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HomeMy WebLinkAboutDemo/grading plans►jMl N 1;4 ,--1 O 0 O N Ln N O .0 PROJECT LOCATION LAIDLAW PROPERTY DEMOLITION BAKER PARK RESERVE 1195 STARKEY RD., ORONO.. MN, 55356 "� I S Kit aesE std ,. Val ;4 � Lake Prark4- sr,� 9 Rye tet+°`"", am"ac e Lain kidrpendeeee Rd- r131� L I g RUM BAYA 5 47 Mud Lake �- FartKr�aay.�� a Cage 1 o �a -- s HRmei a po u �w9kwsRR __ Lake i d9h we spm ARE PRESENT IN THE DRAWINGS. THE FOLLOWING ABBREVIATION LIST MAY NOT BE COMPREHENSIVE OF ALL ABBREVIATIONS USED. THE CONTRACTOR IS RESPONSIBLE TO READ AND UNDERSTAND ALL ABBREVIATIONS AND TERMINOLOGY IN THE DRAWINGS AND CONTACT THE OWNER'S REPRESENTATIVE AS NEEDED FOR ADDITIONAL CLARIFICATION. AIA AMERICAN INSTITUTE OF ARCHITECTS ARCH ARCHITECT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS BLDG BUILDING BO BOTTOM OF BP BID PACKAGE CD CONSTRUCTION DOCUMENTS CIP 1 CONC CONCRETE CONT CONTINUOUS CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CT CONTRACTION JOINT g Ra 'r GFi DIA DIAMETER DIM 3 DIP DUCTILE IRON PIPE DN DOWN 3 EACH EJ EXPANSION JOINT Lak Eonal Lake ELEVATION ENG ENGINEER EX, EXIST EXISTING EXT EXTERIOR EW EACH WAY FES FLARED END SECTION FO FACE OF FFG FOOTING FV FIELD VERIFY GALV 3Lnly Name Lake HDPE HIGH DENSITY POLYETHYLENE HT HEIGHT ID INSIDE DIAMETER INSP INSPECTION OR INSPECTOR INT INTERIOR INV INVERT Q Z4 -- � It" 101 $ .,i Admlels6vit+a Ctr . , E46bxygemLnN. Me�u�ae b zein m o' 14'alrieldy I ASA el Art Lake : I e 1 4i g t d,. �— 494 �- �.. a ¢. - Fa - 6 ark. ClaFsen Lake' $ �'+ 4 m'� o - k,J 8$` Ctid.,d �c?� Lakr a` .. fi !F Or' PM' , . �7.r $ .,.. 12 L s n!5 isng! Lake 4o Hadle}. s @y 4t ll ii ' i MCA .i pii et 1 15 . - � a i j 0 101 1 3d Sl P6 K \�1 �t t A3v d / 4 c a 146 ra. ii'M ¢� . 1 :r9Wr mh% ...._ s NOTES 1. MN/DOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2005 EDITION, SHALL GOVERN, EXCEPT AS MODIFIED BY THE CONTRACT DOCUMENTS. 2. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MMUTCD, INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, 2007 EDITION. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE AND ADEQUATE SIGNAGE AND AND SECURING OF THE SITE THROUGHOUT THE DURATION OF CONSTRUCTION, WHEN REQUIRED OR NECESSARY. 4. THE CONTRACTOR SHALL SECURE ALL APPLICABLE AND REQUIRED PERMITS PRIOR TO CONSTRUCTION. A DEMOLITION PERMIT FROM THE CITY OF ORONO WILL BE REQUIRED FOR THIS PROJECT. COSTS ASSOICATED WITH ALL PERMITS SECURED WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT SUM AND SHALL BE PAID FOR BY THE CONTRACTOR. SEE SPECIFICATION SECTION 00820 - SPECIAL CONDITIONS. 