Community Services Department Planning and Development AMENDMENT OF CONDITIONS APPLICATION

Size: px
Start display at page:

Download "Community Services Department Planning and Development AMENDMENT OF CONDITIONS APPLICATION"

Transcription

1 ommunity Services epartment Planning and evelopment MENMENT OF ONITIONS PPLITION ommunity Services epartment Planning and evelopment E. Ninth St., ldg Reno, NV 892 Telephone:

2 Washoe ounty evelopment pplication Your entire application is a public record. If you have a concern about releasing personal information, please contact Planning and evelopment staff at Project Information Staff ssigned ase No.: Project Name: Project escription: Project ddress: Project rea (acres or square feet): Project Location (with point of reference to major cross streets N area locator): ssessor s Parcel No.(s): Parcel creage: ssessor s Parcel No(s): Parcel creage: Section(s)/Township/Range: Indicate any previous Washoe ounty approvals associated with this application: ase No.(s). pplicant Information (attach additional sheets if necessary) Property Owner: Professional onsultant: Name: Name: ddress: ddress: Zip: Zip: Phone: Fax: Phone: Fax: ell: Other: ell: Other: ontact Person: ontact Person: pplicant/eveloper: Other Persons to be ontacted: Name: Name: ddress: ddress: Zip: Zip: Phone: Fax: Phone: Fax: ell: Other: ell: Other: ontact Person: ontact Person: For Office Use Only ate Received: Initial: Planning rea: ounty ommission istrict: Master Plan esignation(s): (s): Regulatory Zoning(s): February 2

3 Required Information mendment of onditions pplication (Information may be attached separately). The following information is required for an mendment of onditions: a. Provide a written explanation of the proposed amendment, why you are asking for the amendment, and how the amendment will modify the approval. b. Identify the specific ondition or onditions that you are requesting to amend. c. Provide the requested amendment language to each ondition or onditions, and provide both the existing and proposed condition(s). 2. escribe any potential impacts to public health, safety, or welfare that could result from granting the amendment. escribe how the amendment affects the required findings as approved.

4 ugust, 2 Washoe ounty ommunity Services epartment Water Resources ranch 93 Energy Way Reno, NV Tel: Fax: Roger Pelham, MP ommunity Services epartment, Planning & evelopment ivision E. Ninth Street Reno NV, 892 Subject: South Truckee Meadows Water Reclamation Facility mendment of onditions Mr. Pelham, The Washoe ounty ommunity Services epartment would like to amend the conditions of approval for the Special Use Permit ase Number S-. The following condition of approval has been modified: "a. The applicant shall demonstrate substantial conformance to the plans approved as part of this special use permit. The Planning and evelopment ivision shall determine compliance with this condition." The applicant has modified the originally approved site plan and building design and is providing an updated site plan and building design for public comment and review. The modifications include moving the digesters to the same location as the solids handling building combining the buildings into one building. No process or landscaping changes have been made. One change caused by the new building layout is the air exchange and HV equipment will now be placed on the rooftop of the building. rticle 2 Section.2.(d) of the Washoe ounty evelopment code states: ll mechanical equipment, tanks, ventilating fans or similar equipment, whether located on a roof or on the ground, shall be screened from view from adjoining properties and streets. Screens shall be integrated into the overall architectural style of the associated building and shall be measured from the highest point of the object being screened. The complete screening of this equipment from adjoining properties and streets is not feasible due to the elevation of lexander Lake Road. lso due to the size of the stacks, screens could not be reasonably provided. The ounty is requesting that screening be achieved through alternative methods. The new design has increased parapet walls along the rooftops to provide safety. Please reference the letter submitted by the architect and the design drawings for exact heights. These walls will also provide about 7% screening of the HV equipment. The ounty proposes painting the equipment an

