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HomeMy WebLinkAbout2022-09-13 Development Application RECEJ D •,w SFP 137 RECEIVED .4PR 1 4 2022 ty of Oak Park Heights 141.: s; ':. pA Par Heights, MN 55082 •Phone(651)439-4439• Fax(651)439-0574 Development Application Type of Request(s): El Zoning District Amendment — i 0 Home Occupation P± Conditional Use Permit j SCS P Site Plan/Design Guidelines Review 4/00 ❑ Variance:Single Family Residential PUD Amendment —000 ❑ Variance: Other Residential/Commercial ❑ PUD Concept Plan Approval /Industrial ❑ PUD General Plan Approval ❑ Subdivision: Major 0 Street Vacation ❑ Subdivision: Minor a� 0 City Financial Assistance r)0 ❑ Comprehensive Plan Amendmen Base Fee: ) (.V SD A ' ni' ' Escrow Amount: I 000 Street Location(Address)of Property: 58th St.N Legal Description of Property: Oudot A Bracket'3rd Addition This Property Is (Abstract 0 Torrens(Certificate#1 Property Identification Number(PIN,PID): PID#0502920220024 OWNER INFORMATION Name: Robert Brackey Address: Street: 80 Arlington Ave.E City: St.Paul State: xvlN Zip: 55117 Email: d I. M cA P.4144. (.1744t. Telephone: Home: Business:f . j&3Fax: Other: APPLICANT INFORMATION Name: Hampton Companies Address: Street: 1824 Buerkle Rd City: White Bear Lake State: MN Zip: 55110 Email: jeremy@hamptoncos.com Telephone: Home: 651 253-8929 Business: Fax: Other:. Owner/Applicant Initials Ar ro City of Oak Park Heights 14168 Oak Park Blvd N. •Oak Park Heights,MN 55082•Phone(651)439-4439• Fax(651)439-0574 Development Application Page 2 Description of Request(s): Request to build a 8l unit apartment building If a request for planning/zoning action on the subject site or any part thereof has been previously approved,please describe below: GENERAL CONDITIONS Application Review: The undersigned acknowledges that before this request can be considered and/or approved,all required information and fees, including any deposits shall be paid to the City. An incomplete application will be returned to the applicant. The application approval process commences and an application is considered complete when all required information and fees have been submitted appropriately to the City. Professional Fee Responsibility: It is the understanding of the undersigned that all City incurred professional fees and expenses associated with the processing of this request(s)will be promptly paid upon receipt. If payment is not received from the applicant,the property owner acknowledges and agrees to be responsible for the unpaid fee balance either by direct payment or a special assessment against the property. Applicants will be billed on a monthly basis for Planning, Engineering,Legal and Community Development fees as they are accrued. It is understood that interest will be charged on the account at the maximum rate allowed by the Fair Credit Act if it becomes thirty(30) days past due. Failure to pay administrative and processing fees in a timely manner may result in denial of the application. All fees must be paid at the time of the application and shall be paid prior to the issuance of a building permit. The undersigned applicant further acknowledges and consents that all unpaid fees owing the City of Oak Park Heights shall be treated as unpaid utility fees and may be certified for collection as with delinquent utility billings and may be assesses against the subject real property if unpaid by October 31St of each year, ''LXX 58th St.Oak Park Heights,Oudot A Brackeys addition Property Address: Owner Signature: Date: {– Applicant Signature: Date: 1— 3 0 gig l0 ..." - jai at`4 - ' % 'tL' _ -, -few - tv.kejt �+ '41� €- 1 o- � � x Z �+ 's _ ki-Nr.:,litiktigto.aoiffsi.iiii:H d ' U, Q , 1 . mss: :°,-, �; N �-0 �z �� N � � litillikatiliel, ga, rte„ 4} - �� - - �_ ill g � � me '--� � � ru Pail a¢ - 0 to � , !ii.1-'- '1,-':1,,!'-iya,'''.?I.-i!tA-:..,i,CA.'''q-*--7.'-T''-i:'-'---:.::]::: ::E:,-':; ''''%.---; ' e• ' ,. ZO Z q 4 _ �' " :'_ 0 >� l y x , ate s mss,: aE'tfi ', - 1" . a� :ate-Lam .'s� `O4 V:.: - _ ac/ -� � � tll. " - 1411 ' y +s - 4v11 • 4 S � r . Uifi T x -_.� • °+'� d+ _ � ,r. `xg. � -� _ xf 11 y_ ,- .i-1.4,1k. 44 'i ru ,�.. Mitiiiek :a14.110„,itiv,,,F?„44., .:iiitfv,,i4,.to„..villi....10,4 L, _4•,„.,vyo.t,T:4wvt.,45.,t_,;witrtwotmcx ,,.::"t_:.,zt. ,:.ztr. ._, Q- Yt-om O O3 -00-a. - � � ft.� 'is _A "��'A , - '` - . nY& ^: _ r..._,..____:... ..,,it.:,,:. 4,_,-;,,,,._.1...,L1,„5:4,441.1.11.1.1„,,,i1,414.,,i,„,e. . . _ .., _.,,„_..:_:. _,.,„,t„,, „,,. ,473r _ 1 4..ii,,,. t •r Cr .J ..a 5s .-max �O , �` - �z • Hampton Companies has met with the city staff on numerous occasions, and we have addressed the questions and concerns. We held a neighborhood meeting, and we heard the concern of the increased traffic. We did conduct a full traffic study for the area, and we have included the traffic engineers full report which shows we will have a minimal impact on the neighbors traffic concerns Great care has been taken to make the building attractive both as a city and neighborhood friendly addition, utilizing high quality finishes like LP smart siding, architectural shingles and cultured stone accents and wainscoting, an extensive landscape plan. The project will be designed exceeding the "required" landscaping and other basic requirements of code to upgrade the appearance of the building. The project will manage to maintain the required setbacks from the building to lot line front and back. Landscaping is for decorative purposes and can be moved when and if needed but provides a buffer and ornamental screening. As we work thru the grading plan, special attention will be paid to the drainage and excavation plan to assure that the drainage of this site does not disturb the neighborhood. By approving this project,the city is gaining an attractive,tax paying member to the community in an otherwise idle property. The building is a secure building, and the neighbors should appreciate a relatively peaceful co- existence with the new project. We look forward to continuing to work with the City staff, Planning Commission and City Council during the review and approval process for this application. Please contact me with any questions you have on any item as I would be more than happy to discuss it in further detail. Sincerely, Jeremy Larson Executive Vice President Hampton Companies \\\4 4, SSTS S'TRAFFIC SOLUTIONS August 28th, 2022 To: Dan Brown, Hampton Construction Company From: Vernon Swing, PE Re: Traffic Analysis—Oak Park Heights Apartments, Oak Park Heights, MN Per your request, SSTS LLC has conducted a traffic analysis for the proposed Oak Park Heights residential development (referred to as the Proposed Project) in Oak Park Heights, MN. The Proposed Project will develop an 81 unit mid-rise multi-family building on the vacant parcel located on the north side of 58th St N just to the east of the Kowalski's development.The project site will be accessed via two driveways, one that extends the access road located from Neal Ave N to the north of Kowalski's Grocery store,the other a new right in/right out (RIRO) driveway that travels northward into the site from 58th St N. Figure 1,Vicinity Map, depicts the location and Figure 2, Site Plan, illustrates the site layout and access locations. This memorandum documents the existing AM and PM peak hour traffic conditions,forecasts the 2025 traffic conditions without the development,forecasts the trip generation potential for the proposed residential land use and distributes those trips based on travel time forecasts to the local roadway network. Further, results from the traffic operational analysis with and without the Proposed Project are summarized. Existing Conditions The study area for this traffic study was identified in discussions with City staff and includes the following intersections: • Neal Ave N & Kowalski's Northern Access Intersection (Site Access) • Neal Ave N & 58th St N • 58th St N & Kowalski's Delivery Access • 58th St N & Newberry Ave N The existing conditions of the roadways and intersection providing direct access to the Proposed Project were documented and are noted in Table 1. Additionally, Figure 3 shows the existing lane geometry and traffic control at the study intersections. Table 1.Study Roadway Characteristics Roadway Functional Class Typical Section Posted Speed AADT Neal Ave N Local Street 3-Lane Undivided Urban 35 mph 3,500 58th St N Local Street 4-Lane Undivided Urban 40 mph 10,300 Existing Traffic Volumes AM and PM peak hour turning movement counts were conducted at the study area intersections. The following notes the peak hour timeframes: • AM:7:00 AM to 8:00 AM • PM:4:15 PM to 5:15 PM Figure 4 illustrates the existing peak hour traffic volumes. Future Conditions To quantify the impacts of a development on the surrounding roadway system, it is necessary to first forecast and analyze traffic conditions that would be present on the roadway system without the inclusion of the proposed project. For the purposes of this analysis an anticipated construction completion date for the entire Proposed Project is 2024,thus year 2025 was selected for analysis to compare traffic conditions after initial traffic patterns to and from the Proposed Project have become established.To determine the future traffic conditions a review of historical traffic counts based on MnDOT data and a review of the City of Oak Park Heights 2018 Comprehensive Plan indicates that traffic will grow by approximately 0.8 percent per year. To be conservative this analysis assumed a one percent annual growth rate through the 2025 design year. Figure 5 illustrates the No-Build traffic volumes with the growth applied to existing traffic volumes for year 2025. Trip Generation and Distribution As mentioned earlier,the Proposed Project will include 81 mid-rise multi-family residential units. The volume of vehicle trips generated by the Proposed Project has been estimated for the weekday AM and PM peak hours and on a daily basis using the data methodology described in the Institute of Transportation Engineers' Trip Generation Manual1, 11th Edition. ITE's Land Use Code corresponding to mid-rise multi- family residential is 221. Table 2 summarizes the trip generation estimate for the Proposed Project. Table 2-Trip Generation Land Use Daily AM Peak Hour PM Peak Hour Enter Exit Enter Exit Mid-rise multi-family(81 Units) 368 Trips 7 Trips 22 Trips 19 Trips 12 Trips TOTAL 368 Trips 29 Trips 31 Trips As shown in Table 2,the Proposed Project will generate 29 trips (7 entering and 22 exiting) during the morning traffic peak hour,31 trips (19 entering and 12 exiting)during the evening traffic peak hour and 368 daily trips. The new trips have been assigned to the surrounding roadways according to the existing traffic patterns and according to travel time forecasts from Google Maps and Apple Maps for residents of the Proposed Project. In general,ten percent of the site traffic will travel to/from the east,thirty five percent to/from the west and north, and fifty five percent to/from the west and south. Figure 6 illustrates trip assignment. Figure 7 illustrates the 2025 Build conditions by combining No-Build traffic with the trip assignment volumes. Traffic Operations The operating conditions of transportation facilities, such as roadways,traffic signals, roundabouts and stop- controlled intersections, are evaluated based on the relationship of the theoretical capacity of a facility to the actual traffic volume on that facility. Various factors affect capacity including travel speed, roadway geometry,grade, number of travel lanes,and intersection control. The current standards for evaluating capacity and operating conditions are contained in Highway Capacity Manual'. The procedures describe operating conditions in terms of driver delay represented as a Level of Service (LOS). Operations are given 1 Trip Generation Manual, Institute of Transportation Engineers(ITE), 11th Edition 2 Highway Capacity Manual(HCM),Transportation Research Board,6th Edition 2IPage Oak Park Heights Apartments , Oak Park Heights , MN letter designations with "A" representing the best operating conditions and "F" representing the worst. Generally, level of service "D" represents the threshold for acceptable overall intersection operating conditions during a peak hour. The Chart on the following page summarizes the level of service and delay criteria for signalized and unsignalized intersections. Delay(sec) Level of Service Description Unsignalized/ Signalized Roundabout A Primarily free-flow operation. 0-10 0-10 CC* 8 CO; Reasonably unimpeded operation. >10-20 >10-15 Stable operation. The ability to maneuver is C >20-35 >15-25 (1 more restricted than LOS B. \ } , Less stable operation. Small increases in flow D may cause large increases in delay and reduced >35-55 >25-35 (CC (ice speeds. E Unstable operation. Low speeds and >55-80 >35-50 (tF (cs; co_; considerable delay. F 't0 C 3,1 Congested operation. High delay and extensive (c.,0; ICCt (- ; queuing. >80 >50 For side street stop-controlled intersections special emphasis is given to providing an estimate for the level of service of the minor approaches. Traffic operations at an unsignalized intersection with side street stop- control can be described two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approaches, since the mainline does not have to stop. It is common for intersections with higher mainline traffic volumes to experience increased levels of delay and poor level of service on the side streets. A final fundamental component of operational analyses is a study of vehicular queuing, or the line of vehicles waiting to pass through an intersection. An intersection can operate with an acceptable Level of Service, but if queues from the intersection extend back to block entrances to turn lanes or accesses to adjacent land uses, unsafe operating conditions could result. In this report,the Industry Design Standard 95th percentile queue length is used. The 95th Percentile Queue Length refers to that length of vehicle queue that has only a five-percent probability of occurring during an analysis hour. This study has utilized the industry current Synchro/SimTraffic software package (11th Edition)to analyze the 2026 No-Build and Build conditions for the AM and PM peak hours. It is noted,the reported results are from the aggregate of 10 SimTraffic simulations which use a random number generator to seed the network with vehicles. These results reflect dynamic conditions and are more accurate than the results of the static analysis reported by Synchro. Due to the random number generator results can sometimes show slightly better operations on minor movements under higher traffic conditions when the intersections are operating 3IP2ge Oak Park Heights Apartments , Oak Park Heights , MN well.This can be seen when delays and queues noted in the Build Scenario are slightly less than the No-Build or Existing Scenarios. Analysis Results Tables 3 summarizes the results of the operational analysis. Note the 2025 No-Build and Build operations reflect the additional traffic associated with the annual growth rate applied to existing traffic volumes. Additionally,the Build operations include the net new traffic forecast for the Proposed Project. Table 3. Operational Analysis LOS (Delay in sec) plus Vehicle Queuing in Feet Intersection No. 2025 NB AM 2025 NB PM 2025 B AM 2025 B PM 5 (Side Stop) a (1.3) a (1.3) a (1.5) a (1.5) Worst Movement a wbl (6.8) a wbt (6.0) a wbl (6.9) a wbt (6.4) 95th Percentile Q wbtl 39' wbtl 53' wblt 45' wblt 49' 10(Traffic Signal) b(15.4) b(19.8) b(15.6) b (19.8) Worst Movement c nbt (32.4) d sbl (35.9) c nbt (34.7) d sbt (38.6) 95th Percentile Q eblt 211' eblt 329' eblt 222' eblt 329' 15 (Side Stop) a (0.1) a (0.1) a (0.1) a (0.1) Worst Movement a ebl (3.9) a sbl (7.5) a ebl (4.3) a sbl (8.0) 95th Percentile Q ebl 10' sb 7' ebl 10' sb 6' 20 (Side Stop) a (0.3) a (0.4) a (0.1) a (0.4) Worst Movement a nbl (6.9) a nbl (6.1) a nbl (6.9) a nbl (7.5) 95th Percentile Q nb 26' nb 30' nb 32' nb 28' 25 (Side Stop) a (0.3) a (0.3) Worst Movement_ N/A N/A a sbr (2.6) a sbr(1.9) 95th Percentile Q sbr 23' sbr 21' -Level of Service reported from an average delay from 10 SimTraffic simulations for overall intersection and worst movement. -95th percentile queues are a result from an average of 10 SimTraffic simulations and the longest queue per intersection is reported. Intersection Key: 5 Neal Ave N&Kowalski Access 10 Neal Ave N&58th St N 15 58th St N&Kowalski Delivery Access 20 58th St N&Newberry Ave N 25 58th StN&Site Access The results shown in Table 3 indicate the 2025 No-Build operations of the study area intersections are acceptable with LOS B or better for overall operations and LOS D or better for individual travel lane operations,with manageable vehicle queuing. Further,the results in Table 5 indicate the 2025 Build overall operations and travel lane operations of the study area intersections and site access are the same with acceptable LOS B or better for overall operations and LOS D or better for travel lane operations,with manageable vehicle queuing. The addition of site-generated traffic slightly increases delay and queuing but not above unacceptable levels as the existing roadway network has available capacity. It is noted,the delivery access is signed "Do Not Enter"for the site traffic destined to 58th St N, but a small number of vehicles illegally ignore the signage suggesting increased enforcement could be beneficial. Of particular note,the new project will send 2 trips through the Newberry Ave intersection during the PM Peak resulting no change to traffic operations or queuing. Wage Oak Park Heights Apartments , Oak Park Heights , MN Summary and Conclusions The following provides a summary of the study,traffic operations and recommendations: • AM and PM peak hour traffic operations were analyzed for year 2025 conditions without and with the Proposed Project. • The Proposed Project will generate 29 trips (7 entering and 22 exiting)during the morning traffic peak hour, 31 trips (19 entering and 12 exiting) during the evening traffic peak hour and 368 daily trips. • Results of the traffic analysis for year 2025 without the Proposed Project indicate acceptable operations with minimal vehicle delay and back-ups at adjacent intersections. • Results of the traffic analysis for year 2025 with the Proposed Project indicate acceptable operations with minimal vehicle delay and back-ups. No mitigation measures at adjacent intersections and access intersection are recommended. Attachments: Figures 1-7 (Appendices with Traffic Counts and Synchro/Simtraffic Worksheets are available upon request.) Wage Oak Park Heights Apartments, Oak Park Heights , MN .. . _ -., .,.. �. .fir• -•. ,r- <._..., .,.,.__ A . . N - y p i ir r 4. IR .i i b s .,..�.�.,....t._ a 14 .4 ii \ .,. in ,. ;. rv0:4, ` illikti,... „. 1111 -- . 'r 4,--1,—— y ....-'t'-: .14', 4 ' k , `� �.,. a ', - }- - - My •,r • j - • t .. q g - xs 4 3 • Figure 1 - Vicinity Map 6IPage Oak Park Heights Apartments , Oak Park Heights , MN i 7 I ,. . . !, , A .