dr-spr-dap-trv18-07 hearing notice part 1 · 12/18/2018 · k c t s e e vicinity map 1881 wiltsey...

HEARING NOTICE LAND USE REQUEST AFFECTING THIS AREA

Audiencia Pública

Si necesita ayuda para comprender esta informacion, por favor llame 503-588-6173

CASE NUMBER: Class 3 Design Review / Class 3 Site Plan Review / Class 2 Driveway Approach Permit / Tree Regulation Variance Case No.DR-SPR-DAP-TRV18-07

AMANDA APPLICATION NO: 18-120445-DR; 18-120446-RP; 18-120447-ZO, 18-122732-NR HEARING INFORMATION:

Salem Planning Commission, Tuesday, December 18, 2018, 6:00 P.M., Council Chambers, Room 240, Civic Center

PROPERTY LOCATION: 1881 Wiltsey Road SE, Salem, OR 97306 OWNER(S): Elling Properties, LLC (Clifford W. Elling, Jennifer J. Omner, Patricia Z.

Elling Trust, Kay C. Elling Trust)

APPLICANT / AGENT(S): Dave Montagne for Montagne Development Inc. DESCRIPTION OF

REQUEST: SUMMARY: Proposed development of a new 111-unit apartment complex. REQUEST: A Class 3 Design Review and Class 3 Site Plan Review application for development of a new 111-unit apartment complex, with a Class 2 Driveway Approach permit for new driveway approaches on Wiltsey Road SE and Candy Flower Court SE, and a Tree Regulation Variance request to remove Oregon white oaks ranging in size from 24 inches to 40 inches in diameter, for property approximately 6.5 acres in size, zoned RM-I and RM-II (Multi-Family Residential), and located at 1881 Wiltsey Road SE - 97306 (Marion County Assessor s Map and Tax Lot numbers: 083W14D / 01100 and 01101).

CRITERIA TO BE

CONSIDERED: CLASS 2 OR 3 DESIGN REVIEW Pursuant to SRC 225.005(e)(2), a Class 2 or Class 3 Design Review shall be approved if all of the applicable design review guidelines are met. CLASS 3 SITE PLAN REVIEW Pursuant to SRC 220.005(f)(3), an application for a CLASS 3 SITE PLAN REVIEW shall be granted if: (A) The application meets all applicable standards of the UDC; (B) The transportation system provides for the safe, orderly, and efficient

circulation of traffic into and out of the proposed development, and negative impacts to the transportation system are mitigated adequately;

(C) Parking areas and driveways are designed to facilitate safe and efficient movement of vehicles, bicycles, and pedestrians; and

(D) The proposed development will be adequately served with City water, sewer, stormwater facilities, and other utilities appropriate to the nature of the development.

CLASS 2 DRIVEWAY APPROACH PERMIT Pursuant SRC 804.025(d), a Class 2 Driveway Approach Permit shall be granted if: (1) The proposed driveway approach meets the standards of this

Chapter and the Public Works Design Standards; (2) No site conditions prevent placing the driveway approach in the

required location; (3) The number of driveway approaches onto an arterial are

minimized; (4) The proposed driveway approach, where possible: (A) Is shared with an adjacent property; or (B) Takes access from the lowest classification of street abutting

the property; (5) The proposed driveway approach meets vision clearance

standards; (6) The proposed driveway approach does not create traffic hazards

and provides for safe turning movements and access; (7) The proposed driveway approach does not result in significant

adverse impacts to the vicinity; (8) The proposed driveway approach minimizes impact to the

functionality of adjacent streets and intersections; and (9) The proposed driveway approach balances the adverse impacts to

residentially zoned property and the functionality of adjacent streets.

