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CAS-25_CENTURY PLAZA BUILDING "C"DESIGN TEAM: DEVELOPER: CPV DEVELOPEMENT COMPANY 1300 Willowbrook Drive Wayzata, MN 55391 (763)473-6414 (phone) (763)473-0491 (fax) craigalshouse@aol.com Contact: Craig Alshouse ARCHITECT: DSGW ARCHITECTS INC. 548 Appolo Drive Suite 10 Lino Lakes, Minnesota 55014 (651)784-7924 (phone) (651)874-7925 (fax) slanak@dsgw.com (e-mail) Contact: Steve Lanak I CIVIL: BKBM ENGINEERS 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 (763)843-0420 (phone) (763)843-0421 (fax) tcesare@bkbm.com (e-mail) Contact: Tom Cesare or Steve Kummer LANDSCAPE DSGW ARCHITECTS INC. 548 Appolo Drive Suite 10 Lino Lakes, V'nnesota 55014 (651)784-7924 (phone) (651)874-7925 (faxy MECHANICAL AND ELEC I R!"A DESIGN BL` 2 F LJ F F) L�) CITY OF CHANHASSEN RECEIVED JUL 0 2 2004 CHANHASSEN PLANNING DEPT CHANHASSEN, MINNESOTA SHEET INDEX: ARCHITECTURAL AO.1 TITLE SHEET L1.0 LANDSCAPE PLAN A1.1 SITE PLAN A2.1 FLOOR PLAN & BUILDING 6ECTION A5.1 EXTERIOR ELEVATIONS CIVIL CO TOPOGRAPHIC SURVEY C1 GRADING, DRAINAGE & EHOSION CONTROL_ PLAN C2 UTILITY PLAN C3 GEOMETRIC PLAN C4 CIVIL DETAILS C5 CIVIL DETAILS C6 CIVIL DETAILS C7 STORM WATER PREVENTION PLAN VICINITY MAP SITE LOCATION CITY HALL enriching communities OD.. - through architecture duluth • virginia • grand rapids • twin cities www.dsgw.com CENTURY PLAZA LOT "C" HWY. 5 & CENTURY AVE. CHANHASSEN, MN project # 04056 date June 16, 2004 file name drawn by _ N LR checked by ._ IEE name John E. Erickson reg. If 24199 sign date JUy 2, 2004 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. signature >w/ Lsl►3.�+.� E ,�\NPRV pR F pR CoNs mark revisionAssue sheet title sheet number date CITY SUBMITTAL Jury 2, 2004 COVER SHEET A0.1 0 0 10' 20' 40' (:DCLANDSCAPE PLAN -CENTURY PLAZA'C' LANDSCAPE - 20' - - — - ---- SCALE: 1" = 20' PLANT 50HEDULE 04056 KEY QTY BOTANICAL/COMMON NAME SIZE 1 ROO REMARKS checked by MMA name &S'—"o'► 6RMN5PIRE LINDEN/T111a cordata 'Greeneplre' 2.5' BS5 July 2, 2004 7 SUMMIT ASH/Froxinus pemsylvanlca '5ummlt' 25" B415 SUA sac I AR MAPLE/Aur saccharum 1 5PRIN& SNONYORAWoiatus '5prmg 5noW — 04 25" 540 AMM —094 8 AM; MAPLE CLUMP/Acer glmala B!B JTL -1 JAPANESE TREE LILAC, CLUMP/Syringo reticulata BiB 51-15 RTO k 15 BLACK HILLS SPRUG EM"AL dens 66M DOGWOOD/Cornua serlcea 'BaHeyl' b' rsB PBV VIS lentago do cont LILAC Inge -M DWARF WINGED EUONYMOUS/Euonyrnom alatue 'Compactue' e5 cont DWAaiP KOREAN LILAC/Syringa meyeri 'Pallban' 05 cont 5' O.G. 5CANDIA JUNIPERA.Wiperus sabina 'Scandla' e5 cont ADMOOR JUNIPM.Wiperue sabtna 'Broadmoor' TLP-92-7 e5 cont A.W. SPIREA/Spira x bumalda'Anthony Wateror' e2 cont ITTLE PRINGES5 5PIREA/5piraea Japonica 'Little Primase' s2 cont STELLA DE ORO DAYLILY/HemerocalIts 'Stella de Oro' el cont ALPINE CURRANT/'Rhibes alpinwn cont enriching communities ' through architecture fl 31pJ e1 aw duluth • virginia • grand rapids • twin cities www.dsgw.com CENTURY PLAZA LOT "C" HWY, 5 & CENTURY AVE. CHANHASSEN, MN project# 04056 date June 16, 2004 file name 04056-L1.0-Land-Site-Pl. drawn by TS checked by MMA name John E. Erickson reg. # 24199 sign date July 2, 2004 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. signature 9242_ EM`N PRY pR X101 V0R \pN C0N451 nark revision/issue date CITY SUBMITTAL IuLY 2, 2004 1Q ADDENDUM #1 AUGUST 11, 2004 CITY OF CHANHASSEN RECEIVEQ_- _- AUG 12 2004 _ CHANHASSEN PLANNING DEPT LANDSCAPE PLAN sheet title sheet number Ll e0 C k- r') Q LU J CD rVol m z W V SITE PLAN 1"=30'0" TRUNKHIGHWAY NO. S SITE COVERAGE 04056 date PARKING ACTUAL SF REQUIRED PROVIDED LOT SIZE= 85,044.6 S.F. (1.95 ACRE) OFFICE/SERVICE 12,000 54 John E. Erickson reg. # 24199 sign date (4.5/1000 SO PARKING = 33,136.1 S.F. 40.0% RETAIL (1/200 S.F.) 3,000 15 BUILDING = 15,042.3 S.F. 17.7% GREEN SPACE= 36,866.2 S.F. 43.3% - TOTAL SPACES 69 71 - —--- _ — PERVIOUS = 36,866.2 S.F. 43.3% ACCESSIBLE 3 4 - - - IMPERVIOUS= 48,178.4 S.F. 57.7% NON ACCESSIBLE 66 67 0 15' 30' 60' SCALE: 1" =30'-0" PLAN NORTH (T) enriching communities through architecture duluth • virginia • grand rapids • twin cities www.dsgw.com CENTURY PLAZA LOT "C" HWY. 5 & CENTURY AVE. CHAN HASSEN, MN project # 04056 date June 16, 2004 file name drawn by N LR checked by JEE name John E. Erickson reg. # 24199 sign date July 2, 2004 I hereby certify that this plan, specification, or report was prepared by me or under nn y direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. signature �I42- V0 oN CONC '3 mark revision/issue date CITY SUBMITTAL JUw 2, 2004 sheet title sheet number SITE PLAN A3.1 VARIES SEE ELEV. TOP OF PARAPET __ JOIST BRG. HIGH END ROOFTOP MECH. EQUIPMENT WILL BE SCREENED BY CONTINUO MINIMUM 3' PARAPET. (EQUIPMENT BY OTHERS) 113'-2 5/8" JOIST BRG. LOW END CONCRETE \\ EAND GUTTERURB CONCRETE LANDSCAPE SIDEWALK AREA A5.1 LANDSCAPE AREA ROOF DRAIN TO DRAIN— o INTERNALLY AND TIE INTO STORM WATER q LINE. O oa TOP FINISHED FLOOR - CONCRETE CURB AND GUTTER TOP OF FOOTING I � BUILDING SECTION CONCRETE / 2 SIDEWALK i \ i 3 / � A5.1 PROPOSED h LANDSCAPE \ OFFICE/ SERVICE " AREA (129000 S.F.) �\ D E K % \ o o CONCRETE CURB ENTRY AND GUTTER CANOPY CONCRETE LANAREDSCAPE A 7 2 \\ E SIDEWALK I az.t 0 CONCRETE) \ �/ E PATIO h/ \ PROPOSED RETAIL SPACE (2 BAYS 3,900 S.F. " TOTAL) I! / � I 1 I I E I A5.1 I °o O � \ O M 'A �0. \Q! b, o H 3--- _--- - OOR PLAN = 1'-0" 25'-0" 20'-0" 20'-0., 130'-0" 2 C D A5.1 20'-0" E 101/8 PLAN NORTH enriching communities through architecture o suuAgv. duluth • airginia • grand rapids • twin cities www.dsgw.cmn CENTURY PLAZA LOT "C" HWY. 5 & CENTURY AVE. CHAN HASSEN, MN project It 04056 date June 16, 2004 file name drawit by NLR checked by JEE name John E. Erickson reg. # 24199 sign date July 2, 2004 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect tender the laws of the State of Minnesota. Signature RM,NPR'� PR 01o CoNs mark revision/issue CITY SUBMITTAL date JuLy 2, 2004 FLOOR PLAN & BUILDING SECTION sheet title sheet number A2.1 26 PARTIAL FRONT ELEVATION 1/8" = 1'-0" FRONT ELEVATION 1/8.• = 1' 0•. ROCK FACE BLOCK 122'-8" T.O. HIGH PARAPET 1201-0II T.O. PARAPET 117'-6" T.O. LOW PARAPET FACE BRICK W/ BANDING 110'-0" T.O. WINDOWS ALL WINDOWS TO BE — CLEAR ANODIZED ALUMINUM FRAMES AND GLASS FACE BRICK 100'-0" FLOOROCK FACE BLOCK T — .O. FINISHED R REAR ELEVATION 1/8" = 1'-0" PRE FINISHED METAL De DADrT n ArW[Klr. 122'-8" T.O. HIGH PARAPET 120'-0" T.O. PARAPET 11 r-6" T.O. LOW PARAPET FACE BRICK W/ BANDING 110'-0" If T.O. WINDOWS ALL WINDOWS TO BE — CLEAR ANODIZED ALUMINUM FRAMES AND GLASS FACE BRICK I F\/ATI n N n PT -A BRICK C. SILL LOCK K FACE BLOCK (STANDING SEAM METAL ROOFING PRE FINISHED METAL FLASHING HARDIE CEMENT BOARD PANEL TENANT SIGNAGE t PRE FINISHED METAL FLASHING PRE FINISHED METAL 122 8" FLASHING T.O. HIGH PARAPET HARDIE CEMENT BOARD 120'-0" _ PANEL (PAINTED) T17' -PARAPET T.O. LOW PARAPET FACE BRICK W/ ACCENT TENANT SIGNAGE BANDING 110'-0" �❑ ElT.O. WINDOWS ALL WINDOWS TO BE �❑ REIF ❑ CLEAR ANODIZED ALUMINUM FRAMES AND GLASS �❑ ❑ FACE BRICK ROCK FACE BLOCK 100'-0" T.O. FINISHED FLOOR C QD CES F G PRE FINISHED METAL FLASHZ enriching communities i through architecture O alFlJ dxr. duluth • virginia • grand rapids • twin cities www.dsgw.com CENTURY PLAZA LOT "C" HWY. 5 & CENTURY AVE. CHANHASSEN, (VIN project # 04056 date June 16, 2004 fle name drawn by N LR checked by J EE name John E. Erickson reg. # 24199 sign date July 2, 2004 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. signature � M`N PRS Vol CONS mark revisionlWue CITY SUBMITTAL sheet title sheet number date IuLy 2, 2004 EXTERIOR ELEVATIONS A5.1 Y 982.5 12" 7C 982. w 12" T w / 982.2 12' jku Z O U 981. 12%T 981.5 12" TC R� 5T x 981.4 • 979.6 /S" RCP Sr S� BENCHMARK #1 TNH ELEV=983.91 FEET d /2' RCP ST 78 TH STREET 982. 98 6� 982.2_ 1_8211 `� 98L8 981.6 1.312" TC 9 1.2 / 12" TC "" `_C 0 N C R E T E '- 'u 1.512 7C 981.112• TC 12' TC I� �C 12" TC ry 12" TC 979.4 977.2 981. 0-# C -R -'E 1--E 98x.0 980.8 980.5 1 TC 1z• Tc 60.0 12 TC / 982.} 962.1 981.9 9 ,1.7 I. 12" TC 12" TC 12" TC 12" TC 19 TC 111''TC 12^ TC = 979.7 979.4 978. 978.7 12'7 / � ,ggl � B I T UMI N O U S ��q 12 rc 12" Tc 1z" Tc 97x.4 . 981.3 ia' 961.0 980.8 ' 980.7 • 980.4 • 980.2 0.0 %Jr - \ • 981.8 .961.5 CB CB / TOP=980.4 TOP=979.4 " 9� 77.5 / INV=976.7 INV=976.1 y g / .978.5 978.2 977.4 197575 9 I.7 9816 981.4 981.3 981.1 980.9 960.7 980.5 90.4 7g_ 12" TC 977.0 &L,s 12" TC 12" TC 12' TC 12" TC /980.9�C-$g/ 12" TC 12• TC 12" TCS 12 TC 12" TC 980.6 12" TC 979.2 / : 977.8 980.2 1T TC 7g,g 981.9 y81.5 �C 981.3 - -tea-- fig/ - - 4 9 12"'T / 197 TC 981.6 81.9 12" TC •- HC UCTV OtJNO ddN00T CIM 79.6 x 9�-2 B`prQ 974.6 32.00a C\C 981.9 982.7 UGTV 981.3 981.6 11 S% ° 978.8 977 TG FOUND MNDOT Cl /r G� FOUND AIL FOUND MNDOT CIM x981.4 81 .NS °,32//7 E 9 305 ' \ \ /N89°59'53"E 1327/=9a1.z -- '961.1 S88°/9'98 E 150.0696 50.15 - -- "2242 E9819FOUND RI RI ON�fPE�2LS 40 \ 97e.o 9i B • y .2 \ 9HYD 735 TTNHCELEV=9ARK 76.52 FEET 81.8 981.3 - 198 7jT - :9&cl x961. l = 981.4 - • 981.4 \ TC / / % (/ 9736 62.0 981.8 J 9��-81f/y7 �� O O O O \ Al / 7 " TC 981.7 8 9 1 ._ O / \_ \ \ \ 977- /? 7C N 0 C/ J �' Q \ ._ • 981.6 / 10 \ -97 .8 \ \ \ S • 974.3 .5 0' I /-980.4 \ \ I \ \ C ti 981.7 U J 9.1 \975. C.�. � :973.5 1.2 977. TC 977.3 977.6 / 12' T (I - 976.5 976.4 I 976.9 TC/ 9 0.6x \ I • 981.3 -981.6 \ -982.4 979. • 980.8 -980.4 \\ • 991.2 \ 914 TC / DRAINAGE & UTILITY EASEMETJT PER =981.4 \ / '961.4 I I �• \ 991.5 ARBORETUM SHOPPING CENTER\ =se1.3 \I 9\78.0974 9 `� 12" TC \ 1.2 8i` �}-�y_� Ll-�' )'r_ �7 -r„>, A ` J lJ //-,//r,/ /AV /l 71 ' 981.5 I \ . 80.0 I I \ \\ \ '� 97 • / \ /-Il \ L, I`/I \ L_ I tJI VI\� 974.0 \' \ /Jk 97J�I \ \ -980.6 / • 980.8 \ \ ' 980.6 � 1 980.0 979.0 \\�� ?/'R STS/ o H 93.9\ 1 1 =980.2 x98.10 I .981.9 I `9.Q4 \ 973.D ^�yL/ 973 51 V= 9 2.0 980.8 •960.7 \ \ ' 981.3 \ I = 978.41 \ \ / / IV \ • 74.71 ` 1 ` L_L// , \ I \ ' ` \ 3 .72� 1 ' 1 979.1 •980.2 \ • 981.1 1 • 80.1 I / 1 I • 975. \ \ 972.0 y \ I I 1 I I 974.6 \ • 980.1 L I J 1 * 981.0 \ \ 979.4 S 6 16'27"E ' 1 5 N I p\I T¢P=98 2 ' II V= 96 .0 'ID \ \` = 979.8 - 980.4 I C\ J / / ')979.0 / -971.2 I x 9f 4.5 970.5 + / 975.9 974.6x a�\\ \ "\ • 979.8 ^ \ \ I •9B 1.7 \ • 98� 9780 __/ I O \ \ • 979.8 I \ J� / / .970.5 1 V `'� = 900.6 -9-74 • 974.3 E P \ 977.6 I 978.1 _ 79-\ - 979.6 10 ' I •979.8 < ' -980.3 / \\ =979.2 N 967.9 4.7 =� _ ` I I N I \•\ \ \ x979.7 \ � <, :981.1 / / •976.6 / /9 64.07 � • 9 5.2 � • 974.2 C\ • 978.4 - 9 9 x979.3 ts) = 978.7 x 977.8 9 7.1 5 wOl/ I - ` • 7d - x \ 1"') 981.5 ��1' / / / •/�J� / / 0 977.6 \ \ � l g?¢ / / 968.0 ' 980.1 � I J / -979.4 / \1 x 9? • 978.8 191 O 4. 