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C4-2 STORM PLAN0 30 60 -N-%7%= SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. CIVIL LEGEND omw PROPo9Eo I s ung interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN O CONTOURS !'ot/✓ SANITARY SEWER / » STORM SEWER �v I WATERMAIN / FM FORCEMAIN 11) DT- DRAINTILE --->>-DT- SILT --s> DT -SILT FENCE CURB &GUTTER 4- _ _ _ = RETAINING WALL TREELINE EASEMENT LINE - 25 LF -4" PVC DRAINTILE - • - • - • • SETBACK LINE - . - . - . - DET 1 SLOPE TO DRAIN TYP-SEE DETAIL X-' FENCE LINE -X x- 54" CSP UNDERGROUND UNDERGROUND TELE DETENTION SYSTEM / AWL . UNDERGROUND GAS CB 50 (350 LF TOTAL) CB 60 y>\. RIM -969.27 TOP OF PIPE -964.54 RIM=965.04 / -OH- OVERHEAD UTILITY Cj INV=964.39 OUTLET=960.04 INV=961.54 FO- UNDERGROUND FIBER OPTIC SUMP=961.39 INV=960.04 SUMP=958.54 / / �F UNDERGROUND ELECTRIC CTV- UNDERGROUND CABLE TV + + + + + + + + + I + + 1F + + + + + + + + - - PROPERTY LINE 00 + + � + + + + %f + + ,-F'-+ \+I + ` CONIFEROUS TREE ----- -Drainage and uti7it ea ent per lot of ARBORETLM BUSINESS PARK-�'- __ + + + + + + + tt -�� + + + F/+ + + + + + + + + + X + /+ /+ AWL DECIDUOUS TREE / L+-�--#�--i�-f--t- f-- + + + �+ + + + + + +I� �F + / + /+ + -WL- 4t WL -W�- f -�--�� + + + + + + + + + + + + + ��+ + +/+ -X-X-X-X- PARKING COUNTS Q - - - / T ........................................................................................................................................................................................................ / BLUFF CREEK OVERLAY DISTRICT •• •; �(� a •••••••••••• i � iwvI UiXni1N J 1 UD I L ICVVF UIVA11N D I UD 1 / / / I / X / / / :.':.'.. I / / / u .................................................................................... ° ° / / 12.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR 4 L F-12 HDPE @ 2.0 /°.................................................................................... ........................................................................ �� ........ �. '::::::::: ':. _ ... : ' .:::::::. ::�: � _ .. :::..::•:::•::•::•:::: 4 LF -12 HDPE @ 2.0 /°....................................................................... 36 ACCESS RISER ""' '' = _:'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::.......... YI / / WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST _ ....... ". * ...... 8 INV 964.40 INV -964.40 � x / / / / / / / / /� / Issue Record RIM=971.51 �.. / /i BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES CATCHBASINS AND OTHER �................... (VERIFY SIZE INVERT & VERIFY SIZE INVERT & 320A / INV=958.17 :...: ........................... ...'....:... a 1:1 / / / / /i ( x / / / / /� STRUCTURES. ................................................................... ... ........ "".............::::::.. 'J LOCATION W MECHANICAL:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. f' / i "' / ) LOCATION W/MECHANICAL) / / / / / / / / /� / ....... ........ ............... ... ............. ..................................................................................... 06-15-18 CITY SUBMITTAL / / / -Drdin f easefnenf �TIO Y / ::. . .:.. ...........:...::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::....................::::: per 36" ACCESS RISER """"":::::::: •:L': "':::::::::::: :: a _::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: / / t4RB0i r.:>`t ,�RKIA,Af 13.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES _ _ W �j` / / :..:.:....:../ / 06 19 18 WATERSHED SUBMITTAL R g / /RIM 972.30 •: _;��:�: H ':.' ::::............a ° ° a / /r`:::::./ CHAPTER 4714: .............................................................................................................................................I / / ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: / / / / .. / / / a. PIPES 4 -INCH TO 10 -INCH IN SIZE MUST COMPLY WITH AASHTO M252. - - INV=958.1 7 ---- - --- --- / :::::::...:............... :::::::.:..:::::... :::::::::.......... ..................... / 07 12 18 WATERSHED RESUBMITTAL so ................................................................................................................................................................................. / / / :..777::.... / / i / ..... ..................... ................................................................................................................................................... / I / / / b. PIPES 12 -INCH TO 60 -INCH IN SIZE MUST COMPLY WITH ASTM F2306. .................................................. / / / / .. / :..... / 36 ACCESS RISER n n - / 1 ..........._................................................................................................................................................................................................... I / i I / / Il.ax ► ....................I.................. I................................. / / / :::: ::.:::::::::::.::::::... c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. 