5. THE CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AND DEBRIS IN ACCORDANCE WITH THE CONTRACT AND APPLICABLE LAWS AND ORDINANCES. NEARBY ROADWAYS AND ACCESS POINT TO THE SITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND SOIL, INCLUDING VEHICULAR TIRE TRACKING. 6. THE EXACT LOCATION AND DEPTH OF UNDERGROUND UTILITIES, SUCH AS GAS, TELEPHONE, FIBER OPTIC, ELECTRIC, CABLE TV, PIPE LINES, ETC., ARE UNKNOWN. IN ACCORDANCE WITH MINNESOTA STATE STATUTE 216D AND RULES CHAPTER 7560, THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE AT LEAST 48 HRS PRIOR TO COMMENCING EXCAVATION. GOPHER STATE ONE CAN BE CONTACTED AT (651) 454.0002 OR 1.800.252.1166. PRIVATE UNDERGROUND UTILITY LOCATES FOR THIS PROPERTY WILL BE REQUIRED FOR THIS PROJECT. ALL COSTS ASSOCIATED WITH THE PRIVATE UTILITY LOCATES SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT SUM AND SHALL BE PAID FOR BY THE CONTRACTOR. SEE SPECIFICATION SECTIONS 00820 - SPECIAL CONDITIONS AND 014500 - SUBSURFACE UTILITY LOCATE REQUIREMENTS. 7. ALL UTILITY INFORMATION PROVIDED BY THE OWNER SHALL ONLY BE INTERPRETED AS A GRAPHIC RESPRESENTATION OF THE UTILITIES BELIEVED TO EXIST, AS A CONVENIENCE TO THE CONTRACTOR. ALL UTILITIY GRAPHIC REPRESENTATIONS SHOULD NOT BE CONSTRUED AS FACT. IF THERE IS A CONFLICT BETWEEN THE OPERATOR PROVIDED INFORMATION AND THE INFORMATION PROVIDED BY THE OWNER, THE OPERATOR PROVIDED INFORMATION SHALL GOVERN AND TAKE PRIORITY. 8. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL AND PROTECTION OF ALL STORMWATER INLETS SEE SPECIFICATION SECTION 02230 - SITE CLEARING. 9. THE CONTRACTOR SHALL VERIFY WITH OWNER AND PROTECT ALL TREES TO REMAIN ON SITE. SEE SPECIFICATION SECTION 02230 - SITE CLEARING. 10. THE CONTRACTOR SHALL REMOVE, SALVAGE, TEMPORARILY STOCKPILE, AND REUSE ALL TOPSOIL AND FILL MATERIAL GENERATED ON SITE. THE CONTRACTOR SHALL VERIFY AND CONFIRM ANY SOIL AND THEIR AMOUNTS TO BE REMOVED AND/OR ADD TO THE CONSTRUCTION SITE. SEE SPECIFICATION SECTION 02300 - EARTHWORK. 