77.0 ZI 10 I\ \ \ \ •978.8 \ \ \ I 10 C\V��,\ (l�� / .980.3 \\ = •N6.9 Y' "\ `� p I 978.7/ 97 R.4 •974.3 \ / I •97 4 =97 S \ \ 977.Q ` =978.4 \ I a \ _ •980.8 / •177.0 /'968.2 \ I \ \ \ • 976.6 \ -- • 979.3 \ \ / ' 977.6 \ \ -978.3 �= 981.0 ^-� • 979.5 • 97y.2 V / ° \ \ •974.4 \ \ �I�` -- �- .977.9 r = 74.9 .977.3 \ v \ \ I Y 977.0 \ \ \ V +977.9 x 979.9 I / / / !967.9 ,7x,-I,I \ \ .. \ • 977.7 I • 980.2 •977-1 / : 975.6 ' 97\7 -977.2 x 977.3 / / I -977.1 -979.6 .978.8 \ \ \ -� 1 \ -980.6 / 978.0 , \ \ x975.4 =977.1- •978.5 I Ye hereby certify that this survey, plan or report was \ � / _ _ - I / / / 70.5 prepared by me or under my instruction and that I am 978 IX L. v / i a duly Registered Land Surveyor under the laws of the < 977.7 I •978.7\ \ \ \ \ / •976.5 \ / I I / » aS/o ' State of Minnesota. TV BOX \ m • 978 /8.0 .979.2 I0 977.8 / 11197�i \\ \ \ .9765 •976.8 / / •979'8 ,x765 / / /y766 9/ Dated this I Ith day of March, 2004 \o \ +877'4\ 977'1 / a 9799' / r / SUNDE LAND SURVEYING, LLC. s -,9730 t1 O,�Q$ r -A lTA-1) / x980.3 ' 2977.5/ / I' / 7' 0 I ( \ \ v L_ / V / L_ / \ / ' 79.0 I I - - - - - - - - - - - - - - - - - - - - - - - - - �T x967.2 By. -------- 977. • 79 R=9781 \ \ -- \ ^ Mark S. Hanson, R.L.S. Minn. Re Na. 15480 �/ / 7 9- \ • 979.4 �,¢ \ / _9 V I I • 979 / .7 1 Z \ \ _- 87 7 • 978.9 \ • 979.4 974-L_• 978. / 1 \ =�� / x 980.6� / 1 I O \ Q / `\ 919- - ' / \ • 978.5 •\ 7.0 \ \ =976.3 ARVOR TUM SHOP INGACENTERT PE _ \ \ -' -96R 971'8 • 9N3 \ • 967.1 977.2 ' 977.7 \ $7$ x 979.^_ \ / 10 "1 \ \ \ :979.7 \ 78 I \ .D / \ i �\ \ his o ,9_77.6 \_ 982. ` \ • 977011 \ 978.71 977.1 --9 77.0 0 ` • 983.0._4-y ( 977.2--- ` \\ I I • 983.7 FOUND MNDOT CIM %`� / o u �- \ �� ^ I I I \ \ W � _Y923-0- -- • 977.1 i .\ \ � / 9 7 �•fl78.0 \ = „ \ ' �,> OUNLtrOR_IPE-RLSJ9840 ,g8- /Y�' \ i 4=2 42 28 L =276. l 7 R=5844.58 C=276.14 C. BRG. /V89 43,32JIV - _ _ _ - _ /' ' j .e 76.8 • 9 6.9 • 977.3 �-� / - x9a59 $ \ 9` _�= _ X977. x977.5_ _ _ - / 7 tiC EMH �_ • 976.9 • 976.6 • 976.3 x-9iCr.0- - 97 6 / J / I x 967.0 76.9 76.9 97 .5 - • 975.9 •975.5 • 975. x 4.9 �. - (XE x 7 .5 x 974.2 -9'7'3 �� - • 970. 9 977.0 4.6 "� : 973.6 #S 973.3 �- - - TC TC TC TC / TC 7C TC g7 78.8 97TC 6.8 976 976.3 6.b 975.6 975.2 74.7 EMH TC974.3 TC9739 TC973.5 TC973-4LY,Y �9 Ca -TC-972.8 TC 972.4 qEMH • 971.3 - = 970.7 969-7 x 968.1 12" TC /977. DESCRIPTION OF PROPERTY SURVEYED Lots I and 2, Block I, ARBORETUM SHOPPING CENTER, according to the recorded plat thereof, Carver County, Minnesota. NOTES 1.) Location and sizes of underground utilities shown hereon are approximate only and are shown based on field location of visible fixtures in combination with available data provided by various sources. Utilities shown are dependent on the completeness and accuracy of data provided. Other underground utilities of which we are unaware may exist. Verify all utilities critical to construction or design. 2.) Contact GOPHER STATE ONE CALL of 651-454-0002 for precise onsite location of utilities prior to any excavation. 3.) This survey was prepared without the benefit of current title work. Easements, appurtenances, and encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon receipt of a current title insurance commitment or attorneys title opinion. 4.) The subject property lies within Zone C, (areas of minimal flooding), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 270051 0005 B, dated July 2, 1979. 5.) Area = 123,731 Sq. Ft. or 2.840 Acres STA TE TRUNK H W Y. NO. 5 N u h LE GENA m July 2, 2004 980. TC O F:/04363/ m N SLK 979.6 2 TC BH Denotes beehive catch basin reg. # O o July 2, 2004 7 12" TC 12" CB Denotes JZ x 978.5 \ .7 *INV= DIP Denotes F pl`iN 912,�1TC .8 977. TC 977.3 977.6 / 12' T (I - 976.5 976.4 I 976.9 TC/ 9 0.6x \ I • 981.3 -981.6 \ -982.4 979. • 980.8 -980.4 \\ • 991.2 \ 914 TC / DRAINAGE & UTILITY EASEMETJT PER =981.4 \ / '961.4 I I �• \ 991.5 ARBORETUM SHOPPING CENTER\ =se1.3 \I 9\78.0974 9 `� 12" TC \ 1.2 8i` �}-�y_� Ll-�' )'r_ �7 -r„>, A ` J lJ //-,//r,/ /AV /l 71 ' 981.5 I \ . 80.0 I I \ \\ \ '� 97 • / \ /-Il \ L, I`/I \ L_ I tJI VI\� 974.0 \' \ /Jk 97J�I \ \ -980.6 / • 980.8 \ \ ' 980.6 � 1 980.0 979.0 \\�� ?/'R STS/ o H 93.9\ 1 1 =980.2 x98.10 I .981.9 I `9.Q4 \ 973.D ^�yL/ 973 51 V= 9 2.0 980.8 •960.7 \ \ ' 981.3 \ I = 978.41 \ \ / / IV \ • 74.71 ` 1 ` L_L// , \ I \ ' ` \ 3 .72� 1 ' 1 979.1 •980.2 \ • 981.1 1 • 80.1 I / 1 I • 975. \ \ 972.0 y \ I I 1 I I 974.6 \ • 980.1 L I J 1 * 981.0 \ \ 979.4 S 6 16'27"E ' 1 5 N I p\I T¢P=98 2 ' II V= 96 .0 'ID \ \` = 979.8 - 980.4 I C\ J / / ')979.0 / -971.2 I x 9f 4.5 970.5 + / 975.9 974.6x a�\\ \ "\ • 979.8 ^ \ \ I •9B 1.7 \ • 98� 9780 __/ I O \ \ • 979.8 I \ J� / / .970.5 1 V `'� = 900.6 -9-74 • 974.3 E P \ 977.6 I 978.1 _ 79-\ - 979.6 10 ' I •979.8 < ' -980.3 / \\ =979.2 N 967.9 4.7 =� _ ` I I N I \•\ \ \ x979.7 \ � <, :981.1 / / •976.6 / /9 64.07 � • 9 5.2 � • 974.2 C\ • 978.4 - 9 9 x979.3 ts) = 978.7 x 977.8 9 7.1 5 wOl/ I - ` • 7d - x \ 1"') 981.5 ��1' / / / •/�J� / / 0 977.6 \ \ � l g?¢ / / 968.0 ' 980.1 � I J / -979.4 / \1 x 9? • 978.8 191 O 4. 77.0 ZI 10 I\ \ \ \ •978.8 \ \ \ I 10 C\V��,\ (l�� / .980.3 \\ = •N6.9 Y' "\ `� p I 978.7/ 97 R.4 •974.3 \ / I •97 4 =97 S \ \ 977.Q ` =978.4 \ I a \ _ •980.8 / •177.0 /'968.2 \ I \ \ \ • 976.6 \ -- • 979.3 \ \ / ' 977.6 \ \ -978.3 �= 981.0 ^-� • 979.5 • 97y.2 V / ° \ \ •974.4 \ \ �I�` -- �- .977.9 r = 74.9 .977.3 \ v \ \ I Y 977.0 \ \ \ V +977.9 x 979.9 I / / / !967.9 ,7x,-I,I \ \ .. \ • 977.7 I • 980.2 •977-1 / : 975.6 ' 97\7 -977.2 x 977.3 / / I -977.1 -979.6 .978.8 \ \ \ -� 1 \ -980.6 / 978.0 , \ \ x975.4 =977.1- •978.5 I Ye hereby certify that this survey, plan or report was \ � / _ _ - I / / / 70.5 prepared by me or under my instruction and that I am 978 IX L. v / i a duly Registered Land Surveyor under the laws of the < 977.7 I •978.7\ \ \ \ \ / •976.5 \ / I I / » aS/o ' State of Minnesota. TV BOX \ m • 978 /8.0 .979.2 I0 977.8 / 11197�i \\ \ \ .9765 •976.8 / / •979'8 ,x765 / / /y766 9/ Dated this I Ith day of March, 2004 \o \ +877'4\ 977'1 / a 9799' / r / SUNDE LAND SURVEYING, LLC. s -,9730 t1 O,�Q$ r -A lTA-1) / x980.3 ' 2977.5/ / I' / 7' 0 I ( \ \ v L_ / V / L_ / \ / ' 79.0 I I - - - - - - - - - - - - - - - - - - - - - - - - - �T x967.2 By. -------- 977. • 79 R=9781 \ \ -- \ ^ Mark S. Hanson, R.L.S. Minn. Re Na. 15480 �/ / 7 9- \ • 979.4 �,¢ \ / _9 V I I • 979 / .7 1 Z \ \ _- 87 7 • 978.9 \ • 979.4 974-L_• 978. / 1 \ =�� / x 980.6� / 1 I O \ Q / `\ 919- - ' / \ • 978.5 •\ 7.0 \ \ =976.3 ARVOR TUM SHOP INGACENTERT PE _ \ \ -' -96R 971'8 • 9N3 \ • 967.1 977.2 ' 977.7 \ $7$ x 979.^_ \ / 10 "1 \ \ \ :979.7 \ 78 I \ .D / \ i �\ \ his o ,9_77.6 \_ 982. ` \ • 977011 \ 978.71 977.1 --9 77.0 0 ` • 983.0._4-y ( 977.2--- ` \\ I I • 983.7 FOUND MNDOT CIM %`� / o u �- \ �� ^ I I I \ \ W � _Y923-0- -- • 977.1 i .\ \ � / 9 7 �•fl78.0 \ = „ \ ' �,> OUNLtrOR_IPE-RLSJ9840 ,g8- /Y�' \ i 4=2 42 28 L =276. l 7 R=5844.58 C=276.14 C. BRG. /V89 43,32JIV - _ _ _ - _ /' ' j .e 76.8 • 9 6.9 • 977.3 �-� / - x9a59 $ \ 9` _�= _ X977. x977.5_ _ _ - / 7 tiC EMH �_ • 976.9 • 976.6 • 976.3 x-9iCr.0- - 97 6 / J / I x 967.0 76.9 76.9 97 .5 - • 975.9 •975.5 • 975. x 4.9 �. - (XE x 7 .5 x 974.2 -9'7'3 �� - • 970. 9 977.0 4.6 "� : 973.6 #S 973.3 �- - - TC TC TC TC / TC 7C TC g7 78.8 97TC 6.8 976 976.3 6.b 975.6 975.2 74.7 EMH TC974.3 TC9739 TC973.5 TC973-4LY,Y �9 Ca -TC-972.8 TC 972.4 qEMH • 971.3 - = 970.7 969-7 x 968.1 12" TC /977. DESCRIPTION OF PROPERTY SURVEYED Lots I and 2, Block I, ARBORETUM SHOPPING CENTER, according to the recorded plat thereof, Carver County, Minnesota. NOTES 1.) Location and sizes of underground utilities shown hereon are approximate only and are shown based on field location of visible fixtures in combination with available data provided by various sources. Utilities shown are dependent on the completeness and accuracy of data provided. Other underground utilities of which we are unaware may exist. Verify all utilities critical to construction or design. 2.) Contact GOPHER STATE ONE CALL of 651-454-0002 for precise onsite location of utilities prior to any excavation. 3.) This survey was prepared without the benefit of current title work. Easements, appurtenances, and encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon receipt of a current title insurance commitment or attorneys title opinion. 4.) The subject property lies within Zone C, (areas of minimal flooding), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 270051 0005 B, dated July 2, 1979. 5.) Area = 123,731 Sq. Ft. or 2.840 Acres STA TE TRUNK H W Y. NO. 5 N u h enriching communities through architecture e M4. duluth • virginia • grand rapids • twin cities www.&gw.com CENTURY PLAZA LOT "C" CHANHASSEN, MN project # LE GENA date July 2, 2004 file name F:/04363/ ` SLK checked by BH Denotes beehive catch basin reg. # 27031 sign date July 2, 2004 CB Denotes catch basin .7 *INV= DIP Denotes ductile iron pipe .8 EMH Denotes electric manhole HCR Denotes handicap ramp HHC Denotes communications hand hole HYD Denotes fire hydrant Revision By Dote INV Denotes structure invert elevation : PVC Denotes plastic pipe RCP Denotes reinforced concrete pipe SUR�EYtrA9 SAN Denotes sanitary manhole SAN S Denotes sanitary sewer CLARK CONSTRUCT/ON ST S Denotes storm sewer BENCHMARKS: TC Denotes top of concrete curb elevation F952-881-2455.FAX: TL Denotes traffic light I.) Top of top nut of Ist fire hydrant east of TV BOX Denotes cable tv box Century Blvd., north side of W. 7th Street. Dote: 0,311112004 UGC Denotes underground communications line Elevation = 983.91 feet U e Pro/ect:2003-128 UGE Denotes underground electric line 30 0 30 60 Surveying,LLC. Drawing: UGTV Denotes underground cable tv line 2. To of to nut of ) p p 2nd fire h drant y east of ngton Freeway (3435 supe 118 35 2003128003dw g W Denotes water line Century Blvd., north side of W. 7th Street. nesota 55420-3435 Business: 1O WV Denotes water valve Elevation = 976.52 feet SCALE IN FEETss•FAx: 952-888-9526 Sheet: 12" TC Denotes 12 inch wide top of concrete curb elevation enriching communities through architecture e M4. duluth • virginia • grand rapids • twin cities www.&gw.com CENTURY PLAZA LOT "C" CHANHASSEN, MN project # 04363.00 date July 2, 2004 file name F:/04363/ drawn by SLK checked by TJC name Thomas J. Cesare reg. # 27031 sign date July 2, 2004 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota. signature M`NPR�I pRNo� VOL oN oNS�RV�1\ C mark revision/usue date B930 Brooklyn Boulevard Minneapolis, MIN 6) ENGINEERS Fax: (763) 843-0421 E -Mail: bkbmpbkbm.ccrn Sheet title sheet number TOPOGRAPHIC SURVEY CO y3�, �\ \ 10 OUND IRON PIPE RL`I� 19840 �t I 974.6 '152 --,6ENCHMARK \ g%>2 Waft TI � LE�V-976.5E BEET ` G� 1,00 '2'� ��% &/ T �� 101 973.6 <� /•`-� TUU 011 CB ;r\�11 6 ` �� TOP 0 '�i 7" ` 972.75 � ❑ � 9 > �� I976.50 V E=971.43 � •��\ i " TNV W=972.5 7.1 6. '. ' - _ .8 �, �_ 4,11 6.2 ' ❑*411 I EROSION CONTROL NOTES: J,r�-� - / `� 1. ALL EROSION CONTROL FACILITIES SHALL PE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY \ �C____.�s�l .\� i \,->7� 12 �\ ;%� :� /•�f i ENGINEER AND WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF THE '- I `.