HomeMy WebLinkAboutDrawingX-16" WATER LINE
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT
LOCATION OF ALL EXISTING UTILITIES AND SHALL CONTACT
UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE
OF ANY EXCAVATION.
COLLEGE STATION ENGR. BOB MOSLEY, P.E. - 764.3690
TXU ELECTRIC AND GAS KIM WINN - 774.2506
VERIZON - DIGTEST 800.344.8377
COX COMMUNICATION MIKE LAVENDAR - 846.2349
COLLEGE STATION ELEC. - TONY MICHALSKY - 764.3660
X-8" WATER LINE �► T- �,_ -�- _, -, _ _
D E AC N 42*08'25" E ' R .O.W. _ _�_ W
®Q/`E
EXISTING 47' 7
64.25' D. -7 '5431 PAV EMENT)
N 4 AS PHALT
191.9 5 N
PROPOSED 6' WALK 6:7•30) X-4' WALK 3:
' 25' SETBACK PROPOSED 6' WALK CHD.:S 87*0 '28" E
'
® INCH RADIUS. CONTACT MIKE LAVENDAR (Ylw) 846 -1989. HEALTHY GROUND COVER IN AREAS AFFECTED BY CONSTRUCTION. 31 N- 30' SLOPE CONTROL &
EXCAVATE AND REMOVE ALL ORGANIC, UNSTABLE AND OR SATURATED UTILITY EASEMENT
COLLEGE STATION ELECTRICAL SERVICE: SOILS PRIOR TO PLACEMENT OF ANY FILL MATERIAL OR CONCRETE
TO AVOID SETTLEMENT. SEE GEOTECHNICAL REPORT FOR COMPACTION 0
BURIED CONDUIT) REQUIREMENTS. 0
SILT FENCE SHALL BE PLACED ALONG THE PROPERTY LINES AS PER
L0
DEVELOPER INSTALLS 2-2" GRAY SCHEDULE #40 P.V.C. CONDUITS (PRIMARY) THE SEDIMENT CONTROL PLAN TO KEEP SEDIMENT ON THE SITE.
AND INSTALLS 1 -4" GRAY SCHEDULE #40 P.V.C. CONDUIT (SECONDARY) ALL CURBS AND CURB ENDS SHALL BE PAINTED WITH FOUR INCH
AS PER CITY SPECIFICATIONS AND DESIGN 48" BELOW FINISHED GRADE. WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY
COORDINATE ELECTRICAL SERVICE DETAILS WITH ELECTRICAL ZONE" WORDING WILL NOT BE SPACED MORE THAN FIFTEEN FEET
OPERATIONS COORDINATOR. CONTACT TONY MICHALSKI 0 APART.
(979) 764-3660 DEVELOPER INSTALLS CONDUIT AS PER CITY OF ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY'S
COLLEGE STATION STANDARD SPECIFICATIONS AND DESIGN. STANDARD DETAILS AND SPECIFICATIONS AND SHALL COORDINATE
DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION ACTIVITIES WITH THE CITY'S WATER AND SEWER
CONSTRUCTION PURPOSES AND PERMANENT EASEMENT WHEN SUPERINTENDENT TO AVOID DAMAGE TO EXISTING UNDERGROUND Lo
CONSTRUCTION IS COMPLETE. WATER AND SEWER FACILITIES. 5 FEET CUAI I BE n
DEPTHS ALL TRENCH DEPTHS GREATER INNN
DEVELOPER POURS TRANSFORMER PAD PER CITY SPECIFICATIONS. GUARDED FROM CAVE-IN BY A SATISFACTORY SYSTEM OF
DEVELOPER PROVIDES 30' - #4 RIGID CONDUIT FOR RISER POLE. BRACING, SHORING, SHEETING OR OTHER MEANS IN CONFORMANCE
FROM THE TRANSFORMER TO THE BUILDING. THE CITY WILL MAKE UP
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VERIZON SERVICE: (BURIED CONDUIT)
SERVICE CONNECTION.
