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Recording Studio_Round Buildingz Q 0 D_ M 00 M O O 0 N O O 3 Nr O O ti N c cp 0 0 0 N M :D z W i X (968.8) i /-OVERHEAD POW R AND TELEPHON :8.1) x 1 ,' 5%(969.0) 2M% x963.7 X 0 r©12 CQNC. C.&G. cr_ c., i i - HIGHWAY 5 i 1.4.- EXI ' 1:r LYoVERMAIN 1 EXISTING HYDRANT EX. CONNECT TO EXIST.12' WATERMAIN WITH 12 -X6 - WET TAP AND 6M VALVE top lid 957.9 t EXISTING HYDRANT i --- 1 t t0 v�y,J - 7 I � P -'� LAJ(PER P ANS 'O �,.. ��968 � � .� .......3` � � � EROSION � •.,, CONTROL 86 CONC. 68. 9�....CE 9.....'. \ ' to (� v ..�:.: 9::;".:...:::... ........•.. � O ..,,..: x..1':00% ................:::: ' • �� ��,'� ' w �'*. G :....:.:: ; OCH t a 00 4. O,n w S ► • . CURB CUT AT v) ,� :..: LOW POINT cam CU CUT ,...,�.` a % �': ! f°�`a i --- _ .. EMOVE EXIST. 2 1 c5' URB AND UTTER t :.. .....�...:.. q .. } �c �01 . a non ,• G MAT :.. ':.: ' ...... .' .. ... n t >h MATCH EXIST. GRADE 080%::: :::...:. x ......... a } a 964.4) 9s4.o v� + •---------- +�oy (97 (. cS� .. ! 1 4 �a 6'1 962.9 aTv. T " ;JO/p ��. + q6 . + e \ C "', ��� . a���,.,•_�� ,nom �, 11� �._: ..070 X ,.. ::::.:::.::: ... 1 ;00'' .. �I► TC .166.1 ,ca».•3,,�.2...... .. .. t \ e INV 9 ,13 ? c �� �� 966.0 cb EL. 986.7' fc 1 �► °� +�° `- 1k 961.0 Inv c 0 o, fcj ; P STRiAN 3 a 8612 � ° +. j, 66.g ICH EXIST. GRADED + \ 91T&J�'° entronce Y MAINTAIN DRAINAGEv s9 i d9 967.9 f L4- .3 rinklercj trols CN I (967,5) 2 907'o ••� - v, O ib }• dW C �>0. `� 5'X4' CON STOOP CONSTRUCT MH OVER I g f/'f •- EXIST. 15 RCP V�� 9 s + o (907.24 1(9 8.3 RI"970.2 PLUG Wh'=958.58 N. 0 f957.8) I � INV.=955.55 S. .a c i UNDERGROUNDW,��` + �a <1 o CONNA TO EX'*. 6' DIP RVI SEWER SkCE , PARKING FI IST FLOOR ' ! °D .- + 410 to + \ C8 8 I (TC 967.06) i o INV. 964.31 � ! i •pis 1 { (987.8) (987.8) x x (987. 1, 13 I x --- (988.2) ( 9 8 � X 968.:: .` (988.38) (968.5 ELECTRICAL--., TRANSFORMER EXiSTIG BUILDING d S arc'' O FIRST FLOOR AaYJ&T., MH* NG i ELEVATION 968.5' + LOWER 1.L0% =965.4 � _... �.....: , ... ' ♦ g�5 T.C,r9 (958. �,`' ...•. O �+ + x 5 C83 ��� ♦ �� T.C. 958.4 �I-� 9 6 4 Vii..... ' + 9 ate; . (1 . ELECT. UTIL. GABLE k INV. 955.4 c 4� GRA 1ACED QOD CT BURL T STALLED -49Y UTILI 10 -A Q ......8 t g I 5+ Q 6>g5�a2 •...... t tree b R- E 'r6 c,, .. ERO N ,957.75} zjj CQWTROL (962 r tic ' r �, 4 FENCE 4 T • i I `' �� ,` 45' 5" RCP 1- Gott• �r, co :,, • �• o.L + / ; b' r • ` v PAI WI PP _ + ����, a > ♦ NV. -956.0 All (9 5 4 . *�) 1 + ° ROCK CONSTRUCTION 1 Y= .� � { 90.3} ��1 BF 2 018 ,��C,&G, 3.79) .