5 Letter to: Roger Pelham, MP Subject: mendment of onditions ate: 8/6/ Page 2 approved neutral color to blend into the surrounding area. Renderings of the screening can be seen in the enclosed architectural drawings. The ounty suggests the addition of the following condition of approval for the screening to read: q. ll mechanical equipment, ventilation fans or similar equipment shall be painted a neutral color to blend into the surrounding area in order to minimize potential impacts to adjacent property and roads. The applicant shall submit for approval the specifications of any paint and its color to be approved by the Planning and evelopment ivision. Sincerely, Timothy Simpson, E.I. Engineering Services Technician cc: lan Jones, P.E., Senior Licensed Engineer Rick Warner, P.E., Senior Licensed Engineer

6 Hooft rchitecture LL La Veaga ourt Fax Sparks, NV ugust 2, 2 Mr. Roger Pelham, Senior Planner Washoe ounty Planning epartment E 9th St. Reno, NV 892 Re: South Truckee Meadows Water Reclamation Facility iosolids Facility Reference: Special Use Permit S - and ssessor s Parcel # 6-- ear Mr. Pellham, s you know I have been retained by H2MHIll to assist them in the rchitectural portion of the referenced project. Early on in the planning of this project, H2MHill submitted a special use permit and gained approval for two structures, a igester Facility and a ewatering Facility. uring the course of planning, our team determined that combining the facilities would be a logical and cost saving measure. The bi-product is a single facility with a slightly larger footprint and less overall height. Upon my review with you recently to discuss screening of mechanical units, you thought the single building design was different enough to require an amendment to the special use permit. One of the issues of concern was the requirement for screening of mechanical units per the ommunity evelopment ode, rticle 2, Landscaping, Section.2..d, which reads: Mechanical Equipment. ll mechanical equipment, tanks, ventilating fans or similar equipment, whether located on a roof or on the ground, shall be screened from view from adjoining properties and streets. Screens shall be integrated into the overall architectural style of the associated building and shall be measured from the highest point of the object being screened. It can be difficult to determine how to screen mechanical equipment and the material to be used. In my opinion, many times it is the simplest and most straight forward to raise the building parapet to accommodate screening. Other times screening materials seem to create a visually detrimental effect, which may be the case here. Following are a list of points to illustrate that in this case, partial screening may be more appropriate than screening to the full height of all the mechanical units.. Mechanical Units: The function of this facility requires a lot of large mechanical units for the size of the building, due to their primary function to mitigate odors and provide ventilation of the spaces. higher screen or parapet height can be a detriment to clearing foul air odors from the building, particularly from

7 Pelham Letter pg. 2 the high flue that releases odors. This large flue would be difficult to screen and is in fact a simple form similar to a chimney on a building. 2. Site orientation: The STMWRF site sits in between mountains to the west, north and the east. To the south is the northern limits of an industrial area which is approximately 3 feet away from this building. The road to the site approaches from the north and east and is much higher than the building site such that mechanical units will be visible regardless of the type or height of screening. From the east, view back to the site has the mountain as a backdrop. 3. Parapet Height: The three parts of the building all have parapet heights of -7 to - as proposed, which hides the majority of the mechanical units from view. If the parapets are raised to fully screen the mechanical units, the roof area would have 7 to 8 parapet walls and create a potential for heavy accumulation of drifting snow.. olor: The mechanical equipment will be painted the color of the light tan block. The colors of the building walls in the complex are very compatible with their surroundings and the backdrop of the mountains.. Screening: Parapet walls were chosen as the screening method to serve a dual purpose. Some of the mechanical units are within of the edge of the roof which requires a guard as protection to a height of 2 inches from the finish roof deck. n alternative method would be to omit the parapets, screen the mechanical units with a metal screen and provide a guard as mentioned above, which could be solid or a guard railing that meets code. The parapet method of screening offers the best overall solution. If metal screening was the solution, the tan metal mechanical units would have grown into larger tan boxes with more exposure than the current solution. mechanical screening material would need to be placed to not only accommodate the mechanical units, but also their working maintenance area. In conclusion, I believe the logic is correct to utilize the parapets as the screening method. I also believe that raising the parapet to a height of the top of the mechanical units would make them excessively tall and in my opinion would be visually less pleasing. This would be an added expense to the county that is unnecessary in my opinion. I appreciate your consideration of this special circumstance as it relates to mechanical screening. Feel free to contact me or Jerry ehn of H2MHill, ( ) if you have any questions. Respectfully, Robert. Hooft, I

