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2019-12-02 - Ordinance 2019-074 - APPROVING AMENDMENT TO PUD ORD 2016-66 WITH VARIATIONS TO ZONING ORD AND SIGN CODE ORDINANCE NO. 2019 —074 AN ORDINANCE APPROVING AN AMENDMENT TO PLANNED UNIT DEVELOPMENT ORDINANCE NO. 2016-66, WITH VARIAITIONS TO THE BUFFALO GROVE ZONING ORDINANCE AND SIGN CODE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS Woodman's Unattended Automobile Service Station 1525 Deerfield Parkway WHEREAS,the Village of Buffalo Grove is a Home Rule Unit by virtue of the Illinois Constitution of 1970; and, WHEREAS, in 2016, the Village approved No. 2016-66 granting a Planned Development for the Property at 1525 Deerfield Parkway (Property); and, WHEREAS, Woodman's Food Markets, Inc. (hereinafter referred to as"Petitioner" or"Developer"), is proposing to construct an unattended automobile service station on the existing vacant Property; and, WHEREAS, Petitioner has filed a petition requesting an amendment of the Planned Development and approval of variations to the Zoning Ordinance and Sign Code; and, WHEREAS,the proposed improvements of the Property require amendment of the Planned Development for the Property, and Owner has requested said amendment pursuant to the following exhibits: EXHIBIT A Complete Plan Set EXHIBIT b Minutes from the November 20, 2019 Planning & Zoning Commission Meeting WHEREAS,the Village Planning &Zoning Commission conducted a public hearing on November 20, 2019 concerning the petition for amendment of the Planned Development and request for a variation of Section 17.32 and 17.44 of the Zoning Ordinance to allow a canopy to be in the front yard setback as shown in Exhibit A and a variation to Section 14.16 and 14.20 of the Sign Code pertaining to their signage package in Exhibit A; and, WHEREAS,the Planning&Zoning Commission made a finding and determined that the testimony and exhibits presented by the Petitioner at the public hearing demonstrated support for the requested amendment and variations to the Zoning Ordinance and Sign 2 Code; and, WHEREAS, the Planning & Zoning Commission voted 6 to 2 to recommend approval of the amendment of the Planned Unit Development and variations to the Sign Code; and, WHEREAS, the President and Board of Trustees of the Village of Buffalo Grove have determined that the amendment of the Planned Development and variations to the Zoning Ordinance and Sign Code as set forth in the exhibits hereto will allow appropriate development of the Property and will be compatible with adjacent properties. NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS: Section 1 . This ordinance is made pursuant to and in accordance with the Village's Zoning Ordinance and the Village's Home Rule powers. The preceding whereas clauses are hereby incorporated herein. Section 2. The Corporate Authorities hereby adopt a proper, valid and binding ordinance approving an amendment to Planned Development Ordinance No. 2016-66 to allow for a new automobile service station with variations to the Zoning Ordinance and Sign Code, with the following conditions: 1. The proposed development shall be developed in substantial conformance to the plans attached as part of the petition. 2. Final engineering shall be reviewed and approved by the Village Engineer prior to the issuance of a building permit. 3. Prior to the issuance of a building permit, an updated photometric plan shall be provided to ensure that no spillage exceeds 0.5 foot-candles at the southern property line. 4. The southernmost dispenser, adjacent to the residential, shall only be operational between the hours of 6AM-9PM. Section 3. The terms and conditions of approval set forth in Village Ordinance No. 2016- 66 remain in full force and effect unless specifically modified by this Ordinance. Section 4. This Ordinance shall be in full force and effect from and after its passage, and approval. This Ordinance shall not be codified. AYES: 5 — Stein Ottenheimer, Johnson Smith Pike NAYES: 1 - Weidenfeld 3 ABSENT: 0 - None PASSED: December 2 2019 APPROVED: December 2, 2019 APPROVED: 6&JALLAAUA%� ILQJ44AaAJ�2 Beverly Sus n, Village Preside ATTEST: �ianet P. . rabic,' �, Village Clerk 4 EXHBIT A— Plan Set Woodman's Unattended Automobile Service Station 1525 Deerfield Parkway 5 EXHIBIT B Minutes from the November 20, 2 019 Planning & Zoning Commission Meeting Woodman's Unattended Automobile Service Station 1525 Deerfield Parkway IIIIIIIIIIIIIIIIIIIIIIIIIIIII� better Woodman's Buffalo Grove Unattended Fueling PROJECT NARRATIVE Woodman's Food Market, Inc intends to construct a 24 hour, unattended fueling facility on Parcel 2 of the Barclay Station Subdivision at Deerfield Parkway and Milwaukee Avenue. The facility will have the capacity for ten (10) vehicles to fuel simultaneously. Four (4) double- sided dispensers will be located under the main fueling canopy and two (2) single-sided dispensers will be under two individual smaller canopies at the north and south sides of the parcel. Unlike the original Woodman's development, this fueling station have neither a convenience store nor a car wash facility. OSFM Regulation Fueling facilities in Illinois are regulated by the Illinois Administrative Code through the Office of the State Fire Marshall (OSFM). Specifically, IAC Title 41, Chapter I, Part 175 defines the Technical Requirements for Underground Storage Tanks and the Storage, Transportation, Sale and Use of Petroleum and other Regulated Substances. Section 175.220 further defines the requirements for Unattended Self-Service Motor Fuel Dispensing Facilities and Islands, including: • Minimum Signage • Emergency Stops • Fire Alarm Systems • Limits on Delivery of Product(per transaction) o Class I Liquids (gasoline, gasohol, ethanol, motor fuel blends), max. 100 gallons. o Class 11 and III Liquids(diesel fuel), max. 250 gallons. • Fire Detection Systems • Annual Testing of Emergency Stops and Valves Dispenser Product Type and UST capacity The fuel dispensers will be five (5) product units supplying two grades of gasoline as well as three(3) ethanol blends. There will be no diesel fuel available at the unattended station. The underground fuel storage tank (UST) will be a double-wall, multi-compartment, fiberglass unit with interstitial monitoring. All equipment and installation will comply with OSFM requirements. 5977 Executive Drive '.SU1te 1100 M achspan,WWI 53719 60,8 276,4400 IIIIIIIIIIIIIIIIIIIIIIIII �IIIIII�I I UIIIIIIIIIIIIII am= I : better Fueling Island Canopies The proposed fueling island canopies will match the design of the canopy at the original Woodman's fueling station. The main canopy and the two single canopies will be equipped with fire detection systems to comply with the OSFM requirements. The canopy columns will be wrapped with partial height brick veneer to match original fueling station. The control building, fueling island canopy columns, and the monument sign base will all have matching brick veneer. Control Building A control building, approximately 8'xl4', will be located at the southwest corner of the parcel and will contain the electrical service and controls required to operate the fueling systems, lighting,and signage. The building will be of brick veneer construction and will match the dark colored brick that was used on the original fueling station across Deerfield Parkway. Signage Woodman's proposes to have a ground monument sign for this unattended fueling facility that will be similar in style to the sign used at the original fueling station. The proposed monument sign will be 5'wide x 6'tall, double-sided sign and will sit on a brick base that will match the original sign. Two gas pricer signs will be mounted on the north single island canopy and will face east and west so they are visible to the two-way traffic along Deerfield Parkway. Two Woodman's "pill" logo signs will be located on the east and west sides of the main fuel island canopy. Fueltankeraccess See the attached fuel tanker turning diagram for proposed drive aisle access. Customer vehicle queueing See attached plan for vehicle queueing at fuel dispensers. End of Narrative IIIIIIIIIIIIIIIIIIIIIIIIIIIII� UNATTENDED GAS PZC COVER LETTER October 9, 2019 The following are responses to questions posed by the Planning and Zoning Commission during the September 18, 2019 Workshop for the proposed Woodman's unattended fueling station on Lot 2 of the Barclay Station Subdivision. STORMWATER MANAGEMENT Question: How would the existing compensatory storage area and existing pond be affected by the proposed relocations? Answer: The pond and compensatory storage areas will be rearranged but will function in a similar way to the existing pond and compensatory storage area. Question: Where will the additional stormwater storage necessitated by the development will be located? Answer: The existing Barclay Pond (the pond to the west) has capacity for the majority of the proposed site. A small amount of the proposed site will drain to the reconfigured onsite detention pond. Question: Will this additional development affect the high-water levels in the pond? Answer: The Barclay Ponds were designed with capacity for the proposed site, so the development will not adversely affect water levels. Question: Will this additional development lead to additional flooding of adjoining properties? Answer: The site drains to the Barclay Ponds and the onsite pond, and not the adjacent properties. Question: Did the original development of the parcels take into consideration the stormwater implications of the future development of this lot? Answer: Yes, capacity was provided in the Barclay Pond for this site. 5977 Executive Drive '.SU1te 1100 M achspan,WWI 53719 60,8 276,4400 FQXARME50N,C0M IIIIIIIIIIIIIIIIIIIIIIIII �IIIIII�I I UIIIIIIIIIIIIII am= I : better Question: Will the groundwater elevation affect the USTs? Answer: No. First, the USTs are manufactured from corrosion-resistant fiberglass. The USTs are double-walled which provides a secondary containment around the full circumference of the tank. This interstitial space between the inner and outer tank wall is then monitored to detect leaks. The USTs are also anchored with corrosion-resistant anchor straps to prefabricated concrete deadmen preventing the tanks from floating when the they are low on fuel. See Exhibit 7 for an illustration of the buried UST. Additionally, the bottom elevation of the proposed UST is 1 foot higher than the UST installed at the original Gas & Lube project on the north side of Deerfield Parkway. UNATTENDED GAS STATION Question: What happens if a customer forgets to remove the nozzle from their vehicle and drives away? Answer: If a customer drives off without removing the nozzle from the vehicle, a safety break-away device detaches the hose from the dispenser automatically when pulled with enough force. Once the hose is detached, the safety break-away device then shuts off the flow of gasoline. Question: What happens if there is a gasoline spill? Answer: For minor fuel spills Woodman's has spill kits on site. In case of a minor spill a customer would call the phone number listed on each dispenser and be connected to the staff in the Food Market. A Woodman's employee would then be dispatched to the site with a spill kit to perform the cleanup. If the spill is more than can be handled by a spill kit the employee would contact the local fire department for further assistance. Question: What if the petroleum delivery driver overfills the tanks? Answer: The UST is equipped with overfill protection systems that include audible and visual alarms that alert the driver when the tank is no more than 90%full. Additionally, the drop tube in the tank contains a float device that severely restricts the flow of product into the UST when it is 95%full. 21 a g c, IIIIIIIIIIIIIIIIIIIIIIIII �IIIIII�I I UIIIIIIIIIIIIII am= I : better Question: What if the petroleum delivery driver is inattentive and spills gasoline during the filling of the tanks? Answer: There is spill containment sump around the fill tube that contains any incidental spills when filling the UST and prevents the release of product to the environment when the transfer hose is detached from the fill pipe. Question: What happens if a vehicle runs over a dispenser? Answer: If a vehicle runs over a dispenser, a shear valve in each of the supply lines underneath the dispenser closes automatically stopping the flow of fuel to the dispenser. Question: What happens if there is a fire at a dispenser? Answer: If a there is afire at a dispenser, the fusible link, or other thermally activated device, contained within the shear valve in each of the supply lines underneath the dispenser closes automatically stopping the flow of fuel to the dispenser. In addition, the fire detection system in the dispensing area will automatically activate the EMERGENCY STOP so that all fuel dispensing units and submersible pumps (in USTs) will stop and an alarm will be transmitted to the local emergency fire services providers. Question: How does a customer contact a responsible party in the event of an accident? Answer: In the event of an accident, a customer should push the EMERGENCY STOP. Pushing the EMERGENCY STOP, will shut off the flow of fuel to all of the gasoline dispensers and to the submersible pumps in the USTs will stop and an alarm will be transmitted to the local emergency fire services provider. If there is an accident that does not require the assistance of an emergency fire services provider, a phone number posted on each dispenser(as required by OSFM) may be dialed on the customer's cell phone. For other types of non fuel related incidents such as auto accidents and medical emergencies, customers generally call 911 on their cell phones. Question: What happens if there is a large surface spill of gasoline and it flows into the pond? Answer: In the event of a large surface spill onto the pavement, gasoline will flow over the surface to the storm inlets and will then be conveyed by the storm pipe to the Contech CDS stormwater treatment system prior to release into the pond. The CDS is a hydrodynamic 31If) cw IIIIIIIIIIIIIIIIIIIIIIIII �IIIIII�I I UIIIIIIIIIIIIII am= I : better separator that combines swirl concentration and flow controls into a shallow treatment unit that traps and retains trash, debris, sediment, and hydrocarbons from stormwater runoff. (Holds up to 61 gallons of gasoline) Question: What happens if there is a large surface spill of gasoline and it flows to the south into the residential neighborhood? Answer: A large surface spill of gasoline will flow on the pavement to the storm inlets and will then be conveyed by the storm pipe to the Contech CDS stormwater treatment system. The CDS unit will hold up to 61 gallons of gasoline. The grading of the site and the surrounding curb and gutter will confine a large surface spill of gasoline to the pavement area. Question: What happens if there is a large surface spill of gasoline and it flows to the south into the residential neighborhood and fills a resident's basement? Answer: A large surface spill of gasoline will flow on the pavement to the storm inlets and will then be conveyed by the storm pipe to the Contech CDS stormwater treatment system. The CDS unit will hold up to 61 gallons of gasoline. The grading of the site and the surrounding curb and gutter will confine a large surface spill of gasoline to the pavement area. Since the grade of the site will prevent a surface spill of gasoline leaving the site via means other than the storm sewer system, the chance that a surface spill flows to the south into the residential neighborhood is negligible According to the property records for the Pekara neighborhood, the two adjacent residences to the south of the proposed project have crawlspaces; they do not have occupied basements. Question: Is the southernmost dispenser too close to the houses to the south such that noise and light pollution will be an irritant to the residents? Answer: The southernmost dispenser is located approximately 71 feet from the nearest residence. The drive thru of the existing adjacent bank is approximately 94 feet from the nearest residence and the existing Starbuck's drive thru is approximately 42 feet from the nearest residence. Noise from vehicles at the southernmost dispenser should be less than the noise from vehicles the adjacent drive thru's since the customers at the unattended gas station will not be utilizing an intercom system on a regular basis which will minimize noise pollution. Light pollution can be minimized though the selection of fixtures that direct the majority of the light to the north and away from the south property line of the unattended 41If) cw IIIIIIIIIIIIIIIIIIIIIIIII �IIIIII�I I UIIIIIIIIIIIIII am= I : better gas station. Question: Could the southernmost dispenser be eliminated? Answer: The southernmost dispenser is necessary for the economic viability of the unattended gas station during the peak periods of each day. Instead of eliminating the southernmost dispenser, its hours of operation could be limited. Question: Could the southernmost dispenser have limited hours of operation? Answer: Yes, Woodman's proposes to limit the hours of operation of the southernmost dispenser at the unattended gas station to the hours of 6 AM thru 9 PM, daily. Question: Could the entire unattended gas station have limited hours of operation? Answer: Woodman's believes that there will be demand for this unattended gas station at all times of the day. The unattended gas station will provide added convenience to customers traveling east on Deerfield Parkway that need fuel. Question: If the emergency number posted on the dispenser is called, who answers the phone and is this a responsible party to take care of the situation? Answer: The phone will be answered by the Woodman's employee at the customer service desk. This employee will then alert the on-duty manager who will ensure that the appropriate action is taken. Question: Could an intercom be installed to reach the attendant in the Gas/tube during its operating hours? Answer: Yes, an intercom system could be installed to allow communication between a customer at the unattended gas station and the attendant in the gas station on the north side of Deerfield Parkway. Question: Will light pollution be an issue? Answer: Light pollution will not be an issue. The photometric plan for the site, Sheet EP1.1, illustrates the light levels that will be present on the site with all of the site lighting on. Sheet 51If) cw IIIIIIIIIIIIIIIIIIIIIIIII �IIIIII�I I UIIIIIIIIIIIIII am= I : better EP1.2 illustrates the light levels when the canopy fixtures for the south canopy are turned off. Both photometric plans indicate that light levels at the south property line will be 1 footcandle or less. In addition, the south side of the proposed unattended gas station will be screened from view by the neighbors to the south by a 6-foot-tall cedar fence and dense evergreen landscaping which will further obscure any light from the proposed. This additional screening is not taken into account on the photometric drawings, as the software is not capable of including obstructions in the calculations. See Landscape plan sheet L100. Question: How will the residential neighbors to the south be screened from the gas station? Answer: The residential neighbors to the south will be screened from the gas station by a 6- foot-tall cedar fence and dense evergreen landscaping. See Landscape plan sheet L100 and Exhibit 7 which illustrates the view of a person standing outside the nearest residence to the south of the proposed gas station. 61 gw buRd better November 14, 2019 Christopher Stilling,AICP Deputy Village Manager Village of Buffalo Grove 50 Raupp Blvd Buffalo Grove, IL 60089 Request for Variation: Woodman's Unattended Fuel Station Deerfield Parkway Buffalo Grove, IL 60089 The following variations to the Zoning and Sign Codes are requested: Zoning 1. A Variation to Chapter 17.32 of the Zoning Code to allow an accessory structure to be located in a front yard and to be closer to the front lot tine than the principal structure. 