TREE REGULATION VARIANCE Pursuant to SRC Chapter 808.045, a Tree Variance shall be granted if either of the following criteria is met: (1) Hardship. (A) There are special conditions that apply to the property which

create unreasonable hardships or practical difficulties which can be most effectively relieved by a variance; and

(B) The proposed variance is the minimum necessary to allow the otherwise lawful proposed development or activity; or

(2) Economical Use. (A) Without the variance, the applicant would suffer a reduction in the

fair market value of the applicant’s property, or otherwise suffer an unconstitutional taking of the applicant’s property;

(B) The proposed variance is the minimum necessary to prevent a reduction in the fair market value of the applicant’s property or otherwise avoid a taking of property; and

(C)The proposed variance is consistent with all other applicable local, state, and federal laws.

HOW TO PROVIDE

TESTIMONY:

Any person wishing to speak either for or against the proposed request may do so in person or by representative at the Public Hearing. Written comments may also be submitted at the Public Hearing. Include case number with the written comments. Prior to the Public Hearing, written comments may be filed with the Salem Planning Division, Community Development Department, 555 Liberty Street SE, Room 305, Salem, Oregon 97301. Only those participating at the hearing, in person or by submission of written testimony, have the right to appeal the decision.

HEARING PROCEDURE: The hearing will be conducted with the staff presentation first, followed by the applicant’s case, neighborhood organization comments, testimony of persons in favor or opposition, and rebuttal by the applicant, if necessary. The applicant has the burden of proof to show that the approval criteria can be satisfied by the facts. Opponents may rebut the applicant’s testimony by showing alternative facts or by showing that the evidence submitted does not satisfy the approval criteria. Any participant may request an opportunity to present additional evidence or testimony regarding the application. A ruling will then be made to either continue the Public Hearing to another date or leave the record open to receive additional written testimony. Failure to raise an issue in person or by letter prior to the close of the Public Hearing with sufficient specificity to provide the opportunity to respond to the issue, precludes appeal to the Land Use Board of Appeals (LUBA) on this issue. A similar failure to raise constitutional issues relating to proposed conditions of approval precludes an action for damages in circuit court. Following the close of the Public Hearing a decision will be issued and mailed to the applicant, property owner, affected neighborhood association, anyone who participated in the hearing, either in person or in writing, and anyone who requested to receive notice of the decision.

CASE MANAGER:

Aaron Panko, Planner III, City of Salem Planning Division, 555 Liberty Street SE, Room 305, Salem, Oregon 97301. Telephone: 503-540-2356; E-mail: [email protected]

NEIGHBORHOOD

ORGANIZATION:

South Gateway Neighborhood Association, Glenn Baly, Land Use Chair; Phone: (503) 588-6924; Email: [email protected].

DOCUMENTATION

AND STAFF REPORT: Copies of the application, all documents and evidence submitted by the applicant are available for inspection at no cost at the Planning Division office, City Hall, 555 Liberty Street SE, Room 305, during regular business hours. Copies can be obtained at a reasonable cost. The Staff Report will be available seven (7) days prior to the hearing, and will thereafter be posted on the Community Development website: www.cityofsalem.net/notices

ACCESS: The Americans with Disabilities Act (ADA) accommodations will be provided on request.

NOTICE MAILING DATE: November 28, 2018

PLEASE PROMPTLY FORWARD A COPY OF THIS NOTICE TO ANY OTHER OWNER, TENANT OR LESSEE. For more information about Planning in Salem:

http://www.cityofsalem.net/planning

It is the City of Salem’s policy to assure that no person shall be discriminated against on the grounds of race, religion, co lor, sex, marital

status, familial status, national origin, age, mental or physical disability, sexual orientation, gender identity and source of income, as provided

by Salem Revised Code Chapter 97. The City of Salem also fully complies with Title VI of the Civil Rights Act of 1964, and related statutes and

regulations, in all programs and activities. Disability-related modification or accommodation, including auxiliary aids or services, in order to

participate in this meeting or event, are available upon request. Sign language and interpreters for languages other than English are also

available upon request. To request such an accommodation or interpretation, contact the Community Development Department at 503-588-

6173 at least three business days before this meeting or event. TTD/TTY telephone 503-588-6439 is also available 24/7

mailto:[email protected]:[email protected]://www.cityofsalem.net/noticeshttp://www.cityofsalem.net/planning

Community Development Dept.