�,2,- O ENTRANCE L fig,:1 + + .ti`°� d REMOVE EXISTING CURB T = z eta ����� - ---- -+ MATCH EXIST. GRADE 91 ¢ a + cot -,IE- to° :AA, - -SHN V ELE't/. 959.5 •..,.. 4 ! 12" C.I.P. } CONC. RETAINING' WALL 96 / E9 1F 4 VV�LK O REMOVE 150' EXIST. 15" RCP �o: : 9 '°� REPLACE WITH 18" RCP O 0.50 EL. i VERIFYi INV. IN FIELD PRIOR TO 958. CONST}2WTiQN 6 E �• 64. CONC. RETAIN I e'. 6 WALL +X lb 4WD BENCHMAR(: RR SPIKE N POWER POLE S.W. CORNER AUDOBON PD. & HWY. 5 ELEVATION = 971.48 NGVD 1929 POLE SUPPORT NET FILTER FABRIC, MIRAFI 'EW POFENCE' OR EOUAL FILTER FAEIRIC SUPPORT Nv BACKFILL PULE at . DRIVE POLE 24' INTO GROUND NATK SOK I�CalilEQ TOL-Ill TIIENCM POSTS SHALL BE SPACED NO GREATER THAN 4' APART FAMMC I&TATM t_?7-f T, REN ;7.-24 ...,A 1.v.•n a. NEIN ? E('CtMRK GROA rtwwcR Or CA w ND AAGAST114 ROM r )LOA PME 61 ML CONCRETE ADA4311 D 1111106 (?WL -4 WY.) UNWIXt 10 w CONSIMA'1E0 Or PwKCNP CONCIKit WC74" GPW Swu r LWO W ILOK DIHaN M a+MA1l to COICIRTE WwMOLi INK ORM SEWEt� 4-1 INSIDE D u1AW7 I (NOT 70 SCALE) SLAB -TOP CATCH IBAM MANNOLM - LUG t IK1V.=955.0 t \ Cl 90 m C) 5 cl 58.0 Weir cl 610 �i 955.8 weir \ g! \ NE+ 953.4 53.6 weir \-954 4 weir \ \ ?ei WATER ELEV.-953.7 EDGE OF \ 06/21/00 06/21/00 \ \ EMOVE PLAY AREA dE LANDSCAPE TIMBERS CONSTRUCT CB OVER EXISTING 1 it RCP INV. -954.42 RIM -957.8 VERIFY INV. ELEV. PRIOR \ TO CONSTRUCTION NOTE: WHERE CALLED FOR ON THE PLANS, A DROP SECTION 3-R 1/iR SHALL CONSIST OF A REDUCTION IN THE HEOO OF \ THE BACK OF CURB TO 0.10 FOOT AND A TRANSITION t DISTANCE OF THREE (3) FEET, I Yp d 6. 1 4 d 13.5' r ' 44 1 a SLOPE 3/4' PER FT. - w -'- or - { 8612 cwwa 8524 CA704 &1Mv W1010.E: WENAN R7?16-1 CONCRETE N1EN RACED IN CU" L" CONCRETE w u. YDS fF PFR RLF J. YD. CAICN 61611 MANOW: NEENAM 111731 w .7 ERCu.YD. URN T"R C MM WHEN RAND w PMMUKNT GROA rtwwcR Or CA w ND AAGAST114 ROM r )LOA PME 61 ML CONCRETE ADA4311 D 1111106 (?WL -4 WY.) UNWIXt 10 w CONSIMA'1E0 Or PwKCNP CONCIKit WC74" GPW Swu r LWO W ILOK DIHaN M a+MA1l to COICIRTE WwMOLi INK ORM SEWEt� 4-1 INSIDE D u1AW7 I (NOT 70 SCALE) SLAB -TOP CATCH IBAM MANNOLM - LUG t IK1V.=955.0 t \ Cl 90 m C) 5 cl 58.0 Weir cl 610 �i 955.8 weir \ g! \ NE+ 953.4 53.6 weir \-954 4 weir \ \ ?ei WATER ELEV.-953.7 EDGE OF \ 06/21/00 06/21/00 \ \ EMOVE PLAY AREA dE LANDSCAPE TIMBERS CONSTRUCT CB OVER EXISTING 1 it RCP INV. -954.42 RIM -957.8 VERIFY INV. ELEV. PRIOR \ TO CONSTRUCTION NOTE: WHERE CALLED FOR ON THE PLANS, A DROP SECTION 3-R 1/iR SHALL CONSIST OF A REDUCTION IN THE HEOO OF \ THE BACK OF CURB TO 0.10 FOOT AND A TRANSITION t DISTANCE OF THREE (3) FEET, I Yp d 6. 