8 EWTERING Y TRUK YS IGESTER Y NEW RIVEWY IOSOLIS UILING SHEET 7/3/2 9::6 M PLOT : of REUSE OF OUMENTS: NO. SGN HOOFT R R IS ONE INH ON ORIGINL RWING. JULY 2 WG 3--9 HOOFT REVISION PV THIS OUMENT, N THE IES N ESIGNS INORPORTE HEREIN, S N INSTRUMENT OF PROFESSIONL SERVIE, IS THE PROPERTY OF H2M HILL N IS NOT TO E USE, IN WHOLE OR IN PRT, FOR NY OTHER ET WITHOUT THE WRITTEN UTHORIZTION OF H2M HILL. RENO, NEV SOUTH TRUKEE MEOWS WTER RELMTION FILITY (STMWRF) IOSOLIS FILITIES ET Y c H2M HILL 23. LL RIGHTS RESERVE. PV 6% ESIGN - NOT FOR ONSTRUTION ENTRY GTE FUTURE IGESTER 22 IRPRK R REING, 96 (3) IGESTER EQUIPMENT WEST LIERTY ST, STE 2 RENO, NEV 89 (77) LOWER ROOM IOSOLIS FILITY erial FUTURE EVELOPMENT GENERL; ESIGN OFFIE: 3 RE OFFIE: 2 PROPOSE HOOFT RHITETURE LL 3376 L VEG OURT SPRKS, NEV 893 (77)