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Vicinity Map1881 Wiltsey Road SE

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This product is provided as is, without warranty. In noevent is the City of Salem liable for damages from theuse of this product. This product is subject to licenseand copyright limitations and further distribution orresale is prohibited.

Historic District

Legend

Urban Growth Boundary

Taxlots Outside Salem City Limits

City Limits

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SDR1 COVER SHEET

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ELLING APARTMENT COMPLEXSEC. 14, T. 8 S., R. 3 W., W.M.

CITY OF SALEM MARION COUNTY, OREGON

SITE

Owner / Developer:MONTAGNE DEVELOPMENT INC.P.O. BOX 3308SALEM, OREGON 97302

EXPIRES: 06-30-2019

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AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS




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111 TOTAL APARTMENTS UNITS

48 TYPE "A" 2-Bd, 2-Ba (963 S.F.) UNITS

39 TYPE "B" 2-Bd, 2-Ba (1029 S.F.) UNITS

24 TYPE "C" 1-Bd, 1-Ba (728 S.F.) UNITS

198 TOTAL PARKING STALLS

147 STANDARD STALLS

44 COMPACT STALLS

7 HANDICAP STALLS

12 TOTAL BICYCLE SPACES (11 REQUIRED)

(2) BIKE RACKS

1 RECREATION BLD. / MANAGER'S OFFICE

1 TRASH COMPACTOR / RECYCLE

2 PLAY /RECREATION AREAS

1 U.S. MAIL BOX AREA

THE INDICATED LOWER FLOOR UNITS IN BUILDINGS

3,4 & 7 ARE TO BE TYPE A UNITS IN ACCORDANCE WITH

THE 2014 OSSC SEC. 1107.6.2.1.1 (NOTED ON FLOOR

PLANS). ALL OTHER LOWER FLOOR UNITS TO BE TYPE B

UNITS IN ACCORDANCE WITH THE 2014 OSSC SEC.

1107.6.2.1.2

J:\6700-6799\6732-EllingApts\Dwg v18\6732p.dwg, SDR3-SITE, 11/5/2018 2:09:10 PM, GDettwyler

AutoCAD SHX Text(12) TYPE "C" UNITS

AutoCAD SHX Text(3) TYPE "B" UNITS





















AutoCAD SHX TextRECREATION BLD.

AutoCAD SHX Text11 STANDARD

AutoCAD SHX Text1 STAND

AutoCAD SHX Text1 H-CAP









AutoCAD SHX Text2 COMP


AutoCAD SHX Text11 COMPACT















AutoCAD SHX Text6' CONC. SIDEWALK

AutoCAD SHX TextCROSSWALK












AutoCAD SHX TextP

AutoCAD SHX TextP









AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX TextD

AutoCAD SHX TextD














AutoCAD SHX TextEX.


AutoCAD SHX TextEX.


AutoCAD SHX TextEX.






















AutoCAD SHX TextS

AutoCAD SHX TextS






AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS










AutoCAD SHX TextW




AutoCAD SHX Text1





AutoCAD SHX Text(6) TYPE "A" UNITS














AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD



AutoCAD SHX TextS

AutoCAD SHX TextS



AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextPROPOSED 8" RETAINING WALL


AutoCAD SHX TextP







AutoCAD SHX Text1

AutoCAD SHX Text1




AutoCAD SHX Text(12) TYPE "C" UNITS






AutoCAD SHX Text3.82 ACRES












AutoCAD SHX TextPROP. 8" RETAINING WALL


AutoCAD SHX Text%%uSIDE

AutoCAD SHX TextGALVANIZED

AutoCAD SHX TextPOST TYP.

