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- CONSULTANT CONTACT LIST: DEVELOPER /OWNER CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA. 30101 CONTACT: MARK D. PAVEY PHONE: (334) 265 -3050 FAX: (334) 265 -3079 ARC HITFC'T CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA. 30101 CONTACT: MARK D. PAVEY PHONE: (334) 265 -3050 FAX: (334) 265 -3079 O U U m 0 U m 0 rn U N H U O 00 N r—I 0 N 1< N C cB Site Development Plans for rN • r�mrose c o0 o me an assen CIVIL ENGINEER MCCOM BS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763 - 476 -6010 FAX 763 - 476 -8532 CONTACT: MIKE BRANDT PE SURVEYOR MCCOM BS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763 - 476 -6010 FAX 763 - 476 -8532 CONTACT: MARCUS HAMPTON RLS LANDSCAPING MCCOM BS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763 - 476 -6010 FAX 763 - 476 -8532 CONTACT: JIM KALKES RLA Chanhassen, Minnesota Presented by: Children's Design Group VICINITY MAP NO SCALE ski o0�,5 -SHEET INDEX Sheet Number Sheet Title C1.01 COVER SHEET C2.01 EXISTING CONDITIONS - DEMOLITION PLAN C3.01 SITE PLAN C3.02 TRUCK MOVEMENT EXHIBIT C4.01 GRADING PLAN C4.02 PLAYGROUND AREA CROSS SECTIONS C5.01 EROSION AND SEDIMENT CONTROL PLAN C5.02 EROSION AND SEDIMENT CONTROL DETAILS C6.01 UTILITY PLAN C7.01 PHOTOMETRIC PLAN C9.01 CONSTRUCTION DETAILS C9.02 CONSTRUCTION DETAILS 1-1.01 LANDSCAPE PLAN 1-1.02 SITE LANDSCAPE DETAILS L2.01 SITE IRRIGATION PLAN ................ .... :� ` .... . FIF \ '00M 101 1100 " RE, NN NN 101 ON NIN engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA ------------------------------------------- Cert*if*icat*ion hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. 1602 Michael C.Ar*Wt Registrat b V 42661 Date: 10/12/2011 If ap bl e%, contact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - - / -- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal /Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title COVER SHEET Sheet No. Revision C1.01 B Project No. CH119063 0 z 0 U w N U m 0 U b/.0 m 0 rn U U 0 00 N r—I 0 N 1< N C cB j At IL NL NL �.- NL IL IL IL . 16.5 FOOT WETLAND BUFFER STRIP -�--_ ``.-- �-.�.• �. _„__ �r ,�'Y -�-�, / Tw NL NL dl( 1 t•' ,.y \ N��N�� •__________ ___.....___u• .._..._�_ -�.'N� -_w y-y. ter. y'y.a., y- -„ -��+ �'�w. __ • '1 30 FOOT WETLAND PERMANENT STRUCTURE SETBACK „ „ „„ 'o"-- \ . o� .�. NL p 14 Z zz At ----- - - - - -- ---- - - - - -- � ` "i.J E � `fr�� O' �„' ""L•..�'"' "rte'. "`. �,~�~���`� '�^...•.. „- „ „�� `"."'��.... „ „ „w... ...” "mow, r`y�~�'. \ -'•� ��"'.. "�.. 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EXISTING DRAINAGE AND UTILITY EA ENT PER PLAT OF CROSSROADS OF CHANHASSEN \• �f • / -�-- -� --- ---` Fes. , / ,,,.,•,'' v..... -.-�, - w..�.�. - �--- -� _.� -- -. -- � Fn to An z # # --- .•�.. „� ..--- �"`' °�. �� \ ..,, �-�- -_ ,___�__ --- _...- ter.... -- ....- • -�,'.. _..;..• -�,� � t � `� f r � � r � � 00 � C i�E ,� �• M �z# f K: � f � f f ! to 0 0 0 o E P � I s ' --- �.. / r j 910 - ��� -�� 5 b5AZA�E & UTILITY EASEMENT REMOVE EXISTNG f „ m �---� w� �-�-- DRIVEWAY ENTRANCE � --- --�- -, �-� Ln 46 bD 3 �-D -�-�DD DD DD DD DD ADD DD DD �� pp DD DD p- DD - LO � 4• . � Vyyyy. yyy. `4 •`t> EU ,r'''� •• J }y .•Y� • • i• � �yyyyy �4444•.••••••� � *;yyyy S �y - __..._- �� � 1.�_ '„, �4�4 \ -tea U E `� UE c� * �._ � UE yt UE UE �� r , .N cfl� cfl U - UE E tic UE _ U t UE -� c� r c� r c� r - LEGEND 0 RE: 922.89 n ir• of -7 un • FOUND MONUMENT m--- I WATERMAIN — — — — — EASEMENT LINE 0 SET MONUMENT co > SANITARY SEWER — • — • — • — SETBACK LINE EM 0 ELECTRIC METER &—» STORM SEWER O RIGHT OF ACCESS LIGHT >> FLARED END SECTION CONCRETE CURB FA-C-1 AIR CONDITIONER UE--M ELECTRIC TRANSFORMER BUILDING LINE GUY ANCHOR 1P @- UT --]Z TELEPHONE PEDESTAL --- - - - - -- BUILDING CANOPY HANDICAP STALL GM UG GAS METER BITUMINOUS SURFACE � UTILITY POLE ow OVERHEAD WIRE CONCRETE SURFACE ■ GUARD POST o CHAIN LINK FENCE LANDSCAPE SURFACE BOLLARD S IRON FENCE } SIGN X WIRE FENCE DECIDUOUS TREE o WOOD FENCE CONIFEROUS TREE - SURVEY NOTES EXISTING CONDITIONS HAVE BEEN PROVIDED BY WESTWOOD PROFESSIONAL SERVICES INC. ALTA DATED 7/26/2011. - DESCRIPTION Lots 1 and 21 Block 1, CROSSROADS OF CHANHASSEN 2ND ADDITION, Carver County, Minnesota v° p� CROSSROADS BOULEVARD It FO FO UC C - UC NORTH 0 20 40 SCALE IN FEET L ... .............. •• ••• • :....: .... .............. .. ..... jgp \ \ ON ON o EMN \.� engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location C MINNESOTA Summary Designed: Mcg Drawn: ERw Approved: nncs Book /Page: - - / -- Phase: FirvaL Initial Issued: 10/12/2011 Revision History No. Date By Submittal /Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title EXISTING CONDITIONS - DEMOLITION PLAN Sheet No. Revision C2.01 B Project No. CH119063 ,t ;til�kkk���3 k 1z 4 k k k Ql%""11011 U 0 M U b/A m 0 M U U w 0 J m N N 00 N r-I 0 N 1< N cB +++++++++++++++++++......... aaaaaaaaaa ..... ......................+ 1-tiii;\ z +..aa.. + +.aaaaaaaaaa ...... + + + + + + + + + + + + + + + ++ .......... + - 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DEVELOPMENT SUMMARY IMPERVIOUS AREA BUILDING AREA PARKING AREA SIDEWALKS MAINTENANCE STRIPS TOTAL IMPERVIOUS AREA PERVIOUS AREA GREENSPACE AREA XGRASS AREA TOTAL PERVIOUS AREA HARDSPACE CALCULATION TOTAL IMPERVIOUS AREA TOTAL LOT AREA TOTAL HARDSPACE 12,000 SF 21,626 SF 4,462 SF 535 SF 38,654 SF 21,087 SF 16,903 SF 37,990 SF 38,654 SF 76 644 SF 50.43 SETBACKS FRONT YARD REAR YARD SIDE YARD INTERIOR LOT LINE ZONING EXISTING ZONING PROPOSED ZONING PARKING ANALYSIS 1 STALL PER 6 CHILDREN KEY NOTES ���kti +��ti�3 ���� ;� � �� �3� �ti "� B EVA RD yk ti k A k k „,, � kt ;�� \�k�kk \�kt3� � � �3t��� 1 � �3ktitikk ��3 ;+k 3 ;t�k1 � ;�k X333 ... aaaaaaaaaaa..........+++++++++++++++++++......... aaaaaaaaaaaaaaaaaaaa..........+++++++++++++++++++......... aaaaaaaaaaaaaaaaaaa... .......+++++++++ + + + + + + + + + + - - - -- ...aaaaaaaaaaaaaaaaaaa..........+++++++++_______________-----,,,,...................,,,,,,,,,,___________________,,,,,,,,,....................,,,,,,,,,___________________,,,,,,,,,,...................,,,, ,,,-- -__________________,,,,,�. _ . --- -- . -- . ..........+++++++++++++++++++......... aaaaaaaaaaaaaaaaaaa ..........+++++++++ + + + + + + ++ +,.........aaa.. +z i�itii a _ - aaaa...++ +.aaa..++ ��� \,Zi� \.' - - - - . -- aa.. »aa.. «.»a.-- a +..- a..a.. a --------- --- - - - - -- - - - ----- - - - - -- - - - - -- .... »» ,........aaaaaaaaaaa...a a......... + + + + + + + + ++ as .a » ;.. aaaa ++ + ++ aa.aaaaaaaaa a........... + + + + + ++ ++ aaaa aaaaaaaa + + ++ + + + + »> aaaaaa aaaaaaaa..... ...... + + + + + + .. aaaaaaaaaaaaaa ....... . + + + + + + + + + + + + + + + + + + +.........aa aaa 4_�... - - - ,....aaaaa....... az a . z� aaaa Z 1 Z\ .a.+. ..... \ aaaaaaaaauaaaaaaaaax.xxx ` Z ` ........ . .............. . 1...� . ..... tiaaaaaaaaaaaaaaaa as `1 Z ` aaaaaaaaauaaaaaaaaaxxxx..+++++ 1++++»»»»> �aalaaaaaaaaaaaaaauaaaaaaaaauxxxx - a aZ \ �aaaaaaauaaaaaaaaauxxxx Z ` ti iz` iii aaaaaaaaa azzaaaa aaa aaaaaaaaaa......... a aaaaaaa +++++++++ . 111111 + +��������� \ a ti z�- azzzuuzzzz aaaaaaaaaaaaaaaaaa . .aaaaaa\\\\\\• .xxx . ..........+++++++aa + + + + + + + ++ � 1111\\ aZZZZZ +........aaaaaaaaaa aZZZZZ. .aaaaaaaaaaaa .xxx111111. azzzaazzzzz ,aaaaaauaaau axx1111111r aaaaaa \aaaaaaaaaaaa xxx1111111 + aaaaaaaaa. ...+++++++ \ aaaaaaaaaall L .........+++++++ + + + + + + ++ .... ., azzzaazzzz aaaaaaaaa• .aaa\\\\\\\\\. .\\aaazaz. aaaaaaaaaa .aaa\\\\\\\\\a• .11111aaaz- .zaza� aaaaaa 44 +� ati a, aaaaaaaaaa.. + +. +.aaaa..++ +aaaa _ ZZZ a. 1 0.ZZZZZaaaaaa aaaa .1111 ,• la, a , \ •+ +�aaa.»aa. y - \ \ \ \ \• �� 1 1laiiiil as \1111\\' 11i iiii+ ZZZtiaaaaaa• tiaaal \ \ \ \ \a' � 11ti aiiiaiaaa� as \ \11tiii� aaa +aaa + +ia•+Zaaa . -aa ++ a+ ----- \ 1 .aaalltiii�aal` �tiZ ;altii�aa+� • • PARKING BUILDING 20 FEET 20 FEET 20 FEET 20 FEET 20 FEET 20 FEET 0 FEET 0 FEET PUD — CITY OF CHANHASSEN PUD — CITY OF CHANHASSEN 182 CHILDREN = 31 STALLS REQUIRED 48 STALLS PROVIDED A. BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLAN FOR DETAILS) B. B -612 CONCRETE CURB AND GUTTER C. B -618 CONCRETE CURB AND GUTTER D. HANDICAP SIGN W/ CONCRETE PIPE BOLLARD (SEE DETAIL C9.01) E. MONUMENT SIGN (SEE ARCHITECTURAL PLAN FOR DETAILS) F. LIGHT POLE (SEE LIGHTING PLAN FOR DETAILS) G. TRASH ENCLOSURE (SEE ARCHITECTURAL PLAN FOR DETAILS) H. FLAG POLE (SEE ARCHITECTURAL PLAN FOR DETAILS) I. PEDESTRIAN CURB RAMP J. XGRASS° PLAY ASTROTURF (SEE DETAIL C9.01) K. 18” CONCRETE MAINTENANCE STRIP (SEE DETAIL C9.02) L. MODULAR BLOCK RETAINING WALL (BY OTHERS) - DEVELOPMENT NOTES A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. B. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. D. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. F. SEE ARCHITECTURAL PLANS FOR MONUMENT SIGN DETAILS G. SEE LIGHTING PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. I. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE ARE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. J. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. K. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS L. SEE ARCHITECTURAL PLANS FOR ALL PLAYGROUND EQUIPMENT, FENCING AND SHADE STRUCTURES. NORTH 0 20 40 SCALE IN FEET 4:� ... .............. .... ........... •• • :....: ...... .... .......................... • •• ..... "POP 00 X®R and engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA ------------------------------------------- • • Cert*ifica ion hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. Michael C.Ar*Wt Registrat b V 42661 Date: 10/12/2011 If ap bl e%, contact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., -h, MN office. Summary Designed: MCB Drawn: ERW A pp roved. MCB Book Page: -- -- Phase: FINAL Initial Issued: 10/12/2011 R evision History No. Date By Submittal /Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title SITE PLAN Sheet No. Revision C3.01 B Project No. CH119063 ,t ;til�kkk���3 k ;13 4 k k k < Ql%""11011 U m 0 rn U b/.0 m 0 rn U U w 0 J m N N N 00 N r-I 0 N 1< N C cB . ............................ . ................. ------- ..........»»»»>.................. a ............................ . » » » »�...a.. .-.zz���.tz� .♦ - .. ............................... - - - - 4 4' • • - - i_xv�.x.a.a�.ua.a �. •..a."x.aaa.._xv�.x a�a� . aa.a "h .........a • 1111111111111` ���� Riiii i ZZZZ� •"" aZ ZlllllltitiY•ux .titi1111111111' ' 1111 iii i Z' "" .Z �tititititittititi •ux titititi11111111. •��� �11111ti 11111, "" IZZZZ �titititititi ••u N. �titititititi111111, ••'� 111111ti iiiil "" �iZZZZ �tititititia`••uxx ��1111111`•4•�����' �� _ .u.�a� h .tititi 111111ti iiii� `♦ � h -- ��yxxxv .......uzzzz. .zzzuu....., .tititititititixxx ......ti zzzzz, .�4z h ` ;•4 a� 1 k tk 1 0 �� k `111111 11333 L111 V k i \ � iittd a.�.z..�.._._._. __. zzzi \1 ............ 0.ZZZZZtitititititi .titititititi111111' .1111111 iiii� ZZZ ....... Yeti titititi111111. • X111 ti .............. ' aava ""`a`a� "v •~�aa•. - '- ai`�aZ1ti1- aZa -`a - \ \ «titititiuutiti• S— BUS -36 feet Width :8.00 Track :8.00 Lock to Lock Time 6.0 Steering Angle :37.6 NORTH 0 20 40 SCALE IN FEET L ... .............. •• ••• • :....: .... .............. .. ..... 00 X®R and engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA ------------------------------------------- • • Cert*ifica ion hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. Michael C.Ar*Wt Registrat b V 42661 Date: 10/12/2011 If ap ble, contact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW A pp roved. MCB Book Page: -- -- / Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal /Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title TRUCK MOVEMENT EXHIBIT Sheet No. Revision C3.02 B Project No. CH119063 U I-- b.0 ro 1�0 0 U I-- Ln U LU --n 0 ro 00 0 N 1< N C cB 3 > (D 7) 0 F, QF) 0 0 ------ -------- .............. --- D----------- -- --- --- �7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - ------ 00 — --------- ------ - --------- — --------- .......... ------- — ------- ---- ---- > — --------- 0 0 (J) ---------- ----------- ----------- k� — --------- ______________ ____ ---- ____ —_ i : V is flff Z LIU U� - ------------------------------------------- --------- 000 AR WASH ------------------- > - — --------- .................... ------------------- 140 1 4 1 �* NORTH 0 60 120 SCALE IN FEET % 00% if ........................ .......................... ......................... .......................... ................ .... .............. .... ............ .... NNIN MEN, %NS 10 R001n % NX% % ms .......... 