HomeMy WebLinkAbout37214-Z FOt,f Town of Southold Annex 6/23/2012
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P.O.Box 1179
fa/J
54375 Main Road
$
oy �, Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 35773 Date: 6/23/2012
THIS CERTIFIES that the building OTHER
Location of Property: 12700 Sound Ave, Mattituck,
SCTM#: 473889 Sec/Block/Lot: 141.4-26
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
5/4/2012 pursuant to which Building Permit No. 37214 dated 5/14/2012
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"In kind"repair of an existing Handicap Ramp as applied for.
The certificate is issued to Mattituck Presbyterian Ch
(OWNER)
of the aforesaid building. .
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Aut ed gnatur
p�SUFFot�� TOWN OF SOUTHOLD
v
� BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
dap\-
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 37214 Date: 5/14/2012
Permission is hereby granted to:
Mattituck Presbyterian Ch
PO BOX 1411
Mattituck, NY 11952
To: In kind" repair of an existing Handicap Ramp as applied for
At premises located at:
12700 Sound Ave, Mattituck
SCTM # 473889
Sec/Block/Lot# 141.-4-26
Pursuant to application dated 5/4/2012 and approved by the Building Inspector.
To expire on 11/13/2013.
Fees:
NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00
CO -COMMERCIAL $50.00
Total: $300.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD.
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
Thus-application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with aceurate'location of all buildings,property lines, streets,and unusual natural or
topographic features_
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. "Swom statement from plumber certifying that the solder used.in system contains less than 2110 of 1% lead. .
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance•from architect or engineer responsible for the building.
.6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2_ A properly cgmpleted application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-.New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00, Additions,to accessory building$50.00,Businesses$50.00_
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate o€.Occupancy-$_25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy -Residential $1.5.00,Commercial$15.00
Date. S. y — f Z
New Construction: ll Old or Pre-existing Building: ' (check one)
Location of Property: l onQD SDkN d' A-U`e,
House No. Street Hamlet
Owner or Owners of Property: 1�.CL � .�b t/1.`-e rip _ c'6G;^ /
Suffolk County Tax Map No'1000, Section 1 , Block Lot (
Subdivision Filed Map. Lot:
Permit No.- 3 �a y Date of Permit. 5—1 1 Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 5D
pplicant Signature
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION '
[ ] FOUNDATION 1 ST [ ] ROUGH:.PLBG.
[ ] FOUNDATION 2ND [ ] IN LATION
[ ] FRAMING/STRAPPING [!.,FINAL ,
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY SPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: J
Ll
DATE INSPECTOR
FIELDINSPECTION REPORT DATE COMMENTS
Fou"AnoN(1ST)
- -------------------------------
FOUNDATION(2ND)
D
�co�
ROUGH FRA Q & y
PLUMBING V
C
INSULATION PER N.Y. �
H
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
O
1
P" tV
TOWN OF SOUTTIOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. 3 7e�/C� Check
Septic Form
N.Y.S.D.E.C.
D E C E U E Trustees
Flood Permit
Examined S 20� Storm-Water Assessment Form
r
MAY - 4 2012 Contact: Robert Stromski AIA
6
Approved d- ,20/Z Mail to:P.O. Box 1254
Disapproved a/c BLDG.DEPT. Jamesport, NY 11947
TOWN OF SOUTHOLD
Phone:631-779-28332,
Expiration 20 J (- Jam-1� ✓ O �o��1p
_�&Bui ding Inspector
APPLICATION FOR BUILDING PERMIT
Date May 3 92012
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
P.O. Box 1254 Jamesport, NY 11947
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
STROMSKI architecture, p.c. -Architect
Name of owner of premises Mattituck Presbyterian Church
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
Robert Stromski AIA, LEED AP - President
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
12700 Old Sound Avenue Mattituck
House Number Street Hamlet
County Tax Map No. 1000 Section 141 Block 04 Lot 26
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Community Theater
b. Intended use and occupancy Community Theater
3. Nature of work(check which applicable):New Building ❑ Addition❑ Alteration❑
Repair ❑✓ Removalf=3Demolition❑ Other Work-Re-construct Existing Ramp
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor N/A
If garage, number of cars N/A
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Theater-Assembly
7. Dimensions of existing structures, if any: Front 49.6 Rear.48.2 Depth 81
Height Number of Stories 2
Dimensions of same structure with alterations or additions: Front 49.6 Rear 48.2
Depth 81 Height Number of Stories 2
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 50 Rear 54 Depth 130
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X
13. Will lot be re-graded?YES❑ NOELWill excess fill be removed from premises?YESEL NOn
to 1� ,► ly 11
14.Names of Owner of premises Mattituck Presbyterian Church AddreSSM 4jT,7DUC !Ay 1155E Phone No.