11. ALL DISTURBED AREAS SHALL BE TILLED TO A DEPTH OF 6' MINIMUM. SPREAD ALL SALVAGED TOPSOIL AND FILL MATERIAL. GRADE AND SMOOTH ACCORDINGLY - AS PER PLAN - IN PREPARATION FOR SEEDING AND MULCHING OF AREA. DRAWING INDEX LANDSCAPE L100 COVER SHEET L101 EXISTING CONDITIONS/ DEMOLITION PLAN L102 GRADING/ SITE PLAN P ROJ ECT TEAM OWNER: THREE RIVERS PARK DISTRICT 3000 XENIUM LANE NORTH PLYMOUTH, MN 55441 CONTACT: JAMEL S. ANDERSON, PROJECT MANAGER MICHAEL D. HORN, PROJECT LANDSCAPE ARCHITECT PHONE: 763-694-2063 FAX: 763-557-5248 EMAIL: jamela@threeriversparkdistdct.org STATUS LEGEND EXISTING, TYP. PROPOSED, TYP. THE DRAWINGS ARE THE GRAPHIC AND PICTORIAL PORTIONS OF THE CONTRACT DOCUMENTS SHOWING THE DESIGN, LOCATION, AND DIMENSIONS OF THE WORK. DISCREPENCIES IN LINE AND SYMBOL COLOR, WEIGHT, OR CLARITY MAY EXIST. THE CONTRACTOR SHALL REVIEW THE DRAWINGS FOR CONSISTENCY WITH FIELD CONDITIONS PRIOR TO BID PLACEMENT, AND NOTIFY THE OWNER OF ANY DISCREPENCIES THAT MAY AFFECT THE EXTENT OF WORK. ANNOTATION SYMBOLS LEGEND AI SECTION CUT A000 Al DETAIL CUT A000 Al EXTERIOR ELEVATION A000 C5 CONSTRUCTION KEY NOTE D3 DEMOLITION KEY NOTE BLDG CORNER WORK OR CONTROL POINT ELEV. 940.02 SITE SURVEY POINT TRAVERSE POINT #D �D SOIL BORING, TEST PIT A2 REVISION TAG WITH CLOUD MATERIALS LEGEND BITUMINOUS PERMEABLE BITUMINOUS SURFACE CONCRETE PERMEABLE CONCRETE SURFACE MODULAR BLOCK (MANUFACTURED) PERMEABLE PAVER -TYPE SURFACE EARTH OR EXISTING IN-SITU SOILS SAND OR GRANULAR MATERIAL GRAVEL OR CRUSHED MATERIALCOBBLE OR RIPRAP OR BOULDERS GROUT METAL PLYWOOD STONE (QUARRIED AND CUT) WOOD CLEAR AND GRUB ALL VEGETATION REME/A CLEAR AND GRUB. BRUSH PLACE EROSION CONTROL BLANKET + + + PLACE SEED + + + + W �Y PLACE SOD PLAN SYMBOLS LEGEND PARK BOUNDARY COUNTY BOUNDARY CITY/MUNICIPAL BOUNDARY PRIVATE BOUNDARY RIGHT-OF-WAY LINE CONSTRUCTION/GRADING EASEMENT RESOURCE PROTECTION EASEMENT TRANSPORTATION EASEMENT UTILITY EASEMENT PROPERTY SETBACK LINE RAILROAD TRACKS TRANSPORTATION CENTERLINE UNKNOWN LINEAR FEATURE (SEE LABEL) GATE, UNSPECIFIED AUTOMATIC VEHICLE ACCESS MANUAL VEHICLE ACCESS BICYCLE ACCESS DOG OFF -LEASH ACCESS FENCE, UNSPECIFIED FENCE, SPECIFIED TYPE BW = BARBED WIRE CL = CHAIN LINK PS = POST AND SPINDLE SR = SPLIT RAIL WW = WOVEN WIRE POLE, W/ GUY ANCHOR POST OR BOLLARD GUARDRAIL HANDRAIL SIGN W/ SINGLE, DOUBLE POST ID ID ID = SIGN CODE � 0 u TOPOGRAPHIC CONTOUR (MAJOR) TOPOGRAPHIC CONTOUR (MINOR) DITCH OR SWALE BOTTOM (FLOW LINE) DRAINAGE ARROW (FLOW DIRECTION) EDGE OF NORMAL WATER LEVEL FLOODPLAIN LINE WETLAND EDGE, UNSPECIFIED WETLAND EDGE, DELINEATED CONIFEROUS TREELINE DECIDUOUS TREELINE TREE, CONIFEROUS AND DECIDUOUS SHRUB OR BRUSH PLANT IDENTIFICATION LABEL PROTECT (TREE) REMOVE (TREE) CLEAR BRUSH (W/1N TREELINE) SILT FENCE, STANDARD SILT FENCE, HEAVY DUTY FLOATING SILT CURTAIN BIOROLL ROOT BARRIER ROCK CONSTRUCTION ENTRANCE INLET PROTECTION I P PLAN SYMBOL NOTES 1. SEE MATERIALS LEGEND FOR TYPICAL EROSION CONTROL BLANKET, SEEDING, AND SODDING SYMBOL HATCH PATTERNS. ABBREVIATIONS ABBREVIATIONS COMMON TO THE CONSTRUCTION INDUSTRY ARE PRESENT IN THE DRAWINGS. THE FOLLOWING ABBREVIATION LIST MAY NOT BE COMPREHENSIVE OF ALL ABBREVIATIONS USED. THE CONTRACTOR IS RESPONSIBLE TO READ AND UNDERSTAND ALL ABBREVIATIONS AND TERMINOLOGY IN THE DRAWINGS AND CONTACT THE OWNER'S REPRESENTATIVE AS NEEDED FOR ADDITIONAL CLARIFICATION. AIA AMERICAN INSTITUTE OF ARCHITECTS ARCH ARCHITECT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS BLDG BUILDING BO BOTTOM OF BP BID PACKAGE CD CONSTRUCTION DOCUMENTS CIP CAST IN PLACE OR CAST IRON PIPE CONC CONCRETE CONT CONTINUOUS CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CT CONTRACTION JOINT DETL DETAIL DIA DIAMETER DIM DIMENSION DIP DUCTILE IRON PIPE DN DOWN EA EACH EJ EXPANSION JOINT EL, ELEV ELEVATION ENG ENGINEER EX, EXIST EXISTING EXT EXTERIOR EW EACH WAY FES FLARED END SECTION FO FACE OF FFG FOOTING FV FIELD VERIFY GALV GALVANIZED HDPE HIGH DENSITY POLYETHYLENE HT HEIGHT ID INSIDE DIAMETER INSP INSPECTION OR INSPECTOR INT INTERIOR INV INVERT UTILITY SYMBOLS LEGEND ELECTRIC, UNSPECIFIED (ALL TYPES) UNDERGROUND CABLE OVERHEAD CABLE MANHOLE, METER, PEDESTAL LIGHT, MARKER POST FUEL, UNSPECIFIED (ALL TYPES) GASOLINE/REFINED PETROLEUM GEOTHERMAL HVAC/CONDENSATE NATURAL GAS OIL/UNREFINED PETROLEUM STEAM MANHOLE, METER, PEDESTAL UNDERGROUND TANK, MARKER POST VALVE (ANY), VENT TELECOM, UNSPECIFIED (ALL TYPES) UNDERGROUND CABLE OVERHEAD CABLE UNDERGROUND FIBER OPTIC OVERHEAD FIBER OPTIC MANHOLE, METER PEDESTAL, MARKER POST WATER, UNSPECIFIED (ALL TYPES) I MANHOLE, METER, PEDESTAL W MARKER POST, CLEANOUT �D VALVE (ANY), CHECK, CONTROL HYDRANT, WELL L, IRRIGATION, UNSPECIFIED (ALL TYPES) MANHOLE, METER, PEDESTAL MARKER POST, CLEANOUT VALVE (ANY), CISTERN SPRINKLER HEAD, WELL SANITARY SEWER, UNSPECIFIED GRAVITY PIPING FORCEMAIN PIPING MANHOLE, MARKER, CLEANOUT LIFT STATION, SEPTIC TANK, VENT LS L VALVE (ANY), CHECK, CONTROL STORM SEWER, UNSPECIFIED DRAIN TILE MANHOLE, MARKER, CLEANOUT CATCH BASIN (SQUARE, ROUND) CB CB APRON, W/ GRATE, VALVE (ANY) ENERGY DISSIPATOR, CHECK DAM UTILITY NOTES 1. THE SUBSURFACE UTILITY INFORMATION ON THESE PLANS