,8",APPROX.100 FT,FOR BOTH TANKS,
INCLUDING 8"DICL PIPES,2-8"EBBA FLEXTEND,VALVES,FITTINGS,
PUMPER CONNECTION AND VAULT/COVER,TIE-IN TO THE EXISTING
8"PVC PIPE,ETC.PIPE BELOW GRADE SHALL BE W/POLYENCASEMENT.
4 TANK#1 CONCRETE FOUNDATION(24'DIA.),INCLUDING DESIGN.
5 TANK#1 TIDEFLEX MIXING SYSTEM,8"PVC PIPE,INCLUDING DESIGN.
6 TANK#1,24'DIA.X 24'HIGH(52,000 GAL NE�,INCLUDING TANK
STRUCTURAL DESIGN AND ALL TANK ACCESSORIES,SUCH AS LADDERS,
HATCH,NOZZLES.OVERFLOW,VENTS,MANWAYS,FLUSH CLEANOUTS,
ETC.
7 TANK#1 INTERIOR AND EXTERIOR COATINGS,INCLUDING HEATING AND
DE-HUMIDIFYING IF REQUIRED.
8 TANK#2 CONCRETE FOUNDATION(40'DIA.),INCLUDING DESIGN.
9 TANK#2 TIDEFLEX MIXING SYSTEM,8"PVC PIPE,INCLUDING DESIGN.
10 TANK#2,40'DIA.X 24'HIGH(147,000 GAL NE�,WELDED STEEL,INCLUDING
TANK STRUCTURAL DESIGN AND ALL TANK ACCESSORIES,SUCH AS
LADDER,STAIRWAY,PLATFORM,HATCH,NOZZLES,OVERFLOW,VENTS,
MANWAYS,FLUSH CLEANOUTS,ETC.
11 TANK#2 INTERIOR AND EXTERIOR COATINGS,INCLUDING HEATING AND
DE-HUMIDIFYING IF REQUIRED.
12 SITE DRAINAGE SYSTEM,INCLUDING CATCH BASINS AND DRAIN PIPES
INSIDE AND OUTSIDE OF THE TANK SITE TO THE DR�VEWAY,ETC.
13 2-WATER LEVEL TRANSDUCERS AND S.S.ENCLUSURES,ONE FOR EACH
TAN K.
14 TRENCHING AND BACKFILL PGBE POWER SUPPLY,FROM THE DRIVEWAY
TO THE TANK SITE,INCLUDING TWO PULLBOXES,PER PG&E DESIGN.
PG&E WILL INSTALL CABLES AND METER.
15 ELECTRICAL:MCC AND CONCRETE PAD,LIGHTS AND SWITCHES,J-BOXES,
AND ALL OTHER CONDUITS/WIRES EXCEPT PGBE'S,INCLUDING TRENCHIN
AND BACKFILL.RELOCATE RTU,ALARM,ANTENNA AND FEED CABLE,BY
THE ELECTRICAL CONTRACTOR.
16 SITE AC PAVING,APPROX.2,630 SQFT,3"MIN ON 6"CLASS II AB ROCK;
PEF�AETER FENCE,INCLUDING 2 GATES,APPROX.260 lF.
17 2-STANDARD WATER QUALITY SAMPLE TAPS W/ENCLOSURES,ONE FOR
EACH TANK,PER SJWC'S STANDARD DRAWING W-WQST.
18 LANDSCAPE IMPROVEMENTS,INCLUDING 16 REPLACEMENT TREES
AND IRRIGATION SYSTEM;183 LF WOOD FENCING W/GATE.
REMOVE_
1 EX.38.5'DIA.X 16'HIGH(140,000 GAL)BOLTED STEEL TANK,
FOUNDATION AND APPURTENANCES.
2 A PORTION OF EXISTING 8"PVC PIPE.
3 EXISTING 8 PINE TREES AND 2 INTERIOR LIVE OAK TREES.
4 EXISTING WOOD RETAINING WALLAND 223 LF WOOD FENCE.
5 MOVE EXISTING RTU,ALARM,ANTENNA TO THE NEW MCC.
6 EXISTING PG&E POWER POLE,OVERHEAD LINES,METER,
ETC.,BY PGBE.
SHEET INDEX:
SHFFT N(� f]FSrRIPTIC�N
1. TITLE,LOCATION AND SHUTDOWN MAP
2. GENERAL SITE DEVELOPMENT PLAN
3. TANK SECTION AND RETAINING WALL PROFILE
4. TANK LAYOUT AND DETAILS,ELECTRICAL WORK
5. PIPING AND DRAINAGE PLANS AND DETAILS
6. TANK STANDARD DETAILS
7. TANK STANDARD DETAILS
8. ANTI-CLIMB FENCE AND ELECTRICAL DETAILS
9. TREE REMOVAL AND REPLACEMENT PLAN
10. GENERAL PROVISIONS OF THE SPECIFICATIONS
----_.._...�
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RoAO n,�nnE: Regnart Road, Cupertino, CA
Q��Q(�OF ESSlp,yqlF
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2
w No.49084 m
* �,9I30H 4 �
�f9rF�F CAUF���\Q-
6`(�j
CONTRACTOR
FOREMAN
DATE TO CONTRACTOR
PROPOSED START DATE
ACTUAL START DATE
COMPLETION DATE
AS BUtLT CHECK:CONST.
ENGWEERING
PLEASE ORDER MATERIAL. SJWC
CONSTRUCTION DEPT.WILL NOTIFY
YOU OF THE WORK SCHEDULE.
AS-BUILT STAMP
RE�nSqN
2
3
4
5
6
7
8
9
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PROJECT SITE
V/C/N/TY MAP
NO SCALE
► :: ► �
ADDRESS:22330 REGNART ROAD,CUPERTINO,CA 95014.
ASSESSOR'S PARCEL NUMBER:366-39-006.
TANK ON PUBLIC UTILITY EASEMENT.
TOTAL PROPERTY ACERAGE:2.89 ACRE.
TANK FACILITY OWNER:SAN JOSE WATER COMPANY.
EX.TANK FLOOR AREA:1164 SQFT.
PROPOSED NEW TANK FLOOR AREA:450+1260 SQFT.
EX.TANK SITE IMPERVIOUS SURFACE AREA:1164 SQFT;
PROPOSED TANK SITE IMPERVIOUS AREA:4780 SQFT;
TOTAL SITE DEVELOPMENT AREA:4780 SQFT.
EARTHWORK VOLUME FOR SITE GRADING:
CUT:220 CY; FILL:35 CY; NET CUT/FILL:185 CY CUT.
IMPROVEMENT INVOLVED IN THIS PROJECT WILL BE
CONFINED WITHIN THE PUBLIC UTILITY EASEMENTAREA.
THE CONTRACTOR SHALL INSTALL NEW 8"TANK PIPING,
TEMPORARY P�PING AND KEEP THE EXISTING TANK IN
SERVICE BEFORE DEMO OF THE EXISTING 8"PVC PIPE,
GRADING AND CONSTRUCTION OF TANK#1.
THE(SJWC)CONTRACTOR SHALL:
� INSTALL ALL PIPE AND APPURTENANCES lN ACCORDANCE
WITH CURRENT SJWC STANDARDS AND SPECIFICATIONS.
� FOLLOW �AETHDOS AND PROCEDURES OF SHUTDOWN
AS DIRECTED BY THE SJWC CONSTRUCTION DEPT.
*USE DWG H2-170 SHEE7 1 FOR Sr!UTDOWN
�NOTIFY CONSUMERS OF SHUTDOWN.
� NOTIFY UNOERGROUND SERVICE ALERT (USAI AT
1-800-227-2600. 48 HOURS PRIOR TO EXCAVAT]ON.
�ESTABLISH PIPE GRADES USING TDP OF A5FNALT OR
F[NISHED GRADE.
� INSTALL VALVE STEM RISER AND GATE BOXES PE�
SJW STD. DWG. MAIN VB.
�USE STD. DWG. MAIN-RPM FOR RESTRAINED MARKER
TAPE AND COPPER TRACER WIRE INSTALLATION
� COMPLY WITH THE SAN[TARY SEWER AND STORM DRAIN
DISCHARGE REOU[REMENTS GUIDANCE OPERATING
PROCEDURE DOCUMENTS WO-103. WO-104 AND W�-�05.
�50[L TEST: GEOTECH REPORT BY BAGG. FEB 29. 2012
ZONE: REGNART HEIGHTS
PRESSURE: 56 - 65 PSI
PERMITS: CITY OF CUPERTINO
CALIFORNIA DEPARTMENT OF PUBLfC HEALTH
BUDGET R-25(2o i Z)/R-IS
��) San Jose Water Company
REGNART HEIGHTS STATION
TANK REPLACEMENT
TITLE,LOCATION AND SHUTDOWN MAP
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S.S.LONCITUDINAL CABLES ���'`����'' �� `
ARMORFLEX CLASS 305 UNIT 10• ' � •'(�l //� '
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\,� NOTES e 8 A F ` � -� '_ _ :sr,�,,
S 9
��O � � � I. CONTRACTOR SHALL INSTALL THE CONC.RAMP q F�L �j T�P ^ . �'
r�'` � � 0 PER THE MANUFACTURER'S INSTALLATION GUIDE. A tiQ�'�jT`'9T �CT , /// ;`\��
OJ. �`y S 2' TERMINATIONNTRENCHEBGAT DBOTH TOPNAND F��.�8' �,c��� �Lp
S '9,5, � � BOTTOM OF THE SLOPE. � A � O � � �
3. INSTALL CONTECH C-60NW NONWOVEN GEOTEXTILE '9C •Ci O�.'9Q s�j \
MABRIC BEFORE INSTALIING THE CONCRETE BLOCK T�F S�.<`� �O\ / , \
-= qppROX.�30' � � 3. BURY MIN.TWO ROWS OF UNITS INTO 4000 PSI � �tiO� 4�T ��\ �
TR�NCHES ER T�E MANUeACT�ERTSRSTANDARD 6`�1�'�iQ�S yF� � //� `\ ` �
- INSTALLATtON GUIDE. % � � � / � \
4. BACKFILL THE BLOCK MAT WITH I/2'-I'TYP. "9T 6 i
_ " CRUSHED ROCK. F�.�� �\ � �� /� � F�� �
�� / � -`_"--
`
- . ��°����`'�% ARMORFLEX STD DETA/L 2 �� �\�'� ��' ,' �1 �
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� : .�/ / �� l/ a J ' I� ,f ,...'.. �RAIN PIP AYLIGHT AT�THE.�P" Clt i • �' E� + / _ - i j ! ! _ /_, �1.. �rU� t._� � p�., _�i � � � i
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� � � r i � ,� w � � ��' , CAS�X I'lHl X 8'(�)CONCRETE NEW PG&E CONDUITS/CABLES '�/ � CT
I � �i rr S , �.� p 'g < � ING AROUND THE DRAIN PIPE A �/ � �
) , / i , � � � � � I �� yL` � CROSS THE DRIVEWAY F o / �� O
� ' �CO�� � � i � \ y ��, p°o ,: ,'" , MIN.12'WIDE CONTECH ARMORFLEX CONC.RAMP �NEW PGBE BOX ° �
, i � i- ' FROM 7HE EP AT THE BOTTOM OF THE SLOP� ------- ---- - • - -- r�T--�---�---------
i � I V� / � � n 1 0 -- , � �. \ -��--------�
� j ;O� /' / � ��', j �n �� 3"�' � � I., 2'X2'x4'(D)CATCH BASIN TO THE EDGE OF THE DIRT ROAD AT THE TOP NEW PG&E CONOUITS/CABLES ��� ��� �\ � � ,i `�� '� O I
I i+ m m � i'�W/ SO�ID STEEL COVER OF THE SLOPE,WITHIN THE P.U.E. TO THE EX.HOUSE (22330 i �� � � •� � \.. �
I ��. � �,X �. , I
i � j I i i i I I ; �p�,� �n\ \, �� SEE SfD.DETAIL 2/2 ABOVE. REGNART ROAD) �i I �, T,�� � / . � ;1__ o,!� _o _�. _ � � {
i I I �i \ � OZ`�,,.i o� \� j \'' EX.8'PVC PIPE(BLUEIS TO REMAINI� � ( � ��,`�I F \' ' a ,` ;: x � ". � '
� I �-. ii ��\i i . 1,... �I '(a'-,,�,�� . � �
� i I � �� `'\ RETIRE IN-PLACE EX.6 PVC DRAIN PIPE � !+ �' ' � •L� � 1� ' !� 6�'
I =,i � � � 0 0 D \ i I �:� � f� ^ -- � � X.SJWL�. � I��-; PLANT (16)NEW TREES 'I
�� '' '; � �i I I � �� � `� J�� I \ � ; �BLACK)ABOUT 6'ABOVE THE 8'PIPE. �i .q�qj.r_� ��-� SEMENT"LIR1E.�C� SEE SHEET 9.
,/" � �:'i f i i I � � �� rn�\�m w� L m ` \ � C,9 � ��� I ,���'�> --� + � � Q� N56° �•
•v/jO �6, � � _,! I �i I � � I l�v m t='n \�,�� � \ 8'PVC DRAIN PIPE _ �S 6'� i / ���� �-- :> � �\ 5 '\7\0' `�,. E +'I
� � 6 i `�� I \� \ AROUND TAN SG ilI
.O 6� � , �, I %� I � N'P z v � \ � �:, O �9 i � 12'OOUBLE SWINU�GATE --� 2iC � .� RETA ALL �� TYP. ' I
��O F � � I I � ! i ' I ' ' „�'� a \ - \ \� � �` �' �� � .n '� �� � �
�"�(/ '9 I i \ � -t.. NEW PG&E CONDUITS/CABLES� � �
�,y �/LS�LQ ��O � i I I ' � I �' J �ct J.' - \` � \���.KE�f 3'C�EAR FROM THE TiQ A O�� I _ `�� 986V _�% 2%.\ �--.�\ �.� Z` � I
S C/ s S( i , ' i ` w� � , ;�,`� �T�RlN DRAIN PIPE '9fi I _ „�.....; � ��-�, \ \ �� -� i
A -9 C'9 ��� i �! i ij Iri \� 1 \ . a L � \� '\ --- � R��C% ��/ %'�T � ----qAfi.___ -- '''�~ ELEV. �� � �. � �
�f CCC� 'Q�` i � f{ � 9 .�� (�'f ;.\ \ �'- _ ��//�� y/ � �NEW.TANK'I ,987.Ojs. / \ \\� °'w� � �
�i Ci , ',. , I i�� '� , 11�� �O ��..: �;�,� `\� \ ;;: /�� , � .�\ \ '�-�. _� 2j �-.. .� �� �� �
�9 S O `, �� � °< <� � � � 6 I ,f.� f TA OOUNDAT� '.,�� oxs �,�\.° � � ; �
, T� � II � 'o�4�'e�� PEEP 12 MIN rVER�CAL CL�ARANCE;'PIPE � �� O � �O t � � - '.v . , ` � � \ G' ' ;
� �cT� 1� 1I {� \ n`--„_ 3'MIN. �� . �� - i � �Sr �6 i... , ` '''� TANK I 7R i � � - '' , �
J ,ELEV 967 0
\`�� � a � Y� -= - =�--=�------- �- I .. � ��__ ��c�`� �. 3 ;
SD 'p�� �'1 I`� ;A ����\ `. =�.\ � ,\ � �\ `,�./ ;i�$B__ � �--�R L C 4 �y \ 0` � M �
�� � � 3--Mit�Y �' � 2/ " � i ..0 ., ��,'\ �\ �� I
�'1, , `I '/ \ „I\ �rr �\ � :`'� _�',�� �i.:, ,:..'�/ _. � -..'�ayrv - �/ ) �S � �w PERIMETE �NCE PER SJWC'S
\. a--. �
'� y •� �{� `� ��..q ir.�*� �;„� I � ; �'� , '-- `, \ � J � ^.�� �l!'l� A�, TD SPECS.' A(il-IED ON TOP
�} '� �.� � ����-'--'" ` -' . ` � _ ,, , / g�Q� �J LE ,D^" /\ �: 0 THE RET!AINI WALL.
� \� �_� � i� � �` �% E V. ' � V C�, � NOTE 2.
� 'I' �I r. !' I ��J-` r*i ;� `\ •� I_ �; 1 2% C 987.5' : � �
�, �� i li-� I{. \1!.I ;� \ �` �\ �\ \ � J 7 �`. � I2`.DOlH3CE SWIN GATE � �•' . 2'/.4 ::� .;�� �j `� \� \\ �(�,� �X%� � I
' 8 ' '�/� i j�W P � \" I � I ' �t II /O 1 � �� 1 `X�' �`i; '
1 I j1!� >� � � -- Q 2% , . ,\• �
,. . . , �� �ct�' I I'I � ' /� O(�x .i 04\` .__- ��\ i' �- � II 1 � '/t�/ � � � �
.. - Q � � ,'> ��� \ 1�-� �
,.. 9 I j I i { '•`. � �F' �'. c� �'�,�\�,�J I I , EX.PR PERTY'L'INE 2 ±�'� � •`n� ',�' �o r�� i
� II � ! , /�� � �a \ a `�a � � �� ,,, �� ELEV. .•• v�' - P--= + r I
! ! ' '�� I�?' 9� � i\� 1�'\ ' ��i�>�'.,'�i�� /�/ �� �� �� �9 ���0��i� 987.5' .,- ' � b 83.31 � �
'.,. . . � ! . . i , i'� '', .�, i o .. �\ � _ �i r'�
�
.. .. I/ f � , .a I '� .._ �' �\ . \ '���. I �� l� z� �
in
� t' ; I a , �, ^ :�� � ° "� �~ �� ti ` -- _.l 1' �, 1, ,' \,
�. :�-- � �
i �
I i/ ! � � � � `. `, , -, • .. � \ �\ S MOS E(10)TR�E
I. , �, � I.
� - I ,� \� c �.. � ��� �" �'�i- � i NEW TANK•2 HEET 9.
,� � �` ' \ \. �. � ��,- �' / � , � ELEV.987.5' � E
�' /j�'/�' i�' �' i f � �� l � �' J / \ � ! � j ' FACE OF NEW TANK � � /
�- � � �� � a/�,', �,:.� , � �-�" � i'''
�� % fOUNDATION�RING 2%'
� - 4 \ , \ \ *�" ,�� ' ' Jo `±, ,� : I
�/�J ��'/l �'�a �/v�' } I ; � � '��� I <'% �P- � ` � ��` 1 10'I ( rSEEKSHEETN4ER .\ t�' I
�I,0�%j/ � � 'i� �\ , W o� F '� i 1 :� \ I ��. � `y� // � � ; �, M ;j.FOR LOCATION ` ���' � �
,Y �//�� / /� 4� I M _ � � � �;' �' � � �' � -� W Sf t� o� v �
J r �R„ / '�:__5.1�Cu� �� ��1 � `� � . _� _ , � i � � ^ � ... � � �
I/ //j• ��i � � o vWi, F1 ,�.,�`1 � � � N�W AC PAVING �V?T`+ 4.9 � � v j PG:,`1+03.2� ��
AROUND TANKS. '�; �?
1/// //� / 'a-,`�`rClr F.I i c� +' r ``� j ��.� �° 1 ! I1� I ' TYP. � � z� EX.RET.WALL :- ��� ,,
I i p ;�� �', .PCg E METER?A EL TO BE
1 ;/ /, �� x-� " �`'' �t I ,'� ' I � , h ' - ', TO BE REMOVED � RE OVED (SEE SH�}EE� 4l
I � / � r`�'g��� U t -' . - _ /'>� ` i ' - �, I � EX.TANK TO ' . � � I
/ a^` ��+ ��'c W�� � ', ��� , +,�d, ;� , I ', . �, _ . " iI � � ELEV.988.0' BE REMOVED J .�- �
��� `' � '
I � �,�:� l� \ a o� � ��'��i. ` ?�, � �' �� � ALONGEPROFER��LINECE � ��', \ / �� �D i� �
o � � , ,
, � ,
<.
