UP UP DN UP UP DW 104' - 1 3/4" date revised drawn by checked by sheet project 2 3 4 5 6 7 8 9 1 C D G H J K M B A E F L N P Q R COPYRIGHT 2018 BY BLDD ARCHITECTS, INC. All rights reserved. No part of this document may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, recording, or by any information or storage retrieval system, without the written permission of the author, except where by permitted by law. Design Firm Registration #184-000723 PGM sheet project COPYRIGHT 2018 BY BLDD ARCHITECTS, INC. All rights reserved. No part of this document may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, recording, or by any information or storage retrieval system, without the written permission of the author, except where by permitted by law. Design Firm Registration #184-000723 171EX01.400 RICHLAND COUNTY H.S. ADDITIONS AND RENOVATIONS 1100 E. LAUREL ST. OLNEY, IL 62450 RICHLAND COUNTY HIGH SCHOOL CUSD #1 of Illinois MARTIN ENGINEERING COMPANY CONSULTING ENGINEERS/LAND SURVEYORS (ILLINOIS PROFESSIONAL DESIGN FIRM NO. 184-004556) 3695 S. 6TH STREET FRONTAGE RD. WEST, SPRINGFIELD, ILLINOIS 62703 Phone : (217) 698-8900, Fax : (217) 698-8922, E-Mail : [email protected]M.E.C. JOB NO. 18096 12/16/19 CKW C4 SITE PLAN 08/19/19 ADDENDA 4 G:\jobs\2018\18096\BP-3-CONPLANS\C-SITE-BP-3.dwg, 12/17/2019 2:43:19 PM, ARCH E (36.00 x 48.00 Inches), 1:1
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4' POLE WITH PANEL ATTACHED AND UNDERGROUND ELECTRIC DROP
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UNDERGROUND ELECTRIC DROP
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BENCHMARK #4 ELEV.=499.48'
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BENCHMARK #3 ELEV.=503.83'
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BENCHMARK #2 ELEV.=499.60'
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BENCHMARK #5 ELEV.=493.19'
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UNDERGROUND TELEPHONE DROP
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ABANDONED
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SECURITY CAMERA ATTACHED AND UNDERGROUND ELECTRIC DROP
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UNDERGROUND TELEPHONE DROP
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LAUREL STREET
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LAUREL STREET
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HANDRAIL CENTERED ON ENTRY DOORS (SEE ARCHITECTURAL PLANS FOR DETAILS)
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12"(W)x6"(D) AGGREGATE MOW STRIP AROUND GYM PERIMETER
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CENTER 10' WIDE SIDEWALK ON DOOR
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THICKEN SIDEWALK TO 5" UNDER RELOCATED SHED
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DEPRESS CURB
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G:\jobs\2018\18096\BP-3-CONPLANS\C-SITE-BP-3.dwg, SITE, 12/17/2019 2:43 PM, KEVIN WILLIAMS, 1:1
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%%U BENCHMARKS
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BENCHMARK #2: SURVEY MARKER IN FIRST POWER POLE SOUTH OF LAUREL STREET ON THE EAST SIDE OF JEFFERSON STREET. ELEV. 499.60 BENCHMARK #3: SURVEY MARKER IN FIRST POWER POLE SOUTH OF LAUREL STREET ON THE EAST SIDE OF LINCOLN STREET. ELEV. 503.83 BENCHMARK #4: SURVEY MARKER IN SECOND POWER POLE SOUTH OF LOCUST STREET ON THE WEST SIDE OF LINCOLN STREET AT SOUTHEAST CORNER OF PARKING AREA. ELEV. 499.48 BENCHMARK #5: SURVEY MARKER IN POWER POLE AT THE NORTHWEST CORNER OF JEFFERSON STREET AND LOCUST STREET. ELEV. 493.19
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"ISSUED FOR CONSTRUCTION"
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HANDICAP SYMBOL & PAVEMENT STRIPING WITH HANDICAP PARKING SIGN
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A.D.A. TRUNCATED DOME PER IDOT STANDARD 424001
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PAVEMENT STRIPING
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P.C.C. SIDEWALK 4" 4" AGGREGATE BASE COURSE, TYPE B, CA6
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%%U SITE DETAILS
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TYPICAL PAVEMENT: 6" AGGREGATE BASE COURSE, TY. B, CA6 HOT MIX ASPHALT BINDER COURSE, 2-1/2" HOT MIX ASPHALT SURFACE COURSE, 1-1/2"
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HEAVY DUTY PAVEMENT: 6" AGGREGATE BASE COURSE, TY. B, CA6 HOT MIX ASPHALT BINDER COURSE, 4-1/2" HOT MIX ASPHALT SURFACE COURSE, 1-1/2"
1.SEE SHEET C1 FOR GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND STANDARD SPECIFICATIONS. SEE SHEET C1 FOR GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND STANDARD SPECIFICATIONS. C1 FOR GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND STANDARD SPECIFICATIONS. FOR GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND STANDARD SPECIFICATIONS. 2.ALL DIMENSIONS ARE TO THE FACE OF CURB OR EDGE OF PAVEMENT. ALL DIMENSIONS ARE TO THE FACE OF CURB OR EDGE OF PAVEMENT. 3.WHEN CONNECTING PROPOSED CURB OR COMBINATION CURB AND GUTTER TO EXISTING CURB AND GUTTER WHEN CONNECTING PROPOSED CURB OR COMBINATION CURB AND GUTTER TO EXISTING CURB AND GUTTER CORE DRILL AND EPOXY INTO PLACE 2 NO. 5 BARS, 18" MIN. LENGTH. 4.SEE ARCHITECTURAL DETAILS WHEN INSTALLING PCC SIDEWALK ADJACENT TO BUILDING. SEE ARCHITECTURAL DETAILS WHEN INSTALLING PCC SIDEWALK ADJACENT TO BUILDING. 5.WHEN PROPOSED IMPROVEMENTS ARE ADJACENT TO EXISTING THE CONTRACTOR SHALL SAWCUT THE WHEN PROPOSED IMPROVEMENTS ARE ADJACENT TO EXISTING THE CONTRACTOR SHALL SAWCUT THE EXISTING PAVEMENT/CURB/SIDEWALK TO OBTAIN A CLEAN JOINT. 6.CONCRETE CURBS CAN BE POURED MONOLITHICALLY WITH A SAW OR TROWEL JOINT 12" OFF THE BACK CONCRETE CURBS CAN BE POURED MONOLITHICALLY WITH A SAW OR TROWEL JOINT 12" OFF THE BACK OF THE CURB. 7.A ELECTRONIC FILE OF ALL BEND POINTS, PC'S, PT'S AND RADIUS POINTS WILL BE AVAILABLE FOR A ELECTRONIC FILE OF ALL BEND POINTS, PC'S, PT'S AND RADIUS POINTS WILL BE AVAILABLE FOR CONSTRUCTION STAKE OUT. CONTACT ARCHITECT/ENGINEER TO REQUEST ELECTRONIC FILE. 8.SEE ELECTRICAL SITE PLAN FOR EXISTING AND PROPOSED ELECTRICAL, COMMUNICATION LINES AND SITE SEE ELECTRICAL SITE PLAN FOR EXISTING AND PROPOSED ELECTRICAL, COMMUNICATION LINES AND SITE LIGHTING.
