|
11 I �1-�Y �• � . � � , F, _^.
<br />L I +f4
<br />res
<br />so 5 ,�
<br />r I
<br />I�,Y'`
<br />g
<br />_ � ��r---- 0000- - o Q ter••_:-.. �',-�
<br />Pond"Area=O-qf-
<br />Wetland Area = 7,52? of
<br />- DryArea=St,180 sf(20i ac) 2.9 HOLDOWFJ 7094.5 rt, Aa.
<br />T a a l jy I. -
<br />901 dD��
<br />mi .
<br />lj 23 ti -
<br />*,t �0=4�^-�HO,LDDOWN 7010105 ^�:k �-��az�
<br />LOTS - ��' °O$ ' S -n 43,900 SF] GF 7023 b 1 .' L041
<br />t�
<br />Groan: 100,359 of (2,30 ac) 4 4 � '1 : a - � � '� 61 _ � � y r - � i Grnlsa: 87,497 of (2.01 au+
<br />KO �, g� �e'o T�;- Qft `,2-5 HOLDDOWN TOIC20.5
<br />t 1D �m d w i'u c
<br />.. �OQ�Xi t ff .� _- cm I� - r - • ._(3,JIOO SF)
<br />LOT2
<br />LOT3 13
<br />Gress: 88,519 sf (2.09 ec) Gros: 89,359 sf (2-05 ac)
<br />' ems
<br />Pond
<br />�tw� T PHr,.' Flee = d �
<br />•L.
<br />•F °,1,- - Welland Area= 0 sT Pond Araa =oaf
<br />�'' NxLau.rt NMLII20 �'- s ,tel Wetlend Area=0oF I Wetlann 4rea =0sf
<br />NAIL asz; 7m•_a�o 1 _ ,�, Dry Area = 87,325 of (2.0a a0) act ODry Area 87:4:7 Sr l: d1 Me)
<br />taeL7a17mxsxPs cesvwnsolwes -� Dry Area= 87,497 aF (20t
<br />'WETLAND #1 .+i`
<br />5�1
<br />MANAGES f �--r
<br />• •97.0 TFjuPORAITYI ..AJJ��_ �• -
<br />I.yw-•.
<br />Ir
<br />-ice a..� ��a •q�p �._, _` ::,_4".e.. _ - '1� _ - _ _ __ _ -i'-',�::`g
<br />_ •t.__ _ _ PJYi
<br />a --. . I x \ , ;:% ... px. >•....,. �_.-222''2'.' .w, . - - --_ .`� - :r' _ "m-1o�'1'":... .� �'$'� b =�
<br />_„ 2222-z� ai.0: - ae7.Ds t � °:'. I -". aar:: 22,22.- .• _ ,.n..v �- - ,:,e': 4 = .�.� _ _- -_ .. �Y- _�- -- -
<br />roaor ^"Y+
<br />,�
<br />AREA (SAW." ,. Lie. - _ .. --{ `�25� *-"'•a }y - ys°,7*` -} -
<br />eDTTOM:98L0 -
<br />b _
<br />! _ OISTLET:lia7.a � -.
<br />1 � .__ - •-ice � _, _ _
<br />. I s x _ _ -- � r- ,�1�-,��_ _. ,• 1.. I 25°HOLDDOW1NTO 1017.5 "'°??; :r''a.,.t, � J
<br />�A 'v. 1 LOTS (3850 SF).
<br />I- .I
<br />I -
<br />_ -1
<br />_
<br />Lor UNE
<br />CC�m
<br />2.5 HO,LQQ0Wf1 TO 1005,5 MF+L
<br />I pwLrml.i
<br />(3,5009F1 Y
<br />Sp.
<br />Gross: it BA44 it 74 ac
<br />1fO0a
<br />�_0121_ .rte
<br />Vit- _� : 115,406 of(2.95
<br />!"
<br />Ce'a
<br />b - , sRRoarvaINR9
<br />:'snoPose,
<br />L'
<br />!�. Pond Area=0sF
<br />GF 1020 0 -- t
<br />'9. The bloretentlon soil shall be installed flat at 966.0 (6,500an
<br />�
<br />WELL,
<br />u J
<br />rM7.7aaFn .
