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Civil Plans CompleteLn N O N O N O c. O i N O Ln N N Victoria w FINAL GRADING WATERMAIN, 001AI a - Chanhassen SITE _ SITE MAP NO SCALE GOPHER STATE ONE CALL CALL 48 HOURS BEFORE YOU DIG! TWIN CITY AREA 651 - 454 -0002 MN. TOLL FREE 1- 800 - 252 -1166 MINIMUM CITY SETBACKS BUILDING TO R/W 30 FEET PARKING (CURB) TO R/W 20 FEET PROJECT COORDINATES N 44° 51' 23" W 930 35' 42" SITE AREA 134,050 S.F. =3.08 AC. ilk N 29 11 VITZ01 T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV. 996.62 SUPERDOG II CHANHASSEN, MINNESOTA DRAINAGE, EROSION CONTROL, SANITARY SEWER, STORM SEWER, &SITE CONSTRUCTION PLANS FOR sTjpFpnnG COUNTRY CLUB, NDIGO DRIVE, EDEN PRAIRIE, MN 55347 PHONE: (612) 239 -7024 10104 LLC* t " � I ITI /1T A \-/ V I L_\/ I / -\ A [) [)r —TI n A I I^1NIr--^^ .J A E:) I< �NIr-\ A rnr"\ r \I \L�UI \L_I V VI L�V-I1vL__' nI \r� �IVL/ /— \LJL'/ . i WATER TOWER I I n l �� I A TT r— f1 # F — _l/ — — — — — — — — — — — — — — — — — — — — — — — — — --- — � I I /"N -T- l< L) 11-TI I n A I I ^ I r\ 1 r1-^ ^ �� A L) Its 1 L) f1 A r-\ f1 \ r\ 1 V L� \J I\ L_ 1 V I V I L� V" I l y r lo V I I I II t ri' ,} -I < EXISTING Y i 41 KENNEL /DOG b KENNEL /DOG DAYCARE t a (') DAYCARE.:¢ ^{ I C� C� LIJ, (YT (;) r VETERINARY _ I� ; CLINIC t"`A I x f<* < PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY: NPDES OFFICER: 3 J ' i �N -- -------- - - - - -- .r i -- - — ---- - - -�•: - -, --------- - - ---1 • r: - - - - --- �, - �— �, —M, —r =rte 82ND STREET 0 Q O Q w CL N KURT D. QUAINTANCE, P.E. — JAMES R. HILL, INC. KAREN JACKSON JOSEPH SHAMLA, P.E. — PROJECT ENGINEER — CITY OF CHANHASSEN TEDDI SEIBRING— TROFIN — MPCA i io i 0 Oc 0 �i # IA (952)- STORM SEWER STRUCTURE SCHEDULE (0) STRUCTURE NO. BLD. INSIDE DIM. NEENAH CASTING STMH 100 6.39' 48" DIA. (952)- R -1642 -1165 STMH 101 6.17' 48" DIA. (0) R -1642 G @ G CBMH 102 5.51' 48" DIA. EXISTING SOIL BORING R -4342 EXISTING UNDERGROUND GAS LINE CBMH 103 5.04' 48" DIA. U a) u1 O R -4342 (; ) CBMH 104 5.81' 48" DIA. EXISTING ELECTRICAL PEDESTAL R -1642 EXISTING UNDERGROUND FIBER CB 105 4.47' 27" DIA. L _1 R -4342 CB 106 2.50' 27" DIA. PROPOSED CONTOUR R -4342 ^Y CBMH 107 6.43' 48" DIA. O R -3067V GOPHER STATE ONE CALL CALL 48 HOURS BEFORE YOU DIG! TWIN CITY AREA 651 - 454 -0002 MN. TOLL FREE 1- 800 - 252 -1166 MINIMUM CITY SETBACKS BUILDING TO R/W 30 FEET PARKING (CURB) TO R/W 20 FEET PROJECT COORDINATES N 44° 51' 23" W 930 35' 42" SITE AREA 134,050 S.F. =3.08 AC. ilk N 29 11 VITZ01 T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV. 996.62 SUPERDOG II CHANHASSEN, MINNESOTA DRAINAGE, EROSION CONTROL, SANITARY SEWER, STORM SEWER, &SITE CONSTRUCTION PLANS FOR sTjpFpnnG COUNTRY CLUB, NDIGO DRIVE, EDEN PRAIRIE, MN 55347 PHONE: (612) 239 -7024 10104 LLC* t " � I ITI /1T A \-/ V I L_\/ I / -\ A [) [)r —TI n A I I^1NIr--^^ .J A E:) I< �NIr-\ A rnr"\ r \I \L�UI \L_I V VI L�V-I1vL__' nI \r� �IVL/ /— \LJL'/ . i WATER TOWER I I n l �� I A TT r— f1 # F — _l/ — — — — — — — — — — — — — — — — — — — — — — — — — --- — � I I /"N -T- l< L) 11-TI I n A I I ^ I r\ 1 r1-^ ^ �� A L) Its 1 L) f1 A r-\ f1 \ r\ 1 V L� \J I\ L_ 1 V I V I L� V" I l y r lo V I I I II t ri' ,} -I < EXISTING Y i 41 KENNEL /DOG b KENNEL /DOG DAYCARE t a (') DAYCARE.:¢ ^{ I C� C� LIJ, (YT (;) r VETERINARY _ I� ; CLINIC t"`A I x f<* < PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY: NPDES OFFICER: 3 J ' i �N -- -------- - - - - -- .r i -- - — ---- - - -�•: - -, --------- - - ---1 • r: - - - - --- �, - �— �, —M, —r =rte 82ND STREET 0 Q O Q w CL N KURT D. QUAINTANCE, P.E. — JAMES R. HILL, INC. KAREN JACKSON JOSEPH SHAMLA, P.E. — PROJECT ENGINEER — CITY OF CHANHASSEN TEDDI SEIBRING— TROFIN — MPCA i io i 0 Oc 0 �i # IA (952)- 890 -6044 (0) (612)- 508 -8890 EXISTING CONCRETE SURFACE (M) (612)- 239 -7024 EXISTING TREE LINE /TREES (M) (952)- 227 -1165 (0) (651)- 757 -2719 EXISTING WATERMAIN (0) tt # # # 82ND STREET INDEX TITLE SHEET SITE INFORMATION BOUNDARY AND TOPOGRAPHIC SURVEY /EXISTING CONDITIONS FINAL REMOVAL PLAN FINAL GRADING, DRAINAGE, & EROSION CONTROL PLAN EROSION & SEDIMENT CONTROL DETAILS FINAL UTILITY PLAN FINAL PAVING & DIMENSIONING PLAN FINAL LANDSCAPE PLAN DETAILS W SCALE IN FEET 0 50 100 150 Tgiiiiia 1 inch = 50 feet LEGEND ® EXISTING ASPHALT SURFACE \y/ C5 N EXISTING CONCRETE SURFACE EXISTING BUILDINGS Q EXISTING TREE LINE /TREES u� EXISTING CONTOUR EXISTING RETAINING WALL <i EXISTING WATERMAIN 9ZEEI _D/ EXISTING SANITARY SEWER G @ G EXISTING STORM SEWER -- »--- »--- » - - -»— -- -- EXISTING ROOF DRAIN EXISTING SOIL BORING C T C C �' V Y EXISTING UNDERGROUND GAS LINE EXISTING OVERHEAD POWER OHP OHP OHP OHP LINE /POWER POLES U a) u1 O EXISTING UNDERGROUND (; ) E ELECTRICAL LINE X EXISTING LIGHT POLE LIJ EXISTING ELECTRICAL PEDESTAL J EXISTING UNDERGROUND FIBER CFO CFO CFO CFO CFO OPTIC LINE o EXISTING TELEPHONE PEDESTAL L _1 - - - - -- - - - - -- EXISTING CURB & GUTTER EXISTING CHAINLINK FENCE Yo - - - - - - - - - - EXISTING 6' HIGH CEDAR FENCE 000 PROPOSED CONTOUR b D ^Y —►-►-►-►-►-►- ►- ►- ►- ►- ►- ►- ►- ►- , PROPOSED SANITARY SEWER O X r rr r PROPOSED WATERMAIN C� CJ rr PROPOSED RETAINING WALL PROPOSED CONCRETE SURFACE PROPOSED CURB & GUTTER _J —J PROPOSED FENCE 74 c fY- ? PROPOSED HEAVY —DUTY SILT FENCE C-4 PROPOSED CB /FES PROTECTION D (TO BE INSTALLED AFTER STORM o SEWER IS INSTALLED) PROPOSED DITCH BLOCKING (MnDOT TYPE 3 TO BE INSTALLED LIJ AFTER COMPLETION OF GRADING & U STORM SEWER) E Lou � CJ r 13 0- o Z a Q_ u_ <i 82ND STREET INDEX TITLE SHEET SITE INFORMATION BOUNDARY AND TOPOGRAPHIC SURVEY /EXISTING CONDITIONS FINAL REMOVAL PLAN FINAL GRADING, DRAINAGE, & EROSION CONTROL PLAN EROSION & SEDIMENT CONTROL DETAILS FINAL UTILITY PLAN FINAL PAVING & DIMENSIONING PLAN FINAL LANDSCAPE PLAN DETAILS W SCALE IN FEET 0 50 100 150 Tgiiiiia 1 inch = 50 feet LEGEND ® EXISTING ASPHALT SURFACE p T C5 N EXISTING CONCRETE SURFACE EXISTING BUILDINGS Q EXISTING TREE LINE /TREES ---- - - - - -I 000 -- -- EXISTING CONTOUR EXISTING RETAINING WALL oaLa�mo EXISTING WATERMAIN 9ZEEI _D/ EXISTING SANITARY SEWER G @ G EXISTING STORM SEWER -- »--- »--- » - - -»— -- -- EXISTING ROOF DRAIN EXISTING SOIL BORING C T C C �' V Y EXISTING UNDERGROUND GAS LINE EXISTING OVERHEAD POWER OHP OHP OHP OHP LINE /POWER POLES U a) u1 O EXISTING UNDERGROUND E E E E E E ELECTRICAL LINE X EXISTING LIGHT POLE ❑D EXISTING ELECTRICAL PEDESTAL J EXISTING UNDERGROUND FIBER CFO CFO CFO CFO CFO OPTIC LINE o EXISTING TELEPHONE PEDESTAL ------------------------------------------------------------------------------------ - --------------------------------------------------------------------------------------- - - - - -- - - - - -- EXISTING CURB & GUTTER EXISTING CHAINLINK FENCE Yo - - - - - - - - - - EXISTING 6' HIGH CEDAR FENCE 000 PROPOSED CONTOUR b D >— PROPOSED STORM SEWER —►-►-►-►-►-►- ►- ►- ►- ►- ►- ►- ►- ►- ► -►-�— PROPOSED ROOF DRAIN PROPOSED SANITARY SEWER O X r rr r PROPOSED WATERMAIN X PROPOSED STREET LIGHT PROPOSED RETAINING WALL PROPOSED CONCRETE SURFACE PROPOSED CURB & GUTTER =� PROPOSED TIP —OUT CURB & GUTTER PROPOSED FENCE 74 c PROPOSED SPOT ELEVATION AWN° PROPOSED HEAVY —DUTY SILT FENCE C-4 PROPOSED CB /FES PROTECTION ® (TO BE INSTALLED AFTER STORM o SEWER IS INSTALLED) PROPOSED DITCH BLOCKING (MnDOT TYPE 3 TO BE INSTALLED AFTER COMPLETION OF GRADING & U STORM SEWER) 1.1 1.2 -1.3 1.4 1.5 2.1 2.2 3.1 4.1 5.1 6.1 • p T C5 N Q Z vUi 3 oaLa�mo O — wLO O E N O N N N C T C C �' V Y N - In U a) u1 O c14 ■ i/) Lj I 0 J rn \5 z 00 N LO Qf m ■ Ld W O X z L¢L. z =� AWN° C-4 \ o C> U E Lou � c 0- o Z a Q_ �I, E C p T N Q Z vUi 3 oaLa�mo O — T N O N O E N O N N N C T C C �' V Y ,.2-0 —a TOE 7 J In U a) u1 O U U 7 w � LO LO H �z T� ~o �w 0Zx F-4 a- z A 0 Z LLI �Z o�o W N r, W =1_40 O:f aQH Uo �6H V i � ° Z O Q o �.N 0 0 W- PI-1 WIN BY CJK DATE 5/4/12 REVISIONS CAD FILE 22502 -10TS PROJECT NO. 22502 -10 1.1 • w L0 Of z _ c� NA A7- N. W LL_ ALL- _`�- y■,' {� �r k T - - . - ■ I WATER TOWER 0 � 00 S F '.- }'. 4` ti' ,_" s, y •{ - -y I - -' , .� - ,# I} . f+ 1 r I �. L -1 \\ O / d/ I I I I I I I I I I I I I N -• . r t L k .} yw -! i i 1 1 �r / 1 \ / / I I I I I I I I � 11i / / / I I I I ({hyyI . �`, .; ,� �• .r: ; ' � tip. � a' _ ,' � � ;' � I I I 1 r � 1 % / / d I I 1 �-I- -� C� � �1 1 / / /ii /oo / /II IIIIO 5 Z ''ti11 ;f''• — * '� , � " I I I I I / r `� —, , I / / / / / /� / / / I I I I I� \ _ 1 —�' —T> I I // t t l( I I I I �i - _ { i t . 1 '�`+' 1 i - * I I I I Iw r__•" ! --------- 1 r 1 1 1 1 I I � Z w 11 ) 1 1 �, a � 1 O - - -- \ I I I I 1 1 1 1 1 1 p _ -- _ I I 1 I I 11 �F— - -- — —�� — i I I I I I r 1 r L.L N Cl- a� �' dip WY5 Pero _ �` - ■ s r _ _ Pewc Pmc PEMC Wa�a Ift _v ANIL- +f MnDNR W LAND — { " _ * lb PEM/F01C - 210 �i ,'• w ` -� : 2ND SL PSS1/EMC r *' i ai JJ' rlr. - i+ �•5r {� - Plate d 4 rNI i � l I 1 1•I t • Poa Por%d ffMAd pa • e a r tz rn - Porl:d " i Fueft 14� i a • •- r - - - �` _ -- - ; -- M ,. j P, 4 — 4do - � Ir � � • ►� .. U SGS MAP 1 inch = 800 feet PFOfAd 5* STY \ v. N vi O i N O Ln N N SOIL GROUP MAP 1 inch = 50 feet G C� BENCHMARK N T.N.H. N.W. CORNER OF Ni CENTURY BLVD. & 82ND STREET ° ELEV. 981.07 N 3 " to Q o T.N.H. ON PRIVATE PROPERTY N N. OF 82ND ST. & EAST OF HAZELTINE BLVD. o ELEV. 996.62 14 Ln az v vi O i N O Ln N N SOIL GROUP MAP 1 inch = 50 feet G C� I� p T— E O N a N W O 3 " to Q Z 0 3 ' mo c m oa>_a°o 14 O O C I .� O D az v T L 0.0 a rA w O N Ld Ld N O C T O N C Y A� Z 0 :�_ d U H Z � Lou ow� �y W U N to O w 1--� U) Z ate. c+ a a DRAWN BY CJK DATE 5/4/12 REVISIONS CAD FILE 22502 -10SI PROJECT NO. 22502 -10 1.2 V Mw � 1�1 � 14 0 az v O w OZ Ld Ld LY �a_ A� Z O H Z � Lou ow� �y W w w 1--� U) Z 0> a Q 00 C) rT, 0 O Z Ao 0 P4 - W- a V � DRAWN BY CJK DATE 5/4/12 REVISIONS CAD FILE 22502 -10SI PROJECT NO. 22502 -10 1.2 • C) Ld L0 •%>- -.4- To C14 M ■ C/) Lj 00 04 ■ Ld W >< < -;" LL- j-j �3 0 Lu o 6 Ld C) C-4 O Cn of Co Lo E CC I C�) (D 0- U-) C'14 = 0- "N CC I G1 00 L0 1-4 92 99 0- - 988 --------------- Ld O ---------- Ld > 86 C)- ------------------------ --- ------------- Ld D STREE 0 o Z 0 w W Ld LL. Ld U) 5:4 Lj U) z---------------------- — - -- ------------------- — – — -------------------------------------------------------- – — – - ------------------------ 0 > aQ � 0 Ld 0 > E--1 0 < 1-4 C) Ld ul UL A o LEGEND -0 EXISTING DRAINAGE PROPOSED DRAINAGE DRAINAGE AREA I inch = 50 feet 1 1 inch = 50 feet I Q to] M IT, Ell V 21 T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV. 996.62 DRACJ WN BY K DATE 5/4/12 REVISIONS CAD FILE 22502-10SI PROJECT NO. 22502-10 1.3 To j-j 0 Lu o 6 (o Z z EX 2B ji I I 0 a-- (L) 2 0 0 c a-0 C A 0 D TA =0.45 AC rA - Lo co 0 I .2 0-5 -C 0 "N CC I G1 00 L0 1-4 92 99 0- - 988 --------------- Ld O ---------- Ld > 86 C)- ------------------------ --- ------------- Ld D STREE 0 o Z 0 w W Ld LL. Ld U) 5:4 Lj U) z---------------------- — - -- ------------------- — – — -------------------------------------------------------- – — – - ------------------------ 0 > aQ � 0 Ld 0 > E--1 0 < 1-4 C) Ld ul UL A o LEGEND -0 EXISTING DRAINAGE PROPOSED DRAINAGE DRAINAGE AREA I inch = 50 feet 1 1 inch = 50 feet I Q to] M IT, Ell V 21 T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV. 996.62 DRACJ WN BY K DATE 5/4/12 REVISIONS CAD FILE 22502-10SI PROJECT NO. 22502-10 1.3 11 I I I / I � I � -------- - - - - -- / - - - - V \ - RE 998 00 "E X I S TI N G / j> > > > BUILDNG 93 X15" RCP >@ 13.76 0 Vj\1)64'1 5' RC1P _ @ - :l'�s -� _5` -_ -: 284.55 S89 °15'57 "E' � Abe II I I I I I I I I I 1 I I I I I I /.W 5 / - -- __ D - - U- T I=L- ITY _-= DRAINAGE A EASEMENT PER PLAT /J/ / / / � / - - - -- � -00, � I ` 2 I 0 I�- _ I / , , E L R I I I I I I 8I 4 I M 9 In - 020 - � / / / / _ - / / INV 4.131I 4 , INIV 484.124 p EX, 'SMH I I I I RE 1 06.33\ I \INV 9 2.66 /p I 1 ) I ) 1 11 1 j. l I / I I I / I 1 I 1 1 1 1 1 1 1 \ 1 5 A / /�'� I I I I'� '% /' /%� .�-'�' i ! ) � /\ -` \110.02 N89 °15 57W //' �� i � � � -\I-- L, - t v I .� �v� ;-�-T N L,� � /' - � Ar r`�, �� -� v / -� � � " �T J -T _ - - -- ____1010 I \ -T- T T T � -I- @ 2 00 \ / / / / / i / / I I ' - I I I I I INV 985.40 --'919 J \ \\ \� //' /// /// //1 / \ \\ I I I I r ENV 984.39 \ I ` \ \\ //- / / /// /' // \ \ 0� I I I Ad I I I I Lot 2, Block 1, ARBORETUM BUSINESS PARK 3RD ADDITION, according to the recorded plat thereof, Carver County, Minnesota. ' ' 9 \ I I NOTES \ I ` \ \ - / / / /' /' / ' / Z ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE EAST LINE OF LOT 2, BLOCK 1, \1� 11 1\ \ \ 006' � L/' / \ \ \ \ \ \ U i I I I i ARBORETUM BUSINESS PARK 3RD ADDITION TO HAVE AN ASSUMED BEARING OF N 00 °24'58" E. THIS SURVEY HAS BEEN PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT OR TITLE OPINION. A TITLE SEARCH FOR RECORDED OR UNRECORDED EASEMENTS WHICH MAY BENEFIT OR _�s.: -• ` -.5. �- ? 103 `1-1t" R / / f' I• S 5 :z - $ E X CB 2A 4 � Ai \ / ENCUMBER THIS PROPERTY HAS NOT BEEN COMPLETED BY THE SURVEYOR. .: = - ; +; = :SI 5110 � _ 5: _ *- =;- RE 987.84 : ', - 1 \ \ \ \ \ I• , -• yl I \ \ \ / / / •� • - - - S - _ - :" 4'< `,- - , s - - �� 1 THE LOCATION AND INFORMATION SHOWN REGARDING UTILITIES, SERVING THIS PROPERTY OR :• \ / / r r. - -, - - -s INV 12" 983.78 `5. 5 \ \ I / / I � • - /-1 EXISTING ON THIS PROPERTY AS SHOWN AS A PART OF THIS SURVEY, HAVE BEEN LOCATED BY ON- . E� �5• :1 �\ / / / y, ti s. -; _ ..., - :- INV 4" 984.28 i' _ 1 -= c�1 \ I I I I I I L I SITE OBSERVATION OR TAKEN FROM PLANS PROVIDED BY OTHERS. FOR FURTHER INFORMATION CONCERNING THESE UTILITIES PLEASE CONTACT THE CITY OF CHANHASSEN ENGINEERING DEPARTMENT AND /OR GOPHER STATE ONE CALL. ''i�• s:-5.1 O / I- If -- -- \ - ' -- := - +r- :a .