{ . . .„.„,,.„... ,;._..,; „„ , , , , N 1 r, C °'� C 1 n" 3\- (- I I _y. I . _ . - --is a � I � � -- i .� Ii lOfl I f '} - b PS C 1 • -",;<-1 �ND ii:il yy tgg ■ &9 I ai ' sZ fy ��ay ' t i . ' 1 SPI liaw ., L J ° I If Pi 1 1 a I � F I i - 14P—Y f' a D a0, ,f f{i II [ j i . , . i- ', _ .. i= o • i; 1� M , F tt • v — r. ' I - j -j i IR too. g / 4 JT1I !.-7 .--**-- r # __ i! -- 7Il f � Y- gl it .. Figure 2 - Conceptual Site Plan (From Others) 7IPage Oak Park Heights Apartments, Oak Park Heights , MN �. � � r!� a ` t t Q O c5 „It 1/11 irOppil t -' ,,,,,Ar-,,, ,'''" , '''' *!e x- { , :� lid.. ;:.. '°# .. • 'f- , 1 ‘04;) o °19.s..,4 WrN%<190, -,,,,,,_ ... At>4';.• _ 20 • �(�` a� LEGEND A z 4l 1 (o. Lane Geometry N = xxx' Storage Length(Approximate) 11 Traffic Signal Control Side-Street Stop-Control Figure 3 Existing Geometrics 8 � Page Oak Park Heights Apartments , Oak Park Heights , MN - -,7,-m.„...1.4....at.s.*-.,-„s---. ..-, ts\ t k (o)0.." 0/ 7g/7/ /o/a X47/ .- /�/S �► 'S r oa t. aqc ti� ** t — : .. ' . ' 3' s 1 sMr i + .7.' } I • •a kk c¢' -4 • qty .R '' < . yet _so t.r - . st �� �b,_ ��j ,.. i �'. r /it?",K.? 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FQ V /18 5?7�� �T9 r`'�ir J m „..-- c-**.. ` ‘ R.i1`9\ `Q6����a 53 TS a , . 1 4—427(4 ) o B�gra .-A,- /- -,d o ;t j'1 (2) w1 O e cam' o 68th St N Q ^3 ` ry ?IF (532(),1 — `1\ ,l]r ( ) �, 10 ii 4:7,..01 sc........r” ti LEGEND A yam z . f r► Lane Geometry N 3 XX(XX) Peak Hr Traffic Volumes:AM(PM) gTraffic Signal Control ® Side-Street Stop-Control Figure 5 - 2025 No-Build Traffic Volumes 10iPage Oak Park Heights Apartments , Oak Park Heights , i'1 '`.� ,,, ___- ,ii, 1,-.2.,-- - _ , 1,173-1:- .:5•-•': :,,:::::-..--,-::-47';,:::::-'1,:,:t1--,4, z,---Y on'yi �f 15 `.s �C 11100100° ij t 1 j {� II f I.. _ 4_1 (2) k+ .. t 11 t o 1- 56th St N e h / n4 `v 1 I I+ R/� (' iso- Re fp,* .50 N w (7,),, ie., ss) SrNI. ¢ j —i a LEGEND A +1 t 4 Lane Geometry XX(XX) Peak Hr Traffic Volumes:AM(PM) 11 Traffic Signal Control Side-Street Stop-Control Figure 6 - Trip Distribution &Assignment 11 � Page Oak Park Heights Apartments , Oak Park Heights , MN % % ` li _, v (y r : 49}1o._rs, /0 wt'' d2 two /a�sy fie 4 /Y^ ' 4* i� as r.? � , t • `,ham a • _ y n � ‘.74,`”:.:1--:, r . . .; 4—428(455) tiR1r� 1 2 „, �� :t:,:orsoiro: ( ) SBM St N+ ,�+� ^\ �`� \$1 6��S``' (532)240-4 ' (♦ A t.i,,:,,c3:.ie.t:,,\A I To re ti Z 19 ��5 LEGEND -4 T l+ Lane Geometry Zp1 xx(XX) Peak Hr Traffic Volumes:AM(PM) 0 Traffic Signal Control C) Side-Street Stop-Control Figure 7 - 2025 Build Traffic Volumes 12IPage Oak Park Heights Apartments , Oak Park Heights , MN Project Directory Owner Oak Park Heights Apartments : Contractor Architect: Lars Architectural Services, LLC Larry (Lars) Glockzin - Architect 115 River Street Hudson, WI 54016 612/240-7009 lays100@SBCglobal.net La spyz@gmail.com Civil Engineer: CivilSite Group 4931 W 35th St Suite 200 St. Louis Park, MN 55416 763/489-7900 612/615-0060 Structural TBD Mech/Electrical: By others-Design/Build General Notes t. WE PPEPMAINNI TOM BROADER BY SITE COMPACTOR RENEW WNMgnS WRq &RpNGCAxIRPCIOfl. I I. BAFFIN GIAIMG IS REQUIRED.. Y OFA W OR.E.E THE BOE EDGE OF G NFG IS LEBBPVNN? ABOVE THE "COR N.M WORBISE SEE SCNE➢JLFB N, SEE BIRUCNML FOR BEARING MD ANCHORING MOUREMENIB 14. ELECTRICAL CONTMCIM TO COOPgMTE N11X WMER AND PPOWS OFIMUM UIiHONG SCHEME SNOR TO ANYMsrAllAnan 1B YEA YALLdMENSIONS NOFB(C/MER OF MT OISCREFu CIES 1&A POINT WLW6 TO BE DETEFRAHM BYr DR 17 MWNOE WATER RESISTANT GW, BD AT IB. PROVIDE BOTnF WATW 19 CONIRACFOR SH VERHY/ FYISTNG CONDITIONS AND a RESPONSIBLE FOR YFINMIG THE 1 FON OF DOSTONS UIMIEB ANO EAMBEN S SS WE. FWMWA AND ELECTRICAL DESIGN a OMERS 21. WHINACTOR TO VERIFY. ).ENSNONS }2 PFOYIDEILLUMINPTEO FJUT9GN6AT E%IENgq WD16 yi PRO AM aA HRE EXTINGUISHERS AS BIEIXVry ON PUNS tA.MNWUM W000 TO EARTH sFRNWno,, B SE ENTOCONE 'a. LSAR ACTON ..AND CIN BE OPENED FRGS T EMOTE WV0 USE OF No' 2B. JO W S SHP31 SE PLACED No MOREr I S TO M O.c. BOTH DIRECTIONS IN CONCRETE aVB.0 M 7025' ON CENTER FOR M NNY W NLS AND zs TO B'Y D.C. BOTN DIRECTIONS FOR Gn BO wNLS, SOHMS. M.S. ETC. SEP 13 City of Oak Note: All colors to be approved by City LP Lap Siding LP Trun `` r ` •y, ti %0 1 Et EF 'fit �_ 1 I (-NIi1,Frr t - IE:Fui =Ir Aerial VIeNA n.t. s. PROJECT INFORMATION SITE: BUILDING AREA (1ST FLOOR) 31345 GSF 2ND g 3RD- 31239 GSF EA SURFACE PARKING =86 U PARKING 81 =167 �ELLING U TS: TYPE A(1 BED) 18 TYPAJB (28ED) 9 T/PgC(I.BED) 20 TYP D(1=BED OFFICE) 20 TY�G(3 BED) 12 TYP F(2 BED) 2 TOT 81 UNI (136 BEDS) 9 1 INFOTION muxcE BI1ROfFiCSC MECWJa 1F.1.F,,1E INIEAN,MWLL cqE e�E W/MNMIENCMEMS awwAxcvcu;YRunva i,,°r ul�ru�r.,m E4a G3vape leelge nabp-rye N/O:npaiy Si/Iko4,9CWE . R—a�.N®N-TYoa../� ,�N�PF„NIDE M ,D.-D.,B A•T r m urTn. P.nmE:er n arma�.-r am ae. sc.� ia,oan,m-ersl e�+en-u.v3 35MMn Mw^rWJm W ItAVFp: 3 RI.n EKrewr. Y.atrw 3,ru�nbN LPrehnel AenPlare EmM aC®8 UM,h l04 3pNNerM mVS'NUCROurvrt c «"PE ,MoN.EPERECo. 3wHM1NEPED K5.13 M5N RS XOFp'ME Mwu RWHOF CEW ON gp.0.51 RMSMG WYL519.. PMIM1IENISI Ld •M ECEYHYM Em M^CEo mP CCBF , tw2luxq¢wxGS 6 =ys R �CSK T WEBSINOIX!CPM WCNN MOTS¢B SNOF1U �ND 3._ B.1FllPo.C.LE CON 1.—NQIT IKAttM6 E 'I. ML'T 54NOEl-I. SHEETINDEX TI.O TITLE AND CODE REVIEW Civil see Civil ATOhheCm NI A1.0 ARCHITECTURAL SITE PLAN A2.01 OVERALL FLOOR PLANS A2GARAGE FLOOR PLAN Alll FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN A23 TBIRD FLOOR PLAN A3.0 UNIT PLANS A3.1 UNIT PLANS A3.2 A4.0 EXTERIOR ELEVATIONS ASD A5.1 A5.2 ALO BUILDING SECTIONS A6.1 A6.2 A7.0 A8.O SuacNnl SLO S2.0 S3.0 S4.0 55.0 S6.0 S7.0 MNOh8D1001 M DESIGN BUILD Plumbing P DESiGNBUB.D Electrical E DESIGN BUILD C%¢[Ir Syg {Y `gg EtLr3gil�gY �ez311?$1n3� �1 � }pffi3i3 t\ i €�6lyff $ s €=s8 � M+v SHEET - T1.0 GONG WALYJBR. DRNE NO SCALE BV OWNER a5PHLL1CC0MSEiE b Fl xE u�'u'"�o anss5 2 PARKING AREA BITUMINOUS PAVING NO SCILLE iW100]MPR JpNfnRPM'US �?PSEVGK ®NAOL.NM fAMR1E559£ X e a �� — l WWF TEIMGMXG � Ganxuunmt 3 EXPANSION INT NO SCLE iD2E42MIgL AMn?MA15 "d ®ea4x.Nw _ 4 CONTROL JOINT - t''V Y PPNxGtllxd •'bt6'SLOPEDO]NL 5f00Fpi WPU( 5 SIDEWALK EDGE DETAIL NOB E Y b PESTAIE a Nw H SIGN HANDICAP PARWNG SIGN v .N' OMN'SIFiEMX . SETG GfYDE OPFpNCNPENT M. 3IX7NYJg9 WSEiD511FFE1P JNESTOSEYE 614 PP CEPNNTEOWriEEL- C RMBCLAi EACH DESGW DWJUDICGP Pp9glq WT ' HANDICAPSVMBOL SIGNAGE BY OWNER NOR SEE lT'4 qUW W GS F0.9 NIEMiiE PCp110N4 9GW L2 LV INJ'3 6 NO S SIGNAGE NO SCALE Mawrm9 Wa -EE w. n. x. Ecce OakParkHeigbts 58th Street iv LWGflEfNiW W/RIB `.[.P]l6QiLM3'y i I 1O I �i B1OGtLOLNMXNIIN 0... .BSIICX W/FST£AKM {O�5 GPpITG000 _ ®YDL. GflO--- I An�lAinn l.Fnnmm�nF Ci�m 13L0.'%L4WMx W1111 @IISVmGLL4xGllf9}A 0 I NONF.N. � p�S+QoJ NvgV a ezey� ''a C �J SHEET A 1.0 a $5 mJ \ a C _ eo ppz rr� 3r'nrOK Q� S�31 6e�jg3@;€p �gg 3s 336-8" I I I I I I I _ f DE D K DECK DECK DECK DECK DECK ECK D CK5: ggl� A. Ng N § ____ ____ _ _____ _________ _________ ______ ----- 1 r_ --- ____ _ ____ _________ _____�__ _____ _________ n U _ h Li 11 m II cc N I I O I I I I I I � 1 I I U x R o I I I 1 1 I I a I I � a I I " o L J O QQ Q) F II DD — SHEET A2.0 = 6 Unit G - 3 Bedroom = 4 Unit F - 2 Bedroom = 1 Total Units = 28 Building summary: e 2 r A❑ ® © ❑A OD A❑ \ Garage = 31,239 gross sq. ft. (81 parking Stalls) �„ — o ° P_ _ - _ \ 1 st Floor = 31,345 gross sq. ft. �' A F o C ❑G ♦ 2nd Floor = 31,239 gross sq. ft. 3-+ 2 g o `z i'"o:0- `♦ 3rd Floor= 31,239 gross sq. fL PN21 a _,m, Total Apartment Floors = 93,823 gross sq. ft. 2 y r 8 a © C -.._._ _ D ...._ ♦\ Apartments. m © G ♦\ 1 Bedroom Units = 18 a `� 4 u `\ \♦ 1 Bedroom & Office Units = 20 A'w `\ 2Bedroom Units =31 3 Bedroom Units = 12 c u 3rd Floor Plan Total= Apartments _ m \\ 1st Floor Apartments: g§g1�listl�y1 Unit A - 1 Bedroom = 5 Unit B - 2 Bedroom = 3 Unit C - 2 Bedroom = 6 Unit D - 1 Bedroom &Office = 8 ® © o © --- o_ ©s Unit G - 3 Bedroom=4 b ❑ D ©: \\ Total Units = 26 €P�ssa 2nd FloorA Apartments: Unit A - 1 Bedroom = 6 ° �G Unit B - 2 Bedroom = 3 Ica Unit C - 2 Bedroom = 7 Unit D - 1 Bedroom &Office = 6 Unit G - 3 Bedroom = 4 Unit F - 2 Bedroom = 1 Y Total Units = 27 E e 2nd Floor Plan 3rd Floor Apartments: V Unit A - 1 Bedroom = 7 o Unit B - 2 Bedroom = 3 Cd vN © Unit C - 2 Bedroom= 7 z Da Unit D - 1 Bedroom &Office J mal g._ a ® © © o o ---o o ♦ o _m. 0 ` W is �❑G G `� C C. D D o -g D A 1st Floor Plan A C ♦`\ \ I I I I I I I I I V \ ♦ \ G '" I I I — ♦ �— ♦ o _ Garage Floor Plan w 0 ` c� o 1 M ♦ � \ ,J c I I O ♦ ♦ SHEET A2. all = 6 Unit G - 3 Bedroom = 4 Unit F - 2 Bedroom = 1 Total Units = 28 D - 1 Bedroom &Office = 6 Unit G - 3 Bedroom = 4 Unit F - 2 Bedroom =1 Total Units = 28 \ = _8 Building Summary: Garage = 31,239 gross sq. ft. (81 Parking Stalls) 0 1st Floor = 31,345 gross sq. & _mryv � 2nd Floor = 31,239 gross sq. ft. � p v zy�ox 3rd Floor = 31,239 gross sq. ft s > e g p Total Apartment Floors = 93,823 gross sq. ft. e a _ _ _ _ _ _ _ _ _ _ Apartments: 1 Bedroom Units =18 1 Bedroom & Office Units = 20 z j;54E� a 2 Bedroom Units = 31 3 Bedroom Units =12 Total= 8l Apartments 58s¢g`a A YiI FA -1 A '16"1 tat Floor Apartments: Unit A - I Bedroom = 5 Unit B - 2 Bedroom = 3 YWO:OMIFol M �wv,On Unit C - 2 Bedroom = 6 Ini Unit D - 1 Bedroom & Office = 8 fe Unit G - 3 Bedroom = 4 B Il - Il II Total Units = 26 t�ij3 .J 2nd Floor Apartments: S �ddygi� ' Unit A - I Bedroom = 6 pE $ Ca. Unit B - 2 Bedroom = 3 Unit C - 2 Bedroom = 7 Unit D - 1 Bedroom &Office = 6 Unit G 3 Bedroom = 4 - ❑ Unit F - 2 Bedroom =1 U Total Units = 27 3rd Floor Apartments: A h Unit A - I Bedroom = 7 Unit B - 2 Bedroom = 3 Q W o® Unit C - 2 Bedroom = 7 cn y D Unit 'v ® ® d4 m A m x" 77 ai O 0 a C 0 0 a � w, G i a Cd Cd ao o u � stl>.>:T A2.1 D - 1 Bedroom &Office = 6 Unit G - 3 Bedroom = 4 Unit F - 2 Bedroom =1 Total Units = 28 Total Units = 28 Building Summary:IN Vv f Garage = 31,239 gross sq. ft. (81 Parking Stalls) .5i 8 1st Floor = 31,345 gross sq. ft. y a c, 2nd Floor = 31,239 gross sq. ft. a e s g y 3rd Floor = 31,239 gross sq. ft. a ss 2! Total Apartment Floors = 93,823 gross sq. ft. 2 Apartments: <_ 1 Bedroom Units= 18 1 Bedroom & Office Units = 20 ly 3 2 Bedroom Units = 31 �'ii?g [l 3 Bedroom Units = 12 Total = 81 Apartments:: = g3i;#kag §P ;y4)4E1•p 1st Floor Apartments: Y 12 gigi 1111. Unit A - 1 Bedroom = 5 Unit B - 2 Bedroom = 3 €_f z Unit C - 2 Bedroom = 6 = s§S 1 Unit D - 1 Bedroom &Office = 8 Jj Unit G - 3 Bedroom = 4 €a$f8 C ,�.��".�: W wo�® U O Total Units = 26 2nd d€sus Floor Apartments: i .. .w. ®� ® ❑ ®� ®� D W®� w.®`" Unit A - 1 Bedroom = 6 Unit B - 2 Bedroom = 3 :r �7 D Unit C - 2 Bedroom = 7 �a an Unit D - 1 Bedroom &Office = 6 © q o Unit G - 3 Bedroom = 4 :Im' — a � l a � `O Unit F - 2 Bedroom =1 N Total Units = 27 3rd Floor Apartments :Unit CD A - I Bedroom = 7 Unit B - 2 Bedroom = 3 Q Unit C - 2 BedrOOm = 7 JULA IU Unit D - 1 Bedroom &Office = 6 Unit G - 3 Bedroom = 4 b bb Unit F - 2 Bedroom = 1 86 ~ N w x Q. O � N o � � a_ o _1 o w u v N SHEET A2.2 Total Units = 28 l Units = 28 0 jam' pV m C�- 8°eoa 7-i Building Summary: o a N5„y� Garage = 31,239 gross sq. ft. (8 ] Parking Stalls) I at Floor = 31,345 gross sq. R 8 b = o 2nd Floor = 31,239 gross sq. R 3rd Floor = 31,239 gross sq. R n Total Apartment Floors = 93,823 gross sq. ft. Apartments: 1 Bedroom Units= 18 3; l3i5'4 1 Bedroom & Office Units = 20 2 Bedroom Units =31 e•Y§, 3 Bedroom Units= 12r4?a; ;ir@�yy6� if] Total =81 Apartments oil reps Ist Floor Apartments: a Unit A - 1 Bedroom = 5 4 b Unit B - 2 Bedroom = 3 €E£ ® a ® �...n® ® Unit C - 2 Bedroom = 6 Unit D - 1 Bedroom & Office = 8 gga o_i+s Unit G - 3 Bedroom = 4 all as k- M Total Units = 26 ` 2nd Floor Apartments: O s s Unit A - 1 Bedroom = 6 ® Unit B - 2 Bedroom = 3 nb Y Unit C - 2 Bedroom = 7 `h -- F ] Unit D - 1 Bedroom &Office = 6 — Unit G - 3 Bedroom = 4 w CD— a„r. - G Unit F - 2 Bedroom = 1 A Total Units = 27 3rd Floor Apartments: A Unit A - I Bedroom = 7 5 I� f Unit B - 2 Bedroom = 3 .. UD Unit C - 2 Bedroom = 7 Unit D - 1 Bedroom &Office = 6 Unit G - 3 Bedroom = 4 © Unit F - 2 Bedroom = 1 X Tota O a 0 N 140 J 0 G ®� Cd II O O 0 II s~ , M � SHEET A2.3 l Units = 28 Unit A Floor Plan 1 Bedroom 130 sq. ft Z/ KitchenI 4=p o'o Dm � Bedroo #1 Living 13'-2"x 15'4" Unit D Floor Plan 1 Bedroom 836 sq. R Balcony ❑O Bath y - '0 1M #2 11' 0"x 14'-10" O Unit B Floor Plan 2 Bedroom 1,015 sq. fl. Unit F Floor Plan 2 Bedroom 848 sq. A. Bedroom 10'-01, x 12 r—iI Unit C Floor Plan 2 Bedroom 1,015 sq. ft Unit G Floor Plan 3 Bedroom 1,206 sq. ft ao.310 SHEET A3.0 1 6 \\ Kitchen - .aun LinenI. mu �I O �t�, 14'-6Living x 18'-4^ JB Broom#1 '-0" x 12'-0" ^1;] Unit G Floor Plan 3 Bedroom 1,206 sq. ft ao.310 SHEET A3.0 3;4 Rath Kltehena Bath + Closet b N _F o Living ❑ li- 12'-6" edroom #1 t r -o^ x 13'-0'• egrootn #2 Unit CHS Floor Plan Patio 2 Bedroom 1,015 sq. ft. Unit #105: AH Floor Plan I BWroom 930 sq.B Laun�.. - � s'.a• a.0• 00 III���III I. p DminE - I Close a -v 10'4"x Living -2"x 15'4" 0 o a Patio Unit #117: AH Floor Plan I Hedmom 730 sq. ft — I 314 Bath Kitchen -- 0;0 Bath 1 I'sn tZ a� 00 O Lenin - ' L/ \_J Living 12'-6" x 15'2" ffedroom#1legroom #'-0" x 13'-0" - I l' -0"x 14-10' Unit BH Floor Plan 2 Bedroom 1,015 sq. ft Note: Secondary Unit Plans May Not be Used. See Overall Floor Plans 11'-0" x Unit CH Floor Plan Patio 2 Bd . 1,015 sq.R. Unit E Floor Plan 2 Bedroom 1,225 sq. ft w.� om.y w SHEET A3.1 �.d.o.q 0,.......ap o.i U L) 2i — ca�rr*ov�, iz—-------_________________________________________ . IIX0.Km PGWfiE WIi3S a 5 Mm � R0 j SWFED PREFMISHEO PLLM. CpINIFA FOAMULcoREsza axKMIN. FIASNINGNRXSFAIPMSTON.GI>I T.y1f/y WALL conR11CTON W. VENEER ININ CGNCSILL SYSTEM -SEE STPUCi. OONCRBLM,,- CORED CCNL. BLOCK -c Ru MB' S INI BRICNnES EVEGII 25p FT EMIL VPPGR—MER PROVDE VCEPS 0 W-l0C W/FUNRNGND � O.C. r FULL80Rle S i9 EX1EPoD.l GN._W 9�] MING MiMBRµEfLASNNG nr BMCKV COOROINgFC W/CML SEESIRUCF. VFFK GAIN k�K�� �oMFIOMPrIBfSPA INF4TPAIF, 80RRIEfl ABb/E MEMBNJiEFV$MNGANOLNfN-V�IF, LEu_Po RI 5_U2L. di 12R.F.ONGSEESITIXTSFANKFLOGR COIINFER FVSXINGONDNEEPSSPACECKVENEERFATEDE0i.P1ATE LOWGRADE i1DEFTIIMlowII______�oeyTX5Ri1KTFGGRING EGrEHSe�R R INOKOCWIG GEM. OO TO LONC. "K 5 SIDMG TO ROCKFACE CONCRETE BLOCK CgMfC110NIIBONDBEPMSEE5TRUEC TP FLOORSTEM-SEESTPOOI.IIOTpfPIIEOIGIOINS.IIMNWAiERPR'JOFING- IYFCU WPll cONSTRLCIKW CUB FPLsn EMIL cm.BYCARUSIECAAI-GEESTRMT.AFPFOIIHIOVmEFREOR 1"B^APoER 218'@ICOC.WGNN flOR INy RDNp{IWEIIIINGUTATIOYAN REINFPRIORlOM5TM GIVDECANC. MOCK.T.E..DmuUTKK1JUVTSOFRIGIOIN!UI,k BRICKrNEER WRX � WiIF FU3HNG Ai9ALKVENEER T4FK PiRPoFR WIEN WAIEPPRNFiAFE ` J' FOAMULcoREsza axKMIN. 12 R.F. BOND 8 SEESIMCT PRFUSFPLUMFLDEN I SYSTEM -SEE STPUCi. OONCRBLM,,- CORED CCNL. BLOCK -c Ru R 1VOCMTHETFl4LTKINMBUNLI TO NRXINSNAIIONroIE I 11¢PoGIDms Tm .ORIGIB,.NG W/FUNRNGND EIB• WRGYP. 80. GNM WRIER srew'a HICN 1ra:ATEo nwvcoo eELOW sEE PwN EORLDaTKWs MING COOROINgFC W/CML SEESIRUCF. I PHEHNMLFASWNGW/OP k�K�� �oMFIOMPrIBfSPA ASENIIREUTX .GNI IX.W WATERPflDDFMG LEu_Po RI 5_U2L. di 12R.F.ONGSEESITIXTSFANKFLOGR 9 TTYPICo ENIERIORWALL DEAL- 1ST FLOOR LOWGRADE EGrEHSe�R R INOKOCWIG GEM. OO TO LONC. "K 5 SIDMG TO ROCKFACE CONCRETE BLOCK W a IYFCU WPll cONSTRLCIKW CUB FPLsn EMIL 1"B^APoER 218'@ICOC.WGNN flOR INy yBE WE WA11MMERN"r MNLLWA BRICKrNEER WRX � 5. 8 WiIF FU3HNG Ai9ALKVENEER T4FK PiRPoFR ` J' FOAMULcoREsza axKMIN. 12 R.F. BOND 8 SEESIMCT PRFUSFPLUMFLDEN I SYSTEM -SEE STPUCi. OONCRBLM,,- CORED CCNL. BLOCK -c Ru rFKUINSUwnoN TO NRXINSNAIIONroIE I 11¢PoGIDms Tm W/FUNRNGND EIB• WRGYP. 80. GNM TFPE.s ro srew'a HICN 1ra:ATEo nwvcoo eELOW sEE PwN EORLDaTKWs GMDFV E COOROINgFC W/CML SEESIRUCF. FORREW 'OR"I RIG RMINVCPpDE ION .GNI IX.W WATERPflDDFMG W,DMINBCARD 9 TTYPICo ENIERIORWALL DEAL- 1ST FLOOR LOWGRADE Q m 'RO.F SLOPED MRESHOLGTOEXTEIYI OYER CGNC. RLOfX GROUTSO.D L.2A]e• � •ixERMLLB9FN( PFT. I WGGtl BIGtlI�inG CGmmmte l2 ll �1�4iUtUU;:�'sl�=' tititl9�Ely�� C _:R;IiUitUl,�se,� 7051�■■elll ItltPilil= lo STMR FIRE BLOCMNG 11 GARAGE ENIRY SECTION ENTRY VESTIBULE ELEVATION 3 4 N M W1w1NroF5HFAmmG FCRYEMNG YENIFD AIJA, z_p Y] /F—F —Ff up "MFR FMswxDuv WAu ATeUIavO L• NE AM WhS OGNGI wu15 7 BOUARD DEAIL p GABLE BUILDING SECTION RESIDENCE VA.FR.S5ES@.'OC. STNR Sr4F15'. oMF voo�o snoiRu�iN� mP. m. usaE B�NLmNXDNNMIEErM CORRIDOR STAIR I I RESIDENCE CORRIDOR i STAIR Nu—S' RESIDENCE CORRIDOR H I� STAIR W1E NLI S:LOGF ®e yAji '®rL IGNO . $mF I I f3�-U — — — — — — — — — —Ig TYPICALSTAIRNOTES I��GARAGE c .yg F C G B. ULFBWYA�M GN M a PASTRSER real wAu slos TCP AJRO eonoM .fr X. N4LF WALL WI WOGDCYP ouo I.. ..I 12 BURDIJVG SECTION Q5 J� �U a BBs�o� ?yn$7 X as 'eN y qY 4^ JJ yyBl3� 4%$$2y5JIM 9y( 9 pipj L � N g1 y25 3£ d9 Y y.� N O � G N OD x a a o za O m 3 N N FLOOR I£4EL3 F JA Jv.n COuuw � `v m� rLaoR IEVELz �I RwmcauW sEEE EG,DN - EUNAWNSFOR �n FINISH iCGMS •��FA./ £ PND LO BONS a rl FLOCQ IE4FLI WO SEE RIOT ^~ @ll !® b w 1=4 7 31DINSOL o r UIN. --- m SEE mIcT.I. --- T GNNfE IFJEi A nrv.p L SHEET A6-0 7051�■■elll _:::..... ENTRY VESTIBULE ELEVATION 3 4 N M W1w1NroF5HFAmmG FCRYEMNG YENIFD AIJA, z_p Y] /F—F —Ff up "MFR FMswxDuv WAu ATeUIavO L• NE AM WhS OGNGI wu15 7 BOUARD DEAIL p GABLE BUILDING SECTION RESIDENCE VA.FR.S5ES@.'OC. STNR Sr4F15'. oMF voo�o snoiRu�iN� mP. m. usaE B�NLmNXDNNMIEErM CORRIDOR STAIR I I RESIDENCE CORRIDOR i STAIR Nu—S' RESIDENCE CORRIDOR H I� STAIR W1E NLI S:LOGF ®e yAji '®rL IGNO . $mF I I f3�-U — — — — — — — — — —Ig TYPICALSTAIRNOTES I��GARAGE c .yg F C G B. ULFBWYA�M GN M a PASTRSER real wAu slos TCP AJRO eonoM .fr X. N4LF WALL WI WOGDCYP ouo I.. ..I 12 BURDIJVG SECTION Q5 J� �U a BBs�o� ?yn$7 X as 'eN y qY 4^ JJ yyBl3� 4%$$2y5JIM 9y( 9 pipj L � N g1 y25 3£ d9 Y y.� N O � G N OD x a a o za O m 3 N N FLOOR I£4EL3 F JA Jv.n COuuw � `v m� rLaoR IEVELz �I RwmcauW sEEE EG,DN - EUNAWNSFOR �n FINISH iCGMS •��FA./ £ PND LO BONS a rl FLOCQ IE4FLI WO SEE RIOT ^~ @ll !® b w 1=4 7 31DINSOL o r UIN. --- m SEE mIcT.I. --- T GNNfE IFJEi A nrv.p L SHEET A6-0 OAK PARK HEIGHTS APARTMENTS ARCHITECT: REBA ARCHITECTURAL GROUP, INC. IWSTERUNGST GT. PAUL, MN 55119 CONTACT: RUSG ROLA 651-739-708 DEVELOPER/PROPERTY OWNER: HAMPTON COMPANIES 1820 BUERKLE RD WHITE BEAR LAKE, MN 55110 CONTACT: DAN BROWN 651-200d]85 ENGINEER / LANDSCAPE ARCHITECT: CIVIL SITE GROUP 6931 W 35TH STREET SUITE 200 ST LOUIS PARK, MN 55616 CONTACT. ROBBIE L9TTA 952-250-2200 SURVEYOR: CORNERSTONE LAND SURVEYING 1970 NORTHWESTERN AVE. SUM 200 SUITE 2W SnUUNATER, MN CONTACT: OANTHURMES 651-275-0969 GEOTECHNICAL ENGINEER: HAUGO GETOECHNICAL SERVICES 2825 CEDAR AVE SOUTH "PINEAPOUS, MN 55907 CONTACT: PAUL GIONPRIDDO 612-M9,n59 OAK PARK HEIGHTS, MINNESOTA ISSUED FOR: CITY SUBMITTAL AL5%ISIINGURATICNSSHOWNPAE APPRO%IMATE. CONTACT YfJPHEA STATE ONE CIL' (fi51i59-OOOIORBOD252-11E6)FOR IIf&ffY LOCAnoxs. 48NDUR5PMORTO CONSTRUCTION. THE CCMRACiOR SHALL REPN R pt REPUGE NIT UIIUTIES iF W T ARE DAMAGED DURNG CONSI RUCTION AT NO �STTOIHE OWNER ZOOR Know what's below. Call before you dig. RECEIVED SEP 13 2022 SHEET G R O U P a 35N3vx1, 3u§e¢N A lwla3M UN SSe�B wMepoupmm 8138�S W80 ISSOESURMITTAL SUMMARY REV)SIONSUMMARY TITLE SHEET i C0.0 71 " - - -- - LEGAL DESCRIPTION. ♦ al Real o m exerne lu ssagemmr - - nMfiflicalong"Anal L<9aal I - Meaae c.d Then Cemp<MTtle Commi,mem No. 339]8. - - OWRepWnex DOW aV 1 22, 20l _ -_ Ms. NI IMI Ran of0mlse A. BRACKU THIRD ADD1110N. wa3Mnplon County. :', L--.