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THE DEVELOPER SHALL MEET WITH ELECTRIC DEPARTMENT PERSONEL
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PLACE--- - - - - -- CONDUITS) WITH PULL STRING FROM THE
TO FINALIZE THE EXACT LOCATION OF ELECTRICAL LINES AND
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OUTSIDE OF THE BUILDING TERMINATION TO THE LOCATION SHOWN
TRANFORMER.
THE SUBJECT PROP IS CURRENTLY ZONED R-5
ON THE PLANS . CONDUIT SHALL ELL UP 4 FEET AT THE OUTSIDE
THE DEVELOPER PROVIDES LOAD DATA FOR THE PROJECT.
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BUILDING LOCATION AND 6 INCHES AT THE TERMINATION POINT.
20 FEET OF
THE DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECIFICATIONS
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THE OUTSIDE BUILDING TERMINATION SHALL BE WITHIN
DESIGN, (PULL BOXES WILL BE PROVIDED BY THE CITY).
TEMPORARY PLUG
ELECTRICAL POWER, IF NOT THE CONTRACTOR SHALL PLACE AN
AND
TO CONDO
8' X 5/8" COPPER GROUND ROD AT THE BASE OF THE TERMINATION.
THE DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE
0
COX COMMUNICATIONS SERVICE:
AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTS).
X-6" WATER LINE
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MISCELLANEOUS:
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BURIED CONDUIT)
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207'
OPOSEID
ALL PARKING LOT DIMENSIONS TO FACE UNLESS OTHERWISE STATED.
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CONTRACTOR SHALL KEEP ALL ROADWAYS CLEAR OF MUD AND
[,-
PLACE --------- CONDUIT(S) FROM THE EASEMENT OF ROW TO A
DEBRIS AT ALL TIMES.
-FIRE HYDRANT
DEMARK LOCATION AT THE BUILDING. PLACE THE CONDUIT IN THE
IN ALL INSTANCES REMOVE TOP LAYER OF ORGANIC MATERIAL
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SAME TRENCH AS THE ELECTRICAL SERVICE LINE. STUB UP THE
PRIOR TO BEGINNING FILL.
CONDUIT IN THE EASEMENT AND ALLOW A MINIMUM OF FOUR FEET
THE CONTRACTOR SHALL CONTAIN ALL SEDIMENT FROM THE
ilOiF w G
OF CLEARANCE AROUND THE ELECTRICAL TRANSFORMER OR TURN
CONSTRUCTION ACTIVITIES ON SITE BY THE USE OF HAY
1
PEAK HOURLY = ADJUSTED DAILY * 3.0 Z
BALES AND OR SEDIMENTATION FENCING.
CL
UP NEXT TO THE ELECTRICAL POLE AT THE BUILDING STUB UP INTO
SOLID WAST
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1
ALL MUD AND DEBRIS DEPOSITED IN THE STREETS AS A RESULT
X-6" WATER LINE
THE MECHANICAL ROOM, TELECOM ROOM, OR NEXT TO THE BUILDING
OF BECOMING SEPARATED FROM VEHICLES OR EQUIPMENT LEAVING
BY THE ELECTRICAL METER. THE PVC CONDUIT SHOULD BE AT LEAST
SITE SHALL BE REMOVED FROM THE STREET IMMEDIATELY.
TWO INCHES OR LARGER AND ALL SWEEPS ARE A MINIMUM OF 18
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING
X-16" WATER LINE
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT
LOCATION OF ALL EXISTING UTILITIES AND SHALL CONTACT
UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE
OF ANY EXCAVATION.