� \ \ I I X PB H 4 I o / I s t : ; hFr IS 2 FEET. ALL ELEVATIONS ARE BASED ON THE CITY OF C1 NHASSEN 5 , 5 - : s- 5 / /1 CONTOUR INTERVAL Y o o DATUM. ( GVD ) Sti �I N 29 I I � NYy'15' 978 2 7 -» - - > I I N VZ4" 1198.3. / BENCHMARK: TOP NUT HYDRANT NORTHWEST CORNER OF CENTURY BLVD. & 82ND STREET. - 0 1 (� ) ELEVATION = 981.07 FEET - -_- 77' 12" PVC I I 6" /P VC PLUG / Q cb (� - 4 @ 0.42% ,-L _ {�� 1 I OVERALL GROSS AREA = 134,050 S.F. =3.08 AC. li I I i- �-5�1= i�- -x.-45 __ -i_ 4 ,5 -1 �4. ti5. _ _ I., :4_: .,� i -I / 1 1 1 Q 1 INV. 983.4± / / `� I ,,. - �- -, , + -1: _51 I I / `\ Cf °j '� - -� - - -- - J 1 1 V I Q - - ADDRESS OF THIS PROPERTY IS 2910 82ND STREET, CHANHASSEN, MINNESOTA �/ / / 5:,�:5i: _ -5 . �,_4 h: -,� CB 2B /' I c� o - > / I 5 , :5 :•_ ,= 5 RIM 987.84 ! =`` -_= / PID NUMBER = 250760020 :.�: v : _ INV 12" 983.46 wz.- /' � r9 fi. : Y S/ CP I • I .. / / / I <�.: :�= 45 -,� -•- -:,,- ' - - -'- INV 4" 983.96 I. -- - CN S - =- - ,� I , / I I _ _ /-- s::_: :_4,. _Ii_,: -:5 EXISTING :::5 o 0 I I rY / I I EX STMH 2C / g 4 5; +-5 s t.S ;J- , ' �- O J 1 1 - -S -, -- t V _ r '- I V I I `� L/ LL LL� ° RE 991.57 � 1,- .' l 0 �\ I I / INV E b83.0 gZ� ❑ y5i Z O z Cn I �I 1 I I I I - g < <�s::!� _ KENNEL/DOG . -_I Lli �� / I I I / < tK..,L: m __j - ,_� _ / 1 1 62' -12" PVC s s- 5�. i;5i. . ` J ��\ I I o I I ; I I �Q @0.71% =,;= DAYCARE �� I �I t - --� : :, : :I 1 I I I O I I I I v 6„ DIP L :,.I Q In LLj LLJ o 0- In M 1 O I I I I I i( I III I I I 1 I \ I I 1.'� _ \I ',: { 5.:1 ,. ''.q 1 1 I L_ __J 1 I I I 1 I `J I '_ I I� N 13' -8" PVC I- II 0) II I 0) / N NI @ 1.00% _ ` 1 =----------------- 1-- I � � EX CBMH 2 � /� ,------- - - - - -- � _4 _ I I ,/ \\� RIM 988.98 I I N SB 4 / I 1= '''' �\�=- - - - - -S y : r' II III IL S . S' �"-C I I 1 / 1.1 / I 11. •5 :: L I- 5-5:: M 1 �I INV 982.78(E) I 111 EX 8' PVC PLUG p) l INV. 982.25 I I < <-I INV. 983.20 1: !I III •i -.5 t-. - :1 -� .-_ 4_T- I II '___ ------------ I II 1,t- • -S�'r S 9 . S 41 I Iri - - - - - -- _ - -I- ____ -;- _ :, =v -5y- --� I I 1 / / 1 I I• ' ..1 .,. .1lj i.: .ti7j I II VI I 1 \` '� -i- �_5,� 'I I -�•.I � I I I I I I / 1 / / O III I�� ti.5 1 iI-. f�y -III IIII I I 1 1~ ` `` `'�.� 5. 1LI___________- 1 114: ;.1 II 111 I 1 1 i� 1 EX 6" PVC PLUG 1 ---- - - - - -- ` -° INV. 983.20 I P' .qll 1 I iI ---- - - - - -- ------------ III :55. �.II 1 1 - -h_~--- -- - -- - -- j1 v��) L;--4_ S_ - TJ _ � I / I I �' i:1 � _ , �, 1 ' S / / 1 :'.5.': 55�.. / / /K.A.S -- - i•.,} :. r_1,R. ._.! 541 \. -4 ^ °.5 4:qq-5.•..- -'1't :,., !1: '.. ":.` .., _` I. - .. •., :, S ' i5 :. Sl. :,- :.; . ;._ -'4 -4 -- .'S'S.. -. S: =. - - `. 5: ,.- -4, -,.:: fis.-4- p: -`L. .= ..' -.- I ` \� \ I'll I I ~ I EX �T H I- -- - - - -- - - -- -I �. 'I - `i --' - -` -_i mss.- - _T____ y11 r I s 1f` -�- _ ______- '1431 =�__ _ -- - -- -1 -1�- r -I �� J `-`= 3=----_ _--- _I_----- r----- *_�`--= - - - - -, INV 972 (W) ------ r----- 7------- - - - - -- ----- 1 1 / / / �M1 :; 5': 1 1 �` 111 11 -I.• • /1 1 ------------ r----- -I- - - - - -i i1 �I I a �' I I�//-,� / INV 968.78(\S, N) -/L 1 I I' I '' \ V J 111 1 I II _994- L•I / / /, / 1 ' II 11 11 11 1 11 I/ 1 11 __•, S'_L _�1 I -'- I/ 111 ].� 11 U' l / / '4 .I 11 III X11 1'1 1 /; /''I 1 1 1 SBI:1 4 / (I 5 / I I / �. - - - -- - I 5 a CQ \ / / %/� CO v I I 00 EX CBMH 3 I' / > EX CBMH 1 RIM 986.62 I. /I 00 � RIM 985.77 INV 975.24 - f:s a - / NNV INV 979.17 / I _ EX. CBMH 1 - - -- -INV 980.37 N / ' - - 0 I rte` ) - ° > / ---- - - - - -- ---- - - - - -- > > IN 981 11 I ti 0o i ' :-j - /�� J� --- - _ _____ _________________________- - - - - - I INV 967.09(NW)E) I > > > ' I o �''1 '' I " / 401' -24" RCP @ 2.54% >_> "' / 2 -9 \ 6 DIP PLUG _ >\ ; 8g /',;'1 _ ' - - -I-�-� 8836' -24" RCP I 0 \�- I -_ :;J- 11 \ ILL IVV VEI \II ILD� oy - 1 r7 OHP OHP - -OHP OHP - -7HlT - - �F - ' bHP -OHP OHP 0 P 0 "- - -�- -` - -- r- -T -T __ TS�S.t•; T T ;,� �- _�,F J = -- T 390.36 S89 °15'57" 11 Ttt� T - - -- -- - - - - - -_ _ T T 5 T T- -i_ - t T E / !rte , s.: , E ��- 7 T T �� T >� i �✓�' / > - - - - . UFO Cn- - U 0 1 T i - �.... iq / `,•'...� UFO - UFO - - �IFLL _ F. F�L- - - - - - - - Q - �Q ELEC UFO \ \� .'. UFO �UFO T -�' - - AU LT i OF UFO T T ,pp �U U UFO �I T T / -- .:- -.- - .r. -.�a:5 _ - -- _ c. -�`:; - - _ 244' -8" PVC @ 1.93% uF UFO _U r / ^' • •i.. .� - - - - -.- .- -,,- - - -- - - i\\ 0 F.0 / -UFO -'UFO Q - - - - - - - - -- - - - - - -- - - - -- - - - - -- - - - - - -- __ - "��+ ''- '•4 •ti 4 ,' _ - i }' ',S_. , :; .:,5- ; 5 ' VAULT UFO UFO UFO UFO' UFO UFO - - \ + i� -' _ _ - 51 ', l�` S�Sa UFD- �7F0- UFO �.- _ BMH X 39.45 EX. SSMH \ - > - - - - -- '- + - - -� - y - -- - - - -- -- - -_> ___ _ __- ------------ --------- _ _____ ___________________________ _ _ __ '•`5 • •• s 5: 183' -15" RCP 2.75% p 82 95 EX. CBMH \ EX. SSMH 138' -27" RCP @ 0.82% _ RE 988.25 RE 986.63 EX. CBMH > EX. RE 983.33 0- EX. CBMH I INV 979.90 INV 983.00 \ \ 8 2ND STREET NV 9877 916 EX. INV S 975.130 RE 981.03 N N \ \ INV N 975.33 N INV 976.83 N T SCALE IN FEET 0 20 40 1 inch = 20 feet 011 • Cn z P o w Lo V Z N - (D ■ i/) w 0 J rn i NO \ 5 L Lo z N � m • W Ld C) W O X z z LL_ Hz Z Lou LLj �° �� z N Wax `�' o> ° Cl) of \� � 0 Q7 O of 00 Q O U LO E Lu E Cc.< Z � w W � Z I..L 0- DRAWN BY PLM DATE 5/4/12 REVISIONS CAD FILE 22502 -10EXC PROJECT NO. 22502 -10 1.4 Cn z P V r � V A i NO L Lo _ ~O Ld C) Z -� A� z Hz Z Lou LLj �° �� % Wax o> of C) O Q O z o E 0 W a z M� W DRAWN BY PLM DATE 5/4/12 REVISIONS CAD FILE 22502 -10EXC PROJECT NO. 22502 -10 1.4 REMOVAL SCHEDULE CONCRETE CURB & GUTTER 455 LF ASPHALT 726 SY CONCRETE SIDEWALK 1,312 SF 6' CEDAR FENCING 150 LF I I I I I 7.S \ \ \ I I < \ I I C J I I L5 -5`S ` SI I I I I I I I I I I I I I I I I O I I I I I I I � I A k -- I I I 1 I < I I I / I II ti <I lki I I L _ r I I I I REMOVE EX CBMH 2, EX S 139 LF H12" PVC, & 13 LF -8" PVC I I I I I I II I I 1 4 J — - - J I I I I I 1 1 I I I � D-.y 45 5 • 4} . S y.._ 551 I 4 ..5. }�. 45 `'.i `. _y : ti5' .5 ... 5: `I .YY:5 y.5.'.y'•i1 `'., SS:. . :1 .' ___ —_ REMOVE 206 LF -6" DIP 5 k i I S y L LA f �:5�1.� y5':.{ ��. �y ': 5. "' ��• :: .: 'S'• .. :1:'-�.y�` 5' .i `'. .yi �t. � e'S' I 1..4 �� .t. ..i: S `'..y �. .5 .`' } � ��.� -. 5". i `•5 � 1'. 5'y ..iti ::. :5. ..I i I cl I � — 1 r Y� L I_ y I < t, A 4 5 5 S ti y h I 5 y L_�/ U I V I X III, V V � n n / -�L) L- O v V - � I� L/ L v / d N W O i O p 0 U FT. p D 3v+'y N z 5 z o V O O_ >` a 2 N O LL O O a O = L0 T N O -O to w Lo - O E N O N O H oo� N ` C: w Q z � N - CO ■ (/7 L ' 1 � LI J rn r ` \5 Z 4A o > Of 0 V I . . 1y5. 5 . w O z i ti _55 4A X S X55 �. '.�5.. �... z I �•5.:1 . %.'_ .I�'. y_'. W I z (/' 4,5 V 5 ' k 555.' i_ ti : •I C-14 CC V 1 5 ' I 00 U -Al ' tP L x I o C LL I 77 0 Z lA 0- X III, V V � n n / -�L) L- O v V - � I� p — _ E V v N d N W O i O p 0 U p D 3v+'y N z z o V O O_ >` a 2 N O O O a O = L0 T N O -O to w Lo - O E N O N O H oo� N ` C: w Q z � N - CO ■ (/7 L ' 1 � LI J rn �--' \5 Z 4A o > Of 0 V O o . w O z i ti _55 4A X 0 o z LL_ W I z (/' , 5 O C-14 CC V 1 5 ' I 00 U -Al LS: — —» — > — — —>> — —>> 5 '.. > C z 77 0 Z 0- J I I /77 Iy: ' 1. .. I V / 4`• yl /77 i 5:'5.1 I' I L' I I 5s 1 1 REMOVE 24 LF -4" PVC ROOF DRAIN. I' 1 j 3. REMOVE EXISTING FENCE (SEE REMOVAL SCHEDULE) _________-' I II v REMOVE EXISTING ASPHALT,..Syll CONCRETE SIDEWALK, & S.. ------------ II CONCRETE CURB & GUTTER. (SEE REMOVAL SCHEDULE) 1 I REMOVE & SALVAGE EXISTING : y PARKING & HANDICAPPED -SIGNS ' ._ li: I: .� -'' } `y 5 5 - 5 - -yy5� -y - -s f. `\� 'T , y`5.} S.' 55. .5`i _.51. {..5ti• }S. �. `51 i� j \ \\ . �I i II ---- -- - - -- - ---- #_= ___9 __-- - - I I I I -- \ l ___ _______ N t5. �_ —> > % REMOVE & SALVAGE r%> > > > EXISTING FIRE HYDRANT o 1. & 6" GV. 1 1 1 I I II I I I 1. o / / \�`�' 1,: 'ill \ 11q, _ — I ,1 v C� C� — _J I� I � 1 I 1 I � I � 1 F I � 1 I I I I I I I I I I I I I 1 i i I i I I I I I I I I I I I I 1 I I I I � I I � I � I � I � I � I � I I 1 I I I I I 1 � L _I I � I � I � — 1 I � I I � 1 I 1 _ I 1 I � I � I � I � 1 I � I � I � I � I I \/ j I 1 I � I � I � ''I I I � I 1 I � I 1 I � I � I ( 11I 1 1 I � I � I � � I — I I L_j I � I � I 1 1 I � I � I � I � I � I � — I � I — I 1 I I — I � I � I � I � — I 1 I � � I — I � ��I I I � I � I , I ' ' L � I — I � I � I � I 1 I � I 1 r Y� I � I � I LI � I � � I / I ' 1 \ 1 I I � I I I I ` \ \ > .1 / Ln \ _ ,r 5 :T _--- ______ - - - > >----------- -=–T�= - -- — - F� -` - -- -- - -- -- i_ - - - - -- -- - - - - -- L W _ 82ND STREET I — N�N N SCALE IN FEET 0 20 40 1 inch = 20 feet a lI V , 1:101 T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV. 996.62 E CV I� p — _ E V N d N W O i O p 0 U p D 3v+'y N z z o V O O_ >` a 2 N O O O a O = L0 T N O -O to w Lo - O E N O N O H oo� N ` C: w Q z � N - CO ■ (/7 L 0 LI J rn �--' \5 Z � o > Of 0 N O o . w O z w O X 0 o z LL_ W z (/' w O C-14 CC V 1 o 00 U E LS: � C z 0 Z 0- E CV I� p — _ E V N d N W O i O p 0 U p D 3v+'y N z z M w V O O_ >` a 2 N O O O a O = L0 T N O -O to - O E N O N O H oo� N ` C: w Q 0 Z A Z o�z 0 m w +- LI � O �--' W Q � N BY CJK DATE 5/4/12 REVISIONS CAD FILE 22502 -10REM PROJECT NO. 22502 -10 1.5 v M w V L0 oo� o Ld w Q 0 Z A Z o�z 0 z w LI LL W Q � o > Of 0 U O o y O z 14 w A 0 o rx W a V 1 N BY CJK DATE 5/4/12 REVISIONS CAD FILE 22502 -10REM PROJECT NO. 22502 -10 1.5 \ I f / / / / / / ^l L /\ I J V V / \J / i l J > • / / V / BUILDNG / /- 93' X15" RCP 9;P 13.76 0 I I 164'1 151' RCMP I 1 1 1 1 1 1 1 \@I _/ - -- I �� I / / / J I lo, I I I I I I I l l I ooe / / / II I I I R 18 �i/ /' /' / / -� ,/ / / INV 4.134 ts )~ I i I INS/ X84.124 ) 1 II 1 \ I EX. JSMH IRE 1 06.331 1 1 r-�\ - - -''� �' // /'' �// / / ! \INV 9 2.66 0 ---------- - - - - -' J I � �\ ! T T T T PROPOSED RETAINING WALL- STR- dCTURAL / / / / / / / I \ I / �\ \ ENGINEERING & CITY APPROVAL REQUIRED � / / g6� 2 ..00� 1 p12 PRIOR TO CONSTR{ ION. CONTRA6TOR TO - / / / / / / �� p10 PROVIaE - STRUCTURAL FOUNO'ATION 'ENGINEERING NR- RETAINING -C. / / / / RE 998.00 \ \ ` 1006 ��/ // / / -- /1�� / ` \�\ _99 I I I I INV 985.40 J �lN V 984.39 I \ , 100 / / \ O\ I I �� \\ I I I I I \ �T 995.50 / / \9 \ \ \ 96.75 100 BW 989.00 pp0 I I I TW 993.50 / / �/ / 0. \ \ V I I I I BW 989.00 TW 997.50 W 988.50 REAP / L/ / \ ~ 1 \I W 989.50 987.30 � /� TW 995.00 GS - - -- \ BW 188 75 988.50 �. 1 EX CB 2A .. 5..., .. 303 -1 R 5 ; RE 987.84 \ 1 / I � � �..'�: • i %.5.., : �; INV 12" 983.78 I I 5ti t5 .5 5 INV 4" 984.28 t . ,� .: 1 988.80 988.90 x -�; / � ,5 5�•.7 \� \ I I I I I I~ 1 I I(ENR�E . C TW 993.50 TC 989.00 ' 4 y 5] :: .; �:;r: 5 .: :.i. \� I I I I I I 988.80 BW 988.50 I / 0 pp X B H 4 , o 9VV.50 y I 5 � .. : , �_ � 5:' �., �' \ ,\ I � I + I q` ,� i 4 �5 ti`. v I I I I I 1 O 0 ' . i EX TW I / ; Al N�05' 978 2 1 1 -- - C 993.92 .•ti v... -»- i:-5 -» »}�\ > ' I C I � +N�" 1983. I o 989.10 C 989.10 / i I 989.20 tiEx ' / 1 ' 11 I � I I I 77' -12" PVC li 1 1 988.90 5 S ._ 4 �H... �,. .r-- ti. - -•il ...,. r, @ 0.42% II I I 6" I VC PLUG <, - 5 CONTRACTOR MAY NEED TO INV. 983.4f L�REMOVE & REPLACE EXISTING -5 -5 -- . 5 s `, ' Y; ..'s; o I I TC 4 I K CB 2B /�� \ \ - , P 0 tFENCE FOR RETAINING WALL II / C 8.2 IN TALLATION. TC 989.00 989.20 .5 II. S.. z 5 t :5 �' RIM 987.84 74-r . a x U INV 12" 983.46 , / 7 ~ II 988.25 / < 99j.50 ; ' . :: t 5.1. �: I a5 .. ...I c9 I I 1 TC /G / ' INV 4" 983.96 5 °'' / Cp I 1 / BW 988.50 5 f I I < _ 988.50 1.. 5 I 1 1 1 - TW 994.00 / 988.60 / 988.90 TW 993.50 5:.:..JL I y5:1 I r , " �'. 51 EXISTING BUILDING �I BW 988.50 .ti BW 9$8,50`';:..,, `'. I.: .. , �� / I I I I TC ` :. 5 . FIFE 989.2_ I 1 \ I C ( C EX TW ,.. , ':, EX C rs..., 988.80 I 989.10 I EX STI H 2C 988.90 993.9 989.34 I I RE 991.57 Ex Tw : ..., y LL/ El 4'.. I.; I 1 0, I C I INV E Ib 83.0 990 L j' \ \ 988.72 1 TC s8s.00 I 1'I FFE 9 9. TW 9>8.50 J oo 989.00 62' -12" PVC I BW 988.50 C I I C @ 0.71 % r - - - ` --= --1-�_ lY5 I 155 I � � I.. .� I .� < I I 989.10 I 989.00 RE LP C I n I. I 4 5 987.60 989.10 \ EX C 5...;; i..5 I I I @ I CD I 6" DIP :]. \ / I 1 - I I < C I C , A -I 988.69..5.1 / 1 TC ' 989.20 989.20 S c 5'I / I / oI 988.00 A o/'',r�) ZO I lJ J C ..I \ 5i � .. 989.10 •a I I 989.00 V � C 1., � �n •,: {«..5 5. 5.; 5 ,, I I � 1 1 TfjV 992.75 i� I I y� RE / LP 989.20 s :; .\ tiff: :: • \ _ - I 1 ' ��yyyyyy / I I 15: 4 I B 988.25 J 1 987.80 K I I I I d- I LU I I P8/EO j c \ �I I I CO 8.20 /0- 0 989.10 13' -8" PVC _ ` r I `a p� /: N� @ 1.00% 1 I I N I'. 5'. ' .i I e '� 1 1 I I I / C c1 989.2 - -- L I c FIFE ;.. I --- - - - - -- _ I I 989.10 989.10 TC / 989.00 C EX CBMH 2 989.20 I --- _- - -_ - -_ f-.; RIM 988.98 - - -98 -- - - -- ,. `•,? 1 III ) - - - - -- 920/ / %' SB 'ati `5fi -: 989.20 "4.yii iii <, .5 \_____ ----------- - .: •`'':5'_. ti`,. 1.: S 1 1 Ij1 I I I l! INV 982.78(E) EX 8" PVC PLUG - - - - - -- 5,.. 5 1�1------ - - - - -- I // INV. 982.25 ' < _57 I INV. 983.20 r• ;, .`•. 1 'S I I C C - ___________ICI. 51 - ..__.I :. ±.111 II11 I 1}I___________- 111 !s'• ' TC I 989.10 ' {+ s 1 I I I C HP EO 989.10 S 5 li 1 ii i I I I F- 988.20 ` 1 -- I::= f: y! 11,1 . i 987.75 I i�', ..5 -� / /� RE LP I vJ / _ P /EOF i 5 i.i 987.80 1 - -- -------- - - - -r: I - ., I 1 11 88.20 C 1 S ., I I.,. .... : :li r- '--- ' - - - -- 1 11 1 TC C C 15.. C EX 6" PVC PLUG I I I I 11 5 ..5 S'" 11 C 989.20 ._� s i.,, 1 „ / 988.60 / 988.60 - �Y" `cc� 989.10 C 988.50 INV. 983.20 ! . 11 11' 1 0 / ,� 1 i � � TW 990.75 / � �' 1 989.10 5 7 C r .. ggll 1 1 ,1 � 1 I BW\988.00 TC 1 C - -- __ k._. I I:: ,111 111 1 / I I 988.00 I � 5. I � 1" 988.70 / i IrI------ - - - - -- ' II TC / / 988.50 989.00 TIC TC O7 1 I I C . <i LI. _ ____ __I 'S 5 I'.. S. I K.'