IS DEPICTED TO UTILITY QUALITY LEVEL "D". THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA:' 2. THE EXACT LOCATION OF UNDERGROUND UTILITIES SUCH AS GAS, TELEPHONE, FIBEROPTIC, ELECTRONIC, CABLE TV, AND PIPE LINES ARE UNKNOWN. IN ACCORDANCE WITH MINNESOTA STATE STATUTE 216D AND RULES CHAPTER 7560, THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL BEFORE COMMENCING EXCAVATION: 1(800)252-1166. (ABBREVIATIONS CONTINUED) JT JOINT LOC LOCATION MAX MAXIMUM MIN MINIMUM MN MINNESOTA NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD PC PRECAST PH PHASE PVC POLYVINYL CHLORIDE (PLASTIC) PIPE R, RAD RADIUS REC RECOMMENDED RCP REINFORCED CONCRETE PIPE REINF REINFORCEMENT STEEL BAR REQ REQUIRED SECT SECTION STD STANDARD TEMP TEMPORARY TO TOP OF TYP TYPICAL UG UNDERGROUND VCP VITRIFIED CLAY PIPE VERT VERTICAL VFY VERIFY W/ WITH W/O WITHOUT C O :1=, Z 0 > v W oC � k_ Q Q H �oQWO _D <¢ : �_nfDU< x 2oQ�o CIO 0 rn v O z d W V- }mcnoWW z t-wRU)zz o Lu Lu W W z 5 z 2 01� I V 15 a } Lu m Zi WJ Camel—}H_0 LLI ¢ �aV_j = W W Qofb�1¢— U Q ='so¢¢cn o Lu0L LL. W 00 IL N Q 00 Ln LJ O n O Ln W Ln LnALn M to z p ?� a • H 11G (9 E L Z Ln a �a IL Z0 QI N. LU W Z J H Z W 2:5- z W X 0 a o� 0 0 O J r) a SHEET TITLE Drawing Title(s) COVER SHEET L100 Sheet 1 of 3 z 57 0 4-J L. 0 o 0 _i C m Proj. No. BAK 0805 Issue Date 04/15/2009 Designed By ISA Drawn By ISA Checked By MDH SHEET TITLE Drawing Title(s) COVER SHEET L100 Sheet 1 of 3 ►j ,$I a a� cp m "a J Y m C .21 U) W 0 a m O 0 in W C 0 U N a� n 0 L d to 0 co O IV m A� W N e ;V r1 a� m Ln U W rna r; / d�b/"j 1_1� q L2 E� IV I \ i _ REMOVE APPROXIMATELY 11D rb \ LIN FT OF FENCE SECTIONS IN \ A THEIR ENTIRETY i _ _-�-- CHH, �E�H O ECOH� TH EC�H) EC�H� (�H) ECOH E(OH; �E-E H)----E(HH) E(O E(OH/ OH}- L;SEC 1 REMOVE PROXIMATELY 7 OF FENCE SECTION I IN ITS ENTIRETY0_0 {� �' Z / S REM�07E APPROXIMATELY � X �; g /\� � � _ / / ) � v, fl 100So FT OF GRAVEL I A� ,`aa"`�\ \ • ' i � �RIVEWAYI " ENTIRETY J \ REMOVE SHED, RN CRIB AND \, / J \ \ \OTHER SHED, IN THEIRf— ENTIRETY. E SPECIFICATION SECTIO 02221 983. 3- - 01 S k iLi PENCE \ \ O LO U , � C .�,,� 0000O�)OU)U Z !, O \ • i \ W zLU 1 Lo / REMOVE APPROXIMATELY 540 `" A O —-NN--FT0FHNC TION IN ITS ENTIRETY / I I 9X. 7 o I x �v --REMOVE APPROXIMATELY 800 / — LIN FT OF FENCE SECTION IN ITS ((� 1 ENTIRETY , w �. z � LU / �V L r�rp 0S F]<NC z E3 \0 � / I F-- Q) j' Z w / /U I 0 APPROXIMAT�( 700 �EMOVE N FT OF FENCING IN THEIR V NTIRETY / i \ I \ 9 -x i CONSTRUCTION LIMITS I I ED W 0 z 0 O LU o ra Q Q LL ao~ O �z=acn REMOVE AND GRUB TREE & SHRUB STAND SEE z SPECIFICATION SECTION 02230 - SITE CLEARING = W Z z W �}0J0 INSTALL APPROXIMATELY 200 LIN FT OF SILT FENCE �- o j w o w of E - w�cnzz W�Wz�? 