The URL can be used to link to this page

Home My WebLink About2013-10-15 - Parks & Trails Agenda PacketAgenda Corcoran Parks and Trails Commission October 15, 2013 7:00 PM 1. Call to Order /Roll Call 2. Pledge of Allegiance 3. Approval: a. Agenda b. Minutes of 09.17.13* 4. Open Forum 5. Presentations a. Public Safety Presentation 6. Reports /Information -None 7. Old /Unfinished Business 8. New Business a. Site Plan and Conditional Use Permit for Rockford School District Baseball Field at 20400 County Road 50 (PID 23- 119 -23 -34 -0001) (city file no. 13 -023)* 9. Subcommittee & Miscellaneous Reports a. City Council Liaison — Mayor Ken Guenthner b. Athletic Association c. Park Dedication Fund* 10. Other Business 11. Announcements 12. Adjourn *Includes Materials Materials relating to these agenda items can be found in the House Agenda Packet by Door. Minutes Corcoran Parks and Trails Commission Tuesday, September 17, 2013 7:00 PM m Present: Commissioners Trish Krueger, Kevin Dale, Tom Anderson, Val Nybo, Rachel Tessmer, Judith Strehler; Student Commissioners Camryn Monzo and Laura Minkoff Absent: Deb Regan and Chad Robran Others attending: Council Liaison Cossette, City Administrator Martens 1) Convene Regular Parks & Trails Commission Meeting — Chair Krueger called the meeting to order at 7:00 pm in the Corcoran Community Center. 2) Pledge of Allegiance 3) Approval of: a) Agenda. Motion by Anderson and seconded beWried N to- approve agenda. Voting aye: All (Motion carried 6:0) b) Minutes of 08.20.13 Meeting. Motion by conded by Anderson to approve minutes as presented. Voting aye: All (Mo 6:0) 4) Open Forum: None 5) Presentations: None 6) Reports /Information: None 7) Old/Unfinished Business tkahb.,x a) 2014 Park Budget: Commission members discussed the proposed 2014 Park Budget. No action taken. 8) New Business. a) Planning Project Updates b) Triden Ridge Estates Second Addition Preliminary Plat at 23425 CR 117 (PID 06- 119- 23 -11- 0006) (City File 13 -019): Administrator Martens provided the Commission with background information on the Preliminary Plat application and asked the Park Commission to recommend either cash or land acquisition to meet the park dedication requirements. Motion by Dale and seconded by Anderson to recommend the City Council take land for park dedication on the east side of the property to accommodate a future horse trail and remaining amount in cash if applicable. Voting aye: All (Motion carried 6:0) ii) Meadow Creek Estates 2nd Addition Preliminary Plat (PID 06- 119 -23 -32 -0005 and 06- 119 -23 -34 -0003) (City file 13 -020): Administrator Martens provided the Commission with background information on the Preliminary Plat application. The item was informational and no action was requested or taken. iii) Active Corcoran Planning Applications: The Commission reviewed the list of active planning action applications. No action taken. b) Fee Schedule: Commission members reviewed the City's fee schedule. No action taken. c) Lennar Development — Park Priorities: City Administrator Brad Martens gave an update on the proposed Lennar development and asked the Commission to discuss the desire for a small neighborhood park centrally located within the development. Motion by Tessmer and seconded by Dale to direct staff to communicate to Lennar that a small neighborhood park centrally located within the development is a priority. Voting aye: All (Motion carried 6:0) Parks and Trails Commission Minutes, August 20, 2013 9) Subcommittee & Miscellaneous Reports a) City Council Liaison: Councilor Cossette reported on activities from the August 22, 2013 and September 12, 2013 City Council meetings b) Athletic Association: Kevin Dale provided updates to the Commission. c) Park Dedication Fund: Park Dedication Fund balances were reviewed. 10) Other Business: None 11) Announcements: City Administrator Brad Martens informed the Commission that he attended a Hennepin County Bike Plan meeting. 12) Adjourn. Motion by Anderson and seconded by Strehler to adjourn. Voting Aye: All (Motion carried 6:0) Meeting adjourned at 9:06 p.m. Next Meeting: October 15, 2013 at 7:00 p.m. Res Brai City IV 2 Agenda Item: From Xil -, to FIf7rh 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran Parks and Trails Commission FROM: Kendra Lindahl, Landform Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net DATE: October 8, 2013 for the October 15, 2013 Parks and Trails Commission Meeting RE: Site Plan and Conditional Use Permit for Rockford School District Baseball Field at 20400 County Road 50 (PID 23- 119 -23 -34 -0001) (city file no. 13 -023) 60 -DAY REVIEW DEADLINE: Incomplete 1. Application Request Rockford School district has submitted an application for construction of a new baseball field on their property at 20400 County Road 50 (adjacent to County Road 10). 2. Context Zoning and Land Use The property is zoned P -1 (Public /Institutional) and is guided Parks /Open Space. Surrounding Properties The surrounding properties to the north, west and south are zoned Urban Reserve (UR) and guided Mixed Residential, Existing Residential and Low Density Residential. The property to the east is the city park and is zoned P -1 and guided Parks /Open Space and Public /Semi - Public. Natural Characteristics of the Site The 2030 Comprehensive Plan shows a number of wetlands scattered around the site. The south fork of Rush Creek runs through the site and, therefore, a portion of the site is in the shoreland overlay district. The applicant has indicated that no wetland impacts are proposed. Level of City Discretion in Decision - Making The City's discretion in approving or denying a site plan and conditional use permit request is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the request. Landform, SensiblyG, en and Site to Finish are registered service marks of Landform Professional Services, LLC. L A N d F 0 R M • From Xil -, to FIf7rh 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran Parks and Trails Commission FROM: Kendra Lindahl, Landform Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net DATE: October 8, 2013 for the October 15, 2013 Parks and Trails Commission Meeting RE: Site Plan and Conditional Use Permit for Rockford School District Baseball Field at 20400 County Road 50 (PID 23- 119 -23 -34 -0001) (city file no. 13 -023) 60 -DAY REVIEW DEADLINE: Incomplete 1. Application Request Rockford School district has submitted an application for construction of a new baseball field on their property at 20400 County Road 50 (adjacent to County Road 10). 2. Context Zoning and Land Use The property is zoned P -1 (Public /Institutional) and is guided Parks /Open Space. Surrounding Properties The surrounding properties to the north, west and south are zoned Urban Reserve (UR) and guided Mixed Residential, Existing Residential and Low Density Residential. The property to the east is the city park and is zoned P -1 and guided Parks /Open Space and Public /Semi - Public. Natural Characteristics of the Site The 2030 Comprehensive Plan shows a number of wetlands scattered around the site. The south fork of Rush Creek runs through the site and, therefore, a portion of the site is in the shoreland overlay district. The applicant has indicated that no wetland impacts are proposed. Level of City Discretion in Decision - Making The City's discretion in approving or denying a site plan and conditional use permit request is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the request. Landform, SensiblyG, en and Site to Finish are registered service marks of Landform Professional Services, LLC. • 3. Analysis of Request Parks and Trails • . • • The applicant is proposing construction of a varsity baseball field on property they own. This property is adjacent to the City of Corcoran park. This is one of the areas identified in the 2030 Comprehensive Plan as an Athletic Search Area. Athletic complex and open space search areas are shown on this plan to indicate potential site areas, not exact property locations. Athletic Search Areas are areas where the City will seek to create one athletic complex utilizing approximately 120 acres of land. The proposal includes the varsity baseball field an associated accessory uses like dugouts, bleachers, press box and concession stand. Staff has requested additional information regarding the timing of planned improvements. The development of a ballfield on this property is a Permitted Use in the P -I district. The Planning Commission and City Council will review the site plan at their November meetings. Additionally, a conditional use permit will be required for the proposed 70- and 80 -foot high light standards where 30 feet is allowed. The plans are currently incomplete but staff is working with the applicant to complete the detailed submitted and keep the project moving forward. Park dedication is not required for this project because the property is not being platted; however, the ballfield complex will be a significant recreational amenity in Corcoran. The Parks and Trails Commission has been aware of the proposed project for some time and staff felt it appropriate to share the draft plans with the Commission. The Commission may provide advisory comments. A few items that staff notes: 1. It appears that the 100 -foot setback from County Road 10 is not met with the current plans. The applicant will either need to shift the ballfield and parking back to meet setbacks or request a variance. 2. The school has indicated that no parking will be provided with the initial phase of construction. All guests and players will park on the south side of the property in the existing lot and walk along the path to ballfield. Staff has some concerns about players and /or spectators creating their own parking along County Road 10 if none is provided. This is a safety concern that we will work with police and public works to address. The Commission may wish to provide feedback on this issue. 3. Lighting and noise from the press box are issues that must be carefully balanced with surrounding landowner's rights. We are awaiting additional information from the applicant. The Commission may wish to provide feedback on this issue. Rockford Ballfield (13 -023) October 15, 2013 • 4. Action • • The applicant is requesting comments on this plan. Any comments given by the Parks Commission are advisory in nature and non - binding. Attachments a. Location Map b. 2030 Park & Trail Map c. Site Graphics Rockford Ballfield (13 -023) October 15, 2013 Hennepin County GIS - Printable Map Interactive Maps e4 :° Page 1 of 1 Property Map http: / /gis.co.hennepin.mn.usI Property /print/ default.aspx ?C = 456257.4899500003,4994041.... 10/8/2013 Parcel Map Scale: 1" = 800 ft. N 23- 119 -23 -34 -0001 A -T -B: Abstract ID: Print Date: 10/8/2013 Owner Market School Dist No 883 $0 Name: Total: Parcel 20400 Co Rd No 50 Tax $0.00 Address: Corcoran, MN 55340 Total: (Payable: 2013) Property Sale Vacant Land - Residential Type: Price: This map is a compilation of data from various sources and is furnished "AS IS" with no Home- Sale representation or warranty expressed or Stead: Non - Homestead Date: implied, including fitness of any particular purpose, merchantability, or the accuracy and completeness of the information shown. Parcel 59.95 acres Sale Area: 2,611,251 sq ft Code: COPYRIGHT © HENNEPIN COUNTY 2013 t&i —1 Green." http: / /gis.co.hennepin.mn.usI Property /print/ default.aspx ?C = 456257.4899500003,4994041.... 10/8/2013 I1 � 19 • '�� 111111111�� I r 1 o LA �" 1 cL `, p ly , 1 ! , 1 , 1 ' , 1 , � r' ,ham r 1 LU .. m T ••�.. „J .0SP , 1 1 1 1 1 � • � r - , •� �r- ,VIII,°°° ME •ii ` -- > Of SCHUTT 1 Tj ■ ■ ■•2 ROAD Lu J a it QSP g a IM L -. IEEE 0,9P L MEISTER R AD :I_v\II ,0000 1.� ■ 1�'I♦Illl ■�� p 11111 •ii ` -- > Of SCHUTT 1 Tj ■ ■ ■•2 ROAD Lu J a it QSP L ' ` -- > Of SCHUTT 1 C, ROAD Lu J a ` -. 0,9P L MEISTER R AD 7.1 lip women,_, _ LAR tN IG/'/.l�jS& mm.., Ml �Raw*arM01FaX.A ,SCOTT T_ . --- -,� , ,' LADE ,' � �' J , ! '..' , � f' , ,r 4 __ •,�, JUBERT e, � LAKE _ ��`'t•^'i, ^. D -- z .�, �' , \ J i , `, a \_, - -- �� •' ,, ! � ' .,, �__r I ■ r ICOOK & I �nL o•.•••�•••••♦ SP ........... 0 QLEASON -• • A C Parks & Trails Plan 2030 Comprehensive Plan N W 4O �I` E �s 3,000 1,500 0 " ":1 City Limit 2030 MUSA Open Water Wetlands Existing Parks and Trails Regional Trail Existing On Road Trail 0 Community Park 0 City Hall /Memorial Park 0 Existing Ball Fields /School Property Existing Park (Private /Lion's Park) ® Golf Course Proposed Parks and Trails Proposed County Bike Trail - - -- Proposed On Road Trail Off Road Trail 3,000 Feet Off Road Trail outside 2030 Development Area - - -- Horseback Trail Proposed County Road 50 ■■■■t Natural Gas Pipeline Easement Trail (Potential) City Square osP OSP /Nature Park • ASA - Athletic Search Area Neighborhood Park 0 Trailhead Search Area Greenway Corridor (Bonus Eligible Resource Corridor) *Proposed park and trails locations represent the general search areas for parks and trails. The City will work with developers and landowners to identify the exact location and size of parks and trail alignments as development or park acquisition is proposed. June 2, 1011 4 Bonestroo I:/ 504 / 50408144 /GIS /ComPlan /Maps /Final Maps /2030 parks and trails.mxd Revised 12/19/11 Please attach a brief description of your project /reason for your request. 441 ---P, SCR- &bVS, I SD 3 1 15 P -A t 1d J V4AFS !1 S4\5 i✓ RALL- Ft �-t "t,AD 1 !-lu "V'- 1 t-4r= l=?cr S T NX? S ©I= TAw- F l ECD Co 4vl Pt CX T� N� ETA r �&NF-eA1-L FII -1,7 FACIt -, rAL.'3 ?>L(S)CC- AIJ6013Ts gL_.ACt1E�,12S Tb ;t�R� I'1'I2oK, 32o F't Wz + tr�l" Rvr, SII T{ yzep,S� TiLAlr -S /R�E�L S� A13s �i� PQ1z- - Cbg y -.S1 1Io Z -�13Lt [orv�'SS 1Q►-�S 6- <- i L-i to HT 0a i Is Pc�1-r; . H I Calf Gam, �►� � � � � �- ��Y..E _ U010— 17,C—� VK TVAAL re-O"'A T�JF Sqz�� mpw -K (wtrH IfS GRAVE�L- P-PI Gl LW j. 'FVTvP.& AvSrD �--o7LESTV,-+J - A' --EN' tZkIST) Pk= ��Ibrr� -A +,&YD V (SO-ar --- ( P 41S tC-A — SO FER �c.�I tI +4I+�9iJ Wr O S T- d�_ �-ttr✓ 4 � � r✓ �. �� - c�+...x� 4s t� � b!z l� . ' R E Cz- E+rnc�u �t (c,c C C--I N 1 7r�--D! 1- b c�1 9I, W LAC l5 P-r umr---D 1b cbw; Ps_9Cr T-Ite- 1 117(�C SC30TR Off' ff f- ORZ Fi LLD 5 TtRre, Tire Pew I4cCU) LO (LL, 4r— t) { CL rm E- bC`ST�otS}(�r4ST I L-k r / �) IT Tsia / #( Z Z .Ze! �� $ LL mow\ � ! a lE�ff ° _ 7e !Q m ) !¥ ! !° g a ) K . / \ �§ § � $ 8 00 0; S Eat OH Q §$ wpm tee] m � 4 c §)� @2\ §�| § � ~ � ROCKFORD AREA SCHOOLS �a- ._ a- PN C 0! a! N O O Z At! L L Ir FZ IJ 11: Ir I 1 E3* IF= E 1= I I r 1 r M N 4- U t6i 60 C >1C O ROCKFORD AREA SCHOOLS ._ PN COUNTY ROADS 50 & 10 U a E p m N °-�Fmo 00 CORCORA N MINNESOTA v m w m _Co=q).. C 0 "- E t a-vvv QM m C - +. M U s Cp 0 m 0 � N v •- s m � m y -p moi =v�i�S Z ROCKFORD AR A SCHOOLS -C m amvM rn - O.a,_30 6051 Ash Street w � M ti ti b Rockford MN 55373 ti U ti r� O VICINITY MAP GENERAL NOTES DRAWING INDEX CONSULTANTS s �Ln 1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. CO.1 TITLE SHEET 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT. C0,2 REFERENCE PLAN Lon 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE CITY. CO.3 TOPOGRAPHIC SURVEY (SHEET 1 OF 2) CIVIL ENGINEERING / LANDSCAPE W W a 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL CO.4 TOPOGRAPHIC SURVEY (SHEET 2 OF 2) ARCHITECTURE: , U PROPOSED SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. V C1.1 REMOVALS PLAN `� N BASEBALL FIELD 5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. ANDERSON - JOHNSON ASSOCIATES, INC. O 4 6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED. C2.1 LAYOUT AND GEOMETRIC PLAN w CZ h CONTACT: Jay Pomeroy W Ln 7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. 7575 GOLDEN VALLEY ROAD SUITE 200 Q C3.1 FENCING AND FINISHING PLAN MINNEAPOLIS, MN 55427 N 8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. C3,2 FUTURE PARKING LOTS - LAYOUT AND FINISHING PLAN 763- 544 -7129 7 9. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OF SECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 �Hanaver # 00 00 SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP. C4.1 GRADING AND DRAINAGE PLAN &sue LL J 10. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS C4.2 GRADING AND DRAINAGE PLAN - FUTURE PARKING LOTS 4 1c�r AYE ,y ,:,_n ELECTRICAL: FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 11. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. C5.1 SITE UTILITY PLAN Z WUNDERLICH -MALEC ENGINEERING O r 12. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. C6.1 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) _ CONTACT: Jim O'Brien ii �k�utsrn,iieN ��` 13. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. U 01 Tr � �x�A4r.�,s c�� C7.1 LANDSCAPE AND IRRIGATION PLAN 5501 FELTL ROAD y rk 14. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. MINNETONKA, MN 55343 Cl) 952 - 933 -3222 O Q w 15. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 52.1 OR 52 SHALL BE UNDERSTOOD TO MEAN 952.1 OR 952. C8.1 SITE DETAILS H O O +ad s 16. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES INDICATE GUTTER GRADES, UNLESS NOTED OTHERWISE. C8.2 SITE DETAILS _ U) Maple Grave C8.3 SITE DETAILS Z V W U) M naPp n' p 17. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING Z O M arx�; C8.4 DUGOUT PLANS, SECTIONS AND DETAILS O a, TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. COST OF IMPORTING FILL OR EXPORTING EXCESS OR WASTE ♦ 1 Q O L `n R ckfr,.a . MATERIALS WILL BE INCIDENTAL TO THE CONTRACT. V L V to Z 'C1 ,i�accaP�ykTrl - f r c�tag�aae,a B1 BLEACHER and PRESS BOX PLAN, f SECTIONS AND DETAILS `� b N Fiaa� 4k�1f.� r as+ � �� S w�. 18. NO FINISHED SLOPES SHALL EXCEED X HORIZONTAL TO V VERTICAL (3:1), UNLESS OTHERWISE NOTED. Q Z Q Q J Lu r O _ 19. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED, RECEIVE AGLIME, OR SYNTHETIC TURF, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE E1 SITE PLAN - ELECTRICAL W a SEEDED OR SODDED, AS NOTED. O O �r E2 SCHEDULES O Akan re',ecm -. - 06aighron m ILL V O r„d k�sm 20. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SEED OR RE -SOD ALL E3 DETAILS J Y w Y _ f �assL. APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. J O 0 O 21. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C -361, UNLESS OTHERWISE NOTED. Scn'" W 23. FLEXIBLE JOINTS AT CATCH BASIN AND MANHOLE CONNECTIONS: a. IN ACCORDANCE WITH MINNESOTA RULES 4715.0700 AND 4715.0750, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL CATCH BASINS AND W r� Rccknx - MANHOLES. �{� I }4x kfordRd b. ACCEPTABLE MANUFACTURERS / PRODUCTS: Q i. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE- DIAMETER WATERSTOPS" m aGm�,,, ii. PRESS -SEAL, WATERSTOP GROUTING RINGS" �InAepenAerbce i��jl ifiOU�. F��H Medina iii. OR APPROVED EQUAL. 23. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION. z � 24. CONTRACTOR SHALL STAKE LIMITS OF FIELD, WALKS AND CURBING PRIOR TO INSTALLATION OF CATCH BASINS AND MANHOLES. MANHOLE LOCATIONS SHALL BE �F Ave N "r4 +"•�• " '�•.. ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE r � veer Orono ir�n'k ��a z CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. N ■ O PRELIMINARY DRAFT AGENCY REVIEW s N N 3 O Q W N8931 59 "W 335.01 5b /• `PP ff \ f .• 14f V W/ 4 SAF6eEED ■ FE1 WE FE fXAN fff 1f MIE cc N N b h 0 g rg&� BLEA ER & PRESS X C? PP P V d/ aP� ea C os ntte P I ( -50 ST LL FVE�V i� Ea IRRIGATIO , ` POR A- WELL ' POT IES FUTURE °s BLEACHER SEATING BATTE ' EYE SCR BUL PEN 2) IIE�D g6® U6SVH VARSITY BASEBALL r FIELD O R i FLAGPOLE i� 1 �• I SCOREBOP FIELD LIGHTING DUGOUT PEN (2) SEATING a BATTI BATTINPv 1 STOR CAGE (2) A. \ OXAVEL JET OP � OS REFERENCE KEY TO SITE DETAILS P� o P /QJ f001' X /EA FOOT 0 O aP SHEET NUMBER (BOTTOM) OP• IDA FOOT X 11.1 FOOF E EI MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES ylo u O 0 Z ea FOOT X 126 FOOT . -- a -0 FOOT CHM rIA'. -c 0 -c °10 15 LIM FENCE 12{ F00T X 10.1 FOOT FORT CE IMO FENCE EBE \4 CONCRETE WALK 5 C8.2 c ag CC'' DEED P� P � 0 -v •— t IV 0 1 '^ e F0011' CNNI rn 30 LM FENCE JEv PF 0 2 0 09 REFERENCE KEY TO SITE DETAILS P� o •E` 0 O C >. SHEET NUMBER (BOTTOM) c c w aPl• eITUNINOU Jtv aaF 4S OP• as aal• IN 4fT (y 'r0 MEM iF110E p 4•�N OO o W ss U OR� 4 FT IAIOIIOC Alan FENCE o P FENCE ff � Oa' Q A® VANE FUTURE PARKING LOTS— SEE ALTERNATES NEW BASEBALL FIELD LEGEND 1 REFERENCE KEY TO SITE DETAILS M •E` ea p C >. SHEET NUMBER (BOTTOM) OP• N MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES ylo ti'v 0rN O 0 Z JIM -0 FOOT CHM CL -c 0 -c °10 15 LIM FENCE } 3 h FORT CE IMO FENCE EBE \4 CONCRETE WALK 5 C8.2 c g 9 CC'' DEED L/NE P � 0 FUTURE PARKING LOTS— SEE ALTERNATES NEW BASEBALL FIELD LEGEND 1 REFERENCE KEY TO SITE DETAILS M •E` DETAIL I.D. NUMBER (TOP) p C >. SHEET NUMBER (BOTTOM) vEv�m N MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES ylo ti'v 0rN O 0 Z JIM 16 LIGHT DUTY PAVEMENT C8.1 CL -c 0 -c °10 15 0 } 3 h FORT CE IMO FENCE '49 as a CONCRETE WALK 5 C8.2 1`�v�ov 13C ID 0.0 o 0 DEED L/NE U� • -v •— t IV 000 00 1 '^ r 0 0-0-0� rn 30 JEv PF 0 2 0 (n W C� "'Y M 'm UQZ r^ O CZ • Q Z w • = Lu p � PP 0 a Ln Y LL 9s O o o P� 0 JEV P• 0 No FOOT CNMI M FENCE n c FOOT 0415 ININ FEICE DEED LINNE EV, 0 FOOT X 03 FOOT SHED OP O ois FOOT C"m IM( FENCE * a' o FYI /4 FOOT 014M EDGE Q MOW OXA45 Q FENCE S�1 �--6 f00TFpF1 Y• LINE Foot CHAN HMC FENCE U MIN V8 F„ FUTURE PARKING LOTS— SEE ALTERNATES NEW BASEBALL FIELD LEGEND 1 REFERENCE KEY TO SITE DETAILS M C8.1 DETAIL I.D. NUMBER (TOP) p C >. SHEET NUMBER (BOTTOM) vEv�m N MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES 4 ti'v 0rN O 0 Z JIM 16 LIGHT DUTY PAVEMENT C8.1 CL -c 0 -c °10 15 0 } 3 h AGLIME AREA C8.1 a CONCRETE WALK 5 C8.2 1`�v�ov ® ID 0.0 o 0 EXISTING SOFTBALL FIELDS (3) 0 PRELIMINARY DRAFT AGENCY REVIEW W U 7 W Z r W Q U) Wa LL W w U M M M N p C >. ti vEv�m N am E42 0 o0 ti'v 0rN O 0 Z mN CL -c 0 -c °10 �o 0 } 3 h Ec to) a o o U Q:: EXISTING SOFTBALL FIELDS (3) 0 PRELIMINARY DRAFT AGENCY REVIEW W U 7 W Z r W Q U) Wa LL W w U p m 2 M � h C >. N vEv�m am E42 0 o0 ti'v 0rN � CL -c 0 -c °10 0 Ec to) iy 1`�v�ov Qin ID 0.0 o 0 M N p G1 U� • -v •— t IV 000 00 1 '^ r 0 0-0-0� rn 30 Z I-, oN � h O W � M F- 0 2 N Ii U� • Q 000 00 1 '^ O O O N 2 0 (n W C� "'Y M 'm UQZ r^ O CZ • Q Z w � = Lu p Q a Ln Y LL LL O o o o � J00 No A M n W Z O F- 0 N Ii J Q 000 00 '^ O O v/ Z O`)z_ 2 0 (n W F cn o M 'm UQZ O °.'U) (� CZ Q Z = Lu p Q a Ln Y LL LL O o o o � J00 No W to Q m N ■ O N 0 U Q M M N v 0 r a N N 3 i n a N 0 N N N i N O Z 947.7 48.0 \ 947.5 947.9 /t9 \ 47.4 g P 5.9 ti 94 8& �� \\ 31 DESCRIPTION OF PROPERTY SURVEYED (Per Warranty Deed Doc. No. 4131070) That part of the East Half of the Southwest Quarter of Section 23, Township 119, Range 23, West of the 5th Principal Meridian, which lies South of the centerline of Hennepin County Road Number 10, subject to HenNepin County Road Number 50, excepting therefrom the South Half of the West Half of the West Half of the Southeast Quarter of the Southwest Quarter of siad Section 23, Township 119, Range 23. Property is located in Hennepin County, Minnesota. This survey was prepared without the benefit of current title work. Easements, appurtenances, and GUARD RAIL s y00 encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon • �jsa7•a \ GUARD RAIL receipt of a current title insurance commitment or attorneys title opinion. WET 14725 \ 947.8 Q \\ \ y 942.8 , 947.5 cQo 3 GENERAL NOTES ZI / 4 . 