c:usersagraydesktopu78 aep corpus christi - arch [email protected] - sheet … · 2017-04-28 ·...
TRANSCRIPT
25 X 25SHELTER
123 spaces
visitor entrysign
employee & deliveryentry only sign
chainlink fencearound parking
GATE
GATE
CARD READER
40 spaces
ENTRY
15 -VISITOR PARKING
ENTRY
ENTRY
ENTRY
SHARED ACCESS DRIVETO SITE TO NORTH
AYERS STREET
CROSSTOWN ACCESS RD
CARD READER
TOTAL EMPLOYEEPARKING - 163
CHAINLINK
FUEL/ DEF
COVER PARKING CANOPY30 OPEN SPACES
GATE
TRASH &SCRAP BINS
GATE
CONCRETE PAVING
CONCRETE PAVING
PROPERTY LINE
DOCK BAY
CANTILEVERED GATE
GATE
EMERG. GENENCLOSURE /AIR COMP. / HIGHVOL. YARD HYDRANT
TRUCK TEST AREA23- companyvehicles
30- company vehicles
25 X 50 TRANSFORMERSTORAGE
GATE
25 X 40 DRIVETHRU W
ASH BAY
OLD POLESJUNKTRANSFORMERS
RETURN CABLE
ROLE PIPESLEEVES
URD PADS
DIST. WIRE
OH TRANSFORMERSREG/SECT
GOAB/CAPX-ARM/PVC/MTL PIPE
STAGING CONT.STAGING AEP
18- company vehicles
35
40
40
45
50
55-65
40-60
35 - 45
2000 sf TELECOM LAY DOWN
© 2
01
7 M
oo
dy/N
ola
n In
c.
Dwg. Coord.: Tech. Coord.:
PR
IN
T D
AT
E:
FIL
E IN
FO
:
5001 Spring Valley RoadSuite 225EDallas, TX 75244
Phone: (214) 377-8662
Tuesday, A
pril 25, 2017
12:36:21 P
M
S:\P
rojects\43000up\43121\0000\dw
g\431210000-G
R.dw
g
16578
04-27-2017
CORPUS CHRISTI
AMERICAN ELECTRIC
POWER
MCY MCY
PERMIT
# DATE CHANGE DESCRIPTION
C202GRADING PLAN
AutoCAD SHX Text
S
AutoCAD SHX Text
EX. FH
AutoCAD SHX Text
SIDEWALK DRAIN
AutoCAD SHX Text
SIDEWALK DRAIN
AutoCAD SHX Text
SIDEWALK DRAIN
AutoCAD SHX Text
TX. REG. 78198 (04/27/2017)
AutoCAD SHX Text
WAS AUTHORIZED BY MURRAY F. HUDSON, P.E.
AutoCAD SHX Text
THE SEAL APPEARING ON THIS DOCUMENT
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
78198
AutoCAD SHX Text
MURRAY F. HUDSON
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
G
AutoCAD SHX Text
S
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
X
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
1"=40'
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
80
AutoCAD SHX Text
40
AutoCAD SHX Text
GENERAL NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONSTRUCTION AND MATERIALS SHALL BE IN CONSTRUCTION AND MATERIALS SHALL BE IN AND MATERIALS SHALL BE IN AND MATERIALS SHALL BE IN MATERIALS SHALL BE IN MATERIALS SHALL BE IN SHALL BE IN SHALL BE IN BE IN BE IN IN IN ACCORDANCE WITH THE CITY OF CORPUS CHRISTI WITH THE CITY OF CORPUS CHRISTI WITH THE CITY OF CORPUS CHRISTI THE CITY OF CORPUS CHRISTI THE CITY OF CORPUS CHRISTI CITY OF CORPUS CHRISTI CITY OF CORPUS CHRISTI OF CORPUS CHRISTI OF CORPUS CHRISTI CORPUS CHRISTI CORPUS CHRISTI CHRISTI CHRISTI STANDARDS AND PRACTICES. 