<br />M '4i
<br />Wet!"d fuss=1,16571E
<br />pry Area =118:763 sr (2.72 ac)
<br />s
<br />' ��
<br />„�
<br />$
<br />--
<br />BENCHMARK I FOUND IP -
<br />-J
<br />+
<br />WETLAND BUFFER MONUMENT �-
<br />°
<br />o ci
<br />elm
<br />Pond Area%- 13,623
<br />_POBTODNSTRL•CTIDNSILTFENDE '
<br />--
<br />SEPTIGP)iiCREOTIONFaNCJNO
<br />4 1111
<br />TREE PROTECTION FENIONG
<br />.0001
<br />sf
<br />TREE SAVED
<br />__ 2221_
<br />•.� 0222.- 1222 awerFCae,51,@yLtlpy.ep,T...: .....,y�a,e -. ..
<br />TREE REMOVED
<br />-j -
<br />MATCH
<br />AND MINIMIZE
<br />I S.PHOSPHOROUS FREE FERTILIZER - PHOSPHOROUS FREE FERTILIZER WILL ALSO BE USED ON SITE ILLUSTRATE TREES THAT MAY BE REMOVED FOR THE PROPOSED HOUSE
<br />I ! AND DRIVEWAY CONSTRUCTION.
<br />Wetland Area - 5,945 aFj2.
<br />awnr 2222_ .' .-
<br />17
<br />VARIES 8` 3" 8' 21 12' 12' 2d 8' 13' 8'
<br />...
<br />3. A MONUMENT IS PROPOSED AND A MONUMENT EASEMENT WILL BE
<br />..
<br />soL - IN,arru am IN-317USOL '-
<br />Dry Area =95,sa8 of qM so)
<br />2202
<br />r?aw�
<br />- 0022.
<br />° �--�` WETLAND #2
<br />"'
<br />II_..
<br />_ 1014.0)
<br />- t.-
<br />COMNIDOT SPNW8230B 4. WORK WITHIN PUBLIC RIGHT-OF-WAY MUST BE COORDINATED WITH THE
<br />r 3" BITUMINOUS BASE COURSE - (2360 SPECIFICATION}
<br />MANAGE 3
<br />-
<br />PUBLIC RIGHT-OF-WAY NOTE:
<br />GENERAL NOTES:
<br />1- INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF ORONO OR DIRECTED BY THE ENGINEER.
<br />2. A TEMPORARY SEDIMENT BASIN MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS. ASSHOWN ON THE PLAN,
<br />TO PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. THE SEDIMENT BASIN MUSTNOT BE
<br />CONSTRUCTED WITHIN THE FILTRATION BASIN.
<br />3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN SEDIMENT BASIN WHEN POND GRADING IS COMPLETE. TEMPORARY
<br />DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARYAND
<br />DIRECTED BY THE ENGINEER
<br />4. INSPECT SEDIMENT BASIN, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BYTHE NPOES
<br />PERMIT.
<br />5. REMOVE PERFORATED TEMPORARY SEDIMENT BASIN WHEN THE FILTRATION BASIN AND A14YNECF_SSARY STORM SEWER HAS
<br />BEEN INSTALLED AND STABILIZED.
<br />6. SEE SPECIFIC NOTES REGARDING FILTRATION CONSTRUCTION TIMING AND PRACTICES.
<br />7. THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING TO THE MPCASTORM WATER
<br />PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER A0.5"RAIN EVENT. ACOPY OF THE
<br />INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER AND DEVELOPERON A WEEKLY BASIS.
<br />8. THE CONTRACTOR SHALL PLACE AND MAINTAIN AN EFFECTIVE SILT CONTROL DEVICE. INLET PROTECTION SHALL BE REMOVED
<br />WHEN RESTORATION HAS BEEN ESTABLISHED.
<br />9. ALL RETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMIT aA FINAL INSPECTION REPORT.
<br />10. A 1"-2" CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT THE SITE ENTRANCE, TO REPLACE SILT FENCE, AND MINIMIZE
<br />EROSION ON TO THE STREETS. THE ROCK BERMS SHALL BE THE WIDTH OF THE ENTRANCEAND 2 FEET HIGH WITH 4:1 SLOPES,
<br />11, THE CONTRACTOR SHALL UNNITAIN POSITIVE DRAINAGE AWAY FROM THESfREET AREAS THROUGHOUT CONSTRUCTION.
