HomeMy WebLinkAboutZ-8849 Map 2NOTE:
SEE TRAFFIC CONSULTANT PLANS FOR
SIGNAL AND CROSSWALK IMPROVEMENTS.
LEED INFORMATION
SQUARE FOOTAGE OF SITE (LEED BOUNDARY)
153,202 SF
SQUARE FOOTAGE OF THE BUILDING
4,958 SF
SQUARE FOOTAGE OF THE BUILDING FOOTPRINT
4,958 SF
SQUARE FOOTAGE OF CONCRETE SURFACES
44,820 SF
SQUARE FOOTAGE OF LANDSCAPED AREAS
100,748 SF
SQUARE FOOTAGE OF IRRIGATED AREAS
38,463 SF
TOTAL NUMBER E85 REFUELING STATIONS
2
PARKING SPACES REQUIRED BY CODE
25
TOTAL NUMBER OF PARKING SPACES -EXISTING SITE
59
TOTAL NUMBER OF PARKING SPACES -NEW DEVELOPMENT
26
NUMBER OF BIKE RACKS
I
SQUARE FOOTAGE OF CONCRETE/HIGH-ALBEDO/SHADED
39,540 SF
SQUARE FOOTAGE OF TOTAL HARDSCAPE
44,820 SF
BUILDING SETBACK REQUIREMENTS ADJACENT ZONES
FRONT 25 FEET NORTH Cl
SIDE 25 FEET SOUTH 03
REAR 15' FEET EAST 03
WEST C3
LOT I BLOCK 2: C3
DEED BOOK 1427 PAGE �95: R2
PROPOSED PROPERTY: C3
E
ow What's below,
C a I I before you dig.
LEGEND
SITE BENCHMARK
SITE BENCH MARK #I: FIRE HYDRANT (LOCATED ON BRECKENRIDGE DRIVE)BOLT
BETWEEN THE AND'C' IN THE WORD'MUELLER" APPROXIMATELY 53.5'
SOUTHEAST OF A SANITARY SEWER MANHOLE AND APPROXIMATELY 81.4'
NORTHWEST OF A UTILITY POLE.
ELEVATION = 418.50'
•,•-- -
SITE BENCH MARK k2: FIRE HYDRANT (LOCATED ON RODNEY PARHAM) WEST
--------
BOLT APPROXIMATELY SOUTHEAST OF A DRAINAGE MANHOLE 40.0' AND
APPROXIMATELY 99.4' FROM ANOTHER DRAINAGE MANHOLE ACROSS THE STREET.
ELEVATION = 411.85'
NOTE:
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY. ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.
VA-
L
I,
.. _ _ .. .. .. _ ._.._..
I
............... _ ...._._. .... _......
._.... ._...... ..
_41
- ,
am+!
J
fj
1 �,
4
P _
38.88'
APPR XIMA E I
LIMITS OF
DETENTION POND
39.72'
12J �
RID'
018
33.6'
DUMPSTER
ENCLOSURE
12'D X 30'W
n
PROPERTY LINE
LOT LINE
RIGHT OF WAY LINE
CENTERLINE
EXISTING BUILDING
UNDERGROUND GAS LINE
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC B TELEPHONE
SANITARY SEWER LINES
STORM DRAIN _.
UNDERGROUND ELECTRIC
WATER LINE _
FENCE (CHA/NLINK) _. ..
BENCHMARK _.
CLEAN OUT ....
ELECTRIC METER ....
DRAINAGE MANHOLE
FLAG POLE -
FIRE HYDRANT ._
GAS METER
GAS VALVE
GRATE INLET
GUY POLE
GUY WIRE r r:
LIGHT POLE OVERHANGING
LIGHT ON UTILITY POLE
FOUND MAG NAIL W/WASHER _
SET MAG NAIL W/WASHER (LS/64I)
MAIL BOX
FOUND REBAR (AS NOTED)
SET REBAR (AS NOTED)
RISER UNKNOWN
SEWER MANHOLE -
SIGN
DECIDUOUS TREE (SIZE)
SITE DATA
PROPOSED LOT SIZE
±153,202 S.F.
