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Planning Commission Meeting Packet 12-05-2024NEW SCANDIA TOWNSHIP PLANNING COMMISSION AGENDA December 5, 2006 7:30 P.M. 1. Call to order by Chairman Chris Ness 2. Public Hearings a) Cingular Wireless. Conditional Use Permit to Install Antennas and Equipment on Existing Cellular Tower located at 12160 Scandia Trail North. b) David Rodquist, 20412 Quinell Avenue North. Variance for Septic System Design c) Jon Rodgers. 23409 Lofton Avenue North. Variance for Septic System Design d) Scott and Mary Ann Andersen. 19580 St. Croix Trail. Minor Subdivision of 31.6 Acres into Three Parcels 3. New Business 4. Old Business 5. Additions to the Agenda 6. Adjournment Meeting Date: Agenda Item: 12/05/2006 a • a� /0C T- 3 Planning Commission/ Town Board Agenda Report Town of New Scandia 14727 209" St. North, P.O. Box 128 Scandia, MN 55073 (651) 433-2274 Action Requested: Hold a public hearing and consider the application of Cingular Wireless for a Conditional Use Permit to allow co -location of antennas on an existing cell phone tower and to construct an equipment building and additional fencing at 12160 Scandia Trail North. Deadline/ Timeline: 60-day review period expires January 2, 2007 Background: Township Planner Berry Farrington will present her report and recommendations at the hearing. Recommendation: The planners recommended approval of the conditional use permit, with conditions listed in the report. The findings and recommendations have been incorporated into a draft resolution for use by the Commission and Town Board. Attachments/ • Draft resolution Materials provided: a TKDA Memorandum dated 11/28/2006 • Application materials (cingular) Contact(s): Berry Farrington, TKDA 651 292-4400 Prepared by: Anne Hurlburt, Administrator Page 1 of 1 11/28/06 NEW SCANDIA TOWNSHIP RESOLUTION NO. 12-05-06-02 CINGULAR WIRELESS CONDITIONAL USE PERMIT FOR CO -LOCATION OF ANTENNAS, CONSTRUCTION OF EQUIPMENT BUILDING, AND FENCING INSTALLATION WHEREAS, Cingular Wireless has made application for a Conditional Use Permit to co - locate 12 Cingular Wireless antennas housed on three frame mounts on the existing cellular tower, to construct a 230-square foot equipment building near the base of the tower, and to install additional fencing, located at 12160 Scandia Trail North; and WHEREAS, the property is legally described as follows: Part of the SE '/4 of the SE '/ of Section 17, Township 32, Range 20, being the east 650 feet lying north of the centerline of Highway 97; and WHEREAS, the Planning Commission reviewed the request at a duly noticed Public Hearing on December 5, 2006 and has recommended approval; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE TOWN BOARD OF NEW SCANDIA TOWNSHIP, WASHINGTON COUNTY, MINNESOTA, that it should and hereby does approve the request of Cingular Wireless for a Conditional Use Permit. FURTHER BE IT RESOLVED, that the following conditions of approval shall be met: 1. That the antennas, building and fencing are installed per the Cingular Wireless Plan Set dated October 10, 2006 and per American Tower Level 1 Structure Evaluation/Existing and Proposed Antenna Configuration dated July 31, 2006. 2. That the equipment building exterior is similar to the existing equipment building, per the photo submitted by Cingular Wireless. 3. That a grading permit is granted by Washington County. 4. That graded areas are either seeded or sodded in order to prevent erosion. 5. That all fees are paid. Resolution No.: Page 2 of 2 Adopted by the Town Board of New Scandia Township this fifth day of December, 2006. Dennis D. Seefeldt, Chairman State of Minnesota ) ) ss. County of Washington ) I, the undersigned, being the duly qualified and appointed Clerk of New Scandia Township, Minnesota do hereby certify that I have carefully compared the foregoing resolution adopted at a meeting of the New Scandia Town Board on December 5, 2006 with the original thereof on file in my office and the same is a full, true and complete transcript thereof. Witness my hand officially as such Town Clerk and the corporate seal of the Town of New Scandia, Washington County, Minnesota this 5th day of December, 2006. Anne Hurlburt Administrator/ Town Clerk New Scandia Township ATTEST: Town Clerk TKDA ENGINEERS - ARCHITECTS - PLANNERS MEMORANDUM To: Planning Commission, Town Board, Anne Hurlburt, Town Administrator Copies To: Kyle Helmbright From: Richard E. Thompson, AICP 444 Cedar Street, Suite 1500 Saint Paul, MN 55101-2140 (651)292-4400 (651)292-0063 Fax www.tkda.com Reference: Cingular Wireless Conditional Use Permit Proj. No.: 13582.013 New Scandia Township, Minnesota Berry Farrington Routing: Date: November 28, 2006 SUBJECT: Cingular Wireless Conditional Use Permit Request MEETING DATE: December 5, 2006 LOCATION: 12160 Scandia Trail North Portion of the Southeast Quarter of the Southeast Quarter, Section 17, Township 32 North, Range 20 West New Scandia, Minnesota APPLICANT: Kyle Helmbright for Cingular Wireless ZONING: Agriculture District (AG) ITEMS REVIEWED: Application ATTACHMENTS: 1. Photographs, 2. Plan view, Grading and Erosion Control Plan, and Fence Details, 3. American Tower Level 1 Structure Evaluation/Existing and Proposed Antenna Configuration, 4. Land Owner Signature 60-DAY DEADLINE: January 2, 2007 BRIEF DESCRIPTION OF THE REQUEST: The Applicant, Cingular Wireless, requests a Conditional Use Permit to allow co -location of 12 Cingular antennas on the existing cellular tower, to construct a 230-square foot equipment building near the base of the tower, and to install additional fencing. The tower is located at 12160 Scandia Trail North. The proposed 12 antennas would be housed on three frame mounts which would be attached to the tower at 140 feet from the ground, located below the existing antennas. The proposed equipment building would be in addition to an existing 276-square foot building located to the east of the tower. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity Cingular Wireless CUP Page 2 November 28, 2006 New Scandia Township, Minnesota BACKGROUND: The subject property is in the Agriculture District. The New Scandia Zoning Ordinance allows the addition of an antenna on an existing tower by Conditional Use Permit in the Agriculture District. The subject property is 6.9 acres and the cellular tower is the only use on the property. The property is owned by Jose - Mari and Teresa Yasis. The existing cellular tower was granted a Conditional Use Permit in 1997. The tower is owned by American Tower Corporation and it houses antennas for Verizon, T-Mobile and the Washington County Sheriff. EVALUATION OF THE REQUEST: Antenna The Ordinance requires a minimum of three tenants for a tower with a height from 125 feet to 200 feet. The existing antenna is 195 feet tall and currently houses antennas for three entities. Cingular would be the fourth tenant, and so the request meets this condition. As required by Ordinance, the Applicant provided documentation from American Tower Corporation that assures the tower and foundation are adequate to support the existing antenna and the additional antennas proposed by Cingular. Also as required by Ordinance, the application materials, which include construction, grading, and electrical detail, are signed by a Registered Engineer. The Ordinance requires written acknowledgement by the landowner that they will abide by applicable Conditional Use Permit conditions (Attachment 4). Equipment Building The Ordinance requires that all equipment is located within a structure, and that the accessory structure shall be constructed of materials designed to minimize visibility in the neighborhood. The Applicant requests to construct a new equipment building of 11.5 feet by 20 feet. The existing equipment building on the site belongs to Verizon. The Applicant indicates that in the industry, equipment buildings are not shared, and that adequate space to meet Cingular's needs would not be available in Verizon's existing building. The minimum setback from Scandia Trail, designated as a Minor Arterial, is 75 feet from the right-of-way or 150 feet from the centerline, whichever is greater. The rear yard setback requirement is 50 feet and the side yard setback is 20 feet. The proposed structure is approximately 300 feet from Scandia Trail, over 400 feet from the side lot lines, and 70 feet from the rear lot line. The request conforms to the setback requirements. Two accessory structures are permitted on a lot between 3 acres and 20 acres in size. The subject property is 6.9 acres. The total square footage of accessory structures permitted for a lot between 5 acres and 10 acres is 2,500 square feet. The proposed equipment building would be the second accessory structure, and the total area of both buildings would be 506 square feet. The proposal meets the regulations for accessory structures. Cingular Wireless CUP Page 3 November 28, 2006 New Scandia Township, Minnesota The proposed siding material is pebble textured and tan in color. It closely resembles the siding of the existing equipment building (see Attachment 1, Photo 3). Grading and Erosion Control The Grading Plan shows the grading limits, location of silt fence, and topographic contours. Because an area greater than 1,000 square feet would be graded, a grading permit from Washington County is required. The disturbed area must be either seeded or sodded in order to prevent erosion after grading is completed. Fencing and Screening The Applicant proposes additional chain link fence to surround the proposed equipment building and to connect with the existing fence which surrounds the existing tower and building. The proposed fence is 6 feet tall and constructed of chain link with barbed wire on top. The proposed swing gate would be locked with a steel chain and a combination lock. The Ordinance requires that the tower be reasonably protected against unauthorized climbing. One option described in the Ordinance is to enclose the tower with a 6-foot high chain link fence with a locked gate. This is the option that the Applicant proposes. The Ordinance states that the base of the tower, and the tower accessory structures, shall be landscaped where practical. The Applicant proposes to remove one tree. There are existing trees that screen the tower from the road and neighboring properties. Because of the existing trees, the Planners find that additional tree planting is not necessary for screening purposes, although the disturbed areas must be either seeded or sodded. ACTION REQUESTED: The Planning Commission can recommend: Approval 2. Approval with conditions 3. Denial with findings 4. Table the request PLANNING STAFF RECOMMENDATIONS: The Planners recommend approval of the Conditional Use Permit to co -locate 12 Cingular Wireless antennas housed on three frame mounts on the existing cellular tower located at 12160 Scandia Trail North, to construct a 230-square foot equipment building near the base of the tower, and to install additional fencing, with the following conditions: 1. That the antennas, building and fencing are installed per the Cingular Wireless Plan Set dated October 10, 2006 and per American Tower Level 1 Structure Evaluation/Existing and Proposed Antenna Configuration dated July 31, 2006 (Attachments 2 and 3). Cingular Wireless CUP Page 4 November 28, 2006 New Scandia Township, Minnesota 2. That the equipment building exterior is similar to the existing equipment building, per the photo submitted by Cingular Wireless (Attachment 1, Photo 3). 3. That a grading permit is granted by Washington County. 4. That graded areas are either seeded or sodded in order to prevent erosion. 5. That all fees are paid. Attachment 1. Site Photos. Cingular Wireless CUP. IX Photo 1. Existing building. Photo 3. Exterior material of proposed building. Photo 2. Existing fence. U V m lie �o2R2 MC4\'■ lm a_kr A A1IMZRW_AN TbW!'R- C O t/ 0- A T I o Y 81414-PAT 7/31/2006 Level 1 Structural Evaluation ATC Site Number & Name 81414, Scandia I En ' ee ' ID: 26637211 Cbgular Site Number & Name MPLSMN3483A, Scandia Site Address 12160 Sc andiu Trail N. (Hwy 97) Scandia, MN 55073 W Ckunty Tower rt Tower 192 ft PROD Self S7t:1 Standards & Codes ANSY1IA/IIA-222 F003 Minnesota State Budding s�0 mph w/ 0" ratintl Code 69 h w/ ti" radial0 m h w/ O" ram ice Table 1: ana MPosed Antenna Co tion ANTEW4HQ(�iI' A CMUM COAX STA= 194 (12)ArAel LPD-7905/8 on Platfmm w/ Handrails Verimn (12)1-5/8" Existing (6) Comsat PCSAOWl9 179 (6) TTAs on Sector Fnune Molmis T Mobile (12)15/8" Existing 173 (1) 4' Grid Dish on Pipe Mount T-Mobile (1) 718" RxWM9 155 1 D t:crbel D13304 on Side Arm Mount WA SH (1) 7/8" Exisdng (12)71"z14"Panels 140 (6) 35 ft TTAs on Sector Fnune Mounts Cingabtr (12)1-9d8"' Propowd 15 (1) 2' YaSi on Leg Mount AG6= WA S)tenff (1) 3/8" Existing The subject tower and foundation are adequate to support the above stated loads in conformance with specified requirements. 3 PRO=ESSIONAL ENGINEER I hereby ceriity that this plan., specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnasqta. Print Name: YV Ztkwur+ (wty�� Signature: Date • l •OV _`LwB�tlse # I hereby certify that this eagiuccring alm,=t was pcr by me or under my direct pe7sornd supervision and that r am a duly licensed Professional Engineer under the laws ofthe State of Minnesota. ' bads of Tens 1 are con red to the tv sans Grtrerq dp9lgn �pack� or preyiotu gnak,8b. competed to the current code requlrermnts. a The tower should be re-evaluated es future loads are added or if actual loads are found dilrarent from thoae mentioned in Table f. 400 Regency Forest Drive - Cary, NC 27511 - 919.468.0112 Office • 919A66.5414 Fax - www,amaricarMoxnr.com sicSITE ACQUISITION CONSULTANTS Client satisfaction through excellence. November 1, 2006 RE: Conditional Use Permit- Cingular Wireless, Applicant 12160 Scandia Trail North, Scandia, MN 55073 TKDA Project No. 13582.013 Cingular Site No. 1443A-Scandia ATC Site: Scandia, 81414 655 First Bank Drive Palatine, Illinois 60067 Office: 847-991-2100 Fax: 847-991-5707 Email: SAC@siteacquisition.com www. siteacquisition. com Cingular Wireless has made application to co -locate on an existing tower located at 12160 Scandia Trail North. Please let this letter serve as written acknowledgement that the landowner and Cingular Wireless will abide by all applicable conditional use permit conditions. Signed: Jose an Yasis, L do ner Signed: Tbrdsa Yasis, Landowner Signed: Kyle Heln?Rlright, Leasing Agent, SACW, fbr Cingular Wireless GOPHER,• STATE ONE CALL CALL BEFORE YOU DIG 651-454-M02 - Metro 1800-252-1166 - Greater MN www.gopherstateonecall.org DRAWING INDEX MPLSMN3495A-01 TITLE SHEET MPLSMN3495A-02 PLAN VIEW MPLSMN3495A-02A GRADING AND EROSION CONTROL PLAN MPLSMN3495A-02B SILT FENCE DETAILS MPLSMN3495A-03 ELEVATION MPLSMN3495A-04 SLAB & H-FRAME DETAIL MPLSMN3495A-05 SHELTER ELEVATION MPLSMN3495A-06 CONSTRUCTION DETAILS MPLSMN3495A-07 CONSTRUCTION NOTES MPLSMN3495A-08 ELECTRICAL NOTES & SINGLE LINE DIAGRAM MPLSMN3495A-09 POWER DISTRIBUTION CENTER MPLSMN3495A 10 GROUNDING PLAN MPLSMN3495A-11 GROUNDING DETAILS MPLSMN3495A-12 GROUNDING DETAILS MPLSMN3495A-13 GROUNDING DETAILS MPLSMN3495A-14 TELCOINTERFACE MPLSMN3495A-15 RF DATA SHEET & ALARM TERMINATION DIAGRAM MPLSMN3495A-16 SECTORS A & B MPLSMN3495A-17 SECTORS C & BOTTOM JUMPER/BIAS T DETAIL MPLSMN3495A-18 COAX LABELING MPLSMN3495A-19 CABLE PORT DIAGRAM MPLSMN3495A-20 FENCE DETAILS engineers SLOT E.a ..—,lbw S r 1:I Mkvmgml$6 MiNNNroNR 55421 fi.n,w 763 571 <' I— 1- 57, 116, Mn�W-IrNTnak-0�41� • F.pD-lklR Fi ww: �D.y cingul r WIRELESS NEW CINGULAR WIRELESS HEADQUARTERS, LLC SITE NUMBER: MPLSMN3495A SITE NAME: SCANDIA REV. DIRECTIONS FROM THE 13LOOMINGTON CINGULAR OFFICE: 0 0 TAKE 1-494 EAST TO 1-35W. GO NORTH ON 1-35W FOLLOWING IT APPROXIMATELY 35 MILES. TAKE EXIT 129 (MN 97). TURN RIGHT ON MN 97 FOR APPROXIMATLEY 9 MILES. THE SITE IS ON THE LEFT JUST PAST LOFTON 0 AVENUE. 0 VICINITY MAP 0 0 0 0 0 0 0 0 0 0 0 0 L L F 0 - 0 0 0 0 0 SCALE: NONE SITE No. MPLSMN3495A cingular XX WIRELESS SCANDIA NETS GR4GTTIAR TI IROLM W-AD«MREERS, LLC 4300 MARKET PONE DR.. SUITE 350. BLOOMINGTON. W 35435 A&E DESIGN PACKAGE 1 ❑ ACCEPTED —NO COMMENTS, PROCEED 2 ❑ COMMENTS A ❑ SAC WO MSSKANOMUTE F ❑ DEEM OE"nON FRM STANDARD B Cl w DD NO' 1410. WKCTq y G ❑ OWSON5 C ❑ SITE O.4:R REODESTED ORANGES H ❑ AWE G ENDRATOI CHANGE N DESIGN D ❑ DESIGN MOT CHANGES IE W/iOMf RED I ❑ ONOILM CNNIGED SITE DESKN E ❑ M-50 Sm msm J ❑ Onm PERWM TO PROCEED DOES NOT CONSTITUTE ACCEPTANCE OR APPROVAL OF DESIGN DETAIL CALCULADRS. ANAYLSIS, TEST METBODS OR MATERIALS DEVELOPED OR SELECTED BY NNE 9PP11ER IT DOES NOT REUEVE SUPPLIER FROM RILL COMPLIANCE NTH CONTRACTUAL (HN TO& RENEWED BY: RE/PE DATE: RF ENGINEER SA MARKET CONSTRUCTION LEAD CINGULAR WIRELESS APPROVAL Real Estate: Date RF: Date Operations: Date PROJECT INFORMATION SCOPE OF WORK: AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF AN EXISTING SELF-SUPPORT 1 OWE H, INSTALLING PANEL ANTENNAS AND THE PLACEMENT OF AN EOuIPMENT SHELTER. SITE ADDRESS: 12160 SCANDIA TRAIL NORTH SCANDIA, MN 55073 PROPERTY OWNER: AMERICAN TOWER CORPORATION N 1101 PERIMETER DRIVE SCHAUMBURG, IL 60173 CONTACT PERSON SARA BRUMMER 913-530-5419 APPLICANT: NEW CINGULAR WIRELESS HEADQUARTERS, LLC 4300 MARKET POINTE DR. SUITE 350 BLOOMIN,TON. MN 5543� LATITUDE: 45.15'23.5" NORTH (NAD 83) LONGITUDE: 92'51'20.7" WEST (NAD 83) ELEVATION: 963.6' AMSL (NAVD 88) JURISDICTION: NEW SCANDIA TWP PROPERTY TAX I.D. No: 1703220440002 CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY T TION SITE QUALIFICATION PARTICIPANTS NAM OC MPANY A/E AARON EVANS ULTEIG ENGINEERS, INC. SAC KYLE HELMBRIGHT SITE ACQUISITION CONSULTANTS RF RAGHU PARIGI CINGULAR CON LANDLORD SARA BRUMMER AMERICAN TOWER CORPORATION /31/06 ISSUED FOR RENEW AND COMMENT DATE REVISIONS AS NOTED DESIGNED: RAE THE CORRECT RECORD ANLOCAD OMKETTE. SSIDNNL ENGINEER UNDER THE LAWS OF TO OF MINNESOTA REG. ND.43119 JOB NO. NUMBER 763-571-2500 614-408-3059 III C ., 913-530-5419 1 A TITLE SHEET DRAWING No MPLSMN3495A-01 1 ■ 5 4 KSA I f/ ROBLEY A. SEE SITE PLAN ON THIS SHEET FOR ENLARGED VIEW NEW COMPOUND--, Tc'r EXISTING co EXISTING COMPOUND PROPERTY LINE OFFSET DISTANCES: 70't TO NORTH PROPERTY LINE 580't TO WEST PROPERTY LINE 400't TO EAST PROPERTY LINE 300't TO SOUTH PROPERTY LINE 3 EXISTING POWER POLE— Z OVERALL PLAN \\1j 1 c) N.T.S- 0 >�\0 0 UYT LEASE AREA TO MATCH PROPOSED BUILDING FOOTPRINT (11'-5" x 20'-0") EXISTING TREE TO BE REMOVED 40'-0" NEW FENCE 2'-0" TRENCH POWER AND TELCO FROM SHELTER COORDINATE WITH f LOCAL UTILITIES X FOR TERMINATION LOCATION - EXISTING FENCE PROPOSED EQUIPMENT TO BE REMOVED BUILDING (SEE SHEETS 04 AND 05) 17'-7"t 11 PROPOSED ICE BRIDGE; SEE DETAIL 576/06 1 EXISTING FENCE TO BE REMOVED gE EXISTING FENCE 26'-0" NEW FENCE TO BE REMOVED EXTENSIVE GRADING WILL BE / REQUIRED ON NORTH SIDE OF _ COMPOUND. CONTRACTOR TO SLOPE SOIL PER ALL APPLICABLE CODES AND STANDARD INDUSTRY PRACTICES RESTORE GROUND TO MATCH EXISTING. SEE SHEET w 02A FOR MORE INFORMATION 3 z z 0 I oD EXISTING GENERATOR EXISTING 195' SELF-SUPPORT SITE PLAN D 2 4 e SCALE: 3Se"=1'-O" (®22"x34") EXISTING EQUIPMENT PLATFORM PROPOSED 12'-0" WIDE SWING GATE "- EXISTING FENCE EXISTING CURB I 0 'engineers - F..IRw, Rarb SU I. JJT AYn. 763. 