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2018/02/08 Planning Commission Resolution (2)PLANNING COMMISSION RESOLUTION NO. 2018-15 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK, CALIFORNIA, RECOMMENDING TO THE CITY COUNCIL THE APPROVAL OF A DEVELOPMENT AREA PLAN TO ALLOW A 218 - UNIT AFFORDABLE RENTAL HOUSING DEVELOPMENT ON PROPERTY LOCATED SOUTH OF KEISER AVENUE AND WITHIN THE UNIVERSITY DISTRICT SPECIFIC PLAN AREA (APN 159-550-007) WHEREAS, the applicant, Chris Grant, on behalf of Pacific West Communities, filed Planning Applications proposing a Development Area Plan for development of a 218 -unit affordable rental housing project on the property located south of Keiser Avenue and west of the future Griffin's Grove Park and within the University District Specific Plan Area —APN 159-550- 007 (the "Project"), in accordance with the City of Rohnert Park Municipal Code ("RPMC"); and WHEREAS, the Planning Commission reviewed the Consistency Analysis prepared for the Project; recommended approval by the City Council and has otherwise carried out all requirements for the Project pursuant to CEQA; and WHEREAS, pursuant to California State Law and the RPMC, public hearing notices were mailed to all property owners within an area exceeding a three hundred foot radius of the subject property and a public hearing was published for a minimum of 10 days prior to the first public hearing in the Community Voice; and WHEREAS, on February 8, 2018, the Planning Commission held a public hearing at which time interested persons had an opportunity to testify either in support or opposition to the proposal; and WHEREAS, the Planning Commission has reviewed and considered the information contained in Planning Application No. PLDP17-0003 for the proposed Development Area Plan for the property; and NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Rohnert Park makes the following findings, determinations and recommendations with respect to the proposed Development Area Plan for the property: Section 1. The above recitations are true and correct. Section 2. CEQA Finding. Pursuant to the California Environmental Quality Act (CEQA), the City of Rohnert Park, as the lead agency, conducted an environmental review of the University District Specific Plan Area, which includes the project site. The City prepared an Environmental Impact Report (EIR) to address the potentially significant adverse environmental impacts that may be associated with the planning, construction, and operation of the Project and to identify appropriate and feasible mitigation measures and alternatives that may be adopted to significantly reduce or avoid the impacts identified in the EIR. The City certified the Final EIR on May 23, 2006 and approved an Addendum to the Final EIR on April 8, 2014. A consistency analysis, incorporated herein by this reference, has been prepared as part of the environmental review of the proposed project. The consistency analysis concludes that the proposed Affordable Housing project is consistent with the 2006 UDSP EIR. Impacts associated with the project are consistent with those previously identified and analyzed in the 2006 EIR and implementation of applicable mitigation measures, as identified throughout this consistency analysis, would ensure that all project -related impacts remain less than significant, consistent with the 2006 EIR. Impacts that were significant and unavoidable in the 2006 EIR remain significant and unavoidable and were considered prior to adoption of the UDSP. To ensure the effective implementation and enforcement of applicable EIR mitigation measures, the project is being required to adhere to the MMRP for the 2006 EIR. Therefore, no further environmental review is required. Section 3. Findings for Approval of Development Area Plan. The Planning Commission, in recommending to the City Council approval of Planning Application No. PLDP 117-0003 hereby makes the following findings concerning the Development Area Plan findings in accordance with Rohnert Park Municipal Code Section 17.06.400: 1. The proposed development conforms to the applicable specific plan Criteria Satisfied. The University District Specific Plan identifies this site as the affordable housing component of the University District Specific Plan area, to be development with 218 affordable rental housing units. The project provides the additional details required of a Development Area Plan including site plan, landscape plan, open space areas, parking lot configuration, pedestrian access points, and vehicular access all of which are consistent with University District Specific Plan. In addition, the project includes detailed amenities that would be part of the Griffin's Grove Park development to compensate for the 10 -foot wide lot line adjustment between the two properties. With the implementation of Exhibit B (Conditions of Approval), this project qualifies for a parking exemption of 10% which is necessary for the development of the project consistent with the zoning ordinance parking requirements. 2. Public infrastructure and services can be provided concurrently with the development Criteria Satisfied. The developer will be required to participate in the Public Facilities Financing Plan, which will provide for necessary off-site public facilities, and shall be responsible for on-site facilities to meet the project's needs. The Development Agreement for the project sets forth the timing of the necessary facilities as they relate to the physical development of the site. Section 4. The Planning Commission does hereby recommend to the City Council approval of Application No. PLDP17-0003 for a Development Area Plan (Exhibit A) to a 218 - unit affordable rental housing development of property located south of Keiser Avenue and west of the future Griffin's Grove Park and within the University District Specific Plan Area (APN 159- 550-007), subject to the recommended conditions of approval in Exhibit B. DULY AND REGULARLY ADOPTED on this 8th day of February, 2018 by the City of Rohnert Park Planning Commission by the following vote: AYES: 's NOES: U ADAMS BLANQUIE7�4Z ABSENT: L) ABSTAIN: L) ,JVGIUDICE,�: �HAYDON,� Susan Adams, Chairperson, City of Rohnert Park P Attest: Susan AzeJedo, Recording Secretary Commission Exhibit A ROHNERT PARK UNIVERSITY DISTRICT AFFORDABLE HOUSING SOUTHEAST CORNER OF KEISER AVENUE AND NORTH KERRY ROAD WITHIN VAST OAK NORTH AT UNIVERSITY DISTRICT ROHNERT PARK, CALIFORNIA DAP SUBMITTAL PROJECT SHEET INDEX Sheet Number Sheet Name T1.1 COVER AND TITLE SHEET INDEX CIVIL Sheet Number Sheet Name C.1 OVERALL NEIGHBORHOOD PLAN C.2 NATURAL RESOURCES EXHIBIT C.3 SITE PLAN CA PARKING PLAN C.5 TRASH ENCLOSURE LOCATION PLAN C.6 OPEN SPACE PLAN C.7 TITLE SHEET C.8 GRADING PLAN C.9 UTILITY PLAN LANDSCAPE Sheet Number Sheet Name L-1.0 COVER SHEET L-1.1 PRELIMINARY OVERALL LANDSCAPE PLAN L-1.2 PRELIMINARY PLAY AREA ENLARGEMENT L-1.3 LANDSCAPE PLANS / IMAGERY L-1.4 PICNIC AREA DETAIL / IMAGERY ARCHITECTURAL Sheet Number Sheet Name A1.1 ARCHITECTURAL SITE PLAN A1.2 SITE DETAILS, PLANS, AND ELEVATIONS A2.1 UNIT PLANS A2.1A UNIT PLANS A2.1B LAUNDRY AND MAINTENANCE ROOM PLANS A2.2 BUILDING A COLORED ELEVATIONS A2.3 BUILDING B COLORED ELEVATIONS A2.3A 3D SITE PERSPECTIVES A2.4 COMMUNITY BUILDING COLOR ELEVATION A3.1 COMMUNITY BUILDING - FLOOR PLAN A3.2 COMMUNITY BUILDING - ELEVATIONS A3.4 COMMUNITY BUILDING - ROOF PLAN A4.1A BUILDING A - FIRST FLOOR PLAN A4.1B BUILDING A - SECOND FLOOR PLAN A4.1C BUILDING A- THIRD FLOOR PLAN A4.2 BUILDING A - ELEVATIONS A4.4 BUILDING A - ROOF PLAN A5.1A BUILDING B - FIRST FLOOR PLAN A5.1B BUILDING B - SECOND FLOOR PLAN A5.1C BUILDING B - THIRD FLOOR PLAN A5.2 BUILDING B - ELEVATIONS A5.3 BUILDING B - ROOF PLAN A6.1A BUILDING C - FIRST FLOOR PLAN A6.1 B BUILDING C - SECOND FLOOR PLAN A6.1C BUILDING C - THIRD FLOOR PLAN A6.2 BUILDING C - ELEVATIONS A6.3 BUILDING C - ROOF PLAN ELECTRICAL Sheet Number Sheet Name E1.00 SITE ELECTRICAL PLAN E1.01 SITE PHOTOMETRIC PLAN E1.02 LIGHT FIXTURES AND SCHEDULE REVISIONS COPYRIGHT DATE 12/15/17 Ns PW H 17-2 ww .Q U °o Y ooh (� v z z U =osw¢w oa w z _ U > V .. �w 3 EL �Lll 3 i o S oar° U ¢ H - r�oror aH U U) U 2 og°w�'w UzO �m oQ z QW wyoi - EE a 3 ¢ Neo�0ea r = a 000zoo cr U_ ' 1'.101, }a w � a¢ooyo O U) Da Zoo= U N¢�owm U) M r: 'o LUO a x � 3 <z T1.1 PrA wj U D r ' r V) z 0 Ir O LL0 z 0 U) LU 0 U 4 N .Q U °o Y (� v z z U oa w z _ =_ > 3¢ 3 c)0 N o= =Z o �w �m oQ z cn Q U Ir Oz a LU cr U_ >0 U O = O ¢ww¢ U) Da Zoo= U w U) M LUO a x <z UZ = (n w (O z a a ONO OY M I- H m co O 1Q � W N (� ~ ¢ O co Y Q ED 0 rn - H U WJItN QO cz OMQ O X v w �,ro T1.1 PrA wj U D r ' r V) z 0 Ir O LL0 z 0 U) LU 0 U 4 N U Y (� v d cr U z w z _ U) ° c)0 o= �w �m cn Q Ir 0 LU cr U_ >0 Z LL U) Da U LU U) M LUO ccz EL D T1.1 PrA wj U D r ' r V) z 0 Ir O LL0 z 0 U) LU 0 U 4 N — T — I — _F — F —1 Ml T —7 L L IT� T I I F —1 ROHNERT PARK EXPRESSWAY 12-14-2017 9:07am Amanda Karchefski P:\19539\PLANNING\DEVELOPMENT AREA PLAN\AFFORDABLE HOUSING -APARTMENT SITE\C.1 OVERALL NEIGHBORH00 PLAN.DWG L� wp Q Lu �z�z�Irw 0 z cnz2 �J =O�wo00 UmW=WWCC J I_ c~i) r zn�Qwm�Lu = upU Nr LEGEND: SITE LOCATION ' ■ ■ ■' DAP BOUNDARY 0 100 200 400 SCALE: 1 "=200' REVISIONS COPYRIGHT DATE 12/14/17 DRAWN BY ALK PROJECT# 19539.000 Nrn Wo wp Q Lu �z�z�Irw 0 z cnz2 0 =O�wo00 UmW=WWCC E>M �M 3: .zLU �w � z � c~i) Ca yco zn�Qwm�Lu = upU � � DC s OU OU ~O 0 U � o p Z Z Z Z Z m cd Z w z0[CI � T) } Lu m Zags cn >_o<=n Z�Luu) U= OU 0 a� ¢mow°mc< =Q w zppmzWm0z U m0�D_MZ ai f/ip W W ZXZZ Z�CCCC W~� D_ O W Z O O�__ Sc Q W Z owe oEDZ=)MM Ln 0 z Z::E E- =[CD�OJO W � D_ U 01 LLQ— C.1 0 z 0 , 0 0 = M 00 U U = Z � � DC a°0 Q w��� > U) m _�Z 0 Z 0 CD D w z C.1 z , 0 = M 00 �a�Z a°0 _�Z 0 00zZ Q' ��a owe }' U Q�Q Z W mZ, 01 LLQ— !E i oT U>U) Q � � QZQ ♦--rN U) Lu oa0 Z Y p[a¢ QZD Q� W � � WOcvcN = N Q o r U) O a Z .0 Cz U)u-iNto W C5 ", N Q Q ^J I..L � W N 0 a U Y � r � Q V z U z W z oCU) — 0 cn O 0 Lu � I �m— U)Q r) Lu > 0 C) U - z � OC U) LL U <U) W M W D C.1 A* -__ - d I F —1 HINEBAUGH CREEK g� t ft 'tel77, l t if v - - --, 7' r / . 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I I x 134. x , + I 134j x66I 2�. 6 C „ x 13 134.9 • ,4 C X 137.2 I 6W � 6W ... ... ... ... ... ... ... ... ... ... ... 1+ x L 3+00 6y00 �� 7+0� -4 8+00 �~ C x 9 00 C S MH - �- --� _- S8 S - I -t- -- - SMH --�-- -8"SS �op �SMH - = - - -- - i - C I o X13 CO E � TO EX I, 1811 34.7 IN 25. b (+IFY) 13 .7 X jam,, x x 129.200 �a x 1 4' 1 4. x 35. 1 6. x B 34.8 B x 12"SD B 134. 1 5. 012 SID X g x I I Cl 12 SD 12 SID x C>f 1.35.3 011111K E�. 8' o II + I 1,24 1' ( ERI Y6 . - -� _... 136.6 0 _C 2+00 3+00 i -- • 4+00 5+00% 6+00 7+00 00 ' ?9.1 j 133.3 X 1343 X134.9 134.4 1 QOX YAN ROAD ' - . - -x - - - --------- -- 132.4 ----- -- -- 135.3 I I I I ' 134.7 x -' x I 133.4 I �------:-- 134.8 �- ---- -- 1.347 t I x 134.7 32.5 INOTES. 10 PASEO DRAINAGE TO BE DETERMINED DURING FINAL DESIGN. 2■ SERVICE -LINES TO EACH BUILDING TO BE DETERMINED DURING FINAL DESIGN. 12-14-2017 1:43pm Amanda Karchefski P:\19539\PLANNING\APARTMENT BASE\GP\P-GP-9-APARTMENTS.DWG REVISIONS COPYRIGHT DATE 12/14/17 DRAWN BY JG PROJECT# 19539.000 �Nrn �o w0 Q � MAN 0, aJ UL =MM 2LuU Uw=wCC E Z~ W LI y I J rn OQO¢cwi�0� �JUZ � c7_ o- w Lu cc - °w�°�`�T) <� O� > ZT �, -°oQ�z�n z } CL Co Qw=0mC� �¢ 'j z0=zWpZ O=oho c Np O�NQw�p O ZMCCM W ZF U W YQ w O O~ O D ILL I T • 11W• , 7 --_- � -_raj=--� .i m / ��� � �, , ■---� h�.I-.. -.r -� [I,�R_7.�.1[ .. -mss •---■ � --�I� ��� ■■!��211 -1 M11MINE 71 ■ ■ [� . ��� 11 •--�I W aEI 7,p n • u ��i,l��� i= oJi�Loo=i; ��n,�� �u,l� ii=o,Ji n - cj_6 + CN CD n ■ ■ 1 � � � / ■ -� iwANMF2� RAW I w1=1011,111 ON logo 00000 000?" C • 1 � 1 � i � � II � 1i� : SLI Elmo � �� �_ � .w a.=ori w � ��o=� � w; ■ _� .I � ii i, ,,-ter I �- ■ G, •�Rill�� _� I u ZuiL�j ►�_� ,_� �t �u;� ��__��� ,u [�Iti111J111 E� .i i.�� !j � �, ► i. . it li � / .i i. �I �_ i � I ( IMom N 0 30 60 SCALE: 1 "=30' ... X x - �,. 6 I 1 I x . � 134.9 i' x = x x 129.2 (n= x 13 . ji.1 1 11 CID € • cn . 8 C x 1 5. N X 135. X C 136 ' x T C ' oil I X 9 s::: _ 35.9 o C x o ' I COMMUNITY BLDG �......:° 135.1 135.1 136.2 x ' �2 a X35 x x 135.1 a:.. .. C x + X ... ' ..u..0 _ _ "$� x 136. C A ■■■■■ ■� - - o 3 -........, 129. C g x - �.a X 1 .8 ' 'o CI .. .. y I 13J4.7 ii C X134.7 4.8 X .1 X 1�S 12.8 fft12"SD B 13. c 138.3 xC 3� STORM DRAIN TO BE EXTENDED ° X 1 5.4 C r ---WITH FINAL DESIGN OF PASEO iv h�, k X wi q C x 0 Y v e I 129.1 I ° ° 2 NIX . N 3 ❑ ❑ x 1 I r C 7 1 5 n ` ■ CD ■ 01 . o j o C 4.9 NI + C ❑ ❑ x 1 6.1 1 ��ii .9 C.' ..,, ..,,:; X 37.6 CD ' - + x 5• N x r x I CD• Q ,rte .i ?8.6 (n It.134.' 34. I I x 134. x , + I 134j x66I 2�. 6 C „ x 13 134.9 • ,4 C X 137.2 I 6W � 6W ... ... ... ... ... ... ... ... ... ... ... 1+ x L 3+00 6y00 �� 7+0� -4 8+00 �~ C x 9 00 C S MH - �- --� _- S8 S - I -t- -- - SMH --�-- -8"SS �op �SMH - = - - -- - i - C I o X13 CO E � TO EX I, 1811 34.7 IN 25. b (+IFY) 13 .7 X jam,, x x 129.200 �a x 1 4' 1 4. x 35. 1 6. x B 34.8 B x 12"SD B 134. 1 5. 012 SID X g x I I Cl 12 SD 12 SID x C>f 1.35.3 011111K E�. 8' o II + I 1,24 1' ( ERI Y6 . - -� _... 136.6 0 _C 2+00 3+00 i -- • 4+00 5+00% 6+00 7+00 00 ' ?9.1 j 133.3 X 1343 X134.9 134.4 1 QOX YAN ROAD ' - . - -x - - - --------- -- 132.4 ----- -- -- 135.3 I I I I ' 134.7 x -' x I 133.4 I �------:-- 134.8 �- ---- -- 1.347 t I x 134.7 32.5 INOTES. 10 PASEO DRAINAGE TO BE DETERMINED DURING FINAL DESIGN. 2■ SERVICE -LINES TO EACH BUILDING TO BE DETERMINED DURING FINAL DESIGN. 12-14-2017 1:43pm Amanda Karchefski P:\19539\PLANNING\APARTMENT BASE\GP\P-GP-9-APARTMENTS.DWG REVISIONS COPYRIGHT DATE 12/14/17 DRAWN BY JG PROJECT# 19539.000 �Nrn �o w0 Q � Q aJ > � =MM 2LuU Uw=wCC E Z~ W W y rn OQO¢cwi�0� �JUZ � c7_ o- w Lu cc - °w�°�`�T) <� O� > ZT �, -°oQ�z�n z } CL Co Qw=0mC� �¢ 'j z0=zWpZ O=oho c Np O�NQw�p O ZMCCM W ZF U W YQ w O O~ O D ILL � Z Q aJ Z � wJ Z 0 Lu 0 ,0" Z � Q � 00 aY a =�z 0 o0G ozz a ' 2 ooa CU Ow� :3 Qua ♦--' ZW� U oz, LLQ- C) aa� r U>� C-) � QZQ QD oao �--r N_ Z Y ^,U) W M < < co 0W U) ONN a D w`Y' 0 Qoo az a a 00 cn LLi C� Lj_j o �- ^J I..L � W N a U Y r � � V a cz 11 z z U W z 0 - VJr �'1 oc D z U) 0 0 Q 0 Lu U F_ - m Z C) Q 0 C) W Er oc > 0 i- o U LL zLL U)F_ �L 0 Q �z M � > F_ Z w U F_ Q Lu U LANDSCAPE PLANS FOR: 1st LAND DEVELOPMENT PHASE - VAST OAK NORTH AT UNIVERSITY DISTRICT ROHNERT PARK, CALIFORNIA DECEMBER 14, 2017 VICINITY MAP SITE MAP TABLE OF CONTENTS COVER SHEET PRELIMINARY OVERALL LANDSCAPE PLAN PRELIMINARY PLAY AREA ENLARGEMENT LANDSCAPE DETAILS / IMAGERY PICNIC AREA DETAIL / IMAGERY PACIFIC Vast Oak North at University District vandeffoolen•Associaltes WEST Development VAST OAK NORTH AFFORDABLE APARTMENTS ^� www.vanderToolen.com ARCHITECTURE ' w.nrnm Cover Sheets] ��I ° „°"� mn.P�°�~ "°' 430 East State Street, SuBe 100 w,,.0 Area Plan apyU ,yynulps{U w, n,o...nm, Eagle, ID 83616 m�avia�ias 208.908.4879 LAmwc:AiEAECNIETRohnert Park, California Scale: Not Applicable L-1.0 L-1.1 L-1.2 L-1.3 L-1.4 DECEMBER 14, 2017 L-1.0 Project No. 05217 Copyright 2017 vanderToolen Associates. The drawings or written materials contained herein constitute the original and unpublished work of the landscape architect. Reproduction, use or alteration in any form is strictly prohibited without the written consent of vanderToolen Associates. x % x 1 y � i� s I II FW -1 0 PLAY AREA 1 AND PICNIC AREA Scale: 1 "=20'-0" PLAY STRUCTURE IMAGERY rC 4'mp �rnr[ y I r4' O� systemsro" »aau.ra. R0757JZotn PLAY STRUCTURE DETAIL PACIFIC WEST Development - ARCHITECTURE 430 East State Street, Suite 100 Area Plan Eagle, ID 83616 208.908.4879 e PLAY AREA 2 AND PICNIC AREA Scale: I"=20' -O" PLAY STRUCTURE DETAIL Scale: N.T.S. Scale: N.T.S. Vast Oak North at University District vanderTooien•Associates www.vanderToolen.com 01 10• 20• 40' 80, Preliminary Play Area I� " W��'r�k Wm'=ae"'� JL -1.2 VAST OAK NORTH AFFORDABLE APARTMENTS _ a.,�'a.