PROPOSEDLOT SPLIT

GAS

PUM

PCA

NO

PY

LIQUOR STORE13,362 SF

FFE=917.60

10 FT TRAIL EASEMENT

15 FT PARKING SETBACK

GAS STATION8,087 SF

FFE=915.90

FUTU

RE P

ARKI

NG

(15)

FUTURE PARKING (5)

FUTUREPARKING (3)

15:1 TAPER

PRO

PAN

E

10 FT TRAIL EASEMENT

LOT 1

LOT 2

TYP.

TYP.

WELL TO BE USEDFOR IRRIGATION

WELL TO BEABANDONED ANDSEALED BY A LICENSEDWELL DRILLER

3" SOLID WHITE EPOXY STRIPE

3" EPOXY SKIP LINEREMOVE EXISTING STRIPE

TYP.

3" SOLID WHITE EPOXY STRIPEREMOVE EXISTING CURB & GUTTER

15:1 TAPER3" EPOXY SKIP LINE

3" SOLID WHITE EPOXY STRIPEREMOVE EXISTING STRIPE3" SOLID WHITE EPOXY STRIPE

REMOVE EXISTING CURB & GUTTER

REMOVE EXISTING CURB & GUTTER

SCALE IN FEET

0 40 80

A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.

B. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS SHOWNGRAPHICALLY ONLY.

C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.

D. ALL PARKING STALLS TO BE 10' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED.

E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.

F. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS

G. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE.

H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.

I. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE ARE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20),EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ONAN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT INTHE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THEENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT.

J. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.

K. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDEDOVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS

LEGEND

EASEMENTCURB & GUTTER

BUILDINGRETAINING WALL

SAWCUT LINE

NUMBER OF PARKINGSTALLS PER ROW

SIGNPIPE BOLLARD

STANDARD DUTYASPHALT PAVING

HEAVY DUTYASPHALT PAVING

CONCRETE PAVING

PROPERTY LIMITEXISTINGPROPOSED

DEVELOPMENT SUMMARY

DEVELOPMENT NOTES

WETLAND LIMITSTREELINE

PARKING ANALYSISCITY CODE REQUIRED = (1/200 SF)BILLS - 8,087 =G-WILL - 13,362 =TOTAL REQUIRED

PROVIDEDBILLS =G-WILL =TOTAL PROVIDEDFUTURE PARKING =TOTAL =

BUILDING SETBACKSFRONT YARDREAR YARDSIDE YARD

PARKING SETBACKSFRONT YARDREAR YARDSIDE YARD (INTERIOR)SIDE YARD (STREET)

ZONINGEXISTING ZONINGPROPOSED ZONING

GREEN SPACETOTAL AREAPERCENT GREEN SPACE REQUIREDPERCENT GREEN SPACE

40 STALLS67 STALLS

107 STALLS

33 STALLS53 STALLS86 STALLS23 STALLS

109 STALLS

40 FEET FROM R.O.W.30 FEET10 FEET

15 FEET 10 FEET 10 FEET15 FEET

GB - GENERAL BUSINESS DISTRICTGB - GENERAL BUSINESS DISTRICT

59,645 SF189,225 SF

25%32%

KEY NOTESA. BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLAN FOR

DETAILS)

B. B-612 CONCRETE CURB AND GUTTER (SEE DETAIL C9.02)

C. INTEGRAL SIDEWALK (SEE DETAIL C9.02)

D. HANDICAP SIGN W/ CONCRETE PIPE BOLLARD (SEE DETAILC9.02)

E. MONUMENT SIGN (SEE ARCHITECTURAL PLAN FOR DETAILS)

F. TRASH ENCLOSURE (SEE ARCHITECTURAL PLAN FOR DETAILS)

G. TRASH COMPACTOR (SEE ARCHITECTURAL PLAN FORDETAILS)

H. LOADING DOCK (SEE ARCHITECTURAL PLAN FOR DETAILS)

I. PEDESTRIAN CURB RAMP (SEE DETAIL C9.01)

J. 6' CURB CUT / RAIN GUARDIAN (SEE DETAIL C9.02)

K. FUEL PUMP ISLANDS (SEE ARCHITECTURAL PLAN FORDETAILS)

L. PROPANE STORAGE/VACUUM AREA (SEE SHEE C9.02 FORLAYOUT, SEE ARCH. PLANS FOR DETAILS)

M. UNDERGROUND FUEL STORAGE TANKS (SEEARCHITECTURAL PLAN FOR DETAILS)

N. EQUIPMENT PAD (SEE ARCHITECTURAL PLAN FOR DETAILS)

O. CONCRETE PIPE BOLLARD (SEE ARCHITECTURAL PLAN FORLOCATION)

P. 10' WIDE PAVED TRAIL

Q. TRANSFORMER PAD

R. RIBBON CURB

S. 6' WIDE VALLEY GUTTER

T. CONCRETE TRENCH BOX (SEE DETAIL C9.02)

U. EXISTING WELL, CONTRACTOR TO PROTECT STRUCTUREDURING CONSTRUCTION. FIELD VERIFY LOCATION

V. TRANSITION FROM B612 CURB TO RIBBON CURB OVER 2'

Client

Project

Location

Date Submittal / RevisionNo.

Certification

Sheet Title

Summary

Revision History

Sheet No. Revision

Project No.

By

Designed: Drawn:Approved: Book / Page:Phase: Initial Issue:

RADEMACHERCOMPANIES

BILL'SSUPERETTE

LINO LAKES, MN

MCB JTAMCB 727/55

PRELIM 09/07/2012

RFEN19355

Registration No. Date:

I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that i am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.

If applicable, contact us for a wet signed copy of thisplan which is available upon request at MFRA, Inc.,Plymouth, MN office.

04/25/201342661Michael C. Brandt

C 10.25.12 KIT CITY LANDSCAPE COMMENTSD 11.07.12 JTA CLIENT COMMENTSE 11.29.12 JTA WATERSHED COMMENTSF 12.18.12 JTA CLIENT COMMENTSG 02.07.13 JTA CITY SUBMITTALH 03.04.13 JTA OWNER COMMENTSI 03.14.03 JTA OWNER/COUNTY COMMENTSJ 03.19.13 JTA OWNER COMMENTSK 03.28.13 JN CITY COMMENTSL 04.24.13 JTA CITY COMMENTSM 04.25.13 JTA CITY COMMENTSN 05.16.13 KIT OWNER COMMENTSO 05.29.13 KIT OWNER COMMENTSP 06.03.13 KIT OWNER COMMENTSQ 06.05.13 JTA OWNER COMMENTSR 06.24.13 KIT OWNER COMMENTS

Jul 09, 2013 - 4:07pm - User:117 L:\PROJECTS\FEN19355\dwg\Civil\19355-C301-SITE.dwg

C3.01

SITE PLAN

NO SCALE

R

R