COLLEGE STATION ENGR. BOB MOSLEY, P.E. - 764.3690
TXU ELECTRIC AND GAS KIM WINN - 774.2506
VERIZON - DIGTEST 800.344.8377
COX COMMUNICATION MIKE LAVENDAR - 846.2349
COLLEGE STATION ELEC. - TONY MICHALSKY - 764.3660
X-8" WATER LINE �► T- �,_ -�- _, -, _ _
D E AC N 42*08'25" E ' R .O.W. _ _�_ W
®Q/`E
EXISTING 47' 7
64.25' D. -7 '5431 PAV EMENT)
N 4 AS PHALT
191.9 5 N
PROPOSED 6' WALK 6:7•30) X-4' WALK 3:
' 25' SETBACK PROPOSED 6' WALK CHD.:S 87*0 '28" E
'
® INCH RADIUS. CONTACT MIKE LAVENDAR (Ylw) 846 -1989. HEALTHY GROUND COVER IN AREAS AFFECTED BY CONSTRUCTION. 31 N- 30' SLOPE CONTROL &
EXCAVATE AND REMOVE ALL ORGANIC, UNSTABLE AND OR SATURATED UTILITY EASEMENT
COLLEGE STATION ELECTRICAL SERVICE: SOILS PRIOR TO PLACEMENT OF ANY FILL MATERIAL OR CONCRETE
TO AVOID SETTLEMENT. SEE GEOTECHNICAL REPORT FOR COMPACTION 0
BURIED CONDUIT) REQUIREMENTS. 0
SILT FENCE SHALL BE PLACED ALONG THE PROPERTY LINES AS PER
L0
DEVELOPER INSTALLS 2-2" GRAY SCHEDULE #40 P.V.C. CONDUITS (PRIMARY) THE SEDIMENT CONTROL PLAN TO KEEP SEDIMENT ON THE SITE.
AND INSTALLS 1 -4" GRAY SCHEDULE #40 P.V.C. CONDUIT (SECONDARY) ALL CURBS AND CURB ENDS SHALL BE PAINTED WITH FOUR INCH
AS PER CITY SPECIFICATIONS AND DESIGN 48" BELOW FINISHED GRADE. WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY
COORDINATE ELECTRICAL SERVICE DETAILS WITH ELECTRICAL ZONE" WORDING WILL NOT BE SPACED MORE THAN FIFTEEN FEET
OPERATIONS COORDINATOR. CONTACT TONY MICHALSKI 0 APART.
(979) 764-3660 DEVELOPER INSTALLS CONDUIT AS PER CITY OF ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY'S
COLLEGE STATION STANDARD SPECIFICATIONS AND DESIGN. STANDARD DETAILS AND SPECIFICATIONS AND SHALL COORDINATE
DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION ACTIVITIES WITH THE CITY'S WATER AND SEWER
CONSTRUCTION PURPOSES AND PERMANENT EASEMENT WHEN SUPERINTENDENT TO AVOID DAMAGE TO EXISTING UNDERGROUND Lo
CONSTRUCTION IS COMPLETE. WATER AND SEWER FACILITIES. 5 FEET CUAI I BE n
DEPTHS ALL TRENCH DEPTHS GREATER INNN
DEVELOPER POURS TRANSFORMER PAD PER CITY SPECIFICATIONS. GUARDED FROM CAVE-IN BY A SATISFACTORY SYSTEM OF
DEVELOPER PROVIDES 30' - #4 RIGID CONDUIT FOR RISER POLE. BRACING, SHORING, SHEETING OR OTHER MEANS IN CONFORMANCE
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PROPOSED
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THE SUBJECT PROP IS CURRENTLY ZONED R-5
5' WALK
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ZONED R
A,
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GRADE COVERS INSTALLED (TY PICAL).
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1 SPACE PER BEDROOM X 3 X 94 = 282 SPACES
PROVIDED: 297 SPACES
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TEMPORARY PLUG
SERVICE LINE
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TO CONDO
1
SEWER SERVICE: WATER SERVIC
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10
(GALLONS PER MINUTE) (GALLONS PER MINUTE)
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ADJUSTED DAILY = 29.4 GPM ADJUSTED DAILY = 29.4 GPM
AVERAGE DAILY = 19.6 GPM
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P
OPOSEID
AVERAGE DAILY = 19.6 GPM
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WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
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AVERAGE DAILY -FLOW:
4�
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282 BEDROOMS X 100 GPD PER BEDROOM 1440 = 19.6 GPM
ADJUSTED DAILY = AVERAGE DAILY * 1.5
D==
1
1
PEAK HOURLY = ADJUSTED DAILY * 3.0 Z
- 1
CL
AN--OU
SOLID WAST
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1
DEVELOPER INSTALLS FIRST 10 FEET UP POLE / CITY OTHER 20 (OSHA) AND STATE REGULATION STANDARDS.