9 '-9" '- '-8" E THRU WLL SUPPER WITH OWNSPOUT TO SPLSH PN SEE ROOF PLN 3--9 L 9' - 6" 8" Top of onc / MU PV Y H2M HILL 23. LL RIGHTS RESERVE. c '- 6'- EN EN '- 6'- '-3" WLL WITH WITH EVEN NUMER OF 8" MOULES USE EITHER EN ONITION S REQUIRE TO MEET T ORNER OF OPPOSING WLL EN EN WLL WITH WITH O NUMER OF 8" MOULES USE EITHER EN ONITION OVE S REQUIRE TO MEET T ORNER OF OPPOSING WLL ORNER LOK ONITIONS XX6" RUNNING ON MU MEHNIL HEIGHTS NUMERS REFLET OVERLL VERGE HEIGHT OF MEHNIL EQUIPMENT (INLUING MOUNTING UR) OVE SINGLE PLY ROOFING SYSTEM WITH TPERE INSULTION 6 6 EN EN EN EN TYPIL THRU WLL SUPPER WITH OWNSPOUT TO SPLSH LOK SEE ROOF PLN Top of onc / MU Top of Roof eck THIS VIEW IS FOR REFERENE ONLY SEE OTHER RWINGS FOR SPEIFI INFORMTION 3-- '-7" VW VW ' - " 2' - " METL STIRS SEE STRUTURL HOLLOW METL OOR ESS OOR TO ROOF PREFINISHE METL OPING TYPIL XX6 SLUMP LOK TYPIL XX6 SMOOTH LOK TYPIL GUR TYPIL SEE STRUTURL METL RILINGS SEE STRUTURL METL STIRS SEE STRUTURL ONRETE WLL SEE STRUTURL Top of onc / MU Top of Roof eck ' - 3" 3 3 HOLLOW METL OORS N FRMES- PINTE METL RILING 2 VW VW NOT VISILE THIS VIEW J J J J J J 9 SEE MEHNIL PLNS FOR LL MEHNIL ROOF TOP EQUIPMENT 2' - " 2 8 J 8 OVERHE OILING OORS TYPIL S E 2' - " 2' - 3" 9' - 6" 2 8 PROPOSE SOUTH ELEVTION /8" = '-" NOTE: 2 ' - " VW ONRETE 6 ONRETE WLL SEE STRUTURL SEE ONRER LOK ONITIONS THIS SHEET FOR LYOUTS NOT SHOWN ON ELEVTIONS GLSS LOK T WLL EYON PREFINISHE METL OPING TYPIL XX6 SLUMP LOK TYPIL XX6 SMOOTH LOK TYPIL GLSS LOK TYPIL J J J J PROPOSE EST ELEVTION /8" = '-" SEE MTERIL NOTES ELOW ' - 9" ' - ' - 2" Top of onc / MU ' - 2" 6' - 8" 7' - " Top of Roof eck Top of Roof eck ' - 6" ' - " Top of onc / MU ' - " ' - 7' - " 6' - 8" Top of Roof eck OVERHE OILING OOR HOOFT RHITETURE LL 3376 L VEG OURT SPRKS, NEV 893 (77) ESIGN OFFIE: RE OFFIE: 22 IRPRK R REING, 96 (3) WEST LIERTY ST, STE 2 RENO, NEV 89 (77) SOUTH TRUKEE MEOWS WTER RELMTION FILITY (STMWRF) RHITETURL R IS ONE INH ON ORIGINL RWING. IOSOLIS FILITIES ET NO. REVISION RENO, NEV SGN R PV HOOFT HOOFT REUSE OF OUMENTS: THIS OUMENT, N THE IES N ESIGNS INORPORTE HEREIN, S N INSTRUMENT OF PROFESSIONL SERVIE, IS THE PROPERTY OF H2M HILL N IS NOT TO E USE, IN WHOLE OR IN PRT, FOR NY OTHER ET WITHOUT THE WRITTEN UTHORIZTION OF H2M HILL. IOSOLIS FILITY PROPOSE ELEVTIONS UGUST 2 WG 3-- SHEET 3 of 8 PLOT : 8/3/2 :7:2 PM 9% ESIGN - NOT FOR ONSTRUTION