1 4 d 13.5' r ' 44 1 a SLOPE 3/4' PER FT. - w -'- or - { 8612 8616 8524 MI CONCRETE CONCRETE CONCRETE w u. YDS fF PFR RLF J. YD. Cu. /F PER RLF . YD. w .7 ERCu.YD. L/F PER 12' 0.0474 21.1 t If 0.0962 t 7.2 24. 0.0690 14.8 s- • a- ,'t s- 1IjInj i 1 } ('IFe t C Lk Q q CA8 M VOU 8E NEENAN R1642. = APPR0IED EQUAL. SEE WCOM' MI SEC. 213 FOR CASToc AOA ADJUMIN pppCEDUK IN INN 000" ELEW04 TO TOP MC1WM0, pl At 01R[C7ED By p�O�R. �PRECAW CONCRETE ADAPSTRIG AINCS• RINGS 314LL K _ SET Rt A FULL MORTAR KO MW OROJTED ON THE OU W OILY POW TO 811011 FXLMD. NO 011MIT SIOLL PUCED -_ ON TIE "M r0a OF ROM YAXWWi or IrlRVYf$. Ma MORTAR) MTF$EN W170M Or CASW AND TOP OF CON[ 31cwk P _ - - -- -- j - -- -W DENOTES ® I PRECASI KlwoACED CONIVIEW DENOTES PROPOSED CONTOUR W IIAXE. ASTM C-478 1.0% DENOTES PERCENT OF GRADE CL 5 GRAVEL (100% CRUSHED I SEE JOYA OETAIL (SAN -7) DRAINAGE ARROW E WNHaE NOTES: DENOTES �SIEPS " A 1ITH 077 MhER RI WNNa(S MLL K R/3TALLED rlm BELL Ir 1 DENOTES GM SNK END FACTNC UP FOR UNi0R1A1Y. 1 4,0, ? 11EKORC11wC SMALL M A Nt11tRJY EROSION CONTROL SILT FENCE THICKNESS OF A SHIM LAE LANAE rAvc NAI" DENOTES SPOT ELEVATION. WHEN SHOWN AN AKA OF NOT LES{ TrMN 0.12 S0. ' NEAR A CURB LINE, DENOTES GUTTER ELEVATION IN. PEA n. Of NEa1R. DENOTES 6,/ MANICU slow) SLEEtE 101E7k 1. SNbh r -0 for 'Aatmantiara PIRR oIM.WY. OR 2. rwame view0 then tw a nmwww rvKKrrw ffA" the '"wiss.nsr4s of ASTM C-443 or rhe few" C...mr Er1aPc Tanana SAra1161h 150D Ru min• (DIe C. A6Tr D 41? Elengvlial vt R1eAwwa 49DK Min. ((9a C. ASTY D 411) C0s1{lresiN+1 Sat ?1A mw. {??hm 070 C. AW� )�j. INTEGRALLY CAST POSITIVE a,s„yyr W1 5 (ASTM D ??40) SLEEVE SEAL M11ECHAN)CM. SEAL WATT T11111111IT GIW" 3. f*Wft drhrtvirly vhv11 Caldann 10 PFC*K" 3-M REh SAN -5 0 n e 16 0 30 60 90 SCALE IN FEET EROSION CONTROL NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES. 4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 5. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR ROCK BASE. SEEDING SHALL BE IN ACCORDANCE WITH MNDOT SPEC. 2575. SEED MIXTURE SHALL BE MNDOT MIXTURE 500. ALL MULCH SHALL BE TYPE 1 AND SHALL BE DISC ANCHORED. FERTILIZER SHALL BE 10-10-10 COMMERCIAL GRADE MEETING THE REQUIREMENTS FOR MNDOT 3881 AND SHALL BE APPLIED AT A RATE OF 200/LBS. PER ACRE. SOD SHALL MEET THE REQUIREMENTS OF MNDOT 3878. ALL AREAS TO BE SODDED OR SEEDED SHALL BE COVERED WITH MINIMUM OF FOUR INCHES OF TOPSOIL. S. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, WATERSHED DISTRICT AND MINNESOTA POLLUTION CONTROL (NPDES) PERMITS. 7. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES, DURING THE DURATION OF THE CONSTRUCTION. 