HomeMy WebLinkAbout003_C1.1 OVERALL SITE PLAN_4-17-19 i
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000 Sheet 2 of 5
HOPE LUTHERAN CHURCH
LOT 3 ° m E
MINOR SUB 235A C �P 6
LANDSCAPE ROCK RETAINING WALL TO PROVIDE oo
2'OF GRADE BREAK BETWEEN UNIT ENTRANCE J a
AND TOP OF RETENTION POND
I-I 10'PUBLIC UTILITY 6'TAPER 10'WIDE SIDEWALK BACK TO EXISTING C
EASEMENT PER PLAT [SW53'25"E] 20.0'REAR YARD SETBACK wL 6'WIDE SIDEWALK AT PROPERTY LINE 10 m o- - - - - - - - - - - - - 238.20 091'06.35 (R) � �
I x
x-x-x-x-Y, x-x x-x-x-
- - - - - - - I - - - - - - - RETENRON POND(TYP.)� I- _
-I =T=
113NS SPACEP
PAREA R�)ENTIAL W m a
I I I y s
RESIDENTIAL PORCHES BY OTHERS(TYP.)
I I I I BUILDING #1 M
LANDSCAPE ROCK RETAINING WALL TO PROVIDE 4 UNITS
I FFE=4993.00 5'WIDE 4"THICK CONCRETE SIDEWALK
2'OF GRADE BREAK BETWEEN UNIT ENTRANCE II BUILDING #2 o o �j
AND TOP OF 1 UNITS
RETENTION POND 1.5'CURB CUT FOR DRAINAGE 3
1 I FFE=4994.00
TO RETENTION POND
I _ x 25 SETBACK
PER PLAT
I �
2
II I I AWL!INSTALL 5'WIDE 6"THICK REINFORCED CONCRETE SIDEWALK I 27.3' 27.3' LOT .1 I - f SIDEWALK RAMP FROM SPILL CURB 1�1
ALONG NORTH SIDE OF DRIVE AISLE PER DETAIL 7/C2.0.(TYP.) 19.5' 7,206 Sq.Ft R19.5' 27'3'. 13.7 ELEVATION TO DROP CURB AT DRIVEWAY (�]
18.4' 18,4' 1.0837 Acr II I
TRANSITION FROM DROP
I - - a .CURB TO CATCH CURB 18'4 l 5'WIDE 4"THICK CONCRETE SIDEWALK
COMMON OPEN 1.5'CURB CUT FOR R27.' R27.6' TRANSITION FROM DROP CURB TO
DRAINAGE SWALE
I
I SPILL CURB ALONG SIDEWALK RAMP
LILI
SPACE
TRANSITION FROM CATCH I CURB TO CURB CUT � j Ll.l
I0 DROP CATCH CURB ALONE DROP CATCA CURB ALONG �11
NORTH SIDE OF DRIVE AISLE NORTH SIDE OF DRIVE AISLE Q
22.2' fT
5'WIDE 6"THICK REINFORCED STAMPED CONCRETE _
I W ASPHALT(REFER TO DETAIL 8/C2.0) SPILL CURB :CROSSWALK PER DETAIL 7/C2.0(PATTERN BY OTHERS) 26.0'
j
u) INSTALL DROP CURB ACROSS SPILL
W$ R9.6� R3.018' DRIVEWAY ENTRANCE(TYP.OF 2) o N r =
I A 4.5•
I
�I s R2.0' R.0' H SPILL CURB D
27.3' INSTALL CONCRETE
I `•� ,9 O 16 27 3 C DRIVEWAY PER DETAIL
CONCRETE CATCH 81 25.2' 25.2' 7/C2.0(TYP.OF 6)
CURB AND GUTTER 27'0 INSTALL ADAE PARKING
I - 3 SIGN PER DETAIL 4 C2.0 20.0'PUBLIC UTILTIY
/ EASEMENT PER PLAT r�
I I PRO.SNOW STORAGE(TYP.) I -. 1.0' NO ACCESS
STRIP PER PLAT rT,
ALK
5.0'SIDE YARD I ADA ACCESS RAMP PER INSTALL 4.0'WIDE SECTION OF 6"THICK REINFORCED
w
ISETBACK a DETAIL 3/C2.0 L-J L -` L-J TON CREATE CRETE S10'WIDE SIDEWALIDEWALK ALONG K ACROSS PROPERTY FRO SIDE OF EXISTING NT GE
ISP LL URB 7•WIDE 4"THICK CONCRETE
SIDEWALK(REFER TO DETAIL 6/C2.0) BUILDING #3 cin 5'WIDE 4"THICK CONCRETE SIDEWALK
I I 18' O
R702.0' (TYP-) FFE=4994.75
1 w w 5•WIDE 4"THICK STEPPED CONCRETE SIDEWALK FROM BOULEVARD a
I I SIDEWALK TO PATIO'S.SOUTHERN 10 LF OF SIDEWALK TO BE
RETENTION POND(TYP.) STEPPED. REMAINING SIDEWALK FROM RETAINING WALLS TO PATIO'S
1 I - WILL NOT BE STEPPED.(TYP.OF 3) r �
I 9•( ) I�I � ��, V � O �
I 1 CONCRETE CATCH R3.0'
I I CURB AND GUTTER
EXISTING PHONE PEDESTAL TO BE RELOCATED- 24.0- L__1_J L- y
I BEHIND PROPOSED CURB.CONTRACTOR TO Sp'
COORDINATE RELOCATION WITH UTILITY PROVIDER .'� 10.0'PUBLIC UTILITY _ 15.0'SETBACK
-15' 6 WIDE SIDEWALK AT PROPERTY ONE ING. EASEMENT PER PLAT �# 6'TAPER 10'WIDE SIDEWALK BACK TO EXIST
EXISTING SIDEWALK 1.0 NO ACCESS STRI 1V O F+y O
"
0
25 MPH SIGN 0 JG�
��za'� -- - ceRN€R- Gal ,� � GP p1 V
'NO PARKING T --`
W o i B.M.FND_YPC W �
w _ � ELEV.-4996.40'
HIGH RETAIN 2.5 ING WALL TO PROVIDE GRADE BREAK
SOUTHBRIDGE DRIVE BETWEEN BOULEVARD SIDEWALK AND RESIDENTIAL OPEN
INSTALL 24'WIDE RESIDENTIAL DRIVE
APPROACH PER DETAIL TI CDRI SPACE.RETAINING WALL MATERIAL AND DESIGN BY OTHERS
/ ON STREET PARKING SPACES
- - - - - - - - - - - - -
SANITARY SEWER MH
- RIM ELEV.=4,995.53'
FLOW IN(S)=4,986.43'
_ FLOW IN(N)=4.986.42• Scale !n Feet O
- FLOW OUT(E)=4,986.12' o 20 0 20
6 0 6
OVERALL SITE Scale In Meters
1 Contour Intemats: If Foot
C1.1 SCALE:1"=20'
Issue Date:411712019
C 1.1
#190104