Item 10 - ZA16-068 SUP Plans and Support InformationIC
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This drawing was prepared solely for the use of
Verizon Wireless and must only be used by Verizon
Wireless employees, contractors, and vendors while
performing the work shown on this drawing. Any
other use of this drawing is forbidden.
Page/
400 W. Cesar Chavez Street Fifth Floor
Austin, TX 78701
pagethink.com
TEL 512 472 6721
FAx 512 477 3211
ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING
Austin / Dallas / Denver / Houston / Washington DC /
International Affiliate Offices
NETWORK COMPLIANCE SUBMITTALS
60% SUBMISSION
DATE
DATE
08/05/16
PROJECT NO:
116028
STAMP
CAD DWG FILE:
C100.dwg
This document is released for
INTERIM REVIEW
DESIGNED BY:
DLK
under the authority of
DENNY LEE KUMM, P.E. 65965
A DRAWN BY:
DBW
on
05 AUG 2016
CHECKED BY:
DLK
It is not to be used for
REGULATORY APPROVAL, BIDDING,
COPYRIGHT:
PERMIT, OR CONSTRUCTION
purposes.
Texas Board of Professional Engineer
Firm Registration No. 958
Page Southerland Page, LLP
SHEET TITLE
CIVIL
SITE PLAN
SHEET NUMBER
C100
r
/
ZA16-068
r------------------------------------------------------•-----... —\ ------X-....................... ------------------�
J
� EV STATION (TYP. FOR 2) —J
SEE SHEET C-511 FOR
DETAILS AND SHEET C-510 — BOLLARD (TYP. FOR 2)
FOR INSTALLATION INFO �'� SEE DETAIL 6/C-511 &
sj'- DETAIL 7/C-511
SIGN LOCATIONS, TYP. \ ;
SIGNS TO BE CENTERED
ON EACH PARKING STALL
2 J
_i -1,37' CLEAR SAWCUT WALK,
A. �1 CURB, & CONCRETE
(2) 1" CONDUITS, I (TYP.). REMOVE ;
SEE MEP & TRENC DEMO'D MATERIALS ;
DETAIL 1/C-510. I 1 & PROPERLY ;
' DISPOSE OFFSITE.
]-BOX 8" ABOVE RESTORE TO MATCH
GRADE ON WALL, 1 EXISTING. SEE
_ SEE MEP. DETAIL 1/C-510.
°
° I PROTECT OR
FIELD VERIFY SHRUBS I I / REMOVE SHRUBS,
° X / STORE ON-SITE & ;
u / J RE -INSTALL. WATER ;
TO MAINTAIN
FIELD VERIFY EX. STORM DRAIN
SHRUBS FOR
owl
RE -INSTALLATION.
FIELD VERIFY GROUND RING
(01
FIELD VERIFY EX. SIDEWALK
AL___j I A\
°
°
.............................................................�r................................... C'----
......1
I
SITE PLAN
1 1"=20'
L
0 10' 20'
PLAN
NORTH
40'
SITE NOTES
1. CONTRACTOR SHALL REVIEW THE TRENCH ROUTE WITH VERIZON PRIOR TO
TRENCHING.
2. CONTRACTOR SHALL TRY TO AVOID EXISTING SHRUBS WHEN HYDRO DIGGING
TO INSTALL NEW UNDERGROUND CONDUITS.
3. BOLLARDS TO BE 4" DIAMETER STEEL CONCRETE FILLED BOLLARDS PAINTED
YELLOW WITH THE CONCRETE BASE AT A MINIMUM 18" DIAMETER BY 48" DEPTH
BELOW GRADE.
4. GROUNDING SHALL BE PROVIDED AT EACH BOLLARD BASE TO EXISTING
GROUND RING. DURING ROUGH -IN FOR CONDUITS THE CONTRACTOR SHALL
INSTALL GROUNDING WIRE FROM BOLLARDS, AND OTHER NEEDED GROUNDING,
TO GROUND RING.