-� EARAMAN ,hlle3 soar Nlae nonnnne OF EAI, 9b[k l of BM BEY 3099011. 30990". / THE. ADOGION eMmMed w¢IeM 1. all on, nor Or eMCRIY IND ADORION. Wahagwn Cason."Malsoa. AREA: r- ....... twfK T_ 0 � /� 1 TOTAL AREA -26x.1435Q.FT., WONG 6.0 ACRf5, MORE OR uss O mw t TITLE NOTES: ♦ 0 As - .. ... ..... ..... .. T1w mNomnvam.ev,mlm eM[<vuoaa aassanon o. d<exemle, LLeaa i I (1 Va. remnadd es,a.s.190ions N DwelopelaG4f ood.OkdRWll 4. also,as W[umen[No.3O990]3. Supplemenrcd by SupElemenYl A9rt<memaode / •••, <"'• '.•••'•••� "••••"•••,• ..... ...... ....... ...... ...... 33978, aaagemroraeOvER cxuMal mmemauran<e eompury Tm<Commllm<nI W. /< ttd MopN ii, 2021: as 9. T. Add <onafle.orfeMm<al<011ranamnd. olelmNW energy, In far al Neem m aSnPal COMMAY. Created In do,mem Pled wM O -+- Ebmler 11. 1118.as Oowmene xo.190161. n / 1 �10, Haas and Mnanrons of Morsels lar eNnM nanamlanon ares. In knor 1 of Noncan Stens Pvv C.laral ss anewd m doaumem ....rfled Onor w.wmw<�a S. 1956,ss assonant No. 251092. _ WS YE6 a¢AEp0. gOr0 11.Te,ma and mndlion30 Mun1u0a1 Sonal Serval 1 FauanImenu, Mhror IN<Iry oI Oal Park xel9M1a. ss«wed 11Al (An"e SENTRE 5uMKr AO., NOT. TO BE SMOMI.3431414. In do[umed filed 5enem6er 23. IRED as D.—al No. M63 / LEGEND ♦ al A aV 1 U. MApoT. e. Nr-0I<bp3d MurnerM afle,inWAral 4.. for 2OWaa[<wRerB lIffidat NO. I© e3 mated lnammeni filetl 9Mll <. 2000,az Orcumpnl No. _ -_ Ms. -_ :', - `A I Fees Y' 3099011. 30990". r- ....... twfK T_ 0 � r O mw 0 As / W<,x I I Mil.Y Va. remnadd es,a.s.190ions N DwelopelaG4f ood.OkdRWll 4. also,as W[umen[No.3O990]3. Supplemenrcd by SupElemenYl A9rt<memaode Qar as ,.yq a_ O -+- w.wmw<�a UNDERGROUND UTILITIES NOTES: OUTLOT A B RAC KY THIRD ADDITION OAK PARK HEIGHTS, MN MP CONTACT: HAMPTON COMPANIES 1820 Buerkle HRd eld ftheBeer651 Lake MN 55110 Mane. 651-200-4365 COUNTY/CITY. WASH COUNTY GITY �F OAK PARK HEIGHTS pg�-a<""*l-.ya a— „Te`, °n;,= SURVEY NOTES: 1w.R <.c:a di_�_�_ w—AM RNe.saaM of E.xRNf'nee�0.Y �i I °�� d—d—d— y <1. BFARINCS ME BA3FDau mORDIxATE55UPWEn eY IMNASxmeTCN ,yay it 0r ryn-4ryj lqa ® gl0.YOG]w NOS Rtf u4 A19M]NII I ��1RNIaR E•45��,�M( w }` w COUNTY SURVEYORS OFFICE. (MADRID) mow / `/,/�.[� 9O 2. UNDEMAWNDM XIES SHOWN YP. GORIER ONE LOCATES AND REVISIONS: u 9 w�_ ai�iw�w� y- Olw— AS-ryILT5fl S PR�VI0Fl BY THE CflY OF DAN BARK HEIGHTS. 1 aN �..�w tee, y 3. THERE MAY SOME UNDERGROUND U11L3rK GAS ELECTRK. ETC. NOT pATF EV6KK1 4 �w�w wcO1fY s�wi--w� _. - SHDKN WLOGTnd, 11 -IS -21 IHITAd-MORE _--J�f °_—� taw—w— acoNTWBuxES AND SNOT EIEVAnONS SIWWN ARE BASED ON A 13-19-z1 TIr1E. CONEIRMYRON OF FIELD MFASUREMDDS AND MN OHR UDAR CON EOUM, J -Z,!: "bPey____ an, ,u61_ 7037-- __________________ eaNZNnI aV 1 U. MApoT. e. Nr-0I<bp3d MurnerM afle,inWAral 4.. for 2OWaa[<wRerB lIffidat NO. I© e3 mated lnammeni filetl 9Mll <. 2000,az Orcumpnl No. _ -_ Ms. -_ :', - `A I Fees Y' 3099011. 30990". r- ....... _. .. ...... ....:: ::.: OHEd. ass. oa mµvu11 Ijy yp .lySaiG / W<,x I I Mil.Y Va. remnadd es,a.s.190ions N DwelopelaG4f ood.OkdRWll 4. also,as W[umen[No.3O990]3. Supplemenrcd by SupElemenYl A9rt<memaode Qar _ ,.yq a_ 61 4 l 6- �a - - - - 59e UNDERGROUND UTILITIES NOTES: _ WS YE6 •/// ' - (An"e SENTRE 5uMKr AO., NOT. TO BE SMOMI.3431414. eoA[aEv ]M meal __... -- _ ' S89.2522"E - Gwvxrcwuvn _ / _--_—. - _ 240.28 ®u. usem<nom, mnlno and anm.9<aa ane..,�on m..e[o,ced Wac . _ _ __ _ _ _ _ _ _ _ _ y I/1- o y/__ 1 nwxm as.x.e• —�- DOU ATTR V/ARMNf THATTHEAiTHOUROUNOMIlDIEDFYTH —�-- _— R /__: ___R ___________ TM®^aan*+ BENCHMARKS -}w � w w a�- ^'may���+ w— ~— ♦ ELEVATONS BASED ON AN ASSUMED VfRTUL DATUM OERNFD POdes FROM LR VRLUfS.WAV➢BB) eels .m. m u Dac. w. eowml -:- _ .13 ITE fleaNMARYS SHONN GEAR eEY. 'I .. S88 -44'51"E i, d on i suers In eaN f - jp n OUTLOT A B RAC KY THIRD ADDITION OAK PARK HEIGHTS, MN MP CONTACT: HAMPTON COMPANIES 1820 Buerkle HRd eld ftheBeer651 Lake MN 55110 Mane. 651-200-4365 COUNTY/CITY. WASH COUNTY GITY �F OAK PARK HEIGHTS pg�-a<""*l-.ya a— „Te`, °n;,= SURVEY NOTES: 1w.R <.c:a di_�_�_ w—AM RNe.saaM of E.xRNf'nee�0.Y �i I °�� d—d—d— y <1. BFARINCS ME BA3FDau mORDIxATE55UPWEn eY IMNASxmeTCN ,yay it 0r ryn-4ryj lqa ® gl0.YOG]w NOS Rtf u4 A19M]NII I ��1RNIaR E•45��,�M( w }` w COUNTY SURVEYORS OFFICE. (MADRID) mow / `/,/�.[� 9O 2. UNDEMAWNDM XIES SHOWN YP. GORIER ONE LOCATES AND REVISIONS: u 9 w�_ ai�iw�w� y- Olw— AS-ryILT5fl S PR�VI0Fl BY THE CflY OF DAN BARK HEIGHTS. 1 aN �..�w tee, y 3. THERE MAY SOME UNDERGROUND U11L3rK GAS ELECTRK. ETC. NOT pATF EV6KK1 4 �w�w wcO1fY s�wi--w� _. - SHDKN WLOGTnd, 11 -IS -21 IHITAd-MORE _--J�f °_—� taw—w— acoNTWBuxES AND SNOT EIEVAnONS SIWWN ARE BASED ON A 13-19-z1 TIr1E. CONEIRMYRON OF FIELD MFASUREMDDS AND MN OHR UDAR CON EOUM, J -Z,!: "bPey____ an, ,u61_ 7037-- __________________ eaNZNnI �w<,wEim auE a+ M. _ -_ Ms. -_ ' R rMa �eA F - rlAEen aaeTue 259 54 h'B9.25'2T'W oa mµvu11 _ 9 ®F45 Qar _ 6- �a - - - - 59e UNDERGROUND UTILITIES NOTES: Ofssov��''e�t - - w d^S MEUMOEALRMATI INFORMATION TROC NAVEBEEN LOCATED EROM FIELD ANOIXCROUNfXNWINLS. THE NO SURVEY ITMHia _ THE COMIORMAD. IMIDEFIRONOR LUAMNIN THE ABANp IN BERACE OnMED. THE WEVED R ARM MUnE51N TNN PREM DTNER M EUN ABANDONED. THE SURVEYOR '" DOU ATTR V/ARMNf THATTHEAiTHOUROUNOMIlDIEDFYTH AM IFARDEREN THE GfIOX IX[YGTEOM1LTIOULx HE AT THE ARE CATED A FRONA HEESCGMANION THEYAREI MNorM S NeedalIRAaY E anDOATON a H KaTto THE RGINFUND AVAIWIE TXOSUAan MAS L red fiflal SIG TXXEr NUMMORG) 21302351. Uf, RLL LOGTETKKET MUM CAUL - ` 3 MEMISLOXIFAoaTfpIf NOT RESIONDTO TEREI MINES Mal R[CFIVO. MRAs OTHER UIIIInES DID MM MESNONO TO THELfflen. DIIEST. PDOIMNPL IRIIRI60f NIUCNWEAM NYWARf Srt�M•` doossw vsaaa, jp n NAY EMST. M�e.Fa.R1IXa. 3 M _ �p ® Gopher State One Call .�. 2z �R=fB4 L�34.22 w. -.29549 p6_16:6.. Bxs-_ __-------------_ 715'DZ 6:2 000 74 eroE'pmo- a mu Y' d 26'1 38 Ipe asol o'sla ♦N .-L B! _ _----- ----------- ------__ O NORTH 0 60 120 rmr%mmm� CERTIFICATION: � ,arvNv�M�4�u vlwm nY.aM a Rb Ntlluwl—��nquandeuxaN Dwfl n--. ase, n -Lasa, llna Mos. 11.. -STI_ PROJECTLOCATION:� ♦xxxx 58TH ST. NORTH PID#0502920220024 CORNERSTONE LAND SURVEYING. INC. EIIEHMI521 PROIER N ND. .1021 BOUNDARY AND TOPOGRAPHIC SURVEY REVISION SUMMARY SITE SURVEY V1.0 25'{! 0 SPL' 71 REMOVALS LEGEND: Uvil V 1 `e m —n¢5 - EX P CONTOUR ELEVATON MEW& 6 R O U P � E _ ^i^^ul^0 •°_•= '6u�^^Y^9y'�MMnun 1 / i 'i TREE PROTECTIM 66m laiv PaMRW SLI6 tiwrblprvup,mm 61RdIS0060 XPr EE REMOVAL- INCLUDING ROOTS AND STUMPS I- OTREES TO BE RFIOCATED P`` O ("nIJJI No.,Rmr.below. r=5va 0811 before You dig. N ujN J - A HiQ y 1 Q O d tz w 06 Lu U.Im 03 DO cd a i" I XEREev CERTIFY TUT T JS PIAµ . I v v \ \5 / i Y` PREPARED BY RM NEMYNOEVNREOT FRxsnx AWTUT$ Duly UGENSWMP ES IX ENGINEER UNDER TXE IA'M OF TIE STATE ttr.'a.., NDEgSRNG BUkOWG50N 51jE ' IEVE NGOftx .REEe..,.yl$TES Y% CIEARANO GRL951TE I, t Si \ 1{ RaG A - iOR MAIN PROTECF?ti (TM F N DIUAGECRO. IVIGAL CO. ��__ _ °.. A 1{ Ohre o5UW3 Wucaxrexn 5881] FORREOUIR OCLEPRA — { X 15� ISSOUFJSUBMITT ew IA.AUJi XD TMT ;� Q x XIX (`-/�'``��Y`V E` h OREMAIN. /� /� K_ ` G \ mEawavDRES. \ quy CT.UPEX RENelEoey mIIIILIIE$ i OIECTNIMISER 21991 4r • i \ 1 U Nvi _w2 LR1' - �� _ \� REVIbION SUMMPRY R S' 80'/G9kd�1 � d REMOVALS PLAN - v C1.0 Y \\sP p REMOVAL NOTES: i. NL air, UM- LOCATIONS SHOWN ME APPROXMNTE,CONTACT -GOPHER STATE ONE CALL' (8514SC OR 800.35TlUS) FOR UTILITY LOCATIONS, 4 HOURS PRIOR TO CONSTRUCTION. THE COWMCTOR SHALL REPAIR OR REPLACE ANYUMMERTMT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWN R 2 SEE STORM WATER MLLUTON PREVENTgN PLAN (SWEEP) PLM FOR CONSIRUCWN STORM WATER MANAGEMENT PLCO. 3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SFPIL SE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. a. REMDVAL OF PRIVATE UTILITIES SMLL BE COORDINATED WITH UTPUTY OMER PRIOR TO CCNSTR11CnON ACTrvmEs. 5. EXISTING PAVEMENTSSHALL BE SAWGR IN LDCATICNS AS GROWN ON THE DRAWINGS OR THE NEAREST JWT FOR PROPOSED PAVEMENT CONNECTIONS. 6. REMOVED MATERVLS BIND. BE DISPOSED OF TO A LEGAL OFFSITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. T. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE COORDINATE WITH PROPOSED PIANS. 8, EXLnNG ONSITE FEATURES NOT NOTED FOR REMOVAL 3HUL BE PROTECTED nMWGHOW THE WMnON OF THE CCNTIUCT. 9. PROPERTY USES SMLL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMBS SHALL INCLUDE STAGING, DEMOLITION AND CLEANUP OPEMTONS AS WELL AS WNSTRUGlI0N 5HPNN ONIHEDMWING3. 10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PI.AN AND PER CITY REQUIREMENTS. 11. DAMAGE BEYOND TIE PROPERTY LM17 CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPNRED IN A MANNERAPPR04ED BY THE ENGINEERILANDSCAPE ARCHITECT OR W ACCORDANCE WITH THE CITY. 12 PROPOSED WORK (BUIMING AND CML)SHAL HOT DISTURB EXISTING UTIIRIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS MD APPROVED BY THE Ott MDR TO CONSTRUCIK)N. I SITES-CURITY MAY BE NECESSARY AND PROWDED IN A MARINER TO PROXBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DIARATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WRHTHECITY. TB, VEHICULAR ACCESS TO ME SIZE SMLL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO MET THROUGHOUT THE DURATION Of ME CONTRACT SHALL GRCULAWN OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTMTIES. 1S AIL TRAFFIC CONTROLS SHALL BE PRONDEDAND ESTABLISHED PER THE REQUIMMEWS OF THE MINNESOTA MNNAL ON UNIFORM TRAFFIC CONTROL DEVICES UVMUTCD)AND THE CITY. THIS SHALL INCLUDE. BUT NOT BE UNITED TO, SIGNAGE. BARRICADES. FLASHERS, AND MUGGERS AS NEEDED. ALL PUBLIC STREETS SHALL RaA NOPEN TO TRAFFIC AT ALL TINES. NO ROM CLOSURES SHALL BE PERMITTED WIn1OUi APPROVAL BY THE DIY. 16. SHORING FOR BUILDING EXCAVAMN MAY BE USED AT THE OISCRETON OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESSWATI E MD THE CITY PRIOR TO CONSTRUCTION ACTMTIES. ti. STAGING, DEMIXIM)N, AND CLEANUP AREAS SHALL BE WIMN THE PROPERTY UMRS AS SHOWN ON THE DRAWINGS AND MV WHINED IN A MARRERM REOUIRED BY THE CITY, 18. HL EMSING SMiRPFFI[IHEGULATORY SIGNAGE TO BE IM/ENTORIEp AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED i0 LCD. iB OILEXISMGMLNYLOCAT*NSSHOYMANEAPPRGXIMATE. CDWACT'GOPHERSTATE ONE CALL7(6514SIa00t011 80Y35b1IN)FORMWYLOCA S,QHOL MMYO OUNSTRUMON. TI1E COWRACTO25HALLREPAB2OR REPLACE MT WMnFS TMT ME DPMAGEO DUN NG CONSTRUCnON AT NO OUST TO THE O W NER EA.H.... 6EYOND DRIPun VAERE PO55®I L---DL-- TREE DRIPLME OR O.,WTS.....'S TREE PROTECTION A. TT. POSTS AND FENONO DEMURE WDTH FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREES DRIP USE OR CONSTRUCTION LIMITS M BROWN ON PUN, PRIOR TO ANY CONSTRUCTION. WHERE POSEMBLE PLACE FENCE 2 BEYOND DEP LINE PLACE TREE PROTECTION SIGN ON POSTS. ONE PER INWDUA- MEE(FACING CONSTRUCTION AUMM, OR OW EVERY IOV LF ALONG A GROVE OR MULTTREE P ROMOMIN AREh TREE PROTECTION NTS CITY OF OAK PARK HEIGHTS REMOVAL NOTES: 1. RESERVEOFORCYYSPECIFICREMOVALNCTES. EROSION CONTROL NOTES: SEE SWEEP ON SHEETS SAID - SWIS Vlisl R o u S. .11W.� SleaAbuY1 . 'Pork MN 11 rvw.mN, erze,soceo VO p \�cp DO z W Z Y as Ca HQr C W O° UDID Z O's IL w a� S � ED N m HERESY CERTIFY THAT THIS PIAN, SPEGFIGTgH, OR REPORT NNS P REPMEO 6Y ME OR UNDER MY DIRECT SVPEANSIOXMp TMi1TMP DULY LIMENSED PROFESSION LENGINEER UNDER TYE CANS OF TIE STATE CF MWIROTA A. RobN wre OSA,ewsE IIWII ro. X913 REVISIONSUMMARY PLAN NOTES 4 a tl I /�\•\� - .tea 1a6 1N R REMOVE Eg6TING TREE i � fa1 —�__ ae \S �.: \ji lIllI e y z :'II • i \\.\. 4L nt] n – 9 <6.1 u6 i� zv f� 93 v s �� I �--51 50 6 a] a8 IJ 1 1 i at <D 69 3B 642 '37 iEqSTIE NG TRE SAND BUL T,SEtoummN E -- � I 7. I � _ I --- -- -- REMOVALS LEGEND: N ----- 1135 - EKt'C OUREI AMNWTER x• •G TR EE PROTEUDN XMM RWWA-MICLUMI RWTS MD STUMPS OTREESTOBERPIWATED RSEPAfA MIT SDTX TXE IAW8 CFTXE ST/.iEOi MINNESOTA ° N N..w r. below. C3llWomyoudig.- V=W 2 M tsuD and i I RSEPAfA MIT SDTX TXE IAW8 CFTXE ST/.iEOi MINNESOTA W = � o 0ML D.. x w� no. YAit =w N � a Q a Y Z R O V P ••.xes.e� Lxe..y.xww.. .s.1. 4 LwY Fe IS ry SLt ammm Sf2it50.60 \ 1' ,XEREsrcEgnFYIxATTIIS Pux, i. M 2 PAUDWMEMgNMR PREPAREOI MEORUNDERMYOIRECT RNOE M WAY sNSMR Z I RSEPAfA MIT SDTX TXE IAW8 CFTXE ST/.iEOi MINNESOTA W = � o 0ML D.. x w� no. YAit =w N � Z w� Q a Y Z a ° M 0 CL� = o Om U Iw- 0 W _ aw J Qm a a o Y G Q O rc 0 \ 1' ,XEREsrcEgnFYIxATTIIS Pux, i. M t PAUDWMEMgNMR PREPAREOI MEORUNDERMYOIRECT RNOE M WAY sNSMR LILENSPMUN ND C I RSEPAfA MIT SDTX TXE IAW8 CFTXE ST/.iEOi MINNESOTA Q \ x 0ML D.. x w� no. YAit R SION SlAV.1NRY -� tE CE.CNilIp1 32 TREE PRESERVATION PLAN P\ C1.2 TREE SURVEY: 1 Y it Site TREE REPLACEMENT NOTES: Gw. Et o u v :. .1,�awP.A�aMNe. GLy NOak Pah MeghhTrte Oefinil®R soee{auasaw 13O)O30CerM., va Lwia Pvh. wa ."E IN sigMfiOnt4ee:Abe9ttM1ytlttauaubee mexunngal kau8mapx Cpp, maAullby uuYlepmp.wm .1.1. mn:lawuo-ee M RID W OR,n Angm Fm slaver; iM vrsmaller slawrearee sperie. MRSW apmmem -.W pe mnsWeree sgmron.314,.,, CM W irm.4 bur wk M bimlm lswamp wThel wk Slid.-h. dbF fm Mg JCMCW or ulvi[eberry. Oetleu.m wftww MeL .,h aswttDnw�W RW,NSrmapk Road W id,Md sgnfiom at a s,,012 i,L ,Ebll wp¢ngrowingwilRna MWphinmmhi,rnwrianarta, anesignH®mala o-ruo120i%haaCWwl Wo%v,jmmhersi EMMWRr.bur D(ftmnusuDaIIiuxK y. anevlalanasbanan EmwovanmbemaaWmW ¢e rwm9reeaalaw:iae. �- 33ozmorree RadammwtRmneemenfa. Nt,��/PS� lar\�� 5. Y. Vit lalbwWab¢peinBCeaebpM aonu-va'trees Argun Ma Wp. i.e.anuR[ryprVee OG Jv hon,aOeXan9lallbemreefom>vefreeswM1Nwill pegaW Urduape5peumemloprAer ( Q� whim¢a116epmcemurluuNerpmpen4swiM'm NP6mmunM Tree redwmemelper 0, A imWe lobemu.reeforinosewwreeewnlmamOY On msmaMamdesvefeaintp Q O` \Gj d¢uekpmem prrceis.MWremem incbesin Nh rivulionwll bemlmlautlhyW nB lwfoul Eame¢rlrsAnalvgnif aop:reeshAroyHan4muaplyvigMis numberbyLM wxCIaM �� - tyyefaamrsaboreaneapo pytpelollovnrGmnditwn lxWrs: Veex Rees rebwleGlomllvareas mmeeeveloysntprocem mayalao bewunaaaswrzof urecanperinrMOlwarlwsLLfao- -� SoxI.roW lem%F ''^^ V! Z TREE REPLACEMENT CALCULATIONS: Z V C = o G 2 = N Z Q X W_ a Z r Q O C xQ OZ L W L Q s0 r O V �_ a Z W 0Q _ aW J LEGEND. Y Q 9GNUICANTTRHS QI SR! % LL = m 9GNIRt TW RB D 3 QDO N AUORERTItMltf VEG 2 a F m Sk3mmAIRTEESSAV® 3 0 TRRS RELOTAT®QB SRE 4 Y J 'u Q 0 TREESURJEVCOMPLF V BT O O PEHDERFORFSiRT CONSULTING ]I23OIAESECROCT. 11lFAEBvcEnnFvnulixls>wa, SPECIFICKDOD OR REPdR VPS NORNH ,:T, m EE9S5 PREPMED av ME OR WDER MY DIRECT sUPFAWSIMMDTPTr AeADNY WK RENDER MCENSED PROFESSRO LENGIEPA UWMT1EI CFTIEeTATEOF 61x'2Er9tl519 MMIESO�Tl RobealA Letle n=. OSh0.23 a 58612 I$$IlE/SIIBMFITAL SWM4RT W DESCNVTON WUKN HY:Mp. EN REMETM1EDWRL PROJECTNWKI: 31991 RIMSIONSUMM4RT WTE oE5CWP1KKa 0 J TREE PRESERVATION � PLAN TABLE KTowwnarabeloW. Call below you dig. C1.3 T� SP&16 CfiH CTINNBON 19fiW SNNfICANG SWNUIWJT ALLOIIEAIIa£! MGNRW3r1Rff5 lIE6 NUMBER TREE 1RfiSIFMOV® RBOOVED YLVm 143.OFAT® 1 Saute whRe 3 GaoE % 1 2 5aace vahae 3 FOOE 15h % 1 3 SalKe whhe d Gone i5h z 1 6 5 ewhRe 3 Good ]SR % 1 s sak[. vJluTe ! coos lilk z 3 6 5 white 2 Gmtl IOR % 3 ] s whRe 2 Gme 101E X 1 9 5 wM1he 3 Gme ]Sh X 1 9 Spucewhhe 3 Gmd ISR X 1 iD Spruce; wM1ae 3 Gme ]9[ X 1 ll SITrIXewhae a Gmd 19t % 1 P Spuce,wnhe 3 Gm0 IQs % 1 ]3 Spm[vinrte 3 time ]Fs % 1 19 Spvse white 3 Cm0 15R % 3 15 Sa.Ee Wnrte ! Gbotl 1Y[ % 3 M Saute vinice 2 CGDE lqs % 3 I) saute Wnrte 2 GDW ]Qs % 3 ]B G .e woos 2 Gmtl SQ[ X 1 A Spvice, wnae x Gmtl IQs % 1 ID Ga1c[rvni[e 2 Gmtl SfX[ % 1 a SaLCP woke x Goof IQs % 1 a s ev,nae z Gmd loft x 1 x3 5 seewnne 3 Gmtl ld[ X 1 M 5 ewnne x GDDtl SDR x 1 E ! Whae 1 Gmtl 5R 4 26 wnae x GOOD IQs x 1 D 5 wM1ae x Gmtl IQs % 1 m s Wnrte z rope 104 x 1 23 5 wM1Re 1 Gme sh d $ ! Whae 2 Gmtl lot % 1 H s whhe 1 Fir SR 2 32 GmEewM[e 2 GEDE SQ[ % 1 H 5 wnae 2 GOOD IQs % 1 39 5 wn%e 1 GOOtl SR 6 $ SalXe wore 2 CtiDE SR X 1 � 5 whae 1 Gmtl SR d $ 5 wIN[e 9 GOpe ]Sh X 1 $ G whae 2 Gm0 10`[ % 1 A S woke 2 Gmtl SQ[ X i @ 9 wnice 1 Gootl Sh n @ S wnice 2 Good 1Q[ % 1 @ 5 whhe 1 Gmd 5h 4 43 s rvnRe z faDa SGt x 1 as slxDte Wnae x GDoe 1m x 1 S Splice wnae 2 Cootl IQ[ x 1 48 5 lse wort[ 1 GOOD sit 4 @ 5 Ice Whae 3 Gmtl 1.1[ X 1 � 5 wnae 3 Good 15R X 1 43 wnae 3 Gmtl ISh X 1 $ wnae 3 Gm0 15rt % 1 51 B wMN 3 Gmtl SY[ % 3 4 wRise 2 GmE IQs X 1 59 s wRhe 2 GDOtl SOt % 3 54 ! wf8te 2 6000 lot % 1 $ $ wtd[e 2 Gmd 1Q[ % 1 $ ! wM1%e 2 Gmtl Sgt % 1 51 ! whae 2 Caotl lqt % 1 $ ! WM1ae 2 Gmtl IQs % 1 9 Splce,whhe 2 Cmtl 1Gt X 1 ® 5 ,wM1@[ 2 Gmtl Sm % 1 6L SaucewM[e 3 Gmtl lQs % 1 Q Salve,wnae 1 GDOtl Bh 4 fi3 Spu:ewnae 3 Cnotl 1Gt % 1 EO Spue.wM1Ra 3 Gmtl SQ[ % 1 N SaLcervM1ae 3 Gmtl 15R % 1 S salxe.wM1ae z Good Bl EtlsalRTr iN9ISTNETOTALNUh9HLOF51GNlflCAWTREESID[ATFDONTNE TOTAl51GNIF1[ANTINQB � SRS, NOTJUSTIN TiE L'ONSIRUCTIONAAEA TOFAl51GNIFKANTIN06 TNISUTNFTOTALNUa6ER Cf SIGNIfl[AMTREFSlH4TWEN REMWEO @ Btlsam Or INRMITOTALMIMBNOF SR REPIACEMEWINCIESN®ED �) 2£3 l3E SITE6TM IOGTONOFA FORNHL TRFF FARM1S iAKINGIN4T BtlsarR Rr Sh 154 CONIFERTOGlC1AAlFA M1gRFDTRFE0.FFSACEb£WFgl1NE CONIFE0.189K) 4BtlsarrkBr SfiE. WEWfPEA&E10 RFIDCAlE43TREF$OFGOOOOWIITYONSIIE, TOTALMiMBER OFCAIIPGl INOffi n5 AUOw1NGUS TO COQlT�XOFTHETOTAl CAs1PERIN[NES OF 4£5 Btlsam Tr TOTRL NUMPERQIN61E5 NEEDS TOTALNUMBEROFCAUPER IM1'CHES NFDlO BE PGaIAO:DON RTe X 186 A{iER gtlDIFIfAT10N5- TIN TR650N SIIF SPrvm,whha 48> E2F4r 5R e 89 Sprvm,wMu Sh 4 $ Eprvu,whhe Sh4 9B Sprvm,wMN 4 91u,whi[e Sh 49xSpuewnh¢ SR3%1 DDO Sfs 4 94 5prvm,wMt¢ 1 Gope R n ss spmm. whim 3 cme v[ 4 9fi Sprvm,wMu 1 GDDe Sh 4 91 sprpc.v.'Rise 1 Gootl 5h d 98 SPNf¢. wnice 2 Gm0 ]DR % 1 93 SPru G,whitx 3 Go00 5R 4 ]W sprvm,wMt¢ 3 GADO Sls 4 101 5prvm,wnit¢ 3 GOOtl SR 4 302 Sprvm.wnh¢ 1 Good Sk 4 103 Sprvm,wni[e 1 GDDtl sit a ]M Sprvm,wnit¢ 2 Gootl ]Oft % 1 105 Sprvm,wni[e 3 GOcd ]qi % 3 106 Spurn, whim 1 GADO 4t 4 30J m whRe M G00tl X 3 ]OB Sprvm, whin 1 GODS SR 4 ]03 sprvm,wNu 2 Go00 10R % 1 ll0 Sprvm,whhe 1 GADO Sh 4 ll1 Spuu,whh¢ 1 Ga00 Sh 4 ]12 Spum,wnRe 2 GADO 1Dh % 1 313 Spum,wniu 2 GODe u%[ % 3 ll4 5pvu.wnim 2 Goptl lOt[ % 3 115 m,whiu 2 GD00 1(IfI % 1 llb Spun whh4 1 Gooe Sh 4 U7 u,whi[¢ 1 Good Sh a ll8 51wn wNRe 1 Fair Sh 2 3U SOmu wMu 2 GOOD ]Olt % 1 120 Spun WRRe 1 G0D0 Sh 9 121 u whhe 1 GODe Sh 4 >u u whlta 2 GOOD 10R % 1 123 SplWa. blue 2 Gootl SOh % 1 V4 Sprvm,wnlu 1 GDOE Eh 9 325 Sprvm,wnim 3 Goo] l0h % 1 a6 Sprvm,whi[a 3 Gape Sh 4 ]3] 5wum,wna¢ 2 Gone l0h % 1 318 m,wnna 1 Gmtl ]Oh % 1 ]29 ¢,white 1 GDoe 5h 4 ]30 leu wnlQ i Good Sh n 131 u,whRrt 1 GDW Sh 4 132 5 u whi[a 2 Gootl 1Dh % 1 333 m,wnh¢ 2 GocO 1M[ % 1 334 Slttvu,wha¢ 2 Good lOh % 1 135 m,whh¢ 1 GDW 1Gh % 1 136 n wNN ll GADO % 3 13> SFrum,whit¢ ll Gmtl X 3 ll8 Sprvm,wNu 8 GDDO X 1 ]39 SpFu[¢, blua ]0 Gar 2 140 &%saT Or 8 GOOD lar x 1 G/ S whhe 2 Gmtl lOt X 1 EB S wM1ae 3 Gmtl SQ[ X 1 1 ® ! woke 1 Gone 5h GOOD % n A S wM1Re 2 Gmtl SQ[ X 3 % R B whte 3 Goof 19[ X 1 Gmtl A s whke x Gma 19[ x 1 Good A wnae 1 Gmtl 1qh X 1 Willavx. blxk 9 J4 woke 2 Gme iQs X 1 149 \Nillaw,blxk h 5 wnae x Gm0 SQc x 1 149 A Smcervhae 2 Gmtl 1R X 1 3 ]! 