,
�./� / w���'�-}-�- wt,s-�_ J i, I l`_ � �-'� �t \ �, ��� � (Q /r, ll �
I � T_ � �� ELEV. �,.
� :�r �„�� ' __r-d� „ � � �� J'� . � `, � � <a�, 988.0' .--�1 I � . �
I �t/ ���/ �-" �.-- -- ' � / / �l4\y��/�� � �% 1-' �` � � ��I I �
t�� � �5.. 99�T�-"__ ^" '.. . , � j � �\`%� n,. �'. �`" \•�p�'., \ `�j`> ��%'�/ l, j �
: � .,
� � -k-�=� ' =- s��- - - -<f- �`` = r, .',�, %� r ; �� � ���� ... � ��,
� �,- � -� � --- - ' -- � ,,``` I`,�� �� � ��.� :� zz. ---.-_ i' `` f .-.I
� i� ��� O ly��`� /� \�\ � l� � •.z� l i
n � ." � � '�a > � � <'� ' �. �! � . I
I t•`�f'3�� /N, �•r� g8�`_ __ ``` ,. I rn `C . \ °�--, o � , / �
`�^i� � _ �% z i�' .. _
I, � � _-�- � %/M REMO�'EX. q ' �`l �
0<1 �
a�.. � SHED ��� 4) �` /,, � /
� ��� REMOV�EX.GUY iWIRE AFT INEW PG&E
` '/, `\�� � � /, �/f� �r��TT N56'01'S0'E 70.00`�- SERVIE�IS CONf�1ECTED.B PC�&E.
,
I•.• „ A -' .
^�J Y'// \���\ 3 `````��`` li��/��.("Y T \/:�tie . T�-T�TTTTTTT - �'C EX.SJWC EAS t' `�i1NE / / I
.:,�/I -; � '( � -'� 7 �" _ � -1�rs- ,
:
� l�i
�i' �� � -� l ��-.%` �i
'�'/ -" ���` I"� ,,i� l _ �� - ' n a �,r ��� --,.�,� - � OVE� AD WIRESV FTEFiPNEW�PG&E SERVICE
� I , ,- � -- �
�� I `��� �---- -�t/--`=�-�Sc�"��JO-----------'-----!rl�.�-�/--- IS NNECTE�Y,PG&E� I
-1--
� PERIMETER FENCE,PER
; � %'� s�WC-s sTO sPECS. GRAD/NG AND RETA/NING WALL PLAN� BUDGET R-25(2��2 )/R-rS(.Zo�3
� I ATTACHED ON TOP OF
/. I . /,�(,/�✓'/ LAN SEEANOTE 2ALL. SCALE:1•=1�. 2
�--- SITE P jJ)) San Jose Water Company
�' % AS-BUILT STAMP REGNART HE/GHTS STATION
`:_� � '.'" 0 20 CA�E.��-Z�, sa NOTES RETAININC WALL ALIGNMENT TANK REPLACEMENT
1 ...\ ��1. .i_,��
/ I. RETAINING WALL CURVE ALIGNMENT MAYBE MODIFIED LINE LENGTH BEARING CURV LENGTH � RADIUS Q(tOFESSIp,y GENERAL SITE DEVELOPMENT PLAN
USING LINE SEGMENTS PER THE STFl1CTURAL DESIGN. L� 14.51 N56°01'S0'E CI 10.56 27.5° 22.0 Q�'� �4s 9lF
A MINIMUM 10'CLEARANCE BETWEEN THE RETAININC
WALL FACE AND THE TANK WALL SNALL BE � I��y� �7/�3
MAINTAINED.SEE NOTE 5 ON SHEET 3. L2 36.42 C2 21.82 62.5° 20.0 l, Z OPER�T 5/Ds1E
�� 2. INSTALL 7'TALL PERIMETER CHAIN LINK FENCE.NO � N 4�� m „ _ , ,«,,,,�
i
i
�'
/�/��
„%/
San Jose Water Co.
BARB WIRES SHALL BE ALIOWED PER THE CITY OF L3 19.95 C3 4T.12 90.0° 30.0
CUPERTINO.
3. REMOVE APPROX.223 LF OF EX.WOOD FENCE FOR L4 5.25 C4 39.27 90.0° 25.0
CONSTRUCTION AND INSTALL 183 l.F(IIBLF + 65LF)
NEW WOOD FENCE TO MATCH EXISTIVG:4'HIGH,
3 RAILS. MiN.4'X4'P.T.POST 12'WIOE DOUBLE LS 17.27
SWING GATE AT THE DRIVEWIiY ENTr�ANCE. L6 9.11
Roao n,nnnE: Regnart Road, Cupertino, CA
w p, m
* �_9/30114 �
��9rF�F CAUF��\�
� 4�i S
N0.B� D�TE NEVi5i0N
� � •
�
�
SM: 192
DMC.N0.
H2-170/
H3-165
�EET� o��t
_.._ ___ ---- 12� ��
__ __-- - -._. - --- - ---_._ 2
_.__ ___._..
_ ..___.'____-1 4•_-___......___..__..____._._.___.. . _.--7.;/q:.'_.'._
-- ----- _- _. _. - - --_..
__ ---__ _ _.___ .. _- -- ---- I -- . _.
-- - _ _ ._ - __— - - _._ _.._
_.. ..._ __ _ __ .
1010 ___ -.. _ _ _. . - - I -.. ---- _ _. _. . ____ -____ -- 1 -- _.._._. - -- ----- . __ -_ 1010
- _ _ _ _ _ __ _ _ _ .
-- - ---
3'KNUCKLE.TYP - -
OVERFLOW ELEV AT 100� --?Z ------� ---- --• --Y- •----- ----- � _ __.-------------_�- --- - -- - - _
-- - - _ VERFL_OW_ELEV,AT 1007'
__ , _ _ _._ __- - .___ ------ ___ _ _ E __. _w_ --- - _ ___ � - --__ - --- - -- -- -_- --_
__.__ . _ _ _ _. �
__ _ i _ Q_ - - -- _ _- - _._ ___. _ - ---- - -
- - ---- _._ _ __ _. _ m , m EX.BOLTED STEEI TANK
TANK •1.24'DI� X P4 HT z -- ---TANK'2 40 DIA.X�24 HT _ TOSBE�R��MOV pT___ --_ -- 1000
1000 _ __ _ .__ -- - ._ _ _ - - - - -
� �^� N a ---- - -�SEE�NOTE 9 ENCE
_ - -- _ _.- - __ ..--- -- . __ _ . __. _- - -- - -
. _.. _ _ - -- --- -- -- - - --{ __ �._. + v�
TANK EASEMENT BOUNDARY o FG __ _ - _ f . o- -- TANK EASEMENT BOUNDARY
- - - - _ _ TANK ft��R EIEV - NK Fi00R ELEV I -- - _- _--- ----
- -- -.- . _ AT 488.�{ _--.. �.o AT 988,5 EX.TANK FLOOR o FG
� - -
PERIMETER FENCE ' � ? I-- _.. -- - _ -- -_ __..
990 - . , -- SEE NOTE 9 � FG___ �.. �' 2=/,- - i"�2% - -- - --- ?� --- ---. 2-�?--__ -- - - 2i! - --- -- 990
_ - _. _� _ _ -- _.
_ �
,
i ��'f__ " _ f U t
• ' •. . �- ---- -
-- __ i_- - __..._. _ _... -- _ �
� ~ —.___ � : l.
- OG� -- ; _- + -- - -i-- --� -- -- -_
_. �t � -� - - - �� -- -{ - _. _. __ AINING WALL t
_ _._ _ . RET
_ __ i - - . _I __ - -- �� � 1 � _
_ -- -
980 ' _ _; __ _ � � MIN _a_. -_tO �-- --- �--- 1 -- - i -_. ' �� . i SUBGRADE tNATIVE SOIL�p --
; � I _ � -- , � -, ---f T_ .� w ' FI�LL 5._i90�RrG�IY�K� -- 980
` SCARIFY;IIVEREXCAVATEO"SURFACE.""- � •
_ __ � RETAINING:WALL __ :, _. ', i . _ . _ I 6._ _.AG ROCK L
i _ __ � - ' _ .'4_ - ._ - OVEREXC14VATE LIPPEf�IS'SUBGRA�E. --f =_ � ---- MIN , - ---- f-TYP 3 A�.{PAVING__ON Iv�IN 6'CLASS II
- REPL4CEi WlTH ENGINEERED FILL A D_ , I pYER w/ 95�C R.C.
' � COMPACT;TO 95% R.p.,PER TH`E � ! --- --
___.._ . _ �_._ t----GEO - L i
� i , TECH�JICAL�2EPORT.-Sff-NOTFB:_ _... � —._ --- -- --} - -, __ -- -
970 . � --- __:._ __ . _�_ ._ _ _ _j___ . -: . - �- - --.....t- __..._. .-- _ __� ----- _ __. _ . !
' -- ' -- -r _- ; _-- 970
� FILL W/ �UALIFIEO MATERIAL PER THE GEOTECHNICAL 5� 100 I50
REPORT AND COMPACT TO 95% R.C.SEE NOTES 7&8. FILL W/ OUALIFIED MATERIAL PER THE GEOTECHNICAL
REPORT AND COMPACT TO 95% R.C.SEE NOTE 8.
MIN.2'INTO BEDROCK OR
FIRM NATIVE SOIL.VERIFIEO
BY GEOTECHNICAL ENGINEER
ON SITE
3�-
ZZ
��
aw
N
JQ
JW
Q
3=
��
�LL
U�
Z�
Z
OZZ
OU�
+w0
omc� FINAL SITE CRADE
9% __._. ---�- ---. ._. .__._
_.. __ _---- ---
994 ___ _1__.._.___ _.i.._ _.._�... _ _ __ _
992-.._ -- � __ =__ ' _ TOP OF WALL
--- __ ---
_. _ _
__.
990 _ ----- �- -._. ,EL 989'-.._ .. EL 990'
988_ __.__ __ �EL-98T -_ .__ _..____ _ __. :--- � �
� ORIGINAL GRADE '
986€t 985�-- _ ___ . . ---._ ..___ --- _ _ .__
� FILL EL 984' '
984 _ ._-- =-- ----
3'- - -... __..
982.- --------:_...__
--- . ____. . _ - BOTTOM OF WALL: --__. .�____
0+00 gOTTOM OF WALI PANEL �'S0
PANEL
San Jose Water Co.
TANK SECT/ON A
SCALE:1"=10' 3
. ___ _ _... ---
___ �_...__ -_ 1 --- . ,EL'EV:493 j__ _ __-1 -___ �__ _._..{ ___-
_._ __ �EL 991•__ - __ ___ _ _
� �
-- _ ..-- - �------ ---_. ---.__ ._.._-
� CUT �
_t-__ '_ !-- - --_'---- �
-- __ -- - _ .__ _- -------
FILL CUT �+00 BOTTOM QF WA�L PANEL
0+84.91
RETAINING WALL PROFILE B
SCALE:1•_�a 3
p�rP�oi,� -��
� : . . .
, .
�. , _� � ��i-i� . . .
�� . : . -
NO TES �` �. . � _
1 TANK CONTRACTOR SHALL DESIGN TANK FOUNDATIONS BASED ON THE GEOLOGIC AND
GEOTECHNICAL ENGINEERING INVESTIGATION REPORT AND SUBMIT STRUCTURAL CALCULATIONS
AND SHOP DRAWINGS FOR REVIEW ANO APPROVAL.TANK CONTRACTOR SHALL FOLLOW THE SITE
GRADING PROCEDURES DESCRIBED IN THE GEOTECHNICAL REPORT.
2 CONTRACTOR SHALL REMOVE THE TREES,IXISTING UNDERGROUND UTILITIES,OLD TANK
CONCRETE FOUNDATION,EXISTING RETAINING WALL AND BUILD A NEW RETAINING WALL TO PREPARE
THE SITE FOR NEIN TANK CONSTRUCTION.
3 CONTRACTOR SHALL SCARIFY THE OVER-EXCAVATED SURFACES IMTHIN EXPOSED
SUBGRADES TO DEPTHS OF 6"TO 8'.THOROUGHLY MOISTURE CONDITION THE SCARIFIED
SURFACES TO A MIN.MOISTURE CONTENT OF 2%OVER OPTIMUM AND RE-COMPACT AS
SPECIFIED ABOVE.
4 TANK CONCRETE FOUNDATION SHALL BE MIN 2'BELOW THE LOWEST AOJACENT GROUND
SURFACE.DEPENDING ON THE FINAL GRADE ELEVATION,THE DEPTH OF THE FOUNDATION
RING MAY NEED TO BE DEEPENED TO BED ROCK OR FIRM NATIVE SOIL IN THE AREA OF
DOWNHILL SIDE.
5 RETAINING WALL SHALL BE PER STRUCTURAL DESIGN.ACTUAI.RETAINING WALL ALIGNMENT
AND/OR ELEVATION MAY BE ADJUSTED PER THE STRUCTURAL DESIGN.
8 CONTRACTOR SHAIL RETAIN BAGG GEOTECHNICAL ENGINEERS TO FIELD VERIFY ALL EXCAVATION,
BACIffILI AND COMPACTION WORK TO COMPLY WITH THE GEOTECHNICAL REPORT.
7 BEFORE PLACING ANY FILL MATERIAL ON EXISTING GRADE,CONTRACTOR SHALL REMOVE EXISTING
VEGETATIONS,ROOTS,ROCKS LARGER THAN 4',DEBRIS,AND EXPOSE GOOD SUBGRADE SOIIS AS
DETERMINED BY THE GEOTECHNICAL ENGINEER.
8 ALL FILL!BACKFILL UNDER THE TANK AND BEHIND THE RETAINING WALL SHALL BE COMPACTED TO 95%R.C.
W/NO MORE THAN 6"PER LIFf,PER THE GEOTECHNICAL REPORT.
9 FOR FENCE ON THE RETAINING WALL,CONTRACTOR SHALL ATTACH FENCE POLES TO THE RETAINING
WAiI STEEL PILES AND/OR CONCRETE LAGGINGS.
J
J
Q
3
L�
O�
roP oF wa�� +°z
ORIGINAL,GRADE Nw
_ _ - .. ftfV.995� ---- ___,_ _ ___ _-- 996
_ _; __ _-_ ;_ `- --- - EtEV.-993._ ._.__ � 994
_ _: -- -�._ _. _: g� , 992
' 11NAL SITE GRADE •
- --- - -i _-
_. ----
;.._._ ._.---� _____- - 990
, _--.
' � � 988
---- ---
} _ _ ---- _--�_----- _-;— ------1- _____ j------- � 986
--�-- -_ - -_..__ __-- --'-_----- �
, � � :_..-- --:_---- -------- --'- 984
, � �
_ , __..___ -' ---__ --- _...�_._-._- _�- -- -'-- --�--_�_..- ----��
I+50 2+00 p+p1.30Z
Roao NAME: Regnart Road, Cupertino, CA
�QRO S/p�,9
,��,Q`� �s �Fy
�' ��Z
W No.49084 m
� �y.9/30l14 �
��9rF�F CAUFa��\�
�13
BUDGET R-25(zo j�)R-�g(�13
fJ)J San Jose Water Company
AS-BUILT STAMP REGNART HE/GHTS STATION
TANK REPLACEMENT
TANK SECTION AND RETA/NING WALL PROFILE
REVISION
� .
AS SXOWN
SM: 192
DMG N0.
H2-170/
H3-165
__ - -. . __. ---- __--_�_ --- ____ -
__- -- - __ f�T --, cj,�-��
��� � ...�,_�� �..
� � . �
: ....._ ,..
. . . . ..�
2 .. , . _ ". . . �� ..
f
INSTALL 2 - 3'CONDUITS AND WIRES SEE SHEET RBCA� �ACC (IOOA,120/240V,I PHASE) — __�� _ TANK SHELL TANK SHELL
FROM THE PG&E BOX AT THE END dF _ — � ��
THE DRIVEWAY (PER PG&E DESIGM: ___--- �� STEEL COLLAR WELD S L COLLAR WEL
TO TANK AS REO'D
� TO TANK AS REO'D DESIGNEO BY TANK
110NE CONDUIT W/ PG&E POWER CABLES• � �'- � DESIGNED BY TANK CONTRACTOR
2)ONE CONDUIT W/ PULL WIRE FOR SPA�2E. CONTRACTOR
�, (TRENCHWG & CONDUITS BY GENERAL EASEMENT LINE — �� 1 8'OIA.INLET/OUTLET NOZZLE
CONTRACTOR CABLES BY PG&E. _-- E � WELD TO TANK SHELL •• 8'DIAMETER DRAIN NOZZLE
SEE NOTE I AELOW.) �����— P��E E�--- TYPPAVING �� � WELD TO TANK SHELL ••
��� ���E O PULLBOX � � �� -� _ TANK F�OOR �l — TANK F�OOR
i' E A 9.� I'POWER CONDUIT/CABLE FOR �
,i� E RO HOF ATCH& LADDER 9�p9 G� TANK LIGHT AND RECEPTACLES i w I �� TOP OF AC PAVING TOP OF AC PAVING L
i� E SEE DETAIL Z 3 �lF,�y \
� � `T� THREEf3)CONDUITS/WIRES: W ` I'POWER CONDUIT/CABLE FOR �
/ 4'CONN CPLG � 1)I'SIGNAL CONDUIT/WIRES FOR TANK LIGHT AND RECEPTACLES �
\ cY'k- `+"- 4 WLT• �TWO(2)CONDUITS/WIRES•
/ �G i"L`�:�''j' ���' SEE DETAIL �O 2>I-1/2'�CONDUIT WITH ANTENA '^ 1)I'S�GNAL CONDUIT/WIi2E5 FOR WLT; REINFORCED CONC.FOUNDATION
"p �/ � �`'`�- _-- 4 -o � REINFORCED CONC.FOUNDATION TO BE DESIGNED BY TANK
\ � // 9< < �'�-_~" F 3)I'SPARENC�ONDUIT W/ PULL I I 2)I'SPARE CONDUIT W/ PULL WIRE TO BE DESIGNED BY TANK CONTRACTOR CONTRACTOR
--.._,_ '- I'POWE CONDUIT/CABLE "p� w
\ X/ F F CUARDRAIL 10'EACH SIDE _�`M1 �-�_ _,�70 THE TANK LIGHT < WIRE. ' �\
� r�p OF LADDER,SEE DETAIL -- 'i;�S'`"�``'7� �y � I \\ ••LENGTH TO BE DESIGNED BY TANK CONTRACTOR
� /� q /�^� `� ✓�-� F E SEE SHEET 5 FOR PIPING CONNECT�ON DETAILS
/� ✓�� j?��/ 'p � TANK LIGHT �� '� �„`�- �� �S! N
\ o,o A141E-L. DE &-6ALE_,
// ��� �'AT 4 y`: ANDAPAD LOCK�DEVtG�-_�`�' �� 3'X 3'CONC.SLA ` \�
� q < • � PER OSHA REOUIREMENT ' Z.t��-. r`r�._, �
/ �"+y` � E ��`�G�' �nc DETAIL ANTI-CLIMB CHAIN LINK FENCE WITH BARBED � INLET/OUTLET NOZZLE �� DRAIN NOZZLE �
�� <y ��.-^,-� �� � `�' ���`" ,6 W ' SPECI�CATION SEE DETAR �W8 STD.CLF \ ( � \ / Z 1
� •• ���' � � � NO SCALE NO SCALE
�'� '� � �" `y �'^--;W � � WATER LEVE� TRANSDUCER �
`�.�' ANTENNA �h�'N-9 SPLICE BOX �� ' �ia�.�'�,� SEE DETAIL 8/5
S ON ROOF �4� SEE SHEET 8 N-9 SPLICE BOX � I'COUPLING FOR WLT,SEE DETAIL� \ TANK SHELL
,�� WATER LEVEL TRANSDUCER SEE SHEET 8 `�:� 4 TANK SHELL
�--�+SEE DETAIL 8/5 E � '� \ I'CORP STOP MUELLER �t0013
36'DIA.MANWAY,TYP. q\° �_.::r �r�"
5° !„�, P COUPLING FOR WLT I �'''�' _�+„�f-�� �'COUPLING FOR WATER TESTING, � I'COUPLING WELD TO TANK FOR WATER TESTING.