07-27-18 WATERSHED RESUBMITTAL .............................................................................I..........................I........................................................................................ / / Y / / o RIM=971.98 / ................................................................ o / / / / / I / / / }: :......::: .:: '..':::... d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. INV=958.17 GAS -- -r--�- -----�-- --- -----��------------ -�-- ----- --1---------- I - --/-f 1--7,� ,L- :::•::•::.::•:..%7.:::::::::: �`:::::::•::...:....: ::::::::::::::::. 08-02-18 CITY RESUBMITTAL J - G _ , gti GAS • 6' G ^ AS GAS • g� • 6 h '8, 08-03-18 GMP PRICING SET Z M n Lai X a'� I I „ROP 12„RCPCB >>> I 05-03-19 CITY SUBMITTAL o ,, \2 H U RIM=974.88 ^ LO >> 18"RCP E RIM=97 56 /�> INV=971.25 AF >> - N r _ - CB i / INV=97249 /� o NV_971.0 S n » w RIM -975.77 7 INV 972.36 - V 971.022 N I I / 7 CB INV=971.41 INV=972.3 I RIM=976.04 I I I I I I INV -969.69(N v$ I INV= S Sheet Title c- -� O UTILITY PLAN RIM=970.65 I _ SMH I INV=s57e.si INV(N)=964.32 102 LF -12" HDPE VCBMH 32 I z STORM SEWER o CB I NV(E,W)=963.81 RIM=969.25 �'•' I > < RIM=977.46 @ 0.5% I i INV=964.32 37 LF -12" HDPE @ 0.5% CALL BEFORE YOU DIG! 0 a _ �M 9730 0.40 I Gopher State One Call c ^ I I INV=963.62 TWIN CITY AREA: 651-454-0002 a cm I TOLL FREE: 1-800-252-1166 SUMP=960.62 U � Sheet Information 80 LF -12" HDPE @ 3.9% I I WARNING: 0 INLET INV=960.48 I THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY b m I I I COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF 7 cnjl THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT c J I I 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF Date ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, 0 C4.2 VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED LL 2019-05-03 DURING CONSTRUCTION AT NO COST TO THE OWNER. ©2009 WH t Young space Daegn SANITARY MANHOLE • STORM MANHOLE O ® CATCH BASIN CULVERT 94 HYDRANT GATEVALVE H OPIV POST INDICATOR VALVE OPIV 0 LIGHT POLE 0 POWER POLE SIGN v I BENCHMARK SOIL BORINGS- ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE 4D ELECTRIC MANHOLE *_ WATER SERVICE S SANITARY SERVICE HANDICAP PARKING Lam. got DIRECTION OF FLOW SPOT ELEVATION or I s ung interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN O CONTOURS !'ot/✓ SANITARY SEWER / » STORM SEWER �v I WATERMAIN / FM FORCEMAIN 11) DT- DRAINTILE --->>-DT- SILT --s> DT -SILT FENCE CURB &GUTTER 4- _ _ _ = RETAINING WALL TREELINE EASEMENT LINE - 25 LF -4" PVC DRAINTILE - • - • - • • SETBACK LINE - . - . - . - DET 1 SLOPE TO DRAIN TYP-SEE DETAIL X-' FENCE LINE -X x- 54" CSP UNDERGROUND UNDERGROUND TELE DETENTION SYSTEM / AWL . UNDERGROUND GAS CB 50 (350 LF TOTAL) CB 60 y>\. RIM -969.27 TOP OF PIPE -964.54 RIM=965.04 / -OH- OVERHEAD UTILITY Cj INV=964.39 OUTLET=960.04 INV=961.54 FO- UNDERGROUND FIBER OPTIC SUMP=961.39 INV=960.04 SUMP=958.54 / / �F UNDERGROUND ELECTRIC CTV- UNDERGROUND CABLE TV + + + + + + + + + I + + 1F + + + + + + + + - - PROPERTY LINE 00 + + � + + + + %f + + ,-F'-+ \+I + ` CONIFEROUS TREE ----- -Drainage and uti7it ea ent per lot of ARBORETLM BUSINESS PARK-�'- __ + + + + + + + tt -�� + + + F/+ + + + + + + + + + X + /+ /+ AWL DECIDUOUS TREE / L+-�--#�--i�-f--t- f-- + + + �+ + + + + + +I� �F + / + /+ + -WL- 4t WL -W�- f -�--�� + + + + + + + + + + + + + ��+ + +/+ -X-X-X-X- PARKING COUNTS Q - - - / T ........................................................................................................................................................................................................ / BLUFF CREEK OVERLAY DISTRICT •• •; �(� a •••••••••••• i � iwvI UiXni1N J 1 UD I L ICVVF UIVA11N D I UD 1 / / / I / X / / / :.':.'.. I / / / u .................................................................................... ° ° / / 12.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR 4 L F-12 HDPE @ 2.0 /°.................................................................................... ........................................................................ �� ........ �. '::::::::: ':. _ ... : ' .:::::::. ::�: � _ .. :::..::•:::•::•::•:::: 4 LF -12 HDPE @ 2.0 /°....................................................................... 