712500 BS.YI Phony. -ftml k-DW Fu: 767 9 F b LN.r�IeY•dwdl�Dwalltr,u•Fapo-�u.F� W.e:.ti...wley.wn uN.p's bNo. mu ouo3 SITE No. MPLSMN3495A SCANDIA Xcingular WIRELESS NEW CNdAAR WIRELESS HEAOOLIARIERS, LLC 4300 MARKET MItRE OR., SURE 350, BLOOWNGfON, W 55475 THE SIGNED DRAWING IS THE CORRECT RECORD DOCUMENT, NOT THE A.I.CADDISKETTE. 1 HEREBY CERTIFY THAT THIS PLAN• SPECIFICATION DR E WAS PREPARED A ME OR UNDER NY DNECI SUPERVISION AND THAT I AM A DULY LICENSED PRaEEssxxuL ENGNEMINNESOTAER UNDER THE U WS a THE STATE of PLAN VIEW 0 10/10/05 ISSUED FOR CONSTRUCTION KA RAE RAE A No. 07/S1/O6 DATE ISSUED FOR REVIEW AND COMMENT REVISIONS Kn BY RAE CHK RAE P'I DATE V� RE,. No 43119 _ JOB No DRAWING No I'E.' SCALE: AS NOTED DESIGNED: RAE DRAWN: KBA. ROBLEY A. EVANS MPLSMN3495A-02 0 6 5 4 3 1 2 5'-0" T—SHAPED METAL FENCE POST (NEAR VEHICLE/CONSTRUCTION TRAFFIC) GEOTEXTILE FABRIC ONLY engineers 5ID1 E&M RIW W RWWd BMIIW 304 Mlmepob, Aa.. f.S42, Ph—: 783,5712500 FW 763.671.1160 MI.Wy --IIh W&-DWINIAti Fmp-!WWI! Web: W W urAlOAsm SILT FENCE DETAIL N.T.S. 026 NOTE: SILT FENCE SHALL CONFORM TO MNDOT 3886, TYPE B1 NEAR VEHICLE CONSTRUCTION TRAFFIC, TYPE B3 AT ALL OTHER LOCATIONS. SITE No. MPLSMN3495A SCANDIA �'0 BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL singular X NEW CIN.ZRM IAXLESS FEADOLINF1ER5, LUC 4300 WAPoffT POME DR" SURE 350. BLOOMRNCTON, MN S5435 —SILT FENCE I SILT FENCE: A TEMPORARY BARRIER OF ENTRENCHED PERIEAHIE GEOTEXTILE FABRIC DESIGNED TO INTERCEPT AND SLOW THE FLOW OF SEDIMENT -LADEN FEET FLOW KNOTT FROM SMALL AREAS OF DIS UIRKD SOIL. —SILT FENCE INSTALLATION 1. HEIGHT: INSTALLED SILT FENCES SHALL BE A MINIMUM OF 14' HIGH AND SHALL NOT EXCEED 28' IN HEIGHT MEASURED FROM THE INSTALLED GROUND ELEVATION. 2. SUPPORT SILT FENCES SMALL BE SUPPORTED BY METAL SUPPORTS AS SPECFED BELOW: A METAL SUPPORTS: I. THE FULL HEIGHT OF THE SILT FENCE SHALL BE SUPPORTED BY METAL POSTS AT LEAST 5 FEET LONG WITH A STRENGTH OF 1.33 POUNDS PER FOOT AND HAVE PRQIECIIONS FOR THE ATTACHMENT OF FASTENERS. 2. THE SILT FENCE FABRIC FALL BE ATTACHED IN AT LEAST THREE PLACES ON THE UPSLOPE SIDE WITH 50 POUND PLASTIC TIE STPAP' OR WIE FASTENERS. TO PREVENT DAMAGE TO THE FABRIC FROM FASTENER, THE PROTRUDING ENDS SHALL BE POINTED AWAY FROM THE FABRIC B. THE MAXIMUM SPAOK: OF POSTS FOR NON -WOMEN SLT FENCE SHALL BE 3 FEET AND FOR WOVEN FABRIC B FEET C. WHERE JOINTS ARE NECESSARY. EACH END OF THE FABRIC SHALL BE SECT RELY FASTENED TO A POST. THE POSTS SHALL MEN BE WRAPPED AROUND EACH OTHER TO PRODUCE A STABLE, SECURE JOINT OR FALL BE OVERLAPPED THE DISTANCE BETWEEN TWO POSTS. D A MINIMUM OF 20' OF THE POST SHALL EXTEND INTO THE GROUND AFTER INSTALLATION. 3, ANCIOPoNG: 9LT FENCE SHALL BE ANCHORED BY SPEMING AT LEAST B' OF THE FABRIC IN A 4' WIDE BY 6" DEEP TRENCH, OR 6' DEEP V-TRENCH ON THE UPSLOPE SIDE OF THE FENCE. THE TRENCH SHAL BE BACKFILLED AND COMPACTED. TRENCHES SMALL NOT BE EXCAVATED WIDER AND DEEPER THAN NECESSARY FOR PROPER INSTAIUTION. ON THE TERMINAL ENDS OF SILT FENCE THE FABRIC SHIAL BE MAPPED AROUND THE POST SUCH THAT THE STAPLES ARE NOT VISIBLE. 4. GEOTEX11E FABRIC SPECIFICATIONS. THE GEOTEXTILE FABRIC CONSISTS OF EITHER WOVEN OR NON -WOVEN POLYESTER, POLYPROPYLENE, STATUZED NYLON. POLYETHYLENE, OR POLYVINYLIDENE CHLORIDE. NON -WOVEN FABRIC MAY BE NEEDLE PUNCHED. HEAT BONDED. RESIN BONDED, OR COMBINATIONS THEREOF. 5 REMOVAL' SILT FENCES SHALL BE REMOVED ONCE THE DISTURBED AREA IS PERMANENTLY STABLIZED AND NO LONGER SUSCEPTIBLE TO EROSION. GEOTEXTILE TRENCH SHALL BE A MINIMUM OF 4" WIDE X 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC, FOLD MATERIAL TO FIT TRENCH AND BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL GEOTEXTILE FABRIC TO OVERLAP THROUGH TRENCH — -- _ FLOP TRENCH SHALL BE A MINIMUM OF 4" WIDE X 6' DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC, FOLD MATERIAL TO FIT TRENCH AND BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL 0 10/10/06ISSUED FOR CONSTRUCTION A 07/31/06 ISSUED FOR REVIEW AND COMMENT N0. DATE I REVISIONS SCALE: AS NOTED DESIGNED: RAE TRENCH DETAIL 2 N.T.S. 02 B THE S<CHED DRAWWC IS UHF CORRECT RECOM DOCUMENT. NOT THE A1,IcCAD INSP.ETTE- HERCM CERTIn THAT THIS PLAN. S'EDFICATICIR 1 REPORT WAS MPALO 91 ME OR UNDER MY M FERv1SM AND THAT I AM A DULY LICENSED 40HE551PHA ENPNEER UNDER THE LAWS OF TIE FATE OF MINNESOTA HTE �D'Hi0 _MCC Ne 43119 KBA I - ROBLEY A. 5'-0" T—SHAPED METAL FENCE POST (NEAR VEHICLE/CONSTRUCTION TRAFFIC) SILT FENCE DETAILS lDI) No ORAMNC No MPLSMN3495A-02B /❑ Fla 5 4 r<' 1/2" PREFORMED I JOINT FILLER I I I I C I - CONCRETE BUILDING SLAB: I 4'-0" I SEE DETAILS FOR SLAB I 1 I THICKNESS & REINFORCING I `D AL I (SEE SHEET 02 FOR ORIENTATION) I I I I I I I 1 I I I L---------------------------------- I i * BLDG WALL FOUNDATION GENERAL NOTES: I THE SITE SHALL BE STRIPPED OF ALL VEGETATION PRIOR TO FILL OR D 2" FLAT WASHER CONSTRUCTION OF THE FOUNDATION PAD. 3/4"x2-1/4' BOLT 2. ALL FILL SAND SHALL BE 0-15 P.I. WITH A COMPACTION TEST RUN ON EACH * 6' LIFT - COMPACTED TO 90% MODIFIED PROCTOR. TIE DOWN BRACKET SUPPLIED BY 3. ANY SOFT AREAS (TREE STUMP HOLES, ETC.) SHALL BE CUT OUT AND a , SHELTER RECOMPACTED TO SAID PROCTOR. o a MANUFACTURER 4. THE SUBCONTRACTOR SHALL KEEP THE SITE SO IT WILL HAVE POSITIVE ° 3/4"x2-1/2" DRAINAGE AT ALL TIMES. CONCRETE ANCHOR _ 2" FLAT WASHER 5. ALL EXCAVATIONS SHALL BE FREE OF WATER BEFORE POURING CONCRETE. 6. MINIMUM SOIL BEARING CAPACITY OF 2,000 PSF IN ALL FOUNDATION AND SLAB AREAS. _ ° * * Z tNOTE: IE DOWN PLATE * #2 GROUND PIG TAIL LOCATIONS (4 TYP•) SEE GROUNDING PLAN C SHELTER FOUNDATION PLAN BLDG/FND ATTACHMENT DETAIL B-B N.T.S- N.T.S. CELL PACK SUPPLIED AND INSTALLED BY L.E.C. U-BOLT FASTENER 6'-0" MIN. (L (TYP-) GALV. UNISTRUT OR EQUIVALENT 3" GALV. POWER METER (TYP•) POST CAP 20'-0' #4 ® 10' EW UTILBY ITY Co. w/ #3 TIES (NOTE 1) 1" CHAMFER (TYP.) 3" a 4" THICK CONCRETE SLAB 10"x10" PULL BOX PACK SEE STOOP 6"x6" D8/D8 WWF 6'x4' AT DOOR LOCATION 3" TYP , RESTORE AROUND Q5� SUPPLIED k INSTALLED CROSS SECTION ITISLOPED 1 4" PER FOOT ?S BY G.C. �., SHELTER TO MATCH / a * AWAY FROM SHELTER 3" GALV. o FIN. GRADE SLAB TO BE LEVEL t 1 4" EXISTING. TOP OF POSE 4'-0'Ln FIN. FLOOR B — _ TOP OF FINISH SLOPE I FOUNDATION TD oRaN GEOTEXTILE #3 TIES 024" O.C. GRAVEL BACKFILL '� N / 4 REBAR 6 MIL. VAPOR BARRIER 1 -0" TYP• CONCRETE PIER n (TYP.) NOTES: n GEOTEXTILE 1v • CONCRETE FINISH TO BBUILD UP AREA UNDERE CLASS A TOLERANCE. STOOP w/ GRAVEL 2. TEST FOR 3000 PSI AT 7 Sc 28 DAYS PER POUR BY NOTES: INDEPENDENT LAB. EXPANSION JOINT MATERIAL --' s 1. POWER METER TO FACE FENCE. `: Q.�, 3. FOUNDATION DESIGNED FOR 2000 PSF ALLOWABLE 2. MAY PACK A NEMA PULL BOX MAY BE LOCATED ON EITHER SIDE 1'-O BEARING PRESSURE. SUBCONTRACTOR TO VERIFY SOIL OF H-FRAME. TO BE DETERMINED BEARING CAPACITY PRIOR TO FOUNDATION INSTALLATION. STOOP DETAIL C—C SITE BY SITE. N.T.S. BLDG/FND ATTACHMENT SECTION A -A N.T.S. H-FRAME DETAIL A N.T.S. THE 991ED DRAWVEC 15 THE CORRECT RECORD Xcingular DOCUMENT• NOT THE &AOCAD DISKETTE - I HERM CERTIFY THAT 71*5 PWi. SPECIFICATION SITE No. MPLSMN3495A OR REPORT WAS 0 THAT AFf YE DR IY UCMDER NY DIRECT O RE PORT AN I THAT I AMA R I LICENSED engineers PROPMOOL 04MEERUNDER THE NNESOTA IAWS a THE en sneers eua �� 0 10/10/O6 ISSUED FOR CONSTRUCTION KA RAE FiAE SLAB & H-FRAME DETAIL ARRIr.pofA. AKmr 56421 SCANDIA WIRELESS STATE a -A 43119 NEW CTNfAxAR WWEl,E55 11EADOUARfERS, LLC A 07/31/06 ISSUED FOR REVIEW ANO COMMENT KA RAE RAE GE7£ REO Ph—: 763.6717S00 F— 763.671.1168 16rRdl BYE Ded L.M. F w 61a Fi 4300 MARKET POMBE OR. SUITE 350. ROOMMOTON, MN •�35 No. DATE REVISIONS BY CHK Pp' / � JOB Na. DRAWING No. REV w.b:—.Awo-0ay ~� MPLSMN3495A-04 0 UIWO Job No. WILMM SCALE: AS NOTED DESIGNED: RAE DRAwN. KBA ROBLEY A. EVANS 6 5 4 3 1 ITEM # DESCRIPTION QTY (D VALMONT PART #802603P MTS PART #WB-KS110-138 0 O VALMONT PART #802604P MTS PART #MT-C8269 1 O VALMONT PART # 802605P MTS PART #MT-357-12 0 D (TYP.) COAXIAL CABLE (TYP) MONOPOLE nnnnn INSTALL I IIII1111111 HOIST GRIP 111 II II II III NEAR TOP I II II II II III OF COAXIAL I II II II II III METAL STRAP ITEM N (I I OR 20 I II II II II III CABLE. FURNISHED WITH MHA (SEE L:f3cO] 12" WIDE x 120" LONG ICE BRIDGE 1 II II II it 11 I III II II II III 1 11 II II 11 II 1 - JUMPER TO ANTENNA '- JUMPER TO ANTENNA t INIE CUT ICE BRIDGE CHANNEL O Q LENGTH TO SUIT (SEE NOTES) LJUUUUU Li ANT I '— METAL STRAP 0 o FURNISHED WITH MHA w w w � - [ITEM � 3Q (SEE TABLE)] MHA z z TRAPEZE KIT PARTIAL MONOPOLE ELEVATION GROUND SCREW MHA - - - - ANTENNA MOUNTING - ;o (2) TRAPEZE KITS ARE INCLUDED BTS PIPE (TYP) 0 0 w w WITH ICE BRIDGE. ORDER ADDITIONAL Z TRAPEZE KITS AS REQUIRED, TO GROUND WIRE TO ANTENNA GROUND WIRE Of w MAINTAIN MAXIMUM CABLE SPAN OF GROUND BAR TO ANTENNA ANTENNA MOUNTING (SEE NOTE 2) GROUND w w 3'-0" (TYP) 0 C3 CABLE SUPPORT ON ANTENNA TOWER PIPE TYP ( ) ' 7� cD c2 0 ANTENNA CABLES Imo; JUMPER TO MAIN COAX w w x x c' ARRANGEMENT v DETAIL 565 JUMPER TO MAIN COAX BY SUB -CONTRACTOR � NTS 06 FRONT SIDE C C3 + CONCRETE PIER I in MAST HEAD AMPLIFIER (MHA) MOUNTING DETAIL r NOTES: GPS ANTENNA 1. MHA IS A WEATHERPROOFED ENCLOSURE RATED TO IP65. - (PROVIDED & INSTALLED BY NOTES: OTHERS) 2. BOND MHA GROUND STUD TO GROUND BAR WITH 6 AWG GROUND WIRE. 1. WHEN USING COMPONENTS AS SHOWN IN STANDARD DETAILS, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF 3. PROVIDE SUFFICIENT LENGTH OF JUMPER TO ALLOW FOR BRIDGE CHANNEL SHALL BE 9 FEET FOR 10 FEET BRIDGE CHANNEL. i PROPER APPLICATION OF WEATHER PROOFING AT ANTENNA AND MHA CONNECTIONS. 2. WHEN USING COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, THE 1 1/4" GRS (1 -5/8- O.D.) SPLICE SHOULD BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A PROVIDE APPLICABLE GRS MOUNTING PIPE 4. IF POSSIBLE, MHA SHALL BE MOUNTED BEHIND ANTENNA TO MAXIMUM OF 2 FEET FROM THE SUPPORT. PIPE -TO -PIPE CLAMP (PROVIDED & INSTALLED BY MINIMIZE WIND LOADING ON STRUCTURE. 3. WHEN USING COMPONENTS, SUPPORT SHOULD BE PROVIDED AS CLOSE AS OTHERS) 5. MHA SHALL BE MOUNTED VERTICALLY WITH WEEP HOLE FACING B POSSIBLE TO THE ENDS OF ICE BRIDGES, WITH A MAXIMUM CANTILIVER DOWN. DISTANCE OF 2 FEET FROM THE SUPPORT TO THE FREE END OF THE ICE BRIDGE. 4. CUT BRIDGE CHANNEL SECTIONS SHALL HAVE RAW EDGES TREATED WITH A BRI O.D. ICOAX CABLE (AS REQUIRED CE BRIDGE POST ICE MATERIAL TO RESTORE THESE EDGES TO THE ORIGINAL CHANNEL, OR BY ANTENNA MANUFACTURER) EQUIVALENT, FINISH. 5. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM OTHER DETAIL MANUFACTURERS, PROVIDED THE MANUFACTURER'S INSTALLATION GUIDELINES 1 ARE FOLLOWED. NTS 06 6. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED ELEVATION WITH THE RESPECTIVE MANUFACTURER'S APPROVAL. 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS REQUIRE ENGINEERING APPROVAL. DETAIL Z B. INSTALL DRIP LOOP ON ANTENNA CABLES AT BOTTOM OF TOWER/MONOPOLE. NTS O6 BENDING RADIUS PER MANUFACTURER'S STANDARDS. ICE BRIDGE DETAIL 5 66 A NTS O6 SITE No. MPLSMN3495A Xcingular THE SIGNED DRAWING 15 THE CORRECT RECORD MENF, NOT THE A.I.CAD DISKETTE 1 REAM CMIlT THAT TMS RAN. SKCIFIGITION OR WPM GRIR" T�"ROVMTHAI it OR YLICN W MID THAT I AM A DULY LICENSED o 10/10/06 ISSUED FOR CONSTRUCTION KA RAE RAE �engineers WIRELESS WIOFESWeA p1GMER UNDER THE U11TS OF THE STATE a MINNESOTA fi201 F:MNIrwfTaed euwe208 MlmeapoW, Mirv•.ola SS421 SCANDIA NEW CROXAR TOSS „ ,EM LLC CONSTRUCTION DETAILS A O7/31/OB ISSUED FOR REVIEW AND COMMENT KA RAE RAE DATE REG.N,43119 JOB No. DRAWING Ne. - Ph-7696712500 I—.. 702.571.1168 YnnidY-fY k-DadUd I-F p-6a•Fk 43W MARKET PONTE DR., SUITE 350, 81.0011 MORON, a% WIM No. DATE REVISIONS W CHK SCALE: AS NOTED DESIGNED: RAE DRAWN: KBA L A. MPLSMN3495A-06 0 ='I"— TJM16 Jee No. a06o6Da 6 5 4 3 1 9 1 NQTUS_ NOTES: GENERAL NOTES I. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: ABBREVIATIONS TO THE START OF CONSTRUCTION. PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 CONTRACTOR - OWNER'S CONTRACTOR UNLESS OTHERWISE NOTED. SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) ACL ABOVE GRADE LEVEL 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER OWNER - CINGULM UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT 2. ALL WELDING FULL BE PERFORMED USING E70XX ELECTRODES AND OEM - ORIGINAL EOIPMENT MANUFACTURER BTS BASE TRANSCEIVER STATION ALL TILES, AND WHERE REWIRED FOR THE PROPER EXECUTION OF THE WELDLNG FULL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE (E) EXISTING NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE 2. PRIOR TO THE SUBMISSION OF BIDS. THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL WE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME RISC 'MANUAL OF STEEL CONSTRUCTION'. PAINTED SURFACES TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE MIN MINIMUM CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING SWILL BE TOUCHED UP. ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL OR DRILLING PIERS AROUND OR NEAR UTILITIES SUBCONTRACTOR BE BROUGHT TO THE ATTENTION OF CONTRACTOR. N.T.S. NOT TO SCALE SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE REF REFERENCE INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED (3/4-0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE SPACE C) ELECTRICAL SAFETY D) TRENCHING h EXCAVATION. UNLESS NOTED OTHERWISE. CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES RF RADIO FREQUENCY AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS. AND LAWFUL ORDERS OF ANY T.B.D. TO BE DETERMINED 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK PROJECT SPECIFICATIONS. 5/8' DIA ASTM A 307 BOLTS UNLESS NOTED OTHERWISE, ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY T.B.R. TO BE RESOLVED SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. TYP TYPICAL 4. IF NECESSARY, RUBBISH, D FROM THE SITE SAND STONES AND OTHER 5' INSTALLATION CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. REO REWIRED REFUSE STALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD ON F CONFORM TO 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EOUIPMEM, EGR EQUIPMENT GROUND RING MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE AWC AMERICAN WIRE GAUGE 5. ALL EES. WHICH INACTIVE SEWER, WATER. GAS. ELECTRIC AND OTHER SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT DRAWINGS. UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. BE REMOVED AND/OR CAPPED, (LUGGED OR OTHERWISE DISCONTINUED SPECIAL INSPECTIONS. REWIRED BY GOVERNING CODES, SHALL BE WIGS MASTER GROUND BUS AT POINTS WHICH WALL NDT INTERFERE WITH THE EXECUTION OF THE PERFORMED INORDER TO MAINTAIN MANUFACTURER'S MAXIMUM 6. 'KITTING UST' SUPPUED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY WORK. CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE EG EQUIPMENT GROUND LOCOAL MAIM HIE; SUU!LCT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR ALLOWABLE LOADS. SUPPLIED BY THE SUBCONTRACTOR. L BCW BARE COPPER WIRE 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SAID SMART INTEGRATED ACCESS DEVICE 6. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE STRUCTURAL STEEL NOTES: MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNACE GEN GENERATOR 7. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY DETAIL 62Q B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE IGR INTERIOR GROUND RING (HALO) FROM THE BTS EQUIPMENT AND TOWER AREAS. SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE O7 CONTRACTOR. FIBS RADIO BASE STATION S. NO FILL OR EMBANKMENT MATERIAL SHALL ICE PLACED ON FROZEN SUBCONTRACTOR UNO UNLESS NOTED OTHERWISE GROUND. FROZEN MATERIEMBANKMENT. S, SNOW OR ICE SHALL NOT BE PLACED m B GROUNDING CABLE AS SHOWN DETERMINE ON THEUAL ROUTING OF CONDUIT. POWER. GROUNDING AND TELCORAND PLAN TORAWI�NGES' SYMBOLS ANY FILL OR ENBANKMENF. 9. THE SUB GRADE SHALL 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS. CURBS, LANDSGIPWC S C SCUD GROUND BUS BAR UNIFORM GRADE PRIOR TOO FINISHED SURFACE APPLICATION. COMPACTED AND BROUGHT TO A SMOOTH AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE 10 10. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND CONCRETE AND REINFORCING STEEL NOTES THE SATISFACTION OF OWNER Ea] SCUD NEUTRAL 8U5 BM 11. SUBCONTRACTOR SHALL LEGALLY ,CUD PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS H R SUPPLEMENTAL GROUND CONDUCTOR NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ALI 301, ACI 31a. COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY ANTENNAS REMOVED ABASED i0 A N THE ROPE, AND STATIONS. TO PREVENT EROSION ACI 336, ASTM A184, ASTM A185 AND THE DES" AND CONSTRUCTION SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 01 2-POLL THERMAL -MAGNETIC AS SPECIFIED IN THE PROTECT SPECIFICATIONS SPECIFICATION FOR CAST -IN -PLACE CONCRETE o o CIRCUIT BREAKER 12. SUBCONTRACTOR SWILL LEAVE PREMISES IN CLEAN CONDITION. IL SUBCONTRACTOR SHALL MINIAIZE DISTURBANCE TO EXISTING SITE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF SINGE -POLE THERMAL -MAGNETIC WRING CONSTRUCTION. EROSION CONTROL MEASURES, IF REGUIRED WOO PSI AT 28 DAYS, UNLESS NOTED OTHERWISE SLAB FOUNDATION 13. CONSTRUCTION SHALL COMPLY WITH CINGULAR SPECIFICATIONS. ° ° CIRCUIT BREAKER WRING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL DESIGN ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 FSF. GUIDELINES FOR EROSION AND SEDIMENT CONTROL. }- REINFORCING STEEL SHALL CONFORM TO ASTM A 615. GRADE 60, OEH"DRAPED e CHEMICAL GROUND ROD UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM GROUND ROD A 155 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES DISCONNECT SWITCH SHALL BE CLASS 'S' AND ALL HOOKS SHALL BE STANDARD, UNO DETAIL 623 SITE WORK GENERAL NOTES: 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR O7 ® METER REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: EXOTHERMIC WELD DETAIL 6ls NOTE CONCRETE CAST AGAINST EARTH........3 IN. (C (UNLESS OTHERWISE NOTED)) O.