4-J O _ C O REMOVE CONCRETE BASKETBALL COURT, GOALS, POSTS, >- w in D W LL o AND FOOTINGS IN THEIR ENTIRETY. SEE SPECIFICATION W a U = w L = w SECTION 02221 - BUILDING DEMOLITION w Q a O Q to v =�o<<U) o REMOVE ALL WELL HEADS IN THEIR ENTIRETY Issue Date 04/15/2009 Designed By z X Drawn By JSA Checked By ZW W O REMOVE 1 195 STARKEY RD. HOUSE & GARAGE/SHOP SEE 00 a SPECIFICATION SECTION 02221 - BUILDING DEMOLITION IL O 0, LnO J W W rnLn a Ln REMOVE OVERHEAD ELECTRICAL LINE(S) AND POLE raw 0 tp r-, IN THEIR ENTIRETY *, V Z Q REMOVE ASPHALT, GRAVEL DRIVEWAY AND ALL CONCRETE Ova& 2 Ea -1 'T ; AND HARDSURFACE PAVEMENTS IN THEIR ENTIRETY N d' _ a 0 � PROTECT SPECIMEN WALNUT TREE SEE SPECIFICATION a a zo W SECTION 02230 �` O W zz :�] z_ H Z gg REMOVE AND GRUB TREE & SHRUB STAND SEE W SPECIFICATION SECTION 02230 - SITE CLEARING z W X Q REMOVE AND GRUB ALL TREES S AS INDICATED (WITH AN "X") IL Uj O 2: O ON THE PLAN - FIELD VERIFY TOTAL NUMBER OF TREES TO BE In 1 REMOVED WITH OWNER. SEE SPECIFICATION SECTION 02230 m INSTALL APPROXIMATELY 900 LIN FT OF SILT FENCE EXISTING PAVED PARK TRAIL N 0 25 50 100 SHEET TITLE Drawing Title(s) EXISTING CONDITIONS /DEMOLITION PLAN L101 Sheet 2 of 3 4-J 0 C O -0 L f� 4-J — to 011 Proj. No. BAK 0805 Issue Date 04/15/2009 Designed By JSA Drawn By JSA Checked By MDH SHEET TITLE Drawing Title(s) EXISTING CONDITIONS /DEMOLITION PLAN L101 Sheet 2 of 3 rIN C)/ 0 Ln / / I / A � I 'z I ON / / O <� 0 --------- v �— �4�' v 9 8 I i ro /���-- \\ / i (` `//�� ---tea �► d ❑H}--� Ef\1H V �EvC❑ �, �� EC❑H: E�(�7H) EC❑H) EC❑H� EC❑H}==EC❑H -- EC'�7H�- EC❑ E(OH) —E H) ��—EC❑H) EC❑H'; EC❑Hr7❑H F(D STORM WATER POLLUTION PREVENTIONPLAN (SWPPP) NOTES: 0 0\L� �� �� ) � � � \ �� A V / � / � � _ — � � \� � X PROJECT: LAIDLAW PROPERTY, 1195 STARKEY ROAD, ORONO, MN 5535b J---� , �\ \ ` / / OWNER: THREE RIVERS PARK DISTRICT 3000 XENIUM LANE NORTH \ \ \ \ / / / / / \ \ \ \ — — — — 9�t✓ \ _ i �O PLYMOUTH, MN 55441-1299 CONTACT: JAMEL S. ANDERSON, PROJECT MANAGER SWPPP SUMMARY/OVERVIEW RK MISCELLANEOUS GRADING NOTES: / THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN DEVELOPED BY THREE RIVERS PA \ \ \ DISTRICT TO ADDRESS THE REQUIREMENTS