5 eWM1Re 2 GOOF SQs X 1 3 ]8 Ba su 2 GOotl Sh % 4 A Ba fi 1 Gmtl SR Ftlr % d ® B61sen, Tk 1 Gm0 Sh 21 Fir n Bl EtlsalRTr iN9ISTNETOTALNUh9HLOF51GNlflCAWTREESID[ATFDONTNE TOTAl51GNIF1[ANTINQB � SRS, NOTJUSTIN TiE L'ONSIRUCTIONAAEA TOFAl51GNIFKANTIN06 TNISUTNFTOTALNUa6ER Cf SIGNIfl[AMTREFSlH4TWEN REMWEO @ Btlsam Or INRMITOTALMIMBNOF SR REPIACEMEWINCIESN®ED �) 2£3 l3E SITE6TM IOGTONOFA FORNHL TRFF FARM1S iAKINGIN4T BtlsarR Rr Sh 154 CONIFERTOGlC1AAlFA M1gRFDTRFE0.FFSACEb£WFgl1NE CONIFE0.189K) 4BtlsarrkBr SfiE. WEWfPEA&E10 RFIDCAlE43TREF$OFGOOOOWIITYONSIIE, TOTALMiMBER OFCAIIPGl INOffi n5 AUOw1NGUS TO COQlT�XOFTHETOTAl CAs1PERIN[NES OF 4£5 Btlsam Tr TOTRL NUMPERQIN61E5 NEEDS TOTALNUMBEROFCAUPER IM1'CHES NFDlO BE PGaIAO:DON RTe X 186 A{iER gtlDIFIfAT10N5- TIN TR650N SIIF SPrvm,whha 48> E2F4r 5R e 89 Sprvm,wMu Sh 4 $ Eprvu,whhe Sh4 9B Sprvm,wMN 4 91u,whi[e Sh 49xSpuewnh¢ SR3%1 DDO Sfs 4 94 5prvm,wMt¢ 1 Gope R n ss spmm. whim 3 cme v[ 4 9fi Sprvm,wMu 1 GDDe Sh 4 91 sprpc.v.'Rise 1 Gootl 5h d 98 SPNf¢. wnice 2 Gm0 ]DR % 1 93 SPru G,whitx 3 Go00 5R 4 ]W sprvm,wMt¢ 3 GADO Sls 4 101 5prvm,wnit¢ 3 GOOtl SR 4 302 Sprvm.wnh¢ 1 Good Sk 4 103 Sprvm,wni[e 1 GDDtl sit a ]M Sprvm,wnit¢ 2 Gootl ]Oft % 1 105 Sprvm,wni[e 3 GOcd ]qi % 3 106 Spurn, whim 1 GADO 4t 4 30J m whRe M G00tl X 3 ]OB Sprvm, whin 1 GODS SR 4 ]03 sprvm,wNu 2 Go00 10R % 1 ll0 Sprvm,whhe 1 GADO Sh 4 ll1 Spuu,whh¢ 1 Ga00 Sh 4 ]12 Spum,wnRe 2 GADO 1Dh % 1 313 Spum,wniu 2 GODe u%[ % 3 ll4 5pvu.wnim 2 Goptl lOt[ % 3 115 m,whiu 2 GD00 1(IfI % 1 llb Spun whh4 1 Gooe Sh 4 U7 u,whi[¢ 1 Good Sh a ll8 51wn wNRe 1 Fair Sh 2 3U SOmu wMu 2 GOOD ]Olt % 1 120 Spun WRRe 1 G0D0 Sh 9 121 u whhe 1 GODe Sh 4 >u u whlta 2 GOOD 10R % 1 123 SplWa. blue 2 Gootl SOh % 1 V4 Sprvm,wnlu 1 GDOE Eh 9 325 Sprvm,wnim 3 Goo] l0h % 1 a6 Sprvm,whi[a 3 Gape Sh 4 ]3] 5wum,wna¢ 2 Gone l0h % 1 318 m,wnna 1 Gmtl ]Oh % 1 ]29 ¢,white 1 GDoe 5h 4 ]30 leu wnlQ i Good Sh n 131 u,whRrt 1 GDW Sh 4 132 5 u whi[a 2 Gootl 1Dh % 1 333 m,wnh¢ 2 GocO 1M[ % 1 334 Slttvu,wha¢ 2 Good lOh % 1 135 m,whh¢ 1 GDW 1Gh % 1 136 n wNN ll GADO % 3 13> SFrum,whit¢ ll Gmtl X 3 ll8 Sprvm,wNu 8 GDDO X 1 ]39 SpFu[¢, blua ]0 Gar 2 140 &%saT Or 8 GOOD X 1 141 GXPa Br 8 Good % 1 143 m,wMu B Gmtl % 1 143 Btlsa Er 8 GOOD % 1 144 Salsa fir B Goad % 1 145 B819am.Er ) Gmtl % 1 146 Good 3 34) Willavx. blxk 9 GDoO % 3 149 \Nillaw,blxk B GOpi % 3 149 Asp¢n 11 GODtl X 3 I50 u wMm ]0 Good % 3 151 \Villpw, blxk 9 Fir % B1 3Villvw, black IO Ftlr % 153 Willow,blxk 21 Fir X 154 fepmwmgaxs¢m a Ftlr % 155 Wilipw Eixk ) Fir 156 Wllldv, blad[ ) Fair I iN9ISTNETOTALNUh9HLOF51GNlflCAWTREESID[ATFDONTNE TOTAl51GNIF1[ANTINQB � SRS, NOTJUSTIN TiE L'ONSIRUCTIONAAEA TOFAl51GNIFKANTIN06 TNISUTNFTOTALNUa6ER Cf SIGNIfl[AMTREFSlH4TWEN REMWEO 161 RFhXII'EDON SITE DUFNCONSIRUCTION. INRMITOTALMIMBNOF 1HIS ISTHENLTIBER OFR&IACEIJENT INCF:ES D19El0 BE PEPIACEO REPIACEMEWINCIESN®ED �) ARUIL9NGTHf TEE R61.:cENENi FORtNU. l3E SITE6TM IOGTONOFA FORNHL TRFF FARM1S iAKINGIN4T TOTALINUiES NEEDEOW/ INTOI:ONSIDERATQ4 WEUS®Rff WODgANDTYPEFALTORFOR WOOOUlMT3PEFACTOR. 154 CONIFERTOGlC1AAlFA M1gRFDTRFE0.FFSACEb£WFgl1NE CONIFE0.189K) SfiE. WEWfPEA&E10 RFIDCAlE43TREF$OFGOOOOWIITYONSIIE, TOTALMiMBER OFCAIIPGl INOffi n5 AUOw1NGUS TO COQlT�XOFTHETOTAl CAs1PERIN[NES OF RF10fATFiJON Ss1E A R Ta WIBJL TOTRL NUMPERQIN61E5 NEEDS TOTALNUMBEROFCAUPER IM1'CHES NFDlO BE PGaIAO:DON RTe ID RERFPNCFDAfTE ll8 A{iER gtlDIFIfAT10N5- TIN TR650N SIIF I SITE PLAN LEGEND: C1@9i Site FOR THETYPAOEINFNTPFANS, INCLE)-PROIATIONSADE 610 1 v ijJ G OF WE FATERIA. AND OTHER INECESSUUNE VARIATIONS G R O U P N COMPONENT. ANDD HER ffCES ARY xEy.z wwee. w COMPONENTS. STAVA 1. STAMPEDE PAVERS S, eRI�N.RflnsneASH RRP 2CC ORS. MODELS aLauNP..t ry svte INCLUDE, IN SHOP DRAWIN, 6PATTERN aPRIOR RIE S�i8�5WA ® INCLUDED DRAWING BUBMRiM PRpRTO 1W'+l 0 9tP-0' CONSTRUCTION. PERVWUS PAVEMENT (IF APFLCABE)- CONCRETE 0 PAVERPERVIDUS SYSTEM. INCLUDE ALL WE OI_ MATERIAL AND APPURTENANCES AS SPECIFIED PER M FACTURMSPECIFICATNM'SSINSTRUC'ONS. MANE:BELGARD,OREONNIANT P �O W ..wSb210W. MODELAQUASTONE.OREWNLWT 0211 be(OR you dig. COLOR:T.B.D.- PROVIDE SAAffLES, SHOP DRAWINGS B PRODUCT DATA REQUIRED PRIOR TOCCNSTRULTION. LIGHTDUTYBTNMINOUSPAVEMENT(KMPUCABLEa FSEE GEOTECHNICAL REPORT FOR AGGRE^nBASE O` BW 004JRSEOEPTH,SEEDEATIL G HEAVY DUTY BTNMINOUS PAVEMENT (1 F �— "- APPLICABLE). SEEGEOTECHNICALREPORTFOR AGGREGATE BASE fl WEAR COURSE DEPTH SEE DETAIL CONCRETEPAVEMENTQFAFPUCABIE)PS V/ 'I SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL z REPORT FOR AGGREGATE WE S CONCRETE DEPTHS, BEE DETAIL PROPERN UNE W CO CONSTRUCTION UNITS C = G � CURB AND GUTTERSEE NOTES (T.O.)"IF OUT I N GIRTERWHEREA-PICASLE EPIAN N Z I.L d, W � TRAFFIC DIRECTIONAL ARROW PAVEMEMMARIDNGOQ Q. ZY (IF APPLICABLE) Q O a Q I SIGN AND POSTASSEMBLY OF APPLICABLE), Z C JQ SHOP DRAWINGS REOUIDED. C. 111 HC=ACCESSIBLESIGN �GO NGFIFEIANE ST-STIPr ~O U F L — /I CP=COMPACTCPR PNWNGON'_Y 2 Q Z <* ACCES5BIUTYORDDW BFAPPLICABIE)DONOT W O \\V PAINT. = a �`= Y a J —_— x � Q ULIm N 0- 0 s O o IXEREBYCEATITNATTMSPUN. SPEGFICATWN.MREPORTM LL PREFAREDRYMEORUNDERNYDIRECT n. SUPERNSR.NANOTATIANADLAY LICENSED PROFESSONALENSASSER UNDERTHEUWSOPTXE STATE CF MINESOiA ROWNA We OereOSryq'Q NfS P. E9512 ISSUE5UBMFRALSUMMARY DATE DESCRIPTION r 4 l� %s � gUMGEX RENEV.EDBY. qL PRWSCSTN£CTHLMBE0. 31dSt RENSION SUMMARY DALE DESCPVROH SITE PLAN - NEIGHBORHOOD CONTEXT C2.� GARBAGE IRULKALLESS IN FROM 50TH. OIRTO NEA AVFIKOWAISKM PROKIM I 1 I \ «JIIIIIIIIII.�,, M81 w.83N 69W.SmIeYW S1Lws PVIt MX ES„9 m+Mgwpmm Blt H Z W H Q a Q V) H W S Y Q d Y a 0 I HEREBY LERTFYT THIS PIAN. ..ISATON, OR REPORT WAS PREDAREOHYMEO0. VNOEfl..REST BVEFANSICfi NIOTRA SHORE. 113EHSEDPROFE8810HAL EXpXEFA VNOERINE IAKSOFTXE BTAIEB£ MNNrE80T0. v'v^ L ,E py, xM W. S l RENSION SI%AMART /A1 SITE PLAN - TURNING MOVEMENTS Iwv so aC2.1 7 PEC W.TY PAVEMENT IIF APPLICABLE)- PROVIDE BID OF BASE WTER INA D OON5.IN0.UDE AnONS N OFBAPM4TFAW AHOOTHER NECESSARY COMPOWNTS 1. STAMPED B COLORED CONCRETE VIANER2CONLRETEPAVO tSff®1'=dpff INUUDE,IN SHO, MODELS. SUBMN74PROO GONSTEDWSHW CRAWING SUBMRFPI PRKM TO I coxsTRucnON. ® PERVIOUS PAVEMENT OF APPLM.ABLE)-CONCRETE S ® MATERNLONpMNRTENANCESAs PEIEDPER MANUFACTURER SPECIFICATIONS &INSTRUCTIONS. i I MPI.'E:BEIG OOREOUMU KIwW WMuAfore you LOLORITS.O.AQUASTo�NDESALPIES,SHOP - I Call before you dig. e c , NSTR P I ULi DATA REDUIREOPPoCR TOW i0 WNSTRUCTION. LIGW SEE GEOTECHNCAL REFOR WJMINJOUSPOxi NAGGREGATc WE HEAW DUTY BITUM USPS PAVEMENT OF APPLKL EI SSEEGE 0TECIA'ECALREPORTFOR L -.� AGGREGATE BASE eWE.ARCWRSEDFPIH. SEE DETAIL CONCRETE PAVEMENT (IF APKIDABLE) AS SPECIFIED (PADORWALK)SEEGEOTECIANDAL REPoRIFORAGGREGAlE B4SE8CONCRETERE7E DEPTHS. N LINE AIL PROPERtt LINE _)-c CDNs1RUCTpN MMNS a � n TIP AN R NOTES .D CUi CURB OGUTTE SEE 0 R A _.-- GUTTER WHERE APPl1CABLESEE PLUS li:8 I - A o "� \'� C TRAFFICOIREDn01W.ARRM PAVEMEMMARKINGS I �•_C�� ^ �. C t 1 (IF APw.IcnBL� a SH gN ANGSSIGN AND ANEDUB�DGF PP B E �3O��ti Y HC= ACCESSIBLE SIGN NP NO PARKING FIRE -ANE I `� �6) C UBE6. CP= CI�ACT CAR PANNING ONLY _ .. ; I j / ��.+-.-e...m•a.am.s.r=sus.. � �r.�. r /� ACCESABKRYMROPI BFTPKICFBLEID'ONOT ti -•" � I "�cPS � J 1 VAVt-J' PNM. ."' 11 DRIVEPNIINNCETo 1 i"dW{kRPo GROUNP PARXJ G PRO6E0 1 �LDNsI(�ICTION LIMN L J CONCRETE // `�-•—_ INFILTRATION BASIN CITTSTANDAR05 . I ' BOTTOM I ATON=YII.N MIN. BOTTOMIAMInNG REGION PREA--6I7 SF EGA ELEVANON435.80 ` PGULI>{it 1VP. I c A P MM I CONCRETE STEPS. SEEAREA-200SF lREAn=RUM _SCp- 1 {y SNESLOPE6 V I M.PGRT3a'WFMJGNOF 94NLLE�NISANDMANDM ORGANICCOMPOST \ ERUNDERNEATH - •. L - S D BE _ 1 CI 4 \ ® e ACCESSIBLE FANNIN - P POSEBERMAND \ _ ••.�y 'M G SPACE. MCL Ea SAIxGNAGE, VIRPING,ERGREENS \ 'MATTE %ISPNGfiRe AND, TTFFTY. I � ,I `c GAIFBOAND GRIWNGAREA \ \ PROPOSED WIN PUTARFA 1 p LYPROPOSED \ ]0.0'-y IBJ MCNUMEWsON� • -. \ \ -' O O Q LOLATDII \ 1COMCDRI0EAPRe^1 PERCItY '�STANDARDS TYP- a, .� %IUOFR. TYPD SNEWALK, ttP 1 r A \a \ i � ^ L s 4. CONCRETE STEPS BE -`> 116R CURBANDClJITER, GW\ dq - ONLY .\\__'''''' •.. :• � '( \ Q �\ \ MA1CrnF.xSTINGLURBPNO \ CONC. SIDEWALK ttP. a EAi IXkSEIG :GURER;SYP. MODULAR BLOCK flETAMHG R _ � \� \•. D _ N 6L=0 �9 _V1 ,.2O,GGxG©A :� MATLHEI'J4WIG CLABPND �g `v 7' \ C -o. p LLv a I'll W'.6 A... A. LwkP Mx 1„6 .bAM, — V/ z Z W= N �Gj W O = m Z Q a Wg a ZY Q3 Q o IL in 0 ~ O D U W W K 0s 2 = IL w J NN I� D Q D1 m N O m Y 0 O O SPFEDDY CNRUNDERRTWP6 P0.EPMEO IMANO I ATIAMY W IY WPERWLY .NuEEU FAoFE5=NAI XLEXSF➢PRCFE6510XLLEMiXEER ANA UxOEa INE LAw6A. aiAiEN WXNE60P' �L q OLr€ 16a x o. MMT2 1 RENSIONSIRNAART 1 SITE PLAN C2.21 71 SITE LAYOUT NOTES: 1. au EUSTWGI1LILm La44noNssxoWN ARe PFPROXIMATE CONTACT-GOFHERSTATEOMECALV(651i5i{gFROR BOOM -1 IM) FOR LRIMY LOCATIOM,, 4 HOME PRIOR TO CMS1RVCMX THE C0.YFRACTOR SHALL REPAIR OR REPLACE ANY MURINESTHAT ORE DAMAGED DURING CONSTRUCTION AT NO COST TOTIEOW M 2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGWNMG WNSTRUCTION. INCLUDING BUT NOT LMIMD TO, LOCATIONS OF EMKNG AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTIUIIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF All ELEMENTS FOR ME SM. ANY REVISIONS MMIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER ADJUSTMENTS TOME LAYOUT SHALL M APPROVED BY ME ENGINEEP DSCAPE ARCHOECT PRIOR TO INSTALLAMM OF MATERIALS. STAKE LAYOUT FOR APPRDUAL, 5. ME CONTACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO COMIRUCIIW. INCLUDING A FIGHT -OF -WAY AND STREETOFENINGPUAIIT a. ME CONTRACTOR STALL VERIFY REOOAMENDATONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TOINSTALLPTgN OF SITE MPROVEMEM MATERIALS. 5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUMMING AND STAKE FOR REVIEW AND APPROVAL BY ME OWNERS REPRESENTATIVE PRIOR TO INSTNLATION CG FOOTING MATERIALS. 6. LOCATIONS OF STRUCTURES. ROADWAY PAVEMENTS, CURDS AND GUTTERS, BOLLARDS. AND WAMS ARE APPROXIMATE AND SHALL BE STAKED IN ME FIELD. PRIOR TO INSTALLATION. FOR RENEW AND APPROVAL BY THE MGINEERLAFASCAPE ARCHITECT. 7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB, BUILD NG DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCAMM OF BUILDING IS TO BU ILOING FOUNDATION AND SHALL SE AS SHOWN ON ME DRAWINGS. B. ME CONTACTOR SHAUL SUBMIT SHOP DMWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY ME ENGINEERLANGSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SIZE MPROVEEMENT MATERL SUCH AS, BUT NOT LMIMO TO ME FOLLOWING. FURNISHINGS, PAVEMENTS, WALLS. MIUMGS. BENCHE% FLAGPOLES. LANDING PADS FOR CURD AMPS. AND LGHT AND POLES. ME OWNER RESERVES THE RIGHT TO REI ECT INSTALLED ATERAL$ NOT PRLYgUSLYMPROVED. 9. PEDESTRIAN CUPS RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH ADA REOAREMEMSSEEOETAIL 10. CROSSWALK STRIPING SHALL BE 2P WIDE WNNE PAINTED LINE, SPACED IS ON CENTER PERPENDICULAR TO ME FLOW OF TRAFFIC. WIDTH OF CRMSWALK SNALL BE 5 WIDE. ALL OMER PAVEMENT ARMSET SHALL BE WHTTE IN COLOR UNUSS OMERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 11. SEE SITE PIAN FOR CURB AND GUTTER TYPE TAPER BEIVSEN CURB TYPESSEE DETAIL 12. ALL CURB MR ME MINIMUM 3 UNLESS OMERWISE NOTED. 11 COMRAMMOR SHALL REFER TO FINAL RAT FOR LOT BOUNDARIES, NUMBERS AREAS AND DIMENSIONS PRIOR TO SINE IMPROVEMENTS, IC FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 15. PARKING IS TO BE SET PARALLEL OR PERPENkWLM TO EXISTING BUILDING UNLESS NOTED OTHERWISE 16. ALL PARING LOT PALM STUPPING TO BE WHITE. 4 -WIDE TYP. 12. BITUMINOUS PARING TO BE LIGHT DU UNLESS GTMSMSE NOTED. SEE GETALL SHEETS FOR PAVEMENT SECTIONS. 18. ALL TREES MAT ARE TO REMAIN ME TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT ME GRIP MANE SEE INRDSCAFE DOCUMENTS. 19. ALL METING U MIY LOCATIONS SHOWN PRE APPRO)MATE. CONTACT'GMHER STATE ONE CALL' (651451-0W2 OR 606252-1 166) FOR UTLOY LOCATIONS. U HOURS MOR TO CONSTRUCTION. ME CONTRACTOR SHALL REPAIR OR R6TTACE ANY UM ITES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO ME OWNER CITY OF OAK PARK HEIGHTS SITE SPECIFIC NOTES: 1. RESERVEDFORCm SPEOFICNOTES. OPERATIONAL NOTES: ALL SNOW SHALL BE STORED ONSITE OUTSIDE SNOWREMONAL PARKING LOT, MEN FULL. REMOVAL CO. SHALL REMOVE EXCESS CF -SITE TRASH SHALL BE PIACED IN EXTERIOR TRASH TRASHREMOVP AREA AND REMOVED BY COMMSRCULL CO. DEUVERES SHALL OCCUR AT THE FRONT DELIVERIES: DOOR VIA STANDARD OOMTMEROIAL DELIVERY VEHICLES (UPS, FEDEX, USPS). SITE AREA TABLE SITEARFACAINUTIONS r z COSTING CONDITION P0.0POSEDCONgRON BUIUN6 COVBIAGE OSF 0094 31,2395E ll ALLPAVENIENTS OSP 00% 59,5025E 22.9% ALLNO"AVFMENTS 2 ,VUISF 1000% 1243525F 5:.6% TOTALSHEAREA 281143SF MM 2%MSSF IMS IMPEMIOU55URFAIDE EXI511NGfMUiION OSF O.VX PROPMEOCONNION SO,RSSF 346% OFFEREMEIEXVSPROP. 902865E 34.4% Am R o u usceµswezw s�.LwkPaIKMx sorts enMn.Palw.wm elzcIFAPFA N r z Z Wi y C� O `2 r = N Q � a W � Zr o d rc /Q V! Q m O LU V a Z O W K K J Ul DO Q m m N a. H 0 Y Q o Q BY MEORRUNDER MY VRE PREPARED BY ME OR UNDER MY DIRECT TUT AVFDULY SCENSM?NN ES ML BROSTATE ER LICENSED E -AWB OF UNDER ME IPWSCPTff STAR OF OF MIHXESOTA ROARAL a r[ OSlto/12 -sx xo. 59612 ISSUE/SUBMTRAL SUMMARY REVISION SU\OAARY SITE PLAN C2.31 GRADING PLAN LEGEND: �1VllSlte E a a • ! F : I .� I 1 Y \ LI I -1t35 - F%.1'COMOUREIEVATQY WiFRVPL vJ> mCCMWREL ATNM'INTEMAL G R O V P SPOTORWEEI ATONIGUFTEWLOWLHIE cME ran�e"�6s.MnR,eu• MM1ESSOTMEKWISE NOTED) .p9 W9966bw�AMe4W 891,00 G SPoTGRAOE ELEVATpN GUiIER aro qb'9. 8tE9,SW60 091.WTC /SPOT GRADES AT TOPOFS 091:W 05/15 SPOT GRADE E!£VATN%J ROiTOIA OM OF $iAIR$/fOPOF STAIRS ss , • a :� `" — / 89100 ME SPOTGRMEELEVATION MICH FASTING j ----------di -------- ORPDE BRFN(-HIGH PoINTS T�-1• MRSANDGUTTER(I.O=APOUT) Call Wore reN ale. � _ vsa o 69a z uj ^ _ C a: Lu \\Q ryy�� I FFF�yy/ W yid EL IL Of - -41 I- I 9N �5 GC x C1 d W � � 1 d N Y � 1HPECIFI ExnFVTV.TT11s P4N, }} 'I• _-_ ss.n ie SELIF14iMORREPMM6 PRHIAFD BYMEOR YXOER MVgREtT ptP'I' S gild 6OPERN6NN M DMTUTIMIAOM e I IICENBFDFRCFE...... UNDER T1E utas of 111E STATE OF �\ I I' ��1� Y�� ` I w,E OL1O'}3 ,✓.F>g,n 59612 E ISSL£DB RlpALSIMFWRY EscwPTrox s \ o x 9 . SID' --- -''vim 1•� , 1 y \ 6Y:MO. EX RENFNRNBY:RL %i PR°JEOT M.RRER Rt%1 FUMSICN SLMAAARY M=RIPMN GRADING PLAN C3.0 I GENERAL GRADING NOTES: I. ALLEXISTNG MLIITLCLATIWSSHOWN ARE APPROXIIMTE. GONTAGT"GOPHERSTATE ONE CAIL'(651-0540W2OR 008341166) FORMLItt LOCATIONS, 40NWRSPRIOR TO COMVWCTION. THE OgNTRACTOR SHALL REPAIR OR REPLACE ANY (UILRIES THAT ARE DAM4GED DURING CONSTRUCTION AT NO COST TO THE OW HER. 2. SEESREF FMR MZOMALLAYW &GMEMGMDWONO , 3. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTICN ONCLUOING BUT NOT LWRED TO SITE PREPARATION, SOL CORRECTION,EXCAVATION, EMBANKMENT. ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNERSSIGNS ENGINEER ALL SOL TESTING SHALL BE COMFLETED BY THE OWNERS SOILS ENGINEER THE CONTRACTOR SHALL BE RESPMSSLE FOR COORDINATING NL RECLINES SOL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER 4. GRACING AND EXCAVATION ACTMTIES SHALL BE PERFORMED IN ACCORDANCE WRIT THE NATIGNAL POLLLMIN DISCHARGE EMMION SYSTW(N9 S) PERMR REWIREMEMS& PERMIT REOUIREMFMS OF THE CITY. 5. RLMUMS MM LOCATIONS SHOWI4 ARE APPROXIMATE.CONTACT 'GOPHER STATE ME CAIN' 1651454-0M2 OR ROOMA165)FOR UMRYLOCKTIONS,4& HOURS PWRTC CONSTRUCTION. THECO.NIHACTORS ALLFO PUR OR REPLACE ANY UIIIINES THAT ARE DAMAGED DURING CONSTRUCTION AT W COST TO THE 0 WMR - 6. PROPOSED SPOT WAGES ARE RMIINE FINISHED GRADE ELEVATIONS, MLES40THERMSE NOTED. ). GRACES OF WALKS SHALL BE INSTALLED WITH 5% MAY LONGLNDINAL SLOPE AND 1% WIN. AAO'196 M4X GROSS SLOPE, UNLESS OTHER W ISE NOTED. 6. PROPOSED ROPES SHALL NOT EXCEED 3:I UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINEDAREASMAI 9, PROPOSED RETAINING WALLS, FREESTANDING WALS, OR COMBINATION OF WALL TYPES GREATER THAN f IN HEIGHT SHALL DE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER DESIGN DRAWINGS SHALL BE SUBMITTED FOR RENEW AM APPROVAL PRIOR TO CONSTRUCTION. 10. THE COITRAGTOR SHALL BE RESPONSIBLE FOR MMNTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRAVES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL REND CHECK OF RNISHED GRACES ACCEPTABLE TO TH E ENGMEERhN4O5CAPE ARCHITECT PRIOR TO TOPSOE AND SODDING ACITYTLM ll. IF EXCESS OR SHORTAGE OF WIL NATERIAL EXISTS, THE OMUtACTOR SHALL TRANSPORT ALL EXCESS SOX INTERNAL OFF THE SINE TO AN AREA RLECTED BY THE CONTRACTOR OR WPORT SUITABLE MATERM TO THE SUE. Q. EXCAVATE TOPES FRXI AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKMIE IN AREAS DESIGNATED ON THE SRE THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPMAMNG ON THE SITE AS SPECIFIED. EXCESS TOPSOR SHALL BE RACED IN EMSANKNENT AREAS, OUTSIDE OF BLALDWG PADS, RDADWAYS AND PARKING AREAS. THE CDNTMCTOR SHALL SUBCUT CUT AREAS. WHERE TARP IS TO DE ESTABLISHED. TO A DEPTH Of 6INCHES. RESAREAD TOFSORL IN AREAS WHERE NRF IS TO BE ESTABLISHED TOA MIN&UM DEPTH OF 6INCHES. 13, FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRACE AREAS WITHIN LINKS OF GRADING, INCLUDING ADJACENT TRANSRION AREAS %EONS: A SMOOTH FINISHED SURFACE WRHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES SETIYBM PONTIS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN WON POINTS AND EXISTING GRACES. AREAS THAT HAVE BEEN FINISH CRADLE) SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPER4TON8, TRAFFIC AND EROSION. REPAIR AU AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR MOOED BY WATER OR HAS SETTLED BELOW THE CORRECT MASS. ALL MEAS DISTURBED BY THE CONTRACTORS OPERATIONS SHALL DE RESTORED TO EOVAL OR BETTER THAN ORIGINAL CONDITION OR TO THE PEW IREMENTS OF THE NEW WORM 14, PRIORTOFIACEMENTOFTHEAGGREGATEBASE, ATESTRO.LOUBEREWREDONTHESTNEETMDKK PMYMNGMEA SUBGRADE. THE CONTRACTOR SHALL PROVIDE ALOADED TANDENI ME TRLKK WRH AMOM WEKGM OF 25 TONS THE TEST R W UNG SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED I N AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOLS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE VILEST OR PARKING MFA ARE UNSTABLE CORRECTION OF THE MESSAGE SORG SHALL BE CCMPLEMD IN ACCORDANCE WITH THE REWIREMENTS OF THE BOLLS ENGWEER NO MST ROLL SHALL OCCUR YMWN 1D OF ANY UNOMGROMO STORM RETEMIOWCETMTION SYSTENS 5 TOLERANCES 151. THE WILDING BLOOMS FINISHED SURFACE EEVATK3N SHALL NOT VARY BY MORE THAN 0.3D FOOT MOVE, OR OX FOOT SFMAW. THE PRESCRIBED ELEVATICN AT ANY POINT WTff RE MEASUREMENT IS FMCS 152 THE STREET OR PARKING AREA SOMME FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 005 FOOT ABOYE OR 010 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 153. AREAS WHICH ARE TO RECEIVE TOPSOX SHALL BE GRADED TO WHIN 0.30 FOOT ABOVE OR BELOW THE RECURRED ELEVATION, N&MS DIRECTED OTHEFM EBY THE ENGINEER 154. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS W INCH OF THE SPECIFRD THICKNESS. COUNTENANCE 16.1. THE CONTRACTOR SRLLL PROTECT NEWLY GRADED MEAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TBASHANDDEBML 162 CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES M SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCE& DURING THE CONSTRUCTION, IF REQUIRED, AND WING THE WARRANTY P(MOD. ERWED AREAS WHERE TURF IS TO BE ESTABLISHED SHANL BE RESEEDED AND MULCHED. 