FEET.
SOLID WASTE PICK-UP WILL BE BY DUMPSTER AT
14
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ALL SOLID WASTE CONTAINER PADS MUST EQUAL OR
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EXCEED 12' X 12'.
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PROPO ED FIRE HYDRANT
Z
-6" SAN
3WR.
X 15 UTILITY EASEMENT
/ [. 1 k rtX_8" WATER LINE VX-8" WATER LINE
PROP. 4' WA K 10 R.O.W. - EXISTING 39' B.B. PAVEMENT) PROP. MANHOLE X-8" WATER LINE
1 PROP. 4' WALK v *f ( ASPHALT
I I v r PROP. 4' WALK
LOT 10, BLOCK 71 10 U)
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DEVELOPER INSTALLS OUTSIDE DISCONNECT PER CITY ORDINANCE. SOUTHWOOD VALLEY - SECTION 28 z wl V) (n
THE TRANFORMER. ZONED R-5 20' SLOPE CONTROL & (n 9 V)l DRIVE 'N V) 1
THE ELECTRICAL METER WILL BE ON PROPOSED MANHOLE 6' HIGH WOOD w 04 PROPOSED 23 -1 (14 af
SCREENING FENCE UTILITY EASEMENT 0 - 1 `1 1 -1 . '4 B a
THE DEVELOPER IS RESPONSIBLE FOR THE INSTALLATION OF SERVICE PROP. 6" SAN. SWR. X tl - U) @ @
SOLID WASTE -6" SAN. SWR. 0
3 CONTAINER z
MANHOLE w
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N 42*08'25" E 437.0 ' PROP. MANH
7 cr. w
CONTAINER N!H!O.�L- w
It I . .. . I . . �. . �, . .. 1. - PROPOSE 5 WALK ' •t1J SOLID WASTE
X-ELECTRICAL TRANSFORMER X-MA
6' HIGH WOOD F 0
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LM 5 5 .25' .25' 25' -.40 W Lo t
SCREENING FENCE j
- �;790FO - SE - D- 15 - • --. * --,' - - 1. il PROPOSED 5'_D_RIVE_ <
F QNVE- - Pl hA Z' :r
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PROP. 6. WIDE F N <
WeE FLUME A
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18'(TYP.) PROP. 2' WIDE
P u IN L)./
40..3 ,31 /1,
4" SS
> - - - - - - - 18' (TYP.) 18'(TYP.)