B'OVERFLOW PIPE/WEIR 52• : � SEE DETAIL 3/4. INSTALL WATER OUALITY SAMP�E q'COUPLING STD.
='!-�� � � TAP W/ ENCLOSURE PER SJWC'S
SEE DETAIL� 69•3� 1;,,_ SEE DETAIL 3 ,� k. / STANDARD ORAWING W-WOST. FOR WASHLIfJE +
6 'L 83.6° �\ti � � E �C�.` 8'INLET-OUTLET NOZZLE �\ TYP TOPNECTIONS
:� O . . h >.. I'COUPLING WELD TO TANK .
� �.-,
•� in a 95° �_�! I'COUPLING rOR WAiER TESTING. E- ..................... �- SEE DETAI � T A N K F L T Y P. T A N K F L O O R
� � OOR
� � SEE DETAIL 3/4. 36'OIA.MANWAY,TYP. � I'CORP STOP MUELLER •H-15025
_ h� �/36, "�✓r � FOR SENSING LINE TO WATER LEVEL
8'INLET-OUTLET OZZLE •'� \ TANK STAIRWAY o o TRANSDUCER,SEE DETAIL 8/5. �
• o
''�I'POWER CONDUIT/CAB�E t0 iD
12'DOUBLE SWING S E E D E T A I L � T O T H E T A N K U G H T \ i�, "'
FENCE GATE � � � REINFORCED CONC.FOUNDATION
\ 34•`'� \ TO BE DESIGNED BY TANK CONTRACTOR
TANK ROOF E \\ 42•5� \
' \ � •• SEE SHEET 5 FOR PIPINC CONNECTION DETAILS
sEE A�� 36'DIA.MANWAY,TYP. \ 1"COUPL/NG DETAIL 4"WASHL/NE CONNECT/ON DETA/L
,� 7 TIDEFLEX MIXING SYSTE 55.9° /� �'�
(TMS1 W�ET/OUTLET, � ( s ` ( 4 �
��� MANIFOLD AND PIPING, ��o'L
T A N K #I INSTALLATFONTDRAWINGS FLUSH CLEAN 0 T
' q I �\� TANK LIGHT � \� NOSCALE 4 NOSCALE 4
24'HIGH X 24'DIA. FOR DETAILS SEE DETAIL
8 TANK DRAIN NOZZLE (AVOID TANK COLUMNS> . 6 � STEEL GUARD RAILS PER
���� WEIDE� STEEL TANK �0- � EX.PG&E METER PANEL TO BE OSHA STANDARDS,PAINT
SEE DETAIL� '��N, 73 REMOVED AFTER NEW PC&E COLOR TO MATCH TANK
4 FLUSH CLEAN OUT � � SERVICE IS CONNECTED. � EXTERIOR
SEE DETAIL�4 4'CONN CP�G a�O BY ELECTRICAL CONTRACTOR.
�J SEE DETAIL g I I °
\ "'••..................... \\\ � :� m /p o
\\ h� 1 �
8'OVERFLOW PIP /WEIR I M
1 SEE DETAIL 3 a' PLATFORM.SEE i � 4'TOE BOARD
� � m
AC PAVING u: ROOF HATCH & LADDER �ETA�� 6 I
TYP. � TYP.SEEASHEEBASIN� SEE DETAIL � � i EASEMENT LINE GUARDRA/L DETA/L 4
5
1 ? FOR VARIABLt DEPTH. - ' NTS
I FEN OUBL�ETE WING a _ -- TANK ROOF VENT
EX.PROPERTY LINE
�� SEE DETAIL� �
� � �
�
.LO
F�'
_____ 8'TANK DRAIN NOZZLE T A N K #� ��MIM, I SER�ICE S�CONNECTEDABYEPG EW PG&E
----. Z �
� SEE DETAIL 24'HIGH X 40'DIA. � �
� � T FLEX MIXING SYSTEM WELDED STEEL TANK /
\ MS)WLET/OUTLET, r �
MANIFOLD AND PIPING,
� 36'DIA.MANWAY,TYP. SEE MANIJFACTURER'S AC PAVING �
\ FOR OETAI�$ DRAWINGS TYP.
\ (AVOID TANK COLUMNS) � � �
\ \����� s �/ AFTERANEWRPG&EESERVICE&IS CONNECT�ED BY PG&EW�RES
\
` � NOTES
.
� ,
� � 1 TANK CONTRACTOR SHALL PROVIDE HANGERS ON TANK ROOF FOR FUTURE SACRIFICIAL
� / ANODE CORROS�ON PROTECTION SYSTEM.TANK CONTRACTOR SHALL DESIGN FOR EASY
� �•', /
••.. ,.•••" INSTALLATION OF THE ANODE SUSPENSION SYSTEM.
ELECTRI CAL WORK \ � 2 TANK CONTRACTOR SHALL DESIGN AND BUILD TANK EXTERIOR STAIRWAY AND LADDER
.............
� ..........................
� W/CAGE PER OSHA STANDARDS.PAINT TO MATCH TANK EXTERIOR COLOR.
/
� 3 TANK CONTRACTOR SHALL DESIGN AND BUILD BOTH TANK INTERIOR LADDERS PER OSHA.
\ / 4 TANK CONTRACTOR SHALL DESIGN AND BUILD ROOF VENTS FOR BOTH TANKS TO HANDLE
1.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND CONDUIT INSTALLATION FROM DRIVEWAV TO THE TANK SITE � � A MAX.FLOW OF,lO�_GPM.TANK CONTRACTOR SHALL DETERMINE THE NUMBER AND
PER PGBE DESIGN.PG&E SHALL BE RESPONSIBLE FOR ROUTING POWER CABLES. �� �� SIZE OF THE VENTS FOR EACH TANK
5 TANK CONTRACTOR SHALL CONTRACT V1ATH RED VALVE COMPANY,INC.
2.ELECTRICAL CONTRACTOR SHALL INSTALI NE1N MCC AS SHOWN ON THE DRAWING,AND RELOCATE EX.SJWC'S RTU AND ALARM �� � � (CONTACT:CHRIS MITCHELL,PHONE:412-279-0044 EXT.202)FOR INSTALLATION OF THE
PANELS TO THE NEW MCC. \ AYPPAVING � EASEMENT LINE TIDEFLEX MIXING SYSTEM.
� � 6 TANK LAYOUT ORIENTATION ANGLES ARE MEASURED FROM THE DATUM LINE.
3.THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL OTHER REQUIRED ELECTRICAL CONDUITS,WIRES,J-BOXES,LIGHTS, � 1
\ /
SWITCHES,OUTLETS,ETC.COORDINATE WITH SJWC'S ELECTRICAL DEPARTMENT FOR ACTUAL LOCATIONS OF INSTALLATION. BUDGET R-25(2A i'L.) R-�8(,?�'13i
SJWC'S ELECTRICAL DEPARTMENT WILL COMPLETE FINAL CONNECTIONS.GENERAL CONTRACTOR SHALL TRENCH FOR INSTAILING \\ //
THE RE�UIRED CONDUITS. �� /
�� �� j�)) San Jose Water Company
�
4.ELECTRICAL CONTRACTOR SHALL RELOCATE/INSTALL THE EXISTING RADIO ANTENNA AND ASSOCIATED CONDUITS/CABLES �� �� AS-BU/LT STAMP REGNART HE/GHTS STAT/ON
PER SJWC'S DIRECTION.
`�'———___ — ��� TANK REPLACEMENT
5.PG&E WILL DEMO AND REMOVE All EXISIING PGBE POWER POLES,METER AND OVERHEAD WIRES AFTER THE NEW PG&E �oQROF ESS/pN9l TANK LAYOUT AND DETAILS,ELECTRICAL WORK
SERVICE IS CONNECTED. Q TM�qg F`
TANK LAYOUT PLAN y ��� �y�y OPERATI ,0.6`'�'3,
/ w N0.49084 m er REF.NOS.
� �p.9/30I14 A HFO 03/OS/13 v�r� rE �/3 SM• 192
/ SCALE:1"=4' * l� c�c�i D�7E �
0 4' 8' 12' ��q CIV1� \� cHCCa i o�re 7�3 owc.ra.
T �� EC Of E GNIEERNG/D�TE H Z—�%O I
F�FCAUF� � sc.�e H3-165
/ 6��3 N0.BY DATE REVISION CI( p�TE AS SNOkH P IOENT 0 ENG ERNG/OdTE SIIEET Q OF�0
San Jose Water Co. Roao rvnME: Regnart Road, Cupertino, CA
8'SOLID SLV,
DIMJ W/ EX.8'PVC,TO REMAIN
MEGALUGS
-----'CVR. � EX.B'PVC PIPE TO THE �\�/ �/ � \�
USE EBBA SERIES \ � EX.TANK, REMOVED
2008 PV MEGALUGS � _ ———— �
ON PVC PIPE � ����� _ ��\
\ o �_��� ���
� TREE R00T 810-BARRIER FABRIC � — '� \\
\ \ ALONG THE TRENCH, — --���_��—��
IS LF FROM THE WALL. \
'y � \
M��. � i��__ \
/ �
� eA\N, y � /� �\
� 8'DICL PIPE /� g•q5° ELBOW.DI.MJ \
B• � 8'ADAPTER,MJ X FLG �
A � �
' c� � /� 8'DICL PIPE 8'WYE,FLG
0
"�q2 �\ //� ��8'GATE VALVE,MJ X FLG
� 8'DICL PIPE �
H'GATE VALVE,MJ X FLG
� / B'X4'REDUCER,DI.FLG
� 4'GATE VALVE,
6'ADAPTER, / '! MJ X FLG
MJ X FLG
/._ .
INV.ELEV.AT \\\\
APPROX.981' �
8'TEE, pU�1PER CONNECTION,
DI.F�G SEE OETAIL 5/5.
"X 3'X 3'OEPTH CATCH
IASIN W/ H-20 LOAD GALV. 4'DICL q•gp=
;TEEL GRATE.RIM E�EV. PIPE ELBOW
�T FINISHED GRADE. � I,MJ
� �
2'X 3'X 3'DEPTH CATCH \
BASIN W/ GALV.STEEL
GRATE,H-20 �OAD.RIM
ELEV.AT FINISHED GRADE � '
�
\ ' -_
\
. /
/d.
L
n
o,p
9�
F
INV.E:.EV.AT
APPROX.984.5'
i
i
_. APPROXV AT�
�c �984.0' Q�P
NOTE:
AL� DRAIN PIPE INVERT AT CATCH BASIN
SHALL BE FLUSH TO THE BOTTOM OF
THE CATCH BASIN,TYP.
8'TANK DRAIN NOZZLE,SEE OETAIL 2/4 \
8'BUTTERFLY VALVE.FLG
8'90° E�BOW,DI,FLG BARE)PAINT
TOP OF FINAL GRADE�
CONC.CATCH BASIN W/ CI GRATE
PIPE AT PEN�TRATIONAROUND
8'GATE VALVE,MJ X FLG
8'DICL PIPE
8'TEE.DI,MJ X FLG-
8'GATE VALVE.
DI,MJ X FLG
TEMPORARY B'PIPING.Sf_E SECTION 8/5.
REMOVE AFTER TANK "IIS COMPLETED
AND IN SERVICE.
�B'DICL PIPE
8'11.25° ELBOW,DI,MJ
8'DICL PIPE
. TYP.SEE�DETAILCIjSTOP
0
�
�
�
�
�
�
�
�
�
�
�
�
y \/ h 8'BUTTERFLY VALVE.FLG X FLG \
•... ` TYP. �
.................... �
.. \
�
�
2'X 3'X 3'DEPTH
CATCH BASIN WITH �
GALV.STEEI GRATE EX.TEE AND GATE VALVE
H-20 LOAD. \ ON TANK WLET/OUT,FLG
RIM ELEV @ 987.5' \
\ 8'C-900 PVC PIPE(TEMP> EX.TANK
SHELL
INV.ELEV.AT 8'90°EL.PVC,FLG(TEMP)
APPROX.984.7' O
8
F�Q�- 5
�(�p��/ DIMJ�LW�/EBBA SERIESP)
�L 200g PV MEGALt1G5 8'C-900 PVC PIPE (TEMPI
0 e TO NEW PIPING
�
�� EX.B'PVC, NEW 8'GATE VALVE B'90°EL.PVC.FLG (TEMPI
• TO BE pl,MJ X FLC CAP
REMOVED END AFTER REMOVING 8'SPACER,PVC (TEMP)
8'PVC DRAIN ALL TEMP PIPES. 8'C-900 PVC PIPE ITEMP>
PIPE
NOTE:
� CUT AND FIT ALL TEMPORARY PIPES.REMOVE AI.L TEMPORARY
PIPING UPON COMPLETION OF TANK "ICONSTRUCTION.
� " 2'X 3'X 3'DEPTH � _ __ SECTION g
/ CATCH BASIN WITH INV.ELEV.AT
/ GALV.STEEL GRATE qPPROX.984.7' NTS 5
/ H-20 lOAD.
/ RIM ELEV.R 987.5'
2'X 3'X 3.5'DEPTH CATCH BASIN
W/ H-20 LOAD GALV.STEEL GRATE
RIM ELEV.� 987.5'
TANK SHELL 2'X 3'X 3'DEPTH
CATCH BASIN WITH
GA�V.STEEL GRATE
-i� _-----� H-20 LOAD.
�ANK FLOOR ;�\ \ RIM ELEV.� 98i.5'
�
\�. \\
CONC.FOUNDATION
DRAIN P/PING DETAlL �
NTS 5
4'X 6'NIPPLE,STD.GALV. TANK SHELL
4'FLANGE,C.I.THREADED q•COUPLING WELDED TO TANK SHELL
4'MALE IPT X 4'MA E NST
POWHATAN •14-146 0� E�UAL
4'NST CAP HOSE W/ CHAIN
POWHATAN •17-126 OR E�UAL
4'BUTTERfLY VALVE FLG. TYP. w �
HANOWHEEL OPERATEb l TANK fL00R � P
TANK CONCRETE FOUNDATION
WASH LINE CONNECT/ON DETAIL �
NTS 5
9'DIA,FOR 8'90° ELBOW
PIPE SADDLE.•48 ELCEN
TWO (2)4'X 6'NIPPLE,SCH.40 q•CPLG.STD.GALV.
(CUT TO FIT IF RE�'D)
4"THREADED FLOOR,FLG,STD.GALV.
P/PE SUPPORT DETAIL �
NTS 5
4'NST CAP W/ CHAIN,
POWHATAN '17-126 OR EOUAL
INSTALL TIE-DOWN PLATE TO VAULT q•MAL�IPT X MALE NST,
H-20 LOAD POWHA AN •14-146 OR EOUAL
4'NIPPLE.CLOSE.STO.CALV. 4'COUPLING,STD.GALV.
4'NIPP�E.CLOSE.STD.GALV.
4'COMPANION FLG.
4'ADAPTER,FLG X MJ
3'X 3'X 3'DEEP CONC.BOX
Z
� 4'90° ELBOW,DI,MJ
N 4'DICL PIPE
4'DICL PIPE
4'90° ELBOW,DI,MJ
PUMPER CONNECT/ON DETAIL �
NTS 5
San Jose Water Co.
P/PING PLAN
SCALE:1"=4'
0 4' 8' 12'
q NOTE:ALL ABOVE GROUND PIPING SHALL BE PAINTED
PER SJWC SPECIfICAT10NS.EXCEPT FLEX-TEND.
5
8'FLEXTEND FLG X FLG, oo Nor PAINT FLE%-TENO
DOUBLE BALL JOINTS
EBAA MODEL 408F21
55"�AYING�ENGTH
I'-6'
8'90° ELBOW,DI,FLC (BARE1 PAINT �� � •4 REBAR
f
w Q qa FZi REINFORCED CONCRETE BACKSTOP
�'' � TOP OF fINAL GRApE
N
PIPE SUPPORT. ;D Z
SEE DETAIL 4/5
8'BUTTERFLY VALVE.FLG X F�G 3 M�
TYP.
8'90° ELBOW.DI.FLG (BARE)PAINT
8'X 4'(CUT TO FIT)DICL SPACER PIPE,FOE X POE
WRAP WITH 2 LAYERS OF PROTECT-0 WRAP
� B'90° ELBOW,DI,MJ,W/ MEGALUG 2�-p•
SO
INLET-OUTLET P/P/NG DETA/L �
NTS 5
�
�
�
�
�
�
�
�
�\
�
�
�
�
�
�
�
�
�
�
�
�
�
/�
. �IY?~�E�7J"l�
� . , :� ~��+. . `...:
���
3'MIN.AC PAVING �. � . . . _1; ',.�.s . . _ .. ,_ .
�. " .
<,,.-�.�. ��.,.���. . . f.'; t . .., . .. . � ..
6'MIN.CLA55 II AB
ROCK LAYER,COMPACT
TO 95% R.C.
c'o. ',D
i C�ASS IIIAB ROCK OR APPROVEO
� NATIVE MATERIAL � 95% R.C.
""' MARKER TAPE (WATER-RESTRAINEO JOWTS>•
COPPER TRACER WIRE •
�� TRENCH �
�I WIDTH
'D'PLUS 6'MIN.
CENTER PIPF IN TRENCH
NOTE:
BACKFILL SHALI BE COMP'�ETED BY MECHANICAL TAMPING IN 0.75'
(MAX.)�IFTS.TRENCH BACKFILL TO BE COMPACTED TO 95% R.C.
• SEE SJWC STANDARD DRAWING MAIN-RPM FOR RESTRAINED PIPE
MARKING AND TRACER WIR- INSTALLATION
TYP. TRENCH BACKF/LL DETA/L �
MTS 5
Roao N�,nnE: Regnart Road, Cupertino, CA
Q� SI p,v9l
y ���y�%
2
w 'No.490&{ m
* �.9/30H4 �
��9TF�F CAIIF���\P
¢�r3
6'WLET-Ol1TLET NOZZLE
SEE DETAIL I/4
TANK SHELL g�g�TTERFLY VALVE.FLG
8'90° ELBOW,Di,FLG (BAREI PAINT
TANK FLOOR� - — PIPE SUPPORT,SEE DETAIL 4/5
�j, �TOP OF FINAL GRADE
�12'X I2'CONCRETE BLOCK
TANK CONCRETE FOUNDATION
SECT/ON A
NTS 5
12'X 12'X 6'S.S.BOX W/
HATCH LOCK,MOUNT ON
GALV.STEE� POST ON
TANK CONCRETE RING.
WATER LEVEL TRANSMITTER GFIRECEPTACL�
ROSEMOUNT MODEL 2088 WIYH �WEATHER PR00
4-20 mo ANALOG SIGNAL OUTPUT MOUNTED ON BOX
& SST MOUNTING BRACKET
WATER LEVEL 0-40 FEET•
2086-G-I-S-22-A-I-O-MS-�4-KB-�4
FURNISHED AND INSTALLED �
BY GENERAL CONTRACTOR
O O �
0
MOUNT ON BOX o
O O I�
TANK FLOOR�
I/2'FLARE NUT,BRASS��
I/2'COPPER TUBING,
I/2'UNION,CU X MPT,BRASS TO TANK SENSING LINE
CONNECTION
I/2'LEVER HANOLE SERVICE STOP,FPT BRASS
SIGNAL CABLE,TO PLC 1 �TO�CIRCUITQBREA�ERR CABIE
WATER LEVEL TRANSDUCER DETA/L �
NTS `'
BUDGET R-25(2o I z)/R-18(2�13,
j,�� San Jose Water Company
A&BU/LT STAMP REGNART HEIGHTS STATION
TANK REPLACEMENT
PIPING AND DRAINAGE PLANS AND DETAILS
GfT1F�II79
HFD OS/30/13
�
RE�.NOS.
SM: 192
owc.ra.
H2-170/
H3-165
�NfET S OF��
8'
4'-0'
INTERIOR LAODER
ACCESS HATCH
SEE DETAIL ��
�� �
�
� !