163. MERE COMPLETED COMPACTED MEAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS ORADYERSE WEATHER CONTRACTOR SHALL SCARIFY, SURFACE RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHERCUNSTRUCTKW. FI N OF OAK PARK HEIGHTS GRADING NOTRESERVEDFOR GUYSPECIFICGRADIxG NDTES. GROUNDWATER INFORMATION: PER GEOTECHNICAL REPORT BY HAUGO DEMONIACAL SERNCES.LLd. DATED OB -07.2021 GRDNI)WATERWASNOTOBSERVED. EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SAH.0-SMS 1N oL-vE� AIN ssf16 oNkaeg:emmm L.I. 71 REVISIONSUMMARY GRADING PLAN NOTES C3.1 o � ) I I i a x 1 -1-5 @ i 1 2- Ou _ U � `\ I 30 LF 12' HDPE @200% " / 4r STMH 2, 1 _ 18 LF� HDPE RE=9N BO �/ TRENCH DRAINS IE 21.93125' RE=933.6193393 I I_(W tt�=9N:25' / IE=93176 IE (IN, 61=92600 / 13vwwcsd235®'. 12- 01 IE -931 SO CBMHO ... -. gE.93470 150 6A,W ❑�I�I��Tp]''I� UMP=82].50 P I CB 3 I I LI11 IIIFILTRAnON sl RE -935.1080 -ll A PE GMP �111 =921.50 I ILII II A]M�� NTINCL. 4'SIC SVAP92]50 EN LF X1.00% I W $MINE COVER / C I 12 HDPE , o `' • TI I I I I}'I I '. BAS TOPSTOF/FILTER Al AI A TO SAND B OVER�3\ C3.50 ti a§0% I�--.— Y - G'r TOPL-92B.. DRAINTIE .00 is NTII II II WP S, / AI ? DRAINIILESANO BASE IE=9 .00 ✓� I F ' � �II' '� I I III / /- il i 'az MEC SO T1B IE933.60 "LB COMBINED R SENLE TOS' ROM LOING, ORD. W/ ECH'L a 'k, J04v C e9 UTILITY LEGEND: CATCH BASIN A�a MANXDLE \ N GATE VALVE AND VALVE BOX �\ PROPOSED HIRE HYDRANT WATER MAN SWRARYSEWER STORMSEWER FESANDRIPRAD © a FSi. WheBabeIOW. I -BW CBII before you dig. 1$® l) - - 112— zz. ._ r 1 1 � )lam r 459 LF RL HDPE QSvOP/E' � \ IF :• _ 35.20. f OL69 -3e" b BgIAxAER $TRULTURE CULPA T FOLdNGGRATE R693400 � IEME) 82659 i TrONS $IO'ION Lens IE SN 6) 93R0G- ABOVEGROUND FILTRATION BASIN n 1 BOTTOMELEVAMON-932.00 ��t.1 OVTLETELEVAnON=BU.00 'I iA DRAIII IE=93000 I � I J' 6"Dm"LE@0.00% �SOaJ' Li (4) D.T. CIEANOUT6 C 911 ® RE 939 IE 933 N L INSTALL MANHOLE AT FORGEIdpiN \ ) \ MP 29 FF,SdO CONNECnOIJ TO EXI$nNG V DIP INSTALL PRESERVEjt / $DNI IE= 0 ) SANITARY MAI N. FIELD VERIFY MAIN \ 1 RE= t l LOCATION.INVBRT.ANb CONDInON \ / II UTILRYSRESMATERI > ISI6'GRA SEw£R)-8 .OD i t`EN.IE=93946 (ASSUME 0." LOVERIF'Y) --=L4nON.ANDCONNECTIONSTOSE v ' IE (2 FORC IN)= \-�+" MH,RE B6]OOt RIFIFDBYA COO D. FI LOESIGN, r'�OtARpINFI w1TH CRY BOR REQUIRES AND CODS' PRIO INCL dNG I.MPING SYS M, CO.NSn:ucnGY. . R PEFIIG ,CO OLS ,PANI ANO IA 94 STR CN b VdTH ' [ T 160 LFB PF1 1 ME L ENGINEER 316 LF 2'now �FORCEMAIN B;CONBIS\ FINAL SIM ODER.\� \ y - ' - COORDINAMD \ \� -8b"� _ ��DTFSTAM O \ CivilS1te G R O U P )M Egi.xAN' Se^9^9' Lm.up MdSaeu. AL.Pvk . MN 55.x811 mN.P..P.wm ".I'. U) z Z w � o I N N�N IL Z � � Wa. Q a Z Y Q o a� !n g O V ¢ Z W �z _ 1- ° w J U = W Q m m N a o QO O o HEREBVGEAIITOSRENOABPUN. SAIRDIN E ORF.IINWIA N U MY 6EPME0 IO AN0 1 IDAY UPERNSoOFES UT1E.MV LUNDM DPROFE9 I ENOIFIW uxpERTMEFV Of ThE OF 6TFIEOF MNNESOyTnA� w010 022 LN. ro. 69612 REVISION SUMMARY M1E pESGRWllg1 UTILITY PLAN C4.01 GENERAL UTILITY NOTES: I. AJL STINOUTILm LOLMMSHMNAREAPPROAI TE. GOMACT GOPHER STATE ONE CAW (65145b 2 O O 25&1155)FORUNIJIYLCCATMS,MMUn PR TO CONSTFUXYDOM THECONTPACTORSHALLREPAIRORRERACE ANYUMIMSIINTAREDAMAGFDDUMNGCONSTRLGTIONATW WSTTOTHEOMM 2. SEE WE RAN FOR HORMONTAL DIMENSIONS AND LAYOUT. 3. OMTRACTOR SHPIL R&D VERIFY LOCATION AND ELEVATION OF EASTING UTI -VIES AND TOFOGNPPHIC FEATURES PRIOR TO CONSTRUCTIGN. THE CONTRACTOR SHALL NBAED ATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE RAMS. 9. UTILITY INSTALUTION SHALL CONFORM TO THE CURRENT EDIMN OF STANDARD SPECIFICATIONS FOR WATER MAN AND SERVICE LINE NSTPllATIQ4' AND WITARY SEWER ALAI STORM SEWER INSTAULVRON' PS PREPARED BY THE Cm ENGINEERS ASSOCNT10N OF MINNESOTA(CEAM). MD SHALL CONFORM WITH THE REQUIREMENTS OF THE Cm AND THE PROJECT SPECIFICATIONS, 5. MTINGS SH>ll BE SALVAGED FROM STRUCTURE REMOVALS AND RELSED OR PLACED AT THE DIRECTION OF THE OWNER 6. ALLWATER PIPE SHALL BE CUSS 52 QUCTILE IRON PIPE (DIP)AWWA CIS. ASME BNA, AWWA CLIO. AMA C153 UNLESS OTHERME NOTED. T ALL, SANITARY SEWER SHALL BE SDR 26 POLWINYL CHLORIDE IWC)ABTM OXU I F620, OR SCH AD ASTM 317115, 3665, ASTM FM. 1066) UNLESS OTHERWISE NOTED. e. ALL STORM SEWER PIPE SH BE HOPE ASTM U14 B F23DI WNH ASTM D3212 SPEC FMTINGS UNLESS OTHERWISE NOTED. 9 PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED EIA SECTION, 10. MLRIESONTHEPPNAREBHOWNTCMW INSOFTH WLMGFWPWNT. THECCNTRACTORISULTIMATELY RESPONSIBLE FORTIS FINAL CONNECTION TO BUILDING LINES COORDINATE WDH ARCHITECTURAL AND MECHANICAL PLANS. 11. CATCH BASBS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED GW FEET. ALL GTCH BASINS IN GUFIERS SHALL BE SUPPED 0.15 FEET PER DUALS. RW ELEVATIONS SHOWN W THIS POOH DO NOT REFLECT BUMPED ELEVATIONS. 12 ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BAIX OF CURB UNLESS OTHERWISE NOTED. 13, HYDRANT TYPE.VALVE. AND CONNECTION SHALL BE IN ACCORDANCE WRH Cm REOUIREMEMS. HYDRANT EXTENSIONS ME INCIDENTAL 14L AWN3MWIOFBFEETUWC RMREOUIREDOJERNLWAME N, UNLESSOTHERMSENOIED. MRADEPTHMAYBE REWIRED TO MAINTAIN MINIMUM OF IB' VERTICAL SEPARATION TO SANITARY GR STOW SEWER UNFS. FSTRA DEPTH WATERMNN S INCIDENTAL IS AMINIM.WOFI8NCHE60FVERTIO SEPMO`ONMO IOFEETOFHGL20NTPLSEPARATIDNISNEWINEDFORNL UNITIES, UNLESS OTHERWISE NOTED, IB ALL CONNECTIONS TO EASTING MLRIE55HALL BE IN AOCORDMCE WITH Cm STANOMDS ANDCWRDINATEO WITH THE CRYPROATOCONSTRUCTION, 17. CONNECTIONSTOMSTINGSMUCNRESSN MCOREARILLED. 18, CWMINATELO TgN5AlA SOFSERVICEWNNECPONSWITHTIEMECWWICALOMMNGS IA COGROINATE NSTAUATION AND SCHEODUNG OF THE INSTALLATION OF UTILITIES WIN ADJACENT CONTRACTORS AND Gtt STAFF. 20 ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE RMUIREMENTS OF THE Cm. ALL PAVEMENT CONNECTIONS SHALL BE SANOUT. ALL TRAFFIC WHTROS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MW UAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTW) AND THE Cm. THIS SHALL W UDE BUT NOT BE LUXTED TO SIGNAGE,BARRICADES, FLASHERS, AND FIAGGERS AS NEEDED. ALL PUBLIC STREETS SHAH RE OPEN TO TRAFFIC AT ALL TIMES, NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APRLOVAL BY TXEGtt. 21. ALL STWCNigS,PUBLICANO PRNATE.SHALL BEADASTEDTO PROPOSEOGRMES WHERE REWIRED.THE REOIJIREMENBOFALLOWNERS MWTBE WMRIEDWIN, STRUCTURES BEING RESETTOPAVEDAREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 22. CaRRAUiOR SHALLLWRgIJATEALL WORE WITX MAX UFUTYCOMPANIES. 23. CONTRACTOR SHALL COORDINATE CONNECTION OF WROATION SERVICE TO UTUTES. COORDINATE THE INSTALLATION OF IRPGATION SLEEVES NECESSITY AS TO NOT WPACT INSTALLATION OF MANES. 24. f.WTRACTOR SHALL MAINTAIN ASSUILT PLANS THROUGHOUT USISTRUCTION AND SUBMIT THESE PLAYS TO ENGWEER UPONCOMRLETW OF WORK 25. ALL JOINTS AND WNNEOMS IN STORM SEWER SYSTEM SHALL RE GASTIGHT OR WATERTIGHT. APPROVED REMUENT RUBBER JOINTS MUST BE USED TO LINE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBABINS, OR OTHER STRUCTURES. 26 All PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN IO FEET OF THE BUILDING OR WATER BERMS ME MUST BE TESTED IN ASCORDANCE WITH MN RULES. CHAPTER ATMA, SECTION 11035. 27. FOR AU. SIDES LOCATED IN CLAY S011. AREAS, OWN ME MUST BE INSTALLED AT ALL LOW PONT CATCH BASINS 25'W EAG( DIED" M BE PLAN AND DETAIL INSTALL LOW POINT NOON TILE PER PIANS AND GEOTEGHNIW.REPORT RECOAINENMTIGaS PNO RE(NAREMFNI S. CITY OF OAK PARK HEIGHTS UTILITY NOTES: 1. RESEiLED FOflLm SPECIFO arum NOTES. n93�W35tli8Yeet8We3t0 St lwie PvAMN 33e�e eelkF^VUP.wm Bit N F- z Z V 2 0 ` C7 r = N Z W Q o as aag fn o 2 Om = o U I - t7 z W = 06 = a ~ C J NYN a�a = LU 11. GO DO a ry a o m Y 0 a O O REMSLONSIJMMARY UTILITY PLAN NOTES C4.11 YRAJNUSCORNERS 1:30ATTERSLOPEGI 3Y'H' L "' �L FINI6HEG GRADE 7N'EAR0OURSE(MNDOT2380-SPW£AN[B) NOTE. TA GOAT(MNDOTM57) SECTCNISFOR YBASEGOURSE(MN0072361-SPNNIBMS) BIDDING PURPOSES WCLASS5AGGREGATE ONLY.REFERTO SUNWE(MNDCT3138) GEOTECH FOR FINAL _ WNOTSH ON% PAVEMENT COMPACTEDSUBGFPDE(iW%OFSTANDARD SECTRIN. I PRCCTORMWMUMDRYDENSm HEAVY DUTY BITUMINOUS PAVEMENT NTS LIGHT DUTY BITUMINOUS PAVEMENT YRAJNUSCORNERS 1:30ATTERSLOPEGI 3Y'H' L "' �L FINI6HEG GRADE I.5' WEAR OWRSE (ANIOOT2SW-SPN4ANO N NOTESNOTESI. TAGKO0ATNN,DOT233]) NOTE: SECTION E FOR YBABECWRSE (MNWT23W -BPNWB.'13(B) BIDOINGPURPOSESV CUSS 5 AGGREGATE ONLY. REFERTO SUBB-0SE(MNDOT 3139) GEOTEGI FOR WNOTSH ON% FINAL PAVEMENT SECTION. IF I 1 II 1 1 WMPACTEDSUBGRAOE(IW%OFSTMDARD ..DMVFI IN+WNFRWRx XlYEm1DYE PR W TOR MAYJMNM DRY MN50Y) LIGHT DUTY BITUMINOUS PAVEMENT 2 NTS ANDBLDOONGDETAILS BXOWN TWBSTMOMOGETPR. YRAJNUSCORNERS 1:30ATTERSLOPEGI 3Y'H' L "' �L FINI6HEG GRADE NOTESNOTESI. CONCgETETHRUSTBLDCpNGTOSEMUREOA WTUNDLSTURBEDEMTR. 7.R... 2.d3. WNOTSH ON% 2. WE DEPTH DEPENDANT UPON .KWIREDBEARbJGATFITIINGSHPIIBEASINDICATEDASOVE,ADJUSTEOIF NECESSARY,TOCONFORMTOTHEMUPREESURE(S)MOALLOWA UWKBEARINGSMESM). SOIL CONDITIONS ..DMVFI IN+WNFRWRx XlYEm1DYE A. BEMINGMEMMDSPECNLKM.gNGMTgLLSSHO'MIONPIANSTPREPKMMNCEOVERBEARNGMEAB go CIPSSVAOGREG4TE SUB-DESEE FIRE HYDRANT ANDBLDOONGDETAILS BXOWN TWBSTMOMOGETPR. BITUMINOUS PAVEMFNTDETAY(5'MIN.) 7 S. ABOVE BEARING AREAS WED ONTESi PRESSURE OF I50 PSI. AND AN AILWJA3LE SOIL BEARING STRESS OF NTS 2WOPWNOSPERSOWREFOOT. TOWMPUMBEARINGAREMFORDIFFERMTMSTPgEMS SAlm Sp. B-612 CONCRETE CURB AND GUTTER BENUxGSigESSES.USETHEFOLLONINGEOUAIbN:BEMNGARFA=(TEST PRESSUREJf50)%(iWSOLBEANNG 3 STRESS)%(TABIEVALUE). N T S THRUST BLOCK SLOPEGUTTER3MTT I� 1—tP-I NTS NOTES: I. INSTALL CONSTRUCTION JOINTS AT 10'NY OC. H- FILTRATION - SANDY SOILS - LINER RIBBON WRSORCURBCUT.SEE SITE PND GRADING PUNSEIDE SLOPE T REAMENTS. SEE GRADING OR LANDSCAPE PLANS GRASS PRE-TREATMENT Sl RIP OR PRETRUTMENi STRUCTURE. EEE BEE GRADDG PIAN f00. DEATHUIEITYANDLANDBCPPE PIANS , _r__.SEEUNDSCAPEPUN 3H:Il MAi Y i f _z.x KIC,`ll� RIBBON CURB - ---""s 4 NTS UNDISTURBED, UNOOAPAGTED INSTN SOLI F�w�a FeEniaE�a wrix *aDEDcanRDJDFn sLDETUPeP.) TwD wmar�mr uDxreRaa FeAMIPEreE.wlcwwro EmN.roawrix rauFC NmrrwEsuoom TiURH1IDED6E FlW6HE0 DE i'CtiWtTEumEc6lFn 6RAESSA0.WEGATE315E 1 fAKPLiiD3VBGIVDE XVR�: ALAI I]XiYW SFLFR�bIED4vDMA6DN4 CE iDSN IXa511E ALt RLI MD�M 433PELFF➢, 25e20E4R1WIKAL PECtlMD'WMINS WR W WSN� aauaDEvli 3 SFE UVWf NV.MixGtFM VMf3D WNN3. e.3EECDYhTEJ'ANFCEFMEW REDLIRMPIIS s. vrvmEEmNmW JanR N+DSENAn AFutamm 6 CONCRETE WALK/PAD NTS (PRIVATE PROPERTY) BASIN. BIITBUfMEFTGNLMPLANT M\TERNL SURFACE IF PLW P W RMG I5 TO BE USED, SEE GRADINGMDUNDSCME FLMS MIN. PUNTINGMEDIUMDEPTHN' NRH A WELL BLENOEDMIXNRE (BY VWUME): A%Hg1OGENOUS WNSTRUCIION SAND 3D% ORGMIC COMPOST CONSTRUCTION SEQUENCING 2� 2�sDYrai3G.^v,.l — NDA OGO�GNIEEWBWPoNWE TO •'- _"" = — CONTAMINATEDGRWNDWATER UNDERDRAIN GRAVEL BLM'NET I-15' DOUBLE WASHED STONE -- (NONLIMESTONEORWNCRETEMATERIAL) PERFORATED UNDERDRABJ OUTLET PIPE V DWAETER RIGD, PERFORRAMD M. SEEIMLJTYPIAN MUST WERE[CAVATE DOM TOSURMLE SOLS. FlEIDYERIFY WIRIEgLS ENGWEER TYPICAL SECTION VIEW 1. INSTALLSILTFENCEMMRMOTHERg ROPMMTEMPGFMYE MCp RRUDEVICESM MEre SMI1 FRMLFMW MENMMKTHEPRACTICEDURINGWNSMUCTIM. 2. AUDOPNGRADIENT PERIMETERSEDIMENT CONTROL BMPS MUST KIN PLACE BEFOREANY UPGRADIEM TMD DISTURBING ACTNNY BEGMS. 3 F WUB IRPR £EIX. <. IMTLURES,NRMTEWRECTRC,PoME.F(SEROP C. EC)PM O SEG F RPL GRADE OF ENTVNDEME. S RWADETHESRE IEBRERRBENGUEDATEPMTSEWEiMIN8 L�VEAMINPUMO3MEOFMVGRTEPMEETOPRMUREUNDEKYINGSMSPRW CLOG 6 . FERFORNRFORMALL OTHERSRE IMPROVEMENTS. T. FLMTALLAREABAFTERDNMVIICEU 9. CONSRiLCTBIdHT MDEVILE UFCTERMIIWNOF PO CTICES. DRNNAGEAREA 9. PAFLEMEMTEMPDRARYMDPERMMENi EROSION WNIRDL PRACTICES. 10. PUNT MDIORROCK MMCHBIORETENTIgI DEMCE 11. ADEMATENPIXWRYEROSILW CONTRCLDEMLES PFTERTIE CONRUBMNG DR4INAGEgREA l6 PDEWAIELY VEGETATED. BIO -FILTRATION BASIN (RAIN GARDEN - TYP.) NTS GENERALNOTES 1. INMEEY TH E%CAVATION.N TH CONSTRUCTON,x. OR IMMEDIATELY FOLLOVANG 2 GRADINGOFB10.iETEMIMDEVICESSHOLLBEA000MPL6 USINGLOWl PACTIIXIFggi WNG 3. PIISUBMATERWLSBROWTHESPEOFIEDBIOR MTIDNBEFTH(U VATON)SHALLBEUNDISNR ED, UNLESS OTHERWISE NOTED. ruRF4RmE.sETsoAsro PgDxW I VWAFL MAbTVENF. I ISxEtl... GATE VALVE BOX N v TS Vils] R O U R LwY PD—, .ON 7.mweyoeoww SlzslsmED A JG SPECIFKC ON. ON RGP PTP sAREDW WOR UNDER N MA PREPARED BY ME OR VNDERMADR 8CENNE ON AND PRONESTWTI PMANEER MLENSEDPROFESSWINL STATE OF V NDER THE W MS CT ME STALE OF ESOTA Ro MA nre 05110.42 vo. 5W13 ISSU IA5MRTAL SUMMARY REMSION SUMMARY CIVIL DETAILS C5.0 e,SFSSwUBEYOTMLNOPAFpwp.e LNw.T, 0NRcs.RsIP wARcRa1ewcNra I me MEEK SANITARY SEWER MANHOLE 1 NTS NPTPISEwaCASM6 RNFBLOH@uC11RE uxxalEroRTYPE e1cPM MEPpPE-SEE (?7 PIVECObi WNCAETE MLRYPw�RILTgx, Ir . �s l i gpIRSILLIFAANJ eaa.auvAxffosHAPREPNNrzaWMI WMRe MASS CCM0E1lNLMIdl-S4 D �, 12 ~ MLReawm4NAsrc NLJMxrs b {. S y, Ia� s OLENrefor%C. WiRW C44AT Xl'IEFAPXCANDN.LP PLW eB¢Y eos,oaE.R 'VNTNI shooseA�AIAR. INAdAeie.. :J DA.-rEEHa 1� r R mux—R,.. CATCH BASIN 3. ovERua ALL lusuunon eoARomWrs. z NTS Z {j P ICOmDactetl Backfill Bc 1 0 5e I 2000N Concrete .SBLOAD FACTOR 2.3 ec+1z" Min. "So eDerates outside CLASS A of pipc Concrete baaknn to 0.5 of outside diameter with Lshaped beccling, 1 z' II Compacted Backfill MrDOT Spec.ter Aggregate ec/4 bul not Mn00T Spec. 3149H Motl. less than 6" I Ibl Ir LOAD FACTOR 1.9 BC+12" Min. OomeDenolfs ou ceids CLASS B ° pipe Hand shaped from angular bedding material 6" so III Compacted OockfRl Irl LOAD FACTOR 1.5 .59 "Be" Denotes outside CLASS C-1 Bc+12" Mia diameter of pipe Ham maps- from firm I undisturbed soil Compacted BOckVII Be/4but hat • $t•�r� Ir Course Filter Aggregate less roan 6" MnDOT Spec. 3149H Moe. SHOISIMloll, LOAD FACTOR 1.5 as eDenotes outside CLASS C-2 BCH2" Min. o PIPs Hone shopen from angular bedding material %1 PIPE BEDDING - RCP & DIP Y NTB Compacted Backfill 12" •. . Granular Borrow .• at . (MPDOT Spec. 3149A m00,fiea) Mio.=Ba+12 "Be" TeDeDenotes outside O pipe PIPE FOUNDATION & BEDDING IN GOOD SOILS GRADE �iT�TT— m IG `51'OIA PE RF CMP PIPE. AGGREWTE PER MNGOT 314921 AM FILTER MATERK - FINE FILTER Lu, �I� L� B3 MSTALL3.STALL WEIRS suw aanoN s�snowxrTILE PIK PER 12' oNMEPuxs (TVPI,MEI .. ... ... ..I As sxowN ONMEPuxs ^� WDOT 3245 WITH FABRIC SOCK ) 27 IQ•I (TVP) TYP. SECTION DETAIL KEY 0 NTS 1. TOPSOIL 2. FREE DRAINING ANGULAR WASHED STONE 3/4" - 2" PARTICLE SIZE (NON LIMESTONE MATERIAL THAT CONTAINS LESS THAN 5% DELETERIOUS MATERIALS). INSTALL TO MIN. 95% STANDARD DENSITY PER AASHTO T99. 3. INSTALL FILTER FABRIC AROUND OUTSIDE OF ISOLATOR ROW PIPES. CONSTRUCTION SEQUENCING 1. INSTALLS CONTROL z. All MW"MDIENTPERIMETERSERAFMCgiTRGL&AFSMUSTMN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACIMTY SEEMS, 3. PERFORMCONII "SINSPEC SOFEROSIONCDMRGLPRAC' S 4, A MSUBGRADEE VANONBMMMTOWNSTRUCTIWMTALLATWN OFTIESTORMWATERBMP,CON MCTMSHN MH GEOTECHNIGA- ENGINEER PERFORM DM I N-EUNG INRLTROMETER TEST. TEST SHALL OCCUR AT BOTTOM OF ELBOWS ELEVATION OF STORMWATER SAW (CHAMBERS. INFILTRATION WINE ETC.) AT LOCAnCN0.GCAnDNS DETERMINED BY ME GEOTECHNICAL ENGINEER ON SHE. REPORT INFILTRATION RATES OF SOILS (MINE OR NPORTED) TO CINL ENGINEER PRIOR TO ANY INSTAL L4nON REIAfrDTOMESMP. 5. INBTALLMLMES(WATER,SANRMYSEWtRELECMIC.PHONE,RBEROPTIC, ETC) PRIOR TO BETTING FINAL GRADE OF No STEMION DEVICE, C PERFORM ALL OTHER SITE IMPROVEMENTS. T. SEEDANDMULCHA ARF?SAFTERDISTUREANCE 1 UNDERGROUND FILTRATION SYSTEM - 1 NTB S. CONSTRUCTREl "ONDENCEUPONSTMILI TIONOFCONTN NG DRAINAGE AREAL 9. MPEMEMTEMPOMRYMDPERMANENTMOSIONCONMOLPMCTICES. 10. PWRM'OMULCHSRE. 11. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER ME CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES 1. INTHEEVEMTMTSENMENTI6 WMODO MINTOTHEBMPDURINGOR IMMEDIATELY FOLCWING "CAVAIII MIS MATERIAL SHALL BE REMOVED FROM ME PRACTICE PRIOR TO CONTINUING COST RUCTION. 2 GMDWGOFREMEN DE ESSHALLBEACCOMPIISHEDUSING LOWL MPACnJNFPR "WMEQUIPMEMTOPREVENTCOMPACTIONC£ UNDERLYING SDILS. 3. NLWBM4TERINSBELGYVTHESPECIMDiSTEMRNDEPM(ELEVAn ) SHALLSEUNDISTURBED,UNLESSOTHERASENOTED. Do ieouProm o. � DU, s.. c.t s ol, D, .. Ie Cn 1 Bacxml y si r wwumxeam NEu `:� eaa.auvAxffosHAPREPNNrzaWMI z ZLUri D �, 12 ~ MLReawm4NAsrc NLJMxrs b {. S y, Ia� rwim AmRwanrE PIwERPNorvmcoATs Mx.Ex.ME�R.LA+Nuue mAce wnnclva PIPE FOUNDATION & BEDDING IN POOR SOILS = 1— - z cess Pser"Ahop 4. suBREMFORCEowIM e•xslwlo :J of 1� r = cues aRccRE 3. ovERua ALL lusuunon eoARomWrs. t" a E.eMioea uaTrweoumoowx ..'sDAFT, Z QaC " W_ CL a Z x NTS s DNNN.SIN1hossc 6DIAuv I.Ree iurmeoc MMm r NWVyRe"D Dun code. b� ��i -se Filter NOTES: W:�L fS M(I / / / / / / d / / / 411f Du Irerr.CcNERl4e 3amiIry rM1LeRW'A9 sPACETDIMW ROMowwar.WEMD ITS F- DRANK BY:W,EN RENEN£DBY: RL 0D REVISION SIMAIMRY o 0O "Bc" Denotes au linimu Ago. (MoDOt Spec. diameter of pipe 3149H Mmif�ed) 1. WSIIIATION BOARD TO BE CLOSED CELL EITRUDED PDLnTYRENE FOAM MEETING o U FW - /= V Q Z O-0 W X 2 IL Cw G Y Py LL QQ K = 03 a m m N a. H Y o v Q O 0 INFAEBYCERTfYTHATMePIAN, ARECI1ICA1. PNREPDRT. PREPARED BY I E OR UNDER MY MUCT sV PFANCION AND THAT I MI A Cl4Y LICENSED PROFFssIQYAL EXDMEEYt UNDER THE Owe °F ME STATE OF ANNNEDAITI R! „ peaE aSnmz n:.t. .o. sestz CIVIL DETAILS C5.1 1 Bacxml y si r wwumxeam NEu `:� eaa.auvAxffosHAPREPNNrzaWMI BASE 55H4ll BEB'SiANOMOPRECAST L BACIffILL MATERWLAROINDINSULA MUSTSEFWESANDFREEFROMR00T, D �, 12 ~ MLReawm4NAsrc NLJMxrs b {. S y, Ia� rwim AmRwanrE PIwERPNorvmcoATs Mx.Ex.ME�R.LA+Nuue mAce wnnclva PIPE FOUNDATION & BEDDING IN POOR SOILS ORGANICAIATERIAL.OROMERINIUR1000MATERIALS. 1— - z cess Pser"Ahop 4. suBREMFORCEowIM e•xslwlo SFAMWaMs@EwsE ; A T Bedd ng aR1MHVIIXYLELLSHICHAEIS �I'S�1 MEW cues aRccRE 3. ovERua ALL lusuunon eoARomWrs. t" a E.eMioea uaTrweoumoowx ..'sDAFT, Ia DEalEcstCPE " IBDC)TOC911�PO�PoE .' ox,ux.rn:ROMeoc �,,, STORM MANHOLE ..ef....♦ 6" - xATla¢,L VAHessEPur NTS s DNNN.SIN1hossc 6DIAuv I.Ree iurmeoc MMm r NWVyRe"D Dun code. b� ��i -se Filter NOTES: W:�L fS M(I / / / / / / d / / / 411f Du Irerr.CcNERl4e 3amiIry rM1LeRW'A9 sPACETDIMW ROMowwar.WEMD ITS PIPE BEDDING - PVC DRANK BY:W,EN RENEN£DBY: RL PROIEMNVMOEM1 21351 REVISION SIMAIMRY )/� 5 "Bc" Denotes au linimu Ago. (MoDOt Spec. diameter of pipe 3149H Mmif�ed) 1. WSIIIATION BOARD TO BE CLOSED CELL EITRUDED PDLnTYRENE FOAM MEETING I AETNRArewBmv TO MJROM GFEPPE iDE�RI FTION GGprts1E1FIV0LwAME. 2d+Be+12" ASTM 578, TYPE A ADPSI COMPRESSING BMENGTH(RION 01621) 0.1 NA WATER CIVIL DETAILS C5.1 PBBORPIbN (AStMC2RF P powal RWmD As WAFED BASE 55H4ll BEB'SiANOMOPRECAST L BACIffILL MATERWLAROINDINSULA MUSTSEFWESANDFREEFROMR00T, xsfr b •-• cxxwsErssxaHED. WHHPLEANGROT.. ORFOUREDE PIPE FOUNDATION & BEDDING IN POOR SOILS ORGANICAIATERIAL.OROMERINIUR1000MATERIALS. 1— - z cess Pser"Ahop 4. suBREMFORCEowIM e•xslwlo �I'S�1 MEW 3. ovERua ALL lusuunon eoARomWrs. ACCESSIBLE SIGN AND POST $ �,,, STORM MANHOLE %1 UTILITY PIPE INSULATION DETAIL NTS o ' ITS PIPE BEDDING - PVC NTS )/� 5 NTS CIVIL DETAILS C5.1 .w— 11 ...w...,a i] 4- r -r i �.i�2:: �xrrmcw.•�awx. .- `.==yw-�,S3:�rkn� ^-�' �^ s`F=`� . IV1l51te G R O V P � z.r..,Mz. %�•.rz�e � bm.+n aaemu. em, w. zsmsux s�uzw Y bus PVY. MN 55,8 RENSION SUMM4RY pEscN>Iqx CIVIL DETAILS C5.21 �x7- m w'a O ..,.. m. .. .nM, .w— 11 ...w...,a i] 4- r -r i �.i�2:: �xrrmcw.•�awx. .- `.==yw-�,S3:�rkn� ^-�' �^ s`F=`� . IV1l51te G R O V P � z.r..,Mz. %�•.rz�e � bm.