941. - ' \ \ g\ V \ I.) Survey coordinate basis: Hennepin County coordinates. \ \ 940. 4 947.9 47.4 \ X 9 2.7 x943.3 943.2 9475 \ 2.) Wetland(s) shown hereon is (are) per field location of stakes as set by Pinnacle Engineering I GUARD RAIL 6 76 `� W \ 47.2 \ Proposal No. P013189.000, May 31, 2013. WET 944.01 947. \ 4 As 48.2 947.3 UTILITY NOTES I \ \ G \ \ \ G \ 941.0 1 I 943. 947. x 943.1 \943.6 fl 1N�T I _73 9 947. \ 9Z x 943.6 \\ \ G47. G47.4 s46.o ;' I.) Utility information from plans and markings was combined with observed evidence of utilities to \\ 8943.9 \� \ develop a view of the underground utilities shown hereon. However, lacking excavation, the \ 941.3 \ \ \\ ® \ 948.4 exact location of underground features cannot be accurately, completely and reliably depicted. \ 943.5 \\ 40� \ x942 47.7 479 G4�° ` Where additional or more detailed information is required, excavation may be necessary. \ GUARD ��, oy� x943.3 \ \941.2 \ \ \RAILx9 2 \ °y 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to �� ,� 846.5 c construction or design. x\943.2 0. C x BOG 44.5 x 943.5 ( 943.6 \\ �y \ \ 44.0 - \ 0 • /' 946. \ \ i(942.0 W' -72 945.8 \ PP �4\ 42.8 \ WETI_7 3.) Some underground utility locations are shown as marked onsite by those utility companies whose locators responded to our Gopher State One Call, ticket number 131362235. x 943.7 �( 943.4 x 941.1 4�4 \\ g' ^\ /948.5WET I 77 ° �4�9\ \ 4� >\ ' x943.4 \ \ 45.8\X/ ' 4.) Contact GOPHER STATE ONE CALL at 651- 454 -0002 (800- 252 -1166) for precise onsite WE�IT70 \ \ �`� I x1942.9 X4.1 949.3 , location of utilities prior to any excavation. A- 940.6 1941. 44. 4S� \ I I I 945. X943.3 �44,. 0 4S ` • • - \ 941.5 i x 943.9 "42.1 1 949.7 x 943.5 \ \ Q 940.91 94fQ\ \\ I x 943.6 G� `\ x 944.3 \ \ 943.9 \ \V� \ � 9411 944.0 943.7 A \ \ \ / \\ x 944. 4 s� X 944.1 \ x 943.8 s4s.\ 91 .4 \\ O '- x 943.6 x 43.8 45.0 �. / 944.\ \ 941.8 �4 .0 / \ 950.5 ' �` X x FT BARBED �� '9 S �, �' , , BENCH MARKS 1 i 94415 WIRE FENCE (NAVD 88 DATUM) / x 944.1 �43• \ \ I x 944.9 x 945.4 \ O x9440 I ( 1 \ '� 1.) Top of aluminum alloy rod 1.25 miles west along County Road 50 from junction of x944.5 \ 951.5�`r County Road 50 and County Road 10 in Corcoran, y xga\.6 \ A, \ -A `9�6, 25.0 feet northeast of Count Road 9aa.4 x 43 g4�1 944.2 LL x9447 946. s \ 50, 300 feet southeast of Eagle Ridge Road, 1.0 foot southwest of witness post. I � 941.7 1 � p44.8 x 945.0 \ 952.0 944.6 x944.3 WETI_78 1 \ \- x 946. I 8.6 \95L2 ` Elevation = 970.07 feet \ I \ x 945.0 x 843.8 \ \ \ 9 1.943.1 x945.2 \ \ \ 952.5 2.) Top aluminum alloy rod in Corcoran 0.8 miles south on County Road 19 (Bechtold � -gg, x 945.0 1 \ 944.8 I I \ T \ 49.3 Road) from junction of County Road 19 and County Road 10, then 500 feet east on 943.8 1 941.4 x 9 6.8 948 \ I x943.9 I 1 I \ 953. oy�_oy Strehler Road, 27 feet south of Strehler Road, 1.0 foot north of witness post 1 945.1 3 FT B RBED ° p x 945 3 x 944.7 \ g]}0•�\ WIRE FE NCE \ \ x945.5 x \ I 54.3 Elevation = 1016.60 feet 1 I I 945.4 5.5 953 7 945.3 OGE ( x 947.4 I 941.4 \gTER \ I x 95175 x 9 � 9. I -X946.2 x 945. \� 953.3 944.3 / \ 954.0 x 945.7 x 945.1 I x 944 5 WET 8 `945.7 _\ �P (\ I I .948.3/ \\\ 941.1 x 942.5 C V \ / \ 954.6 ` \ 1 953. \ / T 946.0 ' 941.8 943. x 945.6 \ x 946.6 950. x 944. 246.6 /II x 944.4 \ I / -\ x 946.6/ I x 950. ti/ /954.8 y \ x 945.8 x 945.5 / x 944.9 941. x 94 P.7 )45.9 x 955.7 O 946.2 - 1 x ( \ 947.4 x 947.1- / S 955.,3 -°y� / x 945.2 \ \ x 947 x 955.9 x 954. 941.8 I 9�i2. ~ 9 x 9 9.6 ~ I �` 95 .9 956.2 955. x 946.4 x 94 .8 \ 945.1 \ 941.4 �` \ 4�„ - / / �j51.7 1 \ I +� / 953. I \ / �- 1 \ 1 x 945.9 WE�I_67 \ \ 946.9 / ' ..9 / ,r I ' 956.4 x 956.8 \ 956.2 11 72 9571\ \ 955.5 \ \ \ \ x 945.5 \ x 946.2 \ WT I _79 \ 1 1 x 94 6 I 948.5 x 956.2 \ 941.9 x 946.6 x 946.7 \ 943.7` 941. 943'0 .0 \ ) / 49.8 /.. ' 951.3 \ I I I WET-59 x 956. : \ \ 956.3 \ / \\ S \ \ x 944.8 \ x 9478 \ \ \ \ \ \ \ / 95 9 956 9 \ / 947.7 ,I x 944.3 OG \ \ 949.2 - / x949.1 951. � x 95 .4 I I x 956.4 \ : 956.8 x 945. x WETI 66 - \ � \ 9 4.6 \ \ � � / / � x 9�'�/.5 ` \ 956.2 1k \ I I `�� x k 955.7 ; \ O \ \ i' 194 950.4 \ \ I \ x 947.2 \ Q \ 1 , x 56A, x \ \ x 947.3 /\ 1 I x 944.6 \ I I I �/9W5 1 -\ x 956.1 \ \ 956.9 0 1. 4 /948.3 1 941.1 944.0 x 949.6 ET I �2 95 5 x \ 953.5 \ \ \ 957.1 \ �c / I 941.8 � x 946. \ I % ( � \ x 955.6 x 957.1 956.6 � / 1 x 945.6 x 45.1 94�4�3 \ x 944. 949.3 / \ \ �y I pPU II 1 \ \ I \ \ X 95 J ✓' x .6 \2957.0 x 95� x 51.4 k - \ 1 954.3 ,x 956.0 \ x 947.9 \ \ \L - 941. x 943.6 Q x 948.2 1 \ \ \ \ 941.8 \ / x 94 .4 \ 4, / \ 95 x \ \9565-\ F11 \ V \ I \ \ / \ �� \957.6 948.8 \ \ I x 950.1 \ Z � \ \ x94 6 \ \ x 945 4 I I k co 4l 954.1 x 955.3 \ 999 0 x 948.9 / 947.8 \ x 945.7 \ � � \ \ � x 955.5 956.4\ �, S X 950.8 x 955.8 \ / x \ 941.8 x 9/415.5 / \ x 947. �, x 95� x 949.1 1 \ \ %546.2 x 945.9 941.9 I Ix 947.2 \ \ / 950.6 \ 95 ..4x50.9 \ I x 95�, C \ \ � •� x 954. 943 I \ "� \ \ \ 957. 949.8 x \ / \ I � 949.0 \ \ \ x 51.0 ` I 941. x 94 .5 \ I \ x 952. \ \ \�� ° _ \ \ `\ x 945.8 I 4�• x 945.8 / x 950 944. / C I 948.3 X49. I �\ x 953.4\ 953 9 955.56.3 957.0 S (� \ - I \9 - \ \ x 954.3 956. ,1 941.8 I \947.4 x 954.6 / x 950.3 � 949.0 x 946.3 � x 949.4 I \ \ �.951� \ \ \ \ / 1 \ 948.8 WET 60 \ 950.8 / I x 946 7 \ I \ x 954.9 / x 953.6 \ \ _ 951.0 x 94 9 941.9 \ x 947.4 x 949.8 \ \ \ ET I _80 I / ( 1x 944.9 I \ 946 � 948. x 951.1 \ / Q x 4.6 a \ x 951.2 \ I �4� � 94 4.2 , 941 ss.o \ 94 \ X950.3 \ x 47.2 .� / \ \ \ WET 14 65 v `45.9 \ \ L \ x 951.9 \ �x 952.9 x 953.5 9SS> /� O X56 \ / / \ f \ E \ x 953.2 \ \ �� \\ x 945.0 � � ( N1�T I _63 \ \ \ \ �( � \ G �' \ x 951.4 \ 953.5 952.9 \ � x � � x 9553:6 952.3 \ \ \\ x 945.4 x 944.2 \ 941.8 \ \ ✓ � 946.5 k \ C v \, x 952.6 x \ / x� 181 \ 941. \\ 945.3 \ \ 94 7 x 952.3 1 \ 1 I I \\ \ \ i � ' ; � \ � � \ ■ 953. �\ I I WET I _64 946.3 \ 949.0 943\ 941.5 \ \ x 947. I x 952.6 \ \ I\ I I I \ x 945.3 x 950.4\ x 952:9 \ 9 .3 956.3 \ x 952.5 I x 944.3 x 944.9 \ \ \ y \ \ \ x 951.6 \ x 952.4 \ \ O \ / / 953.4 I x 944.4 \ 945.1 x 945.4 E k x 951.3 \ 95 Ix 947 \ (R \ X 950 9\ \ \ \ \ Z x 953.3 \ I \ \ 947.4 \ x 8 J 1 I x 9 3 \ 941.9 WET-58 \ 951.8 \ I I \ 6 x 945.6 945.4 � \ \ x 944 I � • \ x953.5 955.3 I� I \ x 946.0 44.4 \ \ x 5.0 %- � x 945.9 \ x 8 \ \ � x 952.5 x 953.3 I I \ \ �\ x 952.7 \ \ \ W O . 1 ],\6 x 946.3 x 948 \ \ x 952.6 941 43. 4,9 \ \ 4 \ I \ \ x 951,8 \ 956.0 956. \ / \ x9 /9 / 953. 'I / \ / \ , x 949.2 x 950.4 x 953. I \ o x 954.0 � 945.4 \ 941.8 x 944.7 / X3.6 \ �/ � / I x 51. \ x g \7.3 44.9 x 945.5 x 944.4\\ \ x 94 .9 44.8 y\ 79 47.9 x 951.2 // \ \ \1 Q / / x953.6 °S �46. I � \ \ / 46.8 x 947.3 / 955.2 --- 3.6 x 953. 1 x 953.8 \ x 953.4 k \ \ 4 � x 943.3 x/946.0 � / / � x 953.4 x 953.6 / � 0 \ \ 941.8 x 944.0 p F \ x 954. \ 952.7' x I \ x 94 4 x 9�7. �\ � / 955.8 x 74.1 / x 951.7 I9 I.¢ ®948. x 93 \ \ \ k ( x 95 x 951.2 x 952.5 / \ \ P x 953.2 1 I I 11\ 951.8 x 944.6 / / / x 951.4 / / �� E \ 955.8 I 9 1.8 I x 949.2 x 951.6 / �J P � 53.9 � 2.9 / I / \ I \ x 944 945.0 x 945.5 / \ x 946.5 / \ / x 943 I f x 947.5 / v \ �� / x 954.7 C' x 954.8 x 95 I 955.1 941.7 Ix 944.9 / \ \ \ / 952.7 x 5 I g 5. I / I k BARBED WIRE s4s.s� x x47'1 / / �,�C � x 994.9 x 953.9 1 / I x 946 942.0 I WET_5 9j� I / / x 955.4 / I I FENCE I 952.2 I I 952.:'. \ 94� 955. \ I / / I l / x 951.8 - I x »53.9 \ ' x 952.4 (5 52.0 / / x3' t �t 952.0 \ '' 955.7 � \ - �WET 81 I I � \ I \ _� x 90.8 / / � -� / x 945 / 951.8 x 941.5 II 46 x 947.5 x 9 / \ / x 9�Q6.3 x 95 951,1 \ \ �o / . (� ' I j 944.3 / / / \ x 956.4 x 957.4\ \ ,'i \ O i- / x 944.2 94 .8 I / I x53.2 � ' x 946.2 / \ / 51'0- x 9 V4 \ I EDGE OF / / / / / \ / / / x 957.5 \ 952.9 ,j ) 950.\ ' / / 45.0 WATER I � 5 / x 953.6/ \ 1 / \ 950.,1" J x 947.8 / / / / x 954.5 3.0 x 54.9 / / \ \ / I / / \ _ 955.4 \ // 47.9 x 0 / x 952.1 x 9 2.7 cp 949.0 Y,yj" 955.7 �X 950. I / x 5.1 944.5 I 9 7 \ \ x 57.3/ r x 952. 5 \ y� % / s / / / / �` 59.2 / I / 949.x6 \ \\ \ 9 .1 ' _ / 941.7 944.1 x 945.4 x 951.2 / x x q5�.3 x 949.5 / 941. J'� 4.7 x 945.6 x 9 5.3 I / / \ / 1 x 957. I ' x 948.4 /x 945.9 k 946/3 / / / / / 0 x \ / x 958.5 I /x 953.6 x 94 \ • / \ / 948.8 : / / x 9 4.4 E11i111_56 & 948.1 / / / 954.3 955.0 1 \ I / \ x 947.2 / \ � x 950.2 555 \ / I ' \ \ � 955.6 \ , l I / x 953.2 x g54y x 955. \I / I / x 948.4 x 948. t \ FOL x 9,0 8 / / x 44. x s •� k I I / / x 95 7 \ \ \ k 959.0 952.8 49.2 FOL \ // / / x 96.4 I / 6.1 I / \ \ \ / / \ 955.5 x 948.7 I 9 5 � / / x 944.5 ` I J47.7 R 946.4x4 .4x 945.9 x 944. 3.1 \ 41.6 •957.3 �- 948.3 _ .4 2.8 x 944.8 x�g / x9 x 946.4 �/ 946.8 I / / x 944.3 I I I I x I x x 954.$ / / 9 \ 9 3 ,' \ \ ` / x 946.6 x 945.6 / /* /� x 944.4 I " 946.1 960.7 I x / 954.5 x 5.2 / \ \ I x 3 / / . 947 9 I \ \ 955.9 0 / I / 945. 941.5 / ( I 953.7 < x 954.2 \ x 956.6 / \ C / x 944.9 k I I \ I � / x 953.3 _ 952x0 947.9 \ e 956.3 °y x g R2' x 944.8 xi444.4 945. \ x 952. / / / I I / c? / x 944 942.5 �� x n T ti �x�42.9 / 42.8 / x46.9\ \ \ \ x 953.2 / / ' \ \ \ x 954.5 954.5 / / x 94(9.3 4 FTI WROUGTo. \ \ss.s 945 ° 942.6 --+-9s44.3 / \ \ x / IRON FENCE / 945.8 x 944.9 x / 942.5 2. 42.6 94 .6 x 945. I \ \ / \ / f F / I I \ / x 945.5 WET 944. o, 942. x 0 8 \ \ -6�j \ x 953 8. _ / 952.3144 \ I x 948.2 \ \ \3 O X 945.6x sJ� 42.1 �y943.2 -\ 949.5 \ \ -� \ J WET 43 947.6 9 Z. 940. 941. 42. x / 49 7 T 142 I Q \ \ 956.2 / / x 953.2 \ S x42.9 42.2 '\ \ 1 \ \ \ 952.9 x 952.7 \ \ 145 - L 1. / 2 942.5 \ I I \ \ \ x 951.2 \ �'g9 950.5 \ x 945.9 �4941� '�\ \ x 950.6 \ 2 47.9 947.8 A ` I 956.7 \ 4�x \ 4 946.6 \ \ x \ �§z� -- x52.0 WET_141 ' V x \\ x 944.5 5.0 x 9 •7 x 945 940.8 �- X 944.3 9\ \942.5 \ \ \ \ \ \ `51.1 \952.5 ' 42. 945. EDGE x 948.2 I 956.2 x 943. 944.4 I 1 9 l� �x 95.1 � \4L41. WATE � "T �a+ / J \ \ \ x 945.5 945.5 \ 949.9 �1 / I 9 I \ �' \ CH LINE 943..,x 942.0 ��0 2. 94.1 x 946`5 x 947.7 \- \ W 1 x 948.1 \ x 951.8 _ _ �4 942.2 I 945.6 947.9 �L - - - - 45.0 - f- 950.4 27 c�4� �947.i MATCH LINE 945.6 ,C \ x 949.5 - / \ a WET 14 �\ x 45.2 / x 46.6 \ \ WET_54 I \ x 949.3 x 948.2 949.0 x 949.6 _ x 943.7 944.6 x 944.9 94%; jx 942.0 / / x 9 " 3 \ �o 9460 \ \ \ \ \ \ \ / X948.0 \' �` 949..2 / / 44.2 � WET418 8 f E ( T, \ 944.3 lv�� 9�4 .4 / (\ \ g s \ l 945.2 946.1/ \ x 946.3 \ \ \ F \ x 948.6 } T_47 947.5 a 948. 949. \ / \ a \ 44.0 944.3 r ., %� �- x 948.3 / \ Q48.1 / �+ I / /942.0 G� � 943.1 � x 944.3 �� / 944.7x r � X 946:9 \ \ � � P � \ 94•>i�.4 946.6 \ -/ 947.5 44. x 944.2 x 9 A \ x 945.3 x 947.1 \ 1/ WET 133 94 . x x 3.8 x 944.8 / lq / X / 4\ 945. \ x 947.7 / I \ 1 9� x 947.7 Lt.5 943.2 2 2.2.9 WET53 x \ x 947.4 943 � x 944.6 .0 6.3 - - 947 -0_G x 947.1 _8� t� 1- �yyET 138 \ - 949.9 ��1 944.4 T 9 .,e � . _ _ �. \ _ � x 947.4 � 947.41 rn I k 94R/ l Jri � � A47 � \ \ LEGEND CBX Denotes communication box CWB Denotes concrete wall bottom FOL Denotes fiber optic line G Denotes gutter GP Denotes guard post GW Denotes guy wire GYP Denotes guy pole HCS Denotes handicap sign HH Denotes hand hole OHC Denotes overhead communication line OHE Denotes overhead electric line PEP Denotes polyethylene pipe PKS Denotes parking sign PP Denotes power pole PPLP Denotes power and light pole PPU Denotes power pole with utilities TCS Denotes traffic control sign UGC Denotes underground communication line W Denotes edge of water WAF Denotes water fountain WET Denotes wetland stake COT Denotes Cottonwood tree MPL Denotes Maple tree WIL Denotes Willow tree N I hereby certify that this sketch, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this I I th day of June, 2012 SUNDE,ILAND SURVEYING, LLC. By: - - -- - Arlee J. C Iso P.L.S. Minn. Lic. No. 44900 Date Drawing Title: PART /AL BOUNDARY, LOCATION AND TOPOGRAPH IC SURVEYFOR.- /NDEPENDENTSCHOOL D/STR /CT 883 CORCORAN COMMUN/TYPARK S9001 V i • DE East Bloomington Freeway (350) • Suite Bloomington, Minnesota 55420 -3435 952 -881 -2455 (Fax: 952 - 888 -9526) LAND SURVEYING www.sunde.com D Project: 2012 -247 -A Bk/Pg:964 /l8 Date: Township: ll9 Range.-2J 23 Section: 23 6/l 1/20/3 File: 20 1224 7A 00/. D WG Sheet: I Of 2 U M M M N 0 N s 3 N 0 i N N_ O N Z Z J N 0) \ 0 Q) r,� r vJ / x 953.9 / I � x 94#.6 1 I � 94 / x 952.4 ( I / 552.T0 I WEI_81 I I / 951.8 x 5.4 I I x53.2 / I ' x 946.2 / \ ij, I 50.,✓ I / x ggr�4 � � 45.0 / 9 942.0 I l 941.5 j 944.3 x 944.2 EDGE OF WATER / ck 950 /J47.9 8 / x ,p �✓ I / x 5.1 944.51 / 941.7 x 949.5 / 941. x 945.6 x x 95y3 J9 4.7 945.9 / / 948.8 / x 9 . 4 I x 947.2 4 / x 944.5 x 948.7 I / 946.4x4 4,�/ / 41.6 -945.9 9 x 844.8 28 / x 9 4.7 946.8. I / x 946.4 / x 944.3 / x 946.6 x 945.6 / / 942. �- gay I / 945. 941.5 22 /944.9 X X/ 1 / / o X x 944.8 x x 944 � 942.5 /) /4.4 � - / x 945. 942.6 //4 .gA4.3 / 842.8 945.8 x 944.9 I 2. 42.6 \\ 94 6 X 945.5 942.5 \ / WETI_82 944.1 � 942.1 x . 42� - 3.2 940. x 941.5 / �� \ 42. 41. � / •2 �, 942.5 / X9 \ x9 '7 x 945 x-944 3\ x 9 \942.5 x 944.5 / 5.0 940.8 943. �/ 944.4 1 \ 943. x y I 9 CH LINE C 942.0 �� 2. 9 45.0 I x 45.2 / x 7.6 \ \ 944.6 J / x \ x 943.7 / x 944.9 943.x 942.0 94 3 // 944.942.0 G�� 943.1 / / x 944.3 / 944.7" x 944.2" x g / / / / �,,, 8 x 944.8 �J / � X x 943.2 '� 2 ^ JJT.V FENCE /X g52.2 / x 955.4 \ \ x951.8- I 955. / x3' I * 952.0 x 953.9 952. 955.7 ` x 945 8 / x \6.3 X 947. x 95� 95 .1 o 946.6 x g¢8,g 94 .8 � x 95� x 957.4\ / �'�',��\ x 957.5 \ I 952.9 )= 950.8 / x 953.6 \ / / � 1 ', / / k R FJ ��5 x 947.8 / / / x 954\ \119,5,3.0 / 1j \ I \ 955.4 / /x 952.1 / / x 92.7 / x 54.9 \ / I 949.0 � \ I / / x 97 / 952. 955.7 \ \ J x 57.3 /S� /944.1 x 945.4 / 951.2 � 59.2 949 \ 9 .1 ' '/ x 957. x 948.4 946/3 / 58.5 / x iii111 G�948. I x 953. WE 56 x 954.3 ( 955.6 x 950.2 / / / 955.0 � / x 955.5 / ' / x 948.1 \ \ 951.0 \ , x 953.2 x g54-, x 95S 7 \I FOL �/ x 948.4 / \ x951 49.2 \ \ X 944.5 / I / \ \ / x 9'6.4 I / / I \56. I X 944. I I I \ g / 5x \ 955.5 \ \ x 47.7 I 953.1 / \ x� 957.3 \ �, 948.3 I \ X 960.7 I / x 954.5 / \ x 9541 ' n / \ 955.9 0 x hi3� /\ \ � y_ 1 I x 5.2 / / 9479 \ \�,` F x 944.4 -946.1 I \ x 953.7 \954.2 \ \ x 956.6 - 952,0 / ( 947.9 \ B 956.3 °y 945. 1 \ / x.3� x 952.E �, - x946.9 \ I \ I II \ \x 953.2 ^� \ \ \ x 4 FTI WROUGT �0. \ \ 55.9 \ \ x 954.5 / x 94(9.3 I \ ss4.�/ J IRON FENCE x 945. I \ � � � � _ 945.6 I \ \ i�J \ \ 953:8 . /9 2 44 I x 948.2 ` \ O 9 9.5 \ \ �9✓ \ \ / J WET 43 14 9 2. G 9 \ _x953.2 \ / \ x 952.9 x 952.7 \ 49 7 �� 1T4142 I fQ- \ S' 956.2 9 \ x 951.2 \9 w 950. 14 946.6 x 950.6 x \ \� 2.$/ 42 ES- 9$- WET 8141 �� 1 956X7\x 951.1 J_ � 52.0 w 945. x 948.2 v I 956 I � \ x 952.5.. / 42. EDGE 95.1 `% ( \ _ �F x 945.5 945.5 \ \ 949.9 / X141. I WA 2.2 94 . I - - 1 - x 946. � x 94\ �_ W I 945.6 �47 9 - x 948. I - - - - - -\ - x 951.8 - 945 \ x 949.5 950.4 \ 42.7 r,943. WET 14� WET-54 x 949.3/ x 948.2 949 x 949.6 \947.T I MATCH LINE \0` 50.2 \ _ WETgag \ co %` 9-46 -Q -' -----948.0 �_ ET- / / 944.2 v I N l 945.2 / x 946.3 \ \ \ F \ E x 948.6_47 947.5 a 948.1 949. ` 46 1 x 948.3 / v \ 44.0 944.3 �` 48. I \ x 945.3 x 947.1 ` P \ 94'6.4 946.6 / 44. V M 945.8 \ x 947.7 \ WET-411647.5 Zx x 947.7 �W x 947.4 V3#T3 \ WET_ 5� 3 � C _ 943 x 944.6 •0 7-0_ /yy ET 138 942.2 944.4 9 2• 2 9 \ \ -\ '" 94 =947.1 x 947.4 WET_48 � 947.4 m 94 I � l- * �47� 948.5 x 943.6 / / \ - \ \ x 947.8 a I WET 9132 \ 947.4 946.4^ \ T , >. 947.5 rn a 944. 948 4 FT WROUGT 942.6 �_, - WET- 48.8 944. WE 137 943.6x / X `� \ A�\ 42.6 �/ET_52 47 0 IRON FENCE x 943.1 / 942.2 / -\ - 45.2 948.1 943.8 / / � kl \\ - x� \ \ 2 \ 946 - ln, /I )/ 948. \ x 944.0 943 9 Of� _ WET 13 x 945.4 946 5 WET_49 �x 946 9 x 9�� txi9 I 9 .7 946.7 9 WET-51 x 6 943 / x 45.1 \ TI-11 WETI_12 \ x 43.2 946. 944.3 ,,,,�� EDGE OF \ 46.5 946•g / �g4 WET I_83 \ WATER WET-50 / )) ` \ 94 0 946.8 x 945.8 945.8 9 2 945.0 44.6 948.9 x 943.1 /� 9422.9x 941.9 / B�E-B -WIRE I \\ `_fl 43.2 43.2 \ 9 f5-8 46 \ �� (( M( T_I/ SOUTH LINE OF THE Q / x 944.7 FENCE \ \ 945.1\ 430 �� 1 \ �^ 94 946.1 \ 942.8 p / � 942.9 �+ 942.6 x 944. x 945.7 426 m x 946.8 / x 947.4 /G f �/ / � \ W -1 947.5 X94# 1 I 9\46 1 943.' C 942.1 45.1 NEl /4 OF THE SWl /4, / x 944.1 X \ \ � 943. \ � 942. 94'5 x 947. GJ� / / / / � � \ \ SEC. 23 �%�� / x 944.7 x 944.2 \ 946.4 945. \ 9 \ �� \ Q- g 94 946.2 943 942. �O // x 945.6 /� \� . �2. � 945. � J / X 947.1 , / x 944.4 WETI_10 WET 945.4\ \ \\ 94 0 II 43.9 O / � \ W 941.7 945.1 WETI_I5 WETI_20 \ / WET_130 / \ \ 4 945.8x / 0 I 946. 943. / x945.2 945.6�� \\ 942. \ WETI_21 943.3 945.2 3. � -f•2 46.2 x 944.5 WETI _16 \\ 44.81 / \ 943. 942.1 / �� / 44. 5.8 44.6 111 45.0 945. 943. 943'8 -�\ 946.9 �y LINE OF THE WETI_1. �\ 945.2\ / \ x 943. / x 944.7 WETI_I9 43.2 �J /� SE114 OF THE SW114, II l / 9 x945.0 WETI_22 xe45.8 \ I I WET- 129 Z \ 42.8x 942.1 941. / I SEC 2�' �WETI_18 / 946.1 \ 944. � Ci (( WE x 944.9 / / 42.8 941.3 / x 944.9 \ 5 x 944.0 944 � 943.1 / / / 944.3 .5 44.6 944. -0 / 943.2 I \ 943' SOUTH FORK WETI_942.X / 46.2 I / W 941.1 U) zt 946.0 x 944.7 x 944.6 x 94 .1 WETI _23 WET25 946.6 / lV EDGE OF, WATER 945.5 945.9 WET26 �„- - - � 948.3 1� h 9 1.4 WETI_9 WET24 946.5 / WET_128 943.4 / 943.6 \ \ x 944.8 I WET27 / 943.Gg4� 943.6 943.6 `45.0 I 943.4<' x 943.9 \ x 944.5 941. x 943.0 x 3.9 x 944.6 / 5 / 9(4 I / 942.4x 941.2 ,0/942.0 1 / / ( x94 . x 944.8 Q I 943.5/ / / \ "9433 x 942.8 \ 44.7 4214 / 942.6 X4.0 - � 945.0 I x 944.3 I / / 941. 41.0 . 942.2 942.9 9 2.9 x 943.3 \ x 944.7 15 "ASH 8 x 944.5 945.7 WET I _85 / / 943.0 x 944.8 WETI _8 943.4]91 /7 / / \ 'Y • 7 941. / \ 940.9 42.3 / / x 942.7 95" "ASH x 944.4 �r944.2 WET 1 _86 / Q� / x 942.4 943.6,E 943. G / / x 943.2 x 943.2 x 944.6 / / \ \ / .943.7 TJ43� / 949j" 9/941.3 / / x 943\ 943.9 943.5 x 942.5 x 942.5 \ \ \ 944.5 I / O / 943. Ix / / x 942.4 \ \ / 943.8 WETI _7 / / / N /3 J 41.4 943.5 x 944. L/ -�� 943.0 x 94 8 1.5 "ELM `- I / O / x 942.6 kti / nI I� 2 942.9 ASH �I x 943.4 x 942.5 �� _ +9 941.4 943.1 V V \ 943.2 942.9 / 8 "ELM 94 x 942.9 x 942.6 942.7 \ / 9 41.5 943.7 38.6 10- (.942.9 15 "ASH \ J 12 "VCP �1�0 / %}43� \ x 942.9 q x 943.7/ x 942.8 x 943.1 J'� 9433 941.8x 940.6 to /y � � j � / 942.9 � ' 41.5 943. W42.9 �942 3 1 940.9 x 942.7 / 943.3 \ X42.9 943.0 943.5 \ \ I ETI _ 7 942.Ox \x 943 �� 12 "ELM 15 ASH 941.1 942.6 943• -7 43.6 943.3 943.4�\ -\x 943 6 42.9 \ / \ - g42 9 944.0% / 943 6 W43 9 93 > / / / WET I_89 J / x943.2 \ I \ WE 9144 I 439 943.9 rv� \ x 943.4 / 44.� / Lu LLJ LAW h 942.1 \ 943.8 -:�Z 944.3 944.4 WETI_88 \ �� WETI_94 944.4 � \ 1943.8 Z \ J WEI_6 Qo \ I I I I I IIII -- N89 03/ 159 "W JJ5. 0 r DEED L /NE I IIII � \ I s N WE5 14 WET5 I I I \ I I I I \ W N o � 9 5'lqI W�TI_4 �GN I I � I I � IIII P� h / I E 945. 3I I 7ET� I G\ EX o L SOUTH LINE OF THE SE114 OF THE SW114, SEC. 23 l 40 0 40 80 SCALE IN FEET JISUNDE LAND SURVEYING www.sunde.com 1 File: 20 / 224 7A 00 /.DWG Main Office: 9001 East Bloomington Freeway (35W) • Suite Bloomington, Minnesota 55420 -3435 952 -881 -2455 (Fax: 952 - 888 -9526) West Office: Mandan, North Dakota 701- 663 -5562 Sheet: 2 Of 2 IIII \ I WET 3 95 \ WE5 14 WET5 I I I \ I I I I \ 9 5'lqI W�TI_4 I J I I I I I � IIII / I 945. 3I I 7ET� I I � I I 946.8 WETI _961 I I I \ \\ WET WET / 49ETI-97 46.3 946.3 WETI I _ / 947.6 WETI_100 � / I / ETI_99 % X948.2 WET 98 / SOUTH LINE OF THE SE114 OF THE SW114, SEC. 23 l 40 0 40 80 SCALE IN FEET JISUNDE LAND SURVEYING www.sunde.com 1 File: 20 / 224 7A 00 /.DWG Main Office: 9001 East Bloomington Freeway (35W) • Suite Bloomington, Minnesota 55420 -3435 952 -881 -2455 (Fax: 952 - 888 -9526) West Office: Mandan, North Dakota 701- 663 -5562 Sheet: 2 Of 2 .j I I I I 1 I I I I 1 I I WET1 65 EDGE OF WA TER WET1 _64 �5 ARE / , , , WET1_63 i B � J BARBED WIRE N FENCE / E5 ■ �R� I ■ / I / I T_56 1 I 1 I 1 I 1 I / t 1 , 1 , I , /if WET_5� I I I 0 I � � I CB WET-54 c�\ ok WET_53 W EDGE OF - - - WET-1-173 WA TER IWET1 _11 WE _12 I I ` I W W ET1 _10 O � - I S WET1 _14 WET1 r , T ' 133 /WE /WET-60 WE %58 � F � J F� REMOVE TREES AND UNDERSTORY GROWTH TO ALLOW FOR NEW TRAIL AND BRIDGE. PROTECT EXISTING WETLAND Q AND VEGETATION OUTSIDE OF CONSTRUCTION LIMITS. �) P nano an , T_52 10r10 an an m m m WET-51 B B WET_50 W �J / / � J W F� /WET-48 I� _ _ _ WET-49 WET_145 / , kT_146 WET-47 � J W j j� W / W W W , W SOUTH \ED6E WE 1 �, / / W / /WET_13 W OF CREEK / /� T1 1 1 1 I 1 1 G9 P WET1 _ W EDGE OF rR EES WET1 _ \ WET1 _19 WET1 _18 WET1 :� W W �t WE / / W / W / W / W / J SOUTH EDG W F-12 F CREE - 0 W W W � - - - - - - - - - - - WET WET27 12 "PEP 12 "PEP IRON FENCE 0 /WET_144 Q - WET_143 O ' WET_142 Q WET_141 I (}� EDGE OF v I WA TER I I I WET-1 40 WET_139 CREEK WET_133 / I / \ kWET_138 WET_132 WETt137 1 / WET_ 4 I W I /WET_131 � I WET_135 ` I I I WET-1 P� G� �F 4 FT WROUGT IRON FENCE BARBED WIRE FENCE J LEGEND TREE REMOVALS -SILT FENCE 1 C8.1 ROCK CONSTRUCTION ENTRANCE 2 C8.1 NOTES: 1. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, DRAINAGE PIPING, AND DITCHES, ETC.) WHICH ARE TO REMAIN. PROVIDE AS -BUILT DRAWING ILLUSTRATING EXISTING UTILITIES, CONDUITS, WIRES, ETC. PRIOR TO PROJECT COMPLETION. 2. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. 3. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. 4. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR RE- ESTABLISHING ANY BENCHMARKS WHICH ARE SCHEDULED TO BE REMOVED OR RELOCATED, PRIOR TO BEGINNING CONSTRUCTION. 6. TREE PROTECTION: CONTRACTOR SHALL INSTALL ORANGE SNOW FENCE AT DRIP LINE OF ALL TREES TO BE PROTECTED FOR THE DURATION OF THE PROJECT. 0 Z U N 'o L CL IZ a- N 0 I� m > 0 C m .N v m 0 n U w Z Q J J Q O 2 W U a m >, M 3 'v 75 -a O a v � m N 0o 04)E�� N -a 0 w c_ 0 a"-Q •- a a on CL 0 ° ao Ecai� wo� t a-avv aLo 0 C —+. 0 U-0 =p o M >N m U� -0 •- s m � m ;.0 ° L7 amv5 t m L 3 U 0� rn 0 _a0 EROSION CONTROL KEY LEGEND OA SILT FENCE 1 C8.1 OB HEAVY DUTY SILT FENCE 1 C8.1 CO ROCK CONSTRUCTION ENTRANCE 2 C8.1 OD SEDIMENT FILTER AT STORM SEWER INLET OE EROSION CONTROL BLANKET 3 C8.1 OF SEDIMENT LOG 4 C8.1 PRELIMINARY DRAFT AGENCY REVIEW Z O V r � � Z w Ocnz Vw2 Q Z -i < Ww0 Y 0 J 1 0 MQ w W W a m O O U Q w Q 0 w O LL Y U O m O N 0 a� s N h v W � M C7Ne wo� w U� L7 N N W O W w� O O ~ �7M v1 wao Loj UQ� AM Z O V r � � Z w Ocnz Vw2 Q Z -i < Ww0 Y 0 J 1 0 MQ w W W a m O O U Q w Q 0 w O LL Y U O m O N 0 a� s N / ' O / I 11 \ Il 20 /T \\ 16 N) 7.87 \ 0 Cpl \ S \ 5 \ 0 4J / 12 \ \ o / RAD. PT. P \ \ \ / 16 , 177.48' \ \ \ / O RAD. PT. \ \ BARBED WIRE Q�a R125.00' \ \ \ FENCE 12 \ \ \ ' Flo )c? 61 �` o I i R 2 0 90.00' \ O / 12 \ 8 \ d 119 Q- � 2 RAD. PT. o � 0 14 8.00 86.32 o_ � 50 C0° R I5 I 12 4 FT WROUGT IRON FENCE Q R5.00' 5 N� C? — a, I �6. Rg.00' 23 �`' ED PRESCR/B 11 N N 6 opSO/L cco o 1 46.00, L /lVj /TS — —i— _ _NA T /VE i i TOP O/L 7 $' I EDGE OF \ WA TER � � 'I -EDGE OF r - WA TER I I I S � � � OF SOUTH GE EDGE aF P S s TREES Fz ' I G , I I I I i I SD i NOTES 1. REFER TO SHEETS C3.1, FINISHING PLANS, FOR RELATED LAYOUT INFORMATION AND SITE FEATURE NOTES. 2. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF FENCE, UNLESS OTHERWISE NOTED. 3. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4. SIGNAGE SHALL GENERALLY BE INSTALLED 18 INCHES BEHIND THE BACK OF CURB OR BACK OF WALK. 5. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. REFERENCE KEY NOTES !�a- a- 0 � N 0 O z U a� 'o L a I >1 m >1O 3 m 'N z oa z a av O~ IJJ a� J0 ♦W V �m c Ed � � N aLBu,o t Os m� M r\ N O p w w m on CL O 11 "-Ec00 �`� O FUTURE PARKING LOT(S) C8 2 m ° r m .O Q M O2SPECTATOR PLAZA / INFORMAL SEATING m y m z 0 (D PRESS BOX - REFER TO SHEET B2 0-4) mv 0) � L 3 U C 4- 0 3O 4O BLEACHER SEATING - REFER TO SHEET B1 BACKSTOP WITH RAISED CURB WALL & PADDING 12 18 O5 N C8.2 C8.2 ODUGOUT - REFER TO SHEET C8.4 W OBULL PEN 16 FIELD ENTRY FOR PLAYERS O w OBATTING CAGES (2) C8 3 U 10 BATTING CAGE STORAGE AREA 4 5 • C8.2 C8.2 FOUL POLE 11 E 14 C8.2 12 FIELD LIGHTING - REFER TO ELECTRICAL SHEETS ° N N 10 13 FLAG POLE C8 2 14 SCOREBOARD 15 C8.2 O 15 BATTER'S EYE SCREEN - REFER TO ALTERNATES 10 16 8' PAVED TRAIL �o 17 SOFT TOSS (40' LONG x 10' HIGH) C8.2 1g CONCESSION TRAILER LOCATION / CONCRETE PAD- REFER TO 5 O ~ ELECTRICAL SHEETS 28.2 v1 Qy Loj 19 AGLIME / TOPSOIL / AGGREGATE STORAGE AREA 18 W Ln p 20 FUTURE OUTFIELD BLEACHER / CONCRETE SLAB 0 N 21 PEDESTRIAN BRIDGE 19 C8.1 5 19 22 PORTA -POTTY ENCLOSURE / SLAB C8.2 C8.2 23 BLEACHER SLAB / DRAINAGE TRENCH 20 5 0 C8.1 C8.2 z 0 O24 IRRIGATION WELL / FENCE ENCLOSURE 4 C8.3 0 15 30 PRELIMINARY DRAFT AGENCY REVIEW V a w w moo z 2 c� U w , U) M oU)z o O C Lo UQz = U) cis t z Paz aa� w O W�� O a o ° o LLY� o � ILL J0� a� o m W a m O N ■ O s N gEp WIRE CE A I I I I I I I I I I I I I I I I I I I WET 57 / / i i / i i i / / / ET . I I I I I I I I I I I I I I I I WET 55 �� i i 1 \1 WET 54 WET _49 \ 1 FGFND A/ v/ O V \ \ \ \ \ \ / / 115' 12 / /WET - 1 4 � � , _47 1 ' WET 48 1 REFERENCE KEY TO SITE DETAILS C8 2 DETAIL I.D. NUMBER (TOP) 2O BACKSTOP WITH RAISED CURB WALL. SHEET NUMBER (BOTTOM) O 8' HIGH X WIDE SINGLE SWING GATE WITH LOCKING DEVICE. 7 C8.2 O 8' HIGH 4' WIDE SINGLE SWING GATE WITH LOCKING DEVICE. LIGHT DUTY PAVEMENT 16 O 8' HIGH 6' WIDE SINGLE SWING GATE WITH LOCKING DEVICE. C8.1 15 O 0 AGLIME INFIELD O 8' HIGH 12' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. C8.1 O 8' HIGH 14' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. CONCRETE WALK 5 O p C8.2 SIGN 1 2 C8.3 C8.3 U� -' STONE UNDER - BLEACHER TREATMENT (3" STONE OVER WEED BARRIER FABRIC) 20 C8.1 BATTING CAGE 12 C8.3 .aiL -� m00 LL am 11 SOFT TOSS (40' LONG X 10' HIGH) 9 C8.2 CLAY - PITCHER'S MOUND, BULLPEN PITCHER'S AREA, AND BATTER'S 12 0 BOX 16 17 13 C8.2 C8.2 NOTES 1. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF FENCE, UNLESS OTHERWISE NOTED. 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 3. SIGNAGE SHALL GENERALLY BE INSTALLED 18 INCHES BEHIND THE BACK OF CURB OR BACK OF WALK. 4. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. 5. REFER TO SHEET C2.1, LAYOUT AND GEOMETRIC PLAN, FOR GENERAL SITE DIMENSIONS. FENCING KEY NOTES O 8' HIGH CHAIN LINK FENCE WITH TOP, MIDDLE, Q 6 AND BOTTOM RAIL IN MAINTENANCE STRIP. .2 C8.� 2O BACKSTOP WITH RAISED CURB WALL. 12 18 C8.2 C8.2 O 8' HIGH X WIDE SINGLE SWING GATE WITH LOCKING DEVICE. 7 C8.2 O 8' HIGH 4' WIDE SINGLE SWING GATE WITH LOCKING DEVICE. 7 C8 2 O 8' HIGH 6' WIDE SINGLE SWING GATE WITH LOCKING DEVICE. 7 C8.2 O 8' HIGH 8' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. 8 C8.2 O 8' HIGH 12' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. g C8 2 O 8' HIGH 14' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. 8 C8.2 O 8' HIGH 20' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. 8 U� v •- s m � m y -p ,- = Cg.2 10 BATTING CAGE 12 C8.3 .aiL -� m00 LL am 11 SOFT TOSS (40' LONG X 10' HIGH) 9 C8.2 rn 12 0 FOUL POLE 14 C8.2 13 FLAG POLE @C8.2x 14 SCOREBOARD w 15 10 BATTER'S EYE SCREEN - REFER TO ALTERNATES C8.3 16 1 PORTA -POTTY SCREEN WALL / ENCLOSURE 5 19 C8.2 C8.2 17 AGLIME/ TOPSOIL/ AGGREGATE STORAGE AREA 18 18 SAFETY HANDRAIL 11 C8.1 19 C8.3 IRRIGATION WELL / FENCE ENCLOSURE 5 4 C8.2 C8.3 1 1 1 PRELIMINARY DRAFT AGENCY REVIEW co a- a- N N � N 0 O Z U a>' 'o L a I> m C M.2 v 'm 0 0 U w 0 Z Z J a s ^^ ^ ♦ ♦♦ V V Z Z V = z cn Lu z L LL U O Ea v� m N ,- 0.`mE=010 00 :E M v 1 a on Qo Ecai� t a�a>; >1 a� m C -+. O s =p o N M N m U� v •- s m � m y -p ,- = O L7 Z .aiL -� m00 LL am t m rn 3O Z O I- V �� OP Z 0 w 0U)z V W Paz _J Lu LL LL JOO a� m W U) a m s W M co co 0 U) (n M J w, I,- O c1l O `r' Lo = cis z U g a W -� L 0 to V D O O LL Y U NON w r M O N O h v v W � M w U� L7 �o N N W G/Z rzj a o Loj � UQ� AM Q" N Z O I- V �� OP Z 0 w 0U)z V W Paz _J Lu LL LL JOO a� m W U) a m s W M co co 0 U) (n M J w, I,- O c1l O `r' Lo = cis z U g a W -� L 0 to V D O O LL Y U NON w r M O N O GUAR[ DAII 5 \ EXTENSION OF PROPERTY LINE WITH BEARING S55 °01'53 "E 200 , AC \ O,- � I��II11111 I II III III I 111111 I� 111 ` � R5 00' IIIII 11 �I 1 1 1111111111 I IIII 111111 II IIIIIIIIIIIII 111 11111111111 II III II IIIIIIII II II 111111 II III IIIIIIII 111111 IIII (IIIIIIIIII • \ 1 1111 111111 ,,�, I 1 . 1 1111 I hot 11 ��I 1111 . IIIII I I I I I I I I I I I I I I I I I I I I s O�s Q \� NOTES co a- oQ�ry 1. REFER TO SHEETS C3.1, FINISHING PLANS, FOR RELATED LAYOUT N N INFORMATION AND SITE FEATURE NOTES. N a 0 2. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF FENCE, UNLESS OTHERWISE NOTED. o 3. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE Z m c FIELD LAYOUT. 0 1 c m .0 4. SIGNAGE SHALL GENERALLY BE INSTALLED 18 INCHES BEHIND THE BACK a p n L. of w OF CURB OR BACK OF WALK. 5. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. LEGEND 1 REFERENCE KEY TO SITE DETAILS C8.1 DETAIL I.D. NUMBER (TOP) SHEET NUMBER (BOTTOM) GRAVEL PAVEMENT - REFER TO ALTERNATES 11 C8.2 p SIGN 1 2 C8.3 C8.3 1 '5�Q9 \ Z0 z z � Q J �Da <00 �- z W = J W F- M 0 LL LL J U 2 Ea v� m N °-�Emo 00 C W m v a O D CL 0 Qo Ecai� t 0-0 b Q Lo 0 C —+. U-0 =p o 0 M N m v •- s m � m y -p Z m0viaiL -� amv� -c m L 3 U rn 0 3 0 1 � I I I I 5" I I I I a KZ II II III II I o�ll I i � � II III I IIII IIII \ ti III II IIII II 1111 IIII II IIII I II IIII IIIII � � II � III IIIIIIIIIII IIII '29 w � I I I IIIII ss, S o II o I IIII III IIIII M III 1 1 1 1 1 1 '2o.I I I I I IIII � I 1 111111 1 1111111111 \ 'SF_o �, yo IIII I I,II W III Illllti www IIII I I.�I �° IIIII III ^I � w III Ft3.00' I I I I I I '010, IIII I I 111111 'I11111�I I I I 22 ' 11° 1 11111111 11 I 111 I �\ IIII I I I I I I I I I 89 ° IIIII III IIII / I I IIIII T11�111111�1111 11111111 o�� 1111111 I g 1 11111111 � � � \ ^�,. 1 1111111 1 111111111 I ` • (IIII IIII \ �• 11111 � 111 5 111111 1111 111111 III � E � IIII III XIIIIIIIII E IIII III � 111111 � I� I I o 111111 � IIII I \ � III I I o Is l I I I N N IIIII III / �� 11'6'1 I I 1 1111 32.87 ol III / O IIIII I I I I I I I I I I \ Ln � I I�!�I I I I IIIIIIIIII \ � • II 1 IlIIII IIIIIIIII I \ O ' 111111111111111f11 II II II I M II �\ `� ► IIII ^II;llo IIII III111111111111111 IIII I w � II..,III .�ti��lllll�l II II II III \ � � ... III l e-, I I I I I I I I I I I lso ,111111111111 1111 111111 1111 \ \ \ \� � �" � •I I IIIIIIIII II II II IIIIII 12.00. I I IIIIIIII I I III \ \ oy U a O �$Iso' IIII 1 1 1, 1 1 1 1 1 IIIIIIII III I I � o I I I I I I I I I I I I I IIIIII I I I I �� —o � �' 6�4 i II (IIIIIIIIIIIII IIIII II II II �O IIIIIIIIII I II II IIIIIIIII 111111 III III w IIII III II IIIIIIIIIIIII IIIIIIIII II I \ c � � I IIIIIIIIIIIIIIIIIIII IIIII 1111111 II II \` � V � v w � 111111 III III II II II II IIIII IIIII II III I \ \ � p O � 111111- III IIIIIIIIIIIIII IIIII III II III III \ \ � � � w a o o Ilo�llllll I I I II IIIII I III III II o � � IIII III III II I IIII IIII 111111 II II � � � � i ku IIIIIIIII IIII II 1111111 IIII 111111 II III I �+ w m � I I IIIIII IIIIIIIII IIII I I I I IIIIIIII IIIIIIIIIIIIII IIIIII IIII \ � � W Ln QZ � IIII11111111111�11111111111111 II I I IIIIIIIII IIIIIIIIIIIIII IIII IIIII \ \� ` A q °� m � , II 1111 II I I�I�� I IIII IIIII IIIIIIII III II � � � � IIIII II I o�llll( II 1111111 IIII 1111111 II II \ �� ( I I I I I I I I I I I o� I I I I IIII III I I I ITI I I I I I I I I IIIII IIIII IIIIIIII I I IIIIIIIIII IIII IIIII IIII � � � �� w III II IIII IIIIIIIIIIIIIIIIIIII II IIII 11111 IIIIIIIII III I I I I IIIIIIII I I I I I I III1111111111111111111 IIIII IIIII IIIII IIIII IIIIIIIIIII I IIIIIIIII 111111111111 IIII IIII � I IIIII I IIIIIIIIIIIIIIII II IIIII IIII 1111111 III � � 111111111111 111111111111111111111111�I1�ilN- 111111111111111111111111111111 1111111111 11111111111111111 � � 1111111 Illlllllllllllllllll�tl IIIIIIIIIIIIII 111111 111111 R�z. � IIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII�IIIIIII 00' ' I i i I I 1 1111 11111 I�I�I I�I�I I�I�I Ii1i111i1i111i1i111i1i111i1i1i1i1i11�111i1111�1 I�iWil1� .11i11111111111i1i1i1i1111 1 111111111 I I 11111111 \ yo\ z � � 11111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I 1111 111111 II 1111 111111 11111 II II II II II 11111111111111111 111111 111111111 111111 ti� O � , I I I I I IIII I!I!I 11111111111111111111111111111111111111111111111111111 I I I I I III I 1111111111111111111111 IIIIIIII �\ — IIII 1111 I I I 1gs.s °' 1 1 1 I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I� 1 1 1 1 1 1 1 1 1 1 � �\ H II' II 1111111111111111111111111111111 111 I 1 111 1111 IIIIII I I I I I I III IIIII III 11 IIIII IIIIII I I I o, I IIIIIIIII 11111111 IIIIIIIIII • � `� V 111111 11111111/ � 111111111 � II IIIIIIII 11 �s o M F E E �- IIII I I C) � Q co moo 0 O °' � < v T Lo LV 3: Z \ U) Paz Wa'o \ c Joa moo° W�� ato co \ �00 o w JVO o LL \ Q 0 V � m W CN a 0 N ■ O 0 15 30 �v BARBED WIRE PRELIMINARY D FENCE __ AGENCY REVIEW / 1-947.2 `\ \ \ 950.6\ \ \ 4<\4\ 9 \ \ 1 95\1. \ \ \ 9�. I x 954. \ \ \ \ \x 95. i 1 \ \ \ \ X9449.0 l / I 4 . c_949.1 / \ I ` _ - _ \ \ 956.3 \ 957. 9 83 \ / 3. _ C`J- 954�� / x953.9 - - - 955.iSt xg \ \ 947.4 I - _ 946 - - / \ \� 953 / / x 954.3 \ \ \ \ 9 \ 1� \\ \ 95y 54. x953.6 \ \ \\ \ \ _ I x947.4 � \ \ \ \ \ � ,,r \ \ - 946.9- - 948 6� x 949.8 / \ \ 9 .1 50.3\ \ \ 4.6 \ \ \ Irk\ 1 / �\ \ \ / \ \ \-'' �` \\ \ 956.0 \\ 946.8 \ \ \ 5p.3 - - - �\ \S \ x9 \ \ WET1 _65 45.9 \ 1 \ x 51.9 50.7 - 4 945.0 \\ \ \WlCT1 _63 - 53.2 G\ \ - x 95 . x 953. \\ \ \ % .9 \ \ \ 946.5 \\ \\ ` 1 50.5 \\ .6 � \ 53.5 \ \ \ 194. 17.1 \ x 9.5.8 0 \\ \ X945.1 \ 946.3 \ \\ 1 9 9--- - - - - -- - -- --�\ 53.2 \\ \� \\ US \\ WET1 _64 \ \ \ \ x 947.1 \ 1 47.1 950.4 \ \ \ \ 53.6 ' 952.6 \\ \ \ x 956. \ x945.3 � - \ ?45.4 R E 5 \ I\ 48.8 \ \\\ x x 951.6 \\ \ x 952.4 x 952 \\ \ \\ \ \\ 9N.\ \\ \ 951.3 \ \� 1 \ \ x 930?��\ \\ \ \ 1 \ WE 58 x 951.8 \ \ \ \ \ x 945.6 945.41 \ 51.3 `�� 54.3 X _ 1 \ 48.6 \ 8 \ \ �h�' \ \ 955.3 \ \ \ 9 *6- x - ` 5 0 / - � 945.9 \ � \ \ \ x 952.5 >` 54.5 \ \ \ \ x 932.7 \\ \ \ \\ \ \ \\ q, g� � � ^ / I x 946.3 \ / \ x 94� ) x9 6 \ \ \ 956.ZT \ /`\ '\ \�\ 51.5 \ \ g x 951,8 54.8 - -� \� x 95 \ \ x944.7 \ Xc 33.6\ \\ / 1 / ` -- / x949.2 x950.4 ,J // // -- x953.1 \\ °y x 944. \ \ x 94f 9 44.8 / / - \ �. `1\ \ I \ X,947.9 / / h� 4Xj x 951.2 I / 946.8 P X9 7.3 / / / / /x 953.1 53.9 \\ 955.2 \ -,-'x J.6 4 53.8 \ \\ \ \ x 943.3 / / l / / \ / 1946.0 -- - - -/ / x)944.0 / / / �� x 953.4 x 9 .6 \ \ 9 -� 954.0 \\ \ ° x 950}Q x 951.2 x 952.5/ so \ \ \ x 955. \ `\ x 944.6 / / I / ° 52.0 / - \ 9 1.8 1.8 / I /1 / / 52.0 / x 949.2 // x 951.4 / / / /� - - - - -- E \ \ \ 955.8 x 951.6 / / / �\ \X\ � 3 g\ \0952.9 / / x 944. 945.0 x 94..5 / 1 ` / / 11 / x 7.5 IIx944.9 // x94, 7 1 / I / // /-� \\ l /// // x954.7 x 54.8 x95. \ \ \\ 955.1 \ \\ I I / 1946.6 7.1 52 / I \ III / 1 BARBED IWIRE WET-5 52.1 / 9 \\ I / x 3.7 x 4.6 9$ \\ \\ \ \ FENCE I / / / / / x952.2 \\ I / 955.4 53.2 90,wx \ // 52.8 53.2 3153.1 \\ x 951.8 I / g5 - - - - - -- Z - -� x - -- - -- 952.0 / x 9 /� \\ \\ x 955.7 955. \\ \ \ 111 \J /// 53.0 / \\ / / �/ 52.9 /_ \ 1.5111 x945/.5 / 9 52.2 48.9 / /'/ 53.6 \\ / /� - - - - -- 3.2 x 1 / I I \\ \ \\ 95� �p \\ \ 95 1 r \ \ \ s� �J \ o \ 11` 944.3 52.4 / \ � // / x 956.4/ � 957. \ \ l �� 1 \ \ \ \ x 944.2 94 .8 / / / \ I I EDGE OF �� // 52.2 // // // // /� \\ 53.7 \ \\ G� / // // x957.5 \\ \ / 96.9 952.9 950.8 \\�� \ \\ •O� yo WA TER 1 5 / / 52.3 / / / x 953.6 / \ \ / / / _ - h % y° \ \ x 30 / l / // \ \� // 955.4 \\ x 954.9 94651 � 47.8 / 5 / / � 53�/ / // x 954.5 \ 53.9 \ � � o� h x \ I x / x 952.1 / / \ x9152.7 / / / \ / 1 / / / / x \ \ 955.7 \ I / I h / 91 7 / / / / \ / / / / \ °� 5 31 / I 9521/ / \ \9\ \ \ 7 I I x 944.1 x 945.4 1 / I / / x 51.2 / / \ 53.7 / / / / x 9.2 1 I / l 1 / l 94a \ \ \ \ \ 9 .1 \ W; / i \ 945.6 x 945.3 " / 53.8 \ l7. 4 1 1 1 1 / / / x 948.4 \ \ \ \ \ \ 3? \ 1./ 4.7 / \ E6./ 56 1 / N / / \ / l / \ x 958.5 / \ \ 1 I / I / x�4 .".\ \\ \ \ / / / \\ \\ / \ / I 1 x 953. / 1 1 9 t / M� / / / x 954.3 \ 53.6 / \ \ l I l l l \ \ \ \ 9556 \ \ 95 / / h / 1 955.0 \ x 955. 52.5 / 0) / / x 953. 2 x 95d� l ) \ \ \ / I I / x 948.4 x 948.1 \ \ \� \ \ C 951.0 \ \ 11 I I I I / / / / / 53.6 1 53.6 / i x 95 7 \ \ \ \ .0/ / II / I I 95,2 8 / 1 49.2 \ \ \ \ \ \ \ \x 6.1 FOL \ \ \ x 944. I 1 I / 1 \ o \ / 956. �j / l I \ \ \ x 945.9 Y � � ® / \ \ / 1 / 1 ) X 944.8 I I � 953.1 53.4 \ \ I \ / 1 / / I >� \ \ 955.5 \ \ \ \ \ \ 11 I / 7 z z rw 1 / / \ \\ x �56,9� x 957.3 / 948.3 \ \\ \ \ \ � II few I 5 �sw 52.51 1 53.6 / \ \ �� / � / \ / / / � � 1 I x 944.3 1 I 1 52. � / / I x 954. � l l l � R I 9'�0. \ \ \ 1 1 / - 955.9 1 l 94� 1 5 1 r x 0.7 I I / x 954.5 x 5.2 / 53.2 / / \ \ � � 51.3 \X 5✓5 .kJ E�5 \\ \ \ \ \\ \ \ - x 944.4 \ I I x 953.7 \ x / 1 / / 1 1 \/, I I \ I x 956. f/ / I I \ \ / \ \ 954.2 952 51.4 3 / / / 952.,0 / / 1 4 .9 I �1 R \ \ \ \ \ \\ & / x 956.3 \ I \ � / x 953.3 i x 952iS\ � � / x 944.8 x / l 945. 1 / / / - \ - \ - - � ,444.4 / N� I 94 \\ `\ I � 5�4 \ \ i' \ � � \ x� 49.8 / \\ X755.9 ( 53. �.0 \ / / / 4 FT WROUGT 0'S \ fx�42.8 / / I x� - / -�� \ \ \ ` - - -= 954.5 4 / x / /wEET-1 j Jl 9. IRO FENCE I \ \ \ \ \ 42.6 \ 94.1 6 x 945.1 1 / 1 2.5 \\ \ \ \ / / / / \ \ - - 49.8 954. x9149• \ I 1 9 7 x 53�8� i �` �4\ \� \ I x94 \ \ \ 9S .\ O \\ j 945.6 i \ l \ \ \ - - _ !�j / \ o V_ �"'T _ WET_T'43 \ 947.6 I I \ / lew szlir \\ \�� x952.'- 953953.2 - x952.7 ��'�- \\\ ��\\\\ - _- -� / ' / 449 142 I I rQ \ \ \ \ \ S \�,\ 942.5 \ \ I i x 9 z. \ i' j i / x 950.6 951.2 - � / $ - - - 7 I I �'`I 950.)3 \ \ \ \ 5 \ �qg 8 / / 41.6 - -y 947.8 J I I \ x9. _ _ - 1 - 5-z'- WET_141 \ \ ��.g- x ¢g : "� \ \ \\ \ \ \ \ 942.5 \ \ 0.1 e \ \ \ 52.5 - - - - - Y 51.9 � 951.1 x 50.7 52.5 j / / 42 - - 945. 1 EDGE / x 948.2 I (� cij \ 956.2 \ \ \ \ •� 52.5 5�. 1 J� 51.4 951. / (- I Q� Ij x 945.5 945. I \ \ \ \ 52.5 a 95* - - / / \ '19-4 I WA TER I \ \ \ x 954.4 \ \ \ I \ \ 52.1 51.2 50 f- - r/ / �l 1 I \ \ \ \ 9 4.1 \ \ 46. 52.3 \ 52.4 9 / `W 14�i \ \ \ 1 1 x 948.1 I \ x�j51.8 \ \ \ 942. 942. \ 1 \ 0 \ \ \ \ 50.6 9 0 �/ I 945.6 \ 947.9 I 946.6 \ \ \ \\ \ 945.6 1 \ S7w 1 TW \� 952x / 51.8 _ _ 50. / l r 9\42.7 1--943. \\ IWET 14 / I x \ \ WET_54 52.1\ ` - - -_ \ \ ,947.7 _ I \ I \ - x 948.2 _ \ \ I as.1 ew - __ 50.3 49' ' - 1' WET 139 943,3 \ \\ \\ I I / \�> \ � 951 9. - -- - -- _ `� - -- / ?50.2 / // - _ X48.9 I \ \ 961? 6 \ \ I I 945.2 - -'/ \ \ sz.o _ - I �9 bAl , - - -x�R48. 50.3 / - 949.0 / < 0 2. 946. �� Sv \ �� x 948.6 / W� �4\ // // 947.5 N \ \ \x 948. 44.2 C R E E 4.3 / ¢¢_ 51.6 TW �9 \ 51.5 50.7 x K / \ 9 948 / d \ P48 � 44.0 944.7` \ \ \ 51.0 TW gdg �� f'� 945.3 4.1 ew 50.5sW � � x 947.1 99�� - - g50 // / 948.4 / i 946.61 (/� WET 33 947.5 94 44 l I IRON FENCE / G�•f" ,Q x 94 .7 �x� gig- / 4 / \\ \ �47.7y\ x 947.7 I 1 945. \ 4 \g WET_53 \ \ \ 47.6 '� 44.5 \�`� / 1 1 1 I \/ X44.6 \ �F` \0 6\ \ - - - - - - - - - - - - \ 47.5 44.5 G - x- x 9qS / WET-49- - _ - `/ 947.4 >�I 1 \ I �� - - - X11 /,� 4�8 38 948.5 / \ \ 42. 42.9 II % I k 94 � 1 g �� -- -�� / x947.8 1 1 � -132 9 7.4 946.8 \ \ \ \ 942- 1 �) \ 946.:r - T - ' 947.5 II / % 44. 944. �'( 948.4 _ -,WET-52 _ _ I i 48.8 WETL\37 _ 5.2 � W \ 42 EDGE OF \ 946. 5ME \ 46_6ME - - -- - - 47.3 --- - - - - -- �_ _ x'WET- /1 / / � 944. \� jj 0 ,T94f5.7 9 7 c WET 13 945Gv\ 5 \ �43.D TER x 945.4 \ \` - - -- WET-51 - - -� 946. - - - -6.6 WET-49 \ 946.9 ------ - - - -// 44.0 lg� X48.1 x 944JR� T1 _11 WE _12 I ( - - - - - / 46. 946.8 / W / � �97-0- 1 >� \\ x 45. 43.2 46.6 ME 946. / \ / � / WET_50� 44.6 .9 94618 946.9 \\ \ 1 \ \ \ x 945.8 43. 941 \ 9 5 �- 9 2 \ / / I \ \ \\ \ W W \ x„946. 941 / \ / W 943.7 y 49.9 50.�� \ I \ I \ 1 \ W4.4 9 2 6 \� 7 x 945.7 9 4. \ \ \ W 42,42.6 \ x 946.8 x 947.4 / 4 1 949.9 95 ti9 -1 �� 1 947.5 \ I 946.6 \ r \ \ \ 94 2.6 11 \ \ W / 1N 9 7.6 / \ \ 94 946.1 \ / 943.9 947.1 ' \� �\\ 45.1 .7 I \ � _ _ 94b1 943. / \ \ \ \ 941.7 942. 946.5 ` 947\7 W \ \ \ 46.4 OF 4 9 \\ - \ W x / ' \. \ / 94fg14\ \ \ \ x 947.1 _ .� �1� 11 A1 o \ ET1_ � �� W \ \ SOU EDGE \ W 94 X45. 7 946.6 \ 945.1 \� ��G C x WET1 _ 44. 940.6 \ \ 194Ci -20 \ `� 2.3 �� ' \ � 9 3 T \ W OF��R K 9 �1. 945.8x 946.4 946.6 94 .3 x� 947. 9' 4 . T- �' y 945.2 I WET1_ \� 9` W ¢�¢ 40.4 / \\ 1 / W X13 x947.0 �I \ \\ / x-94�� X46.2 / LEGEND NOTES. 945.4 S x 945.1 EQGE DF T \\ 146. 943 942.0 W 946.5 g/ / 5 ,� 44.8 946. 944.1%42.9 x 945.1 REE WET1 _� 1 94 ' W 946.1 \ W i�� W 4 ` REFERENCE KEY TO DETAILS 1. REFER TO SHEET Cl, TITLE SHEET, FOR GENERAL NOTES. x 945.4 P x 945.2 S W WET1? 1 1 W /943.2 I 1 5. 946.4 x 946.5 946. I \ `- 43.1 �� 1 I G \ 46. 11 x 4 942• 1 C8.1 DETAIL I.D. NUMBER (TOP) x 945.4 \ x 945. 946.8 8 W l 47. SHEET NUMBER (BOTTOM) 9 6. 1.3 943.1 9 945.1 945.2�� 818 WET 2 _ Il 94\ W 94 x 946 6 I ! II `"l i 945.6 I 4 .5 I x 945.3 I 945.9 # 945.5 945.6 945.5 WET1 _9 1 1 x1945.8 945.2 1 145.5 1 1 945.9 i x G 5.2 x945.6 x9 6.2 945.3 x 946.3 U T•W x 946.4 944'7 944. 946.1 1 942.9 W 945.9 ` - 945.5 YYG I I _GJ r/ \ \ 945 • -- .6 \ x 945.6 W x 946.0 4� 945.6 GRA V 9 945.3 945. 945.7 _985.7 94( _x945.7 - - -- =3457- - - - - -� - - - - -- - - -- 9476- ---- x949.9 946. 946 4 V v WET26- - - 946.8r - - - - - WET27 46.8 946.2 94 .9 946.5 \ \ S 48.9 x 946.1 , i 48 2 94& / / .9 x 946.4 x 95" 9 A,!& x 47.8 5 x 949.2 - -- 9 ii 947.1 / i' \62 9464 - 948.1 -�' $_ 947.0 „ Pip �x 948.1 / 948.6 x 49.9 / 948.7 - - _ x 948.3 v \ 947.-3 461.7 941 W 947.0/).94 .4 9� 48.3- F 949.; 950.5 EXISTING SPOT ELEVATION - -- 50- - -- EXISTING CONTOUR 50.3 PROPOSED SPOT ELEVATION 950 PROPOSED CONTOUR I&SB -3 SOIL BORING 0 PROPOSED CATCH BASIN (CB) 10 10 0 PROPOSED MANHOLE (MH) 11 C8.1 ZJ as Z C� oa aZ ♦� a V 0 U co M M N p C >. ti vE N am E= ° rn �'-v vrcn :E 0 0 Z m w L Za� O 0 CL U �o C m .- Q. 0 3 } h o v v�•5 CL 0 0 U o' ZJ as Z C� oa aZ ♦� a V 0 U p m 2 M C >. N vE am E= ° o0 �'-v vrcn :E a! gym w } L Za� O 0 CL 0 _c °10 Q. 0 E0 �� Q1n � v J M N p m 10d U� "v •- t G1 �mv►��0 0 C7 Z am-0� r 0 rn - 0.1,_30 w Z O �F_ V �0 Z 0 w 0U)z V W z W LL LL Q Y J0V Ma W W a m M 00 00 0 cn (n M J �, I- 0 0.1 M O N L Lo = y Z co a�u L3 o w w O LL V O w ,TOM O N e PRELIMINARY DRAFT � AGENCY REVIEW � U v W � M U� C7 � o W O Ln _l w W Uwh A M Z O �F_ V �0 Z 0 w 0U)z V W z W LL LL Q Y J0V Ma W W a m M 00 00 0 cn (n M J �, I- 0 0.1 M O N L Lo = y Z co a�u L3 o w w O LL V O w ,TOM O N e PRELIMINARY DRAFT � AGENCY REVIEW � U 47.7 \\ �q,8.4 \ X48.0 \ x 944.\ \ \ \479 G � \ RAIL x 94'Ag \ 4 , 5• \ \ JGG \ 948.5 \ 4.0 - \\ \ �ME 8 PP6 \ WEV1_72 942. 0 42.8 \ WE T1 1 \ \ \ \ 48.3 \ \ 1 \ 5 1 \ \ \ 48. MN �4 \4 i R �\ /� \ \ \ \ 948. \ -- \ \ ( \ 5. \ \ - - 49.0 \ \ x1942.9 �� 4 1 / / � \ \ 4�\ M 949.3 \ \ 0 40. ) x 941.2/ \ 44! 4 . 94S ` \ 48.9 M 1 I 1 \ 44. 8.3 G' � \ \ o .5 \ 1 v J94-i 1 d' \ y \ O \ X40 � 49.7 / / i \ 1 943.9 47.9 W \ \\ \ \ I 94-0. 1/ / 48.4 \ \ 47.4 X9 9. E \ \ \ 949.6 \\ \\ x 943.6 / \ \\\J43.8 47.8 0 \ \ \\ �� \ \ O \�S 950.5 \ O �\ I 641.8 �4 �O FT ARBED � 9441I � WIRE F CE \ \\ \ 4 • F \ \\ I I x `� "9 46.9 x945.4 7.5\ \9 51.5 \ \ \ x 94' 8 \ % x 9'43.5\ 54X 1 944.2 0) \\ \ 941.7 \ 1 \ \ 9• 1 x 945.0 \\ \ \ \ \ \ 1 1 \ I 1 6 \ \ 951.2 46.3 1 AV46.1 \ \\ \ 911. �\ �\ \ T1 x 945.0 x 945.2 I\ \\ \ \ \ \ \ \ 952.5 \� 943.8 \\ \ \\ 94 . I \ �`ro x l 1 941.4 \ \ 1 x 9�6. 