011 englneering surveyIng planning energy 14800 28th Ave. N., Ste 140 Plymouth, Minnesota 55447 (7631476.6010 (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH., GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA --------------------- erti ication I hereby certify that this plan, specificati report was prepared by me or under ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. Michael C.Ar*Wt Registrat,e V- 42661 Date: 10/12/2011 If ap ble, contact us for a wet signed copy of this PI h is available upon request at MFRA,, Inc.,, th't MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title PLANNED DEVELOPMENT Sheet No. Revision 3.03 Project No. CH119063 %\ INN, % % % INN IN I ti ti ti tit 1%% % IN IN IN J > ----------------- Ir 3 > (D 7) 0 F, QF) 0 0 ------ -------- .............. --- D----------- -- --- --- �7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - ------ 00 — --------- ------ - --------- — --------- .......... ------- — ------- ---- ---- > — --------- 0 0 (J) ---------- ----------- ----------- k� — --------- ______________ ____ ---- ____ —_ i : V is flff Z LIU U� - ------------------------------------------- --------- 000 AR WASH ------------------- > - — --------- .................... ------------------- 140 1 4 1 �* NORTH 0 60 120 SCALE IN FEET % 00% if ........................ .......................... ......................... .......................... ................ .... .............. .... ............ .... NNIN MEN, %NS 10 R001n % NX% % ms .......... 011 englneering surveyIng planning energy 14800 28th Ave. N., Ste 140 Plymouth, Minnesota 55447 (7631476.6010 (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH., GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA --------------------- erti ication I hereby certify that this plan, specificati report was prepared by me or under ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. Michael C.Ar*Wt Registrat,e V- 42661 Date: 10/12/2011 If ap ble, contact us for a wet signed copy of this PI h is available upon request at MFRA,, Inc.,, th't MN office. 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I 1 1 I ` 1 � 11 1 1 . , I , ; , , , I � I I i , � 1 , , I i , , � \ \ \ \ % 1 ti , i I h \. \ � , I ` \ \ \ \,,, ~. `Z,Z'~ vl \ t� t__:.1______,________ ___,___ �L . � . . , . . . . - . . L , . . � LEGEND PROPERTY LIMIT CURB & GUTTER TIP-OUT C &G STORM SEWER D RAI NTI LE BUILDING RETAINING WALL FENCE WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS W 0 a 4 U m 0 M U W m 0 M = U Ln U 0 D 00 N 0 N 1< N cu PROPOSED EXISTING ..................... �N I 962.5 X EOF XXX.X 0 "�� RE: 922.89 b ir• of 7 Rn v° � V I ��1'11" � �lrtip P� � 3 M% 003ti A � 3. w�� �� ��41� � I I I �kkk S '1 tilt, 1_,_ 11 -1 - GRADING NOTES A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. B. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5 (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). THE CONTRACTOR SHALL DD REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR DDD BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN i t 3 3 3 3 THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. .................................................. _ C. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA ". \ THE CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA _\ AT 1- 800 - 252 - 1166). THE CONTRACTOR AND /OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND 962.5 ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND _a X __... Q,`� ALL UTILITIES (UNDERGROUND AND OVERHEAD). PROPOSED EXISTING ..................... �N I 962.5 X EOF XXX.X 0 "�� RE: 922.89 b ir• of 7 Rn v° � V I ��1'11" � �lrtip P� � 3 M% 003ti A � 3. w�� �� ��41� � I I I �kkk S '1 tilt, 1_,_ 11 -1 - GRADING NOTES A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. E. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. F. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: PROFESSIONAL SERVICE INDUSTRIES INC. ADDRESS: 2401 PILOT KNOB ROAD SUITE 138 MENDOTA HEIGHTS MN PHONE: (651)646 -8148 DATED: 08/23/2011 THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. ti ��yyv BY ENGINEER LICENSED-1N ED�....tIV l-IV��� -, -` ::= �. aaa -` �,v LL a~ \ \. .. _ - ' a` a.,a., _ \, ~\ a.,.11vaa�..1111vaaa.., a�var•.�1aaa. Im __ . "a-�,, tc O N \ li- _. 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I a I I I f s\ \\ ~ 1, 1 1 a _ ~ aaaaaaaaaaaa111111, 1F0,,,,,,...... aaaaaaaaaaaaa111111111111 ,,,,,,,....., ~ ~11 +; FO�� \�����\ \\ 'F� 1 FO FO FO \\ U C h: --- - - - - -- r� U C U C U C UC ~ - - FV. UC \Ci c�� aaaaaaaaaaaaaaaaaa _ , -- �.. , ;� ;, \,,\ \ >\ - 1111 ...... ........._______aa __ ____.. ........ ,,,,-.........__ _________________.............. ...... _ 1111111111111 » »,....aaaaal,l, . ~a a \ \� ` - _ - :. :~ a 1„ ,~ av1, ,- v- 1� A ,,, 11, A A K A n / A A I1 D `1b D i 'D v ~\ �.�",_ D D G. THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. H. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. I. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. M. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. N. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 0. TOLERANCES 1. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. RE: 919.83 IE: 915.08 NW IE: 914.48 S IE: 913.28 SE Fo IE: 913.03 NE P. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. Q. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP ". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. R. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. S. THE CONTRACTOR SHALL RESEED OR REPLANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO GERMINATE AS DIRECTED BY THE OWNER'S ENGINEER. oe NORTH 0 20 40 SCALE IN FEET 4 '' """""::: \\ ........I. . . 001 %t ::�:�:�:�:�:� .................................................', "' "�*************************************, ....... I.,.,.,.,.,. \ % ......................... ...... . \ .......................... ....... ................. .... I.............10 .............. .... � ... �_"%R ............ -\,&'S'-% '................, �, ,,;:N� I ........., k '..'' 1 6 �, O� , :::::::::: .. o` :��v : -- engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location C MINNESOTA ------------------------------------------- • • Cert*if ication hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. /,li Michael C.Ar*Wt Registrat b V 42661 Date: 10/12/2011 If ap blcontact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - - / -- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal /Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title GRADING PLAN Sheet No. Revision C4.01 B Project No. CH119063 B. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5 (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). THE CONTRACTOR SHALL DD REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR DDD BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN i t 3 3 3 3 THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. .................................................. _ C. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA ". IL THE CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA - - - AT 1- 800 - 252 - 1166). THE CONTRACTOR AND /OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND 962.5 ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND _a X __... Q,`� ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ST 5 D. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT 1042.56 PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. E. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. F. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: PROFESSIONAL SERVICE INDUSTRIES INC. ADDRESS: 2401 PILOT KNOB ROAD SUITE 138 MENDOTA HEIGHTS MN PHONE: (651)646 -8148 DATED: 08/23/2011 THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. ti ��yyv BY ENGINEER LICENSED-1N ED�....tIV l-IV��� -, -` ::= �. aaa -` �,v LL a~ \ \. .. _ - ' a` a.,a., _ \, ~\ a.,.11vaa�..1111vaaa.., a�var•.�1aaa. Im __ . "a-�,, tc O N \ li- _. " . .��, L L 11 A 11 \ ,,aa1,1 N •• . .r 'g. r ��, � . - . . . . . . . . . . � '. - . It - \ _ ' • • ';5' - -' -- , 0' \ \�\ \ \ % \ °'- "� 4 \ tD \ I'll : `a ..t" ... K I 11 �, I I 11 % \. \_ 11 \ \ - a1 _ \ \� . 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UC \Ci c�� aaaaaaaaaaaaaaaaaa _ , -- �.. , ;� ;, \,,\ \ >\ - 1111 ...... ........._______aa __ ____.. ........ ,,,,-.........__ _________________.............. ...... _ 1111111111111 » »,....aaaaal,l, . ~a a \ \� ` - _ - :. :~ a 1„ ,~ av1, ,- v- 1� A ,,, 11, A A K A n / A A I1 D `1b D i 'D v ~\ �.�",_ D D G. THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. H. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. I. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. M. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. N. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 0. TOLERANCES 1. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. RE: 919.83 IE: 915.08 NW IE: 914.48 S IE: 913.28 SE Fo IE: 913.03 NE P. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. Q. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP ". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. R. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. S. THE CONTRACTOR SHALL RESEED OR REPLANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO GERMINATE AS DIRECTED BY THE OWNER'S ENGINEER. oe NORTH 0 20 40 SCALE IN FEET 4 '' """""::: \\ ........I. . . 001 %t ::�:�:�:�:�:� .................................................', "' "�*************************************, ....... I.,.,.,.,.,. \ % ......................... ...... . \ .......................... ....... ................. .... I.............10 .............. .... � ... �_"%R ............ -\,&'S'-% '................, �, ,,;:N� I ........., k '..'' 1 6 �, O� , :::::::::: .. o` :��v : -- engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location C MINNESOTA ------------------------------------------- • • Cert*if ication hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. /,li Michael C.Ar*Wt Registrat b V 42661 Date: 10/12/2011 If ap blcontact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - - / -- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal /Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title GRADING PLAN Sheet No. Revision C4.01 B Project No. CH119063 SECTION A -A 1" = 2.5' 0 a 0 4 U m 0 rn U bA m 0 rn U N H U O 00 N r—I 0 N 1< N C cB 0RNA�,JlE TAB__ FENCE (SEE DETAIL C9.01) 8 CONCRETE MAINTENANCE STRIP (SEE DETAIL Cc.J.a01) u-- SEE XCAS� DETAIL C.01 0.59 (w6 8" PEREOIATE DIVA :NTILE COMPACTED STONE 3/4" M-INUS STONE 6'} DEPT,, U I U 2.0% 1. � M3 X(-RA s O EI LL 2" S-001-PAD C1E `TE T:LE I AP' --N:C MIN ;: 18-0" SECTION 13-13 1" = 2.5' 0 R N A M L__ C I A L __L N C E (SL-L- DETAIL C9,01) 18" CONCRETE MAINTENANCE STRIP (SEE DETAIL 09.01) SEE XGRASS DE,AIL C9.01 SECTION C-C ill = 2.5' COMPACT: D STONE 3/4 MINLJ STONE 6" EPT MINIMUM � O 12 PERFORATED F INTILE � 1 `Y'�' CONCRETE SO E :LL SIDEWALK 2" "-�,'. 0 EP A ------� GEOTE XTILE FABRIC : IW: � SEE G ASS DE r AIL C9.01 3 gall— B U I [__ I_) I N( WA[--I--. s � N CRE_ -E S E W A L K BUILDING `ALL ................ .... :� \ 006M k\1 RN engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location C MINNESOTA ------------------------------------------- • • Cert*ifica ion hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. Michael C. -t Registrat" .42661 Date: 10/12/2011 If ap bl e%, contact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. 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EOF XXX.X SILT FENCE ■ ■ ■SF■ ■ ■SF■ SOIL BORINGS � ��„ .`� :�..` P INLET ,\ �� � tia � \`ti \1111.````; PROTECTION DEVICE 1 � IP1 INLET PROTECTION DEVICE 2 � IP2 TEMPORARY STONE 10.48 AC± CONSTRUCTION ENTRANCE 10.39 AC± BIO -ROLL TEMPORARY SEDIMENT BASIN 4=00 SB TEMPORARY STORAGE AND PARKING AREA -as� TS TEMPORARY STABILIZATION MEASURES (SEED., MULCH, MATS OR BLANKETS AS SM OUTLINED IN THE SWPPP) D , , ------------ - - - - -- ---aaa - D D - ............ ..... aaaaaaaaa as aaaaaaaaaa, .\ ' - .. \aaaaaaaa.. .......... aaaaaa,,,,,,,,,, „ . �.. ..aa aaaaaaaa aaaa ,,,,,,,,,,,,,,,,,,,, .aaaaaaa SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE - CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 5. CLEAR AND GRUB THE SITE. 6. BEGIN GRADING THE SITE. 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT -NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. --- - - - - -- - IE. 914.48 S \ \; as ,,,,,,,,,,,,,,,,,,,,,, _____ ......___..t_____�__ _..... .................. .. a aaaaaaaaaaaaaaaaa,,,,,,,,,, - - . ______ ___._. ... ..... 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AREA SUMMARY IN ACRES PAVEMENT AREA 1 0.61 AC± BUILDING AREA 10.28 AC± SEEDED AREA 10.48 AC± X -GRASS AREA 10.39 AC± TOTAL DISTURBED 11.76 AC± PRE - CONSTRUCTION IMPERVIOUS 0.00 AC± POST -CONSTRUCTION IMPERVIOUS 0.89 AC± * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS -SOIL EROSION /SEDIMENTATION CONTROL OPERATION TIME SCHEDULE EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 11900 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP -1) UNIT 6 INLET PROTECTION DEVICE (IP -2) UNIT 1 BIO -ROLL LINEAR FEET 160 EROSION BLANKET EROSION BLANKET SQUARE YARD 70 NORTH 0 20 40 SCALE IN FEET CONSTRUCTION SEQUENCE TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE AT PRECONSTRUCTION MEETING titi \ \ \Eti�.:J:•::•::•: ::ti•:: � � � tia:\ \ \ \\ �5 � "l engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location C MINNESOTA Certeification hereby certify that this plan, specificati report was prepared by me or under d• ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. 