2. IT SHALL BE THE RESPONSIBILITY OF THE IT SHALL BE THE RESPONSIBILITY OF THE SHALL BE THE RESPONSIBILITY OF THE SHALL BE THE RESPONSIBILITY OF THE BE THE RESPONSIBILITY OF THE BE THE RESPONSIBILITY OF THE THE RESPONSIBILITY OF THE THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE OF THE OF THE THE THE CONTRACTOR TO NOTIFY ALL APPROPRIATE UTILITY TO NOTIFY ALL APPROPRIATE UTILITY TO NOTIFY ALL APPROPRIATE UTILITY NOTIFY ALL APPROPRIATE UTILITY NOTIFY ALL APPROPRIATE UTILITY ALL APPROPRIATE UTILITY ALL APPROPRIATE UTILITY APPROPRIATE UTILITY APPROPRIATE UTILITY UTILITY UTILITY COMPANIES 48 HOURS PRIOR TO ACTUAL 48 HOURS PRIOR TO ACTUAL 48 HOURS PRIOR TO ACTUAL HOURS PRIOR TO ACTUAL HOURS PRIOR TO ACTUAL PRIOR TO ACTUAL PRIOR TO ACTUAL TO ACTUAL TO ACTUAL ACTUAL ACTUAL CONSTRUCTION FOR THE EXACT LOCATION OF FOR THE EXACT LOCATION OF FOR THE EXACT LOCATION OF THE EXACT LOCATION OF THE EXACT LOCATION OF EXACT LOCATION OF EXACT LOCATION OF LOCATION OF LOCATION OF OF OF EXISTING UTILITIES AND UNDERGROUND IRRIGATION UTILITIES AND UNDERGROUND IRRIGATION UTILITIES AND UNDERGROUND IRRIGATION AND UNDERGROUND IRRIGATION AND UNDERGROUND IRRIGATION UNDERGROUND IRRIGATION UNDERGROUND IRRIGATION IRRIGATION IRRIGATION SYSTEMS. 3. BARRICADE AND TRAFFIC CONTROL SHALL COMPLY BARRICADE AND TRAFFIC CONTROL SHALL COMPLY AND TRAFFIC CONTROL SHALL COMPLY AND TRAFFIC CONTROL SHALL COMPLY TRAFFIC CONTROL SHALL COMPLY TRAFFIC CONTROL SHALL COMPLY CONTROL SHALL COMPLY CONTROL SHALL COMPLY SHALL COMPLY SHALL COMPLY COMPLY COMPLY WITH "UNIFORM BARRICADING STANDARDS AND "UNIFORM BARRICADING STANDARDS AND "UNIFORM BARRICADING STANDARDS AND BARRICADING STANDARDS AND BARRICADING STANDARDS AND STANDARDS AND STANDARDS AND AND AND PRACTICES"; CORPUS CHRISTI, TEXAS. 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL IS RESPONSIBLE FOR OBTAINING ALL IS RESPONSIBLE FOR OBTAINING ALL RESPONSIBLE FOR OBTAINING ALL RESPONSIBLE FOR OBTAINING ALL FOR OBTAINING ALL FOR OBTAINING ALL OBTAINING ALL OBTAINING ALL ALL ALL APPLICABLE PERMITS AND/OR PAYING ANY PERMITS AND/OR PAYING ANY PERMITS AND/OR PAYING ANY AND/OR PAYING ANY AND/OR PAYING ANY PAYING ANY PAYING ANY ANY ANY NECESSARY FEES. NO SEPARATE PAYMENT WILL BE FEES. NO SEPARATE PAYMENT WILL BE FEES. NO SEPARATE PAYMENT WILL BE NO SEPARATE PAYMENT WILL BE NO SEPARATE PAYMENT WILL BE NO SEPARATE PAYMENT WILL BE SEPARATE PAYMENT WILL BE SEPARATE PAYMENT WILL BE PAYMENT WILL BE PAYMENT WILL BE WILL BE WILL BE BE BE ALLOWED. 5. THE CONTRACTOR MUST COMPLY WITH PROVISIONS THE CONTRACTOR MUST COMPLY WITH PROVISIONS CONTRACTOR MUST COMPLY WITH PROVISIONS CONTRACTOR MUST COMPLY WITH PROVISIONS MUST COMPLY WITH PROVISIONS MUST COMPLY WITH PROVISIONS COMPLY WITH PROVISIONS COMPLY WITH PROVISIONS WITH PROVISIONS WITH PROVISIONS PROVISIONS PROVISIONS OF THE CITY OF CORPUS CHRISTI WATER THE CITY OF CORPUS CHRISTI WATER THE CITY OF CORPUS CHRISTI WATER CITY OF CORPUS CHRISTI WATER CITY OF CORPUS CHRISTI WATER OF CORPUS CHRISTI WATER OF CORPUS CHRISTI WATER CORPUS CHRISTI WATER CORPUS CHRISTI WATER CHRISTI WATER CHRISTI WATER WATER WATER CONSERVATION AND DROUGHT CONTINGENCY PLAN AS AND DROUGHT CONTINGENCY PLAN AS AND DROUGHT CONTINGENCY PLAN AS DROUGHT CONTINGENCY PLAN AS DROUGHT CONTINGENCY PLAN AS CONTINGENCY PLAN AS CONTINGENCY