6 948. \ 93 943. s 11 11 \ \\ 945.1 \ 3 T B \ R B E D 1 \ \ \\ ^ 1 \ 1 1 \ V 9�0Y \ \ x.945.5 I WIR FENCE \ \\ I OG 1 1 \ \ 91, I I 1 \ \ \ 45 x 94 . I \\ \�� \ \\ I \ \ 941.4 \ TER \ I \ I 1.7 x 9 \5 \ \x45. 7 F I / 9 - \ ` \ 946.2 \. _ I Q 52.0 953.3 54. L I 944.3 g\4\ 1\ I I x 944.5 5 9�S 45.2 - P' r� I / x 948.3,1 / 952 / \ \ \\ 941. \x142.51 ` \ \ v J^ / 5�3 94J6\ 941.8 \ \\ 1\ 51.9 \ x 945.6 � \ ` \ 45.1 x 946.6 � (�j I 950. � X2.6 5� � .?' �\ � I' \\ \ \x 944.2 \ \ \ ' ` � _ x 950. A \ 1 °�/ x 944.41 i l \ \ \ \ 944.9 1 \ 941. xJ94� \7 \ / / �� 52.2) \52.7 1 \I g \ x -445.9 I\ \ \\ ' x 7 t C)i 1 x 945.2 \ X94 J',1\ 941.8 / x 9 2.41 9.6 9 x � 945. \ \ 941. r r \ � / 1 x$1.7 � , \ \ \ I 1 x 59 I WEJ1467 \ // / /� 981 3 1 �\ 9 \ \ 1 x 9 6 x945.5 \ x946.21 1 \ I g 943. \\ 941.9 \'\ \ \ 1 1 \ 5 x . 8 / 1 i\ I I 1 9 9A3.0 x 0 \ 941. j T \ \\ 941. \�\ \ x 944.8 94� -'"� \\ \\ x 9478 \ `9�s 50.1 /l \\ 95J.9 I .9 \ x 944.3 \ \ \\ C' \ \ \\ \\ \\ \\ I\ WET94 . / / /x c �6' 9�� /l / / i 951.0 x 9 .4 I ► \ x 945.7 \ \\ � � \ \\ \\ x 4.6 \ \ � i ► / ,x515 � 1 \ \ \\ \ \ \ \\ 944.0 x 944.6 \ \\ i it /l 951.4// 1 \ \ \ 941. \ \ \ \ \ x 949.6 I 1 WET1�62 955 \ \ \ \ x 946 \ \ / 1 / \ x 953 5 x 945.6 x 945.1 9UA 3`941.8 \ \\ \ - - _ _ x 944. \I i \I \ i °' / i \ \\ \\ ► 1 \ \ \ \ \ ) 1 I I i \\ '�\ \► 1 \ � \ \ \ 941. 943.6 1951.4 / I I I i � / Q ► \ \ S \ \ 941.8 x 950.1 \\ \ ► 1 '47.8 \\ \ x 94 6 \ \ \\ \ \\ x 945/4 I i °j� l \ ��4 \ \► 1 \\ x \\ \ x 945.7 \ \ \ l x y. co / \ \ ► \ x x 947 \ \ \ 941. Ix 5 I / I l i 0� l \ \ ► \ \ 1 I \ \ 95 x\950.9 \� N9\4 6.2 x 945.9 943. I 941.9 i i I x 947.2\ \ \ \ � l 950.6 l` \ \ \ ► � . -x1949.0 \ \ \► \ \\ x X151.0 \\ x 945.8 i I 941. 04� 3 x 945.8 x 94,65 / % Ii 1 X949.1 / \ \ ► I °� \ k 949 0' 1 \ 44.9 I 9418 I I I I \ \\ I x 947 4 J /' 950 0 V /\ 0 x 54.8 S o �\ \ 95 7 \ �\ x 55.6 \� 54.6 956.2 54.1 54 955.5 \\ .2 / \ \ x 3 9 64.3 N 0 1 1 Lit \ / \ 54.9 56.9 956.4 \ 54.7 55.2 \ 956.8 \ \ \54.0 95.5 55.1 `\ \\ 956.2 \ \ \ \ M 53.6 \ 1 55.9 \ \ \ \ LO 0) \ 54.6 1 \ \ \ 1 \ Y_560 x956,..9 \\\ \ \x 956.1 x 55. y \ \ \\ 1957.1 1 �\ \ \ \ 956.6 \ 9571 \o c' \ \\ \ \` A 956. c` \\ 955.6 \ \ \ \ \ X95 0 x g\ / \\ \\ 9576 x 955.3 \ \ / 9 .1 \ `rs 56.4 x 955.5 \ \ \ \ 956.4 \ \ \ 957.0 955.8 56.5 \ x 95 / \ \ \ \�c 95 .1 I \ \ 56.0 \ sue, \ 5s.o 52. \ \ / o\ \ \ 56.6 x 953. � � - _ _. \ .956.3 957. \ /x953.9 -� .9S �c955. x9 6� \ x 946.3 \1 x 949.4 'I I III \ \ \ \ \ i 1 946 \ / 4 x 954.6 55.2 -- � \ �; - \ x \ \ �� ► 1 �`\ 11 X60 ` �\ \S1 54.9 / x gs \-- 56.3 56.2 \ \ I II I 94� \7 \\ - \ \ _ - x 947.4 / � � \ \ x 949.8 \ \ \ \ \ -� s \ i \ \ \ \ l x 9)944. 9 I 1 941.9 941. 1 \ 44.9 1 1 - 948. 6i, \ 9 a 50.3 \, 54.8 4.6 \ ,j - I 4472/x x94 JS 2 \\ \\ 1 �\ 1 // \ I \�� 560 944 _ J/ \ \\ \ \ \\ ` J \ \ 946.8\ \ / \\ \ \ / 50.3 - - - _ _ \s \ x y-40'71 \ \ Al 945.0 \ \ WET1 _65 \ \ \ / \ KT19 63 \ \\ 1 \ 51.9 50.7 \ \f 93853.2 x 953.5 \ \ \ \ \ \ \ \v \ x 9r 3 \ \ � 53.5 � \ \x 945.4 x 944.2 \ \\ 941.8 \ \\ - - �\ \ 946.5 \\ \\ 50.5 \ \ 9y� x 9 6 \ 53.5 \ \\ \ \ �'Ll \ \ \ \\ 941. \ \\ 945.3 \, � \ 1 4 . % 7.1 \ Is \ CO \ \ x \ \ . \ \ x 9..8 0 \ I \ \\ \ 945.1 \ 946.3 \ \ 9 _ - - I I I I I\ 943. c \\ 941.5 \ \ \\ WET1 _64 \ \ \ 1 \ \ \ \ \ 53.2 \ \ \�\ \ \ S \ \ I III \\ x 944.3 x 944.9 `\ \\ \\ \ \\ x 945.3 - - \ x 947.1 \ 47.9 � \ S - I 1 f 950.4 \ \ \ \ 53.6 M 952.6 9� \ \\ \ \ x 956. \ \ x 951.6 / x 952.4 < \\ \ 9'3� \ \ I 1 I I x 945.4 E \ 48.8 � � � ` x 951.3 \ \ I I \ x 944.4 \ \\ \\ \ \ x 945.1 R E \ \ I \ X \ \ \\ 1 � x s30�3 1 I Ix 94x7 \ \ I \ x \ \\ 941.9 \ \ \ \ WE 58 \ 9 3 \ 945.41 51.3 A I\ \ \\ x 944 1 44.4 \ \\ \� 6 x 945.6 945.9 \ 48.6 a \ \ x 946.0 - - - 1 \ o I - B \ \ \\ 9�� O / �- 1 \\ \\ \\ \\ \ \\ 941. \ \ \x 43. X9454.9` � � ^ / I x 946.3 \ 11 519 6 \ I \ \ \ \ \\ \\ I \�\\ / I \ \ \ 945.4 \ 941.8 \ x 944.7 / x 94,3 6 \�\ / l / x 949.2 x / x1.6 \ \\ x �9EZ 3 \ x4.9 x 945.5 \\ \ \ I x 944 \ \ x 94� 9 44.8 / l - ----,9479 % 950. \ \ I \\ x\846.1 \ \\ \ \\ `�\ \\ 1946.8 -1x 9)3.6 ) 1' x 943.3 \ I II II \ \ \ \ \ /4 \ 941.8 , \\ x)944.0 - 951.7 x19 1. ±� I 1 \ \� 948.1 \ x 94 3 x 94� 4 97 \ \ \ l - / I ► l i I I / / \ x 944.6 / / I 1 / ° 52.0 950 x x 951.2 1.8 1.8 / I 1 / 52.0 // 949.2 / 951.4 // x944. 945.0 x94.155 I I l l x 946.5 I \ \\ / x 94.E 7 I / I \ \ 1 941. (Ix 944.9 / / / / \ Ix 5¢� I / I 9 5. 11 III / I BARBED IWIRE 1946.6 71 520 / ,40-� \\ I I I I x 94 6 �,y 948.! � 11 942.0 111 // � FENCE I WET` 52.1 / /� �x 9522 \\ �I I I,I 52. _ / 52.8 / 53.2 ,/ x5L53.1 \ \x951.8 53,4 -f LEGEND 1 REFERENCE KEY TO DETAILS C8.1 DETAIL I.D. NUMBER (TOP) SHEET NUMBER (BOTTOM) 950.5 EXISTING SPOT ELEVATION --- 4$(- -° EXISTING CONTOUR 50.3 PROPOSED SPOT ELEVATION 950 PROPOSED CONTOUR O SSB -3 SOIL BORING ® PROPOSED CATCH BASIN (CB) 10 10 O PROPOSED MANHOLE (MH) 11 C8.1 NOTES: 1. REFER TO SHEET C1, TITLE SHEET, FOR GENERAL NOTES. � m a � � 'a C a E v� m U - aLEu,a C -Lm 3 a � a ° ao E C ow 13 0 a >1 a a v V 0 J O N v •- s m t m amv� d _ 3 0 M n N r 00 w w m on CL W M Q M N 0 z m m 2 1z 1z F_ o O �QCDW N z v W � Q O 0 z m C� c U 0 C m .- Z 3 > 4 Q CL 0 0 0 w � m a � � 'a C a E v� m U - aLEu,a C -Lm 3 a � a ° ao E C ow 13 0 a >1 a a v V 0 J O N v •- s m t m amv� d _ 3 0 M n N r 00 w w m on CL W M Q M N 0 z m m F_ O �QCDW 1 z v W � Q � Z C� W Z Z (� Q Q Z a LU _ W J Q 0 w n oF_ � o N N LL � m a � � 'a C a E v� m U - aLEu,a C -Lm 3 a � a ° ao E C ow 13 0 a >1 a a v V 0 J O N v •- s m t m amv� d _ 3 0 M n N r 00 w w m on CL W M Q M N 0 z m m Z O F_ V F_ 0H Z U w 0cnz V W Q z _J W�0 I Ye Emm J 0 MQ � W W a m M 00 w 0 U) (n M J w, I,- O M O ;v LO = cis z U) t a W -� L �4- Lo a'l 0 O LL Y U O w � C N PRELIMINARY DRAFT AGENCY REVIEW h v v W � M w U� L7 � o N N Ln W G/Z Rj a o � UQ� AM Z O F_ V F_ 0H Z U w 0cnz V W Q z _J W�0 I Ye Emm J 0 MQ � W W a m M 00 w 0 U) (n M J w, I,- O M O ;v LO = cis z U) t a W -� L �4- Lo a'l 0 O LL Y U O w � C N PRELIMINARY DRAFT AGENCY REVIEW 1 ► \ I / 955 ' I x 9472 `\ \ \ 950.6\ � \ 95 l` 4A95 9 \ \ 1 951 � \ \ \ o 954. \ \ \ \ \ \x *951 I \ \ \ \ x,949.0 / I 948.3 X949.1 / \ \ ► / 3 \ / _ _ \ \ \ 956.3 957. os�, C` J- 954 / x9539 - \ \ 955. x g \ 947.4 I - �� ./4Q(L - - / \ \ 953 / / \ x 954.3 \ \ \ 8 19 60 \ \ ? 546 �� - -- ► '� \ \ 95y 5�4. /� x 953. \ \ \�- x9474 \ \ \\ -III-- 946 - - - - 948 6� x 949.8 / \\ 9 .1 50.3\ 4.6 \ \ I� I / \ \ \ / ` _ - - - � 56.0 \ \ 946.8 J \ DT IN� = 48.00 5 Q,3 - - - - - _ ` cS \ \ \ \ WET1 _65 45.9 \ \ \ x 5 50.7 952.9 x 9 \ \ 8945.0 \ \ T1_63 \ \ 1 < (�\ �- ��` 53.2 \ \ \ x 95 . `,Std x 953. ` �\ \ \ / T .9 \ 946.5 \ \ S \ �- \ \ \ 7.1 J 50.5 \ 6" pRA1N� - .6 \ 53.5 \ 48 0T \ 194. cn \ \ \ / �' \ 9.M. 8 O \ \ X945.1 \ 946.3 \ \\ 1 9 \ DT INV. = 49.3 - -- - -�\ 53.2 WET1 _64 \ i x 947.1 \ / 47.1 � 950.4 � \ ` � 53.6 952.6 x 95 _ \\ \ \ x 956. \ \ x 945.3 � 1 ` o �15� \ \\ \ \ \ 954. \ x 951.6 o x 952.4 145.4 � R � E \1 \ 48.8 \ \ ` � x 951.3 \ � \ \ -X-9-5" � \ \ \\ \ \ \ \ \ \\ \\ I \ WE 58 x 951.8 \ \ x 945.6 945.41 \ 51.3 �� \54.3 _ \ 48.6 \ o \ h�' \� \ x 955.3\ \\ 9 0 / .�C 945.9 I \ 8 \ \ 9 \ `\ x 952.5 �` 54.5 \ \ \ \ \ \ / ` � 1 x 946.3 \ l x 9481 \ \ \ x 9 6 x 932.7\ \ \% \ \ \ \ 9- #c�9�6.Q / I \ l \ 51.5 ` 54.8 \ \ 956. U' \ 50.9 x 951,8 DT INV. = 53.50 ) 95 \ \ \ x944.7 \ X9,;6 `�\ // 1 / ` -- / x949.2 x950.4 0/ / (HIGH POINT) - - -- x \ \ _ / 953.1 \ oy 944. x 4\\ \\\\�j69 /I 44.8 / , \\ /l %.1947.9 / 9y3 �4 x951.2 \ / I / 946.8 x 9 7.3 / / / l / x 953.1 �y 53.9 \\ 955.2 � o \ \ \ \ ,_ � ox 9¢3.6 / /► ,foS \ x 943.3 h / 4 x 9 .6 �� \ \ \ x)944.0 // x'1946.0 ! / /o� -- - -- /� � x953.4 �� -- _ \\ \ \ / / I ► / o o x 950. o l F \ �� 9 -� 954.0 \\ \ \ x 944.6 / / 1 ► / 52.0 , _ x 951.2 x 952.5/ _ S4 \ \ \ \ \ 955.8 955. \ x 951.4 / / / - - - - -- \ \ \ \ 9 1.8 1.8 I ► l 52.0 // 949.2 / / \� PP x 944. 945.0 x 94,�. 5 ► I / / x 951.6 / / � ��,3 g\ Q952.9 / \ \ \ I Ix 944.9 / / x 94.E 7 I ► I x /7/5 / / ` \ l / / / / x 954.7 54.8 1 \ \ 955.1 \ 1 1,946.6 7.1 52 / / C, / ° ° \ I / / 1 \\ \ III / I BARBED (WIRE WET-5 52.1 / J - \\ I / / x 3.7 x 46 95 \ \\ \ FENCE I / / / / / x 952.2 \ \ I / 4 955.4 53.2 90..8?x Di INV. = 51 5 / DT INV. = 51.95 / 95 I \ \ \ L / / ,52. / / 53.2 - \ x 951.8 I I - - - - - \ 955. \ 52.8 o x3153.1 \ � x . 9 - \ \ \ x 955.7 , X40 \ ` - - - - - - 952.0 / / / s \ / \ \ \ III 53.0 -- I I x 9451A' / / / / \ \ / / 3.2 52.9 \ \ 1.5 / 5, 7 -1 / \� ° 53.6 \ / / _ _ _ x 'S 1 / 1 1 \ \ \ \ 953.1 \� 95 o 944.3 / / 9 / / 552 4 x 48.9 / / / J \ \ � / / / x 956.4/ � 957. \ / I x 944.2 9 .8 / 53.7 \ / \ / \ \ `\ • C) I / w / / / / J // \ s \ / / \ �6.9 1 EDGE OF I / �b 52.2 J / / J s \ 6� / / x 957.5 \ \ l I r 952.9 950.8 \\ \�Q\\ WATER IBS / 52.3 L/ / x953.6 /o \J\ DTXSIV. =52.65 / / / \ co 5►4 / \ / \ \\ R 946/51 47.8 / 5 / / / / a, / J x 95 5 \ 53.9 x�� 0 954.9 / / \obi I / I / \ \ \ I x9 / 521 / � x 552.7 / moo\ \ I x 9: I / / \�. / / \ 9 7 / �J / 2� / \ / l / / \ 5 3/ l I 952. / \ \2 7 I I 944.1 x 945.4 / I /x 51.2 / / ` \J 53.7 / / / x 2 I I / l I / / 94 � \ \ \ \ \ 965.1 1 / / �`o / l /� I I I l I l \\\ x 945.6 x 945.3 I \ / -► \ 53.8 \ / / x 957. l / / x 948.4 \ \ \ \ 1. //� 4.7 /�i I \ \ 4613 \ j o x 958.5 x �4 / \ ET�56 1 9 ! / / / -► x 954.3 F \ / \ \ / / I x 953F s5 9 0 5\ \� \ / 1 1 1 1 1 I 2.5 / o o x 953.2 J x 95 x l x 955.51 \ \ \ / / / I / / / x 948.4 x 948.1 J*l ► I l / \ o \J I 3.6 J o 95k3.7 \ \ I 95 .8 / 49.2 \ \ I I \ Wo \ \\ 956. I I l I \ \ \ 4.5 J / x 945.9 x 9944. 1' I / I v / J o o / 53. ®1 J5'. -► / \ \ \ \ / / I I ) l l r I 953.1 \J 53.4 \ \ l I I \ x �5t�.9 x 957.3 \ X 944.8 J6', \ \ / ` / / / 5 I 948.3 I \ I / 7 2.2 rw I �i 11 tsw I 5 sw 52.51 JI \� J 53.6 Jill J / \\ \\ `� / / I l 9x x944.3 52. / °\ �� / x954.5 1 l 94� 1 5Z.1 IT x 0. 1 I !F / x 954.5 x 2 / 53.2 / / \ \\ `� \ 51.3 / \ x 9✓5 .l9 / l o 0 947.9 I X15 x 944.4 I 1 \ J I I '1 \x 953.7 \ -► / / x 2 )/ / I I E / \ \ 954.2 51.4 x 956. �� -► `� �/ / 953.3 i / x 952\6� \ \ 9y - .I 3 95%,PJ // I 4 .9 x 944.8 x,944.4 / 945. / v \ I `4 ' - X442.8 / I /1 194 \ \ \ \ (x o o /�.o -�\ �� `� x954.5 4s.s / / / � x 93 I 4 FT WROUGT / I \ n \ \ \� / 954.x / / / \ I IR04 FENCE I 9 42.6 \ 94J 6 x 945.1 ( / - 2.5 \ \J J - - - -- 49.8 \ \ I \ \ 61 \J -\i / o - x / W _1 � 4 I / _ - 53� o 3 �l I x 948. 945.6 z \ 1 5 \ \ \�' �- �,p - _ WET_ 43 \ 947.6 I I 1sw \ \ \ 2 \\ J� �5'3 X953. x -1 ' �� - -- - h / ' / 497 T 142 I + 52. l r� x 952. �' - CJ - - 9 .7 i -®' - - 1.4 1 I rO 1 2. 'A \ f x 45 1- W 942.5 I I ` x 9 .6 \ Ooh \ F \� F o o D^T� 'HW- - %450.6 951.2 - 8 / 2� / / 42.6- -948- - 947.8 J 1 � ` �Q \ 4 I 1 \ \ _ ' x 49 - - - WET-141 1 ' V 49.1 B 942.5 \� I \ \ \ \ T ENCN -> 1 DT INV. = 50. 51.9 - - __ 951.1 x 50.7 52.5 / / 42 i- - - EDGE // 945. x 948.2 \ \ \ \ \\ I \ \ \ � 51.4 DT INV. 49.55 - *� 951 �/ / r� 1 I \ \ 9 \ \\ \ \ x 945.5 945. I \ \ \ \ \ \ \ < 52.1 51.2 95 50- f- _ / WA T I 1 942. '9 4.1 \ \ 4 ' \ x \77 \ J 52.3 \ 52.4 J6+, DT INV.= 49. 81NV. - 01 ° - ® 50.6 / 9' ��46 ( 945.6 \\ q 79 \ 1 I x 948.1 11 \ \\ \ \ \ \ 945.6 I \ \ 1 rw \ \ _ 952x / ° ° 51.s 1 _ _ So.sJ / / 9`42.7 --943. ►WET 14 / \ p K 9 \46.6 \ \ \ 1 \ WET-54 I 49.1 eW \ 52.1\ ��_� x 948.2 _ - 49. / \ \ \ \ v >�47.7 - l_ _ 11 \ ° _ 50.3 WET�48 9 I 943,3 \ \\ \\ 1 I / \\ \ �` 951_ MITI \E !� DT INV. 48.0 _ -- -_ -- p �- -� - -- // X50.2 //� ` - _ - _ _ < r \� \ \ I I - 9S - x-948. - 50.3 - 949.0 \ 44.2 5' I \ 9� .6 945.2 / \ sz.o \ -� / / 947.5 � 948. C / \ I / / 4� w 946. 9, F x 948.6 ' '1949--o 19475 \ \ R E \ / 9�2. �946� \ �� 9v 9�9 ` / / E /t 4.3 ► 944. /� 44. \ \ \ 51. s rw 51.0 TW \ 5, 948 51.5 \ 50.7 x g U 3 J / / xt \ 481, \ 44.0 O \ \ 945.3 x.1 ew 50.5 sw x 947.1 - / ` 99�� - - 95 / X948.4 / I 946.6\ I/ WET 133 947.5 g 44. ► x 94 .7 �x9- - / DT INV. = 48.00 / I \\ \ �47.7.� x 947.7 ► \ \ \ 945. \ st \g WET-53 \ \ \ 47.6 44.5 \ / X347 / 1 I Ni 144.6 -\ F� ��0 6\------ - - - - -- \ C - x -� S / WET_48 - -� I\ �� - -r -III / T 138 / \ - 47.5 44.5 x 9�j �/ 947.4 �1 I is 946/11 9 47 8 94� / \ \ � 94 � 42.9 ��\ �� - -_� _ �� °/ x947.8 �' I //WET-1 32 � 9 7.4 \ �_ _ 9 1 �) 946. _` T ° ° 947 5 II o`�i I / / 44. 944. �'( WET / 48.8 WET 137 946.8 - _ - 5 2 W \ l EDGE OF `W\T_52 .5 ME \ 46_6 ME - - - - - - - - - - - - - - - - -�' - -"947.0 /l I l / \ 944. \ L 43.0 TER \ 946. 47.2 - - - _ - - I Ar l WET 13 94 � \ 5 \ -� x 945.4 \ `- - - - WET _51 - - � WET 49 � � 44 0 / � � x 94Z1.i� 4 � I )KT1_11 WE _12 \\ 1 y\ \( --- - -�V /o I \ x 945.8 ( 94648 946.9 \� \ �\ X \ \ W 43. \ It 946.6 I \ \ i ` �\ 94W�.4 °j ' 9 1.6` �s 944 7 x 945.7 2.6 g \ 7 I \\ - 464 \ x `\ 4614 1�G, O o; W \` SOU EDGE R EK D GE WET 940. 94A 20 9 4:). F 945.2 945.4 945.6 S x 945.4 P` G x 945.3 945.9 * 945.5 945.6 945.9 WET1 _9 ► 1 X1945.8 945.2 1 145.5 1 1 945.9 1 x< � x 945.1 EDGE WET1 OF x 945.1 TREES WET1 x 945.2 xQ4ri4 W 945.2 ` WET1 _1 \ WU$-S 8 SHEET NUMBER (BOTTOM) 145.2 x 945.6 EXISTING SPOT ELEVATION 945.3 x' \ 945.5 - 43.2 46. 46.6 ME 946. 6 6 \ \946.T - - - - - - - - - -- / � 9� 6948.1 / / � � -949-0-) 946.8 aa 941 9 5 �- WET-50 g 2 / \ 4 � 44.6 /� X948 9 3 % 1 W �� g 6. 42.6 ~ W 94 � l \ / W 943.7 j/ I \� /y 49.9 4' \ 1 \ \ w 42. / -\ x 946.8 x 9474 � // 4 Wi 9 6 I 949.9 95M -1 946.1 i \ 94A\ 943. W , \ 942. ` x 941 // 9 3.9 947.1 \� 941.7 946.5 \ 45. 946.6 \ \ x 947.1 8.0 x 952.8 \\ 94\ l5 9 1 \ W 4' 2.3 �` '7 \ \� 947 9 946 �4 .8 T_1'��48.6 I \ A26' 49., 945.8x 946.4 946.6 94 .3 // /949.6 I 9� 95 .8 \ / / W \ s 947.0 1 \ T x-A4�� ,46.2 I' 948/ 49.94 /P' / x 953.3 ` \ \ 95 .9 I 9�! /' / / G� / \ \� X46. 943 5 ,� 942.0 W 946.5 1 44.58 946. 944. ®42.9 \\ W / W 945. 946.4 946.1 x I \ 43.1 �Ic ~/ W 4 9 6 //► 949.2 / 951.4 // / _ -" \\ \ \\ �\ 948 943.2 946.5 946. 942 `- 1 / ��o / 53.1 I x 946.8 W 47. / j / x 945. 6. 94 \ 1.3 943.1 I W 94 . 951.4 5417 1:`(9 f5 _2 W 94 x 946.6 x 846.3 1 W \ ,5 I U 94 947 1 '�� 948_3 '(��5 9.8 %"'3 954.9 948 x 946.4 I 5 x 944. 1/ A 3 i I � `�jO. W 4 �4\ 9 4 `` I� 946.1 946.7 942.9 W 44A.7 94 1 I ✓ ��G� 950.2 // / 952.5 ST I x1 Y 945.7 / / \ _ _ _ 945.91 - - - - W 947.pi)94�. / WET1_' 2 41.9 W/ /� ET25 946. 946 4 `\� i��, 949.3 / x1-51.7 / / 954.2 /%F \1 \1 \ WE T2 - - -946. J} - - - - - - 50 94; �9 x 949.5 x 95P.6 // / �� 955.5 955 ?�� \ x 945.6 945.6 E1 x 946.0 WET27 46.8 948.4 / / 4 945.6 Q:) A V 9 946.2 94 9 50.1 945.3 945.4, 945.7 -995.7 -94-7- _x 945.7 -- - - --7_- - - - - --./ - - - - -- 947 - -- _ 949.9 946.5 ! 48.9 x 946.1 / 2 94 \ 9 x 946.4 x 9�" 0 9Ar�g.2 x47.8 5 x 949.2 - -- -�� / - 948.1 / 0 0947.0�6 Pbp / 948.1 948.7 - - 948.6 948.3 - - \ \\ I\ x 9.9 // 955.6 x 9 41 951 1.7 / x 54.9 956.0 955.7 � I \\ I \x 95 954.1 955.8 .4 /x x 5 51.0 // x 952.3/ / 955.7 955.9 x - x'956.1 ` \\ 95: LEGEND 1 REFERENCE KEY TO DETAILS C8.1 DETAIL I.D. NUMBER (TOP) N SHEET NUMBER (BOTTOM) 950.5 EXISTING SPOT ELEVATION -- -�(� -—EXISTING CONTOUR 50.3 -' PROPOSED SPOT ELEVATION 950 PROPOSED CONTOUR 0 Z 19SB -3 SOIL BORING < < PROPOSED DRAINTILE (6 ") NOTES: 17 20 C8.1 C8.1 1. REFER TO SHEET C0.1, TITLE SHEET, AND SHEETS C4.1 AND C4.2 GRADING AND DRAINAGE PLANS, FOR GENERAL NOTES. 2. ALL STORM SEWER PIPE SHALL BE PVC A -2000, WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C -361, UNLESS OTHERWISE NOTED. 3. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION. 4. REFER TO SWPPP NARRATIVE (SECTION 31 25 00) FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 5. ALL 6" DRAINTILE (IN FIELD) SHALL HAVE 0.5% SLOPE (MINIMUM). 1 1 PRELIMINARY DRAFT AGENCY REVIEW Z a J Wa V♦ � J U co IL M M N p C >. ti vE N am E ° rn �'-v vrN 0 0 Z m rn L �a� O 0 CL U �o C m .- 0 } 3 rn Ecaiy 0�It a o o U 0:: Z a J Wa V♦ � J U p m - M C >. N vE am E ° o0 �'-v vrN � -gym w } L �a� O 0 CL _c o }ate 0 Ecaiy 0�It 0-0 4- Q in � U-0 c o 0 M N 0 _j m U� "v •- t 0 m N o C7 Z am -� cl)0O r m L 3 U r 0) m - 0.0= 3 o w Z v O v W � M F_ V I.L U� a 000 C7 cl)0O � o 2 0 Cj) W Er M � UQZ O =viz °.'Z Paz W -spa W�� a ;0 o �o O O Y LL J00 U w h L M n W Z O F_ V I.L J a 000 cl)0O Z O`)Z 2 0 Cj) W , U) O M � UQZ O =viz °.'Z Paz aa-� -spa W�� a ;0 o L O O Y LL J00 o W W Ma W O N � o Lo V EROSION AND SEDIMENT CONTROL NOTES: 1 \ � I 94.1 J I \ \ 9417 \ \ \ J 947'. f/ x9 48.4 \ \ \\ \ Ste. 1. REFER TO SHEET C4.4, GRADING AND DRAINAGE PLAN SOUTHWEST, FOR GENERAL NOTES. _ ., a- a- 49.6 \ 47.4 \ c+7 \ \ \\ \ �/� N o B 94.16/ \ ✓4�B 478 ° \ \ \ O� s� so.s 2. AT EVERY CATCH BASIN OPENING, PROVIDE THE APPROPRIATE SEDIMENT CONTROL DEVICE (SCD) PRODUCT FROM THE Z: / 94* x\ \ 941.8 5140 3 FT ARBED\ \ �\ FOLLOWING LIST AT STORM SEWER INLETS: `� \ \ \ 949'. WIRE CE \ \ _ o 944.1 4 9 x9.454 \ J -$' A. ACCEPTABLE PRODUCTS: \ I \ \\ \ I 469 4, \ \ QQ 1. WIMCO TOP SLAB MODEL RD 23 FOR USE PRE -CURB AND CURB AND GUTTER MODEL CG 23 FOR USE 944.0 I \ I r x94 5 \ �9> 515 FOLLOWING CURB INSTALLATION FOR CATCH BASINS WITH NEENAH R -3067 CASTINGS. 44'4 944.2 a x944 \ \ (��6' 2. WIMCO TOP SLAB TM MODEL RD 27 FOR USE WITH NEENAH R -2501 OR SIMILAR CASTINGS. z y \ \ \ 941.7 11 x 945.0 - WETI I � \ / \ s \ \\ 41.1 3. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED LOCALLY BY ROYAL ENVIRONMENTAL SYSTEMS, •�- m >1 0 wET1_7a x944.3 I x44.18 46.3 > •1 \\ \\ \, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED (NEENAH R -3067 m ; m'ul I \ 944 \ \ 11 \ �� \ \ 525 \ CASTINGS OR NEENAH R -2501 OR SIMILAR CASTINGS). SCB'S SHALL BE EQUIPPED WITH FRAME AND o o m I \x9139 4181\ 9414 \ \ \ x e° nf, PERFORATED SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL ONLY, a o o v w x9447 `- Jll WITH A GEOTEXTILE SOCK. III x9455 .��..... I WIR FE CE x94. I \ 54.3 NOTE: EROSION CONTROL MEASURES RELATED 4. ROCK LOG DISTRIBUTED LOCALLY BY BROCK WHITE COMPANY, ST. PAUL, MN (651) 647 -0950. ROCK LOGS /45 I \ \ »� 1 \ 6 n �\ \ 537 SHALL BE USED ONLY FOR CURB INLETS AFTER PAVEMENT (BINDER COURSE OR WEAR COURSE) IS �I 941.4 x F 9 x TO THE FUTURE PARKING LOTS ARE PART OF x944.3 9.1(� I I \ -° � 462\ ` i°y�� o R. I ' / a5 520 �' '�Y54 INSTALLED. ROCK LOGS SHALL CONSIST OF CLEAN, OPEN GRADED CLEAR ROCK (1.5" DIAMETER) ENCASED IN x9451 944 \ 1 2� x9 \�94S \4 452 0 / x918 3 THE ALTERNATE WORK (NOT BASE BID A GEOTEXTILE FABRIC CONFORMING TO SPECIFICATION 3886, TABLE 3886 -1 FOR MACHINE SLICE. EACH LOG \ T C 5/ / \ _ 546 SHALL BE APPROXIMATELY 5 INCHES IN DIAMETER LOOSE PACKED IN SUCH A MANNER TO ALLOW FORMING TO 9.� \I gp.8 \'\ I \x =^ / '' S18 s \ \ ,� CONSTRUCTION). SOIL OR INLET PROFILES 4,6 OR 8 FEET N LENGTH. THE SIDES OF THE GEOTEXTILE LOG SHALL BE EITHER LU Z Z a 94.1 x945.6 `• ^ °' 45.1 x g•46V5/ x 950 5 h i9�' / / I \ l x95o :r * FACTORY HEAT SEALED OR MACHINE STITCHED WITH TWO ROWS OF THREADS, CONFORMING TO MN /DOT O �_ 0. I x9 . x94as / I x9411 941 \4A7 \ I A ` ' E / 5 \ 52.7 x \ oz's �, 3733.2D. MINIMUM INSTALLED THREAD STRENGTH SHALL EQUAL THE GRAB TENSILE STRENGTH OF THE Q x944.4 �} ` ,`' //x461 \ III q, ' x \9 - .1 \ \ 553 ��o GEOTEXTILE FABRIC. THE ENDS OF THE ROCK LOGS SHALL BE CLOSED WITH A 50 PSI ZIP TIE, OR HEAT Z x9452 \ x94% SEALED OR SEWN AS PER GEOTEXTILE LOG SIDES. (n 941.8 I I ti .9 \ x94,68 \ 0 945 \\ 941. 914241 \\ 4 // x9 .6 /� �sh.7 ' ` xs�56 5. DANDY BAG® OR DANDY BAG II® DISTRIBUTED LOCALLY BY BROCK WHITE COMPANY, ST. PAUL, MN (651) J LL! �i -11 \ X" WEr-F- / // 9 ' 4.6 \ \ 647 -0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER PAVEMENT (BINDER COURSE OR WEAR J 946.9 \ \\ \�I 1 \ \\ / I/ e 56.2 COURSE) IS INSTALLED OR AT EXISTING INLETS AT PAVED AREAS. O LU Z 9419 \\ I x9 x9455 \x94621 ( \ 54 \ \ \555 \ \\ 6. OTHER DEVICE INDICATED BY CITY STANDARD DETAIL. 0 a J 141 x9 0 0 '8 / J 951.3 \ I ,� . �4.3 ' \ \ \ \ 3 ` ri x 946.7 / \ \\ 941. \ x 944.8 x94 8 `fl,r6, 50.1 x / ,/1,� x �` / 947. \ \\ x444.3 \ \ \\ \\ \\ \ 996 rn l / 951.9 �g .4 I g564� �54,1 55.2 \' ° ssB \\ 3. REFER TO SPECIFICATION SECTION 01 89 13 FOR THE FULL SWPPP NARRATIVE. Cn a' / \\ C 9J 6.F / \ 95 .5 55. a \ 56.2 \ \\ 51 x944. \\ RFF \\ \\ x •6 \ WEIR'. I F 999 / 53.6 546 1155.9 \ \\ \ 4. CONSTRUCT TEMPORARY SEDIMENT BASINS AND SEDIMENT FILTERS AS NECESSARY TO CONTROL EROSION. MAINTAIN x947.3 / \ tIR1iR I \\\ \ \ \\ x944.6 \ I 11951.4// I I ' x956/ \ I \ x9 \\ AND REPAIR SEDIMENT BASINS AND FILTERS UNTIL CONSTRUCTION IS COMPLETE. REMOVE SEDIMENT FILTERS AFTER 1-948. \ I 941. \ \k 944.0 \ l WET1_62 95�s \ VEGETATION IS ESTABLISHED AND REPAIR SEDIMENT BASIN AND FILTER TRENCHES. / I \ \ \ \ x 9 6 _ \ i / / \ x 9 5 x 55 \ 1 57.1 \ 57.1 �o 945.6 x 9451 9 941.8 \\ \ - _ X944.1 \ *°V \ \ i moo+ °i \ \ i 1 \ 566 a� � \\ y- / I I \ \ 1 II i .9514 \\ \ 11 \ \�' � � / 956 \ \ 9sa\ �\ `9 ?\° 5. PRIOR TO STRIPPING TOPSOIL, THOROUGHLY DISK OR ROTOTILL VEGETATION (TURF) INTO SOIL. 3 \ \ 941. 9436 ) 1 x 9481 I \ \ 94L8 \ - 94&Al \ \ \ \ \\ x94¢4 h \ \t�s76 6. MAINTAIN ADJACENT PROPERTY AND CITY STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY 'i \ \ \ x 9456 \ x 1 I \ 0] \x 9 1 x 9553 \ .o6., 56.4 \ \ \ 0 0 _N \9478 \\ \ \ / 9 I \ `( \ s x9555 \ \ 9564 \ \ BASIS. PROTECT EXISTING CULVERTS AND DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION E 0. f3- /// I \\ \ x 4 \x9457 \\ 941. 1x91!3.5 l ( 1 °° \ \ 1 \ // 9558 56.5 ) x9 6 \ '4:57 1-\ 9 2 RELATED DIRT AND DEBRIS. L 0 X 49 91 I \ \ x 94712 461 x 9459 943 1 941.9 I I J x 947.2 \ \I /. 95a6 \ 91. 850.9 \ 1 \ \ \x .9up x 9 \ \ \ /1 \ !✓ .c -0 0 to CO 949. I c4�� \ 1T� 1 1 x / \ \\ \\ \ \ 9 F '�d`J 56.0 \ \yv 7. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. L s_ ` \ x OSLO I x �8 11 941. ,b4? x 9458 14 5 / E d I /! \ 52. \` 2 56.0 p 1 d 1 \ 1 x 943 •A S 56.6 .3 957. '}�\ t O t N .- �� I \ I \ 44• 1 Il I I \ / 4 �y 950 /x95.9 - - 96. x9 \ 8. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. ,- y- 0-0 x 950.3 9.) / .946.3 \I x 949. 1i 1 941.8 III \ \\ \\ \ \74 I `'4911. - �nB 949 \ 957 x 954.6 / 55,2 \ ` \ x 95 •� \ \\ 0 C 0 3 950• I / / II I x9447 \ - \ \ \ 5•R9 x 'qsS �' 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF FILL AND WASTE MATERIALS TO t 0 0 0 - 951.0 I x 9 11 941.9 \ 949.v \ 9 sa.a 54.6 \ \ m 0 - 9 I X948 : .1 50.3 / / \ BE HANDLED AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON v -o c 0 0 x 946:1 / 944.'\ � \ \ l � j � � \ � x \ \ - � \ \ 56.0 \ \ \ ' O J N M ,g weg �(\ l s 51.9 50.7 - \ xg THE DRAWINGS. COST OF IMPORTING FILL OR EXPORTING EXCESS OR WASTE MATERIALS WILL BE INCIDENTAL TO THE �,v •- s u1 \4`•� \Ix,B47.? /x94 -� \\ \\ �%� \ T�85 \�\ \\ T1 _83 \ \ \.3 \� -� �`` ? x9 5 \ \� \ \ e/ \\ m x951.4 / \ \ \\ / \\ \\ 1A 945.0 \ > \ ,_J. , \ \ yy� \ CONTRACT. 