°.WYRas 1a,a, _,m Sona RrLL WaG Suae Nll Rtl. a Sune lli Enlargement r ".q.=a Wa�����.e,U i5 B 14H4 U956n1 Rohnert Park, California LANDSCAPE ARCHITE'M-______� "� R'1,=«='.� Scale: 1" = 20'-0" DECEMBER 14, 2017 NORTH I Project No. 05217 fan'.=W3=668L Cnnvrinht 2017 vandwrTnnlen Assncintes. Thw drawinns nr written matwrials nnntainwd herein cnnctituta thw nrininal and unnuhlishwd wnrk of the landscanw architect. Renrnductinn. Ice nr alterntinn in env fnrm is ctrir.tiv nmhihiterl withnut the written cnnswnt of vandw -rnnlen Acmniates PACIFIC WEST ARCHITECTURE 430 East State Street, Suite 100 Eagle, ID 83616 208.908.4879 A CONCRETE PAVING SCALE: 1-1/2" = 1 -0 PLANT SPACING SCHEDULE: O1 CONCRETE PAVING. O2 REINFORCING PER SOIL'S REPORT RECOMMENDATION. O3 1/2" TOOLED RADIUS. O4 CLASS II AGGREGATE BASE, COMPACTION, & THICKNESS PER SOIL'S REPORT RECOMMENDATION. O COMPACTED SUBGRADE OR ENGINEERED FILL. O6 1/4" WIDE X 3/4" DEEP TOOLED CONTROL JOINT (SEE PLANS). O7 3/8" WIDE FIBER FILLED EXPANSION JOINT W/ POLYSULFIDE SEALANT. SEALANT COLOR TO MATCH ADJACENT PAVING. SEE PLAN FOR LOCATION. O FINISH GRADE. 2" BELOW TOP OF PAVING FOR PLANTING AREA. O9 THICKENED EDGE AT PLANTING AREA WHERE REQUIRED OR UNDER PEDESTALS. A = TRIANGULAR SPACING B= ROW SPACING" C=PERIMETER SET -BACK 6" 5"+ 4" 12" 10 1/2"± 10" n n n 24" 21 "± 18" 36" 31"+ 24" PLANTING GRID: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C (GROU6"' ND COVER SPACING CHART N.T.S. O1 TREE. ® TREE ROOTBALL 1 O2 2" DIAMETER LODGE POLE SET ON LIGHTLY PINE STAKE SET 30" INTO TAMPED SOIL. DO C, CJJ GRADE OR UNDISTURBED NOT PENETRATE 2 SUBGRADE A MINIMUM OF ROOTBALL WITH 12" BELOW BOTTOM OF STAKES. 3 "ROOTBALL. PLACE STAKES O5 3" DEEP WATERING v 2 Z PARALLEL TO PREVAILING BASIN. 5 CNWINDS. © FINISH GRADE. m O3 RECYCLED RUBBER TWIST 07 AMENDED BACKFILL. 6 TIES - KNOT AND ATTACH TO N STAKE W/ ROOFING TACK. ® (4) 21 GRAM PLANT r TABLETS - SEE 00 5 GENERAL PLANTING 7 2 NOTES, SHEET L-1. 8 4 NOTE: -SCARIFY SIDES OF PLANTING PREVAILING WIND // \ PIT. Cv -FERLTILIZED TABS ARE NOT TO BE USED WITH CALIFORNIA NATIVE PLANTS. TWICE ROOTBALL -DO NOT USE AMENDED SOIL DIAMETER RUBBER TWIST TIES PLAN FOR CALIFORNIA NATIVE ELEVATION WRAPPED IN A FIGUR TREES. "8" AROUND TRUNK -SET CROWN OF ROOTBALL 1" B TREE STAKING ABOVE GRADE. N.T.S. TWICE ROOTBALL DIAMETER C SHRUB N.T.S. O1 SHRUB - SET CROWN OF ROOTBALL 2" ABOVE FINISH GRADE. 3" HIGH WATERING BASIN. FINISH GRADE. AMENDED BACKFILL. SET ROOTBALL ON LIGHTLY TAMPED SUPPORT. (2) 21 GRAM PLANT TABLETS. 3" DEPTH MULCH. O COMPACTED SUBGRADE OR ENGINEERED FILL. NOTE: 1. FERTILIZER TABS ARE NOT TO BE USED WITH CALIFORNIA NATIVE SHRUBS. 2. DO NOT USE AMENDED SOIL FOR CALIFORNIA NATIVE SHRUBS. LAURUS N. 'SARATOGA' TREE IMAGERY CERCIS OCCIDENTALIS Vast Oak North at University District Development VAST OAK NORTH AFFORDABLE APARTMENTS Area Plan Rohnert Park, California LAGERSTROEMIA 'MUSKOGEE' LAG E RSTRO E M IA 'TU SCARO RA' PERMEABLE PAVING AT E.V.A. ON KEISER AVE. V4 v,,{ t., r A. L•� A PISTACIA CHINENSIS PYRUS CALLERYANA 'CHANTICLEER' QUERCUS RUBRA vanderToolen • Associates www.vanderTualen.com Landscape Details/ ��/�J(/J///(/��{�\\\ �y , `�� " wvn.'� w10S. nee . L�l 3 _�aJ A�IYIIIYr �` ESS SOW 2 r )IIU Rd. SU 100 =, O, Sfsuiw I I . Way, Na 290 an, rmk 100 Suite1,5 Imagery I-A�r�,w]L 1_ r Napa 58 Wa nN Creek % W. 5xra 95691 94558 945% CA 95691 LANDSCAPE ARCHITECTS I 2 2299 ce1101.232a=299 re192s24.,3os e1: 916.]40.3000 fax: M7Scale: As Noted DECEMBER 14, 2017 Project No. 05217 Copyright 2017 vanderToolen Associates. The drawings or written materials contained herein constitute the original and unpublished work of the landscape architect. Reproduction, use or alteration in any form is strictly prohibited without the written consent of vanderToolen Associates. III6 PACIFIC ARCHITECTURE 430 East State Street, Suite 100 Eagle, to 83616 208.908.4879 NOTE: AT 32 UNIT SITE THERE IS NO PICNIC TABLE OR PERGOLA - ONLY AT 66 UNIT SITE 40'-0" PICNIC TABLE (TYP.) SEE LANDSCAPE PLAN FOR SIZE AND SPECS N T V-6" 0'-7 1/2" DECORATIVE METAL OUTRIGGER, TYP. PICNIC AREA DETAIL 30'-0" V-6" 01 DECORATIVE BEAM AND GIRDERS W/ 1"xi" PERP. PERGOLA SHADE SLATS Vast Oak North at University District Development VAST OAK NORTH AFFORDABLE APARTMENTS Area Plan Rohnert Park, California Scale: N.T.S. cnIC Area Image PICNIC AREA IMAGERY vandeffooien • AtuociatesJ ....""d.,To" a "m m: DECEMBER 14, 2017 L-1.41 Project No. 05217 Copyright 2017 vanderToolen Associates. The drawings or written materials contained herein constitute the original and unpublished work of the landscape architect. Reproduction, use or alteration in any form is strictly prohibited without the written consent of vanderToolen Associates. V n `l 4" CONC. SLAB ON ROAD MIX ON GRADE SLOPE TO EDGE NOTE: PROVIDE TURN DOWNi CONTRACTOR TO PROVIDE m m m u�, m•t CONT. FOOTINGS = - ARCHITECT WITH PERGOLA SHOP DRAWINGS PRIOR TO PERMITTING DESIGN- 0 A.D.A. BBQ FIXTURE, A+ BUILD COMPONENTS PROVIDE ACCESS & r CLEARNACE AS SHOWN 0 5'0„ � 5 0 CM v in MIN. MIN. 0'-7" N TS POST BY PERGOLA i. 4 MANUFACTURER SET IN m m m REINFORCED CONC. .' o FOOTING PER PLAN. NOTE: AT 32 UNIT SITE THERE IS NO PICNIC TABLE OR PERGOLA - ONLY AT 66 UNIT SITE 40'-0" PICNIC TABLE (TYP.) SEE LANDSCAPE PLAN FOR SIZE AND SPECS N T V-6" 0'-7 1/2" DECORATIVE METAL OUTRIGGER, TYP. PICNIC AREA DETAIL 30'-0" V-6" 01 DECORATIVE BEAM AND GIRDERS W/ 1"xi" PERP. PERGOLA SHADE SLATS Vast Oak North at University District Development VAST OAK NORTH AFFORDABLE APARTMENTS Area Plan Rohnert Park, California Scale: N.T.S. cnIC Area Image PICNIC AREA IMAGERY vandeffooien • AtuociatesJ ....""d.,To" a "m m: DECEMBER 14, 2017 L-1.41 Project No. 05217 Copyright 2017 vanderToolen Associates. The drawings or written materials contained herein constitute the original and unpublished work of the landscape architect. Reproduction, use or alteration in any form is strictly prohibited without the written consent of vanderToolen Associates. IMI "I .-- � 11 r i... :Ji ,sem � i.- ii cl n ►. - i111I LIM ► ��` L mill— INNSloll L� -i ■�■ I�r�lllil!II�����,�,���, �r IIIII!il■I n. i'� .. _� �— � 1• lii i i�.. iliac ►1i�'�i '�, cccccccc C•, C•'. c IRAN ■ fly I ■ L J IGG l �� �.,+'�- , = �I ��. _ter f01§01-7, KIOSK, ►,�. MAILBOX C C C c c SONOMA COUNTY TRANSIT - BUS STOP, NOT IN SCOPE OF WORK FOR THIS PROJECT KE I S E R AVENUE FIRE DEPARTMENT ACCESS fllINNNm lI�II� 9 W/24 I■L. mmm Doll � � 00 00 _ ♦ O to to N \ LA DS APE PLA TE S IN PERGOLA STRUCTURE, RE: LANDSCAPE PERGOLA STRUCTURE, m RE: LANDSCAPE HI o TOT LOT� BENCH, TYP. RE: LANDSCAPE IN DOG RUN TRASH ENCLOSURE, WITH COMPACTOR (9) PAINTED STEEL AND RECYCLING BIKE RACKS, WITH PARKING BINS, TYP. SEE FOR (8) BICYCLES EACH N DETAIL 5/A1.2 _ TYP.: RE: 7/A1.2 � 1 _ SITE PLAN SCALE: 1" = 30'-0" 0 W CCU O� Oa PROPOSED MONUMENT SIGN, RE: 4/A1.2 O'RYAN ROAD (6) BUILDINGS (3) 1 -BEDROOM UNITS, (15) 2 -BEDROOM UNITS, & (6) 3 -BEDROOM UNITS MAXIMUM HEIGHT - 41'-3"± (3) STORIES 9,544 S.F. FOOTPRINT OCCUPANCY R-2 FULLY SPRIKLERED PER NFPA 13 CONSTRUCTION TYPE: VB Y LL UU Q U OLU Ja REVISIONS W��mm 12/15/17 "mw BP PK1 . PWH17-2 APPLICANT Q PARKING SUMMARY PACIFIC WEST COMMUNITIES, INC. U�000;� C CALEB ROOPE MAILBOX C co NOTE: ' ALL NUMBERS PROVIDED ARE ESTIMATED FOR SITE 430 E. STATE STREET zwfw : szwmw� sw F�Vimpm a I TOTAL REQUIRED BY CITY OF ROHNERT PARK: 0 EAGLE, IDAHO 63616 CONNECTION ? Z Qp�zzzz nF LLLLOO NO �N '�� (208)461-0022 V — — — — — — — I ARCHITECT COVERAGE AND ARE NET FROM BACK OF STREET (141) 2-BDRM UNITS X 2 = 282 SPACES REQUIRED PACIFIC WEST ARCHITECTURE 4'-0" DOUGLAS GIBSON, CALIFORNIA ARCHITECT C29792 430 E. STATE STREET, SUITE 100 2 C C SIDEWALK AND EAST PROPERTY LINE EAGLE, IDAHO 83616 FTOTAL BLDG. TYPE A' (206)-461-0022X3021 ACCESSIBILITY #OFUNITS PERCENTAGE 3 ADAPTABLE UNITS (ALL GRND FLR. UNITS REO.) 58 I ACCESSIBLE UNITS (10% TOTAL) 22 10.04% SENSORY IMPAIRED UNITS (4% TOTAL) 9 4.1% UNIT MIX SUMMARY CONDITIONED SQ. FOOTAGES 10'-0" C C o, (21) 1 -BEDROOM A UNITS (21) x 568 S.F. = 11,928 S.F. (3) 1 -BEDROOM B UNITS (3) X 520 S.F. = 1,560 S.F. (3) 1 -BEDROOM C UNITS (3) X 529 S.F. = 1,587 S.F. 6,M6, Ci (81) 2 -BEDROOM A UNITS (81) x 799 S.F. = (60) 2 -BEDROOM B UNITS (60) x 761 S.F. = 64,719 S.F. 45,660 S.F. 1 (50) 3 -BEDROOM UNITS (50) x 1,077 S.F. = 53,850 S.F. (218)UNITSTOTAL 11,968 S.F.+1,560 S.F.+1,587 S.F.+64,719 S.F.+ C 45,660 S.F. + 53,850 S.F. = 179,304 S.F. U _ C I COMMUNITYAREA 3,087 S.F. _ I LAUNDRY AND EXERCISE AREA (AT BLDG C) 1,077 S.F. Ot C TOTAL 4:? C = 163,468 S.F. C I FIRE SPRINKLER INCLUDES 3 COMMON EVSE STATIONS C I AUTOMATIC FULLY SPRINKLERED SYSTEM WITH CENTRAL CALL STATION, C OFF-SITE MONITORING AND FPC'S AT EXTERIOR ACCESSIBLE FIRE Q I SPRINKLER CLOSETS. CALIFORNIA GREEN CODE) I 9 C I SITE SIZE c 443 SPACES W/78 TANDEM OR 17.6% 352,159 S.F.± (8.08 NET ACRES" ±) C I I AND 94 COMPACTOR 21.2% C I SITE COVERAGE SQ. FT. ❑ C PUBLIC OUTDOOR OPEN SPACE 97,953 101, _ 6,-�„ I PUBLIC INDOOR OPEN SPACE (COMMUNITY BUILDING) 1,536 c72 SPACES PROVIDED PRIVATE OPEN SPACE MAIN FLOOR UNITS 7,100 All Ro S C PRIVATE OPEN SPACE UPPER FLOOR UNITS 9,555 4'H METAL C TOTAL OPEN SPACE PROVIDED 116,146 FENCE o _ �A ILCP I I � I TOTAL OPEN SPACE REQUIRED 400 X 218 UNITS 87,200 DOG RUN TRASH ENCLOSURE, WITH COMPACTOR (9) PAINTED STEEL AND RECYCLING BIKE RACKS, WITH PARKING BINS, TYP. SEE FOR (8) BICYCLES EACH N DETAIL 5/A1.2 _ TYP.: RE: 7/A1.2 � 1 _ SITE PLAN SCALE: 1" = 30'-0" 0 W CCU O� Oa PROPOSED MONUMENT SIGN, RE: 4/A1.2 O'RYAN ROAD (6) BUILDINGS (3) 1 -BEDROOM UNITS, (15) 2 -BEDROOM UNITS, & (6) 3 -BEDROOM UNITS MAXIMUM HEIGHT - 41'-3"± (3) STORIES 9,544 S.F. FOOTPRINT OCCUPANCY R-2 FULLY SPRIKLERED PER NFPA 13 CONSTRUCTION TYPE: VB Y LL UU Q U OLU Ja REVISIONS W��mm 12/15/17 "mw BP PK1 . PWH17-2 Q PARKING SUMMARY Z5 U�000;� C MAILBOX C co NOTE: ' ALL NUMBERS PROVIDED ARE ESTIMATED FOR SITE 1— V LL Lu zwfw : szwmw� sw F�Vimpm a I TOTAL REQUIRED BY CITY OF ROHNERT PARK: 0 LL U¢ i�yZZ CONNECTION V� = LLI Z Qp�zzzz nF LLLLOO NO �N '�� (27) 1-BDRM UNITS X 1 = 27 SPACES REQUIRED V :oo� w KIOSK, PARK COVERAGE AND ARE NET FROM BACK OF STREET (141) 2-BDRM UNITS X 2 = 282 SPACES REQUIRED .Loz p� (7lN0du=r0 8 3F00~00 (50) 3-BDRM UNITS X 2.5 = 125 SPACES REQUIRED 2 C C SIDEWALK AND EAST PROPERTY LINE DOG RUN TRASH ENCLOSURE, WITH COMPACTOR (9) PAINTED STEEL AND RECYCLING BIKE RACKS, WITH PARKING BINS, TYP. SEE FOR (8) BICYCLES EACH N DETAIL 5/A1.2 _ TYP.: RE: 7/A1.2 � 1 _ SITE PLAN SCALE: 1" = 30'-0" 0 W CCU O� Oa PROPOSED MONUMENT SIGN, RE: 4/A1.2 O'RYAN ROAD (6) BUILDINGS (3) 1 -BEDROOM UNITS, (15) 2 -BEDROOM UNITS, & (6) 3 -BEDROOM UNITS MAXIMUM HEIGHT - 41'-3"± (3) STORIES 9,544 S.F. FOOTPRINT OCCUPANCY R-2 FULLY SPRIKLERED PER NFPA 13 CONSTRUCTION TYPE: VB Y LL UU Q U OLU Ja REVISIONS W��mm 12/15/17 "mw BP PK1 . PWH17-2 123-0 LU PARKING SUMMARY Z5 U�000;� C co WALKWAY 1— V LL Lu zwfw : szwmw� sw F�Vimpm a I TOTAL REQUIRED BY CITY OF ROHNERT PARK: SIA ~ LL U¢ i�yZZ CONNECTION V� = LLI Z Qp�zzzz nF LLLLOO NO �N '�� (27) 1-BDRM UNITS X 1 = 27 SPACES REQUIRED V :oo� w FUTURE: PARK C (141) 2-BDRM UNITS X 2 = 282 SPACES REQUIRED .Loz p� (7lN0du=r0 8 3F00~00 (50) 3-BDRM UNITS X 2.5 = 125 SPACES REQUIRED C 3 � FTOTAL 123-0 PARKING SUMMARY Z5 C co WALKWAY C I TOTAL REQUIRED BY CITY OF ROHNERT PARK: CONNECTION TO (27) 1-BDRM UNITS X 1 = 27 SPACES REQUIRED FUTURE: PARK C (141) 2-BDRM UNITS X 2 = 282 SPACES REQUIRED p (50) 3-BDRM UNITS X 2.5 = 125 SPACES REQUIRED C FTOTAL C GUEST PARKING 218/4 = 55 SPACES REQUIRED SPACES REQUIRED: 489 SPACES TOTAL SPACES REQUIRED WITH 10% TRANSIT REDUCTION PER c 17.16.041 OF ROHNERT PARK CITY CODE: 441 SPACES Ci C U TOTAL PROVIDED: 443 SPACES I C (INCLUDING 24 ACCESSIBLE SPACES 'Y c I AND 14 FUTURE EVSE STATIONS WHICH = PE E INCLUDES 3 COMMON EVSE STATIONS TAND C 1 ACCESSIBLE EVSE STATION PER 2016 BUILDING Q CALIFORNIA GREEN CODE) I 9 c c 443 SPACES W/78 TANDEM OR 17.6% CIO � I AND 94 COMPACTOR 21.2% C BICYCLE PARKING 218 / 4 = 55 SPACES REQUIRED V c72 SPACES PROVIDED C co c IL F C TRASH ENCLOSURE, WITH COMPACTOR C AND RECYCLING C BINS, TYP. SEE DETAIL 5/A1.2 —]I (2) BUILDINGS (18) 2 -BEDROOM UNITS, & (6) 3 -BEDROOM UNITS MAXIMUM HEIGHT - 41'-4"± (3) STORIES 10,146 S.F. FOOTPRINT OCCUPANCY R-2 FULLY SPRIKLERED PER NFPA 13 CONSTRUCTION TYPE: VB (1) BUILDING (9) 1 -BEDROOM UNITS, (15) 2 -BEDROOM UNITS, & (2) 3 -BEDROOM UNITS MAXIMUM HEIGHT - 41'-4"± (3) STORIES 9,544 S.F. FOOTPRINT OCCUPANCY R-21 B FULLY SPRIKLERED PER NFPA 13 CONSTRUCTION TYPE: VB (1) BUILDING MAXIMUM HEIGHT - 28'-5"± (1) STORY 3,087 S.F. FOOTPRINT OCCUPANCY A-31 B FULLY SPRIKLERED PER NFPA 13 CONSTRUCTION TYPE: VB U w a cc IL V Uz A1.1 z 0 w ,¢ 0 QrM _YO = a: ¢r ozz �Ot=i1 Oww Ute= Q z o._ J � � U>N ,w� zQ a o Z O <Zo Z = � F ¢U N 7 J U Y n w z_ Z O U) O fY O O cc c Z 0 cncc v > (n z w 0 U H Q Lu U U WEATHERED CEDAR DISTRESSED WOOD MONUMENT SIGN (1 OF 2) PER OWNER SPEC. (MIN. SIGN AREA 16 S.F.) NOTE: MOUNT SECOND SIGN TO OPPOSITE SIDE OF 4 X 4 P.T. POST TO CREATE A TWO SIDED SIGN, SEE SHEET A1.1 FOR LOCATION AND ORIENTATION ACCESSIBLE SIGN LOGO (MIN. 5% SIGN AREA), HIGH CONTRAST REINFORCED CONC. FOOTING NOTE: MONUMENT SIGNAGE TO BE UNDER SEPARATE PERMIT. G.C. TO VERIFY MONUMENT SIGN DESIGN, LOCATION, AND PROJECT NAME W/ OWNER PRIOR TO INSTALLATION. G.C. RESPONSIBLE FOR SUBMITTING AND OBTAINING ANY SIGN PERMITS AS REQUIRED BY LOCAL JURISDICTIONAL REQUIREMENTS. ALL LOGOS AND TEXT TO BE HIGH CONTRAST TO BACKGROUNDS. MONUMENT SIGN 1/211 = 1 '-0" x 0 2:12 SLOPE ° � o U IVERSITY DISTRICT APARTMENTS SITE ADDRESS INFORMATIO OFFICE XXX-XXX-XXXX TTY 1-800-367-8939 8'-2" rr►.--%w 1T BEVELED CAP, (2) 4x4 P.T. POST SECURED TO BASE. SEE TITLEBLOCK FOR PROJECT NAME, FONT TYPE AND SIZE BY OWNER METAL PLACARD BY OWNER, TEXT WILL SHOW OFFICE TELEPHONE - NUMBER AND TTY TELEPHONE T NUMBER AS SHOWN M FAIR HOUSING LOGO (MIN. 5% SIGN AREA), HIGH CONTRAST NATURAL STONE BASE "COUNTRY LEDGESTONE" STYLE OR EQUAL TO MATCH ENTRY ELEMENT BASE AT BUILDING. INSTALL OVER SCRATCH COAT CEMENT STUCCO W/ APPROVED ANCHORS ON N CONC. BASE AND FOUNDATION I 111= m COATED METAL DRIP EDGE FLASHING a ° u, AT EAVE AND RAKE, WITH CONT. CLEAT COMPOSITE SHINGLES, TO MATCH BUILDINGS, "_ - 1,m WITH FELT UNDERLAYMENT COATED STEEL PURLINS, SEE STRUCTURAL FWZooZ" zX FOR SIZE AND SPACING, WITH STEEL END CAPS � FRT PLYWOOD SHEATHING NOTE: U COORDINATE SIZE OF – METAL ROOF DECK, SEE STRUCTURAL DRAWINGS ENCLOSURE WITH – COATED STEEL BEAMS WITH END CAPS, SEE LOCAL STRUCTURAL DRAWINGS TRASH HAULER TO – COATED STEEL COLUMNS, CONFIRM SEE STRUCTURAL FOR SIZE ACCESSIBILITY. 8'-0" MIN. +� U G.C. TO VERIFY MIN./MAX. F mz HEIGHT W/ LOCAL JURISDICTIOAL w AUTHORITIES & TRASH HAULER CMU -SOLID CONIC. CAP SLOPED TO DRAIN #5 BARS VERTICAL 24" O.C. CENTERED 8" X 8" X 16" SPLIT -FACE CMU - TAN COLOR TO MATCH BUILDING, SOLID GROUTED. PROVIDESMOOTH FACE BLOCK AT INTERIOR SIDE OF ENCLOSURE #5 BARS HORIZONTAL @ 48" O.C. AND TO TOP AND BOTTOM FINISH GRADE WHERE OCCURS STANDARD REBAR HOOK, ALTERNATE DIRECTION "M ° a6" CONC. SLAB W/ 6x6/10x10 WWM @ MID DEPTH ON a,a 4" GRAVEL (2) #4 BARS CONT. AT FOOTING TRASH ENCLOSURE SECTION A -A 3/4" = 1'-0" 2" DIA. SCHED 40 PIPE (TYP.) 3/8" PLATE W/ (3 3/4" DIA. HOLES (TYP.) 3/8" PLATE W/ (3) 3/4" DIA. HOLES (TYP.) 6" DIA. PLATE PLAN VIEW BICYCLE RACK DETAIL 3/4" = 1 '-0" WIMINFRA ti 6" D IA. ELEVATION DECORATIVE METAL SCREEN MESH WITH VINES (TYP. 3 SIDES) T.S. 4"x4"x.188 POST W/PRESSED STEEL POST CAP, TYP. @ EA. PIVOT POINT 1/2" STANDARD PIPE HINGE W/ 9/16" SOLID PIN SIDE OUTLINE OF ROOF ABOVE 17-0" 4x4 P.T. WOOD POST @ EACH END OF SIGN SIMPSON 'ABU' POST BASE, ORIENTED AS SHOWN W 5/8" DIA x 8" EMBED HEADED ANCHOR BOLT STONE VENEER 12" CMU WALL SOLID GROUTED #4 BAR VERT. @ 24" O.C. & ALIGNED W/ ANCHOR BOLTS #4 BAR HORIZ. @ TOP & BOTTOM FINISH GRADE 1'8" WIDE CONC. FOOTING W/ (2) #4 BARS HORIZ. @ TOP & BOTTOM WITH 3" MIN. CONCRETE COVER STANDARD HOOK, ALTERNATE BENDS, WITH 3" MIN. CONCRETE COVER NO STEP, MATCH HEIGHT OF ADJACENT WALK Ciffou TRASH ENCLOSURE 1/4" = 1'-0" COATING MATERIAL FINISH TO BE LONG WEARING, MILDEW AND ULTRAVIOLET RAY RESISTANT COATING MADE OF POLYESTER, POLYVINYL, THERMOPLASTIC OR TGIC POWER COATING. COATED IN THE FACTORY PRIOR TO DELIVERY. TY 1 / P CONSTRUCT 2 CONCRETE FOUNDATION WHERE NEGESSARYaa, .