<br />12. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE BYEROSION AND VEHICLE WHEEL
<br />TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY
<br />ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL,
<br />13. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
<br />LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY
<br />AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES,
<br />DESIGN DATA
<br />STREET SECTION;
<br />1.5" SPWEB24013 WEAR COURSE WN DOT 23801
<br />3- SPNW13230B BASE COURSE (MN DOT 2380)
<br />8" CL 5 AGGREGATE BASE (MN DOT 3138)
<br />SUBGRADE FABRIC (8 OZISY, NON -WOVEN) (ff required)
<br />6" (2' wide) CL 7 AGGREGATE SHOULDER
<br />CROSS SECTION:
<br />3% GROWN
<br />24' PAVEMENT WIDTH
<br />T AGGREGATE SHOULDER
<br />4:1 DITCH SLOPE
<br />T TYPICAL DITCH DEPTH
<br />W TYPICAL DITCH WIDTH
<br />INSTALL 15' DIA CULVERTS FOR EACH DRIVEWAY WITH HOME CONSTRUCTION
<br />HOUSE PAD HOLD DOWN NOTES:
<br />1. PAD GRADING IS PROPOSED FOR LOTS 2,3,4,5 S 6.
<br />2. PADS SHALL BE HELD DOWN 2.5' FROM THE GARAGE FLOOR TO THE TOP OF THE
<br />TOP SOIL
<br />3. PADS SHALL BE CONSTRUCTED WITH OS` OF TOPSOIL.
<br />4. PAD HOLD DOWN AREAS ARE HATCHED AND APPROXIMATE AREAS ARE
<br />PROVIDED IN THE PLAN VIEW OF EACH LOT.
<br />S. PAD SHALL BE GRADED TO FINISHED GRADE ONCE THE HOLD DOWN DAYLIGHTS.
<br />SYMBOLLEGEND
<br />Lor UNE
<br />5. Immediately upon completion of grading the basin, silt fence shall be Installed per the plan to establish -
<br />BuILDING soaAcKX DUNDAFIY�
<br />perimeter COn4d. --FES Alm;FES
<br />i
<br />I PARCEL BOUNDARY UNE
<br />6. Six inch draintile shall be incorporated Into the flltration thein s' APRON ;,
<br />DRAINAGE AND IrrLm EABEMENre
<br />7. The draintile shall be backfllted with buckshot rock and wrapped in geotextile fabric as detailed below. ', 5 CY CL.3
<br />RISKTOFWAY
<br />'
<br />FLARED END SECTION WIRIP-RAP-
<br />Type 2 Compost. 990
<br />STORM STLICTUR:LABEL '
<br />'9. The bloretentlon soil shall be installed flat at 966.0 (6,500an
<br />�
<br />WELL,
<br />u J
<br />- SEPTIC SITE
<br />11. Filtration basin will not be constructed nor put into use until uphill drainage area is permanently statNEized. I
<br />EMERGENCY OVERFLOW SWDLE
<br />. I
<br />BOL BORING LOCATION
<br />$
<br />--
<br />BENCHMARK I FOUND IP -
<br />-J
<br />+
<br />WETLAND BUFFER MONUMENT �-
<br />°
<br />PRE CONSTRUCTION SILT FENCE
<br />_ �•
<br />0011
<br />_POBTODNSTRL•CTIDNSILTFENDE '
<br />--
<br />SEPTIGP)iiCREOTIONFaNCJNO
<br />4 1111
<br />TREE PROTECTION FENIONG
<br />.0001
<br />UnuTY POLE
<br />7 '
<br />TREE SAVED
<br />__ 2221_
<br />•.� 0222.- 1222 awerFCae,51,@yLtlpy.ep,T...: .....,y�a,e -. ..
