Loading...
4.a 10 Scandia C5 SWPPP 1 of 2TEL INV -1031.05 Stats Hi-ghway Nq 97 � Scandia Trail North / B 1 T u M I N 0 u y Approximate Property Line d \ °til ED E OF BITUMINO S - \ -o 10 \ \ O`I- ` t FW --E v'v TrcT Hr ,n6 INV=103L52 \ 0�INV' -, Tc / �/ �D X\�/ i / x = i /moi o° �,-Approximate R/W Line F ���� / TEL _� TEL TO / / / // / / / / / / / a ✓ SF 6o ��,� i'll� TEL TEL - TEL Noma TEL �� OCS TE�f- � �� ��� �6 x \° x F10"1111111 N ° r / LANDSCAPE MONUMENT SIGN ` �` SF / RIM=1032.30 - SF // / °� / INV=1029.38 `'- TR / X TR-_*TR� A E4� "TR=% J X XX \v / /' ` RD ENTRANCE SF X G 9\ PAD (SEE DETAIL) \ \ - 1 ` ` - � ftaft 4 0,5gCONCRETE 33 4 . ` WASHDUT \ \ 17 �5x o o3s,sc I V=1029.6 O'S�\ d51_01 TC l 110"' /BITUMINOUS 6"TR 110 IN. \♦ / M �° -� I LANDscAP 12 I `�x ° os6N � x\0°5a `\\ 79'- 6 PVC ` t s o�°� I kti 0s6" \0s5�X\°�6 ( \� PERFORATED • BIDFILTR+QTI ASIN I 1 / DRAINTILE co I ( cn 0 \o ° \\ INV=1029.38 I� G R A V L • 4"TR J / l • ��TR B A L L F I E L D 0 \ / I ° / / \� r ,• a� °�6°� I ° 5\o�° FES W/RIP RAP D 10 - • a„TR m / \ x\0' $ 157'24tHDPE @ 0.17 INV -1031.88 I �I X 059 \0 �'" 0'h ° �\ \p�\° / / �\ r . 1 y /STATUE 8 % r �2 TR •T • `.2�TR I %/ i �I \o •• a '+ •• z"rR e9\\ w, 0" NYLOPLAST INLET E\ o k I / / • •TR (� m c�T`\ B RIM -1035.1 o , 0�01 _ ` 12" NYLOPLA °� ,1 �� \ INV -1032.15 Y/ITH 3'x4' CCOW LEAc ER BENCH COLLAR. o "HDPE @ 18" NYLOPLAS-r-,, REMOVE EXISTING _ I a"TR /I • RIM -1037.4 C Y�� C�3"TR L RIM -103.8 � // j ` I ` '✓�'I�LK & CJ IAB & BI TEt`' TEL V / pop \os5� \ U 1 / ' I 1 \06 v, I>tMO EXISTING ' +0;00 _-1 I / I •1� I us sl A' -18 .31 0�6 °� STORM SEWER & 0�S 5'�$� WDPE @ 0.25% 1 0�l` J X0 �7.1 X- 4 s6 a FLARED END S 0°gig l y .18"A I �� G O.G `0 �,TR IE INTO EXISTING Nn /� / I I ' _ � SF- SF VEMENT EDGE / i o f REf�V6ESIE 6TI - x 1 .1 I / Q / \0�6 8" NYL(" PROT SF PY 374 SF • • 7 `� A, � c 10�:� SF J� r ✓ - _ �i l � 11 sMH� Rllv�1us �.0 + R\ EX -37. 1 < � < o3s. 1 INV -1033. > 4 u, ALF 10, SILT e - 3 D i • 6"T 2" NYLOPLAST i (TYP)( AIL x ITH 3'x NCRETE, TR COLLAR t I I \ RIM -1037. 2 X von°� INV -1034.,_ x .0 C J=1037.92fJ'- '� 0 CB N C I � 37 �I RI38CB 103ga RIM -1038.4 • I8'TR 0' 17"TR F RD RD 49' 12" HDPE @ 1.10% S47!12" HD E! 7''T r,,°a ` "TR / @ 1.30P $ I •6'TR o z Ni 38_ grill3� �. I v 1 \ \ 12" NYLOPLAST INLET • �A I I a \ REMOVE EX;5-iNG 5 \1 \ CONCRETE WALK WITH 3'x4' CONCRETE / X ci 1 STMH RIM=1040 COLLAR. \O!1 NV-1025.1p SD- _ DINA 927 A 2� // 1 L a T I 0 U U U0 I I Go N c Q) E I U 0 L (n D _< ST... _----- G E L \ 2c .�`HIB36 \ v9 R INV- 1028 82 Iz SFX -3 :73 = ---- �7 - I VsF1TJ96 J S + � -_ BTW -101.5 �r _ � �\ EX -3 30''TR 24"TR TW -1042 `'--36. _-.x 3 GW -1042 TW -1040.8 GW -1037.0 TW -1045.0 (� GW -1041.3= -� X AS PPROXIMATE LOCATION 9 \ OF PROPOSED l ei� '•a 2 -TIER RETAINING WALLS ok5. •Tae es UPP_VR WALL -TW -104,.3 GW -1042.9 OWER ` OWER WALL X -TW -1042.E �5. GW -1039.0 fW-1041.5 GW -1038.5 T - GW -1 038 GW -1038 TW -1044 TW -1046 Approximate Property Line GW -1042.0 GW -1042.3 INV -1032.4e) \o�" a \°�65 15" NYLOPLAS 0384 RIM -1037.5 INV -1032.1,,?" 5 \11 ABA O NG STORM x ' IN PLAC F>kLL ITH SAND. .5 - PROTECT EXIS ING GA6, ELE C& _- y TELEPHONE IN �-II$ qq ^' l _D /COORDINATE H �R ID UTILITY OWNERS ri 8\HPE @ 0.5P \11A 0000 woo PA�aR 88' �„ FI PEC 0.321 ° h �D. INV -1 0 5'/1NYLOPLA,$T INLET \0�o6 \ X . \\ DEMO EXISTING 37.5 Rlrp-1037.5x\0 \ STORM SEWER AS Ln I x 3.1 P! ! 