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<br />899.44 v,��jj 1260 e*
<br />6 9% PIE -LINE ENTRANCE (DETAIL GEN-17) 31262 + OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.
<br />\ +896.& Tc , THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO
<br />III \ 904 - - 9 �� - 1
<br />-EWETaaM_ a % TC \ / SEDIMENTATION / ,' TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE
<br />. 896 / x BASINS 7' UTILITIES.
<br />\ \ �' 8 .85 T \x 3 25 2. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. VERIFY
<br />_ _ o+8 6.7 ALL UTILITIES CRITICAL TO CONSTRUCTION.
<br />8 - ` 904 903.55 - - - 3 250 59 /� `\ 3. INSTALLATIONS SHALL CONFORM TO THE CITY GENERAL SPECIFICATIONS AND
<br />`LP' + 9s�� 3 5-FT WIDE SODDED ; STANDARD DETAIL PLATES.
<br />Tc OVERFLOW (EL=895.0) 4. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF
<br />000 r +oo 149. 0 O O O O O 000 \ 396.33 ' 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO
<br />I
<br />r ` 0QO O O O O O O O O EBITEND A 12 �' EXISTING HOMES OR BUSINESSES.
<br />�1 9 U. �'1- q� 1 O`0 O O z OWE 5. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC
<br />4.50% m O O O O O O O EBIT STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.
<br />pO� \ 00 O 0 O O O O O O O C6 49 /� SWPPP INSPECTIONS 6. NOTIFY CITY A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF
<br />o, 31257 i CONTRACTOR TO IDENTIFY INDIVIDUAL WHO WILL BE CONSTRUCTION.
<br />0 i �' a 312 6 Sg5 ; RESPONSIBLE FOR INSPECTIONS; THIS INFORMATION IS TO 7. THERE ARE NO KNOWN WELLS ON THE PROPERTY - IF A WELL IS ENCOUNTERED
<br />898.00 �' / 897.20 896 BE NOTED ON THE SWPPP (C4.2). ALL WEEKLY AND DURING CONSTRUCTION THEY MUST BE SEALED IN ACCORDANCE WITH MINNESOTA
<br />EBIT
<br />POST -RAINFALL INSPECTIONS MUST BE SUBMITTED TO DEPARTMENT OF HEALTH REGULATIONS.
<br />00 $ 8. CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION
<br />/ 1900.
<br />99 896 _� MARTY ASLESON CITY OF LINO LAKES BY THE NEXT DAY
<br />- I � � OF ALL EROSION CONTROL MEASURES PRIOR TO ANY WORK
<br />O h X _ g94.2 ^ I -0I I y AFTER INSPECTION. FOLLOW-UP CORRECTIONS MUST BE
<br />O / SUBMITTED TO THE CITY AFTER CORRECTIONS ARE MADE.
<br />C) / / 152 I I
<br />y RAIN GUARDIAN
<br />d_BLDSB_ -BLDSB 893.2 x I Use �(SEE DETAIL) WETLAND GRADING, DRAINAGE
<br />1o I 891 j I I PROPOSED POND 1 -- HWL=893.4 &EROSION CONTROL NOTES
<br />889 III \NWL=894.20 (PER -SADDLE -CLUB-PUD)-
<br />/ x I I , - w 1. PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK
<br />HP \ I 1149 I HWL=896.5 CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE AS SHOWN ON PLAN.
<br />-903?L9- J bl1 I I ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE
<br />� w ao ao � � _
<br />- OUTLOT E - 2. CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION
<br />3
<br />LO i I I N O I °n' I I I N II OF ALL EROSION CONTROL MEASURES PRIOR TO ANY WORK.
<br />0i ��\ d O 148x \I I co III I \ I \\ SADDLE CLUB FIRST ADDITION �F 3. CONTRACTOR TO SCRAPE EXISTING TOPSOIL AND STOCKPILE; PROVIDE SILT FENCE
<br />Ilj N m �\ w OR OTHER ENGINEER -APPROVED SEDIMENT CONTROL MEASURE AS NECESSARY.
<br />O J I I I `\ I N I0°II \l y ' aM aM vw
<br />3.1. FOR DISTURBED WETLAND AREAS, SALVAGE AND STOCKPILE WETLAND
<br />I 'TOPSOIL IN SEPARATE LOCATION FROM OTHER TOPSOIL. UPON GRADING
<br />LO
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<br />3 893.12 � � y '
<br />WL1-16 r-------- LEGEND
<br />\ 1 T I x 893.18
<br />892.96 892.49 i \ EWET �P
<br />WL-1 A-11 WL-1 A-10 / EWET 2 3 LOT N0.
