|
(E) CHAINLINK FENCE
<br />1 � ;
<br />(E) CHAINLINK GATE
<br />I , `
<br />I
<br />i
<br />f
<br />3
<br />(E) FIRE I.
<br />HYDRANT
<br />,r
<br />` (E) CHAINLINK
<br />FENCE. - ---
<br />3.17---- ! \
<br />CHAINLINK -
<br />FENCE
<br />-r�
<br />-s:
<br />- (E) AC
<br />r
<br />I
<br />I I �
<br /># i
<br />j Ij F
<br />I 1
<br />BUS DROP-OFF
<br />(E) PARKING LOT TO BE ABANDONED
<br />r,f Pu� ti=e u.r,.
<br />PARKING SIGN
<br />(E) CHAINLINK FENCE
<br />I
<br />EXISTING PATH OF TRAVEL (POT). ARCHITECT STATEMENT
<br />I DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE IN CHARGE STATEMENT: THE POT IDENTIFIED
<br />IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE
<br />CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS
<br />FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS
<br />PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE
<br />I POT THAT WERE DETERMINED TO BE NON-COMPLIANT
<br />1) HAVE BEEN IDENTIFIED AND
<br />2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN
<br />INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS, AND
<br />SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS.
<br />ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE
<br />CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF
<br />UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.
<br />DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS
<br />CODE COMPLIANT ARE FOUND TO BE NON -CONFORMING BEYOND REASONABLE CONSTRUCTION
<br />TOLERANCES, THEY SHALL BE BROUGHT TO COMPLIANCE WITH THE CBC AS PART OF THIS
<br />PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.
<br />BUILDING LEGEND
<br />•� « ' s
<br />BUILDING BUILDING
<br />MARK BUILDING NAME AREA DSA APPLICATION NUMBER
<br />A CLASSROOM BUILDING 7,910 SF
<br />#5559, #48889 -
<br />B CLASSROOM BUILDING 11,125 SF
<br />#5559, #48889
<br />C CLASSROOM BUILDING 5,555 SF
<br />- #9771 --
<br />I D BUILDING - 4,060 SF
<br />#9771, #48889
<br />_ _CLASSROOM
<br />E CLASSROOM BUILDING ^ 9,975 SF
<br />#48889, #12484
<br />F MULTIPURPOSE 4,468 SF
<br />#02-106558 --
<br />G NEW CAFETERIA 12,351 SF-
<br />_ 02-114490 Inc 1
<br />LIBRARY- CLASSROOM BUILDING 960 SF
<br />02-101186 _
<br />P8 CLASSROOM BUILDING 960 SF
<br />P9 CLASSROOM BUILDING 960 SF
<br />#46447
<br />-- #46447_
<br />_
<br />P11 CLASSROOM BUILDING 960 SF
<br />02-101186
<br />P12 CLASSROOM BUILDING 960 SF
<br />02-100356_
<br />P13 CLASSROOM BUILDING 960 SF
<br />DOWNSPOUT: GALVANIZED STEEL
<br />I P14 CLASSROOM BUILDING 960 SF
<br />04-104244
<br />[ P15 CLASSROOM BUILDING 960 SF 04-104244
<br />f P16 CLASSROOM BUILDING 960 SF 04-101749 -
<br />P17 CLASSROOM BUILDING 960 SF 04-101749
<br />P18 CLASSROOM BUILDING 960 SF 04-101749
<br />ACCESSIBLE PARKING STALL CALCULATION �
<br />TOTAL PARKING STALL COUNT: 80 STALLS
<br />I ACCESSIBLE PARKING STALLS (TABLE IIB -6)
<br />REQUIRED ACCESSIBLE STALLS: 4 (201-300 TOTAL STALLS)
<br />REQUIRED VAN ACCESSIBLE STALLS: 1 (1-8 ACCESSIBLE STALLS)
<br />ACCESSIBLE STALLS PROVIDED: 3 STANDARD & 3 VAN
<br />I
<br />f
<br />BUILDING DATA AND ALLOWABLE AREA ANALYSIS
<br />! -
<br />BUILDING OCCUPANCY ---CONSTRUCTION--- -ALLOWABLE AREA
<br />I-
<br />ACTUAL SLDG.
<br />TYPE (TABLE 503)
<br />---- - ------
<br />NEW CAFETERIA UNIT I I V-13NON SEPARATED, A2: 6,000 SF BASE
<br />I AREA
<br />i A2: 6,414 SF
<br />,
<br />G Al, B, S2, & SPRINKLERED 1ALLOWED w/
<br />B: 2,838 SF
<br />F2 SPRINKLER INCREASE
<br />S2:283 SF
<br />, {6,000-{6,000x3})-24,0410
<br />F2: 1,292 SF i
<br />OH: 1,524 SF
<br />!