AutoCAD SHX Text%%uTRASH COMPACTOR & RECYCLE ENCLOSURE

AutoCAD SHX Text-NTS-

AutoCAD SHX Text%%uTOP

AutoCAD SHX Text6'

AutoCAD SHX Text6'

AutoCAD SHX Text3.5'

AutoCAD SHX Text24'

AutoCAD SHX Text25'

AutoCAD SHX TextTRASH COMPACTOR

AutoCAD SHX Text5'-6" SQ.

AutoCAD SHX Text4 YARD BOX

AutoCAD SHX Text3' SQ.


AutoCAD SHX TextCART










AutoCAD SHX Text%%uFRONT


AutoCAD SHX Text8x8x16 CMU BLOCK TYP.

AutoCAD SHX Text8x8x16 CMU BLOCK TYP.

AutoCAD SHX Text8'x6' METAL GATE W/ LAP SIDING

AutoCAD SHX TextCONC. SLAB, IF NOT IN PAVED AREA

AutoCAD SHX Text5'

AutoCAD SHX Text10' ROOF

AutoCAD SHX TextNOTE: EXTEND ROOF FROM GARAGE OVER 10' OF TRASH.

AutoCAD SHX Text1

AutoCAD SHX Text- WALL PACK LIGHTS MOUNTED ON BUILDINGS - POLE LIGHT MAXIMUM 14' TALL - POST LIGHT MAXIMUM 5' TALL - LOCATION OF ELECTRICAL SEPARATION WALL - MAXIMUM 1:12 SLOPE ON SIDEWALK END RAMPS - 6 BICYCLE SPACES PER RACK

AutoCAD SHX TextP

AutoCAD SHX Text1.





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MULTI-FAMILY

SITE TOTALS:

TOTAL AREA 281,174 S.F. (6.45 AC.)

---

LANDSCAPE AREA (PERVIOUS AREA) 132,092 S.F. (45.75%)

LANDSCAPE W/IN PERIMETER SETBACKS 31,675 S.F.

LANDSCAPE W/IN PARKING 10,343 S.F.

---

IMPERVIOUS AREA 141,417 S.F. (50.30%)

PARKING & DRIVEWAY 82,397 S.F.

SIDEWALK 16,810 S.F.

BUILDINGS 41,218 S.F.

LANDSCAPE AREA

PAVED AREA

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AutoCAD SHX TextEX.


AutoCAD SHX TextEX.



























AutoCAD SHX Text1.





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NOTE:

STORM WATER TREATMENT

FACILITY SHALL UTILIZE PWDS

APPENDIX 004-E(4)(b) TO MEET

THE REQUIREMENT FOR GSI.

J:\6700-6799\6732-EllingApts\Dwg v18\6732p.dwg, SDR5-GRD, 11/5/2018 2:09:13 PM, GDettwyler





















AutoCAD SHX TextD

AutoCAD SHX TextD




AutoCAD SHX TextEX. O.H. POWER LINES











AutoCAD SHX TextEX.


AutoCAD SHX TextEX.


AutoCAD SHX TextEX.






















AutoCAD SHX TextS

AutoCAD SHX TextS





AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextEX. SDMH RIM 447.00 INV. 441.90 NE INV. 441.75 SE INV. 441.65 SW