•.. II 111 ` - 1 987.66 988.53 ti \ / -. >, , ' _-}.. <..: -- S -T- ---- . - - - -- :- - .' - -- - - -- .5 I �. .., I ._ .ti �<// < 988.70 I. .r. 4 \ __� . -� - - -� IIII I / .I II 55. 5..... F - '�' 5'.1\' ' <i //A ` I ~ 1 :, .. 5 7 /..'.c. .5 `. .r'. r 4 5 <, .I :.. `'., .�"�...'W. '.5_._ .�. •,. '..`... \` \ ' I EXH F .,.. -J .. ...� .. . -5 ell .•'. __... 'S til 1`\ 1111 / RE 98 6 1 1 __.. _ _ , �a5_" s_�_'_�� ! I / INV 972 (W) TC TC / TC ^h :5 , 1 ! �1 1 ! �1 -- - - - - -- - - - - - -� ----- T------ 1------- - - - - -- ------ 1- - - - - -1 1! 1! ! !I� 1 1 988.43 988.90 / 988.60 / I I: ' ' ' (\ ' ) 1 / I 5 I I 11 Iv � / � INV 968.78 S N 1 A. e�$ _ / I `< TC II TC 11 1 n 1 1 II I I 111 / 1 ' 11 I TC ,/ •' 1 �1 988.80 1 I 1 I I / I 1 ,/ 1 1' TW 989.25 G /TC 988.60 111 989.00 1 1 � / i1 i III I 988.40 �\ i i BW 987.80 TC / / ( L 988.10 988.40 ! ! i S B i'� 1 1 I::� 988.80 TIC 98 50 R - 988.20 GS I I `- l \ TC /LP S� O�� / „'; 987.80 987.90 EX GS G /TC EX CBMH 3 // / I �/ I I 0 988.30 O \Q Oj "' 987.64 987.90 00 I � /II I G /TC /LP U TC / !i ! 987.60 a �0 988.20 R EX M 9 5H77 987 59 NIV 975.24 / I I 1 1 I: 3'. -q // / I I 1 `55� ,.(� TC INV 979.17 ,"(51 1, lJ - 0.50% 987.20 / ;;; I INV 980.37(N) EX. CBMH 1 I� I:. :'I W 987.75 / i� C /CB -� @ �> /> RE 981.17 1' BW 87.7 -!i 987.10 °� ___ _________________________ _____ _____________________________ � > > _- _ __ > -- - - - - -- s / I I INV 976.19(SW) / 1 -- --------------------------------------- - - - - -' / INV 967 0 N / / -> -/ \' \ �,: =' - - - - - - / I 9 N W E) / N �'' j; ' " 992 401' -2 @ 2.54% TC > > / EX TC ;�\ ' / 987.14 r;j 5 q �� 987.30 EX TC HP 987.15 > I J I ! K > y > > EX TC / il� EX TIC 98 987.75 /`1`I i/ \ \ ` 6" DIP PLUG _ 988____ / 8 _ - - 36 24" RCP I N 1. ?., -990 986.98 ! 986.40 \ EX TC i 1`S�E1 CJT �7ERTFTEC�j - - - - I ~ O I 1 1 @ 4.69% _ _ I / 1111 984.77 �1� '�11 �`_ 986 I ' 0 4 N 5 OHP OHP OHP OHP - fP - - -ON bHPTOHP OHP 0 P OHP OHP P7 \\ - -T� /' I. ..4 // / 1\ �- - - - - -- T T T T I..:n// �, T r - - - �!F,^ _ T T t� :' S ,T T E - C- 4 - _-L -E T E T �E Q= T -� I ` r rte: :.5 T ELECT i FO \�\.'.� �1 �U O�UF T - -� - - , �G - - - -�- AULT ,.,. F UF - -:� -T -� ` r- UFO UFO UFO T UFO- T T -_�I -5 _- - - - -- - -: -r- .�:; - 244' -8" PVC @ 1.93% ,. - - - -- -- --;, - - - - -- UFO F.0 , _UFO UFO -- -UFO �� -UFO ,. _ _ UFO UFO - 5 - -- _ `.._5`. -_ ri\ ., ..:5. VAULT UFO UFO uFb- - - - - -- -- - - - - -- ---------- - - - - -- a- ,. UF9' OF n - -� -- --- --- -------- ----------- - ----- ----- �_ _ '`''� ____ ;___ ____ __ _ -_ ` �.�� ____ __ _ I5 .`' Sq. ,'. 5.` ..5� `5 V UFO _______V__. 5__ _. �. 39.45 EX. SSMH EX. CBMH \ 183' -15" RCP 2.75% EX. SSMH ------ -� - - -- �� ------ - - - - -> - - - - - -- -------------------------------- - - - - -- 5: y. y. p 82.95 RE 988.25 EX. CBMH 0 - 138' -27" RCP @ 0.82% - - - - -- - 5 ' S. ,...,55.,. RE 986.63 > EX. RE 983.33 I INV 979.90 INV 983.00 8 2ND STREET NV 9877 916 EX. INV W 975.20 � RE 9811. 3 CD 00 EX. INV S 975.13 Ln N INV N 975.33 cN INV 976.83 N I SCALE IN FEET 0 20 40 1 inch = 20 feet [:Y0; T.N.H. N.W. CORNER OF CENTURY BLVD. & 82ND STREET ELEV. 981.07 T.N.H. ON PRIVATE PROPERTY N. OF 82ND ST. & EAST OF HAZELTINE BLVD. ELEV. 996.62 NOTES 1. DISTURBED SLOPES TO BE STABILIZED PER LANDSCAPE PLAN. 2. CITY MUST BE NOTIFIED AFTER INSTALLATION OF EROSION CONTROL AND A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF GRADING. 3. CONCRETE WASH AREA TO BE FIELD LOCATED AT TIME OF CONSTRUCTION. SWPPP SHALL BE MODIFIED TO ILLUSTRATE THE FIELD LOCATION. • I� (fl I p - _ V V N d N W t 3�+'•rn rn Q z (D c O di V N d T N to w Lo - O N z N - U 0_. V TVA NJ w co ■ i/) w 0 J rn \ 5 N z N Lo � m • W w O X Z LL- W o CD d 0 rn v Lo E W C � z I..L 0- G CV � I� (fl I p - _ V N d N W t 3�+'•rn rn Q z c O di V N d T N to - O N d Y U 0_. V TVA NJ w U7 a� w .- �•V ate. c+ a W Z Lo �w �(0/) A �of Oz �CL Q:2 w zo z° (</) Z O �w W U 0> aQ q Z Of V i / ^ Z Es uj O A0 0 �0 zw a V L WIN BY CJK DATE 5/4/12 REVISIONS CAD FILE 22502 -10G PROJECT NO. 22502 -10 2.1 N tO N 0 O a_ CN U W O 1 N O N N TEMPORARY EROSION & SEDIMENTATION CONTROL METHODS (THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE 890 508 -8890 239 -7024 227 757 -2719 a. SEED : MnDOT SEED MIX #325 AT A RATE OF 84 LBS /ACRE. STORM WATER PONDING AREAS. b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 150 LBS /ACRE. (CONTRACTOR) WILL HAVE RESPONSIBILITY FOR c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED. IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION. 4. UPLAND BUFFER SEED & MULCH (MIN. 6" TOPSOIL). TO PROCEED. a. SEED : MnDOT SEED MIX #328 AT A RATE OF 88 LBS /ACRE. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CHAIN OF b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 150 LBS /ACRE. RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THAT THE c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED. SWPPP WILL BE IMPLEMENTED AS FOLLOWS: 5. TEMPORARY COVER CROP FOR UPLAND BUFFERS & WETLAND MITIGATION CONTRACTOR 0 BUSINESS NAME b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 150 LBS /ACRE. REAR YARD INLET PROTECTION VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). t- O N N 0) � CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 6. GENERAL NATIVE SEED & MULCH (MINIMUM 6" TOPSOIL) 1- i C C 0_ a. SEED : MnDOT SEED MIX #350 AT A RATE OF 84.5 LBS /ACRE. O b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 120 LBS /ACRE. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED. U 0 U T0� NJ w 7. SOD CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) NARRATIVE & NOTES NPDES REQUIREMENTS 1. SUPERDOG II CONSISTS OF THE GRADING, UTILITY, & SITE CONSTRUCTION ASSOCIATED SHOWN ON THIS SHEET. WITH CONSTRUCTION OF TWO BUILDINGS, PARKING LOT & THE STABILIZATION OF THESE V AREAS CONTRACTOR SHALL ADHERE TO ALL THE REQUIREMENTS OF THE MINNESOTA + 1. TEMPORARY MULCH MnDOT TYPE 1 AT A RATE OF 2 TONS /ACRE AND DISC ANCHORED. O ALL BEST MANAGEMENT PRACTICES (BMP'S) SELECTED SHALL HE 3. ALL EROSION & SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS AND ESTIMATED AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, TEMPORARY SEDIMENTATION DURATION OF USE. BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE IN THE FOLLOWING ORDER, AS REQUIRED. a. ROCK CONSTRUCTION ENTRANCES. A COPY OF THESE PLANS MUST HE ON THE JOB SITE WHENEVER PART II. SUBMITTING THE APPUCATION CONSTRUCTION IS IN PROGRESS. c. EXISTING INLET PROTECTION. d. TEMPORARY CULVERTS. ' ^ TRAINING REQUIREMENTS f. STORM WATER POND CONSTRUCTION. 2. HYDROSPREAD MnDOT TYPE 8 HYDRAULIC SOIL STABILIZER. KURT D. QUAINTANCE, P.E. STREET CONSTRUCTION. PART Iv. CONSTRUCTION AcnVliY REQUIREMENTS h. TEMPORARY SEED AND /OR MULCH. UNIVERSITY OF MINNESOTA i. HORIZONTAL SLOPE GRADING. INSTRUCTORS : LEO HOLM & DWAYNE STENLUND V / BLANKET. a. HYDRAULIC SOIL STABILIZER MnDOT TYPE 8 AT A RATE OF 350 LBS /1000 B. APPLICATION AN❑ DURATION OF COVERAGE GALLONS OF SLURRY. A. STORM WATER POLLUTION PREVENTION PLAN D.DEWATERING AND BASIN GRAINING F. POLLUTION PREVENTION MANAGEMENT MEASURES O M b. WATER : 875 GALLONS /1000 GALLONS OF SLURRY. S.pr o of Coverage. For construction projects where the owner or operator changes, (e.g., on original developer sells portions of the r) property property to various homebuilders or sells the entire site to a new owner): a. The original /current owner shall o copy of the complete notice of termination /permit modification form (as required in Part II.C.2.b) The Permittee(s) must implement the SWPPP and the requirements of this part. The BMPs identified in the SWPPP and in this permit must be selected installed and maintained in an appropriate and functional manner that is in accordance with relevant manufacturer specifications and P 1.Dewatering or basin draining (e.g.. pumped discharges, trench /ditch cuts for drainage) related to the construction activity that may have The Permittee(s) shall implement the following pollution prevention management measures on the site: in 3. TEMPORARY SEED &MULCH (SEASONAL) provide The SWPPP accepted engineering practices. turbid or sediment laden discharge water must be discharged to a tern orar or permanent sedimentation basin on the project site whenever g g temporary p p 1.Salid Waste: Collected sediment, asphalt and concrete millings. floating debris, lostic, fabric, construction and demolition debris and P 9 g paper, P W L0 a. SEED MnDOT SEED MIX 150 AT A RATE OF 40 LHS ACRE. # / to the new owner. original /current owner shall provide a to the new owner and operator that specifically addresses the possible. Discharge from the temporary or permanent sedimentation basin must be visually checked to ensure adequate treatment is obtained other wastes must be disposed of properly and must comply with MPCA disposal requirements. !, remaining construction activity. Note: The notice of termination /permit modification forth replaces the subdivision registration, permit B. EROSION PREVENTION PRACTICES in the basin and that nu isonce conditions (see Minn. R. 7050.0210, subp. 2) will not result from the discharge. If the water cannot be b. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS /ACRE AND DISC ANCHORED. transfer /modification and notice of termination forms. di charged ed to a sedimentation basin prior to entering the surface water, it must be treated with the appropriate BMPs, such that the 9 P 9 2.Hazardous Materials: Oil, gasoline, paint and an hazardous substances must be properly stored, including secondary containment, to prevent Y P P Y 9 Y P � Z � e. FERTILIZER : 10 -10 -20 AT A RATE OF 200 LBS ACRE. / b. The new owner or operator shall submit a complete and signed permit modification portion (permit modifications include subdivision P P 9 P P (P 1.The Permittee s must Ian for and implement appropriate construction basin vegetative buffer strips, horizontal sloe radio and other () P P phasing, 9 P slope 9. discharge does not adversely affect the receiving water or downstream landowners. The Permittee(s) must ensure that discharge points are spills. leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of P 9 9 P P 9 P � N � 4. TEMPORARY SEED & MULCH (SPRING) registration or permit transfer of the notice of termination ermit modification form to the MPCA prior to commencing construction g P ) /P P g construction practices that minimize erosion, so that the inspection and maintenance requirements of Port IV.E. ore complied with. The adequately protected from erosion and scour. The discharge must be dispersed over natural rock riprap, sand bogs, plastic sheeting, or other hazardous waste must be in compliance with MPCA regulations. P 9 0 I activity on site or in no case later than seven (7) days after taking ownership of the property. The new Permittee(s) are responsible for location of areas not to be disturbed must be delineated (e.g. with Flogs, stokes, signs, silt fence etc.) on the development site before work accepted energy dissipation measures. Adequate sedimentation control measures are required for discharge water that contains suspended 3.External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and 9 � Lyj a. SEED MnDOT SEED MIX #110 AT A RATE OF 100 LHS /ACRE. compliance with all terms and conditions of this permit as described in Part II.8.2. begins. solids. waste properly disposed of. No engine degreasing is allowed on site. P P Y P 9 9 9 J 0 TONS/ ACRE b. MULCH MnDOT TYPE 1 AT A RATE OF 2 TONS ACRE AND DISC ANCHORED. c. If an operator or general contractor has completed their portion of work on the site, is no longer in operational control of the project, and 2. All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 do after the construction p P 2. All water from dewatering or basin draining activities must be discharged in a manner that does not cause nuisance conditions, erosion in 4.Concrete washout ensite: All liquid and solid wastes generated b concrete washout operations must be contained in a leak-proof q 9 Y P P containment facility or impermeable liner. A compacted cloy liner that does not allow washout liquids to enter ground water is considered an = \ J S (J) OC) C. FERTILIZER 10 -10 -20 AT A RATE OF 200 LJ3S /ACRE. contractual obligations between the owner and operator or general contractor relating to compliance with the terms and conditions of g P g g P activity In that portion of the site has temporarily or permanently ceased. Temporary stockpiles without significant silt, clay or organic Y P P Y P Y P Y P 9 Y 9 receiving channels or on downslope properties, or inundation in wetlands causing significant adverse impact to the wetland. U) �� this permit hove been met, the operator or general contractor, may transfer permit coverage bock to the owner or to o new operator components (e. g., clean aggregate stockpiles, demolition concrete stockpiles, Bond stockpiles) and the constructed base components of roads, tm -cable liner. The liquid and solid wastes must not contact the round, and there must not be runoff from the concrete washout P q 9 � N 5. (WINTER) TEMPORARY SEED &MULCH WINTER using the notice of termination /permit modification form. A signature from both the owner and operator is required. parking lots and similar surfaces are exempt from this requirement but must comply with Port IV.C.S. E.INSPECTIONS AND MAINTENANCE o erations or areas. Li uid and solid wastes must be dis osed of ro erl and in com liance with MPCA re ulations. A sin must be P q P P P Y P li 9 in a. SEED : MnDOT SEED MIX #100 AT A RATE OF 100 LBS /ACRE. 3.The normal wetted perimeter of any temporary or permanent drainage ditch or swole that drains water from any portion of the construction installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. � � m 0) b. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS /ACRE AND DISC ANCHORED. C. TERMINATION OF COVERAGE site, or diverts water around the site, must he stabilized within 200 lineal feet from the property edge, or from the point of discharge into 1.The Permittee(s) (either the owner or operator, whoever is identified in the SWPPP) must routinely inspect the entire construction site at least G. FINAL STABIUZA11ON `i FERTILIZER 10 AT A RATE OF 200 LBS 1.Permittee(s) to terminate this Notice Termination to the MPCA. Compliance this any surface water. Stabilization of the lost 200 lineal feet must be completed within 24 hours after connecting to a surface water. once every seven (7) days during active construction and within 24 hours after o rainfall event greater than 0.5 inches in 24 hours. Following 0 1 1 W e. : -10 -20 /ACRE. wishing coverage under permit must submit a of (NOT) with Stabilization of the remaining portions of an temporary or permanent ditches or swales must be complete within 14 do after connecting to g ? Y P y P P g an inspection which occurs within 24 hours after o rainfall event, the next inspection must be conducted within seven (7) days after that. The Permittee(s) Final Stabilization the Final Stabilization Parts IV.G.1 -5 Part IV.G.6: & X permit is required until o NOT is submitted. The Permittee(e) coverage under this permit terminates of midnight on the postmark dote of o surface water and construction in that portion of the ditch has temporarily or permanently ceased.Temporory or permanent ditches or 2. All inspections and maintenance conducted during construction must he recorded in writing and these records must be retained with the must ensure of site. re or requires all of W Q 6. HYDROSPREAD SEED, FERTILIZER, & MnDOT TYPE 6 HYDRAULIC SOIL STABILIZER. the NOT, or on the date an online NOT is submitted to the MPCA. swoles that ore being used as a sediment containment system (with properly designed rock ditch checks, bio rolls, silt dikes etc.) do not SWPPP in accordance with Port III.D. Records of each inspection and maintenance activity shall include: 1.Final Stabilization requires that all soil disturbing activities at the site have been completed and all soils must be stabilized by a uniform = z C' ! LL a. SEED MnDOT SEED MIX #190 AT A RATE OF 10 LBS /1000 GALLONS OF SLURRY. 2.Termination of coverage scenarios: need to be stabilized. These areas must he stabilized within 24 hours after no longer being used as a sediment containment system. o.Date and time of inspections; perennial vegetative cover with a density of 70R over the entire pervious surface area, or other equivalent means necessary to prevent soil b. FERTILZER : 10 -10 -20 AT A RATE OF 50 LBS /1000 GALLONS OF SLURRY. a. Termination of coverage for the entire project. +.Pipe outlets must be provided with temporary or permanent energy dissipation within 24 hours after connection to a surface water. b.Name of person(s) conducting inspections; failure under erosive conditions. _ �_ e. HYDRAULIC SOIL STABILIZER : MnDOT TYPE 6 AT A RATE OF 350 LBS 1000 / 1. All Permittee(s) must submit a NOT within 30 days after Final Stabilization (see Port IV.G.) has been completed on all portions of the site for which the Permittee is responsible and all construction activity has been completed. If the site includes permanent P Y P P C. SEDIMENT CONTROL PRACTICES c.Findings of inspections, including recommendations for corrective actions; d.Corrective actions token (including dates, times, and party completing maintenance activities); 2.The Permittee(s) must ensure that the permanent stormwater treatment system meets all requirements in Part III, C. This includes but is =:) GALLONS OF SLURRY. stormwater management systems. the requirements for final eleonout mointenonce must be performed as required in Final Stabilization, 9 Ys 9 / P 9 aDote and amount of all rainfall events greater than 1/2 inch (0.5 inches) in 24 hours; not limited to, a final clean out of temporary or permanent sedimentation basins that are to be used as permanent water quality N d. WATER 875 GALLONS /1000 GALLONS OF SLURRY. Port IV.G.2. 1.Sediment control practices must minimize sediment from entering surface waters, including curb and gutter systems and storm sewer inlets. f. Documentation of changes mode to the SWPPP as required in Port III.A.4; and management basins and final construction or maintenance of infiltration basins. All sediment must be removed from conveyance systems and ditches must be stabilized with permanent cover. 1 ' 1 W O ii. Permittee(s) must submit o NOT within 30 days otter selling the entire site including roads and stormwater infrastructure, and o.Temporary or permanent drainage ditches and sediment basins that are designed as part of a sediment containment system (e.g., ditches 3. Where parts of the construction site have permanent cover, but work remains on other parts of the site, inspections of the areas with 3.Prior to submission of the NOT, all temporary synthetic and structural erosion prevention and sediment control BMPs (such as silt fence) N � 7. TEMPORARY SEDIMENTATION BASINS WITH STANDPIPE OUTLET & EMERGENCY SPILLWAY covero a is transferred to another owner as described in Part 11.8.5. 9 Termination for with rock check dams) require sediment control practices only as appropriate for site conditions. permanent cover may he reduced to once per month. Where construction sites hove permanent cover on all exposed soil areas and no P Y p p P must be removed on the portions of the site for which the Permittee is responsible. BMPs designed to decompose on site (such as some \ (SEE DETAIL). b. of coverage o portion of the entire project. All Permittee(s) must submit a NOT within seven (7) days after selling or otherwise legally transferring portions of the site to another party h.If the down gradient treatments system is overlooded, additional u radient sediment control practices or redundant BMPs must he installed g P9 P construction activity is occurring anywhere on the site, the site must be inspected for o period of twelve (12) months (the inspections may be ceased during frozen ground conditions). Following the twelfth month of permanent cover and no construction activity, inspections may be compost logs) may he left in place. 6 0 Q) and they are no longer the owner or operator. The portions of the site being sold to another party must be in compliance with the permit to eliminate the overloadin and the SWPPP must be amended to identify these additional g, y practices as required in Port III.A.4, o. terminated until construction activity is once again initiated or sooner if notified in writing by the MPCA. Where work has been suspended due 4.For residential construction onl individual lots are considered final) stabilized if the structures are finished & temporary erosion protection y' y () P y P � � 8. TEMPORARY SEDIMENTATION TRAP WITH SPILLWAY SEE DETAIL). ( ) e. all tern orar erosion protection and sediment control measures must be in lace The forth must include signatures from the ( g temporary P place). 9 through c. g to frozen round conditions, the required inspections and maintenance schedule must begin within 24 hours after runoff occurs at the site or g q p 9 and downgradient perimeter control has been completed and the residence has been sold to the homeowner. Additionally, the Permittee must �' original Permittee(s) and contact information for the new owner of the property. c.ln order to maintain sheet flow and minimize rills and /or gullies, there shall be no unbroken slope length of greater than 75 feet for prior to resuming construction, whichever comes first. p 9 distribute the MPCA's Homeowner Fact Sheet to the homeowner to inform the homeowner of the need for, and benefits of, � � � 9. ROCK CONSTRUCTION ENTRANCE (SEE DETAIL). c. Termination of coverage obtained using a subdivision registration. slopes with a grade of 3:1 or steeper. 4.All erosion prevention and sediment control BMPs must be inspected to ensure integrity and effectiveness. All nonfunctional BMPs must be permanent cover. S.For land for (e.g., land) Final Stabilization E W If permit coverage was obtained using the subdivision registration process, Permittee(s) are required to submit a NOT within 30 days after repaired, replaced, or supplemented with functional BMP9 within 24 hours after discovery, or as soon as field conditions allow access unless construction projects on used agricultural purposes pipelines across crop or range U Q) achieving Final Stabilization see Port IV.G.. )for 2.Sediment control practices must be established on all down gradient perimeters before any upgradient land disturbing activities begin. These another time frame is specified below. The Permittee(s) must investigate and comply with the following inspection and maintenance may be accomplished by returning the disturbed land to its preconstruction agricultural use. � 10. HORIZONTAL SLOPE GRADING (SEE DETAIL). 3.Permittee(s) that use an alternative method the Permanent Stormwater Management System as described in Part III.C.S, are prohibited practices shall remain in place until Final Stabilization has been established in accordance with Part IV.G. requirements: B.A Permittee may terminate permit coverage prior to completion of all construction activity if all of the following conditions are from terminating this permit until Final Stabilization has been achieved on site and either: 3.The timing of the installation of sediment control practices may be adjusted to accommodate short -term activities such as clearing or 9 P Y 1 9 a.All silt fences must be repaired, replaced. or supplemented when the become nonfunctional or the sediment reaches 1 3 of the height of P P PP Y / 9 met in addition to Part IV.G.2 through Part IV.G.3 and where applicable, Part IV.G.4 or Part IV.G.5. z LLJ 11. DITCH CHECKS TYPE 3 -12" BIOROLL WITH MnDOT CATEGORY 3 EROSION o. The two years of monitoring data required in Port III.C.5 has been submitted to the MPCA and the MPCA has determined that the required Ye 9 9 9 grubbing, or passage of vehicles. An short -term activity must be completed as quickly as possible and the sediment control ractices must P 9 Y Y P 9 Y P P the fence. These repairs must be mode within 24 hours of discovery. or as soon as field conditions allow access. p Y a. Construction activity has ceased for at least 90 days. Q p Z ET (S CONTROL BLANKET (SEE DETAIL). treatment has been achieved. The Permittee will be notified in writing within 30 do after the monitoring data has been submitted. If g g be installed immediately after the activity is completed. However, sediment control practices must be installed before the next precipitation b. At least 90% (by area) of all originally proposed construction activity has been completed and permanent cover established those 0 U the Permittee has not heard from the MPCA within 30 days after submitting the required data, the Permittee can submit a NOT. The if is if event even if the activity is not complete. Y P 4.AII storm drain inlets must be protected by appropriate BMPs during construction until all sources with potential for discharging to the inlet b.Temporory and permanent sedimentation basins must be drained and the sediment removed when the depth of sediment collected in the on areas. c. On areas where construction activity is not complete, permanent cover has been established. ➢ P P = 12. EROSION CONTROL BLANKET MnDOT CATEGORY 3 (SEE DETAIL). b. Permittee can submit a NOT, even the timeframe less than two ors, the MPCA determines that the alternative method is Y< achieving the required treatment. have been stabilized. Inlet protection may be removed for a particular inlet if a specific safety concern (street flooding /freezing) has been basin reaches 1/2 the storage volume. Drainage and removal must be completed within 72 hours of discovery, or as soon as field conditions allow access (see Port IV.D.). N During the monitoring and evaluation of the alternative method, the Permittee is not responsible for other permit requirements that have been identified and the Permittee(s) have received written correspondence from the jurisdictional authority (e.g. city /county /township/MnDOT 13. PERIMETER SILT FENCE (SEE DETAILS). transferred as described in Part II.B.5. engineer) verifying the need for removal. The written correspondence must be documented In the SWPI P or available within 72 hours upon c.Surfoce waters, including drainage ditches and conveyance systems, must be inspected for evidence of erosion and sediment deposition. request. When written correspondence can not be obtained in o timely manner, the specific inlet protection can be removed to alleviate the The Permittee(s) must remove all deltas and sediment deposited in surface waters, including drainage ways, catch basins, and other 14. INLET PROTECTION (SEE SEE DETAILS PART IILSTORMWATER DISCHARGE DESIGN REQUIREMENTS immediate safety concern. However, efforts to obtain written correspondence must be documented in the SWPPP and available within 72 drainage systems, and restabilize the areas where sediment removal results in exposed soil. The removal and stabilization must take place hours upon request. Permission to remove inlet protection based on a specific safety concern must still be obtained from the jurisdictional within seven (7) days of discovery unless precluded by legal, regulatory, or physical access constraints. The Permittee shall use all D. RECORD RETENTION authority within 30 days of removal. reasonable efforts to obtain access. If precluded, removal and stabilization must take place within seven (7) calendar days of obtaining PERMANENT EROSION &SEDIMENTATION CONTROL METHODS The SWPPP (original or copies) including, all changes to it, and inspections and maintenance records must be kept at the site during S.Temorary soil stockpiles must have silt fence other effective sediment controls, and cannot be placed in surface waters, including st ormwater conveyances such as curb and gutter systems, or conduits and ditches unless there access. The Permittee is responsible for contacting all local. regional, state and federal authorities and receiving any applicable permits, (THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE construction by the Permittee who has operational control of that portion of the site.The SWPPP can be kept in either the field office or in an is a bypass in place for the stormwater. prior to conducting any work. d.Crior tction site vehicle exit locations must be inspected for evidence of off -site sediment tracking onto paved surfaces. Tracked P 9 P on site vehicle during normal working hours. 