36 ACCESS RISER ""' '' = _:'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::.......... YI / / WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST _ ....... ". * ...... 8 INV 964.40 INV -964.40 � x / / / / / / / / /� / Issue Record RIM=971.51 �.. / /i BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES CATCHBASINS AND OTHER �................... (VERIFY SIZE INVERT & VERIFY SIZE INVERT & 320A / INV=958.17 :...: ........................... ...'....:... a 1:1 / / / / /i ( x / / / / /� STRUCTURES. ................................................................... ... ........ "".............::::::.. 'J LOCATION W MECHANICAL:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. f' / i "' / ) LOCATION W/MECHANICAL) / / / / / / / / /� / ....... ........ ............... ... ............. ..................................................................................... 06-15-18 CITY SUBMITTAL / / / -Drdin f easefnenf �TIO Y / ::. . .:.. ...........:...::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::....................::::: per 36" ACCESS RISER """"":::::::: •:L': "':::::::::::: :: a _::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: / / t4RB0i r.:>`t ,�RKIA,Af 13.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES _ _ W �j` / / :..:.:....:../ / 06 19 18 WATERSHED SUBMITTAL R g / /RIM 972.30 •: _;��:�: H ':.' ::::............a ° ° a / /r`:::::./ CHAPTER 4714: .............................................................................................................................................I / / ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: / / / / .. / / / a. PIPES 4 -INCH TO 10 -INCH IN SIZE MUST COMPLY WITH AASHTO M252. - - INV=958.1 7 ---- - --- --- / :::::::...:............... :::::::.:..:::::... :::::::::.......... ..................... / 07 12 18 WATERSHED RESUBMITTAL so ................................................................................................................................................................................. / / / :..777::.... / / i / ..... ..................... ................................................................................................................................................... / I / / / b. PIPES 12 -INCH TO 60 -INCH IN SIZE MUST COMPLY WITH ASTM F2306. .................................................. / / / / .. / :..... / 36 ACCESS RISER n n - / 1 ..........._................................................................................................................................................................................................... I / i I / / Il.ax ► ....................I.................. I................................. / / / :::: ::.:::::::::::.::::::... c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. 07-27-18 WATERSHED RESUBMITTAL .............................................................................I..........................I........................................................................................ / / Y / / o RIM=971.98 / ................................................................ o / / / / / I / / / }: :......::: .:: '..':::... d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. INV=958.17 GAS -- -r--�- -----�-- --- -----��------------ -�-- ----- --1---------- I - --/-f 1--7,� ,L- :::•::•::.::•:..%7.:::::::::: �`:::::::•::...:....: ::::::::::::::::. 08-02-18 CITY RESUBMITTAL J - G _ , gti GAS • 6' G ^ AS GAS • g� • 6 h '8, 08-03-18 GMP PRICING SET Z M n Lai X a'� I I „ROP 12„RCPCB >>> I 05-03-19 CITY SUBMITTAL o ,, \2 H U RIM=974.88 ^ LO >> 18"RCP E RIM=97 56 /�> INV=971.25 AF >> - N r _ - CB i / INV=97249 /� o NV_971.0 S n » w RIM -975.77 7 INV 972.36 - V 971.022 N I I / 7 CB INV=971.41 INV=972.3 I RIM=976.04 I I I I I I INV -969.69(N v$ I INV= S Sheet Title c- -� O UTILITY PLAN RIM=970.65 I _ SMH I INV=s57e.si INV(N)=964.32 102 LF -12" HDPE VCBMH 32 I z STORM SEWER o CB I NV(E,W)=963.81 RIM=969.25 �'•' I > < RIM=977.46 @ 0.5% I i INV=964.32 37 LF -12" HDPE @ 0.5% CALL BEFORE YOU DIG! 0 a _ �M 9730 0.40 I Gopher State One Call c ^ I I INV=963.62 TWIN CITY AREA: 651-454-0002 a cm I TOLL FREE: 1-800-252-1166 SUMP=960.62 U � Sheet Information 80 LF -12" HDPE @ 3.9% I I WARNING: 0 INLET INV=960.48 I THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY b m I I I COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF 7 cnjl THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT c J I I 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF Date ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, 0 C4.2 VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED LL 2019-05-03 DURING CONSTRUCTION AT NO COST TO THE OWNER. ©2009 WH t Young space Daegn