HomeMy WebLinkAboutZ-8849 Map 9II
FG416.07
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7C 41.2=
G 415.7i
TC 416.10
G 415.606.
4F5
FG1
FG 4
FG
FG
TC4.
G L15.35
1- 1
WEST ADA PARKING AREA
SCALE: I" = 10'
FG 415.09�
=G 415.09�
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TC 415,80
' G 415 3
FG 415.43
I10 15,30
G 4I'
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TC 415.80
1
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FG 415.43
I
S 415.30
-FG 415.85- -ye
0
-FG 415-85
-1
FEE L15.88
NORTH ADA PARKING AREA
SCALE: 1" = 10'
TC 414.75
FG 414,75
G 414.25
2,0% 8.3%
FG 414.85 TC 414.85
G 414.35
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121D
EAST ADA PARKING AREA
SCALE: I" = 10'
Know what's below.
c a I I before you dig.
LEGEND
v VI:L I -I IIna".v, si
SITE BENCH MARK #1 FIRE HYDRANT '. O'ATEO ON BRECKENRIDGE DRIVE) BOLT
PROPERTY LINE
BETWEEN THE AND'L' IN THE WIXRD'MIELLER' APPROXIMATELY 53.5'
SOUTHEAST @ A SANITARY S W!,N MANHOLE AND APPRUXIMATELY 31 L'
LOT LINE 5111
NORTHWEST OF A UTILITY POLE.
11
ELEVATION = 418.50'
----
---- •- RIGHT OF WAY LINE L7v
SITE BENCHMARK k2: FIRE HYDRANT (LOCATED ON RODNEY PARHAM) WEST
-••-
- CENTERLINE
BOLT APPROXIMATELY SOUTHEAST OF A DRA NAGE MANHOLE 46.0' AND
EXISTING BUILDING
APPROXIMATELY 99.4' FROM ANOTHER DRAINAGE MANHOLE ACROSS THE STREET.10
ELEVATION = WL85'
"--- UNDERGROUND GAS LINE
--
- '- OVERHEAD ELECTRIC
NOTE:
OVERHEAD EL ECTR/C B TELEPHONE
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
"" SANITARYSEWER LINES
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS. . -
-.,,.,,.._. STORM DRAIN -
-
- - UNDERGROUND ELECTRIC
WATER LINE
-- - ---- •-
FENCE (CH4 INK) ..
9Pd
BENCHMARK
�.
CLEAN OUT
--.;;
ELECTRIC METER - -
-:''
DRAINAGE MANHOLE
FI AG POI F
• :
FIRE HYDRANT
GAS METER
GAS VALVE "
GRATE INLET
GUY POLE
GUY WIRE
LIGHT POLE OVERHANGING
.
LIGHT DN UTILITY POLE
FOUND MAG NAIL W/WASHER -
SET HAG NAIL W/WASHER (LS1641)
MAIL BOX ."
FOUND REBAR (AS NOTED)
SET RESAR (AS NOTED)
RISER UNKNOWN
' ,
SEWER MANHOLE
SIGN
DECIDUOUS TREE (SIZE)
- - - - --
1 R1-]��/VMl IBD 51B 18D
FG 420 37 FG 420.18 IBD 5!6
i TC 413.42 _
9E - G L13.L2 -G 62.92 ,... -
FG 420.7I ! UC 420.81 ......_._ - - - --TC 413.31...7-G
TB8 DY... FG 411 1
G 420.48 - - ----- -.--,FG LII 75 ,
I ----- --.-.-------- FG 4 7 89 / G 412.81 - � .. - --
--'
V - -- -
IC 421A3
G 420.130
F" illiviv
FG 420.77 : FG 420.84 is. _ N N
,. FG 421.D3 '� 6 _
I4 I � klTC
TC 411.75FG L20.90 jA /� FG 417.79 (� $ G 411.25TC 420.8ITC 421.27 G 420.31 SoFG 420.24G 420.94 ( 3 - ---- - -.-.. _ _. ...- -- - C1_2 411.61!>
..1..""
