HomeMy WebLinkAboutStaff Report 6.B 09/14/2015 Part 37
FLOATHOUSE SMALL CRAFT RENTAL CENTER &
CAVANAGH LANDING PARK RESTROOM PROJECT
150 WELLER STREET PETALU MA C A 94952
7
GENERAL NOTES: SHEET INDEX OVERALL DOCK PLAN SCALE: 2" = 1' -0" FLOATHOUSE PERSPECTIVE
1. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS AND REGULATIONS BEARING ON THE WORK
AND SHALL NOTIFY THE ARCHITECT IF THE DRAWINGS AND /OR NOTES ARE AT VARIANCE
THEREWITH.
2. CONTRACTOR SHALL INVESTIGATE ALL FIELD CONDITIONS PRIOR TO SUBMITTING BID.
ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR REVIEW AND / OR
CLARIFICATION PRIOR TO PROCEEDING WITH THE FORK.
3, CONTRACTOR SHALL NOT CONSIDER PLANS COMPLETE UNIT BUILDING PERMIT IS ISSUED,
4. DETAILS OF CONSTRUCTION NOT SHOWN OR NOTED SHALL BE CONSIDERED OF THE SAME
CHARACTER SHOWN FOR SIMILAR CONSTRUCTION.
5. THESE PLANS ARE NOT INTENDED TO SHOW THE METHOD AND MEANS OF EXECUTION OF THE
WORK WHICH IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
6. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW AND FAMILIARIZE HIMSELF
WITH THE CONTRACT DRAWINGS, SPECIFICATIONS, AND SITE CONDITIONS PRIOR TO STARTING
CONSTRUCTION. IT SRALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
CONTACT THE IT PRIOR TO PERFORMANCE, IF ANY CONFLICT EXISTS BETWEEN
PORTIONS OF THE CONTRACT DOCUMENTS AND /OR ANY SITE CONDITIONS.
7. ALL SUBCONTRACTORS SHALL BID AND PERFORM THEIR WORK LASED ON COMPLETE SETS OF
PUNS. R IS THE RESPONSIBILITY OF THE SUB - CONTRACTOR TO NOTIFY THE GENERAL
CONTRACTOR OF ANY POSSIBLE CONFLICTS BETWEEN PORTIONS OF THE DRAWINGS
AND /OR SPECIFICATIONS.
8. ALL NEW CONSiRUCT10N SHALL BE GOVERNED BY APPLICABLE CODES AND ORDINAIICES
OF THE CITY OF PETALUMA AND IT SHALL BE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR TO ENSURE FULL COMPLIANCE.
9. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANIES PRIOR TO SIARTING
WORK AND SHALL BE RESPONSIBLE FOR KEEPING THESE UIIUTY C01,1PAMES OF HIS WORK
10. THE OWNER, Bf ACCEPTING THESE PLANS, AGREES TO ASSUME LIABILITY AND TO HOLD THE
ARCHITECT BLAMELESS FINN DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND
UTILITIES, STRUCTURES AND /INN HAZARDOUS MATERIALS DISCOVERED AT THE SITE.
11. THESE DRAWINGS SHALL k0T BE SCALED. ALL WORK SHALL BE GOVERNED BY THE
DIMENSIONS INDICATED ON THE DRAWINGS. ANY DISCREPANCIES SIAl BE BROUGHT TO THE
ATTENTION OF THE CONTRACTOR AND OWNER. ALL DIMENSIONS RELATED TO EXISTING
CONDITIONS SW41 BE VERIFIED BY THE CONTRACTOR.
12. CONTRACTOR SHAL COORDINATE ALL EQUIPMENT AND FIXTURE REQUIREMENTS WITH ARCHITECT,
13. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE LOCATION OF PROPERTY LINES AND /
OR EASEMENTS AND THE PRESENCE OF UTILITIES.