<br />894.55\
<br />894.64,' ;i !''' •�•. �
<br />BAFFLE WEIR I I oh EXISTING OVERHEAD ELECTRIC PROPOSED WATER PIPE
<br />(SEL\DETAIL ON C2 ) ref /wet DRAINAGE & UTILITY I~ I
<br />-\8g4 ,' 893.02 i . ; all, wet EASEMENT T EXISTING UNDERGROUND TELEPHONE PROPOSED SANITARY SEWER PIPE
<br />893t1.7 ,
<br />\ W93.OA-14 WL-1A-1i WLl-15 ,� / 1 I wet- CBL
<br />p� . ,i I `\ EXISTING UNDERGROUND CABLE >> PROPOSED STORM SEWER PIPE
<br />SURFACE DRAINAGE I I
<br />�92 i!IEXISTING TELEPHONE PEDESTALPROPOSED BASIN 2 � 0 PROPOSED STORM MANHOLE
<br />3 i ! I \ FINISHED GRADE PROPERTY LINE
<br />\ NWL=893.0 i ! \ I © EXISTING ELECTRICAL PEDESTAL
<br />\ HWL=894.20 892.6 ,
<br />i ! i AT REAR OF HOUSE I I ❑ PROPOSED CATCH BASIN
<br />\ II I WL1- 4 , ; 1 I © EXISTING CABLE PEDESTAL
<br />�� ; I RECOMMENDED HOUSE TYPE
<br />OUTLOT 893.86 INDICATES PROPOSED
<br />0 PROPOSED FLARED -END SECTION
<br />,EWET I I LOWEST FLOOR ELEV.
<br />WETLAND i CO-) EXISTING UTILITY POLE
<br />N - S.E. W.O. -SPLIT-ENTRY I 899.7
<br />� I HWL=893.5 - I WALK -OUT INDICATES
<br />i. I \ PROPOSED GATE VALVE
<br />(PER SADDLE CLUB PUD) ' i RIP -RAP W F RIC SEE DETAIL - ,,fir,ROPPED GARAGE EXISTING LIGHT POLE
<br />w / ( W.O. - WALK -OUT I W.O.OI
<br />�- / \\ \ 0) i i I STR-7) FXTE TO BOTTOM OF BASIN I LOW FL=897.5 » EXISTING STORM SEWER PROPOSED HYDRANT
<br />w \ -EDGE OF WETLANDS PER °I11 i ! i (TYP) / I DROP 1 FT
<br />KJOLHAUG ENVIRONMENTAL : i ! i /� /
<br />�- LL O m / ' SERVICES, INC., MARCH 13, 2017.-) 11 w `� MNr0 i // I 906.3 GAR I EXISTING WATER MAIN 0 PROPOSED SANITARY SEWER MANHOLE
<br />O m 0)000 I SUGGESTED EXISTING SANITARY SEWER
<br />0000 i EWET / // PROPOSED ELEVATION AT I GARAGE
<br />I 930 PROPOSED CONTOUR
<br />3 EWET a92s all, GARAGE LOCATION
<br />o g Q z all, / I,, all, i ! ; ' WET GARAGE DOOR (FRONT)
<br />LL _ _ -92 7I ! T DO EXISTING STORM MANHOLE
<br />c� O / WL1- 3 11 1 I - \ X920.60 PROPOSED SPOT ELEVATION
<br />oc I- w / / BASIN OVERFLOW ' ,� r- WETLAND R/W NAVD88 DATUM
<br />w Q 0 PROVIDE REDUNDANT SEDIMENT CONTROL (SILT p
<br />w a � z N / ELEV = 894.20 `• ` NWL=892.0 / EXISTING FLARED -END SECTION GUTTERLINE, BITUMINOUS
<br />H- D FENCE, BIOLOGS, OR OTHER APPROVED EQUAL) �� 3 p SURFACE, OR GROUND SURFACE
<br />< w v w WHEN GRADING IS WITHIN 50-FT OF A / 5-FT WIDE SODDED OVERFLOW 4 ! HWL=893.5/
<br />J Z J / ! / aj0 / ( ) 0 EXISTING GATE VALVE
<br />z I , Q > UNLESS OTHERWISE INDICATED)
<br />x Q WETLAND (TYP) / / �. ;% 0 PER SADDLE CLUB PUD STREET g
<br />o- o 1yo A ~ EXISTING HYDRANT s PROPOSED SILT FENCE
<br />0 Q_oZ� / 893.25 x 896.30 xa92.47/ TYPICAL LOT LAYOUT