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NOTE: THE ROCK ENTRANCES SHALL BE INSTALLED �,' 0 r-1v- I I PRIOR TO THE START OF ANY SITE WORK THE ROCK r, I I C� ENTRANCES SHALL BE INSPECTED FOLLOWING EACH I E = UNDISTURBED SOIL RAINFALL. MAINTENANCE OF THE ROCK ENTRANCES OP r'-4 SHALL INCLUDE A TOP DRESSING OF NEW GRAVEL, OR xs� r_1 ��O� REMOVAL AND REPLACEMENT OF THE GRAVEL AS NEEDED., TO KEEP THE ENTRANCE FREE FROM COLLECTED MUD. - "..j I ROCK ENTRANCE DRIVE III ILT FENCE DETAIL NOT TO SCALE NOT TO SCALE n1Un-r-LUVV FMDrX1%,. MIRAFIFF101 ROAD DRAIN CASTING APPLICABILTY 0 NEENAH R-3067 0 NEENAH R-3512 I ROAD DRAIN INLET PROTECTION (IP-1) NOT TO SCALE 3SEMBLY )X - 5' MIN. (TYP.) � = >� 00 < r-l�i = Z Ln- ri2 2" X 4" WOOD FRA-POTE DROP INLET-IIIIIIIIIIIIIIIIIII`_ WITH GRATio' ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1) ===-- CROSS BRACE . .,0 III z �w �5; - M .,/- WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 3011 ON CENTER (SEE NOTE 1) SECURELY FASTEN OVERI ENDS OF SILT FENCE MA7 TO ADJACENT STAKES W THREE WIRE TIES OR OTI FASTENERS POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE., 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 3011) WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 811 OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC,, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER., THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. SILT FENCE INLET PROTECTION (IP-2) NOT TO SCALE 1211 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 1211 PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 4"-6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT., PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3"OVERLAP. STAPLE THROUGH OVERLAPPED AREA., APPROXIMATELY 12"APART ACROSS ENTIRE BLANKET WIDTH. 6. PLACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. NOTES: 1. IN LOOSE SOIL CONDITIONS " THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION = �.o I � .. 7:��*' �ii�.-.-:-:-:::::::::::�:.. -11�\ .a .::�:�:�, . \\,.:i:i:i:i:i::::::.:.:.:.:.:�i:.� "". , . ...... . , - . - .. X "*�:,� .:,. ::.� , . ....:: I ..., ...., ... �-� -, --I ,F, : .`.��,� �,� � '.....7, ..... :- E-02 I_ .: 1-�!. .... 11. I 1 01/12 EROSION CONTROL BLANKET .-.--. I NO SCALE innovation beyond design - � I EROSION CONTROL BLANKET NOT TO SCALE .j -'**-- SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" MIN--\ L T-O" MIN --\ GROUND SURFACE 12" MIN COMPACTED EMBANKMENT 8'x 8'MIN OR AS MATERIAL (TYP.) a REQUIRED TO -mm-- 3:1 OR FLATTER CONTAIN WASTE CONCRETE SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE., AT THE WASHOUT AREA., AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6. AT THE END OF CONSTRUCTION., ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED., THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. CONCRETE WASHOUT AREA NOT TO SCALE - . _.... ..----.------- IN PLASTIC OR POLYESTER NETTING BIOROLL NOT TO SCALE POINT 111311 -GENERAL EROSION NOTES: - 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND., WHERE POSSIBLE., MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL X. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR TOPOGRAPHIC SURVEY PREPARED BY - DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION., THEY SHALL HAVE MADE., AT THEIR ., A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. . PLAN-ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP1S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED., IS APPROVED BY ALL AUTHORITIES, THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT. 9. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 10. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR RE TED ET NDM TBEIVINTNED N TET TME . 11. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE., ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 12. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA., EMPLOYEE PARKING AREA., AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 13. ALL WASH WATER (CONCRETE TRUCKS., VEHICLE CLEANING., EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 14. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND., AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. 15. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 16. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 17. SOLID WASTE: COLLECTED SEDIMENT., ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 18. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED,, INCLUDING SECONDARY CONTAINMENT., TO PREVENT SPILLS., LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 19. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN., AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 20. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED., WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING (SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. 21. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 22. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 23. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 24. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 25. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 26. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 27. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY., THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. a AINTENANCE NOTES, ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN., AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL SILT FENCES MUST BE REPAIRED., REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE 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 PART IV.D. OF THE GENERAL PERMIT). 3. SURFACE WATERS., INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL., REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED., REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL., REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED D SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE., WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART II.B.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION., AND A NOT HAS BEEN SUBMITTED TO THE MPCA. 6. 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 (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. .. "\�\" ... \\ .... \ '� . ....... \ ... ......... :��iii$N\�:, :ii::, ...... , . . . _............, .... . . � \\\\\ ............................. 1,11 ....... ********************** \0 """"""" �****** ........ \ """"""' \................................................�I 1\1 ...... .......................... ...... ......................... ...... & .......................... ....... ................. .... 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I.. ....... � �' I IN 11 �, , , I 1110 I \\\I- \\-% w, � \000- �, vllal' ,\1 IS __ WIN engineering surveying plannIng energy 14800 28th Ave. N., Ste 140 Rpouth, Minnesota 55447 V63) 476.6010 telephone V63) 476-8532 facsimile www.mfra.com Claient CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH., GA 30101 P ect PRIMROSE SCHOOL OF = = a Location CHANHASSE MINNESOTA ------------------------------------------- a a Cert*if ica ion I hereby certify that this plan, specificati report was prepared by me or under d" ect supervision and that i am a duly lic s professional ENGINEER under t f the state of Minnesota. �� _.00��� Michael C. - t Registra " .42661 Date: If ap bl , e%, contact us for a wet signed copy of this PI h is available upon request at MFRA,, Inc.,, h1v MN office. -- - ----------------- � Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 ---------------------- a a Revision Helstory No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet T*Itle EROSION AND SEDIMENT DETAILS a a Sheet No. Revision 0 Projeect No. CH119063 EXTEND WIRE FENCE �\,. **-, A MIN. OF 3" INTO �'/ **. \ �� GROUND EXTEND SILT FENCE �, *.-,-*�//� >% .N .. .. MATERIAL A M IN. OF 1), 1. V-0" INTO GROUND /11. / SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 3011 ON CENTER (SEE NOTE 1) SECURELY FASTEN OVERI ENDS OF SILT FENCE MA7 TO ADJACENT STAKES W THREE WIRE TIES OR OTI FASTENERS POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE., 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 3011) WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 811 OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC,, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER., THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. SILT FENCE INLET PROTECTION (IP-2) NOT TO SCALE 1211 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 1211 PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 4"-6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT., PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3"OVERLAP. STAPLE THROUGH OVERLAPPED AREA., APPROXIMATELY 12"APART ACROSS ENTIRE BLANKET WIDTH. 6. PLACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. NOTES: 1. IN LOOSE SOIL CONDITIONS " THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION = �.o I � .. 7:��*' �ii�.-.-:-:-:::::::::::�:.. -11�\ .a .::�:�:�, . \\,.:i:i:i:i:i::::::.:.:.:.:.:�i:.� "". , . ...... . , - . - .. X "*�:,� .:,. ::.� , . ....:: I ..., ...., ... �-� -, --I ,F, : .`.��,� �,� � '.....7, ..... :- E-02 I_ .: 1-�!. .... 11. I 1 01/12 EROSION CONTROL BLANKET .-.--. I NO SCALE innovation beyond design - � I EROSION CONTROL BLANKET NOT TO SCALE .j -'**-- SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" MIN--\ L T-O" MIN --\ GROUND SURFACE 12" MIN COMPACTED EMBANKMENT 8'x 8'MIN OR AS MATERIAL (TYP.) a REQUIRED TO -mm-- 3:1 OR FLATTER CONTAIN WASTE CONCRETE SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE., AT THE WASHOUT AREA., AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6. AT THE END OF CONSTRUCTION., ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED., THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. CONCRETE WASHOUT AREA NOT TO SCALE - . _.... ..----.------- IN PLASTIC OR POLYESTER NETTING BIOROLL NOT TO SCALE POINT 111311 -GENERAL EROSION NOTES: - 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND., WHERE POSSIBLE., MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL X. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR TOPOGRAPHIC SURVEY PREPARED BY - DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION., THEY SHALL HAVE MADE., AT THEIR ., A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. . PLAN-ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP1S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED., IS APPROVED BY ALL AUTHORITIES, THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT. 9. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 10. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR RE TED ET NDM TBEIVINTNED N TET TME . 11. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE., ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 12. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA., EMPLOYEE PARKING AREA., AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 13. ALL WASH WATER (CONCRETE TRUCKS., VEHICLE CLEANING., EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 14. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND., AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. 15. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 16. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 17. SOLID WASTE: COLLECTED SEDIMENT., ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 18. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED,, INCLUDING SECONDARY CONTAINMENT., TO PREVENT SPILLS., LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 19. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN., AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 20. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED., WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING (SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. 21. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 22. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 23. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 24. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 25. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 26. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 27. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY., THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. a AINTENANCE NOTES, ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN., AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL SILT FENCES MUST BE REPAIRED., REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE 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 PART IV.D. OF THE GENERAL PERMIT). 