Site Plan for mini-storage systems George Subdivision - map rescanned 3-22-2023SITE PLAN FOR
MINI -STORAGE SYSTEMS LOCATED ON
LOT 1 OF 3 OF J. GEORGE SUBDIVISION
1087 CEDAR CROSS RD
IN THE CITY OF DUBUQUE,
I::UI`i'...:Ti<UCTION NOTE,
1. BENCHMARK = FLOOR ELEV. GE IR1. STATE GOLF BLDG
A :d7JTIf SERmCF. 30L19 796.90'
2. THE L0(211(N OF ALL UTILITIES MUST EE DETERMINED BY
TINE CONTRACTOR. IT SHALL OE THE DUFT OF THE CONTRACTOR
TO 4SCERDAN 0510HER ANY ADOITIONAI. FACILIDES OTHER
IRAN THOSE SHOWN ON THE PLANS MAY DE PRESENT.
3. CONTRACTORS SHALL (OORD111ATE Yell LOCAL U11U1r
COMPANIES AS REQUIRED TO INSTALL MUSH SERVICES.
4. SANITARY SEWER LATERAL TO BE PER CITY OF 2611000E (IARDAROL'
5. SUEGRADE OF ALL PRIVATE UTILITY PIPING (SANITARY.
STORM. AND WATERMAII() SHALL BE IN ORIGINAL GROUND OR
FREE (IF FOREIGN MATERIALS FOR A DEPTH OF THREE FEET
BELOW SUBGRADE. SUBGRADC SHALL DE INSPECTED BY THE
' OWNER'S ENGINEER PRIOR TO INSTALLATION OF PIPING AND,
it NECESSARY, OVER EXCAVATED AND RE -COMPACTED AS
DIRECTED BY THE ENGINEER.
6 EROSION CONTROL MEASURES. SHALT BE PROVIDED
BY THE CONTRACTOR DURII`IG CONSTRUCTION.
7. DIRECTIONAL LIGHTING TO BE PROv,DE➢ PER CITY STANDARDS
B. UTILITIES TO DE I14STALLED UNDERGROUND
9 CONTRACTOR TO REPLACE ANY SI➢EWALK. AND EXISTING DRIVE
IF OANAGCD DURING CONSTRUCTION TO CITY OF OUEUO;,E STANDARDS. CII+ or
DUBUQUE REQUIRES FULL SLAB REPLACEMENT FOR OR1'✓C ENTRY AND CEDAR CROSS STREET REPAIR.
I0. PROVIDE DRIVEABLE SURFACE FOR FIRE EQUIPHEHT DURING CONSRUI:TION PHASE.
LANDSCAPE MITES
1. SEE NOTE REFEP.ING 10 ARBORVITAE KEDGE
1. PREPARE AND SEED ALL UNI'AVED AREAS
PER IDDT 2601.04
NOTES
DUBUQUE CORP. LIMITS
RIP -RAY DRAINAGE SWALE
IZ' W X 50' L X 1..1 D\
1� (52 TON S) \
1
RIP Par, L 31.11
1U' Y!%20' L X 1.5'CI
(16.5 1041
1. PROPOSED USE: STORAGE FACILITIES
2. PRESENT ZONING OF LOT 1 OF 3 OF J. GEORGE SUB. - P.U.D.
3. PARKING SPACES:
HANDICAPPED = 1
90' PARKING = 4
TOTAL = 5
+.,.9.' •.¢ c�
V.
` i�2,i)3
rA�-
/ '.., I,-
/7
FLOW OUT = 744.15'
350' A.D.S 12` DIA. SIAODIHW4LL N12
40 0.5 M
A.DS POLYETHYLENE END SECTION
APRON FOR 12' DIA I12 PIPE
INVERT ELEV. n 744.0'
Pre JJ Oxv Arcc,.-
o-e PU0
As�cnc�nlc�,f
LOT 1-1-1 OF
NW1/4 SE1/4 SEC. 34
ZONED -CS
PROPOSED Y,A1E11 LATERAIL
W1J BEND S1A I .72 45' DEHD -��-
SYLI REND STA.1+9D 45' SEND
u(I 30 W:UE LRISTING
ACCESS EA:MEI4r
124.6' S H S 12' DIA .AIGGTIIWALL N12
1D 2.42
4.0.S 24" DIA. 1112 PIPE. W,/ NILLA5 CP1 COVEi4 CAP 11
RIM = 767.0'
FLOW 04 = 761.0'
FLOW WT= 760.7
CONTRACTOR TO IN6IALL 6" BLOCK UJ CAP ON\STW /
FOR FUTURE EXTENSION OF WM \
140.0' A,U S. 12" dA. SNWTH'//ALL N12
gE SLOPE
Z `
5191 REVERSE SSTA. +
S7REEt GRAPE- STA. 5+97REC4
014
A.0.5 24' DIA. r.12 PIPE 1Y/ HYLOPLAST COVER CAP r
RIM = 750.0'
FLOW IN = 714.65' �--�
5TA 5+20 - 18.0' 111,
RIP -RAP PLACED LEVEL
10' W X 20' L X 1.5'0
06.5 TON _)
TL)TUPt- GALGWLG/�
25 0
DUBUQUE CORP. LIMITS I
ZONED C-1
C.ONINACI(RB TO FADE BERM
TO DIHECT S10R64 WATER I0'YAROS
r14F DETENr10N POND
GSORC'� SO5
ZONED R-2
.�f COUNTY ZONING LINE
a
\\` f �;
A. D.S - 11'eLORT.AST INURE DRAIN - 76" NAME
'A/ CAS 1 1N011 CURATE INLET DN TOP 01' 24" DI
GRATE INLET ELEV.\ = 776.0'
TL SOW OUT = 754.01\
ER15T1140 6" CIA. PIPE`\
CONIRAC TOR TO CR•DE !ERNI
- AROUND STORM INLENTO DIRECT
WATER FROM EXIS IINO DETENTION OU IL
y\ //
,. \• J' '- ��, 586'�,'�- ..