<br />0_ OJ � O x K16-2 3� I - WET i
<br />g PROPOSED TREE PROTECTION FENCE
<br />Q L� z H I 892.66 / 1T9 ' � I ' � i'
<br />WL1-9 / n i LL ,�I, �v �S EXISTING SANITARY SEWER MANHOLE 4.0%
<br />892 9g 893.17 /' ' 1681 n O \ \ PROPOSED DIRECTION OF DRAINAGE
<br />m
<br />PROVIDE WETLAND BUFFER SIGNAGE AS Wu-10 WL1-12 / I J f 02g
<br />APPROVED BY LINO LAKES AND RICE "170 / EXISTING CONTOUR PROPOSED RIP -RAP
<br />92.64 893.12 ' EWET 9
<br />CREEK WATERSHED DISTRICT (SEE DETAIL/u-8 EWET
<br />\ /
<br />WL1-11 893.15 ' x n _j Q92 \ / /j / X 920.99 EXISTING SPOT ELEVATION
<br />GEN-22) - TYP. / \\ I 167 j i U / 4- GE NAVD88 DATUM 0 PROPOSED INLET PROTECTION
<br />WETLAND FILL #1 // - 894 - I'g6 �I'� ail, wef i
<br />T 892.40 / -I I m x W = /ay V // /
<br />1,665 SF Wu-7 _-__' _ 894 ' Ai 892.01 J \ // X EXISTING FENCE PROPOSED WETLAND BUFFER SIGNAGE
<br />179 x 8 g 7 7 4 892.10 WET
<br />I all, WET 5-FT WIDE SODDED \\ ^\ �/ 00 wet DELINEATED WETLAND EDGE PROPOSED WETLAND MANAGMENT
<br />OAK28 - a� x\ DELINEATION BY WSB AND CORRIDOR WMC -SEE NOTES FOR
<br />K OVERFLOW (EL=895.0) �\ � (WMC)
<br />all, I I IIIII = I (� KJOLHAUG ENVIRONMENTAL ----- TOPSOIL MANAGMENT IN WMC
<br />/ I I
<br />WL1-46 WL1 55 892. -I �1 I I 8� 898 898.2
<br />x 892.38 _ _ // \ , / / / i - -
<br />W / WL1-4 E-- WET �� / // oo ' / PIEZOMETER PIEZOMETERS Lr-�- I WETLAND FILL
<br />900 \ // 9X \ \ \ /// \ O PERFORMED BY CARL ANDERSON
<br />1 I I °Z LOW = . I PROVIDE INLET SEDIMENT CONTROL / SEE WETLAND REPLACEMENT PLAN PREPARED
<br />/ 1 894.95 � SEE "ENGINEERING FIELD (
<br />/' w�1-1 I 902 EWET ,FOR NEW STORM SEWER INLETS /i /
<br />/ -� �j x y� / � / REPORT" (MARCH 17, 2017) BY KJOLHAUG ENVIRONMENTAL)
<br />III I I WITHIN 24 HOURS OF STRUCTURE 89
<br />WALK -OUT 'ate
<br />^ INSTALLATION (TYP - SEE DETAIL i1 h / 42�6
<br />892.6 892.62 , - / DROP GAR-1.0 FT , O s98.66` /j ,-s9�
<br />AM-2 WL1-III3 i
<br />/' -1 �'1�� ,---' I v I GEN-19) + Tc-EBI>'v vv /j vv
<br />a // GENERAL NOTES
<br />III/ z GAR 904,9
<br />_ `�\ ,' 4 9 tea• I,\ � \ � e� \ ,,
<br />-0 00 �I
<br />G
<br />ROCK CONSTRUCTION °
<br />PIE -TER# 1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION
<br />892.59
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<br />893.901
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<br />PROPOSED SOIL
<br />AMENDMENT AREA (SEE
<br />NOTES ON THIS SHEET)
<br />894.?0 PIEZOMETER 4
<br />rIE_IE 89O2
<br />LNE-895�9I11
<br />I j 111=�1 I I1=111=
<br />O Q 00UIII \ \ // � COMPLETION, REPLACE SALVAGED WETLAND TOPSOIL IN DISTURBED WMC
<br />8 °° /I �I, ' ------ ------ IaM� 'aM / BUFFER AREAS.