40.33' 1
4 SS
V) --- - - - - -- -- 3 c\1
40.3 in 40-33' x
x w 1 4) 32.;4:) 3 Z 3 2.25
PROP. 6
N PROP WATER LI fy I
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47 SAN. SWR 5 1� 59 62 41 41
X I - - �, 7 6 W 8 w 79 W "78 -u 7 7 75 4
40 .33' 1-1/2" WS 40.33' 1-1/2" WS u u CA
uj 40.33' 4
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N w y IQ U)
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Of IQ 0� - I
9 ui ro
M 46 51 1� 58 63 T T PROPO 5' WALK T
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F- z :i@
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c� z 40,33' 4 40,33' 4' LL
0 4" - __< >_ 40.3,5 1 1 1 11 ! 111 1 1 ' rill @
_cT_ + SS C) -
< _w < 0 w to III 1 "1 1 1 1 !� � 4. 1
t4 0
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Z c � 0 @ U) @_j to
w 0 0- 0 1� 57 64
< 45 52 a- - PROPOSED N X
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0
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0 P Q
40.33' 0- 1-1/2" WS 1 40-33' 1/2 S OL,
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0 3' 40 1 1 0 @ /-X-4' WALK
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b , I - IL �1 �4 1A !10 1
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44 - 4 Ln T_ 0i PROPO PROP. 6" aPRM1vvr<, 65 WALK
0 LINE 18'(TYP.) AN A
40,33' 4" SS .40 3 2 .25' 32.25' 2.25
PRO
CLEAN OU
Z 4 0.33' 4" SS /Z
4U - 40.3
ry - L4 6 - (,4
N �
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0 43 54 N 55 CLEAN OUT 00 ' 67 68 69 70 71 72 73
b 0 0 0 0
W 1" WS i WS 3'
m 40.33' 33 40.33' 40 .33'
B 23' -.23'
OW Q17TMAf-W 25' SETBACK METER IRRIG ION @ BACK7,
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4
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-8" WATER LINE
X-DRIVEWAY
X-8" WATER LINE
X-DRIVEWAY
X-4' 'TTALr\
6" WATER LINE -15' SETBACK
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WA rM 01 ffA FA Fff, a
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END PROFj. 4' WALK ui Z �l� /, 9 / N 42*08 25 F 762.56 z -
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THE SUBJECT PROP IS CURRENTLY ZONED R-5
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ZONED R
A,
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GRADE COVERS INSTALLED (TY PICAL).
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1 SPACE PER BEDROOM X 3 X 94 = 282 SPACES
PROVIDED: 297 SPACES
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TEMPORARY PLUG
SERVICE LINE
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TO CONDO
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SEWER SERVICE: WATER SERVIC
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(GALLONS PER MINUTE) (GALLONS PER MINUTE)
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ADJUSTED DAILY = 29.4 GPM ADJUSTED DAILY = 29.4 GPM
AVERAGE DAILY = 19.6 GPM
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AVERAGE DAILY = 19.6 GPM
PEAK HOURLY = 88.2 GPM PEAK HOURLY = 88.2 GPM
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X-DRIVEWAY
X-4' 'TTALr\
6" WATER LINE -15' SETBACK
W L\
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-PROP. MANHOLE
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D I E DRIVE I I :�L_
iisr V , 1 wti 40.33,
WS
r 42
/-X-FIRE HYDRANT
t
X-8" WATER LINE
4' NALK 5.
X I A I I X-DRIVEWAY
X-DRIVEWAY
< 40.33, 4C - - - - - - - - - -
40. 40.3 40,33' PROP.
C4 P. 6 SAN. SWR.
'o PROP. 6" c\1 PRO N SAN. SW`R. SAN. SWR. 41
8 17 Ln
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5 u� 1 1-1/2" VVS
I -
1-1/2" 1 1/2" WS 40.33' 40 .33' 0
1 -1 /2" WS 40.33' 40.3,3' >_ - 0 00
40
1A 4 0.33' 40 w w
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w in > _j