6.Vehicle tracking of sediment from the construction site (or onto streets within the site) must be minimized by BMPs such as stone pads, sediment must be removed from all paved surfaces, within 24 hours of discovery, or if applicable, within a shorter time to comply with Part VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). concrete or steel wash racks, or equivalent systems. Street sweeping must be used if such BMPs are not adequate to prevent sediment from IV.C.6. All owner(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of the NOT as being tracked onto the street (see Part IV.E.4.d.). ..The Permittee(s) are responsible for the operation and maintenance of temporary and permanent water quality management BMP., as well 1. GENERAL SEED & MULCH (MIN. 6" TOPSOIL) outlined in Part II.C. This does not include any records after submittal of the NOT. for 7.The Permittee must install temporary sedimentation basins as required in Part III.B. of this permit. i prevention and sediment control BMPs duration for the d f th nstr k cti t th it Th P itt p ( ) are all as a erosion rev, uon oe construction work at se. e Permittee(s) a. SEED : MnDOT SEED MIX #250 AT A RATE OF 70 LHS /ACRE. 1.Any other permits required the project; 2.Records of all inspection and maintenance conducted during construction (see Part IV.E. Inspections and Maintenance); responsible until another Permittee has assumed control according to Part II.B.5 over all areas of the site that have not been finally b. FERTILIZER : 22 -5 -10 80% W.I.N. 0% CL AT A RATE OF 350 LBS.ACRE. 3.All permanent operation and maintenance agreements that have been implemented, including all right of way, contracts, covenants and other stabilized or the site has undergone Final Stabilization, and o NOT has been submitted to the MPCA. c. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS ACRE AND DISC ANCHORED. TONS/ ACRE binding requirements regarding perpetual maintenance: and f. If sediment escapes the construction site, off -site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize off -site impacts a fugitive sediment in streets could be washed into storm sewers b the next rain and/or pose a safety P ( g" g y / P y required calculations for design of the temporary and Permanent Stormwater Management Systems. hazard to users of public streets). 2. POND SEED & MULCH (MIN. 6" TOPSOIL). 5.All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII a. SEED : MnDOT SEED MIX #310 AT A RATE OF 82 LBS /ACRE. these areas are protected from compaction due to construction equipment driving across the infiltration area. b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 120 LBS /ACRE. c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED. I I ^ 3. WETLAND SEED & MULCH (MIN 1' HYDRIC TOPSOIL) 890 508 -8890 239 -7024 227 757 -2719 a. SEED : MnDOT SEED MIX #325 AT A RATE OF 84 LBS /ACRE. STORM WATER PONDING AREAS. b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 150 LBS /ACRE. (CONTRACTOR) WILL HAVE RESPONSIBILITY FOR c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED. IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION. 4. UPLAND BUFFER SEED & MULCH (MIN. 6" TOPSOIL). TO PROCEED. a. SEED : MnDOT SEED MIX #328 AT A RATE OF 88 LBS /ACRE. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CHAIN OF b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 150 LBS /ACRE. RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THAT THE c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED. SWPPP WILL BE IMPLEMENTED AS FOLLOWS: 5. TEMPORARY COVER CROP FOR UPLAND BUFFERS & WETLAND MITIGATION CONTRACTOR a. SEED : MnDOT SEED MIX #110 (SPRING) OR #100 (WINTER) AT A RATE OF 100 LHS /ACRE. BUSINESS NAME b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 150 LBS /ACRE. REAR YARD INLET PROTECTION c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED. o� t- O N N 0) � CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 6. GENERAL NATIVE SEED & MULCH (MINIMUM 6" TOPSOIL) 1- i C C 0_ a. SEED : MnDOT SEED MIX #350 AT A RATE OF 84.5 LBS /ACRE. O b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 120 LBS /ACRE. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED. U 0 U T0� NJ w 7. SOD CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) NARRATIVE & NOTES THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS 1. SUPERDOG II CONSISTS OF THE GRADING, UTILITY, & SITE CONSTRUCTION ASSOCIATED SHOWN ON THIS SHEET. WITH CONSTRUCTION OF TWO BUILDINGS, PARKING LOT & THE STABILIZATION OF THESE a AREAS CONTRACTOR SHALL ADHERE TO ALL THE REQUIREMENTS OF THE MINNESOTA + POLLUTION CONTROL N.P.D.E.S. PERMIT. 2. PHASE CONSTRUCTION TO MINIMIZE SOIL LOSS. O ALL BEST MANAGEMENT PRACTICES (BMP'S) SELECTED SHALL HE 3. ALL EROSION & SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS AND ESTIMATED AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, TEMPORARY SEDIMENTATION DURATION OF USE. BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE IN THE FOLLOWING ORDER, AS REQUIRED. a. ROCK CONSTRUCTION ENTRANCES. A COPY OF THESE PLANS MUST HE ON THE JOB SITE WHENEVER b. SILT FENCE & TREE PROTECTION FENCE. CONSTRUCTION IS IN PROGRESS. c. EXISTING INLET PROTECTION. d. TEMPORARY CULVERTS. e. TEMPORARY SEDIMENTATION BASINS, TRAPS, AND OUTFALL FACILITIES. TRAINING REQUIREMENTS f. STORM WATER POND CONSTRUCTION. g. COMMON EXCAVATION AND EMBANKMENT, UTILITY INSTALLATION AND KURT D. QUAINTANCE, P.E. STREET CONSTRUCTION. DESIGN OF SWPPP CERTIFICATION (2007) h. TEMPORARY SEED AND /OR MULCH. UNIVERSITY OF MINNESOTA i. HORIZONTAL SLOPE GRADING. INSTRUCTORS : LEO HOLM & DWAYNE STENLUND i. DITCH CHECK, SILT FENCE, & EROSION CONTROL BLANKET. k. PERMANENT SEED AND MULCH AND /OR SOD. 4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS AND IMPLEMENT ANY ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. 5. ALL EROSION & SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE CONTRACTOR WHEN DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. 6. THE CONTRACTOR SHALL PROVIDE OR CONSTRUCT TEMPORARY STORM WATER DRAINAGE FACILITIES AS MAY BE REQUIRED TO ALLOW THE CONTRACTOR TO CONDUCT CONSTRUCTION OPERATIONS WITHIN THE PONDING AREAS AS SHOWN ON THE PLAN AND AT THE SAME TIME DEVELOPMENT SUMMARY TOTAL LOT AREA 3.08 AC. TOTAL DISTURBED AREA 1.19 AC. EXISTING IMPERVIOUS AREA 0.90 AC. TOTAL OVERALL IMPERVIOUS AREA 1.42 AC. MAINTAIN STORM WATER DRAINAGE THROUGH THE SERIES OF AFFECTED 890 508 -8890 239 -7024 227 757 -2719 L. F f 7' STORM WATER PONDING AREAS. \I I Y . %; I I ::.. 11 , ,J-1'. .. ". ..,'..I:. I + . :... s , ,X.' 7. DO NOT DISTURB ANY AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION _L .: - TO PROCEED. PROPOSED EROSION /SEDIMENT CONTROL QUANTITIES 8. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS, AND OTHER HEAVY -DUTY SILT FENCE 205 LF VEGETATIVE COVER TO HELP FILTER RUNOFF. MnDOT #250 SEED & MULCH (GENERAL) 0.36 AC ...,. ..I rw I %- w MnDOT TYPE 3 DITCH CHECK 4 EA 9. COVER OR STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE REAR YARD INLET PROTECTION 4 EA (SEE TIMELINE : PART IV 132 -4 & #15). 10. TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL CLIMATE CHANGES OR WEATHER EVENTS. PROJECT COORDINATES 11. DELAY CONSTRUCTION OF INFILTRATION MEASURES UNTIL THE END OF N 44° 51' 23" THE CONSTRUCTION PROJECT WHEN UPSTREAM DRAINAGE AREAS HAVE W 93° 35' 42" BEEN STABILIZED. 12. DO NOT REMOVE TEMPORARY PERIMETER CONTROLS UNTIL AFTER ALL UPSTREAM AREAS ARE FINALLY STABILIZED. 13. IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO KEEP PUBLIC STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS UTILIZED FOR INGRESS TO AND EGRESS FROM THE CONSTRUCTION SITE FREE OF DIRT AND OTHER DEBRIS WHICH RESULTS FROM SAID CONSTRUCTION. COST FOR THIS SHALL HE CONSIDERED INCIDENTAL TO THE CONTRACT. 14. ADEQUATE CONTROL OF DUST SHALL BE MAINTAINED BY THE CONTRACTOR; NO PAYMENT FOR DUST CONTROL WILL BE MADE. 15. ALL DISTURBED AREAS NOT SPECIFICALLY MENTIONED IN THE FOLLOWING NPDES REQUIREMENTS PART IV. B. MUST BE STABILIZED WITHIN ONE WEEK OF THE COMPLETED CONSTRUCTION OPERATION. UNDISTURBED VEGETATION 1 tlNt DIVERSION 1 a S'�•" V_ 1 %„ .i!� „r. - '�� :\ -N; SLOPE �,i ./'v ► � `; DOZER TREADS CREATE X _, ^.t '' GROOVES PERPENDICULAR TO SLOPE DIRECTION HORIZONTAL SLOPE GRADING 2 "x2 "x18" MIN. WOOD STAKE -2' MAXIMUM SPACING CROSS SECTION L I PLAN VIEW w + i !'¢�<f ttkd. ,r - 6 FLOW 1 ;K 1 D 17 GEOTEXTILE FABRIC \ NOTE: `1R MIN. REVERSE GRADIENT 0 = 3' MIN., 5' MAX. A -A W = 10' MIN., 20' MAX. MINIMUM SIZE - 1800 CU. FT. OF STORAGE VOLUME FOR EACH ACRE DRAINING TO THE TRAP TEMPORARY SEDIMENT TRAP 1' Spacing on upper end �,_4" Overlap p • '0"0 • 3> • 3 1' Spacing Minimum on Staples level 6" 6" Anchor slot *MINIMUM ANCHORING SHOWN alternative Fold under 6 "- EROSION CONTROL BLANKET - CATEGORY 3 (TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS) 12" BIOROLL N1 WATER FLOW PROFILE VIEW DITCH CHECK - MnDOT TYPE 3 MnDOT CATEGORY 3 EROSION CONTROL BLANKET - STAPLED & TRENCHED IN DITCH GRADE I I I#.:I tl F .'V� .]'x:.I,.: %I .1 , I. I- 11.1i.. ..I- II :. - .r. .A, I, :su ; I, _v :0 _4 rk :I+_ THE 1: + : -,, -_ :U'L , L.S r a �- - - }- - IIN^_`_ r I ] `.;I I I'.:'I. ;.III' . :._,.,. l ; I. . . :I.-1 .r ::4::14i I - 4.'.6--:: .4 +I. ,,, ,-r rrs�- ..:11. 1r.. 1' ", rcx.:: a.:: -: r.wr 1.: .1 :-F 1 _1:11L'h", IL_ -1:t - ::'HI'. - .i. - - - . r � - M. ` .'1.1 . - - =.1 - -. FF..'+Y -)..- ' :" ' '. r! , 2IJ' -1:. -,4C - -t,,- - -'r'' -1 . - -:.Y -1 .' I ,k. I 1 1 .;::11 I I k:'• `f'J1i_;,. . ::tL oL,;'L:';,- ':5-'= ,IYi 1 ..%N!;I W,I ..,111 :1' 11 I:. % (. Dr c - A -:r -r.r.- I I =L f' F- ;11 ';I. - ..__� �--- f �., _J'-'.rDh _}- --L- -:%"I ;), I' I% '.1111 ' -I: * ME =of I aft SII T FENCE '!Emu. ' -1n RA-1 na Lr;L+'IN_Lklhl; _51-I'AlULKI 6300 -IL= r1quL:{;;' N'a LYL4L^as0'J fJ1; ll : _I -J1;,= L -: ..bl:('.1 -;, -r'.rc -.? _Tr -I -- -} _ ..o IH ' r .`II -,.i F :iI:F•e: -I % - w "TI.' 'I- TI -' rr- AlF I . 1L '(: -l% - : .. -f'1 ..I ','.1..0 r rl ss.x'.'''f.. x .k .kti . }u 4 . I - - A _L%,� r :'tt{* i �,r� F Y t ' I- .: ..' '...] * muff I 0"Rv.r,D CA7CH2a.S1r\ n_zr aArIEr xEV1_ED 2 10- pL{rE if): .N ; 'IE = ?IqI ; DEPARTMENT 5302 FI.E yALf.i.x F'#v,PmF;9ki5C.; PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY: NPDES OFFICER: A,, � .- N G f ._Lr. fir. '- _fYa -,',�a 'r}r ;'sr ::s�S - ":sue, , 'f'�.' 'n-4- � ^, ' .1.µs_' , - 1 IAy " 1 I. { y e, N ' 1: I'I.-.r1- r {:-' f'+' {: ^: '~%� ;� {+fie -.. .�`'rf-' s' , r- y -, l _ r 'Y,° i. ' }r x vp w +k '."r-• _ . }- 0' •II'. '_i. ,I "I - .1-- -rr... . '.t1' ',il.' N( : I 1::)'.t :: I FL =- F''j -I _ Flt' ' I II . `''R- `'I ;I : I ..NI: h ;;I {' ''1_IU ,k,- :.'.II' :` -1:171.1r:- -:(._h. * affor I Oc < �y C,C,1STPIJCTIC'N k3NIDEIekwl7t ENTRANCE FEVISE.r f i0 a1ArE NO.: F''JGINFFRINC r;FFAR_1VFr,T 5301 ■1LE HME'r,- SpELS *,7701 %Z-_F .:F'1_ TR. "_'� 6;.`J1. I t'. I 11: -I: , - ' --' I` -'I:i: FL -. , F':.:. - .,, -rf.. 411.. .; !. =. :�t s . :r - ::u--ra"a.. T =- '. +.W_',n: ,_: %. T � " mac_'_ r_. -M1: wQ _ __.. r" .z I ti ;I .,A :, tn- :.,, u +- ,.:'..r, s":'.r is n . I I _ _.I I.. I,I I I II < ).r : -, , y' ,LL - . yr_ . , . . . _15 r- ^. 1St' . - _ , ':P ii�f:`-,- { , . ,, .. {. : :. . I. _ .µ `'rte{ %,�.�.%."�- , , .,�� .%, ., ') k %.. . %. -� - 1. __LwFI -L =R '.'= L'-.'' I L= L-:- --1, L. :L. .'..I- - L'_."L I- . td!' - P. ..'.Lu' :L'. F-"'-%l - =f:-I' 'L- ..F L- Lw..- ,.rd L'-:t' M F C AT':H R A;IN MIMM SEDIMENT -RAP REV sm, 1 -10 ENGIN=I%J(' CE-AS -MEk- FIATF Na � ,� IF LE FWWE; � ` GkSPEQi 5:128 KURT D. QUAINTANCE, P.E. - JAMES R. HILL, INC. KAREN JACKSON JOSEPH SHAMLA, P.E. - PROJECT ENGINEER - CITY OF CHANHASSEN TEDDI SEIBRING- TROFIN - MPCA G C a) a 890 508 -8890 239 -7024 227 757 -2719 L. F f 7' F I \I I Y . %; I I ::.. 11 , ,J-1'. .. ". ..,'..I:. I + . :... s , ,X.' _w _L .: - - -.- A -lI �. ':L r_%tiL Z . I' ui- l' .- r rl KI1 kLr 0:f i 3-a W - O C o O_- 0 0 4) 66 ,,lft .< .- ...,. ..I rw I %- w _c O O 0_ = O = OZO f' F- ;11 ';I. - ..