<br />\ 9A, o I 1 I / \ \\ 894.50 / 4. THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA BY AREA BASIS TO
<br />Q� pt '' N OCD o / / / I 5 //3 / Pf\ MINIMIZE UNSTABILIZED AREAS; AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS
<br />Q� o pOj O 9$ 5 - \ �/ / MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER
<br />'n I _ _ $ 896 / y \ \ \ ��/ / / WITHIN SEVEN (7) DAYS
<br />- - - - �� - _ \ \ ` 5. SEE SHEET "STORM WATER POLLUTION PREVENTION PLAN" (SWPPP) FOR
<br />' COI c� s g�Rly-T-=997� \ i> 896 __-- / / ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING
<br />o l 2 /'I 896 y \\ \\ 84.10/ 6. DISTURBED AREAS TO BE SEEDED WITHIN SEVEN (7) DAYS; SEE SWPPP FOR SEED
<br />i \`� ` MIXES AND RATES; ALSO SEE LANDSCAPE PLAN
<br />9© .5 903.25 7.60 898.80 , �s s� s _ I - - - \� 7. STREET SWEEEPING IS REQUIRED TO PREVENT MIGRATION OF SOILS ONTO ADJACENT
<br />IMP H P _EOF FO _ - - - - - 897.96 894.77 ,' vv x\ �a STREETS
<br />STREET- I i X14 \/ EWET II \ I xt \ I \\ 8. CONTRACTOR TO PERFORM INSPECTION AND MAINTENANCE OF EROSION AND
<br />SEDIMENT CONTROL MEASURES PER NPDES PERMIT SECTIONS 11.1 THROUGH 11.11
<br />15 I (SHEET C4.1) UNTIL FINAL STABILIZATION
<br />�111 4 f /
<br />897.97 / Q, v
<br />11=1 I I PIEZO TE #: I I � � I- I
<br />I
<br />893.�35 I � � / 1
<br />53 04 �894.79 8 335
<br />PI * I E H 896.�80 EWET T� 93.38
<br />2
<br />E-.44 9039 x
<br />\
<br />-}� 11 FLU898.5
<br />893.90 o L0 Q y00
<br />\
<br />893.08 \ 8�4.56 \
<br />11-1 I CIA O o _J / x ' ' WET
<br />894.28 v v
<br />i rn EWET /
<br />11-11 I y x ,' x 8 .39
<br />h 898.02 x W A \
<br />11-I11 N WETLAND FILL 2 I N o 0 894.96 PIE -LINE POND EOF \
<br />TOPSOIL STOCKPILE - 0D O / # O O O 0) X/ x 896.85 _ A
<br />0) O O x / ELEV = 896.5
<br />�011 20,040 SF m 0) O CD 9 LIN 895.88 ,
<br />FINAL LOC. TO BE VER. W 11 _ / Q � _ sss ,
<br />( CONTRACTOR & OWNER o00=I-�� I - /� y PioMETER #1 10 FT POND SODDED OVERFLOW v \ Jew
<br />STABILIZE WITHIN 7 DAYS 111=11 I + o / ' WET 98 x (SEE DETAIL) - - - _ - -
<br />AND PROVIDE SILT FENCE 11-111 O O /' I 5 10 ' B-----BLDSB-----BLDSB- D B - - _BLDSB \ \
<br />- ao 2% 2� all, /--� - -- --.�_
<br />AROUND STOCKPILE nlcmDo
<br />' m - - - '
<br />I I 111-11 I� II I � , I x 892.49SILT FENCE REPRESENTS I o =1I1 O _$9 3 I Imo- I �I I I-_- I -I =I I i ,' WET a94.s4
<br />- Q 50 .0. W. _ �' 895.0 i EWET / v ix \
<br />°' III-11 III=III -III=I -III 893 08 i \\ \
<br />LIMITS OF DISTURBANCE o - _ - WET x SEE LANDSCAPE \ /
<br />(TYP) I I I 1 -III � �� 11 III. 11 = 1 ' ' 894.26 /' PLAN FOR POND \
<br />I 111- Q - `O H2OELEV / v Wet -wet 896.20
<br />1 II1 Q o I Q I I I I I- - '� ro� x RESTORATION 896.30 vv v v
<br />III M11 I OU TLOT E \\ \\
<br />T111= I I I C I=1 I-1 I I-_= I �-_ L__ - �, P WET 8E26�Ab E CLUB FIRST ADDITION 3
<br />f - - - - _J 00 _ °� 11 I1I 1 1 1 I -I 1 1 1 1 1- a893.48 WET x WET dll, \\ I I
<br />I'1E1 1 1 p��j - � 1 tr=t1 F� -1II-1 1 1 894.97 ' // EWET 2 all, \ \\\ I I
<br />- -
<br />I -------____ s97.2z 89356 .