3. SURFACE WATERS., INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL., REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED., REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL., REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED D SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE., WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART II.B.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION., AND A NOT HAS BEEN SUBMITTED TO THE MPCA. 6. 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 (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. .. "\�\" ... \\ .... \ '� . ....... \ ... ......... :��iii$N\�:, :ii::, ...... , . . . _............, .... . . � \\\\\ ............................. 1,11 ....... ********************** \0 """"""" �****** ........ \ """"""' \................................................�I 1\1 ...... .......................... ...... ......................... ...... & .......................... ....... ................. .... I ....... .............. .... ....... \ ............. .... ...... .. ................... -- "" ........ IN � ... �-"�,1R`-.-.-.-.-.-...:.. "I & - , - I I ......... � I "I I "' \\\\\\\\\\ ..... ZEN I" N� I \ I " "" F 1%%lbo 11 � I ` `�i����i`� \ . _ ,:: ", NN ,,\\,\\x\ .�, � -1 I 1�1 ISO \\g" ,�,,W .......'.7 "' ... I .... ...... ...." \ I ...... I I . I . � , ; , Nv\�\\��, :: � - - -, _N .. I "I '�'� .. �\%N_ � C , 7: . ; �Z�%N, INNIN '\\'\ ` :::::::. "I N% - I I ....... N% 01N INN 0\ I 4411 ,:::' ISO* � . %N� N .\.\--\\\\\\\\!,0� I 10 RON N , 'N N I ......... I.. ....... � �' I IN 11 �, , , I 1110 I \\\I- \\-% w, � \000- �, vllal' ,\1 IS __ WIN engineering surveying plannIng energy 14800 28th Ave. N., Ste 140 Rpouth, Minnesota 55447 V63) 476.6010 telephone V63) 476-8532 facsimile www.mfra.com Claient CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH., GA 30101 P ect PRIMROSE SCHOOL OF = = a Location CHANHASSE MINNESOTA ------------------------------------------- a a Cert*if ica ion I hereby certify that this plan, specificati report was prepared by me or under d" ect supervision and that i am a duly lic s professional ENGINEER under t f the state of Minnesota. �� _.00��� Michael C. - t Registra " .42661 Date: If ap bl , e%, contact us for a wet signed copy of this PI h is available upon request at MFRA,, Inc.,, h1v MN office. -- - ----------------- � Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: --/-- Phase: FINAL Initial Issued: 10/12/2011 ---------------------- a a Revision Helstory No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet T*Itle EROSION AND SEDIMENT DETAILS a a Sheet No. Revision 0 Projeect No. CH119063 « 40 \ w« \ � � t m� -_ �~� .' � . m� / 1�.� FD0 T��ETLA�Q BUFFER 3T�I P ~- ' -- _~ _ ~_ m� -~m� _~ / . ' -- ' -~ -- . -~~~~~~m� io 4%� � ^ � ' ~ ^ � � 4� DO�JNSPOU � �.� 6 ���T � ����T �- C�NE�� � 0 . ��� � � � ��� .� � ������ � /��on� . -� �^� �' \ � � CO . � . ~� � . ^~. � * ^^ _~..~'~ . ���� 20 LF-4 ~� �� '� � � . �� � .0% ~ � =�m^ ~� . ��� �cl | 0 A CONNEC11ON I E= 918.47 *^ 0-1 *� | n� � . r» � > � \ ` 'rn � . ~ ', . ,, . � - _ .. ._- .._ . .�� ��=��1.�� � | - --- . . � / ��� " 1. �� ��� DOWNSPOUT 4"X4" WYE 60 LF - 15 �M TEMPORARY OUTLET TO BE REMOVED, � im | El �" ��������T �" ��������T °= `'`"'''=` IE=916 �� ���� �� 1 ��� � REMO\E ��ATERIA[ FROM TEMPORAR�� OUT[[ z� � | / | i-� °� "� ' �� \ �� / / / ' ��=�1�,�� �. \ U| | \ �� � ^ ^ `� / � ^,_. 1W - 1% CONNEC11ON - 99i I F-4" Pvr. CONSTRUCT NEW F.E.S. STRUCTURE AT END IE=919.42 IE=921~25 4 DOWNSPOUT LA 1z �������� ���V� 4" � a� = DOWNSPOUT � � \ . ��� | � �����T ��|����� SCHOOL CONNECTION 444 444 SERVICE 0,11114 4" DOWNSPOUT 11% IE=917.96 CONNECTION 4" DOWNSPOUT TION IE=917.89 CONNECTION CONNEC 0 0-0-0----[""1 IE=918.18 IE=917.21 LI 6" CaEANOUT NN 12"X1 0" WYE F6 CO plo 0 0-0 IE=917.72 vv co 0 1W I .:� N- --- IE=919.40 OF CHANHASSEN SUPPRESSION 0-0 SERVICE 4" DOWNSPOUT 2" DOMES11C SERVICE 0 IE=919.08 6" SANITARY 1z _______ � EGEND PROPOSED EXISTING CURB &GUTTER STORM SEWER 0------- ��------�� SANITARY SEWER � � FORCEMA|N(SAN.) 0 FW0 I> FM VVATER��A|N U���������U *�--------/ EASEMENT ------- ------- ORA|NT|LE ---»»»-----»»»--- --- ��� ----' ��� --- GAS LINE --------u�-------- --------uo-------- ELECTRIC --------us-------- --------us-------- TELEPHONE --------UT-------- --------ur-------- FENCE UTILITY CROSSING � NORTH O 20 40 SCALE I N FEET LU � 12"X4" WYE 0 . .��~, CBMH-101 (48 of 0) CASTNG:NEENAH R-3067-\/ (OR EQUAL) rn OD OD DRAINTl[ 4, 25 LF-4" PVC DRAINTILE AT 2.0% VV K MAINTAIN 18" VERT. 1,1%% SEPARATION, TOP WM=915.0 CB-1 03 (27"0) UE CASTING: NEENAH R-2577-C (OR EQUAL) ADD 2' BARREL SEC11ON UE U1, CONE SEC11ON REMOVE NECESSARY 8 E UE UE UC IE=908.98 (FIELD VERIFY) - ------------------------------------- F-0 TU -- - ------ . .................. . ..... - ------------------- . ..... F0 UIC UC uC F0 F0 UC RE: 922.75 U Nl`-xi, U A U!� RE: 922.89 U NNN������ � " UTILITY -------' CONSTRUCTION NOTES A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN O. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS ELEVATION OF EXISTING UTILITIES ASSHOWN ON THESE PLANS IS BASED ON PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM)., --__---hh RECORDS OF THE VARIOUS UTILITY COMPANIES ANDY WHERE POSSIBLE, EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE SPECIFICATIONS. RELIED ON AS BEING EXACTOR COMPLETE. THE CONTRACTOR MUST CALL --_---'hh l. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE REQUIREMENTS. --_---'hh THE RESPONSIBILITY OFTHE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN hh ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY ATTACH ANY PIPE OR HOSE TO OR TAP WATERMA|N BELONGING TO THE CONTRACTOR, BY CALL|NG GOPHER STATE ONE CALL AT454-OOO2. VV K MAINTAIN 18" VERT. 1,1%% SEPARATION, TOP WM=915.0 CB-1 03 (27"0) UE CASTING: NEENAH R-2577-C (OR EQUAL) ADD 2' BARREL SEC11ON UE U1, CONE SEC11ON REMOVE NECESSARY 8 E UE UE UC IE=908.98 (FIELD VERIFY) - ------------------------------------- F-0 TU -- - ------ . .................. . ..... - ------------------- . ..... F0 UIC UC uC F0 F0 UC RE: 922.75 U Nl`-xi, U A U!� RE: 922.89 U NNN������ � " UTILITY -------' CONSTRUCTION NOTES A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN O. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS ELEVATION OF EXISTING UTILITIES ASSHOWN ON THESE PLANS IS BASED ON PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM)., RECORDS OF THE VARIOUS UTILITY COMPANIES ANDY WHERE POSSIBLE, EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE SPECIFICATIONS. RELIED ON AS BEING EXACTOR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY l. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE REQUIREMENTS. THE RESPONSIBILITY OFTHE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN I CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE VV|TH, OR ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY ATTACH ANY PIPE OR HOSE TO OR TAP WATERMA|N BELONGING TO THE CONTRACTOR, BY CALL|NG GOPHER STATE ONE CALL AT454-OOO2. THE CITY UNLESS DULY AUTHORIZED TOOOSO8Y THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION J. CONTRACTOR PHASES OF THIS PROJECT. THE CONTRACTOR WILL 8E HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. K ALLWATERMA|N AND SEWER MAIN (BUILDING., STORM AND SANITARY) CROSSINGS. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES., THE CONTRACTOR WILL BE SOLELY B. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, MODIFIED HEREIN. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE l. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE CITY. DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY 2. ALL SANITARY SEWER TO BE PVC SOR-35, UNLESS NOTED OTHERWISE. OF THE CONTRACTOR'S SAFETY MEASURES |N, ON OR NEAR THE CONSTRUCTION SITE. 3. ALLWATERMA|N TO BE POLY WRAPPED DUCTILE IRON CLASS 52, WITH 7.5 FEET MINIMUM COVER. G. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL 4. ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH BE RESTORED WITH G INCHES OF TOPSOIL PLACED BENEATH THE SOD. R-4 JOINTS., AND RUBBER GASKETS. H. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR PROVIDING AND 5. RIP RAP SHALL BE Mn/OOTCLASS 3. MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES., WARNING SIGNS., DIRECTIONAL SIGNS., FLAGMEN AND LIGHTS TO CONTROL THE C. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS., TRUCK SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY TRANSPORTATION STANDARDS. ENTRANCE LOCATIONS. |. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL 8E COMPLETED AS REQUIRED 8Y THE SOILS ENGINEER. THE UTILITY 8ACKF|LL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: PROFESSIONAL SERVICE INDUSTRIES INC. ADDRESS: 24Ol PILOT KNOB ROAD SUITE l38MENOOTA HEIGHTS MN PHONE: (651)646-8148 DATED: 08/23/2011 THE CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. PRIOR TO PLACEMENT OF AGGREGATE 8ASE,A TEST ROLL WILL 8EREQUIRED ON THE STREET AND PARKING AREA SU8GRAOE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF25 TONS. THE TEST ROLLING SHALL 8EAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL 8E COMPLETED |N AREAS AS DIRECTED 8Y THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OFTHE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SU8GRAOE SOILS SHALL 8E COMPLETED |N ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. RE: 918.83 IE: 915.73 RE: 923.15 RE: 919.83 IE: 915.08 NW IE: 913.28 SE -923J0 GROUND ELEVAT0N ---' ---' ---' ---' ---' ---' ---' --4)24- __22_ 20_ I -9-10.0V 1301 OF DRAIN IILL -- ---' ---' ---' SJ]_]��_U� V��_ ---' ---' ---' ---' ---' ---' ---' ---' -- �ys�/ 14- -- -- ---' ---' ---' ---' ---' ---' ---' ---' ---' ---' ---' ---' ---' ---' ---' --��12- -- DRAINTILE AND WIVI CROSSING _92325 GROUND ELEVATION ---924- 22_ 20_ -A U1 IILE 10.47 TOP OF SANITARY SEWER 10- DRAINTILE AND � CROSSING ...... .......................... ...... ......................... ...... k .......................... ....... ................ .... ...... .............. .... 100 100\11 IN 111% IRN engineering surveying plannIng energy 14800 28th Ave. N^0he, 140 Rpouth, Minnesota 55447 V630476,6010 telephone V63) 476.8532 facsimile Claient CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH., GA 30101 Project CHANHASSEN PRIMROSE SCHOOL OF Locateion , MINNESOTA ------------------------------------------- a a Cert*if ica ion 1 hereby certify that this plan, specificati V report was prepared by me or under d 7ct professional ENGINEER under t f the state of Minnesota. Michael C. t l Date: ll If ap bl e%, contact us for a wet signed copy of this PI h is available upon request at MFRA,, Inc.,, h1v MN office. Summary Oesigned:xxCs Onavvn:smm Approved:xxCs Book / Page: -/- Phase: FINAL Initial Issued: 10/12/2011 Revision �� Helstory No. Date By Submittal /ReViSion A 10/28/11 smm CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet T*Itle UTILITY PLAN Sheet No. Revision �� 0 Projeect N CH119063 1k� ~4 ;,t ;,4 ,3 4 k � k4 ;4 k �Ss......kkk ti4 ;4 M < � > 1 1k ��ktit* H C7 J U m 0 U b/.0 m 0 U U w a J m N N N D ra 00 0 N 1< N C cB h � ti•ti`1 � 1111111111` 721111 t >Z�1 Z MAINTAINED LIGHT LEVELS USING FIXTURES SHOWN ON SCHEDULE FULL CUTOFF FIXTURES FIXTURES MUST BE THE FOLLOWING: Qty Symbol Label Arrangement Description Lumens LLF Watts 4 .0 A SINGLE BRONZELITE 10502 -80 LED -NW -4 (20' high) -1 0.850 91.7 2 B BACK -BACK BRONZELITE 10502 -80 LED -NW -V (20' high) -1 0.850 91.3 2 C SINGLE BRONZELITE 10502 -80 LED -NW -3 (14' high) -1 0.850 92.3 Calculation Summary Label CalcType Avg Max Min Avg /Min Max /Min ALL AREA Illuminance 0.84 6.8 0.0 N. A. N. A. Parking Stalls Only Illuminance 1.48 3.7 1 0.2 7.40 1 18.50 DISCLAIMER This lighting plan specifies luminaires supplied by ALD. Any deviation from this plan or use of luminaires other than ALD products will require full submittal of fixture sample, drawings, and lighting plan to city, engineer and landscape architect for prior approval. These calculations are NOT valid for owner or city approval using any "non -ALD represented product" or fixtures not shown on this plan. Fixtures must be provided by ALD. Calculations have been performed with our best interpretation of the details given to us. Some differences between measured and calculated results may occur due to intolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage, temperature variations, lamp manufacturer variations, and other variables. Calculations do not take into consideration objects such as, but not limited to, trees, buildings, pavement, sidewalk, or cars. Calculation values represent horizontal (i.e. light meter facing straight up) illuminance FC levels (unless otherwise noted) . If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. ALD is not responsible for acquiring or interpreting any local lighting codes. These lighting calculations are not a substitute for independent engineering analysis by a professional engineer. t1- WALhLI lI FULL CUTOFF LED FIXTURE MOUNT HEIGHT LumNo Label Z 1 A 20 2 A 20 3 A 20 4 A 20 5 B 20 6 B 20 7 C 14 8 C 14 Decorative LED fiixture. NORTH 0 20 40 SCALE IN FEET :: ...