0 to i •_ / 952. \ \ \ x 94.x4 x 94LB � \ � 40.5 Civ - - -x 95 .�5. • 515 \ \ T L a / \ \I 944.2 \\ \ \\ \ ° \ ' 946.5 S \ g0\ 952.6 \ 53.5 \ \ G,/f \ \ t m / x 1 9453 V \ \ 1;. 47.11 \ L \ II \\ 941. \ \\ \ \ \ \ \ /tip \ \ 10. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS OTHERWISE NOTED. _ 0. N = 3 0 \ I I I I I 94T \\ \ \\ k94S 1 \ \ 946.3 \ \ ,7' 53.2 \ x \ 9�k \ O G \ x9525 \ I I I I x9443 x949 ;\\ 941.5 \ \\ x9453 WE71_64 � _ \1x947.! .8 11 4r, 9504 \ \ 53.6 °952.6 x \\ \ `x956 \ \ 11. ALL DISTURBED AREAS OUTSIDE FUTURE BUILDING PADS, OR AREAS WHICH ARE NOT DESIGNATED TO BE PAVED OR / 953.41 \ I I III \\ x944.4 \ \\ \ \\ 9u' x9454 RRES \ `\ 48.8 a \\ x951.3 x951.6 \ \ x952.4 x9s2� \\\ \\ \\ RECEIVE AGLIME OR SYNTHETIC TURF, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. C7 N o' N E X.9 3 \\ 941.9 is 9 \ \ x 9578 \ \ � tl- `� 54.3 \ 12. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 30.1 OR 30 SHALL BE UNDERSTOOD TO MEAN 1030.1 OR 1030D. \ \\ 44.4 \\ 8 x9456 94541 \ "as.s � \ 9553 h x 946.0 0 9469 \ \ \ x 952.5 54.5 x 9533 941 \\x /9C_ - % x9463 \\ 948.4 \ \\ \ x6. s x42' \\ \\ \\ \ 13. CONTINUOUS DEWATERING OF THE SITE IS CRITICAL TO CONSTRUCTION OPERATIONS. CONSTRUCT DRAINAGE SWALES N e 953 1 / 1l \ , 51.5 \\ 9 x951. 9yA 548 -- J \ 9 \ AS NECESSARY. REFER TO SPECIFICATIONS. •' f�� 9+123 \ 944.9 x 9455 \\ 941.8 \\ I x 9447 / \ \ g4�.9 / / B _ \ _ x 949.? -950.4 / / x 9531 q� ^ 4 X 94J.5 x`946.1 \\ \\ x 944 1 \ \ x / 8 / \ �� 47.9 / x 951.2 / 14. IF GRADING OPERATIONS ARE SUSPENDED FOR LONGER THAN 15 DAYS, DESPITE REASONS OR CIRCUMSTANCES, ALL 2 W x 9514 / 1 I \ 1 \ x 7.3 /x 953.1 53.4 \ 9552 � \ // \\ \\ •9 3x .6 / / / / 9�� / .4 536 \ \ \ AREAS OF BARE SOIL EXPOSED TO POSSIBLE EROSION SHALL BE SHAPED TO DRAIN WITH MINIMUM POTENTIAL FOR U 952.7x1 1 x9517 \ 511 yI I\ \� \\ xg414 x 7 \941.8 \ 944.0 1946.0 ° Qf / / / / "" - / �.� x953.4 x9 6 F \ °_ �9 o \\ \\ \ EROSION. THE DISTURBED AREAS SHALL THEN BE SEEDED WITH PERENNIAL RYEGRASS AND ANNUAL WHEAT AT THE • xP 1 I I SD948' x8I�3 / /' \ \ x9.4 52.0 �j �5 % x851.1 x952.5/ 0 gs4 \ 9558 9 \ RATE OF 10 POUNDS PER ACRE (0.25 LBS. /1,000 SQ. FT.) AND 20 POUNDS PER ACRE (0.50 LBS. /1,000 SQ. FT.) RESPECTIVELY, \ / \ 951.8 949.2 x951.4 \ \ PP x9 .� 1 I I I I `-/ \ / / \ \\ .B / / 94.x0 x9 1.5 % y 52.01 x / x951. / / '� 9 952.9 THEN AND COVERED WITH STRAW MULCH AT THE RATE OF 4,000 POUNDS PER ACRE, DISC ANCHORED. U / � x 946.5 � / / II \ \\ 941. x 944. 9 / x 94.17 � � ; x s / / / x 954.7 x 54.8 x 95 I \\ 9551 \ \ a / 952 I Icx \I II / I BARBED 1WIRE j52 / 1-1 / I \ 15. TEMPORARY BERMS, DIKES, SLOPE DRAINS, OR SEDIMENTATION BASINS SHALL BE CONSTRUCTED THROUGHOUT THE / / I x 9 6 948 9 941.0 / 4: 52.1 / x 952.2 \ / 53.2 6 \ / I / / II ii / /J FENCE i / / / \ I ( / x9514 37 , 91433 \ \ \ COURSE OF CONSTRUCTION WHERE THE POSSIBILITY FOR WATER POLLUTION (SEDIMENTATION) MAY EXIST AND THE N 53.2 x 951.8 y 96� ,1 955 \ x952.4 �I / \ /, _J 52.8 / 53 /� , \, J 9 - -- \\ x9557 \ PERMANENT EROSION CONTROLS (TURF, PAVEMENT AND STORM SEWER) ARE NOT CONSTRUCTED OR COMPLETELY 520 I / II ° - / - 530 4/ -1952.0 / / \ OPERATIVE. Ln - - - - WET7�, I / \/1 I x 9 / / - / / \ §5" 52.4 \ \ \ / 951. 1 x t5 791' / d' I 941. I k 944.3 40 52.2 1789 / / 53.4 / ' `\ 111 "' I x9.44.2 9 B l l 52.4 / / / 957 ,�x 16. ALL EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL OTHER MEANS OF PERMANENT CONTROL SUCH AS TURF �• - _ / I / /x946.2 / / \ / I 11 I r ./ / / 53.7 \ / / 9 �s.s 9 c. • .4 J £DOf o� 52.2 / ! /// x 957.5 9 9 95RB \ x94 0 \ I WAFER s 52.3 / x9514 / \ \ / / / \ ` / / / \ ,' \ ESTABLISHMENT AND PAVING HAVE TAKEN PLACE. THE CONTRACTOR SHALL MAINTAIN THESE DEVICES THROUGHOUT O (� / 11 R�JE 4^ 7B / / 53.41 x9 q 95x4 THEIR TEMPORARY LIFE AND REMOVE THEM AND WHEN SO INSTRUCTED BY THE ENGINEER. REMOVAL OF EROSION S - / 5 / /x 952.1 53.9 x`951 7 x 54.9 \ 479 // �,�o x 1 9 �1 11 ^ 7 / / \ °\\ \ 3� /'A x 955 7 \\ CONTROL DEVICES INCLUDES RESTORATION OF AFFECTED AREAS. MAINTENANCE AND REMOVAL WILL BE CONSIDERED 94•' 11 \ 844.1 x9154 / v /x 1.2 / { \ 53.7 / / p1 .2 I ' / I 94�rS \ \ \\ 911 \ INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE MADE THEREFORE. SILT FENCES WHICH �s4 U Q ZX949.5 //9159 941. '� 7 x9.1.5.6 x9453 / / / // / / / 53.8 \ / / x957,1% x I / ' / I / / / x9484 \ \ \ \ \ "I \ \ HAVE WASHED OUT SHALL BE REPLACED AND REINFORCED WITH ADDITIONAL STAKES AND BACKED BY SNOW FENCE TO o / x954.3 9585 x953 x� �` \ \\ \ REDUCE THE POSSIBILITY OF FUTURE WASHOUTS. / 948.8 4 955.0 \6 \ \ \ 9556 / 1 / 7.2 <v / I I 5 0 U U Ctl / � 1 42.5 / / x 953? I x 95TH x 955 \ \ x 9481 \ \ 951.0 1 / / xx ot� / I / 11 1 ^ 1 / / s3.s , 1 x 9537 \ \ 0 / 1 / x 9484 FOL \ \ O ~ J / x947,8 - - _ %_- 192 17. EROSION CONTROL DEVICES - APPROXIMATE QUANTITIES: x 944.5 // �, x 944.5 / 53.6 ` \ I \\ \x\•q / \ 946.4k 1x// / x 9459 x 944.5 1 1 / l 9531 I 43.4 \ \ I \ \ / / I N2\ 9554 \ _1 w on 941.6 \ 17.1. Silt Fence:1,050 If / / x9448 ^ 525 x9\3 / \ \ \ 17.2. Sediment Logs: 130 If U a ^ \ x93 9 I / 9483 \ \ w � '. 946 / x1/ x9443 1 1B" 852 53.6 I so 17.3. Rock Construction Entrances: 1 ., x 918.6 x9156 t1l / 942. /v / � x 944.4 1 g s�, rw 1 x .7 / x 954.5 2 / ss.z 9 % \ \ \ \ \ x 954.? / / ( 9559 946 941.5 944.9 \ I I ^ x9517 \ \ / / \ \x 954.2 ~ \ 5,.4 x 9 `n / x / ? x x 944.8 x 444. 4 / 945 \ 1 \ I I v �5�4 \ \ / / j / x 952.5\ \ \ \ •� 3 9/ / I 514 AY 1 R R I \ \ \\ \ e / 56.3\ - - / o � � 1 - l ' 9 / - \ 46.. / I 4 Fl� WROUGT says 1�5x G 1 942. \ / N 2.8 \ y 53. i / x 9458 y 942.6x.S4s.7 i �4 / \ � \ Yom' ' _ \ \ - x 954.4 ss� / / / x949.3 IRO FENCE \ \ \\ gAb 9458 x944.9 1 942 942.5/ ° 26 \ x9451 / 2.5\\ \ \ - / / - _ \ \\ 49.8 _ \ I I 9 EROSION AND SEDIMENT CONTROL - OPERATION SCHEDULE x915.5 WET1�2 944. 945. I \ \\ � x9 \ \ \\ O / k 43.29 \ \ , ew .5 \ \ 953 - - I p7v _ - - \ \ \ ° IA4T 43 _ 42 I I A 940. 41. / / \ 42� I 6.z i ° \ x 952.9- - - x x 952.7 r \ \ I �\ \ ` \41.5 111 4 I x9z 5 5 \\ - �/x95a6 x gB \\�� E - SSG " / rq�9_�4� WETV41 I II �v 95a1r I \\ x956. INSTALLATION REMOVAL x 9 .7 J n - \\ \ \ 425 e \ \ 52.5 ,!� 51.4 - � x 951.1 50.7 / x 9482 O� cb \ 956.2 x 944.5 / .0 x 915 // 940./9439 x 944.4 x 1 3 I \ \ \\ \\ 52.5 5Yi 1 9y 51.4 - =951. EncE�r I cfl � \ .5 815 \ \ O �•�- 52.5 52., • 512 95 50 " f/ \ X94\ WA ( \ � � x954.4 1. SILT FENCE INSTALLED PRIOR TO ANY GRADING/ SILT FENCE SHALL BE REMOVED Z l �/ �`?0 841.0 1 I \ \ 142 942 •YS B I 542".3 52.4 / ' 0.6 +46 9456 \ •474 1 x94al \ x�5Le CONSTRUCTION, UNLESS OTHERWISE FOLLOWING ESTABLISHMENT / Q ZX / I / \ 8.45 " " "� / 9427 43 944.6 9452 / //x846.8 \\ MET5 nN 52.'\ \ �� " / x9481 - 50.6 .49 \ rte\ ' ' _ NOTED. RESTORATION OF SURROUNDING 9�,g / x 94 3 \ " " - _ /50.2 / - _ wT �9 \ x may\ x /7 9420 / \ 6 \ 1 •2 \ ` o - - -r� / ` f V VEGETATION. ,d4 .4 g,� 915.2 �/ \ sz.o ° 51 ` ` ....7....: �� "� �y48 F x 918 9W49'' 47 /947. \ 948 44.2 (,` %� x94,K3 ��f¢� \ \ / /> 9,p4 44. - \2\ 53 ��91B 9 o� � ,t �� " " "" " \ 50.7 x9483 �4' °/ / 946.4 �3 947.44.0 E K 44. •3 / 4 FT WROUGT 2. SEDIMENT CATCHES AT CATCH IMMEDIATELY FOLLOWING CATCH BASIN FOLLOWING TRIBUTARY DRAINAGE AREA r� x943.1 / A� �e x944.6// �� g \� / C� \gam\ yyE7 3 �� X9471 " " " " "" �951 � _ - 9 Q B / \ \ T9�+7,� x9�477I / IRON FENCE BASINS INSTALLATION. RESTORATION AND FOLLOWING 70% OF Q� J Q co C / ��" / \ 9 gk/ / s x944.6 F �\ p` 9�s3 "" '�'szxs '- " G �ssrr950 WET_4� / I � _ - VEGETATION ESTABLISHMENT IN 100% OF O H 942.1 / /� 944.4 R E \ lcrf" �\ 942.9 \ \ 97.5 ��..� " " " " " " "�� " " "" - \9 i J 947.4 a 1 i` �1 %�4 `38 9485 O Vi 94 \ g " ^ \ �� " " \ x 947.8 / '^ 4.11 / 9436 942.2 ` / 946.8 \ _ w EOCE T�2 E "- s28 f 74 I THE WATERSHED. V/ = U) � �' 947.5 � 1 / v wET_t32 \ 8 \T WET 137 / � ' M 9- 2 4.10 TER 946 46.. _ 2 _ <.; ., ® 444 ;_9v_ V W U) 94,18 / WE 93 94 7 x9454 VvEzo / , 949YL _ 4 x 944. 7 9 7 /// \ \\ WET - _ 2 .6 / x _ 44.0 94 W481 ' '^ J II- < 9439 - - 946.9 9f� - - - - /_ \, !19 1 +-' 9 9 T1_t1 WE 12 \ I - `. / 4.12 as.sM 946. 916. J O V+ O 0) M .W9 -L s�r.0 / \ \ 1 94618 M.g \\ ` ,\ \\ 8 E x +3 a4,�\ 9'- B NET -50 / \\ / " / 1 Ti3�J< 3. ROCK CONSTRUCTION INSTALLED PRIOR TO ANY GRADING/ UPON ROADWAY PAVING OPERATIONS. Q Z_ O °�>_' LO - / BARBED_WIRE ` \� w \ 6.4. w 7 49.�\ 941.9 / \ \ .0 \ 42. w 943.7 / 50 -� 1 ENTRANCE CONSTRUCTION. V = c/) z / 942.8 / /x914! 7 FENCE \ I 946.6 \ \ 94$ ,4 a ! 915.7 2.6 9 .5 '\ \ w 42. x 946.8 / 949.9 9S�AQ wE 91 946.1 947.5 W V t 5.7 \l W 1 \x.944. " \ 9.4,1 941.7¢ �• 916.5 / x 947.4 /943.9 47.1 \ \� 151 � N -C x944. x 945.6 x 944.1 x 944.2 \ 4 / - OF 9 9� 9 4x B \ 1 W 948.8 942. x947.1 x 947. W V 946.2 Q Z W a >_ 941.7 / / x944.4 \ Tl _1 GF, _ w \ SOUTH E w .7 .6 9 ° 4a.6 0� xg s .s / 490 4. TEMPORARY DRAINAGE SWALES DURING THE COURSE OF GRADING DURING FINISH GRADING OPERATIONS J Q c _mac, _ \ 4. 940.6 OF K 9 0 g , X2.3 '947 9 T_1'S� c � Q < CD 915.8' 946.4 948.6 9 3 / 9.6 942.1 / ED \ x 953.3 s .s BARBED WIRE O 944.5 x 9452 945.2 WET1 _ ° 9 2 44 40.4'• 94 . 14 •947.0 \ 2 94a.2 / 49.9 P \ O w OPERATIONS. AND ESTABLISHMENT OF DRAINAGE _ W o I / 945.0 945.4 x 944.1 GE 942.0 946.5 �F 1 `(Y WAYS. S S x 945.1 OF SEES wET1_ `� 94 9 t. / 446., " "' 8 946 . W42.9 9 .4 a 1v / G / x \ \ \ FENCE LPL �y (,� E F CE x 945.4 P \ 9152 \ W 945. 948.4 \ / 948.4 Y yy�� 951.4 O x 944:7 G R x 945.2 WETt _1 .2 x 946.5 946.8 942. \ 43.1 ! x 49.2 / 53.1 -9- \ \\ \ LEGEND J 46. x 9450 x 945.4 x 945. w 7. / �94Y5/ -9� 945.1 945.2 \ NiiSg8 94 . w 9 x 946.6 x 943.1 9 951.4 \ 5 J Q x945.2 945.4 W x46.3 6.4 E e 3 954.9 54.7 1 REFERENCE KEY TO SITE DETAILS EROSION CONTROL KEY LEGEND T -'1( S /� x944.0 x944.9 x944.9 945.3 '994.2x945.6 x9 .2 S x944.4 944. 9 947 4e.3 E �' •e I .5 s4a.o DETAIL I.D NUMBER (TOP) \M� � / 944.3 945.6 I.Y / /k I \ �dt44. 946.7 )X9 .8 945.3 9 O 948.1 942.9 1N w 94 .1 GE O 950.2 / / 952.5 Srs .31V 945.9 947 fA ( ) 1 x44 .s I x445.3 944.3 9457 41.9/ M5 - 9 /� 948 8493 / 1-51.7 / 994..2 /� , ,` I DETAIL NUMBER BOTTOM D SILT FENCE LU x 944.7 x944.6 x 8 . 945.9 945.5 WE 4 � 5 9455 WE 946.4 _94" - - - / \. 5•� 947.7 \ �/ Py 955.5 955' EXISTING CONTOUR O 1 V♦ E T7_9 945.5 945.5 x 945.6 945.6 946.0 948.4 x 949.5 x 95.6 / i \ '{ R � x 944. B x 945.1 x 945.3 945.6 945. x 945.2 ��,. 4 WET27 948.2 46.8 / x 945.1 x 945.3 x1945.8 945.2 S�OG 945.6 8�•3 9�.3 9�.- 945. 9Rq� 8 a= 9481`x�� /.2 / /aR Bx 47.8 98 �•t / / 7 / / / x 54.9 955.6 955.7 x 9fp4� 941.4 'o,o B HEAVY DUTY SILT FENCE C8.1 946.5 x _ ` PROPOSED CONTOUR 2 C8.1 6 449 - g&'7 - -- x 947.0 477 / / / / 956.0 CD ROCK CONSTRUCTION ENTRANCE m \ �° 1 h 945,7 X453' - - - - - 948. / 951.8 645.5 .r - - / 949., / � / 439 x 944.5 9,1;5` .9 47.0 - - - - - _ - 947 �- / 2 -P 948.1 54.1 955.8 \ \ x944.8 x944.5 1 /" - - - -- _ g�6 4 -- 'Z\ ( x a ' 51.0 /x952• 5. PROPOSED SPOT ELEVATION x94,:`.... x945.9 x944.0 - - - - - - - - 48.7- - 948.3 Jg 955.1 DO SEDIMENT FILTER AT STORM SEWER INLET 1 47.3 / / - - -- 4s\.9�- 9- - -_ \ \ / / / / 955.9x- $6.1 \ 952.9 W ME =MATCH EXISTING x 945.1 x 945.5 945.7 947.6 / - - J / ` \ \ 947,6 x 949 / / 55.5 / 9 .1 \ 9 x944.8 945.9 _ o41 C+'tA1Ia' - - - -�S,L \ ll.3 \ _� \ / 956 r p . . PROPOSED SILT FENCE 1 O EROSION CONTROL BLANKET 3 WI FENCE 1 444.2 / / / \ x 944.8 x 945.1 / / / - - t117�C FE 111 - s - \950.9 �x'95t.1- ..._ \ \ \ \ \ x 95Y6 / 55.0 \� C8. 1 C8.1 \9450 1 �t94�J. / - 957.2 \ \ x / / 9`�• a 954.1 945.9 947.8 / / 8 / � -$ �UB� HA \ �4Z6 \ \ \ \x 953.3` OG� \ 4 _ x944.1 944.4 / i �9$z.a 952.8 /- - \\ \ \ \ \ / 956.5 S� ass; 4 OF SEDIMENT LOG 0 \ x945.7 Ix / / / / -_ 951.7 g2 953.0 - tIN1ENC \ \ \ \ \ \ `� 9\ -❑ []- PROPOSED SEDIMENT LOG 42.9 9 x943.3 447 x944.2 x9 .B 945. / / / // / -- 52.7 / 95.3 c� - 3.2 \ 850.4\ y \ / BARBED WIRE C8.1 C8.1 N I 'ASH • 8 \ 945.8 945.3 50.0 / / 953.1 \ 7'2.9 \ x g4$ \ ` \ tO 957.2 \ x 944.8 x 9445 945.3 y9y4�T517 / 9 7.3 4 .+i / / / �3' / \ .fy�, GRAVEL 6.s. \\ \ \ 'L � 95 ,4 \ \ x58.0 / x FENCE \ \ 944.1' 945.5 g ;5'g -8 x945.2 / / / / / / / 953.3 \ `- �g5,.7 s5�1.a \ \\ \ \ \ \ \ \ \ \ \ \ 956.8 \ 955'6 PROPOSED ROCK CONSTRUCTION ENTRANCE 2 0 x 944.4 944.1 1 / / / / Z17 .a�2.9 x 9 \ 53.0 953.2 953.3 950.4\ \ \ \ \,� \ N 957.4 x $54.4 / / \ \ x52.2 P 3. \ 52.8\ x944.5 x944.9 j // / / P x9530 / ' \ \\ \9'\ \ \\ \\ \ \x958.6 /W \ \\ 51.9 3 vY 953.1 x 953.2 x9424 / C� \ \ 964.4 = _____ °_____ EROSION CONTROL BLANKET \ / 945.3 Q \ 953.3 \ \ / Ir \"� C8.1 x 94.12 \ x 944.6 943.9 4.4.0 �2 / 0 / // / / \ x 953.2 x 953.3 > � \ \ \` x 958. \ ? \ \ / 544.2 S / / / 8��F00 H TN / 52.7 \ \ / �4•, 1 \ \ \ 953.q / 8576 9017.5 \x955.9 \ 952'2 "" O " "" PROPOSED MANHOLE MH 9 x 943 / x g. 7 r/ 942.7 953.0 \ !' x 953.3 953.0 \ \� S \ \ \ x 943.5 \ x 945.3 47.0 / !INK E 952.7 9 952.1 / '4+y g \ \ \R S / .___ -_ \ \ ( ) \ x 943.4 �� 9 5 G OF / / x 9.� // T S \ x 952.7 952.2 94217 \ \ \ -\-\ \ C'� \ \ J 9x8.6 \ \ \ ° x9 ° �\ \x8523 C81 PRELIMINARY DRAFT 4' �` // P \ x953.4 x943.4 x95\' so. \ \ \ w 958 \ s�1 „`` ® PROPOSED CATCH BASIN (CB) 10 \ �O / Or �� / G R / x 953.3 952.8 952.8 9 9 7\ \\ 954.1 \ 957.1 •` x GN; 5 \ 944 4 943.8 952.9 / / x 953.3 \ / \ \ \ \ \ \ \ / / S 840 x 94 LM \� I 1 x 944.1 94812\ x 95� 1 x 953.6 \ 6 F00T CHAIN' 953.5 \ \ \ \ \ \ \ \ \ \ x 958.2 �` 9 0 w 953.8 } ■942.9 1 x94.14 It LINK FENCE \ \\ \\\ \ \ \\ \\ 57.8 \ \ QO EROSION KEY NOTE AGENCY REVIEW / I Cr1 �' / 952.5 952.6 953.0 x 953.4 \ 9 :\ x 50.15 \ \ \ \ \ 1 I 958.6 I \ \ s C- ASH \ • 94.12 x 943.5 /` 942.9 943.7 x 49. ^c I --- \ .. ^-' - x 953.1 \ 953,10 \ h-8 F'ooa CHiUN\ I x 1 \ '� . •.9777 \4943.6 ; 943.0 x 943.1 I / / - �/ 953.1 l I \ x 958.9 �s7.6 °� N M f\ 1V �0) Op w w m on IZ C� M lit Q M N O z m I� I I I I I I I 1 I I I WET1 65 :i L WET1 _64 / / / / / ' WET1 _63 �5 ARE BARBED WIRE FENCE SEED MIX #2 AND MULCH I / / / WET-57 irz' MAIN l = MAIN WET_60 _ 2 3" 4 2., 3 ' 2„ I �., 3„ � 2 "G Q 1-1/2. LEGEND !�a- a- p N N N O 1 REFERENCE KEY TO SITE DETAILS Cs.3 DETAIL I.D. NUMBER (TOP) \ \ SHEET NUMBER (BOTTOM) 0 N \ m C \ \ 4" MAIN IRRIGATION MAINLINE 4 m. \ \\ \ (NUMBER INDICATES PIPE SIZE) o 0 0 m �� a OpUO! ► _ =.MAIN 1 1/2" IRRIGATION PVC LATERAL PIPING ftft ► � _ _ _ 0 c \ \\ \ (NUMBER INDICATES PIPE SIZE) \ & \ \ ET IRRIGATION CONTROLLER/ 4 9 ,� /v \ WELL /SERVICE CONNECTION: cs.3 ca.3 0 Z \ & ,O ;Z 41 \ <, \ Z a /\\ \ IRRIGATION ELECTRIC VALVES: a \ TOP = ZONE NUMBER \ w Z 3 " 9 ` \ \ \ 3 BOTTOM = VALVE SIZE Cs.3 W ' 1112" \ \ \ 0 SEED MIX #1 \ QUICK COUPLING VALVES C8 3 0 i 3•• \ \ \ ' �'�i2•. p: 6' \ \\ \ N ISOLATION GATE VALVE V WET-58 ' 1-112•• o a I 0 SEED MIX #1 N SEED MIX #2 AND MULCH EDGE OF WET 52 _ - - - WET1 _13 WATER WET-51 IWET1 _11 WE _12 ` I I ` W I ` W I ` W _ _ _ _ _ JEET1_10 d WET1_14 W SOUTH EDGE �O�' WET1_ W OF CREEK WE 1_20 WET W S S EDGE OF rRE ES WET1_ G P W WET1 _19 WET1 _18 I I I I I 1 WET1 _9 / 1 I 1 1 / SEED MIX #1 W W W \a; 1 -1/2' W W Tl N r G � � WET-50 4 \ •• t� WET1 -2 ET25 W WET24 � Rq DEL \`L ti^ 1.117 1.117 N. SEED MIX #1 �N N r 1 -112' 0 0 G N N �I SEED MIX #1 2" WET-49 c\v Nj v P \ \ \ \ • IRRIGATION TURF HEADS: Q \ \ \ 1 -40 W/ #43 NOZZLE (FULL /PART) 6 ® 1 SPRINKLER C8 3 �/ Z \ -20 a TRENCHING. SLEEVING (BELOW ALL PAVEMENT AREAS) J C7 a N \ oy \ / \ \ 1 N IRRIGATION NOTES: D 3 \ \ 1. IRRIGATION SYSTEM IS DESIGNED FOR 60( + / -) PSI AT THE BASE OF ALL HEADS. NOTIFY ENGINEER /LANDSCAPE 0 L \\ E 0 m 0. < \ ARCHITECT IF EXISTING PRESSURE DIFFERS. L m E f + \ \\ N y m .0 0 v N \ PI GALLONS PER MINUTES. COORDINATE WITH WELL CONTRACTOR AS REQUIRED. +- Q SEED MIX #2 AND MULCH \ 3. LAYOUT WORK AS ACCURATELY AS POSSIBLE. THE CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO THE �- O Q4- O \ LOCATION AND SPACING AS NECESSARY TO ACCOMMODATE ACTUAL FIELD CONDITIONS. HEAD LOCATIONS U W U) o SHALL BE FLAGGED AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. C N 3 \ 8. ALL MAINLINE PIPING SHALL BE PVC (SDR 21/ CLASS 200). LATERAL LINE PIPING FOR BALL FIELDS SHALL BE 4. COORDINATE INSTALLATION WITH THE WORK OF OTHERS. v -p = a O \ 5. ALL MATERIALS SHALL BE INSTALLED AS DETAILED ON DRAWINGS, HOWEVER, IF THE CONTRACT DRAWINGS 0 J 0 N 0 �► .0 + _ \ AND /OR SPECIFICATIONS DO NOT THOROUGHLY DESCRIBE THE METHOD OR TECHNIQUES TO BE USED, THE m 0-m m W° CONTRACTOR SHALL FOLLOW THE INSTALLATION METHODS ISSUED BY THE MANUFACTURER. ALL SUCH O \ LITERATURE MUST BE SUBMITTED 48 HOURS PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL BY THE m j 0 C %_ 0- rn - 3 0 LLY� ENGINEER. - N W SEED MIX #1 N SEED MIX #2 AND MULCH EDGE OF WET 52 _ - - - WET1 _13 WATER WET-51 IWET1 _11 WE _12 ` I I ` W I ` W I ` W _ _ _ _ _ JEET1_10 d WET1_14 W SOUTH EDGE �O�' WET1_ W OF CREEK WE 1_20 WET W S S EDGE OF rRE ES WET1_ G P W WET1 _19 WET1 _18 I I I I I 1 WET1 _9 / 1 I 1 1 / SEED MIX #1 W W W \a; 1 -1/2' W W Tl N r G � � WET-50 4 \ •• t� WET1 -2 ET25 W WET24 � Rq DEL \`L ti^ 1.117 1.117 N. SEED MIX #1 �N N r 1 -112' 0 0 G N N �I SEED MIX #1 2" WET-49 c\v Nj v P \ \ \ \ • IRRIGATION TURF HEADS: Q \ \ \ 1 -40 W/ #43 NOZZLE (FULL /PART) 6 ® 1 SPRINKLER C8 3 �/ Z \ -20 a TRENCHING. SLEEVING (BELOW ALL PAVEMENT AREAS) J C7 a \ oy \ SEED / SOD LIMITS \ \ U \ IRRIGATION NOTES: D 3 \ \ 1. IRRIGATION SYSTEM IS DESIGNED FOR 60( + / -) PSI AT THE BASE OF ALL HEADS. NOTIFY ENGINEER /LANDSCAPE 0 L \\ E 0 m 0. < \ ARCHITECT IF EXISTING PRESSURE DIFFERS. L m E f + \ \\ 2. WATER SOURCE: WATER WILL BE AVAILABLE FROM A NEW IRRIGATION WELL PROVIDING APPROXIMATELY 150 y m .0 0 v N \ PI GALLONS PER MINUTES. COORDINATE WITH WELL CONTRACTOR AS REQUIRED. +- Q SEED MIX #2 AND MULCH \ 3. LAYOUT WORK AS ACCURATELY AS POSSIBLE. THE CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO THE �- O Q4- O \ LOCATION AND SPACING AS NECESSARY TO ACCOMMODATE ACTUAL FIELD CONDITIONS. HEAD LOCATIONS U W U) o SHALL BE FLAGGED AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. C N 3 \ 8. ALL MAINLINE PIPING SHALL BE PVC (SDR 21/ CLASS 200). LATERAL LINE PIPING FOR BALL FIELDS SHALL BE 4. COORDINATE INSTALLATION WITH THE WORK OF OTHERS. v -p = a O \ 5. ALL MATERIALS SHALL BE INSTALLED AS DETAILED ON DRAWINGS, HOWEVER, IF THE CONTRACT DRAWINGS 0 J 0 N 0 �► .0 + _ \ AND /OR SPECIFICATIONS DO NOT THOROUGHLY DESCRIBE THE METHOD OR TECHNIQUES TO BE USED, THE m 0-m m W° CONTRACTOR SHALL FOLLOW THE INSTALLATION METHODS ISSUED BY THE MANUFACTURER. ALL SUCH O \ LITERATURE MUST BE SUBMITTED 48 HOURS PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL BY THE m j 0 C %_ 0- rn - 3 0 LLY� ENGINEER. - N W M f\ cV �0) 001 w w 0 O p IL � M Q M N O Z 01 0 WET_145 q q r WET-141 LANDSCAPING NOTES: N r 1 EDGE OF 1. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE OWNER'S WATER CONTRACTOR PROCEEDS WITH SEEDING. r � kT_146 1 2. ALL DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE SEEDED (BY OTHERS), UNLESS / 1 OTHERWISE NOTED. WET_140 3. ALL SLOPES OF 4:1 OR GREATER SHALL RECEIVE FIBER BLANKET. REFER TO SHEETS C5, C6 AND C7 VVE FOR DEFINED GRADING LIMITS. / 4. TREE AND SHRUB PLANTING WILL BE ACCOMPLISHED UNDER A SUBSEQUENT (FUTURE) CONTRACT. WET-47 C ' WET_133 /WET-48 WET_ WET 132 \ \ W W W W W I WET_13 / / W / W / W / W / SOUTH EDG w / ET-1 22t, 5 F CREE - �F W W W - � - - - - - - - - - - - WET WET27 12 "PEP 12 °PEP - ` i r � WET_ 4 i ' WET_131 ` WET_135 WE ST oc�A/ �F P� G� C 1 CI PRELIMINARY DRAFT AGENCY REVIEW Z 6. CHECK AND VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO O \ `J" TRENCHING. C7 a V h \ 7. LATERAL PIPING SHALL BE A MINIMUM OF 12 INCHES DEEP AND MAINLINE PIPING A MINIMUM OF 18 INCHES v DEEP (24" MAX. DEPTH). ENGINEER /LANDSCAPE ARCHITECT SHALL BE NOTIFIED TO VERIFY TRENCH DEPTHS a co co W \ X00 BEFORE BACKFILLING. n �I'll,� Z Oc'Z 2 () U W U) o M c UQZ 8. ALL MAINLINE PIPING SHALL BE PVC (SDR 21/ CLASS 200). LATERAL LINE PIPING FOR BALL FIELDS SHALL BE "Ln (n Z Paz O 0 \ U) aa� PVC (SDR 26 / 160 PSI). W° �) TCS 9. ALL SPRINKLERS SHALL BE AS NOTED ON LEGEND. LLY� O N W J0u 0 Maw U 10. ADJUST HEADS FOR GRADE, AS NECESSARY, AFTER GRASS HAS BEEN ESTABLISHED AND ALL SETTLEMENT w W AT HEADS HAS OCCURRED. • 11. ALL RISERS, BACKFLOW PREVENTORS AND HOSE BIBS SHALL BE SET PLUM. SPRINKLER HEAD RISERS, QUICK U " COUPLER VALVES AND ALL VALVES WITH STEMS SHALL BE SET PERPENDICULAR TO FINISHED GRADE. 12. CONTROL VALVE WIRES SHALL BE #10 GAUGE U.F.U.L. APPROVED DIRECT BURIAL WITH THE EXCEPTION OF Ma W o GROUND WIRE WHICH SHALL BE #10 GAUGE. N 13. PLACE ALL VALVES IN APPROVED VALVE BOXES. j Ln c� 14. USE TEFLON TAPE ON ALL THREADED JOINTS. R 15. CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING • COMPLETION OF SYSTEM INSTALLATION. 16. CONDUCT AND DEMONSTRATE TO OWNER THE WINTERIZATION AND SPRING START -UP PROCESS IN THE FALL OF COMPLETION. Q O 4 FT WROUGT- 17. ZONES PROVIDING OVER 100 GPM SHALL BE 3" PLASTIC GLOBE VALVES. ZONES PROVIDING BETWEEN 60 TO 100 GPM SHALL BE 2" PLASTIC GLOBE VALVES. ZONES PROVIDING LESS THAN 60 GPM SHALL BE 1 V SEED MIX #2 IRON FENCE -1/2" PLASTIC GLOBE VALVES. V Ir U ce, AND MULCH (Z� O , ---r WET_144 18. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT NECESSARY TO MAKE THE � � a W ° �2v WET-1 WET_142 SYSTEM FULLY FUNCTIONAL. M / - - - WET_145 q q r WET-141 LANDSCAPING NOTES: N r 1 EDGE OF 1. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE OWNER'S WATER CONTRACTOR PROCEEDS WITH SEEDING. r � kT_146 1 2. ALL DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE SEEDED (BY OTHERS), UNLESS / 1 OTHERWISE NOTED. WET_140 3. ALL SLOPES OF 4:1 OR GREATER SHALL RECEIVE FIBER BLANKET. REFER TO SHEETS C5, C6 AND C7 VVE FOR DEFINED GRADING LIMITS. / 4. TREE AND SHRUB PLANTING WILL BE ACCOMPLISHED UNDER A SUBSEQUENT (FUTURE) CONTRACT. WET-47 C ' WET_133 /WET-48 WET_ WET 132 \ \ W W W W W I WET_13 / / W / W / W / W / SOUTH EDG w / ET-1 22t, 5 F CREE - �F W W W - � - - - - - - - - - - - WET WET27 12 "PEP 12 °PEP - ` i r � WET_ 4 i ' WET_131 ` WET_135 WE ST oc�A/ �F P� G� C 1 CI PRELIMINARY DRAFT AGENCY REVIEW Z O V a co co X00 Z Oc'Z 2 () U W U) o M c UQZ O _ "Ln (n Z Paz U) aa� t W° w � ° o o LLY� O o J0u 0 Maw w W W Ma W o TOM %I.