0 > N _j 0� < N N 0 CO Y _j c� 9 FE ::17-. � 21 c� 28 :2 - N 33 40
tQ 16 _ n LN I
4 �@o V) Ln @ 0 B @ 0 L o
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B to 4
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0 40.33' 14" cj_ 40.33' - - - -s-11. J 'y I
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SS SS a S
S E LL
40.33 w w
SS 0 3
w w
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W w 0) 0) (A V) @ to
40.3 w @ 0 40.3 12 W B CF) 0 _j 0
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27 cli 0 a- 7 A 0 39
0 a_ 0 0 -_ a- 0. 0
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af 1 - 1 /2" WS 40_33 CL I 4 0,33' _j
1--�1/2" WS IL 1-1/2 WS 40.33'
40,33'
40.33' 40
40.3 2" Wr- 0
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W PR P. 6" N
WAT LINE N 0
PROP. 23 N 26 :tW A R 35 Pi OP. 6" 38 V)
2 14
::LOP. 6" c\1 Ui
Cn WATER LINE to W1 Z. LINE
:R LINE
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WATER 4" Ls- - 40.33, 18 (TYP.) __ - 4 33' .33 12' 18'(TYP.) 4" SS 40' _ 40.33' 12'
F' I ,33- - 40.33
40.33' 40 u �PROPOSED SS
C4 4PROP PROPOSED PROPOSED io to
Lo ON -oO CLEAN-OUT -CLEAN-O7 c\I Ln c\1 12 13 1 24 25 36 37
B 8 c� U (�9 n 1)
40 33' 1" WS I 40.33' 40.3 1" WS 40.33 40-33' 1 " ws 4 40,33' FL 40.33'
LM FL LM FIL FLM FLM WS D
PROP. 2' WIDE FLUME 6' HIGH WOO
A A 'PROP. 7' 2D •A SCREENING FENCE
A L-1140 FLUME
PROP. 2' WIDE PR SED 20' DRIVE ..PRW�E�D 20' DRIVE • WIDE FLU
FLM
�45 PROPOSED 2 s6LID WASTE CO FLM SOLID WASTE CONTAINER
PROPOSED 20' DRIVE q
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FLM SOLID. WASTE CO CO CON TAINER - FLM SOLID WASTE
7 6' H IG 17 60
7
PROP. 10' WIDE FLUME SCREENING FENCE
777
6' HIGH WOOD S 42 W 366.37' PROP. 4' 6' HIGH WOO
H IGH WOOD WIDE FLUME SCREENING FENCE
SCREENING FENCE //• VSCREENING FENCE X-ELECTRICAL TRANSFORMER X-ELECTRICAL TRANSFORMER
Li PROPOSED 10' WIDE BUFFER WITH 6' HIGH 6' HIGH WOOD
SCALE: 1 40'
0 10 40 160
20 80
(SCALE IN FEET)
NO PORTION OF THIS PROPERTY IS IN THE 100-YEAR FLOODPLAIN PER
FEMA FIRM MAP NO. 48041CO182 C EFFECTIVE DATE JULY 2, 1992 1
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FACE OF CURB CURVE DATA:
FIRE
N.T.S.
LANE DELINEATION
L m 2
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L.Lj
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(D 0)
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1 SERVICE LINE
CL
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@ 4.5' RADIUS
FLM_ -
DENOTES FIRE LANE MARKING
LINE CLEAN-OUT ASSEMB LIES
THE SUBJECT PROP IS CURRENTLY ZONED R-5
T EMPORARY PLUG
ZONED R
A,
5/8" WATER METER
GRADE COVERS INSTALLED (TY PICAL).
DOUBLc SE RVICE CONNECTION
1 SPACE PER BEDROOM X 3 X 94 = 282 SPACES
PROVIDED: 297 SPACES
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Q � D
TEMPORARY PLUG
SERVICE LINE
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TO CONDO
n
SEWER SERVICE: WATER SERVIC
5/8" WATER METER
ma
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SINGLE VICE CONNECTION
(GALLONS PER MINUTE) (GALLONS PER MINUTE)
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ADJUSTED DAILY = 29.4 GPM ADJUSTED DAILY = 29.4 GPM
AVERAGE DAILY = 19.6 GPM
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AVERAGE DAILY = 19.6 GPM
PEAK HOURLY = 88.2 GPM PEAK HOURLY = 88.2 GPM
AVERAGE DAILY -FLOW:
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-PROP. MANHOLE
25' SETBACK
/ 1 �I Ili Ij 1
D I E DRIVE I I :�L_
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WS
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/-X-FIRE HYDRANT
t
X-8" WATER LINE
4' NALK 5.
X I A I I X-DRIVEWAY
X-DRIVEWAY
< 40.33, 4C - - - - - - - - - -
40. 40.3 40,33' PROP.
C4 P. 6 SAN. SWR.