5. EV CHARGING STATION CONCRETE BASE TO BE A MINIMUM 24" L X 24" W X 36" D.
6. CONTRACTOR TO PROVIDE GPR SCANNING OF UNDERGROUND IN AREA OF
WORK.
7. CONTRACTOR TO NON-INVASIVE HYDRO DIG THE TRENCHING FOR THE NEW
EXTERIOR CONDUIT WORK. HAND DIGGING IS NOT ALLOWED.
8. CONDUIT SHALL HAVE A MINIMUM TOP DEPTH AT 36".
9. CONTRACTOR SHALL SAWCUT ALL SIDEWALK, CURB, GUTTER AND PARKING
HARDSCAPES AND PAVEMENT WHERE TO BE REMOVED FOR ANY REASON.
10. CONTRACTOR SHALL REMOVE AND PRESERVE EXISTING SHRUBS/PLANTS
REMOVED DURING CONSTRUCTION AND WATER DAILY AND THEN REINSTALL.
REPLACE ANY SHRUBS TO MATCH EXISTING THAT DO NOT SURVIVE.
11. CONTRACTOR TO PROVIDE PERIODIC WATERING OF NEWLY PLACED SEEDED
GRASS TO MATCH EXISTING (OR MATCHING SOD, IF SO DESIRED BY
CONTRACTOR) /SHRUBS AND ENSURE NEW GRASS GROWS BACK TO
SATISFACTION OF NNO OPERATIONS TEAM.
12. CONTRACTOR TO CLEAN UP ALL DUST, DIRT AND DEBRIS FROM SIDEWALKS AND
HARDSCAPES DAILY. ANY DIRT, ROCKS, DEBRIS, ETC. THAT IS SPILLED,
TRACKED, OR OTHERWISE DEPOSITED ON ANY EXISTING SIDEWALKS,
HARDSCAPES OR PAVED AREAS SHALL BE CLEANED UP IMMEDIATELY.
13. FOR SHORT TERM TRENCH EXCAVATION AND BACKFILL IN AN AREA
SURROUNDED BY PAVEMENT CONTRACTOR SHALL PROVIDE INLET PROTECTION
TO ANY INLET DOWNSTREAM OF THE AREA THAT HAS POTENTIAL TO RECEIVE
RUNOFF FROM A WORK AREA WHERE SOILS ARE STOCKPILED.
14. IF DISTRUBED AREA IS NOT TO BE WORKED ON FOR MORE THAN 14 DAYS,
DISTRUBED AREA NEEDS TO BE STABILIZED BY REVEGETATION, MULCH, TARP
OR REVEGETATION MATTING.
15. FOR CONSTRUCTION DETAILS SEE SHEETS C510 & C511.
LEGEND
O SIGN LOCATION: SEE SHEET C511 FOR
SIGN INFORMATION
t
■
verizoL
This drawing was prepared solely for the use of
Verizon Wireless and must only be used by Verizon
Wireless employees, contractors, and vendors while
performing the work shown on this drawing. Any
other use of this drawing is forbidden.
Page/
400 W. Cesar Chavez Street Fifth Floor
Austin, TX 78701
pagethink.com
TEL 512 472 6721
FAx 512 477 3211
ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING
Austin / Dallas / Denver / Houston / Washington DC /
International Affiliate Offices
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DATE
DATE
08/05/16
N
PROJECT NO:
116028
STAMP
This document is released for
CAD DWG FILE:
C101.dw9
INTERIM REVIEW
under the authority of
DESIGNED BY:
DLK
DENNY LEE KUMM, P.E. 65965
on
DRAWN BY:
DBW
29 JUL 2016
It is not to be used for
CHECKED BY:
DLK
REGULATORY APPROVAL, BIDDING,
PERMIT, OR CONSTRUCTION
COPYRIGHT:
Purposes.
exas Board of Professional Engineer-
Firm Registration No. 958
Page Southedand Page, LLP
SHEET TITLE
CIVIL
SITE LAYOUT PLAN
SHEET NUMBER
C101
Of
ZA16-068
12" TYP.
RESERVED
PARKING
TYPICAL AT EXISTING
. In
HANDICAP PARKING
SPACES.