-a- a a a 30" MIN. END SECTION 30" MIN. 5' 8" HIGH 16 GA. CORRUGATED STEEL SHEET METAL GATE W/HEAVY DUTY THUMB LATCH (SELF LATCHING) AT 42" A.F.F. 8'-0" 4'-6" 12" THICKENED SLAB EDGE AT FRONT KEYNOTES C -D- 1. 30 YEAR TYPE 'A' COMPOSITE SHINGLE, TYP. 2. PAINTED HORIZONTAL CEMENTITIOUS SIDING OR APPROVED EQUAL 3. PAINTED CEMENTITIOUS SHINGLE/ SHAKE STYLE SIDING OR APPROVED EQUAL. 4. PAINTED CEMENTITIOUS BOARD & BATTEN OR APPROVED EQUAL. 5. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, AND SPECIFICATIONS. 6. EXTERIOR DOOR. SEE FLOOR PLANS, DOOR SCHEDULE, AND SPECIFICATIONS, PAINT AS NOTED. 7. DOOR/WINDOW TRIM, PAINT AS NOTED. 8. PRE -FINISHED METAL GUTTER. SEE ROOF PLAN FOR EXTENT. COLOR AS NOTED, DOWNSPOUT TO MATCH. 9. PAINTED WOOD OUTRIGGER. COLOR AS NOTED. 10. 2x HORZONTAL TRIM PAINTED, ALIGN TRIM AS SHOWN. 11. 4" VERTICAL TRIM, TYP. 12. 1x FINISH FASCIA, MDF OR EQUAL, SEE DETAILS. 13. METAL RAILING SYSTEM. COLOR AS NOTED. SEE BUILDING CROSS SECTIONS. 14. ARCHITECTURAL GABLE END VENT, PAINT AS NOTED. SEE ROOF PLANS. 15. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 16. COLUMN, POST, AND BEAM, REFER TO BUILDING CROSS SECTIONS & DETAILS. 17. WOOD TRIM OR ARCHITECTURAL FEATURE. SEE BUILDING SECTIONS. 18. PAINTED METAL HANDRAIL. MATERIAL FINISHES (SCHEME B): A❑ BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS CEMENTITIOUS CLAPBOARD SIDING 7" KNOXVILLE GRAY HC - 160 BENJAMIN MOORE [D. CEMENTITIOUS CLAPBOARD SIDING 7" ASHWOOD MOSS 1484 BENJAMIN MOORE CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 BENJAMIN MOORE F❑. CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 BENJAMIN MOORE �G PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY �H TRIM PAINTED WHITE SIDE - USPS MAIL BUILDING 1/411 = 1 '-0" 3 ADA COMPLIANT BOXES, RECESS MOUNTED CONCRETE 0�-o" FRONT - USPS MAIL BUILDING 1/411 = 1 '-0" NOTE: SOFFIT (NOT SHOWN) COLOR TO MATCH WHITE FA TRIM ALL VENT TERMINATIONS AND OTHER EXTERNAL UTILITY EQUIPMENT TO BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. a ° u, .Q "_ - 1,m ¢ Y Z_ FWZooZ" zX ] � v a.WQUV =o�.w1z U _ U =tea-)–' 8"X8"X W ¢0 = z O V J 16" H IMT 0 Q z +� U SPLIT FACE F mz I— w V 2 CMU -SOLID 00 � v Zoo<WJoFW GROUTED i QLu z2CcD Z �C 03:0_ a LL Q ¢ aaW,wzas" a - 1a z�Oc,z01REWz1O az uj O Cc 0_j [[ ' Ow Z O 0 W 00 c0 I �ao0w- 0 U)� ❑ 0 6" CURB C/)— ❑ I.— r 00 J - C/) ¢0 ULLiCO Fa -zuzim J cz W d N `i Ciffou TRASH ENCLOSURE 1/4" = 1'-0" COATING MATERIAL FINISH TO BE LONG WEARING, MILDEW AND ULTRAVIOLET RAY RESISTANT COATING MADE OF POLYESTER, POLYVINYL, THERMOPLASTIC OR TGIC POWER COATING. COATED IN THE FACTORY PRIOR TO DELIVERY. TY 1 / P CONSTRUCT 2 CONCRETE FOUNDATION WHERE NEGESSARYaa, .-a- a a a 30" MIN. END SECTION 30" MIN. 5' 8" HIGH 16 GA. CORRUGATED STEEL SHEET METAL GATE W/HEAVY DUTY THUMB LATCH (SELF LATCHING) AT 42" A.F.F. 8'-0" 4'-6" 12" THICKENED SLAB EDGE AT FRONT KEYNOTES C -D- 1. 30 YEAR TYPE 'A' COMPOSITE SHINGLE, TYP. 2. PAINTED HORIZONTAL CEMENTITIOUS SIDING OR APPROVED EQUAL 3. PAINTED CEMENTITIOUS SHINGLE/ SHAKE STYLE SIDING OR APPROVED EQUAL. 4. PAINTED CEMENTITIOUS BOARD & BATTEN OR APPROVED EQUAL. 5. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, AND SPECIFICATIONS. 6. EXTERIOR DOOR. SEE FLOOR PLANS, DOOR SCHEDULE, AND SPECIFICATIONS, PAINT AS NOTED. 7. DOOR/WINDOW TRIM, PAINT AS NOTED. 8. PRE -FINISHED METAL GUTTER. SEE ROOF PLAN FOR EXTENT. COLOR AS NOTED, DOWNSPOUT TO MATCH. 9. PAINTED WOOD OUTRIGGER. COLOR AS NOTED. 10. 2x HORZONTAL TRIM PAINTED, ALIGN TRIM AS SHOWN. 11. 4" VERTICAL TRIM, TYP. 12. 1x FINISH FASCIA, MDF OR EQUAL, SEE DETAILS. 13. METAL RAILING SYSTEM. COLOR AS NOTED. SEE BUILDING CROSS SECTIONS. 14. ARCHITECTURAL GABLE END VENT, PAINT AS NOTED. SEE ROOF PLANS. 15. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 16. COLUMN, POST, AND BEAM, REFER TO BUILDING CROSS SECTIONS & DETAILS. 17. WOOD TRIM OR ARCHITECTURAL FEATURE. SEE BUILDING SECTIONS. 18. PAINTED METAL HANDRAIL. MATERIAL FINISHES (SCHEME B): A❑ BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS CEMENTITIOUS CLAPBOARD SIDING 7" KNOXVILLE GRAY HC - 160 BENJAMIN MOORE [D. CEMENTITIOUS CLAPBOARD SIDING 7" ASHWOOD MOSS 1484 BENJAMIN MOORE CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 BENJAMIN MOORE F❑. CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 BENJAMIN MOORE �G PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY �H TRIM PAINTED WHITE SIDE - USPS MAIL BUILDING 1/411 = 1 '-0" 3 ADA COMPLIANT BOXES, RECESS MOUNTED CONCRETE 0�-o" FRONT - USPS MAIL BUILDING 1/411 = 1 '-0" NOTE: SOFFIT (NOT SHOWN) COLOR TO MATCH WHITE FA TRIM ALL VENT TERMINATIONS AND OTHER EXTERNAL UTILITY EQUIPMENT TO BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. FIRST FLOOR - USPS MAIL BUILDING 1/411 = 1 '-0" T.O. CONCRETE ' -off 0�1 3 A1.2 REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 Lu a ° u, .Q "_ - 1,m ¢ Y Z_ FWZooZ" zX 0 0 _= v a.WQUV =o�.w1z U _ U =tea-)–' �= W ¢0 = z O V J H IMT 0 Q z +� U to — F mz I— w V 2 ° oEaWozW 00 � v Zoo<WJoFW FIRST FLOOR - USPS MAIL BUILDING 1/411 = 1 '-0" T.O. CONCRETE ' -off 0�1 3 A1.2 REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 Lu a ° u, .Q "_ - 1,m ¢ Y Z_ FWZooZ" zX 0 0 _= v a.WQUV =o�.w1z U _ U =tea-)–' �= W ¢0 = z O V J H J O F z 0 Q z +� U to — F mz I— w V 2 ° oEaWozW 00 � v Zoo<WJoFW o= i QLu z2CcD Z LL 03:0_ a LL Q ¢ aaW,wzas" a - 1a z�Oc,z01REWz1O az uj O U Z j Lu [[ ' �OOV Z O 0 W 00 c0 I �ao0w- 0 Fr N Lu LL, Q Z U 0 0 C/)— 000m07 co I.— r 00 J - C/) ¢0 ULLiCO Fa -zuzim J cz W d N `i <z[ --O Z ~ cy :t W Ncz A1.2 Z I— U I— W Z O U O LL I— O Z rZ V C/) UJ 0 _U I— CQ G LLJ I U .Q Oz O C7 ¢ Y Z_ 0 0 _= v z O _ IY Q� ¢0 = z O V J 0 _O 0 Q z +� U LLJ Cc > _ Q I— MJ W 0z 000= r ^ V J 0 C) r aww� i Lu z2CcD Z LL 03:0_ LL Q W � U W U) az uj O U Z j Lu oC ¢ ¢ ¢ r Z O 0 00 c0 O ¢ 3:Q� Wco ONC`i , ¢ 0 C/)— �~ I.— r 00 J - C/) ¢0 ULLiCO J cz W d N `i cy :t W Ncz A1.2 Z I— U I— W Z O U O LL I— O Z rZ V C/) UJ 0 _U I— CQ G LLJ I U Q U Y Q o_ v z w Z _ IY I— V J 0 _O LLJ I— MJ W r ^ V J Q 0 Lu \ O H U Z LL cn LL Q D H � U W O W oC Z A1.2 Z I— U I— W Z O U O LL I— O Z rZ V C/) UJ 0 _U I— CQ G LLJ I U 3 BDRM 1/4" = 1'-0" 1n'_ 7 11A" 9'_ A" 11. _ n 1/7' A'_ 1 6/R" 1 BDRM -A 1/4" = 1'-0" MR A 2 BDRM - A 1/4" = 1'-0" REVISIONS wvaicHT DATE 12/15/17 PW H 17-2 LU .Q U °o Y z z V � =oswao oa O rNN �w ° U Lll �a0, 3 i10X U¢ F- ,- r�or aH N or° =Z U V x og°w w mom_ W U z00wN0 o = w-+ cn > _ a Ir oz a o,w" Cr U_ 'j'¢ll000aw >0 U O = r i '01,0p O U U) U -goy LLD U "°Fowm w a �a_ko <z x ccz CL UZ = � 3 z A2.1 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O n .Q U °o Y z z U oa O _= ° c)0 N o= =Z o �w �m oQ z w-+ cn > _ U Ir oz a LU Cr U_ >0 U O = r i O ¢ W W Zoo= U) U w LLD U w a <z x ccz CL UZ = w (D z UN UY M ID H co O O =2Q = M1. Q LU N G z (� ~ ¢ O co Y 0 U uj QO cz OC7m ^ I L O 7 w A2.1 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O n U Y CL H LU U Z LU Z z _ U) ° c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A2.1 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O n c a 5- T 27'-6" L! l IIVI - L 1/4" = 1'-0" 9q. _ „" 1 BDRM - C 1/4" = 1'-0" REVISIONS W PVFICMT DATE 12/15/17 PW H 17-2 LU .Q U °o Y z z V =oswao oa LU z Z U "� rNN �w O L3 �Lll i10X U¢ F- oo'o° - r�oror aH 0 U U x 0g°o w mom_ o W U zo oNo o= aNeo e< 0zoo oQ z a a 0 U 000 ' oZ a o¢ oo No aw a¢oo O U = -<ow ¢ww¢ U "°Fowm Zoo= m LUO U a s -Ko ccz CL D a 3 x A2.1 A U D r ' r V) z 0 Ir 0 LL0 z 0 U) 0 U O N .Q U °o Y z z U oa LU z Z _ U) O _= c)0 0 N =Z o m cn oQ z Ir 0 U LU oZ a >0 Z O = OU ¢ww¢ U Zoo= m LUO U w ccz CL D a � x <z UZ = UJ (D Z Q Q ^� UN UY M ID H co O O =2Q In O M Q o W N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz OC7m ^ O I L 7 W A2.1 A U D r ' r V) z 0 Ir 0 LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 0 LU m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A2.1 A U D r ' r V) z 0 Ir 0 LL0 z 0 U) 0 U O N 27'-6" LAUNDRY & MAINTENANCE ROOM 1/4" = 1'-0" REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU Q O= U =opo O Y YQ Z_ U F =oswao Qz U U rNN �w Y L Lll � 3 i10X U¢ F- oa'oor° - r aH N �or =Z U U x oo °o w mom_ W U zo wNo o= z a0, < Q a 00- a oz a o Cr U_ ' ¢ oya000¢" aUU w O ¢ww¢ Zoo= U) U LLD U Fo-o "°- w a aowmos <z x ccz CL UZ = (n I 3 z A2.1 B 0 U D 'rr V) z 0 Ir 0 LL0 z 0 U) 0 U O N Q O= U O Y YQ Z_ U Qz U = Y cn 0 N 0 =Z o LU ~ oQ z cn Q U Ir oz a LU Cr U_ >0 U U = O ¢ww¢ Zoo= U) U w LLD U w a � <z x ccz CL UZ = (n w(D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A2.1 B 0 U D 'rr V) z 0 Ir 0 LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z z _ U) 0 cn 0 0 = LU ~ m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A2.1 B 0 U D 'rr V) z 0 Ir 0 LL0 z 0 U) 0 U O N BUILDING A COLOR SCHEME A - FRONT ELEVATION 3/16" = 1'-0" A. f ❑A LIMESTONE BORAL BUCKS COUNTRY RANDOM ASHLAR BUILDING A COLOR SCHEME A - REAR ELEVATION 3/16" = 1'-0" © CEMENTITOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 [C-1 CEMENTITOUS 7" CLAPBOARD SIDING ENDURING BRONZE SW 7055 © CEMENTITOUS 7" CLAPBOARD SIDING SAGE MOUNTAIN 1488 [-E]CEMENTITOUS BOARD & BATTEN SIDING GRAYSTONE 1475 ❑F CEMENTITOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 30 YEAR COMPOSITE SHINGLE PABCO PEWTER GRAY KEY NOTES (:D- 1. 30 YEAR TYPE 'A' COMPOSITE SHINGLE, TYP. 2. PAINTED HORIZONTAL CEMENTITIOUS SIDING OR APPROVED EQUAL 3. PAINTED CEMENTITIOUS SHINGLE/ SHAKE STYLE SIDING OR APPROVED EQUAL. 4. PAINTED CEMENTITIOUS BOARD & BATTEN OR APPROVED EQUAL. 5. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, AND SPECIFICATIONS. 6. EXTERIOR DOOR. SEE FLOOR PLANS, DOOR SCHEDULE, AND SPECIFICATIONS, PAINT AS NOTED. 7. DOOR/WINDOW TRIM, PAINT AS NOTED. 8. PRE -FINISHED METAL GUTTER. SEE ROOF PLAN FOR EXTENT. COLOR AS NOTED, DOWNSPOUT TO MATCH. 9. PAINTED WOOD OUTRIGGER. COLOR AS NOTED. 10. 2x HORZONTAL TRIM PAINTED, ALIGN TRIM AS SHOWN. 11. 4" VERTICAL TRIM, TYP. 12. 1x FINISH FASCIA, MDF OR EQUAL, SEE DETAILS. 13. METAL RAILING SYSTEM. COLOR AS NOTED. SEE BUILDING CROSS SECTIONS. 14. ARCHITECTURAL GABLE END VENT, PAINT AS NOTED. SEE ROOF PLANS. 15. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 16. COLUMN, POST, AND BEAM, REFER TO BUILDING CROSS SECTIONS & DETAILS. 17. WOOD TRIM OR ARCHITECTURAL FEATURE. SEE BUILDING SECTIONS. 18. PAINTED METAL HANDRAIL. MATERIAL FINISHES (SCHEME A): [-]--* [A. BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE [B. CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS [C. CEMENTITIOUS CLAPBOARD SIDING 7" ENDURING BRONZE SW 7055 SHERWIN WILLIAMS �D CEMENTITIOUS CLAPBOARD SIDING 7" SAGE MOUNTAIN 1488 BENJAMIN MOORE �E CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 BENJAMIN MOORE F❑ CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 BENJAMIN MOORE �G PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY [H. TRIM PAINTED WHITE ❑H TRIM VVI II 1 L REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 W z ,a a w �'"_ woow-� 00 �zz�zm za- 0 O � j Z = — VUmw=oC7 wIrz QJ D O' = z O z�_:_� U �¢ z L Lu z�F0F Q D� _ Z — U u = D 0 O w 92::) z w m~ UO= uJ U zQ�LLj O= U w cnr�=ac~ic=i F__ U Q Qw�ZO�Q za�Zo n Cn Q , Cn } ♦.^.aZ ooQoz Oawz-O U Q VJ W �rL('zom ��zw0 a_ w loord 0o O O oaMNQoo U U LL] =CVQ �Qo� �D0�UD . — < a v, O U U)WJN QOJ cz �a°LLwm Oo QO z?Lzo X LJJ N cz A202 A2.2 z O U rr Z O U O LLO z 0 Lu 0 U Q Lu z U ,a 00 z 00 0 O U Z = — Cn 3: QJ D O' = z O :3 O �¢ z 0 U Lu J Oz < a — m o 4..vOz o UO= 12C r z w w a U w Ir OILL - Z LL w - JZ Cn Q , Cn } ♦.^.aZ � U Q VJ W Z QLLj Q QJ Ir- (v) ON Oe N O Cn O N co Q U LL] =CVQ �Qo� = �a D . — < a v, O U U)WJN QOJ cz Oo QO X LJJ N cz A202 A2.2 z O U rr Z O U O LLO z 0 Lu 0 U Q Lu z U U rr Q 0- 0 U Z LL] z — Cn o D w O 0 Lu J — m cna 12C W > O U - Z LL c/) LLa U W c/) = 0- z A202 A2.2 z O U rr Z O U O LLO z 0 Lu 0 U Q Lu z U BUILDING B - FRONT ELEVATION (BUILDING C AND BUILDING A COLOR SCHEME B SIMILAR) 3/16" = 1'-0" A❑ LIMESTONE BORAL BUCKS COUNTRY RANDOM ASHLAR BUILDING B - REAR ELEVATION (BUILDING A COLOR SCHEME B SIMILAR) 3/16" = 1'-0" © CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 FC -1 CEMENTITIOUS 7" CLAPBOARD SIDING KNOXVILLE GRAY HC -160 © CEMENTITIOUS 7" CLAPBOARD SIDING ASHWOOD MOSS 1484 [E] CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 [F] CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 0 30 YEAR COMPOSITE SHINGLE PABCO PEWTER GRAY KEY NOTES C�::)- 1. 30 YEAR TYPE 'A' COMPOSITE SHINGLE, TYP. 2. PAINTED HORIZONTAL CEMENTITIOUS SIDING OR APPROVED EQUAL 3. PAINTED CEMENTITIOUS SHINGLE/ SHAKE STYLE SIDING OR APPROVED EQUAL. 4. PAINTED CEMENTITIOUS BOARD & BATTEN OR APPROVED EQUAL. 5. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, AND SPECIFICATIONS. 6. EXTERIOR DOOR. SEE FLOOR PLANS, DOOR SCHEDULE, AND SPECIFICATIONS, PAINT AS NOTED. 7. DOOR/WINDOW TRIM, PAINT AS NOTED. 8. PRE -FINISHED METAL GUTTER. SEE ROOF PLAN FOR EXTENT. COLOR AS NOTED, DOWNSPOUT TO MATCH. 9. PAINTED WOOD OUTRIGGER. COLOR AS NOTED. 10. 2x HORZONTAL TRIM PAINTED, ALIGN TRIM AS SHOWN. 11. 4" VERTICAL TRIM, TYP. 12. 1x FINISH FASCIA, MDF OR EQUAL, SEE DETAILS. 13. METAL RAILING SYSTEM. COLOR AS NOTED. SEE BUILDING CROSS SECTIONS. 14. ARCHITECTURAL GABLE END VENT, PAINT AS NOTED. SEE ROOF PLANS. 15. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 16. COLUMN, POST, AND BEAM, REFER TO BUILDING CROSS SECTIONS & DETAILS. 17. WOOD TRIM OR ARCHITECTURAL FEATURE. SEE BUILDING SECTIONS. 18. PAINTED METAL HANDRAIL. MATERIAL FINISHES (SCHEME B): []--o A❑ BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS CEMENTITIOUS CLAPBOARD SIDING 7" KNOXVILLE GRAY HC 160 BENJAMIN MOORE D❑ CEMENTITIOUS CLAPBOARD SIDING 7" ASHWOOD MOSS 1484 BENJAMIN MOORE E❑ CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 BENJAMIN MOORE F❑ CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 BENJAMIN MOORE �G PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY H❑ TRIM PAINTED WHITE NOTE: SOFFIT (NOT SHOWN) COLOR TO MATCH WHITE TRIM ALL VENT TERMINATIONS AND OTHER EXTERNAL UTILITY EQUIPMENT TO BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. ❑H TRIM WHITE REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 W z U T lr 00 �y •F I 0 O � j V F� =°awLE U — - -.17 r� wizC7 Umw2p ILL LU O' = z O ��_DO_�) U OC L Lu A❑ LIMESTONE BORAL BUCKS COUNTRY RANDOM ASHLAR BUILDING B - REAR ELEVATION (BUILDING A COLOR SCHEME B SIMILAR) 3/16" = 1'-0" © CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 FC -1 CEMENTITIOUS 7" CLAPBOARD SIDING KNOXVILLE GRAY HC -160 © CEMENTITIOUS 7" CLAPBOARD SIDING ASHWOOD MOSS 1484 [E] CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 [F] CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 0 30 YEAR COMPOSITE SHINGLE PABCO PEWTER GRAY KEY NOTES C�::)- 1. 30 YEAR TYPE 'A' COMPOSITE SHINGLE, TYP. 2. PAINTED HORIZONTAL CEMENTITIOUS SIDING OR APPROVED EQUAL 3. PAINTED CEMENTITIOUS SHINGLE/ SHAKE STYLE SIDING OR APPROVED EQUAL. 4. PAINTED CEMENTITIOUS BOARD & BATTEN OR APPROVED EQUAL. 5. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, AND SPECIFICATIONS. 6. EXTERIOR DOOR. SEE FLOOR PLANS, DOOR SCHEDULE, AND SPECIFICATIONS, PAINT AS NOTED. 7. DOOR/WINDOW TRIM, PAINT AS NOTED. 8. PRE -FINISHED METAL GUTTER. SEE ROOF PLAN FOR EXTENT. COLOR AS NOTED, DOWNSPOUT TO MATCH. 9. PAINTED WOOD OUTRIGGER. COLOR AS NOTED. 10. 2x HORZONTAL TRIM PAINTED, ALIGN TRIM AS SHOWN. 11. 4" VERTICAL TRIM, TYP. 12. 1x FINISH FASCIA, MDF OR EQUAL, SEE DETAILS. 13. METAL RAILING SYSTEM. COLOR AS NOTED. SEE BUILDING CROSS SECTIONS. 14. ARCHITECTURAL GABLE END VENT, PAINT AS NOTED. SEE ROOF PLANS. 15. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 16. COLUMN, POST, AND BEAM, REFER TO BUILDING CROSS SECTIONS & DETAILS. 17. WOOD TRIM OR ARCHITECTURAL FEATURE. SEE BUILDING SECTIONS. 18. PAINTED METAL HANDRAIL. MATERIAL FINISHES (SCHEME B): []--o A❑ BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS CEMENTITIOUS CLAPBOARD SIDING 7" KNOXVILLE GRAY HC 160 BENJAMIN MOORE D❑ CEMENTITIOUS CLAPBOARD SIDING 7" ASHWOOD MOSS 1484 BENJAMIN MOORE E❑ CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 BENJAMIN MOORE F❑ CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 BENJAMIN MOORE �G PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY H❑ TRIM PAINTED WHITE NOTE: SOFFIT (NOT SHOWN) COLOR TO MATCH WHITE TRIM ALL VENT TERMINATIONS AND OTHER EXTERNAL UTILITY EQUIPMENT TO BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. ❑H TRIM WHITE REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 W z U a w _LlLl woow-F- 00 ,zwzwzm zw_ 0 O � j V F� =°awLE U — V wizC7 Umw2p ILL LU O' = z O ��_DO_�) U OC L Lu z�,0�� Q � _ conZ — U u = 92::) z w D 0 O w m~ v0= uJ U zQ�LLj O= U LL cnr�=ac~ic=i L U < Q QwoLLJZOwQ zaw?ocCn C`3 Q } ♦.^.aZ o�aooQoz U Q W W zwz°wOo r' aw ?� loord §<"ozw2 O O IZW fn U U W=CV �Qo� LD�UD .— Qp�� av_, O �~ U I_ — `� r ^ J QOJ cz LLwa°moz?Lz O� Q O X '4 Lu N 25 A2.3 z O U rr U)Z O U 12CO LLO z 0 U)Lu 0 U Q Lu z U U 00 z 00 0 O U Z = — Cn �r QJ D O' = z O w O 0 Q z 0 U Lu J Oz < a — m o 4..vOz o v0= 12C r z w w a U w Ir OILL L LL w — JZ D Cn Q , cn } ♦.^.aZ � U Q VJ W Z QLLj Q QJ Ir— (v) ON Oe (.0 O Cn ONm Q U W=CV �Qo� Q = �a D .— Qp�� av_, O �~ U I_ — `� r ^ J QOJ cz WJ�N O� Q O X '4 Lu N 25 A2.3 z O U rr U)Z O U 12CO LLO z 0 U)Lu 0 U Q Lu z U U rr Q 0- 0 U Z LL] z — Cn o D w O 0 Lu J — m cna 12C W > O U — Z LL c/) D LLa U W c/) W � 0 z A2.3 z O U rr U)Z O U 12CO LLO z 0 U)Lu 0 U Q Lu z U VIEW FROM KEISER AVE LOOKING SOUTHEAST 1/4" = 1'-0" VIEW FROM PROPOSED PARK LOOKING WEST 1 /4-P = 1-npp REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 Lu .Q U °o Y z z V F =oswao oa O U rNN �w ° L Lll � 3 i10X U¢ F- oa'o° - r�oror aH N o= =Z U V 2 og°w1'w m �_ W u ,00 o o= z aNeon e Q a Ir oz a 000zooa Cr U_ ' z¢ 11 o 0aw U O = '01,0p O U u) U ,oy LLD U '°Fo01 wm m a �a_ko <z x CL UZ = � 3 z A2,3A 0 U D r ' r V) z 0 Ir O LL0 z 0 LU 0 U O N .Q U °o Y z z U oa O _= ° D c)0 N o= =Z o �w �m oQ z cn Q U Ir oz a LU Cr U_ >0 U O = O ¢ww¢ Zoo= u) U w LLD U m a � <z x CL UZ = w z Lij UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A2,3A 0 U D r ' r V) z 0 Ir O LL0 z 0 LU 0 U O N U Y CL H Lu U Z Lu Z z _ U) ° D c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL u) D LLD U m o > cc CL z D A2,3A 0 U D r ' r V) z 0 Ir O LL0 z 0 LU 0 U O N © CEMENTITOUS CLAPBOARD SIDING GRAYSTONE 1475 COMMUNITY BLDG - ELEVATION 3/16" = 1'-0" © CEMENTITOUS BOARD & BATTEN SIDING MARBLEHEAD GOLD HC -11 El 30 YEAR COMPOSITE SHINGLE PABCO PEWTER GRAY F❑ TRIM WHITE KEY NOTES (E)- 1. 30 YEAR TYPE 'A' COMPOSITE SHINGLE, TYP. 2. PAINTED HORIZONTAL CEMENTITIOUS SIDING OR APPROVED EQUAL 3. PAINTED CEMENTITIOUS SHINGLE/ SHAKE STYLE SIDING OR APPROVED EQUAL. 4. PAINTED CEMENTITIOUS BOARD & BATTEN OR APPROVED EQUAL. 5. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, AND SPECIFICATIONS. 6. EXTERIOR DOOR. SEE FLOOR PLANS, DOOR SCHEDULE, AND SPECIFICATIONS, PAINT AS NOTED. 7. DOOR/WINDOW TRIM, PAINT AS NOTED. 8. PRE -FINISHED METAL GUTTER. SEE ROOF PLAN FOR EXTENT. COLOR AS NOTED, DOWNSPOUT TO MATCH. 9. PAINTED WOOD OUTRIGGER. COLOR AS NOTED. 10. 2x HORZONTAL TRIM PAINTED, ALIGN TRIM AS SHOWN. 11. 4" VERTICAL TRIM, TYP. 12. 1x FINISH FASCIA, MDF OR EQUAL, SEE DETAILS. 13. METAL RAILING SYSTEM. COLOR AS NOTED. SEE BUILDING CROSS SECTIONS. 14. ARCHITECTURAL GABLE END VENT, PAINT AS NOTED. SEE ROOF PLANS. 15. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 16. COLUMN, POST, AND BEAM, REFER TO BUILDING CROSS SECTIONS & DETAILS. 17. WOOD TRIM OR ARCHITECTURAL FEATURE. SEE BUILDING SECTIONS. 18. PAINTED METAL HANDRAIL. MATERIAL FINISHES (SCHEME C): [ ]� A❑. CEMENTITIOUS CLAPBOARD SIDING 7" GRAYSTONE 1475 BENJAMIN MOORE CEMENTITIOUS BOARD & BATTEN SIDING MARBLEHEAD GOLD HC -11 BENJAMIN MOORE PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY �D TRIM PAINTED WHITE NOTE: SOFFIT (NOT SHOWN) COLOR TO MATCH WHITE TRIM ALL VENT TERMINATIONS AND OTHER EXTERNAL UTILITY EQUIPMENT TO BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT# PWH 17-2 Lu z oW .Q 0 z_ 00 � =oo.-} -zZ 11m V O V'o z _= Q~ _ W m: C) Um wSp C7 N D V=��� �/� V_J w w 0 z�_o_� U OC L LU OUO~� LLO�z� Q F- F.. v� �g Ec7o�mz w w --}� V Z 7ZU m U W zt6cwc i LL 03 - cn Y m l g U 5 Dm LL Q U Ir Q Zm¢z0' (� Q OOaoz Om WZLLO T a U) ' OOU Z_Urzz CD U) W i � 0 �Ocvc I— O r ¢ �0E­c) U < ¢ F_ C, N¢Ocn Cl) CD o Q O cz 0 Cc �mz: w ED 4 W o cz Z?FrO A2.4 me Ir O LL O Z rZ V W Lu 0 AI C Q Lu U .Q 0 z 00 � V O U z _= Q~ _ W 0 N D =z o �/� V_J O F_ oQ z 0 = +� U LU >_ Oz �_ MJ J 0Oz� }� Q UOS Ir 0 LU LU Z0 U w �Q i LL 03 - 0 LL Q �w JZ U wm (n ¢ , � 3 O U Z T a Lu CD z Q CD O O i ayo r- O Y �Ocvc I— O r Q. Q < ¢ F_ U Cl) CD o Q O cz o O 4 W o cz A2.4 me Ir O LL O Z rZ V W Lu 0 AI C Q Lu U U Y Q D_ V H U z w z _ W 0 D �/� V_J O 0 = LU �_ MJ V J Q Ir 0 Lu >p r U_ Z LL W 0 LL Q D U wm c/) w 3 O > T a z A2.4 me Ir O LL O Z rZ V W Lu 0 AI C Q Lu U 31-01, a.o 23'- 4 112" ❑I❑I❑I❑I❑ 9' - 5 112" FIRST FLOOR - COMMUNITY BUILDING 3/16" = 1'-0" A3.2 A3.2 4 73' - 10" 38' - 0" ❑® ❑® � I IJ II - �\ 3 A3.2 REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU .Q 00 U �e z z U =oswao o¢ _o LU z Z U rNN �w ° L Lll � 3 i10X U¢ F- oo0,- r aH or° �or _° U U x oo 0 w w mom_ W U zo oNo o= z a e< Neo�000 > z a a CZ a 9' - 5 112" FIRST FLOOR - COMMUNITY BUILDING 3/16" = 1'-0" A3.2 A3.2 4 73' - 10" 38' - 0" ❑® ❑® � I IJ II - �\ 3 A3.2 REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU .Q 00 U z z U =oswao o¢ _o LU z Z U rNN �w ° L Lll � 3 i10X U¢ F- oo0,- r aH or° �or _° U U x oo 0 w w mom_ W U zo oNo o= z a e< Neo�000 > z a a CZ a o ooz Cr U_ ' o¢ oo aw = a¢ooyo w U U U) U -<o LLD U "°Fowm m LUO a as -Ko <z x ccz CL UZ = (n I 3 z A3.1 0 U D r ' r V) Z 0 Ir O LL0 0 LU 0 U O N .Q 00 U z z U o¢ _o LU z Z _o = ° c)0 o= _° o �w oQ z w-+ > z U Ir CZ a LU Cr U_ >0 U U = O ¢ww¢ Zoo= U) U w LLD U m LUO a <z x ccz CL UZ = (n w (D z Lij UN UY 00 ID H N O O EE 2< = M1. Q LU N G = (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A3.1 0 U D r ' r V) Z 0 Ir O LL0 0 LU 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 o= �w J m Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A3.1 0 U D r ' r V) Z 0 Ir O LL0 0 LU 0 U O N FRONT- COMMUNITY BUILDING 1/811 = 1 '-0" B.O. JOIST 9' - 1 1 /8" T.O. CONCRETE 01- B.O. '- REAR - COMMUNITY BUILDING 1/811 = 1 '-0" B.O. JOIST � 9'- 1 1/8 �1 T.O. CONCRETE 0' _ 0.. RIGHT - COMMUNITY BLDG 1/811 = 1 '-0" LEFT - COMMUNITY BUILDING 1/811 = 1 '-0" B.O. JOIST, 9'- 1 1/8' T.O. CONCRETE � 0'-0" V B.O. JOIST � 9' - 1 1 T.O. CONCRETE 0' KEYNOTES CD - 1. 30 YEAR TYPE 'A' COMPOSITE SHINGLE, TYP. 2. PAINTED HORIZONTAL CEMENTITIOUS SIDING OR APPROVED EQUAL 3. PAINTED CEMENTITIOUS SHINGLE/ SHAKE STYLE SIDING OR APPROVED EQUAL. 4. PAINTED CEMENTITIOUS BOARD & BATTEN OR APPROVED EQUAL. 5. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, AND SPECIFICATIONS. 6. EXTERIOR DOOR. SEE FLOOR PLANS, DOOR SCHEDULE, AND SPECIFICATIONS, PAINT AS NOTED. 7. DOOR/WINDOW TRIM, PAINT AS NOTED. 8. PRE -FINISHED METAL GUTTER. SEE ROOF PLAN FOR EXTENT. COLOR AS NOTED, DOWNSPOUT TO MATCH. 9. PAINTED WOOD OUTRIGGER. COLOR AS NOTED. 10. 2x HORZONTAL TRIM PAINTED, ALIGN TRIM AS SHOWN. 11. 4" VERTICAL TRIM, TYP. 12. 1x FINISH FASCIA, MDF OR EQUAL, SEE DETAILS. 13. METAL RAILING SYSTEM. COLOR AS NOTED. SEE BUILDING CROSS SECTIONS. 14. ARCHITECTURAL GABLE END VENT, PAINT AS NOTED. SEE ROOF PLANS. 15. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 16. COLUMN, POST, AND BEAM, REFER TO BUILDING CROSS SECTIONS & DETAILS. 17. WOOD TRIM OR ARCHITECTURAL FEATURE. SEE BUILDING SECTIONS. 18. PAINTED METAL HANDRAIL. MATERIAL FINISHES (SCHEME C): [-[-9 A❑. CEMENTITIOUS CLAPBOARD SIDING 7" GRAYSTONE 1475 BENJAMIN MOORE CEMENTITIOUS BOARD & BATTEN SIDING MARBLEHEAD GOLD HC -11 BENJAMIN MOORE PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY D❑ TRIM PAINTED WHITE NOTE: SOFFIT (NOT SHOWN) COLOR TO MATCH WHITE TRIM ALL VENT TERMINATIONS AND OTHER EXTERNAL UTILITY EQUIPMENT TO BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 w z Q ')_ WOoW-, ¢ Y Z F Z U' Z m z" V 00 V �=o LLI I.w1z U r�//�� W UoQWQ Q� Lu LL Lu =7=�_ U HF OU¢LLO~� J O F Z J f1¢f1 I..L +� U to — -0.0°§mz 00 w V 2 o�aW�Zw 00 � Lu v Zo�WJo� o = Q cr Cc Z LL Off°- W ¢zc)�0Z¢oz a zo az C6 O -UOLLOUO (n W ¢ ¢ ¢ Llir W I �ap0Wo O ¢ WONCN u) a- N Q z 0 �a�� ¢ YQ D oOOM 0 C/)— �~ ��°�Wm J - C/)U ¢O <zFO z-�� cz W C� 00 N , ..:t LU N cz A3.2 z _O U D r� V J z O U Ir O LL O z z C) /) Lu 0 _U Q Lu I U W Q 0 O 0 ¢ Y Z V 00 U zLu _= O r�//�� W 0 Q� D ¢O = z O C/) O :3oQ z +� U LU0 < >_ ¢ �_ MJ W oz 000= r ^ V J 0 ^r C) r aww< Z i Lu cr Cc Z LL Off°- W W U Lu az C6 O I z (n w �° ¢ ¢ ¢ Llir Z O 0 0�0 coo O ¢ WONCN Q< o U �a�� ¢ YQ D 0 C/)— �~ ~r W -CO oo J - C/)U ¢O cz W C� 00 N , ..:t LU N cz A3.2 z _O U D r� V J z O U Ir O LL O z z C) /) Lu 0 _U Q Lu I U W Q U Y Q 0_ V H U zLu z Z r�//�� W 0 D C/) O LU0 �_ MJ W r ^ V J Q ^r 0 Lu \ c O H U OC Z LL cn Q D H U Lu cl) °C O Lu > oC o_ z A3.2 z _O U D r� V J z O U Ir O LL O z z C) /) Lu 0 _U Q Lu I U W ROOF PLAN - COMMUNITY BUILDING 1/8" = 1'-0" REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU Q U =opo O= O Y YQ Z_ V F =oswao Qz LU z Z rNN �w U U 3 i10X U¢ Y L Lll � F- ,a0,- r aH or° �or U N �w =Z o W U zo wNo o= a Neon e EE z a Ir EE U 000zooa oz a ' o¢ oo 1,0p aw '0 U = O ¢ww¢ U '°Fo01 wm Zoo= m LUO U �a_ko ccz CL w a � 3 x A3.4 0 U D rr U) z 0 Ir O LL0 z 0 U) 0 U O N Q U O= O Y YQ Z_ U Qz LU z Z _ U) U = Y c)0 o= N �w =Z o �m cn oQ z Ir 0 U LU oz a >0 Z U U = O ¢ww¢ U Zoo= m LUO U w ccz CL w a � x <z UZ = w (D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A3.4 0 U D rr U) z 0 Ir O LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A3.4 0 U D rr U) z 0 Ir O LL0 z 0 U) 0 U O N Q7• F�� q�� F�� 1/8" = 1'-0" REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU Q U UY Y Q z V =oswao Z O U "� rNN �w ° L3 �Lll i10X U¢ F— oo'o° - r�oror aH N o= =Z U U x 0g°o w mom_ E- W U zo oNo o= z aNeo e< 0zoo Q a a oZ a 000 ' Cr U_ o¢ oo aw = a¢ooyo O U U) U -<ow LLD U "°Fowm w a E"2 s -Ko <z x ccz CL UZ = (n 3 z A4.1 A 0 U D rr U) z 0 Ir O LL0 z 0 U) 0 U O N Q U UY Y Q z U Z O _= ° c)0 N o= =Z o �w E- �m mQ z cn Q U Ir oZ a LU Cr U_ >0 U O = O ¢ww¢ Zoo= U) U w LLD U w a � <z x ccz CL UZ = (n w(D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A4.1 A 0 U D rr U) z 0 Ir O LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A4.1 A 0 U D rr U) z 0 Ir O LL0 z 0 U) 0 U O N 1/8" = 1'-0" REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU Q U O= O Y YQ Z_ V =oswao Qz LU z Z rNN �w U U 3 i10X U¢ Y L Lll � F- ,a0,- r aH or° �or U N �w =Z o W U zo wNo o= a Neon e EE z a Ir EE U 000zooa oz a ' z¢ oo 1,0p aw '0 U = O ¢ww¢ U '°Fo01 wm Zoo= m LUO U �a_ko ccz CL w a � 3 x A4.1 B 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N Q U O= O Y YQ Z_ U Qz LU z Z _ U) U = Y c)0 o= N �w =Z o �m cn oQ z Ir 0 U LU oz a >0 Z U U = O ¢ww¢ U Zoo= m LUO U w ccz CL w a � x <z UZ = w (D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A4.1 B 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A4.1 B 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N THIRD FLOOR - BUILDING A REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU Q O= U =opo O Y YQ Z_ V F =oswao Qz U U rNN �w Y L Lll � 3 i10X U¢ F- ,a0,- r aH N or° �or =Z U �w W U zo wNo o= z a Neon e EE a Ir EE a 000zooa Cr U_ ' o¢ oo 1,0p aw = '0 U U) U w LLD U '°Fo01 wm w a �a_ko <z x ccz CL UZ = � 3 z A4.1 C 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N Q O= U O Y YQ Z_ U Qz U = Y c)0 N o= =Z o �w �m oQ z cn Q U Ir oz a LU Cr U_ >0 U U = O ¢ww¢ Zoo= U) U w LLD U w a � <z x ccz CL UZ = w (D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A4.1 C 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A4.1 C 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N FRONT - BLDG A 3/32" = 1'-0" RIGHT - BLDG A 3/32" = 1'-0" T.O. L3 PLATE 29'- 4 5/8" T.O. L3 GYP. C. 20'- 4 T.O. L2 GYP 10'- 2 3/4" T.O. CONCRETE o' -o„ LEFT - BLDG A 3/32" = 1'-0" T.O. L3 PLATE 29'- 4 5/8" T.O. L3 GYP. C. � 20'- 4 1/2" V T.O. L2 GYP 10'- 2 3/4" T.O. CONCRETE o' -o„ T.O. L3 PLATE 29'- 4 5/8" T.O. L3 GYP. C. � 20'- 4 1/2" T.O. L2 GYP 10'- 2 3/4" O. CONCRET� 0'-0„ REAR - BLDG A 3/32" = 1'-0" T.O. L3 PLATE 29'- 4 5/8" v T.O. L3 GYP. C. � 20'- 4 1 /21 /2" T.O. L2 GYP 10'- 2 3/4" T.O. CONCRETE 0'-0" �1 KEY NOTES CD - 1. 30 YEAR TYPE W COMPOSITE SHINGLE, TYP. 2. PAINTED HORIZONTAL CEMENTITIOUS SIDING OR APPROVED EQUAL 3. PAINTED CEMENTITIOUS SHINGLE/ SHAKE STYLE SIDING OR APPROVED EQUAL. 4. PAINTED CEMENTITIOUS BOARD & BATTEN OR APPROVED EQUAL. 5. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, AND SPECIFICATIONS. 6. EXTERIOR DOOR. SEE FLOOR PLANS, DOOR SCHEDULE, AND SPECIFICATIONS, PAINT AS NOTED. 7. DOOR/WINDOW TRIM, PAINT AS NOTED. 8. PRE -FINISHED METAL GUTTER. SEE ROOF PLAN FOR EXTENT. COLOR AS NOTED, DOWNSPOUT TO MATCH. 9. PAINTED WOOD OUTRIGGER. COLOR AS NOTED. 10. 2x HORZONTAL TRIM PAINTED, ALIGN TRIM AS SHOWN. 11. 4" VERTICAL TRIM, TYP. 12. 1x FINISH FASCIA, MDF OR EQUAL, SEE DETAILS. 13. METAL RAILING SYSTEM. COLOR AS NOTED. SEE BUILDING CROSS SECTIONS. 14. ARCHITECTURAL GABLE END VENT, PAINT AS NOTED. SEE ROOF PLANS. 15. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 16. COLUMN, POST, AND BEAM, REFER TO BUILDING CROSS SECTIONS & DETAILS. 17. WOOD TRIM OR ARCHITECTURAL FEATURE. SEE BUILDING SECTIONS. 18. PAINTED METAL HANDRAIL. MATERIAL FINISHES (SCHEME A): [-]--o [A. BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE 1B. CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS lC. CEMENTITIOUS CLAPBOARD SIDING 7" ENDURING BRONZE SW 7055 SHERWIN WILLIAMS �D CEMENTITIOUS CLAPBOARD SIDING 7" SAGE MOUNTAIN 1488 BENJAMIN MOORE CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 BENJAMIN MOORE F❑ CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 BENJAMIN MOORE �G PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY �H TRIM PAINTED WHITE MATERIAL FINISHES (SCHEME B): [L--* A❑. BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS CEMENTITIOUS CLAPBOARD SIDING 7" KNOXVILLE GRAY HC - 160 BENJAMIN MOORE [D. CEMENTITIOUS CLAPBOARD SIDING 7" ASHWOOD MOSS 1484 BENJAMIN MOORE E❑ CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 BENJAMIN MOORE F❑ CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 BENJAMIN MOORE �G PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY �H TRIM PAINTED WHITE NOTE: SOFFIT (NOT SHOWN) COLOR TO MATCH WHITE TRIM ALL VENT TERMINATIONS AND OTHER EXTERNAL UTILITY EQUIPMENT TO BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 Lll a .Q z W _'�_ WooW-� Q Y Z_ F Z Z m ZZ �- V 0 0 V U)0QLu Qo =n�w� U r�//�� W zLL D Lu cr) O HF O¢LLO~� J O F oz J f1af1 I..L U to — m0°zmz 00 w V W C) v Zo2WJo� o= i QLu Cc Z LL � � aw,wz "< = < a a a za- �zo� 0 O �Oa'z 0�Wz,0 [[ W ' �OOV o W 00 (DOO I �ap0W, <, �Ocvcc U Lu< -0 N Q Z U 0 0 00007 1.—r W 'CO � J C/)V ao Fa-° Lum J cz W(D oo N ZZ�o ..:t W N cz A4.2 z _O U D r r F__ W z O U Ir O LL O z rz V C/) Lu 0 _U CQ G Lu I U W .Q °o 0 Q Y Z_ V 0 0 U zLu _= O a~ � r�//�� W 0 D Qo O cr) O 0 0 z Q +� U LU J >_ Cc Q m oz 000= W C) ^r r aww� z�CCD i Lu Cc Z LL off°- W ILL W U Lu az C6 O U z j LU oC o_ Q Q Q r Z O 00 (DOO a <, �Ocvcc U Lu< -0 a Y Q D 0 �~ 1.