'o PROP. 6" c\1 PRO N SAN. SW`R. SAN. SWR. 41
8 17 Ln
r') 20 29 32
5 u� 1 1-1/2" VVS
I -
1-1/2" 1 1/2" WS 40.33' 40 .33' 0
1 -1 /2" WS 40.33' 40.3,3' >_ - 0 00
40
1A 4 0.33' 40 w w
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0 40.33' 14" cj_ 40.33' - - - -s-11. J 'y I
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40,33'
40.33' 40
40.3 2" Wr- 0
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PROP. 23 N 26 :tW A R 35 Pi OP. 6" 38 V)
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Cn WATER LINE to W1 Z. LINE
:R LINE
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WATER 4" Ls- - 40.33, 18 (TYP.) __ - 4 33' .33 12' 18'(TYP.) 4" SS 40' _ 40.33' 12'
F' I ,33- - 40.33
40.33' 40 u �PROPOSED SS
C4 4PROP PROPOSED PROPOSED io to
Lo ON -oO CLEAN-OUT -CLEAN-O7 c\I Ln c\1 12 13 1 24 25 36 37
B 8 c� U (�9 n 1)
40 33' 1" WS I 40.33' 40.3 1" WS 40.33 40-33' 1 " ws 4 40,33' FL 40.33'
LM FL LM FIL FLM FLM WS D
PROP. 2' WIDE FLUME 6' HIGH WOO
A A 'PROP. 7' 2D •A SCREENING FENCE
A L-1140 FLUME
PROP. 2' WIDE PR SED 20' DRIVE ..PRW�E�D 20' DRIVE • WIDE FLU
FLM
�45 PROPOSED 2 s6LID WASTE CO FLM SOLID WASTE CONTAINER
PROPOSED 20' DRIVE q
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FLM SOLID. WASTE CO CO CON TAINER - FLM SOLID WASTE
7 6' H IG 17 60
7
PROP. 10' WIDE FLUME SCREENING FENCE
777
6' HIGH WOOD S 42 W 366.37' PROP. 4' 6' HIGH WOO
H IGH WOOD WIDE FLUME SCREENING FENCE
SCREENING FENCE //• VSCREENING FENCE X-ELECTRICAL TRANSFORMER X-ELECTRICAL TRANSFORMER
Li PROPOSED 10' WIDE BUFFER WITH 6' HIGH 6' HIGH WOOD
SCALE: 1 40'
0 10 40 160
20 80
(SCALE IN FEET)
NO PORTION OF THIS PROPERTY IS IN THE 100-YEAR FLOODPLAIN PER
FEMA FIRM MAP NO. 48041CO182 C EFFECTIVE DATE JULY 2, 1992 1
1155 • 0 0 W kyj A
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4.70 ACRES 110 • n
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ITE LOCATION
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FACE OF CURB CURVE DATA:
FIRE
N.T.S.
LANE DELINEATION
L m 2
W ' 1_3
0
L.Lj
0
(D 0)
QA 20.0' RADIUS
1 SERVICE LINE
I26D M
1-1/2" SERVICE LINE
@ 4.5' RADIUS
FLM_ -
DENOTES FIRE LANE MARKING
LINE CLEAN-OUT ASSEMB LIES
THE SUBJECT PROP IS CURRENTLY ZONED R-5
T EMPORARY PLUG
ZONED R
A,
5/8" WATER METER
GRADE COVERS INSTALLED (TY PICAL).
DOUBLc SE RVICE CONNECTION
IMPORTANT NOTE --
ALL AREA WITHIN THE BOUNDS OF THE 10.46 ACRE
TRACT SHOWN HEREON AND OUTSIDE OF THE LIMITS
OF THE BOUNDS OF THE 94 CONDOMINIUMS UNITS IS
DESIGNATED AS COMMON AREA. SAME COMMON AREA
IS ALSO DESIGNATED AS A DRAINAGE AND A PUBLIC
UTILITY EASEMENT.