�,✓ Silk �'� , REQUIRED EROSION CONTROL FACILITIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED. THE i ql 6.8 ;.. ,v_ T' ` CONTRACTOR IS RESPONSIBLE TO SCHEDULE A PRE -CONSTRUCTION GRADING MEETING ON-SITE WITH THE CITY 41111 \ /gypp; ',� ENGINEER AND WATERSHED DISTRICT. IF DAMAGED OR REMOVED DURING CONSTRUCTION, ALL EROSION CONTROL /• >/: \ / nl \ .7 �' - • " 6 FACILITIES SHALL BE RESTORED AND IN PLACE AT THE END OF EACH DAY. e �/ �Y/ �/' I ! i� y, i 4TH 16 2, ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEFORE, DURING OR L_ -� 9Z \. AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THE REQUEST OF THE CITY AND/OR WATERSHED. -aj 9 %,/i" /% / j j a / ' j" 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT ORO!`;%/ 1 J PRIOR APPROVAL FROM THE CITY. v-- _-- A �?. /�' 7.0 / 97 \ I ij 01 - 4. FOR SITES GREATER THAN 1.0 ACRE, AS REQUIRED BY THE MPCA PERMIT REQUIREMENTS, THE PERMIT .�% ` J� APPLICANT MUST KEEP AN EROSION CONTROL INSPECTION LOG. INSPECTION MUST BE MADE ONCE EVERY SEVEN I Ii q15 'Y`7 y . _ / / l i I 14 -v. ' DAYS AND WITHIN 24 HOURS AFTER EVERY RAIN EVENT. THE INSPECTION RECORD MUST BE MADE AVAILABLE TO �, ' THE CITY AND WATERSHED WITHIN 24 HOURS OF REQUEST. - ` - r -j / r 8.3 .r. A - '� � ' % ' / 5. FLOWS FROM DIVERSION CHANNELS OR PIPES TEMPORARY OR PERMANENT SHALL BE ROUTED TO 10 DEMOLITION KEYED NOTES ON PLAN SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW - ALL KEYED NOTES ARE DENOTED BY ❑ . I- � ` A g 4 ,1 � - - j OR LATERAL CONVEYORS AND TO PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THE I i CONVEYORS. LJ 3 / 7 2 8.7 / 8 \ % 8.6 g• ! ❑A SAWCUT BITUMINOUS REMOVE EXISTING CURB TO NEAREST 6. SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES, DIVERSION CHANNELS, I Li T PREVENT SEDIMENT FROM EXITING THE I VIA 1 ' I" ` T \ % ` JOINT FOR ADDITION OF PROPOSED PARKING. OR DIKES AND PIPES 0 E SITE THE ACCESS ROADS. SITE -ACCESS ROADS/DRIVEWAYS SHALL BE SURFACED WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS. �C9 ' ' QT \` , B❑ SAWCUT BITUMINOUS AND REMOVE EXISTING CURB TO NEAREST 7, SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED _- 8 g.7 ,�' JOINT FOR ADDITION OF INGRESS/EGRESS POINTS. ROADWAY SURFACES, OR MORE FREQUENTLY IF REQUESTED BY CITY OR WATERSHED, THROUGHOUT THE DURATION B 8.9 ❑8 j \ g OF CONSTRUCTION. LCl ! '-; - - I 158.7 5 8.8 / i ,' 8. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS g 7 . ❑ ❑9' 8 DIRECTED BY THE CITY OR WATERSHED. 9 / 9. ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE 979 5 7.5 / � / ' /% / CONSTRUCTION. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION •\ \ t 1{ !rMEN 1 8.0 7.9 A ` ` CONTROL MEASURES, THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY 6 ' OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. a ` ` 10. ALL CONSTRUCTION AREAS DISTURBED LURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE. 8.7 / / ' ANY AREAS WHICH HAVE BEEN FINISHED GP4DED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH 9.1 I '�' , r i ' / ` ` GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND ' MULCHED AS SET FORTH IN THE FOLLOWING PARAGRAPHS WITHIN 14 DAYS: Y �.. A. THE SEEDING CONTRACTOR MUST -ONTACT THE CITY AND WATERSHED PRIOR TO APPLICATION OF SEED 9.1 / ' AND MULCH. y 10 2 9.4 / / B. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS PROPOSED / , / , / i -� �✓ GRADING KEYED NOTES BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TEMPORARY OR PERMANENT MULCH SHALL BE OFFICE/SERVICE- ALL KEYED NOTES ARE DENOTED BY ❑ ON PLAN. DISC -ANCHORED AND APPLIED AT A UNIFO`'.M RATE OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS ,r, 0 I 0 /i j THAN 80% COVERAGE. ( ) l' _ e i C / % / C. IF THE GRADED AREA IS ANTICIPPTED TO BE RE- DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A 90 [i]/ FFE 979.50 % j ' / i / ❑j INSTALL AND MAINTAIN ROCK CONSTRUCTION ENTRANCE PER TEMPORARY VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED t , I - - 8.3 DETAIL 3/C4. MIXTURE 120B AT A RATE OF 25 POUNDS "FR ACRE. 8.7 B.8 88 6.7 8.4 3 / 9.4 U D. IF GRADED AREA WILL NOT BE DEVELOPED FOR A PERIOD GREATER THAN SIX MONTHS, PROVIDE A �--r1 D 'ttT�j 9.1 ❑ 8.4 ©' O HANDICAPPED STALLS ARE NOT TO EXCEED 2% SLOPE IN ANY PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 90EI AT A RATE OF 50 POUNDS PER ACRE. 9'8 2 © 8.8 /. j f i / DIRECTION. E. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND ® 8.7 8 ,a' ' % I SURVIVED A 60 -DAY GROWING PERIOD. 7 % ' ❑3 CONSTRUCT PEDESTRIAN CURB RAMP PER DETAIL 2/C6. F. ALL AREAS THAT WILL NOT BE M -WED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE �I II �' 9 1 9)' 9 4 // 14 �� PERMANENTLY RESTORED USING SEED MIXTURE MNDOT 50B AT A RATE OF 50 POUNDS PER ACRE. (n , .�i g 4 '�, 4 C.` ® REFER TO DETAIL 2/C1 FOR CONSTRUCTION OF HANDICAPPED 11. WHENEVER OTHER EROSION AND SEDIMENT. CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON-SITE = I % g 2 STALLS IN THIS AREA SHOWN. SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON-SITE DETENTION BASINS SHALL BE PROVIDED. 12. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVIDING THEY ARE NOT ® 8.7 ®- 9.2 9.2 ® L°_I 8_7 /: / ! t /�\ 5 BITUMINOUS AREA IS TO BE RAISED TO MEET GRADE AT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE / / %?'1 l ❑ SIDEWALK. DURING CONSTRUCTION, A SILT FENCE OR DOUBLE RING OF STAKED BALES BACKED BY SNOW FENCE SHALL BE 7 INSTALLED AND MAINTAINED AROUND ALL CATCH BASINS UNTIL THE AREA TRIBUTARY TO THE CATCH BASIN IS gINSTALL SILTATION FENCE PER DETAIL 1/C4. INSTALL TYPE 2 RESTORED. ' ® 9'4 9.5 /� !' // "� %�-,� © HEAVY-DUTY SILTATION FENCE ALONG EAST SIDE OF BUILDING. 13. GRADING ACTIVITIES PROPOSED TO BEGIN AFTER OCTOBER 15 WILL REQUIRE AN APPROVED PHASING AD INSTALL TYPE 1 SILTATION FENCE AT ALL OTHER PLACES SCHEDULE. THE AREA OF LAND THAT THE CITY WILL ALLOW TO BE DISTURBED AT THIS TIME OF YEAR WILL BE SHOWN. SEVERELY LIMITED. THE CITY WILL ALSO REQUIRE ADDITIONAL EROSION CONTROL DEVISES, I.E., TEMPORARY C 9.6 �} h/ Ll �/ SEDIMENT BASINS, DORMANT SEEDING AND HIGH RATES OF APPLICATION OF BOTH SEED AND MULCH. / ® i / ;�I> > '� ��l v-,` ❑ MOVE SILT FENCE TO 15 FEET EAST DOWN SLOPE OF RETAINING 14. FILTER BLANKET AND RIPRAP SHALL BE INSTALLED ON THE DOWNSTREAM SIDES OF ALL STORM SEWER iYj Ox 7 (� WALL PRIOR TO RETAINING WALL CONSTRUCTION. OUTLETS. ALL RIPRAP SHALL BE DESIGNED AND INSTALLED WITH A FILTER MATERIAL MEETING THE MNDOT / 9 4 PROPOSED ,/ l I / 7 f ' SPECIFICATIONS FOR RIPRAP AND FILTER MATERIAL. / / , p�V ,i' l ,` ® EXCEEDSIDEWALKS ALONG A 2% SLOPE. FACE OF THE BUiLDiNG ARE NOT TO PONDSEROSION D WETCONTROL LANDS WITHFACILITIES OR ADJACENT TO THEINSTALLED AREAAND TO BETG GRADED UNTIILDTHE REAPERIMETER TRIBU TRIBUTARY TO THE RETAIL / LAKE, POND OR WETLAND IS RESTORED. C /� ^�979 �FFE 979 SO j. � � � � g❑ PROPOSED BITUMINOUS PAVING IS TO MATCH INTO EXISTING 16. TO MINIMIZE EROSION, ALL 3:1 SLOPES SHALL BE COVERED WITH MATERIAL APPROVED BY THE CITYS . / / i ' /' DRIVEWAY GRADES. ENGINEERING DIVISION AND WATERSHED DISTRICT, SUCH AS FIBROUS BLANKETS OR STAKED SOD. / ' 17. ALL SEDIMENTATION OCCURRING IN STORM SEWERS, DITCHES, LAKES, PONDS AND WETLANDS SHALL BE -- i ,' PEDESTRIAN CROSSING AREA. REFER TO GEOMETRIC PLAN. REMOVED PRIOR T0, DURING OR AFTER COMPLETION OF GRADING ACTIVITIES. I I I! 14 ❑ 18. EROSION CONTROL ITEMS AND DEVICES SHOULD BE REMOVED ONLY AS DIRECTED BY THE CITY AND/OR MONUMENT SIGN. REFER TO ARCHITECTURAL. WATERSHED. 9.2 i1 9.4 ,1 AT CATCH BASINS 9.4 INSTALL 4 -INCH HDPE DRAINTILE WITH SOCK . 12 GRADING NOTES: 9.4 ; EXTEND DRAINTILE TO EITHER SIDE OF CATCH BASIN 50 FEET I ' I Y 1 UNDER CURB AND GUTTER. INVERT OF DRAIN TILE IS TO BE 1. THE CONTRACTOR IS TO VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING PLACED AT THE BOTTOM OF THE SUBCUT PAVEMENT SECTION. CONDITIONS PRIOR TO BIDDING. NO ADD11IONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN • _�_�,. � �-�- , -- -_ ; i / li ) 13 REFER TO UTILITY PLAN FOR STABILIZATION OF FLARED -END IBACGROUND INFORMATION NWAS UPREEPAREDUBY SUNDE LAND SURVEYING. CONTACT MARK HANSON AT IDENTIFIED -r ' - ---- 2 THE SECTION AND RIP -RAP. (952) 886-3105. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE -- -- - - - 979 ' , 14 RETAINING WALL. CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE i 7 1 I CONSTRUCTION STARTS. THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE ASr SIT PR _p 978 978 O [ I 15 EXISTING CATCH BASIN IS NOT TO BE DISTURBED. MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER ONE AT 651-454-0002 FOR FIELD LOCATING '<;-j-E(1 �I- - --- _ 977 ,© /� 1 I EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. 97B 16 INSTALL NORTH AMERICAN GREEN SC150 EROSION CONTROL 4. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED FOR REMOVAL. ❑ / BLANKET. 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES. THE CONTRACTOR 11 SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION. I 976 '. gig �- \� 977 `i I 6. ALL SPOT ELEVATIONS SHOWN AS 78.2, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 978.2. _ B ��" '`, 612 SRR 7. NO SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE. 980 978 1� ///IyI ENG'R'1 BK B. HANDICAP PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 2X O- _ \ - \ , ' I ,` tip_ A c\L0 s' cuRe 9. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES. I \ aR0 0 10 HEIGHT 10. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE DEVELOPER SHALL CERTIFY THAT ALL GRADING \ µEDOI AND UTILITY WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY PERMITS. AN ---- -_ _ - -_ ! p1 K AS GRADING AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION. AND R `NG,M �� EOE 510EWp � 11 PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE A Fol RR -7N -PIP R� 19,840 , a 6 / I EW G %"' �t \ n4N ERB MATCH SIDEWALK FUNCTIONING THE CITY AND WATERSHED WILL INSPECT THE SITE TO DETERMINE ITS SUITABILITY FOR BUILDING GRADE ACTIVITIES. IF THE PUBLIC UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO D BUILDING PERMITS FOR VARIOUS LOTS TO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS ��-I�-- -- - --©_. - ---- --- 6 - - ___ - i t I - ---- _� � PN ❑ _ _ _ cuRO WORK.OL --- -- ----- - _-" - g61��tER 12. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM THE 0 CURB � �- � � - �- y►f/ SITE- SAND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR BURNED INCLUDES THE SITE. u � p--7-�-- ____ - --- ------ _-___.-_ - ----- -- - 6` CURB PARKING HANDICAPPED 13- ALL TOPSOIL SHALL BE STRIPPED AND SALVAGED FOR RE -SPREADING ON THE SITE. FOUR INCHES OF TOPSOIL / AFTER COMPACTION- SHALL BE RE SPREAD PRIOR TO SEEDING AND MULCHING EXCESS TOPSOIL MAY B PARK E REMOVED THE SITE ING RE IS TE PROPERLY ISH THE SITE AS _- •� --- --- -- .--" ^ _ - / H uP of GUTTER NOTED ABOVE MATHE TOPSOIL OSTDR PINGS STOCKPDILIQGAAND RE -SPREADING 1NSHALOL BE DONE INNACCORDANCE T0, 7v_(j 1�... F��'tiE-- /� _ - _ _, ---,/Z" - I HANDICAPPED VAN ACCESS ASLE -- ° T- 3,y - ,�'� PARKING AND NOTED ON, THE APPROVED GRADING PLAN AND SPECIFICATIONS. 07, ---- ----- - �'I'�' FLOW LINE NOTES: 14. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION - B612 GRADING DRAINAGE AND EROSION CONTROL PLAN 8612 CURB 1. MAXIMUM 2.0: SLOPE PERMITTED M ANY DIRECTION EROSION CONTROL MEASURES SHALL BE INSTALLED TO PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT ACROSSEFE ALL HANDICAP STALAN FOR PROPERTIES. ANY DAMAGE TO ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED AS SOON AS 2. REFER TO GRADING PLAN POR ELEVATIONS AND C1 -20 DRAINAGE PATTERNS. PERMISSION IS GRANTED FROM THE PROPERTY OWNER(S). 2 HANDICAPPED ACCESS AREA 15. THE CONTRACTOR IS TO CONTACT THE CITY OF CHANHASSEN FIRE MARSHALL FOR THE EXACT PLACEMENT OF C� NOT TO SCALE FIRE LANES, YELLOW 15 - CURBING AND NO PARKING AREAS FOR FIRE PROTECTION PURPOSES. 16. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE BUILDING FOOTPRINTS ARE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, 2004 AS FOLLOWS: AREAS PLANNED TO RECEIVE PAVEMENTS ARE TO HAVE CLASS 5 BASE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE DISC -MULCHED. 17. "MMUTCD" REFERS TO THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." 20 10 0 20 40 SCALE 19 = 20' PROPOSED PLAN ABBREVIATIONS BLDG Building BM Bench Mark CB Catch Basin CONIC. Concrete ELEV Elevation EX. Existing FIFE Finished Floor Elev. INV Invert LLE Lower Level Elev. MAX Maximum MH Manhole MIN Minimum RCP Reinforced Concrete Pipe 20 10 0 20 40 SCALE 19 = 20' PROPOSED PLAN SYMBOLS date ROCK CONSTRUCTION fde na,,,e ENTRANCE drawn by SLK EROSION CONTROL TJ C i name BLANKET reg. # I IX 8612 CURB PER DETAIL July 2, 2004 SIGN PROPERTY LINE - - PROPOSED CONTOUR 7 SPOT ELEVATION STORM SEWER DRAINTILE > > CATCH BASIN/MANHOLE • SILTATION FENCE SAWCUT LINE - - - DRAINAGE FLOW ARROWS -� CONSTRUCTION LIMITS s. RETAINING WALL enriching communities ' through architecture e mwat. duluth a oirginia • grand rapids a twin cities www.dagw.com CENTURY PLAZA LOT "C" CHANHASSEN, MN project # 04363.00 date July 2, 2004 fde na,,,e F:/04363/ drawn by SLK checked by TJ C name Thomas J. Cesare reg. # 27031 sign date July 2, 2004 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State Of Minnesota. signature /(4w- ?. sx xxm% CoNS�RVC Ixotl mark revisionrssue date 5810 BrooMm Boulevard B/(� A/ _ Minneapolis, MN 55429-2518 n I r, Phone. (763) 843-0420 ENGINEERS Fan: (763) 843-0421 E -Mail: bkbmabl bm.com GRADING, DRAINAGE AND EROSION sheet CONTROL PLAN tide sheet C 1 number 91 QD EN HIMARK r � Vic: r� d / V / i- 79 ff� .� •� '�� TOP=sib-5o r 1 EX. � ✓c INV E=972.75 S7C RCP#8 ! `-...�. i r CB ♦♦ 97660 / RCP StO(` w=972.52 R'iq 2 i A. MH J �� 14 6 ti QMH FES � INV=970.0 ` CB l�( 6. 0900 P VC W 6 -INCH / 90° BEND> 0,00 - j 6" X 6" saw mm // /j` TEES 15 6 PIV 6 -INCH 4 ' 6" C 90° BEND----,- H •90 ro Z q ° C9 HYD & # GV 8�� SANITARY j ,ti o� 1818 v R :_. 8 PVC/ w 22.5° \ WYE BEND 16 .. CLEAN OUTSTUB _ INV 973..28 CLEANOUTPER / ❑7 ' CB ,,_`l -'J.. 2/C2DETAIL �,�F. ` FES #1` .1 '225° �� ;}416" x s" #� PVC �\I TEES ( i WYE 77y \ - ' 22.5° I :fir. BEND 45° �-' 3 BEND PROPOSED / BEND I ! 13 BEND i, y400 6" C-900 PVC WATER 12 OFFICE/SERVICE (,EE' Of 45° / E\ BEND 45° I 13 ;N CLEANOUT FFE 979.50 / I' BEND "!� PER DETAIL / a i 13 _.,,. ® 2/C2 > w / T / CL 18 HYD &�- ' GV 18 16 /` ! PROPOSED � MNDOT POND NWL .00 RETAIL -`HWL - 954.70 HE 979.50 / 1 , I / �' N 20 10 0 20 40 SCALE 19 = 201 UTILITY NOTES: ABBREVIATIONS BLDG Building BM Bench Mork CB Catch Basin CONC. Concrete DIP Ductile Iron Pipe ELEV Elevation EX. Existing FFE Finished Floor Elev. GV Gate Valve INV Invert MAX Maximum MH Manhole MIN Minimum PIV Post -Indicator Valve PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe RED Reducer PROPOSED PLAN SYMBOLS NEENAH TOP PROPERTY LINE - STORM SEWER T> DRAIN TILE - > - SANITARY SEWER >> >> WATER PIPE TI h POST -INDICATOR VALVE N/A CATCH BASIN/MANHOLE • E FIRE HYDRANT WATER VALVE z EASEMENT LINE 52 L.F. OF 18" RCP ® 0.757, MH #3 SILTATION FENCE( CONSTRUCTION LIMITS imint amismi mommin MEN RETAINING WALL SE. 963.39 PPE INSULATION i ,-�' 1 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING AND LOADING DOCK WITH THE MECHANICAL CONTRACTOR AND RETAINING WALL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. 2. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE REMOVED. 3. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 2 FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT STANDARDS. 4. ALL WATER MAIN SHALL BE C-900 PVC PIPE WITH TRACER WIRE AND DUCTILE IRON FITTINGS. ALL FITTINGS ARE TO BE POLY -WRAPPED WITH 4 -MIL POLYETHYLENE FILM. 5. ALL WATER MAIN SHALL HAVE 7.5' OF COVER OVER TOP OF PIPE. 6. PROVIDE WATER MAIN THRUST BLOCKING PER DETAIL 5/C5. PROVIDE PRECAST THRUST BLOCKS BEHIND FIRE HYDRANTS AND POST -INDICATOR VALVES. 7. SANITARY SEWER PIPING SHALL BE SDR 35 UNLESS NOTED OTHERWISE. 8. RCP STORM SEWER PIPING SHALL BE CLASS 5 UNLESS NOTED OTHERWISE. 9. PVC STORM SEWER PIPING SHALL BE SDR35 UNLESS NOTED OTHERWISE. 10. HDPE STORM SEWER IS TO BE SMOOTH INTERIOR WALL, EXTERIOR CORRUCATED HDPE PIPE. 11. ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORE -DRILLED. 12. ALL POST -INDICATOR VALVE CONNECTIONS REQUIRE AN ELECTRICAL CONNECTION. 13. RIGID POLYSTYRENE INSULATION BOARD SHALL BE INSTALLED ON ALL UTILITY PIPE STUBS SERVICING THE BUILDING, IF THE PIPE HAS LESS THAN 5 -FEET OF COVER OVER THE TOP OF PIPE. KEYED NOTES ALL KEYED NOTES ARE DENOTED BY [] ON PLAN. �j REFER TO DETAIL 4/C5 FOR RIP RAP PLACEMENT. EXTEND RIP RAP TO BOTTOM OF POND. RIP RAP IS TO BE INSTALLED IMMEDIATELY WITH INSTALLATION OF FLARED -END SECTION. TIE THE LAST THREE SECTIONS AND FLARED -END WITH GALVANIZED METAL TIES. �2 EXISTING 15 -INCH RCP STORM LINE WILL REMAIN IN PLACE AND IN SERVICE DURING CONSTRUCTION. EROSION CONTROL MEASURES ASSOCIATED WITH EXISTING LINE ARE TO BE MAINTAINED THROUGH THE DURATION OF CONSTRUCTION. ❑3 REMOVE EXISTING 15 -INCH FLARED -END SECTION AND INSTALL NEW MANHOLE ON TOP OF EXISTING 15 -INCH PIPE END. APPROXIMATE PIPE INVERT IS 970.00. ® CONSTRUCT NEW MANHOLE OVER EXISTING 15 -INCH PIPE. APPROXIMATE INVERT ELEVATION OF PIPE IS 970.78. EXISTING PIPE IN SIDE OF MANHOLE STRUCTURE IS TO BE BROKEN OUT FLUSH WITH THE INTERIOR OF THE STRUCTURE. 05 PROVIDE 2 -INCH THICK RIGID FOAM BOARD INSULATION BETWEEN SANITARY SEWER AND STORM SEWER CROSSING. © PROPOSED 15 -INCH STORM LINE IS TO BE AIR PRESSURE TESTED TO HOLD 5.0 PSI FOR 7.5 MINUTES PER CITY BUILDING DEPARTMENT REQUIREMENTS. Q7 PROPOSED 8 -INCH PVC INTERNAL ROOF DRAIN STUB. INSTALL AT INVERT ELEVATION 968.50. STUB TO BUILDING WALL, INSTALL BEND AND INSTALL RISER TO 1 FOOT ABOVE BUILDING FINISHED FLOOR. ® REMOVE CAP AND CONNECT ONTO EXISTING 6 -INCH SDR 35 PVC SANITARY STUB WITH CLEANOUT AT INVERT ELEVATION 973.28. [9 INSTALL 45° PVC BEND AT INVERT ELEVATION 973.48 10 INSTALL 22.5° PVC BEND AT INVERT ELEVATION 973.55. 11 STUB 6 -INCH SDR 35 PVC SANITARY SERVICE TO 1 FOOT INSIDE BUILDING WALL AT INVERT ELEVATION 974.46. INSTALL 456 UPWARD BENDS AND RISER WITH CAP TO 1 FOOT ABOVE FINISHED FLOOR ELEVATION. 12 STUB 6 -INCH SDR 35 PVC SANITARY SERVICE TO 1 FOOT INSIDE BUILDING WALL AT INVERT ELEVATION 974.56. INSTALL 45° UPWARD BENDS AND RISER WITH CAP TO 1 FOOT ABOVE FINISHED FLOOR ELEVATION. 13 SANITARY SEWER SERVICE IS TO BE INSULATED PER DETAIL 1/C5. 14 REMOVE CAP AND PLUG, UNRAVEL TRACER WIRE AND CONNECT ONTO EXISTING 6 -INCH C-900 PVC WATER MAIN STUBS. CONNECT TRACER WIRE TO NEW WATER MAIN TRACER WIRE. 15 INSTALL POST -INDICATOR VALVE WITH DIP RISER AND ELECTRICAL CONNECTION. DIP RISER IS TO BE WRAPPED IN 4 -MIL POLYETHYLENE FILM. 16 INSTALL FIRE HYDRANT PER DETAIL 6/C5. 17 STUB 6 -INCH C-900 PVC WATER TO 1 FOOT INSIDE BUILDING WALL. INSTALL 900 BEND WITH THRUST BLOCK AND DIP RISER WITH CAP AND PLUG TO 1 FOOT ABOVE FINISHED FLOOR ELEVATION. DIP RISER IS TO BE WRAPPED IN 4 -MIL POLYETHYLENE FILM. 18 4 -INCH DRAINTILE IS TO BE INSTALLED BEHIND CURB AT BOTTOM ELEVATION OF SIDEWALK SAND BEDDING. PROVIDE POSITIVE SLOPE TO CATCH BASIN. STORM SEWER TABLE Finish grade Service Wye Install cost iron clean out cover Josom 58680, Smith 4261, Wade 8300 or approved equal over PVC cleonouts. Set casting so that no surface load is transmitted to the riser pipe. Riser /8 Bend oncrete Min. /3 Cu. Yd. Pavement x 6" Wide Collar STRUCTURE STRUCTURE DIMENSION NEENAH TOP INVERT PIPE LENGTH, DIAMETER, SLOPE IDENTIFICATION (INCHES) CASTING ELEVATION ELEVATION & NEXT UPSTREAM STRUCTURE FES #1 N/A N/A N/A NW. 955.00 63 L.F. OF 18" RCP ® 0.757, MH #2 MH #248 R-1733 972.50 SE. 955.48 NW. 963.00 52 L.F. OF 18" RCP ® 0.757, MH #3 SE. 963.39 MH #3 48 R-1733 974.60 S. 965.00 88 L.F. OF 8" PVC ® 4.007, ROOF STUB W. 970.00 (EXISTING 15" RCP ® 0.937), MH #4 E. 970.78 MH #4 60 R-1733 977.80 W. 970.78 (EXISTING 15" RCP ® 0.937), EX. CB #8 SW. 970.94 10 L.F. OF 15" HDPE Q 0.607, CB #5 CB #5 48 R-3067 976.00 NE. 971.00 SW. 971.09 55 L.F. OF 15" PVC ® 0.607, CB #6 CB #648 R-3067 977.15 NE. 971.42 SW. 971.52 96 L.F. OF 12" HDPE ® 0.507, CB #7 CB #7 48 R-3067 977.40 NE. 972.00 EX. CB #8 N/A N/A 976.50 E. 971.43 W. 972.52 EX. CB #9 1 N/A I N/A 1 976.50 1 W. 972.75 enriching communities through architecture I;T duluth a virginia a grand rapids a twin cities www.dsgw.com CENTURY PLAZA LOT "C" CHANHASSEN, MN project # 04363.00 date July 2, 2004 jus rmr,,e F:/04363/ drawn by SLK checked by TIC name Thomas J. Cesare reg.# 27031 sign date July 2, 2004 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota. AW'016'wsignature M`NpRy pR1401 FOR ON co mark revisionfinsue date 5930 Brook" Boulevard _Pxme:(7 '"' �3) 84 55429-2518 3-004200 -004200ENGINEERS Fax: (763) 8930921 E -Mail: bkbmabkbm.aom sheet title sheet number UTILITY PLAN C2 L - J 77 2 EN CH MARK 2,�� GENERAL NOTES: IN FOUND IRON PIPE RLS 19840 91;� TP <LEV,;F 9 /6. 5EE 1 ' X735 11oc 975.2 10; 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS NOTED OTHERWISE. 2. ALL CURB AND GUTTER IS TO BE 8612 CONCRETE CURB �N i / � TC �' 1147 AND GUTTER UNLESS NOTED OTHERWISE. 9/1,30 r �� 7 J S 974.3 ` C 3. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE. 1 - • / 10 ,r• \.� 1148 \ / 4- FOR PROPOSED BU J /vCc 1149 97' F ARCHITECTURAL AND SITRUCTURALOUT PLANS.ER TO 974.1 TC J � 5. FOLLOW ALL CITY OF CHANHASSEN, CARVER COUNTY \ 1537 RULES, AND MN/DOT REGULATIONS AND SPECIFICATIONS 974.00 WHEN WORKING IN PUBLIC RIGHT OF WAY. 6. NO PONDING OF WATER WILL BE ALLOWED WHERE NEW ABBREVIATIONS SYMBOLS Z BLDG Building BM Bench Mark CL Center Line CONC. Concrete ELEV Elevation EX. Existing FFE Finished Floor Elev. MAX Maximum MIN Minimum R Radius R.O.W. Right -of -Way �i PAVEMENT MATCHES INTO EXISTING PAVEMENT. 20 10 0 20 40 19.0' \`-J O 7. ALL PARKING STALLS ARE TO BE 8.5 FEET WIDE BY 19 r� TYP \�}�, \ FEET LONG. SCALE 1' - ZO' R10.0' / ( 8. PRIOR TO START OF CONSTRUCTION, THE CONTRACTORS ARE TO COORDINATE ALL WORK THE GAS, ELECTRIC, 8.5' 145.5'\L/ ^ TELEPHONE AND CABLE TELEVISION COMPANIES. TYP R5.0' 26.0' KEYED NOTES j �� a ❑ \ ALL KEYED NOTES ARE DENOTED 8Y ❑ ON PLAN. // 21.1 R3.0' - �// �� ❑j BITUMINOUS PAVING PER DETAIL 3/C3. j4 i T9P \ 2❑ CONCRETE SIDEWALK PER DETAIL 4/C3. ' R30 ,%/ ❑ - �- Q HANDICAPPED PARKING SPACE SIGNAGE PER DETAIL 4/C3. j 1 0 `- r4 PEDESTRIAN PEDESTRIAN RAMP FOR THE HANDICAPPED PER DETAIL 2/C6. 