OF NPDES PERMIT MN R100001. PART III. SUBPART A. THIS SWPPP \ \ / / \l _\ / / / / DESCRIBE THE TEMPORARY AND � / / �' � � I �\ RE -GRADE SITE TO A MORE "NATURAL" STATE AND SUCH INCLUDES A COMBINATION OF NARRATIVE AND PLAN SHEETS THAT DESC \ \ / / ` \ g / /, ROCK GONSTRUCTIONJ NTRANCFi TO ALLOW FOR FUTURE AREA IMPROVEMENTS PERMANENT EROSION AND SEDIMENT CONTROL AND STORM WATER MANAGEMENT PLAN FOR THE PROJECT. THE NUMBERED SECTIONS BELOW CORRESPOND TO THE SAME SECTIONS OF THE NPDES PERMIT. \ \ / h O `- VERFIY FINAL GRADING WITH LANDSCAPE /ARCHITECT / L 9 3. 3 - PART IILA. STORM WATER POLLUTION PREVENTION PLAN v \ / / / NATURE OF CONSTRUCTION ACTIVITY: / 5 SILT FENCE ,, ` /� ALL DISTURBED AREAS TO RECEIVE b ST MIN. TOPSOIL � -, (UNLESS TOPSOIL PRESENT UNDER EXISTING THE PROJECT WILL CONSIST OF BUILDING REMOVAL AND GRADING. I J \ \ , \ `\ \ \ I % / / / CONDITIONS). MnDOT SEED MIXTURE 250 @ 70 LBS/AC, \ / 22-0-10 FERTILIZER @ 360 LBS/AC, AND MnDOT TYPE 1 SOIL DISTURBING ACTIVITIES: I CLEARING AND GRUBBING, REMOVALS, GRADING AND FINAL RESTORATION. _ I � �� � � � \ � \ � _ MULCH @ 2TONS/AC. \ V A / / I PREPARER OF SWPPP: ERIC NELSON ( CIVIL AND STORM WATER ENGINEER) I ' C9 \ ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 72 � �„�. \ \ � .c► � \ � � \x HOURS OF COMPLETION OF FINAL GRADING. ANY WILL OVERSEE � � \ N PREVENTION AND SEDIMENT CONTROL AND WHO I \ \ \ \ / I EXPOSED SOILS MUST BE STABILIZED FOR ANY Al. PERSON KNOWLEDGEABLE IN EROSION 09 �C� 1/ \ \ V _ _ \ \ ( \ IMPLEMENTATION OF THE SWPPP: SELECTED CONTRACTOR SHALL DESIGNATE ONE INDIVIDUAL, TRAINED PER I I \ _ \ ' / TEMPORARY WORK STOPS OF 14 DAYS OR MORE. THE REQUIREMENTS OF PART IILA.2.OF THE NPDES PERMIT, TO OVERSEE IMPLEMENTATION OF THE SWPPP. •, ' \ \ I � � O RESPONSIBLE FOR THE LONG-TERM OPERATION AND MAINTENANCE: OWNER, THREE RIVERS PARK DISTRICT RER OF THE SWPPP IS AVAILABLE FROM A2. DOCUMENTATION OF THE REQUIRED TRAINING FOR THE PREPA \ � ci m THE OWNER UPON REQUEST. CONTRACTOR SHALL INCLUDE REQUIRED TRAINING DOCUMENTATION INTO THE / / O \ \ E PROJECT SWPPP. / / / \ U \�/` \ � I ORDER OF MAJOR CONSTRUCTION ACTIVITY: / V / �\ U ` V I \ \ \ N / A.3. NARRATIVE DESCRIBING TIMING OF INSTALLATION OF BMP'S IN PARTS Ill. IV. APPENDIX A: / \ \ \ / �� Z ..� � 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE OD SEE NOTES ON THIS PLAN SHEET. / / �� A LU 0 \ \ L� / / �� \ \ \ 2. INSTALL EROSION AND SEDIMENT CONTORLS AS LP SHOWN (SILT FENCE) !