AutoCAD SHX TextEX. C.B. RIM 448.53 INV. 444.23 NW

AutoCAD SHX TextEX. C.B. RIM 448.62 INV. 444.07 SW

AutoCAD SHX TextEX. SDMH RIM 412.66 INV. 409.66 S INV. 409.46 N INV. 408.51 E INV. 408.46 W

AutoCAD SHX TextEX. C.B. RIM 413.16 INV. 410.31 N

AutoCAD SHX TextEX. C.B. RIM 412.78 INV. 409.68 S

AutoCAD SHX TextEX. SDMH RIM 424.24 INV. 416.24 S INV. 415.94 W


AutoCAD SHX TextEX. C.B.C.O. RIM 430.68 INV. 426.18 S INV. 426.13 N INV. 426.08 W

AutoCAD SHX TextEX. C.B. RIM 430.23 INV. 427.45 W

AutoCAD SHX TextEX. C.B. RIM 429.21 INV. 427.01 E INV. 426.96 S


AutoCAD SHX TextEX. SDMH RIM 430.96 INV. 428.81 E INV. 428.81 S INV. 428.76 W

AutoCAD SHX TextEX. SDMH RIM 429.61 INV. 427.76 N INV. 427.71 S

AutoCAD SHX TextEX. S.D.M.H. RIM 434.84 INV. 432.64 NE INV. 432.59 W


AutoCAD SHX TextEX. S.D.M.H. RIM 437.10 INV. 432.20 S INV. 432.15 N








AutoCAD SHX TextEX. T3CB RIM 422.41 TOP RIM 420.89 BTM INV. 417.85 SE








AutoCAD SHX TextW



AutoCAD SHX TextEX. T3CB RIM 425.17 TOP RIM 423.75 BTM INV. 422.67 SW

AutoCAD SHX TextEX. T3CB RIM 417.83 TOP RIM 416.46 BTM INV. 416.60 NW

AutoCAD SHX TextEX. T3CB RIM 427.13 TOP RIM 425.73 BTM INV. 422.96 NE





AutoCAD SHX TextFF 440.00























AutoCAD SHX Text4" PVC R.D.

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextPROP. 12" PVC STORM DRAIN

AutoCAD SHX TextPROPOSED 12" PVC STORM DRAIN

AutoCAD SHX Text4" PVC ROOF DRAIN




AutoCAD SHX Text6" R.D.









AutoCAD SHX Text4" PVC RF DRN




























AutoCAD SHX TextD

AutoCAD SHX TextD




AutoCAD SHX TextS

AutoCAD SHX TextS



AutoCAD SHX TextL = 20'

AutoCAD SHX TextPROP. WATER QUALITY SWALE MFG 420.00 WS 420.50

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS


AutoCAD SHX TextL = 96' S = 0.40%%%

AutoCAD SHX TextPROP. C.B. RIM 430.75 INV. 426.28




AutoCAD SHX TextL=21' S=0.4%%%

AutoCAD SHX TextPROP. SDMH RIM 433.50 INV. 425.61







AutoCAD SHX TextPROP. 10" PVC STM DRN


AutoCAD SHX TextPROP. INLET INV. 421.00

AutoCAD SHX TextBEEHIVE OVERFLOW RIM 420.50

AutoCAD SHX TextPROP. 4" PERF. MEDIA DRAIN

AutoCAD SHX TextPROP. OUTLET INV. 417.00


AutoCAD SHX TextPROPOSDE 10" PVC STORM DRAIN


AutoCAD SHX TextD

AutoCAD SHX TextD





















AutoCAD SHX TextS = 0.40%%%
































AutoCAD SHX Text1.





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EXPIRES: 06-30-2019

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AutoCAD SHX TextEXIST. 10' STORM DRAIN EASEMENT

AutoCAD SHX TextEXIST. 30' SANITARY SEWER EASEMENT

















AutoCAD SHX TextEXIST. 6' CHAIN-LINK FENCE

AutoCAD SHX TextEXIST. 6' CHAIN-LINK FENCE

AutoCAD SHX TextEXIST. ROCK WALL

AutoCAD SHX TextEXIST. ROCK WALL



AutoCAD SHX TextEXIST.


AutoCAD SHX TextEXIST.




AutoCAD SHX TextEXIST. 10" STORM DRAIN








AutoCAD SHX TextEXIST. 10" PVC STORM DRAIN


AutoCAD SHX TextEXIST. 16" CONC. STM. DRN.