<br />TREE REMOVED
<br />-j -
<br />h�
<br />h°
<br />NOR7�
<br />,. 25 50 100
<br />L_._1 .,- --L,
<br />SCALE IN FEET
<br />!FILTRATION NOTES:
<br />1. To prevent sOif compaction, heavy equipment shall not be allowed within the flltratioD basin at any lime. ALL UPSTREAM AND DOWNSTREAM FLARED END SECTIONS MUST HAVE A TRASHGUARD INSTALLED.
<br />3. Relatively light equipment With tracks shall be used to excavate the basin.
<br />14. The bottom of the basin shall be filled a minimum of 12" prior. 1000
<br />1000 1000 1000
<br />5. Immediately upon completion of grading the basin, silt fence shall be Installed per the plan to establish -
<br />_FIESA3--
<br />perimeter COn4d. --FES Alm;FES
<br />i
<br />A2 V APRON
<br />6. Six inch draintile shall be incorporated Into the flltration thein s' APRON ;,
<br />R' APRCJFI I,, 6 GY�C�
<br />7. The draintile shall be backfllted with buckshot rock and wrapped in geotextile fabric as detailed below. ', 5 CY CL.3
<br />m�v s.taee ra
<br />�-"ffvam
<br />8. The bloretentlon soil trench shall be 240 CY (In-place), consisting Df 75%3149.2J Sand and 25%38901B I, RIP -RAP ;
<br />Type 2 Compost. 990
<br />990 990 990
<br />i
<br />'9. The bloretentlon soil shall be installed flat at 966.0 (6,500an
<br />970
<br />10.The spillway for runoff Mat is not filtrated shall be constructed and stabilized as detailed below. !
<br />26.6' 21"ROP
<br />11. Filtration basin will not be constructed nor put into use until uphill drainage area is permanently statNEized. I
<br />28.5'-21'RCP CLA Q 0.37%
<br />. I
<br />CI -4 @ 0.35% _
<br />FILTRATION BASIN - MEDIA DETAIL Sao ss• $ gen 980 1 990
<br />987
<br />987
<br />- .- VARIES: -.
<br />9. RIP RAP - RIPTABI RAP WILION BETTERED PRONS AND PROVIDE STS 1. THE HOUSE TYPES AND PLACEMENT AND PROPOSED DRIVEWAYS ARE
<br />!
<br />966
<br />m�v s.taee ra
<br />�-"ffvam
<br />TYPICAL STREET SECTION
<br />WILL
<br />-SILT FENCE WILL INSTALLED LONGENERD WNDISSIPATIONGGRADIENT AND WOODFI E
<br />2. SLOPE L BE INSTALLED ALONG GOWN GRADIENT GRADING LIMITS AND WOOQFIBER BLANKET FOR ILLUSTRATIVE PURPOSES ONLY. A DETAILED CERTIFICATE OF SURVEY
<br />IN-afFUSOL BM ETENTIM1ML
<br />970
<br />S-
<br />usammecirar-
<br />UTILIZED ON ALL SLOPES 3:1 OR GREATER TO PROVIDE
<br />WILL BE UTILIZED G SLOPE STABILIZATION. WILL BE PREPARED FOR EACH LOT, CONFORMING TO THE THE CITY
<br />S98
<br />985
<br />985
<br />990
<br />965
<br />LL DITCH TOP
<br />3. BIOROLLS - BIOFLOLL3 WILL BE INSTALLER ALONG THE STREET DITCH TO PREVENT SEDIMENT FROM REACHING THE
<br />REQUIREMENTS.
<br />aOTTOMOF SHEF' 92>A'sOT ROOK
<br />Lr- _
<br />ealM CMa
<br />FPe'RF?kaFt'C.T:p SOC9 WRAPOLCRBUCKBHOT RgClCWIM,
<br />INFILTRATION BASIN AND ULTIMATELY DOWNSTREAMWETLANDS.SETBACK
<br />I WETLANDS.
<br />I 2. TREE CLEARING WILL BE REQUIRED FOR THE ROAD AND STORMWATER
<br />4 1111
<br />_ u.v9°+�+!T.!^�."_.3."e'?sa+mi.»