TANK PLATFORM PER TANK
�I �CONTRACTOR'S DESIGN
� �NON-SLIP SURFACE F�OOR
�
TANK LIGHT m
SEE DETAIL I/B
Di�' ���3"t�
, _. ". �` ' _ . �`. �'� • .. ' . .:tr
,?I✓
TANK SHELL� ' , �.�,�v'.:•..-
�HANDRAIL � .
. . -; - �-" ..�•.rKr-w
�,. ; .:� _�.:... �-,�.�. .:,:
DO NOT ATTACH STAIRWAY ' � -- i"`?;"„'±
TO TANK SHELL � , .�� ^ ',.' , . ,. �:t:.
PLATFORM&HANDRA/L PLAN
NO SCALE
8'-6'
WI�THB TWO U(2)E50 LWATT FBULBSE
5'-6'
LIGHT STANCHION
SEE DETAIL I/8
io
i�1
PEREOSHANRE�UIREM�NTD PLATFORM,
TANK SHELL & ROOF PERIOSHA STANDARDSHAND RAI�,
HANDRAIL 8 UGHT SECTION �
SCALE:1"=4' 6
STD. PLATFORM & HANDRAIL DETAIL ,
�
6
SCALE:1"=4'
TANK SHELL
CONC.FOUNDAT
PER TANK CON
DESIGN
TANK SHEL
I CONC.FOUNDATION RING
STAIRWAY DESIGN PER OSHA STANDARDS
3'X 3'CONC.PAD,6'THICK
. ::' � �
r--� --r--�
i i i �
i i � t
L__J_ _L__J
�3'CLR.TYP.
"4 REBAR @ 12'EA.WAY
OR PER TANK CONTRACTOR'S
DESIGN
CONC.SLAB PLAN
NTS
SECTION B
NTS 8
JC.PAD,6'THICK
ED GRADE
STD. CONC. STA/RWAY LAND/NG DETAIL 2
�
NO SCALE 6
ATTACH 2'X 2'X
TO TOP OF STEI
WELDING PLATE
8'STANDARD STEEL PIPE
MIN.3/16'THICKNESS
PIPE BRACING AS REOUIRED
PLACE "16 MESH STAINLESS STEEL WIRE SCREEN�
& •4 MESH I6 GA.WELD WIRE,GALV.
SCREEN(OUTSIDE),IN BETWEEN FLANGES
8'FLANGE
�
CATCH BASIN
2'-0'
WITH CI GRA�E EP CONC. ��
TANK FLOOR
fINISHED GRADE .z
��
�
,�
I
I
CONC.RING FOUNDATION
i
B'DRAtN PIPE 2•_p•
AROPENETRATION IPE
TANK OVERFLOW P/PING SECTION ���
NTS 6
4'-0'
I �
io
N
E
6
OVERFLOW WE/R SECTION �
NTS 6
San Jose Water Co.
� IZ• �
SECTION E
NTS 6
OVERFLOW WE/R AND P/P1NG DETAIL 3
_ n
NO SCALE
Roao N�ME: Regnart Road, Cupertino, CA
r��
WELDING PLATE
TO TANK SHELL
LONG NECK�
BOLTS AND NUTS F
B
FLANGE AND COVER PLATE '�/
WITH GASKET BOLTS AND NUTS i \��
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i �
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�_________________J
TANK CONC.FOUNDATION RING
SECTION F COVER PLATE AND BOLTING FLANGE i
NTS 6 NTS
z
�
TOP OF N�
FINISHED� -
GRADE
OR CB
WITH GASKET BOLTS AND NUTS
FLUSH CLEAN OUT PLAN
NTS
TANK SHELL
'—WELDING PLATE
FLANGE AND COVER PLATE
�WITH GASKET BOLTS AND NUTS
�
BOTTOM
FLUSH CLEAN OUT FRONT VIEW
NTS
TANK SHELL
NOTES
1 TANK CONTRACTOR SHALL DESIGN AND CALCUTATE THE FLUSH CLEAN OUT AND DETERMINE ITS SIZE,ETC.
2 INSERT AND DOUBLER SHALL BE ROLLED TO TANK I.R.
3 TACK WELD NUTS AT BOTTOM EDGE OF FLANGE.
4 FLUSH CLENN OUT SHALL BE THERMALLY STRESS RELIEVED PER API�50 AFTER FABRICATION.
FLUSH CLE�4N OUT DETAIL ,
6
NO SCALE
BUDGET R-25(zo t 2)/R-18(20�3
j�)� San Jose Water Company
AS-BUILT STAMP REGNART HE/GHTS STAT/ON
TANK REPLACEMENT
��QPOF E /pN9l TANK STANDARD DETAlLS
.�`�Q �� Fy� .�7/�
� � y� orert. s i Te �
w� No.49084 mA eY HFD 06/26/12 -�3 SM� �1 9z
y E�_JI.3OI�4 � PL NNWG �T '
T LNECK/��TE
J+ � owt.r+o.
�9,, CIV�L ��� CNECK�O�iE REC70R Oi ENGNEER G/DATE HZ—�7O�
FOFCAUE�� (fl,� SCALE H3-165
N0.Br DATE NEVKION �K O�TE �S SNOWN p bEH7 NG�NEERi / A SNEET C 0:1 O
PLAN
NTS
NO TES
1 DESIGN VENTS WITH ADEQUATE HOOD AREA TO PREVENT RAIN WATER FROM ENTERING
THE TANK FROM ANGLED DIRECTIONS.
2 USE#4 MESH 16 GA WELD WIRE S.S.SCREEN W!INTERIOR#18 MESH S.S.VNRE SCREEN.
3 NUMBER AND DIMENSIONS OF VENTS TO BE DETERMINED BY THE TANK CONTRACTOR.
4 ANTICIPATED TANK INFLOW 8 OUTFLOW:IO.om GPM.
SHALLOW DISHED HOOD
.f�=--
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ELEVATION
NTS
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SCREEN RETAIN/NG FRAME �
NTS �
ROOF VENT DETAILS ,
7
NO SCALE
:
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PROVIDE HANDLE
FOR LATCH
��
3n°
PLAN
NTS
BRAZE BRASS PIN TO HINGE
AT 4FAD OF PIN
SEE L�ETAIL
�7
ELEVAT/ON
NTS
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I
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M
�
5/8'WASHER � � "'
HEAVY OUTY
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9/16' ��
BRAZE TO BRASS PIN
(CON'T)
P/N(BRASS) 6
NTS �
DER
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HINGE PLAN
NTS
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5/8'S7D.PIPE
� I/4'PLATE
2� 2-�,2�
HlNGE SECTION �
NTS �
HATCH DETAIL 2
NO SCALE �
r�_ _i f1__.1 /�. ...1'..... /�/1
JClII JUJC VVQICI lrV. KUHU IVhMt: RGl�I1Q1 L f�VGU� vuf.lc�l���v� vn
'SAF-T-CLIMB'S4'REMOVABLE EXTENSION�I
��
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TANK PLATFORM� II
TANK SHELL
ACCESS HATCH,SEE DETAIL �
7
�-TANK ROOF
METAL BRACE GALV.
ATTACH TO S�TEEL TANK
-'SAF-T-CLIMB'SAFETY RAIL.GALV.
BY NORTH SAFETY
STEEL LADDER,GALV.
TANK FLOOR
INTER/OR LADDER DETAIL ,
n
�
NO SCALE
DAVIT ARM
�---------- -
GA K /4' IA.
�� % RUBBER
DAVIT�
STRUCTURAL TUBINC GASKET RETAINER
3'x2'x3/16' gAR I'x 3/16'
Y
N V COVER
� Z
0 � - ����__�_-_
� o SEE�
DETAIL
� BELOW 2�,'1�/2
/ `l2
�
0
DRILL%6' �,�-
DIA.HOLE
I'HEX.NUT 8.
C �W/ WASHER
� TANK SHELL gOTTO�A
PLATE
--� '� ------
74
MANWAY H/NGE SECTION �
NTS NTS �
NOTES
1 MANWAY SHALL BE TO MANUFACTURE'S STANDARDS,EXCEPT NO WIRES AND CABLES ARE TO BE USED IN THE HINGE MECHANISM.
MANWAY DETAIL 4
NO SCALE �
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TANK STAIRWAY W/HANDRAIL
LIGHT TIMER,2HR,
WEATHERPROOF
BY ELECTRICAL z z-z z
CONTRACTOR I
I
I
CONC.PAD
DOUBIE BULLET LIGHT FIXTURE OOUBLE BULLET LIGHT F�XTURE
W/2 I50 WATT INCANDESCENT BULBS W/2�50 WATT INCANDESCENT BULBS 3'MIN.AC PAVING
BY ELECT CONTRACTOR BY ELECT CONTRACTOR
ANTENNA,INSTALL PER 6'CLASS II AG ROCK BASE,
�-SJWC'S DIRECTION COMPACT TO 95%
STANCHION STANCHION WARNING LABEL TAPE
6'0' 6"�' I °�� 'b� SAND FILL.COMPACT TO 95%
TANK ROOF I TANK ROOF � SIGNAL CONDUIT,TYP.
P
N POWER CONDUIT PER
_S_ ELECTRICAL CODE
PLATFOR�A PLATFORM I'METAL CONDUIT ATTACH TO � �,.'
�ADDER AS SHOWN �•b.'
w BY ELECT CONTRA�TOR
I•METAL CONDUIT ATTACH TO I'CONDUIT AND CABLE.
HANDRAIL AS SHOWN TO ANTENNA N���/
BY ELEC7 CONTRACfOR LIGHT TIMER,2HR. I I P.ELECT. TRENCH DETAIL
WEATHERPROOF ELECTRICAL MCC,
BY EIECTRICAL BY ELECTRICAL NTS
�ANTI-CLIMB FENCE SEE DETAIL BELOW CONTRACTOR CONTRACTOR
TANK LADDER W/ CAGE WATER LEVEL TRANSMITTER,SEE DETAIL B/5.
��
WATER LEVEL TRANSMITTER,SEE DETAIL B/5. �SPARE WITH PULL WIRE.STUB-UP
% SPARE WITH PULL WIRE,STUB-UP W
SIGNA�CONDUITS/CABLES
3 -I',SEE SHEET 4.
BY ELECTRICAL CONTRACTOR
-S- -S- - -S- - -5-
E E -��-- E E
E E E E E -��-- E E E E -��-- E E
- -S- � - - - - - - - - - - - -
-S- -5- -5- -S- -S- -S- -S- S- -5- -S-
N-9 SPLICE ELEC.BOX N-9 SPLICE ELEC.BOX � I'CONDUIT,120V AC, "�
BY ELEC? CON?RACTOR BY ELECT CONTRACTOR
BY ELECT CONTRACTOR,
TANK L/GHT ELECTRICAL WIR/NG DETA/LS SIGNAL CONDUITS/CABLES SEE SHEET 4
2 -I',SEE SHEET 4.
�� BY ELECTRICAL CONTRACTOR 3'CONDUIT AND POWER CABLE
8 FROM PG&E PULLBOX,BY PG&�
NTS E
f`i
NOTES FENCE ELEVATION VIEW
1 ALL FENCING MATERIALS SHALL BE PER SJWC NTS
SPECIFICATION SHTS.CLF-1 THROUGH CLF�.
San .In�P Water Co
:H SUITABLE
OR LOCKING
TH PADLOCK
SEE FENCE
POLE DETAIL
ILS 2
-�
NEW SU8-BREAKER -12 CIRCUIT
I.TANK °I LIGHT -20 A
2.TANK "2 LIGHT - 20 A
3.RECEPTACLE H TANK •I WLT -20A
4.RECEPTACLE � TANK •2 WLT -20A
5.MCC LIGHT & RECEPTACIE -20 A
6.SPARE
7.SPARE
8.SPARE
DUPLEX RECEPTACLE W/GFI
MAIN BREAKER,240V/IOOA
NEW PANEL,120/240V-IOOA---��
FOR PG&E•METER•SERVICE
AND ELECTRICAL E�UIPMtNT
PG&E METER EX.ALARM PANEL
AND NEW RADIO
(SUPPLIED BY SJW(
-- -•e 1
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'4 REBAR 4 12'O.C.EACH WAY.
�5.-8'(L)X 2'-2'(WI CONCRETE SLAB
6 THICK,3000 PSI� 28 DAYS
GENERAL CONTRACTOR TO VERIFY
SIZE WITH THE ELEC7RICAL
CONTRACTOR
�FINISHED GRADE
M
6'THICK CLASS II AGGREGATE ROCK BASE
COMPACT TO 95% R.C.
NOTES
1.ELECTRICAI CONTRACTOR SHALL FURNISH AND INSTALL THE ELECTRICAL MCC,MAIN BREAKER,
SUB-BREAKER PANEL,AND APPURTENANT EQUIPMENT,CONDUITS AND CABLES.SJWC WILL SUPPLY
RADIO,ANTENNA AND CABLE FOR THE ELECTRICAL CONTRACTOR TO INSTALL.
2.GENERAL CONTRACTOR SHALL VERIFY THE FINAL DIMENSION OF THE ELECTRICAL MCC AND INSTALL
THE CONCRETE SLAB WITH THE RIGHT SIZE FOR THE ELECTRICAL CONTRACTOR TO INSTALL THE MCC.
Roao rv.4ME� Reonart Road, Cupertino, CA
ELECTR/CAL MCC DETA/L 3
6
NO SCALE
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TREE REMOVAL AND REPLAC�MENT PLAN
SCALE:1/8'=1'
0 8' 16' 24'
San Jose Water Co.
-.�:
RoAO rvA�nE: Regnart Road, Cupertino, CA
TREE REMOVAL AND REPLACEMENT LIST
EX.TREE EX.SPECIES DIA.AT 4.5' REPLACEMENT NUM.OF TREES REPLACEMENT ALTERNATE
NUMBER ABOVE GRADE TREE SIZE TO BE PLANTEO TREE SPECIES REPLACEMENT SPECIES
T-Oi(E) INTERIOR LIVE OAK 8-IIIN 24 IN BOX I INTERIOR LIVE OAK COAST LIVE OAK
OUERCUS WISLIZENI MULTI-STEM OUERCUS WISLIZENI OUERCUS AGRIFOLIA
T-02(El PINE PINUS SP. 5 IN 24 IN BOX I DEDAR CEp AR CANARY ISLAND
CEDRUS DEODARA PINE PINUS CANARIENSIS
T-03(E) PINE PINUS SP. 17 IN 24 IN BOX 2 DEDAR CEDAR CANARY ISLAND
CEDRUS DEODARA PINE PINUS CANARIENSIS
T-04(E) PiNE PINUS SP. IS IN 24 IN BOX 2 DEDAR CEDAR CANARY ISLAND
CEDRUS DEODARA PINE PINUS CANARIENSIS
T-OS(E) PINE PINUS SP. IS W 24 IN BOX 2 DEDAR CEDAR CANARY ISLAND
CEORUS DEODARA PINE PINUS CANARIENSIS
T-06(EI PINE PINUS SP. �6 IN 24 IN BOX 2 DEDAR CEDAR CANARY ISLANO
CEDRUS DEODARA PINE PINUS CANARIENSIS
T-07(E) PINE PINUS SP. 7-12 M 24 IN BOX I DEDAR CEDAR CANARY ISLAND
MULTI-STEM CEDRUS DEODARA PINE PINUS CANARIENSIS
T-08(El PINE PINUS SP. 16 IN 24 IN BOX 2 DEDAR CEDAR CANARY ISLAND
CEDRt1S DEODARA PINE PINUS CANARIENSIS
T-09(E) INTERIOR LIVE OAK 28 IN 36 IN 80X I INTERIOR LIVE OAK COAST LIVE OAK
OUERCl1S WISLIZENI �UERCUS WISLIZENI OUERCUS ACRIFOLIA
T-10(El PINE PINUS SP. I7 IN 24 IN BOX 2 DEDAR CEDAR CANARY ISLAND
CEDRUS�EODARA PINE PINUS CANARIENSIS
NOTES:
1. T-01(El TO T-10(E) SHALL BE REMOVED AND REPLACED WITH 14 CEDAR OR PINE TREES
AND 2 COAST OR INTERIOR LIVE OAK TREES. CONTRACTOR SHALL PLANT THE REPLACEMENT
TREES AS SPECIFIED IN THE TREE REMOVAL MIT[GATION PLAN PREPARED BY RICHARD GESSNER.
2. CONTRACTOR SHALL DESIGN AND BUILD IRRIGAT[ON SYSTEM FOR THE NEW PLANTED TREES
AS SPECIFIED [N 1HE TREE REMOVAL MITIGATION PLAN.
3. FINAL INSPECTION WILL BE CONDUCTED BY SJWC AND/OR THE ARBORIST AS SPECIFIED
IN THE TREE REMOVAI_ MITIGATION PLAN
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Q��Q�OF ESSlpN9lF
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W No.49084 m
* �,9/30/14 �
��9TF�F CAl1F���\P
6�sl„
AS-SUILT STAMP
1:717FT�1
BUDGET R-25(2o►2)/R-�8(z�
j�J) San Jose Water Company
REGNART HE/GHTS STAT/ON
TANK REPLACEMENT
TREE REMOVAL AND REPLACEMENT PLAN
OPER�T /0 T �//�
HFO 03/OS/13 REF.lqS.
G-�/3 SM: 192
_cK i oaTE PLRNlNNG �re
G /3 owa.No.
:[N/D�TE qp(�TOR 0 ENC ERW /D�TE HZ—�7O�
�E H3-165
AS SHOMN yK NT Oi ENGWEER G/ �TE SMEET �]OF'I(
GENERAL PROVISIONS
Of itle
SPECIFICATIONS�!4670
GENERAL
1.00 DFSCRIPTION
1Le worlc wvered by these speci5caaons shall consist of:
Remaving existing 140,000 gallon bot[ed steel tadc and appurtenances;Site preparation including trx removal, .
�rading,ietaining wall mstallation:new tanlc M i(52,000 gallon�tank 82(147.000 gallon)and NeQ foundation
���.P�P�&��eBe rystem installaaon;new PG&E service,new MCC,tank IigJtts,eeacing lines;paving
ecid ury other rclatod waks ai Reg�w�t Heigbts Station m the Ciry of C�peitino,CA.
2.00 SPECIAL CONDTTIONS
Upon award of the conhact,San)ose Water Comparry will prepare and execute a d�eplicue wpy of the consWction
egamrnt,and will fwward it to the suausful bidder for his records. . -
'lbe Contraetor should note that cMain special co�ditions not covaed eLuwherc ia these spec�cazioas are herein
rn�erated. 'I1�e following lis[ing does na puryort to be complete. No extra compensation will be giveu the
Contracta fm these so listed,or thou undastood but not emimerate�unlas specificalty covered elxwhere in these '
specificatiom.
201 Nithiu 10 worlcing days aRer tl�e mainslfacilitiu ere put in service,the contractor shall illushate all Cteld .
changes sndla consolidate its wbcontractor's As-Builb onto a finalized AsBuilt dnwing(s}Showing sius,types, .
end distmca of fiGings and appurtenances,etc.per SJWC's As-Built Guidelmu,t6e finaliud drawing shall be
submitted to San]ou Water Company Consavction Department for approval. My finaliud As-Buih drawings
deemed incanplete by SJWC Engiueering/Construaion Depaetnrnt shall bc ravised and rotumed to the SJWC
Conshuaion DeparLnrnt within 5 worling days after the coaaactor received t6e update nquest... �-
2.02 If excevation is ovtt 5'deep,rofa W Section 34l of the Califomia Administrative Code,Tftle 8,Part L� � .
SuccessCul Contractor shsll apply for peanit from,aod pay requircd fm to,Division of Industrial Safety,888 NoRh �
First Street,San lose,Califweia 95 t 12.