±3.52 ACRES
KUM & GO BUILDING
4,958 S.F
REQUIRED PARKING
STANDARD
24
ADA
1
TOTAL
25
PARKING RATIO = 5 + 1 CARS/250 S.F.
PROPOSED PARKING
STANDARD
24
ADA
2
TOTAL
26
PARKING RATIO = 6 + 1 CARS/250 S.F.
UTILITY POLE
ELECTRICAL VAULT
Be J da* Rl
TELEPHONE VAULT
WATER METER
WATER VALVE
BOTTOM OF BANK
BACK TO BACK CURB
BUILDING CORNER
BENCH MARK
CURB INLET FLOW
CENTERLINE
CROWN
DRAINAGE MANHOLE
EDGE OF ASPHAL T
EDGE OF CONCRETE
EXISTING GRADE
EDGE OF GRAVEL
FENCE (CHAINLINK)
FLOW LINE
GRADE BREAK
GUTTER (FLOWLINE)
POL YVINYL CHLORIDE PIPE
REINFORCED CONCRETE PIPE
RIGHT-OF-WAY
SEWER MANHOLE
SIDEWALK
STEEL LINE - EDGE
TOP BANK
TOP BACK CURB
REGULAR PARKING SPACE
FRISCO PLACE ADDITION
RECORD DISTANCES
RECORD DISTANCES
W4RR4NTY DEED, BOOK 334, rAGE IBII
m M
G1hHO Bd
/V
C
to
n n
>h
U
2 IW
MC.
W m
O
2
N
W
�
w
h
Qit
a
i
Q
J
ti
EC N a
a
N
Q
W W �
1
a
[I
W
WJ
M Rt ❑ W
Vicinity ilia
NOT TO SCALE
vv
0 20' 30, 40,
SCALE IN FEET
`NPR1
F 0?, SON
�pN
PROPOSED' !!
-- PROPERTY LINE/RIGHT OF WAY LINE
PROPOSED RIGHT OF WAY LINE
�I
CENTERLINE
CONCRETE CURB AND GUTTER.
SEE EETAIL ID. z 0
BUILDING CONTROL POINT Q 4 O �
38 PROPOSED PARKING SPACES ILLI Z
GO
LIMITS OF SIDEWALKS 8 CONCRETE APRONS Z c=n tci) Lo --
; O o
FP O'er FLAG POLE 0 Cw Lv U C 6400 Westown Parkway
�> U LL IL West Des Moines, Iowa
SITE L..iGHTING {BY OTHERS, LOCATION nn
IS AP'ROXIMATE) 1J �- ` r 50266
v P: 515-226-0128
0 CURB INLET F: 515-223-9873
GENERAL SITE NOTES
A. ALL UIPICINJIUINJ JMUVVIN AMC I Imn f AI.0 Ur 1.UML4 UNLCJJ VIMCMPVIJC NVICU.
p
B. ALL CURB RETURN RADII SHALL BE 3', OR AS SHOWN TYPICAL, OR AS SHOWN ON
L.L
THE PLAN, UNLESS OTHERWISE NOTED.
C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE \
Q
SPECIFICATIONS: ALL CURB AND GUTTER ADJACENT TO ASPHALT PAVING SHALL
BE INSTALLED PER DETAIL IA UNLESS INDICATED OTHERWISE. ALL CURBING
ADJACENT TO CONCRETE PAVING SHALL BE INSTALLED PER DETAIL IB. /
PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL BC OR PAR
GEOTECHNICAL RECOMMENDATION OVER THE ENTIRE PARKING LOT AREA AND
Ov
ALL APPROACH DRIVES. ALL 90' PARKING LOT STRIPING INCLUDING ACCESSIBLE
AND VAN ACCESSIBLE SPACES SHALL BE PAINTED PER DETAIL 9N...
0
D. ALL PARKING LOT SIGN BASE SUPPORTS SHALT_ BE INSTALLED PER DETAIL 12F
W
Z
OR 09S.
J
p
E. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL
O
9S
F. CONTRACTOR SHALL PROVIDE CEI ENGINEERING ASSOCIATES, INC., BUILDING
J
06
OFFICIALS AND CITY PLANNERS WITH COMPACTION TEST FOR ALL FILL AREAS.