� ............. .... ............ .... ........... X11 \ \ \44� ::......::. 5 1 \ 006M k\1 "POP RN engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA ------------------------------------------- Cert*if*icat*ion hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. 1602 Michael C. -t Registrat" .42661 Date: 10/12/2011 If ap bl e%, contact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - - / -- Phase• FINAL Initial Issued: 10/12/2011 Revision Helstory No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title PHOTOMETRIC PLAN Sheet No. Revision C7.01 B Project No. CH119063 CROSS LEVARD O1 O1 O O1 O1 O1 O1 O O1 O O1 O O1 O O1 O1 O1 O O1 O O1 O O1 O1 O O1 O O1 O O1 O1 O1 O11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _,._ __________________W r r __________________ :_ o+ o+ o+ o+ o+ o+ o+ o o+ o+ o+ o+ o o+ o o+ o o+ o o+ o+ o+ o o+ o o+ o o+ o o+ o o+ o o+ o o+ o o+ o o+ o o+ \i1 \ - � Y ....................... •"" " " " -_________-____-___________........ ...•........________________i_� • • • .. _ _____�______ - ______- • _ �__ -: __________ • __ ,CD C CD C CD C CD X - .. � _ - • •. - - - _ _ � ��aaa..»�aaa.a��aaa.��aaa.�� a aa�aa \ ........................... ' ----------------- __ - ' ` a . '__------------------ ` \ ».aa»aa\ . ..�� ` a �. � - ��� •- ......aaaaaaaaaa........................................ aaaaaaaa ..... • �ssa/. -. .» 1111 11111111i.��.........aaaaaaaaaa O /--� �aa\1a111111111»11111�11111111 .. . O O O O O O O O •~ + O O O O O O O O O ... • - _ - - S _ O � �/ O - • O � S a O O O O O O a111 11 a z z�z . 1 ......... 1 ti,a - .. . . .. \. - ` 1 a , ` 1 ,lllllllllllu ' n11111111111` Z Zzzzut ZZZZ� 1 1111111111111. T T a ZZZZZ� .1111111111111 . .111111111111a 111titzzut Z ZZ .ZZ i illl a ••\ - 1111•. - ». aaaaaaaa � - 11 as - »aa111 - � �ZZ MAINTAINED LIGHT LEVELS USING FIXTURES SHOWN ON SCHEDULE FULL CUTOFF FIXTURES FIXTURES MUST BE THE FOLLOWING: Qty Symbol Label Arrangement Description Lumens LLF Watts 4 .0 A SINGLE BRONZELITE 10502 -80 LED -NW -4 (20' high) -1 0.850 91.7 2 B BACK -BACK BRONZELITE 10502 -80 LED -NW -V (20' high) -1 0.850 91.3 2 C SINGLE BRONZELITE 10502 -80 LED -NW -3 (14' high) -1 0.850 92.3 Calculation Summary Label CalcType Avg Max Min Avg /Min Max /Min ALL AREA Illuminance 0.84 6.8 0.0 N. A. N. A. Parking Stalls Only Illuminance 1.48 3.7 1 0.2 7.40 1 18.50 DISCLAIMER This lighting plan specifies luminaires supplied by ALD. Any deviation from this plan or use of luminaires other than ALD products will require full submittal of fixture sample, drawings, and lighting plan to city, engineer and landscape architect for prior approval. These calculations are NOT valid for owner or city approval using any "non -ALD represented product" or fixtures not shown on this plan. Fixtures must be provided by ALD. Calculations have been performed with our best interpretation of the details given to us. Some differences between measured and calculated results may occur due to intolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage, temperature variations, lamp manufacturer variations, and other variables. Calculations do not take into consideration objects such as, but not limited to, trees, buildings, pavement, sidewalk, or cars. Calculation values represent horizontal (i.e. light meter facing straight up) illuminance FC levels (unless otherwise noted) . If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. ALD is not responsible for acquiring or interpreting any local lighting codes. These lighting calculations are not a substitute for independent engineering analysis by a professional engineer. t1- WALhLI lI FULL CUTOFF LED FIXTURE MOUNT HEIGHT LumNo Label Z 1 A 20 2 A 20 3 A 20 4 A 20 5 B 20 6 B 20 7 C 14 8 C 14 Decorative LED fiixture. NORTH 0 20 40 SCALE IN FEET :: ...� ............. .... ............ .... ........... X11 \ \ \44� ::......::. 5 1 \ 006M k\1 "POP RN engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA ------------------------------------------- Cert*if*icat*ion hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. 1602 Michael C. -t Registrat" .42661 Date: 10/12/2011 If ap bl e%, contact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - - / -- Phase• FINAL Initial Issued: 10/12/2011 Revision Helstory No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title PHOTOMETRIC PLAN Sheet No. Revision C7.01 B Project No. CH119063 Calculation Summary Label CalcType Avg Max Min Avg /Min Max /Min ALL AREA Illuminance 0.84 6.8 0.0 N. A. N. A. Parking Stalls Only Illuminance 1.48 3.7 1 0.2 7.40 1 18.50 DISCLAIMER This lighting plan specifies luminaires supplied by ALD. Any deviation from this plan or use of luminaires other than ALD products will require full submittal of fixture sample, drawings, and lighting plan to city, engineer and landscape architect for prior approval. These calculations are NOT valid for owner or city approval using any "non -ALD represented product" or fixtures not shown on this plan. Fixtures must be provided by ALD. Calculations have been performed with our best interpretation of the details given to us. Some differences between measured and calculated results may occur due to intolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage, temperature variations, lamp manufacturer variations, and other variables. Calculations do not take into consideration objects such as, but not limited to, trees, buildings, pavement, sidewalk, or cars. Calculation values represent horizontal (i.e. light meter facing straight up) illuminance FC levels (unless otherwise noted) . If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. ALD is not responsible for acquiring or interpreting any local lighting codes. These lighting calculations are not a substitute for independent engineering analysis by a professional engineer. t1- WALhLI lI FULL CUTOFF LED FIXTURE MOUNT HEIGHT LumNo Label Z 1 A 20 2 A 20 3 A 20 4 A 20 5 B 20 6 B 20 7 C 14 8 C 14 Decorative LED fiixture. NORTH 0 20 40 SCALE IN FEET :: ...� ............. .... ............ .... ........... X11 \ \ \44� ::......::. 5 1 \ 006M k\1 "POP RN engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA ------------------------------------------- Cert*if*icat*ion hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. 1602 Michael C. -t Registrat" .42661 Date: 10/12/2011 If ap bl e%, contact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - - / -- Phase• FINAL Initial Issued: 10/12/2011 Revision Helstory No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title PHOTOMETRIC PLAN Sheet No. Revision C7.01 B Project No. CH119063 DISCLAIMER This lighting plan specifies luminaires supplied by ALD. Any deviation from this plan or use of luminaires other than ALD products will require full submittal of fixture sample, drawings, and lighting plan to city, engineer and landscape architect for prior approval. These calculations are NOT valid for owner or city approval using any "non -ALD represented product" or fixtures not shown on this plan. Fixtures must be provided by ALD. Calculations have been performed with our best interpretation of the details given to us. Some differences between measured and calculated results may occur due to intolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage, temperature variations, lamp manufacturer variations, and other variables. Calculations do not take into consideration objects such as, but not limited to, trees, buildings, pavement, sidewalk, or cars. Calculation values represent horizontal (i.e. light meter facing straight up) illuminance FC levels (unless otherwise noted) . If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. ALD is not responsible for acquiring or interpreting any local lighting codes. These lighting calculations are not a substitute for independent engineering analysis by a professional engineer. t1- WALhLI lI FULL CUTOFF LED FIXTURE MOUNT HEIGHT LumNo Label Z 1 A 20 2 A 20 3 A 20 4 A 20 5 B 20 6 B 20 7 C 14 8 C 14 Decorative LED fiixture. NORTH 0 20 40 SCALE IN FEET :: ...� ............. .... ............ .... ........... X11 \ \ \44� ::......::. 5 1 \ 006M k\1 "POP RN engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA ------------------------------------------- Cert*if*icat*ion hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. 1602 Michael C. -t Registrat" .42661 Date: 10/12/2011 If ap bl e%, contact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - - / -- Phase• FINAL Initial Issued: 10/12/2011 Revision Helstory No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title PHOTOMETRIC PLAN Sheet No. Revision C7.01 B Project No. CH119063 Decorative LED fiixture. NORTH 0 20 40 SCALE IN FEET :: ...� ............. .... ............ .... ........... X11 \ \ \44� ::......::. 5 1 \ 006M k\1 "POP RN engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA ------------------------------------------- Cert*if*icat*ion hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. 1602 Michael C. -t Registrat" .42661 Date: 10/12/2011 If ap bl e%, contact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - - / -- Phase• FINAL Initial Issued: 10/12/2011 Revision Helstory No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title PHOTOMETRIC PLAN Sheet No. Revision C7.01 B Project No. CH119063 CU w D Ol U m 0 rn U bA m 0 rn U U 0 00 N r-I 0 N 1< N cB SS -08 05/06 NO SCALE SURMOUNTABLE CONCRETE CURB AND GUTTER NEENAH R -3067 S�o� FRAME AND COVER, OR ��`3 EQUAL, WITH TYPE DL, p�Q DR OR VANE GRATE. `L NOTES: SURMOUNTABLE CURB AND GUTTER TO BE 1. FORMED INTO A B618 TYPE CURB AT CATCH BASIN CASTING. NEENAH R- 3290 —A OR R -3510 CASTING 2. WILL FIT CURB IF CATCH BASIN FALLS IN DRIVEWAY. CATCH BASIN TO BE DEPRESSED 3. 0.17' BELOW DESIGN GUTTER GRADE. an 10' MIN. TRANSITIO TOP CURB EXPANSION JOINT 2 NO. 4 REBARS ON EACH SIDE OF CASTING 10 FOOT IN LENGTH �o o6,1- �P �O 10' MIN. TRANSITION SURMOUNTABLE 2" 4" CURB AND GUTTER EXPANSION JOINT DESIGN GUTTER LINE GRADE 23' - CATCH BASIN CASTING AND CURB DETAIL ............ ........... ......... ......... ......... :.:. McCombs Frank Roos 'T Associates, Inc. S -04 05/06 NO SCALE SANITARY SEWER SERVICE CONNECTION kwliii�i��i�iiii� McCombs Frank Roos 'T Associates, Inc. I 5' J M a a co —02 SS 05/06 NO SCALE i DUCTILE IRON THREADED PLUG FEMALE ADAPTOR 6" D.I.P. CLEAN OU T STACK S -06 05/06 NO SCALE NOTE: SEE STORM SEWER STRUCTURE SCHEDULE FOR CASTING TYPE. 24"X 36" SLAB OPENING PROVIDE 27" DIAMETER OPENING IF ROUND CASTING TO BE PROVIDED. SEE STORM SEWER STRUCTURE SCHEDULE FOR DIMENSIONS FROM BACK OF CURB TO CENTER OF STRUCTURE. DIMENSION FROM BACK OF CURB TO CENTER OF PIPE. FOR A 24" GRATE OPENING. 4' DIA. M.H. -9" IN FROM BACK OF CURB 6' DIA. M.H. -3" BEHIND BACK OF CURB 8' DIA. M.H. -15" BEHIND BACK OF CURB FULL BED OF MORTAR BETWEEN, AND A 6" COLLAR ON THE OUTSIDE OF THE RINGS. MINIMUM OF 2, MAXIMUM OF 4 CONCRETE ADJUSTING RINGS. PRECAST REINFORCED CONCRETE SLAB THICKNESS: 6" FOR 42" TO 48" DIA. 8" FOR 54" TO 102" DIA. 12" FOR 108" TO 120" DIA. ALL JOINTS IN MANHOLE TO HAVE "0" RING RUBBER GASKETS. PRECAST CONCRETE MANHOLE SECTIONS. MANHOLE STEPS NEENAH R1981 J OR EQUAL, 16" O.C.— ALUMINUM STEPS APPROVED. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE INSIDE. MINIMUM SLAB THICKNESS 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14' AND REINFORCE WITH 6 "X699 10/10 MESH. CONCRETE Y q• y' '' °a •M1 PLACE CASTING R -1976 OR APPROVED EQUAL ON CLEANOUTS IN PAVED AREAS FINISHED GRADE 3" MINIMUM 450 LONG RADIUS BEND :::::::: McCombs Frank Roos Associates, Inc. XX" (DIP OR PVC) WYE NOTE: CLEANOUT FITTINGS, INCLUDING THE WYE AND STACK SHALL BE DUCTILE IRON, ONLY IF THEY ARE PLACED IN PAVED AREAS. Ifta 1961 Pt_C 1611-12 11 2k0 14 no McCombs Frank Roos 'T Associates, Inc. .:.::. ::::............ X. .... ::: . .... .... .... ..... raordinary _urY. ... ... :.;; . Xtraordinary Service. .. . ...... ..... ;Grass (� S off iII T1,,1 SotPadi "" 2" PAD C F H UP TO 0' COMPACTED STONE (3/4" MINI IS STONE 6' DEEPr 24" STAKE GEOTEXTILE (OPTIONAL) COMPACTED SOIL XG RASS 210 HOWELL DRIVE DALTON, GA 30721 TOLL FREE: 1- 877 - 881 -8477 www.xgrass.com ALTERNATIVE FASTENING NOTES: 1, CFH W CRITICAL FALL HEIGHT 2. INSTALLATION TO BE COI'VIPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTUIRER`S SPEC IF- ICsATIONS. 