HomeMy WebLinkAboutC2.0-SP1 MASTER SITE GRADING & UTILITY PLAN - 04 03 2019 MARK A.
CHANDLER
No. 951SES o?
CONNECT NEW UTILITIES TO E%ISITNG CONNECT PROPOSED
JUNCTION CAN.CONTRACTOR TO SIDEWALK TO EXISTING TRAIL
N COORDINATE LmLTTY HOOKUP WITH
UTILITY COMPANY.
AINDER OF TRACT 2A, INSTALL(1)STEP WITH(2) // Sheet 2 of 3
COS NO. 2202A 6"RISES AND HANDRAIL. —
ST-MHO-(24EX36
INSTALL PRIVACY FENCE AND DENSE LANDSCAPING FOR CP
— — _ _ _ m m H
DU ST ENCLOSURE SCREENING.SEE ARCH PLANS FOR FL OUT(S):4696.36(12 0 d
FENCE DETAILS AND LANDSCAPE PLANS FOR PLANTING DETAILS. DRAINAGE AREA 2 CONTECH STORM CHAMBERS SEE DETAIL I I I N o
II u n eg �`O 8/C3.0. ORAGE VOLUME 1,099 SYSTEM PROVIDED j a
RA0�UQ���E }�1 ONME 1,R SHALL 0 I
CONNECT TO EXISTING 4"SANITARY � pI�AND BACK FlLL— WELL DRAINING PIT RUN.
SEWER SERVICE STUB(TYP.OF 2) S`?J [569�°�� 24°ACCESS RISER AND MANHOLE IN ALL I U in
Scale In Feet W 33 I �`r 26047 Q8Yl0T"17,(R) PER DETAILS 15/C3.0 AND i6 I O c i
2 � m� m
20 0 20 d GE- tlGE L
KIMBERWICKE STREET DRIVE PP RESIDENTIAL O uce _uce_ uce L w--
6 0 6 DRIVE APPROACH PER N
DETAIL 6/C3.0 �' _ I I u
Scale In Meters ss 0� u � 1 C
Contour Intervals: 1 Foot �- s q?;•ss `,�k'` \ '�w I 5)o a
INSTALL 8"X8"TAPPING SLEEVE AND „e ,e —q4"S �1'�9 J -C C C Cw I(2.0)(GR) I W
THRUST BLOCK SEE APPROVED WATER .5' I I
MAIN EXTENSION PLANS FOR DETAILS — — E RA N s ,L y9 I 8
1)(TBC) .t, IN ALL(1)COB ST DARD 8 G V
BI RACK SEE ARL i g4,"ss tia.4 CUR STOP AND(1)4 GATE I I 8 'w
T A403 aOR DETAI "w VALVE. 5'FROM P E 1 0-
a•-W g<sy (2.50)EP
SAWCUT AND DEMO AREA OF EXISTING INSTALL(1)2°WATER S RVICE ) s TOP BAC OF CURB AS SH N.
ASPHALT,CURB,AND SIDEWALK. AND 1 4"FIRE SERVI E PER
III \ TBC
APPROVED FIRE LIN PLANS Z46 SPILL CURB
66L
RASE 1i T(3.31)(GR)
yT c
MECHANICAL SCREENING FENCE..SEE
ARCH PLANS FOR FENCE DETAILS. TCH URB ASE 2
s y y0 l F.F.ELEV. =4703.09 I RY TEMPORA ASPHALTERFLOW PARKINGPATCH
FOR I I I
(ENTRANCE) CAP PHASE 2 4"SANITARY
DT 4 LOT 5 INSTALL 11.5'OF N SIDEWALK ADA RAMP (238 EP PHASEE EWR SEDGE OF PAVING I
ACROSS OULEVARD. M EXISTIN 3.05) C) S
TOP BAC OF CURB fp 99.45 IDEWA 3
ELEVATION w °' I I
J _——— —
(ENTRANCE) L r—I
i��w � INSTALL HC PARKING
2 --1' SIGNAGE PER DETAILS3
BB 9 3.19)( C) 11 & 12 SHEET C3.0 'WSJ I 1�1
/ (T F.F.ELEV. -4703.31 pppp
INSTALL 4'X4'TREE GRATE PER �� INSTALL(1U COB STANDARD �c'•pJ \ �C 48
DETAIL 10/C3.0(TYP.OF 4). __ (3.29) CURB STOGG D(1)4°GATE a� �'73�1• 1�1
TREE SPECIES PER LANDSCAPE PLAN. (ENTRANCE) 0 _ 4'4 I
I I LVE-CAP 0' FROM PHASE 1 /
\ Z I - EDGE OF ING AS SHOWN
_ J BUILDING A 3.19)( C) �x(2.51)EP G�
\ / 01 F.F.ELEV.=VARIES -- , V 99 I
'^ L INSTALL CONCRETE WHEEL 1iRY I TF�
vJ Q (3 49) STOPS ALONG PHASE BO 1iR1'1JJl I `,/
(ENTRANCE) r1 ,1, .� �6� SPILL CURB IFNENCE 3jllL P�S EN G
BOUNDARY
\ ` j CONNECT TO EXISTING 4"SANITARY F.F.ELEV. =4703.50 3J'Icy (3.36)(GR)
SEWER SERVICE SNB(TYP) ( 4)
LOT F O nrt (ENTRANCE) I
((e4, lti9 ,PROPOSED TEMPORARY RETENTION P ND
.5} OPOSED FIRE HYDRANT TO ITOP=4702.20'
— INSTALLED PER APPROVED i_ 3OTTOM=4700.70'
Y v, I TER MAIN EXTENSION PLANS REQUIRED VOL= 1,149
/A PROPOSEDVOL= 1,173 CF
U) (� (2.66)EP 4.1 SIDE SLOPES
a" s (3.70) IMAX DEPTH 1.5'
Q = Z s (ENTRANCE) 3.60) (BC I(0.5'CONTOURS SHOWN)
I� �+ OPEN SPACE V1 a- — ®Q D_ ~ TTB s F.F.ELEV. 703.71 4OT (3.36)(GR) nT PUBLIC` ACCESS
SAWCUT AND DEMO AREA 0 �1I,�TTING Q� __ 6 093 Sq.F I in
ASPHALT,CURB,AND Ii�NALK. J� (3.70) 1A4 Aries I ( )
CCCC (ENTRANCE) L PROPOSED 8" ER
MAIN TO IN Y
LOT T M� PETd APPROVE
ER TER I O
LU MAI EXTENSION LANS/ ` 10.36)(GR)
3.81) C) 1(2.46)
x (3.91) F.F.ELEV. =4703.92 I - -
IIGRADE BREAK
NCE)
Q (ENTRA MOU BILE CUR ' r
— — CATCH CURB I
:(3.36) (GR) I 2.25
INSTALL TAPPING SLEEVE AND as .6 J Atil
HRUSTINSTALL
BLOCK
SEE APPROVED WATER INSTALL 24'RESIDENTIAL "S
MAIN EXTENSION PLANS FOR DETAILS DRIVE APPROACH PER
DETAIL 6/C3.0
S PERATION 1 ^"w '• <„w
LOT 8 e..w e..W e..w z-W W LV
INST (1)2"WATER SERVIC�(j
a s kl L AND(1 4"FIRE SERVICE PER ¢y ryq;l /�T / 1^ >•/�
INSTALL NEW 4°SANITARY SEWER
SERVICE.CONNECT TO E%ISTINGAPP
SANITARY SEWER MAIN IN GALLATIN
GREEN BOULEVARD. 3.23) (SW)
5 yMl (ENTRANCE) (ENTRANCE) (3.54) (3.54) 29 //
SAWCUT AND DEMO AREA OF ENCHES FSPFVS.I` lfi7 (ENTRANCE) (ENTRANCE) J r rS .81
CURB,AND SIDEWALK.TRENCHES SHLL MATCH ALL B
ATCH REPLACE CKFILLED WITH
ASPHALT THICKNESS
AND SIDEWALK DAM
ASPITUMINOUS
CURING CONSTRUCTION(TYP.OF 3 SAW CUT AREAS). BUILDING B =1 E] 3.07 /
F.F. ELEV.= 4703.55 / •� /
y CONNECT PROPOSED
LOT 9 (3
/ SIDEWALK TO EXISTING T/R91L
s4) / —J
(3.�0)(SW) (ENTRANCE) / pETAILS 24- CE5/C3.0 ARISER ND�D1 MA6/C3.0.LL INSTALL PER (�
/ DRAINAGE AREA 1 COMECH STORMWATER CHAMBERS
SEE
NO
RED STORAGE VOLUM
�-- FOR
PHASE 5/C3CTOR SH VDIED CAVATEOTOVNATIVEE O�
1,576 CF.CON
158.33 27031'1Y(R) •6O PROPOSED TRANSFORMER NSTALLGpj523NpLF/B/O.FKFlZL W��ORM ELL DRAINING
II AND
PIT
CAP U@I��j`�
r (TYP.) THE PHASE OUNDARYPHASE 2 CONSTRUCTI00�
PUBLIC PARK D
,Lys—0 _ MECHANICAL SCREENING FENCE.SEE
ARCH PLANS FOR FENCE DETAILS. �
I �s S PUBLIC PAR K P C NECT NEW UTILITIES TO EXISITDfG V
-
- - — — — — - - J - - - - - - � lS/�,��' — Issue Date: 04/03/2019
— — — — — — /OORD NATEUTILITY HO KUP W';,H CJ
V11,1/ �w UTILITY COMPANY. �/ �1 r
S,/0 ryV
PHASE 1 SITE GRADING & UTILITY PLAN CIO
C2.0 SCALE:1"=20'
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