AutoCAD SHX TextEXIST. 12" PVC STORM DRAIN





AutoCAD SHX TextEXIST. 18" STM DRN


AutoCAD SHX TextS

AutoCAD SHX TextS





AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextEXIST. SDMH RIM 447.00 INV. 441.90 NE INV. 441.75 SE INV. 441.65 SW

AutoCAD SHX TextEXIST. C.B. RIM 448.53 INV. 444.23 NW

AutoCAD SHX TextEXIST. C.B. RIM 448.62 INV. 444.07 SW

AutoCAD SHX TextEXIST. SDMH RIM 412.66 INV. 409.66 S INV. 409.46 N INV. 408.51 E INV. 408.46 W

AutoCAD SHX TextEXIST. C.B. RIM 413.16 INV. 410.31 N

AutoCAD SHX TextEXIST. C.B. RIM 412.78 INV. 409.68 S

AutoCAD SHX TextEXIST. SDMH RIM 424.24 INV. 416.24 S INV. 415.94 W

AutoCAD SHX TextEXIST. SDMH RIM 423.86 INV. 415.86 E INV. 415.71 S INV. 415.46 N

AutoCAD SHX TextEXIST. C.B.C.O. RIM 430.68 INV. 426.18 S INV. 426.13 N INV. 426.08 W

AutoCAD SHX TextEXIST. C.B. RIM 430.23 INV. 427.45 W

AutoCAD SHX TextEXIST. C.B. RIM 429.21 INV. 427.01 E INV. 426.96 S

AutoCAD SHX TextEXIST. CURB

AutoCAD SHX TextEXIST. SDMH RIM 430.96 INV. 428.81 E INV. 428.81 S INV. 428.76 W

AutoCAD SHX TextEXIST. SDMH RIM 429.61 INV. 427.76 N INV. 427.71 S

AutoCAD SHX TextEXIST. S.D.M.H. RIM 434.84 INV. 432.64 NE INV. 432.59 W

AutoCAD SHX TextEXIST. SDMH RIM 435.12 INV. 430.62 E INV. 430.62 S INV. 430.47 N

AutoCAD SHX TextEXIST. S.D.M.H. RIM 437.10 INV. 432.20 S INV. 432.15 N

AutoCAD SHX TextEXIST. SSMH RIM 430.224 INV. 423.92 S INV. 423.74 N

AutoCAD SHX TextEXIST. 8" PVC SAN. SEWER

AutoCAD SHX TextEXIST. 8" PVC SAN. SEWER

AutoCAD SHX TextEXIST. SSMH RIM 417.95 INV. 409.15 E INV. 409.05 W




AutoCAD SHX TextEXIST. T3CB RIM 422.41 TOP RIM 420.89 BTM INV. 417.85 SE








AutoCAD SHX TextW


AutoCAD SHX TextEXIST. OUTLET INV. 416.51 SW

AutoCAD SHX TextEXIST. T3CB RIM 425.17 TOP RIM 423.75 BTM INV. 422.67 SW

AutoCAD SHX TextEXIST. T3CB RIM 417.83 TOP RIM 416.46 BTM INV. 416.60 NW

AutoCAD SHX TextEXIST. T3CB RIM 427.13 TOP RIM 425.73 BTM INV. 422.96 NE

AutoCAD SHX TextEXIST. OUTLET INV. 427.98 SW

AutoCAD SHX TextGRASSCRETE

AutoCAD SHX Text30'x60' PICKBALL

































AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD














































AutoCAD SHX TextD

AutoCAD SHX TextD




AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextEXIST. 8" CONC. SAN. SEWER

AutoCAD SHX TextEXIST. 8" CONC. SAN. SEWER

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS








AutoCAD SHX TextPROP. SDMH RIM 433.50 INV. 425.61













AutoCAD SHX TextBEEHIVE OVERFLOW RIM 420.50

AutoCAD SHX TextPROP. 4" PERF. MEDIA DRAIN

AutoCAD SHX TextPROP. WATER QUALITY SWALE MFG 420.00 WS 420.50

AutoCAD SHX TextPROP. OUTLET INV. 417.00

AutoCAD SHX TextPROPOSDE 10" PVC STORM DRAIN


AutoCAD SHX TextD

AutoCAD SHX TextD





















AutoCAD SHX TextL = 20'

AutoCAD SHX TextS = 0.40%%%













AutoCAD SHX TextEXIST. 60" OAK


JOB #

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0'1 INCH

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AutoCAD SHX TextD

AutoCAD SHX TextD







AutoCAD SHX TextEX.