1NV-1032.75 �� \ n SHOWN c I i GRAVEL ° 'ocl ° r O I g6 K z 1 ( e)41 \ 12" HDP9 h 0.44%B A L L F I E L D WOOD CHIP PLAYGROUND \ I \°3°'ti 138'e)" DRAIN- I ' \\\\ �_� X\oRop TILE @ 1.0% � ,- 15" NYtOPLAST CB � vo J 3�P/� -1 ' RIM -1037_5 X 37.5 INV -1033.04 eP� 7 /CH . O 38 .j 4"TR 4" •V6j'TR • 12°TR ID �- T'v�-1(".0 R\° GW -1039.0 \13 TW -1043.0 oNti 134' 12" HDPE @ 0.44% R\ x GW -1043.0 ° I V I L:JI Ll1J I L.0 dI-M611)42.5 ' i`\J V-13V%B-.tG38.8 ]LET MATCH INTO EXISTING GRADES 41. 0 40 80 %7=m SCALE IN FEET Construction Stormwater Special Waters Search rvInnesota Pollution. Control Agency Lat!tL1 le, 45. 2 3L',2 Lo i I(I Itl ic Ie -_92 8687 Find Special Waters�1 Features Selll Ant = ClearSulfet -N- GOOSE LAKE 1 MILE RADIUS SEARCH I. L TOWNSHIP Legend LATITUDE LONGITUDE WASHINGTON 14 32N 1 20W 1 45.255610 -92.813654 S eei,-1l+Va PER SOIL BORING LOGS AND WEB SOIL SURVEY 0 1,1FICALlstel.i :.Alcareolts Fen EA 21 A AC 1.9 DNR Listed Calcareous Fere Wilderness Area Mississippi River 0 • f I � ` 05 •� 9- I PROJECT LOCATION I A 14c-�rse� SITE LOCATION 1 i) COUNTY SECTION TOWNSHIP RANGE LATITUDE LONGITUDE WASHINGTON 14 32N 1 20W 1 45.255610 -92.813654 RECEIVING WATERS • a X Z elk lit il "• _ r . � NAME OF WATERTYPE BODY OF WATER BODY SPECIAL WATER IMAIRED WATER TYPE OF SPECIAL WATER HWY 97 ROW DITCHES TO ROADSIDE POND POND NO NO REGIONAL PONDING (PREVIOUSLY CONSTRUCTED) 1 TO 8 FEET SILTY SAND ON-SITE SOILS CONSIST OF SANDY SOILS WITH SILT, PER SOIL BORING LOGS AND WEB SOIL SURVEY 0 INLET PROTECTION EA 21 TURF RESTORATION AC 1.9 PERMANENT STORMWATER MANAGEMENT X INFILTRATION MATERIAL DESCRTION STORMWATER HARVEST AND REUSE X FILTRATION 1 PIPE STORAGE / IRRIGATION TOPSOIL REGIONAL PONDING (PREVIOUSLY CONSTRUCTED) TYPICAL SUBSURFACE SOIL STRATUM STRATUM DEPTH TO BASE OF STRATUM MATERIAL DESCRTION TEMPORARY ROCK CONSTRUCTION ENTRANCE BELOW EXISTING GRADE 1 1 0TO 1 FEET TOPSOIL 2 1 TO 8 FEET SILTY SAND ON-SITE SOILS CONSIST OF SANDY SOILS WITH SILT, PER SOIL BORING LOGS AND WEB SOIL SURVEY ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 PREFABRICATED CONCRETE WASHOUT EA 1 SILT FENCE (STANDARD) LF 1,950 ROCK LOG LF 0 INLET PROTECTION EA 21 TURF RESTORATION AC 1.9 CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 EROSION CONTROL LEGEND SF SILT FENCE 0 INLET PROTECTION EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. MARTIN PL VZNER ENGINEERING 8o3o Old Cedar Ave. S Bloomington, MN 55425 Voice: 95"854-r&76 Fax; 952-854"1948 LTI KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC Architecture Structural Engineering Interior Desigir 6115 Cahill Avenue Inver Grove Heights Minnesota 55076 651.451.4605 fax 651.451 .0917 komainc komainc.com . LroucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. I hereby certify that this plan, specification or report was prepared by me or undermy rdire on and that I am a duly Licen es I En r under the laws of the at fm n sota A ' c J ell - I' 1v is o. 41352 Date 6/19/17 CITY SUBMITTAL Z c� LL D mmi J z aJ J o 0 V W Z ,. z 30 Q Q - �- '_ M W H 0 Z LM Ln W Ln '- W Jaz W MCA 0 W a rl Z Ln = W 8MM 0= Uill 74V) PROJECT: 16174 DRAWN BY: GAJ CHECKED BY: VJV DATE: 6/20/2017 REVISIONS: 6/19/17 Bid Pack 1 6/20/17 City Submittal SWPPP 1 OF 2 C5