'
1C ,.fir. •'-.>
•9'G
�G off``°
ti
EASTINC HCATSE
200.0' OF SGHEENWG
TECHNY ARBORVITAE HEDGE -- MINIMUM 5 FEET HIGH
AT PLANTING. 5 FEET ON CENTER.
LOCATED IN MANNER SUBJECT TO APPROVAL 10
ADJACc14T PROPERTY OWNERS.
LEGEND
IRON PIPE (FOUND)
0 IRON PIPE (PLACED)
PROPERTY LINE
SURVEYED PROP. LINE
CENTER LINE
, - - - EXISTING NATURAL GAS
- - - -- EXISTING WATERMAIN
EXISTING CONTOURS
----- 7PA .-- PROPOSED CONTOURS
SHEET TITLE PROJECT NO. 9602fi- �" ""' 'r' SILT FENCE FOR EROSION
BUESING &ASSOCIATES DATE REVISIONS DRAWN BY:
•
PROJECT FOR I N[R OIY Y4uYA'G NEYIE'N4
CONSULTING ENGINEERS •MARCH 24, 1996c4Y/NWlls 4-m•-AO I TUC.
SITE PLAN PAT TOBIN 1212 LOCUST STREET SCALE CHECKED BY!
1040 ARROWHEAD OR. DUBUQUE, IOWA 52001
DUBUQUE, IA. 52003 T,319) 556-0679
• (319) 556-4389 1" = 60' KlB DWG. r�98026-U2 ;
C.2 SIGNAGE
LA13.1106 v4l(4 I
\'\ 111 CT%'�:\ 11 i DEUI 6"DIP NY
`:� i6 x 6' ICE
PH(N'445E2 4" CAST IH0:4 E.. 1\ `�/ ! .14u. -p4 ,7 se' Lt
SS 1110EREAL - I00.3' G. 2'S 4 .f/uru.0
T IV 01P.
FLOW OUT = 796.2' 4' \i�
FLOW 01 = 794.2' /
f LOOP ELEY, . dOf.UT��; .\\\
-4.
\ \ ,":' \ \'
RC?t)_C:1 N:.i GAS\
NUO(DP• x\
L.1514,1 .AII ;E9/I:1, u'1
_T1i fHa/ E.51.47 uI.
f. DUSTING 3IIT OF 1Ntly1NC
0R„F_ EH1RY
Tit :s,
\(1 \
6' • Y \
IRI-STATE GOLF `\�:. �.��\\\ `�
A, t PIPE
AS 1414 \.
TRASH GRAIL
111VCR1 ELEV /16099',.,�
POND ELE✓ - /05.00'
0 30 60 120
SCALE 1" = GO'
RE00VE 1T9'SOII. Iit01.4 6616 UNI1P LNDAf4(NF.f11
AND CONPAEI TO BO'/. MIDIFICD PAMdf09
-PLATE' COHESIVE FILL FROM SITE
CQNPACIED r0 DDT. MODIFIED PRAETOR
-PLACE A NI1111MIH 04 4' TOPSOII. AND
SEED PCR IDOT 2b01.114 NI:
1.00
S:
APNEA 2 X 7,4
:2' A.D.S. M 12 Sf400TH ,,TALLOR EMAIL PLASTIC PIPE
- ELEV. = 740.00
INVERT ELEV = 704.7'
PIP PAP AS 'SPECIFIED
In PLAN v1Ey
OEFLNTlam BA5,11•I .`IRS.( 1411$NTTrED
NO SCALE it I /112,/ 9
. _. '1'YPR f1F IISF•
CITY OF DUBUQUE
SITE PLAN
FILE NUMBER
ADDRESS' /087 L'eZar0-oSS L2S.
EWING; pc.
CITY ENCINEER
lga,
S.
DA E
/C?4P
SERVICES
DEVELOPMENT
OTHER DESTRICT:
BY (0141A;
URIC
DATE
91dhe
. •" 49 (4Ln)
SS7 p4;9�o,,
XEIwE1H L ODCSING
10272
I HEREOM CCR1 TT MI THIS d4GIM.ERING L:ICIINENf VAS PREPARED IT mi. W:
u00ER NY 0dE11 PE1SDA1 :AIPE0VISIDN 14/0 •0141 I nN A DuLF LICENSED
PROFESSIONAL ENGINEER UNDER 11C LAYS OF 111E STATE OF IOVA
1
4179/7R
XEN CEN L BE-ING 41141E1
NT 410ENSE RENEVAL BATE IS RUDDER 1, 1998
PAGES DR SNEEIS COVERED 0T I10S SEAL.
a 'L
PLOT DATE' 4-00-?0
FTWA