AutoCAD SHX TextEX.






















AutoCAD SHX TextS

AutoCAD SHX TextS





AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS
















AutoCAD SHX TextW



























AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD



AutoCAD SHX TextD

AutoCAD SHX TextD




AutoCAD SHX TextS

AutoCAD SHX TextS



AutoCAD SHX Text8"DC

AutoCAD SHX TextC

AutoCAD SHX TextD

AutoCAD SHX TextF

AutoCAD SHX Text3" DC

AutoCAD SHX Text3" WM

AutoCAD SHX Text8"DC

AutoCAD SHX TextPROP. 4" PVC WATER MAIN

AutoCAD SHX TextPROP. 8" WATER

AutoCAD SHX TextPROP. 4" WATER

AutoCAD SHX TextPROP. 4" PVC WATER MAIN

AutoCAD SHX TextPROP. 8" C-900 FIRE MAIN



AutoCAD SHX TextPROPOSED 3" PVC WATER MAIN

AutoCAD SHX TextPROP. 2" PVC WATER









AutoCAD SHX TextPROP 3" PVC WATER MAIN

AutoCAD SHX TextPROP. 8" PVC SANITARY SEWER

AutoCAD SHX TextS

AutoCAD SHX TextS




AutoCAD SHX TextPROPOSED 6" PVC SANITARY SEWER

AutoCAD SHX TextPROPOSED 4" PVC SANITARY SEWER


AutoCAD SHX TextPORP. 6" PVC SANITARY SEWER

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextPROP. 8" PVC SAN. SEWER

AutoCAD SHX TextPROP. 8" PVC SAN. SEWER



AutoCAD SHX TextINV 413.81


AutoCAD SHX Text8" PVC S.S.

AutoCAD SHX TextPORP. 6" PVC SANITARY SEWER

AutoCAD SHX TextPROP. 4" C-900 FIRE SERVICE

AutoCAD SHX TextPROP. 4" C-900 FIRE SERV.


AutoCAD SHX TextROPO. 4" C-900 FIRE SERVICE



















AutoCAD SHX TextPROP. 4" C-900 FIRE SERV.





SQUARE FOOTAGE:

MAIN FLOOR: 2697 SQ.FT.

2ND FLOOR: 0000 SQ.FT.

2ND FL. BONUS: 0 SQ.FT.

TOTAL FOOTAGE: 2697 SQ.FT.

GARAGE: 0000 SQ.FT.

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AutoCAD SHX TextREVISED

AutoCAD SHX TextADDED

AutoCAD SHX TextREVISED

AutoCAD SHX TextADDED

AutoCAD SHX Text/PLOT:

AutoCAD SHX TextChecked:

AutoCAD SHX TextDesign:

AutoCAD SHX TextDrawn:

AutoCAD SHX TextJOB #

AutoCAD SHX TextScale:

AutoCAD SHX TextDate:

AutoCAD SHX TextENGINEER.

AutoCAD SHX TextNO CHANGES, MODIFICATIONS OR

AutoCAD SHX TextREPRODUCTIONS TO BE MADE TO

AutoCAD SHX TextTHESE DRAWINGS WITHOUT WRITTEN

AutoCAD SHX TextAUTHORIZATION FROM THE DESIGN

AutoCAD SHX TextDIMENSIONS & NOTES TAKE

AutoCAD SHX TextPRECEDENCE OVER GRAPHICAL

AutoCAD SHX TextREPRESENTATION.

AutoCAD SHX TextTECH

AutoCAD SHX TextTECH

AutoCAD SHX TextMULTI

AutoCAD SHX TextMULTI

AutoCAD SHX TextELLING

AutoCAD SHX TextAPARTMENT COMPLEX

AutoCAD SHX TextFLOOR FRAMING

AutoCAD SHX TextPLAN

AutoCAD SHX Text6732

AutoCAD SHX TextA1.1

AutoCAD SHX TextREC-SDR

AutoCAD SHX Text1

AutoCAD SHX TextA1.1FLR

AutoCAD SHX TextP.L.M.