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(SEE DETAIL SHEETS C9 & C10)C9 & C10) & C10)C10))
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INTEGRAL CURB AND WALK
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%%U NOTES
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HMA MILL AND OVERLAY: HOT MIX ASPHALT SURFACE COURSE, 2" WITH VARIABLE DEPTH HMA LEVELING BINDER
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SEGMENTED BLOCK RETAINING WALL (SEE ARCHITECTURAL PLANS 4N/AS100)
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A
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A
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A
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A
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ALTERNATE BID C1 P.C.C. SIDEWALK 4" 4" AGGREGATE BASE COURSE, TYPE B, CA6
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4A
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5A
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ALTERNATE BID C1 INTEGRAL CURB AND WALK
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ALT BID C1
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ALT BID C1
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ALT BID C1 TO BEGIN WEST OF THIS POINT
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19
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-
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PROPOSED FLAGPOLE WITH LIGHT (SEE ARCHITECTURAL 5A/AS100 & ELECTRICAL PLANS)
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19
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P.C.C. BICYCLE HOOP PAD 4" 4" AGGREGATE BASE COURSE, TYPE B, CA6 (SEE ARCHITECTURAL DETAILS 9A/AS100 AND SPECIFICATIONS, VERIFY PAD SIZE)
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20
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-
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A
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PROPOSED BUILDING ADDITION/REMODEL (SEE ARCHITECTURAL PLANS)
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20
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B
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-
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RELOCATED SHED
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B
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C
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-
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PROPOSED GREEN HOUSE, VERIFY DIMENSIONS (SEE ARCHITECTURAL PLANS)
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C
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D
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PROPOSED GAS CYLINDER STORAGE CABINET (BY OWNER, N.I.C.)
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D
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D
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MAINTAIN 20' SEPARATION BETWEEN GAS STORAGE CABINETS
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7
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8
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7
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8
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7
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8
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21
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-
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PROPOSED CONCRETE BENCH BARRIER STYLE WITH BACK (SEE ARCHITECTURAL PLANS 2A, 4E, & 4J / AS100)
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22
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CONCRETE HANDICAP RAMP WITH RAILS (SEE DETAIL SHEET C9)C9))
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16
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1
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SEE ALTERNATE BID C-2 BELOW
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%%U ALTERNATE BID C-2 (ADDITIONAL PAVEMENT)
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10
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10
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%%U ALTERNATE BID C-3 (PEDESTRIAN WALKWAY)
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SEE ALTERNATE BID C-3 BELOW
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3
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6" CURB
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17
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17
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23
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-
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MANUAL DUAL ARM SWING BARRIER GATE (DOUBLE GATES), WITH RECEIVER POSTS (SEE ARCHITECTURAL PLANS AN SPECIFICATIONS)
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23
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23
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24
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-
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PROPOSED AGGREGATE MOW STRIP ON FILTER FABRIC (CA7)
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24
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24
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24
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REPLACE SIDEWALK WITHIN BASE BID PER STORM SEWER CONSTRUCTION
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REPLACE SIDEWALK WITHIN BASE BID PER STORM SEWER CONSTRUCTION
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25
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PROPOSED SWING GATE DOOR WITH CHAIN LINK FENCING (SEE ARCHITECTURAL SPECIFICATIONS)
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25
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26
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PROPOSED SWING GATE DOOR WITH EXIT DEVICE ON METAL PRIVACY FENCING (SEE ARCHITECTURAL SPECIFICATIONS)