� CONCRETE EXPOSED TO EARTH OR WEATHER IIFO 5/8' . 10' COPPER CLAD STEEL GROUND f6 AND LARGER ..........................2 IN. LII_n 5/8' x To' COPPER CLAD STEEL GROUND 5 AND SMALLER & WWF•,,,,,--,1 1/2 IN. �U ROD WITH INSPECTION SLEEVE CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: EXOTHERMIC WELD (CADWELD) SLAB AND WALL ........................3/4 IN. WITH INSPECTION SLEEVE BEAMS AND COLUMNS ............... 1 1/2 IN. GROUNDING WIRE 5. A CHAMFER 3/4' SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. ABBREVIATIONS DETAIL 102 & SYMBOLS 1 12M o7 o7 THE SIGNED DRAWING IS THE CORRECT RECORD Xcingular DOCUMENT, NOT THE Au1•CAD DISKETTE I HEREBY CERM THAI THISWAN, SPEancAtim SITE No. MPLSMN3495A OR „�FRWTHATAA�BY�� EWMY DRECI RSED OR VOW W S P PARE I AM E DULY LICENSED engineers PROFESSODRk ENONEER UNDER THE LAWS OF THE g D to/l0/06 SSUED FOR CONSTRUCTION Ka RAE RAE MINN 6201 E•atPonrib•° 11u•.3o6 WIRELESS STATE of Mkwmq°6, mkmeol• I6421 SCANDIA A 07/31/06 ISSUED FOR REVIEW AND COMMENT KA RAE RAC CONSTRUCTION NOTES ph- 7535712500 Fa: 763.571 116b NEW CINGU AR WIRELESS HEADOUARIER$, LLG W-WI*-N-.k-D• U6.-F.w-9-FAi DATE �D /O' REC N,,43119 VV.b. www ulMOaom 4300 LEARIKET POVIfE OR, SURE ]50, a0019NGfON, YN 35435 Na. DATE REVISIONS B1' CHK P' JOB No. DRAWING No- al-; UTAOg° Na-206.0603 SCALE: AS NOTED DESIGNED: RAE DPAWN.. Kea R013LEY A. EVANS MPLSMN3495A-07 0 6 I 5 � 4 3 � 1 ELECTRICAL INSTALLATION NOTES' GROUNDING NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING NEC AND ALL APPLICABLE LOCAL CODES. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR PROTECTION, AND AC POWER GES'5) SHALL BE BONDED TOGETHER, BELOW GRADE, SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2 WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTVAL RESISTANCE TO EARTH OF THE NEC. TESTING (PER IEEE 1100 AND 01) FOR GROUND ELECTRODE SYSTEMS. THE SUB- CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. THE NEC. J. THE SUBCOMRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND 4. CABLES SMALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN D THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT & PROVIDE TESTING RESULTS. 5. EACH ENO OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING, AND TI CONDUCTOR 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2- WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH PLASTIC ELECTRICAL TAPE WITH W PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM /6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. WITH NEC & OSHA 6. ALL ELECTRICAL COMPONENTS SHALL 8E CLEARLY LABELED WITH PLASTIC TAPE PER COLOR SCHEDULE. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REWIRED EQUIPMENT GROUND NEW 200A, 10, 120/240V SERVICE ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING. PHASE CONFIGURATION, WIRE CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER (3) 13/0 WITH CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E.. PANELBOARD CIRCUITS TO BTS EOUPMENT. CONDUCTOR TYPE THWN OR AND CIRCUIT W'S). 6. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR THHW 600V IN 3" CONDUIT WITH GREEN LARGER F SUPPLEMENTAL EQUIPMENT STRANDED MIRES. 6 AWG DOOR STRANDED (BY SUBCONTRACTOR) 7. PAWELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE COPPER OR LARDER FOR INDOOR BTS; 2 AwO STRANDED COPPER FOR OUTDOOR BTS, MAXIMUM 300' FROM CLEARLY LABELED WITH PLASTIC LABELS. TRANSFORMER TO LOAD. EXISTING POWER SOURCE 7. CONNECTIONS THE GROUND BUS SHALL NOT BE DOUBTED UP OR BACK 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS AREEPERMITTED. TED. IF DISTANCE IS BETWEEN NEW PRIMARY ELECTRIC 300' AND 525', USE - 9. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENt/GROUND BARS AND THE (3) 350 MCM CONDUCTOR. --,\ r �, SERVICE (BY UTILITY CO.) CONDUCTOR (J14 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2. CLASS B STRANDED GROUND RING, SHALL BE j2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. COPPER CABLE RATED FOR 90 -C (MET AND DRY) OPERATION; LISTED OR LABELED FOR THE 9. ALUMINUM CONDUCTOR OR \ I '- -- EXISTING TRANSFORMER COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR LOCATION AND RACEWAY SYSTEM USED. UNLESS OTHERWISE SPECIFIED. GROUNDING CONNECTIONS. \ L T J 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SMALL BE SINGLE CONDUCTOR (16 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED \� AWG OR LARGER), 600 V. OIL RESISTANT THHN OR 7HWN-2 GREEN INSULATION. CLASS B STRANDED WHEN 49 BENDS CAN BE ADEOWTELY SUPPORTED. NEW SINGLE METER BASE ' COPPER CABLE RATED FOR 90 'C (WET ANDRY) OPERATION; LISTED OR LABELED FOR THE 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. NEW HAMMER" OR EQUAL LOCATION AND RACEWAY SYSTEM USED. UNLESS OTHERWISE SPECIFIED. (BY SUBCONTRACTOR) 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED 11. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC USING HIGH PRESS CRIMPS- I I CABLE (/14 AWC OR LARGER), 6DO V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED I �� I C COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. CONNECTIONS. #2 AWG GND. 1 4 � (BY SUBCONTRACTOR) I� 12. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -SAE. COMPRESSION WIRE LUGS AND 14. ICE BRIDGE BONDING TH CONDUCTORS SHALT BE EXOTHERMICALLY BONDED OR BOLTED TO WI _ WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND RENUTS SHALL BE RATED FOR THE BRIDGE AND THE TOWER GROUND BAR. (3) (j3/O WITH4 AWG EXISTING 200A OPERATION AT NO LESS THAN 75'C (90'C IF AVAILABLE). 15. APPROVED ANTIOXIDANT COATINGS (I.E.. CONDUCTIVE GEL OR PASTE) SHALL BE USED GREEN INSULATED GROUND DISCONNECT ON ALL COMPRESSION AND eDLreD GROUND CONNECTIONS. GREEN TYPE THWN OR (BY SHELTER MFG) 1-3. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA THHW 600V IN 3" CONDUIT UL, ANSI/IEEE, AND NEC. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT 200A MATERIAL. (BY SUBCONTRACTOR) - ----� GENERATOR SOCKET 14. ELECTRICAL METALLIC TUBING (EMT) OR RI�;iD NCNMEtnLu:- CONDUIT (LE., RIGID PVC SCHEDULE 40, 17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES. FRAMES AND (BY SHELTER MFR) OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUDJECI 10 PHYSICAL DAMAGE) SHALL BE USED FOR SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. r jjj�� EXPOSED INDOOR LOCATIONS. + O 18. BOND ALL MLIALUC OBJECTS WITHIN.6 FT OF MAN GROUND WIRES WITH 1-/2 AWG b\ L J _ 15. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC TIN-PLATED COPPER GROUND CONDUCTOR. OUTSIDE / CONDUIT (RIGID PVC. SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. SHELTER ------- -------..... _j ------------------ ---- ---------__--- -_---_-_ 19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION --- 16_ GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS SYSTEMS SHAY NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND INSIDE 6 ABOVE THE CONDUCTOR. SUCH AS METALLIC CONDUITS. METAL SUPPORT CUPS OR SLEEVES -- - 2OOA TRANSFER SWITCH GRADE. THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET BE CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC USED UNDERGROUND; DIRECT BURIED, k DISTRIBUTION PANEL 17. RIGID NONMETALLIC CONDUIT (I.E.. PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDU RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 00) SHALL BE IT IS UNAVOIDABLE (E.c., (BY SHELTER MFR) IN OF OCCASIONAL LICHT VEHICLE TRAFTYC OR ENCASED NON-METALLIC CONDUIT PROHIBITED BLOCAL CODE) THE GROUND CONDUCTOR SHA Y LL IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. BONDED TO EACH END OF THE METAL CONDUIT. 18. LIgUXI-TIGHT FLEXIBLE METALLIC CONDUIT (UOU10-TITS FLEX) SHALL BE USED INDOORS AND -b o- W OUTDOORS. WHERE VIBRATKTN OCCURS OR FLEXIBILITY IS NEEDED. ^ BRANCH CIRCUITS i (BY SHELTER MFR) 19. CONDUITAND TUBING FITTINGS SMALL BE THREADED OR COMPRESSION -O ° -TYPE AND APPROVED FOR THE DETAIL 6z1-------------- B LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE . 20. CABINETS, BOXES, AND WIREWAYS SIW1 BE USTED OR LABELED FOR ELECTRICAL USE IN O$ ACCORDANCE WITH NEMA, UL, ANSI/WEE, AND NEC. 21. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) 23. EQUIPMENT CABINETS. TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50. AND RATED NEMA 1 (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS 24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED. EPDXY -COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) BETTER INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDLxJRS. 25. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND ONE -LINE DIAGRAM@lm RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.26. THE SUBCONTRACTOR SHALL NOTIFY ANO OBTAIN NECESSARYAUTHORIZATION FROM THE CONTRACTORNTS BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. DETAIL s22 A 08 ME SIGNED DRAWNG IS THE CORRECT RECORD Xcingular DOCUMENT, N0T THE AtoCAD OISKEYTC.SITE No. MPLSMN3495A �`ONAN TH �� L`��' OR RD+ORI WAS PREPAM If LC OR DOER MY DWCT SUPF/MSION AND THAT I AM A DULY wSLICENSED engineers 0 10/10/0ti ISSUED FOR CONSTRUCTION KA RAE RN PROF��"ONAL EHw m+ UNDER THE A.s OF THE szot Ee.IRW.rFIOM e+4raDs WIRELESS rrAlE OF MINNESOTA PMf,on. '.nilnvw@ 555421 s�+++eA SCANDIA Rom, ,,,,,, �„ ,�,,, LLQ A 07/31/06 ISSUED FOR REVIEW AND COMMENT KA RAE RN 25013 ELECTRICAL NOTES & SINGLE LINE DIAGRAM MYlny+r-Er dA-DMid IIr-Fapo-9-Fd. No DATE REVISIONS BY CHK _/0-Ob REG. aoe No ur-tw.r„ •: i+L W. ' 4300 MINNET P01ME DR.. STATE 350, BLOOLwrLM MN 5W33 U+ g J" N. M 0903 SCALE AS NOTED DESIGNED: RAE DRAWN: KIRA ROBERT NUNDAHL MPLSMN3495A-08 0 6 � 5 4 3 ? 1 ELECTRICAL NOTES: 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC CODE (EDITION ACCEPTED BY LOCAL JURISDICTION) AND APPLICABLE LOCAL CODES. 2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE 3. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED. 4. POWER WIRES AND CABLES SHALL BE COPPER WITH TYPE XHHW, THWN, OR THHN INSULATION. SOLID CONDUCTORS FOR 010 AWG AND SMALLER, STRANDED FOR LARGER THAN #10 AWG. MINIMUM SIZE #12 AWG. 5. POWER WIRES AND CABLES SHALL BE INSTALLED IN GALVANIZED RIGID STEEL CONDUIT OR FLEXIBLE LIQUIDTIGHT CONDUIT AS INDICATED ON DRAWING. 6. CONTRACTOR TO OBTAIN ALL PERMITS, PAY PERMIT FEES, AND BE RESPONSIBLE FOR SCHEDULING INSPECTIONS. 7. CONTRACTOR TO OBTAIN LOCAL POWER AND TELEPHONE COMPANY APPROVAL AND COORDINATE WITH UTILITY COMPANIES SERVICE ENTRANCE REQUIREMENTS. 8. PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT AS FULLY OPERATIONAL. 9. CONTRACTOR TO PROVIDE GROUND WIRES, BARS AND CONNECTIONS AS SHOWN ON GROUNDING RISER DIAGRAM. CONTRACTOR SHALL TEST AND VERIFY THAT THE IMPEDANCE DOES NOT EXCEED 5 OHMS TO GROUND BY MEANS OF A RIDDLE-MEGGER TESTER. GROUNDING AND OTHER OPERATIONAL TESTING SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE. 10. GROUNDING CONDUCTORS SHALL BE COPPER ONLY. EITHER SOLID OR STRANDED CONDUCTORS ARE PERMITTED. IGR AND ALL EXTERNAL CONDUCTORS MUST BE BARE. EQUIPMENT GROUND LEADS IN CABLE TRAYS MUST BE GREEN INSULATED. ALL WIRES MUST BE /2 AWG MINIMUM. GENERAL NOTES: 1-ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, STATE BUILDING CODES AND THE LOCAL BUILDING CODES. ALL COMPONENTS SHALL BE U.L. LISTED. 2-REFER TO SITE LAYOUT PLAN FOR THE EXACT LOCATION OF H-FRAME REFER TO CINGULAR WIRELESS STANDARD CONSTRUCTION DRAWINGS FOR H-FRAME COMPLETE DESIGN. 3-CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANY FOR METER. 4-CONTRACTOR TO PROVIDE AND INSTALL METER SOCKET. 5-CONTRACTOR TO LOCATE METER RACK TO ENSURE WORKING SPACES REQUIRED BY THE NEC (ART. 110-26), STATE, OR LOCAL CODES ARE MAINTAINED BETWEEN FRONT OF ENCLOSURES AND THE CHAIN LINK FENCE. 6-SHOW LOCATION (INCLUDING DIMENSIONS) OF ALL CAPPED UNDERGROUND CONDUIT ON FINAL AS -BUILT DRAWING SUBMITTED TO OWNER. 7-COORDINATE EXACT LOCATION OF UNDERGROUND FEEDERS AND CIRCUITRY WITH THE OWNER. 8-CONTRACTOR SHALL COORDINATE EFFORTS WITH (LOCAL, ELECTRICAL) AUTHORITY HAVING JURISDICTION (AHJ) AND OTHER TRADES TO DETERMINE "FROST" LINE, AND TYPE(S) OF RACEWAYS REQUIRED FOR INSTALLATION. ELECTRICAL LEGEND TOTAL CONNECTED LOAD SE SERVICE ENTRANCE GFCI GROUND FAULT CIRCUIT INTERRUPTER HAZARD LIGHT CONTROLLER 1360 VA EG EQUIPMENT GROUND GFCI RECEPTACLE 180 VA 0 VA C CONDUIT OPTO 22 MONITOR TOTAL — UNISTRUT PIPE/CONDUIT CLAMP #064NO72 (GALV.) (TYPICAL) 3 1/2" O.D. .., FOLLOW MANUF. RECOMMENDATIONS 6'-0" MINIMUM POST vFOR BOLT TORQUE 6'-0" MINIMUM NOTE: LOCAL POWER COMPANY 8" x 8" IT 6" PAINTED SCREW TO PROVIDE METER FIELD LOCATE TOP PULL BOX ON TOWER BASE SOCKET LEG FOR AVIATION BEACON WIRING. FIELD LOCATE - AVIATION CONTROL PANEL O MOUNTED TO FRAME FIELD LOCATE ELEPHI o - SINGLE METER WITH o NETWO' INTERF/ 0 FUSED DISCONNECT 0 FIELD LOCATE CUTLER HAMMER' m FIELD LOCATE "BOX" m #CGFT205 OR EQUAL F^ TELCO m GROUND BUSS UTILITY FRAME m �- — BOX -, ', OTH a - 1" RGS TO a FIELD LOCATE FIELD LOCATE SHELTER AND TOWER m I � 02 AWG �/ - UNISTRUT P1001 (GALV.) to TELCO GROUND MOUNTED TO POSTS I CADWELD VISIBLE FIELD LOCATE i ABOVE GRADE #2 AWG FIELD LOCATE GRADENA 1 I #2 AWG / 104 \ MINIMUM 3000 PSI I / �� S�\ .. .�/,r, s CONCRETE s � ,��i ♦ I„\ ., •, /, i % TO SHELTER GROUND ROD PER NEC YYY 12" (MIN. DIA.) TO SHELTER ' GROUND RING 2"0 PVC 2"0 PVC GROUND RING 2"0 PVC AWG TO SHELTER TO UTILITY SERVICE TO SHELTER (T FRONT SIDE BACK SIDE engineers $201 Tna FWW Road SUk.306 MI—apalls. Ml —ft 55421 Pharr' 76 S71 Z500 F-- 763.571.1168 Kb�p- -Brad,-DOALmha-F.p-Om FW Wan: SITE NO. MPLSMN3495A SCANDIA cingular XX VAREI FCC NEW CRWVIAR WIRELESS HEADDUARTEi6. UCC KNOW NOW POME DR.. SMITE 350. RY OONGTON, UK 55435 U 10/10/06 ISSUED FOR CONSTRUCTION A 07/31/06 ISSUED FOR REVIEW AND COMMENT No. DATE REVISIONS SCALE: AS NOTED DESIGNED: RAE I 1980 VA 36'x36'x12" NEMA 3R RATED PAINTED TELCO BOX W/ HINGED COVER (LINED W/ 3/4" PLYWOOD) UTILITY FRAME UNISTRUT P1001 (GALV.) MOUNTED TO POSTS -� 2" HWGC BETWEEN TELCO INTERFACE k TELCO J-BOX 1 1/2"0 NON-METALLIC SEALTIGHT (FLEX) OR PVC CONDUIT 12"x12"x6' NEMA 3R RATED PAINTED PULL BOX W/ SCREW DOWN COVER �GRADE LT —I- —MINIMUM 3000 PSI s CONCRETE 12" (MIN. DIA.) 2"PVC _ TO UTILITY ITY SERVICE 1 HEWITY CERTIFY THAT D95 RAY. SPECE1fATI M OR FUM US PIEII&W OF ME OR Y1WER YY OW UP SERYtSIM ANO THAT 1 AM A DULY UCENSm RAE RN S510WTMA L MEFA UNDER THE LMS OF THE RAE RN STATE Of MINNESOTA DAME 10-16-0RE, R,.25013 CHK KEIA ROBERT NUNDAHL POWER DISTRIBUTION CENTER MPLSMN3495A-09 1 0 101 i A I 5 4 T 3 GENERAL NOTES: SYMBOLS: I ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING EXOTHERMIC WELD (CADWELD) INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SPECIFIC SITE SHELTER CONDITIONS (UNLESS OTHERWISE NOTED) GROUND RING — 2. GROUND ROD TO BE DRIVEN VERTICALLY, NOT TO EXCEED 45- FROM VERTICAL 5/8" K 10' COPPER CLAD STEEL GROUND 3 ALL GROUNDING CONDUCTORS SHALL BE #2 SOLID TINNED COPPER CABLE 5/8" x 10' COPPER Q DOOR FRAME GENERATOR II� CLAD STEEL GROUND O6 — GROUNDING SOCKET 4. GROUND SYSTEM SHALL BE TESTED PER SPECIFICATIONS AND SHALL HAVE A ROD WITH INSPECTION SLEEVE GROUNDING RESISTANCE OF 5 OHMS OR LESS. 0 EXOTHERMIC WELD (CADWELD)` �- D 5. NOTIFY ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING WITH INSPECTION SLEEVE -�- SYSTEM DUE TO SITE SOIL CONDITIONS. —•--GROUNDING -� ,il/ /,� KEYED NOTES: WIRE O TOWER GROUNDING EXTEND #2 TINNED Cu WIRE FROM BURIED GROUND RING TO EXISTING TOWER AND MAKE EXOTHERMIC CONNECTION'/- O FROM GROUND RING UP TO THE HATCHHPLATTE GROUND12 TINNED BAR I AND MAKE ARMEDCH- T I ll \\ I T ANICAL CONNECTION. - O3 GROUNDING OF INTERNAL GROUND RING- EXTEND #2 TINNEO Cu WIRE l,ll 12 FROM BURIED GROUND RING THROUGH 1/2" DIA. PVC SLEEVE INTO '-0 EQUIPMENT SHELTER FOR CONNECTION TO INTERIOR HALO GROUND RING TYPICAL AT 4 BUILDING CORNERS TAP. EQUIPMENT - '�- 4O GROUND ROD: COPPERCLAD STEEL, 5/8- DIA. TEN (10) FEET LONG. SHELTER--� / --1 O ICE BRIDGE SUPPORT POST GROUNDING. EXTEND /2 TINNED Cu WIRE FROM BURIED GROUND RING TO ALL ICE BRIDGE SUPPORT POSTS AND 3 EXOTHERMICALLY WELD. 1 FENCE GROUNDING (IF APPLICABLE): IF FENCE IS WITHIN 6' OF GROUND Z 9 l _ © RING. EXTEND d2 TINNED Cu WIRE FROM BURIED C:POUND RING TO FENCE C CORNER POSTS AND EXOTHERMICALLY WELD. BOND INTERMEDIATE POST IF REQUIRED TO MAINTAIN 25' MAX. SPACING. ( \\ /� 2 O HVAC GROUNDING: EXTEND #2 TINNED Cu WIRE FROM BURIED GROUND RING TO THE HVAC UNIT AND MAKE A MECHANICAL CONNECTION. EXISTING ---� SELF-SUPPORT Og TOWER GROUND BAR. EXTEND #2 TINNED Cu WIRE FROM BURIED GROUND _� RING UP TO THE TOWER GROUND BAR AND MAKE AN EXOTHERMIC CONN- ECTION. SECURE GROUND BAR DIRECTLY TO TOWER WITH STAINLESS —EXISTING STEEL MOUNTING MATERIAL. ; _ I SELF-SUPPORT TOWER Og CELL REFERENCE GROUND BAR: EXTEND #2 TINNED Cu WIRE FROM BURIED 1 11 8 GROUND RING UP TO THE CELL REFERENCE GROUND BAR (INSIDE SHELTER) 1 ,�\ 4 I .\ AND MAKE A MECHANICAL CONNECTION. O10 TELCO GROUND BAR EXTEND #2 TINNED Cu WIRE FROM ;RiPIED GROUND I TAP. � i INSPECTION SLEEVE RING UP TO TELCO GROUND BAR (INSIDE SHELTER) AND I'AAKE A MECHANICAL CONNECTION. g I ICE 11 ANTENNA GROUND BAR: MOUNT GROUND BAR DIRECTLY TO VAEP AT TOP OF COAX RUNS. SECURE TO TOWER WITH STAINLESS STEEL MOUNT- 12 GATE GROUNDING- EXTEND 12 TINNED Cu WIRE FROM BURIED GROUND RING TO GATE POSTS AND EXOTHERMICALLY WELD. l 0 B 13 EXTERIOR GROUND RECEPTACLE GROUNDING: EXTEND E TINNED D WIRE FROM BURIED GROUND RING i0 THE EXTERIOR GFIC RECEPTACLE AND MAKE A / \ ■a MECHANICAL CONNECTION. CADWELD CADWELD CADWELD t _ TYPE "SS" TYPE "PC" TYPE 'TA" CABLE TO CABLE COMBINATIONS / CADWELD CADWELD CADWELD TYPE "GT" TYPE "NC" TYPE "ND" GROUNDING PLAN CABLE TO GROUND ROD COMBINATIONS A EXOTHERMIC WELDING DETAILS SCALE: r"=1'-O" (022'04') NTS THE SIGNED DRAwMG 15 THE CORRECT RECORD Xcingular DOCUMENT• NOT THE "oCAD D191ET EI HERM CERTiY THAT THIS PIN". SPECFKATKN SITE No. MPLSMN3495A SU T��R1 Ms D THAT BY H[ DR Y UC W � SR KPD51011 PI THAT I AM A OVIT uREMY engineers 0 10/10/06 ISSUED FOR CONSTRUCTION KA RAE RN PA0`�D"AL ENGINEER UNDER THE LAWS OF THE Saol1Emit Hl.wRaae Su 306 WIRELESS STATE a MINNESOTA GROUNDING PLAN MIM—PlIil, Ml— 55421 SCANDIA NEW ONG lAR MREEE55 HEADOUARTERS. LLG A 07/31 /06 ISSUED FOR REwEw AND COMMENT KA PIE RN w — �G ,25013 Ph— 763.571 25M Fat: 763.571 1166 11N SSA3S No. DATE REVISIONS BY CHK P- JOB No. DRAMMG Ho. REV N.urR�-fHMd-D■d LMa-F■p-9■¢F! 43W MARKET PO■/TE DR., SUITE 350• BLOOMINGTON Wb:—.oA.l6 ca+n MPLSMN3495A-10 0 uH.4o Jon Na.RO6.0003 SCALE: AS NOTED DESIGNED: RAE DRAWN: KBA ROBERT NUNDAHL C A 7 1) 1 NOTES: 1. LEAN CONCRETE w/ RED TINTED TOP MAY BE USED IN PLACE OF COMPACTED SAND. CELLULAR CABLE HVAC UNIT FINISHED GRADE OR GROUND HATCHPLATE (FURNISHED COVER, MATCH SLOPE AND WITH SHELTER) -- THICKNESS OF EXISTING " O 0 -0 '0 #2 AWG SOLID TINNED D COPPER CONDUCTOR TRENCH CAUTIONARY TAPE " 0 0 0 0 (2) 5/16" BOLTS & UNDISTURBED SOIL - COMPACTED BACKFILL 0610600. STAR WASHER SECURE OR SATISFACTORY SOILNATIVE TO HVAC ENCLOSURE - 3'-0" (UTILITY CONDUIT) O O L OF SHELTER 1'-6" (CONDUIT TO EQUIPMENT) ii-E: GROUND COPPER A ^ate r - TWO HOLE CONNECTORS FINISHED GRADE Y COMPACTED SAND GROUND BAR (TYP). WITH #2 AWG SOLID BARE (FURNISHED WITH SHELTER) TINNED COPPER. (TYP). BY CADWEL (SEE NOTE 1) SUBCONTRACTOR CONNECTION COMPACTED SAND BED (TYPE -TA) FOUNDATION WALL 3" (MIN) (SEE NOTE 1) TO EXTERIOR (TYP) GROUND RING EXTERIOR 6" (MIN) GROUND RING -' (TYP) . CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS EXTERIOR HATCH PLATE GROUNDING AT BUILDING HVAC GROUND DETAIL c NTS NTS DIRECT BURIED CONDUIT DETAIL 32s NTS 1 1 H-FRAME O 6" DIA. x 24" DP. INSPECTION SLEEVE, PVC OR SOIL PIPE Y EXOTHERMICALLY WELD WITH CAP OR EQUIVALENT. 