EXISTING SIGN
H-
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Z 95 mm (3/8") DIA HOLES
MOUNT SIGN SECURELY
'x a E TO POST
D o z V SEE NOTE #2 ON
��TYPICAL EV CHARGING
Q SIGN DETAIL
2.5 -INCH SCHEDULE 40 THESE STATIONS
OPERATE AT
GALV. STEEL SIGN POST208 '
300 mm Z
' W) FINISHED GRADE E M 2.5 -INCH SCHEDULE 40
a • _ GALV. STEEL SIGN POST
�$10
— - N 30O mm
— _ N • (1Q)
d FINISHED GRADE
= °
_ —E
(o —2) _
3600 PSIS - = N
PC CONC. ! = N
d — d
O EV CHARGING SIGN 3600 PSS
MOUNTING DETAIL
N.T.S. PC CONIC. -
EV CHARGING SIGN DISABLED PARKING SIGN
MOUNTING DETAIL 2 ) WITH EV CHARGING SIGN
1 NOT TO SCALE NOT TO SCALE
ja
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SAMPLE INSTALLATION
5 NOT TO SCALE
(COMPLY WITH DWGS.)
0
D
TYPICAL EV CHARGING SIGN
NTS
NOTES:
1. INSTALL 3–SIGNS PER DETAIL O
2. INSTALL 1–SIGN PER DETAIL m ON EXISTING POST
��
TYPICAL EV CHARGING SIGN
3 NOT TO SCALE
2 STRIPES OF 2" WIDE A
REFLECTIVE TAPE, 3M
SCOTCHLITE OR APPROVED
EQUAL _ Z
w
(D J
W
SCH. 40 STEEL 4"0 0
PIPE FILLED WITH J
CONCRETE PAINT YELLOW o
SLOPE CONCRETE AWAY GRADE
FROM BOLLARD
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00 o
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j' w
CONCRETE ENCASEMENT �'•��
3600 psi • • \y
18" f CD
BOLLARD
6 NOT TO SCALE
GENERAL NOTES
116028
1. ALL JOINTS (INCLUDING SAWCUTS) WITHIN PORTLAND CEMENT CONCRETE PAVEMENT AND JOINTS BETWEEN
PORTLAND CEMENT CONCRETE AND ASPHALT PAVEMENT SHALL BE SEALED IN ACCORDANCE STANDARD
SPECTIFICATION LISTED. THIS MATERIAL SHALL BE A ONE PART LOW
MODULUS SILICONE ESPECIALLY
DESIGNED TO CURE AT AMBIENT TEMPERATURES BY REACTING WITH MOISTURE IN THE AIR AND SHALL HAVE
THE FOLLOWING PROPERTIES:
INTERIM REVIEW
ASTM 5893
DLK
COLOR
GRAY
FLOW, MIL -2-8802D SEC. 4.8.4
0.2 MAX.
WORKING TIME, MINUTES
10
TACK–FREE TIME AT 77 F+/ -2F MIN. MIL -2-8802D SEC.4.8.7
60
CURE TIME, AT 77F (25C), DAYS
7-14
FULL ADHESION, DAYS
14-21
AS CURED ---AFTER 7 DAYS AT 77F (25C) AND 40% RH
ELONGATION, PERCENT MINIMUM
1200
DUROMETER HARDNESS, SHORE A. POINTS ASTM 2240
15
JOINT MOVEMENT CAPABILITY, PERCENT
+100/-50
TENSILE STRENGTH, MAXIMUM ELONGATION, PSI
100
PEEL STRENGTH, PSI
25
THE JOINT SEALER SHALL ADHERE TO THE SIDES OF THE CONCRETE
JOINT OR CRACK AND SHALL BE AN
EFFECTIVE SEAL AGAINST INFILTRATION OF WATER AND INCOMPRESSIBLES. THE MATERIAL SHALL NOT CRACK
OR BREAK WHEN EXPOSED TO LOW TEMPERATURE.
SIGN TO BE
CENTERED ON
PARKING STALL.