2. A Variation to Chapter 17.32 of the Zoning Code to reduce the front yard setback from 25'to 23.1'. Woodii-nan's rnhnlimuni staindard for ftieking nun optles us to have five (5) fUO 6speinsers w'�th 'ten ftielfing �)ositbns under a shingle canopy. Wood niain's has determ�ned that tKs lis the nflIIhIIUIII inu.uunnber of &speinsers that wM juslJfy the exI�)einse of the fuel stalJon lions4J,a don, in certafin cases hn th Illl,liun6s niarket, Wood niain's naS Used a targer cainopy w�th even ii-nore 6spensers and ftieking DoOJoins, "T"Ns s to for the LJinattended �°I:Uefiing tls hn'teindedto have the arnhnkn-iuni five 6spenser coinf'guradon, '"Xi e to constr61nts of the site, a sfingle, live""'6speinser canopy wiilJ, not aIAow the reqOired dircutalJoin for time ftiet tainkerto safely nianeUver wlthhn the site. A 5972 Executive Drive SLI1te 1100 Machson,WI 53719 608 276 4400 FOXA R N E 50 N,C 0 M am= buRd better sfingte, five 6speinser can011Dy WOLAd reqdre the tainker to back into the roadway and the adjacein't llrroperty liin order to tuirn around and ex'�t the s'�te, "I o accominiodate the reqdred access and uruu ineuvening for the fU0 tanker, the canopy was separated unto a sfingte, �)rfindpa�, canopy w'�th fouir(4)&spensers w�fl I 6ght (8) fti f,ri IlDoOJoins and two, sfingte 6spen ser cainopl es w h oine fuehing II DoOJoin each. Ns coinfigUradon attows Woodinian's to nia ntahn the totat 'IL11111ber Of ftiefiingllruuusitbins ll)rov'�ded IlDy a staindard Il,ruyrLlt. fbr thellDUrposes of the ZoNing Code, the niahn, 6ght DoOJoin canopy lip cons�dered th"a Ilrriurdpa�, DOt6ing or structure on the s to T'"he other thiree Stl'UCtUres (two shingle canop'es and a control bOl,&ng) are cons�dered accessory, he control dtying aunt' the southiniost sfin& fUet canopy nieet the reqdrenieints of the zonhng code, "I he sfingte, northiniost canopy lis ocated hn the froin't yard and '�s chaser to the froin't ILot IlJune than th IlDilindpal, DOl,dhng aind therefore doe unot ii-neet the ZoNing Code requhremeints. Ad&tbnalJy, the northiniost cainopy tls 23.1' from the �°6ght of' Way tlnstead of' the 25' reqOired by the Zoinling Code. As stated hn th.0 llru w I ous Il,uurragraph, dfls three-canopy configUradon lis the oinly Il,ayout that wM a�Aow the nflnhniuni 'IL11111ber of fuelfing DoOJoins aind attow a fuethngtankerto safety einter, fitt the undell'gll'OLuny storage taink, aind exltthe site. Sign Code 3. A Variation to the Sign Code Section 14.16 to exceed the maximum attowabie number of canopy signs. Chapter 14.16.030C. attows a sfingte canopy s gn hn a �°,JLIShness '"'IstHct, �°bLlll'cainopy s gns are aequ.uuusted h''uuuu th.0 IlDro ect, two oin the niahn canopy wNch '�s the IIDilindpal, strLICtUre and 'two on the unorthiniost canopy wKch '�s an accessory structure, he two s gns oin the niafin canopy are [)LISfiness denlJficadon sgns and wulJ, IlDe �denlJca[ to the sugnS Used oin the oilghnat Woodinian's II uel Stadon oin th.0 anorth side of '")eerfietd �°)arkway. Suu"ucc thu llrriundpall, strLICtUre '�s not a IlDO[&ing there lip no ll)[ace for a Il USiunes lidenlJficuudon s gn to be Ilrrcu ted other than oin oine of the canopl s, am= buRd better he two sugns Dar la north f iniost cainopy are bel IlDilding s1gns, Woodinlain's feels that you to the VOlUnie of' veNcte traffic on '")eerfield IL°:)arkway the ad6lJoinat canopy fbO IlDrdng signs, &sj)[ayed at a h flgf ier elevadon 'Chian 'd ie gl'OUind s gn wM alAow both the east and westbOUindtiraffic th"u IlDest v ew of''the fuel �)rkes, Ag6n, these s'�gns wlilJ, IIDe denikat to the cainq)y MOUinted �)rdng signs used on the orgfi4,Wood niain's f ue[Statbin Dar la north s1de of '")eerfield ')arkway, 4. A Variation to the Sign Code Section 14.16 to allow for Digital Fuel Ground Sign to exceed the maximum area and height of the digital fuel copy area. he ground s gn sthe oinly ocadon stathgthat the �)roposed fuel statbin lis open 24 houirs, Ilin ad&tbn, the sgn a,so &sp lay sthe fuel IlDilding for only one of' the DrodUCtS s6d atthe station rather than th"uu c IlDrodUcts as alJ,owed IlDy the zonhng code. I he s of the &g'ts wM be 20" liinstead of 12" uull,ll,owe IlDythe zoinling code, but shun ce there lis ointy one �)rke &splayed the aC114, total, h6ght of' the &g'�ts (20"") wW, IIDe [essthan the to,4, h6ght aIJ,owed (36""), Woodinian's feeds thatthe area ainn h6ght of the copy area for the fbet �)ru ung lis appropi late tothe ove14A slze of'the gl'OUind s sonry base, The overaU, ground sugn lis sogn ficanfly smaller (5' w de versus 16" wode) thain the gl'OUind sign Used at the oilghnal fbel station ointl ie north sde of )eerfie[d �°)arkway bUt Uses the same niaterWs. FoxAmeson Design, Inc IL Design Firm License#184.007455-0004 Philip A.Weightman,AIA,ALA,CCS This response consists of 3 page(s) plus the attached ground sign plan. CONC',"(" P""W"'A"It I 1�1,141# /,�...... ... 0!' t"ff", &I ...................... ....... ................ Pam 'S ............. ��jp umi�g�,, OF// A T6 IM/ 1/1 A jm/............ ,,/. . . ...... p 011) im1mor 4/l/m/ AW/A-1 g f 3,ma F 01 000 F/F 6l/"",­ 2211111.............. 2 2 ................ 7 -.2 . ......... PK (54 F", I�1�Jr� . ....... ........... IS W. ............ 0", ................. l, J XF @ t WAI 0 "s .......... ......... 7 Ski....................... A ........................... ........ ....... .................230E,6",�............... 112 �mlwbql 41 2. ...../ z 0 k1blild N F- Ld am/ ,I)SPIP/t/// A MEN 0/ NJ, 0) Pal, -///am/p/m/o/m "'Mr, ...... GRAPHIC SCALE .... ......... 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A P Ail 2/ vd, m z kill 0 CL I/M A -60 7a)- 2-� 1, p > �J 0 0 ........ iva v`/ l A ��im md 'v vi g g rm, qq 10 P/ z T /p, F F— F— LU x M LU LL LU > F— LU 0 W LU Z (L LU F F— 0 < F— A (L ............ f 7 l,///..........A Z LL P 0) LL z m/ 7 M LU "MW z J/, TING PROPE x Li LINE PER GIS DATA 0 0 Q) D- 0 CL Q) < AM Li LINE PER GIS DATA co All F 0 b, wo -0 x //w/As"ll 4, 0 Know what's below. COPYRIGHT 2019 (D va R.A. Smith, Inc. D- Callbefore you dig. o AW CL mill 10� b, ;0 DATE: 10/04/2019 (D XISTING RIGHT OF WAY CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SCALE: 1 30' TING PROPERTY pftr EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, 0 STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING < LINE PER GIS DAT JOB NO. 3160183 U INE PER GIS DATA DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. PROJECT MANAGER: 0 R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, x ............ PAUL V. MCILHERAN, P.E. Li LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT Cf) C/ OF R.A. SMITH, INC. DESIGNED BY: AJS3 CHECKED BY: PVM �A THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN i'711,11 ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER '01" SHEET NUMBER U 410�0 A UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA J/ THAT ARE NOT SHOWN. 11111111111111M)EAMAN WEANYMIRMIJER, OF 1 00 LEGEND LEGEND (PROPOSED FEATURES) (EXISTING FEATURES) PRELIMINARY CIVIL AND LANDSCAPE PLANS TREE REMOVAL O = FOUND 3/4"CRONLBAR CAPPED MONUMENT ® = FOUND 1" O.D. IRON PIPE PROPOSED PROPERTY LINE O = SET 3/4" BY 18" IRON REBAR-1.50 LBS./LIN. FT. 0 n o PROPOSED SITE LIGHTING (DESIGNED BY OTHERS, © = CABLE PEDESTAL FOR REFERENCE ONLY) 00 r❑ = TELEPHONE PEDESTAL FOR --0 MONUMENT SIGNS 0 = ELECTRIC PEDESTAL 0 co U (CONSTRUCTION DETAILS BY OTHERS) 0 = LIGHT POLE m SIGN Cs = SANITARY MANHOLE 0 _— = HYDRANT WOODMANS FOOD MARKET D 0 0 Cn STANDARD ASPHALT PAVEMENT VALVE VAULT OO = STORM STRUCTURE HEAVY DUTY ASPHALT PAVEMENT g Q = PULL BOX m , �, ., �., HEAVY DUTY ASPHALT PAVEMENT = CONIFEROUS TREE }' > ` "` �` 0 'o IN WOODMAN'S TRUCK TURNING AREA 0 = DECIDUOUS TREE � J UNATTENDED FUEL STATION HEAVY D WITH STEELUTYRE NCR TE PAVEMENT T = UNDERGROUND COMMUNICATION Q HEAVY DUTY CONCRETE PAVEMENT UNDERGROUND WATER MAIN Q WITHOUT STEEL REINFORCEMENT F — UNDERGROUND FIBER OPTIC — co c BICr, z r CONCRETE SIDEWALK SAN = UNDERGROUND SANITARY SEWER BUFFALO GROVE IL c _ SS = UNDERGROUND STORM SEWER 1u� N � ASPHALT PATH E = UNDERGROUND ELECTRIC co LANDSCAPED OR GREENSPACE AREA (SEE °,�; _ � LANDSCAPING PLANS FOR PLANTING DETAILS) 0 2 STANDARD PARKING SPACE COUNT STANDARD SPACE = 9.0'x18.5' ■ VICINITY MAP o rr�r, a� � OWNER: P LAN INDEX1111«lull J1 0 STANDARD PARKING SPACE COUNT I'J 2 STANDARD SPACE = 9.0'x18.0' WOODMAN'S FOOD MARKET INC. 2 ACCESSIBLE PARKING SPACE COUNT � ��� ❑ ACCESSIBLE SPACE = 8.0 x18.5 2 919 NORTH L EX I N G TO N DRIVE CP SHEET NO. DESCRIPTION -- - PROPOSED REJECT CURB & GUTTER (SEE DETAILED GRADING PLAN) JANESVILLE, WISCONSIN 53545 C100 COVER SHEET p PROPOSED 18" STANDARD CURB & GUTTER li C200 EXISTING CONDITIONS AND DEMOLITION PLAN (AS SHOWN ON SITE PLAN) APPROVAL AGENCY: u�d u '@„'r. p� U Ewa Nlo m 00 � �� PROPOSED ACCESSIBLE PAVEMENT MARKING O G C300 SITE PLAN VAN VAN ACCSSSIBLE STALL VILLAGE OF BUFFALO GROVE C400 GRADING PLAN PROPOSED CURB RAMP (SEE DETAIL SHEET. NOTE 50 RAUPP BOULEVARD � � ��,�"�I' LINEWORK ON PLAN IS SYMBOLIC ONLY.) �--III � ° 'r °�r C500 EROSION CONTROL PLAN BUFFALO GROVE IL ,w ' ° �� UTILITY PLAN Z DOOR ��� C700—C703 DETAILS STRUCTURAL RETAINING WALL — (DESIGNED BY PH: (847) 459-2500 N OTHERS) FAX: (847) 459-7906 C800 CIVIL SPECIFICATIONS 101 PROPOSED 1—FOOT GRADE CONTOUR L100 LANDSCAPE PLAN 100 PROPOSED 5—FOOT GRADE CONTOUR 11 11N "� � L200 LANDSCAPE NOTES AND DETAILS —� � '� ��`� ,`w� CONSTRUCTION MANAGER: 100.00 PROPOSED SPOT GRADE AT GUTTER eI uC,l 8... se"eI!J e I,d V i cl,"�i ,-,� � ����� n ou ,�.,��&.��u..� I �.N W J X OR SPOT GRADE ON PAVEMENT (100.50) PROPOSED SPOT GRADE AT TOP PRO E CT L- LU �- X OF CURB w,:fl wmu W � 6 � PROPOSED INLET PROTECTION TM LOCATION 1 PROPOSED SILT FENCE Z Cn LU I > PROPOSED SWALE FLOWLINE N , LIJ PROPOSED STONE TRACKING MAT LL O z LL V � w TEMPORARY EROSION CONTROL MAT 0 m FoxAmeson PROPOSED RIPRAP 5972 Executive Drive � ` �I����"� ���� Suite 100 G PROPOSED GAS LINE Madison, WI 53719 � j�iidr , E PROPOSED ELECTRIC LINE 608.276.4400 O — T PROPOSED TELEPHONE LINE F O X A R N E S O N . C O M O ———W PROPOSED WATER MAIN STO PROPOSED STORM SEWER s PROPOSED SANITARY SEWER PROPOSED WOOD FENCE CIVIL ENGINEER & Q PROPOSED GUARDRAIL CL �► PROPOSED FIRE DEPARTMENT CONNECTION LANDSCAPE ARCHITECT: QO ►� PROPOSED WATER VALVE A PROPOSED FIRE HYDRANT PLAN DATE : 10/04/2019 0 16745 W. Bluemound Road ■ PROPOSED INLET • PROPOSED STORM MANHOLE raS ' ith Brookfield, WI 53005-593$ REVISIONS ISSUE DATE SHEET NO.'S ISSUED FOR: o �� �`• PROPOSED AREA DRAIN (262) 781-1000 ® PROPOSED SANITARY MANHOLE CREATIVITY BEYOND ENGINEERING rasmith.com co PROPOSED OVERLAND FLOW PATH J p W Cj BENCHMARKS U 3 © COPYRIGHT 2019 VILLAGE OF BUFFALO GROVE CONTROL BENCHMARKS (NAVD88 DATUM) R.A. Smith, Inc. DATE: 10/04/2019 STATION NAME: VBG BM 10 SCALE: N.T.S. BRASS MONUMENT IN SOUTH HEADWALL OF CULVERT CROSSING JOHNSON DRIVE M APPROXIMATELY 1 ,100 FEET WEST OF MILWAUKEE AVENUE Job No. 3160183 / ELEVATION 642.57' PROJECT MANAGER: PAUL V. MCILHERAN, P.E. / STATION NAME: VBG BM 57 DESIGNED BY: AJS3 BRASS MONUMENT ON NORTH SIDE OF BUSCH PARKWAY CHECKED BY: PVM ± 1 ,275 FEET WEST OF MILWAUKEE AVENUE ELEVATION 648.11' SHEET NUMBER / 3 0 M co O M / 12" IN (54( (3 7 R I h/l (3 4 1 30 1-01h/l (341 4:::h:: 12" IN (540,82 4 Rlh/l NAC,C, SSI:B,L 7........ --- ------------------------------- N z 0 CL Ill Rlh/l (34(>,fx�': x 0 U) Rlh/l (347,39 IN (337,2::1:: ABANDON OR REMOVE EXISTING LLJ fh' 30" IN (538,8::�:: STORM SEWER STRUCTURE loaf S (3 R I h/l (3 4 7(3 24" 38,8::�:: Rlh/l I'd 12" NIM (338,8::h:: Rlh/l (34(>,��:�(> 12" (540,8::�:: Rh/l ,(34 12'1 W (5110''XI: ,(, "'(" 1 12" Wr 0��,x:�:: 12 S NACCESSIBLE R3 4 0721" SW (3 m im 21" E 339,f�)(> 2 E (540,��,x:�:: GRAPHIC SCALE FO F 1 (3 4-0, 71 l� .... ........ 6644�647,,2786 UO U F 6 4J ) I EASEMENT R11 22I h""/l W(3 4((5544700 5, : 10 0 10 20 40 WATER MAIN I I I I I I I ----------------, faO27 ............... .......... ............................................ ........... (IN FEET) ?j I ....................................................................... �,,�.4!%E38 .........., "I'll", "I'll", "I'll", =:z= "1 11111-1111 n 645M 646,01 646 08 646,14 .......... (,,�46 1)2 ........ ................ q Ad, 647,11 64 7,03 "[ " ,6- x (547,20 �4--- 6W62 ...............1111",. ........... 7 < �'d,7 011 A1111110, Q Qqf, B) N R I h/l (3 4 15 8,7 ............ re C'(')�\C'R[ 1[ WAUK, 12" E (54( NOTES 9�5 STO CC' ffr .............. �; "Slo, S 1 a .. . ....... G 1 � - .1, 'K G ........... G TOPOGRAPHIC SURVEY BY COMPASS SURVEYING, LTD. AND R.A. SMITH, INC. SURVEY BY COMPASS DATED JULY 20, �o 2 4 4 ................... ...... 7 .......... ......... -SEPTEMBER, 2019. SEE ALTA/NSPS LAND TITLE AND 6 2016, AND SURVEY BY R.A. SMITH DATED JANUARY r p ig 646 34 TOPOGRAPHIC MAPS FOR COMPLETE EXISTING CONDITIONS.W, 6 4"1 7,0 0�; --a 00 I I R I Y 1, W WE,54 z .....11 .... I "S Y", -1:::........ /vj 546,57 610 U z x x vv VVI 'Q '7 R I h/l 6,4 5,4 /m X` W PER NFIP FIRM LAKE COUNTY IL PANEL 266. DATED 9/18/j3: 0 0, 6 2 . .. .... ..... vd ........ THE FLOODWAY IS THE CHANNEL OF A STREAM PLUS ANY ADJACENT FLOODPLAIN x 18" E (339,8 ............. .........., 111:1 1.11,11,111,11, / 11"I'll" 645,68 64632 �Rl wl 9 FLOODWAY AREAS IN ZONE AE < (54614" 1 VAU I, ��: � R/�"�" I ()I"�, AREAS THAT MUST BE KEPT FREE OF ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE FLOOD CAN BE CARRIED 12" IN (5 4 0,2: co .......X". 21 E 9, C 0, . ..... ........... WITHOUT SUBSTANTIAL INCREASES IN FLOOD HEIGHTS. 21 V9,(3 3� ,(5 . ....... ZONE AE - SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD, BASE M TOPOGRAPHIC DATA THIS x 12" IN I IN A CCESS1 31,E qP 17 E 1, 11",............ ""'(47,61 a) ............. 643 5& 646,38 11 FLOOD ELEVATIONS DETERMINED. > SIDE OF DASHED LINE BY x 5 T 0- . ......... 1:51KL20, 21 R r,,, TREES, BRUSH LINE, CURB AND GUTTER, STORM SEWER AND STRUCTURES IN BOLD TO BE DEMOLISHED. 4 B8 < -0 4 cn 6 1��l 2 I E, 3 42 COMPASS SURVEYING, LTD. 6 15 Bd ........... 0(5 Q/ x 1�1 02p Epp 'a 0) f5 �W) X X 6 4 6,89 6 4 7A 9 647,55 6146'4 0 C-4 REMOVE EXISTING FLARED END SECTION 6 4 1,8, Rlh/l (34(3,(37 1"43, D� ly, r, \12 10 0 10 COMED C8 2�L `PROPERTY LINE - EEASEMENT (34-�.. ........ 0- 11 1, / x REMOVE EXISTING x sa TREES AND BRUSH LIN . ........ 7 (TYP-) SHORELINE SURVEYED BY 710 64 m I COMPASS SURVEYING, LTD. 64 ill t,2 X 5,1 2r x 1111 1 x 646,99 Md, DETENTION BASIN CL EXISTING 98 6 6,38 646�64 co 647 38 ra x 646 78, x z 5,25 1� >/ I COMED x 1, 1� " 641%61 x ONES /4!X 4 EASEMENT z 64716 !'m X, TOPOGRAPHIC DATA THIS 64 63 I'm// I co C: SIDE OF DASHED LINE �: m U) R?r/l (54�11( BY R.A. SMITH, INC. 0 E 211, V'V 6-5 9,4 3 4 x 647 N", 640�,� 24" RCP x o i q� L, 53r,) 3(1 Rlh/l (34(>,��:�9 REMOVE EXISTING 12 SE FLARED END SECTION REMOVE EXISTING 12" IN (543,2(1 FLARED END SECTION 4" R(, ACCESS V 4 90 62 % 21, EASEMENT ........... 2 ,,r,,, x P IE, 2 6 4 4 6,F5 64 6 64 IJ2 6 7 646,87 i�,4 612 x 647�38 ulml Aur� ("5"M,3,3!!5 214" S116 ST01 642,91' ......I vR, 646,66 x LOT 5 Y- BARCLAY STATION SUBDIVISION I f3 4 6,2 6 .... ....... IS z x ............... (r41,24 64612 647,59 ....... . ..... 09 (54 7� 0 2" (�,�,45 4 DOCUMENT NUMBER 3218854 (K�J,)o f,-�4 7,30 .......... - U, " , REMOVE EXISTING x 1,42 E�7 6413(r Rlh/l (34(>,��:�(> STORM SEWER �41 y......... 643,00 x 64 .... .. ..... 3,0 2 4. (1543 05 co, 60116 61 546 B6 644 1115115115�1` .......... x x x CURB AND GUTTER I 6��i� k5A SAWCUT EXISTING R11v I 1(5,4 2 6 60 12 (343,25 12" NIM (543,11 REMOVE EXISTING Cn V4 x 646,7PB FLARED END SECTION x PARCEL 2 X A 646,92 6 211, 64717 646,86 6,4 4,3 7 Cn Z 64�,4 643, x x x REMOVE EXISTING STORM x X LU 12" Clvlrl SEWER STRUCTURES STORMWATER J z .......... EASEMENT M IE, (3,5�,3M 642V�S 647,56 6 4 7, Gi.l x x, .......... 642,61 1 LL (L LU 64 11 64C54 ANN` 1 3,01 12" Clvlrl .rfrfAN, 55, x FLOODWAY AREA x IE, (540,99 q 6,21 646,61 REMOVE EXISTING z ANN` x 4 7,1 �x LU 0 IN ZONE AE 'dh� X x CURB AND GUTTER Q) 1 11, 11171 ...... 0 x z 638,60 ............ F- a' 647 29 0 6 4 7,3�7 5�" 647 20 6 4 7,04 647,13 x t D" I K LU ................ X................ x 6, A i 11, 1 (", REMOVE EXISTING EXISTING COMPENSATORY 647 43 6 4 7,32 x FLOODPLAIN STORAGE x x F- 0 RIP RAP O 'A 64............ 5� z LU............. A 642 B4 0 Z LL A- 642,44 642,,� 643 19 Cs rl 0 3,('3" R(,,,r,,,, J43 4" X, 642,42 6 1(f,02, 646 70 647,D7 LL x U) IE, (338,91 M 5 0 E I 64724 , � Cl) S E3 rr 6 a , (514 915 16 Rh/ (34(3,38 1a47()1+ XLU Z In Al x ,,642 68 644 4 1 a �yl 1 ;a Rlh/l (34(3,4(1 Fill 64,C72 x Q'1) 18 W NACCESSIBLE 645 62 12" IN (343,1::�:: x('6 .......... ....... . ..... 14 642 71 3(>` SW (540,0::�:: ........... . . ....... . 647� ........................................... a'A 51 646,49 30rr0h/l ........... 1 46,79 644,06 3(3 E NACCESSIBLE ....... x 6 6',4 1 34BA4 64666 4 ..................M4 . ........ ..... .......... ....... 647,77 6,4 1,0 5, IM4 10 644 644 WM4 4 4 N/ X", 647 2 9 x 64534 SAWCUT EXISTING ZONE AE AS SHOWN ON COMPASS SURVEY, CURB AND GUTTER 64661 6471E, DATED JULY 20, 2016. SUBSEQUENTLY < 645 74 645,72 645,9B . ...... x x 64627 6W67 6 4 6-5 B E31, 0(:,k, vv/\I, I, MODIFIED PER LCSMC PERMIT. A CL ci S 0 ................. co 644,52 644,34 SIC) SM ............................. WOOD BOARD F"E\� x x ..... 64-25JI'VI 644,11 6 4 4,31 647 07 20 647,16 z. ........ X g ............ 7.11 x .................................. ........... ....... .........................:":":...................... 6 4 4,54 Ye',, Y� rn ry 64414644,22 ............ .......... . ..... ..... 611l 644,N 7111, (54 ro r,,,oi,�i[) 3 9,1 TO x -B 30 -01h/l 3 8 _ _ ,7 �7 643,49 (54 ... ... ... ... ... ... ... ... ... ... ... BGF�OM HOLE 644 643 65 x FOUND 1x. , C VA 3/411 'rURE 31,3:::�::: EAf/ El I 30 -01h/l OF� rl:RUC,-URE , 94 I I'll, I'll, ON PIPE ... ... ... ... ... ... ... ... ... ... ... 644,64 x RlIvI INE < -i rl W NACCESSIBLE CL 30rr0h/l RLOW (339,(>::�:: 0 Uj Know what's below. COPYRIGHT 2019 Call before you dig. R.A. Smith, Inc. DATE: 10/04/2019 co CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SCALE: 1 20' o EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING JOB NO. 3160183 DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. PROJECT MANAGER: (D (D R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, I PAUL V. MCILHERAN, P.E. C0 LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS 1� C0 MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF R.A. SMITH, INC. DESIGNED BY. AJS3 (D -0 CHECKED BY. PVM THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN U ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER I SHEET NUMBER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. /Z C200 co --—-—-—-—-—-—-—-—- —-—-—-—-—-—-—-—-—- z N 0 F— V) Ld R I V ('3 4 07 SETBACK FROM WATER MAIN RIGHT—OF—WAY EASEMENT GRAPHIC SCALE OF, (3 4 0 F PROPOSED 10 0 10 20 40 OF' OF NkJ ('3 41 5:�i: CANOPY ABOVE MONUMENT SIGN zz . . ............ ......................................................... . ...................................... IN FEET) ............ b C-) LLJ 0 F- 04 IM NN . .......... ............................... < VVA 1, 'A ...... ............ C b rt- zzzz=G Ld .......... .......... ............ S10.. ........... .... .... . . ....... . ve,71, ......................... 2, 74 G ........... x .......... j ............. 0 ....... . ...... ... F/C FACE OF CURB SIO -ZlIZZ.......... `;SIC'} PLAN NOTATIONS V. OX W W, .. ........ I ............. 6 r, . ... . ....... ... < r O/C = ON CENTER 0-1 -------------- z Z E 04 U ...... E E V vv X, Y, I...... TYP. TYPICAL LO .....--- ....... 04 ... ........ .......... 0 ..... v/......L.) . ....... LJ ............ F?A I 0I QA PAVEMENT MARKING ARROWS (SEE DETAIL SHEET) 0 co < j ff) b g a a ............. 0 NOTES: Lri o E 0 ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE I—, < NOTED. oQ, 0- 0 :E T D COMED ALL CURBS TO BE VERTICAL FACE 18" STANDARD CURB SECTION SR 0 1 - 28.0' EASEMENT (RECEIVING CURB), EXCEPT AS NOTED. p CID SEE DETAIL SHEETS FOR SIGNING AND STRIPING DETAILS, CURB 9R PROPOSED RAMP DETAIL, AND PAVEMENT SECTIONS. 06 PEDESTRIAN FENCE 0 • PROPERTY LINE — SHORELINE SURVEYED BY COMPASS SURVEYING, LTD. rr, (TYP.) CL SETBACK INFORMATION < CL COMED co 21.0' z x EASEMENT z FRONT SETBACK (R/W) 25' REAR SETBACK(RESIDENTIAL) 50- z f" SIDE SETBACK (RESIDENTIAL) 50' AA co a 50.0' PROPOSED OUTLET co x co 1A DETENTION co 0 E d. BASIN LOCATION PAVEMENT LEGEND 5.0' 0 30' BUFFER LIMIT PER 2 0' 75 2 LAKE COUNTY WATERSHED ACCESS > (BOC) 0 DEVELOPMENT ORDINANCE EASEMENT PROPOSED HEAVY DUTY ASPHALT 0 2.0' 1' FENIM rqi PROPOSED HEAVY 1.0, PAVEMENT WITHOUTDUTY STEELCONCRETE REINFORCEMENT 1.0, PROPOSED FLOODPLAIN 0:2) COMPENSATORY STORAGE I 32.0' 14.0 LOCATION PROPOSED CONCRETE SIDEWALK z Lj 10 PROPOSED RETAINING WALL .......... .......... ........ 35.0' b LLJ UNDERGROUND F < TANK LOCATION STORMWATER EASEMENT X x PROPOSED GUARDRAIL 0 LU 0A ........... �4,3 b z 6 04 LU 0 x z (L (7) LU P F- CANOPY ABOVE. CONCRETE U1 .0- LU PAVEMENT OUTLINE DIRECTLY ............ BENEATH CANOPY EXTENTS. < < F- 0 ................ cn z U. 20.0' LL 28.0' 06 ........... r� 45" 4" WHITE STRIPING 0 ———————— ————————————————-——————————————————--————— — — 4—FT O/C, 4" WHITE BORDER In z c/) cfl 0. 28. S 10 ........... '0 ........... 0 ........... In b bt 0 C5 lc��10 Ln ..........I am. I co 8.0' O cx OCK, WAI, 1,E31, SRD� ........... 10 ... ....... . err . ....... STO..... 0rf CANOPY ABOVE ... ................................. ................................. W0011) FENI 9 1 1 1 , , -1-11 1 1 0 ................ ............ .......... ........... ............... • SETBACK FROM ADJACENT I. 0 c� -,m 0 RESIDENTIAL PROPERTY ... ... ... ... ... ... ... ... ... ... ... ... ..I C'1 4 m 0 1111106 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... PROPOSED LANDSCAPE FENCE (SEE LANDSCAPE PLAN) PROPOSED CONTROL BUILDING LOCATION FENCE UNDER FUELTOCONTINUE CANOPY Know what's below. @ COPYRIGHT 2019 Call before you dig. R.A. Smith, Inc. DATE: 11/11/2019 CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SCALE: 11 " = 20' EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, 0 STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING JOB NO. 3160183 DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. PROJECT MANAGER: R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, PAUL V. IVICILHERAN, P.E. x LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT CO OF R.A. SMITH, INC. DESIGNED BY: AJS3 (D CHECKED BY: PVM THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER SHEET NUMBER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. i X 4 C300 co 0 O In z 0 F— CL W U) MAINTAIN MINIMUM 1% SLOPE ON FINISHED GRADE FROM FLARED END SECTION TO MATCH POINT AT 641 CONTOUR RHM 64107 7 1 ftft 646,76 FOF PH'q - GRAPHIC SCALE .................... �4 0 P 0 F"" J F 64J 10 0 10 20 40 64 7,28 1'" ' WATER MAIN Z' EASEMENT Y" ----------------, 'E .................................................. ............ 