2.03'It�e Contrnctor shall include in the bid price the cost tn condi[ion water to be discharged to pu6lic storm dreins �
a surface watas ot sanitary sewer tollection system. TLis discharge mus[meet all local jurisdicrional
requirements.These requirements shall not be limited tn Califomia Stau Fish end Game Code,RWQCB w NPDES
permit fa Sao F[socisco Bay."R�ese roquitemmtc also prohibit the dumping of dict and other debris inw public
atorm drains a�urface wates.Also,they include the aeutralivng of chlorine residual in water pria W dumping .
into storm drain or surface waurs.
20d A perfotmana bond md a peymau bond arc required.The price for the bonds shall be included with the
rapective bid imms.
205 Prior to bacicfilling trenches fa water pipeline or appurtenance iastallation.the Contractor shall documert on
raord dnwmgs and photograph the wndition of Ne existmg mcposed pipe.The Contractor she11 use a 35mm or
digital(6 megapixel a grcata)camera with electrouic dau imprmting capabiliry.In addition,the picwres must
ahow ffie scale,pipe condition,and any defecb 1Lat may have occurted to the interior and exterior of the pipe �
siu{ece. 'Ibe pipe shall be cleaned of all dirt and fareign maurial without damage to the exiuing coating,with
defau located and ideatlfied if found.7'he photos shall be submitted with negativa or electronic file to San lose
WaW Company'S Construcdam Deparhnrnt,and shal]include the location of work and e#imate number fa tt�e
Sen Jose Wata Company Sundard SpeciFcations Pagc G-1
.,uo.a.+.�,ermrvao-w_rr.�y.r.�..r.+o�rn..�tisPUa�.e r 5/10l1012 ew
project Unless dirccted by San lose Water Company personnel,there shall be oo additional pipe ezpoud under the
wn4act
2.06 Utility Supplier Diversity Proenm-Informatioe for Contnctors -
San Jase Water Company(SJWG�is wmmitted to seeking business relationships thaz rnable us to provide our
custnmers excellent service and a nliable suppty of high quality water at a fair and reasonabte price.We remain
corttmitted to seeking and maintaining suc6 relationships as we strive to broaden our netwark of service providers
through SnVC's Udliry Supplier Dive�sity Prograrn(USDP).
Following the guidelines established by the Califomia Public Ulilities Commission(CPU�,the goals of the USDP
are w encoueage,rxruit,and udline women,minoriry and disabled-veceran owned business enterprises(WMDVBE)
in Califomia in our procmemeat chain.To thaz end,SIWC has ffie followi¢g policia:
1. It is the policy of S1WC that women,minoriry and disabled vetaan owncd busiuess rnteiprises shall have
the ma�timum pradicable opporiunity to participate in the perfotm�ce of the contracts. Howevtt,this
polity shall nd be used to exclude quelified,noa-WMDVBE's 6om patticipazing in the wmpany's
supplia procurement prograrn.
2. S1WC suppliers agree W ux their best ef{orts to suppat the USDP ia the award of subcontracts Cutly
consistent with the efficient paformance of this conhact - � �
3. S7WC suppliers agree to infortn prospective WMDVBE subcontracrors of t6e'v opportunity to request from
the Califomia Public Utilitia Commission's Supplier Clearinghause a verification appliwtion fortn and to
rewm the compleud form w the cleering6ouse for praessing and'u�clusion in its database.
S7WC is cortimitted to this progcam and encourages similar commitrnent from our suppliers and contractots.SJWC
uks its suppliers and contractocs W utilize WMDVBE w6ue appmpriste and W rcport their use of these vrndors
buk to S1WC.Yow paRicipation and parmmship in this program ffie keys to its success.We Imow we can count
on you W help us achieve our gosls.
Furtha information aban San Jose Watc Company's Uu1ity Supplier Diveesiry Progam can be found ar.
L�ttpJ/www siwater com/for vour business/become e suvolier
7be Califomia Public Utilitia Commission's SuppGa Cleazing6ouse Verification Application Form may be
obrained at
hrool/www.asianinc.org/dVvau aoo.vdf
2.07 Contracta shall video raord the work area prior to mobil'vation.Praexistiag conditiom and any defec[s shall
be documeated and submitted to San lose Wata Company upon request All video rccordv shall be kept by the
conhactor fa a mmimum duration o[2 years bryond project completion.
2.08 Contact Engineering Unit Managa,Thoma�Cxe at(408)279-7886,for any questions prior to bid award.
Contact Kurt Hoffmaq SJWC Managw of Constructioq at(408)279-7870 or Patti Mcleod�C
ConstructionCoordinator at(408)279-7825 for pmject rdated issua after bid award.
i09 Califomia Deparhnmt of Public Health(CDPf�is the lead agrnry fa CEQA.M initial Smdy and Mitigated
Negative Declaration have been prcpared and will be edopted.The CEQA document and City of Clpertino permiu
are pmding and will be released
I10'lbe Contrecta shell notiCy Curt Raya,Managa of Opera[ions,nt 408-279-7812,at least two(2)waks prior
W construcdon. �
il l The Contraetor shall notify ffie adjacen[properly ownas at 22330,22332 md 22326 Regnart Road two(2)
wxks pr;or w me coaswctioa
� Sm Jose Water Comparry Swderd Specifications
.r�_u+�v�ee�++'sira�u_hrM.a.rrM+rr�+w....._}..rwa
--------___ _ �.:
� 2.12 Your bid is to represent t6e price to us of the wmpletcd worlc,induding all sales,use end other taxes,m�d
delivay to the site. '
2.13 All retircment'Rems,including the existing tank,piping,wood rctaining wall,trees,etc.,shall be removed fran
� the project site end disposed of pcoperly.Any cost azsociated with Ihe hauling and disposal oCremoved material
shall be paid for by ihe Contractor. �
2.14 Wfwn necessary,the Contractnr shall provide devices&,methods W protect other pations oCd�e work
(apecially the work completed during Phase 1 construction)or existing facilities from daznage.Any damage caused
by the convactor a his operations to SJWC's faclitia shall be paid for by the Contractor.
Z15'[be Contnctor's bid is for the attached design drawings only.My additioual work due to pe�mit requ'vemmu
� that are not spec�ed in the bid drewmgs and specifications is to be negotiated,documrnted and approveA with ihe
"ehange ader"docummt
pll change orders W t6e scope of work or materials shall be submitted,revieweA and approved by t6e SJ WC
Construction DepaAment.7fie contract price may be changed only by a change order.My claim by contracta fa
� an irnxease in conrtxt price shall be b�ed on writtea notice delivued w the Construction Departrnrnt wiNin IS
days after the occurrence of tlte evont-giving rise[o the claim.Failing such notia the claim shall be deemed to have
. been waived by the Contracior. .
2.16'Ihe Contracw�shell minimize the noise,dust,and haHic impact to the neighboring residences.
217'[he Contractor shall provide adequate workforce to fmis6 the construceion to meet the schedule as spec�ed in
this contraM.My deviation to the specified scheduk must be d'ucussed and approved by SJWC's Consdvction
Depuhnent. . �
2.18 City of Cupertino may requite construc[ion only during certain woticing hours."Ihe working hours limitation �
. � will be specified in the City's building pemiits,which will be obtained by SJWC and provided to the Con4actor.
2.19'Il�e Contractor shell prepare and primdpant exterior and inurior of the tanks durmg construction.'Ibe final
tanlc interia color shaN be Tnemec Tank Whiu.'Ibe final taek ezteria cola shall be Califomia Grouu Tan(Kelty
Moore wlor code 99-3589 EA w/I240.33C deep tint base,or Carboline No.C WS-D395).While each tank's
� � .mteria sAall be painted duriug tach tonstructioa phase,the Contractor may choose tu paint tlx two tank e�cterirns
� . �� togetha at the md of construcdon.The Conhactor s6at1 submit coloc samples ro SJ WC's Engineering Depazunent
' �. for approval.See Paint Specs.12-1 through 12-33.1Le painting cost shall be included with the related bid items.
220 During the Tank#1 coastruction,the Conhactor shall schedule and manage his work in a manner tkiat will not
- � interfere with t6e day-to-day functlon of the ezis[ing 140,000 gallon tank exttpt during tF�e water maie tio-in and
� electrical hook-up.Similazly,during the Tanlc k2 construction,the Contractor shall not interfere with the operations
of ihe newly built Tank#1.
2.21 Cost of soil excavation and refill(if required)fa the rcw tank site shall be included with respective
improvanmt bid i[em(s).All earthwork including trmch b�kfill and compaction shall be as specified in the
attached geotechnical mport(Bay Area Geouchnical Group,lob No.SJWAT-42-00).ContracWr shall consult with
�. the BAGG gootechnical engineas on site to verify earth woric for tank foundallon. '
222 Welded Steel Tank:The General Contraccar shell contract with a qualified tar�k wbconhacta to design and
construct the new taolcs.lLe prices shall be inefuded with the respective improvement bid itema
Within four weeks of the award of this contract,the contracta shalt submit in SJWC Engineering Depaztrnrn[the
tank struchval calculations,24"X 36"fiill size fabrication drawings and specificazions,mclud"mg concrcte �
foundation wlculatioos and shop drawings,wM stampeA and signed by a Califomia registered structurat rngineer for
rcview and approvaL'Rie welded steel tanlc and foundation shall be designed in accotdance with the latest revisions
. San lose W ater Company Standard Specscations Page G-3
� •,�.�o_�..�,�,wo,�o-�.�_�w..r.,,.,,,,,�,,,,,-�w,.,.,,, r3l10/2012ew
Page G-2
r S/102012 ew
of ANSVAW WA DI00 and Califania Building Standards Code(CBSC).Four(4)copies of the drawings and
three(3)copies of the calculations and specificatious shall be submitted. �
233 Field welds shall be cleaned and coated per AW WA D102 latest revisioa Sau)ose W ater Company will fill Ne �
tank for final testing.My and all leeks shall be reworked by the Contractor until the tank u water tight.
2.24 Electrical Work:Generel Contractor shall coordinaze with the Electrical Contcactor(Contact:BuR Lopes of
Lopes Electric,lnc.,1060 Elm St.,San Jose,CA 95I26,(408�84-8422)for installation of new PG&E urvice,
Cumishing and installing new MCC,tank lights,switches,and iastalling all electrical and tele-communication
conduits/wires as requ'ved.SJWC witl obtain City of Cupertino electrical permit(as part of the building permit)&
provide to�the Contractoc All electrical componenu,wiring and appurtenances shall be installed per N.E.C.and
PGBcE standazd.SJWC wi11 pay for all PG&E fees direcUy.
225 The General ContraMOr shall develop demolition procedures and processes and assut SJWC in obtaining
demolition permrt from the City as necessary.S)WC will pay for any naessary application fees.General Co¢trutor
shall submit to SfWC's Engineering DepaRment the demoliaon plan for S1WC's review and pumit epproval if
requited.S)WC will obtain a demolition permit if requ'ved by the City. �
236 During tho danolitioq the General Contnctor shall comply with all applicable State and Federal saCety,
disposal,and aic pollution sUndards.TLe General Contrador shall haul atl debris gmerated from the tank .
demolition to a legal,dumpsite for disposaL
227 Deliver,offloael,and storc tank material on project siu and/or adjacent easement area SJWC will not be
icspo�sible for loss or damage to any materials sud equipment ducmg conswction.TLe storage of any materials
and/or equipmmt az t6e conshuction site shall be at the contractor's own risk.
i28ltie Contractor shall provide maurial submittals for approval following Awazd of Contract.The Contractor
shall orda long lead items following approval of submittals[o ensuce[imely project comple[ion. � �
2.29 Starting dau is expecud on August 1,2013 or sooner.All work,including demolition/disposal of the existing
pnk,g�ading and tanlc construction shall start aRa the City end S]NC's roview and approvel of the tank sWCtural
submittals.
2.30 Prior W staRing gcading and demotition of the existing PVC yard piping,the Contractor shall fiunish and install �
the temporary piping and a portion of the new yard piping(8"DICI.)from the existing tank to the B"PVC �
dishibution line,in order W kap uuintertupted watcr service during construaion. .
23l'Ibe existing tank's exteriw wating material(s)were wllected and analyud by SJWC's WQ Depertment'Ihe
resul5 mdicated thaz potentially ked and chranium could be a probtem(see s,��++m���sd table below).13e
Contractor shall take all necessary precaution when handliag and disposmg of this tank,snd shall comply wiTh el]
regulaWry requircments.Based on limited access,WQ did not ue any interior coa[ing existing inside the tank.
�KNentl{IqhM'Ywnk �ww��CMmiun''MOmMen faEet Ceop�� LeW NicYel Vw�Mun� T -�MMta�TqMKb:
r.+rcmo.-axwa�r+okiol �ao'ral��.�l�, im �i NDI'1U1; 3t0�MG(�i0 �oks.o�� :.00a�.mc.nr nocw,ae�
� . .�.__._ � ...:_ _._._..... �
nUtl.WnbNv1tl; soo lo.w��. �oo- sao sA� zsm j.. ]A�. L000� zsro�� s.000 <1x� _ so�:
..20�TCVdvohaYlm�/tl; tao C�i._. ID tao N� N.; tao�.� N.."_N� N � iadnd. �..
. ._ ..._ ._.-"___' .. . ....'"'_
f0�5TlCtivad�dl4�W�d. 50 lF� 10 50 D00 3S0,_.. So NO ln..._.I.S00�<.C�Ya.�..
2.52 BMh the new tauks s6a11 be designed in suc6 a mauna wit6 sacrificial anode corrosim protection hsngers on
tank roof mid shall be prepazed for easy installation of a Cuture cathodic protection sysum. �
233'(he Contractor shalt make all pipeline and drain line Ge-ins at rcquited.Payment for tio-ins shall be included in
the paymen[for the ttspective bid items. ,
2.34 Far tach t2nk,the roof vrnt(s)shall be designed W handle s flow of 10,000 GPM(22.5 CFS). �
San 1ou W ata Company Standud Specifications Page G-4
.�c.o_o..v.s.�o++m�r...�n_�s�.....�r.a��..�_�....,.r I S/102012 ew
� Li5 The General Contractor shutl contract with Red VaHe Co.Ina(Chris Mitchell,412-279-0044 ezt.202)for
designing,fiunishing and installir.g Ne Tideflex Mixing System m both tanks.The Contractor s6all submit the
desi�calculetion shat md installazioo drawings ro SJWC's Engineering Deparhneat for review and approval.
2.36 The General Contractor shall coordinau with SIWC's Construction DeparCnent to field locate the aew tanks,
retaining wall,catch basins,piping and driveway.
237 7Le Geneml Contcactor shall ux water from the existing tank for dust abatemeot,snd shall compty with all
laal waur consuvation end NPDES regulations.Upon SJ WC's approval,the Grnval Contractor s6all be
rcsponsible fa installing any temporary Pipeline connection,Pumping and/or backflow protection equipment to the
tank for such use.
238 Painting shall comply with SJWC's painting spaifications,AW WA tank partmting specificatioos and
manufachuer's painting specificazions for pieparadon o(t6e tanlc surface,appliution of primer and paine
� 2J9'ILe Genetal CoeVactor shall paint all exposed piping except tank Flextcnd coupling per SIWC's painting. ,
specifications.
2.40 All main installarion end inlet-oudet piping sf�all be disinfected end msted nt a minimum of 150 PSI. `
. 2.01 Fumis6 and install new water level transducer,for each taolc,vis telemetry signal line to the RTU.SIWC will
perform the tmal hookup. . :
' 242'Ihe two tanks'approzimate diameter,height,and overtlow level ere indicated on the plans.l7�e final diameter �
md height of the tanks shall be calculated W yield n total of 196,000 gallon net capacity with required freeboard Net
capaciry is deLned as the volume of the tank Gom the inveet of the inleUoutlet w the maximum opaating wata level
(1.5'bebw overHow level),less the volume of coUunas and appurtrnances inside.
2.43 Upon the completion of the tank erection and touch up painting,the Grnerel Contractor shall clean&jet wash
the entae tank m4rior end perfam disinfection and tertmg of the tank per standard SJWC specifications and �
� AWWASpec�cations. � � .
2.44 Paving-All site paving shall be installed after both Tanks#i&k2 are completed,�mlus otherwise d'vec[ed by �
SIWC. �
2A5 The Contxactnr shall eubmit projected construc[ion schedule to SJWC's Conshuction Departmmt for review .
' and approval.Tank M 1 work shell be completed by October 31,2013.'Cank#2 work shall be completed no laur-
than Februery 28,2014,unkss otherwise directed by SJWC.
2.46 San Jou Water Company rcsetva the rig6t tn rcvoke the rovocable bid item(s)regarding tank dehumidifcation
requircmrnt if t6e paint manufaamer's recommendation for surface prcparation and application can be met
2.�7 2'he General Contracta shall open tAe dectricel and si�al tra�clies and apow time for the electrical sulr
conhac[a to instal)coo�it and wiring beforc backfill.'fhe electrical subcontractor shall provide conduim and
w'ving.'ILe Gmeral Contraaa shall provide protection for the open trrne�during this time.
2.18 Contractor sk�ell remove all debris and excess material cresud by his operation upon wmpletion of work.Tank
� site shall be cleaned of debris and azry canstructlon material beforc final payment is made.
2.49 All work shnll be completed by February 28,2014,ar u directed by SJWC's Constructio¢Ikputcnent.
� 2.50 Wamnty iespectioo will be required 30 d�y�prior to e:pintion o[the oneyar�varnnty for the welded
tteel laaks'fiuish(both inside and oubide}DurioQ the Did prepantioo,t6e ContneWr sAall uclude ao
San lose water Compeny siandud Specifice[ions �Page G-5
rr.n_a..r.p�,xs,�„uu.e_.�.x.p.rr...ra.rw.�r._�«n.r r 3/1620t2 ew
. �'..... . .. _.
���, amouat for in:pection by dralning lhe tanlc,reprlr,ek�n oul and tank disinfectlon.No additional dlowance
� �vill be pald by SIWC for said,inspection,tlean-out,cepair urvica&disinteetioo ot t6e welded rteel tanks.
� � Aoy rdditlonal inspeetion and repaU aervica�6rll still be the raponaibility of t6e Cootractor u oo �
� additional eompens�tioc will De permitted. �� � � � .
3.00 WATER FOR CONSTRUGTION PURPOSES
San lose Wattt Company will supply wata used for wnstruction to the Contractor without charga
1be Contractor,however,shall be required to fumish and lay such pipe and/or provide such other means as may be
necessary and/or incidmtal to the delivery of water a[such poin[or points of use and a[such pressure as may be.
neceuary.No additional compensation will be made therefore.Contrac[or shallpot use quick acting valves which
might create surges. .� . � � � � �� � .
4.00 SANITARY PACILIT[ES . . � �� � � � �
'Ibe Contrsetor shal]provide adequate sanitary facilitia and was[e disposal cans on the job site.Lavatnries ot the . .
chemical type are requ'ued,and must be on the jo6 site the day work is staned�7tm Contrador shall maintain all .
sanitary facilities.Chemical toilets shall be iastalled end mamtained acconding to the manutact�ucr's d'uections.
5.00 CLEAN UP
At the rnd of each day's work the site shall be left in a neat and orderly manner. All hazards shall be property
removed or proteded at the rnd of each day's work.
. . Prior to the Contracta leaving the site upon completion of the job,he md the Engineer will completely go over the
• ground to deurtnine thaz the condition of the sim is sa[isfactory.
6.00 RESPONSIBQ.ITY FOR MATERIALS AND EOUIPMENT
San Jose Water Company will not be responsible tor loss a darnage W any materials or equipmrnt during
constructioa The storage of any materials end/or equipmrnt at the conswction site shall be at the Contractor's own .
risk.