__� �--- f �., _J'-'.rDh _}- --L- -:%"I ;), I' I% '.1111 ' -I: * ME =of I aft SII T FENCE '!Emu. ' -1n RA-1 na Lr;L+'IN_Lklhl; _51-I'AlULKI 6300 -IL= r1quL:{;;' N'a LYL4L^as0'J fJ1; ll : _I -J1;,= L -: ..bl:('.1 -;, -r'.rc -.? _Tr -I -- -} _ ..o IH ' r .`II -,.i F :iI:F•e: -I % - w "TI.' 'I- TI -' rr- AlF I . 1L '(: -l% - : .. -f'1 ..I ','.1..0 r rl ss.x'.'''f.. x .k .kti . }u 4 . I - - A _L%,� r :'tt{* i �,r� F Y t ' I- .: ..' '...] * muff I 0"Rv.r,D CA7CH2a.S1r\ n_zr aArIEr xEV1_ED 2 10- pL{rE if): .N ; 'IE = ?IqI ; DEPARTMENT 5302 FI.E yALf.i.x F'#v,PmF;9ki5C.; PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY: NPDES OFFICER: A,, � .- N G f ._Lr. fir. '- _fYa -,',�a 'r}r ;'sr ::s�S - ":sue, , 'f'�.' 'n-4- � ^, ' .1.µs_' , - 1 IAy " 1 I. { y e, N ' 1: I'I.-.r1- r {:-' f'+' {: ^: '~%� ;� {+fie -.. .�`'rf-' s' , r- y -, l _ r 'Y,° i. ' }r x vp w +k '."r-• _ . }- 0' •II'. '_i. ,I "I - .1-- -rr... . '.t1' ',il.' N( : I 1::)'.t :: I FL =- F''j -I _ Flt' ' I II . `''R- `'I ;I : I ..NI: h ;;I {' ''1_IU ,k,- :.'.II' :` -1:171.1r:- -:(._h. * affor I Oc < �y C,C,1STPIJCTIC'N k3NIDEIekwl7t ENTRANCE FEVISE.r f i0 a1ArE NO.: F''JGINFFRINC r;FFAR_1VFr,T 5301 ■1LE HME'r,- SpELS *,7701 %Z-_F .:F'1_ TR. "_'� 6;.`J1. I t'. I 11: -I: , - ' --' I` -'I:i: FL -. , F':.:. - .,, -rf.. 411.. .; !. =. :�t s . :r - ::u--ra"a.. T =- '. +.W_',n: ,_: %. T � " mac_'_ r_. -M1: wQ _ __.. r" .z I ti ;I .,A :, tn- :.,, u +- ,.:'..r, s":'.r is n . I I _ _.I I.. I,I I I II < ).r : -, , y' ,LL - . yr_ . , . . . _15 r- ^. 1St' . - _ , ':P ii�f:`-,- { , . ,, .. {. : :. . I. _ .µ `'rte{ %,�.�.%."�- , , .,�� .%, ., ') k %.. . %. -� - 1. __LwFI -L =R '.'= L'-.'' I L= L-:- --1, L. :L. .'..I- - L'_."L I- . td!' - P. ..'.Lu' :L'. F-"'-%l - =f:-I' 'L- ..F L- Lw..- ,.rd L'-:t' M F C AT':H R A;IN MIMM SEDIMENT -RAP REV sm, 1 -10 ENGIN=I%J(' CE-AS -MEk- FIATF Na � ,� IF LE FWWE; � ` GkSPEQi 5:128 KURT D. QUAINTANCE, P.E. - JAMES R. HILL, INC. KAREN JACKSON JOSEPH SHAMLA, P.E. - PROJECT ENGINEER - CITY OF CHANHASSEN TEDDI SEIBRING- TROFIN - MPCA G C a) a 890 508 -8890 239 -7024 227 757 -2719 I 0 T -_- E 6 - DRAWN BY CJK d to �, LJ 0 C O U n 0 i� O V 1 O 3 -0 - .V) to Q � E� Z -r- 0 Do 0:f i 3-a W - O C o O_- 0 0 4) 66 N _c O O 0_ = O = OZO �:)w T , N O -0 In 2.2 o� t- O N N 0) � � N 1- i C C 0_ O C T a- Y O OZ U 0 U T0� NJ w U U) U O W- TN (D ;T- .,_ a a) g) 4) -0 rno + 0-i- = C- O ' 890 508 -8890 239 -7024 227 757 -2719 ^.I t a1 '"J Liz (0) (M) (M) (0) (0) DRAWN BY CJK DATE 5/4/12 I--4 1q H�< u V 1 � Z r,w v'/I ON �I V Z A � E� � < Do Do 0:f A � Z z �N OZO �:)w w= 2.2 o� aQz � U1 �:)U o �T/�'� 1.-4 O V1 V3 O O OZ U A� W W- a U) (952)- (612) - (612)- (952)- (651)- 890 508 -8890 239 -7024 227 757 -2719 -6044 -1165 (0) (M) (M) (0) (0) DRAWN BY CJK DATE 5/4/12 REVISIONS CAD FILE 22502 -10ERC PROJECT NO. 22502 -10 2.2 ' -15" RCP NOTES r64 @ 14.13% 1 1 d 1. ALL STORM SEWER INSTALLATION PER CITY OF CHANHASSEN SPECIFICATIONS. CONTACT GORDY STAUFF(952- 227 -1166) 48 HOURS PRIOR TO j CONNECTING TO THE STORM SEWER. STORM SEWER STRUCTURE SCHEDULE \ EX. STMH 2. ALL SANITARY SEWER AND WATER INSTALLATION & RE STRUCTURE N0. BLD. INSIDE DIM. NEENAH CASTING \ NV 984134(N) ~ TESTING REQUIREMENTS PER CITY OF CHASKA EX. SSMH STMH 100 6.39' 48" DIA. R -1642 INV 984.24(S) SPECIFICATIONS. 48 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS. CONNECTION PERMITS MUST BE FILED j RE 1006.33 STMH 101 6.17' 48" DIA. R -1642 WITH THE CITY OF CHASKA. HYDROSTATIC TESTING FOR INV 992.66 CBMH 102 5.51' 48" DIA. R -4342 THE WATER LINES WILL BE A 200 PSI TEST. FLUSHING - _-_-- -- - - -- - -- CBMH 103 5.04' 48" DIA. R -4342 WILL BE ACCOMPLISHED WITH 3" MINIMUM DIAMETER ---------------- - - - - -- T� CBMH 104 5.81' 48" DIA. R -1642 { HOSE. T -r T T -T -T CB 105 4.47' 27" DIA. R -4342 j 3. ALL REAR YARD CATCH BASINS MUST HAVE INLET \ CB 106 2.50 27 DIA. R -4342 PROTECTION INSTALLED ON THEM IMMEDIATELY AFTER 33' 8" PVC » INSTALLATION. @ 2 .00% CBMH 107 6.43 48 DIA. R -3067V L _ �/ I I 4. INLET PROTECTION (WIMCO) MUST BE INSTALLED IN EX. SSMH \ v ALL PARKING LOT CATCH BASINS UPON COMPLETION RE 998.00 I ( CB 106 OF PARKING LOT. I IN 984.39 -A L _ �/ r \ I RE 987.30 -- - -____ INV 12 984.80 5. ALL HYDRANTS TO BE WATEROUS PACER INV 4" 985.30 WB -67 -250 PER CITY OF CHASKA SPECIFICATIONS. /� I_) �- I I , I I I r- r /\ =) �, � HYDRANT THREADS TO MATCH CITY OF CHANHASSEN U IV I �� U I I L_ LL �� SPECIFICATIONS. LZ • 1 ' "'5�'� ,,'.; ��i 6. ALL EXISTING SANITARY SEWER & STORM SEWER RIM \ 4 , I i• f , 303' -15" RC EX cB 2A @ 5.10% ~ & INVERT ELEVATIONS NEED TO BE VERIFIED BY THE C 5 L� i S :i RE 987.84(PEA ROCK) CONTRACTOR PRIOR TO CONSTRUCTION. r. ,+ .fi. INV 12" 983.78 e G » _5 INV 4" 984.28 5,:.ti'. 'S' ,•,., \ -i l 75 LF -12 PVC I �F... ? ,' `s 7. ALL STORM SEWER TO BE PRESSURE TESTED PER P SDR 26 ®0.42% I,. :.;5:..s......y_j.:. i...� / CITY OF CHANHASSEN REQUIREMENTS. ,: , .. EX CBMH 4 L IT !'�°`'' <' •4 S 5 .5 _ ..ti `� :. 6 .,� ti. :5_: -I U RIM 987.41 / • i ..' C 15` t 5 i 5f 5 - INV 15" 978. 2 4 PVC SCH40 RISER � ' .• <�,. �: �...: - »- !,; >- -» » > � I �. INV 4" 983.5 ; ROOF DRAIN W /OPEN , , 77 n I� <' k v - - - -- i 77' -12" PVC L I / GRATE & 90° BEND oy L 6„ PVC PLUG RIM 989.00 < y . ', : , ,...,.. , < -.,.. 5, - :h. . 5 i T�`•5 -_^S- 5 -�4 @ 0.42/0 f \ INV. 983.4f INV 986.00 5: :5_ '.S y,.l ` 1 '5: :. _` :, '..�� ,. x'5:1 �_j__ -` _1' . '! L, _.!,_- 51 V 25 LF -4" PVC SCH40 4. 'S; :K.. y.� :., :'. Y= ` 1 1 @ 2.80% ,. Y. '' q. I CB 2B 14 / 6', 10.0' RIM 987.84(TURF) U FFE 989.2 - �' 6 LF -12 PVC -, INV 12" 983.46 I i CBMH 104 4., INV 4" 983.96 ✓/ / ,.. S R.,. 6 .® 0.71:: ,., 4 PVC SCH40 RISER RE 988.90 5 �? v ROOF DRAIN W /OPEN INV E /S -12" 983.09 CUT INTO EXISTING 12 jy i 4.`. I I / ti ° �' EXISTING BUILDING 5 L GRATE & 90 BEND INV N -12 984.49 :STORM SEWER(STA 0 +46) ;;: ,s X77y ' RIM 989.00 INV 4" 985.40 & CONSTRUCT CB 105 1. ::':: FFE 989.2 - 5 INV 986.00 RE 987.60 f 12 LF -4" PVC SCH40 INV 12" 983.13. }` a - ` - - L /-1 ®5.00% -�, �' -12" PVC ^'j, CONNECT TO EX ROOF DRAIN WITH v / L I - @ 0.71 % LL'' :;:' » 54, / - V < < L__.__�__, 4 PVC SCH40 -22 BEND & .5' RELAY 27 LF OF 4 PVC SCH 40. �. r C0 EX STMH 2C CONNECT TO EXISTING 6" DIP WITH � "� . `; :... , �.. RE 991.57 6 " -45° BEND(MAY REQUIRE SLEEVE). L' - --`- RESET EXISTING 4 PVC SCH40 - < INV E/S 983.02 CONTRACTOR TO VERIFY EXISTING ,5< } RISER. MATCH EXISTING GRADE. / ti 5 `. CONTRACTOR TO VERIFY EXISTING / 39 LF -12 PVC LOCATION & ELEVATION. ,. Y @ D LOCATION &ELEVATION. SDR 26 ®0.85% ( //) o a 4" PVC SCH40 RISER 6" X45° BEND O 5 ROOF DRAIN W /OPEN 4 PVC SCH40 -45 BEND -------- - J I I GRATE & 90 BEND - L I J 5 RIM 989.00 - V 4 PVC SCH40 RISER;`' �� , / \ > , J- CBMH 103 ROOF DRAIN W OPEN' . - 7 � � `' INV 986.00 / I:., :, * •� k � - - -- _ � / y'' RE 987.80 GRATE & 90° BE 9 LF -4 PVC SCH40 INV 12 982.76 RIM 989.00 I , L - J - J _ _ ®13.33% 63' -12" PVC > 4 INV 4" 984.80 INV 986.00 0 38 LF -12 PVC 13' -8" PVC 14 LF -4 PVC SCH4q: ,. - @ 1.00 - _ - - - -- ®8.57% so 4" PVC SCH40 RISER SDR 26 @ 1.25% L ROOF DRAIN W /OPEN �'0 10.0 . - - - - - - -- EX CBMH 2 '0 � �. FFE 989 2,�;, k_. 5. ..: .5 �y'. ,: �.�I� I11 I I :� ��, �I I I ,I I ..��_:-- `-- .- .«^-- T.�:y -.5 , RIM 988.98 _ �..,: ..y. .:,� GRATE & 90 BEND _ -. <, �k �'----- _ = = = =- � ��_____ ==== ;1.:.:. 64 LF -6 PVC SDR26 @ 1.00 %I INV 982.78(E) - '---- - - - - -I ,I. ,, , 5. �I------ - - - - -- RIM 989.00 EX 8" PVC PLUG INSULATE AS NECESSARY -4" 5 l/ _ _ INV 986.00 INV. 982. 5 INV. 983.20 46 LF 6" P _ T. 4 -6 CL52 ____________ 4 PVC SCH40 RISER` I - VC SDR26 @ 1.00% 5. 55.11 S MIN. THICKNESS) 5 4, 9 LF -4 PVC SCH40 6" PIV V C NECESSARY-4" @ 13.33% DIP & _ 10' 6" L52 ROOF DRAIN W /OPEN' S.1 (INSULATE AS NE " I ti-{ i 511 I T I II v 5 �... DIP & 6" PIV MIN. THICKNESS 5 5 II . GRATE & 90 BEND ) 5y': 4. 55'� :. 4y ti_('' !4. �`.'_r'. ',_. �_,`'•. ..h 5'__: `, I_s, y. ; Q� ff ff y ' 989.00 1.1 �...ti'' _ _ .55. I �. I ' q 0 EX "PVC PLUG - ;il ,1 5 ,." 5`' s .:'_... .I I ..j I -O » 0 INV 986.0 ;:.... ::li ------ - - - - -- iI 55:..4. .55 .: 555: .S _ ` :,. ., •, ., 4" j' l I o 27 LF -12 PVC » 6 I_ '�I 'S',.I s-- ii� �C. - PVC SCH40, 983.20-ESTIMATE 5 L ...5. ;Y I i � 10 LF 4 CH4 INV SDR 26 @ 1.65% qiI '`'CUT 8 "z' 6„ WYE NTO EXISTING 8" + - ---- - - - - -- @ 12.00 %______ -- -- 6 " -45° BEND & ;CBMH 102 .: j.1i v SANITARY SEWER &CONNECT. INV 982.47 - < STA 1 +00, INV 981.50 6 » -11° BEND V .;RE 12;, 9 a 17.0'i Ii :5 .. 5i 1 'S' IN 1 CONTRACTOR TO VERIFY EXISTING ti' < V 4 _ - -:- ____' ;: '; 1 :.{�I ___ _ -' 5 5 <,. . </ : I: : : : ::. `,- :,C fr O. - - .T- .____ -T - -__ :-=- i�- y_..._- ___- .rir_- __�__J .' ..L__'�______� • II :LOCATION &ELEVATION. INV 4 984.80 55-.. 5•'i 4`.. 5_ ?.1 5 </. _R.. '..' . .ti 5_ - 5 5. ,...5 .,....,.,.., 5: SEX. STMH Lc I I, INV 981.9$ .I I <i.'.'..`'. -5 ., .Iti .I\ y- `i . ;.- '4 :55: ti •y \ \ 5•..y-• - < -_s .n -.y .,...`.� !j'.., ,1'S_5. �'Kf.ji 1`1 1 RE 983.36 _,F :4'., 1.., .:5 5+ 4.'5 `i.5..5 I 1 C7 I •.Y. y1_ =x.6__ •_____ �`' I II :5.;.. I'y III , / _________ _ ________________________r_____T . - STMH 101 . i INV 972 78(W) 11 , , I 7 I I I r -I - - � - I I ,.:.i is 5.5 :.5 .,_ .�'_�. ti' S_�j . * 1 1 .•5 ,_ II 1 I ' I' I' '' RE 988.01 INV 968.78(S,N) � � Jb .'</ » N/1 H CONNECT TO EXISTING 6 GV WITH G�- INV 12 981.84 _ I 6 -11 BEND. ADJUST GATE 6 O vR� :4, L I i rr ° „ , � I „ /;VALVE BOX TO PROPOSED GRADE. 26 LF -12 PVC I Y CONTRACTOR TO VERIFY EXISTING 1$ 5 .�-- -- - - - - -- - -- SDR 26 @ 3.27% - LOCATION & ELEVATION. » CUT 6 x 6 WYE INTO EXISTING 6 CUT INTO EXISTING 12 STORM v / 1 + I I ;; > SANITARY SEWER & CONNECT. EX CBMH 3 ' "I / INSTALL Co*',' 6" TEE 0- SEWER(STA 0 +29) &CONSTRUCT RIM 986.62 % L I -_ '� / STMH 100 STA 0 +70, INV 981.52 ' \ & SALVAG150 FIRE CONTRACTOR TO VERIFY EXISTING INV 975.24 / HYDRANT 8i' 6" GV. RE 987.38 " ' is '- � I "� » LOCATION &ELEVATION. /�;' @V INV 12 980.99 EX. CBMH .. -5 GIRD ELEV 1 188.30 CONTRACTOR TO�LERLF-Y-- EXILING- ] RE 981.17 C7 TMATION & ELEVATION. 37' -24" RCP 15 51 '__------------------------------------------------------------ __________________________ _________________________ _ _ _ _ __ > �� INV 976.19(SW) ` 4' - - , @ 3.57 '._5..1 - --��> _______________________ ______________`_'" NV 967.09(N ,E) 401' -24" RCP @ 2.54% -> > >�>� -> EX CBMH 1 > 6" DIP PLUG J SCALE IN FEET RIM 985.77 0 20 40 60 CUT INTO EXISTING 24" STORM INV 979.17 ; _ 36 -24" RCP 1..: (SIZE NOT VERIFIED) ,- -, =SJ _ _ _ _ EWER & CONSTRUCT CBMH 107 INV 980.37(N) U @ 4.69 OF�P / vP ��P , 5 OHP oHP -OVER EXISTING PIPE bHP OHP�'r -OHP OHP OHP OHP QWP HP 1 inch = 20 feet N TAT RE 986.43 ti: i I, �. ___ - - -- - T - - -- ;-5 - - - - -- - - - - -- �a 5 \ U �� T T T T -- INV 980.00 Fn - T T d T T �E E E -E� -E <,. /i ��: - -. -r�T k.:.5... ti E� -E-- T 7 T T ��T >� >/i N I I ONTRACTOR TO VERIFY EXISTING ',•5, '/' \\`�`' , VFO _ _ _ _ _ _ ly UFO _ r ELEC LOCATION &ELEVATION. - -' �F1L � �' UFO Fu o - - _ - - AULT O .\` - U ��UFO UFO _T___ -- ___��_____,____ .:7, -.- - .- ,�- \T- ti�.�� -T -- - - - - -- - - -- -- \\��R 2 -8 PV 1 93% �%�.°� uFO � T .. - ° OF ;..5... � .`;•.5.::. -: <: _ _ OFF o °T uF° BENCHMARK of qq � t 4 G @ -� _____ UFO FO O -- _ 4 - OF /5: .,,`'.5 � LT ° UFO OF FO OF �' UFO UFO CENTURY BLVD. & 82ND STREET I EX. CBMH -------- - - - - -- - -- -> - - - - ;.- -- -- - - -Tt -- __ - - -- ----------------------------------- - -__ ``,; -y 5:a ..5 5.:5' - : - -_ >------ - - - - -> ----- - - - - -- ------------ > - - - - -- `` - _- r = -r, - -- - -- 1.- ___�_;�`':'� - -____ ------------- - - - - -- ------------- - - - - -- ELEV. 981.07 __- __ _______________ .. ... ______ RE 989.45 - -- - - -- ------ ------ - --- ---- - - - - -> -------- - - - > -- ___ INV 982.95 EX. SSMH EX. CBMH 183' -15" RCP 2.75 EX. SSMH �■� �� -- - 3 o RE 988.25 EX. CBMH 138' -27 RCP @ 0.82% - - - -- T.N.H. ON PRIVATE PROPERTY RE 986..0 8 2ND STREET EX. IN 9 97 EX. CBMH -° INV 979.90 INV 983.00 RE 983.21 � EX. INV W 975.20 � N. OF 82ND ST. &EAST OF HAZELTINE BLVD. D -CO INV 977.96 NV 98716 83 EX. INV S 975.13 ELEV. 996.62 - EX. INV N 975.33 N N �v I Z ■ I V d W y p t z � O N 0 -02a6 a V a- H �a w I--I I z z 0 V E to N N F I--I N s- i a Z N on V T p : J CO ■ V 1 w 0 N w w J rn \5 z 00 W r N LO � m ■ w w O X z LL_ C7 � z w o o Cn of co U E w c z � w Z CD C'14 0- E I d W y p t z j N 0 -02a6 a V a- H �a A� I--I I z z 0 V E to N N F I--I N s- i a LLI 0� T d � Y on V T p : J 0 V 1 Z D N w w /C) A° 0 W r v y Ay FBI LC IMI---�� In I--� 11-4 �' ow �z a OZ H �a A� I--I I z z 0 w N I--I wn= LLI 0� WQ on U T� O V 1 Z D w /C) A° 0 W r a V � �- \ \ SITE DATA EXISTING /PROPOSED ZONING PUD SITE AREA 3.08 AC. 134,050 S.F. EXISTING BUILDING COVERAGE I � KENNEL BUILDING 12.5% 16,711 S.F. xC---------------- - - - - -- I - v TOTAL OVERALL BUILDING COVERAGE _ T I VET. CLINIC & KENNEL BUILDING 21.7% 29,111 S.F. - -T L _ I L �T- T T T EXISTING PARKING COVERAGE 13.0% 17,388 S.F. TOTAL OVERALL PARKING COVERAGE 19.3% 25,837 S.F. L i L _ U \ I EXISTING IMPERVIOUS 29.3% 39,243 S.F. TOTAL OVERALL IMPERVIOUS 46.2% 61,892 S.F. AI \ ,�I \L_ �IVi U��I _ -�I \r I Vo V PARKING DATA _ PARKING STALL RATIOS: Lo X X \ C° 1p `° L _ I �`� OFFICE (1 STALL PER 200 SF) r- 00 �// /" ci \ VET. CLINIC (1 STALL PER 150 SF) - KENNEL (1 STALL PER 1,000 SF - FIRST 10,000 SF) 5 y, :;. i \ < I (1 STALL PER 2,000 SF - REMAINDER) C� \ \ I S , I� � ,`, , 15 5• ti 27.0' -- / I. __ _ 4 .5 %t ..., .5. .'S 51\ L 5 5 ' S'L''S 5 `'S \ - PARKING STALL CALCULATIONS: < I 23.6 5.0 RAD N w - 36.0 \ ' , \ '+ OFFICE 711 SF(EXISTING) + 165 SF(PROPOSED) = 4 STALLS CL i. 5 of 0 0 VET. CLINIC 4,000 SF(PROPOSED) = 27 STALLS A t KENNEL V 5 _55. q I < " i•': ,: KENNEL 16,000 SF (EXISTING) + 8,235 SF (PROPSED) = 17 STALLS � c f \\ J 77.0 »- y ` >- - - »- - - »� L I J REQUIRED PARKING STALLS: 155. x, y v ___,__T - TOTAL PARKING STALLS REQUIRED 48 STALLS 26.5 - - -- r, : '� - - - - -- ti: �7/ - 7 I I � , 5 1, _:. _:� .yy_'.. .