6" DIA. x 24" OP. INSPECTION AGGREGATE SURFACE TO GROUND ROD. PARALLEL -TYPE SLEEVE, PVC OR SOIL PIPE CAD WELD FINISHED GRA E SEE WELDING DETAILS FI ISHED GRADE . CADWELD CONNECTION WITH CAP OR EQUIVALENT. VISIBLE ABOVE z FI ISHED GRADE B GRADE 1" WIDE SLOT FOR GROUND / / / / / / / Irl / / / / / / / / / WIRE. EXTEND 2" ABOVE TELCO GROUND \/\\ \\\ \ \\ \ /\ / / DWELD CONNECTION GROUND WIRE.aPE-GT) BONDING // / 3 4" CRUSHED STONE OR EQUAL CONDUCTOR FILL TEST WELL TO WITHIN 2" OF WIDE SLOT FOR GROUND TOP OF GROUND LOOP WIRE E. EXTEND 2" ABOVE UND WIRE. GROUND ROD #2 AWG SOLID TINNED 3/4" CRUSHED STONE OR EQUAL COPPER WIRE (EXTERIOR #2 AWG SOLID TINNED FILL TEST WELL TO WITHIN 2" OF CONCRETE #2 AWG SOLID BARE TINNED (TYPICAL) COPPER WIRE (EXTERIOR TOP OF GROUND LOOP WIRE �" +.• PIER (TYP.) COPPER EXTERIOR GROUND RING GROUND RING) GROUND RING) �5/8" DIA x 10' LONG COPPER GROUND ROD CLAD GROUND ROD - TO SHELTER GROUND RING FOR POWER METER GROUND RING DETAIL EXOTHERMIC WELD w/ INSPECTION SLEEVE GROUND ROD w/ INSPECTION SLEEVE NTS NTS NTS H—FRAME GROUND DETAIL NTS A THE SIGNED DRAWING IS THE CORRECT RECORD Xcingular DOCUMENT. NOT THE AtaCAD 015HElnI HEREEIr CERRFY THAT THIS PLAN, SPECffICATION SITE NO. MPLSMN3495A DRRERV19T D TA UNDER DIRECT D SFWCS9 m AND ENGINEER I AM A DULY LAWS OF ET engineers 0 70/10/06 ISSUED FOR CONSTRUCTpN —Kw- RAE RN PROPCSSxINAL ENQIIEETI NEE THE Uws of n[ 5201 ErlwwRo.d 6u6.aoe WIRELESS surf of MINNESOTA Ml.Nwgml* MWr-W. 55491 SCANDIA A 07/31/06 ISSUED FOR REVIEW AND COMMENT KA RAE RN GROUNDING DETAILS Photo: 763.5712500 �a. 16157111L8 NETT ' WIRELESS NEADGUARr�. ELC aA1E to—of,REG. No.25013 MmYp�-6>.ri-4od lr,..r pe-BYisFW 4300 MMMU PM% DR., 51RrE 350, MIN ys43s No. DATE REVISIONS 9Y CHK /J A ,ioB No. pW,WiNc No. a£v ww. 7" f n._� � � �, SCALE: AS NOTED DESIGNED: RAE DRAWN: KBA (` Ti' MPLSMN3495A-11 0 u�1"�; roc n:-�� ROBERT NUNDAHL 6 5 4 1 3 1 12" TO 24" INDOOR i.OUTDOOR ANTENNA CABLES (TYP) ANTENNA CABLE CABLE GROUNDING KIT (TYP) WALL OR ROOF SEE SIMILAR DETAIL 121 WEATHERPROOFING KIT 12" (SEE NOTE 3) D CABLE GROUND KIT - 7 ANTENNA #6 AWG STRANDED Cu WIRE WITH GREEN, jJ6 AWG (TYP) 60OV, THWN INSULATION (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) --- FEMALE CONNECTOR CONNECTION OF CABLE GROUND KIT TO MUOLTIPLIE(OR EENTRANCSIMIER) JUMPER WALL/ROOF FEED THRU ANTENNA CABLE ASSEMBLY - TMA (IF APPLICABLE) NOTES 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT LUG CLOSURE PLATE JUMPER GROUND WIRE DOWN TO GROUND BAR. TO GROUND BAR 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR GROUND BAR SECTOR GROUND KIT RECOMMENDED BY CABLE MANUFACTURER. GROUND BAR 3. WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS SUPPLIED #2 AWG SOLID TINNED OR RECOMMENDED BY CABLE MANUFACTURER.) BCW TO GROUND RING INSTALLATION OF CABLE - COAX. MAINLINE c GROUNDING KIT = DETAIL t2t DETAIL t32 lI NTS 12 NTS 12 COLLECTION GROUND BAR _I IF MAINLINE IS > 200' _ GROUND AT THE MIDPOINT OF THE MAINLINE #4 OR 6 AWG STRANDED Cu _ WIRE WITH GREEN, 60OV, THWN INSULATION GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER — GROUND TO TOWER GROUND BAR AT BASE OF TOWER B GROUND TO SHELTER GROUND BAR O O O O OUTSIDE SHELTER__ QO O 0400 O O O O O OO INSIDE SHELTER SURGE ARRESTOR (IF APPLICABLE) — #2 AWG SOLID BARE TINNED / COPPER GROUND CONDUCTOR. EXOTHERMIC WELD TO BURIED GROUND RING AND GROUND BAR — INSTALLATION OF GROUND WIRE TO TYP. GROUNDING SCHEMATIC GROUND BAR DETAIL 118 DETAIL t NTS 12 NTS 12 A THE SIGNED DRAWING IS THE CORRECT RECORD Xcingular DXUMETIT•NOT THE AWpM DrSKET1E. NEREW CERTi7 TWIT THIS RAT. SPECWPCATTON SITE No. MPLSMN3495A OR ERMSI WAS PREPARED Tfi qi UNDER LAY pRE[i OR RPI W AND PART 1 AMA R U LICENSED engineers 0 10/10/06 ISSUED FOR CONSTRUCTION RRE RN PROFESS*Nk EK'QKER UNDER THE TAWS OF THE 620ITytIRIw TbW 1YI. J00 WIRELESS STATE OF MINNESOTA � A 07/31/06 ISSUED FOR REVIEW AND COMMENT AA RAE RN GROUNDING DETAILS Pt--' M57125M Iu 74&r,71.1IM � aIT to _ /D -06 RED. Ho 25013 0K 1N1 �35 No. DATE REVISIONS BY CHK PP' �Cxl Hu. DNAWIHG ra,. !"� � IiwpW-YIN-01�M1�•Fq•8h1aFW 4700 YAIaEE7 POITITE OR., SIAIE ]70, t�1 ww_ W�WW.Aro.wmW fit„ MPLSMN3495A-12 0 U Wg Job No 208.09M SCALE: AS NOTED DESIGNED: RAE ClRnwn: KBA ROBERT NUNDAHL 6 5 4 3 2 MAX. CANT. MONOPOLE / ROOF 2 FLEX NOTE: PROVIDE PROVIDE 1 TUBING SLEEVES GROUND KIT FOR GROUNDING D BEFORE TURNN ANTENNA ENTRY STUB —UPS (TYPICAL) ICE BRIDGE CABLES DRIP LOOP PANEL SUPPORT GROUND BAR Ar SEE NOTE _ 10'-0" MAX. 3 do 4 — CADWELD (TYP.) TOWER POST SPACING RING GROUND CADWELD GROUND BAR �2 AWG SOLID BCW #2 Cu TINNED #2 AWG SOLID BCW GROUND WIRE y2 AWG SOLID BCW BOND TO ICE BRIDGE GROUND SUPPORT 02 AWG SOLID BCW CONDUCTOR ♦ � CABLE TO CABLE \ SHELTER CADWELD (TYP.) RING GROUND CABLE TO CABLE CADWELD — #2 AWG SOLID BCW _ FIN. GRADE VERTICAL POST CADWELD NET CONNECTED TO CONNECTION 1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL RING FOOTING BE CADWELDED TO THE POST ABOVE GRADE. NOTE: C 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND I VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL RING BE BONDED TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF MONOPOLE lk FENCE. 7T 3. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE. GROUND RING EXTERIOR GROUND RING CADWELD HANGER No. GJX4/024 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. GROUND TO (#2 AWG SOLID TINNED CONNECTION GROUND RING COPPER WIRE) 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE 3BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH — GROUND ROD SUB . SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN GROUND ROD EITHER DIRECTION. VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING. ' ICE BRIDGE AND ANTENNA CABLE DETAIL FENCE & GATE GROUNDING DETAILS DETAIL DETAIL z NTS 13 NTS i 3 B A THE SrHED DRAWNG 15 THE CORRECT RECORD Xcingular DOCUMEHT, NOT THE A.I.CAD DISETTE. 1 HEREBY CERTIFY THAT THIS PW1, SPCCRXAIMN OR REPORT OAS P EPMED RI ME OR LOW WSITE No. MPLSMN3495A ;�p�Y Untsm _ engineers 0 10/10/015 ISSUED FOR CONSTRUCTION KA RAE RN LWS OF THE �1 E.0 RW� R.W �� SCANDIA WIRELESS A OT 31 as STATE OF MINNESOTA I WA&POK Mirvwwu W42T ISSUED FOR REVIEW AND COMMENT KA RAE RN 25013 GROUNDING DETAILS TIE• C949 VT MNEEESS HIAD01EARTERS, LLC w PhorN: 78].671 TE00 F•I: il3.5]T IT!! BITE (())�� REG. Ne. M•iA•-•MSMdi-wwTr�-E.pe-sqn FlY 4300 MATO�T POME M. SUITE 350. GLOOEiEOTON, Ew SSUS No. DATE REVISIONS BY CHK P' /J�� JOB No. DRAWING No. P W: �A lk=c+%'-'c^�i SCALE: AS NOTED DESIGNED: RAE DETAwN: KBA ROBERT NUNQAHL MPLSMN3495A-13 0 6 5 4 3 1 TO DSX/BTS IN FRM H-FRAME (CINGULAR) (CONTRACTOR) WHT/ORG T WHT SPAN 1 ORG/WHT TO NETWORK R BLU WHT/BLU T WHT FROM NETWORK BLU/WHT s R ORG WHT/ORG T WHT SPAN 2 ORG/WHT R GRN WHT/BLU T WHT BLU/WHT R BRN WHT/ORG T WHT SPAN 3 ORG/WHT R SLA WHT/BLU T RED BLU/WHT i R BLU WHT/ORG T RED SPAN 4 ORG/WHT R ORG WHT/BLU T RED BLU/WHT R GRN WHT/ORG T RED SPAN 5 ORG/WHT �� R BRN WHT/BLU T RED BLU/WHT R SLA WHT/ORG T BLK SPAN 6 ORG/WHT R BLU WHT/BLU T BLK BLU/WHT R ORG WHT/ORG T PAIRS HARDWIRED TO SMART JACK NOTE 1 (TYPICAL) CAT 5 CABLE BLK 1-1/2" FLEXIBLE CONDUIT SPAN 7 ORG/WHT R GRN (CONTRACTOR) WHT/BLU T BLK BLU/WHT R BRN 66 BLOCK ON STAND-OFF FRAME MOUNTED TO WALL ABOVE TELCO ENTRY (MIN. 4'-0" HIGH) (CONTRACTOR) FUTURE EXPANSION SPARE WIRES TO BE WRAPPED AROUND CABLES BEHIND 66 BLOCK NOTE: DO NOT GROUND CABLE SHIELD AT THIS END CDAKI I Y Of Of 3 O 3 Z r Z m O af r 3 0 m of 3 m r Of r W -- GENERAL CABLE 25 PAIR 24AWC COPPER SHIELDED CABLE DIRECT BURIAL RATED (GENERAL CABLE PE-39 #7525140) RUN IN ONE 2" PVC SCHEDULE 40 CONDUIT TO H-FRAME. (SEE NOTE 4) SHELTER (CONTRACTOR) SITE No. MPLSMN3495A engineers moo, SCANDIA PhOM: M.67125M Fix: M9.671.1169 Mn�yi-BMWR-G LIa.-F/W-!WaFi Web: - nay �o.,, SMART JACKS SPAN 2 SPAN 3 SPAN 4 SPAN 5 y O: Of 3 O w 3 Z z O 0 w r � x F- 3 0 3 m r Of r w y Of Of 3 3 L r Z Z O CE 0 Do 3 Of 0 = m 3 r Of r w 66 BLOCK ON - STAND -OFF FRAME MOUNTED INSIDE TELCO BOX (CONTRACTOR) SECURE WIRES - TO BACKBOARD 25 PAIR CABLE IN FROM SHELTER (SEE NOTE 4) STRIP BACK CABLE INSULATION AND GROUND SHIELDING TO GROUND BAR (TYP.) 2"0 RGS CONDUIT 2"0 PVC CONDUIT TO SHELTER singular X WIRELESS NEW CINQIIM 11IRELEW NEADOUARIFAS. LLC 4300 MARKET POIWE DR., SURE 3W. BLOOM0 6M MN 55435 SPAN 6 SPAN 7 Y y y Y 0 3 0 0 3 3 3 Z ZLi z :2 w Z 3 Z O 0 Z O Z 0 Z 0 r � O Of O Of O r 0 m 3 0 3 m 3 0 3 m 3 0 3 '� 3 O m 3 3 0 3 m 3 0; m 3 0 3 m x 0 x m 3 3 r r r o r X F- O: r 0_ F Of r O: ACCESS PANEL DETAIL - NEW 36"06"x12" NEMA 3R RATED 3/4" PLYWOOD BACK BOARD HINGED PAINTED BOX LINED MOUNTED INSIDE BOX WITH 3/4" PLYWOOD r TELCO BOX F (SUPPLIED AND INSTALLED BY G.C.) SAME COLOR CODE AS SHELTER CAT 5 / 2 PAIR 24 AWG. ONE LINE PER SPAN (TYP-) I NOTE: 1. CONNECTIONS TO SMART JACKS SHALL BE HARD WIRED. NO RJ45 OR RJ48 CONNECTORS TO BE USED. 2. LOCATIONS OF SMART JACKS TO BE DETERMINAED BY L.E.C. SMART JACKS BE LOCATED IN TELCO BOX IF AGREED WITH L.E.C. 3. SMART JACKS TO BE LOCATED IN TELCO BOX IF AGREE WITH L.E.C. 4. G.C. TO PUNCH DOWN 25 PAIR CABLE IN TELCO BOX AND IN SHELTER ON 66 BLOCK. SMART BOX LEC INTERFACE I FROM L.E.C. I I GROUND BAR I —(c.c.) I — ---- —� 1-1/2"0 NON-METALLIC SEALTIGHT (FLEX) LEFT LOOSE FOR CONNECTION OR PVC CONDUIT. (BY G.C.) /iu/ub ISSUED FOR CONSTRUCTION 131/061 ISSUED FOR REVIEW AND COMMENT ELATE REVISIONS AS NOTED DESIGNED: RAE H-FRAME KSA -2"0 RGS CONDUIT -NEW 12"x12"x6" 3R PAINTED SCREW COVER PULL BOX 2"0 RGS CONDUFF 2"0 PVC CONDUIT FROM L.E.C. TELCO INTERFACE No. DRAWING N.. MPLSMN3495A-14 1 n [a] I V 6 5 ►, 3 7 4' PREFAB JUMPER CABLE (TYP) DIPLEXOR 4' PREFAB JUMPER CABLE (TYP) NEW COAX CABLE (TYP.) SURGE ARRESTOR HUBER-SUHNER (TYP-) PREFAB JUMPER CABLE (TYP) DIPLEXOR (TYP.) PREFAB JUMPER CABLE (TYP) LEGEND: DIN MALE Q DIN FEMALE engineers { l EW !Yw R.W Suns ]06 Mb—q.W.. Mi —k. 55421 Ph— 763.0712M F6.: 763 F71.1168 ow W —%•M—k-bLM Fs a rr Wa ---uvmu.— UkWQ Job No. 206.GM IZ AS VIEWED FROM THE FRONT OF THE PLATFORM AND THE FRONT OF ANTENNA Al A2 UAD DUAL POLE SECTOR A SITE No. MPLSMN3495A SCANDIA 5 AS VIEWED FROM THE FRONT OF THE PLATFORM AND THE FRONT OF ANTENNA B1 B: IUAD DUAL POLE 4' PREFAB JUMPER CABLE (TYP) DIPLEXOR 4' PREFAB JUMPER CABLE (TYP) NEW COAX CABLE (TYP.) SURGE ARRESTOR HUBER-SUHNER (TYP-) PREFAB JUMPER CABLE (TYP) DIPLEXOR (TYP.) PREFAB JUMPER CABLE (TYP) Xcingular A� CINTMAR MARD.M �, LLC 4300 MARKET POWIE OR, SUITE 350. BLOOWWON, MN 55435 10/I0/06 ISSUED FOR CONSTRUCTION KA PAIWIRELESS A 07/31/O6 ISSUED FOR P.EVILW AND COMMENT KA RAE NO, DATE REVISIONS BY CHI SCALE: AS NOTED DESIGNED: RAE DRAWN KBA 4 3 SECTOR Q SECTORS A & B n MPLSMN3495A-16 I IN t Fj GENERAL NOTES: 1. SECTOR ORIENTATION/AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC, REFER TO ANTENNA DESIGN SHEET FOR EACH SITE TO DETERMINE THE ANTENNA LOCATION AND FUNCTION OF EACH TOWER SECTOR FACE. 2. THE STANDARD IS BASED ON NINE COLORED TAPES -WHITE, RED, YELLOW, VIOLET, GREEN, BLUE, AND BROWN, ORANGE AND GREY. THESE TAPES SHOULD BE READILY AVAILABLE TO THE ELECTRICIAN OR CONTRACTOR ON SITE. 3. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR#, ANTENNA#, ANTENNA PORT, AND FREQUENCY BAND AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE". 4. WHEN AN EXISTING COAXIAL LINE THAT IS INTENDED TO BE A SHARED LINE BETWEEN GSM/3G AND IS 136/TDMA IS ENCOUNTERED, THE CONTRACTOR IS TO REMOVE THE EXISTING COLOR CODING SCHEME AND REPLACE IT WITH THE COLOR CODING AND TAGGING STANDARD THAT IS OUTLINED IN THIS GUIDLINE. IN THE ABSENCE OF AN OF AN EXISTING COLOR CODING AND TAGGING SCHEME, OR WHEN INSTALLING NEW COAXIAL CABLES, THIS GUIDELINE IS TO BE IMPLEMENTED AT THAT SITE REGARDLESS OF TECHNOLOGY. 5. ALL COLOR CODE TAPE SHALL BE 31M-35 AND SHALL BE INSTALLED USING A MINIMUM OF (3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED SO AS TO AVOID UNRAVELING. 6. ALL COLOR BANDS INSTALLED ON THE TOWER TOP SHALL BE A MINIMUM OF 3" WIDE AND SHALL HAVE A MINIMUM 3/4- OF SPACE BETWEEN EACH COLOR, 7. ALL COLOR BANDS SHALL BE INSTALLED AT OR NEAR THE GROUND AND SHALL BE A MINIMUM OF 3/4" WIDE. 8. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SIDE TO SIDE. CABLE MARKING LOCATIONS TABLE CABLE Al CABLE A2 CABLE A3 CABLE A4 SECTOR ALPHA, A. X ONE RED TWO RED THREE RED FOUR RED CABLE Al CABLE A2 CABLE A3 CABLE A4 SECTOR BETA, B, Y ONE WHITE TWO WHITE THREE WHITE FOUR WHITE CABLE Al CABLE A2 CABLE A3 CABLE A4 SECTOR GAMMA, C, Z ONE BFLUE TWO BLUE THREE BLUE FOUR BLUE engineers 5201 Era FU R-d Sulle 308 mk.-P.M. mw--em 55421 Ph— 763571.2500 Fe 763.671.1160 16..WA-W . *-DratWa-F.w-I—Fah Web: wwra. "a Vt1.w Jet, N. _r. ax, SITE No. MPLSMN3495A SCANDIA } SHELTER SECTOR ANTENNA --TOP JUMPER CABLE (TYP.) MHA WHERE REQ'D MHA JUMPER CABLE (WHERE REQ'D) - - --MAIN COAX (TYP.) BTS EQUIPMENT GROUND KIT (TYP.) SURGE ARRESTOR (TYP.) BIAS-T WHERE REQ'D CABLE MARKING LOCATIONS DIAGRAM & COAX COLOR CODE IDENTIFICATION DETAIL singXularWIRELESS NEW CINGULM INRELESS HEADOWRMM LLC 4300 NIAAW POIN$ DR., SURE 350. SLODNIhoft MR 55435 SECTORIZED EXAMPLE: GAMMA C OR #3 RF CABLES Cl THRU C8 AS NEEDED Bl BETA B OR #2 RF CABLES B1 THRU B8 AS NEEDED TOWER PLAN VIEW ALPHA A OR #1 RF CABLES Al THRU A8 AS NEEDED Al NOTE: IF EXISTING CABLES AT THE SITE ALREADY HAVE A COLOR CODING SCHEME AND THEY ARE NOT INTENDED TO BE REUSED OR SHARED WITH THE GSM TECHNOLOGY, THEN THE EXISTING COLOR CODING SCHEME MAY REMAIN UNTOUCHED. ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: CABLE MARKING LOCATIONS TABLE No. I TAPE TAG LOCATIONS 1 X EACH TOP JUMPER WILL BE COLOR CODED WITH ONE SET OF (3") WIDE BANDS. EACH MAIN COAX SHALL BE COLOR CODED WITH (1) SET OF 3" WIDE 2 X BANGS NEAR THE TOP JUMPER CONNECTION WITH (1) SET OF 3/4" WIDE COLOR BANDS JUST PRIOR TO ENTERING THE BTS OR TRANSMITTER BUILDING. 3. X ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1) SET OF 3/4" WIDE BANDS ON EACH END OF BOTTOM JUMPER. 0 75/10 06 ISSUED FOR CONSTRUCTION KA RAE RAE A 07/31/06 ISSUED FOR REVIEW AND COMMENT KA RAE RAE No. DATE REVISIONS BY CHK SCALE: AS NOTED DESIGNED: RAE DRAWN; KBA m COAX LABELING JOB No. DRAWING No. MPLSMN3495A-18 01 C is A I� 5 Al A2 A3 A4 ob Cc b Ec b a cd d dd3/ Al ° ° ° b A2 b A3 b A4 ° b c c c c d d d d Bl B2 B3 B4 Cc b Cc b Cc b Ccb d d d d Cl a B1 b B2 b B3 b B4 b C: C C c d d d d Cl C2 C3 C4 C b Cc b Cc b C(c) b d d d d C1 b C2b Cab C4b C c c C d d d d Dl D2 D3 D4 ob ob ab CC b cd cd cd d D1 b D2 b D3 Cl D4 b C C C C d d d d ?engineers 1 510 t E— IlNw PASd SU6. 305 M.rvieEOo.. .- Phone: 763571.2500 F..: 763 571.1160 KMNP*-MMrck-DW W I.Is- FEW -SIM FW W.b: — —p — U..b Job No. 206.09m SITE No. MPLSMN3495A SCANDIA 5 NOTE: THE FOLLOWING LIST IS TO BE FILED OUT UPON COMPLETION. ONE LIST IS TO REMAIN ON SITE AND TWO ARE TO BE FILED WITH CINGULAR. SECTOR'1' SECTOR 7 CABLE PORT DIAGRAM CAUTION: HARMFUL RF ENERGY EXISTS ON THESE LINES CABLE PORT DIAGRAM AS SEEN FROM THE INSIDE OF SHELTER SECTOR '3' CABLE PORT NOTES: A. CONTRACTOR SHALL FILL OUT THE CABLE PORT DIAGRAM UPON COAX INSTALLATION. CABLE PORT DIAGRAM WILL BE AFFIXED TO THE INTERIOR SHELTER WALL NEAR THE CABLE ENTRY PORT TO AID IN CABLE IDENTIFICATION. THE CHART IS INTENDED TO BE USED TO RECORD THE LINE AND CORRESPONDING ANTENNA POSITION ON THE TOWER AT THE TIME OF INSTALLATION. B. ONE COMPLETED COPY PLUS TWO BLANK COPIES OF THE CHART SHOULD BE POSTED IN THE SHELTER IN A PROTECTIVE PLASTIC SLEEVE. C. CABLE PORT DIAGRAM SHALL BE DRAWN AS SEEN FROM THE INSIDE OF THE EQUIPMENT SHELTER OR ROOM. D. IF PORT PLATE CONFIGURATION DIFFERS FROM THE DIAGRAM ABOVE. PLEASE PROVIDE ADDITIONAL DOCUMENTATION EXPLAINING THE DIFFERENCE. E. CABLES SHALL BE IDENTIFIED USING THE CABLE ID FROM THE "CABLE MARKING COLOR" CONVENTION TABLE AND/OR THE ANTENNA DESIGNATION GIVEN BY CINGULAR. Xcinguiar WIRELESS RAE RAE 0 10/10/06 ISSUED FOR CONSTRUCTIONKA NEW CJICUTAR WIRELESS HEADOUARTERS LLC -- A 07/31/06 ISSUED FOR REVIEW AND COMMENT KA RAE RAE 4300 WRKET FOIM DR.. SURE 350. BLOOYNGTON, WI 55435 No. DATE REVISIONS BY CHK SCALE: AS NOTED DESIGNED: RAE DRAWN; KBA 3 1 2 CABLE PORT DIAGRAM DRAWMG Na I Rry MPLSMN3495A-19 0 I [0 L BOTTOM TENSION WI TYPICAL ELEVATION EXTERIOR SIDE FACILITY SIDE TOP OF FABRIC z m TOP RAIL v Y z :O J I 7 m TENSION YORE U ! RAIL POST PROJECT 1" ABOVE GROUND / AND SLOPE ALL AROUND (TYP) FIN GRADE OR GROUND MATCH EXISTING 1 1/2" MAX CLEARANCE 3 FROM GRADE — CONCRETE LINE " POST FOOTING 0'-8" (MIN) TYPICAL SECTION engineers 3201 EEO Fd— Road &da 306 W....pn3., Mhx,. w swi Phone: 763.6711L00 F— 763.671.1166 — --0.m*-0"Idft-FaW-Slm Fw W.b: —w a -, — WOVEN WIRE FENCE DETAIL NTS 2O SITE No. MPLSMN3495A SCANDIA NOTES: (INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F— 900) 1. GATE POST, CORNER, TERMINAL OR PULL POST SHALL BE 2 7/'8-0 SCHEDULE 40 FOR GATE WIDTHS UP THROUGH 6 FEET OR 12 FE[T FOR DOUBLE SWING GATE PER ASTM—F1083. 2. LINE POST: 2-3/8"0 SCHEDULE 40 PIPE PER ASTM—F1083. 3. GATE FRAME: 1 1/2"0 SCHEDULE 40 PIPE PER ASTM—F1083 4. TOP RAIL do BRACE RAIL: 1 1 /4"0 SCHEDULE 40 PIPE PER ASTM—F1083. 5. FABRIC: 11 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM—A392 CLASS 1. 6. TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE WIRE AT POSTS AND RAILS AT MAX. 24" INTERVALS. INSTALL HOG RINGS ON TENSION WIRE AT 24' INTERVALS. 7. TENSION WIRE: 7 GA- GALVANIZED STEEL. 