Name of Architect STROMSKI architecture, P.C. Address PO Box 1254 Jamesport,NY 11947 phone No 631-779-2832
Name of Contractor STROMSKI architecture, p.c. Address PO Box 1254 Jamesport,NY 11947 phone No. 631-779-2832
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES]::] No
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES 0 NO❑✓
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property?.* YES ❑ NO F1
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
STROMSKI architecture, p.c. (Robert Stromski) being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Architect and agent
(Contractor,Agent, Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Swot}to befor a this
day of 20/,-�, -
JANE E STROMSKI
�ir� NOTARY P'a 01
IC
Notary C 01 ST4640 r
QUALIFIES?SUFFOLK COU 31 0 Signature o licant
TERM EXPIRES DE IBER
ice'
STRZOMSKI .
architecture,p.c.
P.O.BOX 12S4 JAMESPORT,NY 11947
0 4A' SURVEY OF
PHONE(631)779-2832 FAX(631)779-2833
T
.
SITUATE Replacement of Existing
O
MATTITUCK ADA Ramp For:
so
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK North Fork
A I!
0or S.C. TAX No. 1000-141-04-26 Community
OF? • -17' SCALE 1"=30'
A:
Theater
t; 0
t 011
-- AREA = 6,683 sq. ft.
co 0.153 tic.
12700 Old Sound Avenue
Mattituck, New York
OCL bL
rn SCTM#
E ILA CER TIFIED TO:
CL �9 NORTH FORK COMMUNITY THEATER SEAL
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Ell
to
It tar-
In t rD
20
INFORMATION TAKEN FROM
SURVEY DONE BY NAT14AN
TAFT CORWIN III DATED
20 10-4-2009
.4,4.
SI
OF IN
ox
C • W
L• %.t 0 Copyright 2011.SIROMSIQ archit—ture,p.c.All
b. CL rights
reserved.The Architect reserves the right to
EXISTING WOOD PJti design in its entirety or any portion
VIP TO 5 Unauthorized alteration of these dI,cureerrtr is a
REPLACED LIKE-IN-KIND violation of the NewYork State Education Law.III—
drawings and specifications are an instrument of service
and:=pro of the chi=,a,��ca io=o n
Ln and beir y
0 Os project,except by written permission of the Architect.
IPROJECT NO. 10-CM006 I
SCALE AS�D-- 5/3/12
c1cGCS DRAWN BY RS CHECKED BY RS
FPSSI;'Tsj-iiIAN
TITLE
THE DaSMCE OF II of WAY
AN
D/OR OF III IF
Na�ISHOWN ME NOT GUARANTEED. SITE
PLAN
SHEET
SP- 1
n,yd
2' X b' ACQ BOX
BEAM architecture,p.c.
i
EXISTING EXIT DOOR
TO REMAIN % 'v (2) 2' X 6' A (3) 2" X 6' A (2) 2' X 6' A "v
/ FLUSH GIRDER DROP GIRDER DROP GIRDER ///
% i %/// /,/ / /////, P.O.BOX I254 JAMESPORT NY II947
PHONE(63I)779-2832 FAX(63I)779-2833
EXISTING RAMP UP _I I I� 4
2' X 6' DECK JOIST iI' I 4
A-I 2' X 6' DECK JOIST 7n @ 12 O.C. V-1
2" X 6' DECK JOIST I I A-I
@ 12 O.C. �^ @ 12 O.C.
2" X 6" DECK JOIST
L— — — —— — — — — —— — — —— — — — — — — — — - - - - - - - -J- JJ� _ @12 O.C. -
I v
T--]— — — — _ _ J� 1", -
2' X 6' ACQ BOX 12" X 8' GRADE BEAM LINE OF �-PROVIDf DECK JOIST LINE OF I 1 PROVIDE FLUSFI MOUNTED TfCO
DECK ABOVE MANGERS AT FLUSH GIRDERS AND
BEAM WITH TWO 10" DIAMETER RAMP ABOVE ON EACH SIDE OF _ _____-- ] BOX BEAM TYPICAL ALL JOISTS
EXISTING ASPHALT EXISTING RAMP TO PIERS FOR RAMP BOTTOM POST TYPICAL
TO REMAIN � BE RECONSTRUCTED �10' DIAMETER POURED CONCRETE
8'-I I/4' 7'-10' 7-8 1/2'1/2' b'-1' 3 I/4' PIER FOOTING 36' BELOW FINISH
GRADE MINIMUM OR TO
4' X 4' ACQ I VST WITH UNDISTURBED SOIL (TYPICAL ALL)
AB44 P05T ANCHOR TOP OF PIER TO BE FLUSH WITH
5 (PROVIDE 1/2' ANCHOR BOLT) ROUGH GRADE
A-I PROVIDE GIRDER TO POST
CONNECTORS AT TOP OF POST.