ARCHITECTURAL :
AD GENERAL SHEET & GENERAL INFORMATION
Al FLOOR PLAN, EXTERIOR ELEVATIONS & SECTION
A2 CAVANAGH LANDING RESTROOM SITE PLAN, FLOOR PUN & EXTERIOR ELEVATION
CARL DRAWINGS:
C -1 CONTEXT PLAN
C -2 DDCKIO AREA PLAN
C -3 SECTIONS
PROJECT DIRECTORY
OWNER
PETALUMA SMALL CRAFT CENTER, P.O. BOX 156, PETALUMA CA, 94953
GREG SABOUMN, EXECUTIVE DIRECTOR
PHONE: (707) 293 — 3665
ARCH
MAD ARCHITECTURE
MARY DOOLEY ARCHITECT
145 KELLER ST.
PETALUMA, CA 94952
PHONE: 707.765.9222
CIVIL ENGINEER
STEVEN J. LAERANCHI & ASSOCIATES INC
PETALUMA THEATRE SQUIRE
140 SECOND STREET, SUITE 312
PETALUMA CALEORNIA 94952
PHONE: (707) 762- 3122
FAX: (707) 762 -3239
WILDLIFE & BIOLOGICAL CONSULTANTS
DANA RIGGS , WRA ENY"VENTAL CONSULTANTS
2169 - G SAN RAFAEL., CA 94901
PHONE: (415) 454 - 8668 X 123
BUILDING AND SITE DATA I SCOPE OF WORK I
ZONING: CENTRAL SPECIFIC PLAN AREA : CIVIC PARK / FLOODWAY
THE PETALUMA SMAl CRAFT CEHfER (PSCC), A LOCAL NONPROFIT, IS PROPOSING TO BUILD
USE: RECREATION FACILITY
AND OPERATE THE FLOATHOUSE SMUT CRAFT RENTAL CENTER, A DDCK - BASED BOAT RENTAL
BUSINESS IN TIE OWN PETALUMA TURNING BASIN. THE PROPOSED PROJECT INCLUDES
PARKING: 1 REWIRED , 6 PROVIDED
THE CONSTRUCTION OF APPROXIMATELY 1701 OF NEW DOCKS WITH BOAT STORAGE AND A
426 SQUARE FOOT FLOATING OFFICE CONNECTED TO THE EXISTING CITY COMMERCIAL DOCKS.
FLOAT HOUSE SQUARE FOOTAGE : 426 SQUARE FT.
PSCC WILL ALSO BUILD A NEW 143 SOME FOOT RESTROOM WITH SHOWER TO BE LOCATED
AT CAVANAGH LANDING PARK AND DONATED TO THE CITY OF PETALUMA
RESTROOM SQUARE FOOTAGE : 143 SQUARE FT.
CAVANAGH LOT SQUARE FOOTAGE 3870 SO, Fr.
NEW CONSTRUCTION LOT COVERAGE SOME FEET 215 SQUARE FEET.
TOTAL LOT COVERAGE OF NEW DEVELOPMENT = 69
CODE COMPLIANCE INFORMATION I DRAWING SYMBOLS
THE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH:
2013 CALIFORNIA BUILDING CODE (BASED ON 2009 INTERNATIONAL BUILDING CODE)
PART 2, TITLE 24, CALIFORNIA CODE OF REGULATIONS.
2013 CALIFORNIA ELECTRICAL CODE (BASED ON 2006 NATIONAL ELECTRIC CODE)
PART 3, TITLE 24, CALIFORNIA CODE OF REGULATIONS,
2013 CALIFORNIA MECHAICAL CODE (BASED ON THE 2009 UNIFORM MECHANICAL CODE)
PART 4, TIRE 24, CMIFORNU CODE OF REGULATIONS
2013 CALIFORNIA PLUMBING CODE (BASED ON 2009 UNIFORM PLUMBING CODE)
PART 6, TITLE 24, CALIFORNA CODE OF REGULATIONS.