<br />2p
<br />N4%. '6ffi6."1 dEOTE)tTLE FABPIC�
<br />f 4:1 TO
<br />4. STREET SWEEPING - STREET SWEEPING WILL BE DONE A MINIMUM OF ONCE PER WEER OR MORE FREQUENTLY70 CONTROL
<br />! DUST VEHICLETRACKONG. MANAGEMENT CONSTRUCTION. THERE ARE TREES SHOWN IN RED, THAT
<br />984984
<br />__ 2221_
<br />•.� 0222.- 1222 awerFCae,51,@yLtlpy.ep,T...: .....,y�a,e -. ..
<br />-- 988 MATCH
<br />960
<br />MATCH
<br />AND MINIMIZE
<br />I S.PHOSPHOROUS FREE FERTILIZER - PHOSPHOROUS FREE FERTILIZER WILL ALSO BE USED ON SITE ILLUSTRATE TREES THAT MAY BE REMOVED FOR THE PROPOSED HOUSE
<br />I ! AND DRIVEWAY CONSTRUCTION.
<br />- ..-
<br />awnr 2222_ .' .-
<br />I :n
<br />�! Im
<br />,sn
<br />}zi iz
<br />�I 970 970
<br />0+00
<br />1+Du80 -0+50
<br />�! Z
<br />970
<br />960
<br />0+00 1+00
<br />ONSITE BMPS CRYSTAL SAY ESTATE PROJECT NOTES:
<br />9. RIP RAP - RIPTABI RAP WILION BETTERED PRONS AND PROVIDE STS 1. THE HOUSE TYPES AND PLACEMENT AND PROPOSED DRIVEWAYS ARE
<br />!
<br />SPILLWAY/OVERFLOW DETAIL
<br />TYPICAL STREET SECTION
<br />WILL
<br />-SILT FENCE WILL INSTALLED LONGENERD WNDISSIPATIONGGRADIENT AND WOODFI E
<br />2. SLOPE L BE INSTALLED ALONG GOWN GRADIENT GRADING LIMITS AND WOOQFIBER BLANKET FOR ILLUSTRATIVE PURPOSES ONLY. A DETAILED CERTIFICATE OF SURVEY
<br />UTILIZED ON ALL SLOPES 3:1 OR GREATER TO PROVIDE
<br />WILL BE UTILIZED G SLOPE STABILIZATION. WILL BE PREPARED FOR EACH LOT, CONFORMING TO THE THE CITY
<br />S98
<br />- � ��5' � --� � � -
<br />-
<br />990
<br />LL DITCH TOP
<br />3. BIOROLLS - BIOFLOLL3 WILL BE INSTALLER ALONG THE STREET DITCH TO PREVENT SEDIMENT FROM REACHING THE
<br />REQUIREMENTS.
<br />k
<br />ran
<br />Lr- _
<br />ealM CMa
<br />INFILTRATION BASIN AND ULTIMATELY DOWNSTREAMWETLANDS.SETBACK
<br />I WETLANDS.
<br />I 2. TREE CLEARING WILL BE REQUIRED FOR THE ROAD AND STORMWATER
<br />4 1111
<br />_ u.v9°+�+!T.!^�."_.3."e'?sa+mi.»
<br />2p
<br />2 4:1 TO_J
<br />f 4:1 TO
<br />4. STREET SWEEPING - STREET SWEEPING WILL BE DONE A MINIMUM OF ONCE PER WEER OR MORE FREQUENTLY70 CONTROL
<br />! DUST VEHICLETRACKONG. MANAGEMENT CONSTRUCTION. THERE ARE TREES SHOWN IN RED, THAT
<br />988
<br />__ 2221_
<br />•.� 0222.- 1222 awerFCae,51,@yLtlpy.ep,T...: .....,y�a,e -. ..
<br />-- 988 MATCH
<br />4��;y >�''@�X-` 4:1
<br />MATCH
<br />AND MINIMIZE
<br />I S.PHOSPHOROUS FREE FERTILIZER - PHOSPHOROUS FREE FERTILIZER WILL ALSO BE USED ON SITE ILLUSTRATE TREES THAT MAY BE REMOVED FOR THE PROPOSED HOUSE
<br />I ! AND DRIVEWAY CONSTRUCTION.