4. CONTRACTOR'S NOTE.: FOR PRODUCT AND COMPANY INFORMATION VISIT w-ww.CADdotalls.coI -n /into REFERENCE NUMBER 4272 -002. XGrass@ PLAY CROSS SECTION 4272-002 PROTECTED BY COPYRIGHT ©2011 CADdetails.com LTD. J M a Ir a 8 -7/8" 7 -5/8" W. 3" TOP SECTION 5 -3/4" I� 1-1/2 J M > " 7" 8-1/89 EXTENSIONS J M a > 7" MIDDLE SECTION 9- 7/16" 7 -3/4" ern W M 7 N 8 -1 r 14 -3/4" 17-1/4 NO. 6 ROUND BASE W -05 05/06 NO SCALE CURB RS ;ARD REVISION DATE 1 10 -7/2011 www.CADdetails.com GATE VALVES UP THROUGH 12 INCHES IN SIZE SHALL BE IRON BODY, BRONZE MOUNTED, DOUBLE —DISC, PARALLEL SEAT TYPE VALVES CONFORMING TO THE REQUIREMENTS OF THE AWWA SPECIFICATIONS C -500 FOR WORKING PRESSURE OF 175 PSI. "O —RING" CONSTRUCTION SHALL BE USED THROUGHOUT. ALL VALVES SHALL CLOSE BY TURNING IN A CLOCKWISE DIRECTION. VALVE BOXES SHALL BE THREE PIECES, ADJUSTABLE, SCREW TYPE BOXES, TYPE "F" (63"-851* EXTENSIONS) WITH A 5-1/4" SHAFT SIZE. BASE SIZES SHALL BE AS FOLLOWS: 6" AND 8" VALVES NO. 6 ROUND 10" AND 12" VALVES NO. 160 OVAL THE WORD "WATER" SHALL BE IMPRINTED ON EACH LID. VALVE BOXES TO BE SIMILAR TO MUELLER 10378, CLOW F -2d50 OR E -3002 OR EQUAL. VALVE BOX q DROP LID WATER TYLER 6860 -6865 2" 7 -3/8" MUELLER H -10361 BIBBY B -5160 4" 5 -3/4 7 -1/8 TYLER N0. 589 59 & 60 MUELLER N0.58 &59 BIBBY N0. 579 589 59 & 60 GATE VALVE BOXES ARE 3 PIECE, 5 -1/4" SHAFT GATE VALVE AND BOX INSTALLATION FINISHED GRADE ADJUST TOP TO 1/2 e ;R a 8" CONCRETE BLOCK McCombs Frank Roos Associates, Inc. 7' 11-1/2" BELOW BIT. GRADE OR 1" BELOW U FINISHED BOULEVARD GRADE, AND SHALL M BE SET SO AS TO Z PROVIDE 12" OF UPWARD w ADJUSTMENT. COLOR BLACK N r` w � co I ENTER VALVE BOX 3/4" x 16ga. PICKET OVER OPERATING NUT. LO ATE VALVE — RESILIENT WEDGE TYPE OR APPROVED EQUAL. �M EGALU G BRACKET e ;R a 8" CONCRETE BLOCK McCombs Frank Roos Associates, Inc. 7' 11-1/2" RIBBED CHANEL RAIL 1 jVX 1 1 X 14go. COLOR BLACK 2 r x 12ga. POST COLOR BLACK N w � co I 3/4" x 16ga. PICKET I COLOR BLACK LO BX112 END BRACKET �► M z N Y a x EMBEDDED GATE POSTS INTO CONCRETE FOOTING ORNAMENTAL FENCE 2» 49-1-1/2" 2" RIBBED CHANEL RAIL 1 jrX 1 1 X 14ga. LO COLOR BLACK • 2 r x 12ga. POST COLOR BLACK GATE HARDWARE: SGXSX25 COLOR BLACK 3/4" x 16ga. PICKET cio w COLOR BLACK 1 314" x 14ga. GATE END x Z_ N s EMBEDDED GATE POSTS INTO t CONCRETE FOOTING ORNAMENTAL GATE NO SCALE 1��� ....... ...... . . . ` � \ pxs, MOM 00 X®R and . engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location HANHASSEN of MINNESOTA Cert*ifica ion hereby certify that this plan, specificati report was prepared by me or under d' ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. Michael C. -t Registra .42661 Date: 10/12/2011 If ap ble%, contact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - - / -- Phase: FINAL Initial Issued: 10/12/2011 Revision Helstory No. Date By Submittal / Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.01 B Project No. CH119063 �u w 0 d, U m 0 U b/A m 0 M U N H U O N r-I 0 N 1< N cB 1/2" R 3" R 6" 1/2" R I 1 3 N C° SLOPE 3/4" P FT. 2" 2" " I r` N P.�. `.- A MINIMUM OF 4 OF CLASS 5 .. . n. a CIO, SHALL BE PLACED BELOW THE CURB. 6 6" 8" 12" )L2 #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE 1/2" " c r C -01 A 06/06 NO SCALE 1/z° R 2 #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE 6612 CONCRETE CURB AND GUTTER .......... ... . ....... . .......... .......... .......... .......... .... ........... X : McCombs Frank Roos Associates, Inc. ENSURE POSITIVE DRAINAGE FROM SURFACE TOP OF MAINTENANCE STRIP SHALL BE 1" ABOVE FINISH GRADE 1" RADIUS — FENCE POST r__ #4 REBAR 3/4" DEEP CONTROL JOINT w I N ti . \.s;�7tC. t;�'tt :s"'"t �2• •; s"'"t. 7z :'i+•:• •: st4 ;, , � -\ � COMPACTED SUBGRADE 18" SECTION POST CONTROL JOINT CUT TO 3/4" DEPTH AT EACH POST ?A z I I #4 REBAR PLAN 18° CONCRETE MAINTENANCE STRIP NO SCALE STANDARD DUTY PAVEMENT ........... ............. ... ........ ................... ..................... ............... ................................ ........................... ............................ . ...... ........................... ...... .... . ....... ....... ..' McCombs Frank Roos Associates, Inc. 1.5" BITUMINOUS WEAR COURSE, MN /DOT LVWE 45035 B* 2.5" BITUMINOUS BASE COURSE, MN /DOT LVNW 35035 B* 9" CLASS 5 OR CLASS 7 (100% CRUSHED) AGGREGATE BASE, MN /DOT 3138* \ 12" COMPACTED APPROVED SUBGRADE 1.5" BITUMINOUS WEAR COURSE, MN /DOT LWVE 45035 B* 2.5" BITUMINOUS BASE COURSE, MN /DOT LVNW 35035 B* A - ------ - ------ � ------- ------- 9° CLASS 5 OR CLASS 7 (100% CRUSHED) AGGREGATE BASE, — � MN /DOT 3138* HEAVY DUTY PAVEMENT 12" COMPACTED APPROVED SUBGRADE CONCRETE PAVEMENT 7" CONCRETE — 49000 PSI 8" CLASS 5 OR CLASS 7 (100% CRUSHED) AGGREGATE BASE, MN /DOT 3138* 12" COMPACTED APPROVED SUBGRADE NOTES: 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION ", AND ALSO THE REQUIREMENTS OF THE OWNER'S SOIL ENGINEER. 2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3. MN /DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. 4. RECYCLED BITUMINOUS WEAR COURSE MIX WILL NOT BE ALLOWED. STRT -04 11/08 PAVEMENT SECTIONS NO SCALE \VN McCombs Frank Roos Associates, Inc. MINIMUM 6" OF- COMPACTED SAND PROPOSED SEWER 3" STYROFOAM INSULATION TRANSITION TO SPECIFIED DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER NOTE: INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE INSULATION SHALL OVER LAP AT JOINTS BY MIN. OF 12" Of WATERMAIN /STORM SEWER CROSSING REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 2204 FILE NAME: G: ENG SPECS 2204 1' -0" - 51-011 2% SLOPE (TYP)� 4" CONCRETE W/ BROOM FINISH (TYP) 4" SAND BASE B6 —XX CONC. CURB & GUTTER ...... ..... . ................. ................. ................. C -13 CONCRETE SIDEWALK: 06/06 SECTION BEHIND CURB & GUTTER McCombs Frank Roos NO SCALE Associates, Inc. VARIABLE HYDRANT Li I� Li 'o a_ 'Fq 1 k NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CITIOF CONCRETE SIDEWALK REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME G: ENG SPECS 5214 5214 —14 C 05/06 NO SCALE rAILI 5' MIN. WIDTH 4 P .C. CON RETE* 2.09 4" SAND SECTI ON "A—A" GENERAL NOTES FOR CONCRETE CONSTRUCTION: THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF MN /DOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION ". SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC. *THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF INCHES AT DRIVEWAY CROSSINGS. CONCRETE SIDEWALK DETAIL ............................ : :: ::: :: McCombs Frank Roos Associates, Inc. ......................... :::. ....... \ MOM "FAFF 00 X®R and . engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA . Cert*ifica ion hereby certify that this plan, specificati report was prepared by me or under d• ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. loop Michael C. -t Registra .42661 Date: 10/12/2011 If ap ble, contact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - - / -- Phase: FINAL Initial Issued: 10/12/2011 Revision H istor No. Date By Submittal /Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.02 B Project No. CH119063 1.0' NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE PARKING MOUNTED AS LO SHOWN. VEHICLE ID REQUIRED UP TO $200 FINE LO FOR VIOLATION rri STANDARD MNDOT SIGN NO. R7.8A 4" x 4" STEEL x TUBE (SEE SIGN M DETAILS THIS SHEET) Ui N 6 "O SCH. 40 STEEL 0 ., PIPE —FILL WITH Ui ° CON C. rri PAVING ONE WRAP OF #30 ROOFING FELT -__ - -- _ _ p __ - -- ti .' 1.5' GRANULAR BASE6' CONCRETE iU') N O M -02 REV. 10/08 ACCESSIBLE PARKING SIGN ♦:::::: ... McCombs Frank Roos NO SCALE Associates, Inc. ENSURE POSITIVE DRAINAGE FROM SURFACE TOP OF MAINTENANCE STRIP SHALL BE 1" ABOVE FINISH GRADE 1" RADIUS — FENCE POST r__ #4 REBAR 3/4" DEEP CONTROL JOINT w I N ti . \.s;�7tC. t;�'tt :s"'"t �2• •; s"'"t. 7z :'i+•:• •: st4 ;, , � -\ � COMPACTED SUBGRADE 18" SECTION POST CONTROL JOINT CUT TO 3/4" DEPTH AT EACH POST ?A z I I #4 REBAR PLAN 18° CONCRETE MAINTENANCE STRIP NO SCALE STANDARD DUTY PAVEMENT ........... ............. ... ........ ................... ..................... ............... ................................ ........................... ............................ . ...... ........................... ...... .... . ....... ....... ..' McCombs Frank Roos Associates, Inc. 1.5" BITUMINOUS WEAR COURSE, MN /DOT LVWE 45035 B* 2.5" BITUMINOUS BASE COURSE, MN /DOT LVNW 35035 B* 9" CLASS 5 OR CLASS 7 (100% CRUSHED) AGGREGATE BASE, MN /DOT 3138* \ 12" COMPACTED APPROVED SUBGRADE 1.5" BITUMINOUS WEAR COURSE, MN /DOT LWVE 45035 B* 2.5" BITUMINOUS BASE COURSE, MN /DOT LVNW 35035 B* A - ------ - ------ � ------- ------- 9° CLASS 5 OR CLASS 7 (100% CRUSHED) AGGREGATE BASE, — � MN /DOT 3138* HEAVY DUTY PAVEMENT 12" COMPACTED APPROVED SUBGRADE CONCRETE PAVEMENT 7" CONCRETE — 49000 PSI 8" CLASS 5 OR CLASS 7 (100% CRUSHED) AGGREGATE BASE, MN /DOT 3138* 12" COMPACTED APPROVED SUBGRADE NOTES: 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION ", AND ALSO THE REQUIREMENTS OF THE OWNER'S SOIL ENGINEER. 2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3. MN /DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. 4. RECYCLED BITUMINOUS WEAR COURSE MIX WILL NOT BE ALLOWED. STRT -04 11/08 PAVEMENT SECTIONS NO SCALE \VN McCombs Frank Roos Associates, Inc. MINIMUM 6" OF- COMPACTED SAND PROPOSED SEWER 3" STYROFOAM INSULATION TRANSITION TO SPECIFIED DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER NOTE: INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE INSULATION SHALL OVER LAP AT JOINTS BY MIN. OF 12" Of WATERMAIN /STORM SEWER CROSSING REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 2204 FILE NAME: G: ENG SPECS 2204 1' -0" - 51-011 2% SLOPE (TYP)� 4" CONCRETE W/ BROOM FINISH (TYP) 4" SAND BASE B6 —XX CONC. CURB & GUTTER ...... ..... . ................. ................. ................. C -13 CONCRETE SIDEWALK: 06/06 SECTION BEHIND CURB & GUTTER McCombs Frank Roos NO SCALE Associates, Inc. VARIABLE HYDRANT Li I� Li 'o a_ 'Fq 1 k NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CITIOF CONCRETE SIDEWALK REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME G: ENG SPECS 5214 5214 —14 C 05/06 NO SCALE rAILI 5' MIN. WIDTH 4 P .C. CON RETE* 2.09 4" SAND SECTI ON "A—A" GENERAL NOTES FOR CONCRETE CONSTRUCTION: THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF MN /DOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION ". SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC. *THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF INCHES AT DRIVEWAY CROSSINGS. CONCRETE SIDEWALK DETAIL ............................ : :: ::: :: McCombs Frank Roos Associates, Inc. ......................... :::. ....... \ MOM "FAFF 00 X®R and . engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA . Cert*ifica ion hereby certify that this plan, specificati report was prepared by me or under d• ect supervision and that i am a duly lic s professional ENGINEER under t of the state of Minnesota. loop Michael C. -t Registra .42661 Date: 10/12/2011 If ap ble, contact us for a wet signed copy of this pl h is available upon request at MFRA, Inc., th, MN office. 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I . : � I - 1� - - - a ,. 11. \. .; I 4 I tD -11"N , ", ,�� ", - I:L��;�� , , , "��, In . LANDSCAPE LANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME SIZE ROOT IQTY• ' .. . . ... . ... I DECIDUOUS TREES HIGHLAND SOD + + + + + ROADSIDE TURFGRASS MIX MNDOT 260 + + + + + ALL AREAS DISTURBED BY CONSTRUCTION NOT FORTIFIED WITH FORBES = HL Gleditsia triacanthos inermis 'Shademaster' SHADEMASTER HONEYLOCUST „ 3 BB 5 I- 0 Of var. 0 > 0 BL Acer rubrum 'Olson' NORTHFIRE MAPLE 3" BB 9 z Of °a LLJ J H a, Celtis occidentalis HACKBERRY 3" BB 4 a Of Cn ORNAMENTAL TREES RB Betula nigra RIVER BIRCH 1.5" BB - = � U 00 » w U SB Syringa reticulata JAPANESE TREE LILAC 1.5 BB 3 J �� Q� F-0 SS Malus x 'Spring Snow' SPRING SNOW CRABAPPLE 1.5" BB 3 U' z EVERGREEN TREES BH O Picea glauca var. Densata BLACK HILLS SPRUCE 6' BB - :w FP r-,) o C:) LL_ CB Picea pungens COLORADO BLUE SPRUCE 6' BB - i 0 =) 0 �\ %I II / /// w SP ok ," = Pinus niagra AUSTRIAN PINE 6' BB - 11 I V0 QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. SCALE 1 " = 209 SEED MIX LEGEND SYM. TYPE SEED MIX ' .. . . ... . ... I SOD HIGHLAND SOD + + + + + ROADSIDE TURFGRASS MIX MNDOT 260 + + + + + ALL AREAS DISTURBED BY CONSTRUCTION NOT FORTIFIED WITH FORBES + + + INTENDED TO BE SODDED, OR RETENTION BASINS N OTES: 1. SHREDDED BARK MULCH TYPICAL IN ALL SHRUB AND GROUND COVER AREAS. MULCH TO COMPLY WITH MNDOT TYPE 5 OR 6 MULCH SPECIFICATION. 2. ALL SOD AND LANDSCAPED AREAS TO BE IRRIGATED, SEE SHEET L2.01 FOR MORE INFORMATION. NORTH D D - v 222„ 1111tititititiZtitititi\ ZZ \ \���titi�ZZ,,,,111111tititititititi \\ titi'\ ZZtiti��titi�ZZ,,,,, 11111titiltititititititititi\ ZZZZZZZZZ4Z„ titititititi111titititititittitititi \ZZZZZZZZZZZZ,,,,Zti111titititititititi - \ZZZZZZZZZZ ,,,,,11111tititititititi DD . ' , _ - . - -- � ' 1L .ti..1L .ti. 1L .ti. ..`.`... - -1L •ti` \_ 1 . 1 ,. I I • . - • _ .. a, w 'pD - ;i 4 SEED MIX(TYP.) � , 11 p �\ �`' ' ' ti; • p• . � v p DV V D ;' 11 . D w (''D . w �% v V .M m 11 \ o !R % _ ♦ N - - - - " - - - - -- �' �� �� 2 : I ' � : : . , : PANINC DETAIL , I I : : . : : . L -1.02 11. I . : : : : 4 HARDWOOD ULI I I T. . \I ' I. :BLACK METAL EDGING . � � � .111..