TYPICAL ALL
Replacement of Existing ADA
Ramp For:
i DEMO PLAN Scale: 1/4' = 1'-0' 2 PIER AND FRAMING PLAN scale: 1/4' I'-O'
A-I A-I North Fork
Community
Theater
GENERAL NOTES:
MATERIAL NOTES
I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY 11. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND 514ALL BRING
AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT
SHALL SUPERSEDE THESE DRAWING6. PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL A55UME RAMP/ PLATFORM CON5TRUCTION
RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION
2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN 5/4" X 6' 'RELIABORD' DECKING BY 71MBERTEC
AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. OBTAINED. 2' X 6' A.C.Q. TREATED DECK JOISTS AT 12' ON CENTER
3. THE ARCHITECT'S APPROVAL AfPPLIES ONLY TO THIS PLAN's STRUCTURAL 12. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SMALL 2' X b' A.C.Q. TREATED GIRDER SEE PLAN FOR NUMBER OF PLIES
CONFORMANCE WITH THE NEW YORK; STATE BUILDING CONSTRUCTION CODE. DECIDE ON AN ACCESS POINT TO THE 517E AND WHERE ON THE SITE TO 4' X 4' A.C.Q. TREATED POSTS 940 Oak Drive
THE CONTRACTOR IS TO VERIFY AL-L CONDITIONS AND DIMENSIONS BEFORE STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE Southold, New York
STARTING CONSTRUCTION AND SHAILL BE RESPONSIBLE FOR SAME. SITE DUE TO CONSTRUCTION. FOUNDATION CONSTRUCTION
ii./�''i/i�r�r/i��ir%iiii/r........../ri%!/iiii% S.C.T.M.#I000-80-2-8
4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY 13. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND
MINIMUM. PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. 10' DIAMETER POURED CONCRETE PIERS (BOTTOM OF PIER TO BE 30 / EXISTING EXIT DOOR
BELOW GRADE) REVISIONS
5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS 14. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE PROVIDE 1/2' ANCHOR BOLTS FOR METAL POST ANCHOR CONNECTIONS AT 24' MIN.
AND GARAGE SLABS SHALL BE 35M psi AT 28 DAYS MINIMUM DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY EACH PIER O'VIDE HANDRAIL O
IN WHICH THE PROJECT IS LOCATED. EXTENSIONS BEYOND p-0"
6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. EDGE OF RAMP 12'
E=1,600,000 psi AND fb= EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS 15. IF DURING THE COURSE OF CONSTRUCTION A SITUATION IS ENCOUNTERED
TO HAVE AN E-11800,000 psi AND AN fb-2,400 psi. ALL LAMINATED VENEER WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE — O
LUMBER HEADERS AND BEAMS TO (HAVE AN E-1,900,000 psi AND AN fb=2,600 CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE 34' HIGH HANDRAIL
psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E=2,000,000 psi AND AN IN CONSTRUCTION DETERMINATION. 4 / 4 O
fb=2,900 psi. -RE-CON�TRUCTW RAMP UP \
7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS A-I (I:10 SLOPE) fl �Q�I I AI79
RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON 340141 , 1 ' �, O
PLANS.
8. PROVIDE 42' NIGH GUARDRAILS WHENEVER DECKS OR STOOPS EXCEED 30'
TYPICAL
ABOVE GRADE. RAILING SHALL BE IBUILT 50 AS NOT TO ALLOW THE PASSAGE 42' HIGH GUARDRAIL O
OF A 4' SPHERE THROUGH ANY OPENING. 1'-0' —
9. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. DESIGN LOADS O
3 1/4' T-10' 7'-10' T-10' 5'-11 1/2' 3 1/4'k142' HIGH GUARDRAIL. O
_ RAILING MUST BE
10. ALL 'U5P' HANGERS TO BE ATT/AC14ED WITH MANUFACTURER SPECIFIED USE LIVE LOAD 1LB/SQFT.1 DEAD LOAD 1LB/SQFTJ CONSTRUCTED 50 AS NOT
-6"
FASTENERS. PROVIDE APPROPRIATE COATED MANGERS WHEN23'-6' 6' TO ALLOW A FOUR INCH
USED IN SPHERE TO PASS THROUGH O
CONNECTION WITH TREATED MATERNAL DECKS 100 10
5 RMAM RMM WATER RUNOFF O
A-I PURSUANT T2 CHAPTER 236 0
OF THE TOWN CODE.