—r W 'CO � J C/)V ao J cz W(D oo N ..:t W N cz A4.2 z _O U D r r F__ W z O U Ir O LL O z rz V C/) Lu 0 _U CQ G Lu I U W Q U Y Q 0_ V H U zLu z Z r�//�� W 0 D cr) O 0 LU J m W Q ^r 0 Lu > c O H U Z LL cl) Q D H U Lu cl) °C O Lu > oC o_ z A4.2 z _O U D r r F__ W z O U Ir O LL O z rz V C/) Lu 0 _U CQ G Lu I U W ROOF PLAN - BLDG 1/8" = 1'-0" REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU Q U =opo O= O Y YQ Z_ V F =oswao Qz LU z z rNN �w U U 3 i10X U¢ Y L Lll � F- ,a0,- r aH or° �or = U N =Z o W U zo wNo o= a Neon e EE z a Ir EE U 000zooa oz a ' o¢ oo 1,0p aw '0 U = O ¢ww¢ U '°Fo01 wm Zoo= m LUO U �a_ko ccz CL w a � 3 x A4.4 0 U D r ' r V) z 0 Ir 0 LL0 z 0 U) 0 U O N Q U O= O Y YQ Z_ U Qz LU z z _ U) U = Y cn 0 0 = N =Z o ~ m cn oQ z Ir 0 U LU oz a >0 Z U U = O ¢ww¢ U Zoo= m LUO U w ccz CL w a � x <z UZ = w (D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A4.4 0 U D r ' r V) z 0 Ir 0 LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z z _ U) 0 cn 0 0 = LU ~ m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A4.4 0 U D r ' r V) z 0 Ir 0 LL0 z 0 U) 0 U O N 1 Q.5' All FIRST FLOOR - BUILDING B 1/8" = 1'-0" REVISIONS W PVFICMT DATE 12/15/17 PW H 17-2 LU Q O= U =opo O Y YQ Z_ U F- =oswao Qz U V rNN �w Y L Lll � 3 i10X U¢ F- oa'oor° - r aH N �or =Z U U x oo °o w m E- W U zo wNo o= z a0, < Q a 00- a oZ a o Cr U_ ' ¢ oya000¢" aUU w OU ¢ww¢ Zoo= U) U LLD U Fo-o "°- w a aowmos <z x ccz CL UZ = (n I 3 z A5.1 A II M U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N Q O= U O Y YQ Z_ U Qz U = Y c)0 N o= =Z o �w �m oQ z cn Q U Ir oZ a LU Cr U_ >0 U = OU ¢ww¢ Zoo= U) U w LLD U w a � <z x ccz CL UZ = (n w(D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ o co Y Q ED 0 rn — U uj QO iz o(7w o 4 Lu A5.1 A II M U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A5.1 A II M U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N SECOND FLOOR - BUILDING B 1 /A -P - 1 p_fYp REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU Q O= U =opo O Y YQ Z_ V F =oswao Qz U U rNN �w Y L Lll � 3 i10X U¢ F- ,a0,- r aH N or° �or =Z U �w W U zo wNo o= z a Neon e EE a Ir EE a 000zooa Cr U_ ' o¢ oo 1,0p aw = '0 U U) U w LLD U '°Fo01 wm w a �a_ko <z x ccz CL UZ = � 3 z A5.1 B 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N Q O= U O Y YQ Z_ U Qz U = Y c)0 N o= =Z o �w �m oQ z cn Q U Ir oz a LU Cr U_ >0 U U = O ¢ww¢ Zoo= U) U w LLD U w a � <z x ccz CL UZ = w (D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A5.1 B 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A5.1 B 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N 1/8" = 1'-0" REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU Q U O= O Y YQ Z_ V =oswao Qz LU z Z rNN �w U U 3 i10X U¢ Y L Lll � F- ,a0,- r aH or° �or U N �w =Z o W U zo wNo o= a Neon e EE z a Ir EE U 000zooa oz a ' z¢ oo 1,0p aw '0 U = O ¢ww¢ U '°Fo01 wm Zoo= m LUO U �a_ko ccz CL w a � 3 x A5.1 C 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N Q U O= O Y YQ Z_ U Qz LU z Z _ U) U = Y c)0 o= N �w =Z o �m cn oQ z Ir 0 U LU oz a >0 Z U U = O ¢ww¢ U Zoo= m LUO U w ccz CL w a � x <z UZ = w (D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A5.1 C 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A5.1 C 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N FRONT - BLDG B 3/32" = 1'-0" T.O. L3 PLATE 29'- 4 5/8" T.O. L3 GYP. C. � 20' - 4 1/2" 1 T.O. L2 GYP 10'- 2 3/4" T.O. CONCRETE 0' LEFT - BLDG B RIGHT - BLDG B 3/32" = 1'-0" 4 3/32" = V-0" REAR - BLDG B 3/32" = 1'-0" T.O. L3 PLATE 29' - 4 5/8" -.O. L3 GYP. C. � 20' - 4 1/2" �I T.O. L2 GYP 10'-23/4" O. CONCRETE 0'_0„ T.O. L3 PLATE 29' - 4 5/8" F.O. L3 GYP. C. � 20'- 4 1 T.O. L2 GYP 10'- 2 3/4" O. CONCRETE o' -o„ T.O. L3 PLATE 29'- 4 5/8" �1 O. L3 GYP. C. � 20'- 4 1 T.O. L2 GYP. 10'-23/4" D. CONCRETE 0'-0" �1 KEY NOTES CD - 1. 30 YEAR TYPE W COMPOSITE SHINGLE, TYP. 2. PAINTED HORIZONTAL CEMENTITIOUS SIDING OR APPROVED EQUAL 3. PAINTED CEMENTITIOUS SHINGLE/ SHAKE STYLE SIDING OR APPROVED EQUAL. 4. PAINTED CEMENTITIOUS BOARD & BATTEN OR APPROVED EQUAL. 5. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, AND SPECIFICATIONS. 6. EXTERIOR DOOR. SEE FLOOR PLANS, DOOR SCHEDULE, AND SPECIFICATIONS, PAINT AS NOTED. 7. DOOR/WINDOW TRIM, PAINT AS NOTED. 8. PRE -FINISHED METAL GUTTER. SEE ROOF PLAN FOR EXTENT. COLOR AS NOTED, DOWNSPOUT TO MATCH. 9. PAINTED WOOD OUTRIGGER. COLOR AS NOTED. 10. 2x HORZONTAL TRIM PAINTED, ALIGN TRIM AS SHOWN. 11. 4" VERTICAL TRIM, TYP. 12. 1x FINISH FASCIA, MDF OR EQUAL, SEE DETAILS. 13. METAL RAILING SYSTEM. COLOR AS NOTED. SEE BUILDING CROSS SECTIONS. 14. ARCHITECTURAL GABLE END VENT, PAINT AS NOTED. SEE ROOF PLANS. 15. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 16. COLUMN, POST, AND BEAM, REFER TO BUILDING CROSS SECTIONS & DETAILS. 17. WOOD TRIM OR ARCHITECTURAL FEATURE. SEE BUILDING SECTIONS. 18. PAINTED METAL HANDRAIL. MATERIAL FINISHES (SCHEME A): [-]� xA. BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE �B. CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS FfNl CEMENTITIOUS CLAPBOARD SIDING 7" ENDURING BRONZE SW 7055 SHERWIN WILLIAMS �D CEMENTITIOUS CLAPBOARD SIDING 7" SAGE MOUNTAIN 1488 BENJAMIN MOORE CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 BENJAMIN MOORE F❑ CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 BENJAMIN MOORE �G PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY �H TRIM PAINTED WHITE MATERIAL FINISHES (SCHEME B): [-1--o A❑. BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS CEMENTITIOUS CLAPBOARD SIDING 7" KNOXVILLE GRAY HC - 160 BENJAMIN MOORE [D. CEMENTITIOUS CLAPBOARD SIDING 7" ASHWOOD MOSS 1484 BENJAMIN MOORE E❑ CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 BENJAMIN MOORE F❑ CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 BENJAMIN MOORE �G PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY [H. TRIM PAINTED WHITE NOTE: SOFFIT (NOT SHOWN) COLOR TO MATCH WHITE TRIM ALL VENT TERMINATIONS AND OTHER EXTERNAL UTILITY EQUIPMENT TO BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 Lll a z W .Q WooW-� a Y Z FZ Z m ZZ � V 00 VU)0Q Lu Qo U r�//�� W w�z LL LU LL Lu 0~� a � :3oQ J ff11 +� U t FO¢LLDzoM m00FS wV oz 000= JoLL o= vz02W Q r aww� z�CCD i Cc Z LL Q Ia-,z 0 a U Lu �0¢oz 0�WZLLO [[ W ' U z j (n �OOV w W I �apLP 0Wo O E a u) a- N Q Z � 0 U �a�� 00OM07 0 ��°�Wm ~r W 'CO � J — C/)V ao ZZ�o cz W CD o0 cV I..L ..:t W N cz A5.2 z _0 U D r r F__ W z O U Ir O LL O z rz V C/) Lu 0 _U CQ G Lu I U W .Q °o 0 a Y Z V 00 U zLu _= o r�//�� W 0 a0 =z o cr) O :3oQ z +� U LU0 J < >_ m oz 000= W C) Ir r aww� z�CCD i Lu Cc Z LL off°- W W U Lu az C6 O U z j (n oC o_ w a a a Llir co Z O OIN O E a WONCN o U �a�� a YQ D 0 �~ ~r W 'CO � J — C/)V ao cz W CD o0 cV I..L ..:t W N cz A5.2 z _0 U D r r F__ W z O U Ir O LL O z rz V C/) Lu 0 _U CQ G Lu I U W U Y Q 0_ V H U zLu z Z r�//�� W 0 cr) O LU0 J m W Q Ir 0 Lu > c O H U Z LL cl) Q D H U Lu cl) °C O Lu > oC o_ z A5.2 z _0 U D r r F__ W z O U Ir O LL O z rz V C/) Lu 0 _U CQ G Lu I U W ROOF PLAN - BLDG B 1/8" = 1'-0" REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU Q O= U =opo O Y YQ Z_ V F =oswao Qz U U rNN �w Y L Lll � 3 i10X U¢ F- ,a0,- r aH N or° �or =Z U �w W U zo wNo o= z a Neon e EE a Ir EE a 000zooa Cr U_ ' o¢ oo 1,0p aw = '0 U U) U w LLD U '°Fo01 wm w a �a_ko <z x ccz CL UZ = � 3 z A5.3 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N Q O= U O Y YQ Z_ U Qz U = Y c)0 N o= =Z o �w �m oQ z cn Q U Ir oz a LU Cr U_ >0 U U = O ¢ww¢ Zoo= U) U w LLD U w a � <z x ccz CL UZ = w (D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A5.3 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A5.3 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N FIRST FLOOR - BUILDING C 1/A -P - 1-RPp NOTE: SEE BUILDING A FOR EXTERIOR WALL DIMENSIONS REVISIONS W PVRIGMT DATE 12/15/17 m PW H 17-2 Lu Q U =opo O= O Y YQ Z_ V F- =oswao Qz Lu z Z U rNN �w U L Lll � 3 i10X U¢ Y F- ,a0,- r aH or° �or U N �w =Z o W U zo wNo o= a Neon e EE z a Ir EE U 000zooa oz a ' o¢ oo 1,0p aw '0 U = O ¢w(D¢ D U '°Fo01 wm Zoo= m LUO U �a_ko cr C z a � 3 x A6.1 A 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N Q U O= O Y YQ Z_ U Qz Lu z Z _ U) U = Y c)0 o= N �w =Z o �m cn oQ z Ir 0 U LU oz a >0 Z U U = O ¢w(D¢ D U Zoo= m LUO U Lu cr C z a x C/) <z UZ = w z Lij UN UY M ID H co O O =2Q In M Q o LU= N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 Lu A6.1 A 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N U Y CL H Lu U Z Lu z Z _ U) ° D c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL u) Da D U m LUO cr C z A6.1 A 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N SECOND FLOOR - BUILDING C 1/8" = 1'-0" REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU Q O= U =opo O Y YQ Z_ V F =oswao Qz U U rNN �w Y L Lll � 3 i10X U¢ F- ,a0,- r aH N or° �or =Z U �w W U zo wNo o= z a Neon e EE a Ir EE a 000zooa Cr U_ ' o¢ oo 1,0p aw = '0 U U) U w LLD U '°Fo01 wm w a �a_ko <z x ccz CL UZ = � 3 z A6.1 B 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N Q O= U O Y YQ Z_ U Qz U = Y c)0 N o= =Z o �w �m oQ z cn Q U Ir oz a LU Cr U_ >0 U U = O ¢ww¢ Zoo= U) U w LLD U w a � <z x ccz CL UZ = w (D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A6.1 B 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A6.1 B 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N THIRD FLOOR - BUILDING C 1/8" = 1'-0" REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU Q O= U =opo O Y YQ Z_ V F =oswao Qz U U rNN �w Y L Lll � 3 i10X U¢ F- ,a0,- r aH N or° �or =Z U �w W U zo wNo o= z a Neon e EE a Ir EE a 000zooa Cr U_ ' o¢ oo 1,0p aw = '0 U U) U w LLD U '°Fo01 wm w a �a_ko <z x ccz CL UZ = � 3 z A6.1 C 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N Q O= U O Y YQ Z_ U Qz U = Y c)0 N o= =Z o �w �m oQ z cn Q U Ir oz a LU Cr U_ >0 U U = O ¢ww¢ Zoo= U) U w LLD U w a � <z x ccz CL UZ = w (D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 4 Lu A6.1 C 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A6.1 C 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N FRONT - BLDG C 3/32" = 1'-0" T.O. L3 P LATE 29'- 4 5/8" T.O. L3 GYP. C. � 20' - 41 T.O. L2 GYP. 10'_ 2 3/4" T.O. CONCRETE 0'-0„ RIGHT - BLDG C LEFT - BLDG C 3/32" = l' -O" U 3/32" = l' -O" REAR - BLDG C 3/32" = 1'-0" T.O. L3 P LATE 29'- 4 5/8" T.O. L3 GYP. C. 20'- 4 1 T.O. L2 GYP. 10'_ 2 3/4" T.O. CONCRETE 01- T.O. '- T.O. L3 PLATE 29'- 4 5/8" T.O. L3 GYP. C. � 20' - 4 1 /21 /2" T.O. L2 GYP 10'-23/4" T.O. CONCRETE T.O. L3 PLATE &-� 29'- 4 5/8" V T.O. L3 GYP. C. � 20'- 4 1 /21 /2" T.O. L2 GYP 10'-23/4" T.O. CONCRETE � 0' - 0" �1 KEY NOTES CE) - 1. 30 YEAR TYPE 'A' COMPOSITE SHINGLE, TYP. 2. PAINTED HORIZONTAL CEMENTITIOUS SIDING OR APPROVED EQUAL 3. PAINTED CEMENTITIOUS SHINGLE/ SHAKE STYLE SIDING OR APPROVED EQUAL. 4. PAINTED CEMENTITIOUS BOARD & BATTEN OR APPROVED EQUAL. 5. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, AND SPECIFICATIONS. 6. EXTERIOR DOOR. SEE FLOOR PLANS, DOOR SCHEDULE, AND SPECIFICATIONS, PAINT AS NOTED. 7. DOOR/WINDOW TRIM, PAINT AS NOTED 8. PRE -FINISHED METAL GUTTER. SEE ROOF PLAN FOR EXTENT. COLOR AS NOTED, DOWNSPOUT TO MATCH. 9. PAINTED WOOD OUTRIGGER. COLOR AS NOTED. 10. 2x HORZONTAL TRIM PAINTED, ALIGN TRIM AS SHOWN. 11. 4" VERTICAL TRIM, TYP. 12. 1x FINISH FASCIA, MDF OR EQUAL, SEE DETAILS. 13. METAL RAILING SYSTEM. COLOR AS NOTED. SEE BUILDING CROSS SECTIONS. 14. ARCHITECTURAL GABLE END VENT, PAINT AS NOTED. SEE ROOF PLANS. 15. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 16. COLUMN, POST, AND BEAM, REFER TO BUILDING CROSS SECTIONS & DETAILS. 17. WOOD TRIM OR ARCHITECTURAL FEATURE. SEE BUILDING SECTIONS. 18. PAINTED METAL HANDRAIL. MATERIAL FINISHES (SCHEME B): A❑. BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS CEMENTITIOUS CLAPBOARD SIDING 7" KNOXVILLE GRAY HC - 160 BENJAMIN MOORE [D. CEMENTITIOUS CLAPBOARD SIDING 7" ASHWOOD MOSS 1484 BENJAMIN MOORE E❑. CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 BENJAMIN MOORE F❑ CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 BENJAMIN MOORE �G PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY [H. TRIM PAINTED WHITE NOTE: SOFFIT (NOT SHOWN) COLOR TO MATCH WHITE TRIM ALL VENT TERMINATIONS AND OTHER EXTERNAL UTILITY EQUIPMENT TO BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. BUILDING C TO USE COLOR SCHEME B - SEE A2.3 FOR COLOR MATERIAL SAMPLES FOR THIS SCHEME REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 Lll a z W .Q WooW-� Q Y Z_ FZ Z m ZZ � C 0 VU)0Q Lu Qo =n�w U W zLL Q� D Lu C/) O HF O¢LLO~� J O F oz J f1af1 I..L +z U V to — 2 ��°�mz 00 00 w � oz 000= o�aW�Zw o= QLu v Zoo<WJoFw aww< z�CcD i Lu aLu( aW0oM =a LL a�� a za-Oz W W U Lu 0oa O�ZozO az C6 W� ' 'OOV o W I �apOW0, Llir Z O Lu Q Z U Nu) 0 M a— c) , a Fa-= Lum 0 �~ <zFO Z - ~ J C/)V ao CD J cz W o m N A6.2 z _O U D r r F__ � /1 z O U Ir O LL O z z C) Lu 0 _U CQ G Lu I U W .Q °o 0 Q Y Z_ C 0 U z _= O a~ � W 0 Q� D Qo = z O C/) O :3oQ I cl z +z U LU J Cc >_ m oz 000= W C) Ir r aww< z�CcD i Lu Cc Z LL off°- W W U Lu az C6 O U z j LU oC o_ Q Q Q Llir Z O 00 C-0OO E a �Ocvcco , a 0 �~ 1.—r W 'CO � J C/)V ao CD J cz W o m N t'1— ..:t W N cz A6.2 z _O U D r r F__ � /1 z O U Ir O LL O z z C) Lu 0 _U CQ G Lu I U W U Y Q 0_ C H U z Lu z z W 0 D C/) O 0 I LU J m W Q Ir 0 Lu > c O U Z LL cn Q 0 F__ U Lu cl) °C O Lu > oC o_ z A6.2 z _O U D r r F__ � /1 z O U Ir O LL O z z C) Lu 0 _U CQ G Lu I U W ROOF PLAN - BLDG C 1/8" = 1'-0" REVISIONS W PVFICMT DATE 12/15/17 m PW H 17-2 LU Q O= U =opo O Y YQ Z_ V F =oswao Qz U U rNN �w Y L Lll � 3 i10X U¢ F- ,a0,- r aH N or° �or =Z U �w W U zo wNo o= z a Neon e EE a Ir EE a 000zooa Cr U_ ' o¢ oo 1,0p aw = '0 U U) U w LLD U '°Fo01 wm w a �a_ko <z x ccz CL UZ = � 3 z A6.3 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N Q O= U O Y YQ Z_ U Qz U = Y c)0 N o= =Z o �w �m oQ z cn Q U Ir oz a LU Cr U_ >0 U U = O ¢ww¢ Zoo= U) U w LLD U w a � <z x ccz CL UZ = w (D z UN UY M ID H co O O =2Q In M Q o LU N G (� ~ ¢ O co Y Q ED 0 rn — U uj QO cz O O 7 w A6.3 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N U Y CL H LU U Z LU z Z _ U) ° c)0 o= �w �m cn Q Ir 0 LU Cr U_ >0 Z LL U) D LLD U m LUO ccz CL D A6.3 0 U D r ' r V) z 0 Ir O LL0 z 0 U) 0 U O N PROJECT rn O w � Cl) n n I I I 000��000000000000� o� n-1 ------ 0C7 CC7 n n w C>C7C�C> J nnnC�nnC�nnC�IHlnnnnn�n�nnnnnnnnnn� UNIVERSITY DISTRICT AFFORDABLE HOUSING II UNIVERSITY DISTRICT ROHNERT PARK, CA SCHEMATIC SET / NOT FOR CONSTRUCTION Pacific West Architecture 430 E. STATE STREET, SUITE 100 EAGLE, IDAHO 83616 (208) 461-0022 fax (208) 461-3267 ALASKA - ARIZONA - CALIFORNIA - COLORADO - HAWAII - IDAHO - LOUISIANA - MONTANA - NEVADA - NEW MEXICO - NORTH DAKOTA - OREGON - SOUTH DAKOTA - U.S.V.I. - UTAH - WASHINGTON - WYOMING -L SME C7 N L� I I I n I I I C7 C7 C7 C I ---------------------------� PACIFIC WEST ARCHITECTURE THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF DOUGLAS L GIBSON. NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS L GIBSON. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. COPYRIGH-C BY PACIFIC WEST ARCHITECTURE T T T A T• T T ii iii i Np!'1 iilia R � Z --m g � V N V � Z () 1 SITE PHOTOMETRIC SCALE: 1'=30'-0' NORTH m= LG'NGINEEI2IPVT G 440 East Corporate Dr., Ste. 103 Meridian ID 83642 ph 208-288-2181 fax 208-288-2182 prom REVISIONS 8/03/17 JJF PWH17-2 W w-WESow �x¢o x F- x F w 0 0 0 _ U U�oLL2LLWQ LL �oo�a h wW w LWPAZ 2J �zWmF v' �Q�OLCJUOw U¢ V S SLLOOWU,NNZU =yU a m U 2p 2 F� m o�31jN �yx y3;�U Q V T@dT W 2 om p 2¢ Q 0MUF o U ' ao wM-0aro NOza��z x¢� �J$ HLL � E1.01 0 U 0 It 0 H O z LU U Q LU U U) z O G7 O 0 U_ z - Y 0 Q D m Cn 60C~7 C/) O ozz �0v2 o = 06 HJ LU m � 2 U) a3Q Er 0 (D Er ¢> 0 5 LL 7 <ZQ LLU t- � in i Q � x Q t- aO Y 0 ¢ a rn z � m ¢¢ ¢m 5 U �aom �09!8 o W QO LLF o Cal o /^� E1.01 0 U 0 It 0 H O z LU U Q LU U U) Q U Y It ¢ a w z 0 U_ z m Cn C/) O o = HJ LU m U) Er 0 W Er 0 Z LL LLU in in U w a rn °r! ¢ a z � E1.01 0 U 0 It 0 H O z LU U Q LU U U) $'A L/THON/A L/GHT/NG umber LDN6-30/10-1,067R-LD 40K 120 DDB Series -.1111111111111111111111111111111. Notes Color temperature (CCT) FEATURES & SPECIFICATIONS Color temperature lumens' INTENDED USE —Typical applications include corridors, lobbies, conference rooms and private offices. Type Finish CONSTRUCTION — Galvanized steel mounting/plaster frame; galvanized steel junction box with A 27/ bottom -hinged access covers and spring latches. Reflectors are retained by torsion springs. 