- N o m a� s N OPTIONAL SUPPORT WOOD METAL 1" & LESS POSTS: 4" DIA. (MIN) 1.3 Ibs /If (MIN.) HEAVY DUTY (IF USED WITH @ 8' (MAX) @ 8' (MAX) EXTEND WIRE MESH INTO TRENCH SUPPORT FENCE) SPACING SPACING TRENCH BACKFILL WITH POSTS: 2" SQ. (MIN) 1.0 Ibs /If (MIN.) "T" OR NORMAL USE (IF USED WITHOUT @4 - (MAX) "U" SECTION @ 4' I I SUPPORT FENCE) SPACING (MAX) SPACING OPTIONAL SUPPORT 5' MIN. LENGTH POST FENCE (WIRE MESH) 1" & LESS 1/2" ENGINEERING FABRIC METAL STAKE OR OVERLAP FABRIC 6" AND WOOD POST FASTEN @ 2' INTERVALS 30" MIN. EXTEND WIRE MESH INTO TRENCH W W W FABRIC ANCHORAGE W W W W TRENCH BACKFILL WITH DIRECTION OF TAMPED NATURAL SOIL FLOW W W W W W W W •V RUNOFF wtl W NATURALSOILJ / 24" MIN. BURY DEPTH II— —III Ell III�IIIII;,IIII�IIIIII NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES SILT FENCE ,C8.1 / �1" TO 2" WASHED ROCK GEOTEXTILE FABRIC (Mn /DOT CLASS V) NOTE: PROVIDE WHERE CONSTRUCTION TRAFFIC s" MINIMUM THICKNESS ENTERS OR EXITS THE CONSTRUCTION SITE 2 ""N ROCK CONSTRUCTION C8.1 ENTRANCE 12" 6" m 6" O 4 2 f • • • • • • • . • . • • . • • . • • • • • • �7l O SEDIMENT LOG NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR W 1" & LESS 1/2" I— Y d• W W W W W W STAKE TO BE PLACED AT TOE W W W W W W W W W W W OF SLOPE, BOTH SIDES W W W W 'V�// W W W W W W W W W W W W W W W W W •V _� • W W W W W W W W W W W W W W W W I I W W W W W W W I I SAND DRAINAGE HAND TAMPE m W W W W W W W W W W W W W W VrVVV�QIG W W W W 'li W W W W W W INSTALLATION DETAIL —I 0) 0 —I 1 —I WOOD STAKE SEDIMENT LOG —III —I (n WOOD STAKE TO SAND UQZ Ln PENETRATE NETTING O _ (4" MIN.) Lo Z Paz MATERIAL ONLY FLOW L) aa2 �i BOTTOM OF SWALE STAKE DETAIL 4 SEDIMENT LOG C8.1 4" SLAB AND 6" SAND CUSHION (FUTURE) FINISH FLOOR (FUTURE) FINISH SUBGRADE (FUTURE) FINISH GRADE (TURF) MINIMUM EXCAVATION io LIMITS TOPSOIL 0 1' -0" (TYP) 5' -0" U) > FOOTING 1 (FUTURE) 1 ENGINEERED FILL /UNSUITABLE SOIL EXISTING POORLY GRADED SAND NOTE: BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF ANY FILL. 5 ENGINEERED FILL - DUGOUTS 8.1 DEI 6" MIN C C COMPACTED CRUSHED ROCK OR PEA GRAVEL - 100% PASSING NOTES: THE 4" SIEVE AND A MAXIMUM OF 5% PASSING THE #10 SIEVE. TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. ii PIPE BEDDING - RCP & DIP C8.1 SAND SUB -BASE UNDER TRACK (EXTENDED) HAND TAMPED SAND PERFORATED PVC PIPE z = III =III =III =I I PEA GRAVEL Lu Co �— ICI— ICI —I�� = III =III =III =11 _ _ _ NOTES: I II I III I I I I I I I I I I I III 1 ,I I I I I I I I I I I I I I I I II I II I I II I II I I II I II I I TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. s PIPE BEDDING - c8.1 PERFORATED PVC COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO PLAN FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. 27" �. PRECAST CONCRETE CONE SECTION U O v IT T STEPS ON DOWNSTREAM SIDE I , 3 RUBBER GASKET, TYP ALL JOINTS 5' VARIABLE MIN. Lu m Q GROUT SHELF AND CHANNELS BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 9 STORM SEWER MANHOLE C8.1 METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE "RIM ELEVATION" MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN O PRECAST COVER - RINGS, CASTING, AND ALONG 8" THICK OUTSIDE. .0 .. � STEPS - INSTALL ON DOWNSTREAM SIDE @ 16" O.C. STORM SEWER PIPE - SEE VARIES RUBBER GASKET - UTILITY PLAN FOR LOCATION, TYP AT ALL JOINTS INVERT, AND SIZES PROVIDE FLEXIBLE JOINT PRECAST CONCRETE AT CONNECTION - SECTION REFER TO SPECS GROUT SHELF AND CHANNELS BASES SHALL BE 8" g STANDARD PRECAST 1 WITH 2" LEAN GROUT, FLT_ OR POURED 8" SLAB FL=_ REINFORCED WITH s 6" x 6" 10/10 MESH poi CATCH BASIN C8.1 CAP BLOCK SLOPE MAY VARY V CAP OF TOPSOIL OVER FREE DRAINING AGGREGATE ,C8.1 12 A ° MN /DOT TYPE IV GEOTEXTILE FABRIC - MN /DOT 3733 CLASS III RIPRAP - MN /DOT 3601 VARIES - REFER TO PLAN PLACE RIPRAP AT ELEVATION SUCH THAT FLOWLINE DEPICTED BY PROPOSED GRADES IS MAINTAINED RIPRAP OVERFLOW SWALE PLAN FINISH GRADE GEOTEXTILE FABRIC CLASS III RIPRAP fimm SECTION B - B 1 PA Dal II CONCRETE PIPE TIES ( "U" BOLTS) TRASH GUAth WITH 5/8" DIA. RODS AT 6 N CENTER. FASTEN TO r WITH 3 HOT DIPPED GAL. -I_IPS RIPRAP - REFER TO DETAIL 13 C8.1 "L1" ROLT RFOL1IRFMFNTS PIPE SIZE NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR 6r. 1" & LESS 1/2" I— III — III —III 54" III —III —I 60" & qqkTER I I 1 24" STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY I rn _ + Oy- Q-O 0 I I I I I I I I I SAND DRAINAGE HAND TAMPE m TO PROPERLY SECURE THE BLANKETS. O 3 1/8 O.D. 4) -I —I 0) 0 —I 1 —I W —III —I (n U) 0Lo SAND UQZ Ln O O _ (4" MIN.) Lo Z Paz . w L) aa2 �i Lu LLI a r I ~ U O o Uw O O ~ II111IIII _= 1= III _ = III II111IIII =III= 4I CL � 1Q PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY II I IIIII 11II I I IIIII I IIIII I IIIII I IIIII I III I II APPLICATION OF LIME, FERTILIZER, AND SEED. NOTES: O BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP -SLOPE TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. APART ACROSS THE WIDTH OF THE BLANKET. 3O ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS s PIPE BEDDING -PVC WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE FINAL SUBGRADE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 50 CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPED III AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. y W I I I © BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION. _ Z > =I I I —I —I I I —I I III —III III —III- LIGHTLY N a. MPACTE = p — III —III— O.D. + 2' (MAX) III —III FIL 3 EROSION CONTROL BLANKET W III = III =III 11 =1 11= C8.1 — I I —I — I —I — I —I I I —I I III I I I I C C COMPACTED CRUSHED ROCK OR PEA GRAVEL - 100% PASSING NOTES: THE 4" SIEVE AND A MAXIMUM OF 5% PASSING THE #10 SIEVE. TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. ii PIPE BEDDING - RCP & DIP C8.1 SAND SUB -BASE UNDER TRACK (EXTENDED) HAND TAMPED SAND PERFORATED PVC PIPE z = III =III =III =I I PEA GRAVEL Lu Co �— ICI— ICI —I�� = III =III =III =11 _ _ _ NOTES: I II I III I I I I I I I I I I I III 1 ,I I I I I I I I I I I I I I I I II I II I I II I II I I II I II I I TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. s PIPE BEDDING - c8.1 PERFORATED PVC COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO PLAN FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. 27" �. PRECAST CONCRETE CONE SECTION U O v IT T STEPS ON DOWNSTREAM SIDE I , 3 RUBBER GASKET, TYP ALL JOINTS 5' VARIABLE MIN. Lu m Q GROUT SHELF AND CHANNELS BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 9 STORM SEWER MANHOLE C8.1 METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE "RIM ELEVATION" MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN O PRECAST COVER - RINGS, CASTING, AND ALONG 8" THICK OUTSIDE. .0 .. � STEPS - INSTALL ON DOWNSTREAM SIDE @ 16" O.C. STORM SEWER PIPE - SEE VARIES RUBBER GASKET - UTILITY PLAN FOR LOCATION, TYP AT ALL JOINTS INVERT, AND SIZES PROVIDE FLEXIBLE JOINT PRECAST CONCRETE AT CONNECTION - SECTION REFER TO SPECS GROUT SHELF AND CHANNELS BASES SHALL BE 8" g STANDARD PRECAST 1 WITH 2" LEAN GROUT, FLT_ OR POURED 8" SLAB FL=_ REINFORCED WITH s 6" x 6" 10/10 MESH poi CATCH BASIN C8.1 CAP BLOCK SLOPE MAY VARY V CAP OF TOPSOIL OVER FREE DRAINING AGGREGATE ,C8.1 12 A ° MN /DOT TYPE IV GEOTEXTILE FABRIC - MN /DOT 3733 CLASS III RIPRAP - MN /DOT 3601 VARIES - REFER TO PLAN PLACE RIPRAP AT ELEVATION SUCH THAT FLOWLINE DEPICTED BY PROPOSED GRADES IS MAINTAINED RIPRAP OVERFLOW SWALE PLAN FINISH GRADE GEOTEXTILE FABRIC CLASS III RIPRAP fimm SECTION B - B 1 PA Dal II CONCRETE PIPE TIES ( "U" BOLTS) TRASH GUAth WITH 5/8" DIA. RODS AT 6 N CENTER. FASTEN TO r WITH 3 HOT DIPPED GAL. -I_IPS RIPRAP - REFER TO DETAIL 13 C8.1 "L1" ROLT RFOL1IRFMFNTS PIPE SIZE "U" BOLT DIA. WIDTH 1" & LESS 1/2" 24" " TO 36" 5/8" 24" 54" 3/4" 24" 60" & qqkTER I V. 1 24" NOTES: 2 - "U" BOLT FAST RS TO BE INSTALLED ACROSS EACH JOINT, ONE EA- SIDE OF PIPE AT 60° FROM THE TOP OF THE PIPE. F EN FIRST THREE JOINTS AS SHOWN. 14 RCP FLARED END SECTION (FES) f SEED (BY OTHERS) c ^c�TU Ar anc 15 AGLIME AT TURF EDGE C8.1 ll�ll � I��II � X11 X11 X11 X11 X11 X11 X11 ill .11 '� • T 1 T FINISH GRADE Co D- D_ c2 o SAND /PEAT N N PRESCRIBED TOPSOIL /- 0-mEmo 00 N-p O tN w N LIJ }N a >` a rn _ + Oy- Q-O 0 IRRIGATION LINE t a'O a a >1 Z m N SAND DRAINAGE m BED (ON -SITE CLEAN O 3 SAND MATERIAL) 4) i 0 L 3 U C v~ 0) 0 3O 1 cn W a O O U 6" DRAINTILE - REFER TO PLAN FOR SPACING, INVERT AND LOCATION 171 INFIELD DRAIN TILE AND IRRIGATION C8.1 1s SOIL STORAGE AREA C8.1 VERTICAL BOTTOM CHORD SECTION WOOD BOTTOM BRIDGE SUMMARY TOP CHORD Keystone Pedestrian Bridge 25' Span x 10' Width Deck Type: IPE (Hardwood) Bridge Finish: Painted Warm Brown DIAGONAL WOOD DECK BRACE DIAGONAL BRACE DECK BRACING FRAMING BRIDGE PLAN 19 PEDESTRIAN BRIDGE C8.1 L�� •' .�Q.7 RIq Jq TOP Ta -.. - .- =LDOR SWAN arc v«�: E1iTwE BO'TCV CS- :•.^fC 11 J Bai Pp.wTE — $7 -11"d ==ATE AYCHOR RCD6 �. BEARING SIDE VIEW rCORWIF-0116 PgnW DW FOR REP 11is E}r'ilT ON o- 111:y ACTLAL BIE...A hIC OVIGAAW$ TOW BA$FO (YI r'%%L WESCIN R;.JB RwL Sky wdMOV'. _G zhc BCI.TS AT EA" VERTR:AL RUB RAIL DETAIL BRIDGE ELEVATION CI PER PLAWPER SM PLANIKINDL.DOOFAN VOOM DE K BOTTOM Ciocm 7LAT HM SCIL N .A PER P1111K. PLoww Suppi CENTER WOOD DECK DETAIL PRELIMINARY DRAFT AGENCY REVIEW V♦ W J U) W 0 U p (D >, 1104 0 h v /- 0-mEmo 00 N-p O tN w C — L O LIJ }N a >` a O0 CL _ + Oy- Q-O y -ECai� t a'O a a >1 aN m C — «. O-0 Cp o 0 M � N m U > v• y i s m � m •p -,.. C O iai>` Z m00 -� -0 i 0 L 3 U C v~ 0) 0 3O 1 Z � � a fv ,r 0 h v v W � I- M V W ti U 0 00 00 1 U) 00 cn � o N N z0Lu 0(1'Z (n U) 0Lo CV) UQZ Ln O O _ • Lo Z Paz . w L) aa2 �i Lu LLI a r I ~ U O o o Uw O O ~ �7M G/Z W a o 4I CL � A Ln M � O m Z 0 I- V 0 00 00 U) 00 cn z0Lu 0(1'Z (n U) 0Lo CV) UQZ 2 O _ (q Lo Z Paz Lu L) aa2 Lu LLI a r O o LLY(-) O o o 0 ILL o Q� m W Ma W 0 N ■ O s N GRASS 5" DEPTH AGLIME �_ Imo_ �_� _ � _ �� _��_��_��I►► IR / /II�� TOPSOIL ON PLAYING FIELD 1 AGLIME AT GRASS EDGE C8.2 FACE OF CURB • • •• so 0 • • . • ► • 1,� '� �rr re'. I% t/ ��jf�% 1,• jr% j1• jr% I,• jr �tt1 •jf�l••}17L•t.jf�l•1��•�L` • • - - Ir • Ir. • Ir. =• Ir.,• Ir�•�• Ir�'�• Irs'� �I�r� •t�4�� I�7�.� •I�r� �I�7i� �IE•�� I�r� •I�� Tir� •• • • •• • )P RAIL RAIN LINK FENCE 5/8" O.D. BOTTOM RAIL NISH GRADE JNCRETE MAINTENANCE STRIP 4 HERE IDENTIFIED ON PLAN Cg 2 )NCRETE FOOTING 12" x 48" )R END, CORNER, GATE AND 1LL POSTS DOTES: . END, CORNER, GATE AND PULL POSTS SHALL BE 3" O.D. LINE POSTS SHALL BE 2 1/2" O.D. ?. ALL FENCING SHALL RECEIVE 2" x 2" #9 GAUGE FABRIC UNLESS NOTED OTHERWISE. S. LINE POSTS MAY BE AIR DRIVEN. I. POST SPACING SHALL NOT EXCEED 10' O.C. i. BOTTOM RAIL SHALL BE PLACED NO MORE THAN 2" ABOVE FINISH GRADE. CHAIN LINK FENCE I ION OF NOTE: PROVIDE ADEQUATE SPACE BETWEEN GATE ADJACENT PAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE. POST AND GATE SUCH THAT GATE IS IN LINE WITH 2. AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1" BELOW GUTTER FENCING WHEN FULLY CLOSED AND LATCHED. GRADE. SLOPE GUTTER 5' EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS. LIFT HANDLE 2 D -412 CURB & GUTTER GATE LATCH cs.2 SECURED REFER TO ALTERNATES CLAMP TO GATE POST � C LATCH LIFT HANDLE RECEIVER PROVIDE HOLE THROUGH LIFT HANDLE AND RECEIVER TO ACCOMMODATE PAD LOCK LIFT HANDLE (PAD LOCK BY OWNER) RECEIVER CLAMP SECURED TO GATE POST �i SINGLE SWING GATE LATCH " 3 D -412 CURB TERMINATOR PROVIDE CAULKING AT POST JOINT PADDING FLUSH WITH Cs.2 REFER TO ALTERNATES Q J o NOTES: TOP OF CURB WALL NOTE: PROVIDE ADEQUATE SPACE BETWEEN GATE POST AND GATE SUCH AREA OF DETAIL CS. a THAT GATE IS IN LINE WITH FENCING WHEN FULLY CLOSED AND LATCHED. 1 111 -III LATCH RECEIVER LATCH ARM (ONE ON p FINISH GRADE AT MAINTENANCE STRIP SHALL (ONE EACH SIDE EACH SIDE OF GATE) • BE 1" ABOVE SOD AND FLUSH WITH AGLIME OF LATCH) >- U-) 1/2" RADIUS WHERE APPLICABLE. VINYL COVER LATCH HINGE (TYPICAL) (2) #4 REBAR 1 1/2" LONG HANDLE -I AGLIME 1" DEPTH CONSTRUCTION JOINT (ONE ON EACH SIDE w v LL y OF LATCH) SECURE LATCH TO GATE (BY BP #1 . ; 1 1 Ill EARTHWORK I 1 =111 1/4" x 3/4" STAINLESS STEEL _ CONTRACTOR) N L_J \ , U) Z BOLT WITH 1/4" THREADED FI ff, I II II II o a 2 x 2" #9 GAUGE FABRIC UNLESS .. .,Imil ., 3.. -1 W-a r 1' -3" TOPSOIL 1" BELOW CONCRETE WASHER INSERT ~ U +"' SECTION COMPACTED SUBGRADE I I NOTED OTHERWISE. 13 CURB WALL PADDING O ~ MOUND TABLE \ CONSTRUCTION JOINT SHALL BE CUT TO 1" \ L Lg DEPTH AND SHALL OCCUR AT EACH POST CONCRETE MAINTENANCE STRIP O Z' CLIP- REFER TO SPEC. AND AT MIDPOINT BETWEEN POSTS t v I I 1 -III_ ' ' ° POST SPACING SHALL NOT EXCEED 10' m -111 a ' L_J :,.••,° O G ° G \ I I CD \ a . , a SECURE LATCH PROVIDE MECHANISM TO ALLOW . , RECEIVER TO GATE TO BE SECURED WITH a GATE PAD LOCK "• POST III -III Zo 8 DOUBLE SWING GATE LATCH PLYWOOD OR BETTER (2) #4 REBAR PLAN C8.2 • 4 CONCRETE MAINTENANCE 1 1=1111 =- c8.2 STRIP HIGH IMPACT FOAM- 'MIN) CONCRETE WALK SAND SUB -BASE TYPICAL AT GRASS, LANDSCAPING, AND SOD AREAS > 5 C8. COMPACTED SUBGRADE 2" MIN. CONCRETE WALK /SLAB 9 C8. 1 5/8" O.D. TOP RAIL 2' LONG 1 -5/8" EXTENSION WELDED TO POST. PROVIDE NETTING, PULLEY SYSTEM, EYE BOLTS AND MISC. HARDWARE uj W LL Z W �0 Q W V of � Q U > CL HN LD o w _ [1.- .• 4 • 1 , •1 I- 3' -0" X 3' -0" SQUARE 10 FLAG POLE C8.2 NEW FLAGPOLE FLAGPOLE BASE 2" ABOVE FINISH GRADE EXPANSION JOINT (TYPICAL) FILL VOID BETWEEN POLE AND SLEEVE WITH SAND 12" DIA. CORRUGATED STEEL TUBE 8" DIA. FLAGPOLE BUTT WELD STEEL WEDGES "X18 "X18" STEEL PLATE 2 "X8"X8" STEEL PLATE LIGHTING ARRESTOR - SPIKE BY POLE SUPPLIER REFER TO GRADING PLAN FOR ELEVATIONS AND SPECIFIC GRADES 6" AGGREGATE BASE COURSE 11 GRAVEL PAVEMENT - REFER C8.2 TO ALTERNATES WALL PADDING REFER TO DETAIL 9 /C10 2" TYP. 15" WIDE CONCRETE MAINTENANCE STRIP o a MF 18" 3/8" x 8" GALV. EYE BOLT @ 6'0.C. FOR NET CABLE ATTACHMENT 1-1/2",45- CHAMFER -(BOTH SIDES) K MULCH :HER) BACKSTOP WALL - REFER TO STRUCTURAL DETAIL 8/S3.1 18" WIDE CONC. CURB WALL 121 BACKSTOP CURB WALL C8.2 Z FOR COMPLETE SYSTEM. PROVIDE CAULKING AT POST JOINT PADDING FLUSH WITH r- Z 12 Q J o NOTES: TOP OF CURB WALL -1 AREA OF DETAIL CS. a h 1 111 -III v a 1. p 336 NETTING O W 18 oz. REINFORCED • F >- U-) 4) C -.«. O-0 Cp 0 0 VINYL COVER BE 3" O.D. LINE POSTS SHALL BE 2 1/2" BACKSTOP CURB WALL- � -I • 111 w v LL CHAIN LINK FENCE MAINTENANCE STRIP C8 2 O.D. REFER TO DETAIL . ; 1 1 Ill JL I 1 =111 1/4" x 3/4" STAINLESS STEEL _ •, QG L_J I I , U) Z BOLT WITH 1/4" THREADED -III o a 2 x 2" #9 GAUGE FABRIC UNLESS UJ -1 W-a r TABLE LIMITS WASHER INSERT ~ U +"' � I"N >. I I NOTED OTHERWISE. 13 CURB WALL PADDING O ~ MOUND TABLE r -� Ltd a o L Lg 3. CONCRETE MAINTENANCE STRIP Ln M � O Z' CLIP- REFER TO SPEC. W t v I I 1 -III_ 4. POST SPACING SHALL NOT EXCEED 10' m -111 C8 2 ' L_J :,.••,° I I -I I I CD 00 t 5. BOTTOM RAIL SHALL BE PLACED NO I 23/32" APA BC GRADE •• "• III -III Zo CONCRETE FOOTING 12" x 48" PLYWOOD OR BETTER �• • 11=1 =1 I 1 1=1111 =- FOR END, CORNER, GATE AND PULL POSTS HIGH IMPACT FOAM- -I �� • 1 BULLPEN PITCHERS MOUND i _ FIELD OF PLAY 00 L 9,. J ►i�69 • • ►.MM ODOOi ►�i�i�i�i EXISTING OUTFIELD FENCE (5' HEIGHT) FOUL POLE- PLACE POLE �8 OUTSIDE FENCE, IN LINE WITH FOUL LINE FINISH GRADE t •, C8.2 C8. 18" DIA. X 54" DEEP ° CONCRETE FOOTING 6" T FOUL POLE TWO W12 x 30 STEEL BEAMS (3.0'x 8.5') CONDUIT AND FITTINGS BY ELECTRICAL CONTRACTOR SERVICE DISCONNECT BY ELECTRICAL CONTRACTOR C8.2 NEW SCOREBOARD - VERIFY AND CONFIRM WITH SCOREBOARD MANUFACTURER ALL MATERIALS NECESSARY FOR INSTALLATION WHEN ORDERING 1 xZ � H Q =O q = J J M + VERTICAL STEEL, 10 - #8 BARS, 40 GRADE , M TIES #3 @ 12" O.C., 40 GRADE 1. 4'.0 ---------- SCOREBOARD 6" TO HOME 10' -0" 28" 5' -2" PLATE 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' o PITCHER'S M 10" 9" 8" 7" 6" 5" 4" 3" 2" 1'• MOUND CLAY _D_� �� :-z -, V-, SLOPE @ 1" PER FOOT 6.. - UNIFORM _ io SLOPE 6' TO CENTER OF MOUND 6' TO CENTER OF MOUND ON -SITE SAND SOILS 6" 22" TO FILL ANNULAR SPACE T PROVIDE CAULKING AT POST JOINT AND WALL JOINTS (TYPICAL) r- Z 3" THICK ' 30" HIGH 12 o NOTES: 1/4" x 3" GALV -1 I I BACKSTOP •� 1 111 -III v a 1. END, CORNER, AND PULL POSTS SHALL EXPANSION BOLT INTO WALL O W �� • 0 3 >- U-) 4) C -.«. O-0 Cp 0 0 15" WIDE CONCRETE 4 BE 3" O.D. LINE POSTS SHALL BE 2 1/2" BACKSTOP CURB WALL- 11 -I • 111 111, -111 m MAINTENANCE STRIP C8 2 O.D. REFER TO DETAIL -1 1 1 • JL I 1 =111 -111 _ 2. ALL 8' HIGH FENCING SHALL RECEIVE L_J I I -I DIRECTION OF THROW Z III -III o �i 2 x 2" #9 GAUGE FABRIC UNLESS UJ -1 11 r TABLE LIMITS 1 1-111 ~ U -1 O I I NOTED OTHERWISE. 13 CURB WALL PADDING O ~ MOUND TABLE r -� Ltd a o L Lg 3. LINE POSTS MAY BE AIR DRIVEN. Ln M � O I I -I W •• I I 1 -III_ 4. POST SPACING SHALL NOT EXCEED 10' C8•2 -111 ' L_J I I -1 I I -I I I T 00 Ma W 5. BOTTOM RAIL SHALL BE PLACED NO I -I •• III -III Zo MORE THAN 2" ABOVE FINISH GRADE. -111 �• • 11=1 =1 I 1 1=1111 =- II -III -I '• 1 BULLPEN PITCHERS MOUND _ -11 k SOFT TOSS (POSTS & NETTING) FIELD OF PLAY 00 L 9,. J ►i�69 • • ►.MM ODOOi ►�i�i�i�i EXISTING OUTFIELD FENCE (5' HEIGHT) FOUL POLE- PLACE POLE �8 OUTSIDE FENCE, IN LINE WITH FOUL LINE FINISH GRADE t •, C8.2 C8. 18" DIA. X 54" DEEP ° CONCRETE FOOTING 6" T FOUL POLE TWO W12 x 30 STEEL BEAMS (3.0'x 8.5') CONDUIT AND FITTINGS BY ELECTRICAL CONTRACTOR SERVICE DISCONNECT BY ELECTRICAL CONTRACTOR C8.2 NEW SCOREBOARD - VERIFY AND CONFIRM WITH SCOREBOARD MANUFACTURER ALL MATERIALS NECESSARY FOR INSTALLATION WHEN ORDERING 1 xZ � H Q =O q = J J M + VERTICAL STEEL, 10 - #8 BARS, 40 GRADE , M TIES #3 @ 12" O.C., 40 GRADE 1. 4'.0 ---------- SCOREBOARD 6" TO HOME 10' -0" 28" 5' -2" PLATE 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' o PITCHER'S M 10" 9" 8" 7" 6" 5" 4" 3" 2" 1'• MOUND CLAY _D_� �� :-z -, V-, SLOPE @ 1" PER FOOT 6.. - UNIFORM _ io SLOPE 6' TO CENTER OF MOUND 6' TO CENTER OF MOUND ON -SITE SAND SOILS 6" 22" TO FILL ANNULAR SPACE T C8.2 60'- 6" FROM EDGE OF RUBBER TO BACK TIP OF HOME PLATE (WHITE SECTION) PITCHER'S RUBBER 6" NE 10' -0" 28" 5' -2" PITCHER'S 10" 9" 8" 7" 6" 5" 4" Y 2" 1" MOUND CLAY SLOPE @ 1" PER FOOT 6.. UNIFORM _ SLOPE 9'-0" TO CENTER OF MOUND 9' -0" TO CENTER OF MOUND ON -SITE SAND SOILS 6" 22" TO FILL ANNULAR SPACE ELEVATION MOUND TABLE LEVEL �9. WITH PITCHER'S RUBBER O., 'Pyo�GS z T pO O� 3 Zrl O m MOUND TABLE �34" LIMITS 6" 1" PER FOOT o 9 UNIFORM _ SLOPE N �n SLOPE o 7 60' -6" TO APEX 18' PITCHERS OF HOME PLATE RUBBER c 22" K T p O 0� 3 Z r O m m PLAN PITCHERS MOUND 8" O.D. x 34' HIGH GALVANIZED POST WITH SAFETY NETTING PROVIDE CAULKING AT POST JOINT AND WALL JOINTS (TYPICAL) r- Z 30" HIGH 12 o a m T •- �m E 0 0O BACKSTOP w 0 L•1 }N v a on -� ° a o m O W �� UNIFORM SLOPE 0 3 >- U-) 4) C -.«. O-0 Cp 0 0 15" WIDE CONCRETE 4 O UNIFORM U • -0 •- = 4) � - maaLL.aiL 111, Z SLOPE m MAINTENANCE STRIP C8 2 0 li Z0Lu OU'Z JL W . _ 7' -6" 10' -6" L_J O O = DIRECTION OF THROW Z . w 0 o �i MOUND UJ LV a TABLE LIMITS I ~ U �o O o 34" O O ~ MOUND TABLE r -� Ltd a o L Lg PITCHER'S RUBBEF Ln M � O LEVEL WITH W n PITCHER'S RUBBER Z L_J �L/u� V♦ T 00 Ma W OA Zo m PLAN 1 BULLPEN PITCHERS MOUND C8.2 60'- 6" FROM EDGE OF RUBBER TO BACK TIP OF HOME PLATE (WHITE SECTION) PITCHER'S RUBBER 6" NE 10' -0" 28" 5' -2" PITCHER'S 10" 9" 8" 7" 6" 5" 4" Y 2" 1" MOUND CLAY SLOPE @ 1" PER FOOT 6.. UNIFORM _ SLOPE 9'-0" TO CENTER OF MOUND 9' -0" TO CENTER OF MOUND ON -SITE SAND SOILS 6" 22" TO FILL ANNULAR SPACE ELEVATION MOUND TABLE LEVEL �9. WITH PITCHER'S RUBBER O., 'Pyo�GS z T pO O� 3 Zrl O m MOUND TABLE �34" LIMITS 6" 1" PER FOOT o 9 UNIFORM _ SLOPE N �n SLOPE o 7 60' -6" TO APEX 18' PITCHERS OF HOME PLATE RUBBER c 22" K T p O 0� 3 Z r O m m PLAN PITCHERS MOUND 8" O.D. x 34' HIGH GALVANIZED POST WITH SAFETY NETTING PROVIDE CAULKING AT POST JOINT AND WALL JOINTS (TYPICAL) 3v 75 30" HIGH 12 f\ a m cV •- �m E 0 0O BACKSTOP w c_ 0 L•1 }N v a on -� ° a o CURB WALL C8.2 O W �� t 0-0 0 a >1 >- U-) 4) C -.«. O-0 Cp 0 0 15" WIDE CONCRETE 4 m U • -0 •- = 4) � - maaLL.aiL 111, t m 0-4)-o L 3° C 4 m MAINTENANCE STRIP C8 2 BASEBALL INFIELD GRASS �•. � •II- ICI -ICI_ • I 1 1-111= 11-111 -1 ° III -III' i -III • ' I 1:::;l 11= I I El III , • .. I I-I I I- IIII III �I �I I I 111 BACKSTOP POST PIER/ FOOTING - 1 I • • ' ,; I I =III- REFER TO STRUCTURAL DETAIL 9/S3.1 1111111• •IIIIIIII 111111 •11111111- _ t •� _ 111111 ' • ., 111 I _ I COMPACTED SUBSOILS = • ' 1 I I I1 � - 11 I Ell 1 III = -I 11 =1 I, 30" DIA. 1s BACKSTOP /CURB WALL .8.2 (ALSO REFER TO 9/S3.1) i -WOOD POST -2x4 FENCE RAIL 1x6 FENCE BOARD PLAN 1x4 POST COVER PLAN DETAIL 6'-0" SECTION WIDTH (4X SCALE) CTR TO CTR rn WOOD POST 2x4 FENCE M IIII IIII RAIL (TYP) N IIII IIII - 0 'M IIII IIII N q N IIII 2 FENCE BOARD IIII N u �u uu END VIEW $" SPACE TYP 10° FENCE SECTION ELEVATION NOTES: 1. FOOTING WIDTH TO BE 12 ". MINIMUM DEPTH 48" 2. DIMENSIONS SHOWN ARE NOMINAL FOR WOOD. 19 PRIVACY SHADOWBOX lz FENCE LIMINARY DRAFT AGENCY REVIEW D- D- `� O N rn O O Z m V1 C O U C m .- N, W 3 N •o o v _ •4) a 0 0 0 0 V♦ W J Fn Ha W U p m >, M 3v 75 'a C f\ a m cV •- �m E 0 0O N•p OWN w c_ 0 L•1 }N v a on -� ° a o =ECv0 �� t 0-0 0 a >1 >- U-) 4) C -.