�55 ..., .ti -'11 18.5' 7 7 06 S ,.. 'S , ' ..5, i , / - HANDICAP PARKING STALLS REQUIRED 2 STALLS TYP CONSTRUCT CONCRETE 4. i, ...: " I `,:. , �� - PEDESTRIAN RAMP -TYPE 2 0 51,K '''� 55 ..'I.,. 5 h$ 5 / �4 / /77 - / REGULAR PARKING STALLS REQUIRED 46 STALLS 5 I -a y . / ,, _5=.1', i• k''} , �. _.I �; i _ D PROVIDED PARKING STALLS: L I/ Y TOTAL PARKING STALLS PROVIDED 48 STALLS < --•9' i ;5 `5 C HANDICAP PARKING STALLS PROVIDED 3 STALLS _ \ -5.0' RAD /-\ y EXISTING REGULAR PARKING STALLS PROVIDED 45 STALLS 011 KENNEL DCIGw < <- LI KENNEL /DOG �Y� ~�> DAYCARE i - _ PARKING LOT ISLAND CALCULATION: 4' GATE o �'- ` = - ='S DAYCARE 5:,ti _ 1 -10' WIDE ISLAND PER 6000 SF OF IMPERVIOUS PARKING SURFACE 25,837 SF = 4 ISLANDS ' y 04 - _ 8, 400 S1 00 y I L- I J L J C C� °} - 7 I� aim .0' r ice: +.. 1A:.: / I I LL r Ln 5.0' -> ' 10.0 i 18.5 �I 5 I..Y I:. .I / Y� I •� I I I -a TYP 9.3' VETERINARY i . I '•,,/ '' L - -_ - -- - - 26.5' -� CLINIC 5; - - -- / 5 3' .5 5 V - (4�000 SE � r 5.3'If- 7.7 20.0' L1_5 CONSTRUCT CONCRETE :4 c'' -`.:5. ♦ { 10.0' REMOVE & SALVAGE EXISTING SIGNS PEDESTRIAN RAMP -TYPE 2 FOR PROPOSED PARKING AREA - ;34,_, ii I it PEDESTRIAN RAMP -TYPE 2 ------ - - - - -- STR � 5 � I is .S _ ,,_'S. ,� ...... _ �:. {..: 13.3 LE IN FEET 5 rti.:,';�i iii .. ..•_xl :.,.�(. .'S' �� j�5. �. 74. I : :..�y�l I I II 0' R ------------ I y ' O � I H .0 RAD 2. AD i iii V 4 1 ° 5 ai 5.0' RAD 5 k' _I O t � � _ ',', 5.' III ., 5 ,:'. .. lam. •`y .5 ._I y </ 5 .L -------- 1 - q ` .4 'c -- -- -- inch - 20 feet :5 ) ______�\ ♦ II ..,.. L�'S...�S: .. �.. .•. : :�-'. �%.�'44 :: ...` '1 _,, : {�:I i 14.�.. ' I i , .. 4 , q :, : 5'LL � � "yi ' I � I.,. < <, / 4 � y 5 �p ,' c Y• ;5 i .5' ., .5 ' i 5 _ . K: ,5•' , `, .;�,: ` 4 1 1\ , i l i C7 . ._ ,. _ .5_.. 5.. �,1 .._. ' {: a:�: � �� `'S � `' � �.. .`' `, I i i �a: `'� � I � - -- � - - - -- j----- • -� - - -s -I li li I i ' BENCHMARK , ' Lo a ' 4 In il� I�il II �/ 0 i I I H 20 10.0 O7 © 12.0 T.N.H. N.W. CORNER OF r 10.0' ~ r° iii ;�; CENTURY BLVD. & 82ND STREET ------ __ - - - = -- ELEV. 981.07 8.0' RAD �I 9.0' I►_ y 9.0' f -;% _ __ T.N.H. ON PRIVATE PROPERTY L I I T p N. OF 82ND ST. & EAST OF HAZELTINE BLVD. TYP TYP I I 4.4 TYP , < I i' �'LSiI' �� 35.0' RAD in o CONSTRUCT CONCRETE o I. %% v ELEV. 996.62 \ -J o PEDESTRIAN RAMP - I:5.1 -, N Oo o°o ° J '�'� NOTES O N " 15.0' RAD V 00 //i 1. ALL DIMENSIONS SHOWN ARE TO THE BACK ------------------------------------------ - - - - -- ------ - - - - -- -- >�> OF CURB UNLESS OTHERWISE NOTED. _______ _ _ _ _ __ _________________ ___________________ ____________ _ __' ,,--- - - - - -- ----------------------- - -: -;, - - - - - -- �`� -> > _________________ _______________________________ 2. ALL PARKING STALLS AGAINST CURB ARE r7 > ;s 18.5' X 9' >_o > > \ ` �,; `�;\ ;;; J 3. ALL HANDICAPPED PARKING STALLS ARE N 0 18.5 X 9 4. B612 CONCRETE CURB & GUTTER (TYP.) OhIP gP ��P ` 5 OHP OHP OHP OHP - -BHP- - - -OH bHP OHP ��OHP OHP OHP OHP _ _ _ _ HP � T � T 5.. � T T T T �. 5: 55l �.: �T UFn_ - _T�1 T�� -TT T T -FEE E E �E E - - T T Ifi.. ;.. T T _ I �\ ----------- - - - - -- \ �T i/ e E� -� =T T T T T ��T >�> \ : . OF I -� O UFO U 0 �F - -T� - - -- - T�� \ OF -r � 0 - ` ` ,o i ♦ ♦, q i FO \ .\ UFO T -r -;s -.s 5 - -- - - - -- - -- - - -- - - -- -- ` \` '''_ fir= - - U �` UFO TUFO - - UFO U� T 9. a. % S - --------- - - \ UFO UFO UFO 3 �_�______ ____ ____,_�`_ - -�•_ ``i ��5' '{ � �i� .'S• ,, 55. S ^'y• - T ,��- r5_ -____ _- _,�___ _____ __T`�♦♦ ♦♦ T T UFO- S q , - " zn, -- y\��________________ UFO UFO UFO UFO UFO UFO UFO 7`7.7 ------------- ___�� -� � -* ____________ _______________________________ ____ - 5 5` S i" �.d 4'. 5 7F� UF0 �- - - - --- - ------ - - - - -> ------ - - - - -� ---- - - - - -- - _= - -- jF- �.�,3 -: - - - -- - - - -- -- - 5\ = - __- - - - - -- ------ - - - - -- ---- - - - - -- ---- - - - - -- - - - - -- N 82ND STREET o - Ln - - N • I aN E� o� w O O_ O U O Z Z O C + 00 - a 2mo . O 0 D W L0 O N E N N C T O N c z N Ln U N N O T N ■ i/) w 0 J rn \5 z 00 N Lo o • W W � x Z LL_ Z cn W o � cn \ 0 cr_ Co CNJ cc Z � Lli o z Lo 0- G E a I aN E� o� w O O_ O U O Z Z O C + 00 - a 2mo . 0 D Tao O 0.-0- O N E N N C T O N c Taa 7 J w Ln U N N O T N Z L0 w 0 Of Z Z i < O5 Z A � HZ �I�ZW �Na zo o WQ p> �D Cz w o I� O V A �o W I--r WN BY CJK DATE 5/4/12 REVISIONS CAD FILE 22502 -10PAV PROJECT NO. 22502 -10 4.1 r i / � liilr( /(II(Iillo I I I I / I /� / �I \\\ ° // ° // // /I J I i 1 1 i i i l l l I I I II II / I / I \/ // o// // // / o° J I I I I I I II a / -�1 / > I / �/ / / / /moo / / I I I I I I Im \ I I I I I / o I.: tR_ :,�.. ! l > I '/ l I 1 1 r //( I I I I 1 1 1 ICI I .,.: ,.. I ) \ \ l I Ix- I I I I / t,.�,i - , °:, -> , .._ ;= ". - _ J i i I I I I I I I I I I / I I I I `\ \ �- _�� =rte L1 -1 i I I � I I I / '- �_ - _ � / G_`' � % I ') / -_ -- = - �� -� / G -1 I I I I I I I / T / , /�>-� I I► I III r i EX. TREES TO REM ( � � / V / \ / / _ - � i � I I I I 1 I I I I I II /��p1a ----- ��. ; ;w � ��7 � 0 �/ �% / /// �� I I 1 I I I I~ 1111 _ ° I II I I I I \ -/ I 1020_ -- � __T / /� -// / // I I y I 1 I I 111 1/ I 1 I I -`_ - -- /_\ �' __ / / // // �/ // I I I I I I CI I // I I I I I� I \ I I -- - - - - -- /� // /' // /' - C-J'LANDSCAPINJC / I I I I ~ i' / I / / / / / / / / / / I I\ \ I o�6 / __ - - -- / I I i I I I �- / / I I I I III / �� _ - T��T RETAINING WALL -PER CIVIL PL1/�I�p- - _ / / / ' / ' _ - / I I I I / _ gyp- `}' SEE NOTES f9R -TYPE IlM . - - - / / / / / / / / / /- - / / / J I I I I I I ~ ;I // - \ \ ' / - - _ __1 - N \ 6� BI ACK -MNYL CHAIN -LINK FENCE -ATOP R AI1Q(NG IYALL, // �go6 / // � - - - _ _ -1 I, I I I 0 l;/ - �- \1 \ TO MATCH EXISrN _. SEE NOTES. / - I I I I IX \ I I I I 1 1 000 / -- )(- I I I I - \ / / i1 / / \ � � �99O EX. ND$C�IPMVG I ; I \ \ 499 D PEAS L. i \\ \ � \ I I I I I I / L i \ I I I I' (\ ' \ -- ti -5 I f I � I 1111 : �.,, � 1:111.. .;,: �,:,:.; : .. I \ s I I 1111 "om, �._.. I4+ 5 J 6 5�1 I I I- I \1 \\ I< 5.4 �1 �. .. - - / I LL ^, ' `5 54t` \t s:j \,, \ k: I I 3 �. ^4� ' CEDAR FENCE TO I: 1 ;:.. :::� V\ I t -4. - :1 \ I 1 °:1':.., ATCH EXISTING. :a _�. I.,...,: �\ I '_qTi: 4 I " � _ " I / I . 3 - • ._.�.k 4:,.: •t� � . 7I I I � ~ I I ° ° 6, Q .;i 1 ' R CK MAINT. STRIP a ° 4• ., " "-4 ' o . 1:':...: GENERAL GRADING NOTES: 1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 651 - 454 -0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1- 800 - 252 - 1166). 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. 5. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE OFF -SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BE DESIGNATED BY THE ENGINEER. 6. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT CERTIFICATION OF ALL CONTROLLED FILLS CAN BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. 7. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET OF STREET TRAVEL WAYS OR PARKING LOT SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF THE STREETS TRAVEL WAYS OR PARKING LOTS THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN 0.1't. 8. LOT GRADING AND /OR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE GRADING TOLERANCE SHALL BE 0.3't. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET 79G "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK ", PROVIDING FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED BY THE GEO- TECHNICAL ENGINEER. 9. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION ELEVATIONS A HIGHER MINIMUM OF 98% SHALL BE ATTAINED 10. BUILDING PADS SHALL BE CONSTRUCTED BASED ON BUILDING FOOTPRINT SHOWN ON PLAN. IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS. 11. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 0.1' FOR STREETS /PARKING LOTS AND 0.3' FOR LANDSCAPED /OPEN AREAS. �xnnz� :n��►X IT115 r 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY JAMES R. HILL INC. ON OR ABOUT 03/17/08 & 10/5/09. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN IS EQUAL TO t ONE HALF THE CONTOUR INTERVAL. GENERAL UTILITY CONSTRUCTION NOTES: 1. SPECIFICATIONS: THE WORK SHALL BE DONE IN ACCORDANCE WITH THE CITIES OF CHANHASSEN & CHASKA, MINNESOTA. 2. EXISTING FACILITIES: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ALL EXISTING UTILITIES BEFORE STARTING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO SANITARY AND STORM SEWER, WATERMAIN, NATURAL GAS, ELECTRIC, TELEPHONE AND CABLE TELEVISION SERVICES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BETWEEN THE EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER IN COOPERATION WITH THE UTILITY COMPANIES, SHALL DETERMINE THE NECESSITY FOR ANY RELOCATION OF THESE FACILITIES. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES SO THAT THEY WILL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH DURING CONSTRUCTION AND IN THE FUTURE. ANY SUPPORTING STRUCTURE THAT MAY BE REQUIRED BECAUSE OF THE CONTRACTOR'S OPERATION SHALL BE PROVIDED BY HIM. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES EXISTING PRIOR TO THE CONTRACTOR'S EXCAVATION. ONCE EXCAVATION HAS COMMENCED, IT WILL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND UTILITIES HAS BEEN CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT WILL BE HIS RESPONSIBILITY TO MAKE THE NECESSARY REPAIRS. 3. CONTRACTOR RESPONSIBILITIES: ARRANGEMENTS FOR RECEIVING WATER FROM PUBLIC OR PRIVATE SOURCES AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES. ALL CITY WATER SHALL BE METERED. DISPOSAL OF ANY WASTE WATER OR ANY TEST WATER INTO THE CITY SANITARY SEWER SYSTEM IS SUBJECT TO CITY CHARGE. CONTRACTORS ARE NOT TO OPERATE GATE VALVES OR HYDRANTS ON CITY WATER SUPPLY. THE CITY ENGINEER AND THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCING WORK. CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF PROPER NOTIFICATION IS NOT GIVEN TO THE ENGINEER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND LEAVE UNDISTURBED THOSE MARKERS OR MONUMENTS SET FOR THE SUBDIVISION OF LAND. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 454 -0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1- 800 - 242 - 8511). 4. COMPACTION: DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES WITHIN THE STREET /PARKING LOT CROSS SECTION AND THE BUILDING PAD AREAS TO EVALUATE THE COMPACTION ACHIEVED DURING UTILITY CONSTRUCTION. WITHIN THE UPPER 3 FEET OF STREET /PARKING LOT SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100 % OF STANDARD PROCTOR DENSITY (AASHTO T -99) BE PROVIDED. WITHIN UTILITY TRENCHES IN OPEN SPACE AREAS (PAD AREAS) AND AREAS BELOW THE UPPER 3 FEET OF STREET /PARKING LOT SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95 % OF STANDARD PROCTOR DENSITY BE PROVIDED. THE SURFACE OF ALL UTILITY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WITHIN A TOLERANCE OF t0.3' IN OPEN SPACE AREAS AND t 0.1' WITHIN STREET /PARKING LOT AREAS. THE DENSITY WILL BE TESTED BY AN APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD WHICH UTILIZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS. r2 THE LOCATION OF THE TESTS WILL BE AT THE DIRECTION OF THE ENGINEER. N THE OWNER SHALL BEAR ALL COSTS OF THE TESTING. FAILURE TO MEET THE COMPACTION REQUIREMENTS OUTLINED IN THIS SECTION O SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. ALL COSTS FOR ANY- RE-TESTING ASSOCIATED WITH ANY CORRECTIVE WORK SHALL BE AT THE N EXPENSE OF THE CONTRACTOR. O N IO O U7 I 0) 0 O I N O Ln N N Nil__ l _ !l ? F.I - ?F:,= -1 . SiR ='.F BR,]i " F _ LHTRBti 1.411' VA 1 :YJ A: -. 2' LLNU ° BE1C 9:"63JC U'JDIl__ =1 I.-H. UVGIS'UFSE3 :AF.-H. 3 2E u 1 DI u2 :2 32 1 u2 D D' 2-1 • -' -S' 2. 3 NE1.S CV C'. C2. a5 S-IOJ__ B. I' 2 -, . .. -s' 2 -5' _ n- .1n,- rY:'I.G I TO r.41K- M�31_ a L::URL C � I'� I' I9" 4' IE' 3' -0' 'c' -1' 2' -10• 2' -1' 6' -2' 3-6 1 n1 kl A1A A :.1 ?.li :A 131.1 r.• 20, �. "1. BE -_2 -A=CE AS FC6:1 EL= 24' 3' C' 1" 3' - _' • 0' 3' :' '•'i TFC17r INTER -M 1G 41'I rH n - - Bnl -7 -[' 91',' 1.51 TO T I'I.UVI UL IOILY_I I YLLNL'A'l A Al I�LNU ALL ',VA U WA N .ALL BEI 1'3 A1 Fl -'.•S SHALL BE Rai =AI NED i41 TF EGTH EFCYY C7A-Ell MEGA Ell iA.ND - -RS s A L1N Ei° 13JJU:; 'LAN cp "BEND£ 'JAR A? ; BIN. ::NC -rTr ' A T - - NSNIA.A'.N I l THI S CUACRM _ O_ R it S' 1, rh L- I i :• :• N•:; 1.4'.1 1 11.1 '- - - 'l LA �I?I_i�EU IAH. H •:S1N•:l �I II J CONCRETETHRUST BLOCKING Bonestroo d IAGKA, rJ11NNC�7TA V'IAT -4 922- 0=1.nN6 - .:_... ..I - :FIT 113PE �r: A I I. L I . " : ..i -1::11 I. •. _.i'E '�E_ - =.I .I F I - -I :.L :::.I' :ETE 3 -. 3 :'c= -? --I'•.) =r: - _ :.L.. ::ET CTC- - -- :CT CCI.� = = -_ J,,:T' : - :I CC C ^ -- _E - E''' -C TI r'' _ MANIIOLC CASTING AND ADJUSTING DC .AIL 9erga.z -1' FLATS Ha -. En (;IAEER PlF DEPARTMENT 2110 nL FILE ANE: G:'EN:' SFES' "110 M1J L. �. LJ b_ l' ._. ltl ul = y ad's N��crlur' Kr r Jl 1;� ,.a �iziir'c'' cu -f :r 2 + -1 E_(Lcna 111.1': r.': 1 � . m• I I F:I' 1, 2 r A am= CJR3 6➢NIIIUll1L11 CONS- HUCTICN AT CATCH BASIN >;.1 Iv rrr Nn: FLIE ENGINEE' ING DEPAR-MENT 3106 PROPOSED BUILDING SITE EXISTING GRADE l H"CR•1N MR KFR 'ir'r -H FI F!f ALL H"UI,P.\ I LGiU A\ I' P_ It _i]1N S SWLNU FYDR.Ay F1'AUER ([;1NUY SHALL BE RESTRA- NEL'1'!f-H TIE RC I`S LANE) I'IiLJ':1L'k 2 P =1i HYL'IWJ A1D FPC] CC]M1-Fn '•1FG•11.. :.1:. DELIVER C %T.A TO Cl . S 5KP. 10 lITI"TrS.; FYDRAN -SHALL BE ViATEROU5 PACER wr' ,7 -]:n 1',T -1116" TRArRTr r.RrAK Crr SF71701, .VJD FFOK' MATT F.MT. 1 I,DR ^A1 -SI ^.1I 3r rnR 9.i' fsl.R,. 