SEE SIGN DETAIL
THIS SHEET
�12"�
7077 EV CH
NOT TO SCALE
NEW SIDEWALK TO MATCH
EXISTING IN THICKNESS,
ELEVATIONS AND FINISH.
ALL TRENCHING SHALL BE BY
HYDRO DIGGING/VACUUM
EXTRACTION
3600 psi CONCRETE, FINISH TO MATCH EXISTING
EXISTING SAW TO t/4 OR 1.5 INCHES
CONCRETE MIN. BEFORE REMOVING EXIST.
+ SIDE WALK
7 3 MAX. r `E WHERE GRASS
�\ II EINSTALL 8"
o V a o w a a TOPSOIL & SEED
V a ii Zi U o TO MATCH
p a a a o p EXISTING GRASS.
EXISTING t — 0.5" SMOOTH DOWELS ® 12" O.C.
6 MIN. SLIP DRILLED 8" INTO EXISTING
N
(TYP.) I CONCRETE
w
Q z_ zo REINFORCEMENT 6X6XW2.9XW2.9 MESH
� � U
SATISFACTORY SOIL COMPACTED TO
M o 90% MAX. DENSITY AT 0 TO 3% OF
a OPTIMUM MOISTURE CONTENT PER
PROPOSED ASTM D698 IN 6" LIFTS.
2EA.-1" CONDUITS HAUNCHING : COARSE GRAIN SAND
COMPACTED TO 85% MAX. DENSITY 0 TO
3% OF OPTIMUM MOISTURE CONTENT
PER ASTM D698.
BEDDING : COARSE GRAIN SAND
UNDISTURBED ��- SAND PLACED BEFORE PIPE IS
EARTH 12» LAID
ACCESSIBLE WIDTH
OF WALK AT
APPARATUS
3.37'
A
CONCRETE SECTION AND
TRENCH DETAIL
4 NOT TO SCALE
W.
CENTER
LINE
21»
M.
r�
TYP. CENTER LINE
EV CHARGING
48" CENTER LINE STATION LOCATION
EV CHARGING STATION 18" 1 "
TO OUTSIDE CURB
EDGE OF SIDEWALK
EXISTING CONCRETE A
WALK
5.00'
24" MIN
TYPICAL
BOLLARD LOCATION
SEE DETAIL 6
THIS SHEET FOR
INSTALLATION
ARGING STN & BOLLARD LOCATION DETAIL
PAVEMENT
A
00
Z
W
q- W
CO
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W
V
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■ -'
t
This drawing was prepared solely for the use of
Verizon Wireless and must only be used by Verizon
Wireless employees, contractors, and vendors while
performing the work shown on this drawing. Any
other use of this drawing is forbidden.
Page/
400 W. Cesar Chavez Street Fifth Floor
Austin, TX 78701
pagethink.com
TEL 512 472 6721
FAX 512 477 3211
ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING
Austin / Dallas / Denver / Houston / Washington DC /
International Affiliate Offices
N
NETWORK COMPLIANCE SUBMITTALS
60% SUBMISSION
DATE
DATE
08/05/16
PROJECT NO:
116028
STAMP
CAD DWG FILE:
C511.dwg
This document is released for
INTERIM REVIEW
DESIGNED BY:
DLK
under the authority of
DENNY LEE KUMM, P.E. 65965
DRAWN BY:
DBW
on
05 AUG 2016
CHECKED BY:
DLK
It is not to be used for
REGULATORY APPROVAL, BIDDING,
PERMIT, OR CONSTRUCTION
COPYRIGHT:
purposes.
exas Board of Professional Engineer -
Firm Registration No. 958
Page Southerland Page, LLP
SHEET TITLE
CIVIL
SITE DETAILS
SHEET NUMBER
C511
ZA16-068
L
Site Photographs
View from W. Kirkwood Blvd to electrical vehicle charging spaces
View north from W. Dove Road to electrical vehicle charging spaces
ZA16-068 Photos Page 1
View west to electrical vehicle charging spaces
ZA16-068 Photos Page 2