8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED 13Y THE CONTRACTOR. 9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 11. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 12. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS LEGEND PAVEMENT - - -- -- j - -- -W DENOTES EXISTING CONTOUR 1 DENOTES PROPOSED CONTOUR 2 1.0% DENOTES PERCENT OF GRADE CL 5 GRAVEL (100% CRUSHED QUARRY STONE) DENOTES DRAINAGE ARROW IF -----••�•° DENOTES EXISTING STORM SEWER 'd 1 DENOTES PROPOSED STORM SEWER 6" .0000000000000 DENOTES EROSION CONTROL SILT FENCE THICKNESS x 900.5 DENOTES SPOT ELEVATION. WHEN SHOWN Z3 NEAR A CURB LINE, DENOTES GUTTER ELEVATION �A DENOTES ROCK CONSTRUCTION ENTRANCE - • • • • • • • • • • • • • • - DENOTES CURB & GUTTER TIPPED OUT APPROVED -VATLRM1A1iN 11 DENOTES EXISTING WATERMAIN, HYDRANT & GATE VALVE BY: DEPT: & " DIP WAT MAIN DENOTES PROPOSED WATERMAIN, HYDRANT +'fit GATE VALVE DATE: lro -SANITY A M`s DENOTES EXISTING SANITARY SEWER BY. Z 3 3 DEPT<. DATE) 8" SAN SEWF��� DENOTES PROPOSED SANITARY SEWER BY, 0 ca DEPT) 00 O N DATE: CONSTRUCTION NOTES: J 1. REFER TO ARCHITECTS SITE PLAN FOR BUILDING AND PARKING LAYOUT DIMENSIONS AND COORDINATES. 2. PLACE AND COMPACT A MINIMUM OF 4" CL 5 AGGREGATE UNDER CURB & GUTTER. 3. REFER TO ARCHITECT'S PLANS FOR REPLACEMENT AND REMOVAL PLANS. PAVEMENT SECTIONS �--r- HEAVY DUTY BfTUMiNOUS ' 1 1 /Y MnDOT 2331 BITUMINOUS WEARING COURSE 2 1/2* MnDOT 2331 BITUMINOUS BASE COURSE 8" CL 5 GRAVEL (100% CRUSHED QUARRY STONE) BASED ON STABLE SUBGRADE, INCREASE THICKNESS IF NOT STABLE V)U LIGHT DUTY BITUMINOUS 'd 2 112" MnDOT 2331 BITUMINOUS WEARING COURSE 6" CL 5 GRAVEL (100% CRUSHED QUARRY STONE) BASED ON STABLE SUBGRADE, INCREASE THICKNESS IF NOT STABLE WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE &MINErIk RC CONSULTANTS CONSULTING SERVICES ENGINEERING & ARCHITECTURE 2520 LARPENTEUR AVE. W ST. PAUL, MN 55113 BUS: (651) 645-8576 FAX: (651) 645-5237 ARCHITECTS: CLIENT: RUTLEDGE- CONSTRUCTION CO. 1409 SOUTH 7TH ST. HOPKINS, MN 55343 CHANHASSEN, MN. COMMISSION NO. DRAWN CHECKED DATE AUGUST 1, 2000 REVISION NO. DATE CERTIFICATION I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA REGISTRATION NO. NAME \ 0 ZZ'W (A w Zn In �V'RI _ co E Q D V)U Z � 'd u W C O Z3 �A w E (/1 W N * U .J Z Z 3 3 Wwv~io�In W 0 ca ~ 00 O N w J tp DRAWING TITLE: GRADING, DRAINAGE EROSION CONTROL & UTILITY PLAN CITY OF CHANHASSEN AUG 2 9 2000 SCALE: 1- = 30' BUILDING DEPARTMENT DRAWING NUMBER: DIGGING. HE SHALL REPAIR OR REPLACE � � � � THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. _ S.M.I. PROJECT N0.637427-001 SHEEN" 1 OF 1 SHEETS