TC 420.9C ` .. _ TC 417,12 ....... .............. 21C 4'X4' L=8' G 4ILH
L / ' G 416.62 �i� RIM:412.58
G 20.40 'T°U° 18' OUT 407.75 PIPE
LF %
�.A 3°I° 'L. f
1 51B FG 420.13 /g4� 2� / PIPE @ L00% \ I I
I ' TC 418,09 CI 3
t 21C 4'X4' L_
I G 417.59 TG 435
1111.85 "'- 35 RIM:411.68 I
8 4 u 1 - 18" IN 407.30 _.
` - \ i°U° 19' OUT 407.30
f 1 FG 414.48 TYP. 73B
1 ( FG 405.50 RIM 401.80 27E
I FG 416.33 1 FG 415.73 o FG 415.25 FG 414.78- FG 414.31 FG 413.84 FG 413.37 FG 412.62 1 I FG 40i.90 FL 399.32
1 1 'r FG 4CI 0 0.07 I TY?. '. FG 416--25 FFG fj 1415�8 FG 415.31 �� FG 414.83 (O FG 414.36 FG 413.89O FG 413.42 O FG 412.95 �O FG 412.90 q-jF I I '�\ 6" PER
73C FG 412 45 1 I 33, 65 LF
I \ 2� 87.58 LF IF ` \
`•�.y TC 418.10 ao - _ PIPE @ IA2% 1 /
FG 418.28 G 417.60 s jrr �G 416.30 FG 415.83 FG L15.36 O FG 414.88 O FG 414.41 n FG 413.94 O FG 413.47 O FG : X' 413.00 FG 4 2 8'
1 I n, TC 418. 14 0 FG 416.25 �-\ FG 415.78 FG 415.30 FG 414.83 FG 414.36 FG 413.89 FG 413.42 - 1
' .____G 417.64 __ - - - -' / RIM 42.89 11
I FG 418.16 / / "II/ 1 -- _--- - 27E
__-_- II
FG LI6 57
1 w FG 418A5 "
RIM 416.36
FL 409.3 FG 414.72
K REMIUM v �y
FG 417.90 237.62 LF 18'
�r .2 !45 I � _ � 1 I
PIPE @ 1,00%, 11 \do
1
92K MIr3- DE
FG 417.76 v$o JB-1 - - do IL_ - - -
204 RIM:416.03->---------- _-q-_--_--_-_4/y '.�=__-_ _--
20% D ) 18" iN 408.79I JB-2 47.40 LF
'IZK IESEL 18" OUT 408.79 1
a ,,,'TC 414.51 21A RIM:413.29 PIPE @ 9.3
TC 416.65 �� ,-' G 414.01406.41
1I &./� ' G 416.15 �
11 i1 FG 415.09 8° IN 406 41
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i
-- � FG c5.�g � -
TC 417,48 i� 11 - ; '- TC 414,56 - 18" OUT 4G6.41
FG 4:7.58 G 416,98 / .. 1 1 `/',9,y �� II FG 415.43 G r G 414.06 _...-
I 20K UNLEAU6L1 / i TC 415.80
' I / TC 416.61 i^.. dp' FG 415.45 J8 AloTIC I�i",� TC 416.82 r d 1 I G 416-!I TC 4I5.80 " f =? j I 1 G 415.30 TC 415.80 of <�■ G 413.85 5
8C)• I FG t.17.b6" G 416.32 �� G 4!5.30
`U I 1 TC 415.80 11 G 415.30 11 TC 415.8C TC 414.90 TC 414.75
GTC L.1955 G 415.30 II G 415,30 G 414"40 G 414.25
9 15
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t
I -TC 417.02 TC 4t6.48 U 1 0 45 2 ado TC 414.18
$ 11 o II I I S FG L14.75 ti' "..