<br />TOTAL AREA:
<br />12,351 SF
<br />- - --- -----I
<br />€12,351 <24,000)E
<br />17
<br />A1.3.1 13 SIM.
<br />74, TYP;
<br />).31 3
<br />A0.2
<br />13
<br />As ., , SIM,
<br />IE
<br />0.33
<br />12
<br />74, TYP
<br />09
<br />07
<br />10
<br />3�
<br />17
<br />E12
<br />'1.3.3
<br />NA8
<br />i
<br />22
<br />SIM.
<br />LEGEND
<br />•� « ' s
<br />PROPERTY LINE
<br />-
<br />UNIT DESIGNATION
<br />GRASS PAVING
<br />NEW BUILDINGS
<br />-
<br />UNIT DESIGNATION
<br />1
<br />EXISTING BUILDINGS
<br />FIRE HYDRANT (NTS)
<br />(NOT IN SCOPE)
<br />DEPARTMENT
<br />EXPANSION JOINT
<br />CONNECTION (NTS)
<br />(20'-0" MAX. SPACING)
<br />jCONCRETE
<br />WALK / PAVING
<br />---
<br />CONTROL JOINT
<br />GAS RISER
<br />1/4"R x 1/2" DEEP V GROVE
<br />CONCRETE WALK
<br />(10'-0" MAX. SPACING)
<br />- �"-
<br />ASPHALT CONCRETE
<br />2.09
<br />PAVING
<br />y%
<br />GRASS PAVING
<br />!
<br />I I-�
<br />BARK
<br />- �"-
<br />CHAIN LINK FENCE
<br />2.09
<br />HEIGHT
<br />0-
<br />ORNAMENTAL FENCE
<br />2.17
<br />HEIGHT
<br />�-�
<br />ELECTRICAL
<br />FH
<br />FIRE HYDRANT (NTS)
<br />3FIRE
<br />DEPARTMENT
<br />FOG
<br />CONNECTION (NTS)
<br />PIV
<br />POST INDICATOR
<br />2.09
<br />VALVE (NTS)
<br />0-
<br />POLE MOUNTED
<br />2.17
<br />LIGHT
<br />�-�
<br />ELECTRICAL
<br />2.26
<br />PULL BOX
<br />2.74
<br />BACKFLOW
<br />2.76
<br />PREVENTER
<br />2.92
<br />STORM DRAIN INLET
<br />G
<br />MANHOLE
<br />0
<br />GAS RISER
<br />ACCESSIBLE PATH OF TRAVEL
<br />1. ACCESSIBLE PATH OF TRAVEL (P.O.T.):
<br />SITE WALKWAYS SHALL PROVIDE A BARRIER -FREE P.O.T. ABRUPT
<br />CHANGES IN LEVEL ALONG ANY P.O.T. ARE
<br />ALLOWED UP TO 1/2". ONLY ABRUPT CHANGES IN ELEVATION UP TO
<br />1/4" ARE ALLOWED TO HAVE A VERTICAL TRANSITION, ABRUPT CHANGES
<br />IN ELEVATION BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE
<br />NO GREATER THAN 1 -UNIT VERTICAL TO 2 -UNITS HORIZONTAL.
<br />2. WALKWAYS SHALL BE FREE OF GRATINGS WHEREVER POSSIBLE.
<br />GRATING WHICH OCCUR WITHIN THE P.O.T. SHALL HAVE OPENINGS
<br />WHICH DO NOT EXCEED 1/2" IN THE DIRECTION OF TRAVEL
<br />PER CBC SECTION 11 B-302.3.
<br />3- AN ABRUPT DROP-OFF CHANGE IN ELEVATION AT THE EDGE OF ANY WALK
<br />INTO AN ADJACENT PLANTER SHALL NOT EXCEED 4".
<br />4. SLOPES IN THE DIRECTION OF THE P.O.T. GREATER THAN 1 -UNIT VERTICAL
<br />TO 20 -UNITS HORIZONTAL SHALL BE CONSIDERED A RAMP AND WILL
<br />REQUIRE HANDRAILS ON BOTH SIDES PER CBC SECTION 11 B-505
<br />SLOPES IN THE DIRECTION OF THE P.O.T. ALONG WALKWAYS SHALL NOT
<br />EXCEED 5%. CROSS SLOPES IN THE P.O.T. ALONG WALKWAYS SHALL
<br />NOT EXCEED 2%.