«. O-0 Cp 0 0 M N m U • -0 •- = 4) � Z - maaLL.aiL t m 0-4)-o L 3° C 4 m 3 O Z fv ,r O h v v W � M � N e V W ti U • 00 ao C/)0O 0 o N N Z0Lu OU'Z JL W U ��LO _ M UQZ W�j O O = • Z . w ` Z U) Q �i UJ LV a Lo I ~ U �o O o Uw O O ~ �7M LL o Ltd a o L Lg A Ln M � O W n Z O V 00 ao C/)0O 0 Z0Lu OU'Z JL W U ��LO _ M UQZ W�j O = iLo (q Z a ` Z U) Q t Q UJ LV a Lo O o U. UL O o J0u LL o W �L/u� V♦ Ma W CNO N 4- ■ O s N w 0 LLO U D J Lu > U O O J i° N 1 C8.3 N C8.3 M N z CONSTRUCT FENCE ENCLOSURE - REFER TO PLAN U) Z 0 SIZE TO BE APPROX. QUICK COUPLER FOR 12" POST TOP LL LL T W x10' LX 8' HIGH. BLOW -DOWN (BY IRRIG. PROVIDE "VAN- ACCESSIBLE" IRRIGATION WELL AND SEE NOTES BELOW. CONTRACTOR). LABELING (ONE STALL) MECHANICAL COMPONENTS o COORDINATE SIGN: WHITE LEGEND AND (VENTS, METER, BACKFLOW, ETC) METAL SIGN AS NEEDED. BORDER ON BLUE (BY WELL CONTRACTOR) 8" NOMINAL DIA. ��v�ov BACKGROUND FULLY w N p m REFLECTORIZED H O >► L L Z z i0 IRRIGATION O 4" SQUARE, CONCRETE FILLED, FINISH CONTROLLER FINISH - , GRADE SLEEVES IN GRADE M (TURF) CONCRETE (TURF) O -v FOR PIPE • • METAL SIGN ACCORDING w ' Q TO MN STATE STATUTE 3" DROP PIPE AND 169.346 8" CASING BY WELL O z POST TOP REFER TO PLAN U) Z 0 w w METAL SIGN N ¢ O LL LL REFER TO PLAN TO MN STATE PROVIDE "VAN- ACCESSIBLE" O "' 169.346 LABELING (ONE STALL) w o STEEL PIPE WITH TWO MAINTENANCE STRIP (TYP) FUL 4 z METAL SIGN (COLOR TO BE ° ACCORDING J LY 8" NOMINAL DIA. ��v�ov STANDARD PIPE LINE POSTS. A w N p m J H O >► L L Z z i0 O O 4" SQUARE, CONCRETE FILLED, L) fO o N Z O`)Z GALVANIZED BOLLARD O c M UQZ uj O -v • W Q I I- III —III -I III — III -I I I- -I I -I I I -I I I_I I I- III -III -I III - III -I 1I- -I I -I I I I_I I I_I I I_I I N �- III -III -I III - III -I 1I- IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII ACCESSIBLE PARKING SIGN AND POST EMERGENCY AND O • O SERVICE VEHICLES ONLY POST TOP POST TOP REFER TO PLAN U) Z FOR MESSAGE w w METAL SIGN N ¢ O ACCORDING REFER TO PLAN TO MN STATE FOR MESSAGE STATUTE "' 169.346 3" O.D. LINE POSTS WHERE 5" O.D. GALVANIZED o STEEL PIPE WITH TWO MAINTENANCE STRIP (TYP) FUL 4 COATS SIGN ENAMEL METAL SIGN (COLOR TO BE ° ACCORDING ° APPROVED BY OWNER). w o TO MN STATE 0 I FILL ANNULAR SPACE LL O ° STATUTE L) 169.346 0 WITH GROUT J V 3 1/2" FLANGED w Q 0 CHANNEL SIGN POST O 0 3 1/2" FLANGED 0 10 °SLOPE r F 0 CHANNEL o 0 SIGN POST 1" SILICONE RUBBER e ° — OR ASPHALTIC 11 0 — COMPOUND — I I I o I I I— i 0 FILL ANNULAR I I I o SPACE TO 1 INCH _ _ — - ° 'r FROM TOP WITH N ° WTI, _ r 0 „ — SILICA SAND — — — ° — 0 — 1/4" METAL PLATE 0 • i i— iii —iii —i iii —i i —i i — • o — WELDED TO BOTTOM o OF 5" PIPE _ INSTALLATION IN • CONCRETE TURF •• +. •• y (MN /DOT 3A32 OR EQUAL) V -6" INSTALLATION IN PAVEMENT TRAFFIC SIGN /72'U X 6" SQ. STEEL POST FILLED W/ CONCRETE 3" ST EEL RECT. 1" SQ. STEEL BRACING BE FRAME WELDED TO FRAME 1° REFER TO PLAN REFER TO PLAN L 18" DIA. CONCRETE FOOTINGS 3" SQ. STEEL POST FILLED W / CONCRETE KEEPER PIN ELEV. TO BE _y 61" Lf_ DETERMINED IN FIELD 12.. 4 WELD v i -1Z" -0" TO CENTER HOLE TO RECEIVE I_ F P T VERIFY 1" STEEL PIN I , WELD 15" DIA. BY 1/2" STEEL PLATE 4' DEEP 1/2" STEEL PLATE CONCRETE FOOTINGS WELD GATE KEEPER PLAN GATE KEEPER PIN GATE KEEPER NOTES: 1. ADJUST HEIGHT AS NECESSARY TO EQUALIZE GRADE DIFFERENCE BETWEEN ROAD EDGES. 2. PROVIDE SHOP DRAWINGS OF GATE, HINGE POST AND KEEPER 3. GATE TO RECEIVE 2 COATS PRIMER & 2 COATS FINISH, COLOR TO BE SELECTED BY ENGINEER /LAND. ARCH. VEHICLE GATE ,:�:' ( 6" DISCHARGE (BY WELL CONTRACTOR) 4" THICK CONCRETE PAD. SIZE CONTRACTOR). OF CONCRETE PAD TO APPROX. COORDINATE 8'x11' - VERIFY WITH WELL FOR CONTINUATION. CONTRACTOR. 8' HIGH FENCE ENCLOSURE TO BE CONSTRUCTED OF (4) 3" O.D. SCH. 40 GALVANIZED CORNER POSTS AND LINE POSTS (AIR- DRIVEN) WITH 1 -5/8" BOTTOM RAIL AND 2" TOP RAIL. - PROVIDE NSP -TYPE LOCKING DEVICE ON 4' WIDE GATE. FRAME TO BE CONSTRUCTED OF 2" O.D. SCHEDULE 40 GALVANIZED PIPE WELDED FOR RIGID CONNECTIONS. INSTALL FABRIC WITH STRETCHER BARS AT SIDES AND OVER TOP. ATTACH HARDWARE WITH RIVETS OR OTHER MEANS TO PROVIDE MAXIMUM SECURITY. ALL FABRIC TO BE 9 GA. GALVANIZED WITH TIES AT 12" O.C. CONCRETE TO BE 4,000 PSI AIR - ENTRAINED CONCRETE. 4 IRRIGATION WELL FENCE C8.3 ENCLOSURE 30" LINEAR LENGTH VALVE BOX W/ COVER OF WIRE, COILED WATER PROOF ELECTRIC ZONE VALVE CONNECTION (1 OF 2) ,; FINISH GRADE ., Agin N ,_..• �. • ti • i• �•�. pal• s GEAR DRIVE SPRINKLER LC8.3 i0 7 :C8: Ills :E 81 QUICK COUPLER 4t QQ VO Q1 41 0 #`O FINISH GRADE 12" ROUND VALVE BOX W/ COVER QUICK COUPLING VALVE X SECTION FENCE POST SECURE Q.C.V. ASSEMBLY WITH STAINLESS STEEL GEAR CLAMPS CONTINUOUS BRICK SUPPORTS (4 MIN) 1" SQ. POST IL 0_ 1/2" x 1 -1/2" RAIL 1/2" x 1" INT. RAIL M o 3/8" SQ. PICKET N N 4' -3" 4' -3" ti N rn O O Z m N 6" } O CL o o U � 4' •• . • ' • • •3- 15116 TOP OF CURB WALL PENETRATE CURB WALL 6" GRAVEL SUMP (1 CU. FT.) CAST SLEEVE TO RECEIVE HANDRAIL SECTION ELEVATION PVC MAINLINE NOTES: 1. VERIFY ELEVATIONS IN FIELD. J 2. PROVIDE SHOP DRAWINGS SIGNED BY REGISTERED STRUCTUAL ENGINEER FOR Lu APPROVAL PRIOR TO CONSTRUCTION. 3. RAILING SHALL RECIEVE 2 COATS OF PRIMER AND 2 COATS OF FINISH COLOR (BETHEL BLUE) AS APPROVED BY LANDSCAPE ARCHITECT. 11 ORNAMENTAL RAILING p 6' GROUNDING ROD EACH CORNER 6' BARE COPPER WIRE o., 11 �-9 1-o A F1p /Z NOTE: USE CADWELD ONE SHOT CONNECTOR TO CONNECT WIRE TO GROUNDING RODS. BURY GROUNDING WIRE TO A MINIMUM 12" DEPTH 9 FIELD CONTROLLER GROUNDING C8.3 8" DIAMETER POSTS (TYP.) 12" T WIDE CONCRETE APRON 5 C8.2 o �} M � F S c SECTION REFER TO SHEET S1.1 FOR FOOTING SIZE ELEVATION 1o1 BATTER'S EYE SCREEN ;8.3 0 2" O.D. POST WELDED BETWEEN RAIL SPACES AT 5' O.C. (TYP) 2" O.D. TOP RAILS \FULL PENETRATION FIELD 3" O.D. LINE WELD ALL AROUND POST SECTION AT TOP OF BATTING CAGE 60 C8.3 M }� WINDSCREEN - REFER I� TO SPECIFICATIONS MAINTENANCE STRIP REFER TO DETAIL 5 C8.3 SUPPORT POSTS TYP AT TOP RAIL CROSSING TURF REFER TO TOP DETAIL ABOVE (TYP FOR OF BATTING CAGE) 10' DOUBLE SWING GATE WITH LOCKABLE DEVICE 7p, "0 70, % �0• L 3" O.D. CORNER 8' HIGH OUTFIELD FENCE WITH U) Z MAINTENANCE STRIP w w REFER TO DETAIL ¢ O vE 2 J 5 cLL W.O pLV) "' C8.2 3" O.D. LINE POSTS WHERE 1 -5/8" O.D. o PLAN MAINTENANCE STRIP (TYP) FUL 4 8" NOMINAL DIA. PERIMETER OF BATTING CAGE- STANDARD 1 5/8" NOMINAL DIA. REFER TO DETAIL C$ 2 PIPE POSTS STANDARD PIPE RAILS. 8" NOMINAL DIA. ��v�ov STANDARD PIPE LINE POSTS. A O 0 ai N o �} M � F S c SECTION REFER TO SHEET S1.1 FOR FOOTING SIZE ELEVATION 1o1 BATTER'S EYE SCREEN ;8.3 0 2" O.D. POST WELDED BETWEEN RAIL SPACES AT 5' O.C. (TYP) 2" O.D. TOP RAILS \FULL PENETRATION FIELD 3" O.D. LINE WELD ALL AROUND POST SECTION AT TOP OF BATTING CAGE 60 C8.3 M }� WINDSCREEN - REFER I� TO SPECIFICATIONS MAINTENANCE STRIP REFER TO DETAIL 5 C8.3 SUPPORT POSTS TYP AT TOP RAIL CROSSING TURF REFER TO TOP DETAIL ABOVE (TYP FOR OF BATTING CAGE) 10' DOUBLE SWING GATE WITH LOCKABLE DEVICE 7p, "0 70, % �0• BATTING CAGE PRELIMINARY DRAFT AGENCY REVIEW U L 3" O.D. CORNER � a ell POSTS ,gyp AGLIME SURFACE INSIDE �yQ 5" DEPTH vE 2 -112" O.D. INTERMEDIATE am E= ° LINE POSTS W.O pLV) 2" X 2" - #9 GAUGE FABRIC � O — N 3" O.D. LINE POSTS WHERE 1 -5/8" O.D. SUPPORTING TOP RAIL TRUSS MIDDLE AND MAINTENANCE STRIP (TYP) FUL 4 BOTTOM RAILS PERIMETER OF BATTING CAGE- Ecaiy REFER TO DETAIL C$ 2 BATTING CAGE PRELIMINARY DRAFT AGENCY REVIEW U � a ell 3v 75 h d. C >. 'o N vE am E= ° o0 W.O pLV) 0_' � O — N W L �a� on CL O } a� 0 Ecaiy ��v�ov Lo QM O 0 ai N p m J "v •- _c w V v O O >► L L Z L v y O O 3 O o N Z � a ell h d. O W � M V U • J Q 000 ao cn O O o N Z O`)Z 0 W U) 0 M UQZ uj O °.'Z (� • W Q w � Q Q �i W�� UJI a O O O J Y �i Q4 r_r��1 _1 w �� o Ln M Q O MQ W Z O V J Q 000 ao cn O O Z O`)Z 0 W U) 0 M UQZ uj O °.'Z (� CZ W Q Z � Q Q G W�� UJI a o O O J Y LL J0V LPL o MQ W /u/j V♦ MQ W CD N ■ O N Zo 8" THICK PRECAST CONCRETE #4 BARS X 12" FILL TOP BLOCK SOLID ROOF- GROUT ENDS OF CELLS LONG @ 2'.0" O.C. W/ 3000 PSI CONCRETE SOLID AT PLANT DRILL & DRIVE WATERPROOF PRECAST SLABS INTO CONCRETE GROUTED KEYWAY - CAULK TOP OF JOINT W/ PENETRATING SEALER AS REQUIRED FOR (REFER TO SPECIFICATIONS) 0 0 WATERPROOFING #4 BARS X 12" 000 LONG @ 2' -0" O.C. 8„ 000 DRILL & DRIVE d —4-1' 0000 INTO CONCRETE I I I ° T , 4 - 8" X 8" BOND BEAM W/ 2 # 5 BARS I I I CONT. CUT TOP BLOCK TO SLOPE TO 1/2" PER FOOT AT ENDS I I SIfEP BOND I 8" X 16" COLORED ROCK FACE BLOCKS. I I I I I r COLOR SHALL MATCH BE VERIFIED WITH THE ARCHITECT 8' -8" I I I I I PRIOR TO CONSTRUCTION i I I I I 714" #5 VERT. WALL REINF @ 4' -0" O.C. MAX. DWL TO FTG FILL CORES SOLID I I I I I d W/ 3000 PSI GROUT @ BARS (TYP) EXISTING INFIELD 1 COURSE SMOOTH FACE I I I I I I COLORED CONCRETE BLOCK R2" 1 1 N/2 EXPANSION I I I I I I BURIED BLOCK SHALL BE 8 "X16" CMU #" BARS X 16" T NG @ 2' -0" O.C. DRILL & DRIVE I TO CONCRETE #5 VERT. WI LL REI F @'4' -0" O.C. DWL TO FTG FILL CORES SOLID T W/ 3000 PSI GROUT @ BARS (TYP) I I I I 1 1 ',.'X I 0 0 2' EXPANSION A X JOINT MATERIAL 1' -8' 4" POURED T T 0 0 CONCRETE SLAB 5.00' ° W/ FIBER MESH NOTE: 4" POURED CONCRETE FTG: 12" X 24" 8" 8" SLAB IS BY SECTION 32 13 13 5.00' W/ 2 #5 CONT. BTM. FTG: 12" X 24" III ' o • ; O: ••• O W/ 2 #5 CONT. BTM. ° I I ENGINEERED FILL 3" CLEAR O,d _ —III I I— III — III — III — III — III — III — III — III — III — III — III — III — III — III — III — III —I I I� � — — — — — — — — — 12., LII�IIIII�IIIII��IIII��III11eIIlI��IIIII��IIIII�IIIII�IllI�I I�11lI�1111�I III — II�III SECTION 1 4 SECTION 4 12" C8.4 8" THICK PRECAST CONCRETE #4 BARS X 12" FILL TOP BLOCK SOLID SPECIAL COATING & ROOF- GROUT ENDS OF CELLS LONG @ 2' -0" O.C. W/ 3000 PSI CONCRETE 8" MIN. TOPPING (SECT 09960) SOLID AT PLANT DRILL & DRIVE WATERPROOF PRECAST SLABS INTO CONCRETE GROUTED KEYWAY- c CAULK TOP OF JOINT W/ PENETRATING SEALER (REFER TO SPECIFICATIONS) p AS REQUIRED FOR #4 BARS X 12" 1/4" GALV BENT) d a Q 000 WATERPROOFING LONG @ 2' -0" O.C. PLATE (PT BY 09500) d 8" d Q D DRILL & DRIVE a �� O Q o 0 INTO CONCRETE I I a 8" X 8" BOND BEAM W/ 2 # 5 BARS 1 /2 "0 x 6 "L HEADED I I I CONT. CUT TOP BLOCK TO SLOPE STUDS @ 24" O.C. TO 1/2" PER FOOT AT ENDS d � I I SIfEP BOND GROUT SOLID (8" MIN) I I I 1 I 8" X 16" COLORED ROCK FACE BLOCKS. COLOR SHALL BE VERIFIED 2' O O WITH THE ARCHITECT PRIOR 8' -8" I I I I I TO CONSTRUCTION ° I I I I 74•, #5 VERT. WALL REINF @ 4' -0" O.C. BEARING WALL MAX. DWL TO FTG FILL CORES SOLID I I I I I d W/ 3000 PSI GROUT @ BARS (TYP) EXISTING ° 1 COURSE SMOOTH FACE INFIELD 1 1 I 1 1 5 COLORED CONCRETE BLOCK BEARING EDGE RZ" I I N/2 EXPANSION I I I I T> BURIED BLOCK SHALL BE C8.4 Vl IVIAA 8 "X16" CMU ° • d ° -Al SPECIAL COATING & 4" POURED TOPPING (SECT 09960) CONCRETE SLAB ° BREAK OUT TOP OF W/ FIBER MESH PLANK &GROUT SOLID NOTE: 4" POURED CONCRETE SLAB IS BY SECTION 32 13 13 5.00' 1/4" GALV BENT FTG: 12" X 24" PLATE (PT BY 09500) j W/ 2 #5 CONT. BTM. !- I d ° M ENGINEERED FILL 1/2"0 x 6 "L HEADED I p ° °O 3" CLEAR pad I STUDS @ 24" O.C. 00 I1= 11�— LJII II1II��III��III��.ILMIJ��. 11'.JII II I11 Eui ��W7=. 1 2 SECTION 2 12 ".. c8.4 6 LONG EDGE C8.4 2 36 "X84" HOLLOW 1 C8.4 METAL DOOR C8.4 THICKENED 8X8 LINTEL BLK SLAB EDGE W/245 CONT. 46' -0' 2- DUGOUT B #5 VERT WALL STORAGE REINF @ 4'- 0" O.C. 00 °D DWL TO FTG.(TYP) S.C.J. 10.00' 34' -0' . . . . . . . . . . . 10' -8" 35' -8" 4" FIN. CONCRETE 8' REINFORCED SLAB W/ FIBER 4" FIN. CONCRETE CONCRETE FOOTING MESH SLAB W/ FIBER MESH 3 DUGOUT B LAYOUT 2!,4/ (3rd BASE -SIDE) DRAWN @ 0.125 size 2" EXPANSION JOINT MATERIAL ENGINEERED FILL 4" POURED CONCRETE FLOATING SLAB NOTE: 4" POURED CONCRETE SLAB IS BY SECTION 32 13 13 - 17 _L _1 - Lr1- I- i- ri-r -1 -77_7- -L* I I I I 1 4" CONCRETE SLAB I 1 SLAB ENGINEERED FILL 2" EXPANSION JOINT MATERIAL 0 1 IL onow � � a fv ,r �a- a- `� o 0r 0! GROUTED KEYWAY- WATERPROOF PRECAST SLABS 8" THICK PRECAST CONCRETE N N CAULK TOP OF JOINT W/ PENETRATING SEALER ROOF- GROUT ENDS OF CELLS M N AS REQUIRED FOR (REFER TO SPECIFICATIONS) SOLID AT PLANT V o FILL BLOCK SOLID WATERPROOFING a ABOVE BOND BEAM F_ OH W ti w U I.L 0 F- .° •' + Z >. M w � m ''^^ 0 V♦ o N N U >1 0 C &0.' ,p _ -- m .- i!!— !i! !� !—III — U Ln III— III —II III— III a , >� 3v 5 ., 12" C >1 aEo�O #" BARS X 16" T NG @ 2' -0" O.C. DRILL & DRIVE I TO CONCRETE #5 VERT. WI LL REI F @'4' -0" O.C. DWL TO FTG FILL CORES SOLID T W/ 3000 PSI GROUT @ BARS (TYP) I I I I 1 1 ',.'X I 0 0 2' EXPANSION A X JOINT MATERIAL 1' -8' 4" POURED T T 0 0 CONCRETE SLAB 5.00' ° W/ FIBER MESH NOTE: 4" POURED CONCRETE FTG: 12" X 24" 8" 8" SLAB IS BY SECTION 32 13 13 5.00' W/ 2 #5 CONT. BTM. FTG: 12" X 24" III ' o • ; O: ••• O W/ 2 #5 CONT. BTM. ° I I ENGINEERED FILL 3" CLEAR O,d _ —III I I— III — III — III — III — III — III — III — III — III — III — III — III — III — III — III — III —I I I� � — — — — — — — — — 12., LII�IIIII�IIIII��IIII��III11eIIlI��IIIII��IIIII�IIIII�IllI�I I�11lI�1111�I III — II�III SECTION 1 4 SECTION 4 12" C8.4 8" THICK PRECAST CONCRETE #4 BARS X 12" FILL TOP BLOCK SOLID SPECIAL COATING & ROOF- GROUT ENDS OF CELLS LONG @ 2' -0" O.C. W/ 3000 PSI CONCRETE 8" MIN. TOPPING (SECT 09960) SOLID AT PLANT DRILL & DRIVE WATERPROOF PRECAST SLABS INTO CONCRETE GROUTED KEYWAY- c CAULK TOP OF JOINT W/ PENETRATING SEALER (REFER TO SPECIFICATIONS) p AS REQUIRED FOR #4 BARS X 12" 1/4" GALV BENT) d a Q 000 WATERPROOFING LONG @ 2' -0" O.C. PLATE (PT BY 09500) d 8" d Q D DRILL & DRIVE a �� O Q o 0 INTO CONCRETE I I a 8" X 8" BOND BEAM W/ 2 # 5 BARS 1 /2 "0 x 6 "L HEADED I I I CONT. CUT TOP BLOCK TO SLOPE STUDS @ 24" O.C. TO 1/2" PER FOOT AT ENDS d � I I SIfEP BOND GROUT SOLID (8" MIN) I I I 1 I 8" X 16" COLORED ROCK FACE BLOCKS. COLOR SHALL BE VERIFIED 2' O O WITH THE ARCHITECT PRIOR 8' -8" I I I I I TO CONSTRUCTION ° I I I I 74•, #5 VERT. WALL REINF @ 4' -0" O.C. BEARING WALL MAX. DWL TO FTG FILL CORES SOLID I I I I I d W/ 3000 PSI GROUT @ BARS (TYP) EXISTING ° 1 COURSE SMOOTH FACE INFIELD 1 1 I 1 1 5 COLORED CONCRETE BLOCK BEARING EDGE RZ" I I N/2 EXPANSION I I I I T> BURIED BLOCK SHALL BE C8.4 Vl IVIAA 8 "X16" CMU ° • d ° -Al SPECIAL COATING & 4" POURED TOPPING (SECT 09960) CONCRETE SLAB ° BREAK OUT TOP OF W/ FIBER MESH PLANK &GROUT SOLID NOTE: 4" POURED CONCRETE SLAB IS BY SECTION 32 13 13 5.00' 1/4" GALV BENT FTG: 12" X 24" PLATE (PT BY 09500) j W/ 2 #5 CONT. BTM. !- I d ° M ENGINEERED FILL 1/2"0 x 6 "L HEADED I p ° °O 3" CLEAR pad I STUDS @ 24" O.C. 00 I1= 11�— LJII II1II��III��III��.ILMIJ��. 11'.JII II I11 Eui ��W7=. 1 2 SECTION 2 12 ".. c8.4 6 LONG EDGE C8.4 2 36 "X84" HOLLOW 1 C8.4 METAL DOOR C8.4 THICKENED 8X8 LINTEL BLK SLAB EDGE W/245 CONT. 46' -0' 2- DUGOUT B #5 VERT WALL STORAGE REINF @ 4'- 0" O.C. 00 °D DWL TO FTG.(TYP) S.C.J. 10.00' 34' -0' . . . . . . . . . . . 10' -8" 35' -8" 4" FIN. CONCRETE 8' REINFORCED SLAB W/ FIBER 4" FIN. CONCRETE CONCRETE FOOTING MESH SLAB W/ FIBER MESH 3 DUGOUT B LAYOUT 2!,4/ (3rd BASE -SIDE) DRAWN @ 0.125 size 2" EXPANSION JOINT MATERIAL ENGINEERED FILL 4" POURED CONCRETE FLOATING SLAB NOTE: 4" POURED CONCRETE SLAB IS BY SECTION 32 13 13 - 17 _L _1 - Lr1- I- i- ri-r -1 -77_7- -L* I I I I 1 4" CONCRETE SLAB I 1 SLAB ENGINEERED FILL 2" EXPANSION JOINT MATERIAL 0 1 IL onow PRELIMINARY DRAFT AGENCY REVIEW � � a fv ,r L O h v Z v W � F_ J a � M 7—T J C7Ne V a Z a F_ OH W ti w U I.L 0 F- L7 co co M w � ''^^ 0 V♦ o N N - Z0Lu O�'Z &0.' ,p _ -- _ i!!— !i! !� !—III — U Ln III— III —II III— III a , >� 3v 5 cis 12" C >1 aEo�O N °-�Em10 00 W�� C W }0 1 v a Qo on CL O o Uw Ecav;� �� t 0 _0 0 v a N 0 C —.«. O.0 Cp 0 0 M � N A 0 -0 = t 0 -p , O m v► C 00 i V) Z m Qm -� t 0 L 3 0 C� 0) 0 — a.0 =30 1 PRELIMINARY DRAFT AGENCY REVIEW Z � � a fv ,r O h v v W � F_ M C7Ne V W ti U I.L J L7 co co cf)oO � cn o N N Z0Lu O�'Z (j) �� _ M U Ln Z O = cis Lo Z Paz W aa� W�� w a to 1 ~ U LL O o Uw J0u o A Ln M � O W Z O F_ V I.L J a co co cf)oO cn Z0Lu O�'Z (j) �� _ M U Q LU Z O = cis Lo Z Paz aa� W�� w a to 0 0 LL LL O o J0u o W w a W 0 N ■ 0 s N 314 TOTAL 6-TOTAL 320 TOTAL NET 18 " NET 33 " SEATING SEA TS WHEELCHAIR CAPACITY SPACES 0 7x8 RAFTERS 17' OL. Z OR DTR SPA 6" it-it FlBERGLA68 INSULATION 4 MIL POLY VAPOR BARRIER IM GYP&M BOARD STANDING METAL SEAM ROOF - COLOR TO VENTED ALUMINUM SOFFIT BLEACHER AND DUGOUT ROOF AND FAGA 8Y81EM n 2 -7xIV HEADERS 04 OR BTR - FEM -FIR) SHEATHING TO SHEATHING DIMENSION RAFTER TIE RAFTER TIE 4. OVERHANG x 4 , D D BUBF£NDED GEILMG, USG PROFESSIONAL SERIES - VERIFY 4' 0. ,- 1 J i�_ C— L m W m TYPICAL WALL 0 "TIRUCTION, m CIL r uj _ STRATFORD WEAVE PANELING �d ��.) 1/2- GYPSLM BOARD Lg MBTALL 13 - i IR• DIA GR01?ET8 M N 4 ML POLY VAPOR BARRIER a g ® 7x4 OR 7x6 STUDS (SEE PLAN) 0 DO r 'NORCO• GLIDER WINDOW R S 6" R -b FWEIWA A86 INSULATION OR -6 7x4 STUDS - 16. Or- p WINDOWS Vim. 'to. O. b' -0• X 4' -O' 3 VY R -11 FIBERGLASS INSULATION to2" CDX PLYWOOD (VERIFY) IUEFER TO FLOOR PLAN WE 1~ IEERFY 11111 Ol N PANEL •B" SIDING 61-0. OG. PtZtTOR•ED FOR'11CA COUNTER-TOP pO r ALIMINM SHELF p FASTEN BOTTOM PLATE _ DRACIMT OF END WALLS TO �R COMMERCIAL CARPET JOISTS 0 3/4' T ♦ G APA - RATED � 20d RS NAILS WI�tlE h h PLYWOOD BUDFLOOR EVENLY SPACED AND 4 ML POLY VAPOR STAGGERED NTO 7 TIM BARRIER JOISTS EACH END FASTEN END RIM JOISTS TO SUPPORT STILL I -BEMIS WITH 3/8' DIAM. x b" LAG DOLTS THROUGH PLATE INTO RIM JOISTS EACH ETD BOTTOM 2" JOISTS - 12" O.C. - M OR BETTER SPFJ - JOIST HANSSER - SIMPSON U26 OR BETTER EACH END - V1" EXTERIOR PLYWOOD ON BOTTOM OF JOISTS V -08 RIM JOIST TO R'M JOIST CROSS SECTION SCALE 3/4" . I' -0• im po O 318. OIAM x b• LAG DOLTS 24. OG. THROUGH STEEL 1 -BEAM SUPPORT INTO SILL PLATE AND RIM JOISTS STAGGER INTO ALTERNATING PLYS 7x6 TREATED A0 CCA SILL PLATES, • 8 STAINLESS STEEL SCREWS W O,C, INTO ALTERNATING PLY8 Sd NAILS 6. O.C. AT ALL PANEL EDGES PAR64 -M TO WIND LOAD. REMAINING NAILS TO BE @" OL. NAILING SCHEDULE - ROOF SHEATHING ELECTRICAL NOTES: OA F'RE- FABRICATED PRESS BOX SHALL COME WITH A COMPLETELY FINISHED ELECTRICAL SYSTEM. EMPTY CONDUITS FOR SPEAKER WIRES, SCOREBOARD CONTROL, AND OTHER RELATED FUNCTIONS SHALL BE STUBBED TO OUTSIDE OF PRESS BOX FOR HOOK -UP BY ELECTRICAL CONTRACTOR DATA AND PHONE 0 FIELD COMMUNICATION O 0 SCOREBOARD CONTROL 0 PUBLIC ADDRESS CONTROL 0100 AMP PANEL, LOCATED ON REAR WALL, ODUPLEX OUTLETS ALONG REAR WALL, ONE PER 6' OF BOX. OD LOW VOLTAGE PANEL, LOCATED ON REAR WALL. �/ OCONTINUOUS PLUG MOLD 2000 ALONG TOTAL LENGTH OF FRONT WALL. RECEPTACLES AT 2' -0" Or- PLUG MOLD AT 32" ABOVE FLOOR, (ABOVE INTERIOR SHELF AND BELOW WINDOW SILL) 1. ELECTRICAL CONDUIT AND WIRING TO BE BURIED IN STRUCTURE. 2. ELECTRICAL OUTLETS - INSTALL SINGLE DUPLEX OUTLETS M EACH COMPARTMENT FOR ELECTRIC HEATER 3. LIGHT FIXTURES - 24" X 48',3 LAMP STATIC FLUORESCENT RECESSED LAY -IN GRID TROFFER FLUSH STEEL DOOR FRAME. 1/2" X 1/2" X 1/2" SILVER PLASTIC CUBE LOUVER 4. PROVIDE SURFACE MOUNTED, HIGH ABUSE INCANDESCENT FIXTURE WITH POLY CARBONATE GLOBE AT EACH ENTRANCE. 5. WIRING TO MEET 1REGMJIRED SERVICE. CONDUIT t0 ! STUBBED OUT OF PRESS BOX READY FOR RE-CONNECT OF 6. LOCATE MAN DISCONNECT AND CIRCUIT BREAKER PANELS ON SHOP DRAWINGS. 'I. RECONNECT EXISTING WIRING FOR SCOREBOARD CONTROLS, PA. SYSTEM, AND COACHES COMMUNICATION EQUIPMENT. INCLUDE THE PULLING OF WIRE TO THE COMMUNICATION BOXES AND PROVIDE REQUIRED CONNECTORS. S. PROVIDE SURFACE METAL RACEWAY MOUNTED ABOVE COUNTERTOP, BUT BELOW WINDOW. TWO -PIECE CONTINUOUS WALL TO WALL, SINGLE RECEPTACLES IS" ON CENTER 9. PREW50X SUPPLIER TO FURNISH AND INSTALL FOUR WATERPROOF, GF�C.I, DUPLEX RE=CEPTACLES WITH "IN -USE" COVERS, ON ROOF. MOUNT ON HANDRAIL, ON ROOF, IS" ABOVE ROOF DECK CONCEAL IN STRUCTURE AND STUB OUT OF STRUCTURE AT RECEPTACLE. 10. PROVIDE 2 -GANG JUNCTION BOX WITH 1/2" CONDUIT TO COMMUNICATIONS CABINET AT EACH WALL, ADJACENT TO COUNTERTOP AND PROVIDE FOUR WEATHERPIROOF JUNCTION BOXES DIRECTLY ADJACENT TO ELECT4RICAL ON ROOF. ALL SHOP AND /OR FABRICATION DRAWINGS FOR STRUCTURAL COMPONENTS OF THE GRANDSTAND SYSTEMS, INCLUDING FOOTINGS AND FOUNDATIONS, SHALL BE DESIGNED AND CERTIFIED BY A REGISTERED STRUCTURAL ENGINEER CURRENTLY LICENSED TO PRACTICE IN THE STATE OF MINNESOTA. COMPLETE CERTIFIED STRUCTURAL CALCULATIONS SHALL ACCOMPANY SUBMISSION OF SHOP DRAWINGS. DRAWINGS AND CALCULATIONS SHALL CLEARLY NOTE ALL DESIGN LOADS IN ACCORDANCE WITH THE MINNESOTA STATE BUILDING CODE. O 0 a0 b �l RIM JOIST TO RM JOIST DIMENSION 00 TRIPLE 7X8 RM JOISTS 5UIL0ING DESIGNED POP- ROM -- - - - - -- -100 PAP. LIVE LOAD WALLS:---- - - - -74 PAP. WIND LOAD FLOOR'---- - - - -IM PAP. LIVE LOAD RIM JOIST TO RIM JOIST DMENSION SHEAR WALLS AND END WALLS: NAILING 80EOW.E, 8d NAILS 6. OG ALL PANEL EDGES. F EMAINNG NAILS 17. OL. 1/16• APA RATED BHEATNNG (BOTH SIDES OF WALLS) JOIST LAYOUT SCALE, 1,2* . I' -0• SHEATHING TO SHEATHING DIMENSION v / 4. OVERHANG x (TYPICAL) D D a v� m E 04 N 0. ,- 1 J �mL) W C— L m W m d CIL W 111 uj "-Ecrn`� �d ��.) t d a >1 Lg MBTALL 13 - i IR• DIA GR01?ET8 M N W�� J a g ® D000 ® 0 DO TIOFICO" GLIDER WINDOW 'NORCO• GLIDER WINDOW 7x6 BEARMG PLATES R O. b' -0" X 4' -0• RO. 5'-0" X W -0" 'to. O. b' -0• X 4' -O' 3' -3 Ian W-iW bl-w 3' -3 VJW ni -n• 61-0. OG. WITH A 7xB JOIST ABOVE 0 r m 7X8 JOISTS @• OL. Sj • 7 AND BETTER BPF. .1 Ll 00 TRIPLE 7X8 RM JOISTS 5UIL0ING DESIGNED POP- ROM -- - - - - -- -100 PAP. LIVE LOAD WALLS:---- - - - -74 PAP. WIND LOAD FLOOR'---- - - - -IM PAP. LIVE LOAD RIM JOIST TO RIM JOIST DMENSION SHEAR WALLS AND END WALLS: NAILING 80EOW.E, 8d NAILS 6. OG ALL PANEL EDGES. F EMAINNG NAILS 17. OL. 1/16• APA RATED BHEATNNG (BOTH SIDES OF WALLS) JOIST LAYOUT SCALE, 1,2* . I' -0• LEFT ELEVATION SCALE, 1/4' - I'-0" SHEATHING TO SHEATHING DIMENSION WALL " T° I - - II SSM2X416"Or FLOOR PLAN SCALE, 14" . 1' -0" WiEYERRAUBER PANEL •D" 81DNG 0 r [1 FRONT ELEVATION RIGHT ELEVATION SCALE, 1/4' . i'-0" SCALE, V4• - I' -0' PRELIMINARY DRAFT N O 0 Z m N C >1 O U C m .- 0, 3 N L_ Ot0Uw SHEATHING TO SHEATHING DIMENSION v / 4. OVERHANG x (TYPICAL) D D a v� m E 04 N 0. ,- 1 J �mL) W C— L m W m d CIL W 111 uj "-Ecrn`� �d ��.) t d a >1 Lg MBTALL 13 - i IR• DIA GR01?ET8 M N W�� J a Q ® D000 ® 0 DO TIOFICO" GLIDER WINDOW 'NORCO• GLIDER WINDOW ' N ORCO" GLIDER WINDOW R O. b' -0" X 4' -0• RO. 5'-0" X W -0" 'to. O. b' -0• X 4' -O' 3' -3 Ian W-iW bl-w 3' -3 VJW ni -n• LEFT ELEVATION SCALE, 1/4' - I'-0" SHEATHING TO SHEATHING DIMENSION WALL " T° I - - II SSM2X416"Or FLOOR PLAN SCALE, 14" . 1' -0" WiEYERRAUBER PANEL •D" 81DNG 0 r [1 FRONT ELEVATION RIGHT ELEVATION SCALE, 1/4' . i'-0" SCALE, V4• - I' -0' PRELIMINARY DRAFT N O 0 Z m N C >1 O U C m .- 0, 3 N L_ Ot0Uw y- M v / � x O v / a v� m E 04 N 0. ,- 1 J �mL) W C— L m W m d CIL W 111 uj "-Ecrn`� �d t d a >1 LU C — 0 + - U s o 0 M N W�� J a Q Q m Z L. r- t m 0_0 L 3 U D 4 v7 m ^J y- M U � O a v� m E 04 N 0. ,- 1 o0 N-p 0 LN C— L m W m d CIL 0 � 0 -0 "-Ecrn`� �d t d a >1 Q ui C — 0 + - U s o 0 M N p m � v i •- s m m = O N L C Z L. r- t m 0_0 L 3 U D 4 v7 m 30 O z O V �0P Z w O ch z Vw2 W Paz Joa uj FL Ye JOO a� m ♦W V / a m 4 rrW � M w O � W ti N N �o �G U w c Ln Q J M w a O W v U � � M O n LL M co co 0 U) (n M w, C M O J O 0 In d In 2 (q Z U g U) W a -� L 0 � O 0 LL Y U 0 0 N r ° m i \GENERAL NOTES � A. ALL CONDUIT EXPOSED ABOVE GRADE SHALL BE RIGID STEEL. PROVIDE CONDUIT SUPPORTS NOT MORE THAN 5'-0" ON CENTER WHEN EXPOSED. CC y G � i � B. COVER AND PROTECT CONCRETE SLABS, CURBS AND GUTTERS AS v �' REQUIRED TO PREVENT UNDERMINING, DISTRESS AND DAMAGE DUE TO � \ \ WORK IN THIS CONTRACT, ALL DAMAGED CONCRETE TO BE REPLACED AT CONTRACTORS EXPENSE. w 5 \ C. LOCATIONS AND SIZES OF ALL UNDERGROUND UTILITIES SHOWN ARE R E APPROXIMATE ONLY. VERIFY ALL UTILITIES. CONTRACTOR RESPONSIBLE FOR REPAIR TO ANY DAMAGED UNDERGROUND UTILITIES. D. CONTRACTOR RESPONSIBLE FOR LOCATING AND PROTECTING ALL SITE UTILITIES, INCLUDING PRIVATE UTILITIES. CONTACT GOPHER STATE ONE CALL \ PRIOR TO ANY EXCAVATION. BARBED WIRE FENCE m �© PROPOSED UTILITY COMPANY PAD MOUNT TRANSFORMER.