S1WC will not accept the materials used in t6e peemanent structure uneil fu�al iaspection and acceptance in place by -
tlu Chief Engiuter. :
� Any materials damaged by the Contractor,w rejected by the Chief Eogin«c,shall be removed immediately from the .
sae az the Contractor's expenu.
l � 'Ibe use of San Jose Water Company's properry for storing equipment and/or materials may be allowed it space is
. available,and is condilional upon approval Gom the Operations Department. 7t�e use of t6eu facilitiu is a
privilege and not a guarantea Contradors that violate the requircments for use of$IWC's stations for storage
('vmcluding securiry violations)may be excludod from domg so in the funue,which could make them less '
� competiUVe on future worlc.The use of these facilities by contractors should be coordinated with the Operazions
Department by the Conshuction Depa�em. -
---- - --' -- _----- -- - ----
- - __ _ _ . �--
Sen lose water Compeny Standvd Specificatioos � � Page G-6
•.c.o.o.w+�v�.w-�.._.�.�w.Tr.wrfr�..�_sr.orw..e ---.. . ..-'------ rS/IQ2012ew
~����QROF ESS/p�,9`F
y
y ���y
w No.49084 m
* �.9130l14 �
- ��9lF�F C AUF���\(4�3
San Jose Water Co. RoAO NAnnE: Regnart Road, Cupertino, CA
7.00 ALTERNATE PROPOSALS '
If the Contractor so chooses,Le may submit an altemate bid in addition to his bid for the Eogineer's specifications,
(or altemative structwes or mazerials other than those shown in these specifications.To be acceptable,an altemaie
must show that it is more economical,of t6e same or greaur wpaciry and tunctionaliry,and as durable as the
- materials and muctures specified.The Contractor will be required to submit ptaru fw the'v altemate with t6eir bid.
Any such design must eomply with all applicable codes. �
8.00 DRAW[NG MATERiAL FROM SAN JOSE WATER COMPANY'S STOCK
Material to be supplied by San Jose Waur Canpm�Y.at deaignated on the material list,shall be drswn by the
Contcactor or his repreuntstive by presenting his copy of the material list W the Sto�es Depaztmrnt Ihis list must
be shown every time material is to be drawn,and tAe person taking it shall sign the issuance tag for euh piece of
material wit6drawn.
Any material that hav beeu drawu and will not be used shall be retumed to San Jwe Water Company's nock
immediately aRer it 6aa been determined that it will aot be used.The party retuming the material shall sign the�
apPropriate crodit slip.
9.00 PROTECTiON OF WORK
Until the completiai and Cmal acceptance 6y the Ownet af all the work under and implied by this contract,the work
shall be undet the ContraMOr's respons�ble cate and charge.The Con[raMOr shall rebuil�repair,rcstwe,and make
good ell injuries,damagea,ro<rections,�d repairs occasioned or rendered necessary by cause of any nazure
whatsoever to aq or ury portions of the work ezcept as othenvise stipulated.
10.00 FACILITY TO BE COMPLETE Il`I ALL RESPECTS
The spirit of these specificatioos is to Cutnish all matetials and workmanship necessary for the consVUCtion herein
desrnbed,complete in every respact for the purpose for which it was designaud.If any workmans6ip or mazerials
be required,which are obviously necossary w carry out the full intent in meaning of the plans,detaiLa,diagrams,md
. specifications,althoug6 the samc may not be eitha directly or indirectly so spai6cally noud by drawing3 or
specifications,the Contractor is hereby bound W consider and provide for the same in his proposal for the worlc as
fiilly as if thry were so specifically drnoted,and shall execute the same without charge or claim therefore.
11.00 GUARANTEES
Notwithctsnding Owner's acceptance of the wodc,the Contrutor shall guarantee all of his workmanship,including
ell matetials and equipment fumished thereby,constructed end installed under this contract to function entireLy as
designed fa a paiod of one cakndaz year from and afler completion and the date of acceptaaa of the work by ffie
_Owner.The ConhacWr shall be responsbk for repairing and maldrig good,az his sole cost and expense,any defectc
or imperfeaions in the wock,or whatevtt faiLt to fiil6ll any of the requiranenu of the contract.
. �The Contrac[or shalI promptly,and with the kaR practicable inconvenience,make the rcpain or replacementt .
arising out of defective materials(except those fiwished by Owner),worlcmanship,and equipment The Owner is
6ereby authoriud to make such rcpaics i�within ten(t0)days after the mailing of a notice m writing w the
Contractor or his agent,the ContracWr shall neglect to make a wdertake,with due diligence,the aforeseid repairs,
provide�hewever,that in cate of an emttgenry,where in the opinion of the Owna,delay would cause serious loss
or damagq rcpain may be made without notice being sent W the Conhactor,end the Contrutor shall pay the cost �
thaeof.T6e Contractor shall be respemsble for the Cull expense iacidenW w making good any and all of the above
guazantees and agreemmu.73e above guarantees and agreemrnu are covenants,the performance of which shall be
. binding upon the Contractor and his suretiu. '
END OF SEC[ION
San Jox Wwu Company Shndard Specifications � Page G-7
.,c.o_�y+.r..+sti�nur+_.�.�x.�.r.�r�w:.�rrrr�_aP..,.� � � r3/102012ew
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� . . . , .
BUDGET R-25(2o12)/R-r8(2o13
j,)J San Jose Water Company
AS-BU/�T STAMP REGNART HE/GHTS STAT/ON �
TANK REPLACEMENT -
GENERAL PROVISIONS OF THE SPEC/F/CATIONS
REVI$qN
I HFO OS/30/13
AS SHOrN
REF.NOS.
SM: 192
DMG.N0.
H2-170/
H3-165
��NEET�O OF i
I�
(
i
S Y M = O]L�S�
�SECTION LETTER OR DETAI�NUMBER
�� S� SHEET NUMBER WHERE SECTION OR DETAIL IS SHOWN
2. � INDICATES CONCRETE
3. �'10�-0Z INDICATES TOP OF PIER/FOOTING ELEVATION
4. t INDICATES AN APPROXIMATE OIMENSION OR ELEVATION.
THE CONTRACTOR IS TO VERIfY INFORMATION AS
REQUIRE�TO COMPLETE CONSTRUCTION
�[�CC� ��IDC��
S1 COVER SHEET
S2 SPECIFlCATIONS
S3 FOUNDATION PLAN
S4 SECTIONS AND DETAILS
GENERAL NOOTES
1_ CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVAT10N5. ANY
CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF SAN JOSE
WATER COMPANY AND STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.
2. DEMOLITION OF EXISTING TANKS,FOUNDATIONS,AND UTIUTIES IS BY OTHERS.
� � � �� V ����0��
O
0
N
A8
APPROX
ARCH.
BF
BLKG
BLDG
BM
BN
�
CIDH
CJ
CJP
CLR
COL
CONC
CONN
CONST
CONT
CSK
DBL
DF
DN
DO
DWG
(E)
EA
EL
ELEV
EN
EQ
EW
FND
FP
FS
FTG
Ga
GL
HDR
HGR
HORIZ
HSB
HSS
HT
ID
INSP
JT
LS
LL
LLH
pG°�O�C�C��' DQ�'Q
AT
DIAMETER
NUMBER
ANCHOR BOLT
APPROXIMATE(LY)
ARCHITECT(URAL)
BWNDARY FASTENING
BLOCKING
BUILDING
BEAM
BOUNDARY NAILING
CENTER LINE
CAST IN ORILLED HOLE
CONSTRUCTION JOINT
COMPLETE JT PENETRATION
CLEAR
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
COUNTERSINK
DOUBLE
DOUGLAS FlR
DOWN
DITTO
DRAWING
EXISTING
EACH
ELEVATION
ELEVATOR
EDGE NAILING
EQUAL
EACH WAY
FOUNDATION
FULL PENETRATION
FAR SIDE
FOOTING
GAUGE
GLUED LAMINATED BEAM
HEADER
HANGER
HORIZONTAL
HIGH STRENGTH BOLT
HOLLOW STRUCT SECTION
HEIGHT
INSIDE DIAMETER
I N SPECTION/IN SP ECTOR
JOINT
LAG SCREW(S)
LIVE LOAD
LONG LEG HORIZONTAL
1. PLANS AND CALCULAlIONS FOR THE STRUCTURAL DESIGN WERE BASED UPON:
– 2010 CALIFORNIA BUILDING CODE.
– SOILS REPORT BY BAY AREA GEOTECHNICAL GROUP DATED FEBRUARY 29,2012
AND ADDENDU�A LETTER DATED DECEMBER 11,2012.
2. DESIGN LOADS ARE AS FOLLOWS:
FOUNDATION
RETAINING WALLS:
ACTIVE PRESSURE 40 PCF(DRAINED)AT SOLDIER PILE WALLS
SEISMIC SOIL PRESSURE 10H PSF,H=BACKFl�L HEIGHT
SURCHARGE SOIL PRESSURE 80 PSF (NOT CONCURRENT W/SEISMIC)
DRI�LED PIERS:
PASSIVE PRESSURE 300 PCF APPLIED TO 1.5x PIER DIAMETER
SCOPE OF WORK:
INSTALL NEW RETAINING WALLS ADJACENT TO TANKS$1 AND�Y2
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STRUCillRAL SPECIAL INSPECTION AND TESTING
GENERAL
THESE PROVISIONS SHALL GOVERN THE OUALITY,WORKMANSHIP,AND REOUIREMENTS fOR
WORK COVERED. MATERIALS OF CONSTRUC110N AND TESTS SHALL CONFORM TO THE
APPLICAB�E STANDARDS LISTED.
DEFINITIONS
CONTINUOUS SPECIAL INSPECiION: THE FULL–T1ME OBSERVATION OF WORK RE�UIRING
SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WFIO IS PRESENT IN THE AREA
WHERE THE WORK IS BEING PERFORMED.
PERIODIC SPECIAL INSPECTION: THE PART–T1ME OR INTERMITTENT OBSERVATION OF WORK
REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN
THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE
COMPLETION OF TNE WORK.
REFERENCE STANDARDS(EDITIONS ADOPTED BY WRRENT GOVERNING CALIFORNIA BUILDING CODE)
–CBC–CALIFORNIA BUILDING CODE 2010
–AISC 341 –SEISMIC PROVISIONS FOR STRUCTURAI STEEL BUILDINGS; AMERICAN
INSTITUTE OF STEEL CONSTRUCTION INC
–AISC 360–SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS; AMERICAN INSTITUTE OF
STEEL CONSTRUCTION INC
–ACI 318–BUILDING COOE REOUIREMENTS FOR STRUCTURAL CONCRETE AND
COMMENTARY; AMERICAN CONCRETE INST1iUTE
–RCSC–SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS;
RESEARCH COUNCIL ON STRUCTURAL CONNECilONS
–AWS–AMERICAN WELDING SOCIETY
REPORT REQUISREMENTASSTM INTERNATIONAL
SPEGAL INSPECTORS SHALL KEEP RECOROS OF INSPECTIONS,AND SHAL�FURNISH
INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISiERED DESIGN
PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT THE WORK
INSPECTED WAS OR WAS NOT COMPLETEO IN CONFORA�ANCE TO THE APPROVED
CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO
THE REGISTERED DES�GN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE
CO�APLEiION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING THE
REQUIRED SPECIAL INSPECTIONS AND CORRECiION OF ANY DISCREPANCIES NOTED IN THE
INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE
START OF THE WORK BY THE PERMIT APPLICANT AND TNE BUILDING OFFICIAL
SCHEDULE OF STRUCNRAL INSPECTION AND TESTING
SiEEL
.STRUCTURAL STEEL:
–CONFIRM IDENTIFICATION MARKINGS CONFORM TO ASTM STANDARDS SPECIFIED IN THE
APPROVED CONSTRUCTION DOCUMENTS
–REVIEW MANUFACTURER'S CERTIFIED TEST REPORTS
–PERIODICALLY INSPECT STEEL CONNECTION DETAILS FOR COMPLIANCE WITH THE DETAILS
SHOWN ON THE APPROVED CONSTRUCiION DOCUMENTS
–VERIFY REDUCED BEAM SECTION(R85)CONTOUR AND FlNISH,DIMENSIONAL TOLERANCE,
AND PROTECTED ZONE RESTRICTIONS(NO HOLES OR UNAPPROVED ATTACHMENTS MADE
BY CONTRACTOR)
«1NELD�NG(SHOP AND FIELD):
–VERIFY WELDERS QUALIFICATIONS,PROCEDURE QUALIFICATION RECORDS(PQR)AND
WELDING PROCEDURE SPECIFICATIONS(WPS)PRIOR TO THE START OF WORK
–CONFIRM IDENTIFlCATION MARKINGS OF WELD FILLER MATERIALS CONFORM TO AWS
DESIGNATION LISTED IN THE WPS
–REVIEW MANUFACTURER'S CERTIFICATE OF COMPLIANCE OF WELD FlLLER MATER�ALS
–PERIODICALLY INSPECT SINGLE PA55 FILLET WELDS s5/16�
CONCRETE
k CONCRETE
–REVIEW CERTIFIED MILI TEST REPORTS FOR REINFORCING STEEL
–PERIODICALLY INSPECT REINFORCING STEEL AND PLACEMENT
– VERIFY USE OF ENGINEER OF RECORD REVIEWED MIX DESIGN AND MATERIAL CERTIFICATE
–CONi1NU0USLY INSPECT CONCRETE PLACEMENT
–PERIODICALLY INSPECT CURING MATERIAL FOR CONFORMANCE WITH APPROVED
CONTRACT DOCUMENTS AND PLACEMENT
–PERIODICAILY INSPECT FORMWORK FOR SHAPE,LOCATION AND DIMENSIONS
– VERIFY CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORING AND FORMS FROM BEAA�S
AND ELEVATED SLABS
–FABRICATE 6�DIAMETER X 12"CYLINDER TEST SPECIMENS
–PERFORM SLUMP TESTING AT THE T1ME CONCRETE IS SAMPLED
–PERFORM AIR CONTENT TESIING AT THE TIME CONCRETE IS SAMPLED
–RECORD TEMPERATURE OF CONCRETE AT THE T1ME CONCRETE IS SAMPLED
–PERFORM CONCRETE COMPRESSION TESTING
CAST–IN–PLACE DEEP FOUNDATION ELEMENTS(INSPECTIONS REQUIRED IN ADDITION TO THOSE
REQUIRED FOR CONCRETE)
–CONTINUOUSLY INSPECT DRILUNG OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE
RECORDS FOR EACH ELEMENT
–CONTINUOUSIY INSPECT PLACEMEN7 LOCATIONS AND PLUMBNESS,CONFIRM ELEMENT
DIAMETERS.BELL DIAMETERS(IF APPLICABLE)AND LENGTHS. RECORD CONCRETE OR
GROUT VOLUMES.
–VERIFY EMBEDMENT INTO BEDROCK(IF APPLICABLE)AND ADEWATE BEARING STRATA
CAPACITY FOR EACH ELEMENT
–PERFORM ADDITIONAL INSPECTIONS AS REQUIRED BY GEOTECHNICAL ENGINEER AND PER
APPROVED GEOTECHNICAL REPORT.
BIOGS CARDOSA
ASSOCIATES INC
STRUCTURAL ENGINEERS
— `
S63 Th• Alam�da,
Son Joaa, CWlfomla Y3126
40B-206-5515
ONLY iHE MOST GINiRENT WEI SIGNED DOCUMENiS
CONSIINTE THE PROfE5S10NAL wORN 0�61GG5 GMDOSA
ASSOCIATES,INC. IF 7NERE ARE MlY OIFFERENCES
BETWEEN ME MOST QIRRENT MET SIGNED DOGUMENTS ANO
ANY OT1ER DOCUNENIS,THE MOST CURRENT NET SIGNEO
P L A N C H E C K S E T (6/11 /13) pRE�CORD Fpi�BIGG9yC�D0�A A55���°��"��T°
ROAD NAME Regnart Road, Cupertino, CA
REFERENCE STANDARDS
AISC 360 M5.5
CBC 1704.3.2
AISC 341 SECTION Q5.4
AISC 341 W3.1,CBC 1704.3,AYfS D1.3,AWS D1.4
AISC 360 A3.5,CBC Toble 1704.3
CBC Table 1704.3
AWS D1.1 6.9,AISC 341 Q5.1,CBC TABLE 1704.3
CBC 1704.4, CBC 1704A.4
C8C 1708.2
ACI 318 7.1-7.7,CBC 1913.4
ACI 318 5.2-5.4
ACI 31 B 5.6,ASTM C31
ASTM C143
ASTM C173
ASTM C1064
ASTM C39
CBC TABLE 1704.9
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(201229251) 2012292
SECTION 01 30 00 SHOP DRAWINGS, PRODUCT DATA AND
SAMPLES
A.CONSTRUCTION, FABRICATION, OR ORDERING OF MATERIALS SHALL
NOT BEGIN UNTIL CONTRACTOR HAS RECEIVED SUBMITTALS
REVIEWED BY ARCHITECT GOVERNING ALL ASPECTS OF THE
INTENDED WORK.
B.DOCUMENT: SUBMIT ONE ELECTRONIC COPYIN PDF OR WORD
FORMAT NOT LARGER THAN 24 X 36 INCHES; AN
ELECTRONICALLY-MARKED UP FILE WILL BE RETURNED. CREATE
FlLES AT NATIVE SIZE AND RIGHT-SIDE UP; ILLEGIBLE FILES WILL
BE REJECTED.
C. FOR EACH SHOP DRAWING FOR REVIEW, ALLOW 15 DAYS
EXCLUOING DELIVERY TIME TO AND FROM THE CONTRACTOR.
SECTION 03 10 00 CONCRETE FORMING AND ACCESSORIES
1.01 SUBMITTALS
A.SHOP ORAWINGS
1. FORMWORK
A.SUBMIT SHOP DRAWINGS FOR FABRICATION AND ERECTION
OF FORMS FOR PORTIONS OF THE CONCRETE SURFACES,
AS INDICATED BELOW:
1) FOR FORMWORK OVER 12'IN HEIGHT.
2. FALSEWORK AND SHORING SHOP DRAWINGS: THE CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS OF ANY
REQUIRED FALSEWORK,SHORING. SHOP DRAWINGS AND
CALCULATIONS SHALL BE PREPARED IN ACCORDANCE WITH
THE REQUIREMENTS OF THE ACI 318 AND STATE OF
CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS, SECTION 51-1.O6A- FALSEWORK DESIGN
AND DRAWINGS.
3. RESHORING AND BACKSHORING PLANS: WHEN RESHORING OR
BACKSHORING IS REQUIRED OR PERMITTED, SUBMIT
PROCEDURES AND PLANS OF OPERATIONS, BEFORE USE.
INDICATE ON SHOP DRAWINGS THE MAGNITUDE OF
CONSTRUCTION LOADS PERMITTEO DURING RESHORING OR
BACK-SHORING.
3.01 FORMWORK TOLERANCES
A.UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS,
CONSTRUCT FORMWORK SO CONCRETE SURFACES CONFORM TO
THE TOLERANCE LIMITS OF ACI 117.
3A2 FORM REMOVAL
A.LEAVE FORMWORK AND SHORING IN PLACE TO SUPPORT THE
WEIGHT OF CONCRETE IN BEAMS AND JOISTS FOR AT LEAST 14
DAYS(ENGINEER NOTE: INCREASE TO 21 DAYS FOR BEAMS WITH
OVER 20 FT CLEAR SPAN)AND IN SLABS fOR AT LEAST 10
DAYS; AFTER THE LAST CONCRETE AND UNT1�CONCRETE HAS
ATTAINED 3000 PSI MINIMUM AND THE ENGINEER RESPONSIBLE
FOR DESIGN OF SHORING ANO FALSEWORK HAS APPROVED
REMOVAL.
B. VERTICAL FORMS SHALL REMAIN ON COLUMNS, WALLS,PILASTERS
FOR AT lEAST SEVEN 7 DAYS AFTER THE LAST CONCRETE AND
UNTIL CONCRETE HAS ATTAINED 3000 PSI MINIMUM AND THE
ENGINEER RESPONSIB�E FOR DESIGN OF THE FORMWORK HAS
APPROVED REMOVAL. (ENGINEER NOTE: SPECIFY IF NON-LOAD
CARRYING FORM-FACING MATERIAL IS NOT PERMITTED TO BE
REMOVED AT AN EARLIER AGE THAN THE LOAD-CARRYING
PORTION OF THE FORMWORK)
SECTION 03 20 00 CONCRETE REINFORCING
1.01 SUBMITTALS
A. SHOP DRAWINGS(PLACING DRAWINGS)
8. PRODUCT DATA
C.MILL CERTIFICATES
1.02 pUALITY ASSURANCE
A.PERFORM WORK OF THIS SECTION IN ACCORDANCE WITH THE
CURRENT GOVERNING EDITION OF CBC, AG 301, ACI SP-66, ACI
318, AND AWS D1.4 EXCEPT AS MODIFIED BY THE CONTRACT
DOCUMENTS.