05 500 lumens 25 2500 lumens L06 Downlight Vertically adjustable mounting brackets with commercial bar hangers provide 3-3/4" total adjustment. LSS Semi -specular MVOLT Multi -volt Two earn binationW-3/4"and fou r%" knockouts for straight-th rough condu it runs. Capacity: 8(4in,4 30/ 3000K out). No. 12 AWG conductors, rated for 90°C. LW6 Wallwash LDN6 Accommodates 12"-24" joist spacing. 120 120V lumen packages; 5000K, 4000K and Passive cooling thermal management for 25°C standard; high ambient (40°C) option available. Light 3500K 15 1500 lumens i 40 4000 lumens engine and drivers are accessible from above or below ceiling. BR' Black LS Specular Max ceiling thickness 1-1/2". LINEAR LED 6" OPEN and WALLWASH LED OPTICS— LEDs are binned to a 3 -step SDCM; 80 CRI minimum. 20 2000 lumens 50 SOOOlumens Non -IC LED light source concealed with diffusing optical lens. I e New Construction Downlight General illumination lighting with 1.0 5/MH and 55° cutoffter source and source image. in sinking. LED thermal management Self -flanged anodized reflectors in specular, semi -specular, or matte diffuse finishes. Also available in nd painted � Na � ELECTte ICALblack olt (12ors. ELECTRICAL—Multi-volt(120-277V,50/60Hz)eldoLEDO-10Vdimming drivers mounted tojunction ftL IGHT LOCATION'" ® box, 10%or 1%minimum dimming level available. All values are design or typical values, measured under laboratory conditions at 25°C. round and octagonal, 4" square, O-1OVdimming fixture requirestwo (2) additional low -voltage wires to be pulled. 70% lumen maintenance at 50,000 hours. including coverage of light output, color stability, driver E+ LISTINGS — Certified to US and Canadian safety standards. Damp location standard (wet location, ,I E rq covered ceiling optional). ENERGY STAR* certified product. Patents: * ° 0` WARRANTY — 5 -year limited warranty. Complete warranty terms located at * .W www.acuitybrands.com/CustomerResources/Terms and conditions.asox ___-. . . CP Note: Actual performance may differ as a result of end-user environment and application. . � piece silicone gasket seals door All values are design or typical values, measured under laboratory conditions at 25 °C. — Black painted flange Specifications subject to change without notice. Wet location pole for site lighting application. 40 A+ Capable options indicated Equivalency: ELR ,,,, by this color background. RRL __ RELOC®-read luminaire connectors enable asim Y 1 ' r 1 ' ' 1 Lead times will vary depending on options selected. Consult with your sales representative. Example: LDN6 35/15 L06AR LSS MVOLT EZ10 LDN6 FMLL 40K 120 DDB Series -.1111111111111111111111111111111. Performance Package Color temperature (CCT) Series Color temperature lumens' Aperture/TrimColor 40K 4000K Finish Voltage LDN6 6" round 27/ 2700K 05 500 lumens 25 2500 lumens L06 Downlight AR Clear LSS Semi -specular MVOLT Multi -volt Super durable TGIC carbon 30/ 3000K 10 1000 looters : 30 3000 lumens LW6 Wallwash WR' White LD Matte diffuse 120 120V lumen packages; 5000K, 4000K and 35/ 3500K 15 1500 lumens i 40 4000 lumens withstand extreme climate BR' Black LS Specular 277 277V LINEAR LED 40/ 4000K 20 2000 lumens 50 SOOOlumens m LISTINGS I e 347' 347V Driver in sinking. LED thermal management 5 -year limited warranty. Complete warranty terms located at the small and medium forms and www.acuitybrands.com/CustomerResources/Terms and conditions.asox Five-year warranty. NOTE: Actual performance may differ as a result of end-user environment and application. conduction and natural convection All values are design or typical values, measured under laboratory conditions at 25°C. round and octagonal, 4" square, Specifications subject to change without notice. including coverage of light output, color stability, driver single gang and masonry junction EZ10 eldoLED10%0-10V performance and fixture finish. SF° SinglefuseHAD' Patents: High ambient option 40°C (-40°F to 104°F]. High ambient EZ1 eldoLED1%0-1 OV .W TRW' White painted flange CP Chicago Plenum American Bureau of Shipping (ABS) : piece silicone gasket seals door 89% of initial light output after TRBLs Black painted flange ' WL Wet location pole for site lighting application. half-inch NPT threaded conduit Equivalency: ELR Batter ack remote YP (remote) RRL __ RELOC®-read luminaire connectors enable asim Y P le and consistent �r C/)w� ELI Batterypack /1) factor installed o tion across all ABL luminaire brands. Refer to RRL Q= NPS80EZ nLi ht®dimmin9 Packcontrols0-10Ve1doLEDdrivers. for completenomenclature.Available only inRRLA,RRLB,RRLAE, and RRLCI2S. wONc� O NPS80EZERI nLight® dimming pack controls O-1OVeIdoLEDdrivers. Ell USPOM US point ofmanufacture I-__ o o -.I- • . CO controls fixtures on emergency circuit. CZ LUI Z5— Notes 1 Overall hei htvaries based on lumen package; referto dimensional chart onpage3. 9 P 9. Accessories: Order as separate catalog number. 2 Not available with finishes. 3 Not available with emergency options. EA( ISSM375 Compact interruptible emergency AC power system 4 120V only. EAC ISSM125 Compact interruptible emergency AC power system 5 Available with clear (AR) reflector only. GRA68JZ Oversized trim ring with 8" outside diameter' 6 Add "SD"for self-diagnostic option (i.e. ELSD) SCA6 Sloped ceiling adapter. Refer to TECH -SCA for more options. 7 Must specify voltage 120V or 277V. 8 Fixture height is 6.5" for all lumen packages with HAO. DOWNLIGHTING LONG BE21 21" Era® Bell PicoEmitter® LED IoM LIGHTING kl_bel7eled_spec.pdf JOB TYPE P3 NOTES APPROVALS FEATURES Certifications ■ PicoEmitter®technology' ■ C -10V dimming drivers standard ■ Available in 580nm 3000K, 4000K and SOOOK ■IP66 certified CZ/nul us standard CCT LISTED W a ■ Type 1, 2, 3, 4, 5, R, L standard distributions 3000K and warmer CCU only SPECIFICATIONS 195/6" (490.5 mm) Approx. Weight = 46 lbs. EPA 0.8 for 1A. 21' See Configuration for Additional EPAs. (533.4 mm) ORDERING CODE 2B BE21 4 E35 120E 5K UV DB ".. Fixture Distribution Drive Current Source Color Tem erature' Black A30 120V Button Photocell e- 1A 1 Arm Side Mt. 0.8 p Voltages BL e -e 2B 2 Arm Side Mt. 1.6 SE21 1 Type I E35 35OmA PicoEmitter 120L 120 LEDs 2K 580nm3 UV 120-277V OR Dark Bronze A31 208V Button Photocell T 3Y* 3 Arm Side Mt. 2.4 2 Type II 3K 3000K 347 347V4 GT Graphite A32 240V Button Photocell 4SC 4Arm Side Mt. 2.8 3 Type III 4K 4000K LG Light Gray A33 277V Button Photocell 480480V° N 1W Single Wall Mt. War 4 Type IV SK 5000K PS Platinum Silver p34 480V Button Photocell 5 TypeV TT Titanium A35 347V Button Photocell `Availehle routs polesanty. EPA efor Future onlyWH White R Type R, Right L Type L, Left CC Custom Color* `Consult Representative " =='��,== SF 120, 277,347 Line Volts LS Polycarbonate NFONeighbor Friendly Wireless Pole Arm Pole Tenon Mount Wall Mount 51�le OF 208, 240,480 Line Volts Lenss,6 Optic, photometry WIR-RMI-10 120-347V, 1 000' range, WiScape HA01L HA01L-TM1 Post Top Crook RF mesh controls stem with availabletorType Y HA02L HA02L-TM1,HA02L-TM2, HA02L-W Side Pole Crook III/IV.AII othesoff/on/dim motion, photo, HA02L-TM3 HA02L-TM4 consult facto GPS location, alert, monitoring factory and metering capabilities. HA03L HA03L-TM1,HA03L-TM2, Post Top Swept Cast Arm HA03L-TM3 HA03L-TM4 Motion HAUL HAI L-TM1,HAI 1L-TM2, HAUL -W Side Pole Swept Cast Arm SCL-R Round Pole Mounted HAUL-TM3, HAI 1L-TM4 Occupancy Sensor up to 16' HAl2L HAl2L-TM1, HAl2L-TM2, HAl2L-W Side Pole S -Shaped Up e Cast Arm HA72L-TM3 HAl2L-TM4 SCL-S Square Pole Mounted , HA Arm Occupancy Sensor up to 16' HA14L HA14L-TM1,HA14L-TM2, HA14L-W Side Pole Neo-ClassicArm SCH-R Round Pole Mounted HA14L-TM3, HA14L-TM4 Occupancy Sensor l6'to30' HA31L HA31L-TM1,HA31L-TM2, HA31L-W Side Pole Arm w/ro p Scroll SCH-S Square Pole Mounted HA31L-TM3, HA31L-TM4 Occupancy Sensor 16' to 30' HA33L HA33L-TM1,HA33L-TM2, HA33L-W Side Pole Ribbon Arm HA33L-TM3, HA33L-TM4 wlTop Gusset HA35L HA35L-TM1 HA35L-W Side Pole Ribbon Arm vi/Top Brace HA37L HA37L-TM1 HA37L-W Side Pole Ribbon w/To p For Pole Spec Select: http://www.kimlighting.com/productstarms_and-poles/ Brace, Bottom Scroll For Control Spec Select: http://trpssl.com/index.html HA38L HA38L-TM1 HA38L-W Side Pole Ribbon w/rop Brace, Bottom Gusset ' US Patent No. D674,965 S. Other patents pending. 6 35OmA only. ' For cvandal in locations where fixtures can be reached by optics and color temperature configurations,contact factory. 6 Use only when vandalism is anticipated to be high. Required only for Kim Lighting reserves the right to 3 Turtle friendly. P Y change specifications without notice. ° 347V & 480V currents may be supplied with step-down tranformer. unauthorized persons. © 2017 KIM LIGHTING 1 17760 Rowland Street I City of Industry I CA 91748 ,�� ® HUBBELL I 1 1 P 626.968.5666 1 F 626.369.2695 1 www.kimlighting.com I Rev. May 16 2017 - E "" Lighting IA L/THON/A L/GHT/NGNuumbembe ° `r OLLWD LED 40K 120 DDB Notes FEATURES & SPECIFICATIONS Type WSI INTENDED USE Provides years of maintenance -free illumination for outdoor use in residential & commercial applications. Ideal for applications such as lighting walkways and stairways for safety and security. Outdoor General Purpose CONSTRUCTION Cast -aluminum housing with corrosion -resistant paint in either dark bronze or white finish. OLLWD /� O �� ADA compliant. OPTICS LED WALL CYLINDER LIGHT 4000K CCT LEDs. Polycarbonate lens protects the LED from moisture, dirt and other contaminants. -1 LUMEN MAINTENANCE: The LED will deliver 70% of its initial lumens at 50,000 hour average LED life. See P—W \ Lighting Fads label on page 2 for performance details. ELECTRICAL MVOLT driver operates on any line voltage from 120-277V Operating temperature -3OoC to 40°C. 1 KV surge protection standard. INSTALLATION Surface mounts to universal junction box (provided by others). A�iiiiiiiisaiiiiiar i LISTINGS UL Listed to U.S. and Canadian safety standards for wet locations. O!" 04M Tested in accordance with IESNA LM -79 and LM -80 standards. WARRANTY — 5 -year limited warranty. Complete warranty terms located at www.acuitybrands.com/CustomerResources/Terms and conditions.aspx Actual performance may differ as a result of end-user environment and application. All values are design ortypicalvalues, measured under laboratory conditions at25°C. Specifications Note: Specifications subject to change without notice. All dimensions are inches (centimeters) 9;- Q--, //1fi 3-11/16 (9.41 (9.41 L 4-5/16 4-5/16 (11.0) (11.0) T - T 5-I 91/4 05.01 8 05.0) (23.4) 111 l 1 For shortest lead times, configure products using bolded options. Example: OLLWD LED P140KMVOLTDDB OLLWD LED FMLL 40K 120 DDB Series -.1111111111111111111111111111111. Performance Package Color temperature (CCT) Voltage _ Finish M OLLWD LED Downlight P1 40K 4000K MVOLT 12OV-277V DDB Dark bronze OLLWULED Up&downlight CONSTRUCTION 30827 2700K 120 12OVI WH White Notes 1 Only available with OLLWU and in DDB. DECORATIVE INDOOR & OUTDOOR OLLWO-OLLWU kf® L17 -MCA /A L/al GHT/NG® FMLL electrical wiring compartment. Number 30840 Width Notes FEATURES & SPECIFICATIONS 9 9" INTENDED USE Type LPI Provides an LED lighting platform to deliver general ambient lighting for surface -mount ceiling 30835 3500K applications. Light engine delivers long life and excellent color to ensure a quality, low -maintenance reflector providing high -efficiency light installation. Decorative Indoor CONSTRUCTION 30827 2700K Metal parts are die formed from code -gauge steel. Diffuser is 100% textured durable white acrylic. includes impact -resistant Continuous side Flanges on fixture body provide light trap and continuous diffuser support to prevent L E D L i t e u ff accidental opening and simplify maintenance. Super durable TGIC carbon Finish: Five -stage iron phosphate pretreatment assures superior paint adhesion and rust resistance. requirements for full cutoff Painted parts finished with high -gloss, high -reflectivity baked white polyester enamel (low VOC). Linear Low Profile OPTICS powder coat paint. Super durable Thermal formed diffuser is of highly transmissive material to minimize lamp image and provides high- lumen packages; 5000K, 4000K and angle brightness control. One piece contemporary design wrap around diffuser soften appearance for Flush F I u s h M o u n t improved aesthetics. withstand extreme climate ELECTRICAL convective durability. LEDs moisture and cooling. LEDs are protected behind a glass lens. Housing is sealed against moisture and prof ced optimize thermal management through against Long -life LEDs, coupled with a high -efficiency driver, provide extended service life. Standard input = 35 LINEAR LED watts, 88 lumens per watt. FMLL is rated to deliver L70 performance at 50,000 hours. Fixture operates color and gloss retention of the at 120volts, 60Hz. m LISTINGS I e CSA certified to US and Canadian standards. Listed for damp locations. ENERGY STAR® certified. Note: Actual performance may differ as a result of end-user environment and application. WARRANTY sinking. LED thermal management 5 -year limited warranty. Complete warranty terms located at the small and medium forms and www.acuitybrands.com/CustomerResources/Terms and conditions.asox Five-year warranty. NOTE: Actual performance may differ as a result of end-user environment and application. conduction and natural convection All values are design or typical values, measured under laboratory conditions at 25°C. round and octagonal, 4" square, Specifications subject to change without notice. including coverage of light output, color stability, driver Specifications Width: 9-1/4 (23.5) Length: 47-7/8 (121.7) Depth: 3-1/4 (8.3) Weight: 7.18 Ills All dimensions are inches centimeters unless otherwise indicated. 1 ' 1 1 ' . 1 For shortest lead times, configure products using bolded options. Example: FMLL 9 30840 P Replacement a P DFMLL 9 1'x 4'white acrylic diffuser Notes 1 Use with non -dimmable switches only. DECORATIVE INDOOR FMLL DESCRIPTION L u m a r k The patented Lumark Crosstour- LED Wall Pack Series of luminariesXTOR113-120 provides an architectural style with super bright, energy efficient LEDs. V1/P1 The low -profile, rugged die-cast aluminum construction, universal back box, stainless steel hardware along with a sealed and gasketed optical compartment make the Crosstour impervious to contaminants. The Crosstour wall luminaire is ideal for wall/surface, inverted mount for r' - fagade/canopy illumination, post/bollard, site lighting, floodlight and low level pathway illumination including stairs. Typical applications include building entrances, multi -use facilities, apartment buildings, institutions, -h ­ lc ctairn, and 1—ii— ri—L- t—t Construction Optical electrical wiring compartment. Series' Width CRI/C6lortemperature FMLL 9 9" 30840 4000K aluminum hinged removable door engineered mirrored anodized 30835 3500K and back box. Matching housing reflector providing high -efficiency 30830 3000K styles incorporate both a small illumination. Optical assembly 30827 2700K P Replacement a P DFMLL 9 1'x 4'white acrylic diffuser Notes 1 Use with non -dimmable switches only. DECORATIVE INDOOR FMLL DESCRIPTION L u m a r k The patented Lumark Crosstour- LED Wall Pack Series of luminariesXTOR113-120 provides an architectural style with super bright, energy efficient LEDs. V1/P1 The low -profile, rugged die-cast aluminum construction, universal back box, stainless steel hardware along with a sealed and gasketed optical compartment make the Crosstour impervious to contaminants. The Crosstour wall luminaire is ideal for wall/surface, inverted mount for r' - fagade/canopy illumination, post/bollard, site lighting, floodlight and low level pathway illumination including stairs. Typical applications include building entrances, multi -use facilities, apartment buildings, institutions, -h ­ lc ctairn, and 1—ii— ri—L- t—t Construction Optical electrical wiring compartment. Slim, low -profile LED design Silicone sealed optical LED Integral LED electronic driver with rugged one-piece, die-cast chamber incorporates a custom incorporates surge protection. 