10 2 3 6 EN EN PREFINISHE METL OPING TYPIL GUR TYPIL SEE STRUTURL ONRETE WLL SEE STRUTURL 8 2 L E Top of onc / MU Top of Roof eck ' - 6" HOLLOW METL OORS N FRMES- PINTE WLL WITH WITH EVEN NUMER OF 8" MOULES USE EITHER EN ONITION S REQUIRE TO MEET T ORNER OF OPPOSING WLL EN EN TYPIL THRU WLL SUPPER WITH OWNSPOUT TO SPLSH LOK SEE ROOF PLN F WLL WITH WITH O NUMER OF 8" MOULES USE EITHER EN ONITION OVE S REQUIRE TO MEET T ORNER OF OPPOSING WLL ORNER LOK ONITIONS XX6" RUNNING ON MU ORNER LOK ONITIONS = '-" EN EN EN EN ' - 8" 8" J J Top of onc / MU Top of Roof eck ' - 2 /32" ' - ' - 3/32" 3' - 6 /32" 6' - 8" 7' - " 3' - " VW VW VW 9' - 6" 8' - " 3--9 E 7' - " J 26' - " VW PREFINISHE METL OPING TYPIL GLSS LOK TYPIL XX6 SLUMP LOK TYPIL ' - " XX6 SMOOTH LOK TYPIL Top of onc / MU ' - 8" 7' - " ' - " Top of Roof eck ' - " ' - " J J J J ' - 9" N PROPOSE NORTH ELEVTION /8" = '-" NOTE: SEE ONRER LOK ONITIONS THIS SHEET FOR LYOUTS NOT SHOWN ON ELEVTIONS METL RILING SEE MTERIL NOTES ELOW 9' - 6" 2' - " J HOLLOW METL OOR ONRETE '-8" 2 W '- '-7" J Top of onc / MU Top of Roof eck TYPIL THRU WLL SUPPER WITH OWNSPOUT TO SPLSH LOK SEE ROOF PLN /8" = '-" MEHNIL HEIGHTS NUMERS REFLET OVERLL VERGE HEIGHT OF MEHNIL EQUIPMENT (INLUING MOUNTING UR) OVE SINGLE PLY ROOFING SYSTEM WITH TPERE INSULTION 2' - 3" 2' - " J VW VW 3'-9" THIS VIEW IS FOR REFERENE ONLY SEE OTHER RWINGS FOR SPEIFI INFORMTION PROPOSE WEST ELEVTION ' - " '-3" 6'- METL OPING TYPIL XX6 SLUMP LOK TYPIL XX6 SMOOTH LOK TYPIL GLSS LOK TYPIL Top of onc / MU Top of Roof eck '- '- HOOFT RHITETURE LL 3376 L VEG OURT SPRKS, NEV 893 (77) ESIGN OFFIE: RE OFFIE: 22 IRPRK R REING, 96 (3) WEST LIERTY ST, STE 2 RENO, NEV 89 (77) SOUTH TRUKEE MEOWS WTER RELMTION FILITY (STMWRF) RHITETURL PV Y R IS ONE INH ON ORIGINL RWING. H2M HILL 23. LL RIGHTS RESERVE. c IOSOLIS FILITIES ET NO. REVISION RENO, NEV SGN R PV HOOFT HOOFT REUSE OF OUMENTS: THIS OUMENT, N THE IES N ESIGNS INORPORTE HEREIN, S N INSTRUMENT OF PROFESSIONL SERVIE, IS THE PROPERTY OF H2M HILL N IS NOT TO E USE, IN WHOLE OR IN PRT, FOR NY OTHER ET WITHOUT THE WRITTEN UTHORIZTION OF H2M HILL. IOSOLIS FILITY PROPOSE ELEVTIONS UGUST 2 WG 3--2 SHEET 3 of 8 PLOT : 8/3/2 :7:27 PM 9% ESIGN - NOT FOR ONSTRUTION

11 MPPING PREPRE Y NORTH MERIN MPPING USING 2. PV 28. POINTS WERE TIE WITH GPS N RE N '83 GRI ORIGINLLY THEN SLE Y (TO GET TO GROUN). VERTIL TUM SE ON NV 88. Y NOTES: PHOTOGRMMETRI METHOS. OF PHOTO, MRH 2, EFFLUENT E R 8 X " X W "W S S HLORINE EXPORT ONTT PUMP SIN STTION ONTRTOR EXISTING PLNT ENTRNE N PROPOSE RIVEWY, X E L TO LEXNER LKE RO STGING RE N TEMPORRY ESIGN Y P 9 FILITIES H Y GRY N SSOITES LOWER HEMIL UILING UILING M OY L K E R O PUMP STTION UILING REVI SI ON ONTROL ONTRTOR STGING RE N TEMPORRY 6' R FILITIES SEONRY NO. W RO HEWORKS SREENING UILING EXISTING EFFLUENT PIPE 2 TRUK YS INFLUENT EWTERING PUMPS UILING RENO,NEV REUSE OF OUM ENTS: PN 6--6 WSHOE OUNTY GRVEL ESS 9' TO PROPERTY LINE SOUTH TRUKEE M EOW S 27' W TER RELM TI ON FI LI TY ( STM W RF) P 3 22 I RPRK R REI NG, 96 ( 3)2383 PUMP STTION ESI GN OFFI E: RS/WS W EST LI ERTY ST,STE 2 RENO,NEV 89 ( 77)32973 PVEMENT L F F E " 2 RE OFFI E: 8"W TER OXITION ITHES SGN LRIFIERS L F F E " 2 T HOW R FILTERS GTE I OSOLI S FI LI TI ES ET THI S OUM ENT,N THE I ES N ESI GNS I NORPORTE HEREI N,S N I NSTRUM ENT OF PROFESSI ONL SERVI E,I S THE PROPERTY OF H2M HI LL N I S NOT TO E USE,I N W HOLE OR I N PRT,FOR NY OTHER ET W I THOUT THE W RI TTEN UTHORI ZTI ON OF H2M HI LL. PROPERTY LINE, TYP PV c H2M HI LL 23. LL RI GHTS RESERVE. 2 I VI L 3 ETENTION PON TO PROPERTY LI NE 2' RE-LIGNE RINGE HNNEL P 2 PN 6-- WSHOE OUNTY PROPOSE IGESTER N R IS ONE INH ON ORIGINL RWING. =6' UGUST 2 WG SHEET - of 2 $PWURL pw://projectwise.ch2m.com:en/ocuments/&space;-&space;stmwrf&space;iosolids&space;management&space;project/esign/iosolids&space;facilities/i/lv/- FILENME:--2_.dgn PLOT :7/3/2 PLOT TIME: ::2 PM 9% ESI GN -NOT FOR ONSTRUTI ON OF FUTURE OVERLL SI TE PLN N SURVEY ONTROL LOTION W 3