<br />- ..-
<br />awnr 2222_ .' .-
<br />17
<br />VARIES 8` 3" 8' 21 12' 12' 2d 8' 13' 8'
<br />VARIES
<br />3. A MONUMENT IS PROPOSED AND A MONUMENT EASEMENT WILL BE
<br />'rR�ITu
<br />soL - IN,arru am IN-317USOL '-
<br />I
<br />1-5" BITUMINOUS WEAR COURSE - MNIDOT SPWEB240B (2360 SPECIFICATION) OBTAINED,
<br />986
<br />986
<br />COMNIDOT SPNW8230B 4. WORK WITHIN PUBLIC RIGHT-OF-WAY MUST BE COORDINATED WITH THE
<br />r 3" BITUMINOUS BASE COURSE - (2360 SPECIFICATION}
<br />PUBLIC RIGHT-OF-WAY NOTE:
<br />WORKS CONTRACTOR PROVIDE AMINIMUM48
<br />1. WORK WITHIN PUBLIC RIGHT-OF-WAY MUST BE
<br />HOUR CEPRIORTOANYWORKBGPERFMUST
<br />V CLASS 5 AGGREGATE BASE, MNIDOf 3138* HOUR NOTICE PRIORTOfNrwoRKBEINGPERFORfnED.
<br />STORMWATER RATE CONTROL REQUIREMENTS
<br />',,.. GEOFASRIC, MN/DOT TYPE V, MIRAFI 50OX 8OZ1SY NON -WOVEN
<br />ALLOW AN AVERAGE OF 1 D,440 SF OF IMPERVIOUS
<br />COORDINATED WITH THE PUBLIC WORKS
<br />DEPARTMENT.
<br />SURFACE PER LOT.
<br />2MINIMUM
<br />APPROVED SUBGRADE _
<br />k
<br />NOTICES P IOR O N
<br />ANY WORK BE GPE PERFORMED.
<br />DRAWING NAME NO. r BY OATS I rn- - SIGNS - USE (INCLUDING COPYING, DISTRLBLITION, AND/OR CONVEYANCE CP I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
<br />SUPERVISION
<br />a kpy�
<br />CITY PROJECT NO.
<br />FINAL GRADING 8Y
<br />FILE NO-
<br />_ BASE 01 NRH 88128115 REVISIONS PER WATERSHED COMMENTS INFORMAlTON1 OF TH15 PROpUCT ES 3TRICTLYPROF[IBTTE:p WITHOUT PREPARED BY ME OR UNDER MY DIRECT AND THAT I
<br />I _.,
<br />DRAWN BY Q2 NRH 0Sf21M5 REYISION5 PER CITYS WSHEO COMMENTS SATHRE-SERGgUIST,INC.'s EXPRESS WRJTfEN AUTHORIZATION. USE YATHOl7f AMApULY REGISTERED PROFE9S[ONAL ENGINEER UNDER THE
<br />___
<br />"PUW CFtANGS - ' -- l SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA
<br />¢R5
<br />gp,
<br />y, SATHRE-BERGQUIST, INC.
<br />#153749
<br />STORM SEWER PLAN
<br />37885-005_
<br />NRH 03 _. pL3 06r2T119
<br />--CHECKED BY 64 i DLS 07112h6 -- - PLAN CHANGES `{-" _ INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. k- ^ r ;:r `='
<br />0000- - - -- - - - -- SATHRE-BFAGQUIST, INC. RESERVES THE RIGHT TO HOLO ANY ILLEGITIMATE ! ` n f ' t .;
<br />-
<br />o 150 SOUTH BROADWAY WAYZATA, MN. Mast (882)4765000
<br />m
<br />©R®NOt
<br />CRYSTAL BAY ESTATES
<br />.
<br />4
<br />RSM os cHF o7riens OUTLOTCHANGES rl.lct.r, 4� ',r
<br />- - - - - - - -- - USER RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />PARTY LE
<br />m
<br />MINNESOTA
<br />SLY
<br />.SCHMI T
<br />DATE _ DANIEL L. SCHMIDT, P.E.
<br />-FROM OR T
<br />-
<br />�I' d
<br />meg'° P *��
<br />CHAMBERLAIN CAPITAL, LLC-
<br />7
<br />0DATE
<br />Data. LIeNo. 28147
<br />Lu
<br />52
<br />EDF
<br />
|