+n aaemu. em, w. zsmsux s�uzw Y bus PVY. MN 55,8 RENSION SUMM4RY pEscN>Iqx CIVIL DETAILS C5.21 I F Soo TY' \ _ 00.Y pRWRIE S-E0� it - I I MIX T 2- CV , , I MULCH LANCER DECK 191 -AC2 1-AC2 1- 0 Fel LANDSCAPE NOTES: 1. WHERE SHOWN.SHRUB& PERENNIAL BEDS SHALBE MULCHED-BEESCIIEDULEON TOPSOIL AND SOD AS SPECUTED UNLESS OTHERWISE NOTED 04 THE OMMNGS. SHEET LI.2. & OF MUNDES. ETATK)NDORSA COOKIES, 2 ALL TREES SMALL RORTO OF MMUCHED SWT FR EEGE 0THIN SHALLAD LI HTINGLOCAFIN CONTRACTOR SHALLSALB IN UTILITIES, LIGHTING XTURES, D ST OFEERIE IF ME. A rFRMTREEG BE KEPT WIMINAMINIMIIMOF2'FRQN TREE FWORBND SHRU FOR ANDSHRVBB FORRENEWANDAPPROVPL BY THE FIELD LOCATION REWEW AND LOCHIMCT TRUNK SEE TRUNK SEE MULCH SCHEDULE BELOW. MULEALLMULE BROW. LANDSi9IW. FRIOR THE IPNDBLAPE ARCHUELT PRIORTOINSTALIATION. 3. IF SHOWN ON PIAN, RANDOM SIZED LIMESTONE BWIDERS COLOR AND SIM TO 8. PLL PUNT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE COMPLIMENT NEWLANDSCAPING. OWNER TO APPROVE BOULDER SALIPIES PRIOR TO 10. INSTALLATION. REPAIR AT NO COST TO OWN ER ALL DAMAGE RESULTING FROM WdCSCAPE N Z CCMMCi0R5ACTNTIIES. 4, US WITH THE ,,1 W NUMMFTEN STANDARDS AND SHA OFAMERIM RDYST=.MENTIWO 11 FROMDISEASE SWEFP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM DAMAGEYMENSTMOARTI N. CONTLLREOFS REDYSTOCUEFOR DANAGEANDFPiANT LPNOSCAPELONTRACTORSACTMTES MAMRIFOR DURCTOR ATION OFACCEPTAFIXERIOD.MAINTAINING PLUMPNESS OF PLANT MATERNA FOR WRATW OFACCEPTANCE PERIOD. 12. REPAIR AT NO Cosi TO THE OWNER IRRIGATION SYShM DAMAGED FROM UNDSCAPE B UPON DISCOVERY OF A DISCREPANCY REPWEEN THE OUATIITY OF PDMS SHOWN ON CONSTRUCTION ACTNMES. THE SCHEDULE AND THE QUANTITY SHOWN ON THE PUN, THE SCHEDUIE SHALL 13, PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALUTGN. SYSTEM SHALL BE CAVERN AND CONTRACTOR SMALL RECONCILE BEM'EEN THE TWU BEFORE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM INSTALLATION. SHAL PROVIDE HEAD TO HEAD OR CHIP COVERAGE AND BE COPA&E OF OEWERING 6. CC6IDMON OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT ONEINCHOFPRECIPITATIONPERWEEK. SYSTEMSHALLEKTENDINTOTHEFURLIC TIROWHWTTHEWMnWOTMECWTMCT.IONDSCAFEMAMMRI PMTOFTHE RIGHiAFWAY TO THE EDGE OF PAVENENRRBkCK OF CURB CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GRO'MYG SFJSDNS FROM 14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM SUBSTANTIALCOMRETION DATE. INLCUDING PRICING FROM OWNER PRIOR TO INSTALLATION. ). ALL AREAS DISTURBED BY CONSTRUCTION ACTMTIES SHVL RECEIVE MIN. A'UYER a� WET PRAIRIE SEED MIK —V L DRY PRAIRIE SEED. I PAMJPREA ' LEGEND EmNG-SIWLBECOMMERCIALGRACE.<"DEPTNALUMINUM, BIACKMMRKGREENINCMOR,INCLUME LOONNECTORS. !,�� STAKES.BALLAPPIIRTENANCES PER MPNUF.INSTALL PEO MANU'. INSTRUCAPECS Ba SEE SHEET Lid FOR PERENNIAL PLANTINGS SEE SHEET L7.2 FOR PLANTING SCHEDULE 2 -AS . S-hE :Al BR —]_CA �B-AC A=UND .�♦ ON CIVIL 6EECML � X. � PLAN t-OE2 ..-. ES. CfMO � -I CV I 500 / % \ I Ld _ � t IAPS N N 3 O 40 D NnowwlOW. 1'L30'ff Callbefmfiyoueig. W�AN9ueq 5u4RW StL a6F MN 5NI6 N r z ZLu y 2 G O r I N Z ,,1 W Q a o as 0 CaC< C W 0 DO DID V ¢ O 3 W = a� 2 DO U.1 Q _ al Q LO m N a 1- Y 0 Q o O I NEREBY CERTIFY THAT MIS SPECIFKATKIN, OR REPORT NMS PRERARED W ME OR TI DIRECT P SUPEAMSgH AND THAT AN DAY LKEHSEO IANOSCAPE ARCKTECT UNDER THE ISA. OF THHEE•S/T�A�T,E O1 RaM11R �MI�NNESOT�0. L., T6 M002 Uro. 23621 REVISIONSUNIMPRY LANDSCAPE PLAN - TREE AND GROUNDCOVER PLAN L1.0 f/ v r CivilSite G R O u _-- r mP msw.tw (r `, a•\ l., f"..` .Y' 3 �A33 6i"Y'�V ul / •\� f - \ 3 HN3K«-IT3.6H-a H, PM I L 2 EV tr as .32iN3_Y ). 3 SN�[t 2 AM 3.HF-+^ 2 AM .....F 2 EV'� �'+.... t _ J HF\� - EV 2JMH43 3 3 SH2 3HSH ]3-IW F f t23HHF3 2 j �r�II'\ I \COQ-2JG 2 N 9 fl ) 9-SH Al a\� / 1 :L2 1_n 1-LL2 iS5• i \�� �, �a��CB_S R. '1'..\_Y,�� Q !!.� Q J� 2: L2 XG 2—Ho 1.n 1-CL2 1-n 1-C1-17 I / lY. i 1 0 ' /. O� `�- �I 1-LL2 2-HG 3-CL2 \ �ful F. t 12-CB 2 1-CL2 1_n 12nHG I.A \\\I / \I'1 (j2-HG 2-HG 1 n _�li 1¢�� ��s ssH 1-Cu 3-CU r _ 1 3-Fw] 1-n 2-HG- .r j I li J _ U) .\ /< 3"X0.3 3-SH 1_nJ I 2 n. . 2-AS2 2-BB 3-6H- T -3-HG 3S 6 f 1 CA3 3-NM 1 1-PN2 1-LA3 3-9X 1-fisH II � I A I I t� DI W 2 0 I ---3-SH t-SSH J-2A 'Y"'� 1-PN2 3-M 1-FN2 3-� 3-NVQ 3-SH 0"PX 1-CA3 3- 1-VM 3_CA3 i i �� W rn 3-66 1-PN2 — I i. °'� ✓ a �\ S N 1-fisH 1-SSH 1 CA3 J. LI 1-PIII14j�e� TTI Z 1-GL2 3-SH 1"OA3 3-sH / 11-ssHn `�'d I J Q ¢ W I Ity. y ui m 1-CA3P2 / P,} - �, �PJ� ¢ 2_00 Q J - AB X� ) i-e 12-iis z-BB F I Iii ) `y I ) v', Q 0 I J v ��cn z `t_CL2 \ 2. H6 H9 ]-HS 2 2 H-, 1216 BB re S. H9� I �. l Ur. ^'e'� � -�� jl 1-fisH ? HG— �_"S_—J��� � }� II z-'saB_�__�` .Hs' » F • •� \ m g U 3-NM�I' / ul l ` & a o / — a HS 3 NVR 1 CA3 • r .� a. 3.86 .I � • i ��/ Q0 Z 3-3-6H L' 3-SH _n ��1 I „11 DO Dl MA I I ��\ Q 1-3-IA t 3��� O 3-6HYI 1�I / \ ` J 3-6H �• ,^ ua I I I��N2 Q \Vbbb 2 HS•. 1-PN2 1 P/ • �, r u 2-BB 1_cni SII m ) 0 0 p 1-CAB II - 3-SH 3-Be 3� --• fi—�—� � //'i�•e3b A�p( xPcREHsPPEPRI@BDY BCYEMRsEDdFYEt YUwNxL4'wNoRMISIPpU3_ZF 3-3_�sERASPONAYD�TImADULY 3-sH 3-mEuSs OFMIN o CrEeiR HS l 9 NW82 a'S 0 NWt ' m . ���� \ MOMxa 25821 HS— m ]-NVR _ � ^ \ '� r � �.� `� SSUH6UBMInPL3 5 m: I I.MMARY DAM DESCMPMN1 n _ RBVISIONSUMMARV W1E osxRlPnax LANDSCAPEPLAN- o PERENNIAL PLANTINGS M..w r.below. r=2Da Ll . 1 CallWoruyoudig. tad,® I PLANT SCHEDULE GROUND COVERS CONMON I BOTANICAL NAME SIZE DenreSve Rock Mukh/ Dearman, Rock MI TREES OTY COMMON/BOTANICAL NAME COM NATIVE PLANTS POLUNATORFRIENDLY qS ) Sugar Maple/Ater saccHamm 2.5'CAL B&B NATIVE Y RB 3 Free Birch/Betua agree2S'GI.88B Commun Tel grede, lowly Eleven, Ref mefenetl NATIVE N SR 4 Royal Frew Bimh/ Bella x'Royal Frost' 10 -Clam, B&B I NOT NATIVE YES OB 2 Svamp WlMe Oak l Querns Nwlor 2.5 -Cal, S&B INAME Y DEB 0 Northern Rn Oak I Quercus Aima imer 12.5' Cal. B&S NATIVE 1 1 SVOOTNGSTMgRY..PR41MERie Na NA NTS S CONT( UMSHALLCWRDINATEWTIHLOCKUfX.INIXMIPANYFORTHEPROPOSEDFJ£LT lC SEfMMMD EVERGREEN TREES OTT COMMON/BOTANICAL NAME CONI NATIVE PLANTS POLLINATOR FRIENDLY AE is Tyler Blue B.M. Fir l AN. helopere Tyler Blue' 6'B&B NATIVE CULMVAR IN AG 13 1 Mutate Fir/ plains convoler 6'B&B INUTNATTBE AC2 15 jDandmilplaRlIfibesoonoolor'CompedY SrB&B NOT NATIVE 9 ALL ESPOSEDPVC RISERS, RMT. SH>LLBE GRAYINCO00. CJ rd1-. WIRESHALLBETHREADEDTROUGHNYM ORNAMENTALTREES OTY COMMONIBOTANICALNAME COM NATIVE PLANTS I POWNATOR FRIENDLY AG 5 Burman Brikarce SerNmimaly l Amehncluer x grendOMa'AUNmn Brilliance I 1.5'C.L B&8 INAIINS IY CA2 6 American Hornbeam l Cen. candriana L' BaB NATIVE Y W 2 Firespre Amenwn Hombsam/Celpnus carNruana'J.N.UPrI9M1C TM 1.PWLB&B NATIVECULTIVAR N CA 4 Pa9el.Do9w0pd/Cornus.kemibla 1.5-CaLB&B I NATIVE Y CV 5 Thomkse Cockap r HoWthom l Cornelius coregall Warms TM 1S'Cs1.B&B I NATIVE Y MPS 4 Profeeaorswenger Cratopplelmalu x Pmfamor Sprenger 1S Cal. B&B I MATINS CULTMAR Y C7 o PUMIMi BEC, IFAPPllO9lE. RMKORORGANC 15. GROUPVALVEBOXESTOGMT FOREABEWHMMWCEBREWIREO. LOLATEINPLANTSEDMEASWiENEVER I SHRUBS QTY COMMON I BOTANICAL NAME SIZE NATIVE PLANTS POWNITORFRIENDLY CA3 18 Naw JarsC/Tea/GanIXNus amennnuc #1 COM NATIVE Y C12 11 Neon Burst DogwaoE/ Comm Slim SyBoWheW W SGAL. NAME CULTIVAR Y L3 12 Rredarm Donenal/ Comm sencea'BBRedelina TM #S CONT NAMIECULTIVAR Y SSH 17 Stawbelry Sultlae Mydnr®ea/HfyErengea panlalW'Rermun'TM AS COM NOT NATIVE Y PN2 9 Blm'e Nrmt Spruce/Rwa edea NpTOmsi 415CONT NOT NATIVE N RG a Gro4ow For9renl Sumac/Ribmarclredro GmLLow #5 CONI NATIVE Y TT 24 Taueon'sYaw/ Tann x media'Tauntom' #SCONT NOTINATME N YM ) Spce Baby Koreanapce Ybumum/UWmum cases SMVCBTM AS COM NOTNATIVE Y Z F S 21. A SET OF ASBWLT DRAWINGS SMALL. BE MANITAINED ONSITE AT BILL TIMES IN AN UPDATED OMENTUM. O GRASSES QTY COMMON/BOTANICAL NAME SIZE NAME PWNTS POWNATOR FRIENDLY BB 31 BIOMe Armton Blue Gre.B l Bolhebue graplia'Blmde Amdlon' #1 CONT I NATIVE CULTVAR IY MA3 30 AB SIM Japanese Forest Gran l Men, ... himnoma'Ag Gell 1 #1 CONT INOTHArrvE IN PH 13 Heavy Melal SVAkn Gram l Penicum Yllgalum'Heavy Metal' I MCONT NATw CLRTMAR Y SH 1R I Praire Gramme!/ Spwobclln hotereMps 1#1 COM INAMW Y NOTESANDBANNOTESFORMULCHTYFE. KEEP DO D] _ PERENNIALS QTY COMMON/BOTANICAL NAME SIZE NATIVE PWNTS POWNATORFWENDLY AS3 4 Sun pip Amle l Kele nrdater Sun Hong' #2COMT ENSURE PROPER 9ACIff&Ui0K20pTCONACT AM 12 MDnNo., False Sprees l AmIlue,,ne.'MW,..ry' 01 CONT NOT NATIVE Y EV 12 &wb, Sanereed l Epmeaiumx Vefacolon'SMphureuni #1 COM NOTNATIVE Y HE 58 Stella So,. D,11, l Wnnrocalisx'Stdo Supreme' #1 COM NOT NATIVE Y HF 18 Fragrant Blue Were I HDNB.'Far not Blue' MCONT NOT NATIVE N H E 31 GuaAamWe PMMMo UN l III x'GuacmI #1 COM NOT NATIVE Y M e Toutsof CIBSSPlarim1#y/Hoarex'TopchWCkv MCOM NOT NATIVE Y NMQ 30 Waken Low CaMintl Nepotaxlemsew WaMels Low MCOM NOT NAME Y ZA 33 Cotler Ala%BMer/Zrva aures a,CONT NATIVE Y PLANT SCHEDULE GROUND COVERS CONMON I BOTANICAL NAME SIZE DenreSve Rock Mukh/ Dearman, Rock MI AREA 2'i' deCerat e, Provide wa *. MUIM i SM1eA&® SbrOry SheleanMe Mu[/Ory SnMPnire Seed Mix REMARKS Shooting Star Natre Seed Dry SlmM1 Peine Seed Md. Sell Miz Rock Maintanelwe Stip/Rock Mai re an re ca Slap NO 1- Rover mtic Aver Ntar ndic. Maude Wong a a enoma Mukh reeved. Sreaetan. "Be Blue G. Speed/Sad nsare Parv.w scala Commun Tel grede, lowly Eleven, Ref mefenetl SM, Shape, Som Wet Prune Mr,/ We Plane MM YES SHOOTING STAR NATIVE SEEDS Now Prum MO, PER Seed Mb MNDOT SEEONG MANUAL SPECIFICATIONS (2010) YES ^SEELANDSCAPEBAI PLACEMENT f1 PERENNIAL BED PLANTING Y NTS REVISION SUMMARY D MULCH SCHEDULE CivilSite NOTES &DETAILS AREA MULCHTYPE EDGING FABRIC REMARKS MME RAGS 1DEPn1.SRREGDEDCEIMR YEa NO BEE..HT.. I.I. PLANINGSEDS f DEPn1. SRREDDEO DELMR "Be No nsare Parv.w scala BeameIRIPATBNLONGFOUNOFTIXI P DEPM,L'RNEa ROCK YES YES SEEDENVASM.L11 DECORATTm FOCKMIILCR PDEPTR,2i RNERRCCK YES YES E03NOYMERENEEDED DCGPARKMULCK NA NA ORGWIC WILD. SPECIFICALLY FOR USE M WG. . SHALLOATTOGETHER TOFORMIMTIED.AGCESSISE SURFACE SHALL BE TREATED W TI ANMNCRO&ALAGEM. FNTMESEEDMEAS SRMTNGSTMKLTIRM EMIX NA w 1 1 SVOOTNGSTMgRY..PR41MERie Na NA NTS S CONT( UMSHALLCWRDINATEWTIHLOCKUfX.INIXMIPANYFORTHEPROPOSEDFJ£LT lC SEfMMMD P`� O� IRTO INSLALnOr. PRONOEBMM IqR CDGmLL WATEAMANTNG D.Ba.P BED MATERB.PRKU RtES O eml L.11.BPKOTO&➢PTASKEETSOFALL MAIERULLS ^SEELANDSCAPEBAI PLACEMENT f1 PERENNIAL BED PLANTING Y NTS REVISION SUMMARY D IRRIGATION NOTES: CivilSite NOTES &DETAILS FRCEawuWw.wuLcesTaumW. 1. ENFWESITE SHALLBE FULLYIRRIGATEO. THE WNIMCTORSHALLSUBMITIRRIWTIMSHMP WINGS FORREVIEW G R O U P JI. YERANDAPFROVAL FYw1PUx BYTHE 4NOBGaPE ARCHITECT PRpR i0M5iALLATION. ClntBBeema'anyirg•Iuwagaa"e'— vWV RoF.e pA55RDYICO.PRJVDESWPI TO 2 ECHANICALANO EIfL1RILALPLANS PNOSPEGFICATIONS FORIRRIG4TON WATER. METER,ANDPOWER IN, w, 35NAce4 aaa zoo - UPEU Irtn FMA=wau muoaro lxnuurox CONNECTIONS. nsare Parv.w scala SRXEDWOnNESLLTR>SSPF...EESRMUMularET4 3. CONTFACTORTOVEMI LDCATIQYOFA MMRGRWNOIABOVEGROUNDFACILITIESPR TDANY WWePeW.DIn1 ID,B1. _— dSmuCM sAw saBa.EwlxsxtuTlwuo Pucwgr EXCAVATKININSTALIATION. ANY DAMAGE TO UNDERGRgMWABOVE GROUND FACILITIES SHALL BE THE _ waTERPFIwCRABBEOTEn INBEEcaSSRpEp➢ RESIpµSBLITTCFTHECUNlR4CTORAND CQ$TSASSOCk1ED WIli CORRECTINGOAMAGESSHAJL BE BORNE III—III— ..a. ENMELYBYTHECONTWCTOR AGGREGATE MAINTANENCE STRIP 4. S MCEEWIPWWMDINSTALIATNWSHALLMPFRLO MIL"MMPANYSTANOpA MDSHALLBEPM ;E 1 1 NAnONPLANDLOCALOWES. EXACTLO UA OFSE nEEOUIPMENTSMULBECOORDINAMDVm WJDSCAKMCHRMOREQWVA ATTMMBSITE /y, NTS S CONT( UMSHALLCWRDINATEWTIHLOCKUfX.INIXMIPANYFORTHEPROPOSEDFJ£LT lC SEfMMMD P`� O� METERING FAChR1E5. PRUNE M FIELD DIRECTED BY THE LANDSCAPE ` `v ARCHITECTTOIMPROVEAPPEVNNCE(RETAIN VERIFY WNHMECHANICPI %ANS.WVAGE b IRPoGATIONWATER LINE CCMNECTION SME IS I-}z'AT SLIMING.NO /.O Qv ' TNFEEL2X4Y3NAFE) STAKE$, STAINED BROWN T' ALL FINN LINES SMALL BE IB' BELOW FINISHED GRADE (��� /Tl (7� WIIHTWO STRANDS OF WIRETWSTED iCGETIfER S. ALL LATERAL LINES SHALL BE tYBEUOW FINISHED GRACE. STAKESSHALLBEPIACEDATIWTOONEANOTHER. 9 ALL ESPOSEDPVC RISERS, RMT. SH>LLBE GRAYINCO00. CJ rd1-. WIRESHALLBETHREADEDTROUGHNYM STRAPPING WITH GROMMETS. ALTERNATE STABILIZING 10. CMTRM R SMALL LAY ALL SLEEVES AND CONDUIT AT PU' BELOW THE FINISHED GRADE OF TE TOP OF PAVEMENT, METODSMAYBEPROPOSEDBYCONTRACTOX. EXTEND SLEEVES TO 2ff BEYOND PAVEMENT iRUNKFLAREJUNCTION: FlAM1REE 1'-SABOVE 11, CONTRACTOR SMALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL'ElLELY TO ENISTINGGRADE Yff A9WE TINLSHED GRMEANOCMPED. V`� COMPALi BOTipA OF PIi,NP. Z CUT AND REMOVE 12 FABWCATE ALL PIPE TO MANUFACTURES SPECIFICATIONS WITH CLEAN AND SWARE CUT MINTS. USE QUAUTY GRAVE r g BURLAP FROM TOP IS OF RWi PRIMER AND SOLVENT CEMENT FORMULATED FOR IRTNDED TYPE OF DMNECTIDN. Z BPII.IF NONBIWEGRPDABLE, REMO4E CCMP{ETELY DO BACIffILL AS SPECGIED IS BMIXTU. ALL TRENCHES WITH SGL FREE OF SHARP OBJECTS AND DEBM. W = E MULCH TO DUItER EWE OF SAUCER OR TO EDGE OF 14. A.L. VALVE BOXES AND COVERS SHALL BE BLACK IN CDLOR. C7 o PUMIMi BEC, IFAPPllO9lE. RMKORORGANC 15. GROUPVALVEBOXESTOGMT FOREABEWHMMWCEBREWIREO. LOLATEINPLANTSEDMEASWiENEVER I MULCH,SEEGENERALIANDSCAPENOTESANDPIAN POSSIBLE NOTES FOR MULCHTYPE. KEEPMULCHMIN.SFROM Y (n Z _ I FIWJT TRUNK 16. IWUG4TIONCONT(1gLER LOCATION SHALLBE VERIFIED OFSITEWITH OWNER'S REPRESENTATIVE. K LU �CIII— H. It E%I8TNGG0.40E 17. CMIROLWRES:14G WED MBMRW.,SOUDMPPERIRRIGATONMRE RUNU MRM4INLINE.USE 6 Z Y —IIS .1= r—J E'IEII;=IIE�FLJI Ei SUAMSIDESOFHOLEORVERTICALSIDESATEDGEOF PLANTING BED MOISTUREFROOF SPUCESAMI SPJCECNLYATVALVESORPULL BOXES. RUN SEPARATE MDT ANDCDMMONWIRE TO EACH VALVEAND CNE (t) SPARE WE AND GROUND TO FURTHEST VALVE FROM WNTRCUER, LABEL OR COLOR CODELOCA /RULE ON ALL WIRES I1' TMR ION OF MATERIALAND DESIGN OROVERMULPLAM MACERL4LAND DESIGN OF REAS OROVEFNLPLAMRACEMEM 18. AVSD OVERSPRAY ON BUILDINGS,PAVEMENT. WALLS" ROADWAYS OYMDMWALLYADJUSTINGR401USORARC � O ca C W L RIMESALLTM ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE` O DO �1 DECIDUOUS & CONIFEROUS TREE PLANTING 19. AIAUSTPREAWREREGUUTNGVALVES FOR OPTIMUM PRESSURE ONSITE. FS— r W U W NTS m. usE SGREENSONALL HFPDS. Q Z F S 21. A SET OF ASBWLT DRAWINGS SMALL. BE MANITAINED ONSITE AT BILL TIMES IN AN UPDATED OMENTUM. O ..' PRUNE AS FIELD DIRECTED BY THE LANDSCAPE M ALL PIPE 3- AND OVER SIWI HAVE THRUST BLOCKING AT EACH T.M. A AFKRDECT TO IMPROVE APPEARANCE(RETAIN T a W �.. NORMAL SHAPE FOR SPECIES) 23 PILAUTOWTIC RDAOTEWMRO VALVES WILL HAVE T MINIMUM DEPTH OF SIE' WASHED GRAVEL UNDERNEATH 2 C y .f: PLANT TOP OF ROOTRALL 1 -2 -ABOVE ABOVE VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3- BEYOND PERIMETER O VALVE BOX. C SURROUNDING GRADE 24 THERE SMALL. BE T MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. Y U Q W ROCK OR ORGANIC MULCH, SEE GENERAL WIDSLAPE 2 NOTESANDBANNOTESFORMULCHTYFE. KEEP DO D] _ MULCH MINSFROA PLANT TRUNK a^ V ROOTS AT OUTER EDGE OF ROOTBN.L LOOSENED TO F ENSURE PROPER 9ACIff&Ui0K20pTCONACT ITL Q EXISTING OWE 1- SLOPE SIDES OF HOE OR VERTICAL SIDES AT EDGE OF Q �II�If�l Ell PLANING BED LASPERSPECIFICATGN B4LIlFttDONOTEXOAVATEBELOWROOTBALL O w O �II�II�IBIi�IF�I� _ a �THREE TN,IESWUM �— RULEOFTH LMB-MOOIFYEXCAVATON8ASEDON LOCATONOFPUNTMATERW,ANEMBIGx OFBEDS I HENEBY.amFY.Tsa.., F� OF ROGILMUL De REPORTYNs vREPERVIS EORUNDEAMVN ECT DECIDUOUS &CONIFEROUS SHRUB PLANTING LY nDS.I Rr AXDT WLV �� J RCHIMEA LCEx4D OFFH MEMOFNIN WEER THE uws oFTHE sr�Are oFMaxesorA NTS o�MR ..'e PWrt TOP OF ROOTRAL LY ABOVE ABOVE m,, LK[ w. 25821 LSSUEISUSMITTAL SUMMAJn SURROUNDING GRADE ROCKORORINNICMJLGLSEEGENERl41AND5CAPE TE o[scwPTwx NOTES AND PUN NOTES FOR MULCH TYPE KEEP , MULCH MIN. Y FROM PLANT STEM ROOTS AT WEEN EDGE OF RWMQ.L LOOSENED TO ENnNGGOPDt BAGKFIWTOROOTCONTACT SLOP SIDES OF SlOPE510ESOFHOLE Q¢VERTLALSIDES AT EDGE OF ^SEELANDSCAPEBAI PLACEMENT f1 PERENNIAL BED PLANTING Y NTS REVISION SUMMARY D LANDSCAPE PLAN NOTES &DETAILS KnpwwlHL'baNIQW. ely0G Carlo mq. L1.2 Sr-,"", SILT FESURR! � zN 1 ` N a/ �x — - / 6 ERp,510N CON$RN " L AT CONSTRJCTIO� UNITS. TYP. CITY OF OAK PARK HEIGHTS EROSION CONTROL NOTES: SWPPP NOTES: LEGEND: I' I- I I 1. RESERVED FOR CRT SPECINC EROSION CONTROL NOTES. 1ALL DUSTING UNLRY LOCATIONS SHOMME APPROXIMATE. CONTACT 'GOPHER STATE ONE CAUL1651-0Sti OR MM -1 106) FOR UTILITY LOCAMNS, -1125 - EICVCONTOUR ELEVATKININTERVA- jREPLhMANY ALL SPECIFIED EROSION AND SEINMENT CONTROL PRACTICES, AND MEASURES ASHWRSPRgRTO CONSTRUCTON. INE CONTRACTOR SHALL REPAIR OR OF MES THAT ARE CANAGED WRINGCONSTRUC110N AT NO COST TOTHEONNER 1137 1.9 CONTOUR ELEVATION INTERVAL DRAINAGEARROW ' CONTAINED IN THIS SYNPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL 0 ik I MIS PROJECT IS GREATER MAN ONE ACRE AND WllL REQUIRE AN MPCA NFDES ••.•...•............ i Z PERM. CONTRACTOR 5 RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL W II PERMrtS REOINRED BYTHECRT. �..% INLET PROTECTM 0 N 3. SEE SHEETS MIS -SW1.5 FOR ALLEROSION CONTROL NOTES. DESCRIPTIONS. AND vRACOCES. I(naw wMYAbBIOW. 1-z 3D.p' C3ll behre you dig. ISL® r Mm r�T TT TT1 STABWffD CONSTRUCTION EMRANCE o AND COMPLIANCE MM NPOES PERMIT. V/ // // / EROSIONCOMROLSIAMD:T Z 0❑ • i _ Sr-,"", SILT FESURR! � zN 1 ` N a/ �x — - / 6 ERp,510N CON$RN " L AT CONSTRJCTIO� UNITS. TYP. CITY OF OAK PARK HEIGHTS EROSION CONTROL NOTES: SWPPP NOTES: LEGEND: Hz 1. RESERVED FOR CRT SPECINC EROSION CONTROL NOTES. 1ALL DUSTING UNLRY LOCATIONS SHOMME APPROXIMATE. CONTACT 'GOPHER STATE ONE CAUL1651-0Sti OR MM -1 106) FOR UTILITY LOCAMNS, -1125 - EICVCONTOUR ELEVATKININTERVA- jREPLhMANY ALL SPECIFIED EROSION AND SEINMENT CONTROL PRACTICES, AND MEASURES ASHWRSPRgRTO CONSTRUCTON. INE CONTRACTOR SHALL REPAIR OR OF MES THAT ARE CANAGED WRINGCONSTRUC110N AT NO COST TOTHEONNER 1137 1.9 CONTOUR ELEVATION INTERVAL DRAINAGEARROW ' CONTAINED IN THIS SYNPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL 0 PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. I MIS PROJECT IS GREATER MAN ONE ACRE AND WllL REQUIRE AN MPCA NFDES ••.•...•............ SILT FENCEISIOROLL-GRADING LIMB Z PERM. CONTRACTOR 5 RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL W II PERMrtS REOINRED BYTHECRT. �..% INLET PROTECTM 0 N 3. SEE SHEETS MIS -SW1.5 FOR ALLEROSION CONTROL NOTES. DESCRIPTIONS. AND vRACOCES. I(naw wMYAbBIOW. 1-z 3D.p' C3ll behre you dig. ISL® 4SEEGF INGPLWFORADDRIONpLGRPDINGMDER03IWCOMROLNOTES. 5.CQYRUCTORISRESPCNSIREPORSWFPPIMMEMEMA1 .INSPECTWNS, Mm r�T TT TT1 STABWffD CONSTRUCTION EMRANCE o AND COMPLIANCE MM NPOES PERMIT. V/ // // / EROSIONCOMROLSIAMD:T „'0 Z69 PE METER d \ EROSIONCONTROL� AT CONSTRLWT'ION �ALan'�Paun4 Aum Al ix, rxN ssala a.w.m. arzelwom to ` t{ Hz Z 2 1� i 0 = N Z Q W a. a Zr Q odI F- F- ° I; o U� I^ V ¢ Z 0❑ • i _ % CONSTRUCTION ENTRANCE v 2� Q m TH a N m O �ALan'�Paun4 Aum Al ix, rxN ssala a.w.m. arzelwom to Hz Z 2 Luo i 0 = N Z Q W a. a Zr Q odI F- F- ° Om o U� I^ V ¢ Z 0❑ _ °. w 2� Q m TH a N m O Y w Q 'o a O INEROBV .PFYTYAT MgPLAN, SAREFO.S .N_IIRTWA3 PNEP'N.SYMECR U, NY pgECT 9VPERYI9RN AXf11HATI RM AUNL, LCENSED PROFESWNOL EMYNEER UNDER THE NWS OF TINE STATE W ..E. wTe OS"IOIY1 D. M12 REVISIONSUMMARY SWPPP - EXISTING I CONDITIONS SW1.0 71 1 - -ia 1•�\2\/• I I I I I- I \\\Q A SPEGFIEDEROSIONANDSEDSMENTCONTROLPRACnCES,ANDMEASURES SWPPP NOTES: LEGEND: CONTAINEDINTHISSMPPARETHEMINIMUAREOUIREMENTS.AUg ONA1 1INy �S.n MLItt LOCAnONSSHOWN AREAPFROXIMATE. CMACT z PRACTICES MAY BE REOURED DURING THE COURSE OF CONSTRUCMK FOR IRILNVLOCATIONS. GO%fERSTALEONEWNS ----1135-------- M I-CONTOURELEVATONINTERVAL N. THED RMTONLT30RONTRAC OR SHAUCTION ROR <EI O PRgRLITIES IIJI L— CITY OF OAK PARK HEIGHTS EROSION CONTROL NOTES: E TARE RERACE MFYMLInssTHATARE DAMAGED DuwxccoxsrnucnoxATNoCOST DIANG CO - )MNAGOURELEVATIWLNTERVAL Z TOTHEowNER _ OwxacEARRow t RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. ]J o 2 THIS RTHANON MpU AeDAINING - 30.T FENCE /BpROLL-GRgpING LIMIT CL NPCES PFFAIR.CIXiTRACIORIS RESPONSIBLE FOROBTAMING PNY EROSION 'ERW..CONTRCTORIS I-EFO YEROS 2� F- CONTROL PERMffS REDMREOBYTHE GOY. .