120 - aluminum hinged removable door engineered mirrored anodized 277V 5O/6OHz or 347V 6OHz models. and back box. Matching housing reflector providing high -efficiency entry hubs. Flood light mounting accessories (sold separately) include knuckle, integral slipfitter and yoke mounting options. Each flood mount accessory comes with a top visor and styles incorporate both a small illumination. Optical assembly Finish and medium design. The small includes impact -resistant Crosstour is protected with a housing is available in 12W, 18W tempered glass and meets IESNA Super durable TGIC carbon and 26W. The medium housing requirements for full cutoff bronze or summit white polyester is available in the 38W model. compliance. Available in seven powder coat paint. Super durable Patented secure lock hinge feature lumen packages; 5000K, 4000K and TGIC powder coat paint finishes allows for safe and easy tool -less 3000K CCT. withstand extreme climate electrical connections with the convective durability. LEDs moisture and cooling. LEDs are protected behind a glass lens. Housing is sealed against moisture and prof ced optimize thermal management through against conditions while providing optimal supplied push -in connectors. Back Electrical color and gloss retention of the box includes three half-inch, NPT LED driver is mounted to the installed life. threaded conduit entry points. The die-cast housing for optimal heat Note: Actual performance may differ as a result of end-user environment and application. universal back box supports both sinking. LED thermal management Warranty the small and medium forms and system incorporates both Five-year warranty. mounts to standard 3-1/2" to 4" conduction and natural convection five (5) years from the date of delivery to the end user, round and octagonal, 4" square, to transfer heat rapidly away from including coverage of light output, color stability, driver single gang and masonry junction the LED source. 12W, 18W, 26W performance and fixture finish. boxes. Key hole gasket allows and 38W series operate in -40°C to Patents: for adaptation to junction box or 40°C (-40°F to 104°F]. High ambient The FFLED design is protected by U.S. Pat. D643,147, wall. External fin design extracts 50°C models available. Crosstour Canada Pat. 140798, China Pat. ZL201130171304.1, Mexico Pat. 36757 and pending stent in Taiwan. P 9 P heat from the fixture surface. One- luminaires maintain greater than American Bureau of Shipping (ABS) : piece silicone gasket seals door 89% of initial light output after For use on Mobile Offshore Drilling Units (MODU) and and back box. Minimum 5" wide 72,000 hours of operation. Three shipping vessels. pole for site lighting application. half-inch NPT threaded conduit Equivalency: Not recommended for car wash entry points allow for thru-branch Equivalent to 7OW Metal Halide. applications. wiring. Back box is an authorized DIMENSIONS ESCUTCHEON PLATES 12W,1o " 6-3/4" [171mml 38W 8" [203.m1 t0" [254mm] O1 44H . J o 445mm 17-1/2" [ 1 o 0 12W, 18W, 26W L 72W, 78W, 26W- 5-3/4" [146mm] 3-5/8" [92mm] 38W 38W 6-5/8" [168mm] 4" [102mm] t7-1/2" [445mm[ . iko 1 10"[254mml 1 E_T•N Powering Business Worldwide XTOR CROSSTOUR LED APPLICATIONS: WALL / SURFACE POST/BOLLARD LOW LEVEL FLOODLIGHT INVERTED SITE LIGHTING 14'kBE21 21" Era' Bell PicoEmitter° LED MM LIGHTING kI_bel7eled_5pec.pdf JOB TYPE P1 NOTES APPROVALS FEATURES Certifications PlcoEmitter technology,- ■ 0 10V dimming drivers standard � us L Available in 580nm 3000K 4000K and SOOOK ■ c IP66 certified O standard CCT LISTED -0 1 ■ Type 1, 2, 3, 4, 5, R, L standard distributions 3000K and —,.a, CM .nly SPECIFICATIONS 195/6" (490.5 mm) I L f 4 Approx. Weight = 46 lbs. EPA 0.8 for 1A. 21' � See Configuration for Additional EPAs. (533.4 mm) ORDERING CODE yl�] ". E21 4 E1E 5K UV DB M , . 35 20E�] , . . • e `11, 1A 1 Arm Side Mt. 0.8 Fixture Distribution Drive Current Source Color TemperatureVoltages BL Black A30 120V Button Photocell e -e 2B 2 Ann Side Mt. 1.6 BE21 1 Type I E35 35OmA PicoEmitter 120L 120 LEDs 2K 580nm3 UV 120-277V DB Dark Bronze A31 208V Button Photocell •r 3Y* 3 Arm Side Mt. 2.4 2 Type II 3K 3000K 347 347V4 GT Graphite A32 240V Button Photocell y +_ 4SC 4 Arm Side Mt. 2.8 3 Type III 4K 4000K 480 480V` LG Light Gray A33 277V Button Photocell N 1W Single Wall Mt. n/a 4 Type IV 5K 5000K PS Platinum Silver A34 480V Button Photocell "Available routs polganly. EPA is b, nnure only 5 Type V TT Titanium A35 347V Button Photocell R Type R, Right WH White L Type L, Left CC Custom Color* `Consult Representative 4 e SF 120, 277,347 Line Volts LS Polycarbonate NFONeighbor Friendly Wireless Pole Arm Pole Tenon Mount Wall Mount Stle OF 208,240,480UneVolts Lenss.6 Optic, photometry WIR-RMI-10 120-347V, 1 000' range, WiScape HA01L HA01L-TM1 Post Top Crook available for Type RF mesh control system with HA02L HA02L-TM1, HA02L-TM2, HAO2L-W Side Pole Crook III/IVAII others, off/on/dim, motion, photo, HA02L-TM3, HA02L-TM4 consult factory GPS location, alert, monitoring HA03L HA03L-TM1,HA03L-TM2, Post Top Swept Cast Arm and metering capabilities. HA03L-TM3, HA03L-TM4 Motion HA11L HAI L-TM1,HAI 1L-TM2, HAI 1L -W Side Pole Swept Cast Arm Round Pole Mounted - SCLR HA11L-TM3 HAIILTM4 Occupancy Sensor up to 16' HAI 2L HAl2L-TM1,HAl2L-TM2, HAl2L-W Side Pole S-shaped Up • SCL-S Square Pole Mounted HAI 2L-TM3,HAI 2L-TM4 Cast Arm HA Arm Occupancy Sensor up to 16' HA14L HA14L-TM1,HA14L-TM2, HA14L-W Side Pole Neo -Classic Arm SCH-R Round Pole Mounted HA14L-TM3, HA14L-TM4 Occupancy Sensor l6'to30' HA31L HA31L-TM1,HA31L-TM2, HA31L-W Side Pole Arm wino p Scroll SCH-S Square Pole Mounted HA31 L-TM3, HA31 L-TM4 Occupancy Sensor l6'to30' HA33L HA33L-TM1,HA33L-TM2, HA33L-W Side Pole Ribbon Ann HA33L-TM3, HA33L-TM4 w/rop Gusset HA35L HA35L-TM1 HA35L-W Side Pole Ribbon Ann w/rop Brace HA37L HA37L-TM1 HA37L-W Side Pole Ribbon w/ro P For Pole Spec Select: http://wwwBrace, Bottom Scroll kimlighting.com/producis/arms_and�aoles/ For Control Spec Select: http:l/trpssl.comlindex.html HA38L HA38L-TM1 HA38L-W Side Pole Ribbon w/rop Brace, Bottom Gusset ' US Patent No. D674,965 S. Other patents pending. s 35OmA only. 6 For custom optics and color temperature confi urations contact facto Use only when vandalism is anticipated to be high. Required only for P p 9 - ry. Y P 9 q Y Kim Lighting reserves the right to 3 Turtle friendly vandal protection in locations where fixtures can be reached by change specifications without notice. ° 347V & 480V currents may be supplied with step-down tranformer unauthorized persons. © 2017 KIM LIGHTING 1 17760 Rowland Street I City of Industry I CA 91748a.. ® HUBBELL I 1 P 626.968.5666 1 F 626.369.2695 1 www.kimlighting.com I Rev, May 16 2017 Lighting OLWX1 LED conalm OLWXI-L -beED-20W-40K-DDB LED Wall Luminaire are 10-mb 11111` i` I ! 1iighting ry'e WP2 ! N "t facts FR CN", Hit the Tab key or mouse over the page to see all Interactive elements. Introduction a.63 As versatile as it is efficient, the OLWX1 is designed to replace up to 25OW metal halide while saving Specifications over 87% in energy costs. It combines multiple Width: 7-1/2" mounting options with the latest generation of (19.) Height: 81, 8 o O LEDs for aw II pack luminaire that converts to a (20.3 coal L whole lot more. Whether you are mounting it to a Depth: 3" recessed junction box, conduit/through wiring, as (7.62 (M) L-_ an u light, as a down light, or as a flood light -the Weight: 5lbs n 3 z.97 P g r 9 (2,27kg) L441 OLWX1 has you covered. Flush or backbox mount • EXAMPLE: OLWX1 LED 20W 50K OLWX1 LED Series I Performance Package I Color Temperature I Voltage I Controls I Finish OLWXILED 13W 13 watts 40K 4000 K' (blank) MVOLT' (blank) None (blank) Dark bronze 2OW 20 watts 50K 5000K 120 120V PE 120Vbutton photocell '' 4OW 40 watts 347 347V NOTES Accessories 1 Not available with 347V option. a eereeondshipped"pa-ly 2 MVOLT driver operates on any line voltage from 120-277V (50/6OHz). OLWXITS Slipfitter - size 1 3 Specify 120V when ordering with photocell (PE option). OLWXIYK Yoke - size) 1 r.. 11 OLWXITHK Knuckle-slzel = Listings FEATURES & SPECIFICATIONS INSTALLATION Prepared By: INTENDED USE Easily mounts to recessed junction boxes with the included wall mount bracket, or for surface CERTIFICATION DATA Thevematility ofthe OLWXI LED combines a sleek,low-profilewall pack design and high -output mounting and conduit entry- with the included junction boxwith five 1/2" threaded conduit UL/cUL Wet Location Listed LM79 / LM80 Compliant LEDs to provide an energy efficient, low maintenance LED wall pack suitable for replacing up to 250W metal halide fixtures. Available flood light mounting accessories convert the OLWX1 LED into a highly entry hubs. Flood light mounting accessories (sold separately) include knuckle, integral slipfitter and yoke mounting options. Each flood mount accessory comes with a top visor and ROHS Compliant efficient flood light. vandal guard. Luminaire may be wall or ground mounted in downward or upward orientation. ADA Compliant Cold Weather Starting: LISTINGS NOM Compliant Models P 0LWX1 LED is ideal for outdoor applications such as building perimeters, loading areas, driveways UL Listed to U.S. and Canadian safety standards for wet locations. Rated for -40° C minimum IP66 Ingressed Protection Rated and sign and building flood lighting. ambient. Tested in accordance with IESNA LM -79 and LM -80 standards. DesignLights Title 24 Compliant 208V: 0.15A Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. DesignLights Consortium® Qualified* CONSTRUCTION Please check the DLC Qualified Products List at wwmdesignlights.org to confirm which L70 Lifespan: Rugged cast -aluminum housing with textured dark bronze polyester powder paint for lasting versions are qualified. TECHNICAL DATA convective durability. LEDs moisture and cooling. LEDs are protected behind a glass lens. Housing is sealed against moisture and prof ced optimize thermal management through against WARRANTY 40°C Maximum Ambient Temperature environmental contaminants (IP65). 5 -year limited warranty. Complete warranty terms located at: External Supply Wiring 90°C Minimum Rectangular shaped LED floodlight designed to replace 7OW Metal Halide. Patent www.acuitybrands.com/CustomerResources/T rms_and_conditions.aspx. EPA OPTICS High-performance LEDs behind clear glass for maximum light output. Light engines are available Note: Actual performance may differ as a result of end-user environment and application. Effective Projected Area (Sq. Ft.): in 4000K and 5000K CCTs. See Lighting Facts label and photometry reports for specific fixture performance. All values are design or typical values, measured under laboratory conditions at 25°C. Specifications subject to change without notice. XTORI B, XTOR2B, XTOR36=0.34 XTOR4B=0.45 ELECTRICAL Light engine consists of 1 high -efficiency Chi On Board COB LED with integrated circuit board 9 9 9 cY P (COB) 9 mounted directly to the housing to maximize heat dissipation and promote long life (L73/100,000 SHIPPING DATA: hours at 250C). Electronic drivers have a power factor >90% and THD <20% and a minimum 2.SkV Approximate Net Weight: surge rating. Flood light mounting accessories include an additional 6kV surge protection device. 3.7 - 5.25 lbs. tl.7 - 2.4 kgs.] One Lithonia Way * Conyers, Georgia 30012 * Phone: 800.279.8041 • www.lithonia.com L/THON/A Y Y � 9 L/GHT/NG ®2013-2017 Acuity Brands Lighting, Inc All rights reserved. TD514013EN — 2017-07-25 12:21:59 %p BE21 �� 21" Era' Bell PicoEmitter° LED IoM LIGHTING kl_bel7eled_spec.pdf JOB TYPE P2 NOTES APPROVALS — FEATURES Certifications PlcoEmitter technology, ■ - 9Y 0 10V dimming drivers standard U ■ L Available in 580nm 3000K 4000K and SOOOK ■ IP66 certified C us 1 standard CCT LISTED %W Nqw ■ Type 1, 2, 3, 4, 5, R, L standard distributions 3000K and warmer CCTs only SPECIFICATIONS 195/6" (490.5 mm) Approx. Weight = 46 lbs. EPA 0.8 for IA. 21' See Configuration for Additional EPAs. (533.4 mm) ORDERING CODE 1A BE21 2 E35 120E 5K UV m���... 0 .. 090MEM-M M - ".. - - DB e- 1A 1 Arm Side Mt. 0.8 Fixture Distribution Drive Current Source Color Temperature' Voltages BL Black A30 120V Button Photocell e -e 2B 2 Arm Side Mt. 1.6 BE21 1 Type I E35 35OmA PicoEmitter 120L 120 LEDs 2K 580nm3 UV 120-277V DB Dark Bronze A31 208V Button Photocell •r 3Y* 3 Arm Side Mt. 2.4 2 Type II 3K 3000K 347 347V° GT Graphite A32 240V Button Photocell 3 Type III 4K 4000K LG Light Gray p33 277V Button Photocell 45C 4Arm Side Mt. 2.8 480480V° N 1W Single Wall Mt. n/a 4 Type IV SK 5000K PS Platinum Silver A34 480V Button Photocell Type TT Titanium `Available routs poles anN. EPA hfor Future only T YP A35 347V Button Photocell R Type R, Right WH White L Type L, Left CC Custom Color* `Consult Representative • 4. e , , .. SF 120, 277,347 Line Volts LS Polycarbonate NFONeighbor Friendly Wireless Pole Arm Pole Tenon Mount Wall Mount Stade OF 208, 240,480 Line Volts Lenss,6 Optic, photometry WIR-RMI-10 120-347V, 1 000' range, WiScape HA01L HAO1L-TM1 Post Top Crook available for Type RF mesh control system with HA02L HA02L-TM1, HA02L-TM2, HA02L-W Side Pole Crook III/IV.All others, off/on/dim, motion, photo,HA02L-TM3, HAO2L-TM4 consult factory GPS location, alert, mies. ing HA03L HA03L-TM1,HA03L-TM2, Post Top Swept Cast Arm and metering capabilities. HA03L-TM3, HAO3L-TM4 Motion HA11L HA11L-TM1,HA11L-TM2, HAUL -W Side Pole Swept Cast Arm SCL-R Round Pole Mounted HAI 1 L-TM3, HAI I L-TM4 Occupancy Sensor u to 16' HAl2L HAl2L-TM1 HAI HAl2L-W Side Pole S-shaped Up e SCL-S Square Pole Mounted HAl2L-TM3,HAl2L-TM4 Cast Arm HA Arm Occupancy Sensor up to 16' HA14L HA14L-TM1, HA14L-TM2, HA14L-W Side Pole Neo-ClassicArm SCH-R Round Pole Mounted HA14L-TM3, HA14L-TM4 Occupancy Sensor 16' to 30' HA31L HA31L-TM1,HA31L-TM2, HA31L-W Side Pole Arm w/ropScroll SCH-S Square Pole Mounted HA31L-TM3, HA31L-TM4 Occupancy Sensor 16' to 30' HA33L HA33L-TM1,HA33L-TM2, HA33L-W Side Pole Ribbon Arm HA33L-TM3, HA33L-TM4 w/Top Gusset HA35L HA35L-TM1 HA35L-W Side Pole Ribbon Arm w/rop Brace HA37L HA37L-TM7 HA37L-W Side Pole Ribbon w/To P For Pole Spec Select: http://wwwkimlighting.comlproducts/arms_and-poles/ Brace Bottom Scroll For Control Spec Select: http:/Itrpssl.com/index.html HA38L HA38L-TM1 HA38L-W Side Pole Ribbon w/rop Brace, Bottom Gusset ' US Patent No. D674,965 S. Other patents pending. 6 35OmA only. ' For custom optics and color temperature configurations,contact factory. 