26.0' R5 TRASH ENCLOSURE. REFER TO ARCHITECTURAL DRAWINGS FOR ENCLOSURE. _ i i $YP. ❑1 s ® 7 R3.0" � ` REFER TO DETAIL 2/C3 FOR CONCRETE SLAB. [Ell R3.0 - 5.0' 26.0'. s ❑ -� J © BUILDING PATIO AREA. GRADES ARE NOT TO EXCEED 27 IN ANY DIRECTION. 10'2 ' CROSSWALK. REFER TO ARCHITECTURAL FOR STRIPING PATTERN. . TYP. r / TYP. 26.0' i 19.1)' -r ❑8 MATCH NEW CURB AND GUTTER INTO EXISTING. NO PONDING OF WATER IS �j TYP PERMITTED. CATCH BASINS ARE NOT TO BE DISTURBED. 4 ^, a ,2 ❑9 RETAINING WALL. 5.0' / 10 MONUMENT SIGN. REFER TO ARCHITECTURAL. TYP�`� ❑ /./ j�// 2 -❑ _ 3'0, 6'0• / 11 INSTALL DRIVE ENTRANCE PER DETAIL 1/C6. i i T• / © R3.0' R3.0' 11 .6.5 56.6' / 7 / 28.0, 3.0' / 19.0' (�J 27.1• ❑1 ❑i TYP. ❑j p - .$.o( / / R,OD q^ PROPOSED 50 R3,0 OFFICE/SERVICE // y4BAROS 16�OC. BROOM FINISH 4:9 0 26.0' 0 ' : 3 FFE 71J 9.50 // / EACH WAY. D.C. 7 8,5 ❑ 4 - / CONCRETE PAVING TYP. i 3 / / " • ,° • , - N J 25.0'19.0 I a LkJ ❑ \ v �9 �iW TYP. f' / �'" �c `• (� y rta9.01,3.0' - r 25.d° 825.00'' PROPOSED RETAIL FFE 979.50 ------------------------------------------ OUND IRON PIPE RLS 19840 / O CIV/ � / c J WEARING COURSE PER MN/DOT 2350, MVWE 35035B BINDER COURSE PER MN/DOT 2350, MVNW 350356 PROPOSED PLAN SYMBOLS Z VARKING 8612 CONCRETE CURB SLK AND GUTTER PER DETAIL VEHICLE ID 10/C5 REOUIRED BITUMINOUS PAVEMENT D PER DETAIL 3/C3 FOR VIOLATION CONCRETE WALK • PER DETAIL 4/C3 , CONSTRUCTION LIMITS PEDESTRIAN CURB RAMP PER DETAIL 2/C6 SI GN �- TACK COAT PER MN/DOT 2357 (IF REQUIRED) CLASS 5 AGGREGATE (100% CRUSHED), PER MN/DOT 3138 COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY. 1 //2" 6" MIN. 6" MIN. MN/DOT 3733 TYPE V _ MNDOT 3149.2B SELECT GEOTEXTILE FABRIC GRANULAR BORROW I I1 I I -I I I-1111 I I-11 I_I 11-1 11-► I LEI I I -I I I 12" MIN. -CLASS 5 AGGREGATE (100% CRUSHED), III= -I 11 -III -III- PER MN/DOT 3138 COMPACTED TO I -111-111-I I-111-111- LEAST 100% STANDARD PROCTOR DENSITY. COMPACTED SUBGRADE REFER TO SPECIFICATIONS 1/2 " EXPANSION JOINT W/ FULL DEPTH JOINT FILLER. 60' O.C. U 3/8" WIDE x 1 3/8" DEEP TOOLED JOINT 1/8" RAD. CONCRETE SHALL BE FIBER REINFORCED (TYP.) WITH 2' LONG POLYPROPYLENE FIBRILLATED FIBER AS MANUFACTURED BY FORTA CORP. •.• I - 4" CONCRETE WALK ,•` 8" MNDOT 3149.28 SELECT .. +'°:'•..• - GRANULAR BORROW COMPACTED SUBGRADE REFER TO SPECIFICATIONS CONCRETE SIDEWALK AND PATIO CONSTRUCTION (TYP SCARIFY AND RECOMPACT SUBGRADE TO AT LEAST 100% STANDARD PROCTOR DENSITY -PROOF ROLL PER MN/DOT 2111 3/e" STEEL PLATE AT TOP, SLOPE DOWN, WELD ALL SIDES METAL SIGN ACCORDING TO MN STATE STATUTE 169.346 WHITE LEGEND AND BORDER ON BLUE BACKGROUND, FULLY REFLECTORIZED ATTACH 6" X12" "VAN ACCESSIBLE" SIGN TO POST IF APPLICABLE TS 4" X 4" X .375 STEEL TUBE, FILL WITH CONCRETE AND PAINT WHERE CONCRETE OCCURS AT BASE USE 1-1/2" EXPANSION MATERIAL AND URETHANE CAULK. 10:1 SLOPE BITUMINOUS SURFACE 4" LONG STUDS WELD AT QUARTER POINTS 8" ON CENTER CONCRETE BASE enriching communities through architecture • ,a.,,.. duiuth • virginia •grand rapids •twin cities www.dsgw.com CENTURY PLAZA LOT "C" CHANHASSEN, MN project y 04363.00 date July 2, 2004 Z VARKING drawn by SLK �p VEHICLE ID name REOUIRED reg. y UP E L FOR VIOLATION rF VAN ACCESSIBLE 3/e" STEEL PLATE AT TOP, SLOPE DOWN, WELD ALL SIDES METAL SIGN ACCORDING TO MN STATE STATUTE 169.346 WHITE LEGEND AND BORDER ON BLUE BACKGROUND, FULLY REFLECTORIZED ATTACH 6" X12" "VAN ACCESSIBLE" SIGN TO POST IF APPLICABLE TS 4" X 4" X .375 STEEL TUBE, FILL WITH CONCRETE AND PAINT WHERE CONCRETE OCCURS AT BASE USE 1-1/2" EXPANSION MATERIAL AND URETHANE CAULK. 10:1 SLOPE BITUMINOUS SURFACE 4" LONG STUDS WELD AT QUARTER POINTS 8" ON CENTER CONCRETE BASE enriching communities through architecture • ,a.,,.. duiuth • virginia •grand rapids •twin cities www.dsgw.com CENTURY PLAZA LOT "C" CHANHASSEN, MN project y 04363.00 date July 2, 2004 fi(e name F:/04363/ drawn by SLK checked by TJC name Thomas J. Cesare reg. y 27031 sign date July 2, 2004 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota signature �Ci�� t?✓/ �i � M`NPRV PRNO� FOR pN ONS,VRVC1� C mark revision/issue D 5930 Brooklyn Bodaverd BKBM = M (763)84 �'B ENGINEERS Fm pea) 843-0421 E -Mail: bkbm®bkbm.com sheet title sheet number GEOMETRIC AND PAVING PLAN C3 enriching rManhole Frame cnd Cover / communities �/ NOTE: F' /� r R0 �0 , • through Surmountable Curb & Gutter to be iransitior:ed\� _= \ into G B618 t,Pe coichbasfn. = %` d� ;"O'No�,fW, \�.-G 'architecture OC HU e O .emsU r"1/I BARRIER" INNER +- PRECAST CONCRETE Catchbosin Frame & Grates � � ^rJ J r—Steel T Posts 24" in ground MANHOI E RING SEAL � \ e I - ADJUSTING RINGS Neenah R -329G -L or equal o r tory\` �� O� C`�J C0� dututh • t»r mia • rand rapids • train cities AS MANUFAi:TURED " -- with L Drake ✓ /� \� t O 00 0,0 00 -Zip Ties g g P .Y ", PROSE i u u. OU \ '�atE: ? .4 ' ,�4 www.dagw.com B : "STRIKE DUCTS � lJ Ll ' GCVO � o 00'00` Silt fence per MNDOT D � ah PRECAST, '•'Y- C'-1006 speci?:cations, source 2'00, PRE BLOCK, OR -� / o FILTER FABRIC �~ u 27' I � MASTIC SEAL J a-} BRICK MANHCLE CONE /°. I ....-.. _� Q �� v machine sliced woven " 1`— a i ' Flo / ., Q�j70OlJG�G r QDRBEL - �- 6 h9iNlfvll ",9 CEPTH JS 0 �O rJO C� O� G, monofilament, 36"wide fastened to `. U- o ouG G� steel T -Posts with 3f501b) tens`Ie tea, ,-, 2" MINUS %/ � U CENTURY i / �/L,., G 0 0.'0 Sdt�EWtFENCt f1:id's Ties per ! NOTE t�'YVASHED ROCK G�Gt `�� SMALL 6" }Ain. Depth of sit c• Catchbasin to be depressed 2" �� UC L ` rB�tdtCEliced) _ C�j tN 4 -0 OPi ELATE fence embedment. ry below design gu-ter line grade. ✓ PLAZA �; �. �=\ �Ty J��y'•;p MAXIMUM. EROSION CONTROL \ F \ FENCE -TYPE 1 _.. LOT 11 C11 G._ A is • G ------ \ 48" •�a.�r 24" MINIMUM BERM) s Surmountable Concrete ISOMETRIC HEIGHT WITH MAXIMUM Curb & Gutter No Seale SIDE SLOPES OF 4:1 Nate: Kebars Ea " Lang a �, Type 2 silt fence is the serne as type I with hay bales installed as per detail. X NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH POCK. Type 2 to be used to protect all wetlands. Ct S' Min. Transition 5' Mian. Transition = CHANHASSEN, MN M! 3 ROCK CONST. ENTRANCE CITY STD. PLATE 5301 rev. 01 98 c Top of , c NOTES: E C4 NOT TO SCALE 1. TRIM TDP OF SEAL TO 1" ABOVETOP OF RINGS. w Curb \ 2 I a t sP°cn9 CASTING SHOULD NOT REST ON SEAL. __ _ _______ a Iw m I -- ------ 16i 2. PLACE "t.4AST;C" ON TOP OF CONE SECTION AND BENEATH SEAL. -- =:�t_i 4�:-..i - .:__ �'� ti `--- Hay or _ project r A . Straw Bales 3 NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. SEDIMENT TRAP AS MANUFACTURED BY -S 04363.00 4. NOT TO BvR SHALL INSTALL THE SEALS, THEN CONTACT THE. CITY \ = frowal etd�6w uag b¢a 1.5'ta 2tl b4 he gaM. UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-130D. Design gutter line grode \ ` 2 - #4-60" LONG WIMCO.LLC•SHAKOPEE, MN. = _ dart: July 2, 2004 Rebors Each way e I i ales Ic to ease! it a ow grk. Y 7_i� TIS ; �A -; jue F:/04363/ Frame &Casting �I odes arc ro 9e rya lair o case uclva. name SECTION A -A (j 9 I & I BARRIER CITY STD. PLATE 2109 rev. 01 04 I - JkSo vsutorslM=MR uvaxIrr"mw AItDMIKEAkI WaitIaC �" EROSION CONTROL drawn by SLK C4 No Scale !I NOT T SCALE i - Aws �^n� w=tra:a cwF.=-sou.- at•1-w• sA`Ety Frcrott r�, FENCE - TYPE 2 checked by TJC ?0 CR: 5425 - Mile _FIM' an r.N er�..wr wRlR F'ua4' on (1>v"OusH T1PC FF llt[IC aim.7 ele O s" hood i) MlCalael CKT&L w Mr- s.v4 eh • is, feast name Thomas J. Cesare 6 CURB CONST. AT CB (CITY STD. PLATE 3106, rev. 01 /98) 1 SILT FENCE CITY STD. PLATE 5300 rev. 01/04)re it 27031 4 NOT TO SCALE MODEL#CG23 C4 NOT TO SCALE g sign date July 2, 2004 0.75" - — - a wnaa nor io�D� t114or 1" diameter rock filter I hereby certify that this pion, —'-� -'- 1.5" BIT. WEAR 111 I. o r specification, or report was z e y'H r nm .vm prepared by me or under my BIT BASE _ direct supervision and that I NEEHtJAH-1979-0207 WITH Ba `' Q o am a duty Licensed Engineer 2" MIN. RISE OR I -i 1= ;v� under the taws of the State of ° - " ° HDPE OR '—=a' —I !- tg 1:m ri' alar Minnesota. APPROVED EQUAL PRECAST CONCRETE -� "x- r" -t" l-'-"- ADJUSTING RINGS Rings shall be set on ABS Natural Grgund-/\� sealant or approved equal. I 6" THICK CONCRETE NOTE: 27" COLLAR AR UQa �LI�� The bottom of the Trench Snail Least Shaped x -rt ` - signature ------- to Fit the Pipre Barre' for at Leasi 507. of e�Ke�Q 7C )) the outside Diameter. v v `✓ r f ARE T AWil0Y 11, 91C �t� NOTE: 2-PI_CE COVER RISER PINGS AR_ LA0, ALLOWED, PIPE BEDDING IN GOOD SOILS NOTE: NOTE: BIT. WEAR COURSE ADJ. DETAIL Clean filter media after each rain event and replace if filter is clogged with CAS IND SHALL BE NEENAH R-1642 OR _ sediment. t� MCI #309 AND SFIP,LL INCLUDE E SELF SEALING -VARIES SEE CHART \\� _.," Silt fence per MNDOT ' _ '` : + Remove debris sediment from receptacle after each rain event. REL 1YY`` TYPE LIDS STAMPED SANITARY SEWER. OR ' 3 - Use It JDO? 314e.2A p specifications, source 200, ARc'A INLET WITH A G A STORM SEWER AS APPROPRIATE WITH TWO + as ° - _! Granular aancw machine sliced woven GRATE ` , CONCEALED PICK HOLES / j nk�=� �' '' — 4 CATCH BASIN SEDIMENT TRAP CITY STD. PLATE 5302A rev. 01 04 , N '� F� J- : > _: _ O BIT. BASE ��_m - ( / I monofilament, 36 w€ - OR BINDER o o; .;"T C4 NOT TO SCAM fastened to steel T -Posts A \C��O Z9 am V --- ; -4` - I with 3(501b) tensile strength CoNS�R MIN. (2-2") ADJ. RINGS AND ° oa0 MAX. (3-4) ADJ. RINGS HDPE OR I ----The bottom of the trench shai' ba plastic zip ties per 4' min!mum ( PRECAST CONCRETE shaped to it( the pipe borrd for at !_- ----- ( ) 1--2' RING WITH . I tool 0% of the outside diameter T -Post. machine sliced MORTOR = 0.2') I ADJUSTING RINGS - 24"x36" slab opening for Neenah 27 ria+12" At€n. _ _-- is R3290 -L or equal 24• i_ ` 6° THICY. CONCRETE 'Dice Denotes outside � ':.. _ _ _ COLLAR diameter of pipe ,/ - U, \ t I rl RUNOFF - - I - t BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: �. I 12 I I ` -� i I Ir>=c : ? i NOTE: L rate shown 1, when er"st's+g soil conditions are not acceptable Ear backfill arid/or compaction ; � i g in the pipe zone, pipe bedding and backtie shall be used as shown cbove. �- - I DEPTH OF CASTING SET I 2. A sa s engrrer r7 r r �'�:i WEAR COURSE COVER RISER t BELOW' BASE COURSE i equired to determine the depth e£ the pipe � \ � :.t -,--ten# „' THICKNESS SIZE roundatlon emoedmert materia: if needed. Pape foundatior. material shelf \ Tis �I / mark reVlHtOn/i88UC tate ! 0.. BINDER COURSE be accordance with NNDOT 3149._H wurse deer oggregotIL �\ ' !I _ 1.5" 2" RISE _ 1.25" \�! Neenah 83290-L casting and FILTEF.ED WATER RISE 0.75" PIPE BEDDING IN POOR SOILS _ 2" RISE 0.25"--------- 2.5" grate or equal. NO TES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" PLAN Minimum of 2 maximum of 5-2" SECTION AA MORTAR. 