12 3-2 H 8" WTER Y N =3' FILENME: --22_.dgn PLOT : 7/3/2 PLOT TIME: :6: PM IVIL SITE PLN T HOW R TRUK YS FF=. PVEMENT ' 6' 7' 2' LOTION OF FUTURE IGESTER OLE LINE LOW FLOW HNNEL (INFILTRTION TRENH) TYPE I P... UR N GUTTER GGREGTE SE (TYPE 2, LSS ) GGREGTE SE (TYPE 2, LSS ) 2' RE-LIGNE RINGE HNNEL ONSITE RUNOFF HNNEL, LSS RIPRP EMERGENY SPILLWY, LSS RIPRP ' WIE UR UT EWTERING UILING ETENTION PON TOP OF UT IGESTER EQUIPMENT ROOM FF=. P RIVEWY PRON (NO SIEWLK) ONRETE VLLEY GUTTER ' TOE OF FILL 2' NTILEVER SLIE GTE ' PEESTRIN GTE ' MOY 3' FOR ITIONL SITE PLN N GRING INFORMTION IN THIS RE SEE WG -3. TYPE I P UR N GUTTER TYPE I P MEIN UR W-7 W-. W-6. ESS RIVEWY, ONSTRUTE Y OTHERS RINGE ITH, ONSTRUTE Y OTHERS 2' NTILEVER SLIE GTE -7 ' PEESTRIN GTE -7 REMOVE EXISTING OULE SWING GTE XX" 8" W S R IS ONE INH ON ORIGINL RWING. UGUST 2 $PWURL pw://projectwise.ch2m.com:en/ocuments/&space;-&space;stmwrf&space;iosolids&space;management&space;project/esign/iosolids&space;facilities/i/lv/-2 WG SHEET of PROPOSE RE OFFIE: W EST LIERTY ST, STE 2 RENO, NEV 89 (77) ESIGN OFFIE: 22 IRPRK R REING, 96 (3) SOUTH TRUKEE MEOW S W TER RELMTION FILITY (STM W RF) IOSOLIS FILITIES ET RENO, NEV NO. SGN R REVISION PV Y PV 9% ESIGN - NOT FOR ONSTRUTION REUSE OF OUMENTS: THIS OUMENT, N THE IES N ESIGNS INORPORTE HEREIN, S N INSTRUMENT OF PROFESSIONL SERVIE, IS THE PROPERTY OF H2M HILL N IS NOT TO E USE, IN W HOLE OR IN PRT, FOR NY OTHER ET W ITHOUT THE W RITTEN UTHORIZTION OF H2M HILL. c H2M HILL 23. LL RIGHTS RESERVE.