5 E3 8 (IN FEET) f,"47 27 ... ....... 645M 646,01 646 08........... ....... ..................... x x 64 7,03 7,20 ......... ......... 646,14 04 6W611 ............... x x ................. (54 J4 . ....... < ........... 46 0 (Q)F ("0 R I[ vv/\1, . ............. NOTES .. .......................... .. ............. .......................................... "idly 7 ............ 3 s W X 646,37 777� -G ........... 0 S10 . ....... . ........ 0 ............... .. . ....... G S 1 G ........... TOPOGRAPHIC SURVEY BY COMPASS SURVEYING, LTD. AND R.A. SMITH, INC. SURVEY BY COMPASS DATED JULY 20, "X 645,44> x COMED G TITLE 646,�, 141,11 -SEPTEMBER, 2019. SEE ALTA/NSPS LAND ...... x EASEMENT x 2016, AND SURVEY BY R.A. SMITH DATED JANUARY AND 646 34 W ................... . . . .......... A >( 6 4 7,05 TOPOGRAPHIC MAPS FOR COMPLETE EXISTING CONDITIONS. ....... --a 00 7-�646 7 vv VV .......... ... E . . . 10 A Vj 646,57 6'jq E5 W z ELEVATIONS L. 0 0- R ........ E UNLESS OTHERWISE NOTED, TW/BW GRADES CORRESPOND TO THE GROUND OR PAVEMENT ELEVA ONS AT THE WALL. I........... ......... ................................ Ti ai -------- --------- -a x T/W GRADE IS THE ELEVATION AT THE WALL ON THE HIGH SIDE. B/W GRADE IS THE ELEVATION AT THE WALL ON x .................. < 645,68 T4--- VAU1, F 6 646 32 1 E 4 THE LOW SIDE. TOP OF THE RETAINING WALL MAY BE HIGHER THAN THE GROUND OR PAVEMENT. 0 co . . ........ ... ..... ....... ,I/ �111111111 --,.647.31��... . ....... . ....... TOP OF WALL OCK D 0 647— TH- MATCH PROPOSED GRADING 647.00 v NO HIGHER AN 6 4 T5 2 ALL STAIRS AND RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION AND MATERIAL REFERENCE ONLY. co TO EXISTING 641 CONTOUR ............. 77- . �/ .' I I E 0 ....... THE CONTRACTOR IS RESPONSIBLE FOR CONSULTING WITH A GEOTECHNICAL ENGINEER AND/OR STRUCTURAL a). ..... TW647.84 647.10 AT THIS POINT.-- x BW639.50-'- 4 7: 7 ENGINEER FOR APPROPRIATE DESIGN CERTIFICATION PRIOR TO CONSTRUCTION, DEPENDING ON THE TYPE OF STAIRS (TYP-) TW647.93 U, 'n co 0 4 2 .........��.,�_-�646.42 64,'�69 6' 1 AND WALL. FOR ALL CONCRETE BLOCK MODULAR SYSTEMS, CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION T 0- 01 BW639.50 TW648 00 64( 46.81 1 �2�1''_z . ..... PER MANUFACTURER'S SPECIFICATIONS. ALL NECESSARY GEOGRID, REINFORCEMENT, BACKFILL, COMPACTION AND -0 CL TOPOGRAPHIC DATA THIS 45 02V TW647.10 BW639.50 ,, , \ ?� 0 BW639.50 DRAIN TILE ARE TO BE COORDINATED BETWEEN THE CONTRACTOR, GEOTECHNICAL ENGINEER, AND SUPPLIER. RASN U) SIDE OF DASHED LINE BY �1 2 646,58 x x 776j� Y, ASSUMES NO RESPONSIBILITY FOR THE INSTALLATION, GEOTECHNICAL INTEGRITY, OR STABILITY OF THESE STAIRS co COMPASS SURVEYING, LTD. F 46 4 AND RETAINING WALLS. SEE ARCHITECTURAL PLANS FOR WALLS AND STAIRS ADJACENT TO BUILDING. -0 E 64 646.50 646.181 X 9 1 " r1-1 0 '0 — 646.07 638 10 � CN 4 3,�X� 637.5 PROPERTY LINE — CO—643.25- k�J 9 THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR THE COMPUTATIONS OF ALL GRADING QUANTITIES AND 0- 4 71 �-643— x (TYP-) FOR THE ACTUAL LAND BALANCE, INCLUDING UTILITY TRENCH SPOIL THE CONTRACTOR SHALL IMPORT OR EXPORT 1 642 \. cm '7 tt' 1 64692 MATERIAL AS NECESSARY TO COMPLETE THE PROJECT. SHORELINE SURVEYED BY 0 64'14 r, 6 646.00 �4 64?,31� COMPASS SURVEYING, LTD. f,4,t X 6,45,12, "' -1118% 1 INSTALL UNDERDRAIN AT ALL INLETS IN PAVEMENT. SEE DETAIL SHEET C702 FOR UNDERDRAIN DETAIL. z CL PROPOSED FLOODPLAIN ............... �.5 64 X, < COMPENSATORY STORM SEWER DESIGNED FOR 100-YEAR EVENT. THIS SYMBOL SHOWS THE PROPOSED OVERLAND FLOW PATH FOR 10d, STORAGE LOCATION 6 38 "A'A CL 64664 647 38 STORM EVENTS IN EXCESS OF THE 100-YEAR STORM. co x -I— z /IJ x TW648.03 X COMED 10-YEAR FLOODPLAIN ELEV. 643.5 m MEN 111'11,!)1 x 6 d,�3,5: 641%61 �(x� 646.25 GRADE BREAK"""' 647.02,,--647.4 B 39.50 TW647.95 > 646.57 646. 5 EASEMENT 100-YEAR FLOODPLAIN ELEV. 644.7 z 1B BW`6S9.�O 647,16 6�4 4,6 E3 X (J7 113 x I tar 64j39 x co c: TOPOGRAPHIC DATA rn :', 11�'A THIS m PROPOSED OUTLET z (n SIDE OF DASHED LINE co 1A DETENTION 0 co BY R.A. SMITH, INC. SECURELY BOLT STAINLESS f" �f f,5 640�"� BASIN LOCATION STEEL OR ALUMINUM PLATE x 70 WALL OF STRUCTURE I I—I 'Ll,—01% x STAINLESS STEEL OR F21 3.0' ALUMINUM PLAN (Typ-) (TYP.) (114'MIN. THICKNESS) 0 as 4 64600 28 1 646 6f r- 0........... 0 "o ........... 85 47.0 647.43 40 * ' j 644 6B X t 646.57 646 6 21 641 64 IJ2 64tia K x 64 23 h. 14 x 647.43 TW648.03 BW639.50 or—MORTAR AROUND PIPE x 4 3 66 646,43 it trs x 646,26 x x x z x x 646.25 646.85 ........... 646.57 l, , :; 647.43 647,30 (546'd J,5 645,()',� x 648.25 X ....... �74 647.07- (XI x 64-3,IM ............... "oo 647.45 642 9 x 64 4"A"" ......... 6415'00 .... ......... ....... X 05 09 46 61 646 B& TW647.80 ............... x x MAINTAIN MINIMUM 1% SLOPE ON 644,6B x x BW639.50' ...........FINISHED GRADE FROM 642 CONTOUR x I 1 5 v TO MATCH POINT AT 641 CONTOUR iti 642 60 c I 43,63 3,62 X 7. 646.42± x 46.96 BW639.50 x X 64717 646,85 I W647 50 (546,7PE 64(,,x,89 STORMWATER ........... 6 BW639.50 x f343, ), "'D� x x 4 4. EASEMENT 646.00 646.57 ox 01 x 72"INSIDE DIA. PRECAST EPDXY GROUT STAINLESS LU F21 C�E) F21 o h . j 100 REINFORCED CONCRETE STRUCTURE STEEL OR ALUMINUM PLATE co 646.85 A 647 MATCH PROPOSED GRADING %K 70 WALL OF STRUCTURE 70 TO EXISTING 641 CONTOUR x /co, 47,56 6 x 646.10 FORM WATER 77GHT SEAL UL. z 01 0 x411U,11 NEE74AH R-1792—a (TW-) LU x x It 4 4,55, x (543.09 RIM a- 64750 —9*RAT W, > q 6,2 1 4� x x x 4"Y", LU 0 / 2'ADJUSTING RING x X X t 4.1 "1 (L 6 646,61 1 �<�=� 11�"DO /11 4 7,1 2()19 1'ex 4 1 1 �'I '' 1 1 4.. 6 3 ES,6 0 646.25 040.0/ 646.85 647.47 646.81 / PRECAST CONCRETE FLAT z x //'�11, 64011,11 N 0' (7, TOP AND ADJUSTING RINGS 11" MAX x ro 41 , 647 20 647,37 647 29 x 6 4 7,04 647,13 K LU z x x X................... 647.1 0± x a U I-lo 64,3 co o 647 43 7 '2 0 x x 64 7 76 7//7/ R.4 7 BOTTOM INSIDE OF '643 24*DIA. OPENING.......... 644cq' x STRUCTURE 646.25 .. ......... 64 99 o ....... x ............. ly 12.60 CFS (100—M 30—MIN STORM) z Z / x 647.50 GRADE BREAK 64.31, A- OF 100—YR, JO—MIN STORM } Z LL DEPTH 642, 72'INSIDE DIA. PRECAST W7H CLOGGED ft7R 645.84 PA 642 44 x REINFORCED CONCRETE STRUCTURE x LL x \S 646.00 f,54(�M 646 70 64 x 642,42 .2 647.50 646.57 x 646. f,,47,D7 %K 5 x x x M x x 647.17 646.56\� �46.71 647.60 x x 646.50 646.78 S TOP OF PLATE 645.10 X 9 5 6�46 66 646.18 64 4 647,24 x \6,42,55 646.68 x 10 x x z I DB x x 647, 646.68 x 6,45 6,2 642 71 x x Y, 0.75 646.75 646.61 ....... . .......�3 10 ............. ............... 24'INLET PIPE 646.94 st& ....... ........ 24* OUTLET PIPE I.E. 639.50 6 43 0,15 f,546,49 ................... 642 68 644,'14 72 646.16 ji. ....... .......... (,54('p,50 "'Y1 x 644,(A x 646,/G� I.E. 639.50 6,47,12 (546A4 64666 646�24 I x x 6 4 5,14',4 0 6'e�'76 '(647.21) 647.30 4 5' �'(647.55) x k2 4*DIA. RES`7RIC7OR CORED 647.48 M TOC± GROUTED INTO STAINLESS STEEL OR 646.75 646.75 47,46 6 646.66± � (' ' 646.60 646.71 ," !t� 0 64534 647.05 12" SUMP--�/ < x — ALUMINUM PLATE ...... 647.41 I.E. 6M50 'F2]' 645- 647.55 x 7-77-777648.07 TOC± x (545 74 546.24..y x 6i7 211 64627 646"J57 5'5'�X , L VV/\I I 646M 648 ..... x CL s 10 E31, 0( sio� I "I'll'.-I "I'll'.-E3 R" 647 64647 NOIM- '0 A R F"E(,,,44,52 644,34 643,EVI 6 4 4,11 WOOD B 1. STRUCTURE SHALL BE CONSTRUCTED CONFORMING TO THE x x —47a X, x 6 4 4,3 6 4 7,16 ............... REQUIREMENTS OF ASTM C x ........... 2. REINFORCING STEEL NOT SHOW x ............ . ..... x x x O f"543,93 FA 4 06 J. STAINLESS STEEL FASTENERS SHALL BE USED 70 SECURE x x AdA(11 ALL PLATES IN OUTLET CONTROL STRUCTURE. -7x47 x 643,77 (:43,49 358 MAINTAIN MINIMUM 1% SLOPE ON FINISH f543 65 x ........... 643,�M­­' 6 4 x OUMET C010ROL STRUCTURE 1210 DETAIL 64 f QW, x El, EC VA�'j 1, F 644�'�4 x o GRADE FROM FLARED END SECTIONS TO MATCH POINT AT 641 CONTOUR x OUTLET 1A DE7EW77ON BASIN U CL OUTLET 1A DETENTION BASIN C) OUTLET STRUCTURE WEIR = 645.10 100—YR HW ELEV (W/TAILWATER)= 644.25 r-\ COPYRIGHT 2019 100—YR HW ELEV 641 .87 R.A. Smith, Inc. DATE: 10/04/2019 2—YR HW ELEV 640.31 co SCALE: 1 20' OUTLET ELEV = 639.50 JOB NO. 3160183 BASIN BOTTOM ELEV 637.50 • PROJECT MANAGER: (D (D I PAUL V. MCILHERAN, P.E. U) CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DESIGNED BY. AJS3 EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, (D STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. CHECKED BY. PVM THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN U R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, Know what'sbelow. ON THIS PLAN ARE APPROXIMATE. 'MERE MAY BE OTHER SHEET NUMBER LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT Call before you dig. THAT ARE NOT SHOWN. OF R.A. SMITH, INC. TW -BW 6 z 77 47� 63 L6 9 318 C400 co ————————————————————————————— ————————————————————————————— N 0 z F— CL W L) V) R l V 64 0 7 1"OF, PH'q ("D0,4- , GRAPHIC SCALE 64-J 10 0 10 20 40 0 P 0 F \l J I .......... .......... (IN FEET) ......... "I'll".................... .......... ................ ............... 04 ....... ... .............. ................. ...................... ................. ......... 1'1:`��l............. 0l\CRE1"E WAU ..... ....... ...........1,5 ........... - ------------------ NOTES . ....... . ....... . .... sio ........... ... ............. ........... .. . ....... G G ............ S`0 7 J�r- GENERAL NOTES: INLET PROTECTION D, 1. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SHALL BE PER THE 77", EDITION.(TYP.) ......................... .... ...................... E ILLINOIS URBAN MANUAL, LATEST EDI —0 00 W ...............N, ......... vv, vv a ......... vv vv 'n . .. .... z "N" 2. THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY GIVEN ME DURING 6 ....... ca ....... ............... DEVELOPMENT. —"-/ N 1, ---- I ---- ---l-,.................... "j .......... ...... 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE AS PART OF THE LAND DEVELOPMENT . . .... ....... . ....... . ....... a . ............. . ..... JI? 647 PROCESS BEFORE SIGNIFICANT GRADING OR DISTURBANCE IS ALLOWED. co ... ....... ---- ———— 0 .................643 .... . .. ..... .............. TOPOGRAPHIC DATA THIS 3: 77 SIDE OF DASHED LINE BY 4. CONTRACTOR SHALL PROVIDE CONCRETE WASHOUT FACILITY THROUGHOUT CONSTRUCTION COMPASS SURVEYING, LTD. .............. ,j 5. VERTICAL DATUM IS NAVD88 0- 00 0 . ......... cn 6. ONLY THE CONSTRUCTION ENTRANCES SHALL BE USED FOR ACCESS CROSS THE RIGHT—OF—WAY. 'a 0) co E —639 7. EROSION CONTROL FABRIC REQUIRED ON SLOPES GREATER THAN 4.1. 0 1 ......... 777 PROPERTY LINE ....... CN 637.5 co TYP. 8. SEE LANDSCAPING PLAN FOR RESTORATION SEEDING olt 4 SHORELINE SURVEYED BY 0 TOPSOIL Q) a) 6 COMPASS SURVEYING, LTD. C)- STOCKPILIII �E AREA DEWATERING: 1. CONTRACTORS SHALL UTILIZE GEOTEXTILE BAGS OR PORTABLE STORAGE TANKS WITH BAFFLES FOR AIA DEWATERING PURPOSES. z co z 2. DEWATERING DEVICES SHALL BE PLACED ADJACENT TO THE TEMPORARY SEDIMENT BASIN OR ALONG z U) STABILIZED VEGETATED DIVERSION BERMS. 7- TOPOGRAPHIC DATA (THIS PROPOSED OUTLET ca SIDE OF DASHED LINE co 3. DISCHARGING DEWATERING DEVICES ONTO NEWLY GRADED OR UNVEGETATED AREAS IS NOT AN cn BY R.A. SMITH, INC. 0, 1A DETENTION ACCEPTABLE PRACTICE. E 0 ca 0) BASIN LOCATION as 00� I J :F21 co 0 INSTALL PERFORATED RISER ANTICIPATED CONSTRUCTION SEQUENCE: DETENTION it I 'PIPE AT DE BASIN 1. INSTALL SILT FENCE AS SHOWN ON PLAN. MAINTAIN AS NECESSARY DURING CONSTRUCTION. OUTLET DURING CONSTRUCTION, 0�J J1111111111111JJ�JIII/I 0) ........... Co 0 PER I R LAKE COUNTY DETAIL 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 3. CLEAR AND GRUB 4. TEMPORARILY STOCKPILE TOP SOIL ON SITE WHERE LOCALIZED DISTURBANCE ACTIVITIES OCCUR Z'// J (EXCESS TO BE REMOVED FROM SITE ACCORDING TO GENERAL CONTRACTORS CONSTRUCTION PHASING g] C��o g] CONCRETE' z PROPOSED . ...... . ....... . ....... . .......... . ....... PLAN). WASHOUT AREA, ................ 0 5. FINISH ROUGH GRADING SITE. & Lek` F- 6. CONSTRUCT CONTROL BUILDING. ............. 7. PROCEED WITH UTILITY CONSTRUCTION. 14 I , I c") cl) ...... 8. GRADE SITE AND PREPARE AGGREGATE BASE. z STABILIZED 9. STABILIZE DISTURBED GROUND WITH PERMANENT SEED AND MULCH. CONSTRUCTION:F21 C�E) F21- b LU PROPOSED RIPRAP JK ENTRANCE 10. INSTALL PAVEMENT SURFACE. M (SEE DETAIL) LL (TYP-) 11. INSTALL LANDSCAPING. LU ....... . ........ j > 12. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL BMPS MEN DISTURBED AREAS ARE 0 �x ) I ...... PERMANENTLY STABILIZED AND NO LONGER SUSCEPTIBLE TO EROSION. LU 0 25.0' .............. F- x z z 0443 LU :g] glo F- 50.0' 647.50 z ........... Z LL OK LL M cn --—————————— —————— —————————— cl) ca Ir LU Irr ...... . ....... 10 ................. ................. iL < ................................................ ........................... ............... .................... ............ ........... X., 6 4 4 CL 41... ....... ..... 6....... ...... 49A.............. "Z E31, OCK VV/\I, 1,---S 10 S10 6 ��48 ....................... 6 .......... '0 A R I FE\l O rr WOOD B 11011 ........... ............... .................. ........ ............ ............ .......... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .... ... 6 4 4 CL I-I I I-I I-..... ' 'I'll --I'll ' 'I'll '- Ell, F VA�Jl, F -0 ... ... ... ... ... ... 0 SILT FENCE 0 EROSION CONTROL MAT (TYP-) 0 1 (TYP-) Know what's below. @ COPYRIGHT 2019 R.A. Smith, Inc. Call before you dig. Uj DATE: 10/04/2019 co CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SCALE: 1 20' 0 EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING JOB NO. 3160183 DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. PROJECT MANAGER: (D (D R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, I PAUL V. MCILHERAN, P.E. C/-) LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS 1� MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF R.A. SMITH, INC. DESIGNED BY. AJS3 CHECKED BY. PVM THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER SHEET NUMBER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 777 C500 co 12" IN (54( (3 7 R I h/1 (3 4 1 Rk/1 (,,W:,37 12" IN (540,82 4 R1/1 (W:,Y 7........ -------------- NAC,C, SSIBL ------------------------------- N z 0 F- NEW STO MH 1610 CL RIM 646.28 W Rk/1 (34(>,,:„:� 0 Rk/1 (347,39 IN (337,2::I:: 21: E 639.58± U) S (337,2::I:: 21 S 639.58± LLj 5( IN (538,8::�:: Rk/1 (W:t,(39 R I h (3 4 fry/1 12" W (540,3d:: 12" 1',IW (338,8::�:: 12" (540,8::�:: 12" W (540,��)d RE-ROUTE EXISTING 12" \ACCES'S'1BLE R V 64 0 7 12" E (540x:�:: INTO DETENTION BASIN 21" STORM SEWER GRAPHIC SCALE FO F FIH`F� (34-0, 711� R I h/1 (3 4 7��,5 OP 0 F J F 6 4, COMED 10 0 10 20 40 1 1 1 1 1 1 12" W (540,4::�:: EASEMENT WATER MAIN 12" EASEMENT .......... ........... (IN FEET) . ....... ........ .......... 04 ........ ............... �4 CONNECT PROPOSED 6 .................................... . . . . . . . . . .. HYDRANT LEAD TO EXISTING --rl....... Rk/1 (345187 (',(-)�\CREFE WAUK, 39.59' 21" 00.20% 10* PUBLIC WATER MAIN . ........................... NOTES 12' E (540,�,)d ........., .... ........ STO SEWER LqL J-) , t, ­ 1� 1 111111!5 1(�) "S10, slil(�4oz. ....... . SM. ............ 77�: ........ ........ . .......... ........... .. . ....... G G G PIPE LENGTH DISTANCES AND ELEVATIONS ARE GIVEN TO THE ......... STO STUB 1310 ............................ ..... CENTER OF MANHOLES AND INLETS AND THE PIPE END OF THE 8" W 642.44 W "Ill "" OUTFACE STRUCTURES. OUTFACE STRUCTURES SHALL BE PLACED -0 00 VVvv .... .......... ................. ......... vv vv .......... TO BLEND WITH EXISTING OR PROPOSED TOPOGRAPHY. E ............ ............ ...... E 0, E 21" W (339,80 i F"',1� REFER TO DETAIL SHEET C702 FOR MANHOLE SIZES AND ai ............. ............. ..... ............ CASTINGS. LO ............... .. . ....... 0 '111 21 V9,(3 3 9 zk: RIM ELEVATIONS ARE GIVEN TO THE FACE OF CURB FOR INLET 1" TEE FROM :T �1­ co EXISTING WATER MAIN 7 ------ 12 IN I IN A C,C,E S S I B 1,E E GRATES OR THE CENTER OF THE MANHOLE CASTING FOR > STO FES 1300 p STO MH 1020 . .................... a) MANHOLES. PIPE LENGTHS ARE MEASURED TO THE CENTER OF 8" E 642.00 RIM b4b.its >> 0 - ------ -- - STRUCTURE OR THE END OF PIPE WHERE THERE IS AN ENDWALL 15" S 639.64 15" W 639.64 0- BEFORE PROCEEDING WITH ANY UTILITY CONSTRUCTION, THE co 0 116.42' 15" 00.55% 22.5* HORIZ. CONTRACTOR SHALL EXCAVATE EACH EXISTING LATERAL OR T cn STO SEWER to 114- "a 43.89' 8" 0 1.00% BEND -1 --v co STO SEWER Rk/1 (34(3,(37 POINT OF CONNECTION AND VERIFY THE LOCATION AND r1-1 0 C-4 E 1 8.00' 15" 0 0.50% ELEVATION OF ALL UTILITIES. IF ANY EXISTING UTILITIES ARE NOT 0 10 SM MO -sM--: -1 -- STO OPEN PIPE 1600 12" S (543,49 10 SM -SM- STO SEWER + AS SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY CN 21 N 639.50 - CO STO CB 1040 PROPERTY LINE THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. 0- STO FES 1000 2-2-0- HORIZ. ii RIM 646.50 (TYP-) BEND I ��1, -i 15" E 639.00 THIS STRUCTURE IS A CONTECH 12" W 640.32 INSTALL UNDERDRAINS AT ALL INLETS IN PAVEMENT. SEE DETAIL 0 - CDS WATER QUALITY DEVICE SHEET C702 FOR UNDERDRAIN DETAIL. ai SEE SHEET C702 FOR DETAIL. z 77.09' - 12" 0 0.50% 6" HYDRANT STO MH 1030 < RIM 646.14 STO SEWER LEAD 0 MIN. 6' COVER CL z co STO INL MH 1050 15" W 639.68 z RIM 646.00 15* N 639.68 COMED 15" S 639.72 12" E 639.93 EASEMENT 15" E 639.72 1 1 co c: STO INL MH 1060 PROPOSED OUTLET �: (U 0.50% RIM 646.00 STO Simi 1065 x cn 0 co 8.00' 15" 0 12" W 640.36 1A DETENTION (3) STO SEWER 12" S 640.19 BASIN LOCATION 15" N 639.94 R I h/1 (3 4(3, 9 : F21* I I 12" E 640.19 0 12" H (543,31 0 12" N'l (3 44.22' 15" 0 0.550% SM .............. 0 STO SEWER 0 3t 50.00' 12" 0 0.50% 35.00' 12" 0 0.50% 1% STO SEWER STO SEWER 12" S 639.50 STO OPEN PIPE 1100 z Sim 110- mr, 1070 RIM 646.00 12* S 640.44 r, 11, (............2' - 12" 0 0.50% �:5 Rk/1 (34(>,��:x(> 12" N 640.44 8.00' 18" S (543,02 STO SEWER all: 235 LF 1" COPPER WATER SERVICE 0 .. ..... I MIN. 6' COVER. PROVIDE 2' CLEAR WITH 12' ROTATE CASTING IN LINE 12" 1',IW (543,11 INSULATION AT STORM SEWER CROSSINGS. WITH PROPOSED CURB HEAD STORMWATER 720' 60" Al ` J EASEMENT STORM SEWER 90* HORIZ. LU I I I: :F21 F21*0 IE 639.50 -x- BEND M 24" 50.00' - 12" 0 0.50% PROPOSED LL STO FES 1200 0 0.48% STO SEWER STO SEWER GATE VALVE . . ....... 0 LU z 24" SE 639.00 1 1 1 PROPOSED > I I o 0 31: HYDRANT STO INL MH 1110 (L x RIM 646.10 z NNNNN�NNNNNNNNNNNNNNNNN�������NNNNNNN����������NNNNNNNNNNNN Jlll1l1l111111111111J111111111111J1J1J1JJJNNNNNNNNNNNNUJ 12" S 639.54 1�- LU STO CB 1080 0 :g] 12" N 639.54 F- RIM 646.00 NNNNN 12" N 1640.69 F- sro STO MH 1230 < W� S OUTLET CONTROL RIM 646.23NNNNNN Z LL M STRUCTURE 1210 24" NW 639.50 . ....... . ....... . ....... . ....... . ....... LL 24" E 639.50 M RIM 647.50JJJJJJJJJ IE 639.50 --- - --------------- 78.91' - 12" 00.50% 0 cl) "s (SEE DETAIL SHEET C400) -'�tSTO SEWER Rk/1 (34(3,38 5(1" E (339,9::�:: REPLACE EXISTING CURB 13F)" V'V (540,0::�:: STO SEWER � / 18" W 11.40' - 8" 0 1.00% 5 CASTING WITH R-2502 I NACCESSIBLE ... ....... . ....... . ....... 0, ... ..... 78' - 24" 0 0.00% NNNNNNNMMMMMM ........................... STORM SEWER 1,E ................................. NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN����������NNNNNNNNNNNN �lllllllllllllNJlll1l1l111111111111111�11111J1J1J1NgNgNNqNNNN IE = 639.50 STO B 1410 8* W 2.11 < SM SM CL C] 0 -Po . ....... ... .............. S10 I()..... ..... SID ........... Ln S STO 8" E 64 FES 1406" SIC) ........... . ....... sm..... ..... c� k2 00 Y . ........... ............... Rk/1 (34 51 01 l ro r,,,oi,,i[) (33, Z STO FES 1500 O 9 8" SE 642.00 Krr0h/l (33��:�,(38 Rk/1 (3 4 ... ... ... ... ... ... ... [,ye r )4vi oi, fioi [ R(0)r >/1 OF� U�[�: ('31,3::�:: Z, ... ... ... ... 9.75' 8" 1.00% STO C13 1120 STO SEWER 52.82' 8" 0 1.00% STO STUB 1520 Rk/1 (,,W�:�,79 < STO SEWER 8" W 642.63 INE NACCESSIBLE RIM 646.24 CL W NACCESSIBLE 12" N 639.93 STO 45* BEND 1510 Borr0h/l RLOW (339,(>::I:: 8" E 642.10 8" NW 642.10 COPYRIGHT 2019 Know what's below. R.A. Smith, Inc. Call before you dig. CL DATE: 10/04/2019 co CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SCALE: 1 20' o EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING JOB NO. 3160183 DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. PROJECT MANAGER: (D (D R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, I PAUL V. MCILHERAN, P.E. C/-) LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS 1� MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT 0 OF R.A. SMITH, INC. DESIGNED BY. AJS3 -0(D CHECKED BY. PvM THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN U ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER I SHEET NUMBER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 77 z ___rj �EXIS EXISTING C600 co 1/2"R, 6" 1 S.I.STOREY LUMBER CO.,INC. 285 BIKE STOREY �, 3 R. 1/8" 1/2"R. E',GA 3DI °� 4" MIN. BASE'` '�D �, O z_ TOIL FREE; 888)934-1605 AGGREGATE DENSE EXPANSION JOINT y� O PHOI�IE; 234-IW5 STEEL. SEE ID0T QO ~ F 1 • EXPANSION DETAIL. �E$ QQQO Q . 