SZCQ202015 Construct Jack Test Stand Plans Final 20200429.pdf

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><w EXISTING 120/208Y PANEL LP. PROVIDE i" EMT CONDUIT WITHIN BUILDING. CONTRACTOR TO

RUN CONDUIT TIGHT TO EXISTING SURFACES AND ABOVE THE OVERHEAD DOOR BETWEEN

ROOM 103 & 104.

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INSTALL 5' WIDE ASPHALT APRON AROUND CONCRETE PAD

SLOPE ASPHALT TO MATCH EXISTING SURROUNDING GRADES

LOCATE TEST STAND AS SHOWN &

INSTALL TEST STAND FOUNDATION LEVEL AT 90.60 ELEV.

, ;:,i 4"DIA 4'-6"H SCH40 GALV STL BOLLARD WITH 18"DIA X 4'H CONC BASE. PHOENIX f - - - - - - - - .-

PRECAST SB-4GALV WOULD BE ACCEPTABLE. SET TOP OF BASE 1" AFG. PROVIDE

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UEL ' UBL -+

I --+-•--,--------;c������----+---- YELLOW PLASTIC BOLLAD COVER. SECURE CONDUIT TO BOLLARD, MOUNT DUPLEX

,----,----------,t-----------,.--d__---="

- - � - - - GFCI NEMA 5-20R WR RECEPTCALE AT 48" AFG WITH WEATHERPROOF-WHILE-IN-USE COVER.

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EXISTING TENT

i" RGS CONDUIT, 2 #10 1#10G CU THWN,FED FROM LP-14. TRANSITION THROUGH WALL AT 24" AFG.

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DEMO NOTES:

1. CARE SHOULD BE MADE TO KEEP DUST AND NOISE FROM

DEMOLITION ACTIVITIES.

2. PROTECT ALL ADJACENT AREAS FROM THE DEMOLITION.

REPAIR OR REPLACE ALL AREAS OR ITEMS DAMAGED

DURING THE DEMOLITION.

3. PROMPTLY REMOVE DEMOLISHED MATERIALS FROM

PROPERTY AND LEGALLY DISPOSE OF THEM.

4. PROVIDE TEMPORARY BARRICADES AND OTHER

PROTECTION REQUIRED TO PREVENT DAMAGE TO

ADJACENT BUILDING AREAS TO REMAIN.

5. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN

PLACE PRIOR TO THE COMMENCEMENT OF ANY WORK.

6. PROPER PPE SHALL BE WORN THROUGHOUT THE

DURATION OF THE DEMOLITION.

7. SITE CONTRACTOR IS RESPONSIBLE FOR CONTACTING

DIG SAFE PRIOR TO ANY EXCAVATION. 1-888-DIG-SAFE &

TO SUBMIT AN AF103 TO CE OPERATIONS.

8. FULL DEPTH SAWCUT ALL ASPHALT AS SHOWN.

GENERAL NOTES:

1. ALL DIMENSION GIVEN FOR EXISTING CONSTRUCTION ARE TO

BE FIELD CONSIDERED APPROXIMATE AND SHALL BE FIELD

VERIFIED.

2. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE

PROJECT PRIOR TO BID. HE/SHE SHALL VISIT THE SITE,

CHECK & VERIFY ALL CONDITIONS. STUDY ALL SHEETS OF

DRAWINGS AND READ THE PROJECT STATEMENT OF WORK.

3. ANY SURFACE FINISHES DAMAGED BY DEMOLITION OR NEW

CONSTRUCTION SHALL BE REPAIRED TO MATCH PRIOR

CONDITION UNO.

4. ALL MATERIALS, EQUIPMENT, DEVICES & INSTALLATION SHALL

CONFORM WITH LOCAL AND NATIONAL CODES. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PARTS OF

THEIR WORK WHICH MAY BE SHOWN ON ANY SHEET OR

CONTAINED ON ANY PAGE OF THE SPECIFICATIONS & SHALL

EXECUTE ALL WORK IN A PROFESSIONAL & WORKMANLIKE

MANNER.

5.

6.

BITUMINOUS PAVEMENT TO BE 50 GYRATION i" BINDER AND�"

WEARING MIX.

PAVEMENT WORK SHALL BE IN ACCORDANCE WITH NH DOT

STANDARD SPECIFICATIONS SECTION 304,401, & 403, EXCEPT

THAT THE PAYMENT SECTIONS SHALL NOT APPLY.

4 16 40

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DETAILS:

TURF AREAS PAVED AREAS

FINISH GRADE

IDENTIFICATION AND WARNING

TAPE, INSTALL 12"

BELOW FINISH GRADE

ASPHALT CONCRETE

BASE COURSE

l'-'-'-'-\-UJ-'--llll-"',!'�ULW"--k:s:s, r PAVEMENT

6"MIN

OMPACTED SAND BEDDING MATERIAL

6"MIN

CONDUIT DIA, TYP

COMPACTED SAND BEDDING MATERIAL

ELECTRICAL OR COMMUNICATIONS

,1<--,c,ll,l<,li,1'-,1<--.. --,1< CON DU I TS, N U MB ER AN D S IZE

\" AS INDICATED ON PLANS

\_ 6" MIN.

3" MIN, 12" BETWEEN

ELECTRICAL AND COMMUNICATIONS

COMPACT EXIST SUBGRADE

CONDUIT TRENCH DETAIL

SCALE: NTS

CUTBACK EXIST EDGE

cMENT 12" FROM EXCAVATION-�

1.5" ASPHALT CONG

WEARING COURSE

3' MINTO

GRADE BREAK

SAWCUT CLEAN

VERTICAL EDGE AT

EXIST EDGE OF

PAVEMENT, TACK

COAT AND MATCH

EXIST GRADE

6" BASE COURSE

NH DOT 304.4

12" SUBBASE COURSE

NH DOT 304.2

12"

2.5" ASPHALT CONG

BINDER COURSE

FINISH GRADE, SLOPE

VARIES, 6" TOPSOIL,

12" SEED AND MULCH

ALL DISTURBED AREAS

UNO

REMOVE EXIST MATERIAL

COMPACT EXISTING TO DEPTH REQUIRED

SUBGRADE FOR PAVEMENT SECTION

NOTE: FOR AREAS INDICATED TO BE

RESURFACED, SHIM WITH BASE MATERIAL,

FINE GRADE AND PROVIDE ASPHALT

CONCRETE BINDER AND SURFACE COURSES

TO ACHIEVE FINISH GRADES INDICATED

TYP. FULL DEPTH ASPHALT DETAIL

SCALE:NTS

1 "=5'

KEYED NOTES:

TBM: NORTHING: 214524.243

EASTING: 1211135.716

ELEV: 89.55'

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING CRUSHED CONCRETE

EXISTING TURF

EXISTING GROUNDING HAND HOLE

LG EXIST. ELEV. 90.7

& EXIST. ELEV. 90.6

ffi EXIST. ELEV. 90.2 ffi EXIST. ELEV. 90.4

& EXIST. ELEV. 90.6

ffi EXIST. ELEV. 90.2 ffi EXIST. ELEV. 91.2 ffi EXIST. ELEV. 91.4

& EXIST. ELEV. 91.0

PEASE

AIR NATIONAL

GUARD BASE

NEWINGTON, NH

SZCQ202015

FACILITY:

TBD

JACK STAND

TESTER

EQUIPMENT PAD

TITLE:

SITE

PLAN

DATE: 27-APR-20

SCALE: AS NOTED

DRBY: LAW

CHKDBY: AR

C-101

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