8.BARBED WIRE: 3 STRANDS OF DOUBLE STRAND 12-1/2 GAUGE TWISTED WIRE, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS. (INSTALL IF REQUIRED.) 9. GATE LATCH: 1-3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND LOCK (KEYED ALIKE FOR ALL SITES OR COMBINATION AS SPECIFIED BY CINGULAR). 10- LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTALLATION. 11. HEIGHT = 5' VERTICAL. 12. ALL WORK SHALL CONFORM WITH THE PROJECT SPECIFICATIONS. TYPICAL WOVEN WIRE FENCING NOTES DETAIL 2 NTS 2O CORNER, GATE, END OR PULL POST TOP BRACE RAIL STRETCHER BAR DIAGONAL ROD w/ STEEL TURNBUCKLE z BOTTOM TENSION WIRE o= z0 FINISH GRADE OR GROUND — 1 1/2" MAX CLEARANCE CONCRETE FROM GRADE OR SAKRETE (1'-0" MIN.) WOVEN WIRE CORNER, GATE, END OR PULL POST DETAIL a NTS 20 cingXularWIRELESS NEW ONIAI AR IRAELESS 1WADMIAR T4 LLC 6300 YWIKU PO NK OR., SUITE 330 BLOOIN CMN, MN 63635 DETAIL 3 NTS ZO TOP TENSION WIRE — BRACE RAIL AT GATE STRETCH BAR DIAGONAL ROD w/ STEEL TURNBUCKLE — GATE FRAME FINISH A 107/31/061 ISSUED FOR REVIEW AND f No. DATE REVISIONS SCALE: AS NOTED DESIGNED: RAE 3 FOOTING AGATE POST I..6'-0" DOUBLE SWING 2"x2" FENCE FABRIC 9 GUAGE 4"x6" HANDHOLD 3/8" STEEL CHAIN COMBINATION LOCK (� ROADWAY l— 1( 1 /2" FRONT VIEW TOP VIEW WOVEN WIRE SWING GATE, DOUBLE DETAIL s NTS 20 BARBED WIRE GATE LATCH WITH CHAIN AND LOCK FENCE DETAILS DRAWING No. MPLSMN3495A-20 1 0 C KBA 2 Meeting Date: 12/05/2006 Agenda Item: Planning Commission/ Town Board Agenda Report Town of New Scandia 14727 209t}' St. North, P.O. Box 128 Scandia, MN 55073 (651) 433-2274 Action Requested: Hold a public hearing and consider the application of David Rodquist for two variances necessary to construct a home, accessory structure, well and sewage treatment system on property located at 20412 Quinell Avenue North. Deadline/ Timeline: 60-day review period expires January 16, 2007 Background: Township Planner Berry Farrington will present her report and recommendations at the hearing. Recommendation: The planners recommended approval of the variances, with conditions listed in the report. The findings and recommendations have been incorporated into a draft resolution for use by the Commission and Town Board. Attachments/ • Draft resolution 12-05-06-03 Materials provided: . TKDA Memorandum dated 11/30/2006 • Application materials (rodquist) Page 1 of 1 12/01/06 Contact(s): Berry Farrington, TKDA 651 292-4400 Prepared by: Anne Hurlburt, Administrator NEW SCANDIA TOWNSHIP RESOLUTION NO. 12-05-06-03 RODQUIST VARIANCE REQUEST FOR ALTERNATIVE SEWAGE TREATMENT SYSTEM WITH 12 INCHES OF ORIGINAL SOIL AND FOR LOCATING AN ACCESSORY STRUCTURE BETWEEN THE HOUSE AND THE ROAD WHEREAS, David Rodquist has' made application for a variance to allow an Alternative Sewage Treatment System with 12 inches of original soil and to aliowlocation of an accessory structure between the house and the road, located at 20412 Quinell Avenue North; and WHEREAS, the property is legally described as follows: All that part of the NE '/ of the SW '/ of Section 19, Township 32 North, Range 19 West, Township of New Scandia, Washington County, Minnesota; lying between the Easterly right-of-way of the Minneapolis, St. Paul and Saulte St. Marie Railway and the centerline of the road as shown on the plat of Otisville, MN on file in the office of the Register of Deeds in and for the County of Washington, State of MN, also known as County Road 53, excepting the Southerly 329.2 feet thereof, containing 6.5 acres, more or less; and WHEREAS, the Planning Commission reviewed the request at a duly noticed Public Hearing on December 5, 2006, and has recommended approval; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE TOWN BOARD OF NEW SCANDIA TOWNSHIP, WASHINGTON COUNTY, MINNESOTA, that it should and hereby does approve the request of David Rodquist for a variance, based on the following findings: The Applicant has demonstrated that there is not a location where a sewage treatment system may be constructed without a variance. A sewage treatment system is required for use of the property as a single-family residence, a use allowed within the Agriculture Resolution No.: 12-05-06-03 Page 2 of 3 District. This hardship is created by unique environmental features of the property, including wetlands, a creek and shallow soils. 2. The addition of a garage is a reasonable use for the subject property. Due to the unique environmental conditions of the property, strict enforcement of the Ordinance would greatly limit the location of the proposed garage. 3. The variances would not alter the essential character of the area. 4. The hardship was not created by the property owner but is due to the natural condition of the land. FURTHER BE IT RESOLVED, that the following conditions of approval shall be met: 1. That the home, garage and sewage treatment system are located as shown on the Site Plan dated November 14, 2006. 2. That the Washington County Department of Public Health -and Environment finds that the sewage treatment system can safely provide for longterm sewage disposal needs, will not jeopardize water quality, and that a permit is granted. 3. That the applicant continue to work with the Washington Conservation District to minimize any impacts on vegetation and to restore disturbed areas. 4. That the one -room cabin may be used for storage of personal property and for personal use and may not be used as a residence or for lodging. 5. That all fees are paid. Adopted by the Town Board of New Scandia Township this fifth day of December, 2006. Dennis D. Seefeldt, Chairman State of Minnesota ) ) ss. Resolution No.: 12-05-06-03 Page 3 of 3 County of Washington I, the undersigned, being the duly qualified and appointed Clerk of New Scandia Township, Minnesota do hereby certify that I have carefully compared the foregoing resolution adopted at a meeting of the New Scandia Town Board on December 5, 2006 with the original thereof on file in my office and the same is a full, true and complete transcript thereof. Witness my hand officially as such Town Clerk and the corporate seal of the Town of New Scandia, Washington County, Minnesota this day of .2006. Anne Hurlburt Administrator/ Town, Clerk New Scandia Township ATTEST: Town Clerk TT,DA ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM 444 Cedar Street, Suite 1500 Saint Paul, MN 55101-2140 (651)292-4400 (651) 292-0083 Fax www.tkda.com To: Planning Commission, Town Board, Reference: Rodquist Variance Request Anne Hurlburt, Town Administrator New Scandia Township, Minnesota New Scandia Township Copies To: David Rodquist Proj. No.: 13582.016 Pete Ganzel, Washington County From: Richard E. Thompson, AICP Berry Farrington Routing: Date: November 30, 2006 SUBJECT: Rodquist Variance Request MEETING DATE: December 5, 2006 LOCATION: 20412 Quinell Avenue North New Scandia, Minnesota APPLICANT: David Rodquist ZONING: Agricultural District (AG), Saint Croix River Management Overlay District ITEMS REVIEWED: (attachments) 1. November 14, 2006 Site Plan 2. November 13, 2006 letter from Peter Curtis, the Applicant's architect 3. November 9, 2006 memo from Washington Conservation District 4. Wastewater treatment system schematic 5. November 13, 2006, letter from Washington County Department of Public Health and Environment 60 DAY DEADLINE: January 16, 2007 BRIEF DESCRIPTION OF THE REQUEST: The Applicant is seeking to construct a home, accessory structure, well, and sewage treatment system on the property located at 20412 Quinell Avenue North. The Applicant requests two variances in order to complete the project. One variance request is in order to build a sewage treatment system and the other variance request is for the accessory structure location. See Attachments 1 (site plan) and 2 (letter describing the request). Variance 1. Alternative Seimge Treatment System with 12 inches of original soil The Applicant proposes a sewage treatment design that would not meet the Washington County ISTS Ordinance requirement that a minimum of 18 inches of original soil meeting percolation test standards must An Employee Owned Company Promoting Affirmative Action and Equal Opportunity Rodquist Variance Page 2 New Scandia Township November 30, 2006 be present. The soil borings taken at the subject property show a depth of approximately 12 inches of soil. New Scandia Township has adopted the Washington County ISTS Ordinance by reference. Variance 2, location of an accessory structure between the house and the road. The Applicant proposes a detached garage of 768 square feet located between the house and Quinnell Avenue North. The New Scandia Zoning Ordinance does not allow accessory structures to be located between the house and road unless it is at least 200 feet from the right-of-way and is on a parcel of 5 acres or more. BACKGROUND: The subject property is zoned Agricultural District, Saint Croix River Management Overlay District. The property is 6.7 acres with six wetlands and with Gilbertson Creek running across it. There is an existing one - room cabin on the site (no well or septic). The New Scandia Township Development Code allows the issuance of a variance, "where it is determined that, by reason of exceptional circumstances, the strict enforcement of the Zoning Regulations would cause unnecessary hardship." The Zoning Ordinance considers hardship to mean; 1.) that the property cannot be put to reasonable use under the conditions in the Ordinance, 2.) that the hardship is not caused by the landowner, but is due to circumstances unique to the property, and 3.) that the variance would not alter the essential character of the area. EVALUATION OF THE REQUEST: Sewage Treatment System The Applicant requests a variance to Washington County ISTS Ordinance Section 14.10 (1)(B) which requires 18 inches of permanent soil with a percolation rate faster than 60 minutes per inch. The Applicant requests that 12 inches of soil be permitted. The Applicant has explored other locations that would meet the 18 inch requirement, but locating the system where 18 inches of soil is available would put the system too close to Gilbertson Creek (within the setback). A variance for either the soil depth or the creek setback would be required to construct a sewage treatment system on the site. The Washington Conservation District finds that the proposed location is preferable from an environmental standpoint because it better protects the creek (Attachment 3). The proposed sewage treatment system is designed by North American Wetland Engineering and is called a DYN02 pretreatment system. The application materials describe it as using biological treatment to treat the wastewater before it drains to an infiltration bed (Attachment 4). The Applicant is working with the Washington County Department of Public Health and Environment in designing the sewage treatment system. A letter from the County to the system designer states that the proposed system will probably provide adequate long term sewage treatment (Attachment 5). The Planners recommend that Washington County Department of Public Health and Environment app oval of the sewage treatment system be a condition of the variance, if one is granted. Rodquist Variance Page 3 November 30, 2006 New Scandia Township For the location of the sewage treatment system the Planners find that strict enforcement of the Ordinance requirements would create a hardship in that the property could not be used for a single family residence without a sewage treatment system. The Applicant has shown that there is no way to provide for a sewage treatment system without a variance. The hardship is present due to the wetlands creek and soil conditions unique to the property. Accessory Buildhig The Applicant requests a variance to allow a detached garage of 768 square feet located between the house and Quinnell Avenue North. For parcels 3 to 20 acres, two accessory buildings are allowed and may total no more than 2,500 square feet. The one -room cabin of 144 square feet would remain and would be used as an accessory building for spiritual retreat used by the Rodquists. The one -room cabin may be used for storage of personal property and for personal use and may not be used as a residence or for lodging. The proposed garage and the one -room cabin are a total of 912 square feet and so conform to the area and quantity limits for accessory buildings. Due to the location of the proposed sewage treatment system, wetlands, the creek and associated setbacks, the proposed garage location is the only land available within 100 feet of the house. The proposed house is intended as a home for retirement. The Planners find that a garage is a typical accessory use of a residential property, and that locating it within 100 feet of the home is a reasonable expectation. The Applicant states that an existing swale prevents the garage from being moved closer to the house (as an attached garage). Because of the unique environmental conditions of the property, strict enforcement of the Ordinance would greatly limit the location and functionality of the proposed garage A variance allowing the garage to be located between the house and the road would not alter the essential character of the area The Planners recommend approval of the variance to allow the garage to be located between the house and the road as shown on the site plan. Setbacks The standard setback requirements for the subject property are: side yard of 20 feet, rear yard of 50 feet, and front yard of 40 feet. A setback of 100 feet from the centerline of Quinnell Avenue North, a Local Collector, is required. A setback of 75 feet from the Ordinary High Water level is required for unclassified waterbodies. For Type 1 (Seasonally Flooded) and Type 2 (Wet Meadow), wetlands which do not have open water, a setback of 20 feet from the delineation is required. The Washington Conservation District has confirmed the wetland delineation and that Basins A, B, C, and D are Types 1 or 2. The Washington Conservation District has also offered to work with the Applicant to minimize any impacts on vegetation and to restore disturbed areas. The proposed home, accessory structure and sewage treatment system meet the setback requirements The Planners recommend that the Applicant continue to work with the Washington Conservation District to minimize any impacts on vegetation and to restore disturbed areas Buildable Area A minimum of one acre of buildable area is required by Ordinance The site plan shows that the subject property has 2.6 acres of buildable area and therefore meets the reauirement Rodquist Variance Page 4 November 30, 2006 New Scandia Township ACTION REQUESTED: The Planning Commission can recommend: 1. Approval 2. Approval with conditions 3. Denial with findings 4. Table the request PLANNING STAFF RECOMMENDATIONS: The Planners recommend approval of the variance to allow the proposed sewage treatment system with an original soil depth of 12 inches and the variance to allow the proposed garage to be located between the house and the road at 20412 Quinell Avenue North. The Planners determine that the criteria for granting a variance have been met based on the following findings: 1. The Applicant has demonstrated that there is not a location where a sewage treatment system may be constructed without a variance. A sewage treatment system is required for use of the property as a single-family residence, a use allowed within the Agriculture District. This hardship is created by unique environmental features of the property, including wetlands, a creek and shallow soils. 2. The addition of a garage is a reasonable use for the subject property. Due to the unique environmental conditions of the property, strict enforcement of the Ordinance would greatly limit the location of the proposed garage. 3. The variances would not alter the essential character of the area. 4. The hardship was not created by the property owner but is due to the natural condition of the land. The Planners recommend approval with the following conditions: 1. That the home, garage and sewage treatment system are located as shown on the Site Plan dated November 14, 2006. 2. That the Washington County Department of Public Health and Environment finds that the sewage treatment system can safely provide for longterm sewage disposal needs, will not jeopardize water quality, and that a permit is granted. 3. That the applicant continue to work with the Washington Conservation District to minimize any impacts on vegetation and to restore disturbed areas. 4. That the one -room cabin may be used for storage of personal property and for personal use and may not be used as a residence or for lodging. 