PLAN AS PLAN AS PLAN AS AS AS AMENDED. COMPLIANCE INCLUDES INCORPORATION OF COMPLIANCE INCLUDES INCORPORATION OF COMPLIANCE INCLUDES INCORPORATION OF INCLUDES INCORPORATION OF INCLUDES INCORPORATION OF INCORPORATION OF INCORPORATION OF OF OF THE VARIABLE WATER CONSERVATION MEASURES VARIABLE WATER CONSERVATION MEASURES VARIABLE WATER CONSERVATION MEASURES WATER CONSERVATION MEASURES WATER CONSERVATION MEASURES CONSERVATION MEASURES CONSERVATION MEASURES MEASURES MEASURES ESTABLISHED FOR ENVIRONMENTAL CONDITIONS. FOR ENVIRONMENTAL CONDITIONS. FOR ENVIRONMENTAL CONDITIONS. ENVIRONMENTAL CONDITIONS. ENVIRONMENTAL CONDITIONS. CONDITIONS. CONDITIONS. CONTRACTOR MUST COMPLY WITH AND KEEP A COPY MUST COMPLY WITH AND KEEP A COPY MUST COMPLY WITH AND KEEP A COPY COMPLY WITH AND KEEP A COPY COMPLY WITH AND KEEP A COPY WITH AND KEEP A COPY WITH AND KEEP A COPY AND KEEP A COPY AND KEEP A COPY KEEP A COPY KEEP A COPY A COPY A COPY COPY COPY OF THESE PROVISIONS ON THE PROJECT SITE THESE PROVISIONS ON THE PROJECT SITE THESE PROVISIONS ON THE PROJECT SITE PROVISIONS ON THE PROJECT SITE PROVISIONS ON THE PROJECT SITE ON THE PROJECT SITE ON THE PROJECT SITE THE PROJECT SITE THE PROJECT SITE PROJECT SITE PROJECT SITE SITE SITE THROUGHOUT THE ENTIRE CONSTRUCTION. 6. A PERMIT IS REQUIRED FOR ANY EXCAVATION IN A PERMIT IS REQUIRED FOR ANY EXCAVATION IN PERMIT IS REQUIRED FOR ANY EXCAVATION IN PERMIT IS REQUIRED FOR ANY EXCAVATION IN IS REQUIRED FOR ANY EXCAVATION IN IS REQUIRED FOR ANY EXCAVATION IN REQUIRED FOR ANY EXCAVATION IN REQUIRED FOR ANY EXCAVATION IN FOR ANY EXCAVATION IN FOR ANY EXCAVATION IN ANY EXCAVATION IN ANY EXCAVATION IN EXCAVATION IN EXCAVATION IN IN IN PUBLIC RIGHT OF WAY. EXCAVATION MEANS AN RIGHT OF WAY. EXCAVATION MEANS AN RIGHT OF WAY. EXCAVATION MEANS AN OF WAY. EXCAVATION MEANS AN OF WAY. EXCAVATION MEANS AN WAY. EXCAVATION MEANS AN WAY. EXCAVATION MEANS AN EXCAVATION MEANS AN EXCAVATION MEANS AN MEANS AN MEANS AN AN AN ACTIVITY THAT CUTS, PENETRATES, OR BORES UNDER THAT CUTS, PENETRATES, OR BORES UNDER THAT CUTS, PENETRATES, OR BORES UNDER CUTS, PENETRATES, OR BORES UNDER CUTS, PENETRATES, OR BORES UNDER PENETRATES, OR BORES UNDER PENETRATES, OR BORES UNDER OR BORES UNDER OR BORES UNDER BORES UNDER BORES UNDER UNDER UNDER ANY PORTION OF THE PUBLIC RIGHT OF WAY THAT PORTION OF THE PUBLIC RIGHT OF WAY THAT PORTION OF THE PUBLIC RIGHT OF WAY THAT OF THE PUBLIC RIGHT OF WAY THAT OF THE PUBLIC RIGHT OF WAY THAT THE PUBLIC RIGHT OF WAY THAT THE PUBLIC RIGHT OF WAY THAT PUBLIC RIGHT OF WAY THAT PUBLIC RIGHT OF WAY THAT RIGHT OF WAY THAT RIGHT OF WAY THAT OF WAY THAT OF WAY THAT WAY THAT WAY THAT THAT THAT HAS BEEN IMPROVED WITH A PAVED SURFACE FOR BEEN IMPROVED WITH A PAVED SURFACE FOR BEEN IMPROVED WITH A PAVED SURFACE FOR IMPROVED WITH A PAVED SURFACE FOR IMPROVED WITH A PAVED SURFACE FOR WITH A PAVED SURFACE FOR WITH A PAVED SURFACE FOR A PAVED SURFACE FOR A PAVED SURFACE FOR PAVED SURFACE