2.01 REINFORCING BARS
A.REINFORCING STEEL:
1. BARS FOR REINFORCEMENT SHALL BE DEFORMED GRADE
STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A706 OR
A615, GRADE 60.
2.02 WIRE
A. ALL WIRE FOR CONCRETE REINFORCEMENT SHA�L CONFORM TO
ASTM A82.
2.03 MECHANICAL COUPLING DEVICES
A. MECHANICAL COUPLING DEVICES SHALL DEVELOP 125 PERCENT
OF TNE MINIMUM 11ELD STRENGTH OF THE BARS SPLICED.
3.01 BENDING
A.BENDS FOR REINFORCING STEEL SHALL BE MADE IN ACCORDANCE
WITH ACI 301 AND ACI 318. BEND BAR SIZES N0.3 THROUGH 5
COLD ONLY ONE T1ME, PROVIDED REINFORCING BAR TEMPERATURE
IS ABOVE 32 DEGREE F. DO NOT FIELD BEND REINFORCING
STEEL IN A MANNER THAT WILL INJURE MATERIAL,CAUSE THE
BARS TO BE BENT ON T00 TIGHT A RADIUS, OR THAT IS NOT
INDICATED AS ALLOWED ON DRAWINGS OR PERMITTED BY
ENGINEER. DO NOT STRAIGHTEN BENT OR KINKED BARS FOR
USE ON PROJECT NAINOUT PERMISSION OF ENGINEER. REPLACE
BARS WITH KINKS OR BENDS NOT SHOWN ON THE DRAWINGS.
3.02 PLACING
A.ALL REINFORCEMENT SHALL BE PLACED IN STRICT CONFORMANCE
WITH THE REOUIREMENTS OF THE CONTRACT DRAWINGS, BOTH AS
TO LOCATION, POSITION AND SPACING OF MEMBERS. IT SHALL
BE SUPPORTED AND SECURED AGAINST DISPLACEMENT BY THE
USE OF ADEQUATE AND PROPER WIRE SUPPORTING AND SPACING
DEVICES, TIE WIRES,ETC. SO THAT IT WILL REMAIN�N ITS
PROPER POSITION IN THE FINISHEO STRUCTURE. REINFORCEMENT
MAY NOT 8E WET SETIN CONCRETE POURS.
B. TOLERANCES: DO NOT EXCEED THE PLACING TOLERANCES
SPECIFIED IN ACI 318 ANO ACI 117, WHICHEVER IS MORE
STRINGENT,BEFORE CONCRETE IS PLACED. PLACING
TOLERANCES SHALL NOT REDUCE COVER REQUIREMENTS EXCEPT
AS SPECIFIED IN ACI 117.
C. A�INIMUM CONCRETE COVER FOR REINFORCEMENT AND COUPLERS
SHA�L BE AS INDICATED IN THE CONTRACT DRAWINGS.
CONCRETE COVER IS MEASURED FROM THE THEORETICAL
EXCAVATION LINE,NOT THE LWE OF ANY OVER EXCAVAl10N.
WHERE LESS THAN 3 INCHES COVER IS NOTED AND CONCRETE
WILL BE PLACED AGAINST SOIL,INCREASE THE SECTION
THICKNESS TO ATTAIN 3 INCHES COVER.
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D. PRESERVE CLEAR SPACE BETWEEN PARAILEL BARS OF NOT LESS
THAN 1-1/2 T1MES THE NOMINAL DfAMETER OF ROUND BARS
AND IN NO CASE LET THE CLEAR DISTANCE BE LESS THAN
1-1/2 INCHES NOR LESS THAN 1-1/3 TI�AES THE MAXIMUM SIZE
OF AGGREGATE FOR CONCRETE. BARS PLACED IN SHOTCRETE
SHALL HAVE A MINIMUM CLEARANCE BETWEEN BARS OF 2-1/2
INCHES FOR N0. 5 AND SMALLER AND 6 BAR DIAMETERS FOR
BARS LARGER THAN N0. 5. WHEN TWO CURTAINS OF STEEL ARE
PROVIDED IN SHOTCRETE WALL, THE CURTAIN NEARER THE
NOZZLE SHALL HAVE A MINIMUM SPACING EQUAL TO 12 BAR
DIAMETERS ANO THE REMAINING CURTAIN SHALL HAVE A MINIMUM
SPACING OF SIX BAR DIAMETERS.
E. LAP SPLJCES SHALL BE CONTACT LAP SPLICES IN ACCORDANCE
WITH ACI 318 UNLESS NOTED OTHERWISE ON THE CONTRACT
DRAWINGS.BARS SHALL BE WIRED TOGETHER AT LAPS.
WFIEREVER POSSIBLE, STAGGER SPLICES IN ADJACENT BARS.
SPIICE BARS IN MEMBERS SUCH AS SPANDRELS,BEAMS,ETC,
AS FOLLOWS: TOP BARS AT CENTERUNE OF SPAN, BOTTOM BARS
AT THE SUPPORT. MAKE ALL SPUCES IN WELDED WIRE
REINFORCEMENT AT LEAST 1-1/2 MESHES WIDE OR 12 INCHES,
WFIICHEVER IS GREATER. WHEN SPLICING IN AREAS TO RECEIVE
SHOTCRETE,LAP SPLICES SHALL BE NON-CONTACT WITH AT
LEAST 2 INCHES CLEARANCE BETWEEN BARS.
SEC110N 03 30 00 CAST-IN-PLACE CONCRETE
1.01 SUBMITTALS
A.PRODUCT DATA
B. MIX DESIGNS
C. CERTIFICATES OF COMPLIANCE
1. THE CONTRACTOR SHALL PROVIDE CERTIFICATE OF
COMPLIANCE FOR EACH TYPE OF AGGREGATE, CEMENTITIOUS
MATERIAL AND ADMIXTURE TO BE USED IN EACH CLASS OF
CONCRETE OR A CERTIFICATE OF COMPUANCE FOR EACH
CLASS OF CONCRETE.
2. CERTIFICATES OF COMPLIANCE FOR VAPOR RETARDER/BARRIER
SHALL INCLUDE THE NAME, AND DESCRIPTION Of THE
PRODUCT AND SHALL STATE THAT THE PRODUCT COMPUES
WITH ASTM E1745 AND ASTM E154.
1.02 QUALITY ASSURANCE
A.COMPLY WfTH THE PROVISIONS OF THE CURRENT GOVERNING CBC,
ACI 301, AND ASTM C94 EXCEPT WHERE MORE STRINGENT
REOUIREMENTS ARE SHOWN OR SPECIFIED.
2.01 CEMENTITIOUS MATERIALS
A.CEMENT: ASTM C 150,TYPE II PORTLAND TYPE.
B. FLY ASH: ASTM C618, CLASS F.
t. FLY ASH MAY SUBSTITUTE FOR PORTLAND CEMENT UP TO A
MAXIMUM OF 25%OF TOTAL CEMENTITIOUS MATERIALS 8Y
WEIGHT(FLY ASH, IF USED, MUST SUBSTITUTE FOR 15i OF
THE TOTAL CEMENTITIOUS MATERIALS BY WEIGHT,MINIMUM).
A. SUBSTITUTIONS THAT COMBINE FLY ASH AND GROUND
GRANULATED BLAST-FURNACE SLAG ARE LIMITED TO A
COMBINED TOTAL OF 507.OF THE TOTAL CEMENTITIOUS
MATERIAL BY WEIGHT NATH FLY ASH NO MORE THAN 25%
OF THE TOTAL CEMENTITIOUS MATERIALS BY WEIGHT.
B. REDUCE SLAG AND FLY ASH SUBSTITUTION RATES BY AT
LEAST 509:FOR COLD WEATHER CONCRETING AS DEFINED
IN ACI 306.1.
G GROUND-GRANULATED BLAST-FURNACE SLAG: ASTM C989
GRADES 100 OR 120
1. GROUND-GRANULATED BLAST-FURNACE SLAG MAY
SUBSTITUTE FOR PORTLAND CEMENT UP TO A MAXIMUM OF
50�OF THE TOTAL CEMENTITIOUS MATERIAL BY WEIGHT.
2.02 AGGREGATES
A.AGGREGATES FOR HARDROCK CONCRETE SHALL CONFORM TO
ASTM C33.
2.03 CHEMICAL ADMIXTURES
A.DO NOT USE CHEMICALS THAT CONTAIN CALCIUM CHLORIDE OR
WILL RESULT IN TOTAL SOLUBLE CHLORIDE IONS IN HARDENED
CONCRETE AT AGES FROM 28 TO 42 DAYS CONTRIBUTED FROM
WATER, AGGREGATES, CEMENTITIOUS MATERIALS, AND
ADMIXiURES IN EXCESS OF 0.30 PERCENT BY WEIGHT OF CEMENT
FOR REINFORCED CONCRETE AND 0.06 PERCENT BY WEIGHT OF
CEMENT FOR PRESTRESSED CONCRETE. MEASURE
WATER-SOLUBLE CHLORIDE-ION CONTENT IN ACCORDANCE WITH
ASTM C1218. ADMIXTURES CONTAINING CHLORIDE SALTS SHALL
NOT BE USED WHERE CONCRETE IS POURED ON TOP OF THE
METAL DECK. CALCIUM CHLORIDE OR ANY ADMIXTURE
CONTAINING CHLORIDE IONS SHALL NOT BE USED IN DRILLED
PIERS.
B.AIR ENTRAINMENT ADMIXTURE: ASTM C260.
C. HIGH RANGE WATER REDUCING AND RETARDING ADMIXTURE: ASTM
C 494 TYPE G.
D. HIGH RANGE WATER REDUCING ADMIXTURE(SUPER PLASTICIZER):
ASTM C494 TYPE F.
E. WATER REOUCING AND RETARDING ADMIXTURE: ASTM C494 TYPE
D.
F. WATER REDUCING AQMIXTURE: ASTM C494 TYPE A.
2.04 ACCESSORY MATERIALS
A.NON-SHRINK GROUT:
1. ASTM C1107 GRADE B OR C,PRE-MtXED, HIGH STRENGTH,
A�ETALUC OR NON-METALLIC FLOWABLE GROUT, WHICH DOES
NOT SHRINK AS IT CURES. WATER-SOLUBLE CHLORIDE ION
CONTENT OF GROUT LESS THAN 0.06 PERCENT CHLORIDE ION
BY WEIGHT OF CEMENT WHEN TESTED IN ACCORDANCE WITH
ATM C1218.
A.MINIMUM COMPRESSIVE STRENGTH AT 7 DAYS: 5000 PSI.
2.05 CONCRETE MIX DESIGN
A.ADMIXTURES: WHERE ADMIXTURES ARE USED THEY SHALL BE
ADDED AS RECOMMENDED IN ACI 211.1 FOR NORMAL WEIGHT
CONCRETE AND AT RATES RECOMMENDED BY MANUFACTURER.
ADMIXTURES ARE SUBJECT TO THE ENGINEER'S REVfEW.
B. NORMAL WEIGHT CONCRETE MIX REOUIREMENTS:
1. SHALL BE MADE WITH AGGREGATES FOR HARDROCK
CONCRETE.
2. MINIMUM COMPRESSIVE STRENGTH, F'C,WHEN TESTED IN
ACCORDANCE WITH ASTM C39 AT 28 DAYS: AS SCHEDULED
BELOW.
San Jose Water Co.
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3. MINIMUM CEMENTITIOUS MATERIAL CONTENT:
A.FOR CONCRETE(F'C= 3000 PSI AND GREATER) USED IN
FLOORS AND SLAB-ON-GRADES, CEMENTITIOUS MATERIAL
CONTENT SHALL NOT BE LESS THAN INDICATED IN THE
FOLLOWING TABLE:
NOMINAL MINIMUM
MAXIMUM SIZE CEMEN11110US
Of �AATERIAL
AGGREGATE, CONTENT, SACKS
IN
1-1/2 5
1 5.5
3/4 6
1/2 6.5
8. FOR PLACING CONCRETE UNDER WATER, CEMENT1T10US
MATERIAL CONTENT SHALL NOT BE LESS THAN 7 SACKS.
MAXIMUM
WATER/CEM EN TI TlOU S
MATERIAL RAT10
CONCRETE CLASS MINIMUM NON-AIR AIR
28-DAY ENTRAINED ENTRAINED
COMPRESSIVE
STRENGTH fc
CLA55 A 4000 PSI 0.55 0.55
CLASS B 3000 PSI 0.55 0.55
4. MINIMUM CEMENTITIOUS MATERIAL CONTENT: SAME AS NORMAL
WEIGHT CONCRETE.
5. MAXIMUM WATER-CEMENT RATIO: AS SCHEDULED ABOVE.
SIGNIFICANT VOLUME OF UQUID ADMtXTURES SHOULD BE
CONSIDERED AS PART OF 1HE MIXWG WATER.
6. MAXIMUM AGGREGATE S2E: SAME AS NORMAL WEIGHT
CONCRETE BUT NOT GREATER THAN 3/4 INCH.
7. MAXIMUM DRY UNIT WEIGHT: 120 LB PER CUBIC FOOT AS
DETERMINED BY ASTM C567.
E. CONCRETE MIX DESIGNS: THE FOLLOWING TABLE PRESENTS A
SCHEDULE OF CLASSES OF CONCRETE,MAXIMUM AGGREGATE,
MAXIMUM SLUMP AND AIR CONTENT FOR EACH TYPE OF
CONCRETE, WHICH SHALL BE AS FOLLOWS:
CONCRETE ELEMENT CLASS OF MAX. SIZE MAX./MIN
CONCRETE AGGREGATE SLUMP(INCH)
AT POINT OF
DISCHARGE
DRILLED PIERS q �_��2 3��
LAGGING PANELS 8 3/4 4/t
NOMINAL AIR CONTENT, PERCENT
MAXIMUM
AGGREGATE
SIZE, IN
CLASS F1 CLASSES F2
AND F3
3/8 7.5 6
1/2 7 5.5
3/4 6 5
1 6 4.5
1-1/2 5.5 4.5
3.01 PREPARATION
A. VAPOR RETAROER/BARRIER INSTALLATION REQUIREMENT: INSTALL
VAPOR RETARDER/BARRIER UNDER INTERIOR SLABS ON GRADE
WHERE REQUIRED BY CONTRACT ORAWINGS IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTION AND A57M E1643.
3.02 CONVEYING AND PLACING CONCRETE
A. ALL CONCRETE SHALL BE MIXED,DELIVERED AND DISCHARGED IN
ACCORDANCE WITH THE REQUIREMENTS OF ASTM C94. ALL
CONCRETE SHALL BE PLACED,FINISHED AND CURED AND ALL
OTHER PERTINENT CONSTRUCTION PRACTICES SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS OF ACI 301.
B. CONSOLIDATING: ALL CONCRETE SHALL BE PLACED WITH
MECHANICAL VIBRATION UNLESS NOTED OTHERWISE. EMPLOY AS
MANY VIBRATORS AND TAMPERS AS NECESSARY TO SECURE THE
DESIRED RESULTS. MINIMUM: ONE PER EACH 20 CUBIC YARDS
OF CONCRETE PLACED PER HOUR. ELIMINATE THE FOLLOWING
PRACTICES: PUSHING OF CONCRETE WITH VIBRATOR; EXTERNAL
VIBRATION OF FORMS; ALLOWING VIBRATOR TO VIBRATE AGAINST
REINFORCING STEEL WHERE STEEL PROJECTS INTO GREEN
CONCRETE; ALLOWING VIBRATOR TO VIBRATE CONTACT FACES OF
FORMS. VIBRATORS SHALL FUNCTION AT A MINIMUM FREQUENCY
OF 3600 CYCLES PER MINUTE WHEN SUBMERGED IN CONCRETE.
SUPPLEMENT VIBRATION BY FORK�NG AND SPADING ALONG THE
SURFACES OF THE FORMS ANO BETWEEN REINFORCING NMENEVER
FLOW IS RESTRICTED. DRILLED PIERS SHALL BE VIBRATED ONLY
TO A DEPTH OF 3 T1ME5 THE PIER DIAMETER MEASURED FROM
THE TOP OF PIER.
3.03 CONSTRUCTION JOINTS
A.LOCAT�ON AND DETAILS OF CONSTRUCTION JOINTS SNALL BE AS
INDICATED ON DRAWINGS, SPECIFIED, OR AS APPROVED BY THE
ENGINEER. LOCATE SO AS NOT TO IMPAIR THE STRENGTH OF
THE STRUCTURE.
8. SANDBLAST ALL CONSTRUCTION JOINTS USING COARSE SAND OR
WATERBLAST TO CLEAN AND ROUGHEN ENTIRE SURFACE OF
JOINT TO 1/4 INCH AMPUTUDE AT ALL CONSTRUCTION JOINTS
UNLESS NOTED OTHERWISE. COMPRESSED AIR.
3.04 CONCRETE FINISHING
A. FINISHING FORMED SURFACES: FIP115H PER REQUIREMENTS OF ACI
301.
1. USE GROUT-CLEANED FINISH FOR PERMANENTLY EXPOSED
FORMED SURFACES EXCEPT FOUNDATION SURFACES AND
SMOOTH-RUBBED FINISH FOR EXPOSED FOUNDATION
SURFACES.
3.05 CURING AND PROTECTION
A. COMPLY WITH REQUIREMENTS OF ACI 301. IMMEDIATELY AFTER
PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING,
EXCESSIVELY HOT OR COLD TEMPERATURES.AND MECHANICAL
INJURY.
PLAN CHECK SET (6/7/13)
ROAD NAME Regnart Road,
8. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT ABOVE 50'
F FOR THE PERIOD OF TIME NECESSARY FOR HYDRATION OF
CEMENT ANO HARDENING OF CONCRETE.
1. NORMAL CONCRETE: AT LEAST THE FIRST 7 DAYS AFTER
P�ACEMENT.
2. HIGH EARLY STRENGTH CONCRETE: AT LEAST THE FIRST 3
DAYS AFTER PLACEMENT.
C. CURING METHODS SHALL COMPLY WITH ACI 308R.
D. CURING COMPOUNDS CONFORMING TO ASTA�C309 OR ASTM
C1315 SHALL BE APPUED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE MANUFACTURER AND SHALL NOT BE
USED ON ANY SURFACE AGAINST WHICH ADDITIONAL CONCRETE
OR OTHER CEMENTITIOUS FINISHING MATERIALS ARE 70 BE
BONDED, NMERE EPDXY FLOORING IS CALLED FOR, WHERE
CONCRETE TOPPING IS TO RECEIVE WATERPROOFING MEMBRANE,
WHERE NOT RECOMMENDED BY INTEGRAL COLOR MAKER,NOR ON
SURFACES WHERE SUCH CURING IS PROHIBITED BY THE PROJECT
SPECIFlCATIONS.
SECTION 05 12 00 STRUCTURAL STEEL FRAMING
7.01 SUBMITTALS
A. SHOP ORAWINGS
1. SHOP DRAWINGS FOR STEEL FABRICATIONS SHALL SHOW
DETAILS OF MEMBERS.INCLUDING CONNECTIONS. SIZES,
SPACING OF BOLTS AND WELDS. THEY SHALL SHOW THE
MARKING AND POSI110N OF EACH MEMBER, ERECTION PLANS
AND THE LIMITS OF PAINT APPUCATIONS. A COMPLETE
ANCHOR BOLT/ROD SETTING PLAN FOR THE EXECUTION OF
THE WORK SHALL BE SUBMITTED.
2. SHOP DRAWINGS AND CALCULATIONS FOR TEMPORARY
SHORING AND BRACING SHALL BE SUBMITTED FOR REVIEW.