7 RCP & DIP PIPE BEDDING CITY STD. PLATES 2201 rev. 01 98 & 2202) 6" Conn, collar ; concrete adustment rings with full -- 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED C4 N T 0 SCALE i beds of mortar. BY LADTECH INC. OR APPROVED EQUAL. -� Prpcest concrete or 2 OFF—ROAD CB FILTER BARRIER CITY STD. PLATE 5302 rev. 01/04) -' HDPE adjusting rings. C4 NOT TO SCALE ' - 6" precast reinforced concrete slab. 10 MH CASTING ADJUSTMENT CITY STD. PLATE 2110, rev. 01Z00) lio� To of barrel section under tap slab C4 NOT TO SCALE g 5 to ova flat top edge sealed with 2 beads of Ramnek or equal. Cos poCke<I Z - 6xkf:4 have All jants ir, manhole to a e • + ««•• ++ _ Embedment - Vari6s "0 ring rubber gaskets. 4'-0 ;. _ ++«+« , :% � '+ 6 Pay Depth Precast concre.e SBCtIOR -�_..� + • Incemente Ilya.) C 6 ++.`+ +++ '+ t a. NOTES: 46 Pay epth i / i i /; / Faundatwn -} — rJe 1, Doghouses shtlil be grouted 0•'! 'learaments(Typ.) = ♦ �; If tieauVed ,? both the oUtslde and Inside. - --.--..---Clea bate 1, i 1 2. No block structures are allowed. 'so* Denotes w wide dlr.lets of pye ' ! , 5930 Brooklyn Boulevard vlcnhole steps, Neenah R1981J or - BKB A/ Minneapolis, 84 -0 55429-2518 equal, 16" c. c., P.luminum steps QIrI = Phone: oss)s+3o+20 yp�5; i. / yr •, app''OVea• E -Mail: bkfacnobkbm.com A sails Fnc;rreer wit be requkea to determine the depth of the p!pe foundelion ENa1NEER8 Fall: (763) 843-0421 e'.,eata. mate,io! V noedad. Pips fourattion motorial sna!' be B acrorarice with M4Dv1 3149.28 Course Ntt" aggregate. I b ' �_` " �� -'•'• � <^. F.V.C. badd:rg shcil be MNOOT 3149.^SEs sdect ifwwlc bona,.. with 100% ! j/1 Minimum slob thickness, 6" far 14' poss'vlg a 3/4• ssse, and leas than ILL passing a Na. 200 save. �.. ,. !. -�.e, den+h. In crease thickness 1" for 3. A.B.S. bedding shdl be MNOOT 3149.2A select grarmler horror wit,, 100% ., -"- - N passing a 3/4• sieve and lees thea 20%Pinin.-, n NQ 200 sin¢. to ��—, - each 4' Of depth greaser t^:tlrl 14', \ and reirifarce with J6"x5' 10/10 mesh. a�n� SET Grd invert . urcut bottom o` manhole to 1/2 CIVIL hed 8 PVC PIPE BEDDING CITY STD- PLATE 2203 rev. 02 97 E gr:gut 2•' Iv J diameter to pipe and . ' tide tle DETAILS i C4 NOT TO NCALE sheet number 5 CATCH BASIN MANHOLE CITY STD. PLATE 3102, rev. 01/03) C4 C4 NOT TOSCALE enric ing "HYDRAWS 'SHALL BE MUELLER SUPER CENTURION" IB FINAL GRADE am communities STEEL 49— !1 OPTION 94 BURIED STAINLESS ST EL HARDWARE 4 ;4!11 r it t:;;i fit R TO BE 5 FOOT 114 LENGTH, (250 OR APPROVEEED EQUAL) I CONCRETE BLOCK MARKER 'MMTE MIM, MA through 'A SPRING MOUN TI 0, FOR SIDE. MOUNT architecture E APPLICATION RED 4 WHITE IN COL OR��I C EXISTING OR FUTURE FIBERGLASS CONSTRUCTION. RiPRAP W, REFLECTIVE FIB_ b URB OR GUTTER LINE HYDRANT MINIMUM 6" SAND FILL duluth 9 virginia a grand rapids a twin cities STREET -3 IM I N I M U M VALVE E30X 'To BE HYDRAN tA A STYR TEES SEC U R L Y COVERED ----------------- F�OFOAM www.dogwxom Ik 1ITSULATION IC' SAND FILL WI -119H PLASTIC WRAP to! OR BAG TO INDICATE 18" MIN. RIGID INSULATION Ala THAT IT I S 0 U T F 2 0% --- SE,VICE. aww 1/2" 1 ---------- 3' 2' HYDRANT SHOE AND BARBELL CENTURY SHALL BE PLASTIC WRAPPED I AS REQUIRED X 0' PER SECTION 2.,03a < 7A� TYPICA 4 I PLAZA Z 5D RIPRAP REQUIREMENTS NOTE: 11C11 PIPE DIA. RIP -RAP REQUIRED ED LINDE- INSULATION UNLESS OTHERWISE SPECI 'ED. PIPE SHALL BE CENTER - HYDRANT LEADS t PLAN LOT 12" T 0 24" 8 a 12 CY CL3 N 14 to 20 CY CL3 GRANULAR FILTER REQUIRED 27" TO 33" 1711 -R PIPE BOARD b Fill. 36" TO 48' 23 to 38 CY CL UNDER RIP RAP AND 2 CO1r-_R OVER a WIDTH OF INSULATING I 54" AND UP 62 CY and up C�.4 LAYERS 6F SOOX MIRAR 51 5. J=v-1 1 CUBIC YARD OF 2,800 lbs.) (One cubic yard is approximatelyFABRIC OR EQUAL 1/2" CLEAR ROCK AND 2 LAYERS OF GATE `JA VE L POLYETHYLEN, k4 MIL} TEE .H ADAPTER T NOTES: RIPRAP H_ 1 1. ALI HYDRANTS SHALL HAVE I�VEEP HOLES. 2. MINNUM 7.5' COVER OVER MAIN. 18"X18'$X5" CONCRETE BLOCK ------- rl'�INSUILATIQN DETAIL (CITY STD. PLATE 2205, rev. 02/97) CROSSES NOT TO SCALE 3. ALL -L PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY PERIOD AS NOTED IN SECTION 2.09 OF THE CHANHASSEN,MN WATERMAIN SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANTMARKE.R. rz BENDS 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA -LUGS MECHANICAL JOINT RESTRAINT. VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT, Granular Filter (MINDOT 3601.28) 6. ALL HYDRANT TO BE PLUMB TO VZ L SECTION A —A Geatextile Filter Type Ill project # 04363.00 NOTES; K6'�TYP. HYDRANT INSTALLATION (CITY STD. PLATE 1004, rev. 01/04) See City Plate No. 3107 for riprop placement. 1. MIEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. JI /--RIPRAP date July 2, 2004 2. PLACE CONCRETE BLOCK UNDER ALL GATE: VALVES �5 NOT T SCALE AND HYDRANTS. .3. THRUST BLOCKING AT ALL -ES, BENDS, AND ju. name F:/04363/ AT CERTAIN HYDRAN� C ALL FIT11ING5, NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS CDAL T&R COAT SUPPLIED BY drawn by SILK Granular Filter (MNDOT 36101.2B) THE MANUFACTURER. SLEEVES I,. 1� 1 5. Blocking against undisturbed soils. Geolextile Filter Type Ill checked by TJC r9NTYPICAL MEGALUG LOCATION (CITY SID. PLATE 1009, rev. 10/98) SECTION B—B Anchor Clip name Thomas J. Cesare NOT TO SCALE C) r4 —RAP DETAIL (CITY STD. PLATE 3107, rev. 01/98) reg. # 27031 �5 NOT TO -SCALE < 1" CORPORATION STOP -CO 8kndate July2,2004 I hereby certo that this plan, specification, or report was Tie lost •3 pipe joi prepared by me or under my NOTES: Use 2 tie bolt fasteners direct supervision and that I 1, Shape of back of buttress per joint. install at am a duty Licensed Engineer may vary as long as pourecii BUTTRESS DIMENSIONS :1 - 60' from top or bottom under the laws of the State Of aqaj, Is 22 /2' BEND 45' BEND 90' BE D /TEE PLUGGED END )�4 lirm undisturbed PIPE — of Pipe. Minnesota. 6" 1 Distance to variable eartm- SIZE Al D1 B2 D2 B3 7 2� Dimension 1/2"r Cl,C2,C3 should 6*1 2' 6-1 r 1/2"r —Top Bituminous Material be lar(.v enough to make 8 1 5- 5. 2'- 1 1. 0, Provide 3 anchor clips to fasten angle b equal to or larger Trash G�uard to Flared End Section, 3 slope -5*. 1-10l, i'-113" 3'- 4" 2'- C)" _9. _6" to . . . . i I i / -M �NTS titan ; 126 1 4' 2 Hot di.D galvanize after fabrication. Awra I /A!' Per It should signature E 3. Diene; A1,A2,A3 sf 16" .3-0 2'-0 -10 -0" 6 -2" 3' as possible `i_1 VA TH be as large 20 S-15" 2'-8' 5'-6' S -4m 81-4- 4' - ring with Anchor both sides. _6;1110" -S-10' g'-8" 5'--0" 4, G = 4-5' Minimum. 6'-0- 17'--' V1nDOT B618 withoui interfering *� �1 MJ balls. 24'—F4- 4T S -O" TRASH GJARD SIZING Curb and Gutter 5. Plc,��p olyethyllene between Pipe Size _Bars I H' Bolts AIR BLEED DETAIL (CITY STD. PLATE 1003, rev. 02/97) concrste & pipe.4" 5/8 - NUT TO SCALE 6. Al! bends 8z fittings shall 21 "�2" 1,0 6', -3/4" M be restrained with �Megoluqs 48"-72" 1 1/4"0 12" 1" 1 4l&- restraints Or I.1-1_101 lo -V 0 See note 4 6" 1 Distance to vc6able koov V0 1/2'r Top Bituminous Moteriol See note 4 IV NOTES: 1. All Reinforced Concrete Aprons shot: be furnished and installed with Trash Guards. s*pe A XAI5 100C Ar par MnDOT 8612 DROP LID 7.5' Min; d mum cover require A 2, All new Reinforced Concrete Aprons or, new pipe shall be tied back 3 .0fpe CQ Tyler No. 6860 Concrete 'Curb and Gutter over fop of water main. lengths bock from apron:. Mueller No. H-10361 3, All new Reinforced Concrete Aprons on existing pipe shall be tied to the first `4. C"I NOTE Bibby- Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS pipe cidiccent to the apron. Far Use Only with Private Driveways, W Parking Lots, or Medians. TO W1THIiJ 6" OF THE SURFACE A IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. A r2`liFLARED—END SECTION AND TRASH GUARD (CITY SID. PLATE 3108)_ 28"R Grade NOT TO SCALE �5 12": Top Bituminous Material PLAN 45* BENDS 68"R PLAN 90' BENDS mark revision,%*ue date TOP Adjust top to 3/4" below Tyler No. 6860 26 grade. Box to be set to note 4 SU Mueller 61 provide 12" of ad' No. H-10361 2 1 adjustment /2" N. Con�rete Curb and Gutter In Bibby -Ste -Croix No B;bbvI-Ste-',. VB502 47" MINIMUM 6' OF 17 1/2* :�1:1 A/2" OOMPA 12". O.D. 12" TO SAND PROPOSED SEINER A CONCRETE SHALL BE 28' Tyler No. 6860 CONTACT WITH Mueller No. H-1035� IN CL A THIS QUADRANT rc EXTENSION Bibby -Ste -Croix B-5001 OF PIPE Tyler No. 58 4" Gate valve box, screw type, 4' 8"No. 59 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6" extended, Mueller BEDDING MA No. S-8 14- #6 round base UNDISTURBED EARTH / Bituminous Bituminous Curb Bibby -Ste -Croix No. 59 20" CONCRETE %surtace 1 6" ShOe -orl—ifed VB520 Na. 57 GATE VALVE ADAPTER: 1/4' SECTION A -A PLAN 22 1/2- BENDS 3' STYROFOAM III INSULATIOIN E VB521 No 58 14" I STEEL WITH PROTECTIV1 F VB522 No. 59 20" COATING, 1/2" RUBBER U.1 VB52 13 No. 60 26" GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. �5CONC. THRUST BLOCKING (CITY STD. PLATE 1002, rev. 02/97) ONE PIPE LENC7H r�TYP. CURB & GUTTER (CITY SID. PLATE 5203, rev. 02/97) BOTTOM NOT TO SCALE FRANSiTION TO SPE �5 DEPTH. (TYPICAL). INST l 0 Tyler No. 686.0 65" 1 VERTICAL BENDS MTH L= �5 NOT TO SCALE AS REOUIRED. Mueller No. H-10361 65"/ A P� I , Bibby -Ste -Croix No. VB516 60"/ Res 'liar' Wedge Valve 5930 Brwldyn Boutuvard Valve end B to be )LIL Conif:orr-ning to AATIA Minneapolis, MIN 55429-2518 Box r BKBI" plastic wropped per C-515-80 standards Pharie: (763) 843-0420 Fax: V63) 843-0421 BASE WATERMAIN /STORM E -Mail: bkbrrQbIcbm� section 2 03a with d; stainless steel ENGINEERS bolts. P-4 nuts CROSSING (CITY SID. PLATE 2204, rev. 01/9�-11 NOT TO SCALE 18"X18I'X8" concrete block CIVIL sheet tuleMAILS sheet GATE VALVE (CITY SID. PLATE 1006, rev. 01/04) number �5 NOI IU AL C5 i -\•1c. '112-0882 HARDWARE PACKAGE INCLUDES: (4) 1"x4` GALa. CARRIAGE BOLTS FU= THREADS. (4) ROUND FLAT WASH°.ERS. (5) 1" NUTS. _ i W4) LOCK WASHERS. & (4) 3"x 3"x;' TAPPED RETAINING WASHER. 8.76" TO 17' DIA BOL_ CIRCLE ( 4) NOTCHES IN SHAFT TOA CLEARANCE OW BOLT HEAD .OTE 7. FINISH, HOT DIP GALVANIZE PER ASTM -A155 (LATEST' ! REVISION). - til 2. BAS -LATE TO BE PERPENDICULAR TO SHAFT AXIS (& 7') AND HOLE CENTERLINE CONCENTRIC (4.185) TO SHA17 AXIS, 3. STENCIL MIN 1/2 IN. LETTERS MANUFACTURER'S NUMBER AFTER GALVANIZING. 4. PILOT POINT AND SHAFT AXES TO BE CONCENTRIC 0 9.66" DSA. 125 F/H) AND IN UNE (+/- 2'). 00 5. PLANE CUT SLOT PERPENDICULAR TO TIHE BASEPLAT 6. PREHEAT, TU`d BLE3LAST. HANDGRIND, AND CLEAN BASEPLATE HELIX AND PILOT POINT ON ALL WELDED AREAS. 7. FLAMECUT IRREGUL4RITIES PERMISSIBLE (1) VALLEYS NOT TO EXCEED 3/32" BELOW NOMINAL SURFACE LEVEL (2) PEAKS OR POUTAC IRRECULARPRES NOT TO EXCEED 1:/32" 14"DIA• ABOVE NOMINAL SURFACE LEVEL OR INTERSECTIONS OF HELIX NOMINAL SURFACES. 8, ALL MATERIAL IS a BE NEW, UNUSED AND MILL TRACEABLE MF=TING THE FOLLOW1iJG SPECIFICATIONS:SRSIN) I B.ASEPLA TE ASTfd A2$ -(LATEST REVISION) STRUCTURAL S --EL (CONFORM TO AASHTO TECH, BUL 1270.) S :� ASTM: A252-(LA.7EST REVISION) GRADE 2. � STEEL PIPE PILES. ALTERNATE MATERIAL: A571VI A53 -(LATEST RE\rSION) TYPE E OP. B, GRADE B. I AIL RADIAL SECTIONS NORMAL STEEL PIPE OR A5TM A5D0-(LATEST RE`.1SION) TO AXIS +/- 3" MADE B STRUCTURAL STEEL Mj WAG. HELIX ; ASTM A636 -(LATEST REVISION) HOT ROLLED ST F2ML• ASTM A575 -(LATEST REVISION) STEEL R. eAB('H ---%� -" I=-- v PITCH T';: CAR? BOLT PER .ANSI E1O.8.1. 