FOR PAVED SURFACE FOR SURFACE FOR SURFACE FOR FOR FOR STREET, SIDEWALK, SURFACE DRAINAGE, OR RELATED SIDEWALK, SURFACE DRAINAGE, OR RELATED SIDEWALK, SURFACE DRAINAGE, OR RELATED SURFACE DRAINAGE, OR RELATED SURFACE DRAINAGE, OR RELATED DRAINAGE, OR RELATED DRAINAGE, OR RELATED OR RELATED OR RELATED RELATED RELATED PUBLIC TRANSPORTATION INFRASTRUCTURE TRANSPORTATION INFRASTRUCTURE TRANSPORTATION INFRASTRUCTURE INFRASTRUCTURE INFRASTRUCTURE PURPOSES. PERMITS WILL NOT BE ISSUED FOR PERMITS WILL NOT BE ISSUED FOR PERMITS WILL NOT BE ISSUED FOR WILL NOT BE ISSUED FOR WILL NOT BE ISSUED FOR NOT BE ISSUED FOR NOT BE ISSUED FOR BE ISSUED FOR BE ISSUED FOR ISSUED FOR ISSUED FOR FOR FOR EXCAVATION IN ANY PUBLIC WAY THAT HAS BEEN IN ANY PUBLIC WAY THAT HAS BEEN IN ANY PUBLIC WAY THAT HAS BEEN ANY PUBLIC WAY THAT HAS BEEN ANY PUBLIC WAY THAT HAS BEEN PUBLIC WAY THAT HAS BEEN PUBLIC WAY THAT HAS BEEN WAY THAT HAS BEEN WAY THAT HAS BEEN THAT HAS BEEN THAT HAS BEEN HAS BEEN HAS BEEN BEEN BEEN CONSTRUCTED, RECONSTRUCTED, REPAVED, OR RECONSTRUCTED, REPAVED, OR RECONSTRUCTED, REPAVED, OR REPAVED, OR REPAVED, OR OR OR RESURFACED IN THE PRECEDING PERIOD OF FIVE IN THE PRECEDING PERIOD OF FIVE IN THE PRECEDING PERIOD OF FIVE THE PRECEDING PERIOD OF FIVE THE PRECEDING PERIOD OF FIVE PRECEDING PERIOD OF FIVE PRECEDING PERIOD OF FIVE PERIOD OF FIVE PERIOD OF FIVE OF FIVE OF FIVE FIVE FIVE YEARS FROM THE DATE OF ACCEPTANCE BY THE FROM THE DATE OF ACCEPTANCE BY THE FROM THE DATE OF ACCEPTANCE BY THE THE DATE OF ACCEPTANCE BY THE THE DATE OF ACCEPTANCE BY THE DATE OF ACCEPTANCE BY THE DATE OF ACCEPTANCE BY THE OF ACCEPTANCE BY THE OF ACCEPTANCE BY THE ACCEPTANCE BY THE ACCEPTANCE BY THE BY THE BY THE THE THE PUBLIC WORKS CONSTRUCTION ENTITY.
AutoCAD SHX Text
x29.4 /
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
GROUND SPOT ELEVATION
AutoCAD SHX Text
EXISTING SPOT ELEVATION
AutoCAD SHX Text
EX. SIDEWALK
AutoCAD SHX Text
EX. CURB AND GUTTER
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
TC
AutoCAD SHX Text
TOP OF CURB
AutoCAD SHX Text
TP
AutoCAD SHX Text
TOP OF PAVEMENT
AutoCAD SHX Text
(10.00)
AutoCAD SHX Text
10.00
AutoCAD SHX Text
PROPOSED CONTOUR
AutoCAD SHX Text
EXISTING CONTOUR
AutoCAD SHX Text
14.0
AutoCAD SHX Text
14.0
AutoCAD SHX Text
TC 10.00
AutoCAD SHX Text
TW
AutoCAD SHX Text
TOP OF WALK
AutoCAD SHX Text
FF
AutoCAD SHX Text
FINISHED FLOOR
AutoCAD SHX Text
PAVEMENT SPOT ELEVATION
AutoCAD SHX Text
DRAINAGE SWALE
AutoCAD SHX Text
GRADING AT FOUNDATION
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
BRICK LEDGE
AutoCAD SHX Text
ALL NATURAL GROUND DIRECTLY ADJACENT TO BUILDING FOUNDATION SHALL BE SET AT 6" BELOW FINISHED FLOOR UNLESS OTHERWISE NOTED ON THIS SHEET. IN NO CASE SHALL THE NATURAL GROUND, OR VEGETATION BE PLACED ABOVE THE BRICK LEDGE.
AutoCAD SHX Text
NOTE: CONTRACTOR TO COORDINATE WITH OWNER AND ENGINEER PRIOR TO CONSTRUCTION REGARDING DRAINAGE CONCERNS FOR EXISTING SUB-STATION