06/11/2014 P&Z Packet - Laserfiche WebLink

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_ + \ ZONED R1 a I- - (BITUMINOUS (SURFACE) f - m ; SAN ee ARL O LANE 4'/--E.. I / ,a,e CU IHV.ElfV._902Y9 � --EX. RB kGUTTER- � 9•MNLBOX D RACKS D s/,H. ncv. ao5a v a ncv. sla, CS � s,w. ncv. seze O --------------T---, r-----------i-------1 5 1 •0 1 5 5 1 •o r 5 I I I 0 I r + I _44 B431 I I 6 Z 8-ai I I I I I ; I screAa rE- I I SETBACK LINE- I � I I 1010' LOT 1 i s i 'dr°, I d I I------62.5'-----L I Oz I I BURRING PAD I "m LOT 2 a= -------62.5'---I--- I I c5m BURRING PAD I I I I m I I I I I I I I I slI I I I I II I I I l I Lj—__ SETBACK LINE 1 5 5 L L SETBACK LINE 5 J L I i wBF1111111IIIIIIIIII �� DRAINAGE t UTEITT EASEMENT / Boole: I Inch a 20 Feet i ZONED R `L it ZONED R1 ----1 ---- s----------- r LEGEND EXISTING WATEMAIN I I I D EXISTING SANITARY SEWER I I O I .-PVC VENT _ I 1/NIIINII� I I i pw\! IE-XXXXX LOT 3 b s i I DECK EXISTING I 60 rl,__j GARAGE I Im EXIST. HOUSE , ______60.0___�__ I I I I UTILITYNOTES ; BUILDING PAD I I I EXISTING HOUSE EXIST. EXISTING HOUSE HOUSE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE IMMEDIATELY onFr ENGINEER of I i Z i CIORTVACTIFEDIA DISCREPANCIES OR VARIATIONS FROM I I I I N rc o o o I I Well w I Wel c ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE CONTACT 'GOPHER 5 I eaaeosEn a Av sunax a -I 0 a I 0 o STATE ONE CAW (651-454-0002) FOR UTILITY LOCATIONS. 48 HOURS PRIOR TO F I I I n 1 5 aFi I I rn L_ I ------ _ J L__________y I I U11UTY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF 'STANDARD TB E I ---- I _- o SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION' AS PREPARED BY THE CITY ENGINEERS — sul. OEV. ew.s ASSOCIATION OF MINNESOTA. CATCH BASINS AND MANHOLES IN PAVED AREAS TO BE SUMPED 0.04 FEET. CATCH BASINS IN GUTTERS TO BE SUMPED 0.08 FEET PER DETAILS. A MINIMUM - OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR UTILITIES, UNLESS OTHERWISE NOTED. I I --IX. CURB &GUTTER SANITARY SEWER WYES SHALL BE 8 INCH BY 4 INCH SCHEDULE 40. SANITARY I '� aw. e"�v. eoaet ( S SURFACE) ; SERVICES SHALL BE 4 INCH SCHEDULE 40. L O 1, LI A (BITUMINOUS SURFACE) ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 35 UNLESS OTHERWISE NOTED. I I 1 I I 1 I I I 1 I I I I 1 EX CURB de GUTTER CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. - It r— Fy; E-= - os W E solo -nZ`o 3 R i; N � O JZ1 UJaz m J� NZZZ JW Oz� 10 N>0 JMB I JCJ -T a 3446.001 3/11/14 EET / 7 of 9