G 416.52 FG 416.12 I - - -
�- - >I G 415.98 \ 1 I - G LI3.68
----- i
1 rt, T.Sa IFG FG 414.85 DUMP ER
1 - L_____J FL 40 .56 FEE LI5.40 FG 415.27 tls ENCLOS
'-TC 418.13 TC 416.30' 4l4 - 12'D X 30'
" G 417.63 - G 415.80 Yg 1..I ." rf 27D D9 FL .96 "❑ FG 415.21
Sz 27D 09A 4'�o FG 413.95
TC 416.13 .a FG 416.50
TO
418.2 4 TC 417.96 G 415.63 v D 4'.5.88 FIFE 415.90 KUM & GO b414
G 417.,4 G 417,46 I I BLDG. PROPOSED 4 413
1 �� 390 3ga 91 b4 1. 18" FL 409.77 FFE 415.902 D 09A
PIPE @ L00% � I 44'-8" X III'-0" '
3.4% L12
L 1 _ _ - - _. S9A 2ro 4,958.00 S(]. FT.' P
4Y0/
e J_ FG »15 `6 FFE= 415.90'°q
cl- of
• 138 LF 8° PIPE 09A 27D
1 'd
! .92 TC 415.35 11 RI M.415.49 „`4A Z� @ 2.0%
TC 4i6 - J
R
E. G 416,42 G 414.85 1 I 1 �N ., 10._0
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5"'� 4 Ic' OU' 4 v.71
TC4168 �P_ _----- "?
E - -
- -
--- ----- --- -------- TW 415.60
--------- - --- � BW 403.73
1 I G416.34 - J�
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u
ITV 415.60 ���� 2:E RIM 415.79
, p TW 415.60 _ _-• -- ` FL L 3 21
:1 6.:� 415.6C N48"38.is W --BW 408.97 00
_-
---
.. `. TW 403.90
BW 401.94
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FES
18" IN 402.00;.
133.0%
464
- ,.L01
FG 405.50
L05
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ill
-
FG 401.44
UTILITY POLE
ELECTRICAL VAULT -
TELEPHONE VAUL T
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
FFNCF (CHAIN/ AK)
FLOW LINE
GRADE BREAK
GUTTER (FLOWLINE)
POL YV/NYL CHLORIDE PIPE
REINFORCED CONCRETE PIPE
RIGHT-OF-WAY
SEWER MANHOLE
SIDEWALK
STEEL LINE - EDGE
TOP BANK
TOP BACK CWB
REGULAR PARKING SPACE
FRISCO PLACE ADDITION
RECORD DISTANCES
RECORD DISTANCES
WARRANTY DEED. BOOK 334. PAGE 1811
PROPOSED
Vicinity Map
NOT TO SCALE
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SCALE IN FEET
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-- PROPERTY LINE/RIGHT-OF-WAY LINE
- - - - - - - - - GRADE BREAK
XXX - CONTOUR ELEVATIONS
X XX.XX SPOT ELEVATIONS:
TC = TOP OF CURB HP = HIGH POINT
G = GUTTER
FFE = FINISH FLOOR ELEVATION
FG = FINISHED GRADE
TW = TOP OF WALL
BW =BOTTOM OF WALL
GENERAL GRADING NOTES
A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE
6400 Westown Parkway
CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS
AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS
West Des Moines, Iowa
PRIOR TO THE ENGINEER WILL BE HELD HARMLESS IN
50266
THE EVENT THE ENGINEERCONSTRUCTION. IS NOT NOTIFIED OF DESIGN CONFLICTS,
P: 515-226-0128
B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED
SMOOTH AND 4" OF TOPSOIL APPLIED. IF ADEQUATE
F: 515-223-9873
TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL
PROVIDE TOPSOIL. APPROVED BY THE OWNER, AS NEEDED. THE AREA
SHALL THEN BE SODDED, FERTILIZED, WATERED AND
MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL
AREAS (SEE LANDSCAPE PLAN FOR SOD LOCATION.)
ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL
Q
ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
L.L.
C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS
IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES. AND
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE,
(,
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT
v
LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
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LOCATION OF UTILITIES,
D. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON
OR
WITHIN THE SPECIFICATIONS:
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ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER DETAIL
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28A.
ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF STRUCTURES
AND ENDS OF FLARED END SECTIONS,
C) O
Z
E. STRUCTURAL FILL, EXCAVATION AND BUILDING PAD MATERIALS SHALL BE
PLACED ACCORDING TO RECOMMENDATIONS FROM AN ARKANSAS LICENSED
GEOTECHNICAL ENGINEER.
J
F. CONTRACTOR SHALL COORDINATE ROOF DRAINS SYSTEM WITH
�^ W
MECHANICAL AND ARCHITECTURAL PLANS.
V
G. ALL STORM DRAIN PIPE SHALL BE BACKFiLLED TO FINISH SUB -GRADE OR
�..�
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PLAN FINISH GRADE IMMEDIATELY AFTER INSTALLATION AND PRIOR TO
ALLOWING CONSTRUCTION TRAFFIC TO DRIVE OVER.
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H. ALL DRAINAGE MANHOLES SHALL BE A MINIMUM INTERNAL
W W
DIMENSION OF 4' X W UNLESS OTHERWISE NOTED.
Q
L FUEL ISLANDS SHALL BE SET MIN. 6" ABOVE SURROUNDING FINISH CONCRETE
GRADE.
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J. A GRADING PERMIT IN ACCORDANCE WITH SECTION 29-186 (C) AND (D) WILL
REQUIRED PRIOR TO ANY ACTIVITIES
BE LAND CLEARING OR GRADING AT THE
SITE. OTHER THAN RESIDENTIAL SUBDIVISIONS, SITE GRADING AND
'^ m
DRAINAGE PLANS MUST BE SUBMITTED AND APPROVED PRIOR TO THE START
V J
OF CONSTRUCTION.
KG PROJECT TEAM:
K. IF DISTURBED AREA IS I OR MORE ACRES, OBTAIN A NPDES STORMWATER
PERMIT FROM THE ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY
: RDR: DL
PRIOR TO THE START OF CONSTRUCTION.
SDM: RH
L. A SPECIAL GRADING PERMIT FOR FLOOD HAZARD AREAS WILL BE REQUIRED
GPM: SN
PER SECTION 8-283 PRIOR TO CONSTRUCTION.
M. EROSION CONTROLS MUST BE INSTALLED TO REDUCE DISCHARGE OF
POLLUTED STORMWATER. (SEE EROSION CONTROL SHEET)
N. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS
H
0)
(A
OR OPERATION OF CONSTRUCTION RELATED EQUIPMENT FROM A NEARBY
ILL!
CONSTRUCTION SITE SHALL BE REPAIRED BY THE RESPONSIBLE PARTY PRIOR
TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
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p GRADING NOTES
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09A DOWN SPOUTS. - (TYP PER ARCH. PLANS)
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x
cl�
09D FLARED END SECTION
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EL
(L
d
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181) MATCH EXISTING PAVEMENT ELEVATIONS.
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518 LIMITS OF SAWCUT AND PAVEMENT REMOVAL
DO
W
W
(n
m
SID PROTECT EXISTING STRUCTURES AND/OR PIPES DURING DEMOLITION AND
`
W
W
W
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CONSTRUCTION PHASES.
73A DO NOT EXCEED 2% SLOPE IN ADA PARKING, LANDING, AND CROSSWALKS.
73B ALL FUEL DISPENSER ISLANDS SHALL BE 6" ABOVE SURROUNDING
FINISHED PAVEMENT GRADES.
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73C ALL FILL LIDS FOR UNDERGROUND FUEL TANKS TO BE I' ABOVE
F-
SURROUNDING GRADES.
A
4
❑ GRADING DETAILS
a
N
M
17H RIP RAP PAD GROUTED IN PLACE
188 DETENTION BASIN OUTFALL STRUCTURE
20A JUNCTION BOX
DATE: AA
21A CURB INLET
4/17113
?IC MODIFIED CURB INLET WITH THROAT EXTENSION
SHEET NUMBER:
22A AREA INLET
27D DOWNSPOUT COLLECTOR
27E STORM DRAIN CLEAN OUT
73A BIOFILTRATION AREA DETAIL
3 0 F 4
73B CONCRETE END WALL
73C CONCRETE END COLLAR