••` \•J INIETPROTEGTON a 3. SEE SHEETS SWI.O-MIS FOR ALL E0.05roN CONTROL NOTES, 0 < J ® Nal OESCRIPTIDNS,ANDPRACTILES. F- l Y = a. STABIJZED CONSTRUCTION ENTRANCE 1 ' x Www. whars below. 1.•IBL. l LD Z 0211 bet.. you dig. ® / - J_TT _T/T/ I 15'V 0 SOL' I II 1L—L1—LG IL_1L—LL—LG ,I ,x _ Y �V,..`I a _—IJ-1TS-TYP _ O HEREBY c..RI TINT Mrs PUN, 6PELIFILATION LLS P SEPAR IJNEPORT VNLfRMYDIRECT SSS D PNSEVP iANOTNI,TI AMADIAY LKENSED PRCFE6510NOL ENfiNEER IINDEA 11E Iq W 6 0a TIE STME Oi WME60TA. wre BENNNR u¢xearn 5BSY3 ISSUMMMM&SmX y I I I I I- I \\\Q A SPEGFIEDEROSIONANDSEDSMENTCONTROLPRACnCES,ANDMEASURES SWPPP NOTES: LEGEND: CONTAINEDINTHISSMPPARETHEMINIMUAREOUIREMENTS.AUg ONA1 1INy �S.n MLItt LOCAnONSSHOWN AREAPFROXIMATE. CMACT z PRACTICES MAY BE REOURED DURING THE COURSE OF CONSTRUCMK FOR IRILNVLOCATIONS. GO%fERSTALEONEWNS ----1135-------- M I-CONTOURELEVATONINTERVAL N. THED RMTONLT30RONTRAC OR SHAUCTION ROR <EI O PRgRLITIES IIJI L— CITY OF OAK PARK HEIGHTS EROSION CONTROL NOTES: E TARE RERACE MFYMLInssTHATARE DAMAGED DuwxccoxsrnucnoxATNoCOST DIANG CO - )MNAGOURELEVATIWLNTERVAL Z TOTHEowNER _ OwxacEARRow t RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. Q o 2 THIS RTHANON MpU AeDAINING •••••••••••^••••••• 30.T FENCE /BpROLL-GRgpING LIMIT CL NPCES PFFAIR.CIXiTRACIORIS RESPONSIBLE FOROBTAMING PNY EROSION 'ERW..CONTRCTORIS I-EFO YEROS 2� F- CONTROL PERMffS REDMREOBYTHE GOY. .••` \•J INIETPROTEGTON a 3. SEE SHEETS SWI.O-MIS FOR ALL E0.05roN CONTROL NOTES, 0 < J ® Nal OESCRIPTIDNS,ANDPRACTILES. F- l Y = a. STABIJZED CONSTRUCTION ENTRANCE 1 ' 6. SEE CRNIHG PUN FORPDOIiICNK GRApNGANDERO510NCONTRq. Www. whars below. 1.•IBL. xoTEs LD Z 0211 bet.. you dig. ® m J_TT _T/T/ PERIMETER EROSIONOONTROL� 15'V 0 SOL' S. CONTRACTOR IS RESPoM1SIBIE FQ2SWPPp IMPIEMENTA1gN, INSPECngiS. Nr - II 1L—L1—LG IL_1L—LL—LG EROSIONCONTROLBUNIET j INLET PROTEOTroN AT I' TRENCH DRAIN, WPwm am mc coxsrnucnaN J � � • 1 \l EWRANOE T I TPRO � L� �-EROSION Oej L .a�•��e�� r)� I � i x `\� \ a EP \\ R O U P xa•Sw's.nMN'L.n+ro•uuuewn .al w.ssm sureL su6.zoo htaN v.MwI auu Impmn 61M15W6a z LU = c� o L— w N Nr IL Z Q ¢ W 1 � � Q o Q3 CL N 2� F- o In = a U 0 < J 3 W F- = a. 1 ' J NN li. LD Z Q m Q N PERIMETER EROSIONOONTROL� o ,x _ Y 0 ATCONSTRUCTION _—IJ-1TS-TYP _ O HEREBY c..RI TINT Mrs PUN, 6PELIFILATION LLS P SEPAR j INLET PROTEOTroN AT I' TRENCH DRAIN, WPwm am mc coxsrnucnaN J � � • 1 \l EWRANOE T I TPRO � L� �-EROSION Oej L .a�•��e�� r)� I � i x `\� \ a EP \\ R O U P xa•Sw's.nMN'L.n+ro•uuuewn .al w.ssm sureL su6.zoo htaN v.MwI auu Impmn 61M15W6a REVISION SUMMARY SWPPP- PROPOSEDI CONDITIONS z LU = c� o L— w N Nr IL Z Q ¢ W Q o Q3 CL N 2� F- o In = a U 0 < J 3 W F- = a. J NN li. Z Q m Q N CL o Y 0 O HEREBY c..RI TINT Mrs PUN, 6PELIFILATION LLS P SEPAR IJNEPORT VNLfRMYDIRECT SSS D PNSEVP iANOTNI,TI AMADIAY LKENSED PRCFE6510NOL ENfiNEER IINDEA 11E Iq W 6 0a TIE STME Oi WME60TA. wre BENNNR u¢xearn 5BSY3 ISSUMMMM&SmX y REVISION SUMMARY SWPPP- PROPOSEDI CONDITIONS E' DVEWALL MV PPOhtt NYMSI : SUNIMPAVY IPM NOTE PENSION SUMMARY 1.EPMATTPGFIRMLEETAPARTTO EDM 9' ER03KIN STDP'fIXDOF MATTING KEEP MATTING FIRMLY PRESSED TO DR1E DFscwrnox BUREDINSLLTTRENCHAND SOIL TAMFal OO10LEROWCF ' STARES. PLACENAPLES2FEETAPAN —� iYPILAL SipREpB TOKEEPMATTMGFIRMLY J GAUGEWIRE PRESSED TO SOIL SWPPP -DETAILS i1 EROSION BLANKET � NTS SW1.2 ClvilSite G R O U P OVERFLOW ISXOFTHECURB cmlEgn�uysumyuq•L.w.apMvdwn W%HEIGHI FLLTERFABRICASSPECIFlED 68BI w. sSmsbeelsune2W S.I—PAF. MN MHI1 MITFLOWATTMC£ FILTER AS SPECIFIED miXaprwpmm FILTER ASSEMBLY EXISTING CURB, PLATE, am, FILL UPSTREAM BASE EDGE WITH AND GRATE EXIBTINGGROUND 2'OFDIRTORCCMPDSTT0 SURFACE z EMBEDROLL. £ DINECTIXMOF ROW m .• e 1—l' �P �\O WOODENSTALED ON GROUND. NSTE ON WHEN INSTALLED IND OQ JG !L FILTERASSEMBLVOIAMETERG PVM,SANDBAGS AND ON TOP . PROVIDE9MOBAG3 BEHINDMOONTOPAT BE C '�`c ONGRADE W AT LOW POINT ON.IPOG NOTE 1. COMPOST FILTER LOGS RBIO ROLLS)SNAL BE FILTREXX EROSION CONTROL SCXX OR APPROVED EQUAL ER 2. COMPOST FIUTO BE MADE FROM A COMPOST BLEND 30b GRACE 21SPEC 38361 AND 60% -TO% MIGwFIOW FABRIC PARTIALLY DEDO MPOSEDWOOD CHIPS, PER "GOT SPEC MIST 3. FILTER FABRIC SHALL BE GEOTEJOILE KNITTED MATERIAL WITH MW. OPENINGS Of W. NOTES4, IF MULTIPLE ROLLS NEEDED. OVENLPP SY MIN. IT AT ENDS AND STAKE. I. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 5. SRT SHA1L BE REMOVED ONCE R REACHES 80% OF THE HEIGHT OF THE RCKL OR AS DEEMED NECESSARY 2 CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM BY SITE CONTRACTOR TO MAINTAN PROPER FUNCTION. ` Z AFTER EACH STOMP EVLNT AND AT THE LNMPLETKIN OF THE CONTACT. ^L 3. REFERENCE APPLE VALLEY STANDARD PLATE Efl M Z CURB INLET FILTER%1 SEDIMENT BIO -ROLL /COMPOST FILTER LOG 1 `B CLu 2 0 NTS NTS 2 'Z Nr IL xFRwror,Eafaoen ,o PaoX,O sameLw Q W 2 35'R Q a ui O Q o Q3 w"- FILTER FABRIC WTH WIRE SUPPORT NET AS SPECIFIED. Z CaC QIX G IN iO CONSTRUCTION 3 mDI MTPOST AS V/ ` 0 O m APPA NO SPECIFIED. T�//�� WITg— j FILTER FABRIC AS SPECIFIED SECURE Q Z SUPPORT NET I2GAIGE 6'xM' TO WIRE SUPWRTNEi WIM p J Q L'l PLAN 35'R F WIREiOONEO ONTO META PREFORMEDCHANNELSON CLIPSI2'OC. W F TO CON&TRUCTIONAREA CRUSHED STONE W POSTS AS SFEGFlEO. = H d W �6'MIN k ANCHOR FABRIC WTH Y EXISTING 75 MINIMUM EXISTING GROUND SOL, TANBBACNFlLL i U UNDISTURBED FINISHED ROADWAY SURFACE GINS. ROW N Qa = j GEOTEXTBE FILTER 1'wGH,io- VRE GRADE FABRIC DwM � � LL DO P M CARRY MAESUPPORT MET GMM IMO TRENCH li O 03 1 TIE it ~I J aIL91 II I I I I I Y I— ME UPos BBo o.c L Q O PROFILE MAX SEDIMENT FENCE ° 0 �/1 A NOTES: J N T S Irv[a[evcERnFYTrarmscux. 1. PROWDEAPPROPLWTETTWVBLRONBE1VrEENSTMILREDCONSTRXnMENTRp.NCEANDMMMRSED ROADWAY SPECVICPigX, Oa RF➢dR V46 2 THE ENTRANCE SHELL BEMANLpdVEDIN ACONDMONWHICHWNL PREVEMTRACNING OR ROWWGOF SEDIMENT PAHIAA EYMEORUx4ERMYDPECT ONTO UNDISTUPBEDROAWIAT. THIS NAYREWINE PERIppIC TOP DRESBMG WTHADDTIINiA STONE g3ADDING FFVT OMANDTHATI MIA WLY MC SEDPNWESWONALENGINEER STONETOTHELENGTICFTHEENIRWGE VNDE0.n+E JAVA C£iHE siniE cf 3. REPAIR AND CLEMOUT MEASURES USED TO TRAP SEDIMENT MNNESG07XJX 4. All SEDIMENT BALLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHAL BE REMCV AS DIRECTED BY THE ENGINEER 5. FINAL LOCATION AND INSTALATICN SHALL BE COORDINATED WTH THE CITY PRIOR TO CONSTRUCMIN ACIMTES. NUMHAIaIla w.OSMQW .x.-59612 B CRUSHED STONE SHAL BE I-17 DIX CLOSE GRADED, AND W ACCORDANCE TO MNDOT SECTION 2116 STABILIZED CONSTRUCTION ACCESS ISSUEISuoBMTT-TALLSUMMARY NTS g' TAMPTHETRENCHNLLOFSOL 'A' BURYTIETWENDOFTHE SECUFEWTIHROWOFSTAPLBB, MAT77NGNATRENCH4'OR I0'SPACBIG.4'DCWNFROM MORE N DEPTH TRENCH E' DVEWALL MV PPOhtt NYMSI : SUNIMPAVY IPM NOTE PENSION SUMMARY 1.EPMATTPGFIRMLEETAPARTTO EDM 9' ER03KIN STDP'fIXDOF MATTING KEEP MATTING FIRMLY PRESSED TO DR1E DFscwrnox BUREDINSLLTTRENCHAND SOIL TAMFal OO10LEROWCF ' STARES. PLACENAPLES2FEETAPAN —� iYPILAL SipREpB TOKEEPMATTMGFIRMLY J GAUGEWIRE PRESSED TO SOIL SWPPP -DETAILS i1 EROSION BLANKET � NTS SW1.2 SWPPP REQUIREMENTS AND NOTES: THE CONDUCTOR ANDEL SUBCMJMRCRG MV0.V9 ARM1 CON5TRUCIKMACIMIY l4AT MEMBER GRE 50L UP WHO IYi1EMEM A PIXLNµi CON1Rp MEASURES CFMNm IN lE 5MN WFTER PgLUMW PREVENTNW FAM iNPTFI WSTDOMPLYM.TIHE PJAWINIMEMS OF ME NABORM.MU,JTgX D13CHARRE ELLAUTION SYSTEM RIMER) GENERAL PERM)T UM1mµGUST 1, CPS B AGEIICY NANNG NPLSOL^llgI COKEMNNG EROGW µDY01NEMATMCO.VTRIX. SWPPP BELMSITSM EDRFWIYT6PEPPESENRD IN TITS SET OF CONSTRIM UCN PUNS µD TMEHAnRE OTTILR PxOJECTROLL sPEaFlUnONS.SFE,E swEPNNNSEERµDswHFxuNATAENnAcxuENTACGWTRIxTMswPW RwurM FORWNENITER SITE SMANTNFPP SEASONC TENOHSAtlw LOUD COMPELS TF Es ACHE TO PEHYJRNT EROSION PMEYMpX µ0 SEgMEM CMIR0. SNpS. yTNONN Lf iPA3 ARE ATTACHED N M$ SYRFP DDCLMDrt. Ib FMN GARDE EOUL EVAND. RUST LL$CEO µ0MULCN (/ FOAOVE ACCWUI.TEO CUUMM" MGM BASK IMIND Ifl 1. GRPAFUND I INFITRATIJN B0.5ME TO ACT COMPACT M. W KRLTMTaN AN.I 19.WNENALLOCKETLnONgGTNIY IS LOWLETE gNDME 611E 56TAWLPEGBY EIIIERSEEOORSOMNROSCPPoIG. REMNE SLT FENCE ANU RE&OED ANY µEASdF.R. BY ME REMNk RECORDS RETENTION 1E SWAM IGMGPUL'JP COME)INCLUDING ALL d1N10CG N R, AND K6PECTKKS.0 MMNENANCE BEmPW MUST BE HOPI ATONE SR SUFWGCORSIRUCTM BY THE ARUITOE WHO MS CPEMML M TICCONTROL OF MAT PIHM OF THE IZE S. THEEWPPP LAN BE KEPT IN ETHER ME FOUGURN,E MINµ ON ARE YEIGLE DUMMGNORNM WOUNGMURS. AL_ OMNEMS)MUST NEEP ME SNWP, WRONG WRH ME FOLLCWYNG PDWiOML RECORDS. ON FILE 1. THREE (31 TEAM AFFECT SUBMITTAL OF THE NOT AN OBTAINED W SECTION MIS MALS NOTINGUDE ANY RdRM AFTER SUOMRAI OF ME NOT I. TFE FRALUP A. B AW DME, 6TORMMPTEER REUIED PFAWTSRE.. FOR MEMOUNT: 3.... OF All MSECMM1 ANDIMMENAWGB CONDUCTED BURNS CM PFULDIKNISEESECMNE 11. INGROU NMS ANDMVXIENµCEF A. NI PERMANENT OPERATOR NA WNIENµH AGREEMENTS THAT RUNS BEENMRFMBRFD, INCLUDING AL NIGHT OF WAY CDRTMC1s. CAVEXAvrs AND OTHER... XNWIPEUENIs REGMDMD MENSTRUAL MaxTEWJNL; AND 6. NIPFWMFD GLLpAATQVSFW DEW+HOFIEIEMPCRAAYAILPERVNNEMSIU0.WFATED MWAGEMFM SYSIFMB, SWPPP IMPLEMENTATION RESPONSIBILITIES'. 1. ME OWNER AND CONTRACTOR ARE ENMRTE£ISI AS OEACH. BY ME FROM PcMR. 2 COMPACTOR GRAIL BE PMP NNSIWE FOR NL CNGIM IMPLE MENTATKKR OF THE 6WPN. INCLUDE, ME ACIMIEM OF ALL OF INE DOMMCFORS SUBCONMCTION E ). CCMRCOTM AMULL PRONDE A PERSONS)MOMUDGEEELL WOE PERIEICES N THE AAPUCATM OF EFFUSION PMEVENTCN µD M' SEDIMENT COOL BNA TO OVERSEE ALL INSIµUTIONNtl MAINTENANCE OF RAAN I.IPMEMATPJN N THE SMART <, CONTRACT. PHI PROVIDE TERSO.YIS)MI71- MANNINGR000IINFMENR OF MO AIDES ERNN TO CONDUCT INSPECRON µO MNNTERMNCE OF ALLEMIJSI.N PREVENNONAID SEWERS CONTROL BMPS IN KCORC .RON ME REgBNMEMS M TUE PERMIT. ONE OF THEY KDMOMLPI NUSFBE WADABLE FOR µ .1. MO. NTNN7 2HOURE UPONREOL£STBY MINA OONTWCUN SHALL PRONOE TRDNNG NWMBR .FONTHESE IKSVWNIS)PSPEOUIEO AT HEARD GAUNT NT TIISTR4NNG WCU4NTATIONSMLLBERN AR]EC HORWRH ME AWPPfi3DUE ME ST.,OFCO.V)1RMIC,MAE SPA-' AS THE PERSONNEL FOR ME IAO.ECT HAVE BEEN MFEP W NEO OOOLWERATCN C. N3 LTf_'. 4A NAMES OFMEPER$pM AB50M1m-PRWECTTNTAREREQMPDTDBEMVNEDPERSECTm 21 N TXE EERNR. 11 MT-OSOFTMINNGANO NAUECFIN6M000RTANOEATm PAGAMIG,RNNING, 15 CWREU, OPTMINMG COARSE OR LKPMNM INCIUDINGME NUMBER OF 11LMA 0FippWIW. U FOIDMNG FOAL STABILIZATION µO TE,EA 10H CF OWARO(E FOR THE FROM PENMITMEONUENW EMOTED TO FWNOSH LONG TRM OPERATOR µ0 M4MDAMS(0 SI SO OF THE PERMWENT SCORN WATER NDaNMEN,SMMM' SWPPP AMEN) MENTS(SECTION 81: L ONE OF ME WOMWNSOE6CM9m IN MEN1213AM MEM 212BMANCTHER CURSED.WO. MOST URS ED..MOST COgER 1 4GNPIF CNW G -R5. CHANGES I!NOLYMG THE ME M A LESS SMMGENT SOUR MUSTMONDE A MTFICATM OESGtl31NEXMNIMEPFPIALEMMBMPNFFFECME fM11EHMEaVRAL1FRI5iIL5. 2. PERMTESMIiN$IOM-ESxPPT01NCLUMIOCMOMIORNOMIEOGWSg NE -OS YTOCORRECT PROBEMG IOEMµI. IFlEO OR )PEES ERUANONC WXEKERNERA CES GI IN GI COMANCCTON, oP%NNSUR WWRMNCEWEATHERWSElSo114WNDR SHVMPSIGNIFKEEFFECTONMEOISCW,MOF POWUARTST)SUR NME WATERS OR GROUNDINAT, x AI MUST AMENOMESVRPPTOINCLMEAOMa ORMODEMDWPSASNECOCSARYNCMRRT FRM WSOEMI9ODMODUMSMVA7IMSVPEREVERINSREC70x ORIkeSUGAIM$RY SMOWMEROR MEMTO R U M PF OR MF CA OFFMAALS WOYAT THE s WPPP 5 NOT EFFETE IN ELIMMAT MG OR l-FILICAMLY GME D.C. O POLLUTANTS TO OJMACF WATRS OR GROUNDWATER OR ME DISCHARGES ARE CAUSING ROPIER C44m'Si0.'APFq IXCEEIlMYF3 N.. N. NO.$ As POP. N M. 0.]OSN+O, AUDI 2)0RTHESWPRISWiCM516DENi W]INMEOBECTNESWAUSEPAMPR=- TAM BMP SELECTION AND INSTALIATION (SECTION 71l: 1. ERMREESUND IONG WSiMLL, µO DIN MCNSOMPOE DOTH GGL HIEEWH9PNWwMgPEMMiNAx APPMVR EMNCT'JNNNANMRµO WiWMODNCE WMXREIEVAM MANUF0.CRWE0.5PECRKAMpNSAND ACLFPIFD FH@EEMNGPRLCTICES. EROSION PREVENTION (SECTION 8): TUMAN YORPERNAY.Ml.ES OR SORES MM.M O NEMWi DAYS µIIS, CWNEGOTM TO A SURAWE WATER OR PROPERTY EDGE AND CCRUCHUCMIN UI HINT PPoipm OF ME MCXIEWpUNtY OR FEMMNENRY CEASES, S. TEMPoRARY OR PERMANENT ORCHES OR SONES BEING USED AR A MOMS T CONTMNFHT ERTEN TOWN DAWALM IGH WITH PROPEAY DESIGNED Rq%-0ITCH CHECKS. W ROLLS, SRT OFFS ETC) OO NOT NEED TD BE STABLI PEMATIEFS M ET STABdPETHEM AREAS WITHER N FIGURE AFTER THEIR USE ASA SEGMENT COMNM.EM META CEASES 1. PERMIRmS NIST NOT USE MULCH,M'pSNIAOK TACKIFU-. PoLYACRYUVGE M SMWt BROOM PHEASANT PLACTCi5 WREN ANN MR. OF ME XCWAN WETTED PERIMETER OF AIEMrYYVAY CR PERMANENT GRAPHICS DARMOR SWADMOTOR WITH A CONTINUING KONG M GREATER MAN B PERCENT. R. PERMRTEm MUST PRONDE TEAPMAM OR PERMANENT ENERGYDISWATDN AT ALL HAS OUTLETS NTMW N HOURS AFTER ONNECnM TO A SURFACE WATER ON PERMANENT SNPMWATER TRFAIMEM SYSTEFA R. PORN EESM TNOTDL OMMLN E,MVRWGIYHANCPNBEEFFECNJELYMSEC MDM NN -DM ACCOROWCE mm SECTOR II. SEDIMENT CONTROL (SECTION 9): FERUNFORM NVSi ESTABL 6N 6EOINENT CONTROL RAPS ON AL.OPTNC1tA0lENT PE RII.ERRS OF ME SOLE AND DOWNGnMIGHT ARErH AS OF THE SITE AT OWN TO PAT SUBMI WARML INCLUDING CURB AND GOTTEN SYSTEMS.FEPYlIEES MUST LC E SEDIMENT CONTROL PRACTICES UPoMDIEM OF ANY BUFFER ECNES. MUTTERS NODI INSTALL SEDIMENT CMTRIX?N ACTT MM BEFORE ANY UPGMMENT LARC-0RNRBMG ACT UTTES BEGIN µD MUST HER ME AMKZNT CONTROL PMCTCES IN PLACE LONL MET ESiAW . FERMI COVER. z V GGARCAAOIEM SEGKEM CONTROLS OPE MRMAAGEO. BARED ON ARGUMENT FAILURE OR EMEB9NE MAINTENANCE MQUIREMEMS. PERMIRES MUST INSTNIPMTIWIN UPGRADIEM SEDIMENT CONTROL MONTROSE OR RECANUAT BMPS TO ELININAIE ME OVERCOMING AND AMEHO ME EWYFF TO IDENTIFY MOREADDmJNN MAMONCE5 A5 R." ED IR'TW 6S 'M. E 1 MPORARY ON FfANAVEM UROl4GE WCNEB AND BETXMENT WINE CENGIED. PART OF A SENMENT CONTPNAFM SYSTEM IE G.,CO. WITH MUNRCHECR OPMSI ETRUNG MOMENT OUI RMCTICES ONLYAS M%ROFALATE"A ERE Go"Ll" N6. <. A 111. SET DOMAIN PUCEOIN ME WATER IS NOT ASEAM EM CONTROL. BMP TO MAURY RDA 93 EXCEPT AN EN PROGRAMS ON A SWRELME OR MOIN ME WATERLINE. MIFDNTMY AFTER ME SNORT TEINCON51M1C0yl XML. (EG. N..OF MP RW HONGTHE51ORF11NE11. TINT µFATS COMPLETE, PEEOURTME5 MU5iL 9. AN IIp.M'G PICCMR. PRACNCE IF EWFMD SALE STILL DRAW MA WflFALE WARN S PERMPTEMMOST RE -INSTALL ALL SEGIME HIT CONTROL NNCONCES I ORREMOVED TO AGOCIMWATE SHORT -FORM ARMIIES EUCH AS CLEANNG OR GRUB&ING. M RAMGA OF V<NI ES, I.A. AFTER TR_ SHORTABURN ACFMtt S COMPUTER .MAMFMFS MUST PEYNSTALL SEDIMENT CONT0.0. PRACTICES BEFORE THE HEMPP£CWfi AYgX EVFM EYENTME &gRi.R-RMACIMIYISMi WMHFIE. 6.1£RMmEEBMJSTPROIECipLL 61OM pRVNhlE5u51xGPFRLPMAlE8AP50uPRNGtlAGIPULTpx MMIILMEY EsWAgEPERJAWExrWY£RmWµF/5FIMPOIENTLLFI UIFARGMCTOMEWC ] FERMmEES MAV gEMOYERGEi PRO1SlKNN FCRAPµ11LUMIMEIIfAMSCfeICMFEIYLONLE1011E,.STRESS, ROODMG'FPE£ONGIISfl1EN11FffOBYINE M1tlMRF£SdLTHEAM6OCT0.NYAVMdtl1YIEG. anKWN nrtoWNSWFMNNFSOIAONPPIRNEnTOFTVNSPoaiATOX mGWEFRl PEM.IIIIFFSMI5i COCMLrd1i ME NEED M TM. -ES FM REMOVAL IN nE S HLT FE S MVSTPflONOE51LifENCE00.GRAIN EFGECTNESEDIMENT LMTR0.6ATMESAM CFSTAMPINGS M MEROWNGMOEMFEME IFR i FERIAmE£EMUST LOCATE ESUM OURB i£C4INDLRVI EMSUN ESSURFACE WABANK N FLUID, MORRAWMI QNVEYAYCFSSIICNµCW NB CMRRP SYSIEUSVNE56MERE 6ABMP55 NOALE FORME SiCNIM'AIEA ID. CPETRAIMERES ONSTRUCTION PAINFUL ONONTOEMLIFTRAMMING MUMARBL9 TO UINIMQE ME IWLNBUT 0FSE0NEMiROMME CONSTRUCTION NNIESE LMORAYEDRPNs WTNMMESITE II.pENM OBURAT KESTVREAT ErSW$NNGSVEMCIETMCGMG SAWS ARE HOT ALEgUTEiOpPEVEMSEO&EM MPLMNGOrtO1XOUGHIN . 2INAAF )FES OF SEGMEMRASINSASREWIREDWYLT]N+R. IS INµ CAREM ARNANF SE 0 WHERE FMNYEGEigMT_SDABILWnONWLLOSMR PFI DMUSTRESINCi YEXM]£ 4N E W NMEM USE TO MIX W TM $O1 CO1pALTIM. 14.MST uUs, PRDE,VERNSOL O.viNEsM TO. INFEASIBLE. AMU L.6. ERMTTUS MUST MERSOSCMRGCTFROMEMIRSEOER OR A BUFFER MNLES6INFUSBION H IB EWiTDIAGRAMS REDUNDANT WOMUSKE) E)AMMETER SOMME HIT RANKS BUFFDOUG MIEN A ABUFFLTEDER IS 1L GMTHIEONUM. ANDREI'E)COV&EIPiINNAMER SEOMEMCCM ROLICAR TO ESUFFEEUCEMNA IK PM117ES MUDEETOFTE MROMETS MOR INTUTICOBMCESA LEAST ET UP MART 3NME NEG ACEWAFER. AVAILABLE INSTALL EFFERSA SE DIMENTL ARM LEA ST 6FEF) 7MEUMESSIAMim BY ULRCFPSOONER SPPCE.NAATLM ATER BUFFERS µF NOIRIF R,ST RMDADJACENT TO UN AFT9 A D CNES.NT UR WORDS,PRESET ND MCNES, 6T01W WATER CONVEYNIL MUST DCABOA,RMEMAGINSIN THE ARRAN MEET MINGE. W N A FERUALART MONSOOFFER IS N CONROLI ERNUMI A WL'JMNMEMA11F.IMESVMRS4EEIPKKGRAPFLUHOWIiFRMETFRCORPOLIi IXSYAUEO F' A M W HER TNA' STINKS Nl5i0RMNAlE0. rpascxARGE DEWATERING AND BASIN DRAINING (SECTION 10): 1. ERYmED MOST 015CW3W0 TUPSM M YdMEMLSEN WPTERM RELATED TOCEWAIEWXG OR WIN DAI MU wuPm GSOGRI TPExawgcX CUTS 1. MANNA AM 10 A MA. ON PFRMMMI1T MOSLEM, EMSw M THE PREMIUM MITE LANDS INFEASIBLE. PERMBTEES MAY ARMAGH TO AUDI WATERS IF IXEY NI MEIX TO WAS ABSOLUTE MERMENT MS BEEN OBTAINED AND HULDANN OINORNME ISE MIXN RT%O@tq MR 4 WIL PDT RESULT FEW MO DISCHARGE, IF PENTON IS CAN NOT DISC RANGE ME WATER TO A 6FMMULATW WIN PM^, NEH 1. A SURFPCE WARP, COMPUTERS MUST MEAT N WAR MRRWMAIE BMS SUCH TMT NE DISCHARGE DMS NOT ADAr ME LY AFFECT ME SURFACE WATER OR DOYMSNNUME MOPEAM9. 2. IF PERMRRES FAST LEONARDO WATMA WNTNMVG M ON CAUSE THEY MUST 3E ART MANAMA SEMMTMOR NMMUE2PATpNDENCEPOS, CARTNDREEARS.ABWRBEERSAD51 EROSI 2. PERMmEEs uuSTMCRFGGEN.LwPTERFRg10EwAnANNG oR R651. ONTVGADMITNSNANVNERTMTMES NODC415E-RPOSIMMSCWP.INIEIMMON,EY]CN MDSCHµC£PCIMSORINUNMnMCFWETMDSW ME INMED Al NGxRYADISCHARGE POINTS TWT GROW 9GNNOAK ADVERSE INUM TO ME wENNO. 4.IF PEEPROADITSES USE ERRS NUM BAGIWMX WM RU TEN UNIFTM1A TIE BACAW0.41 wAnA AWAY mR L440ML. RETURN ME WAMPUM! WATER TO ME SEGRNING N ME nEAMENT PROCESS , UP NCgRPoM\TE THE BACNWASN INSPECTIONS AND MAINTENANCE (SECTION 11): B FEMImEEs MUST 1. CMNEMIJOIGN SIR ANKLE gRLOCAnoxS, ANSI ARO CURB AND FLUTTER USTME mMW MD ILWLMrt TO TNG PRNR] FM EERMAGN TKOR FRW FROSNM ON ED SmIMEM 1. ✓tl... fEMR]IEEEMUST EE NOSEDIMENT FROM NL PAYED WREAKm S MEN CYE N L CALENDAR IENDAR DAY DOCUMENT ON,F APFURNALIWPMN A BROADER TIME TO AVOID A SAFETY HAEME TO JEW OF PUNIC STAGED. G REEMERGES MOST AGAIN PcPpNdl51WRFMEN]Ell FEMYFIERCCATROL DENLES KIIBRIXEYMLWE NMWNCROMN ON THEM MEM NUMB US OF THE FORM OF THE DENCE. ]. EflMREES MJ ST MA4 TELPoPWYAW P. ..MSN3 µDPERAM. MESEMMBMWNEHTE MANN, N NEDLV ENT COOLED. IN ME NSM IEAGMES 1O THE 6]OMH VOLUME B AMNP]EFS OF, GAJME THAT AT MEIM]ORE MDMOUN PRESENT MITE BPR AM AV0.ARLE TO THIS MODEM NR W.ISI"A"...1N ]RWED MTMEM DUTIES DESCRIBEDWITERP113B, A FFLMPTEEM MAY IN. MSPECTON BOREHOLE DESCRIBED N MM MORIAS FORMS a NYmPCNE CFMNS WIIXFEMMYEXMCOYERG40_''PEWCDT)OKEPFRNQ4IM. 