13 $PWURL FILENME: --2_.dgn PLOT : 2\2\3 PLOT TIME: :: PM 2 3 REUSE OF OUMENTS: 2" EFFL 2" EFFL XX" W TER THIS OUMENT, N THE IES N ESIGNS INORPORTE HEREIN, S N INSTRUMENT OF PROFESSIONL SERVIE, IS THE PROPERTY OF XX"WS c H2M HILL 23. LL RIGHTS RESERVE WG R IS ONE INH ON ORIGINL RWING. SHEET 2 of 9 REST OF M FERURY 2 W RE OFFIE: W EST LIERTY ST, STE 2 RENO, NEV 89 (77) W ESIGN OFFIE: 22 IRPRK R REING, 96 (3) SOUTH TRUKEE MEOW S W TER RELMTION FILITY (STM W RF) IOSOLIS FILITIES ET RENO, NEV NO. SGN R REVISION H2M HILL N IS NOT TO E USE, IN W HOLE OR IN PRT, FOR NY OTHER ET WITHOUT THE W RITTEN UTHORIZTION OF H2M HILL. H Y - N P =6 IVIL OVERLL SITE PLN OXITION ITHES SEONRY LRIFIERS P 3 T HOW R HEMIL UILING FILTERS PN 6--6 WSHOE OUNTY TO LEXNER LKE RO PN 6-- WSHOE OUNTY P 9 ONTROL UILING LOWER UILING PUMP STTION RS/WS PUMP STTION EFFLUENT HLORINE ONTT SIN EXPORT PUMP STTION 3% FE OF M 3% ESIGN - NOT FOR ONSTRUTION ONNET TO EXISTING FENE 336 TO PROPERTY LINE EXISTING EFFLUENT PIPE EXISTING PON 68 FENE, TYP - TRUK Y EXISTING RINGE ITH 278 SREENING UILING 9 TO PROPERTY LINE 7 ONNET TO EXISTING FENE GRVEL SURFING, TYP IGESTER EQUIPMENT UILING K SILV LEXNER LKE RO PROPOSE RIVEWY, ESIGN Y GRY N SSOITES GTE, EWTERING UILING SITE ENTRNE OOR ONTROL STK UR N GUTTER, TYP VLLEY GUTTER ONNET TO EXISTING FENE 86.28, S893 "E , N9 9"E 8.7, N9 9"E PV PROPERTY LINE, TYP EXISTING PLNT ENTRNE ONNET TO EXISTING FENE INFLUENT PUMPS 86.9, N "E 6% % IGESTER, OVERE PVEMENT OOR ONTROL IOFILTER (FUTURE) Y GROUN). VERTIL TUM SE ON NV 88. PV NOTE: THIS SITE PLN IS IN OMPLINE WITH LL PPLILE PROVISIONS OF THE WSHOE OUNTY EVELOPMENT OE. THE RIVEWY ESIGN N SSOITE ROSS SETIONS N ETILS TO E PROVIE Y OTHERS. MPPING PREPRE Y NORTH MERIN MPPING USING PHOTOGRMMETRI METHOS. OF PHOTO, MRH 2, 28. POINTS WERE TIE WITH GPS N RE N 83 GRI ORIGINLLY THEN SLE Y (TO GET TO HEWORKS PPROVE