� - I : : : . 1. �: : : : : :" 1. . � I �� : �% . I . I � 11, : : SOD (TYP.•) ., � I . : DD DD --���� �� DD DD I � N__ '*��- , '_ S (TYP.) "z ;,, 1 -------- .__-� --------- P -- p p ,� D -`� _-_ D D PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI -Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 9. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON -SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS, AND 3" FOR PERENNIAL /GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 10. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. 12. LONG -TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 13. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTANED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S EXPENSE. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 15. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT 454 -0002 (TWIN CITIES METRO AREA) OR 800 - 252 -1166 (GREATER MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 16. USE ANTI - DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 17. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MN /DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10 -0 -10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING IT INTO THE TOP 12" OF SOIL. 18. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 19. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 20. SEASONS /TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF- SEASONS ENTIRELY AT HIS /HER RISK. DECIDUOUS POTTED PLANTS: APRIL 1 -JUNE 1; AUG. 21 -NOV. 1 DECIDUOUS B&B: APRIL 1 -JUNE 1; AUG. 21 -NOV. 1 EVERGREEN POTTED PLANTS: APRIL 1 -JUNE 1; AUG. 21 -OCT. 1 EVERGREEN B&B: APRIL 1 -MAY 15; AUG. 21 -SEPT. 15 TURF /LAWN SEEDING: APRIL 1 -JUNE 1; JULY 20 -SEPT. 20 NATIVE MIX SEEDING: APRIL 15 -JULY 20; SEPT. 20 -OCT. 20 21. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE- SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THOUGHOUT THE GUARANTEE PERIOD. 22. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 23. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. 24. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. 25. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 26. ALL DISTURBED AREAS TO RECEIVE NATIVE WETLAND SEEDED, ARE TO RECEIVE ENGINEERED SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. ,��� k.:k*., .%.X...k�.:.*..-.;...:.�.X..-.<.�.:.. .. .-. < ..:. :-<. x-: *" 4 '1 .\ ........ 6 ............... "\N 'N N � : : :: :: :: �.::: :::::::::: ::::: 6 1111111 I \, 1 , , \ "I \� engineering surveying planning energy 14800 28th Ave. N., Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone (763) 476.8532 facsimile www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location C MINNESOTA --------------------- . Cert*ifica ion hereby certify that this survey, plan or r r as prepared by me or under my direct s vi i n and that I am a duly Licensed LAND ARCHITECT under the laws of t of Minnesota. JAMES A. Registra ' .45071 Date: 11/11/2011 This tific ion is not valid unless wet signed in blue in licable, contact us for a wet signed copy of vey which is available upon request at MFRA, ., Plymouth, MN office. Summary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - - / -- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal /Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title SITE LANDSCAPE PLAN Sheet No. Revision L1.01 B Project No. CH119063 a U 0 z a J J m 0 rn U W m 0 U U a J m E Ln 00 N 0 N 1< N cB 1 Ll.o a \ E2L2S svi 13 KFG 9 BDL 1.0 , • • \ • -. ---- ------------- ...... ... .. --------- ...... ...... ----- . . . . . .......... : \ ..... ------------- ------- \ ----- ----------- -- --- ------ - --- --------- .... --------- • 1 ; , e , D 8 ------------ -::'' ----- :.'..:.'..:.'.. ------ ................ ........ ............... ------------------------------ ............. ------- ............... ---------- \ e ; \ \ \ , B B `.a \ 2 D , D: DD •D -6 -- D MA H I NE ------ ----- ---------- - ----- ............... ------------------- - -------------------------- . .............. ------ ........... ................................................................................................................................ ........................ 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'\ \ % 1> Rte•'' \ CP 4 [)KL av �•z. _ : \ i' \ i \ , "" \ '___ i \ z � 5 ...... ------ --------------- ------------- ---------- ............ .... 1 r 4 ate, ICY U - \. >•, V X14 \: �1�� \ \\ \ \ \ \ \ \ \ \ \\ % �............ > U E \ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \ \ \\ \ \ \ \ \\ \\ \ \ \ \ \\ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ t' : \\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ % \. \ _• \\\\ \ \ \ \ \ \ \ \4 AWS D KL B DL \ \ \\ \�� ;\ \� ;\ \ \, tiff... . \ \ \�� \, \ 0 FO � \. � � , < �.,:,� � •.� �' \ \ \ \a. +4 —FL-- I I I I I I ...�� a ` I I I 4..,_ I \� . »..__.._........ \3 \\ 3ti \ \3�4 \ \3 \titi\ _C...... U C U C U C FO \ ��\ ................... ........................... F.O....... — -------- ----------------- ................... 3 BAST SIDE LANDSCAPE PLAN 0 L1.02 -\ \ \ �. --------- - -- \ , G LS :\ \ i\ r 4:• �� ;ti 1 \ L \ -------------- �2 -------------- \ ..ti •\. `, ... , �. ,4„ ...... ............... ________._______ t ........ ? `l , \ 1 . 1 •1 1• 1 a�• -1 141 % 1 1 `,1' 1' 1 zr ------------ V/1 ------------------------------------ ------ ---.-.-.-.-.-.-. . -.--.--.--.--.--. ----------------- - ---------------- \ \ \ . \ v l , `: �1 \4 ................ , 1 1 ........ ........... , \ .......... .... . L ' , . 1 \ \ \. ------ , , 4 ..l' ♦ ....................... .. \ 1 : FG`a. 50 4<. \ t100ooP M� .... •�:� � AWS � � `� . 14� \ , `vv 4 Ll.o MAIN ENTJPL%IANCE P 0 10 20 30 NORTH 8" 2 —PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST— 3 REQUIRED AT 1200 BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP &ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. DECIDUOUS TREE PLANTING DETAIL ANOT TO SCALE 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND /OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOE' I OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GRE REMOVE ALL BURLAP AND NAILS FROM 1 /3 OF THE BALL. REMOVE ALL TWIN 5. PLUMB AND BACKFILL WITH BACKFIL SOIL. 6. WATER TO SETTLE PLANTS AND FILL VOIDS. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. 8. PLACE MULCH WITHIN 48 HOURS 0 THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. CONIFEROUS TREE PLANTING DETAIL L NOT TO SCALE SCALE 1 " = 10' NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY— 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 -1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2 -7" ROLLED STEEL POSTS (MnDOT 3401) @ 180° O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM 20 12 ° ORIENTATION OF GUY LINES AND STAKES 12 GUY WIRE WITH WEBBING FLAGGING— ONE PER WIRE 4 " -6" SHREDDED BARK MULCH EXISTING GRADE CV MINIMUM 1/2 WIDTH OF ROOT BALL PLANTING SOIL MIXTURE (SEE SPEC.) UNDISTURBED OR STABILIZED SUBSOILS 10 20 SCALE 1 " = 10' INCHES MULCH SEE LANDSCAPE NOTES OR TYPE OF MULCH SHRUB IS B & B, THEN EMOVE BURLAP &ROPE ROM TOP 1/3 OF BALL ACKFILL MIX NDISTURBED SUBSOIL SHRUB &CONTAINER PLANTING DETAIL 30 NORTH NOT TO SCALE k ti ti_.' \ \\ 4 4 RDS S D D 4 L Ps 12 � •�., : .. \ - \ \ rE) B W .. KFG % t ;�GLS .. 1 1 , 1 1 ..4 t , 1 3 \ „ 10 \ \4\44 ; •�� \ ........... �� � ' � i 1 \ , , 1 1 , \ 4 , , 441 ` • � � ,� "t 4 ` \� 1 1 % ' 4 1 4 W 1 4 \ \ , , 4 , \ , 4 , BDL 4 , , \ , • 4 , 4 , 4 \ , 1 , � , 4 , \ , 4 , \ 0 3 , 4 , O; 4 4 4 4 \ 1 \ A : , 1 1 . 4 \ : 44,44 \4484 \ \ \ 1 S ms ' 441 \ \4 : 8 4 \ ,441 \; `` 3 � • 44 \ 1 •.ti {, •t •S: , \, �. \ .ti. •t \ as 5 MAIN ENTRANCE PLAN L1.0` a \ t 4� \ 14 .J •1 \ .t \ \ .: , a a V a i a o D a a a .ti t 4 ,1 V ----------- V , a D 0 10 20 S CALE 1 " = 10' 30 NORTH LANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME SIZE ROOT QTY. REMARKS SHRUBS ° SVJ Juniperious Horizoantalis 'Savin' SAVIN JUNIPER #5 CONT. 13 FULL FORM TO GRADE DBB Euonymus alatus 'Compactus' DWARF BURNING BUSH #5 CONT. 39 DBW Salix purpurea 'Nana' DWARF BLUE ARCTIC WILLOW #5 CONT. 20 GLS Rhus aromatica 'Gro —Low' GRO —LOW FRAGRANT SUMAC #5 CONT. 55 I BCA Viburnum trilobum 'Bailey Compact' COMPACT AMERICAN CRANBERRYBUSH #5 CONT. 7 AWS Spiraea x bumalda 'Anthony Waterer ANTHONY WATERER SPIREA #5 CONT. 57 VY LPS Spiraea japonica 'Little Princess" LITTLE PRINCESS SPIREA #5 CONT. 6 SMS Spiraea nipponica 'Snowmound' SNOWMOUND SPIREA #5 CONT. 23 MIN Weigela florida 'Minuet' MINUET WEIGELA #5 CONT. — DKL Syringa meyeri 'Palibin' DWARF KOREAN LILAC #5 CONT. 16 3' HEIGHT MINIMUM PERENNIALS KFG Calamagrostis acutiflora 'Karl Foerster' KARL FOERSTER FEATHER REED GRASS #1 CONT. 102 PLANT 2' O.C. PDS Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT. 90 PLANT 2' O.C. BDL Hemerocallis 'Baja' BAJA DAYLILY #1 CONT. 77 PLANT 18" O.C. PMD Hemerocallis 'Pardon Me' PARDON ME DAYLILY #1 CONT. 12 PLANT 18" O.C. SDD Hemerocallis 'Stella d'Oro' STELLA D'ORO DAYLILY #1 CONT. 27 PLANT 18" O.C. WLC Nepeta x faasenii 'Walker's Low' WALKER'S LOW CATMINT #1 CONT. — PLANT 2' O.C. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. �d % \ ..... ...... � ...... 4 \ 5 11 \\ ........... 1 , \i \ \ \ ..... ........4 NON ,� NON � .. VN engineering surveying planning energy 14800 28th Ave. N., Ste 140 , PI mouth Minnesota 55447 Plymouth, (763) 476.6010 telephone (763) 2 f imil 476.85 c 3 as e www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA Cert*ifica ion hereby certify that this survey, plan or r r as prepared by me or under my direct SLW vi i n and that I am a duly Licensed LAND ARCHITECT under the laws of t of Minnesota. JAMES A. Date: Re istra ' .45071 11/11/2011 g This tific on is not valid unless wet signed in blue in licable contact us for a wet signed co of g copy request at MFRA ve which is available upon re Y p q . Plymouth, MN office. Summary Designed: MCB, Drawn: ERW Approved: MCB Book / Page: - - / -- Phase• FINAL Initial Issued: 10/12/2011 Revision Helstory No. Date By Submittal Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title SITE LANDSCAPE DETAILS Sheet No. Revision L1.02 B Project No. CH 119063 a U 0 z a J J m 0 U m 0 U U 0 J m CU Ln 00 N 0 N N CU - - - - - - - - - - - - - \ ----- - - - - -" --- ..... ,v 1. , Z 1� - \ \ ' 1 4 IDDIGATION GUITI 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL IN \ \ \ � '� ti , ,' � ti ti's � � h ti „ ti ti.,ti, � �„ ti „�' h� � ,: \ h ---. \ k .... , ti« h ti , , t,• , , h , , h % , titi , . \ , W \ t' � \ . � � , , , � � .���..,, ���� ,� , � � �� . � . � � , , �. � ., • , . \ \, •., � �_: , , �•. � - ACCORDANCE WITH PROJECT MANUAL. SHOP DRAWINGS SHALL INCLUDE ACCURATE �\ LAYOUT OF SYSTEM, INCLUDING BUT NOT LIMITED TO LOCATIONS, SIZES, AND - - - -- \ \ PRODUCT MATERIAL TYPE USED FOR COMPLETE IRRIGATION SYSTEM. POP -UP SPRAY kik }� \ -- - - - - -- PRODUCT/ MATERIAL a \ \ \ - \ \ \ - - \ AND R T R IRRIGATI N SHALL HA E HEAD T HEAD COVERAGE. SYSTEM SHALL \ 1 � _ � \~�� WINTERIZED(BLOWN OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL • : � �k�k� \ski - .... ........ , - . _ �� ' \ \,�; : � ..: .. ' h h ., a, � ..,`��� -• .. PROVIDE ST AR TUP THE FOLLOWING SPRING. I RR IG A TION SHALL H A VE TWO-YEAR EAR a 4 \ W ARRA NTY ON P AR TS A ND LA BO R FOLLOWING INST AL LA TION APPROVAL BY OWNER. 2. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND ABOVE GROUND FACILITIES l , l 1 a \ � _ , PRIOR TO ANY EXCAVATION/INSTALLATION. NY DAMAGE TO UNDERGROUND/ABOVE R R A A � P `V P' Ra, \ ' \ �\ �titititi4tititititi , h , ,.., � � 4 ," ?h ,�� , •,� h ti \ \_ tititititi , , , , .. ti- ti- h ,-\ , ti- , , , , , \ v , , tititititi - � � AN ID ti\ \£titi � � � � ' � tititititi , , , , , \ , h , , , , tititititi � � � � � \ 4 \\ �titititi , \ , , , , , titititititi � � � � � �� ~£titi\ �� h h .:.:.: :. •:. •:. \-- - - - - -- - - --=-� ........:' ::. .. \_ D ;ti:- _ � \ �� �� GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS h 4 , '• h , ., -. ., � -ti,. • _. ,...�.�. • ,.. ,.. ..... ,. ..... ... � 4, � S ti h , � tia i � 4 � ` � S � \ 4 i � t, +, � 4, 4 t„ , , \. . .. .......... \` \ h , aaa � i � as -. � , a } . � a , . , , , � � ASSOCIATED WITH CORRECTING NG D M GES SHALL BE BORNE E ENTI ELY BY THE 4 � _ A A RR A A A R R 4 , �- \ \ \ \ \ \ aaaa, \ , ---. `. \ •• '�•�, ., �: , , _aaaaaa .aaa.::, -' --- , , , \ .�. .. - '----- , � .... - - - - - - -'-4"" .. Ca - � 4 ., , .. , .. , ....- . ti\ \titi \k������������tititititititititititi \� •" ' � \ '' ,, _ , � ;. • , � _• :� .�: ��_ • <• - - • ..: � `..':_., '..,• ,, ,, h - 3. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY h . \. h h _ S � ..... D LOCAL CODES. E XA CT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR • : 4 ''•, • - " `.: '• � • `\ EQUIVALENT AT THE PROJECT SITE. • • \\ , • , 4 1 \ , _...... 