<br />5. ALL WALKWAYS WITHIN THE P.O.T. SHALL BE A MINIMUM OF 48" IN WIDTH.
<br />SURFACES WITH A SLOPE OF 5LESS SHALL BE AT LEAST AS
<br />SLIP -RESISTANT AS THAT PROVIDED BY A LIGHT BROOM FINISH.
<br />SURFACES WITH A SLOPE OF MORE THAN 5% SHALL BE AT LEAST AS
<br />SLIP -RESISTANT" AS THAT PROVIDED BY A MEDIUM BROOM FINISH.
<br />6. OBJECTS PROTRUDING INTO THE P.O.T. SHALL NOT REDUCE THE CLEAR
<br />WIDTH OR MANEUVERING SPACE WITHIN THE P.O.T. PER CBC
<br />SECTION 11 B-307,
<br />SNA9 DASHED LINE OF EMERGENCY ACCESS LANE, PAINT RED STRIPE WITH
<br />STENCILED LETTERS: "NCI PARKING"
<br />SN.20 NEW STRIPING THIS AREA
<br />SN.47 SEE CIVIL
<br />SN.48 (E) CHAINLINK FENCE
<br />SN,54 (E) STAFF TOILET DSA## 48889
<br />SN.56 (E) STUDENT TOILETS DSA## 9771
<br />SN.57 (E) STUDENT TOILETS DSA# 02-106558
<br />SN.58 (E) SINGLE TOILETS DSA## 12484 *ALL (E) TOILETS TO BE ASSESSED &
<br />SN.59 (E) STUDENT TOILETS DSA## 12484 UPGRADED AS REQUIRED TO ACCESSIBLE
<br />SN.60 (N) STUDENT TOILETS UNDER INCREMENT 2 - MODERNIZATION
<br />SN,61 (N) STAFF TOILET
<br />SN.62 (N) NURSE TOILET
<br />SN.63 (E) STRIPING TO REMAIN
<br />SN.64 (N) STRIPING: WHITE PAINT, STRIPES SHALL BE 4" WIDE
<br />SN,65 5' TALL, U.O.N-
<br />SN.68 SAFE DISPERSAL AREA: 3;250 SF PROVIDED. 2,210 SF REQUIRED FOR
<br />442 PEOPLE @ 5SF/PERSON.
<br />KEYNOTES
<br />2.07
<br />FIRE HYDRANT
<br />2.09
<br />FIRE DEPARTMENT CONNECTION (FDC)
<br />2.10
<br />BACKFLOW ASSEMBLY
<br />2.17
<br />CHAIN LINK FENCE w/ SLATS
<br />2.23
<br />CHAIN LINK GATE W/ SLATS: SWING
<br />2.26
<br />ORNAMENTAL METAL FENCE
<br />2.74
<br />PAVEMENT MARKING
<br />2.76
<br />GRASS PAVING
<br />2.92
<br />SITE FURNISHINGS: BIKE RACK
<br />2.93
<br />SITE FURNISHINGS. BIKE LOCKER
<br />3.12
<br />CONCRETE MOWSTRIP
<br />3.17
<br />CONCRETE WALK
<br />5,14
<br />PIPE BOLLARD
<br />7.4.8
<br />DOWNSPOUT: GALVANIZED STEEL
<br />8.22
<br />KNOX BOX
<br />10.31
<br />SIGN: METAL REFLECTORIZED -- $ARAIN G L dT" E-mTR,.A vC E-
<br />10.33
<br />SIGN: MONUMENT
<br />Copyright 0 2014 Rainforth Grau Architects. All rights reserved, Reproduction of these pians, either in whole or in part, including any faun
<br />of copying and/or preparation of derivative works thereof, for any reason without prior written permission, is strictly prohibited.
<br />DSA
<br />--- -Fite No. 39_53 -
<br />IDENTIFICATION STAMP
<br />DIV. OF THE STATE ARCHITECT
<br />02-114490 Inc 1
<br />AC FLS S�
<br />DATE i
<br />v
<br />_5f31f37 .^'�
<br />\ ENMAL
<br />DATE
<br />O
<br />\ O C
<br />LINCOLN E.S. - CAFETERIA &
<br />CLASSROOM MODERNIZ-Ax ION,
<br />INCREMENT 1: CAFETERIA
<br />t i DISTRICT
<br />MANTECA, CALIFORNIA
<br />fNC.1
<br />DRAWN PROJECT NO,
<br />Revision MCH 15-1207
<br />CHECKED __-- DATE�-
<br />AFH/PW 6-26-15
<br />SCALE
<br />1" = 30'-0"
<br />
|