1 BAR O QQQQO O 24 TO Lr. � . .. r.. . .. r . 7� ,,,... r. .. BOTTOM GRADE OF STONE O QQOQ o RETAINING WALL Ta'OF .. C C .....I C ....�l TO MATCH BOTTOM GRADE QO #4 DEFORMED 12 `18" OF ADJACENT STONE. STEEL CONTINUOUS REINFORCING BARS 4" 10" 4» CURB SECTION 18" 12" FOR POST AND RAIL PAVEMENTTYP.MLSECTION STANDARD CURB SEC 77ON 18 FLARE STANDARD CURB SECTION TO Q 24" TO BACK FACE OF DRAINAGE STRUCTURE AS OF CURB NECESSARY CURB & DRAINAGE STRUCTURE INTERFACE N.T.S. 3"R, 1/8" co 0 4" MIN. BASE%" to 1/2 R. rya v AGGREGATE DENSE I ` ' _ . EXPANSION JOINT � , STEEL. SEE IDOT S- - � • EXPANSION DETAIL. �� o CL N cx =r " 71 BOTTOM GRADE OF STONE � T ...w.cI tl, C I C l TO MATCH BOTTOM GRADE '�' NOTTOSC&E1.1b » OF ADJACENT STONE. — NOTTOSCALE 6 18CL #4 DEFORMED . 1. I I STEEL CONTINUOUS �30 :. o FTOPOFSLOPE R .n r. REINFORCING BARS 4" 10» 4» ( a� Z DO Nar WALE '� a� 4. ILL 12'. /�� Q— & 11 NE. 4,WOW FOR USE IN MY.CONSTP. CL &TYP.POST:Ir X r X V - TYP.RAIL:C X Ir X 11'1 i 1/2" � 7. FA rENIEFS:ASTM AW;Ax4�F436 TYPE 3,AM OH3. REVERSE CURB SECTION 18 ,;`, �z TIMBARRIERN SPLICE PLATE�" CURB SECTION 18" ��,m a� 9. T F OF 7 s Y � 10. 1 1 I 11. I F T VISIT mm.GN)d0Wkmft%* REFERENCE �, _ I 0 � Eft 661•d09. 911 FLARE STANDARD CURB SECTION TO r� FACE OF DRAINAGE STRUCTURE AS o• Tc11�r IalanuwAVAHDSTREETAwIIA (25IIrrAic) NECESSARY ° Ull���,�JUDUI�lUII���II a� � TAPER FULL HEIGHT CURB HEAD ROUND MANHOLE CASTING IN GUTTER PAN �i o $61 aa1 FROM 6" TO 0" IN 5—FT S, N.T.S. PROTECTED BY COPYiaW-1nrAW cam UJII/11111»»11D1»»»11�u� GUARDRAIL - ADJACENT TO RETAINING WALL z 0 N.T.S. 2,_C„ 1.5" HMA SURFACE COURSE TYP. H CONSTRUCTION JOINT ' TACK COAT f - - a- '�� a. w ' ii", f xf i'* T ^• d " 2.5" HMA BINDER COURSE CURB HEAD TAPER U. w z p 14" BASE AGGREGATE DENSE 7 w O c� o, p OC a J COMPACTED SUBGRADE z p Q r� w 4" ~ OJ z w BITUMINOUS PA VEMENTCbLEA VY DUTY TYP. a a a p w z U CONCRETE CURB & GUTTER NOTES: MIN. 4,000 PSI CONCRETE SHALL BE USED IN CONSTRUCTION OF THE CURB & GUTTER THE � CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE SLOPE OF THE GUTTER PAN. 1/2" - m TYP. PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED TRANSVERSELY IN THE CURB AS ZQ 5" 4,000 PSI CONCRETE PAVEMENT FOLLOWS: 6" 4,000 PSI UNDER DRIVES GRADE A 1) AT EACH JUNCTION OF RADIUS RETURN CURB AND THE CURB WHICH IS PARALLEL TO THE W/ FIBERMESH REINFORCEMENT .<,° « "� NOTE' PROJECT CENTER LINE. p ALL TRAFFIC FLOW ARROW 2) AT EACH JUNCTION WITH EXIS77NG CONCRETE CURB OR CONCRETE CURB & GUTTER. N e: TO B E REFLECTIVE YELLOW 3) AT EACH JUNCTION WITH EXIS77NG CONCRETE SIDEWALK, TO THE DEPTH OF THE SIDEWALK. O " 1 PAINT PER SPECS. O 6 BASE AGGREGATE DENSE �.,.. .. �.,..: CONCRETE CURB & GUTTER DETAILS COMPACTED SUBGRADE PARKING L 0 T DIRECTIONAL ARROW L OCA TED A T EN TRANCE AND EXl T CONCRETE SIDEWALK SECTION N. T.S 6ERIVA7E WOODMAN'S SI TES HMA SURFACE COURSE PROPOSED BITUMINOUS SECTION (SEE INDIVIDUAL SECTION FOR THICKNESS) • Z Z PA VEMENT NOTES.• TACK COAT , a 7" 4,000 PSI (28 DAY 1. ALL HMA SURFACE COURSE TO BE CLASS C, N50 (PER HMA BINDER COURSE U) COMPRESSIVE STRENGTH) AIR IDOT STANDARD SPECIFICATIONS). Know what�S below. © COPYRIGHT 2019 ENTRAINED CONCRETE (4.5—Z 5% BASE AGGREGATE DENSE AIR ENTRAINED) W/ FIBERMESH 2. ALL HMA BINDER COURSE TO BE 1L-19.0, N50 (PER y g, IDOT STANDARD SPECIFICATIONS). 111 before you di R.A. Smith, Inc. REINFORCEMENT Q Q Q DATE: 10/04/2019 J. ALL BASE AGGREGATE DENSE TO BE CA-6 COMPACTED " CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SCALE: N.T.S. co 16 —3 BREAKER EXACT LOCATION AND DIMENSION OF ENTRANCES VESTIBULES BASE. 9" BASE AGGREGA TE DENSE C C (CA-1 STONE) STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. JOB NO. 3160183 4. PAVEMENT SECTIONS ARE SUBJECT TO VERIFICATION BY THE GE07ECHNICAL ENGINEER. \ R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, PROJECT MANAGER: COMPACTED SUBGRADE COMPACTED SUBGRADE `' PROOF ROLL AND LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS PAUL V. MCILHERAN, P.E. U, 5. CONTRACTION JOINTS IN CONCRETE PAVEMENT, MADE COMPACT AS NECESSARY OFDE TO THIS R.A. SMITH,PINCN WITHOUT THE EXPRESSED WRITTEN CONSENT DESIGNED BY: AJS3 TRANSVERSE TO THE DIRECTION OF TRAFFIC FLOW, HEAVY DUTY CONCRETE PAVEMENT SHOULD BE MADE AT INTERVALS OF 15 FEET OR LESS, PROPERLY REINFORCED WITH LUBRICATED SMOOTH DOWEL THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN CHECKED BY: PVM Wl THOU T STEEL REINFORCEMENT BASE COURSE REINFORCEMEN T A T SOFT SPO T BARS INCH DIAMETER, 18 INCHES IN LENGTH AND ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER (� ) LAREAS TO BE DETERMINED IN THE FIELD UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA SHEET NUMBER 6ERI VA TE WOODMAN'S Sl TES PLACED ON 12—INCH CENTERS. , THAT ARE NOT SHOWN. 3 0 M co O M / INLET PROTECTION - PAVED AREAS INLET PROTECTION - PAVED AREAS ANCHOR SLOT BY BURYING CURB PROTECTION SILT FENCE PLAN 714E TOP END O- MArnNG DR❑P-IN PR❑TECTI❑N IN A 6" DEEP TRENCH. EROSIaV CONTROL MA777NG Filter Fabric Fastener - Min, No. 10 Gage Wire PR07EC77NG EXPOSED GRATE 4 Per Post Required, (Typ,) SURFACE OR SLOPE Z PROPEX GEOSYNTHETICS EROSION PROPEX GEOSYNTHETICS O CASTING 5' Max CONTROL PRODUCTS: CONTACTS: F- CL (Typ) TEMPORARY EROSION CONTROL MAT: John Roberson,Regional Manager ' ! "CS2" 10518 Hamilton Rd W Yoder,IN 46798 (USE"1.5 ANCHOR/S.Y."ANCHOR PATTERN) Phone:260-410-3103 SUPPORT SYSTEM OVERFLOW AREA STAKE THROUGH (USE 8-INCH STAPLES FOR ANCHORS) Fax:260-638-4835 WITH LIFT HANDLES NETTING OR OTHER N METHOD OF 11. PRNO IOR TO 714E INSTALLA7101V OF ANY EROSION CONTROL Kevin Kconsin Market Development Manager ANCHORING ENDS. MATTING, ALL ROCKS, DIRT CLODS, STUMPS, ROOTS, ]RASH AND 1817 Wisconsin Avenue,No. 131 ANY 07HER OBSTRUCTIONS WHICH WOULD PREVENT 714E MAT FROM Grafton,WI 53024 SEDIMENT E LAYING IN DIRECT CONTACT WTM 714E SOIL SHALL BE REMOVED. Phone:262-353-8766 BAG/FILTER _ _ CURB HEIGHT I- 2. THE MATTING SHALL BE ANCHORED ALONG ITS ENTIRE Fax:423-553-2302 i ft in. MIN. 6' co PERIMETER WITH A 6"x6" ANCHOR TRENCH. AFTER MAT77NG IS LAID IN TRENCH, BACKFlLL, AND COMPACT WITH SOIL OR GRAVEL. ELEVATION J. 714E MATTING SHALL BE ANCHORED TO 714E GROUND USING 10 INLET I'� GAUGE WIRE STAPLES, 6" IN LENG7H BY 1" W1DE W TV A COVERAGE ALL EROSION CONTROL PRODUCTS TO BE INSTALLED PER LATEST J` - NOT LESS 7HAN 1 STAPLE PER EVERY 4 SQUARE FEET O-MATTING STRUCTURE 4 /NsrALLAnoas SHALL Also BE /N ACCORDANCE w/714 MANUFACTURER INSTRUCTIONS, ESPECIALLY NOTING REQUIRED }i} i Filter Fabric MANUFAC7URERS RECOMMENDED GUIDEUNES, WHICHEVER IS MORE STAPLE PATTERNS AND ANCHOR TRENCH REQUIREMENTS. 1 ft in. , ������ FILTER BAG FILL 5.STRICT MATTED AREAS MUST BE INSPECTED ON A WEEKLY BASIS, AND COVER ' �� WITH FILTERING Flow _ GRATE �' .�-- Direction G� AFTER EACH SIGNIFICANT RAINFALL. BARE SPOTS, MISSING OR 00 MATERIAL LOOSENED MATTING MUST BE IMMEDIATELY REPLACED AND/OR E SEE DETAI Ground dine O 0, ABOVE l,� STORM SEWER CURB RE-ANCHORED. Undisturbed 6. INSTALL TEMPORARY EROSION CONTROL MATTING ON ALL L CASTING INLET WITH GRATE SLOPES 4.1 OR GREATER. 1-0 Q OVERFLOW OR OPEN CURB ` ' v E CO AREA EROSION CONTROL MATTING DETAIL q: SEDIMENT — L BAG/FILTER Compacted Backflll ` p — SUPPORT SYSTEM WITH LIFT 6„ ? E %;` E cn HANDLESco INLET Min _0 E FABRIC ANCHOR DETAIL 0 0 N STRUCTURE — ' '- 0- STORM DESIGN NOTES: J SEWER NOTES m m PVC RISER PIPE SHALL BE ONE SIZE SMALLER THAN T„; Q=_ 1, Temporary sediment fence shall be installed prior to any grading work OUTLET PIPE AND SHAD BE SECURELY FIXED TO THE CL � In the area to be protected. They shall be maintained throughout the INSIDE OF THE OUTLET PIPE WITH MORTAR. u Q Q construction period and removed in conjunction with the final grading Q � Z and site stabilization, PVC RISER SHALL HAVE I" HOLES EVENLY SPACED Q — AROUND THE CIRCUMFERENCE OF THE PIPE AS FOLLOWS: �d 2, Filter fabric shall meet the requirements of material specification TRASH RACK (OPTIONAL) 592 Geotextile Table 1 or 2, Class I with equivalent opening size of PIPE DIA NUMBER of r' HOLES co � at least 30 for nonwoven and 40 for woven, E" (IN) PER LIN FT OF PIPE 1' BELOW EMERGENCY SPILLWAY ELEVATION 0 � � 3, Fence posts shall be either standard steel post or wood post with a 5 25 I a� orr —OL minimum cross-sectional area of 3,0 sq. in, ?1 8 q� T 10 50 i 'p 0 PVC RISER PIPE REFERENCE STANDARD DWG. NO. ; �� � REFERENCE �w--;•m Project L,rr; STABILIZING WRAPPED WITHCHICKEN WIR R 1 DOUBLE OR TRIPLE //� i1 3 REFERENCE STANDARD DWG. NO. Project l IUM-620A PVC RISER PIPE SHALL BE LOOSELY �f�/ STANDARD DWG, NO. Designed Date i c �J1 m Project J TuM_561DV SHEET 1 OF 2 ED E 0 /4' HARDWARE CLOTH I T 1I LL11 Checked Date STONE 1)1)(f1U1111111111111111111111 Designed Date p �,�� IUM-SO1C MORTAR W PLACE AROUND BOTH MEMBERS AND WRAPPED ON THE OUTSIDE 9 ��� ��� � SHEET 1 OF 1 Designed Date � � Approved Date DATE 3-16-12 DOT CA-I fir.- ` Checked Date WITH A WOVEN MONOFILAMENT GEOTEXTILE. Checked Date SHEET 1 OF 1 ET PIPE Approved Date' DATE 01-11-11 Approved Date �.,_.,..,--°° DATE 01-11-11 1 OUTLET PLACE SUFFICIENT CA-I STONE TO HOLD THE RISER PIPE c FLOW � N PLACE, IF TRASH RACK IS PROVIDED, IT SHALL BE SECURELY 0 FASTENED TO THE INLET, TRASH GUARD MAY BE FABRICATED FROM METAL RODS (1/8" DIA MIN) OR GALVANIZED WELDED WIRE FABRIC (16 GAGE MIN), THE SPACING BETWEEN VERTICAL MEMBERS SHOULD BE (INCH, La PERFORATED PVC RISER PIPE RIPRAP AREA 1 LU }} AIL APPROVED BY:M.G.ZEMAITIS M -,t5 ` l t5 `�• .,l t5 `.�,�. REVISIONS DATE O 41 41 ...._... .._.. .._. Revised Title Block 2/24/17 DLakeCou ntyaeon DATE: 1AN.22,2111 L N... E E E ,J P LU ii A ( (w:... 1 �(.. 1 e' ""', ,,,: A STABILISEDCONSTRUCTIONE. NTRA E LA n . . E . . . . //_ T IDIL.I NTI EO T TIDN FIT , PERFORATED RISER N LNN E o O z J PIPE TAIL x STORM SEWER ] �Q Ettln L . _ z O C� U C, a Ground O W Q L, B Wash O z E I- J LU 1. ' Min EARTHEN , n LL O xNst irw � m 10' MIN. STORM SEWER PLAN V/EWW - , ~I BERM 6" WIRE STAPLE OR SANDBAG 7,0 IMIri PO'V meat „. APRON END WALL Coarse A rnega,te ' � W 30-MIL POLYE7HYLEN m�i Ast Extend Fuld, WWt oDrainage .,.. M �P ��lt,l��r IOf Ingress ;And Egress TSediment .-e.. �' 1:1 erotion, Trapping Device, STORM FI "tN /�E Filt.er� a �ri� _ �rr'� rrx'��Y''x'��Y''" ,. yX"1S,yX'?x y !x ,' ' �„ BERM Q SEWER mm L �:❑I A~ A 'r ' ' N NA71VE OIL ,/, O a r CL SANDBAG ANCHOR ..1° L 01 Slope 30-MIL POLYETHYLENE 6" WIRE STAPLE OR SANDBAG GE07EX7ILE FABRIC, TYPE E fv f E ` 1 HR, COMPLYING W77H SEC77ON E C, y C y A L gs:�1 0 (ANCHOR EVERY 2' AT TOP OF SLOPE)210 OF 7HE STANDARD EARTHEN BERM ANCHOR SECTIONS M SPEC/FlCA710NS FOR ROAD ` /, d E d E Be e t "- ��,7 PLAN VIEW l(., mom\AND BRIDGE CONSTRUCTION & - ,,,, LETTERS 6" MIN. HEIGHT e N LATEST ED171ON, STATE OF ILLINOIS � i �, � A E R/PRAP S/ZE F lltler a brVc ° - or�taa4 Iker^' M � � �Y t1��tlnl 6" W1RE STAPLE OR SANDBAG %0111 '� EXlS71NG GROUND SEE TABLE BELOW SECTION A-A ` CONCRE 30-MIL POLYE7NYLENE ELEVA710N ( ) � � :Istuing Gr�wd _ " m z WASHOUT J l Y = .dso MIN.-6 � ELEVATION lI AREA o DIMENSIONS ' z OUTLET La X Y dan Z -„�� PLYWOOD OR ALUMINUM o a,,„ 48 x24 MIN. 1 z FES f000 7 5 8 6 18 s�s " " N T "�, � / r 4 x4"x6' WOOD POST ►� NA71VE SOIL , 0 - S OR 6 STEEL POST MIN. o E .s (n . r . " " i If' IConcrete o OPEN PIPE 1100 7 5 8 6 18 I . Ilter o rp llcall 1me t tie r q (lrerents �, F wr err ,) spe lfvco l a Relr f r l r7cr ete Drain 'Space � 552 gECITIEXTILE To,bly 1 or 20 Class 1, 11 'spar°- TV and ;i,wall be ptaced W FES 1200 12' 6' 14' 6" 18" over *)e ckea edl area prior^ to the placingof ra"clr concrete shah! meet: One F the fol;towi,,rm LDOT c ar SECTION, ,B i � SANDBAG ANCHOR , © COPYRIGHT 2019 3 FES 1300 7' S' 8' 6" 18" ,Roc,llaime Know what's below. .. """ SIGN DETAIL ■ �� r°�adIa~�hia:VFa, r� ,,l l-'.�,�,. �. °'���- ter° C�r,m­4 -airi,�:A me Ic��, �f� ��,���w��a��Ng R.A. $1711th, Inc. FES 1400 7' S' 8' 6" 18" to Construction i;pec,l(Ication 2, ROCI(FI.IL.NL. u(slrig Iar_er�eI M t I-od! 1 to SUBGRADE ANCHOR SECTIONS Call before you ul o a ao Clds.s� I"1 1 c map c tioo, "I y g• DATE: 10�04�2019 FES 1500 7' 5' 8' 6" 18" °3° 4f%y de0iirl�arge Focikt.ie� eequir`�ed bo usip or washilo0 s,hwl b NOTES: co " " coristr acted o'cE tr°di to rranuFatt• er� s eclfilc:w tionrts� 1. MAINTAINING TEMPORARY CONCRETE WASHOUT FACIL171ES SHALL INCLUDE REMOVING AND SCALE: N.T.S. o OPEN PIPE 1600 8 5.25 9.75 6 18 O p CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR are 1a1 t ball c i, tatl. d a �rdlr�n t the DISPOSING OF HARDENED CONCRETE AND/OR SLURRY AND RETURN/NG 714E FAC/U71ES TO A nl�` 'as�a racks y° D EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, rwrarl�,I+�"a�taar�er'� e�a,tio�+r-7�, FUNC71ONAL CONDl770N. JOB NO. 3160183 M p STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING i R/PRAP SHALL COMPLY WITH 714E SECTION 281 OF 714E 2. FACILITY SHALL BE CLEANED OR RECONSTRUCTED IN A NEW AREA ONCE WASHOUT BECOMES DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. STANDARD SPEClFlCA710NS FOR ROAD AND BRIDGE IFc��,Na�>� ETA Dw5 �. � rr VT, d DVro, . TWO-THIRDS FULL. PROJECT MANAGER: CONS 7RUC77ON, LATEST EDI77ON, STATE OF ILLINOIS. D Gt - Q,L. r �t �L- PAUL V. MCILHERAN, P.E. 11- r 1 0 a D CiteNRCS R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES,dbesi eel t to . De�4 E PLAN VIEW CONTOURS AND GRADES REPRESENT PROPOSED thecke'd 1i? Nckod ,,,,,,,,, ,,,,,,,, rAte, „a t T' °�'' TEMPORARY CONCRETE WASHOUT LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS o TOP OF FlELD STONE ELEVATIONS. wed Date NUMAJ bAlt e`18"9* Approved i 'te w w E w. r 71t B'1 "9' FACILITY-EARTHEN TYPE MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT DESIGNED BY: AJS3 � T-Eenr OF R.A. SMITH, INC. CHECKED BY: PVM R/PRAP DETAIL THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER SHEET NUMBER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA 3 THAT ARE NOT SHOWN. 0 0 i M co O M CAST OR DUCTILE IRON FRAME AND COVER LETTERED "STORM" ADJUST SEE PER ARTICLE 52-6.01 ARTICLE 52-7 �FINISHED GRADE SEE PLANS AND WIDTH OF PERMANENT PAVEMENT BITUMINOUS MASTIC, MORTAR, OR RUBBER ` ����' \ EXHIBIT NO. 203 SPECIFICATIONS FOR REMOVAL AND REPLACEMENT FOR GASKET SEAL PER ARTICLE 52-6.02 ` \ SURFACE RESTORATION I PAYMENT I SEE PLANS AND WIDTH OF PERMANENT PAVEMENT MAX 1' SPECIFICATIONS FOR REMOVAL AND REPLACEMENT FOR OAP \ / 4"UNDERDRAIN WITH FILTER SOCK SURFACE RESTORATION PAYMENT ,-T, <n Ed E3 /� \ FOR A LENGTH OF 50'OR 10•IN Z OPPOSITE DIRECTIONS IN 4. e 'y .. -� w .` 0 0 STRUCTURES UNDER PAVEMENT 45'BEND,90'BENDS WILL NOT BE ALLOWED 4 e n f T U T j U> \ �� / FROM EACH CURB LINE STRUCTURE O 1' 1' , STEPS AT \ �� / MORTAR F- EXISTING SURFACE .A 4 . < e � ��� �_ CL TOP OF FINAL BACKFILL 1' 1' / s" W 12"-16' O.C. SUBGRADE EXISTING SURFACE _____ MACHINE CORE OR PRECAST A __ _ _ ____ L) FINAL BACKFILL THAN THE OUTSIDE DIAMETER OF PERPENDICULAR HOLE 1"LAFGER '- - U) TOP OF SUBGRADE T D T T o T FILE PIPE FILTER SOCK SHALL EXTEND Q THE UNDERDRAIN,FILL WITH THROUGH THE STRUCTURE CIRCULAR ( GROUT AFTER INSTALLATION OF BRICK AND MORTAR OR CI�LAR I n EXTEND UNDERDRAIN PIPE 2" a FLEXIBLE CONNECTORS CAST OR DUCTILE IRON FRAME AND COVER LETTERED STORM" I INSIDE STRUCTURE TOTAL COVER PER ARTICLE 52-8 PER ARTICLE 52-6.01 ' I --------------- ADJUST SEE FINISHED GRADE EACH UNDERDRAIN SHALL HAVE MINIMUM 12 INSIDE WALL OF TRENCH VARIES L______ ___________ a J OR BRACING MINIMUM COVER CONCRETE FILL ARTICLE 52-7 TRAFFICKED AREAS 12" FOR PIPE UP TO 48" INSIDE WALL OF TRENCH ! ! 2X I+ax. ! ! CONCRETE FlLL ITS OWN CONNECTION TO THE MEASURED TO TOP OF OR BRACING WHEN REQUIRED WHEN REQUl 2X BITUMINOUS MASTIC MORTAR OR STRUCTURE.COMBINING OF SUBGRADE 18" FOR PIPE GREATER THAN 48" RUBBER GASKET SEAL PER 52-6.02 CURB EDRAINAGER PROPOSED DRAINSSTRUCT OUT SIDE THE DE A 1" CLEARANCE SINGLE CONNECTION WILL NOT TRAFFICKED AREAS BE ALLOWED GREEN AREAS MEASURED TO TOP OF SUBGRADE VARIES MONOLITHIC UNDERDRAIN STRUCTURE MEASURES TO TOP OF RIGID 4" BEDDING - PRECAST BASE 4" BEDDING REINFORCED CONCRETE TOP Q GROUND PIPE 2' CONNECTION DETAIL GREEN AREAS ELEVATION - ECCENTRIC ELEVATION - CONCENTRIC DESIGNED FOR ANTICIPATED MEASURED TO TOP OF GROUND FLEXIBLE E IBLE SAME AS D LOADINGS SEE PLANS OR TYPE A SPECIAL P OVISIONS) 12" MANHOLE STEPS AT SEE CURB AND INITIAL 8` 8' MANHOLE WALL GUTTER DETAIL FOR BACKFILL CAST-IN-PLACE T 12`-16` O.C. T CURB INFORMATION 1/2 O.D. t 2" INITIAL CONCRETE SLAB 4 « 4 BACKFILL e TOPSOIL AND SEED 1/2 O.D. HAUNCHING 1/2 O.D. XALTERNATE BOTTOM SLAB FA-1 SAND BACKFILL 4" BEDDING DETAIL OF M.H.TOP TO BE USED BEHIND CURB Y0 t 4" BEDDING 1/2 O.D. HAUNCHING O 0, `, WHERE RESTRICTED HEAD ROOM FOUNDATION WILL NOT PERMIT TAPERED WALLS. 4" BEDDING ALT. MATERIALS FOR WALLS D T (MIN.) ----'-- STONE AROUND PERFORATED L Q Q WHERE SOIL CONDITIONS WARRANT PIPE � ca 0 FOUNDATION CONCRETE MASONRY 4 FEET 5 IN ALT.MATERIALS FOR WALLS D T(MIN.) 4"AGGREGATE BASE �e��,, COURSE TYPE B, 0 SPECIFIED TRENCH WIDTH WHERE SOIL CONDITIONS WARRANT UNITS 5 FEET S IN CONCRETE MASONRY 4 FEET 5 IN ""'"""" M 6 FEET 5 IN 5 FEET 5 IN 4"PERFORATED PVC SDR 35 W1TH UNITS L(") 0 —'L 4 FEET 8 IN 6 FEET 51N FILTER SOCK,INSTALL BENDS - ALL SPECIFIED TRENCH WIDTH BRICK MASONRY 5 FEET 8 IN 4 FEET 81N RADIUS LESS THAN 50' -1 0 6 FEET 8 IN BRICK MASONRY 5 FEET 8 IN RECAST REIN. 4 FEET 4 IN 6 FEET 8 IN CONCRETE SECT. 5 FEET 5 IN PRECAST REIN. 4FEET 41N CURB UNDERDRAIN DETAIL 00 6 FEET 6 IN CONCRETE SECT. 5 FEET 51N ���, O Q1 %'; Cn C CAST-IN-PLACE 4 FEET 6 IN 6 FEET 6 1N - CO 5 FEET 6 IN CAST-IN-PLACE 4 FEET 6 IN I0 0 0 CONCRETE. 6 FEET 6 IN CONCRETE. 5 FEET 61N SUBSURFACE DRAINAGE DETAIL 6 FEET 6 IN 0- NOTE:MANHOLE STEPS WHEN REQUIRED,SHALL BE FURNISHED NOTES: o J " ,. AND INSTALLED AS SHOWN ON THE PLANS IN ACCORDANCE WITH r,, MANHOLE STEPS WHEN REQUIRED, SHALL BE FURNISHED AND FOR STRUCTURES WITHIN FOR CURB STRUCTURES ALL AGGREGATE BASE aS RIGID PIPE FLEXIBLE PIPE TYPICAL STORM ARTICLE 52-5 STORM MANHOLE TYPE INSTALLED AS SHOWN ON THE PLAN IN ACCORDANCE WITH PAVEMENT NOT IN CURB), INSTALL UNDERDRAIN IN A COURSE TO BE MINIMUM 4" ----` Q.5 INSTALLATION DETAIL INSTALLATION DETAIL MANHOLE A ( ) ARTICLE 52-5 C INSTALL UNDERDRAIN IN A MINIMUM 2 DIRECTIONS AND TYPE B, CA-6 GRADATION. , Q MINIMUM 4 EXTEND AT LEAST 50 FT. _— CL CO EXTEND AT DIRECTIONS �OSFT.ND IQ,m z STANDARD DRAWING NO.2 REFERENCE SECTION 52 FOR STORM SEWER MANHOLE SPECIFICATIONS REFERENCE SECTION 52 FOR STORM SEWER MANHOLE SPECIFICATIONS PrePe,ea by the Village Engh.eering olmsmn STANDARD DRAWING NO.1 STANDARD DRAWING N0.3stm STANDARD DRAWING N0, 5stm 6 �_— `rj` Y "r, CO CO C:Z �_ Cn E0, CO Ik _—� MATERIAL WALL THICKNESS (T) TRASH GUARDS FOR PRECAST CONC. - MIN 1/12 "D" 0 CAST IN PLACE CONC. MIN. 6" FLARED END SECTIONS Ul 0 Illl JJIJJII1111111111�111111 ;,;, Y � EXHIBIT NO. 2O1 ALL GUARDS TO HAVE(1)CROSS BAR, NOTE: NO TRASH � / I" o0 60 AND UP TO HAVE(2)BARS FIBERGLASS SEPARATION CDS2015-5-C DESIGN NOTES F CIDS STRUCTURE, EQUALLY SPACED GUARD ON METAL CYLINDER AND INLET SCREEN CENTER OAND SUMP OPENING J1 m 6"MAX. FLARED END SECTIONS THE STANDARD CDS2015-5-C CONFIGURATION IS SHOWN.ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW.SOME ��UJJ1JlJJJJJIJ CL CASTING T CATCH BASIN � P CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. 21 Kr CONFIGURATION DESCRIPTION 1" RAISED LETTERS TYP. GRATED INLET ONLY(NO INLET PIPE) FOR TYPE 1 -- ROUND A L �� PLAN FLUSH WITH SURFACE I '�>f. SEE PLANS T I PIPE SIZE H j \ X GRATED INLET WITH INLET PIPE OR PIPES z \ ' \ 12' 2 1/2" FLOW 1 I 1 CURB INLET ONLY(NO INLET PIPE) \V\ O TYPE 'B' RECESSED POCKETS 1 151. 3' II r r } CURB INLET WITH INLET PIPE OR PIPES O 18"-24" 4x --- - �\ / j/ SEPARATE OIL BAFFLE(SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) \_ ° SEDIMENT WEIR FOR NJDEP/NJCAT CONFORMING UNITS z I 27"-36" 5" -- J 42"-54" 6" TOP SLAB ACCESS BITUMINOUS MASTIC OR 2' DIA. _ ------ " (SE ERAETAI AND Q M PER CONCEALED TYPE PICK HOLE --- 6D-72 7" HOPE HYDRAULIC RUBBER GASKET SEAL i O PER NF - 9204-A 78"-9(r 811 SHEAR PLATE 60"[15241 I.D.MANHOLE El M 1:1STRUCTURE HINGED CONNECTIONS i 65 � SITE SPECIFIC rp IIII MAX. PLAN VIEW B-B - DATA REQUIREMENTS J N.T.S. ^`p �a ° STRUCTUREID UJ 1 .