5. That all fees are paid. O \ c �u q�.NC 00 N C h N N v I `ems a5 F S dd aY W \ �'f7^• o L Lit 3 \ <LL) yA u S o s& BE. u33c rz `s 'q c a �aC o � N � Q'• 'c i �� r O uz e Attachment 2 Peter Curtis Architect 12555 Morris Trail North, Marine on St. Croix, MN 55047-9744 651.433.4031 Description of Variance Request Date: 13 November 2006 Re: David & Ruth Rodquist 6300 Portland Avenue South Richfield, MN 55423 20412 Quinnell Scandia, MN 55073 The Rodquists have owned the 6.7 acre property for over 40 years and have used it as a retreat. The property sits between Quinell Avenue and the Wisconsin Central Limited RR tracks and is wooded with a stream running through one end. There is currently a short gravel drive and an existing cabin approximately 12 feet by 12 feet which consists of one room with a small wood stove. The owners would like to build a permanent retirement home on the property and reside there. Variance ReQuest #1 � Variance to standard septic system design Due to the numerous wet areas and existing soil conditions the first variance we are requesting is for a septic system designed by North American Wetland Engineering to be located in the most acceptable location we have been able to identify on the site, conforming to all required setbacks from the boundaries and existing wetlands. The hardships which apply to the request for a variance to the standard septic system are as follows: A. The property cannot be used for residential purposes without a septic system. B Due to the particular piece of property and its natural soil conditions it is unsuitable for a standard septic design and requires a septic system designed with a pre-treatment stage prior to distribution of the waste liquids into the drainage bed. C. A single family home with on -site sewage treatment is typical of this area. Variance Reouest #2' Variance to build garage closer to road than dwelling The second variance requested is to allow the garage to be sited closer to the road than the dwelling unit. The house is shown on the enclosed site plan in the owners' preferred location to take advantage of the available views of the stream and central open portion of the site, while still respecting all required setbacks from property boundaries, wetlands, stream and septic system. Due to the restraints of the site imposed by the existing wetlands and natural drainage swales, the garage has been sited between the house and the road. Rodquist Variance Request Page 1 of 2 The hardships which apply to this request for a variance for siting the garage closer to the road than the dwelling are as follows: A. Due to the particular piece of property and the existence of its natural features, including wetlands and stream, there is not an available contiguous building site in this location for the garage to be built further back from the road, adjacent to the proposed home site, nor is there area available at this particular site for a driveway to pass adjacent to the house to allow the garage to be located behind the dwelling. B. Due to the existing swale between the proposed dwelling site and garage site, the garage cannot be moved closer to the house. C. The variance, if granted, will not alter the essential character of the locality. D. There do exist on the site alternate locations which would allow the garage to be placed further from the road than the house, however this would require placing the house much closer to the road, as well as not allowing the owners to take advantage of view of the stream and open space. The house can be attached to the garage in the current configuration by the construction of a breezeway or covered walk connecting the two structures and the owners may be interested in eventually making this connection. However, we are making this request that a variance be granted to allow this siting without the connection at the time of construction. Rodqulst Variance Request Page 2 of 2 _Attachment. 3 1 8_n GV 1= RONTAG E KD H I G H W AY 3 6. s'rIILWA1 I7I1. PAN 55(18.2 6.51 275= 1 136 1 PI10 N L•.I i 6 S 1 2 7 5. 1.2.5 1 .i.' F A X j W'WW.NL.NWCD.-0R1.. MEMORANDUM TO: Anne Hurlburt, Administrator; New Scandia Township FROM: Jyneen Thatcher, WDCP; Wetland Specialist DATE: November 9, 2006 RE: Wetland delineation, Rodquist Site On behalf of New Scandia, I have reviewed the delineation and report for the David Rodquist site, on Quinnell Avenue. A few weeks ago, I provided a memo regarding the water resource concerns on this parcel. Since that time, I have received additional documents and have met with the architect. Based on that information, I would recommend the Township approve the delineation as depicted on the survey maps prepared by Landmark Surveying. I also agree that the location of the house, driveway and septic system, as shown on the Proposed Site Plan dated October 11, 2006, is within the area of lesser ecological integrity. In comparison, an earlier concept had proposed the site development as closer to Gilbertson Creek and the seepage swamps. Within the next week, I expect to visit the site again, to review the vegetation within the development envelope. If significant plant communities or specimens are seen, I will work with the applicant to minimize the impacts and restore any disturbed areas. Feel free to call if you have questions about this memo, or if you would like more information. Cc: Dennis O'Donnell; Washington County Land Management Landmark Surveying, Inc. Peter Curtis, Architect; 12555 Morris Trail N, Marine 55047 Dave Rodquist, 6300 Portland Ave So, Richfield, MN 55423 Tony Brough, Wetland Consultant Supervisors: Louise Smallidge ^ Gary Baumann ^ Tom Meyer ^ Rosemary Wallace o Tom Armstrong. Jr Attachment 4 --- - ------- -lit L N got th C3 ------------- I soft— i3r S V I L L E j f fi J, S t 2 1Q Y R NOV-18-U6 16:68 FROM-WASHINGTON CTY Couurity - November 13, 2006 Rick Wagner North American Wetland Engineering, LLC 4444 Ceutcrville Rd Suite 140 White Bear Lake, MN 55127 Mr. Wagrler: Attachment 5 651 430 6730 T-499 P.001/002 F-986 Department of Public hieallth and Environment Lowell Johnson Director. Sue Hedlund Deputy DIMMar The preliminary design fnr'a proposed sewage treatment system at 20412 Qtlinell Ave N (Rodquist property) in Section 19 of New Scandia has been reviewed. The proposed system is designed for a two bedroom home and will be classified as an Alternative System under. Section 15 of the Washington County. ISTS Ordinance. The retiiew found five areas that are at odds with applicable rules and regulations; (1) The. proposed design does not provide a minimum three feet of separation to saturatf:d soil or bedrock as required in section 15.1(4). (2) A n 6 i gative and monitoring plan is required and no secondary area is shown on the site plful. (3) A minimum of 18 inches of natural, unsaturated soil is required in previously undevelibped sites for mound construction (Section 14.10(1)(B). Soil borings in the Proposed treatment area indicate depth -to saturation at best, 12 inches. (4) A minimum 75 foot setback is required to delineated wetlands. The proposed system is approximately 30 feet from a delineated wetland. v, (5) Dishibution media in pressure beds is limited to rock aggregate under section 14.10(2 }, not gmvelless media as proposed. While t.tte• proposed system will probably provide adequate long term sewage treatment, lot constraints and soil conditions will require variances to items 3 and 4. Items 1, 2: and 5 are design and/or operation parameters that can be changed to meet minimarri requirements. Government Center - 14040 62nd Street North — P.o. Box 6, Stillwater, Mlnnesota 55082-0006 Phono; 651-43D-6655 • Fax: 651-430-0730 • 'm': 651-430-6246 VjW. co.washl ngton.mn,us Equal Employment Opportunity 1 Affirmative Action NOV-13-00 16:68 FROM-WASHINGTON CTY 651 430 6730 T-400 P-002/002 F-836 If you have any questions please call me at (651) 430-6676 Sineerel:p, Pete rinrizel Senior • Environmental Specialist Cc: De arms O'Donnell, Planner New Scandia' Towniship Clark Ciudy Weckwerth, Program Manager L api N LID Z o °C'IDa I �w V + Q� U qQR A mac U�c O 0.1 (L 0 �V2 OV w Q o� w w 3 3 � D w Z Q LI W wQZ O � = U � n Z zLLI z Q m ILL O W u D — a- Z N 3 z � Qo3<1z ° Uz� a � 3 rT w{— ^I""I I m H° �< Q W uQ Z LU J r v LLr O 5 zX ° w a a o u o o _ U! 11 V = 6l Z w (L (L �-----�--- --------- rF ^; ••/ — -mac / - yI Y a� hl €a qs 7g c¢ C ' Ez Srsyy E W c £ �� \ - - r%rlT - Nl3N �w � - - - pL lb►OY, �--Ortn.oN _ _ - � i' i • 1 m t`�y:\.. If go It" 11 .Cerny - - -� NO F ^EiN;n 3as fr J i LJ v rl ``1 CD �� O lOa� v 1 E 54 P- '� J _1 ► i 1 v `1 N Required setbacks, per phone conversation, 22 August 2006, with Dennis O'Donnell, Washington Co. Surveyor and Land Management Creek Wetlands A,B,C & D (Types 1 & 2) Wetlands E,F & G (Types 3 & 4) Road R.O.W. U=�N/ Q J House Septic 75' 75' 20' 20' 20' 75' 40' 10, Ng� tiA A 11 A"A A'1 w"A A x1 A A Aw w"w Iw w Basin G w w • w wAAw ~" i A.� •p� h x"x" f A A AwA / ,\ A x w A w"S Iw A S w FA"A^hxAw A A t 1 ti w A"A w ��w A Basin �1 tv 651 433-4031 Peter Curtis, Architect 17555 Moore Tag Noctb, Marine on St Croix, MN 55047A744 David & Ruth Rodquist 20412 Quinnell Ave. No. Scandia, MN 55073 Proposed Site Plan Date: 14 November 2006 w N A A A 1 A w w Basin E QUlN _ N.�LL 336 �� •ram r6 \ tc*� — 1 n � xw _, Basin A .x �V 100 � � art x A w A x A w"rye ® ^CABIN ,% Well —� 0' Ii A x"x A q 1 AwAwA �' ,' 2 car garage O x 32' p+ -ro=,a9 2 bedroom \ house V1%%%% AAw Jp _ AOOr ; ma}— ^^.sue' r Sr, O �ggD 1 ^--' Basin B Basin D 20 w�T'x.w-w-•w�x�7t� A� c_ Septic System „ • _ n Site Plan l e = 60'-0" Culvert Gravel driveway 6. 70 V�NU � N OR 2OO - - OOg. ACRES A I i AwAnA~wA .` w l Basin CALr^ ^; 4 1 r"w C. \ V-' 401 Awww W A� Basin D J O 00 "•k " "A"A"A n ' � r �;� �" wAA "� wA�.�A-x-•_�^ reaor _ A / Basin D i ^ tY A A A"A A A �\ AAAAAA" A w i The proposed dwelling is to be a manufactured log home, 1-1/2 stories in height, with an attached sunroom and front porch. The house is connected to the garage with a covered walkway across a natural drainage swale to an open front porch at the house. Square House: 1st flr = lm s.f. 2nd flr = 520 s.f. PP S Total house = 1808 s.f. Garage = M s.f. ti : i fr" , , -rr Porch 256 = s.f. r----___----•------- Covered walkway = 248 s.f. % ; Total porch & walk = 544 s.f. t' Total footprint = 25W s.f. ti4 yeae _ -------------------� No N . 651 433-4WI Peter Curtis, Architect 12555 Morrie Trail North, Marine on St Croix, MN 5-%47A744 David & Ruth Rodquist 20412 Quinnell Ave. No. Scandia, MN 55073 Proposed House Plan Date: 14 November 2006 tiqjCO .- 2q% ,ore �' , Basin B ' i i ✓✓r- , i r Septic Tank -FOOT — Pre-treatment system 1, 4 Drainage bed north Gravel driveway Meeting Date: Agenda Item: Id e 12/05/2006 Planning Commission/ Town Board Agenda Report Town of New Scandia 14727 209"' St. North, P.O. Box 128 Scandia, MN 55073 (651) 433-2274 Action Requested: Hold a public hearing and consider the application of Jon Rodgers for a variance from setback requirements to construct a new septic system for an existing home located at 23409 Lofton Avenue North. Deadline/ Timeline: 60-day review period expires on January 18, 2007 Background: Township Planner Berry Farrington will present her report and recommendations at the hearing. Recommendation: The planners recommended approval of the variances, with conditions listed in the report. The findings and recommendations have been incorporated into a draft resolution for use by the Commission and Town Board. Attachments/ Materials provided: (rodgers) • Draft resolution 12-05-06-04 • TKDA Memorandum dated 11/30/2006 • Application materials Contact(s): Berry Farrington, TKDA 651 292-4400 Prepared by: Anne Hurlburt, Administrator Page 1 of 1 12/01/06 NEW SCANDIA TOWNSHIP RESOLUTION NO. 12-05-06-04 RODGERS VARIANCE FOR SEWAGE TREATMENT SYSTEM SETBACKS WHEREAS, Jon Rodgers has made application for a variance to allow to allow a setback of 33.5 feet from the sewage treatment system to Bone Lake Ordinary High Water level and a setback of 45 feet from the sewage treatment system to the well, located at 23409 North Lofton Avenue; and WHEREAS, the property is legally described as follows: The South 200 feet of the North % of Government Lot 7, Section 5, Township 32, Range 20, lying East of the Public Highway 25 now out and traveled over and across said tract, Washington County, MN.; and WHEREAS, the Planning Commission reviewed the request at a duly noticed Public Hearing on December 5, 2006, and has recommended approval; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE TOWN BOARD OF NEW SCANDIA TOWNSHIP, WASHINGTON COUNTY, MINNESOTA, that it should and hereby does approve the request of Jon Rodgers for a variance, based on the following findings: 1. Strict enforcement of the setback requirements would prevent construction of the sewage treatment system, which is required in order for the applicant to sell the property for residential use. 2. Construction of a new sewage treatment system that meets Washington County Department of Public Health standards would better safeguard the environment than use of the current system. 3. The hardship is caused by the unique features of the lot, that it is an existing quarter acre lot created before the Ordinance standards were in place. 4. If the Washington County Department of Health and Environment finds that the proposed sewage treatment system can safely provide for long-term sewage disposal needs, and Resolution No.: 12-05-06-04 Page 2 of 3 will not jeopardize the water quality of Bone Lake or groundwater quality, the variance would not alter the essential character of the area. The replacement sewage treatment system allows for use of the existing nonconforming structure. FURTHER BE IT RESOLVED, that the following conditions of approval shall be met: That the sewage treatment system is located as shown on the site plan dated November 10, 2006. 2. That Washington County Department of Public Health and Environment finds that the proposed sewage treatment system can safely provide for long-term sewage disposal needs, will not jeopardize the water quality of Bone Lake or groundwater quality, and that a permit is granted. That the applicant understands that the granting of the setback variance applies only to replacement of the sewage treatment system, and does not imply the granting of any future variance requests, such as to construct a new home on the site or to make improvements to the existing structure worth more than 50% of the appraised value of the existing structure. 4. That all fees are paid. Adopted by the Town Board of New Scandia Township this fifth day of December, 2006. Dennis D. Seefeldt, Chairman State of Minnesota ) ) ss. County of Washington ) I, the undersigned, being the duly qualified and appointed Clerk of New Scandia Township, Minnesota do hereby certify that I have carefully compared the foregoing resolution Resolution No.: 12-05-06-04 Page 3 of 3 adopted at a meeting of the New Scandia Town Board on December 5, 2006 with the original thereof on file in my office and the same is a full, true and complete transcript thereof. Witness my hand officially as such Town Clerk and the corporate seal of the Town of New Scandia, Washington County, Minnesota this day of .2006. Anne Hurlburt Administrator/ Town Clerk New Scandia Township ATTEST: Town Clerk TKDA ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM To: Planning Commission, Town Board, Anne Hurlburt, Town Administrator New Scandia Township Copies To: Jon Rodgers 444 Cedar Street, Suite 1500 Saint Paul, MN 55101-2140 (651)292-4400 (651)292-0083 Fax www.tkda.com Reference: Rodgers Variance Request _ New Scandia Township, Minnesota Proj. No.: 13582.019 From: Richard E. Thompson, AICP Berry Farrington Routing: Date: November 30, 2006 SUBJECT: Rodgers Variance Request MEETING DATE: December 5, 2006 LOCATION: 23409 Lofton Avenue North New Scandia, Minnesota APPLICANT: Jon Rodgers ZONING: Agricultural District (AG), Shoreland District ITEMS REVIEWED: Application, Site Plan, Septic System Design, Site Photos (Attachment 1), and September 27, 2006 Letter from Washington County (Attachment 2) BRIEF DESCRIPTION OF THE REQUEST: The Applicant requests a variance to allow a new septic system that does not meet the New Scandia Development Code setback requirements. The variance would be to allow a setback of 33.5 feet from the sewage treatment system to the Bone Lake Ordinary High Water level and a setback of 45 feet from the sewage treatment system to the well. The property is at 23409 Lofton Avenue North on the west shore of Bone Lake. It is approximately a quarter of an acre and is a nonconforming lot. There is an existing 1,076 square foot house on the property with an existing well and septic system. The Applicant is not proposing a new building on the site but repairs would be made to the existing structure. A new well is also proposed. The application states that the existing septic system is believed to be an open -bottomed wood tank. BACKGROUND: The subject property is zoned Agriculture District, Shoreland Overlay. The property is located on Bone Lake, a Recreational Development Lake. The Ordinary High Water (OHW) level of Bone Lake is 909.1 feet. The New Scandia Township Development Code allows the issuance of a variance, "where it is determined that, by reason of exceptional circumstances, the strict enforcement of the Zoning Regulations would cause An Employee Owned Company Promoting Affirmative Action and Equal Opportunity Rodgers Variance Page 2 November 30, 2006 New Scandia Township unnecessary hardship." The Zoning Ordinance considers hardship to mean; 1.) that the property cannot be put to reasonable use under the conditions in the Ordinance, 2.) that the hardship is not caused by the landowner, but is due to circumstances unique to the property, and 3.) that the variance would not alter the essential character of the area. EVALUATION OF THE REQUEST: Sewage Treatment System The Applicant proposes a septic tank and drainfield to replace the existing system on this nonconforming lot (see Attachment 1). The Applicant wishes to sell the property which necessitates an upgraded sewage treatment system. The type of the existing system is not known but thought to be an open -bottomed wood tank. There is not adequate space on the parcel for a secondary sewage treatment area. The Applicant is seeking an ISTS permit from the Washington County Department of Public Health and Environment (see Attachment 2). The planners recommend that if the variance is jranted, that a condition of approval be a determination from Washington County Department of Public Health that the proposed sewage treatment system can safely provide for long-term sewage disposal needs, will not jeopardize the water quality of Bone Lake or groundwater quality, and that a permit is granted. Setbacks The subject property is an existing nonconforming lot that is smaller than would be allowed in a standard subdivision today. Due to its small size of .25 acres, the parcel is not big enough to allow for the proposed septic system to meet setback requirements. The Shoreland Ordinance requires a 75 foot setback from the OHW for sewage treatment systems. A 100-foot separation between the well and drainfield are also required. The setback requirements are in place to provide for public health and safety by preventing contamination of surface water and groundwater. A variance to the OHW setback and the well setback would be required in order to replace the existing_ septic system. The Applicant requests a setback of 33.5 feet from the OHW and a setback of approximately 45 feet from the proposed replacement well. Strict enforcement of the setback requirements would prevent construction of the sewage treatment system, and therefore prevent the sale of the property for residential use. Construction of a new sewage treatment system that meets Washington County Department of Public Health standards would better safeguard the environment than use of the current system. Nonconforming Structure The New Scandia Zoning Ordinance, Section 12, addresses nonconformities. The existing house is a nonconforming structure. The Ordinance allows repairs costing up to 50% of the appraised value