AutoCAD SHX TextG.I.D.

AutoCAD SHX TextM.D.G.

AutoCAD SHX TextJul-18

AutoCAD SHX TextAS SHOWN

AutoCAD SHX TextT.P.

AutoCAD SHX TextW.C.

AutoCAD SHX TextGRAB BAR

AutoCAD SHX TextMIRROR

AutoCAD SHX TextDRINKING FOUNTAIN

AutoCAD SHX TextEXIT

AutoCAD SHX Text5.5x12 G.L.B. HEADER

AutoCAD SHX Text12' CEILING

AutoCAD SHX TextSHOWER AREA

AutoCAD SHX TextENTRY

AutoCAD SHX TextFUTURE SIDE WALK

AutoCAD SHX TextKITCHEN AREA

AutoCAD SHX TextPATIO AREA

AutoCAD SHX TextCOVERED AREA

AutoCAD SHX Text4'-6" CANT. LINE



AutoCAD SHX Text2X6 @ 16" O.C.



AutoCAD SHX TextROCK FASADE

AutoCAD SHX TextH.B.

AutoCAD SHX TextH.B.


AutoCAD SHX TextA


AutoCAD SHX TextB

AutoCAD SHX TextDRAIN


AutoCAD SHX Text6x10 CONC. FLANGE HANGER

AutoCAD SHX Text5.5x12 GLB

AutoCAD SHX Text6x10 CONC. FLANGE HANGER


AutoCAD SHX TextBC6

AutoCAD SHX TextBC6


AutoCAD SHX TextWML

AutoCAD SHX TextCML

AutoCAD SHX TextCML

AutoCAD SHX TextM.S.

AutoCAD SHX TextM.S.

AutoCAD SHX TextWML

AutoCAD SHX TextCML

AutoCAD SHX TextL&F

AutoCAD SHX TextCML

AutoCAD SHX TextWML

AutoCAD SHX TextWML

AutoCAD SHX TextWML

AutoCAD SHX TextWML

AutoCAD SHX TextGFI

AutoCAD SHX TextGFI

AutoCAD SHX TextFRAMING PLAN

AutoCAD SHX Text1/4" = 1'-0"

AutoCAD SHX TextREFER

AutoCAD SHX TextCOVERED AREA

AutoCAD SHX Text4'-6" CANT. LINE



AutoCAD SHX Text5.5X12 GLB HEADER

AutoCAD SHX Text4X12 DF #2 HEADER




AutoCAD SHX TextHALLWAY


AutoCAD SHX TextREC CENTER

AutoCAD SHX TextUNI-SEX BATH

AutoCAD SHX TextUNI-SEX BATH

AutoCAD SHX Text4X6 DF POST FOR GIRDER


AutoCAD SHX TextEMERGENCY EGRESS LIGHTING





AutoCAD SHX TextDRAIN



AutoCAD SHX TextK10G

AutoCAD SHX TextF-2T CONTROL

AutoCAD SHX TextBENCH SEATING PER OWNER.

AutoCAD SHX TextAIR IN

AutoCAD SHX Text5'x3' SHOWER

AutoCAD SHX TextSTORAGE

AutoCAD SHX TextUPPER CABS

AutoCAD SHX TextLOWER CABS

AutoCAD SHX TextSINGLE BASIN SINK

AutoCAD SHX TextSHOWER HEAD W/ UNI VALVE ON/OFF

AutoCAD SHX TextSAUNA

AutoCAD SHX Text%%USHOWER ROOM

AutoCAD SHX Text%%UFOYER

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dr-spr-dap-trv18-07 hearing notice part 1 · 12/18/2018 · k c t s e e vicinity map 1881 wiltsey...

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