4. THIS DESIGN IS TO BE BASED ON THE PRESSURE AND VOLUME OF STATIC \ 6. - - -- \ , 1 ti\ \titi -. , • 1 . -. • ` ; • �.. , , , D RESIDUAL, AND FLO W. SUBMIT CRITICAL ANALYSIS WITH THE SHOP D RA W INGS . 4 .........________ I RR IG A TION CONT RA CTO R SHALL BE R ESPONSIBLE TO FIELD VERIFY THE INFORMATION. A T ION. 5. THE IRRIGATION CONTRACTOR SHALL ARRANGE FOR ANY NECESSARY PERMITS AND/OR INSPECTIONS REQUIRED BY LOCAL AGENCIES OR ORDINANCES DURING THE , h ,. .: _ ; -, . • .,,.� , � .. •. .., . � , ; --- ........ , COURSE OF CONSTRUCTION. h \ hp - - - - -- h 1 �4 ,. .. _ ' '•- .•' D � _ MATERIALS MAY HAVE TO BE SUPPLIED AND INSTALLED BY THE IRRIGATION CONTRACTOR IN ORDER TO HAVE, UPON COMPLETION, A FULLY OPERATION A L a 4 - - - -- ------------- IRRIGATION SYSTEM. .4 6. THIS I RR IG A TION DESIGN SHOWS NECESSARY MATERIALS, BUT CERTAIN OTHE R 4 4 4 V k 4 _ p p k - - -- ---- - - - - -- - - - - -- . , . �, v 4 m M 7. A I CONTINUOUS PRESSURE SHALL BE CLASS 200, ALL OTHER 1 � r,-,• ALL PVC PIPING UNDER CO o PVC SHALL BE CLASS 160. • rn N . " El . ❑4 ? h v` 1 8. ALL MAIN LINES SHALL BE 18 BELOW FINISHED GRADE. \' \\ h 9. ALL LATERAL LINES SHALL BE 12" BELOW FINISHED GRADE. \ 4 i Ly - 10 ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR • i , h : 4 ti h 1 -------- - - - - -- - - - - - -- 11. CONTRACTOR SHALL VERIFY LOCATIONS SIZES AND DEPTH OF SLEEVES PRIOR TO h 1 � `:• k CONSTRUCTION k k ' • • - h 12. FABRICATE ALL PIPE TO MANUFACTURERS SPECIFICATIONS WITH CLEAN AND SQUARE p ........,;: CUT JOINTS. USE UALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR 4• , ti Q : INTENDED TYPE OF CONNECTION. \ z 13. B C FILL ALL TRENCHES WITH SOIL FREE OF SH AR P OBJECTS AND DEBRIS. k 4 \ ti ,1 h 1 h 1 1 4 ti 1 _ 14. ALL V A LVE BOXES AND COVERS IN TURF AREA S SHALL BE GREEN IN COLOR. A LL VALVE BOXES ON PLANTING BEDS SHALL BE TAN IN COLOR. 61' 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN A. 4 PLANT BED AREAS WHENEVER POSSIBLE. �. 4 4 : 4 4 D ti 4 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON -SITE WITH OWNER S 1 E 4 REPRESENTATIVE, SUBMIT LOC A TION IN IN SHOP D RA WINGS. 4 h 4 h i 1 i , , ____ , , \ 1 1 h 17. CONTROL WIRES: 14 GAUGE DIRECT BURIAL SOLID COPPER IRRIGATION WIRE. RUN \ 1 1 h h , , , , , , , , , 1 h • .. - - '�� � •' •• ��� �� �: •�:• . � ; ; � : 2000-FEET). . USE MOISTURE PRO F . - - - -- --- - - - - -- : - - - -' .. .. � - � ____ 1, 1 � UNDER MAIN LINE # 12 FO RUNS OVER 2 00 F ,1 ( ) -- - _ . __ : SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES RUN SEPARATE HOT AND , , , - 4 \ � COMMON WIRE TO EACH VALVE AND ONE (1) SP E WI E ND G OUND TO R EA A A AR R A R h 1 - - -- .� 4 h 1 , 4 FURTHEST VALVE FROM CONTROLLER. LABEL 0 COLD CODE ALL WIRES. , R A R R R LA R R A R , 4 18. AVOID OVERSPRAY ON BUILDINGS PAVEMENT WALLS AND ROADWAYS BY INDIVIDUALLY ti , : D 1 A DJUSTING RA DIUS OR ARC ON SPRINKLER H EA DS AND FLOW CONTROL ON , \ _ ------- _______ ___________. ------ - -. - -- - _ - - -- ; , ; 1 _______-- - - - - -- AUTOMATIC VALVE. ----------- ---- _ - - -- D „ D , DR DD Dp o 19. ADJUST PRESSURE AT VALVES FOR OPTIMUM PRESSURE ON SITE. 1 h -- 20. USE SCREENS IN ALL HEADS. _____________________ ______________________________� ______________-------------------------------------------------- _______________________ v 4 ` aaaaa UE 4 t; k » E E UE UE UE <,,; k 21. ALL PIPE 2 AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN PER 4 ti u __ \\ k�������������������tititititititititititititititititititi\\\\\\\\\ ti\\\\\\\\ ti�������������������3 tititititititititititititititititititi\\\\\\\\ ti\\\\\\\\\ k��������z�����k����ti \4tititititititi }titititititi� titi .. UE UE UE ������titi\\\\\\\\ ti\\\\\\\\\ ������������������� ;���������ti \ \ \ \ \ \ \\ tiz \ \ \ \ \ \ \ \����������������� _ UE UE u_... INDUSTRY STANDARD. .. ����ti\\�����ti\���������ti \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \��� �� �� ;������������������ OF • - �'' \ - \\ i\ ti \ \ \ \ \ \ \ \ \����----------- - - - - -- ,,,,,,,,,,,,- --- ----- ---- - - \ \ \\ titi\\\\\\\\k.... ........�������titititititititititititititititi ------ \ \ \ \ \\ -... f'•j' , .� , . h \ \ , ....... .............. «««<�,,,,,,,»»»,. � - �� ti\\\\\\\\ ti�������������������3 ti} tititititititi�{; �titititititi\\\\\\\\ ti\\\\\\�����z�tititi \ \ \ \\ ..... .., -,. \ ` - - - - -- ----- -««««< ",,,,,,,, k�3����kk����������� titi \ kti4tititititititititititititi \ \ \ \ \ \ \ \ti \ \ \ \ \ \ \ \\ \ h ----- -««««« - - - - -- h k \ \ \ \ \ \ \ \��� ������titititititititititititi ~tititititi \ \ \ \\ \�ti \ \ \ \ \ \ \k��������� E ,... 4 \ ����������titititititititititititi tititititi \ \ \ \ \ti \ \ \ \k������titititi \ti \k� UG \... .. _____________ -.. '- '� \ -a, `a\ �� ;~~titi \� ;�titititi�� ; ;���� ; ;���; -. �-- - - - - -- o F Fo o FO � -- -.. ------ I Fo -----.__________ ___________ .------ ____________________ .------. __��_______________ ....... c I I I I I I `' I • I I I ;tititi� ;titi ;�ti � ;titi „� ti4�,<ti� � lti-� I I- 22. 23. A LL A UTOM A TIC R EMOTE CONTROL V A LVES WILL HAVE 3 MINIMUM DEPTH OF In - _� F___ UC ..___________________..... \ 0 ENT \� \" ~ \� 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT c uc tiz \, :. U FQ _ uc » FO �� FO FO Uc ;..:: - -::-FO - F0 Uc U ;�c 3 BEYOND PERIMETER OF VALVE BOX. THERE SHALL BE A 3 MINIMUM SPACE FO' _ C ::::' :_. UC t!C , , , -------------------------- --____________________......... ....... ..____________________......... ----------------- .. .--------- _____________________________ ------ VALVE VALVE STRUCTURE. ....... - -- -- ... `�'• - a--"----------- -..... .«- +,.-- «„- ... - -�,� .. 23. POWER LIMITED TECHNICIAN LICENSE: SUBMIT COPY OF MINNESOTA POWER LIMITED 0 20 40 60 TECHNICIAN LICENSE FOR THE IRRIGATION SUPERVISOR WORKING ON THE PROJECT AS 'BUILT ERRUGATION R E U, N S , D D D D D D D D D D D D D ,� D AND A COPY OF THE MINNESOTA POWER LIMITED TECHNICIAN CONTRACTOR LICENSE. L 2--.01 24. CONTRACTOR SHALL SUBMIT AN ACCURATE LAYOUT AND ASSOCIATED PRODUCT SCALE 1 " = 20' DETAILS OF IRRIGATION SYSTEM. DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, OPERATION INDICATOR - ALL ZONES NORTH PIPE SIZES, MAINLINE LAYOUT, MAINLINE ISOLATION VALVE LOCATIONS, ELECTRIC PVC MAINLINE. TYPICAL FPT ADAPTER AND ZONE VALVES, HEADS, DRIPLINE, VALVE BOXES, CONTROLLER, RAIN SENSOR, AND DRIP VALVE / FILTER / COMPRESSION COUPLER. SLOPED CONDITION NOTE: REGULATOR. 1" PVC LATERAL PIPE. 1. INSTALL AIR RELIEF TYPICAL OFFSET VALVE AT HIGHEST 2" FROM POINT. HARDSCAPE, 4" % 2. SPACING AS NOTED ON FROM PLANTED J�" POLYETHYLENE TOP % OF SLOPE. A�q EA. OR PVC HEADER. 3. SPACING AT BOTTOM %3 AS NOTED PLUS 25 %. TYPICAL 4. WHEN ELEVATION COMPRESSION CHANGE IS 10 FT OR FITTING. MORE, ZONE BOTTOM MIN MAXIMUM LATERAL LENGTH (FEET) EMITTER EMITTER FLOW RATE GPH EMITTER FLOW RATE 12" SPACING 18" SPACING 4" SPACING PSI 0.6 0.9 0.6 0.9 C.6 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 96 175 135 218 171 60 125 96 175 135 218 171 OTHER MAJOR COMPONENTS. 3/4" DISC FILTER PVC MAINLINE REMOTE CONTROL FINISH GRADE /TOP OF MULCH 25. WHEN IRRIGATION PLAN IS COMPLETE, CONTRACTOR SHALL BLOW OUT AND VALVE 1" FPT 3/4" PRV 45 PSI LF / \, STARTUP THE SYSTEM FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION. \ \ \ \ \ \\ \ \ \ \ \ \� HUNTER MPR ROTAR SPRINKLER: THE CONTRACTOR SHALL ALSO SUPPLY 2 KEYS FOR THE QUICK COUPLERS. • ,� / /� / /� // � / /\� / / /� /� CONTRACTOR TO PROVIDE SHOP DRAWINGS PRIOR TO INSTALLATION OF THE SYSTEM AND PROVIDE A 3 -RING BINDER TO THE OWNER OF ALL PRODUCTS USED INCLUDING BUT NOT LIMITED TO: A. POWER LIMITED TECHNICIAN LICENSERS B. PIPE DRIPLINE SPACING /3 JtF'AKAItLT. �FLp B.A. SCH 40 PVC AND FITTINGS (MAINLINE) AS NOTED. AIR RELIEF VALVE AT HIGH POINT, IF INDICATED. TYPICAL DRIP LINE ----\,, WITH EMITTER A SPACING AS NOTED. TIP nnwN crnkF AT END FEED EXAMPLE ALL TEES, ELLS, AND 2' O.0 (MAX). F FLUSH VALVE OR CAP AT LOW END, AS NOTED. CENTER FEED EXAMPLE DRIP LINE TYPICAL LAYOUT N.T.S. LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER GRID PRECIPITATION RATES (IN /HR) EMITTER 12" EMITTER FLOW RATE EMITTER LATERAL 0.6 0.9 SPACING SPACING 12 12 0.96 .44 18 18 0.69 .03 24 24 0.28 0.41 LATERAL FLOW PER 100 FT (GPM) EMITTER 12" 18" 24" FLOW SPACING SPACING SPACING 0.6 GPH 1.0 GPM 3.67 GPM 0.50 GPM 0.9 GPH 1.5 GPM .0 GPM .75 GPM TECHLINE START CONNECTION EXHAUST HEADER TECHLINE TEE TECHLINE LATERAL TUBING AIR /VACUUM RELIEF VALVE (PLUMBED TO TECHLINE ONE AT EACH HIGH POINT) MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI in 13.5 GPM 4.2 PSI 1-1/2- 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2" 4.7 GPM 8.8 PSI 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1 -1 /2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PSI i B.B. SCH 40 PVC (LATERAL) C. SCH 40 PVC SWING JOINTS 2 MINIMUM D. QUICK COUPLERS CLEARANCE SWING ASSEMBLY: E. ZONE VALVES t %/ RAIN BIRD MODEL SA 6050 F. SPRINKLER HEADS OR APPROVED EQUAL F.A. SPRAYS WITH ROTARY NOZZLES 0 0 0 0 0 0 C C 0 0 0 0 0P 000 0 0 0 000 0 0 0 01 _ G. DRIPLINE IRRIGATION • •'0�o�0�n`-c'Yo�o�o o`�'n�n���� �� •. •�. H. LOCKING VALVE BOXES I. AUTOMATIC ET CONTROLLER " / „ RAIN SENSOR BRICK SUPPORT 1 CU. FT. PE 1 x 3 4 SCH 40 12" x 18" PVC OR POLY I.A. A RED BUSHING TxT PVC SCH 40 TEE OR ELL J. BACKFLOW PREVENTER (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE PVC LATERAL PIPE K. PICTURE - DEPTH OF TRENCHING !W1 LOW FLOW ZONE CONTROL VALVE KIT CONTROL WIRES - PROVIDE A MINIMUM OF 36" OF SLACK Q VALVES FINISH GRADE CARSON VALVE BOX &COVER. - TURF ALL VALVE BOXES SHALL BE PERMANENTLY LABELED WITH VALVE D �l L BLANK TUBING TO SYSTEM CENTERED ON REMOTE CONTROL VALVE WITH MOUND OR BERM DISC FILTER AND PRESSURE REGULATOR -SEE LOW FLOW SUPPLY HEADER ZONE CONTROL VALVE KIT PLACE DRIPLINE LINE UNDER MULCH D� PLANTING BED DRIP SYSTEM -TYP. /E JN.T.S. 1� MIN. 4" CLEARANCE PAVER VALVE BOX SUPPORTS - TYP. ALL VALVES MAIN LINE 3" MIN. GRAVEL BASE - NP. ALL VALVES N.T.S. ZONE VALVE REMOTE CONTROL N.T.S. POP -UP MP ROTATOR (D 30 -INCH LINEAR LENGTH OF WIRE, COILED O2 WATER PROOF CONNECTION (1 OF 2) O ID TAG O VALVE BOX WITH COVER: 12 -INCH SIZE O FINISH GRADE /TOP OF MULCH O6 REMOTE CONTROL VALVE: O7 PVC SCH 80 NIPPLE (CLOSE) O PVC SCH 40 ELL 10 OPVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) (BPVC MAINLINE PIPE @SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL VALVE N.T.S. N.T.S. = IRRIGATION LEGEND C IRRIGATION CONTROLLER: USE A ET BASED CONTROLLER. THE BASE LINE IS A HUNTER PRO -C CONTROLLER WITH A SOLAR SYNC MODULE OR APPROVED EQUAL. RAIN SENSOR: HUNTER RAIN -CLIK. INSTALL OUTSIDE CONTROLLER ROOM. ONE RAIN -CLIK PER CONTROLLER. - TURF IRRIGATION: DESIGN PRESSURE: - ELECTRIC ZONE VALVES: HUNTER ICV WITH ACCU -SET PRESSURE REGULATOR. -POP UP ROTOR HEADS: HUNTER MP ROTORS, NO SPRAY HEADS ALLOWED. -POP UP ROTOR HEADS: HUNTER 4" POP -UP 1 -20 ULTRA SHRUBS SHRUBS �GRASSESIPRENNIALS /ANNUALS: - ELECTRIC ZONE VALVE: HUNTER ICZ -101. INSTITUTIONAL CONTROL ZONE KIT, 1" CONTROL ZONE VALVE WITH 1" HY10OWYE FILTER AND 25 PSI HIGH -FLOW REGULATOR. - DRIPLINE IRRIGATION: RAINBIRD LD- 09 -18. DRIPLINE WITH 0.92 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACES AT 18" O.C. APART WITH EMITTERS OFFSET TRIANGULAR PATTERN. CRITICAL ANALYSIS (TO BE PLACES IN SUBMITTED SHOP DRAWINGS) FLOW AVAILABLE -(PSI) - WATER METER SIZE - STATIC PRESSURE AT POC -(PSI) FLOW AVAILABLE AT POC -(GPM) KlIZI IRRIGATION SLEEVES - 2X THE SIZE OF THE LINE BEING ACCOMMODATED 1" QUICK COUPLING VALVE: - - -- - - -- RAIN BIRD MODEL 7, PLACE 1 IN THE SOD AREA PLANTING BED DRIP LINE SYSTEM - RAINBIRD LD- 09 -18. DRIPLINE \� \� LATERAL SPACING 18" O.C. APART. 12" O.C. IS ACCEPTABLE IF AREA CANNOT ACCOMMODATE 18" O.C. MATCH PRECIP THROUGHOUT ZONE. M IR ZIMN�........................ AR •:•: :• :•: :• :•: :•. : :. \ \ :•::: 0 111 �\ )444 \ \ \\ \ \ \ \ 1 \ \ \ \ :...... ..... \ \ \ \ \ \ �� \ \ pap N \ \ \ \ \ \ t \ 1 \ \ \ \ \ \ \ \\ \\ engineering surveying planning energy 1 2 th Ave. N. t 14 800 8 e Ste 0 Plymouth, Minnesota 447 55 763 476.6010 telephone (763) 2 f imil 476.85 c 3 as e www.mfra.com Client CHILDREN'S DESIGN GROUP 1114 EAGLES CREEK WAY ACWORTH, GA 30101 Project PRIMROSE SCHOOL OF CHANHASSEN Location CHANHASSEN, MINNESOTA ------------------------------------------ • • Cert*if ication hereby certify that this survey, plan or r r as prepared by me or under my direct s vi i n and that I am a duly Licensed LAND ARCHITECT under the laws of t of Minnesota. JAMES A. Registra tA 45071 Date: 11/11/2011 This tific ion is not valid unless wet signed in blue in licable, contact us for a wet signed copy of vey which is available upon request at MFRA, ., Plymouth, MN office. ummary Designed: MCB Drawn: ERW Approved: MCB Book / Page: - - / -- Phase: FINAL Initial Issued: 10/12/2011 Revision History No. Date By Submittal /Revision A 10/28/11 ERW CLIENT COMMENTS B 01/13/12 SEG CITY COMMENTS Sheet Title AS -BUILT IRRIGATION REQUIREMENTS Sheet No. Revision L2.01 B Project No. CH119063