-- —_ -� CONTRACTOR TO GROUT "� rF"ems, WATER QUALITY FLOW RATE(CFS OR --____-- 1` TO FINISHED GRADE ; • � PEAK FLOW RATE(CFS OR FLOW CIMDp,T�,qp.y RETURN PERIOD OF PEAK FLOW 0) w ( �� GRADE _ _ o. a!4® tlMO�.!! o SCREEN APERTURE 24000R 4700 I I I Q` RINGS/RISERS ,�/�c z�„n ( ) W A PIPE DATA: I.E. MATERIAL DIAMETER Q I I FIBERGLASS SEPARATION INLET PIPE 1EE T L 1 CYLINDER AND INLET o , � INLET PIPE 2 O ��„// OUTLET PIPE PIPE FOR II RIM ELEVATION " Q I\ I W ANTI-FLOTATION BALLAST WIDTH HEIGHT CATCH BASIN _ }------------------------------ H B 1 > B FRAME AND COVER Z 04 INLET PIPE III (DIAMETER VARIES) NOTES/SPECIAL REQUIREMENTS: O N BE ACCOMMODATED) II o OUTLET PIPE N.T.S. ` DIA. MIN `✓ (MULTIPLE INLET PIPES MAY II 4" MIN NEENAH FOUNDRY p UJ CONCEALED PICKHOLE DETAIL O > Z" R-1772 SOLID LID TYPE "B" 1" - II N _ "PER ENGINEER OF RECORD _ 3 -_-�II � T W e m I• N �^ BAR SIZES 08 MONOLITHIC PRECAST BASE STANDARD DESIGN HEAVY DESIGN o 4" BEDDING w CONCEALED PICKHOLE ET - GENERAL NOTES PER NF 9204-A PIPE SIZE HOLE DIA. BOLT BAR PIPE SIZE HOLE DIA. BOLT BAR PERMANENT POOL 1. CONTEGH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. REQ-D DIA, SIZE REQ'D DIA. SIZE 5 ELEV. 2 DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS.ACTUAL DIMENSIONS MAY VARY. U. O 3,FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED �— 12'24" 3J4x 5{Sa C�/8n 12x_18x 3/4" Er��/�8a 3/4a SOLUTIONS LLC REPRESENTATIVE.w contechES.com //4� / n OIL BAFFLE SKIRT " „.. * 4.COB WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 27"-48" 7/a" 3i4" 3/4" 21°42" 7/8° J/4" 1" 5.STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET HS20(AASHTO M 306)LOAD RATING,ASSUMING GROUNDWATER ELEVATION 54"90" 1 1/8" 1" 1" 48"-90" 1 118 1" 1 1/4' - 1'-9'[533] - AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATION.ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. - W 6.PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER.REMOVE AND REPLACE AS NECESSARY DURING BOLT LENGTH=PIPE WALL THICKNESS+21/2" SEPARATION MAINTENANCE GLEANING. ,1 ' _ +) INALLATION NOTES Yxi STORM SEWER MANHOLE LID o SCREEN A STANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE o HOPE HYDRAULIC ° SPECIFIED BY ENGINEER OF RECORD. SHEAR PLATE B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE 0 LIFTING CLUTCHES PROVIDED). 8' Tl� ti C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. rn CAST-IN-PLACE DETAIL z'Ss�s 1'� "�' D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES.MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. Q Note: CONCRETE SLAB G SOLIDS STORAGE SUMP E, CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,HOLDING WATER TO FLOWLINE INVERT MINIMUM.IT IS a a a Hot dip galvanized per ASTM A153. SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. O .• ELEVATION A-A j' MUSHA CONCRETE PRODUCTS INC. g N.T.S. III TE K p CL TYPICAL STORM CATCH , �®o CDS2015-5-C ALTERNATE BOTTOM SLAB Copyright®1999 The Cretex Companies, ENGINEERED SOLUTIONS LLC 4" BEDDINGpanes,Inc. 4 WAUKESHA,WISCONSIN www.centechBs.com INLINE CDS 1_ BASIN All rights reserved,Information on this document is `t/ TRASH GUARDS FOR STANDARD DETAIL 1— Ln 9025 Centre Po me Dr.Sure 400 West Chester OH 45069 FLARED END SECTIONS 800-338 1122 513 645 7000 513 645 7993 FAX >rePared by the vlxage Englnee,ing Dlvislen subject to change without notice. REFERENCE SECTION 52 FOR STORM SEWER BASIN SPECIFICATIONS STANDARD DRAWING NO.10 NOT TO SCALEF JAN. 1 1999 VCPCRC 0 N M STORM MANHOLE SIZES: STORM SEWER CASTINGS: � UNLESS OTHERWISE NOTED ON THE PLANS OR BELOW, ALL MANHOLES TO BE FOR ALL STRUCTURES, CONTRACTOR TO VERIFY THAT MANHOLE OPENING IS AS WIDE OR WIDER THAN CASTING OPENING. IF NOT COMPATIBLE, CONTACT ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. C/) 48" IN DIAMETER. 81s INLET MANHOLE (STO INLET MH) ly 60" MH: STO MH 1030 REFER TO DRAWING No. 3stm (STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS, DETAIL ON THIS SHEET) EXCEPT: W A. USE NEENAH R-3170 AT ALL CURB INLET LOCATIONS B. MANHOLE SIZES PROVIDED ON THIS SHEET C. WHEN FIELD CONDITIONS REQUIRE FLAT TOP MANHOLE, REFER TO DRAWING No. 5stm (STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS, DETAIL ON THIS SHEET) 0 1 (n CONTRACTOR RESPONSIBLE FOR VERIFYING CASTING IS COMPATIBLE WITH STRUCTURE. IF NOT COMPATIBLE, CONTACT ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. MANHOLE (STO MH) Know what's below. © COPYRIGHT 2019 REFER TO DRAWING No. 3stm (STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS, DETAIL ON THIS SHEET) FOR ALL PROPOSED MANHOLES EXCEPT: R.A. Smith, Inc. Call before you dig. DATE: 10/04/2019 A. NEENAH R-1772 PER EXHIBIT No. 201, THIS SHEET M B. MANHOLE SIZES PROVIDED ON THIS SHEET DO C. WHEN FIELD CONDITIONS REQUIRE FLAT TOP MANHOLE, REFER TO DRAWING No. 5stm (STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS, DETAIL ON THIS SHEET) CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SCALE: N.T.S. CONTRACTOR RESPONSIBLE FOR VERIFYING CASTING IS COMPATIBLE WITH STRUCTURE. IF NOT COMPATIBLE, CONTACT ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, JOB NO. 3160183STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. CATCH BASIN (STO CB) PROJECT MANAGER: REFER TO STANDARD DRAWING No. 10 (STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS) ON THIS SHEET R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, PAUL V. MCILHERAN, P.E. T A. USE NEENAH R-3170 AT ALL CURB CATCH BASIN LOCATIONS LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT DESIGNED BY: AJS3 OF R.A. SMITH, INC. CHECKED BY: PVM E LOCATIONS OF EXISTING UTILITY O HOwN THIS PLANARE APPROXIMATE. THERE BE OTHER ON SHEET NUMBER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA 3 THAT ARE NOT SHOWN. O 0 i M DO O M z 0 F- CL W 0 U) LEI ,all SEE PLANS AND WIDTH OF PERMANENT PAVEMENT SPECIFICATIONS FOR REMOVAL AND REPLACEMENT FOR OWNERS STANDARD OR EQUAL SURFACE RESTORATION PAYMENT I SEE PLANS AND WIDTH OF PERMANENT PAVEMENT CONFORMING TO A.W.W.A SPECIFICATIONS FOR REMOVAL AND REPLACEMENT FOR SPECIFICATIONS SURFACE RESTORATION I PAYMENT 4. O 4 4 EXISTING SURFACE A A Q TOP OF-/ FINAL BACKFILL SUBGRADE EXISTING SURFACE TOP OF FINAL BACKFILL SUBGRADE 4 C14 TO CONFORM TO p MANUFACTURER'S TOTAL COVER 100 SPECIFICATIONS MINIMUM 12" INSIDE WALL OF TRENCH VARIES �OR BRACING MINIMUM COVER a cv) TRAFFICKED AREAS 12" FOR PIPE UP TO 48" INSIDE WALL OF TRENCH MEASURED TO TOP OF 18" FOR PIPE GREATER THAN 48" OR BRACING� SUBGRADE FOR DEPTH OF BURY SEE Q < TRAFFICKED AREAS r- r--, 0 GREEN AREAS _------PLANS AND SPECIFICATIONS n 6 MEASURED TO TOP OF SUBGRADE —VARIES 0 6 MEASURES TO TOP OF RIGID co E GROUND PIPE 0 GREEN AREAS INSTALL LAYER OF FILTER FABRIC (D > MEASURED TO TOP OF GROUND FLEXIBLE OVER DRAIN FIELD -2 0 PIPE co 0 112- 0- INITIAL 0 00 cn - BACKFILL 12" rcal DRAIN FIELD TO 1/2 O.D. co INITIAL 0 BACKFILL 0 0 0 1/2 O.D. HAUNCHING 1/2 O.D. BE AS SPECIFIED 4" BEDDING 1/2 O.D. HAUNCHING 0- rn n m In C'='3 FOUNDATION 4- BEDDING " -j 1WHERE SOIL CONDITIONS WARRANT FOUNDATION 3 C 3 HYDRANT ... ... ISPECIFIED TRENCH WIDTH aj WHERE SOIL CONDITIONS WARRANT DRAIN I z -m ------------------- 3 c 3 OPENING PROVIDE CONCRETE BASE < IXA ii SPECIFIED TRENCH AND THRUST BLOCKING CL AGAINST UNDISTURBED EARTH. co z� DO NOT OBSTRUCT BOLTS. z z THRUST BLOCKING MAY BE ELIMINATED IF ALL UNDERGROUND co c: % �: JOINTS ARE FULLY RESTRAINED co z cn BACK TO AND INCLUDING THE co E 0 WATER MAIN HUI,& NOTE: CONCRETE BASE AND BLOCKING MATERIAL SHALL NOT BLOCK NOR RIGID PIPE FLEXIBLE PIPE TYPICAL HYDRANT INSTALLATION DETAIL OBSTRUCT HYDRANT DRAIN AS SHOWN INSTALLATION DETAIL INSTALLATION 0 IN AWWA MANUAL M 17 0 STANDARD DRAWING NO.1 STANDARD DRAWING NO.2 STANDARD DRAWING NO.11 z 0 F— z F— cl) .j LU LU F— M LL LL LU USE OFFSET CASTINGS > 14, MIN. COVER (SEE PLANS WHEN CHANGE IN GRADE LU 0 a AND SPECIFICATIONS) IS 18" OR LESS Z TO NEXT BELL OR TO NEXT BELL OR "WATER" ON LIDz 18'-0" MIN 18'-0" MIN LU VERTICAL BEND TO NEXT BELL OR 0 LU Uj 18" 18'-0" MIN MINIMUM ALLOWED FOR BRACE PLUG AGAINST UNDISTURBED EARTH REPAIR OF JOINT,, SUBSURFACE Z LL LU —STRUCTURE M LL I 2' 10'A 2' M ' 18" SCREW TYPE ADJUSTMENTS FOR z DEPTH. IN PAVEMENT USE SLIDE TYPE ADJUSTMENTS THRUST 131 + z SEE DRAWING 122 0 UNDISTURBED CONCRETE THRUSTTRENCH 0 CL SOIL BLOCK WIDTH o BRACE PLUG AGAINST UNDISTURBED EARTH SECTION A-A I PLUGGED TEE PLUGGED CROSS RODS AND WASHERS TO BE A.S.T.M. A-575 STRAPPING MATERIAL IN MERCHANT QUALITY .17-.24 CARBON. NUTS PIPE BOLT D 1 RODS STRAP WASHER TO BE AM. STD. HEAVY HOT PRESSED, TIE SIZE I NO. I DIA. DIA. RODS, BOLTS, NUTS BANDS, AND WASHERS — TO BE FURNISHED AND APPLIED BY 6 7.101 2 3/4 1/2 X 2 3/4 1/2 X 3 X 5 CONTRACTOR. ALL STEEL MATERIAL TO BE 8 9.30 2 3/4 1/2 X 2L3/4 1/2 X 3 X 5 5#2 8 0 THOROUGHLY COATED WITH BITUMASTIC 12 13.50 2 3/4 1/2 X 2 1/21 1 1/2 X 3 X 5 EQUAL TO KOPPERS NO. 505 16 17.80 4 3/4 1/9 y -i ii/ Y NOTE: PIPE AND FITTINGS TO BE WRAPPED CONCRETE BLOCK WITH POLYETHYLENE BEFORE PLACEMENT OF 0 WASHER TEE 90* ELBOW NOT STRAPPING AND BUTTRESSES. o HEX BOLTS COPYRIGHT 2019 NOTE: ALL BLOCKS BEAR AGAINST UNDISTURBED EARTH. OD Know what's below. R.A. Smith, Inc. o ARROWS INDICATE DIRECTION OF THRUST. TYPICAL VALVE BOX Call before you dig. ALL BLOCKS TO BE 3000 P.S.1 CONCRETE. TYPICAL THRUST BLOCK STRAP STRAPPING WATER MAIN INSTALLATION DATE: 10/04/2019 INSTALLATIONS 6" THRU 16" co ALL FITTINGS SHOWN IN PLAN EXCEPT VERTICAL BEND. 1 SCALE: N.T.S.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR STANDARD DRAWING NO.12 STANDARD DRAWING N0.12S STANDARD DRAWING NO.14 EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, JOB NO. 3160183 STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. PROJECT MANAGER: (D I U) R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, PAUL V. MCILHERAN, P.E. i LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT DESIGNED BY. AJS3 OF R.A. SMITH, INC. CHECKED BY. PVM U THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER SHEET NUMBER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. C703 co SPECIFI CA TIONS D. SPECIFICA TONS FOR RETAINING WALLS AND STAIRS 1. ALL STAIRS AND ASSOCIATED RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCA7701V AND MATERIAL REFERENCE ONLY. THE CONTRACTOR A. GENERAL IS PRIOR TO RESPONSIBLE FOR CONION,DEPENDING ON 774E TYPE OF SENGINEER AWALLOR STRUCTURAL ENGINEER FOR APPROPRIATE DESIGN CERAFlCA770N F. EROSION CONTROL 1. THE CONTRACTOR SHALL N077FY 774E OWNER AND THE MUNICIPALITY FORTY— EIGHT (48) HOURS PRIOR TO 714E START OF 2 CONTRACTOR IS RESPONSIBLE FOR THE INSTALLA71ON PER MANUFACTURER'S AND STRUCTURAL ENGINEER'S SPECIFICATIONS. ALL NECESSARY 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING COPIES OF ALL PERMITS, INCLUDING IEPA DISCHARGE PERM17S (IF GEOGRID,ENGINEER, APPLICABLE),R, AND SUPPLIER.REINFORCEMENT, BACKFILL, COMPAC77ON AND DRAIN TILE ARE 7t7 BE COORDINATED BETWEEN THE CONTRACTOR, GE07ECHNICAL CONSTRUCTION AND ATTEND AN ON—SITE PRECONS7RUC770N MEETING WITH THE DEVELOPER, ENGINEER, CITY'S E), AND THE VILLAGE OF BUFFALO GROVE EROSION CONTROL PERMIT. CONTRACTOR IS RESPONSIBLE FOR ABIDING BY ENGIN CONSTRUCTION REPRESENTATIVE AND OTHER REQUIRED CITY STAFF. ALL PERMIT REQUIREMENTS AND RESTRICTIONS. Z J. CONTRACTOR IS RESPONSIBLE FOR INSTALLA77ON USING ALL NECESSARY MEANS TO INSURE PROPER SUB—BASE, BACKFILL, DRAIN 77LE AND O 2. 774E CONTRACTOR SHALL INDEMNIFY 774E OWNER, 774E ENGINEER, AND 774E MUNICIPALITY, 714EIR AGENTS, ETC, FROM ALL STABILITY. 2. ALL INSTALLA77ON AND MAINTENANCE OF EROSION CONTROL PRAC77CES SHALL BE IN ACCORDANCE WITH 7NE VILLAGE OF F- WITH LIABILITY INVOLVED 7NE CONS7RUC770N, INSTALLA770N, AND 7ES77NG OF 774E WORK ON THIS PROJECT. CL 4. R.A. SM17N, INC. ASSUMES NO RESPONSIBILITY FOR 774E INSTALLATION, GE07ECHNICAL INTEGRITY, S7RUC7URAL INTEGRITY, OR STABILITY OF BUFFALO GROVE STANDARD DETAIL DRAWINGS AND 774E ILLINOIS URBAN MANUAL, LATEST EDITION. CL STAIRS AND RETAINING WALLS. U J. S17E SAFETY SHALL BE 7NE SOLE RESPONSIBILITY OF 774E CONTRACTOR. J. ALL EROSION CONTROL FACILI77ES SHALL BE MAINTAINED THROUGHOUT 774E DURA77ON OF 774E PROJECT AND WARRANTY PERIOD IN CONFORMANCE WITH 774E IEPA GENERAL PERMIT. 4. 774E BIDDER WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUAN7777ES AND SHALL STATE SUCH QUAN7777ES IN HIS E. UT/L/TIES PROPOSAL. HE SHALL BASE HIS BID ON HIS OWN ES77MA7E OF 774E WORK REQUIRED AND SHALL NOT RELY ON 774E 4. SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO 774E COMMENCEMENT OF HYDROLOGIC DISTURBANCE OF UPLAND ENGINEER'S ES71MA7Z. AREAS. 1. 774E PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED AND TESTED ACCORDING TO 774E STANDARD SPEClFlCA77ONS FOR WATER AND SEWER 5. 774E CONTRACTOR /S RESPONSIBLE FOR VERIFYING SOIL COND177ONS PR/OR TO COMMENCEMENT OF CONSTRUCTION. CONSTRUC770N /N ILLINOIS, LA TEST EDITION, AND 774E LOCAL ORDINANCES AND SPEC/FICA 77ONSS, 5 SOIL DISTURBANCE SHALL BE CONDUCTED /N SUCH A MANNER AS TO M/N/M12E EROS/ON. /F STRIPPING, CLEARING, GRADING, OR GE07ECHNICAL REPORTS PREPARED BY GME CONSULTANTS OF ILLINOIS, INC. (GME PROJECT NO. 8-3383, DATED LANDSCAPING ARE TO BE DONE IN PHASES, 774E PERM17EE SHALL PLAN FOR APPROPRIATE SOIL EROSION AND SEDIMENT 0 610 812 0 0 7) AND CGC, INC. (CGC PROJECT NO. C16452, DATED 1012012016) ARE AVAILABLE FROM 774E CONSTRUCTION 2 BEFORE PROCEEDING W17H ANY U77LITY CONSTRUCTION, 7NE CONTRACTOR SHALL EXCAVATE EACH EXIS77NG LATERAL OR POINT OF CONNEC77ON AND CONTROL MEASURES MANAGER. 774E CONTRACTOR SHALL ABIDE BY 774E RECOMMENDA77ONS OF 774E GE07ECHNICAL ENGINEER AND 774E CGC VERIFY 774E LOCA77ON AND ELEVA7ION OF ALL U77L177ES, IF ANY EXIS77NG U77LI77ES ARE NOT AS SHOWN ON 774E DRAWINGS, 714E CONTRACTOR SHALL NO77FY 7NE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. 6. A STABILIZED MAT OF CRUSHED STONE MEE77NG IDOT GRADA77ON CA-1 UNDERLAIN Wl7H FILTER FABRIC AND IN ACCORDANCE Q REPORT (EXCEPT FOR PAVEMENT THICKNESS — SEE PLANS). WITH 774E ILLINOIS URBAN MANUAL SHALL BE INSTALLED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING 774E J. ALL CONNEC77ONS TO EXIS77NG PIPES AND MANHOLES SHALL BE CORED CONNEC77ONSS, SITE. SEDIMENT OF SOIL REACHING AN IMPROVED PUBLIC RIGHT—OF—WAY, STREET, ALLEY OR PARKING AREA SHALL BE REMOVED 6. 774E CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL S17E COND1710NS PRIOR TO COMMENCEMENT OF CONS7RUC710N BY SCRAPING OR STREET CLEANING AS ACCUMULA77ONS WARRANT AND TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AND SHALL COMPARE FIELD COND177ONS WITH DRAWINGS. 4. PROPOSED SANITARY SEWER, WATER MAIN, AND INTERNALLY CONNECTED STORM SEWER SHOWN ON THIS PLAN SHALL TERMINATE AT A POINT FIVE AREA. (5) FEET FROM 714E EXTERIOR BUILDING WALL. STORM SEWER CONNEC77NG TO EXTERIOR DOWN SPOUTS SHALL BE PER DETAILS ON 714E Z 774E CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR EXECUTION OF 774E WORK. 774E CONTRACTOR ARCH17EC77JRAL PLANS. 774E EXACT LOCA77ON OF ALL DOWN SPOUTS SHALL BE PER 774E ARCH17EC77JRAL PLANS. Z ALL DISTURBED GROUND LEFT INAC77VE FOR SEVEN DAYS OR MORE SHALL BE STABILIZED Wl7H TOPSOIL, SEED, AND MULCH IN SHALL CONDUCT HIS WORK ACCORDING TO 774E REQUIREMENTS OF 774E PERMITS ACCORDANCE WITH 774E ILLINOIS URBAN MANUAL. § 5 REFER TO EXHIBIT No. 109, THIS SHEET, FOR STORM SEWER SPECIRCA77ONS, EXCEPT 0 0, 8. 774E CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL U77LITY INFORMA77ON SHOWN ON 7NE PLANS PRIOR TO 774E 8. ALL STOCKPILES SHALL HAVE APPROPRIATE MEASURES TO PREVENT EROSION. STOCKPILES SHALL NOT BE PLACED IN FLOODcl� to START OF CONSTRUCTION. 774E CONTRACTOR SHALL CALL J.U.L.I.E. AT 1-800-892-0123 TO N077FY 774E U77LI77ES OF HIS Q BACKFILL MATERIALS SEE U77LITY N07E #8, BELOW. PRONE AREAS OR WETLANDS AND DESIGNATED BUFFERS. co U IN7EN77ONS, AND TO REQUEST FIELD STAKING OF EXIS77NG U77LI71ES, m CAS77NGS PER PLANS, SEE SHEET C702. 9. SLOPES STEEPER THAN 4H.IV SHALL BE STABILIZED WITH APPROPRIATE MEASURES. E ` U C:9. CON7RAC70R IS ADVISED 7HAT ALL MUD AND DEBRIS MUST NOT BE DEPOS17ED ON70 774E ADJACENT ROADWAYS PER 774E ` ' — REQUIREMENT OF 774E MUNICIPALITY OR 07HER APPROPRIATE GOVERNMENT AGENCIES. 0 MATERIALS FOR STORM SEWER SHALL BE PER SECTION 50 OF 774E STANDARD SPEClFlCA710N AS FOLLOWS: 10. STORM SEWERS THAT ARE OR WILL BE FUNC770NlNG DURING CONS7RUC770N SHALL BE PROTECTED BY AN APPROPRIATE -- 0 � — t,/". 10. ANY ADJACENT PROPER77ES OR ROAD RIGHT—OF—WAYS WHICH ARE DAMAGED DURING CONS7RUC770N MUST BE RESTORED SEDIMENT CONTROL MEASURE. - 0 CL STORM SEWER PIPE 12—INCHES IN DIAMETER AND GREATER, UNLESS 07HERWSE NOTED. c0 ,,�,o BY 774E CONTRACTOR. 774E COST OF 774E RESTORA710N IS CONSIDERED INCIDENTAL, AND SHOULD BE INCLUDED IN 774E BID W � ��,��`� `� -� 11. SEDIMENT SHALL BE REMOVED FROM 774E SEDIMENT TRAPS, IF ANY, TO MAINTAIN A THREE FOOT DEP7H OF TREATMENT, t Co � PRICES. A) REINFORCED CONCRETE AS7M C-76, CLASS 111 OR GREATER, W17H ELASTOMERIC SEALS CONFORMING TO AS7M C-443 "HE" DEN07ES HORIZONTAL MEASURED BELOW 714E NORMAL WATER ELEVATION. SEDIMENT WILL BE REMOVED FROM 714E DIVERSION DITCHES WHEN IT 9 ELLIP77CAL PIPE. REACHES HALF 7NE HEIGHT OF 7NE DITCH. SEDIMENT WILL BE REMOVED FROM BEHIND 7NE SILT FENCE AND D17CH CHECKS — _ 11. CONTRACTOR SHALL WARRANT AND GUARANTEE ALL WORK FURNISHED UNDER 774E PLANS AGAINST ANY DEFECT IN WHEN IT REACHES HALF 7NE HEIGHT OF 7NE FENCE/BALEE, 774E SILT FENCE AND DITCH CHECKS SHALL BE REPAIRED AS WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE (1) YEAR FOLLOWING 774E DATE OF FINAL PROJECT ACCEPTANCE. STORM SEWER PIPE 10—INCHES IN DIAMETER OR LESS: NECESSARY TO MAINTAIN A BARRIER. O — 12. CONTRACTOR TO PERFORM ALL 7ES77NG AS REQUIRED BY 774E CITY MUNICIPAL CODE. m 6 A) HIGH DENSITY POLYE7HYLENE (HDPE) WITH A SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS. JOIN IS SHALL BE WATER 77GHT 12. ALL WATER FROM CONS7RUC770N DEW47ERING SHALL BE TREATED IN ACCORDANCE W17H CODE 813 OF 774E ILLINOIS URBAN Z CONFORMING TO ASTM D3212 Wl7H ELAS70MERIC SEALS (GASKETS) CONFORMING TO ASTM F477. MANUAL PRIOR TO DISCHARGE TO WATERS OF 774E STATE, WETLANDS, OR OFFS17E. DEWA7>=RING SYSTEMS SHOULD BE INSPECTED Q 13. CON7RAC70R TO MEET MINIMUM INSURANCE REQUIREMENTS AS SET FOR7H IN 774E DEVELOPMENT AGREEMENT FORDAILY DURING OPERA 77ONAL PERIODS. ,, m WOODMAN S FOOD MARKETS PROPERTY". ) ( ) " — co co B POLYVINYL CHLORIDE PVC PIPE, ASTM D-3034, SDR 35, Wl7H ELASTOMERIC PUSH—ON JOINTS CONFORMING TO AS7M D-3212. Z11 z 13. 774E CONTRACTOR IS RESPONSIBLE FOR INSTALLA77ON OF ANY ADD177ONAL EROSION CONTROL MEASURES NECESSARY TO ALL CONCRETE FLARED END SEC77ONS SHALL BE INSTALLED W17H A TRASH GUARD. SEE DETAIL ON SHEET C702. INSTALL METAL FLARED END PREVENT EROSION AND SEDIMENTA770N. ALL DISTURBED AREAS ARE 70 DRAIN TO APPROVED SEDIMENT CONTROL MEASURES B. PA WNG SEC77ON ON STORM SEWER PIPE LESS THAN 127. METAL FLARED END SEC77ONS SHALL NOT BE INSTALLED WITH A TRASH GUARD. AT ALL 77MES DURING S17E DEVELOPMENT UN77L FINAL STABILIZA77ON IS ACHIEVED. DEPENDING ON HOW 774E CONTRACTOR J GRADES 774E SITE, IT MAY BE NECESSARY TO INSTALL TEMPORARY SEDIMENT TRAPS IN VARIOUS LOCA77ONS THROUGHOUT 7NE Z 3 co Co 1. 774E PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO 774E ILLINOIS D.O.T. STANDARD SPECIRCA77ONS W177-1/N 10' OF EACH WATER MAIN CROSSING, STORM SEWER SHALL CONFORM TO WATER MAIN—QUAILTY STANDARDS AS FOLLOWS: PROJECT. TEMPORARY SEDIMENT TRAPS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE Wl7N NATURAL J FOR ROAD AND BRIDGE CONS7RUC770N, LATEST ED177ON, AND 774E LOCAL ORDINANCES AND SPEClFlCAT TONS. PIPE SHALL BE CONSTRUCTED OF MECHANICAL JOINT CAST OR DUC77JLE IRON PIPE PRESTRESSED CONCRETE PIPE OR PVC (10" OR LESS) RESOURCE CONSERVA710N SERVICE DETAIL 1L-660. k& _— FOLLOWING ASTM D-2241, SDR-26 Wl7N PUSH—ON BELL AND SPIGOT TYPE WITH RUBBER RING SEAL GASKET CONFORMING TO D-3139. 14. DUST CONTROL SHALL BE PROVIDED AS NECESSARY IN ACCORDANCE Wl7N NATURAL RESOURCE CONSERVA710N SERVICE. 2. PAVING SHALL CONSIST OF FINE GRADING PAVEMENT AREAS, INSTALLA77ON OF CRUSHED STONE BASE, CONCRETE AND/OR U1/J JJIJJIIl11111III)f�llllll ;, B177JMINOUS PAVEMENT, PAVEMENT MARKING, AND CLEANUP. ALL MATERIALS SHALL BE PROVIDED BY 774E CONTRACTOR. 6. REFER TO EXHIBIT No. 109, THIS SHEET, AND ENVIRONMENTAL PR07EC77ON AGENCY RULES FOR PUBLIC WATER SUPPLIES, 777LE 35, SUB777LE F, 15. FINAL STABlUZA710N OF LANDSCAPED AREAS SHALL BE IN ACCORDANCE Wl7N 774E APPROVED LANDSCAPE PLAN. Nl Y CHAPTER A, PARTS 651-654, FOR WATER MAIN SPEClFlCA77ONS, EXCEPT- 0 J. AGGREGATES USED IN 774E DENSE AGGREGATE BASE SHALL BE IDOT CA-6 /N ACCORDANCE Wl774 IDOT STANDARD SPEClFlCA710NS. BACKFILL MATERIALS SEE UTILITY NOTE- ,¢ BELOW. 16. ALL SEEDED AREAS WILL BE FER71L12ED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPEClFlCA77ONS IN 774E U IUIII)1JJ1111)1))1JlU� APPROVED LANDSCAPE PLAN TO MAINTAIN A VIGOROUS DENSE VEGETA77VE COVER. 4. HOT MIX ASPHALT PAVEMENT (HMA) SURFACE COURSE SHALL BE CLASS C, N50 /N ACCORDANCE WITH IDOT STANDARD Z CAU77ON MUST BE FOLLOWED REGARDING 774E COMPAC77ON OF ALL U77LITY TRENCHES. EXCAVATED MATERIAL BACKRLL IS ACCEPTABLE IF MEE77NG 1 Z 774E SEDIMENT AND EROSION CONTROL DEVICES SHALL BE FUNC77ONAL BEFORE ANY LAND IS DISTURBED ON 7NE SITE. SPEC/FICA 77ONSS, 774E SPEC/FICA 77ONS AND APPROVED BY 774E GE07ECHNICAL ENGINEER. MECHANICALLY COMPACTED GRANULAR BACKFILL SHALL BE COARSE AGGREGATE MEE77NG 774E CA-6, CA-9, OR CA-10 GRADA770N, OR A FINE AGGREGATE MEE77NG 774E FA-6, FA-10, OR FA-21 GRADA770N. BACKFILL 18. STOCKPILES OF SOIL SHALL NOT BE LOCATED WITHIN ANY DRAINAGEWAYS, FLOODPLAINS, WETLANDS, BUFFERS OR LPDAS. Z 5 HOT MIX ASPHALT PAVEMENT (HMA) BINDER COURSE SHALL BE 1L-19.0, N50 /N ACCORDANCE W17H IDOT STANDARD COMPAC77ON PER GE07ECHNICAL ENGINEER RECOMMENDA77ONS. FLOODING OF BACKFILL MATERIAL IS NOT ALLOWED. 774E COST OF THIS GRANULAR O SPECIRCA77ONS. MATERIAL AND /7S COMPAC77ON IS CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN 774E COST OF 774E PROPOSED U77LITY. 19. SEDIMENT AND EROSION CONTROL SHALL BE PROVIDED FOR ANY SOIL STOCKPILE IF IT IS TO REMAIN IN PLACE FOR MORE THAN CA-10 MUST MEET 774E GRADA77ON OF IDOT SPECIFICATION, AR77CLE 1004.01 AND BE CRUSHED STONE. NO ROUND AGGREGATE SHALL BE PERMITTED. 