THE SHOP DRAWINGS SHALL SHOW LAYOUT, SIZE OF MEMBERS
ANO CONNECTION DETAILS. CALCULATIONS SHALL SHOW ALL
STRESSES IN MEMBERS AND CONNECTIONS, FROM DEAD, LIVE,
AND LATERAL LOADS IN ACCORDANCE WITH THE
REQUIREMENTS OF THE CBC CURRENT GOVERNING EDITION.
SHOP DRAWINGS AND CALCULATIONS FOR TEMPORARY
SHORING AND BRACING SHALL BE STAMPED AND SIGNED BY A
CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA.
B. CERTIFICATES OF COMPLIANCE
1. STRUCTURAL STEEL
A. THE CONTRACTOR SHALL PROVIDE MILL CERTIFICATES FOR
EACH GRADE OF STEEL FOR EACH HEAT TO 8E USED ON
PROJECT AND CERTIFY THAT PRODUCTS MEET OR EXCEED
SPECIFIED REOUIREMENTS.
B. MILL CERTIFICATES SHALL INCLUDE NAME OF MILL,DATE
OF ROLLING, DATE OF SHIPPING,ULTIMATE TENSILE
STRENGTH, YIELD STRENGTH, AND PERCENT OF
ELONGATION.
C.MILL CERTIFICATES SHALL BE FURNISHED WITH EACH LOT
OF MATERIAL SHIPPED TO THE SITE AND SHALL BE SIGNED
BY THE CONTRACTOR WHICH WILL SERVE TO CERTIFY THAT
ALL STRUCTURAL STEEL MATERIALS INSTALLED COMPLY
WITH SPECIFIED REQUIREMENTS.
2. WELDING MATERIAL
A.THE CONTRACTOR SHALL PROVIDE MANUFACTURER'S
CERTIFICATES OF COMPLIANCE FOR ALL ELECTRODES,
FLUXES AND SHIELDING GASSES TO BE USED AND CERTIFY
THAT THE FILLER METAL MEETS THE SUPPLEMENTAL NOTCH
TOUGHNESS REQUIREMENTS, AS APPLICABLE.
3. WHEN MILL CERTIFICATES CANNOT BE PROVIDED OR DOES NOT
SUPPLY REQUIRED SUPPLEMENTAL CERTIFICATIONS, THE
CONTRACTOR SHALL HIRE A PROFESSIONA�TESTING
LABORATORY TO VERIFY COMPLIANCE OF EACH T1PE OF
MATERIAL TO BE USED AND PROVIDE LABORATORY TEST
REPORTS. THE COST OF TESTING SHALL BE PAID FOR BY
THE CONTRACTOR.
C. LABORATORY TEST REPORTS
1. LABORATORY TEST REPORTS SHALL SHOW THE NAME OF
TESTING AGENCY, DATE OF TESTING, TYPES OF TESTS
PERFORMED AND SHALL 8E SIGNED BY A PRINCIPAL OF THE
TESTING AGENCY WHO IS A REGISTERED CIVIL ENGINEER IN
THE STATE OF CALIFORNIA.
2. WHEN REQUIRED BY OTHER PORTIONS OF THESE
SPECIFICATIONS, LABORATORY TEST REPORTS SHALL BE
SUBMITTED FOR EACH TYPE OF STEEL FOR EACH HEAT TO
SHOW COMPLIANCE WITH APPROPRIATE ASTM STANDARDS AND
THESE SPECIFICATIONS.
D. WELDING PROCEDURE SPECIFICATIONS(WPS)
1. WELDING PROCEDURE SPECIfICATIONS FOR ALL PREQUAUFIED
JOINTS SHALL BE SUBMITTED PER AWS D1.1, CLAUSE 3 AND
REVIEWED PRIOR TO BEGINNING FABRICATION.
NON-PREQUALIFIED JOINTS SHALL BE QUALIFIED PER AWS
REQUIREMENTS. WPS SHALL SPECIFY ALL APPLICABLE
VARIABLES OF AWS Dt.t, POWER SOURCE INFORMATION, AND
ELECTRODE MANUFACTURER AND TRADE NAME.
2.01 MATERIALS
A. STEEL ANGLES AND CHANNELS: ASTM A36.
B. STEEL W SHAPES AND WT TEES: ASTM A992.
C. STEEL PLATES, AND BARS: ASTM A36 OR ASTM A572, GRADE
50.
D. STRUCTURAL TUBING: ASTM A500, GRADE 8.
E. WELDING FILLER METAL ARC-WELDING ELECTRODES SHALL BE
E70 SERIES ELECTRODES FOR A36, A572 AND A992 MATERIAL.
ELECTRODES SHALL BE AS RECOM�AENDED BY THEIR
MANUFACTURERS fOR THE POSITtONS AND CONDITIONS OF
ACTUAL USE.
7. WELD METAL TOUGHNESS SHALL BE REPORTED ON THE FILLER
METAL MANUFACTURER'S CERTIFICATE OF COMPLIANCE. AI.L
FILLER METAL SNALL BE CAPABLE OF WELDS WITH A MINIMUM
CVN VALUE OF 20 FT-LBS AT 0'F.EXCEPTIONS: METAL
DECK WELDING, STAIR AND HANDRAIL WELDING, AND LIGHT
GAGE STEEL WE�DING.
BIGGS CARD05A
ASSOCIATES INC
STRUCTURAL ENGINEERS
\
863 Th• Alom�da.
San Jo�a. Callfomla G312E
4oa-z9e-eai a
ONIY TNE NOST CURRENT WET SIGNED DOCUMENTS
Cpl5iIN7E TNE PROFESSIONAI M�7RK OF BICCS CMDOSA
ASSOCIAT[S,INC. If MERE ARE ANY DIFFERF.NCC$
BETMFEN THE MOST CURRENT WCT 4GNED OOCUNENTS AND
AN1'O7HER�OQINENTS,THE MOST CURRENT NET$IGNED
DOCUMENT$SHA4 CAV[pN, BiCGS CARDOSA ASSOCIATES,
INC.IS NOT RESPONSIBLE FOR ANV NODIFICATIONS M/�E TO
IXM DOCUIIENTS BY ANYONE OTHER THAN�11E ENpNEER
0�RECORD fOR BICGS C�RDOSA ASSOGATES,INC.
Cupertino, CA
Ezp.
2.02 FABRICATION
A. THE FABRICATOR SHALL PROVI�E QUAUTY CONTROL WSPECTIONS
FOR WELDING AND BOLIING OPERATION; AND REDUCED BEAM
SECTIONS, WFiERE EXIST,PER AISC 341 APPENDIX Q SECTION Q5.
B. SHOP FABRICATE TO GREATEST EXTENT POSSIBLE.
C. LOCATE CONCRETE REINFORCEMENT AND CONFIRM FINA�
CONCRETE ANCHOR LOCAl10NS PRIOR TO FABRICATiNG PLATES,
MEMBERS OR OTHER STEEL ASSEMBLIES ATTACHED WITH
ANCHORS.
D. WELDING:
i. CONNECTIONS AND JOINTS THAT ARE PART OF SFRS, SHALL
BE WELDED IN ACCORDANCE WITH AISC 341, APPENDIX W.
2. TACK WELDS, AIR-ARC GOUGING AND FLAME CUTIING SHALL
NOT BE PERFORMED WITHOUT ADEQUATE PREHEAT OR
INCORPORATION INTO THE FINAL WELD.
3. THE FILLER METAL MANUFACTURER'S PUBLISHED
RECOMMENDAl10NS SHALL BE THE BASIS FOR DETERMINING
THE ALLOWABLE RANGE OF ESSENIIAL VARIABLES FOR A
PREQUALIFIED WPS. UNLESS NOTED OTHERWISE ON THE
PLANS,BACK-UP BARS FOR CJP WELDS SHALL 8E REMOVED
FOLLOWED BY BACKGOUGING AND BACKWELDING.
4. COATINGS AND CONTAMINATES,INCLUDING GALVANZING,MUST
BE REMOVED TO 1" MINIMUM CLEAR FROM AREA TO BE
WELDED.
2.03 FINISH
A. GALVANIZING:
1. ALL STRUCTURAL STEEL EXPOSED TO EARTH OR WEATHER
SHALL BE TREATED WITH "ZRC WORLDWIDE COLD GALVANIZING
COMPOUND"OR EQUAL PREPARE SURFACES AND APPLY
COMPOUND PER MANUFACTURER'S DIRECTIONS. APPLY
COMPOUND PRIOR TO INSTALLING STRUCTURAL STEEL.
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SEE FOUNDATION NOTES
FOR
LAGC�NG
FOR
�AGGING
FOUNDATION NOTES:
1. SEE CIVII DRAWINGS FOR GRADING,TOP OF WALL ELEVAT�ONS&STEPS,AND STATIONS.
2. SEE SHEET S4 fOR TYPICAL SECTIONS AND DETAILS.
3. INSTALL WF PILE WEBS PERPENDICULAR TO STATION LINE,TIPICAL.
4. THE SOILS ENGINEER SHALL PROVIDE A REPORT VERIFYING THE FOUNDAlION
EXCAVATIONS AND RETAINING WALL DRAINAGE SYSTEMS COMPLY WITH THE
PROJECT SOILS REPORT AND APPROVED PLANS.
5. SEE 54 FOR ADDITIONAL INFORMATION.
6. SEE S4 AT CURVED RETAINING WALL SECTIONS.
7. DATUM EL=0'-0'=EL+983.00
8. SOIDIER PILES SHALL BE COLD GALVANIZED PER PRODUCT SPECIFICATIONS
ON SHEET S2.
9. SEE TABLE FOR TOP OF PIER ELEVATION:
TOP OF PIER STATION
ELEVATION
0'-0" 0+00.00 TO 0+40.00
1'-0" 0+50.00 TO 0+80.00
3'-0' 0+90.00 TO 0+90.00
4'-0' 1+00.00 TO 2+21.31
VERIFY W/CIVIL
10. SEE S4 AT TOP OF WALL STEP LOCAl10NS.
11. +10'-0' INDICATES TOP OF�AGGING ELEVATION
+4'-0" INDICATES BOTTOM OF LAGGING EIEVATION
VERIFY ALL ELEVATIONS WITH CIVIL.
BIGGS CARDOSA
ASSOCIATES INC pFESSIp
STRUCTURAL ENGINEERS PR Nq�
�,�Q',� A Cq����
F NDA I N PLAN ��
� �g aea Tr,. Alom�da.
so� ,w... cauromia asiza 0.
408-2�6-5515 * C� 3 31 14
pJLY 1HE 405T CURRENT MFT SICNED DOCUMENTS �^M'
CONSPNTE TNE PROfE550NA�WORN OF BIGGS CARDOSA
ASSOQATES,INC. IF THERE ME ANY p�FEiENCES �f SJp `�P�'
BEPMEEN ME NOST CURREHT MET 516YD DOCUNENTS AN� 9 "`UCT"' ��
ANY OR1ER DOCUAIENTS.THE MOST CURNENT MET SIGNED �OF ``A��FO
P L A N C H E C K S E T (6/7/13) ��E����G B�CARDOSTM SSO�C1AlESfNCp b R TO
w�iM2�p�2�92�ZW2�9��.�WC San Jose Water Co. ROAD NAME Regnart Road, Cupertino, CA
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ADJACENT LAGGING
TOP
AC PAVING WHERE
OCCURS. SEE CIVIL
IMPERMEABLE CLAY
SEE SOILS REPORT
C
S
�M4�
O 1-0'
BACKFILL
CCW MIRADRAIN 6000XL DRAINAGE
BLANKET. INSTALL PER MFR'S
INSTRUCTIONS. VERIFY DRAINAGE
SYSTEM W/SOILS ENGINEER,SEE
NOTE 1
WF PILE 9 10'-0'MAX
CENTER IN PIER.
SEE TABLE FOR SIZE
REINF. �,�,
TABLE :
PILE
�PILE dc PIER
TOP Of LAGGING. SEE PLAN
TOP OF BACKFILL
VARIES. SEE CIVIL
i
TOP OF DRAINAGE BLANKET '
ac BOTTOM OF CLAY.
VERIFY W/SOILS ENGINEER
4-#`5 HORIZ BARS
CENIER IN PANEL,
TYP
�4 VERT BARS Y FROM ENDS
AND O 1'-6"MAX OC,TYP
6'THICK CONC <
. LAGGING PANEIS -
T1P,UNO �
BOTTOM OF WEEP HOI.E �
TOP OF FINISHED GRADE
EL VARIES. SEE CIVIL
TOP OF PIER EL.
SFF FOUNDATION NOTE 9
�� ON SHEET 53
U�
N
PROVIDE 1'�WEEP
HOLES 3�FROIA ENDS
AND O 2�-0"MAX OC
AT BOTTOM LAGGING
PANEL
�
J=Z
��F
L�a
�UO
IIQJ
ma
���
J
f J N
J�Q
_ �
n c�
BOTTOM OF PIER
� �
BACKFILL HEIGHT• �P�LE PIER PIER PIER
SIZE DIAMETER DEPTH REINFORCING
2'-0'TO LESS THAN 4'-0" W10x19 2'-0' 11'-0' 6-N6
4�-0"TO LESS THAN 6�-0� W10x19 2'-0' 14�-6" 6-�6
• USE TALLER BACKFILL HEIGHT AT STEP LOCATIONS
�14IES:
1. CONTRACTOR SHALL SUBMIT DRAINAGE BLANKET INSTALLATION PLAN TO SAN JOSE WATER COMPANY
FOR REVIEW PRIOR TO CONSTRUCTION.
2. LAGGINC PANEL SHOP DRAWINGS SHALL INCIUDE WEEP HOLE LOCAT10N5 IF INSERTS ARE USED.
SECTION A
�,•-�'-o• S4
i
w�����:���n..�
vw�ua vnmr�.o�.mi�soxm er,w
PIER STEP LOCATION.�
SEE PLAN
I
CONC LAGGING P/�NELS
SEE S4 fOR-� �I
DETAILS NOT I I
NOTED �
I I
I I
I I
I
I I
I I
HSS 4x4x5/te W�5/16�CAP PLATES � �
W/SEAL WELDS EACH END. �
PROVIDE LEVEL SURFACE AT PIER TOP I I
I I
I I
EL AT TOP OF_ �
ADJACENT PIER �
STEP HEIGHT I
AS REQU�RED.
SEE CIVIL F'�
�WF PILE �i i
HSS 4x4 ��p�LE&HSS I I I
��I
I�~
��I
SHOP OR CONC LAGGING ��I
FIELD V4 3-12 PANELS NOT SHOWN I��
FOR CLARITY ��
SECTION�
�.•�,•-o• S4
TOP OF PIER EL.
SEE FND NOTES
ON S3
—WF PILE
—CONC PIER
a ° �
D ��—
4d OR 2�/2" N
MIN
180'HOOK 90' BEND MAX OFFSET BENQ
D=6d FOR�3 THRU�8
D=Bd FOR{j!9 THRU�11
D=tOd FOR/14 THRU�18
PRINCIPAL REINFORCiNG
6d AT/�B AND SMALLER
BARS OR 3�MIN
D
D
6d AT{/5 OR
SMALLER BARS �
OR 12d AT�6 �
TO�8 BARS
135' HOOK 90' BEND
TIE OR STIRRUP TIE OR ST1R lf3�P
D=4d FOR�5 AND SMALLER
D=6d FOR�/6 THRU 1�8
D=8d FOR�9 THRU�11
TIES OR STIRRUPS
�44IES:
1. ALl BENDS SHALL BE MADE COLD.
2. �14 dc N18 BARS SHALL BE BEND-TESTED AND APPROVED PRIOR TO B;.NDING.
TYPICAL BAR HOOKS � BENDS� 3
No scuF S4
San Jose Water Co.
DETAIL �
3/ie•—�'—o• S4
MUM SPACING
A
S4
��
LAGGING
���WF PILE
� /
ry�Q~�.
Qti
RETAINED��
SOIL SIDE
DRILLEO PIER BELOW
3/e"x5V2'BENT 12 FULL—
SHOP OR HT OF LAGG�NG TYP AT
- �/4 4-12 FIELD,TYP PIIES AT WALL CORNERS
AND AT CURVES
SHOP OR �
FIELD,TYP i/4 4-12
3/e'x5V2'BENT k FULL
-- HT OF LAGGING TYP AT V Q�
PILES AT WALL CORNERS 2 2 c�
AND AT CURVES ���
m�2�4�
2 c��'�
ee
�����
N�tiR
��C'
NOTE:
PROVIDE MINIMUM OF THREE 4"
WELDS EQUALLY SPACED BOTH
SIDES OF BENT 12�s.
DETAIL 2
�4=,'-o• S4
�?I�P�-����3 'l�
.._... ��,.. ,.. .. __ :.,.. ;...�...
C , y:"i 1!�#'' . (i, . .�..
. ., . ..... . .V�r�►J/£'�
' � .. _
- . . _ .. . .... .,_ , , .-.. _.... ne.--,r��:�w.
_;-.,
... . . _,. '� : , f.. ..,''. .
LAP SPLICE SCHEDULE
f'c=3000 PSI f'c=4000 PSI
BAR SIZE
BOTTOM TOP 80TTOM TOP
�3 16� 18` 16" 16"
�k4 18' 24" 16" 24'
�5 24" 30' 24" 30"
�6 36' 42' 30" 36'
#7 4Y 54` 36" 48�
�8 54" 72" 48" 60"
�9 66� 84" 60° 78"
jJ10 78" 102' 72' 90'
�11 96" 120' 84" 108"
�4I�5�
1. LAP SPLICE LOCATIONS SHALL BE APPROVED BY TNE ENGINEER.
2. THE TOP BAR lAP SPLICE SHALL BE USED FOR HORIZONTA�BARS WHERE THERE IS 12"
OR�AORE OF FRESH CONCRETE BELOW THE BAR. WALL HORIZONTAL BARS ARE'TOP BARS'.
WALL VERTICAL BARS ARE'BOTTOM BARS'.
3. WHEN TWO BARS OF DIFFERENT SIZES ARE SPLICED,USE THE SHORTER LAP LENGTH.
4. STAGGER LAP SPLICES OF ADJACENT BARS 8Y 24".
5. MINIMUM CENTER TO CENTER BAR SPACING: 3"FOR rY6 AND SIAALLER, 5"FOR�7 AND
LARGER. INCREASE LAP LENGTH BY A fACTOR OF 1.7 FOR SMALLER SPACING,BUT NO
LESS THAN 7V2'CLEAR DISTANCE FOR�8 AND SMALLER; AND 2V2"CLEAR DISTANCE FOR
�9 AND LARGER.
LAP SPLICE SCHEDULE_�
No scntF S4
BIGGS CARDOSA
ASSOCIATES INC pfESSlp
STRUCTURAL ENGINEERS �`Q��p �q Ho Fy
�- R
y�P �2
666 Th• Alam�da,
San Jow. Collfornta Y3126
406-298-5515 'f �y� 3 31 14 �`
ONIY TME MOST CURRENT NfT SICNED DOCUNENTS —T'
CONSnNTE THE PROFESSIONAI MVNN 0�BIGGS CARDOSA �
ASSOCIATES.INC. IF THERE ARE ANY DIFfER�NCES `rq SjRUCN�P(��P
AN 07HER DOCUYE SR TNE OST C(URRENT WE�T SIGN DD �OF �`A`�`O� �
P L A N C H E C K S E T (6/7/13) �R��OGIMEN�TS BY�B YON���I�IER�µ�5 O EC C��T°
er
ROAD NAME Regnart Road, Cupertino, CA
CONC LAGGING PANELS,
TYP REINF NOT SHON?J
FOR CLARITY � _
AS—BUILT STAMP
��
�AGGING
S�RETAINED
SOIL SIDE
PIER BELOW
/-Pc WF PILE
_�
�TOP OF WALL
SiEP LOCATION,
SEE FOUNDATION
I NO?ES
TOP OF WALL
PER CIVIL
�
I WF PILE.
� SEE PLAP1
�
I
I
I TOP OF WALL
� PER CiVIL
I I
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I I
I I
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REGNART HEIGHTS STAT/ON
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