-- 23 PANEL H1 ENCLOSURE W / \ O >e 1 21 4 FT WROUCT RON FENCE E. CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CONSTRUCTION STAKING. SPECIFIC NOTES: s e / M Q r 0 1-C. PVC, 3 #12 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O3 1-C. PVC, 3 #10 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O BARBED WIRE FENCE m �© PROPOSED UTILITY COMPANY PAD MOUNT TRANSFORMER.-- 23 PANEL H1 ENCLOSURE W / \ O >e 1 21 4 FT WROUCT RON FENCE E. CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CONSTRUCTION STAKING. SPECIFIC NOTES: > co O O ROUTE THRU LIGHTING CONTACTOR CABINET. M Q r 0 1-C. PVC, 3 #12 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O3 1-C. PVC, 3 #10 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O 1- 1/4 "C. PVC, 3 #8 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O 1- 1/4 "C. PVC, 3 #6 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. © SEE DETAIL 2/E3. �m- O7 PROVIDE CONNECTION TO SCOREBOARD, SEE 4/E3. UI O FIELD AIM FLAG LIGHT AND ADJUST BARN DOORS. SEE DETAILS 5/E3 AND 6/E3. O9 3/4 "C. PVC, 2 #12 + GND, XHHW, CU. a= 10 SEE DETAIL 6/E3 AND 7/E3. 1 1 1-1/4"C. PVC, 2 #4 + GND, XHHW, CU. 12 1-1/4"C. PVC, 4 #4 + GND, XHHW, CU. 13 MOUNT RECEPTACLE AT 36" ABOVE GRADE MOUNTED ON BATTING CAGE SUPPORT J � POST. 14 PROVIDE RECEPTACLE WITH METAL "WHILE —IN —USE" COVER. 15 3/4 "C. PVC, 2 #8 + GND, XHHW, CU. 16 8" X 8" X 36" HIGH TREATED WOOD POST WITH 20 AMP, 240 VOLT, 1 PHASE TWIST LOCK RECEPTACLE. RECEPTACLE TO HAVE WHILE —IN —USE COVER, AND NEMA 3R ENCLOSURE. POST TO EXTEND BELOW FROST LINE AND HAVE MINIMUM 6" OF CONCRETE BACKFILL. VERIFY ELECTRICAL REQUIREMENTS WITH OWNER. 17 PROVIDE CONNECTION TO PRESS BOX PANEL BOARD. PRESS BOX FURNISHED BY OTHERS. VERIFY EXACT REQUIREMENTS. 18 1" C. 2 #6 + GND, XXHW, CU. 19 PROVIDE 1-1/2" CONDUIT TO PRESS BOX LOW VOLTAGE CABINET. EXTEND CONDUIT UP POLE TO SPEAKER ELEVATION, VERIFY HEIGHT. 20 SURFACE MOUNT FIXTURE UNDER BLEACHER, CIRCUIT TO PANEL L1 #5, 1/2"C. 2 #12. 21 3/4 "C. PVC, 3 #10 + GND, XHHW, CU. 22 1"C. PVC, 3 #8 + GND, XHHW, CU. 23 SEE 1/E3. PRELIMINARY (NOT TO BE USED FO R 3 CONSTRUCTI ®N) o > co O c M Q r c W o co m �m- UI 0 > a= ®0c70:� I J Z Q QU J � F. WV ~ J W V) CD �E�� e„ Ld o U E C) V) 00 J cc CD d >��.� � D- a e 0= cn e :5 � N h � W�h CSN� U� ti i~ O U1 ° O W w� �o O O Lij Vj � W � o awe n Z O V J boa 00 cl)C)0 Z W 0 J /= g�� _ � U z =� L) L �% 00�z cl) aa-� W r O WLL a� O tC LL LL O O w Q' N o LL Y —��U o Q O w mLL W Q m M 0 Lu 0 20 40 V) mmmi ELECTRICAL SYMBOL SCHEDULE 1. THESE SYMBOLS COMPRISE A STANDARD LIST. NOT ALL SYMBOLS MAY APPEAR ON ABBREVIATIONS: THIS PROJECT. ® KEYED NOTE MT EMPTY CONDUIT 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. AB ABOVE COUNTER NF NON FUSED MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT SPECIFICALLY ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER MOUNTING AFG ABOVE FINISHED GRADE NL NIGHT LIGHT HEIGHTS LISTED. C CONDUIT TIB TELEPHONE TERMINAL BOARD 3. DASHED SYMBOL INDICATES EXISTING. SLASHED SYMBOL INDICATES TO BE REMOVED. CB CIRCUIT BREAKER WP WEATHER PROOF SHADED LIGHT FIXTURE INDICATES CONNECTION TO THE EMERGENCY SYSTEM CCT CIRCUIT OR CIRCUITS OR NIGHT CIRCUITS. DED DEDICATED CIRCUIT 1500 W MH EM EMERGENCY CIRCUIT MUSCO # LSG- 1500 -5P- SLS -OB1 BRACKET OR APPROVED EQUAL EWC ELECTRIC WATER COOLER B1 FU FUSE 480 GFCI GROUND FAULT CIRCUIT INTERRUPTING X GND GROUND MOUNTING MOUNTING SYMBOL DESCRIPTION HEIGHT SYMBOL DESCRIPTION HEIGHT Q LIGHT FIXTURE B2 BRANCH CIRCUIT HOME RUN 46" 480/3 X L7 HOME RUN DESTINATION 80' POLE ® FLUORESCENT LIGHT FIXTURE SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST, AREA LIGHT BRACKET B,10— BRANCH CIRCUIT NUMBERS 22.2 Cl SPORTS LIGHTER - ��ISOLATED GROUND CONDUCTOR 1 LIGHT FIXTURE ON EMERGENCY OR NIGHT POLE Cl - �CROSSMARKS INDICATE QUANTITY OF #12 1500 W MH LIGHT CIRCUIT MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL CONDUCTORS. ABSENCE OF CROSSMARKS C2 A FIXTURE TYPE TYPICAL LIGHTING CIRCUIT FIXTURE DESIGNATION 480 p0 INDICATE 2 #12. \ CONDUCTORS LARGER THAN #12 ARE X 8a— 70' POLE DENOTED THUS. SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST � SWITCHING POLE D1 D1, D2 SPORTS LIGHTER ® EXIT LIGHT. SHADED SECTION INDICATES 30 CONDUIT CONCEALED IN WALL OR CEILING 1 FACE ORIENTATION. 1500 W MH , CONDUIT CONCEALED IN /UNDER FLOOR MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL Q JUNCTION BOX (STEM INDICATES WALL MOUNTED) E CONDUIT RUN EXPOSED 1 SINGLE RECEPTACLE PANEL H1, CIRCUIT CONDUIT STUBBED OUT & BUSHED 2.1 DUPLEX RECEPTACLE 30 CONDUIT VERTICAL TRANSITION UP 2 F RECESSED DOWN LIGHT CONDUIT VERTICAL TRANSITION DOWN g AL FOUR PLEX RECEPTACLE X MATCH MARK FOR CONDUIT CONTINUATION 4000K LED MULTI- OUTLET ASSEMBLY (MOA) LITHONIA #FMML- 7 -8 -30 OR APPROVED EQUAL SPACE SPARE C 18 —UE UNDERGROUND ELECTRIC (OE= OVERHEAD 30 SPECIAL PURPOSE OUTLET 36 ELECTRIC) 1.6 27711 181. AA AREA LIGHT a" SWITCH (LOWER CASE LETTER INDICATES PANEL H1, CIRCUIT —�T UNDERGROUND TELEPHONE (OT= OVERHEAD X POLE 4000K LED TELEPHONE) LITHONIA #DSX1 LED OR APPROVED EQUAL LIGHT FIXTURES CONTROLLED, 2 =2 -POLE, BB FLAG LIGHT MVOLT 3 =3 -WAY, 4 =4 -WAY, K= KEYED, MC= MOMENTARY CONTACT, L =LOW 18" MOTOR /EQUIPMENT SLIPFITTER VOLTAGE, P =PILOT LIGHTED TOGGLE, NARROW SPOT DISTRIBUTION, NATURAL ALUMINUM FINISH, VANDAL GUARD, FULL VISOR LITHONIA #DSXF3 LED 8 A530/40K NSP MVOLT AFTS FV VG DNAXD OR APPROVED EQUAL FLAG LIGHTS D =DOOR) AREA LIGHT MVOLT 5 NOTE 3 X PANELBOARD, SURFACE 5000K LED INDICATES ALL DEVICES UNDER ONE LITHONIA #OLW 31 OR APPROVED EQUAL GENERAL NOTES: A. CONTACTOR CABINET MANUFACTURER SHALL PROVIDE CONTROL VOLTAGE TRANSFORMER AS REQUIRED FOR HIS USE. COORDINATE WITH INSTALLING COVER PLATE B -low- PANELBOARD, FLUSH 40 TRANSFORMER T1 ® SWITCHBOARD (SHOWN TO SCALE) 60" �I DISCONNECT SWITCH 60" NOTES: 1. POLE SHALL BE PROVIDED WITH MOUNTING PLATE FOR TYPE'AA' FIXTURE, COORDINATE PLATE BOLT PATTERN AND PLATE ORIENTATION. SEE DETAILS 1 /E1 AND 3/E3. 2. MOUNT TO SPORTS LIGHTING POLE AS SHOWN. 42 NOTES: ® TELEPHONE TERMINAL CABINET 60" ® MAGNETIC STARTER 54" U� p CONTROL /SPECIAL CABINET �I COMBINATION STARTER o 0 © AMPLIFIER 0 MANUAL MOTOR STARTER SWITCH �Ln v TELEPHONE OUTLET 64" o- PUSHBUTTON (W =WALL MOUNTED) v CRT /DATA OUTLET 16" 0 TRANSFORMER 1 GROUNDING ELECTRODE SPEAKER = (STEM INDICATES WALL MOUNTED) ^I � ® MICROPHONE OUTLET O (STEM INDICATES WALL MOUNTED) VOLUME CONTROL O LIGHT FIXTURE SCHEDULE FIXTURE LETTER TYPE FIXTURE TYPE VOLT FLUOR HID LED MOUNTING LAMP CONTROL MEDIA (LENS, LOUVER, ETC.) MANUFACTURER'S CATALOG NUMBERS REMARKS Al, A2 SPORTS LIGHTER 480 CONTACTOR ID X REMARKS 80' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 5 FIXTURES, REMOTE BALLAST, AREA LIGHT BRACKET MUSCO # LSG- 1500 -5P- SLS -OB1 BRACKET OR APPROVED EQUAL NOTE 1 B1 SPORTS LIGHTER 480 POLE A2 X 14.8 80' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST, AREA LIGHT BRACKET MUSCO # LSG- 1500 -9P- SLS -OB1 BRACKET OR APPROVED EQUAL NOTE 1 B2 SPORTS LIGHTER 480 480/3 X C3 80' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST, AREA LIGHT BRACKET MUSCO # LSG- 1500 -9P- SLS -OB1 BRACKET OR APPROVED EQUAL 22.2 Cl SPORTS LIGHTER 480 1 X POLE Cl 70' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL NOTE 1 C2 SPORTS LIGHTER 480 BASEBALL FIELD X 480/3 70' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL POLE D1 D1, D2 SPORTS LIGHTER 480 30 X 1 70' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL 480/3 E NOT USED 1 SPARE PANEL H1, CIRCUIT AREA LIGHTING 2.1 277/1 30 C9 2 F RECESSED DOWN LIGHT 120 g u X RECESSED 4000K LED WHITE TRIM RING, OPAL LENS LITHONIA #FMML- 7 -8 -30 OR APPROVED EQUAL SPACE SPARE C 20/1 30 SPACE 36 FLAG LIGHTING 1.6 27711 30 AA AREA LIGHT MVOLT PANEL H1, CIRCUIT FUTURE LOT LIGHTING X POLE 4000K LED TYPE 3 DISTRIBUTION, HOUSE SIDE SHIELD, NATURAL ALUMINUM FINISH LITHONIA #DSX1 LED OR APPROVED EQUAL NOTE 2 BB FLAG LIGHT MVOLT 35 ® U O cn 73 °- G5 X SLIPFITTER 41 OOK LED NARROW SPOT DISTRIBUTION, NATURAL ALUMINUM FINISH, VANDAL GUARD, FULL VISOR LITHONIA #DSXF3 LED 8 A530/40K NSP MVOLT AFTS FV VG DNAXD OR APPROVED EQUAL FLAG LIGHTS CC AREA LIGHT MVOLT 5 NOTE 3 X SURFACE 5000K LED DARK BRONZE FINISH, INTEGRAL PHOTO CELL LITHONIA #OLW 31 OR APPROVED EQUAL GENERAL NOTES: A. CONTACTOR CABINET MANUFACTURER SHALL PROVIDE CONTROL VOLTAGE TRANSFORMER AS REQUIRED FOR HIS USE. COORDINATE WITH INSTALLING CONTRACTOR. B 60/2 40 TRANSFORMER T1 SPARE 41 b 20/1 NOTES: 1. POLE SHALL BE PROVIDED WITH MOUNTING PLATE FOR TYPE'AA' FIXTURE, COORDINATE PLATE BOLT PATTERN AND PLATE ORIENTATION. SEE DETAILS 1 /E1 AND 3/E3. 2. MOUNT TO SPORTS LIGHTING POLE AS SHOWN. CONTACTOR CABINET SCHEDULE CABINET NUMBER 1 H1 BUS AMPS 400 VOLTS 480/277 VOLTS/ CONTACTOR WIRE 4 MCB 400 MLO LOAD /POLE CIRCUIT DESCRIPTION FULL LOAD AMPS PHASE SIZE (AMPS) CONTACTOR ID ZONE REMARKS POLE Al BASEBALL FIELD 14.8 480/3 30 Cl 1 m POLE A2 BASEBALL FIELD 14.8 480/3 30 C2 1 6 POLE B1 BASEBALL FIELD 22.2 480/3 30 C3 1 8 POLE B2 BASEBALL FIELD 22.2 480/3 30 C4 1 POLE Cl POLE Cl BASEBALL FIELD 11.1 480/3 30 C5 1 POLE C2 POLE C2 BASEBALL FIELD 11.1 480/3 30 C6 1 19 POLE D1 BASEBALL FIELD 11.1 480/3 30 C7 1 21 POLE D2 BASEBALL FIELD 11.1 480/3 30 C8 1 SPARE PANEL H1, CIRCUIT AREA LIGHTING 2.1 277/1 30 C9 2 NOTE 1, 4 34 SPARE g u 20/1 28 SPACE SPACE PANEL H1, CIRCUIT SPACE SPARE C 20/1 30 SPACE 36 FLAG LIGHTING 1.6 27711 30 C10 3 NOTE 2 PANEL H1, CIRCUIT FUTURE LOT LIGHTING 33 277/1 30 C11 4 NOTE 3 32 AREA LIGHTS SPACE 35 ® U O cn 73 °- G5 C 20/1 SPARE 36 FLAG LIGHTS SPARE 30 C12 5 NOTE 3 SPECIFIC NOTES: 1. FOR CONTROL OF TYPE'AA' LIGHT FIXTURES. 2. FOR CONTROL OF TYPE'BB' LIGHT FIXTURES. 3. CONTACTOR IN BASE BID. 4. LIGHTS ON AT DUSK, OFF AT 11:15 PM, VERIFY. GENERAL NOTES: A. CONTACTOR CABINET MANUFACTURER SHALL PROVIDE CONTROL VOLTAGE TRANSFORMER AS REQUIRED FOR HIS USE. COORDINATE WITH INSTALLING CONTRACTOR. PANELBOARD SCHEDULE PANEL DESIGNATION H1 BUS AMPS 400 VOLTS 480/277 PHASE 3 WIRE 4 MCB 400 MLO LOAD DESCRIPTION CCT LOAD KW BCB BCB LOAD KW CCT LOAD DESCRIPTION POLE Al 1 20/3 A 20/3 m 2 POLE A2 3 B 4 5 C 6 POLE B1 7 BATTING CAGE RECEPT 30/3 A 30/3 20/1 8 POLE B2 9 g 10 11 C 12 POLE Cl 13 20/1 20/3 A 20/3 SPARE 14 POLE C2 15 B 16 17 C 18 POLE D1 19 20/3 A 20/3 20 POLE D2 21 B 22 23 C 24 SPACE 25 SPARE SPARE A 20/1 26 SPACE SPACE 27 SPACE SPARE g u 20/1 28 SPACE SPACE 29 SPACE SPARE C 20/1 30 SPACE SPACE 31 SPACE PRESS BOX A 20/1 60/2 32 FUTURE LOT LIGHTING SPACE 33 BOOSTER TRAILER OUTLET 23 B 20/1 NOTES: 1. PROVIDE PANEL WITH NEMA 3R ENCLOSURE. 34 AREA LIGHTS SPACE 35 ® U O cn 73 °- G5 C 20/1 36 FLAG LIGHTS SPARE 37 20/1 A 20/1 38 SPARE SPARE 39 20/1 B 60/2 40 TRANSFORMER T1 SPARE 41 b 20/1 C 42 NOTES: PANELBOARD SCHEDULE PANEL DESIGNATION L1 BUS AMPS 100 VOLTS 240/120 PHASE 1 WIRE 3 MCB 100 MLO LOAD DESCRIPTION CCT LOAD KW BCB BCB LOAD KW CCT LOAD DESCRIPTION 3RD BASE LINE RECEPT 1 20/1 A 15/1 m 2 BATTING CAGE RECEPT 1ST BASE LINE RECEPT 3 20/1 B 15/1 4 BATTING CAGE RECEPT UNDER BLEACHER LIGHTS 5 20/1 A 20/1 6 SCORE BOARD SPARE 7 20/1 B 20/1 8 SPARE SPARE 9 D 20/1 A 20/1 0 10 SPARE SPARE 11 20/1 B 20/1 12 SPARE SPARE 13 20/1 A 20/1 14 SPARE SPARE 15 20/1 B 16 SPACE SPARE 17 u 20/1 A C) �jEIn 18 SPACE SPARE 19 20/1 B 20 SPACE PRESS BOX 21 aD O O 60/2 A 20/2 22 BOOSTER TRAILER OUTLET 23 B 24 NOTES: 1. PROVIDE PANEL WITH NEMA 3R ENCLOSURE. PRELIMINARY (NOT TO BE USED FOR CONSTRUCTION) 0/20/13 wV y _W A h y V h� W N � c W co C) �2 co co O M Q r r M r � C) co r N r m 1=m.® O O C5 > a= ® 0 u 0:� V♦ W J D 0 W ♦2 V♦ V) � O T E U u C) �jEIn V3 Q 7s �O L= 6 aD O O D E 00 E R J T ® U O cn 73 °- G5 � co .� e c) D= V) e zj O Q) � N h � w � h b O w � a U� o 0 h �Ln ,, rOo tot ^I � O Z O t� V J N �i O Q M 00 �v0 N Z Cn W J � OV V Z O = U i LLn 0 N N a/ Z Q W O ix Q � W �QN/ I.f� Q Y L) '- O o w I.fi LL LL J V O O MQ W LL ♦W V/ MQ W M IN Lu UTILITY COMPAQ METER AND BA NOTE: METER AND C/T MOI ON CABINET EXTERIO Hnnr, ) (p, +w CABINET EXTERIOR ELEVATION - BACK NO SCALE NEW NEMA 3R EXTERIOR PAD LOCKABLE ENCLOSURE, BY APPROVED MANUFACTURER AND ASSEMBLER. PROVIDE SHOP DRAWINGS OF ENCLOSURE FOR APPROVAL. REFER TO ELEVATION FOR REQUIRED ELECTRICAL DEVICES. PROVIDE ADEQUATE VENTILATION. MINIMUM 10go GALVANIZED STEEL, NSP GREEN ENAMEL FINISH, SIZE AS REQUIRED. NEW UTILITY COMPANY PAD MOUNTED TRANSFORMER C/T CABINET CONCRETE PAD. REINFORCE WITH WELDED WIRE FABRIC METER 1 �24' 1 PAD PLAN VIEW ENCLOSURE VERIFY SIZE NO SCALE NOTE: A. PROVIDE DEDICATED 20AMP, 120 VOLT CONTROL POWER TO CONTACTOR CABINET, VERIFY EXACT REQUIREMENTS. TO PRESS BOX PANELBOARD LIGHTING CONTACTOR 1"C, 2 #6 CABINET #1. PANEL CONT. 1- 1/4 "C, 3 #3 H1 CAB 277/ #1 TRANSFORMER T1 480V 25KVA, NEMA 3R 480 TO 240/120 VOLT I T I 6" MINIMUM IT 1 ABOVE GRADE 6" MINIMUM BELOW GRADE PAD BY ELECTRICAL CONTRACTO 1 "C, PVC, 2 #6 PAD TO BE SIZED PER NOTES NEW SECONDARY CONDUIT 3-1/2"C, PVC 4 #500 MCM BRANCH CIRCUIT CONDUITS, PAD BY ELECTRICAL CONTRACTOR, REFER TO PLAN BRANCH CIRCUIT CONDUITS, SEE DETAIL 2/E3 REFER TO PLAN NEW UNDERGROUND (4) 2" PVC CONDUIT STUBS UNDER (2) 1 -1/2" PVC CONDUIT STUBS UNDER PRIMARY BY UTILITY COMPANY PANEL H1 CONDUITS TO BE STUBBED CONTACTOR CABINET CONDUITS TO BE OUT 2 FEET BEYOND PAD. STUBBED OUT 2 FEET BEYOND PAD. EXTERIOR ELEVATION - FRONT INTERIOR ELEVATION - FRONT NO SCALE NO SCALE * CAP CONDUIT AND MARK SITE ELECTRICAL SERVICE AND CONNECTION DETAIL LOCATION ON AS -BUILT DRAWINGS, EXTEND CONDUITS E3 SCALE: N.T.S. TO THE NORTH I VIEW A -A SCALE: 3/8' 1' -0" A A �T rYP TYP 9 rf2" rrp' 3. -0. P r - - - -- - - -, rOP TO NAVE BROOM ti I r.0 FINI9i OR PORM -cD FINISH Typ IL -- , = -ID� -� --- -- J 5• 9 1 f2. - { TYP 2 TON X 3' A ANCHOR 7` -Fx' I5 REC1'G) PLAN) VIEW SCALE: ifs' = T` O" PAD MOUNT TRANSFORMER DETAILS SCALE: NONE DESIGN NOTES I) DESIGN NLESS OTHERWISE USED HERWISE SPECIFED 2) DESIGN LOADINGS. A. AASHTO HS- 20 -44, W/ IMPACT. B, SOIL WEIGHT = 120 PCF. C. DEPTH OF OVERBURDEN 0.0' MIN, 5.V MAX. D. ASSUMED WATER TABLE: BELOW BOTTOM OF SLAB E. EOUIV. FLUID PRESSURE = 40 PCF F. 80 PSF LATERAL LIVE LOAD SURCHARGE 3) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6500 PSI (MIN,) 4) STEEL REINFORCEMENT REBAR, ASTM A -615 GRADE 60 CEMENT: ASTM C -150 SPECIFICATIONS BILL OF MATERIALS TYPE QTY (50I0514 CONCRETE Mix - SCC CYD) .08 5100611 2 TON %$ 3/4- A ANCHOR 5 LUMINAIRE FIXTURE MANUFACTURERS (SEE SCHEDULE) REQUIREMENTS, SPORTS LIGHTING 34 POLE MANUFACTURE SHALL -° C) COORDINATE EXACT MOUNTING QUICK CONNECT DETAILS. PROVIDE PLATE ON WIRE HARNESS POLES NOTED, SEE LIGHT V) ,) E CO FIXTURE SCHEDULE. REFER TO ELECTRICAL ENCLOSURE ELECTRICAL SITE PLAN FOR PLATE (NEMA 3R) CONTAINING: ORIENTATION. - DISCONNECTING MEANS #6 BARE CU - FUSES - BALLASTS STEEL SLIP -FIT _\ d Q OVER TAPERED I 0 CONCRETE BASE � �1 PRODUCT WEIGHTS LID O TOP 0 R15ER 0 SLAB 3900 BASE 0 TOTAL L95 0 DRAWN BY: BT /07 2TPfG 2 DATE: af 2a /pv A DWG NAW PA CS i Of 2 8090 -07 —PAD CHECKED BT; DATE: SALES MOER#: SSA HT: 0 Oldcastle Precast 6820 5433RD AYE RAW5ET, WN 55303 PHONE:(763) 323 -3548 PANEL L1 120/240 VOLT BRANCH CIRCUITS SEE PLANS STRUT SUPPORT LEGS AS REQUIRED 6'x6' x4" CONCRETE PAD BY ELECTRICAL CONTRACTOR POLE CAP POLE (SEE SCHEDULE) LUMINAIRE (SEE SCHEDULE) PLATE FOR TYPE 'AA' LIGHT PAD DIMENSIONS FIXTURE AT 20 FEET ABOVE A GRADE. PLATE TO ACCEPT - C D I E F MOUNTING BOLTS, AND PROVIDE H WIRING ACCESS PER LIGHT LUMINAIRE FIXTURE MANUFACTURERS (SEE SCHEDULE) REQUIREMENTS, SPORTS LIGHTING 34 POLE MANUFACTURE SHALL -° C) COORDINATE EXACT MOUNTING QUICK CONNECT DETAILS. PROVIDE PLATE ON WIRE HARNESS POLES NOTED, SEE LIGHT V) ,) E CO FIXTURE SCHEDULE. REFER TO ELECTRICAL ENCLOSURE ELECTRICAL SITE PLAN FOR PLATE (NEMA 3R) CONTAINING: ORIENTATION. - DISCONNECTING MEANS #6 BARE CU - FUSES - BALLASTS STEEL SLIP -FIT _\ d Q OVER TAPERED I 0 CONCRETE BASE � �1 UNDERGROUND PRECAST CONCRETE ACCESS HOLE BASE EXTENDS ABOVE GROUND CONDUIT AND J DO WIRE REFER TO 0 PLAN FOR SIZE GRADE I I AND TYPE. #2/0 WIRE 24" GROUND ROD ► I MIN. 3/4" X 10' 3' (TYP) COPPER WELD I I I I I I I I I I I I I I I I I I I PRESTRESSED CAST - ' I I CONCRETE BACKFILL, CONCRETE BASE I I I I 30" DIA. MIN. I I I I I I I I I I I I I I I I L- -LJ - -J SPORTS LIGHTING POLE DETAIL SCALE: N.T.S. ----------------------------------- -- --------- -- --------- � ^el / I A iI I I k r/2 A I i I I I I r I I I I I j I I I I r i I I r I , € 30" WHERE POSSIBLE { NOTE c I LESS THAN 30" + Q 00' I I IS ACCEPTABLE , NoTE 7 D 28 I PRI. SEC. 1 I I SIDE SIDE i ! i BUILDING LINE r (AT SIDES OR BACK) NOTE: S D -------------- — _ f L_'; i ------- - - - - -- - - - - -- -fir —' NOTE: 2 _ -_- - NOTE: 1 dl CHAMFER EDGE 9' ,, 1 2" o � i „ v • a v • v e y o :�.. / ��"* fj FrIiN�IS» I" R-A� DE f 'oW /m �! a s • J r o . a . ✓ ,l /,,..� �,,#+' %� ✓n ✓.c� HY%---- - - - - -I -------------------------- ------------- - - - - ----fir ii EXTEND 5' ABOVE PAC} GROUND ROD li IY ii n u NOTES: 1. MINIMUM DISTANCE FROM CONCRETE PAD TO BUILDING, 24" WHERE PAD MOUNT CAN BE POSITIONED WITH A CRANE. 48" WHERE A CRANE CANNOT BE USED. 2. 1/0 BARE COPPER GROUND GRID FURNISHED & INSTALLED BY WRIGHT— HENNEPIN ELECT. 3. CUSTOMER TO DESIGN PAD TO SUPPORT THE "DESIGN WEIGHT" LISTED UNDER "PAD DIMENSIONS" WITHOUT SETTLING. 4. CONCRETE OR PIPE BARRIERS MAY BE REQUIRED FOR PROTECTION FROM TRAFFIC. BARRIERS WILL BE PROVSDED BY CUSTOMER AND INSTALLED BY CONTRACTER AS DIRECTED BY W.H4 E- 5. GROUND RESISTANCE NOT TO EXCEED 25 OHMS AS MEASURED. (SEE M2 -2PM) 6, LOCATE CONDUITS FOR SECONDARY CABLES AS CLOSE TO RIGHT EDGE OF OPENING AS POSSIBLE. 7. CENTER CONDUITS ON PRIMARY SIDE ( "F" DIMENSION) AS SHOWN, EXTEND 2 - 5" CONDUITS OUT BEYOND TRANSFORMER PAD, PARKING LOT, ROADWAY & CURBS TO GREEN AREA AS DIRECTED BY W.H.E. TRANSFORMER KVA PAD DIMENSIONS DESIGN WEIGHT A B 1 - C D I E F I G H 45,75.112,150.225,300, 500 80 80 1 F 13 48 24 2.4 34 10000 LBS REVISIONS CONCRETE PAD & GROUNDING GRID 6 -06 NEW SPEQ - 5RILIT QUT UMB I THREE PHASE PAD MOUNT TRANSE. ENG'R: ARIGHT— HENNEPIN ELECTRIC 6 -06 APPROVED BY: DETM_ ERA ENGINEERING DEPARTMENT la UMB 15 SCOREBOARD AND STRUCTURAL SUPPORT BY OTHERS. 3/4 "C, 2 #10 + GND - -- - - - - - - - - - - - - - - - - -------- - - - - -- -- -- WP, GFCI DUPLEX RECEPTACLE 20 AMP. NEMA 3R FUSED DISCONNECT, VERIFY FUSE SIZE WITH MANUFACTURER. RECEIVER BOX ON FRONT OF SUPPORT. POWER TERMINATION -/ POINT, FIELD VERIFY BRANCH CIRCUIT CONDUIT FEEDING TO UNIT REQUIREMENTS. TO BE MOUNTED ON FACE OF BEAM. REFER TO PLAN FOR SIZING. GRADE GROUND ROD WITH GROUNDING EMBED CONDUIT CONDUCTOR INSTALLED IN 1/2" IN CONCRETE CONDUIT WHERE EXPOSED ABOVE FOOTING, VERIFY GRADE. GROUND PER NEC AND MANUFACTURERS RECOMMENDATIONS. NOTES: A. ALL EXPOSED CONDUIT OR CONCRETE EMEBEDDED CONDUIT TO BE RIGID STEEL. B. DISCONNECT AND RECEPTACLE TO BE MOUNTED DIRECTLY TO STEEL I BEAM, STRUT MOUNTING ONLY WITH ENGINEERS APPROVAL. C. ELECTRICAL CONTRACTOR TO CONNECT WIRING BETWEEN SCOREBOARD SECTIONS. D. MOUNT AND WIRE RECEIVER BOX FURNISHED WITH SCOREBOARD PER MANUFACTURERS RECOMMENDATIONS. SCOREBOARD SERVICE EQUIPMENT SCALE: N.T.S. FLAG FLOODLIGHT, FIELD AIM ADJUSTABLE SLIP FITTER SIZE FOR 2" PIPE 2" RIGID STEEL CONDUIT EXTENDING MINIMUM OF 6" INTO CONCRETE BASE 2" CAMBER TOP GRADE LEVEL 12" ABOVE GRADE m I I , CONDUIT REDUCER 24" MIN. - - - - 4 8" DIA X 18" HIGH CYLINDER OF 6" X 6 " -10 GA REINFORCING MESH 3/4" PVC CONDUIT OR o \ AS NOTED ON PLAN SEE SITE PLAN FOR CIRCUITRY 12 "� DIA FLOODLIGHT & BASE DETAIL — FIXTURE TYPE BB 6' -6" 6' -6" 0 30' FLAGPOLE FLAG LIGHT FIXTURES, SEE SCHEDULE SCALE: N.T.S. TYPICAL FLAG LIGHT LOCATION PLAN— SCALE: N.T.S. V d g C� C0 § G � i � � u ai m � � 0 � w i 0 M O O Co r M M N z M_ M W O Co Q O ry T > �_y ® 0 u 0:� V♦ J Q W Im � N h � E_ w � h w Q M Co O 0 O E w�a �! -° C) cl) E U� (' V) ,) E CO J O m L I— u� Lf> O Z V N a QQ 0 o 0 CZC G 4- h U d Q Ln 0 V � �1 E 3 LL O 0 -O J DO 0 ® 0 � Qn Z L� ^I Q; z 0 c� Q) e D= V) e 73 O 0:� Im � N h � E_ w � h w Q M Co O 0 O . w�a �! � cl) U� (' LL! Z J O m L I— u� Lf> O Z V N a QQ 0 o 0 CZC G 4- h U Ln 0 V � �1 LL O � W a L� ^I Q; Uqh M 0 J O E_ Q M Co O 0 O Co co �! � cl) (' LL! Z J O m L I— u� Lf> O Z V N a QQ 0 J Q M Co 0 O Co co cl) cl) (' LL! Z J O m L I— u� Lf> w O LLB V Z V N a QQ 0 N a U-) CZC G 4- OY U 0 V � LL g M CITY OF CORCORAN PARK CAPITAL FUND REPORT jheinecke October 10, 2013 9c. CASH FUNDS Park Memorial Dedication Park Maintenance PROJECT DETAIL Date 2013 BEGINNING BALANCE 332,139.56 L 10,669.25 Jan -13 Memorial Brick 100.00 Jan -13 Stone & Steel (67.00) Mar -13 Interest Earned 116.80 Mar -13 Interest Earned 5.26 Jun -13 Interest Earned 5.32 Jul -13 Park Dedication (Heinz) 3,000.00 Aug -13 Chelsea Caye (287.50) Aug -13 Park Dedication 3,600.00 Oct -13 Chelsea Caye (430.00) Oct -13 Stone & Steel (67.00) 1 2013 YTD ACTIVITY 6,682.80 (706.92 ) 0.00 0.00 0.00 0.00 ENDING BALANCE 338,822.36 9,962.33 0.00 0.00 0.00 0.00 1 of 2 CITY OF CORCORAN FARMERS STATE SAVINGS October 10, 2013 Savings Date Expense Interest Revenue Balance 12/2011 7.21 11,707.88 5/2012 Garden Maintenance (727.77) 10,980.11 3/2012 7.38 10,987.49 6/2012 Garden Maintenance (231.36) 10,756.13 6/2012 7.30 10,763.43 7/2012 Garden Maintenance (107.40) 10,656.03 8/2012 Garden Maintenance 10,656.03 10/2012 Garden Maintenance 10,656.03 9/2012 10,656.03 12/2012 13.22 10,669.25 3/2013 5.26 10,674.51 8/2013 Garden Maintenance (287.50) 10,387.01 6/2013 5.32 10,392.33 10/2013 Garden Maintenance (430.00) 9,962.33 TOTAL $ (1,784.03) $ 213.55 $ 10,000.00 $ 9,962.33