7HREE DAYS INCLUDING A DOUBLE ROW OF SLIT FENCE OR COIR ROLL. 6. CONCRETE FOR CURB, DRIVEWAY, WALKS AND NON—FLOOR SLABS SHALL BE IDOT PV AIR ENTRAINED IN ACCORDANCE Q W17H IDOT STANDARD SPECIRCA77ONS. 774E PLACEMENT OF 7NE CA-10 MUST MEET STANDARD SPECIRCA77ON FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS, SEC77ONS 20-4.06A AND 20. PROPERTIES DOWN STREAM FROM 774E S17E SHALL BE PROTECTED FROM EROSION IF 774E VOLUME, VELOCITY, SEDIMENT LOAD, Z 20-4.068, METHOD 1 ONLY.Z ALL FINISHED CONCRETE SHALL BE COVERED Wl7N A LIQUID CURING COMPOUND CONFORMING TO AASHTO M 148 /N OR PEAK FLOW OF STORMWA7ER RUNOFF ARE TEMPORARILY INCREASED DURING CONSTRUCTION. O ACCORDANCE W17H IDOT STANDARD SPEC/FICA77ONSS, RECYCLED CRUSHED CONCRETE /S ACCEPTABLE FOR ALL APPROVED GRADA77ONS IF IT IS FROM AN IDOT APPROVED SOURCE. 21. ALL TEMPORARY EROSION CONTROL MEASURES NECESSARY TO MEET 7NE REQUIREMENTS OF VILLAGE OF BUFFALO GROVE STORMWA7ER AND FLOOD PLAIN ORDINANCE SHALL BE KEPT OPERA77ONAL AND MAINTAINED CON77N000SLY 774ROUGHOUT 774E 8. PAVEMENT MARKINGS SHALL BE PAINT IN ACCORDANCE WITH SEC77ON 780 OF 774E STANDARD SPECIRCA77ONS. (COLOR 8. UPON COMPLETION OF FINAL PAVING OPERATIONS, 774E UTILITY CONTRACTOR SHALL ADJUST ALL MANHOLE AND INLET RIMS AND VALVE BOXES TO W J U FINISHED GRADE. PERIOD OF LAND DlS7URBANCE UN77L PERMANENT SEDIMENT AND EROSION AND CONTROL MEASURES ARE OPERATIONAL. SHALL BE AS INDICATED ON 774E PLANS.) 774E FOLLOWING ITEMS SHALL BE PAINTED Wl7N COLORS N07ED BELOW 9. 774E CONTRACTOR IS RESPONSIBLE FOR PROVIDING 774E OWNER WITH A SET OF MARKED—UP PRINTS SHOWING ALL CHANGES MADE DURING 774E 22 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WI7741N THIRTY (30) DAYS AFTER FINAL W U. PARKING STALLS. YELLOW STABILIZATION IS ACHIEVED. TRAPPED SEDIMENT AND OTHER DISTURBED SOILS RESUL77NG FROM TEMPORARY MEASURES SHALL PEDESTRIAN CROSSWALKS.- WH/7E CONSTRUC710N PROCESS. ANY CHANGES TO 774E DRAWINGS OR ADDl710NAL ITEMS MUST BE REPORTED 7t7 774E OWNER. BE PROPERLY DISPOSED OF PRIOR TO PERMANENT STABILIZA770N. W O U LANE STRIPING WHERE SEPARA77NG TRAFFIC IS MOVING IN OPPOSITE DIRECTIONS.• YELLOW 10. TRACER WIRE SHALL BE INSTALLED ON ALL BURIED NON—METALLIC SANITARY SEWERS, PRIVATE SANITARY INTERCEPTOR MAIN SEWERS, STORM W LANE STRIPING WHERE SEPARA77NG TRAFFIC IS MOVING IN SAME DIREC77ONS.• WH/7E 23 CONTRACTOR SHALL USE A LAKE COUNTY, IL CER77FIED DESIGNATED EROSION CONTROL INSPECTOR FOR ALL EROSION CONTROL o 0. ADA SYMBOLS,• PER LOCAL CODE BUILDING SEWERS, AND PRIVATE STORM INTERCEPTOR MAIN SEWERS THAT DISCHARGE TO MUNICIPAL MAINS. TRACER WIRE SHALL ALSO BE ♦^ INSTALLED ON ALL BURIED NON—METALLIC WATER SERVICES AND PRIVATE WATER MAINS CONNECTED TO MUNICIPAL SUPPLY SYSTEMS. TRACER WIRE INSPECTIONS. Z V FIRE LANES. PER LOCAL CODE SHALL BE A MINIMUM OF 18—GAUGE, INSULATED, SINGLE—CONDUCTOR COPPER WIRE OR EQUIVALENT. TRACER WIRE COLOR SHALL BE BLUE FOR LU � EXTERIOR SIDEWALK CURBED, LIGH7POLE BASES, AND GUARD POSTS: PER PLAN POTABLE WATER, GREEN FOR SANITARY SEWER, AND BROWN FOR STORM SEWER. O Z C. GRADING Q Q H Sanitary Sewer Material S ecifications: Miscellaneous Material S ecifications: 1. 774E PROPOSED /MPROVEMENT5 SHALL BE CONSTRUCTED ACCORDING TO 774E ILLINOIS D.O.T. STANDARD SPECIFICATIONS EXHIBIT NO.109 Sewer and Service Connection Pipe Reinforced concrete pipe—circular reinforcement,minimum Class 3,ASTM Detectable Warnings Quick connect plates or bolted plates by Neenah Enterprises,Inc. Color shall U. MATERIALS LIST C76, with epoxy lining. PVC solid wall(SDR-2611)pipe ASTM D-3034 be brick red. FOR ROAD AND BRIDGE CONS7RUC770N, LATEST ED177ON, AND 7NE LOCAL ORDINANCES AND SPECIFICATIONS. 774E Date of revision:1/1/16 for six to fifteen inches in diameter. Water Distribution Material S ecifications: Concrete CONTRACTOR SHALL ABIDE BY 774E RECOMMENDAAONS OF 774E GEOTECHNICAL ENGINEER AND 774E CGC GEOTECHNCAL In accordance with. mOT Standard Specifications for Road and Bridge Water main pipe. Sewer and Service Connection Pic Reinforced concrete pipe -ASTM C443.PVC solid wall SDR-261T e Construction 1_ REPORT (EXCEPT FOR PAVEMENT ]]�//(J/(NE$$ — SEE PLAN$), Ductile Iron pipe.Pipe class thickness—AWWA C150,minimum thickness, p' p p ( )pipe Class 52. Pipe—AWWA C151. Pipe lining AWWA C104. Fittings - Joints. ASTM D-3212 for six to eighteen inches in diameter. Asphalt AWWA C153. Jointsmechanical and push-on, AWWA C111. Wrap 4 In accordance with IDOT Standard Specifications for Road and Bridge mil. X-Lam conforming to AWWA C'lO5.A21.5 and AWWA C600. No 90 2. 774E CONTRACTOR SHALL MAINTAIN S17E DRAINAGE 7HROUGHOUT CONSTRUCTION. THIS MAY INCLUDE 774E EXCAVA77ON OF Sewer and Service Connection Pipe PVC solid wall (SDR-26H)pipe—ASTM D3034 for six to fifteen inches in Construction and Chapter 16.50.070 of the Village of Buffalo Grove TEMPORARY DITCHES OR PUMPING TO ALLEVIA7F WATER POND/NG, degree bends allowed.All stainless steel trim. Fittings diameter. Municipal Code r�) Casing Pipes. Steel pipe ASTM Al20,three-eighths inch minimum thickness. 0 Valves. American Flow Control,Series 2500 resilient wedge gate valve,All sizes two The Village Engineer shall have the authority to approve the use of alternative materials than those J. SILT FENCE AND OTHER EROSION CONTROL FAC/U71ES MUST BE INSTALLED PR/OR TO CONS7RUC710N OR ANY OTHER LAND inch to fourteen inch, counter clockwise to open, AWWA C500., AWWA i a � � specifically required by Exhibit 109 m the manner provided for m this Title. The Village Engineer may U DISTURBING AC77WTY. 774E CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EROSION CONTROL FACIL177ES ONCE C504. Clow AWWA C-504 ButterflyValve for sixteen inch and above. Manholes Size: inc sewer eighteen inch diameter or tens,manhole shalt have a forty approve alternative materials that are not specifically required by this title when: 774E THREAT OF EROSION HAS PASSED W/7N 774E APPROVAL OF 774E GOVERN/NG AGENCY. Joint end mechanical,AWWA C111.All stainless steel trim. eight inch inside diameter. For sewer twenty-one inch to thirty-six inch diameter,manhole shall have a sixty inch inside diameter. For sewer greater 1. The materials or their components required by this title are no longer manufactured and available for O Valve Vault. than thirty-six inch diameter,manhole shall have an offset riser pipe of forty- purchase;and u7 All structures shall be monolithically precast with designed openings or 4. 774E CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR 774E COMPUTA77ONS OF ALL GRADING AND FOR AC77JAL LAND mechanically cored in the field and shall have rubber boots conforming to eight inch inside diameter. All structures shall be monolithically precast o ncludmg bases and invert flow lines. 2. The alternative materials are generally consistent with requirements of this title, including but not BALANCE, INCLUDING U77LITY TRENCH SPOIL. 774E CONTRACTOR SHALL IMPORT OR EXPORT MATERIAL AS NECESSARY TO ASTM C-923. Dog house vaults are excluded from these requirements when limited to those standards relating to production,composition,safety and aesthetics. M COMPLETE THE PROJECT. permitted by Village Engineer. Size:For six and eight inch diameter valves, Castings. Neenah No. R-1772,with self-sealing lid and recessed pick hole,embossed valve vaults shall have a forty-eight inch inside diameter; for pressure per Exhibit No.301. connections and valves ten inches and larger in diameter,valve vaults shall Testing Specifications: 5 GRADING SHALL CONSIST OF CLEARING AND GRUBBING EXIS77NG VEGETATION, STRIPPING TOPSOIL, REMOVAL OF EXIS77NG have a sixty inch inside diameter. All valve vault cones must be eccentric PAVEMENT OR FOUNDA77ONS, IMPOR77NG OR EXPOR77NG MATERIAL TO ACHIEVE AN ON—S/7F EARTHWORK BALANCE, centers with valve properly aligned. Storm Sewer Svstem Material S ecifications: (In addition to the requirements of IDOT's Standard Specifications for Road and Bridge Construction or the Standard Specifications for Water and Sewer Construction in Illinois) GRADING 774E PROPOSED BUILDING PADS AND PAVEMENT AREAS, SCARIFYING AND FINAL COMPAC77ON OF 774E PAVEMENT Castings. Structures. All structures shall be r O Neenah No.R-1772,embossed per Exhibit No.401. precast with designed openings or mechanically cored SUBGRADE, AND PLACEMENT OF TOPSOIL. in the field. Storm Sewer Cleaning and televising,with reporting, is directed b the Village Engineer Fire Hydrant. b' b. Y b b vi Waterous Pacer Model W1367-250, AWWA C502, painted fire engine red. Castings. Closed Lid,Type 1—Neenah No. R-1772, embossed per Exhibit No. 201., z above round,with resilient wedge auxiliary ate valve.Nozzles,two at two Sanitary Sewer 0 6. NO FILL SHALL BE PLACED ON A WET OR SOFT SUBGRADE. 774E SUBGRADE SHALL BE PROOF—ROLLED AND INSPECTED BY g g g Open Lid,Type 1—Neenah No.R-1772,Standard B4.12 or any other barrier Cleaning and televising,with reporting,as directed by the Village Engineer and one half inch,one at four and one half inch,with threads conforming to curb,Type 11—Neenah No.R-3170(open curb box)Box height must be 6" 774E GE07ECHNICAL ENGINEER BEFORE ANY MATERIAL /S PLACED. National Standard Specifications.Frangible section(breakaway type)with the Q p g ( Y YI ) minimum with 5'tapers to match curb height.,Depressed barrier curb,Type 0 break line flange located one inch above finished grade.Joint end,six inch, 10Neenah No.R-3205,Yard inlet,Type 8 Neenah No.R-2579 Z ALL FILL SHALL BE CONSIDERED S7RUC7URAL FILL AND SHALL BE PLACED /N ACCORDANCE W/7H 774E GE07ECHN/CAL mechanical or push-on.A11 stainless steel trim. Auxiliary boxes and hydrants Sewer Pipe Joints. w shall be a direct flange-to-flange connection. Reinforced concrete pipe—ASTM C443 or C361.PVC solid wall(SDR-26H) CL REPORT pipe—ASTM D-3212 for six to eighteen inches in diameter. v) Fire hydrant extension Fire hydrant extensions and parts to be manufactured by Waterous only. All stainless steel trim. Sump pump service connection 4"PVC solid wall sewer pipe SDR-35.Blind connections must be cored in > 8. TOPSOIL /N PARKING ISLANDS. ALL PARKING LOT ISLANDS TO BE BACKFlLLED W/7N TOPSOIL TO A MIN/MUM DEPTH OF 18" pipe/sub surface drain pipe. storm sewer and i �� Hydrant Valve Box\Valve boxes H e connection shall be made with a rubber boot and drant Valve Box Tyler 664-5.Lid embossed"WATER."Rubber valve box pipe 0 BY GRADING CONTRACTOR TO INSURE LONG TERM PLANT HEALTH. CROWN ALL PLAN77NG ISLANDS A MIN/MUM OF 6 TO y y stabilizer required. stainless steel band. Sump pump per Exhibit No. 202 and underdrain per Exhibit No.203. PROVIDE PROPER DRAINAGE, UNLESS 07HERWISE SPECIFIED. © COPYRIGHT 2019 Service Pipe. Copper tube, two inches and smaller, ASTM B88,Type K (1" minimum). Ductile iron,larger than two inches. Conform to Water main section above. Material Specifications For All Utilities: R.A. Smith, Inc. o Service upgrade for existing water main requires a stainless steel tap repair Bedding CA-1 1,Class B or better.All stone shall be crushed;rounded aggregate will 0 clamp. Ford model FS1-CC,minimum length 15"long. not be permitted. The stone shall be compacted to 90% modified proctor DATE: 1 0/04/201 9 Corporation Stop. density as required by ASTM D1557 or AASHTO T-180. Recycled materials � Mueller H15000, I"minimum,AWWA C800. 1"Direct tap or 1 1/4" and SCALE: N.T.S. _ permitted from IDOT approved sources meeting the correct gradations. larger shall use Ford FC202 stainless steel band,epoxy coated saddle. Trench Backfill ® Curb Stop. Copper service, Mueller H-15154. Ductile iron service, Resilient wedge CA-11,Class B or better.This item shall meet the requirements of Class B JOB NO. 31 60183 r rn CA-11, per the IDOT Standard Specifications for Road and Bridge counter clockwise to open, AWWA C500. Joint end mechanical, AWWA Construction. All stone shall be crushed; rounded aggregate will not be C111 PROJECT MANAGER: permitted.The stone shall be compacted to 90%modified proctor density as Curb box(D J11 y required by ASTM D1557 or AASHTO T-180. Jetting of trenches is not PAUL V. MCILHERAN, P.E. l Co per service,Mueller H-10302. Ductile iron service,conform to H drant C0 permitted. Recycled materials permitted from IDOT approved sources R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, Valve Box section above. Ductile iron service, 6" and larger, conform to v) Valve Vault section above. meeting the correct gradations. 0 Know what's below. LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS Ad DESIGNED BY. AJS3 Adjustments a�� �����,� You ���� MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT Copper to Copper Fittings Mueller Company Model kFH-15400. An all flared coupling is required, no No more than two precast concrete adjusting rings with six inch maximum C OF R.A. SMITH, INC. sweat joint orcom compression height adjustment shall be allowed, minimum one 2"ring installed on new CHECKED BY: PVM ° Pressure Connections Ford FTSS style tapping sleeve.American Flow Control Series 2500 tapping structures. Only one HDPE ring with a max of 2"may be used within the valve four inch minimum.All stainless steel trim. precast tolerances. Only precast concrete or HDPE adjustment rings U CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN permitted. �2" x 3.5" mastic to be used between all frames, rings and SHEET NUMBER EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER structures. Mortar around rings,but none between. STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA 3 DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. THAT ARE NOT SHOWN. 8 O O o i M co O M Z O F— W U U) LLI PLANT SCHEDULE DECIDUOUS TREES CITY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS TD2 3 Bald Cypress Taxodium distichum 2"CAL B&B WATER NHE 1 New Horizon Elm Ulmus x'New Horizon' 2112"CAL B&B EASEMENT - _ SEED MIX "A"WITH EVERGREEN TREES CITY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS .. lull�=1111i� — EROSION CONTROL . BARK c'e> PA 10 Norway Spruce Picea abies 6` HT. B&B Semi-sheared,fully branched to ground Q _ \ PROPOSED r .... SEE DETAIL MULCH III TA 12 Techn Arborvitae Thuja occidentalis'Techn ' 6' HT B&B Semi-sheared,full branched to round SHEET C701 ,.)" (. f'f. I f V"v`A � (TYP.) ., MONUMENT � e)'B� Y 1 y Y g .... ,.. . SIGN r,.... .,., � �(8)AWS" �;, . � °'f . .. DECIDUOUS SHRUBS CITY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS x — Honeysuckle OMED — _ �ir, CONT. �s� ,...,.... � TURF (3)VLFa R BB �� � �"������ � (17)AWS (8) SGJ . ``'"�� _ '`�" ,,. r'a �����'��" �������� ��������� LDEH 14 LimelightDwarf Hydrangea DHydraingea pan culata'Limelighf TM 36"HT CONT.0 ASEME T SEED MIX ..A.. 5 LEH ' — .. .....�.... (7) SGJ 23 PV2 O ..... .. AWS 40AnthonyP p � � � ����� Anthon Waterer S iraea S iraea x bumalda'AnthonyAnthon Waterer 15"HT CONT. car �. d.. �.d ... ...� VL 6 Chicago Luster Arrowwoo Viburnum dentatum'Chicago Luster 36 HT CONT. „ .,..,. r , cad O, � ..., 7 ., .,,,,,, (15)AWS ....,., �����-�--- ��-���.--. �, ���� (.,r \/l��h.l 1... f �������: ,. ��," � , �� �������° �� ������ ���� �`�`�`�', EVERGREEN SHRUBS CITY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS `� `�' � Q SGJ 15 Sea Green Juniper Juniperus chinensis'Sea Green' 18"SPD CONT. o 0 0 —. \ f....I `' , ... a ORNAMENTAL GRASSES CITY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS MG 33 TURF "�� " � Q Q t Maiden Grass Miscanthus sinensis•Gracillimus 1 Gal. POT co I � SEED MIX " PV2 44 Cheyenne y witch Grass Panlcum gum'Cheyenne y 1 GAL POT 18Spacing � o A- r,"„ T _ Sky S vir atSky' ( ) �� A 33 MG � PERENNIALS CITY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS - zz"- co ' � ' PL2 16 Russian Sae Perovskia atri Ilcifolia 4112" POT 24"Spacing 0 (3)VL f ...r CIO - _ (11) PL2 ' 0- 1 - — �I I SHORELINE \ \\ NN (21) PV2 % r PROPOSED PROPERTY LINE SURVEYED O A �'J, ' ,< � ) \ \ \ 5 PL2 PEDES RIAN �' Q r BY v v v FENCEOdf Q a� COMPASS �' co SURVEYING, \ \ \ .- aX ;, LTD. � � � vv vv v v v v f I ( E [ TE % ' EAS MENT � - aS co Cn ' � COM D � Y � EXISTINGi � vv vv SNOW - 000000000 LAKE a� TURF STORAGE i i SEED MIX`�g it _a. SEED MIX "A" v v v AREA 30' BUFFER LIMIT PER �,� N LAKE COUNTY v v v v , , , , , , , , NN � ,is �t,,,,.WATERSHED �� � � i i i ,� , � .. ". ����� DEVELOPMENT \\ \ \ N x � v v v �� i J AC ESS ORDINANCE IIIIIIII���Offffffffffffffffffffl �e , f EA EMEN� PROPOSED FLOODPLAIN v v v COMPENSATORY STORAGE \\ \ \ n Z LOCATION J ( A fi SEED IX A v 6� P;; - � , :,� ...,... TURF ' 2ETANII M I' \ w 4 BALL' STORMWATER \ \ \ \ \ v v v v + / ,. / r EASEMENT \ \ \ \ Z ROPOSED \ \ \ PEDESTRIAN J v v v NN o 0 o F N C E W\ \ \ o e — v v v �: o❑ � ❑, ROPOSED Z vv v SEED MIX "A"WITH ' GUARDRAIL .. EROSION CONTROL \ \ \ #2 CLEAR W J Q \ SEE DETAIL v LIMESTONE SHEET C701 v v AGGREGATE vv v W v v Z vv „ LU .a w �, «a Cn Cn ,. .' Q m"m. m" vvv , w .m � � f � z (3) DBH ED LAND'SCAPE FENCE wu, S E DETAILhiEET L200 Q /(�� U PROPOSED CONTROL ( � �, ) � J ,, " [ ` B I�jLDING LOCATION U BARK >, (6) DBH MULCH _ _ J TURF � i � � Z SEED MIX "A" � (TYP.) � Q 1#2 CLEAR h�ll� " LIMESTONE I T w ' AGGREGATE (3)TA (1) NHE O f CL 6 LEH N w ) PA O f}� a a a a a a �..,,A a Sto NORTH N • t • • • , ..,, ..., ,.. .. ., k .,(r,1 l l A!r1 -------------------------------- TA F (5) PA r ------------------------------------ E �:C � AU1 ..1. ° 3 TD2 --- �� -- — ', 0 10 20 40 0 i GRAPHIC SCALE i 3 t I t © COPYRIGHT 2019 0 t t, R.A. Smith, Inc. CL DATE: 10/04/2019 I co CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SCALE: 1" = 20' o EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING JOB NO. 3160183 DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. PROJECT MANAGER: R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, PAUL V. MCILHERAN, P.E. Vn LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS V) MADE TO THIS SMITH,PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT DESIGNED BY: NJW CHECKED BY: CNS THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER SHEET NUMBER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 3 L100 0 M co O M GENERAL LANDSCAPE DETAILS GENERAL LANDSCAPE NOTES Original slope should Prune tree as needed-methods vary pass through the point depending on species and time of season where the trunk base meets Substrate/Soil. 1. Contractor responsible for contacting public and private underground utility locating service to have site marked prior to any digging or earthwork. • Wrap tree in fall if required Each tree must be planted such that the trunk 2. Contractor to verify all plant quantities shown on plant list and verify with plan. Report any discrepancies immediately to general contractor. Prior to mulching, lightly tamp flare is visible at the top of the root ball. Trees Z O Each tree must be planted such that the soil around the root ball in 6" lifts where the trunk flare is not visible shall be 3. All plantings shall comply with standards as described in American Standard of Nursery Stock-ANSI Z60.1 (latest version). General contractor or owner's H trunk flare is visible at the top of the root to brace tree. Do not rejected. Do not cover the top of the root ball representative reserves the right to inspect and potentially reject any plants that are inferior,compromised, undersized,diseased,improperly transported,installed CL ball. Trees where the trunk flare is not visible over compact. When the with soil. incorrectly or damaged. U shall be rejected. Do not cover the to of the planting hole has been //� 07 1 p �\ 4. Any potential plant substitutions must be submitted in writing and approved by the general contractor or owner's representative prior to installation.All plants must be W root ball with soil. backfilled, pour water around J: Remove burlap, twine and wire cage from top installed as per sizes shown on plant material schedule, unless approved by general contractor or owner's representative. • Round-topped soil berm the root ball to settle the soil. 1/3 of root ball -score remaining 2/3 of burlap i Remove burlap, twine and wire cage from 4 high x 8 side above once tree Is In place and remove twine - 5. Topsoil should be placed to within 3"of finish grade by general/grading contractor during rough grading operations. All parking lot islands and planting beds to be Loosened soil. Dig and / careful) bend down remaining wire to bottom backfilled with topsoil to a minimum depth of 18"and crown all planting islands and beds a minimum of 6"to provide proper drainage(unless otherwise specified)by ' top 1/3 of root ball -score remaining 2/3 of root ball surface shall be Y 9 turn the soil t0 reduce the burlap once tree is in place and remove centered on the downhill Of hole grading contractor to insure long term plant health. compaction to the area � twine. carefully bend down remaining wire to side of the root ball for and depth Shown. 