TYPICAL WATER
METER PLACEMENT DETAILS
xm
5/8" WATER METER
CURRENT ZONING DESIGNATION
TEMPORARY PLUG
1 SERVICE LINE
TO CONDO
1-1/2" SERVICE LINE
1 SERVICE LINE
FROM 6" WATER MAIN
TO CONDO
LINE CLEAN-OUT ASSEMB LIES
THE SUBJECT PROP IS CURRENTLY ZONED R-5
T EMPORARY PLUG
ZONED R
A,
5/8" WATER METER
GRADE COVERS INSTALLED (TY PICAL).
DOUBLc SE RVICE CONNECTION
1 SPACE PER BEDROOM X 3 X 94 = 282 SPACES
PROVIDED: 297 SPACES
C3
Q � D
TEMPORARY PLUG
SERVICE LINE
1" SERVICE LINE
TO CONDO
FROM 6" WATER MAIN
SEWER SERVICE: WATER SERVIC
5/8" WATER METER
ma
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SINGLE VICE CONNECTION
25' SLOPE CONTROL AREA
X-ELECTRICAL TRANSFORMER S 4 °39 20 Vv _+uu.0 I
WOOD SCREENING FENCE AND LANDSCAPING
xm
REENING f-ENCE X,
CURRENT ZONING DESIGNATION
C<
Q �.
;j$1
EDELWEISS SUBDIVISION
NOTE: ALL SANITARY SEWER
LINE CLEAN-OUT ASSEMB LIES
THE SUBJECT PROP IS CURRENTLY ZONED R-5
ZONED R
A,
SHALL HAVE TRAFFIC
GRADE COVERS INSTALLED (TY PICAL).
OWNER / DEVELOPER:
MR. BLAKE A. CATHEY
B.A. CATHEY, LTD.
P.O. BOX 9517
COLLEGE STATION, TEXAS 77842
TELEPHONE: (979) 485-0845
FAX: (979) 485-3
PARKING REQUIREMENT
C<
Q �.
1 SPACE PER BEDROOM X 3 X 94 = 282 SPACES
PROVIDED: 297 SPACES
C3
Q � D
SEWER SERVICE: WATER SERVIC
ma
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(GALLONS PER MINUTE) (GALLONS PER MINUTE)
ADJUSTED DAILY = 29.4 GPM ADJUSTED DAILY = 29.4 GPM
AVERAGE DAILY = 19.6 GPM
AVERAGE DAILY = 19.6 GPM
PEAK HOURLY = 88.2 GPM PEAK HOURLY = 88.2 GPM
AVERAGE DAILY -FLOW:
282 BEDROOMS X 100 GPD PER BEDROOM 1440 = 19.6 GPM
ADJUSTED DAILY = AVERAGE DAILY * 1.5
D==
O
PEAK HOURLY = ADJUSTED DAILY * 3.0 Z
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SOLID WAST
SOLID WASTE PICK-UP WILL BE BY DUMPSTER AT
LOCATIONS AS DEPICTED ON THIS SITE PLAN.
U)
ALL SOLID WASTE CONTAINER PADS MUST EQUAL OR
<
EXCEED 12' X 12'.
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DWELLING UNIT DENSITY CALCULATION
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94 DWELLING UNITS / 10.46 ACRES = 9.0 DWELLING UNITS ACRE
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SPECIFIC NOTES:
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0
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EACH INDIVIDUAL CONDOMINIUM UNIT MEASURES 40'-4" X 32'-3"
AND CONTAINS 1,301 SQUARE FEET.
m
THE PROPOSED CONDOMINIUM UNITS Tt;IEj2QTZ*jz_oAt3t*ARE $VVTTH
oo
>
ALL PARKING SPACES SHOWN HEREON MEASURE 9' X 18' WITH
m
Z
TWO (2') FOOT OVERHANG UNLESS OTHERWISE NOTED.
w
0
GRADING AND LANDSCAPING ARE SHOWN ON SEPARATE SHEETS
"C2" "C4"
0
DESIGNATED & "C3" AND RESPECTIVELY.
7 17
DENOTES PROPOSED UNDERGROUND PRIMARY
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LINE.
O ELECTRICAL
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...... DENOTES PROPOSED UNDERGROUND SECONDARY
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ELECTRICAL LINE.
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