845 JABS M GRADE -5. �- 10. BASEPLATE IS PERMANENTLY STAMPED WITH ALL RADIAL SECTIONS NORMAL MANUF.ACTUREK S IDENTIFICATION 'ABL- IN 1/2" LETTERS AND TO AXIS +/- 3' DATE COD= IN 1:/4' LETTERS. 11. HARDWARE SH04JLD BE PACKAGED IN BURLAP BAG .AND ATTACHED Ti; FOUNDATION. HELIX MUST BE FORMED BY MATCHING METAL DIE RECOMENDED TORQUE.' NO GREATER THAN 16,000 FT. LB. (SIDE VIEW OF TRUE HELICAL FORM) PROD E\_, NAME PROJECT DESCRIPTION -A 54 LUT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER. PERMITTED CONSTRUCTION HOURS- MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CO dSTP.UC HON ACTIVITY, MAINTENANCE OR DELIVERIES : I ALLOWED ON SITE OUTSIDE OF THESE HOURS. i CITY OF CHANHASSEN ENGINEERING DEPARTMENT 937-1900 EXT, 114 NOTES: 6' 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER, SIZE TO FIT 8' X 6' SIGN. PL VARIABLE 1/2" SLOPE PER FT TOWARD ROADWAY TOPSOIL 3" MN:OT 2350 LVWE450303 C," cLAss 5 aASE (100% CRUSHED) COMPACTED SUBGRADE PER SOIL ENGINEER 10' 1 VARIES .NOTES: Shoulders to be backfilled and restored with 3" of topsoil and re-vegetoted with sod or seed / mulch. 2. The contractor or developer Shall supply a 2 year 100% maintenance bond upon city acceptance. 3. This detail / specifications are minimumn requirements, additional design may be required depending on existing sub -grade soil conditions. 4. Bituminous trails may not be constructed on unsuitable soils. No waste material, black dirt, or organic soils allowed. 7. a w S 4'-G _GENE.RAI NOTFS - TYPE_R LUMINAL 1011 LUMARE SHALL BE EXTRUDED ALUMINUM RECTANGULAR SHOOOX MTH LL91 IMPACT P.ESSTATr PLAT CLAS`.. LENS, DHE-PIEGE DIE -FORMED RLILECTCA SFA . OPTICAL ASSEMBLY. TYPE 111 15TRIBUTON, 250 'WATT HP.S. 'KKT MODAL BASE LAMP, CASKETED DOOR, ADJUSTABLE MODAL BASE LAMP SOCK': (40D WATT MAY) AND 24D VOLT BALLAST. 07. ARM SNAIL BE REG -ANGULAR EXTRUDED ALUMINUM TUBE (2.2^_'!:. 6`3 . 12'1: LONG). (Ji UGHTTNG STANDARD SHALL BE. M'OR.TFN SEF -WEATHERING SQUARE TAPPERED S7a- OREMMABLE YAJITHERF'RO'•]F TOP COVTRPLATE. Q UGHTD40 STANDARD BASE SHALL BE TYPE -H CASE STEEL. 60ACfZSS DCOR SHALL' BE RD-40VABIE V£A.THERPRDOF If X 7 1/4' X 9' MGN_ 07 PROVtE INTERNAL GROUND WG. FEEDER LEADS TO THE LUMIN.VRE SHALL EXTEND FROM THE PROPER CA3� NE THE BASE OF ENE S(AHD.4.0 THPOUCH SEPARATE B AMPERE. IN -TME -UNE FUSES SME TAR SOLDEP..F.SS 05V_iEDTORS SHALL BE USED. FIRS s4iLL BE EQUAL TO BUSSMAN W -THE -LIVE FVA'�-,•PROOF FUSeiCI :ER THPE HEH WTH A NUsSgAY TYPE FNM DUAL ELEMENT FUSE. GENERAL NOTES: UCHTNC ASSEMBLY SHA'y. CONTAIN ALL. MOOIFIGATIONS NECESSARY TO COMPLY WTH NSP, ROUP III MA8ITENANCE PN^✓3tAM. ns CONTRACTOR SHALL PROVIDE AND TURN CYN TO THE CITY. (2) SPATE LUMINAIRES AND BALLAST. ASSEIBN a LrMPLE E VATH ALL COMPONENTS AND MOORTNIONS AS REQUIRED. THE EXACT LOCATION OF ALL STREET LIGHT ASSEMBLIES SHA'- BE STAKED BY THE ENGINEER, LLIWNARi BEP O PROVIDED ON MIS PROJECT SHALL SEE WIFIP CTEO AND APPROMM FOR NWS LA^.ON PPoOR To INSTALLATION FOR T1 1E NS.P. MAINTENANCE PROGRAM. xiLADBTA'E THIS MOCEDUAE VI1H THE PDTHORRED N.SP, P,EFRESENTAt VE. ALL EXPOSED METAL DOMPID:EATS SHALL BE FACTORY FING4 m.Mn/DOT ED ACRYLIC ENAMEL TO MATCH GORTEN 4 -YEAR NEAIHERIIG STEEL. AS PEP. SPEC - COMPLETE ASSEMBLY ".71&1 BE SUTUCTORALLY DES10"M FCR 100 MM IMNO LOAD FOR E➢A. wposw AU. LICHT VIRES /NaUDI4O RUNS GETWEEN UDIT POLES AND STREET C+OSSWCS), SHALL BE P(ADED IN CONDUIT. SPUCE BOXES OR H.Ah7_ ES SHALL BE INSTALLED AT ALL STREET CROSSINGS THAT SERVE AN opp STTE Sr7 UGHT POLE. PROVIDE BREAKAWAY FUSE HOLDERS LOCATE AT DC)CR CPENNG Ij - (TROM 30A - 6G(IV--tWB) CURB 3/4" per foot 12� t MIN. 2.o7. _RADE TY :-- .. - .. -. . 6" x 6" #b- Welded L „ L7 1/2" Concrete pavement Wire Mesh 3 14" Class 5 hese incidental to opror. SECTION A -A Na Scale 24" RESIDENTIAL 26' INDUSTRIAL /CO I.M.ERCIAL A Right-of-`rlav �� 6518 Curb x Gutter 6612 F3698 Curb &Gutter 0 `) / W •\ B612 ��o Biturninous \ \� nOQ` -- 1 i Contraction Joints A Max. Spacing in Expansion Joint (typ)---� Valley Gutter @ 8' PLAN No Scale NOTE: 1. Reinforce Volley Gutter and Triangular Sections with 6" x 6" #6 Welded Wire Mesh.. 2 Contraction Joints Shall be 1/3 the Depth of Slab. 3, Bituminous Paving Section to the Right -of -Way is the Some as Street Povina SectfIn. R Variable t_-_5 min. ! Aggaregate Romp Do NJot Epoxy gregate. !LL ' IV A_ I Max. sle e 10:1 NOTE: Curb Opening To Be P 1' Less Than Sidewalk Top of Curb? or Trail W'jdth. Varicble 5' 1 4' min. SECTION B -B Note: All Pedestrian Romps to be concrete. SECTION A -A 5'- 4" Per Ft. or Flatter I L6" Concrete 4" Class 5 Base &• Gutter Expansion Joint S H i .J Z c Y 03 Q � J 6 5' 7' 6' t8117' NOTES: In Lieu of the Above Treotment, the Contractor at His Option, A`:.ter Normal Concrete Finishing, May Embed Aggregate, Meeting the Requirements of Spec. 3137 CA -70 Mocified to 100% of the Mate, 1/2" to 3/8" in Size, in the Green Concrete. The Embedded Aggregate Shall Protrude at Least 3/16" Above the Concrete Surface. The Exposed Aggregate may Lightly Rinsed to Wash Mortar off of it. enriching communities through architecture o 1m1Ap duluth a virginia a grand rapids a twin cities www.dsgw.com CENTURY PLAZA LOT "C" CHANHASSEN, MN project # 04363.00 date July 2, 2004 file name F:/04363/ drawn by checked by SLK name Thomas J. Cesare reg. # 27031 sign date July 2, 2004 I hereby certtfy that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota. signature M`N ARy PRN01 VO�t oN co mark revisioo/Fasue BKBM ENa1NEER8 sheet fide sheet number date 5630 Brooklyn Boulevard Minneapolis, MN 55429-2518 Phone: (763) B43-0420 Fax: (763) 843-0421 E -Mail: bkbm@bkbnn.Gonn CIVIL DETAILS C6 2 ' 7152 % ENCHMARKyJR� 5z L 919'6.5 EET 9 �95i10100 �` �•\ 3.5 O I 1! a 1 n 1148 973.5 ENCHMARKy � T Lel 2976.52 EETZ 6115 11000 $ 974.3 \ •_ Y, �, - _ _ �V� 4R� 1148 973.5 a qiV 9]2J5 Xe /. 12 7C aps I I )9 IJ .40 d` .' 1 97 °" SANITARY + ` r / ' / % , / ,-/µ+.yvu.• - 6 -MCN \ / ' ! n ----•�%.l I / ` I J -:I, S A 35 PVC / ---�- M waaaaWE FES N� /�5." 0000 L_ PROPOSED OFFICE/SERVICE , FFE979.50 „n r LA / � I ' 1a, r� - - - 0 71 MNDO T MNDOT POND NWL PROPOSED � / NWL = 948.00 HWL RETAIL y'` HWL = 954.70 7 FFE 979.50 . --- - - -z ----- -_,�, 97 97 -- 97 _ 797 / 6 98 98 1 I 97 771 VOOOP EXISTING SITE PROPOSED SITE TOTAL IMPERVIOUS TOTAL PERVIOUS TOTAL (ACRES) (ACRES) (ACRES) DRAINAGE AREA 1.12 0.83 1.95 N 30 15 0 30 60 i SCALE 1v = 30' AGENCY CONTACTS CARVER COUNTY SOIL AND WATER CONSERVATION DISTRICT 219 EAST FRONTAGE ROAD WACONIA, MINNESOTA 55387 PHONE: (952) 442-5105 FAX: (952) 442-5947 MINNESOTA POLLUTION CONTROL AGENCY 520 LAFAYETTE ROAD SAINT PAUL, MINNESOTA 55155 PHONE: (651) 296-6300 FAX: SEDIMENT AND EROSION CONTROL MAINTENANCE PERIMETER SEDIMENT CONTRGL PRACTICES: WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF THE BMP, THE SEDIMENT MUST BE REMOVED WITHIN 24 HOURS. IF PERIMETER SEDIMENT CONTROL HAS BEEN DAMAGED OR IS NOT FUNCTIONING PROPERLY, IT MUST BE REPAIRED AND/OR REPLACED WITHIN 24 HOURS. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS: ALL TRACKED SEDIMENT ONTO PAVED SURFACES MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OR MORE FREQUENTLY IF REQUIRED BY CITY OR WATERSHED. INSPECTIONS EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 1/2 INCH OVER 24 HOURS RAIN EVENT. STABILIZED AREAS: ONCE EVERY 30 DAYS. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. RECORDS: A COPY OF THE GRADING, AND WATERSHED DATA & SWPPP PLANS AS WELL AS THE INSPECTIONS/MAINTENANCE LOGS ARE TO BE KEPT EITHER IN THE FIELD OFFICE, INSPECTOR'S VEHICLE OR CONTRACTORS VEHICLE. PROJECT NARRATIVE THE 1.95 ACRE SITE IS LOCATED NEAR THE NORTHEAST CORNER OF HIGHWAY 5 AND CENTURY BOULEVARD IN CHANHASSEN, MINNESOTA. THE PROPOSED PLAN INDICATES NEW SIDEWALKS, ASPHALT PAVING AND A NEW 15,000 SQUARE FOOT COMMERCIAL BUILDING. THE EXISTING SITE IS CURRENTLY UNDEVELOPED, WITH THE EXCEPTION OF AN ACCESS THOROUGHFARE FROM A DEVELOPMENT WEST OF THE SITE. APPROXIMATELY 10% OF THE SITE DRAINS TO THE WEST VIA CATCH BASINS CONNECTED TO A STORM SEWER SYSTEM. THE REMAINDER OF THE SITE SHEET DRAINS TOWARD THE EAST TO AN EXISTING MN/DOT POND. THE ACCESS DRIVE IS DRAINED VIA CATCH BASINS ON THE NORTH SIDE OF THE SITE, WHICH ALSO DRAIN INTO THE MN/`DOT POND. THE PROPOSED PLANS INUCATE THAT SITE FLOW FROM HARD SURFACES WILL BE DIRECTED INTO A STORM SEWER SYSTEM AND DISCHARGED INTO THE MN/DOT POND. THIS INCLUDES AN INTERNALLY DRAINED ROOF SYSTEM FROM THE PROPOSED BUILDING. THE REMAINDER OF THE SURFACES THAT ARE NOT CAPTURED BY STORM SEWER WILL SHEET DRAIN TO THE EAST TOWARD THE MN/DOT POND. REFERRING TO THE "STORF_ WATER MANAGEMENT PLAN AND DRAINAGE CALCULATIONS" FOR THE VASSERMAN RIDGE DEVELOPMENT BY SCHOELL AND MADSEN, INC., THE EXISTING MN/DOT POND TO THE EAST IS SUFFICIENTLY SIZED TO HANDLE THE EXCESS RUNOFF FROM THE PROPOSED SITE. CONSTRUCTION ACTIVITY EROSION PREVENTION PRACTICES TIME AN AREA CAN REMAIN OPEN WHEN NOT ACTIVELY BEING WORKED: SLOPES STEEPER THAN 3:1 - 7 DAYS SLOPES 10:1 TO 3:1 - 14 DAYS SLOPES FLATTER THAN 10:1 - 21 DAYS TEMPORARY PROTECTION OR PERMANENT COVER MUST BE ON: EXPOSED SOIL AREAS WITH. A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A : SURFACE WATER CURB AND GUTTER CATCH BASIN ANY STORM WATER CONVEYANCE SYSTEM CONNECTED TO ANY OF THE ABOVE GRADING & SOILS THE PROPOSED PAVEMENT AND BUILDING ELEVATIONS CALL FOR EXCAVATION OF UP TO 11 FEET. ACCORDING TO SOIL REPORTS, POOR FILL MATERIAL EXIST ON SITE AND NEEDS TO BE EXCAVATED TO UNDISTURBED SOIL. THIS NEEDS TO BE COMPLETELY EXCAVATED AND REPLACED WITH ENGINEERED FILL. THE EXISTING SOILS ON THE SITE ARE PRIMARILY SILTY CLAYS AND WITH A MIXED FILL THAT RANGES IN DEPTH OF 1.5 FEET TO 11 FEET. OWNER: CPV DEVELOPMENT, INC. 1300 WILLOWBROOK DR. WAYZATA, MN 55391 PHONE: (763) 473-6414 CONTACT: CRAIG ALSHOUSE enriching communities ' through architecture o aaa4p duluth a virginia a grand rapids a twin cities www.dsgw.com CENTURY PLAZA LOT "C" CHANHASSEN, MN project # 04363.00 date July 2, 2004 jue name F:/04363/ drawn by SLK checked by TJC name Thomas J. Cesare reg.# 27031 sign date July 2, 2004 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota .toad t>i1164 .j signature / R FOR 140" " UCv JON CoNs mark revisionRasue date -M 5930 Brmk" B011evard BK _ PhoneMinne: 43-D 843-0MIN D420 2518 ENGINEERS Fax: C7e3) 843-0421 E -Mail: bkbmabkbm.0 STORM WATER POLLUTION PREVENTION PLAN sheet rile sheet number C7 TOTAL IMPERVIOUS TOTAL PERVIOUS (ACRES) (ACRES) TOTAL (ACRES) DRAINAGE AREA 1 0.05 a22 0.27 DRAINAGE AREA 2 0.00 0.03 0.03 DRAINAGE AREA 3 1 0.10 1.55 1.65 PROPOSED SITE TOTAL IMPERVIOUS TOTAL PERVIOUS TOTAL (ACRES) (ACRES) (ACRES) DRAINAGE AREA 1.12 0.83 1.95 N 30 15 0 30 60 i SCALE 1v = 30' AGENCY CONTACTS CARVER COUNTY SOIL AND WATER CONSERVATION DISTRICT 219 EAST FRONTAGE ROAD WACONIA, MINNESOTA 55387 PHONE: (952) 442-5105 FAX: (952) 442-5947 MINNESOTA POLLUTION CONTROL AGENCY 520 LAFAYETTE ROAD SAINT PAUL, MINNESOTA 55155 PHONE: (651) 296-6300 FAX: SEDIMENT AND EROSION CONTROL MAINTENANCE PERIMETER SEDIMENT CONTRGL PRACTICES: WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF THE BMP, THE SEDIMENT MUST BE REMOVED WITHIN 24 HOURS. IF PERIMETER SEDIMENT CONTROL HAS BEEN DAMAGED OR IS NOT FUNCTIONING PROPERLY, IT MUST BE REPAIRED AND/OR REPLACED WITHIN 24 HOURS. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS: ALL TRACKED SEDIMENT ONTO PAVED SURFACES MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OR MORE FREQUENTLY IF REQUIRED BY CITY OR WATERSHED. INSPECTIONS EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 1/2 INCH OVER 24 HOURS RAIN EVENT. STABILIZED AREAS: ONCE EVERY 30 DAYS. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. RECORDS: A COPY OF THE GRADING, AND WATERSHED DATA & SWPPP PLANS AS WELL AS THE INSPECTIONS/MAINTENANCE LOGS ARE TO BE KEPT EITHER IN THE FIELD OFFICE, INSPECTOR'S VEHICLE OR CONTRACTORS VEHICLE. PROJECT NARRATIVE THE 1.95 ACRE SITE IS LOCATED NEAR THE NORTHEAST CORNER OF HIGHWAY 5 AND CENTURY BOULEVARD IN CHANHASSEN, MINNESOTA. THE PROPOSED PLAN INDICATES NEW SIDEWALKS, ASPHALT PAVING AND A NEW 15,000 SQUARE FOOT COMMERCIAL BUILDING. THE EXISTING SITE IS CURRENTLY UNDEVELOPED, WITH THE EXCEPTION OF AN ACCESS THOROUGHFARE FROM A DEVELOPMENT WEST OF THE SITE. APPROXIMATELY 10% OF THE SITE DRAINS TO THE WEST VIA CATCH BASINS CONNECTED TO A STORM SEWER SYSTEM. THE REMAINDER OF THE SITE SHEET DRAINS TOWARD THE EAST TO AN EXISTING MN/DOT POND. THE ACCESS DRIVE IS DRAINED VIA CATCH BASINS ON THE NORTH SIDE OF THE SITE, WHICH ALSO DRAIN INTO THE MN/`DOT POND. THE PROPOSED PLANS INUCATE THAT SITE FLOW FROM HARD SURFACES WILL BE DIRECTED INTO A STORM SEWER SYSTEM AND DISCHARGED INTO THE MN/DOT POND. THIS INCLUDES AN INTERNALLY DRAINED ROOF SYSTEM FROM THE PROPOSED BUILDING. THE REMAINDER OF THE SURFACES THAT ARE NOT CAPTURED BY STORM SEWER WILL SHEET DRAIN TO THE EAST TOWARD THE MN/DOT POND. REFERRING TO THE "STORF_ WATER MANAGEMENT PLAN AND DRAINAGE CALCULATIONS" FOR THE VASSERMAN RIDGE DEVELOPMENT BY SCHOELL AND MADSEN, INC., THE EXISTING MN/DOT POND TO THE EAST IS SUFFICIENTLY SIZED TO HANDLE THE EXCESS RUNOFF FROM THE PROPOSED SITE. CONSTRUCTION ACTIVITY EROSION PREVENTION PRACTICES TIME AN AREA CAN REMAIN OPEN WHEN NOT ACTIVELY BEING WORKED: SLOPES STEEPER THAN 3:1 - 7 DAYS SLOPES 10:1 TO 3:1 - 14 DAYS SLOPES FLATTER THAN 10:1 - 21 DAYS TEMPORARY PROTECTION OR PERMANENT COVER MUST BE ON: EXPOSED SOIL AREAS WITH. A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A : SURFACE WATER CURB AND GUTTER CATCH BASIN ANY STORM WATER CONVEYANCE SYSTEM CONNECTED TO ANY OF THE ABOVE GRADING & SOILS THE PROPOSED PAVEMENT AND BUILDING ELEVATIONS CALL FOR EXCAVATION OF UP TO 11 FEET. ACCORDING TO SOIL REPORTS, POOR FILL MATERIAL EXIST ON SITE AND NEEDS TO BE EXCAVATED TO UNDISTURBED SOIL. THIS NEEDS TO BE COMPLETELY EXCAVATED AND REPLACED WITH ENGINEERED FILL. THE EXISTING SOILS ON THE SITE ARE PRIMARILY SILTY CLAYS AND WITH A MIXED FILL THAT RANGES IN DEPTH OF 1.5 FEET TO 11 FEET. OWNER: CPV DEVELOPMENT, INC. 1300 WILLOWBROOK DR. WAYZATA, MN 55391 PHONE: (763) 473-6414 CONTACT: CRAIG ALSHOUSE enriching communities ' through architecture o aaa4p duluth a virginia a grand rapids a twin cities www.dsgw.com CENTURY PLAZA LOT "C" CHANHASSEN, MN project # 04363.00 date July 2, 2004 jue name F:/04363/ drawn by SLK checked by TJC name Thomas J. Cesare reg.# 27031 sign date July 2, 2004 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota .toad t>i1164 .j signature / R FOR 140" " UCv JON CoNs mark revisionRasue date -M 5930 Brmk" B011evard BK _ PhoneMinne: 43-D 843-0MIN D420 2518 ENGINEERS Fax: C7e3) 843-0421 E -Mail: bkbmabkbm.0 STORM WATER POLLUTION PREVENTION PLAN sheet rile sheet number C7 1-1R STORM (2.3) RUNOFF (CFS) 10 -YR STORM (4.2) RUNOFF (CFS) 100 -YR STORM (6-0-) RUNOFF (CFS) EXISTING SITE 0.16 2.08 4.83 PROPOSED SITE 3.39 8.16 12.77 PROPOSED SITE TOTAL IMPERVIOUS TOTAL PERVIOUS TOTAL (ACRES) (ACRES) (ACRES) DRAINAGE AREA 1.12 0.83 1.95 N 30 15 0 30 60 i SCALE 1v = 30' AGENCY CONTACTS CARVER COUNTY SOIL AND WATER CONSERVATION DISTRICT 219 EAST FRONTAGE ROAD WACONIA, MINNESOTA 55387 PHONE: (952) 442-5105 FAX: (952) 442-5947 MINNESOTA POLLUTION CONTROL AGENCY 520 LAFAYETTE ROAD SAINT PAUL, MINNESOTA 55155 PHONE: (651) 296-6300 FAX: SEDIMENT AND EROSION CONTROL MAINTENANCE PERIMETER SEDIMENT CONTRGL PRACTICES: WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF THE BMP, THE SEDIMENT MUST BE REMOVED WITHIN 24 HOURS. IF PERIMETER SEDIMENT CONTROL HAS BEEN DAMAGED OR IS NOT FUNCTIONING PROPERLY, IT MUST BE REPAIRED AND/OR REPLACED WITHIN 24 HOURS. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS: ALL TRACKED SEDIMENT ONTO PAVED SURFACES MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OR MORE FREQUENTLY IF REQUIRED BY CITY OR WATERSHED. INSPECTIONS EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 1/2 INCH OVER 24 HOURS RAIN EVENT. STABILIZED AREAS: ONCE EVERY 30 DAYS. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. RECORDS: A COPY OF THE GRADING, AND WATERSHED DATA & SWPPP PLANS AS WELL AS THE INSPECTIONS/MAINTENANCE LOGS ARE TO BE KEPT EITHER IN THE FIELD OFFICE, INSPECTOR'S VEHICLE OR CONTRACTORS VEHICLE. PROJECT NARRATIVE THE 1.95 ACRE SITE IS LOCATED NEAR THE NORTHEAST CORNER OF HIGHWAY 5 AND CENTURY BOULEVARD IN CHANHASSEN, MINNESOTA. THE PROPOSED PLAN INDICATES NEW SIDEWALKS, ASPHALT PAVING AND A NEW 15,000 SQUARE FOOT COMMERCIAL BUILDING. THE EXISTING SITE IS CURRENTLY UNDEVELOPED, WITH THE EXCEPTION OF AN ACCESS THOROUGHFARE FROM A DEVELOPMENT WEST OF THE SITE. APPROXIMATELY 10% OF THE SITE DRAINS TO THE WEST VIA CATCH BASINS CONNECTED TO A STORM SEWER SYSTEM. THE REMAINDER OF THE SITE SHEET DRAINS TOWARD THE EAST TO AN EXISTING MN/DOT POND. THE ACCESS DRIVE IS DRAINED VIA CATCH BASINS ON THE NORTH SIDE OF THE SITE, WHICH ALSO DRAIN INTO THE MN/`DOT POND. THE PROPOSED PLANS INUCATE THAT SITE FLOW FROM HARD SURFACES WILL BE DIRECTED INTO A STORM SEWER SYSTEM AND DISCHARGED INTO THE MN/DOT POND. THIS INCLUDES AN INTERNALLY DRAINED ROOF SYSTEM FROM THE PROPOSED BUILDING. THE REMAINDER OF THE SURFACES THAT ARE NOT CAPTURED BY STORM SEWER WILL SHEET DRAIN TO THE EAST TOWARD THE MN/DOT POND. REFERRING TO THE "STORF_ WATER MANAGEMENT PLAN AND DRAINAGE CALCULATIONS" FOR THE VASSERMAN RIDGE DEVELOPMENT BY SCHOELL AND MADSEN, INC., THE EXISTING MN/DOT POND TO THE EAST IS SUFFICIENTLY SIZED TO HANDLE THE EXCESS RUNOFF FROM THE PROPOSED SITE. CONSTRUCTION ACTIVITY EROSION PREVENTION PRACTICES TIME AN AREA CAN REMAIN OPEN WHEN NOT ACTIVELY BEING WORKED: SLOPES STEEPER THAN 3:1 - 7 DAYS SLOPES 10:1 TO 3:1 - 14 DAYS SLOPES FLATTER THAN 10:1 - 21 DAYS TEMPORARY PROTECTION OR PERMANENT COVER MUST BE ON: EXPOSED SOIL AREAS WITH. A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A : SURFACE WATER CURB AND GUTTER CATCH BASIN ANY STORM WATER CONVEYANCE SYSTEM CONNECTED TO ANY OF THE ABOVE GRADING & SOILS THE PROPOSED PAVEMENT AND BUILDING ELEVATIONS CALL FOR EXCAVATION OF UP TO 11 FEET. ACCORDING TO SOIL REPORTS, POOR FILL MATERIAL EXIST ON SITE AND NEEDS TO BE EXCAVATED TO UNDISTURBED SOIL. THIS NEEDS TO BE COMPLETELY EXCAVATED AND REPLACED WITH ENGINEERED FILL. THE EXISTING SOILS ON THE SITE ARE PRIMARILY SILTY CLAYS AND WITH A MIXED FILL THAT RANGES IN DEPTH OF 1.5 FEET TO 11 FEET. OWNER: CPV DEVELOPMENT, INC. 1300 WILLOWBROOK DR. WAYZATA, MN 55391 PHONE: (763) 473-6414 CONTACT: CRAIG ALSHOUSE enriching communities ' through architecture o aaa4p duluth a virginia a grand rapids a twin cities www.dsgw.com CENTURY PLAZA LOT "C" CHANHASSEN, MN project # 04363.00 date July 2, 2004 jue name F:/04363/ drawn by SLK checked by TJC name Thomas J. Cesare reg.# 27031 sign date July 2, 2004 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota .toad t>i1164 .j signature / R FOR 140" " UCv JON CoNs mark revisionRasue date -M 5930 Brmk" B011evard BK _ PhoneMinne: 43-D 843-0MIN D420 2518 ENGINEERS Fax: C7e3) 843-0421 E -Mail: bkbmabkbm.0 STORM WATER POLLUTION PREVENTION PLAN sheet rile sheet number C7 #12 E -SUM 1 -AMM 3 -RTD F,-1-5UA f 9-DKL /;rF .^*^c_o_eo� �_ .,�• 'dam - ��,�f� .:��oo® t ooyost _: •moi . i iCKA PROPOSED RETAIL FFE 979.50 I _JTL I-6SL I -SW MH #4 6 -1 -PS n -Dye 5-AW5,8 ��A zv 6_sw E N C H M AR M/ K -#2 T LEV=976.5 E NO� ET/^ 5 -DHE 5-SGJ LIb-SPO _ 5-56,1 L 10-DWE PROPOSED OFFICE/SERVICE FFE 979.50 9-5D0 1 LANDSCAPE PLAN -CENTURY PLAZA'C' w.'W". 3-AY'lS FES #1 MNDOT POND NWL = 948.00 HWL = 954.70 0 10' 20' 40' SCALE: 1" = 20' PLANT SCHEDULE 04056 ti QTY CD r I-JTt I I�J-AW /;rF .^*^c_o_eo� �_ .,�• 'dam - ��,�f� .:��oo® t ooyost _: •moi . i iCKA PROPOSED RETAIL FFE 979.50 I _JTL I-6SL I -SW MH #4 6 -1 -PS n -Dye 5-AW5,8 ��A zv 6_sw E N C H M AR M/ K -#2 T LEV=976.5 E NO� ET/^ 5 -DHE 5-SGJ LIb-SPO _ 5-56,1 L 10-DWE PROPOSED OFFICE/SERVICE FFE 979.50 9-5D0 1 LANDSCAPE PLAN -CENTURY PLAZA'C' w.'W". 3-AY'lS FES #1 MNDOT POND NWL = 948.00 HWL = 954.70 0 10' 20' 40' SCALE: 1" = 20' PLANT SCHEDULE 04056 KEY QTY BOTANCAL/COMMON NAME SIZE RAO REMARKS checked by MMA mane ISSL 17 6REENSPIRE LINDEN/I cordata 'Oreenspire' 25' 545 I hereby certify that this plan, WA I SUMMIT ASH/Fraxinue petneylvanica Summit' 25" 545 direct supervision and that I SUM 5 SUGAR MAPLE/Acer sacchcrum 25" 545 55C I SPRING SNOW C,R.Aely ue Spring Snow' 15" B4B AMM al AMUR MAPLE CLUMP/Acer ginnala -7' 8413 JTL b JAPANESE TREE LILAC, CLUMP/Syringa reticulati "1' 545 51-15 15 BLACK HILLS SPRUCE/Picea glauco deroata b' 5413 RTD b RED TIN166ED DOGWOOD/Cornue terlea 'Bail,, is 05 cont NBv b RANNYBERRY VIBURNUMNmurnxn lentago M5 cont CPL 3 COMMON PURPLE LILAO/Sgringo vulgarle #5 cont cont DWE 58 DWARF WIN&W EUONYMOUS/Euonymoue alatur, ,:mpaetue' *5 y DKL 21 DWARF KOREAN LILAC/5yringa meyeri 'PiI e5 cont 3' OL. 5C1j bb 50ANDIA JUNIPER/Junlperue eabina 5%andkt' 05 cont BMJ 53 BROADMOOK JUNIPERAWperue eabina 'Broadmoor' MS cont AW5 12 A.W. SPIREA/5piraea x bumalda 'Anthony Waterer' e2 cont LP5 56 LITTLE PRINCESS 3PIREA/Spiraea joponloa 'Little Prinoees' M2 cont WO AS STELLA DE ORO DAYLILY/Hemerocallle 'Stella de Oro' el cont ALC, 3 ALPINE CURRANT/1I alpinum •5 cont enriching communities tonthrough architecture duluth w virginia • grand rapids • twin cities www.dsgw.com CENTURY PLAZA LOT "C" HWY, 5 & CENTURY AVE. CHANHASSEN, MN project # 04056 date June 16, 2004 filename 04056-L1.0-Land-Site-Plaz C drawn by TS checked by MMA mane John E. Erickson reg. # 24199 sign date July 2, 2004 I hereby certify that this plan, specification, or report was prepared by the or under my direct supervision and that I mn a duly Licensed Architect under the laws of the State of Minnesota. .vit.,,at„re P Noy F°R 1019 CoN51R/� mark reuisionfissue date CITY SUBMITTAL Iut.v 2, 2004 LANDSCAPE PLAN sheet title sheet number L1.0