6. The landscape contractor to be responsible for the fine grading of all landscaped areas. A minimum depth of 3"of blended,prepared and non-compacted topsoil is bottom of hole. 240°. Berm shall begin at root ( Mulch over soil ring-do not build up mulch required for all seeded areas. Finished landscaped areas to be smooth, uniform and provide positive drainage away from all structures and pavement. ball � , onto trunk of tree periphery. •• 7. Tree planting(see planting detail): 4" layer Of mulch. ' Plant all trees slightly higher than finished grade at root flare. Remove excess soil from top of root ball, if needed.Scarify side walls of tree pit prior to installation. Q Remove and discard non-biodegradable ball wrapping and support wire. Remove biodegradable burlap and wire cage if applicable)from to one-third of rootball. NO more than 1" I �° �• g pp� g pp g p g (� pp� ) p Carefully bend remaining wire down to the bottom of hole once the tree has been placed into the hole and will no longer be moved. Score the remaining two-thirds of Of mulch On top 1 ;;; Original grade burlap and remove twine. Backfill pit with 80%existing soil removed from excavation and 20%plant starter mix blended prior to backfilling holes. Discard any gravel, Mulch over soil ring-do not build up mulch Of root ball. heavy clay or stones.Avoid any air pockets and do not tamp soil down.When hole is two-thirds full,trees shall be watered thoroughly,and water left to soak in before onto trunk of tree ( p • : ° le 2x wider than dia. of root ball proceeding. Sees specifications '` � � • : :e� �e•:e•_�.• I I I I :.:.' I;:..I Dig hole for mulch "'� �• � it i '�;L.. Provide a 3"deep,4 ft.diameter shredded hardwood bark mulch ring around all lawn trees. Do not build up any mulch onto trunk of any tree. Trees that are installed Dig hole 2x wider than dia. of root ball Slope sides Of incorrectly will be replaced at the time and expense of the landscape contractor. Stake trees according to the staking detail. loosened soil. d soil -avoid al pockets Back fill with specified �r o p q sees specifications) 8. Shrub planting: shrubs to be pocket )anted with a 50/50 mix of )ant starter and topsoil. Install topsoil into all )ant beds as needed to achieve proper grade and p p 9 p p p p p p p p Back fill with Specified SOII-avoid air replaceoil(see planting detail). Re excessive gravel,clay and stones from plant beds prior to planting.When hole is two-thirds full,shrubs shall Q undesirables move all pockets (see specifications) 3x widest dimension of root ball Bottom of root ball : ..III. ..III. ..III. ..III. .=.. be watered thoroughly and water left to soak in before proceeding. cu e on existing or L Existing subgrade 0 v C: Existing SOII 9. Mulching:All parking lot islands without shrubs, perennials or ornamental grasses to receive a 3"deep layer of crushed red granite mulch over polypropylene weed E , — L recompacted soil. barrier.All parking islands and perimeter plant beds to receive a 3 deep layer of high quality shredded hardwood bark mulch(not Enviromulch). Do not allow mulch to Existing subgrade contact plant stems and tree trunks. ° — 10.Edging:edge all planting beds with a 4"deep spaded edge(shovel cut or mechanical). Bedlines are to be cut crisp,as per plan.A clean definition between lawn area ? p O- 00 and plant bed is required. 11.Plant bed preparation:all perennial,ornamental grass,annual and groundcover areas are required to receive a blend of organic soil amendments prior to installation. t _V 0 O '0 rd Rototill the following materials,at the ratio given, into the required 18"of topsoil to a depth of approx.8"- CNCo ! — DECIDUOUS TREE PLANTING DETAIL DECIDUOUS TREE PLANTING ON SLOPE DETAIL EVERGREEN TREE PLANTING DETAIL Per every 100 square feet of bed area add: - NOT TO SCALE NOT TO SCALE P—PL—TREE—DEC-05 NOT TO SCALE 2 cu.ft.bale of peat moss 2 lbs.of 5-10-5 slow release fertilizer 1/4 cu.yard of composted manure Q Q 12.Lawn installation for all seeded turf grass areas: remove/kill off an existing unwanted vegetation prior to seeding. Prepare the topsoil and seed bed b removing all r% u 9 Y 9 9 p 9� p p Y 9 �„ surface stones 1"or larger and grading lawn areas to finish grade.Apply a starter fertilizer and specified seed uniformly and provide mulch covering suitable to _ r„ germinate and establish turf. Provide seed and fertilizer mix information to general contractor prior to installation. Erosion control measures are to be used in swales ,, N and on steep grades,where applicable. Methods of installation may vary at the discretion of the landscape contractor on his/her responsibility to establish and 8'-0" guarantee a smooth, uniform,quality turf. A minimum depth of 3"of blended, prepared and non-compacted topsoil is required for all lawn areas. If straw mulch is used as a mulch covering,a tackifier may be necessary to avoid wind damage. Marsh hay containing reed canary grass is not acceptable as a mulch covering. °"r �R _ Cn cu 0 cu An acceptable quality turf is defined as having no more than 10%of the total area with bare spots larger than 1 square foot and uniform coverage throughout all turf — Prune cut dead and broken branches- areas retain natural plant shape 2"X 4" X 8'Western Red 13.Seed mix"A"for lawn areas-use only a premium quality seed mix installed at recommended rates. Premium blend seed mix example(or equivalent): 50%blended °r1 2 X 6 X 8 Western Red PLAN VIEW Cedar Top Stringer blue rass,25°/"cree m red fescue,25°/" erennial r e a lied at 5 Ibs er 1,000 SF. Provide seeds eclflcations to eneral contractor nor to installation. �� ti 9 p 9 p Y pp p p 9 p Plant at same depth as previous level Cedar Cap Board 1"X 6" X 6'Western 0 14.Seed mix"B"for detention basins-use Illinois DOT seed mix 4B ore equivalent mix from a reputable supplier. Installed per P ramat specifications shown on sheet �� �u o Redlines are to be cut crisp as per plan. a Red Cedar Boards q p pp p y p IIIIII� 'r m Do not bury any bottom branches clean definition between turf and plant bed C1004. IS required. 15.Warranty and replacements: Trees,evergreens,and shrubs to be guaranteed(100%replacement)fora minimum of one(1)year from the date of substantial project Prune out any 1"X 6" X 10'Western completion. Perennials and ornamental grasses to be guaranteed for a minimum of one growing season from the date of substantial project completion. Perennials Red Cedar Post and ornamental grasses planted after September 1st shall be guaranteed through May 31st of the following year. Only one replacement per plant will be required brown branches during the warranty period,except for losses or replacements due to failure to comply with specified requirements. Z To of mulch to be flush with turf 6'-0" O p 16.The landscape contractor is responsible for the watering and maintenance of all landscape areas at time of planting,throughout construction and for a period of 60 Dig hole 2x wider days after the substantial completion of the installation.This includes all trees,shrubs,evergreens,perennials,ornamental grasses detention basin seeding and turf 2"X 6" X 8'Western Red grass areas.Work also includes weeding,edging,mulching(only if required),fertilizing,trimming,sweeping up grass clippings, pruning and deadheading. than dia. of root ball 5'-6" Cedar Bottom Stringer Q Mulch 17.Project completion:upon substantial completion of the project, the landscape contractor is responsible to conduct a final review with the owner's representative and Finished grade- Turf the general contractor to answer questions and insure that all specifications have been met.The landscape contractor is to provide watering and general ongoing mulch level Finish grade maintenance instructions(in writing)for the new plantings and lawn to the owner and general contractor. 3 01 LU : ram= M J J u _/1 • I I � I.1. 7 I I IL I R v a . Compacted Traff ic Bond Gravel � a w W LU LU � a LU m •: �m mix II PlantingI i: lllilillf: .III I_II � I,�� III (see specifications) ♦^ (,� Container grown Balled & Burlapped 'N z V SIDE VIEW FRONT VIEW LU Z Carefully remove from plastic pot and Remove burlap and twine from top 1/3 O Z score roots 1" deep with a sharp knife of root ball and score remaining 2/3 Z Z u. J U J M 4 SHRUB PLANTING DETAIL 5 SHOVEL CUT PLANT BED EDGING DETAIL 6 6 CEDAR FENCE DETAIL = O Q NOT TO SCALE NOT TO SCALE P—PL—BDEG-01 NOT TO SCALE P—FE—WOD-17 m Z CL C Z Lo 0 C °' G M Q O O Fence M O vi U #2 Clear As shown on plan o Limestone aggregate U V) Typical Z concrete curb /A -� Q 3" U 4 U N J `k ., ...., ... ...,. o <I , Aluminum Edging r N C COPYRIGHT 2019 3 O . R.A. Smith, Inc. C , .. DATE: 10/04/2019 f f CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SCALE: NOT TO SCALE o EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING JOB NO. 3160183 Polypropylene weed barrier DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. Existing subgrade PROJECT MANAGER: R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, PAUL V. MCILHERAN, P.E. Cn LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS C0 MADE TO THIS SMITH,PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT DESIGNED BY: NJW CHECKED BY: CNS THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN GRAVEL MULCH DETAIL ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER SHEET NUMBER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. o NOT TO SCALE P—MAINT—WAS-37 L2 0 0 i M co O M u s VIEW OF GROUND SIGN LOOKING WEST 1 -4 51_011 ® I: 21-011 N M 5'-4" VIEW OF GROUND SIGN LOOKING EAST NO i . W040 [)MON 'S llllllllll1 2 M� 6RK,ETS FoxArneson Date: 7/25/2019 BUFFALO GROVE UNATTENDED FUEL STATION Revised: 10/4/2019 301-011 (p1r) 301-011 C 30'-0ff (p1r) loll " 0110 o 110 0110 0110 131-611 ....... ........ M C) 0o . . .. ........ ........ ........ ........ ........ ........ ...... ........ ........ ........ ........ ....... ........ ........ 0 0 0 0 0 0 0 0 115 0" LARGE FUELING CANOPY FLOOR PLAN 1/16" 1'-0" z WOODMAN'S LOGO SIGN 115'-0" 281-011 NOR= MEMBER Will M MENNEN=mmmmmmmmm SHEET METAL COLUMN WRAP c,A, ,p 7-AL COLUMN 7 TO MATCH CANOPY FASCIA, TYP. CAST STONE CAP m 1 0 0 TO MATCH EXISTING COLUMN WRAP BRICK TO MATCH EXISTING: COLUMN WRAP BRICK,Copp STL STAINLESS STEEL BOLLARD 0 (I COPPERSTONE 11111111111�0 il mol il 11 i I LARGE FUELING CANOPY WEST ELEVATION LARGE FUELING CANOPY NORTH ELEVATION WOODMAN'S LOGO SIGN mmmm LARGE FUELING CANOPY EAST ELEVATION LARGE FUELING CANOPY SOUTH ELEVATION W040 [)MON 1 'S 1 2 M� 6RK,ETS FoxArneson Date: 7/25/2019 BUFFALO GROVE UNATTENDED FUEL STATION Revised: 10/4/2019 281-011 181 o" 0 a - 1 M 281011 FUEL PRICER SIGN SHEET METAL COLUMN WRAP TO MATCH CANOPY FASCIA - - - - - - - - "1 ........ ......... _ ........ ......... ... ......0... .... ... ...... ........ ......... ......... NINNNarANwrNluuNN�u W ulluEM moN� CAST STONE CAP Wt��1�ce��NNIUWp 01 TO MATCH EXISTING CD COLUMN WRAP BRICK TO MATCH EXISTING: ' M STAINLESS STEEL INTERSTATE BRICK, BOLLARD COPPERSTON E mom N NORTH FUELING CANOPY NORTH ELEVATION NORTH FUELING CANOPY EAST ELEVATION NORTH FUELING CANOPY l/s„ = V-0° FLOOR PLAN 9'-011 op IIRNYiNVPINNNIIVIINIIIIIIIIIIIIIIIiI IIVUllJ>NN,iMN@gkNNNNNpgIN II@NNHNtl01l11NNNW7!NWIRN9W N u PRICER SIGN NORTH FUELING CANOPY SOUTH ELEVATION NORTH FUELING CANOPY WEST ELEVATION NO i . W040 [)MON 'S llllllllllM� 6RK,ETS I FoxArneson Date: 7/25/2019 BUFFALO GROVE UNATTENDED FUEL STATION Revised: 10/4/2019 281 011 181-011 0 M281 011 ZD mo��uu�wa���ouAHH;�iuu� uuu�iumm�uuuw�!Wv��� � iuHHHmr�niuiu�u�u�s�m���io 1 ....... ........ ... ......... ........ . .° . .. El STAINLESS STEEL BOLLARD N SOUTH FUELING CANOPY NORTH ELEVATION SOUTH FUELING CANOPY EAST ELEVATION SOUTH FUELING CANOPY 1/8„ = V-0° FLOOR PLAN SHEET METAL COLUMN WRAP TO MATCH CANOPY FASCIA IAH,Ha IR�u�fl, CAST STONE CAP TO MATCH EXISTING COLUMN WRAP BRICK TO MATCH EXISTING: INTERSTATE BRICK, COPPERSTONE SOUTH FUELING CANOPY SOUTH ELEVATION SOUTH FUELING CANOPY WEST ELEVATION NO WOq9E)MON 'S ; !IIIIIIIIII 2 M� 6RK,ETS FoxArneson Date: 7/25/2019 BUFFALO GROVE UNATTENDED FUEL STATION Revised: 10/4/2019 f 14'-0" 8'-0" V4�l r I BRICK TO MATCH N. VI IW i I VIVN `" � � I Iw µ fllmqu IV I EXISTING GAS & LUBE LOUVER, BUILDING: �lilu iuu�l� MILL FINISH u III,Iuluvulm � - THE LAKEWOOD BRICK CO, ALUMINUM I � ul I III MEDIUM BUFF GRAINS N� wllI Ir olI III VI V VII VNh��ii�4Vb�V '� � ✓,('I�tlld Ullulli� I V NN�I 71UIIIVIV V If N l: I r l CONTROL BUILDING EAST ELEVATION CONTROL BUILDING SOUTH ELEVATION SCUPPER AND DOWNSPOUT: COPING: UNA-CLAD, BRITE RED UNA-CLAD, BRITE RED 141011 II �II � d' �� �� y HOLLOW METAL J II � � IUu II I DOOR & FRAME: '' f B nlll9 BEDOUIN BEIGE II � �U1u1J I bo I � , lu , u Iil IhlYolu w' � VNIV V i���V�N�� u� II h N � I V V I I IV I � t I r N I lil li I ! ------------------------------------------------ I, II l i, ,IV�I II IIII� Y ,I IVII i IWNVII ' �II mill CONTROL BUILDING 1/8° = 1'-0" z CONTROL BUILDING WEST ELEVATION CONTROL BUILDING NORTH ELEVATION FLOOR PLAN NO i . W040 [)MON 'S llllllllllM� 6RK,ETS I FoxArneson Date: 7/25/2019 BUFFALO GROVE UNATTENDED FUEL STATION Revised: 10/4/2019 13'-6" BOTTLE GREEN WHITE BACKGROUND TOMATO RED SAPPHIRE BLUE NEI. J' Ln WOODMAN'S LOGO SIGN 3/4" _ V-o° AREA: 33.75 ft. sq. 9'-p" WHITE BACKGROUND BLACK SULTAN BLUE op N PRICER SIGN 3/4" _ V-o° AREA: 24 ft. sq. i . W09 [)MON 'S llllllllll ; FoxArneson � BUFFALO GROVE UNATTENDED FUEL STATION Date: 10/4/2019 f 70' 0" a 6' CEDAR FENCE NORTH-SOUTH SECTION PEDESTRIAN FENCE GUARDRAIL , EL. 646.50 m DETENTION APPROX. ORIGINAL COMPENSATORY GROUND LEVEL r,, BASIN STORAGE rn �,.,,. EL. 41J1 i 0 6 � ///,,, 100 YR H W rn / STRAPPING 10 DIAMETER o��+m v r_it or=;CJ DOUBLE WALL ,,,, EL. 41. 7 U c 6 8 EL. 638.90 �,,,v - z z DEADMAN UST BASIN OUTLET NORMAL WATER ,/ , LEVEL, BARCLAY w WATER OBSERVED v � EL. 63z.��65 POND c�7 WATER OBSERVED DURING DRILLING v EL. 637.50 rn NO WATER UPON COMPLETION ELJlllllll APPROX.B/ OF UST BOTTOM OF Ln . 6z7.50 11 DETENTION z z WATER OBSERVED DURING DRILLING BASIN � � NO WATER UPON COMPLETION O O m m EAST-WEST SECTION i . W040 [)MON 'S llllllllllM I FoxArneson i BUFFALO GROVE UNATTENDED FUEL STATION Date: 10/4/z019 iraSmmlth C R I i V t ff B J,Y'O?,,!,D) ;,N G 11 E E P"",li?,G October 4, 2019 Addendum to: Stormwater Management Plan for Roadway Improvement Plans IL 21/US 45 Milwaukee Avenue and Deerfield Parkway — Road Related to the Buffalo Grove Woodman's Food Market Villages of Buffalo Grove and Riverwoods, and Vernon Township Lake County, IL raSmith Project No. 3160183 & 1160296 January 17, 2018 March 30,2018 Prepared by: Paul V. Mcllheran, P.E. raSmith 16745 West Bluemound Road Brookfield, WI 53005 ADDENDUM SUMMARY Woodman's Food Market has proposed an unattended gas station on Parcel 2 of their existing development at the northwest corner of Deerfield Parkway and Milwaukee Avenue in the Village of Buffalo Grove. See Unattended Fuel Station Plan, Exhibit EE. On the previously approved Construction Plan Parcel 2 was shown to contain compensatory floodplain storage, a detention pond to serve Deerfield Road improvements, and a `future parking lot' (see clip below). Stormwater management for the entire Woodman's development was documented in the report `Stormwater Management Plan for Woodman's Food Market, Village of Buffalo Grove, Illinois', last revised December 5, 2017. The report outlined the design of the compensatory storage as well as stormwater management. Stormwater management for the detention pond on Parcel 2 for the Deerfield Road improvements is documented in the report `Stormwater Management Plan for Roadway Improvement Plans, IL 21/US 45 Milwaukee Avenue and Deerfield Parkway— Road, Related to the Buffalo Grove Woodman's Food Market, Villages of Buffalo Grove and Riverwoods,and Vernon Township Lake County, IL, last updated March 30, 2018 via addendum'. Excerpt from the previously approved plan showing Compensatory Floodplain storage, a detention pond, and a future parking lot on Parcel 2. .. M�AW II YMR Y9Stlpl SNq /•® ' ""m,•. :•, [%15dN Sd6 rTE'dd+kPbE M. �1 ._,_.. '` r CGGRrA anGN N A56S _ rfAN(/" '+µ i w nn ire awnl N( AWM'M1 T ygy �.: � WAIIIIH gM1K,i G+'p�WAMM C[IWI,EiHiO, �,FI V1tl B16M1 �f 7 -W-..-- 4-11 I I I I I I 0 RHCmMfD � � &99 PN1 iPMMN4;U➢P 0" I I III ON.- Nd4^FI BJNW`gym 5M U 6 61N 'a�.i I p frl j � �"" d &h gu: � �• II � � � J BI4Al1 N.[Y.tl+9,d 4WN1 I ffH[✓4 JRCM � 0sy wr" Po N4S 9h\ ,.. i uY'+ndM5 F'Ck d. � —.. � � pf1R19WWfi✓Sn mnrma rw,zx ` 4 6 IwCtf onn nxx I� � �' bw3 d5a •••�•••' — Proposed Changes to Existing Parcel 2 Stormwater Management and Floodplain The compensatory floodplain storage and the stormwater management pond will be impacted by the proposed unattended gas station, and will need to be reconfigured, as shown on the site plan, Exhibit EE. The stormwater management pond is proposed to be moved to the east side of parcel 2, to allow the whole west side of Parcel 2 to be reconfigured as floodplain storage. The new detention pond footprint is smaller than the existing pond, so underground detention will be provided to match the volume of the existing pond. 1 SPECIFIC CHANGES TO THE STORMWATER MANAGEMENT PLAN PER THIS ADDENDUM: The following are revisions to the OUTLET 1 AND OUTLET 4 section of the Storm Water Management Plan S( WMP): • The third paragraph on page 5 (second paragraph of the Proposed Conditions section) lists the new impervious area to Outlet 1, which formerly was 1.601 acres. Now, the new impervious area to Outlet 1 is 1.436 acres. • The fifth paragraph on page 5 discusses the additional runoff to the proposed detention basin referred to as Outlet 1A. It should be noted that the area tributary to Outlet 1A is no longer a future employee parking lot but an unattended fuel station. The updated drainage areas are shown on Exhibit G. Detention basin 1A will discharge through an outlet control structure, located in the landscape terrace just west of the proposed pavement area, and into the existing southeast Barclay Station detention pond. • The sixth paragraph on page 5 discusses the compensatory storage requirements of Parcel 2. Due to the reconfigured site plan, the compensatory storage area has been modified to span the entire west side of Parcel 2, from the north to the south end, though it is narrower. The proposed detention basin and compensatory storage are shown on Exhibit EE (Sheet C400 of the Preliminary Civil and Landscape Plans for Woodman's Food Market Unattended Fuel Station). The detention basin 1A outlet pipe will be constructed in the floodway, which is acceptable under Lake County WDO Section 703. The compensatory storage area will no longer need an equalization pipe, as the area will be able to free drain to the Barclay ponds. • Table 2 on page 6 has been updated to reflect updated drainage areas and new impervious areas in the proposed condition at Outlet 1. Table 2 shall be deleted in its entirety and replaced with the following: TABLE 2 Outlet 1 Existing and Proposed Areas Existing Condition Proposed Condition Outlet Drainage Area Drainage Area New Impervious Area (Acres) (Acres) (Acres) 1 West 0.365 0.370 0.005 1 7.62 2.47 0.703 1A Public - 1.65 0.585 1A Private - 0.90 1 0.143 Total 7.985 5.390 1 1.436 • The final paragraph on page 6 has been updated to include the updated new impervious area for Outlet 1. The total new impervious area of Outlet 1 and Outlet 4 is 1.489 acres (1.436 + 0.053). The impervious area tributary to the proposed detention basin 1A(1.52 acres) is still greater than the total new impervious area for Outlet 1 and Outlet 4 (1.489 acres). See Exhibit G for the updated areas. • Table 4 on page 7 shows the equivalent impervious area tributary to the proposed Outlet 1A detention basin, which has been revised. Table 4 shall be deleted in its entirety and replaced with the following: TABLE 4 Impervious Area Tributary to Proposed Detention Basin 1A Proposed Condition Outlet Impervious Area Acres 1A Public 1.38 1A Private 0.14 Total 1.52 2 • The first paragraph on page 7 discusses the proposed detention basin design. It should be noted that the area noted as Outlet 1A Private corresponds to a proposed unattended fuel station, not the future employee parking lot that is mentioned in the original report. Detention basin 1A will discharge through an outlet control structure, located in the landscape terrace just west of the proposed pavement area, and into the existing southeast Barclay Station detention pond. Due to site constraints, underground pipe storage will have to be used for some of the storage. Detention basin 1A therefore includes both the open air basin at the northeast corner of Parcel 2 as well as underground 60" and 24" diameter corrugated metal pipe. The designs for detention basin 1 A and the outlet control structure are shown on Exhibit EE. Detailed design calculations for detention basin 1A are provided in Exhibit I. • The second paragraph on page 7 discusses the peak release rate of detention basin 1A. The 1.6" diameter restrictor has been revised to a 1.3"diameter restrictor, placed at the same elevation of 639.50. The 2.5"diameter restrictor has been revised to a 2.1" diameter restrictor, placed at an elevation of 642.00. The 1.3" and 2.1" diameter restrictors are required for the 2-year storm event and the 100-year storm event, respectively, in order to meet the release rates. The release rates and high water elevations for each storm event have been updated in Table 5. Table 5 on page 7 shall be deleted in its entirety and replaced with the following: TABLE 5 Outlet 1A Proposed Detention Basin Peak Release Rates and High Water Elevations 1.6" &2.5" Restrictors Release Rate Detention Basin Area Allowable Release Rate** 1.6" &2.5" Restrictors High Water Elevations 1A 2-year 100-year 2-year 100-year 100-year* 2-year 100-year 100-year* 0.04 cfs/ac 0.15 cfs/ac acres) (cfs) (cfs) (cfs) (cfs) (feet feet feet 2.55 0.10 0.39 0.06 0.26 0.20 641.40 644.04 645.06 *Modeled with Tailwater = 10-year BFE(643.50) **The Allowable Release Rate is based on the tributary area to the proposed detention basin 1A(Area 1A Public and Private) • Table 6 on page 7 has also been revised to include the updated release rates and high water elevations for the minimum 4-inch restrictor, which is required per the Lake County WDO. Table 6 shall be deleted in its entirety and replaced with the following: TABLE 6 Outlet 1A Proposed Detention Basin Peak Release Rates and High Water Elevations Minimum 4-inch Restrictor Area Release Rate Detention Basin Min.4-inch Restrictor High Water Elevations 1A 2-year 100-year 100-year* 2-year 100-year 100-year* acres) (cfs) (cfs) (cfs) (feet feet feet 2.55 0.34 0.62 0.36 640.31 641.87 644.25 *Modeled with Tailwater= 10-year BFE(643.50) • Compared to the original outlet 1A detention basin design, the release rates of the revised design are either equal to or lower than the corresponding release rates. This includes both the 1.3" and 2.1" diameter theoretical restrictors as well as the actual 4" diameter restrictor that will be installed. The most critical condition, 100-year storm event with tailwater for the theoretical 1.3" and 2.1" restrictors, was used to size the detention basin because this yielded the highest high water elevation. The other two conditions, the 2-year storm event and 100-year storm event with no tailwater, were checked for release rates and high water elevations, and then all three events were run for the 4" diameter orifice. All proposed release rates are equal to or less than their previously approved corresponding release rates. The high water elevations for the 100-year storm event and the 100-year storm event with tailwater increased from the previous design, but the outlet control structure has been modified accordingly. 