G. SIGNAGE SHALL BE REVIEWED AND APPROVED BY PLANNING DEPARTMENT PRIOR
TO CONSTRUCTION OF SIGNS.
Cow
`
Q
H. THE CONTRACTOR MUST OBTAIN A GRADING PERMIT INCLUDING A COPY OF THE
a
NOT, A COPY OF THE STO':'MWATER POLLUTION PREVENTION PLAN, AND A COPY
OF THE GRADING AND EROSION CONTROL PLAN AND POST SMALL CONSTRUCTION
SITE NOTICE PRIOR TO MOBILIZATION..
W
W
I. NO COMBUSTIBLES SHALL. BE ALLOWED ON SITE UNTIL FIRE PROTECTION IS IN
W
PLACE, IF APPLICABLE.
O
W
or-
0 SITE NOTES
U)
m
U)
02B PROPOSED 6'X 6' ONCRETE TRANSFORMER PAD
02E TRASH DUMPSTER ENCLOSURE (PER ARCH. PLANS)
04B EXIT PORCH (PER ARCH. PLANS)
KG PROJECT TEAM:
09A DOWN SPOUTS - (TYP.-PER .ARCH. PLANS)
RDR: DL
12A 4" WIDE PAINTED YELLOW, 2.0 FOOT O.C. @ 45 DEGREES
SDM: RH
12D 4" WIDE PAINTED YELLOW STRIPE (SEE LENGTH INDICATED AT SYMBOL)
12H 4 INCH DOUBLE TRAFFIC YELLOW LANE STRIPES (SEE LENGTH INDICATED AT SYMBOL)
CPM: SN
- : 12J FIRE LANE STRIPING PER LOCAL CODES
15A STOP SIGN
18D MATCH EXISTING PAVEMENT ELEVATIONS
18E POINT OF RELOCATION
21A TAPER CURB TO MATCH EXISTING CURB
51B LIMITS OF SAWCUT AND PAVEMENT REMOVAL
70A DESIGNATED SMOKING AREA
Z
70B FIRE EXTINGUISHEI<,S (VERIFY SPECIFIC REQUIREMENTS WITH FIRE MARSHALL)
O
d
70C FUEL TANKS
70D FUEL CANOPY
O
70E FUEL PUMPS
Z
O+ 70F FLAG POLE
W
0
0
FP 7OG E85 FUEL DISPENSERS
ZO.
70H POLE SIGN (BY KUM & GO)
70J MONUMENT SIGN (BY KUM a GO)
>
_
>
70L STONE STRONG BLOCK RETAINING WALL BY GEOTECHNICAL ENGINEER CONTRACTED BY
W
CEI PER SEPARATE CONTRACT. SEE SHEET 11 FOR RELATED DETAILS. (SHOWN FOR
PERMITTING ONLY)
❑ SITE DETAILS
a
0
OIA
TYPE "A" CONCRETE CURB AND GUTTER
016
TYPE "B" CONCRETE CURB AND GUTTER
03D
CONCRETE SIDEWALK
a
03N
WHEELCHAIR RAMP IN SIDEWALK
03M
WHEELCHAIR RAMP IN SIDEWALK
07J
CHAIN LINK FENCE ON RETAINING WALL (BLACK VYNL
COATED)
DATE:
08C
HEAVY DUTY CONCRETE PAVING
316113
09N
90° PARKING, ACCESSIBLE PARKING AND "VAN" ACCESSIBLE PARKING SPACE STRIPING
09S
ACCESSIBLE/VAN ACCESSIBLE PARKING SIGN (IMPACT
RECOVERY SIGN)
10E
RIGHT/LEFT TURF: PAVEMENT MARKING
SHEET NUMBER:
70A
FENCE SLEEVE ON RETAINING WALL
�.
,0' 70B
BOLLARD BIKE RACK BY SITE SCAPES (402-421-9464).
PRODUCT #BP4-02-SM
70C
BRECKENRIDGE PAVEMENT DESIGN DETAIL
4
0
F
12
70G
AIR MACHINE
70H
6" CURB/SIDEWALK DETAIL