2013 CALIFORNIA ENERGY CODE, PART 6, TITLE 24, CAUFORNU CODE OF REGULATIONS.
20U CALIFORNIA FIRE CODE (BASED ON THE 2009 INTERNATIONAL FIRE CODE) PART
9, TIRE 24, CALIFORNIA CODE OF REGULATIONS.
2013 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11 CALIFORNIA CODE OF
REGULATIONS.
AND ALL LOCAL CODES AND ORDINANCES THAT ARE APPLICABLE TO THIS PROJECT.
APPLICABLE STANDARDS.
UL - UNDERWRITERS LABORATORIES FIRE RESISTryE DIRECTORY &BUILDING MATERILS
IABORATOPoES 5M4CkA -FIRE, SMOKE & RADIATON DAMPER INSTALL ON GUIDE
FOR WAC SYSTEM, CURRENT EDITION
CONTOUR _ - % ----
DIVERSION .` %,_%. �
BUILDING SECTION SYMBOL
DETAIL MIMBER TO BE REFERENCED
SHEET NUMBER TO BE REFERENCED x
FLOATHOUSE —jam
II
NEW
II
J
NORTH ARROW HEAVY
LINE INDICATES NORTH NORTH
CENTER LINE -
PROPERTY LINE --- NORTH
HIDDEN / CONCEALED LANE
ROOM NAME BER
PARTITION
ATTACHMENT 10
SITE MAP
VICINITY MAP
C? l
145 KELLER STREET
PETALUMA, CA 94952
TEL 707 - 765 -9222
WWW.MADARC.COM
MAD PROJECT 1:
CLENI PROJECT 1
Issued for: Rev: Dote:
o'or SPAR 5/8/14
COMPLETENESS SUB RTAL 9/9/14
Seals & Signatures:
This document and the information
contained herein are the property
of MAD Architecture.
Unauthorized use, copying, discosum or
pubtica0on by any method Is prohibited
without the written approval
of MAD Architecture.
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145 KELLER STREET
PETALUMA, CA 94952
TEL 707 - 765 -9222
WWW.MADARC.COM
MAD PROJECT g:
CLIENT PROJECT /
Issued for: Rev: Dote:
Major SPAR 548/14
COMPLETENESS SUBMITTAL 9/9/14
Seals & Signatures:
This docwnent and the hdorn -eft.
contained herein are the property
of MAD Architecbue.
Unautborized use, wpying, disdowre or
publication by any method is prohibited
witlwutthe writt pprovaI
of MAD Architecture.
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145 KELLER STREET
PETALUMA, CA 94952
TEL 707 - 765 -9222
WWW.MADARC.COM
MAD PROTECT 8:
CLIENT PROJECT i
Issued for: Rev: Date:
Major SPAR
COMPLETENESS SUBMITTAL 9/9/14
Seals & Signatures:
7Hs document and the information
contained herein are The property
of MAD AmMectme.
UnauQwdzed use, copying, disdowre or
publication by any method is pmMbited
without the written approval
of MAD ArUnitecture.
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145 KELLER STREET
PETALUMA, CA 94952
TEL 707 - 765 -9222
WWW.MADARC.COM
MAD PROJECT 1:
CUENT PROJECT If
Issued for. Rev: Date:
o'or SPAR 5/8/14
COMPLETENESS SUB ITTAL 9/9/14
Seals & Signatures:
This dmment and the Information
contained herein are the property
of MAD An hitecture.
Unauthorized use, copying, disd.sure or
pubiica0on by any method is prohibited
without the written approval
of MAD Architecture.
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145 KELLER STREET
PETALUMA, CA 94952
TEL 707 - 765 -9222
WWW.MADARC.COM
MAD PROJECT 1:
CUENT PROJECT If
Issued for. Rev: Date:
o'or SPAR 5/8/14
COMPLETENESS SUB ITTAL 9/9/14
Seals & Signatures:
This dmment and the Information
contained herein are the property
of MAD An hitecture.
Unauthorized use, copying, disd.sure or
pubiica0on by any method is prohibited
without the written approval
of MAD Architecture.