APPROVED AS kNX"W D 0
DATE_ D O
-� OFEE ,0 BY..�,6 �'
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 3 RAMP PLAN Scale: 1/4' = P-0' NOTIFY BUILDING DEr,4 MFNT AT O
7o5-18C2 8 AM TO 4 PM, FOR THE
SUBJECT TO DAMAGE FROM ICE SH FOLLOWING INSPECTION '
IELD A-I O
GROUND WIND SPEED SEISMIC WINTER DESIGN FLOOD S
UNDERLAYMENT 1. FOUNDATION -TWO P,. OUIRED O
SNOW LOAD (MPH) DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS FOR POURED CONCf'E1 E
2. ROUGH•FRAMING.PL'JM6!N3,
20 120 B SEVERE 36+ MODERATE SLIGHT TO 11 YES N/A STRAPPING, ELECTRICAL &CAULKING
TO HEAVY MODERATE SEAL
3. INSULATION
4. FINAL•CONSTRUCTION 8 ELECTRICAL
MUST BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE F^ �
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR c� F ,zz yr ''0;.,
DESIGN OR CONSTRUCTION ERRORS. 4� r a
OCCUP NCY OR
I�H IS UNLAWFUl' , 02916`� �oP
CEO d If-l1.;- >� c� OF NE`
�y
� 6 o u J A��C Copyright 20I2.STROMSKI architecture,p.c.All rights
reserved.The Architect reserves the right to reproduce this
PLATFORM TO BE CONSTRUCTED 50 design in its entirety or any portion thereof.Unauthorized
alteration of these documents is a violation of the New York
THAT THERE 15 A MAXIMUM State Education Law.These drawings and specifications are
ELEVATION CHANGE AT THE DOOR
SILL NO GREA rER THAN 1/2' 42' HIGH COM ITE RAILING KIT T instruawingsof serve and are the property e the Architect.
anyOVIDE HANDRAIL These drawings and specifications are not to be used on an
ROVIDE HANDRAIL EXTENSIONS BEYOND _ BY TIMBERTEd. RAILING TO BE other project,except by written permission ofthe Architect.
NS BEYOND EDGE OF RAMP 12' CONSTRUCTED 50 AS TO NOT
PROVIDE
EDGE SI RAMP 12' 34' HIGH HANDRAIL ALLOW AN OP ING 4" OR I ARGER PROJECT NO. IO CM006
o �D
to SCALE AS NOTED DATE 5/3/I2
N DRAWN BY RS CHECKED BY RS
---- - ---- - - -- --- ------ - --- ---------- - - --- R--- o� _o -- - ---- -- -- -- - -- - - - - - - - - - - - _ - -
- -- TITLE
JLLLIL
iL
N N h
/ikpo
OM OF RAMP I I � �
_ _ I I I I I I I -_--- t I i ► I I VINYL LATTICE j I 8' SKIRT BOARD
I 1 I I I 1 _I I I I I I I 10' DIAMETER POURED CONCRETE I I I
10" DIAMETER POURED CONCRETE RAMP
BOTTOM OF RAMP 7 I. I I I I I I I I I I I I I I I PIER FOOTING 36 BELOW FINISH
I I I I I I i I t I PIER FOOTING 36' BELOW FINISH I 1 I t I I I I �
BE FLUSH WITH I I I I 4 X 4 ACQ POST WITH L I I I I GRADE MINIMUM OR TO DRAWINGS
I I I I GRADE MINIMUM OR TO I I I 1 I
EXISTING ASPHALT I I I I I I AB44 P057 ANCHOR -� I I I I �_�
-� 12" X 8' GRADE BEAM ' -� " UNDISTURBED SOIL (TYPICAL ALL) L-J 12" X 8" GRADE BEAM `-J `-J UNDISTURBED SOIL (TYPICAL ALL)
(PROVIDE 1IR ANCHOR BOLT) TOP of PIER TO BE FLUSH WITH WITH TWO 10 DIAMETER ROUGH GRADE AND NOTES
TOP OF PIER TO BE FLUSH WITH
WITH TWO 10 DIAMETER PROVIDE GIRDER TO POST ROUGH GRADE PIERS FOR RAMP BOTTOM PIERS FOR RAMP BOTTOM CONNECTORS AT TOP OF POST. PROVIDE (2) M BOTTOM
PROVIDE (2) u5 REBAR TYPICAL ALL
AS SHOWN AS SHOWN
SHEET
4 RAMP SECTION Scale: 1/4' = I'-0' S RAMP ELEVATION scale: 1/4' = 1'-O"
A-I A-I
k