6 Use only when vandalism is anticipated to be high. Required only for Kim Lighting reserves the right to 3 Turtle friendly vandal protection in locations where fixtures can be reached by change specifications without notice. ° 347V & 480V currents may be supplied with step-down tranformer. unauthorized persons. © 2017 KIM LIGHTING 1 17760 Rowland Street I City of Industry I CA 91748 Hues■ ® HUBBELL I 1 1 P 626.968.5666 1 F 626.369.2695 1 www.kimlighting.com I Rev. May 16 2017 Lighting FFLED18 RAB L I G H T I N G Type: GR1 Date: Project: = Listings Airflow: Optical Prepared By: Airflow, technology heat sink for superior cooling. NEMA Type: Suitable For Wet Locations. Suitable for ground Ambient Temperature: NEMA Beam Spread of 7H x 6V mounting. Suitable for use in 104° F (40° C) ambient Electrical 4i Driver Info LED Info This product is on the Design Lights Consortium (DLC) Cold Weather Starting: Type: Constant Current Watts: 18W - 277VAC 0.4 Amps. 12OV: 0.2A Color Temp: 5000K IESNA LM -79 & LM -80 Testing: 208V: 0.15A Color Accuracy: 72 CRI arm. 24OV: 0.13A L70 Lifespan: 100000 California Title 24: 277V: 0.11A Lumens: 2310 LED Characteristics Input Watts: 23W Efficacy: 103 LPW Rectangular shaped LED floodlight designed to replace 7OW Metal Halide. Patent Efficiency: 80% Lifespan: Semi -specular anodized aluminum. Pending airflow technology ensures long LED and driver lifespan. Use for building 100,000 -hour LED lifespan based on IES LM -80 P Gaskets: RAB warrants that our LED products will be free from facade lighting, sign lighting, LED landscape lighting and instant -on security lighting. Color: Bronze Weight: 4.8 lbs DETAIL 1 /E1.02 defects in materials and workmanship for a period of LEDs: High-temperature silicone gaskets five (5) years from the date of delivery to the end user, Multi -chip, high -output, long -life LEDs Technical Specifications = Listings Airflow: Optical UL Listing: Airflow, technology heat sink for superior cooling. NEMA Type: Suitable For Wet Locations. Suitable for ground Ambient Temperature: NEMA Beam Spread of 7H x 6V mounting. Suitable for use in 104° F (40° C) ambient Electrical DLC Listed: temperatures. Driver: This product is on the Design Lights Consortium (DLC) Cold Weather Starting: Constant Current, Class 2, 100 - 277V, 50 - 60 Hz, 100 Qualified Products List and is eligible for rebates from DLC Member Utilities. Minimum starting temperature is -40° F (-40° C) - 277VAC 0.4 Amps. DLC Product Code: P00001 70B Thermal Management Housing: Surge Protection: IESNA LM -79 & LM -80 Testing: Die-cast aluminum housing, lens frame and mounting 6kV RAB LED luminaires have been tested by an arm. Other independent laboratory in accordance with IESNA LM- Mounting: California Title 24: 79 and LM -80, and have received the Department of Energy "Lighting Facts" label. Heavy-duty mounting arm with "O" ring seal & See FFLEDIB/PC, FFLEDI8/PCS, FFLEDI8/PC2 or LED Characteristics stainless steel screw. FFLED18/PCS2 for a 2013 Califomia Title 24 128 Reflector: compliant model. Lifespan: Semi -specular anodized aluminum. Warranty: 100,000 -hour LED lifespan based on IES LM -80 P Gaskets: RAB warrants that our LED products will be free from results and TM -21 calculations. DETAIL 1 /E1.02 defects in materials and workmanship for a period of LEDs: High-temperature silicone gaskets five (5) years from the date of delivery to the end user, Multi -chip, high -output, long -life LEDs Finish: including coverage of light output, color stability, driver Color Consistency: Formulated for high -durability and long lasting color. performance and fixture finish. 7 -step MacAdam Ellipse binning to achieve consistent Green Technology: Patents: fixture -to -fixture color. Mercury and UV free. RoHS compliant components. The FFLED design is protected by U.S. Pat. D643,147, Color Stability: tY Polyester powder coat finish formulated without the use of VOC or toxic heavy metals. Canada Pat. 140798, China Pat. ZL201130171304.1, Mexico Pat. 36757 and pending stent in Taiwan. P 9 P LED color temperature is warrantied to shift no more LED American Bureau of Shipping (ABS) : than 200K in CCT over a 5 year period. WALL For use on Mobile Offshore Drilling Units (MODU) and Color Uniformity: LITHONIA shipping vessels. RAB's range of CCT (Correlated Color Temperature) 10 Equivalency: follows the guidelines of the American National --—---1.-- 9 x.... 1— ,tel Ana � BUILDING ENTRY COLUMNS Equivalent to 7OW Metal Halide. IP Rating: Ingress Protection rating of IP66 for dust and water Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 1 of 2 Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice FLUSH HANDHOLE AND COVER BASE COVER 3 1 BASE PLATE 2 1' NONSHRINK GROUT 4#5 VERTICAL REINFORCING 1' CHAMFER AROUND EDGE BAR EVENLY SPACED AROUND PERIMETER EXPOSED CONCRETE TO HAVE #4 REINFORCING AT 6' O.C. SACK FINISH. M HORIZONTAL 4 BARE COPPER BOND FROM N FINISHED GRADE BOLT TO REBAR WITH EXOTHERMIC WELD OR COMPRESSION FITTING I�_iIII III II47 Z_ W IIIIII I. 111l II III � � N Z BASE OF 4500 PSIi M U CONCRETE. EXPOSED N PORTIONS TO HAVE \ - , Z SACK FINISH. _ M - 3' MIN. X24' MIN. — POLE BASE MUL GENE AL NOTES: 1. WHERE CONCRETE SLAB OR PAVING IS IN DIRECT CONTACT WITH POLE BASE, THE BASE IS CONSTRAINED AND THE FOOTING EMBED MAY BE REDUCED AS NOTED. 2. COORDINATE STRUCTURAL REQUIREMENTS WITH STRUCTURAL ENGINEER. POLE BASE DETAL DYED NOTES: 1. PROVIDE STAINLESS STEEL LOCKNUTS AND LOCKWASHERS. 2. PROVIDE ANCHOR BOLTS TO MATCH PATTERN AS PROVIDED BY MANUFACTURER. 3. STUB 3/4'C-6' ABOVE POLE BASE. POLE BASE DETAIL SCALE: N.T.S. N EXTERIOR LUMINAIRE SCHEDULE - Rohnert Park Apts. = O LUMINAIRE MANUFACTURER CATALOG NUMBER LAMPS WATTS VOLTS MOUNTING COMMENTS A LITHONIA :::LDN6-30/10-L06AR-LD LED 13 120 RECESSED COMMUNITY BLDG. PORCH AND MAILBOX HUT GR1 RAB FFLED26N LED 26 120 WALL MONUMENT SIGN LIGHT LP1 LITHONIA FMLL 30840 LED 36 120 FLUSH GARBAGE DUMPSTER ENCLOSURES P1 KIM LIGHTING 1A-BE21-4-E35-120L-5K-UV-DB LED 128 120 DETAIL 1 /E1.02 SITE POLE LIGHTING P2 KIM LIGHTING 1A-BE21-2-E35-120L-5K-UV-DB LED 128 120 DETAIL 1 /E1.02 SITE POLE LIGHTING P3 KIM LIGHTING 2B-BE21-4-E35-120L-5K-UV-DB (2)LED LED 256 120 DETAIL 1 /E1.02 SITE POLE LIGHTING WP1 LUMARK CROSSTOUR XTOR1 B-120 LED 12 120 WALL WALL PACKS WP2 LITHONIA OLWX1 LED 20W 40K LED 22 120 WALL BREEZEWAY LIGHTING WS1 LITHONIA OLLWD P1 40K 120 DDB LED 10 120 WALL BUILDING ENTRY COLUMNS REVISIONS COPYRIGHT DATE 8/03/17 DRAWN BY JJF PROJECT # PWH 17-2 LU a W 0 ¢ F— �z�ZC7=w UO O Cr OILL. T =UF—WDDU U U 00 L.L. = L.L. LLI Cr •■� =(D000�¢ F - 3:Z w F- w cn LV = LL0¢O¢UOr Masons �' ¢GDv00F—o ILL. LU 1 r I < O 0 U U z W Q 2 0 M 0 LL W 0 O _ W r, Z cap Lr t- F_ 0 U m LU Q V �rOLU �Lr= = zIrcncr�§F= �U ¢w=Ocn¢�_ =Q O Lr F— W LL Cn Cr Z Z L LI D~ — C3:L — z Lr 0- LLI _¢wF-Oz>-� O Cr W < 0 0 = O U LU F- M0-¢QOOcn — O Z O_ Z =Cr_ ��0 4 P)� §E C-) = O 0 I W =O(.D Z � � 100 0 r— co = I.— O cr OOCr3 Z QZ _ = O Q O O x 3: U LU I � = Q Q Z W ZD = , 002 O ' _ LL L Q Q U) U LU = _#---r U Q z Q lW �r = ¢ I— 0 C_ O OT z 0 E Q Q � I— Q Q = i Q O Y � ZD �r C/)w� Q 0 /1) w Q= I-__ CIO C0 ZD wONc� O I-__ o o -.I- • . CO CZ LUI Z5— ^ 0 — � LU - Q U Y Ci Q 0- I— _ W Z = 0 0 Or_~z U r— Er Cl) cn O >_ LU r— co Cl) < cr LU cr C:) z��H C_: < CCl-- Cr Cr, C l -- F__ F__ Cr, U CC W LL 0 or_ z 0- ==El ENGINEER ING 002 91440 East Corporate Dr., Ste. 103 Meridian ID 83642 ph 208-288-2181 fax 208-288-2182 project Exhibit B CONDITIONS OF APPROVAL Resolution No. 2018-15 UNIVERSITY DISTRICT AFFORDABLE HOUSING — AT UNIVERSITY DISTRICT ON-GOING CONDITIONS The conditions below shall apply to the University District Affordable Housing Project (PLDP17-0003) at University District. The University District Development Area Plan shall be developed in accordance with the General Plan (GP), University District Specific Plan (UDSP) including Design Guidelines, Mitigation Measures (MMs) identified in the UDSP Final Environmental Impact Report (FEIR), Development Agreement (DA) between the City and University District LLC and Vast Oak Properties L.P., the Rohnert Park Municipal Code (RPMC), and the Design and Construction Standards. General Requirements 1) The applicant shall comply with all documents approved by the City Council and adhere to all verbal representations and exhibits presented by the applicant at the Planning Commission and\or City Council meeting for approval of the University District Specific Plan project unless subsequently revised by the City. 2) The applicant shall comply with the FEIR and Consistency Analysis. In addition the applicant shall pay the cost to monitor the mitigation measures identified in the FEIR for the UDSP Project (SCH # 2003122014) kept on file in the Development Services Department. The requirements contained in the Mitigation Monitoring Program (MMP) shall be incorporated into these conditions and constructed in accordance with the MMP. 3) The applicant shall comply with all terms of the DA, including without limitation, the requirements set forth in Exhibit D (II)(C) and (E) to record an Affordable Housing Agreement and to prepare a marketing and implementation plan. The Affordable Housing Agreement shall be recorded against the property no later than prior to the issuance of a building permit for the project. 4) The applicant agrees to indemnify, hold harmless and defend the City, its officers, agents, elected and appointed officials, and employees, from any and all liability or claims that may be brought against the City arising out of its approval of the University District Affordable Housing DAP save and except that caused by the City's active negligence. 5) By accepting the benefits conferred under the University District Affordable Housing DAP, the applicant acknowledges all the conditions imposed and accepts the DAP subject to those conditions with full awareness of the provisions, as may be amended from time to time, and the RPMC, as applicable. 6) The use of the property by the applicant/grantee for any activity authorized by University District Affordable Housing DAP shall constitute acceptance of all of the conditions and obligations imposed by the City. The applicant/grantee by said acceptance waives any challenge as to the validity of these conditions. 7) All improvements shall comply with all applicable sections of the City of Rohnert Park Municipal Code and any other applicable relevant plans of affected agencies, unless superseded by the Specific Plan for this property. 8) The development of this project shall be consistent with all other approvals associated with this project (e.g. UDSP/Design Guidelines). 9) The applicant shall obtain all necessary permits and clearances from the Rohnert Park Building and Public Safety Departments prior to occupancy of the project. 10) Prior to issuance of the final occupancy permit for the first building, approval of a Transportation System Management (TSM) plan by the Planning Manager is required. The plan is required to demonstrate a significant reduction in parking demand (minimum of 10%) and may include the following measures (or similar) to achieve the reductions: a) Work with Sonoma County Transit to identify and construct a bus stop adjacent to the project; b) Provide for a future bike sharing program; C) Create and implement a parking management system plan for resident and guest parking (i.e. assigned spaces, resident stickers, fee for additional vehicles, etc.); d) Provide for secure bicycle parking above code requirements; and/or e) Other measures to reduce parking demand. Site Plan, Landscapingand nd Signs 11) All improvements shall be in conformance with the submitted Site Plans, Exterior Elevations, and Landscape Plans, except as modified herein. 12) The applicant shall complete a Lot Line Adjustment between the project site and the adjoining property to the east (Griffin's Grove Park). 13) Prior to any grading on this property the applicant shall file for, receive approvals for and cause recordation of a Lot Line Adjustment required by condition of approval 11. 14) All plant materials proposed for use within the project shall be in conformance with the University District Plant Material Matrix contained in Appendix B of the Specific Plan. 15) The design of all entrances to the site shall be subject to Department of Public Safety approval. 16) The designs and locations of decorative paving treatments shall be subject to staff review and approval. 17) The Planning Manager shall have the authority to administratively approve minor variations to the exterior residential color schemes, materials, and finishes that may be subsequently proposed following DAP approval. 18) Air conditioning or mechanical ventilation shall be provided to allow occupants to close windows and doors for adequate noise isolation. Any ground -mounted air conditioning units proposed shall be screened from public view by fencing or landscaping with the final design subject to Staff approval. Any roof -mounted mechanical equipment shall be concealed so as not to be visible from public view. This condition shall not apply to roof - mounted photo -voltaic panels, with approval of the building and planning divisions. 19) Design and placement of walls and fences, and gates shall be in accordance with the standards included in University District Affordable Housing DAP and shall be approved by planning staff. 20) All residential buildings and dwelling units shall display illuminated street numbers in a prominent location in such a position that the numbers are easily visible to approaching emergency vehicles. The numbers shall be of a contrasting color to the background to which they are attached and four (4) inches minimum in height. 21) The project applicant shall design and construct all project facilities in accordance with the most recent seismic standards of the California Building Standards Code. 22) The applicant shall design and construct the foundations and/or building pads for all project structures using standard engineering practices that account for, and minimize damage resulting from, expansive soil conditions. Specific design and constructed methods shall be as directed by Mitigation Measure GEO-8a of the FEIR for this project. 23) Prior to the issuance of any building permits, front yard landscape and irrigation plans shall be submitted to and approved by Planning Staff and the City Engineer. Such plans shall be in substantial conformance with the plan submitted as a part of this application. 24) All trees within five feet of the public right-of-way shall have root barriers that are approved by the Engineering Division. 25) A permanent automatic sprinkler shall be installed to maintain all landscape materials and areas. 26) The applicant's engineer shall coordinate with the City Engineer to ensure that recycled water is used for irrigation of the project's landscaping, if available. 27) All exterior lighting shall be designed so as to prevent any spillover lighting onto adjacent properties and rights-of-way. New lighting levels provided shall be compatible with general illumination levels in existing areas to avoid a noticeable contrast in light emissions, consistent with the need to provide for safety and security. 28) Roof -mounted lights are prohibited on buildings without prior approval of Development Services Department. 29) The final location for mailbox enclosures, enclosure sizes, and total number of mailboxes and parcel boxes per enclosure shall be subject to review and approval by the Planning Division and United States Post Office. Site Improvements 30) All double-check valves provided for domestic water and fire sprinkler systems shall be concealed from any public streets and parking lots with decorative walls and landscaping. Plans shall be submitted to the Development Services Department and City Engineer for review and approval. 31) Any existing overhead and proposed utilities shall be placed underground. Construction Mitigation 32) For any project requiring an on-site inspector to monitor grading, housing construction and/or development, the applicant shall deposit funds with the City to cover the full cost of an inspector prior to any land disturbance. The City Engineer, as appropriate, shall approve the amount and hire the inspector. 33) The developer shall comply with construction hours pursuant to Rohnert Park Municipal Code Section 9.44.120. 34) All construction material waste and other debris shall be recycled to the extent feasible. The applicant shall present a "clean site everyday" program to City building staff for approval. The program shall include on-site signage in English and Spanish to be posted at construction entrances. No animals shall be brought on site by construction personnel during work hours. 35) All material storage areas shall be fenced with at least a 6 -foot high chain link fence with at least two separate points of access with sufficient width for emergency vehicles. The access points shall be shown on the construction fire and security protection site plan.