'MAI FRr•1411'MAI I H.AVF f -H' OF 0 NI-R. I PR•DY- UEAVENIEUCAPQi 0 \1, e =i2' NOZZLE. CORE GLUE 3jLT3 :CgUIRLD TOR ALL MroIA1Ti7AI FTT "NGR. AN- CDRRf1.Nr ry MATING RFQI I-P Fn •nV : J I MI T,•4..D -:E RDDASSEr•1BLIES. FOR VALVE BJX :NS- 4LLA -,CN BEE RTTA "I PI AT NC.. 1A-. T Rr. . R "TN I YDR.'•NT,l:'J vr,.M1Nr. Tr �R•11r !':11rARGSI IIG -I IR.IP- Rr�- RA "1 -([]R FCX Al I PR:N "nF MI YL!'R',P .ARCI IND Al I 'dl,A I ERP1,111 • !=NI=k AL Ii= (,'UIRL •1EN I S'. A 1 J UV' I HE F YUPAN 3' BARRE L TO TI C CREAK Orr rLANGC. -I 6' LEAD RR: T1 "-1T' I'TDI, IT ! :• :]NF:]Rr•11N[: U'e Af.M1 11 EGRLIX: � V' CONC. BI.�CY. rr_ } S PCI1RrD MNCR ST rTr TI RI. RI NCH Ra F ..TRFD "F .T•1Nrx•LRD BI C• -K ! C..." D. Or 112' IGNCCUB ROCK ONLY. CAN I BE V'IA.CEU lil VIIE:;I\ NRJR•11IrA c - iJ'D:]VT ,':rrP I ICI GP.nI IN T. nl'.'NrR �. AFPRmr. COL•ER'. rrlR 2 LAYENS OF KJLYETHYLEKE. VALVE AND HYDRANT •.1ARn 1 ]n.H Bonestroo 1NSI ALI l 1CIN CHASKA, MINNESOTA WAT�V2 922- C2RYlG 113c 1, Ar, 0- 31 �r 1•. .. .nn. F..i.n 1 -N ie not -c:,l" ,c r U ::: -:. r I HT1-N..1, 4• SAND R I I' h t ?-..- I :.. f- ^l if . -r.- - ^ f, rd -r "rs rc,I -r -I -F,I "i I .Dn- .i1� :9 -11 rr. -°,r .e Fillet e J J- Y[ Y[ RTCTD TNS..I L -nV PIF= DCDDING IN GOOD SOILS 'F rclmdc-' :•- i RPMFT. 1 -10 IA ate• :I it rLmE No.. 21D2 FILE YAHE: s: W Z Z r _ _ �ro.c� :hC11 ne uBec :t m 10,'. IFr :,rr nl Z "1- u�l aiJeii�i � o w Z 0 r Ha 'ia. . C.5 H - cZc G f, Jo • (/7 �:;: 1 r. ,nH Fr -P =i .. .. - -. ri nil e.. .i c. -. .,r. -.. ..I I .r :.I I.- V,iV,e ...i�i•Ju ri`Ire..n er = -Je._. - - I„L n.l.,li„n „l -i I , lull ff IF 'I'F RFf1iING IN POOR SO LS SF0:1- r PLAIC N] ENGINEERI>,G DE'ARITAENT 220• T, .. - r •.'...I it U 1:: T F : F , 4' .j }} it (MOP TY =1CAL CUR - 1dIN1m AND CU I IEFi n_•!o[L :: Tu EF<3IFIEEF.InG CEPARTAIENT rL1Te �' Fl� HAHE R NC ,ET_LS ,E.]d 5_D B/C VARIES n RL VAR "Anlr 10' VARIABL= V:RTADIr 1'X "' WOOD rEnCE (PA rJ H] BI UI-) C..RB TOP :,ID BC% (AU "USI IU 1" &LOV.' FIAI - ;H GR•111F; l x'n1 re srevl!:F r - -' MRP:]R ^.T "n'J UR p 11 IY PE K' GONER - � 2C WIJ•_IiE E eLf:CK -- ! .M1llll h' PIK F'ml IF I Clil' PEU = \U. WA kli r 1A "N J '10 -C rUR SERVICES LARGER � IAN 1" A TAPPING SI mr ` Rr IRRro. RCCKwnI - �Pr?'D r. ii 4 !: R':IF ','fl H IAP IikF•Al]FI] F[:R .M1PPk[:H'R I.S F SIZE CLIPPER CCIiPOIiA I LON S 10 Ivli =QLAL) CORPORATION s -TOP CURB S�4 CLRB BC% ml lrl rR D- ]SR.r.l, it in rR n -]5-G4 �lllrl rR - 1D�r,l nR -1D,n' FORD FE {LID -e .�R "fi FORD 522-144N •]R- hetf•1 -ORU = N2- rS -!fik llR Er•11 .'1-SIR A.". •1CUL'NRLL' 4N 1 -e A.". •1CW W LU bllJ4 A.Y. •,CLYINALJ =bl `_ UR 5b14 \[]I ES' 1. OJRtl tlO %SF.1LL F.11'E .1 SI,A "OFLViY RUU 2. CL RB BOX SHALL EXTE'1 C FROM 78' TO 91". 3. ALL PIPE J IALL CC C'- T_ I'1 ORA'1 U L.R CORRCS'd'. 11:•.213- EXCEPT-1 C L.T ITN rr rT I'll IRRr -OARRr RI -r, 1.1.RrGATr p-ln.',I 1' w-I I Or ki- u HHI. 1.:F CURB STCP:S I'I DRIYE'WAY. CONTRACTOR NUS -IP.s -TALL A FORD R 1 fATIN[? NA RKrn WT7 l' L',ATT R' n1 TD. i. �I. RB PCX I ID IF Al I BF NI.R IFR. 9375 C R F•Q...Al. Va'ATER SERVICE CONNECTION :FRTI T.fl•1 Bonestroo CHASKA,MINNE50TA SERr 2 92,3 -0 &DWG =1'1. 1 ?,•Cc= r 2nt It _] rql. it �1 =. - -�1 X11= =1= it :: iRa E L= .J 1. _ -leii ii a •JI : "i ul ji ie eyi ii , e : -,Lcclr cr: rc vc.ki. F'i �c fo'.r.iati :n rut = -ia shcl he -n rw NN )C.l -)I, t4 ":H t -i :iHyr- .l.il -. 3 _. ... cin -•�_I L'_ vl� iC I � .213 a '_.:L Mal' h.: ,i!I• 1 " yra J I:• i it li ..i r N':. ..,, i. N If PIPE HLDDING =0R f -V.C. PIPE RE545m: r,D ENGINEERING DEPARTA,IENT PIAIE HD.: 22C� I TI _ ... - - J l i...,. .L1I. _-C 1. Fr '_- . :L :'= :° FL.P.E- S-E. F ` -F.•: '. R.1 -':Vr' VI f`F ;..1- 1—, _ _...-.-...-.... -1E4 -nE tr �,- l: -�s. ..F __ - - - -E .T =JJ�- Tr= LE: A11 nT - =E- LE.CE . _ I.. ' I I: -E E:. RE, :FF =E- nA1 FE TP.' "' :`.TE: -0 = RE'. FP.•: �! aE F' :• T =•w_ :•F •C' .' -E C.IP.E] r=- • :_.TE: C•: -E •.RED. H. -_ __ _ • 4 N -IC ' TP. - .E_ -.,LL 4:LL •: O T - - - - ..- :11:I +. r. I _ : ... ... -.i :..''.. K`I :. .. .`:il: _ it -Hn r'„I•. r 4 ',1 . l l l= 1 , I..i I II: :l.0 IrC 0aL '- 11 -C•I := T= :- ,= L� - TC - . c rr.i 1 T - .= := H- �- H y nP TF 'I _ - .V- 1�1- �•;T =�.1: GIIiOF - P "PSTRIAV CURB FANIP P.EJ SE]� 1 -18 I PL4E N0.: ENGINEERING DEAF-MEN- BUILDING SETBACK LINE r6" TOPSOIL I F PARKING rFINISHED GRADING GRADE picJE io �STRUCTURAL BACKFlLL UNSUITABLE tl MATERIAL )) SUB -GRADE CORRECTION LIMITS NON- STRUCTURAL BACKFlLL MATERU SUITABLE ____( MATERIAL BOTTOM OF UNSUITABLE MATERIAL (TO BE VERIFIED BY SOILS ENGINEER PRIOR TO PLACEMENT OF STRUCTURAL MATERIAL) STRUCTURAL BACKFlLL O O NQ bSl CORE SLUE BULL I5 Rk[jL1iEU FOR.ILL '•1 CCI AN -CAL rl- I'JGS. ANTI -CORIOSVL nR['PITD r.C.AT "VG Rrq..TRrD nN ^.1I r0l T: A1D T "r jmarj T"LCR '10. 63N] RUDASSENBLka ■�W_ /�■ HL ELLER \0.11 -103s, 1161'- 1 E -LiU "X 10. 1-4 11 . IiUltll, - L'Yr11,L'AIiUU1L'ALL- EIU+IAIN .7 ''1I'AI''1UM COVER RC:JUIRC:: OVE R TOP • RRSRRA.TN TTR .A\D V!J Vr l�,rRl FPn %Y [1:�'.I FI] r•IF[:•V .I[: [[:R F:11..M1I; GRADE HIiUS RES RAIN S. TnF GR41 &. D]x 1 U NF 9F I IC Tt'I rR Nn. fiafYl •�,g' VTi kwi, 1" OF At %-,I mEN I. HIM 1 FH NC. H- 11D.%1 26' -�[LR 10. 3860 MUELLER NO. BIBBI 57E C',O:X NC. V' D2 2!' F100- CA -E VALVE FOX. SC RLS'i -'FC, 3 PICL.S 1' :A 1.',rT, : "7r F Rn!f, 7-6' Eli- ENS:CN =X LAD D. .5 R•']U'AD N.� I"U=R NO. SH 14' Ail. S] 113' • FRDV "nr VA.I'+T RT'J RTSr RS r.n. E,D 14" -C VCTHT1 F77T •nF -HF r•11IFI Fk NC. i9 14" LUIRFA I= 'HC-LL' HE NO '9 K. D:STAhCC MON TI IC -OF 1U- RTDnl'r.TTrRnix !1F THE \'•11 VF TO TF F FA IRF•1CF EE URE.M1I Ek H•AN 8'. lM S'u VNSL1 NO. 57 9' L'L'S_2 VCS23 r.n. :n la" GATE 'VALVE AGAF'TCR 1:1' r- �rr1 L!' "TI FR! Mr T NU. [iU 2: cc.A ,Ne�, li2'V:UBHER n[:I IUN UASKk l i \' IRLL =L` EE TYLER Nn. fiFn`!, f.5^ THE CATE VALVE AND GATE '1 JELL EI: NO. H -_W61 !S" 1!•LI': F.M1II•LPI FR. B :BBY-S E -CIA :X NC. VL'5_C _u" f W \FORM "NU I•]A',VA'A C.- ':n9 -9D STA AE ARCR ef�E I rAEGA.LUGS r•IEGALJCS 8 "CDRC. HLOCK GATE VALVE AND BOX 1NS RLLA LC]N :FRTI XM Bonestroo CHASKA, MINNESOTA YJAT -1 99.x- 01 "GIYG 1".:re:ofc. : : :1 Nor = r...l� ..Iei r . I - I _1 1 i - -1 I - :Vi VARIES (SEE PLANS) .. 2~ . L 6" CONCRETE 4" CLASS 5 BASE CONCRETE SECTION 12 "x18 "x1/8" ALUMINUM SIGN WITH WHITE LETTERS ON BLUE BACKGROUND REFLECTIVE (R7 -8m) O 5 SIDED POST OR 1 1/2" �j DIA. GALVANIZED POST. DRIVE 5 SIDED POST INTO GROUND OR SET PIPE POST IN CONC. BASE HANDICAPPED PARKING SIGN DETAIL KQI L' ,':A Ell HALK B_I1 _EU LESS WIN 7.5' TO BE APP'OV:E! FY OWNER U1,11; 'J CI: EMS _NU GRADE I I I I I 1. 6, s.. -_ •_'L -N ie not -c:,l" ,c r U ::: -:. r 1 HT1-N..1, 4• SAND R I 1 rr. lr •:^.r :II h t ?-..- �rm f- ^l if . -r.- - ^ f, rd -r "rs rc,I -r -I -F,I "i 17 rl :inr.- • :.i i rd .Dn- .i1� :9 -11 rr. -°,r .e . I ..- F . F.... „ llie �iul Le 51 .1. -.: I, F � II - •i..e F::r•d '..i u Y[ Y[ RTCTD TNS..I L -nV PIF= DCDDING IN GOOD SOILS amm RCP & DIP RPMFT. 1 -10 FNf:INF 7iIN. ". DFPARTV =N- rLmE No.. 21D2 FILE YAHE: s: W Z Z r VARIES (SEE PLANS) .. 2~ . L 6" CONCRETE 4" CLASS 5 BASE CONCRETE SECTION 12 "x18 "x1/8" ALUMINUM SIGN WITH WHITE LETTERS ON BLUE BACKGROUND REFLECTIVE (R7 -8m) O 5 SIDED POST OR 1 1/2" �j DIA. GALVANIZED POST. DRIVE 5 SIDED POST INTO GROUND OR SET PIPE POST IN CONC. BASE HANDICAPPED PARKING SIGN DETAIL KQI L' ,':A Ell HALK B_I1 _EU LESS WIN 7.5' TO BE APP'OV:E! FY OWNER U1,11; 'J CI: EMS _NU GRADE I I I I I I I I I I I I I I I B r 1 HT1-N..1, 4• SAND R I ________________________ 9'M1V1'1Lr+l F "CH OkrJSI" Z POLYETFELE'1E [CLOSED ,e S4nu F "LL CELL] INSULATION �-+ 0 Q G 2 N O RTCTD TNS..I L -nV VARTM NOTE: PIPE SHALL BE CEN -EKED JNDER IVSULA.TIO'1 U'1 LESS CTHERI9TSE ¢rr-rtm. WV ER OVER FIPC -A. varm I Or IVSJLA ='1G CICIFRL: - B 4 e J' INSULATION DETAIL I'JARCI I]fr,1 Bonestroo CHASKA,MINNE50TA GEN�S 9 :� -�RG4C 1- �' •Jrul� srl�rrr� � „� n II FLrI J Lf.sir " �l Ir. Pr ^I1 v;1 r'II 1�i� I,,p _I C_'L lr1 1 2. iirl Icl Ih'll r I. r.._, I c ll nL ad ei h'wrt oI - n I IA I Ir_c° nrr ..ft.l " =. :I `•1 CT III. L: _ ire :11 _f.cl ulr�cu arl: slcl'rl _.rrcl rl_ ul-:. �n'li• U I. :, f,Iy a Fad 'I ..,r ..I F.- .Lr.. ] '`r LL•_' _cl_'w c:, cll: null. 1n ',inn •,r -.... � Pnrr.lfr�- r. r, r,�I�. -r1r.� - ��Fp�1p�pi��O��F�� SIOHPJ 5 =Al=po CAIC'H BASIN 1e11�LlW 2' X S' HECIANGULA� RE607: Y -r] Alt Nr CNGINCCRING DCDARTMIN- Fl6" QNm: G 4c Pvc 101 POLYETFB"E'1E F :L'•1'1 +RAP IARC ID PIPE 1 ' 1 � 1 1 n..r.Tn r -Rnr•. FTFr KFC SEC -101 TYPICAL WR I ER M AIN 1VS ALLA lL:•N IARn 1 ]rr.H Bonestroo CHASKA, MINNESOTA yyAT�7 az_z- 1' "D'Ac 1.5" -2360 BITUMINOUS WEARING COURSE (LVWE45030B) 2357 TACK COAT 2" -2360 BITUMINOUS BASE COURSE (LVNW35030B) 6" CLASS 5 BASE APPROVED SUBGRADE PAVEMENT SECTION PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION R7 -8m 12" x 18" HANDICAPPED PARKING SIGN CL PL "RI:IA"U' VARJAeLE Z 4' IWL Uli S 11=UJL= 40 PVC. iTT.^.RY �rwrR ES: 1. sr'.,;rR S- FVI -rS,1' sf:A ]C OR SCI rr...l r 1i, PVC Sr!':rR PTPr 2. SLC FE - '1" FCR TOOT MININ..M. 3. V'J'E _i] "rA IS SHALL tlE \iON CP'K= IEU SCL':E\ I 'seLUD "P!=. 4. ALL PIPE SHALL BE BEDDED :N C6AWL LAR BCNRC':d 3145•.26= IXCCPTIIC LA.�ZN RC -1'il CFL CC�F.RSC -:LTCR AGGRCGAZ .1149.711, :,:Y..RRGAT w-iI nr Rrq. im rD. !. BFNI]ti OF aS °nH IFS;.`;F1 ^.II HF Ifk ) 4',' HNIHF I:i`;I ! or -1 E SERVICE :r TI E GC FTII Or TI E SERV:CC SVDIULD rxrrrr.-r. H. Nn tiFRVI11- RI ;FRS I FY; I F•VIA FFFI tiH•N I RF PFRrI I H:. M'NIARKRR [FAINT GRCC'II L. nrr II-SE!, NO I k SEINER SERVICE CONPIECTID PJ m Bonestroo CHASKA, MINNESOTA H'eu3- a "0'N� 111 : 121' CC ITC •_F L ...;Trn 7 ... . :., F nF.VFS �T G° jrsl +lyi .' :.r- I} - '.l.! =EJ I" ' rl-E CF ' " _.... T _n9 �� TVPIC.41 27" DIAIJFTFR CATCH RA.SIV ENG VEERING DEPARTMfN- 31.73 1LE WVAE &1p1G�SPEC4�3103 SITE ACCESS TO HDCP. RAMP SHALL MEET 1:20 SLOPE HDCP. CURB RAMP SHALL MEET 1:12 SLOPE DIMENSIONS SHOWN ARE BASED ON A 6" CURB HGT., ADJUST AS REQ'D 6 4' 6'�� a a z0 BEGIN DROP SLOPE UP SLOPE UP END DROP 3 z a CONIC. WALK LANDING TO BE SAME ELEVATION AS ACCESIBLE AISLE PEDESTRIAN RAMP DETAIL -TYPE 2 HANDICAPPED PARKING SIGN BACK OF CURB FACE D .. c_ I� p T_ LIP OF GUTTER cn 3 Z -- Cn rI Z a" soup M �-+ 0 Q G 2 N O _ TE LINE 4� N 0 C O_ 4� O Lgw_ Cr:l:c ^•�o11r 'o ,l '•1 Z Z r _ _ �ro.c� :hC11 ne uBec :t m 10,'. Z � � o w Z 0 Lfl cZc G w • (/7 �:;: I D 0 GT 0 ate.- C- L J rn �L�.rJ of Z :f `- , "��in _ i 11 Lr OO 0 Z O� � �\ z ck: N LO AO L/ _ W - IL'I'J Ud is "i_ ri W o X a Z - - cp Dt Lr-I tic, '.rd:- -:,p s lu ha' +o 10: ! J_yu DC ]IDd 'x "i •- Al cla =n n�•.e N - - -FT 1.::csl ww,.a .,ar. "m W o ,- cD - h,rh -hc n. -.-. r•.d 1_1 rin. 0 I 0 m C /) CO r 1 W 1 • r n : :r 4' >r dept-i elr•ir -r th., 14' r.n nl net -- r",- r,r. :.: 1 ., O - r r 0- LO Jr:JI 2 .uw.i UffO[ �p TYPICAL 4' 31AVETER CATCH BASIN MANHOLE R ='n5r 11u PLr n0. E 21 NEE RING DEIAHIV -M1 31 U2 FL NVI =Q 91 CP 1.5" -2360 BITUMINOUS WEARING COURSE (LVWE45030B) 2357 TACK COAT 2" -2360 BITUMINOUS BASE COURSE (LVNW35030B) 6" CLASS 5 BASE APPROVED SUBGRADE PAVEMENT SECTION PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION R7 -8m 12" x 18" HANDICAPPED PARKING SIGN CL PL "RI:IA"U' VARJAeLE Z 4' IWL Uli S 11=UJL= 40 PVC. iTT.^.RY �rwrR ES: 1. sr'.,;rR S- FVI -rS,1' sf:A ]C OR SCI rr...l r 1i, PVC Sr!':rR PTPr 2. SLC FE - '1" FCR TOOT MININ..M. 3. V'J'E _i] "rA IS SHALL tlE \iON CP'K= IEU SCL':E\ I 'seLUD "P!=. 4. ALL PIPE SHALL BE BEDDED :N C6AWL LAR BCNRC':d 3145•.26= IXCCPTIIC LA.�ZN RC -1'il CFL CC�F.RSC -:LTCR AGGRCGAZ .1149.711, :,:Y..RRGAT w-iI nr Rrq. im rD. !. BFNI]ti OF aS °nH IFS;.`;F1 ^.II HF Ifk ) 4',' HNIHF I:i`;I ! or -1 E SERVICE :r TI E GC FTII Or TI E SERV:CC SVDIULD rxrrrr.-r. H. Nn tiFRVI11- RI ;FRS I FY; I F•VIA FFFI tiH•N I RF PFRrI I H:. M'NIARKRR [FAINT GRCC'II L. nrr II-SE!, NO I k SEINER SERVICE CONPIECTID PJ m Bonestroo CHASKA, MINNESOTA H'eu3- a "0'N� 111 : 121' CC ITC •_F L ...;Trn 7 ... . :., F nF.VFS �T G° jrsl +lyi .' :.r- I} - '.l.! =EJ I" ' rl-E CF ' " _.... T _n9 �� TVPIC.41 27" DIAIJFTFR CATCH RA.SIV ENG VEERING DEPARTMfN- 31.73 1LE WVAE &1p1G�SPEC4�3103 SITE ACCESS TO HDCP. RAMP SHALL MEET 1:20 SLOPE HDCP. CURB RAMP SHALL MEET 1:12 SLOPE DIMENSIONS SHOWN ARE BASED ON A 6" CURB HGT., ADJUST AS REQ'D 6 4' 6'�� a a z0 BEGIN DROP SLOPE UP SLOPE UP END DROP 3 z a CONIC. WALK LANDING TO BE SAME ELEVATION AS ACCESIBLE AISLE PEDESTRIAN RAMP DETAIL -TYPE 2 HANDICAPPED PARKING SIGN BACK OF CURB FACE D .. TYPICAL PARKING SPACE STRIPING • I� p T_ LIP OF GUTTER cn 3 Z Cn Z a" soup M �-+ 0 Q G 2 N O _ TE LINE 4� N 0 C O_ 4� O 9.0, 9.0, 'o O C - N N C . N � Z Z N _ C >, C m O m m Y Z TYPICAL PARKING SPACE STRIPING • I� p T_ N cn 3 Z Cn Z "i�aa�'io O C M �-+ 0 Q G 2 N O `O 4� N 0 C O_ 4� O W LO LLJ O C - N N C . N � Z Z N _ C >, C m O m m Y Z CV � o w Z 0 Lfl cZc G w • (/7 w I D 0 GT 0 ate.- C- J rn O C0 V1 5 cn OO 0 Z O� � �\ z ck: N LO AO L/ • W W� W o X a Z LL_ V1 Z N � W o CV cD 0 I 0 m C /) CO r LO W U c O Z 0- LO Q_ E 0 I� p T_ N cn 3 Z ,2 N t a (n Q Z "i�aa�'io O C m �-+ 0 Q G 2 N O 4� N 0 C O_ 4� O T L N O a Rn LLJ O C - N N C . N � Z Z N _ C >, C m O m m Y Z U d U TOa 7 J w � o w Z 0 Lfl U 0) N 0 tTz - T N w LL LLI LLI U U U 5 0 0 0-0 zA 0 GT 0 ate.- C- 40-� 0 DRAWN BY CJK DATE 5/4/12 REVISIONS CAD FILE 22502 -10D PROJECT NO. 22502 -10 6.1 mw � U7 U7 H O LILI LLJ o� Z Z ftf a_ Z � o w Z 0 W w LL LLI LLI Wa a zA > O- � \ 0 V Q U O C0 V1 0 Z O� AO 0 O W� a V1 DRAWN BY CJK DATE 5/4/12 REVISIONS CAD FILE 22502 -10D PROJECT NO. 22502 -10 6.1