to be made to nonconforming structures without a variance. Improvements worth more than 50% of the home's appraised value would require multiple variances in this case, such as lot size, buildable area, OHW and front yard setbacks, and maximum impervious surface requirements. Construction of a new structure on the subject property would also require variances. Therefore, future improvements to the existing house may not exceed 50% of its appraised value. Rodgers Variance Page 3 November 30, 2006 New Scandia Township The Applicant should understand that if the variance is granted, that it applies only to replacement of the sewage treatment system. The granting of a variance for the sewage treatment system does not imply the granting of any future variance requests, such as to construct a new home on the site or to make improvements to the existing structure worth more than 50% of the appraised value of the existing structure. Potential Title Issues The survey notes that there are potential title issues. The surveyor indicated that because the legal description includes "half of a Government Lot" the southern property line is ambiguous. However, the ambiguity results in a potential gap between the subject property and the neighboring property to the south - not an overlap and property line dispute. Also, the legal description includes "East of the Public Highway" which could be interpreted as east of the centerline or east of the edge of the right-of-way. The surveyor indicated that the Applicant is working with the title insurance company to resolve these issues. Because the variance request is for the sewage treatment system and not for changes close to the property line such as a fence, the planners find that consideration of the variance request would not need to wait for resolution of the potential title issues ACTION REQUESTED: The Planning Commission can recommend: 1. Approval 2. Approval with conditions 3. Denial with findings 4. Table the request PLANNING STAFF RECOMMENDATIONS: The Planners recommend approval, with conditions, of the variance at 23409 North Lofton Avenue to allow a setback of 33.5 feet from the sewage treatment system to Bone Lake Ordinary High Water level and a setback of 45 feet from the sewage treatment system to the well. The planners determine that the criteria for granting a variance have been met based on the following findings: 1. Strict enforcement of the setback requirements would prevent construction of the sewage treatment system, which is required in order for the Applicant to sell the property for residential use. 2. Construction of a new sewage treatment system that meets Washington County Department of Public Health standards would better safeguard the environment than use of the current system. 3. The hardship is caused by the unique features of the lot, that it is an existing quarter acre lot created before the Ordinance standards were in place. 4. If the Washington County Department of Health and Environment finds that the proposed sewage treatment system can safely provide for long-term sewage disposal needs, and will not jeopardize the water quality of Bone Lake or groundwater quality (a recommended condition of approval), the variance would not alter the essential character of the area. The replacement sewage treatment system allows for use of the existing nonconforming structure. Rodgers Variance Page 4 November 30, 2006 New Scandia Township The Planners recommend approval with the following conditions: 1. That the sewage treatment system is located as shown on the site plan dated November 10, 2006. 2. That Washington County Department of Public Health and Environment finds that the proposed sewage treatment system can safely provide for long-term sewage disposal needs, will not jeopardize the water quality of Bone Lake or groundwater quality, and that a permit is granted. 3. That the Applicant understands that the granting of the setback variance applies only to replacement of the sewage treatment system, and does not imply the granting of any future variance requests, such as to construct a new home on the site or to make improvements to the existing structure worth more than 50% of the appraised value of the existing structure. 4. That all fees are paid. NOV-21-06 10:55 FROM-WASHINGTON CTY 651 430 6730 as ten; ion _ Attachment 2 'Coin ty Septerribex 27,2006 John Rogers 23409 Lofton Ave N Scandia., ]VIN 55073 T-525 P.002/002 F-056 Department of Public Heattl7 and Environment Lowell Johnson Director Sue Hedlund Deputy Director 0010-06-21 GE0:05-032-20-42-0001 RE: Application for Sewage System Permit, 23409 Lofton Ave N, Scandia An appl:cation and design for a sewage system pennit for the above address has been received. The permit cannot be issued at this time. Due to bit constraints, variances to the 75 foot setback to Bone Lake and possibly other setbacks (pending survey), will be required for the system to be installed as proposed. Varian(:e requests within townships are beard by The Washington County Board of Adjusunents and Appeals. Since di,. -re is no secondary sewage system area on the lot, improvements to the existing dwelling. are limited to repairs or replacement involving no more than 50% of the value of the existing structure. For details and application for the variance process as well as other applicable zoning require aLi.nts, please contact Ann Pung-Terwedo of the Washington County Planning and Physic;;.) Development Department at (651) 430-6715. incerel;;, � Pete GzIt2zl Senior i nvironmental Specialist Cc: Ann :Pang-Terwedo, Senior Planner Cindy Weckwerth, Program Manager Wericly Nelson Gmeirnment center • 14949 send Street North — P.O. Box 6, Stillwater, Minnesota 55082-0006 Phone: 851-430-6655 • Fax: 651-430�6730 - TTY: 651-43 -6246 www. co. wa s h i n gto n. m n. u s Equal Employment Opportunity / Affirmative Action Jon Rodgers Box 306, Port Gamble, WA 98364 (360) 697-4755 hm (775) 535-0970 fax Dear Sirs, Enclosed is a variance application, checklist, site plan(16 copies), and copy of certificate of survey(14 originals being mailed seperately) and a check for $150. 1 am applying for a variance for a new septic system to replace the existing system (believed to be an open -bottomed wood tank). The proposed area is the only suitable site on the property as the house, driveway and county easement occupy most of the lot. As the lot is only 85' wide, there is no location that meets the required 150' setback. Legal description of property The South 200 feet of the North one-half of Government Lot 7, Section 5, Township 32, Range 20, lying East of the Public Highway 25 now out and traveled over and across said tract, Washington County, Minnesota Ist 6 � I I I 1-0� s S R21\V t T12NI---r � f.L'N 11 i T11NI UIN o T31/N T.YRI f T'_9N 1 T29N > m P_9N T_SN • L - i I I �c T27N� T27N R2W R21W R'_UW N Vicinity Map � � I 's R a a j Nt 101 1 y G°11",� l v a y b U 2W Scale m Fml A �j$ A LOT A v SIMEET e.oM R err �A i �0 • � � 5 �a r0 i �h pp • �s�yCk, 7 5 .v I n+w F. p \ > err R 00 LOT B 9 _ � —.v • lin J.wqu Ne rndldarmpL.an .rtl w rt.aCfi••y � m. � • anww.l<w ems. �•.�a �cri�w Location Map .a �.�oa•., ..�,oe,, , �e�.. . ••..w..��„ ,F01 MTnG^^ br�rro.ay.a. i5r 100M 'LAKES rNc. P.O.BOX 572EXISTING CONDITIONS & SITE PLAN LINDSTROM, MN 55045 N PHONE: 651-213-1164 DATE: 11-fO-06 SCALE: 1 inch = 40 feet FAX: 651-213-1165 E � SURVEY FOR: JOHN RODGERS R' 5 FREIVEQWrIh'TI N; The 5a.,th 200 feet of the North One-half of Government Lot 1, 5ection 5, fownship 52, parge 20,ast of the publ Nighwaq 25 now out and traveled over and across said tract, Washington Counts.{, Minnesota, 4. 2006 • DENOTES FOUND IRON MONUMENT Tr��/�t,IS�IIP ® DENOTES EXISTING SEPTIC TANK LOCATION ® DENOTES PROPOSED WELL LOCATION 5UI•'.VFY01?' 5 NOT5: I, This survey is intended for amilsitlon of a setback variance for a proposed new septic sy:tem, 2, the exlstlrq description for this parcel Is arnbiquws, The northerly and so kerlg hcundary fines of this parcel are shown accordinq to found monuments on the sartheriy line, These monuments maq not represent the true boundary line of the subject parcel, 3 The client has been notified of the potential title issue for the subject parcel. It is recommended that a title correction proceedinq take place in order to clear title. 4. It is unknown if the westedq line of the subject parcel extends to the west line of the Government Lot or to the right-of-waq line of the road, 1 I 1 I 1 I � Iz v � I 7 0 I I 60 I I ' 1 I co N `1 N� 0 --p CD l � l .\ 1 �-7 OD g9ls i IQ t COuo ` 11 9,28A?6?4 934 159t N o � 60 SURVEYING PROJECT NO. 06-099 Iv31l I. 1 0 v p T)l le v Lp 1 Lill E j G � 13 � td � N � of 11. i.4- vi -;� - C) f-,c / -Y, a) -re December 4, 2006 Anne Hurlburt New Scandia Township 14727 209"' Street North P.O. Box 128 Scandia, MN 55073 Dear Ms. Hurlburt, NF�,S ZOOS Cglp/� ro`Y Nstiip EMMONS & OLIVIER RESOURCES On behalf of the Comfort Lake Forest Lake Watershed District we have reviewed the application by Jon Rodgers for a new septic system to be located less than 35 feet from Bone Lake. We support updating old and failed septic systems with newer technologies that will reduce the impact of septic system discharge on the District's lakes. However, Bone Lake is listed by the Minnesota Pollution Control Agency as impaired by excess nutrients. We therefore encourage the Township to fully consider the siting and reliability of the proposed system and the potential for impacts to Bone Lake: 1. Questions to consider regarding alternate site locations: a. Has Washington County been approached for permission to locate the system in the Right of Way? b. Is it possible to purchase property from south neighbor for septic areas? 2. Request that the Township verify that Washington County would allow this type of system and the proposed variance. 3. Request Township Engineer to review manufacturers design data and performance data (not provided) to determine if system is suitable for proposed location and if system will remove nutrient loading currently impairing Bone Lake. 4. Township may want to consider more frequent monitoring than proposed for the first few years to verify effective operation. 5. Request that Township require that monitoring reports be prepared and certified by a licensed septic system designer experienced with the proposed system. Thank you for this opportunity for the Comfort Lake Forest Lake Watershed District to provide comment. Sincerely, Dan Fabian, P.E. CLFLWD District Engineer cc: CLFLWD Board of Managers CLFLWD Office Making A Difference Through Integrated Resource Management EOR, INC. • 651 Hale Avenue North • Oakdale, MN • 55128 • Tel: (651) 770-8448 • Fax: (651) 770-2552 FOR is an Equal Opportunity Affirmative Action Employer (/i Se e/yetz a, 4 a C) PSG c). NEW SCANDIA TOWNSHIP RESOLUTION NO. 12-05-06-04 RODGERS VARIANCE FOR SEWAGE TREATMENT SYSTEM SETBACKS WHEREAS, Jon Rodgers has made application for a variance to allow to allow a setback of 33.5 feet from the sewage treatment system to Bone Lake Ordinary High Water level and a setback of 45 feet from the sewage treatment system to the well, located at 23409 North Lofton Avenue; and WHEREAS, the property is legally,described as follows: The South 200 feet of the North % of Government Lot 7, Section 5, Township 32, Range 20, lying East of the Public Highway 2`S now out and traveled over and across said tract, Washington County, MN,; and WHEREAS, the Planning Commission reviewed the request at a duly noticed Public Hearing on December 5, 2606, and has recommended approval; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE TOWN BOARD OF NEW SCANDIA TOWNSHIP, WASHINGTON COUNTY, MINNESOTA, that it should and hereby does approve the request of Jon Rodgers for a variance, based on the following findings: 1. Strict enforcement of the setback requirements would prevent construction of the sewage treatment system, which is required in order for the applicant to sell the property for residential use. 2. Construction of a new sewage treatment system that meets Washington County Department of Public Health standards would better safeguard the environment than use of the current system. 3. The hardship is caused by the unique features of the lot, that it is an existing quarter acre lot created before the Ordinance standards were in place. 4. If the Washington County Department of Health and Environment finds that the proposed sewage treatment system can safely provide for long-tenn sewage disposal needs, and Resolution No.: 12-05-06-04 Page 2 of 3 will not jeopardize the water quality of Bone Lake or groundwater quality, the variance would not alter the essential character of the area. The replacement sewage treatment system allows for use of the existing nonconforming structure. FURTHER BE IT RESOLVED, that the following conditions of approval shall be met: 1. That the sewage treatment system is located as shown on the site plan dated November 10, 2006. 2. That Washington County Department of Public Health and Environment finds that the proposed sewage treatment system can safely provide for long-term sewage disposal needs, will not jeopardize the water quality of Bone Lake or groundwater quality, and that a permit is granted. 3. That the applicant understands that the granting of the setback variance applies only to replacement of the sewage treatment system,,and does not imply the granting of any future variance requests, such as to construct d new home on the site or to make improvements to the existing structure worth more than 50% of the appraised value of the existing structure. F hat the effluent is monitored and meets a strict standard for nitrate nitrogenand hos horous content. The standard will be to drinkinwater uali standards or as close o it as is feasible as determined by the Washingion.County Department of Public Health a and Environment Monitoring frecauencv will be deiermined by the Washington Coun ly De artment of Publk Health and Environment. 5. That the monitoring reports be prepared and certified by a licensed septic system designer experienced wifh-the proposed system. 6. That all fees, are paid. Adopted-liy the Town Board of New Scandia Township this fifth day of December, 2006. Dennis D. Seefeldt, Chairman State of Minnesota ) ) ss. Resolution No.: 12-05-06-04 Page 3 of 3 County of Washington ) 1, the undersigned, being the duly qualified and appointed Clerk of New Scandia Township, Minnesota do hereby certify that 1 have carefully compared the foregoing resolution adopted at a meeting of the New Scandia Town Board on December 5, 2006 with the original thereof on file in my office and the same is a full, true and complete transcript thereof. Witness my hand officially as such Town Clerk and the corporate seal of the Town of New Scandia, Washington County, Minnesota this day of .2006. Anne Hurlburt Administrator/ Town Cleric New Scandia Township ATTEST: Town Clerk Meeting Date: 12/05/2006 Agenda Item: a d 1 �O C i r / Planning Commission/ Town Board Agenda Report Town of New Scandia 14727 200" St. North, P.O. Box 128 Scandia, MN 55073 (651) 433-2274 Action Requested: Hold a public hearing and consider the application of Scott and Mary Ann Andersen for a minor subdivision and variance to create three lots from the property located at 19580 St. Croix Trail, including a variance to allow one lot to be 8.2 acres in size (where the ordinance requires between 2.0 and 4.0 acres, or 20 acres or greater.) Deadline/ Timeline: 60-day review period expires January 29, 2007 Background: Township Planner Berry Farrington will present her report and recommendations at the hearing. Recommendation: The planners recommended approval of the minor subdivision and variance, with conditions listed in the report. The findings and recommendations have been incorporated into a draft resolution for use by the Commission and Town Board. Attachments/ • Draft resolution 12-05-06-05 Materials provided: . TKDA Memorandum dated 12/1/2006 • Application materials Contact(s): Berry Farrington, TKDA 651 292-4400 Prepared by: Anne Hurlburt, Administrator (andersen) Page 1 of 1 12/01/06 NEW SCANDIA TOWNSHIP RESOLUTION NO. 12-65-06-05 ANDERSEN MINOR SUBDIVISION AND VARIANCE WHEREAS, Scott and Mary Ann Andersen and Arthur Andersen 11 has made application for a minor subdivision to allow the creation of three parcels, Parcel A of 8.2 acres, Parcel B of 3.8 acres, and Parcel C of 20.0 acres, and has made application for a variance to allow for Parcel A to be 8:2 acres, located at 19580 Saint Croix Trail and WHEREAS, the property is legally described as follows: Lots l ,through 7 in Block 1 Lots 1 through 15 in Block 2; all of Block 3; Lots 1 through 5 and 11 through 14 in Block 6; Lots 3 through 16 in Block 7; and Lots 9 and 10 in Block 8; all in the Revision of Vasa, said Lots and Blocks subject to Highway Easement to the State of Minnesota. AND All that part of the NW '/< of the NW '/ of Section 30, Township 32, Range 19, lying'East of the Right of Way of the Minneapolis, St. Paul and Sault Ste. Marie Railway Company. AND All that part of the E % of the NW '/ of Section 30, Township' 32, Range 19, which remained unsurveyed after the Town Plat of Vasa was surveyed and platted which lies South of State Highway No. 95 as said Highway now runs over and across said E'/z of NW %, subject to Highway Easements to the State of Minnesota and excepting that part thereof owned by the Minneapolis, St. Paul and Sault Ste. Marie Railway Company; and WHEREAS, the Planning Commission reviewed the request at a duly noticed Public Hearing on December 5, 2006, and has recommended approval; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE TOWN BOARD OF NEW SCANDIA TOWNSHIP, WASHINGTON COUNTY, MINNESOTA, that it should Resolution No.: 12-05-06-05 Page 2 of 3 and hereby does approve the request of Scott and Mary Ann Andersen and Arthur Andersen II for a minor subdivision and variance, based on the following findings: 1. There is not an alternative way to create Parcel A without either needing a variance or creating an unusable residual parcel. 2. The unique location of the 8.2 acres, constrained by 199th Street and St. Croix Trail, creates the hardship in this case. FURTHER BE IT RESOLVED, that the following conditions of approval shall be met: 1. That the new parcels are created as shown on the site plan dated November 28, 2006. 2. That the .3 acres noted as deeded to MnDOT is accepted by MnDOT. 