AP # 007 -142 -018
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JOB: PSCC -TUR
JOB N. 121551
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JOB: PSCC -TUR
JOB N. 121661
SHEET
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34 32.5'* 34 34 32.5'* 34
32 32 32 32
30 ---E"LALD0 30 30 U 30
28 28 28 28
26 26 26 26
24 APRM 24 24 0 24
22 22 22 22
20 20 20 20
18 IB 18 18
6 16 16 16
14 4 14 14
12 _ — _ 12 12 — —' — 1 12
10,E 70 10 10
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6 6 6 6
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-8 -8 -8 _ — — — -8
-10 _ — — – -10 -10 – -10
SECTION A SECTION A
AVERAGE HIGH TIDE MAXIMUM LOW TIDE
SCALE: 1' =IO'H & V SCALE: 1' =1dH & V
22 21.31 22
20 20
18 18
16 16
14 14
12 12
10 10
8 8
6 6
4.31
4 18' 18' 4
2 2
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FLOATHOUSE SECTION FLOATHOUSE SECTION
SOUTH ELEVATION SOUTH ELEVATION
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SCALE: 1' =5'H & V SCALE: 1' =5'H & V
NOTES
1. VERTICAL DATUM: ARMY CORP OF ENGINEER'S BENCH (HARK NO. S.
TOP OF BRASS DISK ON THE WEST WALL NORTH OF THE WASHINGTON
STREET BRDGE. ELEVATION = 14.80 NGVD 1929. THE JOB BENCH
MARK IS A FOUND PI( NAIL IN THE ASPHALT PARKING LOT OF THE
RIVE PLAZA SHOPPING CENTER SET BY JOHN FITZGERALD. P.L.S. IN
JUNE OF 2012. ELEVATION = 11.32 NGVD 1929.
2. THE UNDERWATER GROUND PROFILE IS BASED ON MEASUREMENTS
TAKEN BY JOHN FITZGERALD, P.L.S. IN OCTOBER 2012. THE FIELD
NOTES ATE ONN RECORD IN THE OFFICE OF STEVEN L LAFRANCHI AND
3. THE VERTICAL DATUM FOR THE WATER SURFACE ELEVATIONS SHOWN
IS NGVD 1929. TO CONVERT TO MLLW DATUM (TIDAL) ADD 2.9 FEET.
4. AVERAGE HIGH TIDE: 2.8 FEET (NGVD 1929) EQUALS 5.7 FEET
(MLLW).
5, MAXIMUM LOW TIDE: -4.6 FEET (NGVD 1929) EQUALS -1.7 FEET
(MLLW).
6. THE FLOATHOUSE DOCK TWLL BE CONSTRUCTED USING ALUMINUM
FRAMING WITH A COMPOSITE DECKING. THE ESTIMATED DEAD LOAD
FOR THE DOCK AND THE BUILDING WILL DRAW THE DOCK
APPROXIMATELY 2 FEET BELOy/ THE WATER SURFACE. FINAL �#ESS4q
CALCULATIONS TO BE DETERMINED. �p
7. BOATHOUSE ELEVATION PROVIDED BY MARY DOOLEY, THE PROJECT
ARCHITECT.
e. AP YEAR FLOOD ELEVATION IS BASED ON PRELIMINARY RTE DATED ¢ H 4✓7802 a
APRIL 30, VERTICAL ELEVATION SHOWN (6.9 FEET) R CONVERTED FROM * � 00-8o-i4
1988 VERTICAL DATUM (10.0 FEET) TO 1927 VERTICAL DATUM (7.3
FEET). `Pl CI 1l �Q
qJP OF CAEIV�Q�
REVISIONS BY
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JOB: PSCC -lUR
JOB No: 121561
SHEET
3
OF .3 SHEETS
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DATE: 2014,05,05
SCALE: AS SNOWN
DESIGN: SJL
DRAWN: EJM HSM
CHECK: SJL
JOB: PSCC -lUR
JOB No: 121561
SHEET
3
OF .3 SHEETS