<br />893.36 11_ 89 - -- _ 899. __. EBIT/BRIDG �� 894.56
<br />90073
<br />00 � 0__ .898\37--
<br />\ 897 07 BRIDGE \ \ \
<br />iV A EBI� BRID -
<br />.12 901.15 898.64
<br />/ -- 2.5 02 ' ` MINIMUM OF 2 ROWS OF SOD REQUIRED
<br />�c 9 _00 903. 902.8fa �`� BEHIND CURB - SEED & MULCH REMAINDER'+ �
<br />1 WETLAND FILL #3 ' i / /%' T so3.o - ----- OF RIGHT-OF-WAY (TYP) \ \ \ \\ \\
<br />2,227 SF �SAWCUY 910 03.03 \�\ -�� �1 I x GROUND WATER DATA
<br />i x 9c3.0z o ���� t< i I \` \\\ `\ PIEZOMETER # \\\ \
<br />00 j ,' / MATTdH \� 9oz94 o ' 9 CO
<br />I 90 .24 -I 'TCtoo'; Sw '�\ ��� \ \ 1 2 3 4 \\ I
<br />N REMOVE EXISTING TRAIL CONNECTION & \ 2-28-2017 894.69 894.69 892.95 892.95 `\
<br />/'/,� ; a W j REPLACE WITH CONC. PED. CURB RAMP W/
<br />REMOVE EXIiSTING WINGS OF �fEMP. \\ i p I / 9C2.90e o ` \ 3-12-2017 894.34 893.94 893.21 893.01
<br />TRUNC. DOMES - MATCH NEW TRAIL INTO 1
<br />CUL DE -AC AND PROVIDE CBG ASHOWN I\ �\ 902 T I >C Q: I I?C\
<br />SXWCUT I �C I � C? i �,�' `, EXIST. \ I ' PER PIEZOMETER DATA - CARL ANDERSON ENGINEERING J
<br />( i ) 1 \ \ I 0_ I ,fA02.80 , i ,' i w/vs� I \ I /' ("ENGINEERING FIELD REPORT" DATED MARCH 17)
<br />x I I 9 4.20
<br />9 2.86 I 1 I /902 8 � ARFLR ,
<br />DRAWN BY: DESIGN BY:
<br />A.G. A.G.
<br />CHCKD BY: PROD. NO.
<br />C.W.P. 17-1685
<br />ORIGINAL DATE:
<br />APRIL 10, 2017
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<br />PREPARED FOR:
<br />DUPONT
<br />HOLDINGS LLC
<br />SITE PLANNING
<br />& ENGINEERING
<br />P LOWE
<br />ENGINEERING, INC.
<br />6776 LAKE DRIVE
<br />SUITE 110
<br />LINO LAKES, MN 55014
<br />PHONE: (651) 361-8210
<br />FAX: (651) 361-8701
<br />NORTH
<br />0 15 30
<br />,(OFF PLAN SHEET) 1 INCH = 30 FEET
<br />' i i % � Tc2.�s ° i TC-Ve)UNTABLE PROVIDE INLET PROTECTION AT LOW POINT CATCH RAIDING D RAI NAG E & E S C PLAN
<br />Know what's below. ,� � � � � I / �' � 1
<br />�9T02.7 1 � I BASINS (2) IN FOX ROAD - APPROX. 175 SOUTH
<br />Call before OU CAI . ' S�WCUT 1 I OF SADDLE CLUB 4TH ADDITION PROPERTY LINE) I BENCHMARK: TNH IN THE PLAT OF FOXBOROUGH. HYDRANT LOCATED AT THE SE
<br />y g \ /� I I CORNER OF RED FOX ROAD AND FOX ROAD. ELEVATION IS 904.61 FEET. / SADDLE CLUB 4TH ADDITION
<br />
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