3. That an easement of 66 feet in width centered -along 199th Street be dedicated to the Town. 4. That the Applicant work with the Washington Conservation District to plan the house and yard for minimum impact on wetlands and to provide vegetative buffers around the wetlands. 5. That permits for the two proposed sewage treatment systems must be received from the Washington County Department of Public Health and Environment. 6. That driveways for Parcels A and B are provided on 199th Street, not St. Croix Trail. 7. That all fees are paid. Adopted by the Town Board of New Scandia Township this fifth day of December, 2006. Dennis D. Seefeldt, Chairman State of Minnesota ) ) ss. County of Washington ) Resolution No.: 12-05-06-05 Page 3 of 3 I, the undersigned, being the duly qualified and appointed Clerk of New Scandia Township, Minnesota do hereby certify that I have carefully compared the foregoing resolution adopted at a meeting of the New Scandia Town Board on December 5, 2006 with the original thereof on file in my office and the same is a full, true and complete transcript thereof. Witness my hand officially as such Town Clerk and the corporate seal of the Town of New Scandia, Washington County, Minnesota this day of _ _ .2006. Anne Hurlburt Administrator/ Town Clerk New Scandia Township ATTEST: Town Clerk TKDA ENGINEERS - ARCHITECTS - PLANNERS MEMORANDUM 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101-2140 (651)292-4400 (651)292-0083 Fax www.tkda.com To: Planning Commission and Town Board Reference: Andersen Minor Subdivision and Anne Hurlburt, Town Administrator Variance Review New Scandia Township, Minnesota Copies: Scott and Mary Ann Andersen and Proj. No.: 13582.020 Arthur Andersen II From: Richard E. Thompson, AICP Routing: Berry Farrington Date: December 1, 2006 SUBJECT: Andersen Minor Subdivision and Variance Review MEETING DATE: December 5, 2006 LOCATION: 19580 Saint Croix Trail New Scandia Township, Minnesota APPLICANT: Scott and Mary Ann Andersen and Arthur Andersen II ZONING: Agriculture District (AG) ITEMS REVIEWED: Application, Survey (Attachment 1), andAerial Photo (Attachment 2) 60-DAY DEADLINE: January 29, 2007 BRIEF DESCRIPTION OF THE REQUEST: The Applicant requests a minor subdivision and a variance for lot size at 19580 Saint Croix Trail, located at the intersection of 199th Street and St. Croix Trail. The minor subdivision would create three lots from an assemblage of 13 tax parcels. The property was previously platted as Vasa within the hamlet of Copas, causing the existing parcels to be a variety of shapes and sizes. Collectively they are 32.3 acres. The Applicant requests Parcel A of 8.2 acres (7.2 acres if excluding St. Croix Trail right-of-way), Parcel B of 3.8 acres, and Parcel C of 20.0 acres. Portions of Parcels A and C underlie the St. Croix Trail right-of-way. There is a remaining .3 acres which underlies St. Croix Trail that is proposed to be deeded to the Minnesota Department of Transportation. See Attachments 1 and 2. The Applicant also requests a variance to allow for Parcel A to be 8.2 acres. The New Scandia Zoning Ordinance Section 3.3 requires that lots in the Agriculture District must be 2.0 to 4.0 acres, or 20.0 acres or greater. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity Andersen Minor Subdivision and Variance Page 2 December 1, 2006 New Scandia Township, Minnesota BACKGROUND: The subject property is currently used as a farm with an existing home and two accessory structures. The proposed subdivision puts all of the existing structures on Parcel C. The property is zoned Agriculture District and is outside of the Saint Croix River Management Overlay District. EVALUATION OF THE REQUEST: Density and Lot Size The request is for a minor subdivision using the lot averaging method. The Agriculture District allows a maximum density of 4 dwelling units per 40 acres, or one unit per 10 acres. The subject property is 31.3 acres and so the proposed 3 single-family lots are consistent witli the allowable density. The Zoning Ordinance requires that lots be 2 to 4 acres in size or 20 acres or greater. Parcel B is 3.8 acres and Parcel C is 20.0 acres and so they conform to the lot size requirement. Parcel A is 8.2 acres and the Applicant requests a variance for Parcel A's size. The Applicant indicates that strict enforcement of the parcel size requirement would result in an irregular residual parcel north of 199th Street. The density standard of one single family lot per 10 acres prevents creation of two smaller lots from the proposed Parcel A. Also, there is not adequate road frontage or buildable area to create two parcels in this area. There is not an alternative way to create the parcel without needing a variance or creating an unusable residual parcel. The unique location of the 8.2 acres, constrained by 199th Street and St. Croix Trail, creates the hardship in this case. Road Frontage Because their size is four acres or greater, Parcels A and C are required a minimum road frontage of 300 feet. Parcel A has approximately 596 feet of frontage on 199th Street and Parcel C has approximately 600 feet of frontage at the St. Croix Trail edge of the right-of-way. Because it is less than four acres, Parcel B must have a minimum of 240 feet of frontage. Parcel B has 296 feet of road frontage on 199th Street. The three parcels ineet the road frontage requirements. Right -of -Way St. Croix Trail right-of-way is dedicated as easement. A residual .3 acres of the Applicant's land is within the easement and is separated from the rest of Parcel C by the 199th Street (Market Street) right-of-way. The Applicant plans to dedicate the remnant of .3 acres to the Minnesota Department of Transportation (MnDOT). The land adjacent to the west and north of the remnant is already owned by MnDOT. The surveyor indicates that the subject property's deed does not include an easement for 199th Street right- of-way. The planners recommend that an easement 66 feet in width along the 199th Street centerline be dedicated to the Town. Andersen Minor Subdivision and Variance Page 3 December 1, 2006 New Scandia Township, Minnesota Setbacks Required setbacks are front yard setback of 40 feet, side yard setback of 20 feet, and rear yard setback of 50 feet. The minimum setback along St. Croix Trail, a Minor Arterial, is 150 feet from centerline or 75 feet from the right-of-way, whichever is greater. The required setback from the wetlands is 75 feet from the Ordinary High Water level or 20 feet from the delineation, whichever is greater. The site plan shows a setback of 73 feet from the centerline of 199th Street for Parcels A and B. This setback was drawn assuming a 66-foot right-of-way, or 33 feet from the centerline. The setback of 73 feet depicts 40 feet from the assumed edge of the right-of-way. The side yard setback of 20 feet is also shown. The 75-foot setback from the St. Croix Trail right-of-way is shown on Parcel A. The front yard setback requirement, side yard setback. acid Minor Arterial setback are inet on Parcels A and B No new structures are proposed for Parcel C and the Site Plan does not show the setbacks on this parcel. The existing house and the existing garage are located within the front yard and side yard setbacks, respectively. These structures are nonconforming as the property exists today and so are not affected by the requested minor subdivision. The setback requirements described above for side yard. front yard wetland and Minor Arterial also apply to Parcel C though not illustrated. Twenty -foot setbacks are shown along the edge of the delineated wetlands. The Washington Conservation District indicates that the 20-foot setback is appropriate for these temporarily flooded wetlands, Type 2 and Type 6. Adequate wetland setbacks are provided. The Washington Conservation District recommends that vegetative buffers be provided around the wetlands and offers to assist the property owner to plan the house and vard for minimum impact on wetlands. Buildable Land A minimum of one acre of buildable land is required for each parcel. The site plan reports 51,497 square feet, or 1.18 acres, for Parcel A and 67,672, or 1.55 acres, for Parcel B. Parcels A and B meet the buildable area minimum requirement. Buildable area is not calculated for Parcel C. Parcel C is 20.0 acres and approximately half of the parcel is wetland. The planners estimate that Parcel C has W-eater than one acre of buildable land Sewage Treatment Systems Parcels A and B show the soil test areas for the proposed sewage treatment systems. Permits for the two proposed sewage treatment systems must be received from the Wasliinp-ton County Department of Public Health and Environment. Driveway Location The site plan does not show the proposed driveways for Parcels A and B or the existing driveway for Parcel C. The Applicant indicates that the driveways for Parcels A and B will have access to 199th Street. Parcel C has an existing driveway with access to St. Croix Trail and the Applicant indicates that this driveway location would not change. The planners find that there are adequate site distances for the two new driveways located along the property's 199th Street road frontage. Andersen Minor Subdivision and Variance Page 4 December 1, 2006 New Scandia Township, Minnesota Park Fees and Taxes The New Scandia Township park fee is $1,500 per each newly created lot. The park fee for the requested minor subdivision is $3,000. ACTION REQUESTED: The Planning Commission can recommend: 1. Approval 2. Approval with findings 3. Denial with findings 4. Table the request PLANNING STAFF RECOMMENDATIONS: The planners recommend approval of the Minor Subdivision to create 3 parcels of 8.2 acres, 3.8 acres and 20.0 acres located at 19580 St. Croix Trail, with conditions. The planners recommend approval of the variance request for Parcel A of 8.2 acres, with conditions, based on the following findings: 1. There is not an alternative way to create Parcel A without either needing a variance or creating an unusable residual parcel. 2. The unique location of the 8.2 acres, constrained by 199th Street and St. Croix Trail, creates the hardship in this case. The planners recommend approval with the following conditions: That the new parcels are created as shown on the site plan dated November 28, 2006. 2. That the .3 acres noted as deeded to MnDOT is accepted by MnDOT. 3. That an easement of 66 feet in width centered along 199th Street be dedicated to the Town. 4. That the Applicant work with the Washington Conservation District to plan the house and yard for minimum impact on wetlands and to provide vegetative buffers around the wetlands. 5. That permits for the two proposed sewage treatment systems must be received from the Washington County Department of Public Health and Environment. 6. That driveways for Parcels A and B are provided on 199th Street, not St. Croix Trail. 7. That all fees are paid. Moved by Seconded by amr0a 8vsa:.7u0W are n/w,m out r. ,�� rwsu Ibr Ier i...� SURVEY FOR: SCOTT ANDERSEN PART OF THE REVISION OF YASA AND PART OF THE NI. 114 OF SECTION. S0, T. SP N.. R. 19 I., WASHINGTON COUNTY, AIINNESOTA / i i Liu � i S.Bt lRMD �¢ a PARCEL C 20.0t AC. T—< SU l 1" allom a qrc oa. mom vor uawToi r � \ �J C t lO� n \ 4 AIARQT "RUT) Vf _Al S ME. E. 1/2-NN. 1/4 C 4m! �..— r �ASHINGTON :! ONSERVATION I STRICT MEMORANDUM TO: Anne Hurlburt, Administrator; New Scandia Township FROM: Jyneen Thatcher, WDCP; Wetland Specialist DATE: November 30, 2006 RE: Scott Andersen parcel, wetland delineation 1380 VN T_RON 1-AG I RD H I G H W A Y 3 ST111 WATER, MN 55OS 6 5 J 1 7 5 1 1 3 6 1 P I O N L b 5 1 2 7 5 1 2 5 .1 1 F A X I WVVW.MNWCD.0RG Earlier this summer, I reviewed the southern portion of this parcel to verify the wetland boundary. My participation was early in the planning stages. Since then, the plans have changed to now include the land north of 19911, Street. I revisited the site this morning to review the delineation line along the north parcel. Based on my two field reviews, and the report that was submitted, dated October 13, 2006, I would recommend New Scandia accept the wetland delineation as submitted and shown on the survey of November 28, 2006. I would also concur with the wetland type/classification as described in the delineation report. The 20' setback provided on the survey plan is consistent with the current Washington County ordinances. There may be a permanently or semi -permanently flooded area in Wetland 1, however the non -flooded fringe area is greater than 75' wide. The stream corridor present on Parcels B and C is identified as Swedish Flag Creek in the Upper St. Croix River Spring Creek Study of 2003, but not listed as a DNR Protected Waters. The Spring Creek Study identified significant natural features within this general area, and recommended the maintenance and improvement of streamside buffers, preservation of in -stream woody debris, and protection from road run-off. Our office would be happy to work with the Township, Watershed District, or prospective landowners to implement the management recommendations. It should also be noted that both Parcels A and B are within areas mapped as being Faxon silt loam, a hydric soil. This soil map unit is characterized as having a shallow depth to bedrock and frequently are subject to shallow sub -surface water flows. But if the surface soil layer is thick enough to raise the root zone above the saturated soil, non -wetland conditions will develop. Much of the wetland delineation was decided based on the dominance of hydrophytic vegetation. Feel free to call if you have questions about this memo, or if you need more information. Cc: Dan Seemon; Corps of Engineers Dan Fabian; Carnelian -Marine Watershed District David Heinrichs; Hult & Associates Supervisors: Louise Smallidge o Gary Baumann o Tom Meyer o Rosemary Wallace - Tom Armstrong, Jr. TO: Town of New Scandia FROM: Scott Andersen, Mary Ann Andersen and Arthur Andersen RE: Amendment of Description of Request and Application Dated November 14, 2006 DATE: November 28, 2006 The following is substituted for the Description of Request which appears in the Application on file with New Scandia Township: Applicants want to reconfigure thirteen tax parcels, which together comprise 32.16 acres according to Washington County Assessor records and 32.3 acres according to the most recent Minor Subdivision survey by Hult Associates, Inc., into three parcels consisting of 7.2 acres (8.2 acres if measured to center of Highway 95), 3.8 acres and 20 acres with a residue parcel of .3 acres to be conveyed to Minnesota Department of Transportation or another governmental entity as directed by New Scandia Township. F:\CLIENT\Andersen, Scott & Mary Ann\2002\Real Estate Matter\06.11.28 Memo to Town of New Scandia.doc RECEIVED NOV 2 R 2006 NEW SCANDIA TOWNSHIP t w CZ3 CD M w w cq C:) z C) U) Z& z Or ---a- zo va-: PJ bil gas C, o d I --aL ... ... ..... .... wz 122* 1 loll 13 12, 12" 11 FT 44 F-7 I I I L—J II 41 �I ... I :•: 1� I ::: I i :. I ,:: I / I r-T T- LL F7 00" LJ EDGE 0 r MT 4 of VASOL P 1� 2 x, IL 1 ,poLos, Q: co -H -H Ch Ck: oz on N ®r z -H CH, % ------ c z 201 ll/l'MN-Z/L t/t'MN---V/L'M0N '-n- -----✓ LZ6 - )-0V -" -- — --- iron o �e 4o' 0 December4, 2006 Dear Planning Commission Members: 2 d� \C ` NFwsc Zp0s \�614 T I am unable to attend the hearingon Tuesday, December 5 2006 to consider��'Nsy�P Y, , the application of Arthur Anderson and Scott and Mary Ann Anderson regarding the subdivision of their property. I am assuming that they are interested in subdividing for the purpose of building on those three parcels. My question is whether or not those subdivisions will be build -able land. Some of the land in this area is very swampy. I would not favor a subdivision if it meant the need to configure the land, that is filling in the land, for building. A more general concern of mine is that the town should abide by its land use and acreage requirements. Property owners should know when they purchase land what those requirements are and should not have to make requests for variances unless there is some undue hardship. Thank you for considering my comments. Sincerely, c/ Pam Sherwood-Gabrielson 19800 Quinnell Avenue North Scandia, MN 55073 .� ON wu vµ/m ,ur • .mo.x1 rc ,. SURVEY FOR SCOTT ANDERSEN PART OF THE REVISION OF VASA AND PART OF THE NI. I/1 Of SECTION. 30. T. SE N., R. 10 W.. /ASHINCTON COUNTY. MINNESOTA ML B 4- - C NF�sc� Dori Np�q Tp�N © SyiP awt suc[ �•9�-,m Rl or rc.mo .aa .0 a s1 oc,nm sm nuM.w r Io.oa t1Ar ray DEC-05-06 15:06 FROM-WASHINGTON CTY Washington " '�.. - c ounty w Dec 5, 2006 Scott and Mary Anderson 19580 St Croix Tr Marine' On St Croix, MN 55047 651 430 6T30 RECEIVED 5 2006 NEW SCANDIA TOWNSHIP T-592 P 001/001 F-310 2)/ atj Department of Public liealth and Enviornment Lowell Johnson Director Sue Hedlund Deputy Director GEO: 30-.032-19-21-0003 21-0010 22-0002 RE': Preliminary Soil Testing for a Proposed 2 Lot Rearrangement, Section 30 Scandi si Soil testing submitted for proposed parcels A and B has been reviewed. Sails Arc; suitable for an individual sewage treatment system in both areas tested. However. borings 7 and 5 on proposed Marcel A are located less than 20 feet from a delineat,',d wetland. Washington County ISTS regulations require a m.inimwn setback of 75 feet to a delineated wetland. There does Appear to be additional area south of the area tested ant Parcel A that does meet setback requirements. Since mast of Parcel A can be classified as wetland, any proposal for btdlding will require: rarefttl site planning to accommodate a reasonable dwelling, its appurtenances, a primary and reserve sewage treatment area and also meet setback requirements. Sewagi, treatment system permits may be issued for these parcels upon submission of complete: soil testing, specific sewage system designs, accurate site plans and applicable zoning and land use approvals from New Scandia. If you have any questions, please call me at (651) 430-6676. Sincerely, _ Pete Gart2_el Senior Environmental Specialist CC: Cin,1y Weckwerth, Prograin Manager Brc:ixia Eklund, Clerk, New Scandia Grc;i I' Tennis Dale: Hebeisen Government Center - 14949 62nd Street North — P.O. sox 6, Stillwater, Minnesota 55082-OD06 Phone: 651-430-6655 - Fax: 651-430-6730 • TTY: 651-430-6246 www-co,washington.mmus Equal Employment opportunity / Affirmative Actlon