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MJLasxM10EAPR®AT BI" L WVENC£(t T1NSPERACNi OE sRUw WLG1) SOME TW1MFRi TRAINING SECTION 21 DESIGN ENGINEER MATTHEW R PAVEK II TRNNWG COURSE DESIGN OF SWPPP TRAINNG FMitt: UNIVERSITY OF MINNESOTA WSTRILI JOHN CHAIRMAN TOTAL TMINWG MORS: 13 RELERMFICAT4^N: YPQp1D(R HOURS), SLOP. 51 AREAS ANDQ UANTITIES: OWNER INFORMATION HAMPTON COMPANIES 1s24 BUERKLE RD MIM BEAR LAKE, MN 55110 CONTACT: DAN BROVAN 61 ITEARGCAI0IAATONS EXISTING CONDITION 05 OU- EXISIINGWNOTION P0.0Pf6m CONgTON BULgNGCOVFM(£ 04 OlK 3113951F 1181E IRAVU•£NA OSF O.OX 59,SC SF am NON4kAflEAENJTS 2Kl®SF loom V3,357M 5, m. TALSITEARFA 2glex =.a 2,0.135E IMORH IMPERVIOUS SURFACE EXISTING CONDITION 05 OU- PROPOSEDWNDITION 94IBi sF 31.4Y DIFFERENCEIEXV51PROP. gQnss: 39.45 9R09 ON WNTROLOWNTTIES g5TL4BEDAREA 1E7AIS SF sILTPENCvEN1 ROLL ;OBDU EROSION CONTROL&ANKET D9 INETPROlFC11OT DEVICES 8FA N01£: QUANTITIES ARE FOR INFORMATpNAL PURFOSES MY. CONRUCTOR SHA DETERMINE FOR THEMSELVES THE ENACT QUAMRIES FOR BIDDING ANO CONSTRUCTION. SWPPP CONTACT PERSON CONTRACTOR: SWPPPINSPECTORTWUNWG: ALL S W MT MSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS ME TF W NI NG REDUMEMEN3 OF TH E KNOBS CONSMlKTION SITE PERMIT. TRAINING CRODENTAUS SHLLL BE PROVIDED BY THE WNTMCT ANDKEPTMSITEW'NNTHESCOPW PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENTSTORMWATERMANAGEMEMMWTREWIMDMPAR THMPRWEUMMEETNPMESWRMRRMUIREMEWS.THE PRCPERFUMNER IS RESPONSIBLE FORME LONGTERM OPERATION AND MAINTENANCEOF THE PROP0.5EDSiORMNAlFR5Y51EN SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SHALL ORTAW A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL BIWW PACKAGE ATTACHI A CONSTRUCTION SVfi'Po TEMPURAS- SITE SPECIFIC SWOP WCUMEM ATTACHMENT, CONSTRUCTION MORMWATERINSPECTM CNECIQNT ATTACHMENT C. MAINTENANCE PUN FOR PERMARENT SUDAN WATER MEAMENY ISSUING ATTACHMENT D. SMI MWATER MANAGEMENT REPORT. ON FILE AT ME 01 OF PROJER ENGN=ER ADMABLE UPON REQUEST. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: MESE NOTES SUPERCEDE ANY GENERAL SWPW NOTES THISPROJECTISGRELAAMTHAN I.GXMSWMNPDESPERMRISREOJIRWMDNEWSTOBESUB]AREDTOTHEMPCAME PROJECT NARRATNE: PACTECP IS DEYELOMENT M AN APARMRM BLARING EDM ASSOCIATED WRONG. MORRO. U DESLOPNG, AND UMLTYILF0.0VEMENIS. PRESERVING A SB NATIIRPLN6FER A4OMD WATER COOLIES IS NOT REGULATED AS PART OF THIS PROJECT BEGAUSE WATER BODIES ARE NOT LOCATEDW SBE SOIL CONTAMINATION NARRATNE: SOLS d191E NAVE NOT MEN MUTINOABCCMMENARO. $ONCE NO CORAMINFUN F115. TS. WFILTMTM E FMp&EAM LONG AS SAL TPEISCAD'JCIVE TO WF6TUTM. SPECIAL WDL OMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): THIS PROJECT IS WITHIN NE MM FROM LONG LAD.M WARNED WATER BMYPER THE NPCAS SENN INFORMED WATERS MBF. ONG LANE l6 RAMPING MR WTNERS, BECAUSE MESE WARALSARE LCGTDWIMW ONE BREOFMR_ WS MORE AS DEFINED IN THE WSM PERMB MEMSSISANDaIOAIFLYTHESEAREASPORAGR S: L OURINGDOMETTICTIW A HW: OF AM_ IMPOSED SOL MEAS MOST M INIMTEO RABBI TO UNIT ML EROSION BUT W NO CASE COMPETED LATER TNN SEVEN M RAYS AFTER ME CONSTRUCTION ACTRA Y W THAT PORTON N THE SITE HAS TEMPORARILY OR PERNALAWLY GRAMEM. 6. TMMBNA YSEWENT B4IIR NEWIRELENTS MBO MOU W SECRN 14, MUST M USED FM COMMON DMIMM LOCATIONS MALT CER+E AN AREA MON FRE OR CR MORE ACRES DISTURBED AT ONE TANS PERMANENT STABILRATION NOTES SITE SPECIFIC: PEMWEMSEEDMG FOR THEN PROJECT MI AREAS MAT ARE NOT TOM WOCEO ORLµ05CAFFB SUNLL RECENEAHU ME FERNAMEM SEED OM •• APFAS IN BUFFERS AND FMACENT TO OR W WET AREµ MNWT SEED MIX M OBI D1CRMWARR SOUTH AND WEST)AT 3 UP ER ACRE DRYµEI$YNCOiSFFO MESSY21M4YP0.AIUEGEHERPLIAT4BLERPERMa •• MA,d1FNANCE BXPll BE WPCCORMXCEM iHEMNDOTSEEIMVGANNVFL G R O V PA .W Eny MAN W."U.NR'GAISM SLauyPVzN S11 AN+•mn WNMEUM_ 6IHNATOB O SWPPP - NARRATIVE SWU ATTACHMENT Aa SITE SPECIFIC SWPPP DOCUMENT PROJECT NAME: OAK PARK HEIGHTS APARTMENT PRODECTLOCATON (BRIEFLY DESCRIBEWHERE CONSTRUCTONACTIVI Y OCCURS. INCLUDE ADDRESS IFAVPIIFBIE.) REDRESS. SBTX ST CITY OR TOWNSHIP. OAK PARK HEIGHTS STATE. MN ORCODE: IMM Pll.CITES INHERE CONSTRUCTONNALLCCLVR PPRN HEIG AL. CWMIESNMERE CONSTRUCTON IMLL COWS. WASYNGTON PLL TOWNSHIPS WHERE CONSIRL'CTON WILL OCCUR. WA PROJECT SUE (NU MOLR OF ACRES TO BE DISTURBED): 3A PROJECTTYM(CIRCUEODE) I ESICENNLL NMERCINANWSHUAL ROAD CONSTRUCTION REST BRD GO=CVCTON 0THER(CEECR19E)XKKOY. CUMUTAT V E NPERV W US SURFACE (TO THE NEAREST TENTH ACRE) EASTNGAREA OF IMPERVIOUS SURFACE'. 0.0 POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE 21 TOTALNEWAREAOFIMPERVIOUSSURFACE. 3.1 RECEIVING WATERS SOILS INFORMATION WATERBODYID NAMEOFWATERBODY I WATERBOOYTYPE SPECIALWATERY(YRJ) ANCRGOSILTLOPM IMPARIEDWATERMNI MAWOMEN LOAMY SAW LONGUE VCRPINeU'E TTGgTCX OR SWPLEI N Y INFILTR nT MDSMMEWREMOVALONTE51TEPRIQQTOOFFSITEgSCH .IJNIEESINFF BIE(EG,MRECTSTORMWATERFLOWTO WILL BE U NED BE MHEIS STABILIZE TBESTA TCESTOSTABIUZH THE AFTERGMEE PERIMETER ACEWATE LINEAL FEET OFTHE PROPERTYEDGE ORTWOdENEUTCNT OF CHARGETO INTWITPO OFTXEDITC ERS T BESTARGESTBIUZED WITWNL XOURSPFTER1NORK `V LIFTER R(+'EB TOSPECIAL KIE MA IN WATER RSETRI TSDNS' ALL OTHER REMAINING ORP PORTIONS OFTHETEMRMANE OR PERMANENT IRFACERED OR FTH AH ATILT CONNECTING TOASURFACE WgTER, PROPERTY EOC£PND CWSTRUCTON INTNATAREA HAS TEMPORARILY OR PERMANENTLY CEASED OAS WATER,TY EMEESTRIC STR.PLLO IN THAT THAT IMPLEMENTED AT THE SIRE DURING TING O G DATES OF CONSTRUCTION W NSTRUCTICN START DATE: OYMR ESTIMATEOCOMPLERONDATE: (*ROZL GENERALCONSTRUCTONPROJECTINFORKA"ON DESCRIBE THE CONSTRUCTIONACTIVITY ryNHATW BE BUILT, GENERPLTMEUNE. ETC). APARTMENTBULDING,g SUMED16Mp CONSIRIICTONPERIOD DESCRIBE SOIL TYPES FOUND AT THE PROJECT SANDY AMUNIT SYMBOL MAPUNR NAME 49C ANT. SILT LOAM 49 ANCRGOSILTLOPM A54D MAWOMEN LOAMY SAW ATOMOF DITCHEDWMADE WETTED PERI METERS (IATETHAT MULCH, HYDRAULIC HY FlEgS, DROMULCHES, ETC. ARE NOT ACCEPTABLE STE LOC1ITON MAP -ATTACH MAPS (US. C£OLOCM SURVEY 7.5 MINUTE DUADRANGIE. NATONK WEIIAND INVENTORY MAPS OR EQUIVALENT) SNOWING THE LOCATION AND TYPE OF ALL RECEIVING WATER$, INCLUDING WETLANDS, DRAINAGE DITCHES. STORMWATER PONDS, OR BASINS, ETC. TWIT WHL RECEIVE RUNOFF FROM THE PROJECT USE AMRGYS SHUMNG THE DIRECTION OF FLOWAND DISTANCE TO THE WATER BODY :s BEST MALAGENEW PRACMIES (IMPS). INCLUDE THE PMING FOR NECESSARY. INLET BMP'SSUCHASEROSION FORALLERO610NPREVEMWMDSEDM WM NTROL& S(STA SEE PAGERAHS DRAINAGE AREAS LOCATED LNTHIN PROJECT IJMITS. STATE OR FEDERAL REVIEW OF THE PROJECM NO R. CHAPTERS 7O50 AND T NO TOTRMMNG IMPAIRED WATER HAVE AN APPROVED TOTAL MANMUM DAILY LOADS(TMG.) WTH AN APPROVED WASTE LOAOPtLCCATW FOR CONSTRUCTION ACTVTY YES IF THE WE HAS A DISCHARGE POINT WTHIN ONE MITE OF THE IMPAIRED WATER AND THE WATER ROWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL THE ADDITIONAL PS &NIN SECTION 23 MUST BE ARCED TO THE SWPPP AND IMPLEMENTED OEM, THE ADDITIONAL BNPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT GRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS, WA & IOENIIFY ADJACENT PUBLIC WATERS YNIERE THE MINNESOTA DEPARTMENT OF NATURAL. RESOURCES (UNIT) HAS DECLARED'WORK IN WATER RESTRICTIONS' WRING FISH SPAWNING TMEFRAMES WA SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION IIS 1. WILL THE PROJECT CREATE A NEW WMNATVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACM1 YES IF YES A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IWERM WS SURFACES MIST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT T W UGX INFILTRATION UNLESS PROHIBITED ME TO GM1 OF THE REASONS IN ITEMS 144 TIMOUGHT 161t IF INFILTRATION IS MG-18ITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (EG. FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REMONAI ECHOING OR EQUIVALENT METHOD 2 DESCRIBE MICH METHOD WILL BE USED TO TREAT RUNOM FROM THE M1EW IMTERVIWS SURFACES CREATED BY THE PROJECT'. INCLUDE ALL CALCIRATOVS AND DESIGN INFORMATW FOR THE METHOD SELECTED SEE SECTION 230F THE PMMR FOR SPECIFIC REQUIREMENTS ASSOCIATED WTH EACH METHOD. INFILTRATION I REGIONAL PONDING CALCUTATONS ME WTXIN THE STS STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT O A IF ITIS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THIS WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCWOE PROMWITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTAUATON OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WLLBE IMFLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATER& (ISAT IT IS NOT FEASIBLE TO MEET REQUIREMENT FOR WATER gINITV VOLUME STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CCWRO.S IMO THE PERMANENT STORMWATER MANAGEMENT $YSIEM WA —._NG. ____...__..–., -T EWERSIM M. TC)BEOREORKBE OPE GNtNNG, AND OTHERCGNSTRUCTON PR4CTICESTO MIMMIIE EROSION. DELINEATE AREAS NOT TO BE WORKBEGINS .T FENCE, ETG)BEOF HE SITE U GSOLOGILSNSDSOIL SITE EROSION BWLNEBEING ITHETCJ'. 'ANG MULCH BIIES(E l.S MULCHES, REQUIRED, LCHNLOEROyW BWLKEE WIN PERMANENT SODW IANOS SLOP TC.) eW1 W. 95 P]Tx45uie tW 'a L —.1.. ft,I ..iMupaP.mm IGHIGHRM ALONG ETC Y. CONVEYANCE CXPNNELS PNpgT CFWINELg1T1ET5(EG, CHECK DAMS, SEMMENTTRAPS, RIP RAP, ETC.). 'RAP T CHANNELS AND AT CHANHPERMMITS HE G. CHECK SI RIP RAP. AT CHANNEL. ATOMOF DITCHEDWMADE WETTED PERI METERS (IATETHAT MULCH, HYDRAULIC HY FlEgS, DROMULCHES, ETC. ARE NOT ACCEPTABLE VCRPINeU'E TTGgTCX OR SWPLEI DISSIPATION AT PIPE OUTIETS(E.G., RIP PM, SPLISX PADS GASIMS, ETQI INFILTR nT MDSMMEWREMOVALONTE51TEPRIQQTOOFFSITEgSCH .IJNIEESINFF BIE(EG,MRECTSTORMWATERFLOWTO WILL BE U NED BE MHEIS STABILIZE TBESTA TCESTOSTABIUZH THE AFTERGMEE PERIMETER ACEWATE LINEAL FEET OFTHE PROPERTYEDGE ORTWOdENEUTCNT OF CHARGETO INTWITPO OFTXEDITC ERS T BESTARGESTBIUZED WITWNL XOURSPFTER1NORK `V LIFTER R(+'EB TOSPECIAL KIE MA IN WATER RSETRI TSDNS' ALL OTHER REMAINING ORP PORTIONS OFTHETEMRMANE OR PERMANENT IRFACERED OR FTH AH ATILT CONNECTING TOASURFACE WgTER, PROPERTY EOC£PND CWSTRUCTON INTNATAREA HAS TEMPORARILY OR PERMANENTLY CEASED OAS WATER,TY EMEESTRIC STR.PLLO IN THAT THAT IMPLEMENTED AT THE SIRE DURING TING O G CONSTRUCTON(EG., CONSTRUCTION PHASING, MINMIDNG SqL gSTURBWCE, TNG SLOPE UNITED M,RRACININGSI EUT NTS INOTUMTEOTO:MINIMILNSITE MANTRE WHENPOSSIBLE. E NTS IN APFENq%A PART C 3 REGARDING MN NTPINING A t W FOOT BUFFER ZONE OR INSTALU NG R E W M1LW IT BMPS FOR PORTIONS GF THE SIM WA IO. IF AIWUCM-E, DESCRIBE AM TIONAL EROSION PREVENTION SALE PS TO BE IMPLEMENTED AT THE SITE MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS BEgMENTCONTROLPRACTCIES (SECTION&11 DESCRIBETXE METHODS CF SEDIMENT CONTROL GYPS TO BEIWILEMENTEDATTHIS SITE WRINGCONSTRUCTCN TOMINIMIZE SEUMENTIMPACTS TO SURFACE WATERS, INCLUDING WRBAND GUTTER SYSTEMS 1. DESCRIBE MET IDSTOBE USED FOR DORM GRADIENT PERIMETER CONTROL BILTFENCE WILL BEINSTALLEDPRWIOTHE ENTIRE PERIMETER OFTHE SITE 2 DESCRIBE METHWSTO BE OSEDTOCONTAIN SULSTOCKPIIES: SEEDA20 MULCH AS WELL AS EROSION CONTROL BLANKETS WALL BE URUZED AS NECESSARY S DESCRIBE METHODS TO BE USED FOR STORM GRAIN IMETPROTECTON SEE ITU TPROTECTION DETAILS ADESCRIBEMET MSTOMINIMIZEVEMCIETRA WATWNSTRUCTONMTSPN0STREETSMUIWGA VMES: TIEMWEUWLLMLIZEARO5KC STRUCTWENTWNCE 5. DESCRIBE METHODS, IF APPUCM-E, ADMDONAL SEDIMENT CONTROLS(E.G, UVERNON BERMS) TO BE INSTALLED TO KEEP RUNOFF AW Y FROM PLANNED INFILTRATION AREAS AMEN EXCAVATED PRIOR TO FINAL STASIUZATON OF THE CONTRIBUTING DRAINAGE AREA SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRAD!W TO PROTECT IIFILTRATON AREAS. 8, DESCRIBE METHODS TO BE USED TO MNIMIZE SOL COMPACTOR AND PRESERVE TOP SUL( ESS INFEASIBLE) AT THIS SITE DOM TRACKED EQUIPMENT WLL BE USED. TOPSOIL WALL BE STRIPPED AND STOCKPILED T. DESCRIBE PVNS M PRESERVE A SGFOOT NATURAL BUFFER BETWEEN THE PROJECTS BOL DISTURBAWE AND A SURFACE WATER OR PUNS FOR REDUNDANT SEGMENT CONTROLS IF A SEEM IS INFEASIBLE: DOUBLE RONOF SILT FENCE WILL BE INSTALLED ALONG WET -ANO. PROJECT WILL HOT DISTURB WITHIN 200 FEET OF WETLAND, S. DESCRIBE PIANS FOR USE OF SEGMENTATION TREATMENT CXEAYCALS IS G. POLYMERS FLOLCUIPMS, ETC.) SEE PAST 9.180F THE PERMIT WA P. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT SMN WE TO 10 OR MERE ACRES CREWING TO A COMMON LCCATON OR 5ACRES OR MORE IF THE SITE IS WTIIN 1 MILE OFA YES IF YES, DESCRIBE (OR ATTACH PIANS) SHOWANG HOW THE BABY WU-BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH SECTION 14, PROPOSED FILTRATION BASINS WILL SERVE AS TEMPORARY SEDIMENTS EARNS THAT WLLL TEN PE CONVERTED TO PERM4JENT RLTRATONA BASIN$ DEWATERING AND SAN. DRAINING (SECTION 10.1) 1. W U -THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING±NO IF YES. DESCRIBE MEASURES TO BE USED TO TMATDISPoSE OF TURBID OR SEGMENT-IFDEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 102 THROWN 1O.A OF THE PERMIT)' WA 2 WLLTHE PROJECT INCLUDE USE OF FILTERS FOR SACKWPSN WNTERI NO IF YES, DESCRIBE HOW FILTER BACKWASH W MR WILL BE MANAGED ON THE SDE OR PROPERLY DISPOSED R05). WA AOpTONLL OMPS FOR SPEOM1 WATERS AND DISCHARGES TO WETANDS(SECTION Ml) I. SPECIAL WATERS.DOE$ YOUR PROJECT GSCRAMS TO SPECULL WATERS±YES 21F PROXIMITY TO BEDROCK OR ROAD PROJECTS INH ERE THE LACK OF RIGID OF WAY PRECLUDES THE INSTALLATION CF ANY OF THE PERMANENT STORMVMTER MANAGEMENT PRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRD CHAMBERS IS REQUIRED PRI OR TO DISCHARGE TO SURFACE WATERS DESCRIBE WMT OTHER TREATMENT WILL BE PROVIDED. WA 3, DESCRIBE EROSION AM SEDIMENT CONTROLS FOR EYPOSEO SOL AREAS WTH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS. MO TEMPORARY SEGMENT BANNS FOR AREAS THAT DRAIN FIVE OR MORE ACRES USTURBEO AT ONE TIME TA OESCRIBETHE IMGBTIAVBFD BUFFER ZONE TO BE USED (HOTNESS THAN 10) LINEAR FELT FROM THE BALDLY WATER) Wq 5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WLL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE t, AND 3YEAR 3ANOUR PRECIPITATION EVENTS REMAINS THE SAME WA 6.DESCRIBEXOWTXEPERMANENTUMMWATERMANgC•EMEMSYSTEMWLLNNIMIZEPNYINCREASEINTHETEMPERA TROUTSTREAMRECEIVINGVMTERSRESULTNGINMEt, AND 2 -YEAR NHDU R PRECIPITATION EVENTS. WA T. WETLANDS, DOES YOUR PROJECT OISCHARGE STORMWATER WTH THE PoTENTPL FOR $IGNFlWiTADVERSE IMPACTS TOA WETLAND (EG, CONVERSION OFA NATURAL WETPND TOA STORNWATER PUNDIT YES OR NO IF YES. DESCRIBE THE WEIWND MJTGATON SEWENCE THAT WLL BE FOLLOWED IN ACCORDANCE WTI SECTION 22 OF THE PERMT WA INSPECTIONS AND WYMENANCE (SECTION 11.1) DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE • ONCEEJ4 HOURS AFTER A RMFANGACTWGREATERUCTK BEIM • WT11N2AXWRS ARERARNIFPIIEVEMGRFATERTiAN O51NCHE$IN 24 HOURS, AND WMN(T)DAYS AFTER THAT RCN. 8, DESCRIBE SPILL PREVENTION AND RESPONSE FOR PUEUNGAND EQUIPMENT OR VEHICLE MAINTENANCE EMPLOYEES WLL BE TRAINED IN TECHNIQUES DESIGNED TO MIMMIM BRILLS, VEHICLES AND EQUIPMENT SHALBE CHECKED FOR LENS. T. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHCIE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEC-REMBNG ON THE SITE ALL CONSTRUCTION VEWCIES SHAUL BE WASHED OFF SITE 9 DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES W NOT CONTACT THE GROUND ALL CONCRETE WASHOUT SHALLCCCUROFF SITE SEOIMENTOS,J): Of. 1 ISSWJSUSMITTAL SUAIMRY 1 REVISWN SUMMARY ATTACHMENTS SW1.4 71 ATTACHMENT B: SWPPP INSPECTION FORM NOTE: THIS INSPECTION REPORT DOES NOT ADDRESS A -1 -ASPECTS OF THE NATHWALAPOLLUTANT DISCHARGE ENMINATION SYSTEWSTATE DISPOSAL SYSTEM MPCES WE) CONSTRUCTION STCRMNATER PERM (PERNI T) ISSUED ON AUGUST 1, 2018. THE COMPLETION OF THIS CXECKUST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS PRE IN COMPLIANCE, IT IS THE RESPONSIBIUTY OF ME PERMITTEE(.) TO READ AND UNDERSTAND THE PERMIT REOUIREMENES. FACIIfTYINFOWMTOM SITENUAE .ITEAODRESS-. PERMITNUMBER: a, STATE: APCODE: INSPECTION INFORMATION PHONE NUMBER IS THE INSPECTOR CERTIFIED IN SEUIMFNI AND [NUYUN INN I NUTANU lb I I w.:umwl• IS THIS INSPECTION RO)U NE OR IN RESPONSE TO A STORM EVENT: TIME RAN ❑ ❑ :S WE WAMWNT QFAP LMILE O): :S WE FOU CNEAERLYMILEOFSPECIAL ORIMPNREOWATER THATCAN POTEMIPLLV IFYES, FOLLO'NSECTW 33 PND OTXERPPPLICABfE PERMIT REWIREMEMS NOTE :IF WAIS SEIECTEDATMT TIME, SPECIFY WA1' INTHE COMMENTARFAFORTHAT SECTION. EROSION CONTROL REQUIREMENT (SECTION St) WA 1, ARE SOIL. STABIUZED WHERE NO CONSTRUCTION ACTMTY HAS OCCURRED FOR iA DAYS(INCWdNC STOCH%UES)? ❑ ❑ ❑ a DAYS WHFREAFALcABLE. OR ZI HOURSOWSMG MINNESOTA DEPARTMEMOF NATURAL RESOURCE. IONRI ASH HYDROMIJUM, TACWFlER, OR IF THE SLCEE IS GREATER T W COMMENTS: SEOIMEM CONIROLREOINRFMENTS ISECTON B.tI N WA COMMENTS: �NFERANCEANDINSPECTONSIS N WA IF YES, RECORDTHE LOCATION CFALL PUNTSOF DISCHARGE MOTWRAPHAND DESC W BE THE DISCHARGE WE. COLOR, DOOR, FOAM. OIL SHEEN. TIME ETC) DESCRIBE XOWTHE DISCHARGE WILL BEACDRESBED. WMTXE DISCHMC£ASEDIMEM DELTA? IF YES, WILL THE DELTARE RECOVEREDNRHIN SEVEN DAYSMID INACCOFDANCE WTH REM 115OF THE PERMT? COMMENTS: COMMENTS: HERESYCEATFYMITTMSPUN. SPFCRWATMORREPORTAPS P'A'AREDBYME OR IMCER MY DM.ECT SUPERMSIM AND TNT I MI A DINY LICENSED PROFESSIONAL ENOPEER UNDER THE U NS OF THE STATE OF HIMMA. RA A E ,<DSFIDrzz No. ss513 ISSUMUSMITTAL SUMMARY 1 REVISION SLMMART 1 SW1.5 CivilS1te OTHER G R O W P F Z nynwp0' SurvM•N' LVMaR.e Awwroxa 1, ISACOPY OFTXE SJAPP, INSPECIICN REGARDS ANO TRAINING WCUMENTgTON LOGTEp ON TXE CONSTRUCTION a09t w,ISV. Bbeµ SuesEOO BITE.OR GJJ IT BE M^DE AVpILABLEKITXIN T3 XOURSi A wuM1 PaMMv FSetc 3. 0.V SITEANO PMENCF9 AS NEFDEO? NO ANY 2Wh4poupxm BttatsWBo 3. ISDEESWNATERINGCCURRIN G ONSITMP?LEMENTED SO VES VMATBMPSARE BEING USEDTO ENSURE TATCIEW WATER IS IE4VMG THE SITEPNDTNEgbCHWRGEI. NOT C CAUSING EROSIONOR SCOURi W, = N N ATR WAUTY AS SUPS SUMTTEIL THE PERSCOVE(S)6ARPERMMR.MILEF MAN TEMPOONbREB PERMANENT WATER PER ANDANOTICEPREVENTION TERMINAENTTION HAS ONTROL • ANOTHER PERMITTEE RERBENNEDCOVERGTHE INSPECTION ERMACCODINGNTENANDE OF TEMPORARY AND RTHERMNECTHAS EOUAONMNYIGEMENDITIOPS OF THE UNDER THIS PERMACCORDING 3,ORiXE PROJECT HAS METTXETERMINAi1CN CONDITIONSOFTXE PEitMRPNOANOTICEOFTERMINATON FAS BEEN.UBMITTEOtOTHE <. WILL A PERMANENT STCRMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REWIRED AND IN VJ W_ ACCORDANCE WTX SECTION 15 OF THE PERMIT NF ADDING AN ACRE OR MORE OF NEW IMMERMOVS SURFACE)i Q IFYES, DES CRIBE, r a 2r 5, IFINFlLTRATONM1TLTRATIONSYSIEMS PRE BEIN3C/JNSTRUCTED, METNEY MPIiI(EOPNO PROTECTED FROM Q o COMPACTIONANOSEDIMENTATION? �cp?C S, DESCRIPTION W AREAS OF NONCOMPIJANCE NOTED WRING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMP ON OF �!'O CORRECTIVE ACTIONS S ) ~ tz HERESYCEATFYMITTMSPUN. SPFCRWATMORREPORTAPS P'A'AREDBYME OR IMCER MY DM.ECT SUPERMSIM AND TNT I MI A DINY LICENSED PROFESSIONAL ENOPEER UNDER THE U NS OF THE STATE OF HIMMA. RA A E ,<DSFIDrzz No. ss513 ISSUMUSMITTAL SUMMARY 1 REVISION SLMMART 1 SW1.5 N S POTEMION AREAS OF WTURECONLERN: F Z Z R PDCf11LNPLCOMMENib W SO DIS • OF THE DEFICIENCIES FOUND CORRECTED AFTERDISCOVERYTHATMAY BE INANAERIODOF ME PERM FOR MOION E W, = N N ATR WAUTY AS SUPS SUMTTEIL THE PERSCOVE(S)6ARPERMMR.MILEF MAN TEMPOONbREB PERMANENT WATER PER ANDANOTICEPREVENTION TERMINAENTTION HAS ONTROL • ANOTHER PERMITTEE RERBENNEDCOVERGTHE INSPECTION ERMACCODINGNTENANDE OF TEMPORARY AND RTHERMNECTHAS EOUAONMNYIGEMENDITIOPS OF THE UNDER THIS PERMACCORDING 3,ORiXE PROJECT HAS METTXETERMINAi1CN CONDITIONSOFTXE PEitMRPNOANOTICEOFTERMINATON FAS BEEN.UBMITTEOtOTHE ly Y LL Q VJ W_ MINNESRPERMRTEEHASOBTNNEDCOVETUGE MINNESOTAPoILUIIONCONTROLAGENCY. Q a 2r Q o a� 2� S ) ~ tz 0 DO U W V' a Z 3 ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM W _ aw v J Y =? ED Q ED N CL F °� Y O O HERESYCEATFYMITTMSPUN. SPFCRWATMORREPORTAPS P'A'AREDBYME OR IMCER MY DM.ECT SUPERMSIM AND TNT I MI A DINY LICENSED PROFESSIONAL ENOPEER UNDER THE U NS OF THE STATE OF HIMMA. RA A E ,<DSFIDrzz No. ss513 ISSUMUSMITTAL SUMMARY 1 REVISION SLMMART 1 SW1.5