3 • The first paragraph on page 8, the Outlet Control Structure section, details the information regarding the outlet structure for detention basin 1A. The 4-inch restrictor remains at elevation 639.50, but the top of the restrictor plate has been revised to be at elevation 645.10. Because underground detention is utilized in addition to an open air detention basin and is located downstream of the open air basin, a traditional emergency spillway will not be utilized. During storm events in excess of the detention basin's capacity, water will flow over the weir in the manhole. In case of a clogged orifice, the emergency overflow structure has been revised. • The second paragraph on page 8, the Emergency Overflow Structure section, describes the flow through the emergency spillway in the event of a high storm event. Due to the underground detention system accompanying the open air detention basin, there is no emergency spillway outside the outlet control structure. The outlet control structure has been revised, however, to account for WDO requirement 507.01(A), in which an emergency overflow structure must be capable of passing the critical duration base flood inflow rate without damages to downstream structures or property. The peak inflow is 12.60 cfs from the 100-year, 30-minute critical duration storm. The depth of flow required to pass this flow across the 6-foot wide top of plate weir inside the structure is 0.74 feet (Exhibit I). The outlet control structure detail shown on Exhibit EE depicts the flow from the 100-year, 30-minute critical duration storm, starting at the top of plate elevation, 645.10. It rises to an elevation of 645.84, which is well below the bottom of the top structure (flat top, casting and casting ring). An overland flow path on site has been determined. If the entire outlet control structure were to be clogged, the underground detention storage were full, and the open air detention basin water level continued to rise, water would then leave the pond at its northwest corner, where the top of wall grade is 647.10. Water would then follow an overland path directly to the west and into the compensatory storage location, overtopping the curb at an elevation of 646.50. Water would then make its way to the Barclay Station detention pond. • Paragraph 4 on page 8, the Water Quality Treatment section, explains how the water quality requirement for Outlets 1 and 4 is met. The total water quality volume was calculated using 1 inch of runoff depth (100% impervious)over the total new impervious area for Outlets 1, 1 West, 1A, and 4. The revised new total impervious area is 1.489 acres, so the revised calculated total water quality volume required is 5,405 cubic feet. The water quality volume will be provided entirely in the open air basin of detention basin 1A by over-excavating 24 inches below the outlet invert elevation. Approximately 5,484 cubic feet of water quality volume will be provided between the outlet invert elevation of 639.50 and the bottom of the basin elevation of 637.50. The bottom of the basin will still be planted with native wetland vegetation (IDOT Seed Class 4B). See Exhibit J for detailed water quality calculations. The water quality treatment volume provided in detention basin 1A will also be used to satisfy the WDO RVR requirements for Outlets 1 and 4. • Paragraph 5 on page 8 references the WDO detention requirements. Due to the reduced impervious area tributary to detention basin 1A, the volume requirements per WDO Appendix K have been updated and are provided in Exhibit KA. Exhibit KB provides the proposed detention volumes based on the revised outlet 1A detention basin. The theoretical restrictors were revised from the original stormwater plan to a 1.3" and a 2.1"diameter restrictor in order to comply with the requirements of the ordinance. As seen in Exhibit KB, the volume requirements for the 2-year, 100-year, and 100-year with tailwater storm events are met. • Paragraph 6 on page 8 describes how the critical duration analysis shows that the proposed peak release rates are less than or equal to the existing condition peak release rates. The critical duration analysis has been re-run, with the same WDO requirement that the proposed peak release rate at the outlet is less than or equal to the existing condition peak release rate. The results of the critical duration analysis for the existing and proposed conditions for Outlet 1 as well as Outlet 1 and 4 combined are in Exhibit I and presented in Table 7. Table 7 shall be deleted in its entirety and replaced with the following: 4 TABLE 7 Outlet 1 and Outlet 4 Critical Duration Analysis Results With Tailwater* Outlet 1 Outlet 1 &4 Duration Existing Proposed Existing Proposed Peak Flow Peak Flow Peak Flow Peak Flow 100-year (cfs) (cfs) (cfs) (cfs) 5 min 16.09 5.24 17.24 5.87 10 min 21.08 18.00 23.60 20.83 15 min 22.15 18.52 25.18 22.22 30 min 22.63 18.84 25.67 22.33 1 hour 21.66 16.80 24.15 19.77 2 hour 18.99 13.45 21.06 15.78 3 hour 15.72 10.88 17.42 13.26 6 hour 10.87 7.44 11.85 8.54 12 hour 7.40 3.16 7.86 3.64 18 hour 6.32 2.52 6.70 2.90 24 hour 5.13 2.01 5.43 2.32 48 hour 2.92 1.40 3.08 1.56 72 hour 2.11 1.12 2.23 1.23 120 hour 1.45 0.85 1.54 0.92 240 hour 0.23 0.09 0.24 0.11 10-year 30 min 15.20 9.75 16.77 11.59 2-year 30 min 9.92 6.00 10.90 7.18 *Tailwater for the 100-year stone event=10-year BEE(643.50) Tailwater for the 10-year stone event=crown of outlet pipe No tailwater for 2-year stone event • As shown in Table 7, the peak release rates under the proposed conditions are still less than the existing conditions, which meets the WDO. • The overland flow route for Outlet 1, in the Overland Flow Route section on page 9, discusses the path of overland flow for the water in the roadway. To reiterate the path of overland flow on Parcel 2, the unattended fuel station, water will leave the proposed open air detention basin at the northwest corner and flow to the west along the north side of the site. After overtopping the curb on the west side of the site at elevation 646.50, water will flow into the compensatory storage area and then into the Barclay Station detention pond, which accepts drainage freely from the compensatory storage area (without an equalizer pipe). • In summary, the necessary Lake County WDO requirements have been met for Outlets 1 and 4 with the proposed detention basin 1A and the associated storm sewer system. The revised tributary area to detention basin 1A includes 1.52 acres of impervious area, which exceeds the new impervious area of 1.489 acres for all of Outlet 1 and Outlet 4. The 2-year, 100-year, and 100-year with tailwater storm event peak release rates for Outlet 1 under the proposed conditions remain less than or equal to the peak release rates for Outlet 1 under the previously approved plans. The high water elevations for the analyzed storm events for the proposed conditions are less than or equal to those from the previously approved plans, and where they are not, the outlet control structure has been modified to provide a high enough weir height to keep the 100-year storm event with tailwater within the outlet control structure. Finally, the volume requirements in Appendix K of the WDO have been met for the analyzed storms in the proposed condition. 5 ------------------------------------------------------ N z 0 F- 0- U) Ld OP 01 [:)lPE ('340 71� GRAPHIC SCALE \U 412.5,n 10 0 10 20 40 Z..... ........... ..... ..... .......... ........................... 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Smith, Inc. 0 DATE: 08/07/2019 co SCALE: 1 20' JOB NO. 3160183 Know what's below. PROJECT MANAGER: Call before you dig. PAUL V. MCILHERAN, P.E. U) 1� U) DESIGNED BY: AJS3 R.A.SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESULTING FROM CHECKED BY: PVM CHANGES OR ALTERATIONS MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF SHEET NUMBER R.A.SMI TH, INC. EX - 02 co 7 6 5 4 3 2 1 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts At CRUS-SC-LED-SS- A 18 CW-UE CRUS-SC-LED- Absolute 0.95 114 -SS-CW- DSXF2 LED P2 C 2 50K FL DSXF2 LED P2 50K FL DSXF2_LED_P Absolute 0.95 78 2 50K FL.ies E DSX2 LED P5 40K DSX2 LED P5 40K T2M E FoxArneson 4 B 1 T2M MVOLT MVOLT LED DSX2_LED_P5 Absolute 0.95 321 _40K_T2 MV dl-Tje_M 5972 Executive Drive 4 DSX2 LED P5 40K DSX2 LED P5 40K T4M Suite 100 D 1 T4M MVOLT HS MVOLT with houseside LED DSX2_LED_P5 Absolute 0.95 321 shield _40KT4MMV Madison,WI 53719 _ _es 608.276.4400 -- E 1 TRP1-121-15-31<7-3 GeoPak Size 1 TRP1-121-15- Absolute 0.95 13.9 F OXA R N E S O N.C O M 3K7-3.IES STATISTICS __ Description Symbol Avg Max Min Max/Min Avg/Min CONSULTANT - - ��� Calc Zone#1 + 6.1 fc 44.1 fc 0.0 fc N/A N/A ----------------------------------------- ---------------------------- + + + + + + + + -0.1 ---0 1 0.1 0.2 0.3 0.4 - 0.5 0.5 roue ngineering• esign• Consulting + + + + + + + + + + + + + + + + + + \, Structural I Mechanical/Electrical/Plumbing 0.1 0.1 0.2 0.4 0.7 1.0 1.3 1.3 1.0 0.6 0.4 0.2 ___ 0.1 0.1 0.1 0.0 0.0 0. 00 Civil Land Survey Telecommunication Aquatic �-� Accessibility Consulting I Design&Program Management Engineering with Precision, Pace&Passion. +0.1 +0.2 +0.3 +0.7 +1.5 +2.8 +3.8 +3.8 +2.7 +1.4 +0.7 +0.3 +0.2 +0.1 +0.1 +0.1 +0.0 +0.0 +0 0 2675 P P:22 Avenue Hoffman Estates, 60192 P:224.293.6333 1 F:224.293.6444 wtengineering.com IL License No:184.007570-0015 1 Exp:04.30.2021 + + + + + + + + + + + + + + + + COPYRIGHT 2019 THE W-T GROUP,LLC 0.1 0.2 0.5 1.2 3.2 7.9- fi� fi 1 7 7.6 3.0 1.1 .5 0.2 0_.1 0.1 0.1 0.0 0.0 0. �11111111111///,//,/4 j - 01%01 p . 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EP1 . 1 7 6 5 4 3 2 1 7 6 5 4 3 2 1 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts At CRUS-SC-LED-SS- A 18 CW-UE CRUS-SC-LED- Absolute 0.95 114 -SS-CW- DSXF2 LED P2 C 0 60K FL DSXF2 LED P2 60K FL DSXF2_LED_P Absolute 0.96 78 2 50K FL.ies EA DSX2 LED P5 40K DSX2 LED P5 40K T2M _M E FolCArneSOn B 1 T2M MVOLT MVOLT LED DSX2_LED_P5 Absolute 0.95 321 QLT.me _40K T2MV A DSX2 LED P5 40K DSX2 LED P5 40K T4M 5972 Executive Drive E 1 T4M MVOLT HS MVOLT with houseside LED DSX2_LED_P5 Absolute 0.96 321 shield _40K_T4M_MV Suite 100 S. Madison,WI 53719 01% D 1 TRP1-121-15-31<7-3 GeoPak Size 1 TRP1-121-15- Absolute 0.96 13.9 608.276.4400 0 3K7-3.IES FOXARNESON.COM STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min CONSULTANT ----------------------- --------------------------------- Calc Zone#1 + 6.7 fc 44.0 fc 0.0 fc N/A N/A VV ------------------------------------------------- --------------------------------- NNGroiup ------------------------------------------------------------------------------ - -------- ------ ------- ------ Engineering- a onsu ngin ng• sgn• tng ------- ---- _ S t I I Mechanical/Electrical/Plumbing ----- ----- uc ura + + + + + y tr -�-�-� + + + Civil�Land Survey I Telecommunication I Aquatic 01--------0 1 0.1 0.2 0.3 0.4 0.5 0.5 ---- --------------- Accessibility Consulting I Design&Program Management - ____ Engineering with recision, Pace&Passion. + + + + + + + + + + + + + + + + + + �+ 2675 Pratum Avenue I Hoffman Estates,IL 60192 0.1 0.1 0.2 0.4 0.7 1.0 1.3 1.2 1.0 0.6 0.4 0.2 ___ 0.1 0.1 0.1 0.0 0.0 0. 00 P:224.293.6333,F:224.293.6444 wtengineering.com IL License No:184.007570-0015 1 Exp:04.30.2021 COPYRIGHT 2019 THE W-T GROUP,LLC +0.1 +0.2 +0.3 +0.7 +1.5 +2.8 +3.8 +3.8 +2.7 +1.4 +0.7 +0.3 +0.2 +0.1 +0.1 +0.1 +0.0 +0.0 +0 0 ```v�qu�um�E + + + + + _ + + + + + + + + + + + 062-05025 0.1 0.2 0.5 1.2 3.2 '9 1 11.6 7.6 3.0 1.1 -5_ 0.2 0.1_ 0.1 0.1 0.0 0.0 0. _' - _ � B REGISTERED i *?PROFESSIONAL; + + + A + + + + + + + + + + .• 0.6 1.5 4.7 14.5a 22.5 2415 13.7 4 1.5 .6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 '., ''• . 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EP1 . 2 7 6 5 4 3 2 1 11/20/2019 11/20/2019 MINUTES OF THE REGULAR MEETING OF THE PLANNING AND ZONING COMMISSION OF THE VILLAGE OF BUFFALO GROVE HELD IN THE COUNCIL CHAMBERS, 50 RAUPP BOULEVARD, BUFFALO GROVE, ILLINOIS ON WEDNESDAY, NOVEMBER 20, 2019 Call to Order The meeting was called to order at 7:30 PM by Chairman Frank Cesario Public Hearings/Items For Consideration 1. Consider an Amendment to Planned Development Ordinance No. 2016-66 to Allow fora New Automobile Service Station with Variations to the Zoning Ordinance and Sign Code for the Property at 1525 Deerfield Parkway(Trustee Weidenfeld) (Staff Contact: Chris Stilling) Jim Arneson, Phil Weightman, Paul Mcllheran were sworn in. Mr.Arneson described the request and highlighted a few of the questions and answers that came from the workshop during a previous Planning and Zoning Commission meeting starting on Packet Pg. 74. Mr. Weightman spoke about the variations in questions as well as their process for the development. Mr. Mcllheran went over the setup of the stormwater and compensatory storage all review by the Village's engineering department. Mr.Arneson noted that the material at the subject gas station is the some as the one across the street. Chairperson Cesario went over the three variations in question and believes they are minimal for this project. He commented on the traffic flow. Mr.Arneson went over the traffic flow and noted that this gas station will cater to the east bond traffic for convenience. He noted that this facility is a complementary piece to the other Chairperson clarified the time restriction, verifying that the 6:00 AM to 9:00 PM servicing window came from the other SQR businesses and their hours. Mr.Arneson commented on the 6 foot fence and described the landscape plan. Com.Au reference packet pg 104, asking about the fence height and if there have been any complaints. 11/20/2019 Deputy Village Manager Stilling responded that the fence height is 6 feet and that he had not received any complaints from the Shorewood properties. Com. Weinstein thanked the petitioners from making the time restrictions on the southernmost pump. He asked about how the time restriction would be enforced. Mr.Arneson responded that it is all controlled on a timer which would turn off the pump and the lights to show that the pump is not active. Com. Cohn asked if there would be signage to show that the southernmost pump was not active. Mr.Arneson said that the hope is that with the lights being off at that pump with all the other lights being on would push patrons to using the other pumps. Com. Moodhe reference packet pg 114 and commented on the light poles and what lights would be used. Mr. Weightman said he believes that the poles are either 20 or 30 feet. The lights are LED. The lights can also rotated and are mounted on the columns. Com. Moodhe asked about the light distribution. Mr. Weightman said they could get that information. Com. Moodhe suggested type 3 or 4 be used closed to the southernmost pump to keep the light down for the neighbors. Com. Worlikar asked why a double pump would not work. Mr. Weightman said that the layout that accommodates the tanker does not allow for a 5t"double sided pump. The staff report was entered as exhibit 1. Ms. Ortiz, Dogwood and Deerfield was sworn in. She voiced her concerns over the number of gas stations in town as well as her concerns over the water. Mr. Boris, spoke his concerns about the development. He provided the commissioners petitions that had been signed against the development for health and safety reasons. He also told the commissioners he was not properly notified of the meeting Chairperson Cesario asked staff if the proper procedure was followed for posting the meeting. Deputy Village Manager said yes. Ms. Gaskie, 20796 Catalpa,spoke her concerns over the development and is not in favor of the development. Mr. Vela, 20850 North Birch spoke his concerns over the development and the crime that comes from a gas station especially an unattended gas station. Mr. Fisher, 20924 Catalpa spoke his concern over the development. He is concerned about the flooding, light pollution and crime that will come with the development of another gas station. Ms. and Mr. Fear, 20820 Ash spoke their concerns over the development and has been impacted by flooding with other developments that have built nearby.She has concerns over water and the air quality in addition to the flooding. 11/20/2019 Mr. Mcllheran commented on the flooding issues and the storage that will be collecting the stormwater. Mr. Weightman commented on the fence height and noted that there be no dumpster at the development but there will be trash cans. The Public hearing was closed at 9:52 PM. Com. Weinstein made a motion to approve the amendment to Ordinance 2016-66 and variations, subject to the following conditions: 1. The proposed development shall be developed in substantial conformance to the plans attached as part of the petition. 2. Final engineering shall be reviewed and approved by the Village Engineer prior to the issuance of a building permit. 2.3.a Packet Pg. 70 Attachment:staff report(Consider an Amendment to Planned Development Ordinance No. 2016-66) 3. Prior to the issuance of a building permit, an updated photometric plan shall be provided to ensure that no spillage exceeds 0.5 foot-candles at the southern property line. 4. The southernmost dispenser, adjacent to the residential, shall only beoperational between the hours of 6AM-9PM. Com. Khan seconded the motion. Com.Au commented on her continued concern over the southernmost pump and is not in favor of the development with that pump as part of the plan. Com. Cohn commented his continued concern over the southernmost pump and will vote no because it was not addressed. Deputy Village Manager Stilling clarified that the use of the development is permitted and the southernmost pump is part of that. Com.Au asked if the zoning requirements were different from an unattended gas station verses an attended gas station. Deputy Village Manager Stilling responded no. Com. Weinstein said he is appreciative of the time restrictions to the southernmost pump and enough to convince him to vote in favor of the development. Chairperson Cesario reviewed the variations and understands the necessity of the three variation. He reviewed the data that has been shown that the gas station meets all safety and maintains or slightly improves the water issues. Com. Moodhe commented on the southernmost pump, but understands why the layout has to accommodate the refueling tanker. He noted that he is also appreciative of the time restrictions to the southernmost pump. 11/20/2019 RESULT: APPROVED [6 TO 2] AYES: Moodhe, Cesario, Khan, Weinstein, Richards, Worlikar NAYS: Matthew Cohn, Amy Au ABSENT: Stephen Goldspiel Reaular Meetina Other Matters for Discussion None Approval of Minutes 1. Planning and Zoning Commission - Regular Meeting - Nov 6, 2019 7:30 PM RESULT: ACCEPTED [6 TO 0] AYES: Cesario, Cohn, Khan, Weinstein, Richards, Worlikar ABSTAIN: Adam Moodhe, Amy Au ABSENT: Stephen Goldspiel Chairman's Report None Committee and Liaison Reports None. Staff Report/Future Aaenda Schedule Staff spoke about next meeting items and the comprehensive plan. Public Comments and Questions None. Adjournment The meeting was adjourned at 10:15 PM Chris Stilling APPROVED BY ME THIS 20th DAY OF November , 2019