14 $PWURL FILENME: --2_.dgn PLOT : 2\2\3 PLOT TIME: ::28 M REUSE OF OUMENTS: XX" W S THIS OUMENT, N THE IES N ESIGNS INORPORTE HEREIN, S N INSTRUMENT OF PROFESSIONL SERVIE, IS THE PROPERTY OF 2" EFFL 2" EFFL c H2M HILL 23. LL RIGHTS RESERVE WG R IS ONE INH ON ORIGINL RWING. SHEET FERURY 2 3 of 9 < "S 8 2 < "S RE OFFIE: W EST LIERTY ST, STE 2 RENO, NEV 89 (77) ESIGN OFFIE: 22 IRPRK R REING, 96 (3) SOUTH TRUKEE MEOW S W TER RELMTION FILITY (STM W RF) IOSOLIS FILITIES ET RENO, NEV NO. SGN R REVISION H2M HILL N IS NOT TO E USE, IN W HOLE OR IN PRT, FOR NY OTHER ET WITHOUT THE W RITTEN UTHORIZTION OF H2M HILL. 2"S> W N 3 = IVIL 3% ESIGN - NOT FOR ONSTRUTION STORM RIN TO HEW ORKS GRING PLN.. MH OOR ONTROL IOFILTER (FUTURE) TOP OF UT, TYP : UT SLOPES, TYP TRUK YS FF=39 EWTERING UILING FF=39 IRETION OF FLOW IN STORM RIN, TYP T HOW R 39 IGESTER EQUIPMENT UILING FF= -2-3 MOY 39 IGESTER MH-2 IGESTER TOE OF FILL, TYP : FILL SLOPES, TYP MH- - GTE, SITE ENTRNE PROPOSE RIVEWY, ESIGN Y GRY N SSOITES PROPOSE STORM RIN FOR RIVEWY, ESIGN Y GRY N SSOITES PPROVE PV 39. Y TO LEXNER LKE RO PV

15 2 3 6 c H2M HILL 23. LL RIGHTS RESERVE. OOR ONTROL STK Top of Wall 2 (8.67) ' - 8" Top of Wall 2 (8.67) ' - 8" EQUIPMENT ESS OPENING OVERS Top of Wall (68.33) 28' - " Y Top of Wall (68.33) 28' - " FOUL IR FNS /8" = '-" /8" = '-" SEE MTERIL NOTES T EST ELEVTION (.) " ELEVTIONS FOUL IR FNS /8" = '-" RHITETURL (7.) 7' - " HOOFT RHITETURE LL 3376 L VEG OURT SPRKS, NEV 893 (77) (7.) 7' - " SOUTH ELEVTION RENO, NEV SOUTH TRUKEE MEOWS WTER RELMTION FILITY (STMWRF) IOSOLIS FILITIES ET Top of Wall (68.33) 28' - " Low Roof (6.33) 2' - " REUSE OF OUMENTS: XX6 SMOOTH LOK TYPIL GLSS LOK TYPIL Top of Wall (68.33) 28' - " 22 IRPRK R REING, 96 (3) METL OPING TYPIL XX6 SLUMP LOK TYPIL High Roof (77.67) 37' - 8" WEST LIERTY ST, STE 2 RENO, NEV 89 (77) Top of Wall 2 (8.67) ' - 8" ESIGN OFFIE: Top of Wall 2 (8.67) ' - 8" RE OFFIE: NO. SGN SEE MTERIL NOTES T EST ELEVTION (.) " HOLLOW METL OOR EST ELEVTION OILING OVERHE OOR /8" = '-" R IS ONE INH ON ORIGINL RWING. SEE MTERIL NOTES T EST ELEVTION PPROVE FERURY 2 WG - SHEET of 9 3% ESIGN - NOT FOR ONSTRUTION NORTH ELEVTION R WEST ELEVTION INLINE FN (.) " HOOFT " (.) HOOFT (7.) 7' - " REVISION (7.) 7' - " PV Low Roof (6.33) 2' - " THIS OUMENT, N THE IES N ESIGNS INORPORTE HEREIN, S N INSTRUMENT OF PROFESSIONL SERVIE, IS THE PROPERTY OF H2M HILL N IS NOT TO E USE, IN WHOLE OR IN PRT, FOR NY OTHER ET WITHOUT THE WRITTEN UTHORIZTION OF H2M HILL. PV High Roof (77.67) 37' - 8" 2/2/2 7:7:3 PM PLOT :