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2018/02/27 City Council Resolution 2018-028RESOLUTION NO. 2018-028 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROHNERT PARK, CALIFORNIA, APPROVING 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, 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, the City Council of the City of Rohnert Park has certified the Final Environmental Impact Report (EIR) and EIR Addendum prepared for the UDSP project and the City has otherwise carried out all requirements for the project pursuant to CEQA including the preparation of a consistency analysis for the Project; 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 proposed Development Area Plans; and WHEREAS, the Planning Commission reviewed and considered the information contained in the proposed Development Area Plan; and WHEREAS, the Planning Commission voted to recommend approval of the proposed Development Area Plan on January 25, 2018; and WHEREAS, on February 27, 2018, the City Council held a public hearing at which time interested persons had an opportunity to testify either in support or opposition to the proposed Development Area Plan; and WHEREAS, the City Council has reviewed and considered the information contained in proposed Development Area Plan and the CEQA consistency analysis; and NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Rohnert Park makes the following findings, determinations and recommendations with respect to the proposed Development Area Plan for the Project: Section 1. The above recitations are true and correct. 2018-0028 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 City Council, in consideration of Planning Application file number PLDP2017-0003 (Affordable Housing Development Area Plan), hereby makes the following 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, because the applicant will be required to submit a parking management plan which will outline the measures the affordable housing developer will take to reduce parking demand on-site, and may include working with Sonoma County Transit to identify and construct a bus stop adjacent to the site and creating a parking plan with assigned spaces and vehicle limits. 2 2018-0028 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. Based on the findings set forth in this Resolution and the evidence in the staff report and presented at the hearing, the City Council hereby approves the Development Area Plan for the Project, in the form of Exhibit A Affordable Housing Development Area Plan, in its entirety, and subject to the recommended conditions of approval as provided in Exhibit B. DULY AND REGULARLY ADOPTED this 27th day of February, 2018. CITY OF ROHNERT PARK Pam Stafford, Mayors ATTEST: Caitlin Saldanha, Deputy City Clerk Attachment: Exhibit A and Exhibit B AHANOTU: Alf BELFORTE: l MACKENZIE: Iq I e CALLINAN: (4� f STAFFORD: AYES: (� ) NOES: ( O ) ABSENT: ( v) ABSTAIN: ( p ) 2018-0028 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 A2.1 B LAUNDRY AND MAINTENANCE ROOM PLANS _A2.2 A2.3 BUILDING A COLORED ELEVATIONS 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 A4.1 B 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 A5.1 B 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 DRAWN BY BP PROJECT # PWH17-2 LU r I - a zw Q ° o cD oa z (DZ°IZm Za- _= O U w<.w a� _ r =.0 a Umw10C9 U +a U =c�u'�SeZ Z�X' ",F 5 U W � LL W paw0 H Q +- U > _ < �J _m V Vj � I o 0. 2, gw m H Y.1 {� T OU U w cn�a=gov Qwowc7¢¢ _ O {..L �L OOapZ Qz 4 ')awzw0 Uz Cj Lu ,9"000.0w O T Z I- H O O awpOuwz) -op C") r- Sao � O EE 2i Q Q N Q Z W U I-< o r U)0��°� � [L p?�O a E~ QO ocy)Q- z 3 ox W N T1.1 z O U rr c/) z O U oC O LL O z z w 0 U_ Q w U U) Q ° o cD oa z _= O U z a� _ r �o a z = o C/) O oQ o= z +- U > _ < �J _m oz Q 0Oz� c/)Q UO= 6C T ¢W WI - z�o� U w o3 i O - W W zLL Qz 4 Q Uz (n Lu Q Q Q O T Z I- H O O C") r- Sao � O EE 2i Q �Ocvc\j W = N Q , o Q = I-< o r YQ WLL!�C) QO ocy)Q- ox W N T1.1 z O U rr c/) z O U oC O LL O z z w 0 U_ Q w U U) U Y _ Q _ U z w z _ r ° C/) O o= �w �J _m c/)Q 6C 0 LL] 0C U \ O OC zLL U) o Q 0 C) C) U) °C O LU > z T1.1 z O U rr c/) z O U oC O LL O z z w 0 U_ Q w U U) KEISER AVE — — — — — - - — — — — — — — — — — — II II OASIS PLACE • AFFORDABLE 014K —rj-RJV Q I w HOUSING —�--�--�—� APARTMENT SITE JI I I T T 7 7 —L — L L L i F —F F_ I— Irm 1161,10mi Eel 7T. 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Z > +� U aWzx=z C7}NQWHO � O } uip Ws Z>tw<WZF QWOO� U i ZLL �dQQ�C7~ Q Q � U>� QzQ Q U) �O c') OQO U) W uo I- d � N z Y � � Q Qzo NMI.i z 0 NW I..L c� ,w 2 ZD 0 00c� Z Q O 0 U= t— C)Ow _ Z Z J �o 00(D W Qzz NMI.i z 0 c� ,w 00c� Z 0 _ Z �o 00(D Qzz o�a LU Q o +� U zw� Mz, } O 0QLL _ J > i � � Q Q � U>� QzQ Q U) OQO U) Lu N z Y � � Q Qzo N w� U Cn00N LLI =0 N I—<0 Y M U) 0 JzU) F— a g U(.00 (� U) LLi "'c�� oco o Q o d.WN x J Q U Y = U z w z _ o Ir c� 0 — _ W � J � m ��— VJ Q Er n W rr > 0F_ U Z DQ r NMI.i z C L U, z C L 01 C LL C z LL U, c Q C G LL L U, 12-14-2017 9:06am Amanda Karchefski P:\19539\PLANNING\DEVELOPMENT AREA PLAN\AFFORDABLE HOUSING—APARTMENT SITE\C.6_0PEN SPACE PLAN.DWG 12-14-2017 1:43pm Amanda Karchefski P:\19539\PLANNING\APARTMENT BASE\GP\P—GP-7—TITLE.DWG x 134.5 1.34.6 131 9 132.4 133.7 136.5 137.6 x 1 x x x x x x ISER AVENUE 134.5 x __ _ Lo - 132.9 w 133.5 o N 133.9 0 6 134.9 1.35 x 135.6 �' � o- x 136.7 37.4 0 x 138.5 x x 140_ r �._... _...- x r + r + r 2 r O - X o` c� T �w cD 205+0 206+00 �n 207+00 - -' ---__--------_---- --- - ,) --- 202+00� -_-- -203+0 rn -- ------ 4+ -- ---- --_ --_-------_---- - -_---------- - ------------------ ------------ -- --- - ----� -------ZO�OO �� L'_ s� r -N 1= N.. O CT 200 + o c� ' CD O r N H O Cl) N H N '- N H '( X O U N H X N ~ X 139.3 x X X x 131.7 ---------------------- - -- -------------------------- ------ -- 13.8 x -- -- -I 7 5.5 -----x -------------------� x FG 136.9 FG 137.5+ I 136.4 136. I 30.7 I ❑ ° ° I 1 6.3 ❑ 3 30.6 I x I I =_ ° 1 2 = 1135. ❑ 2 13 XO __ 1 ` 6 I =_ ° x ° x =_ - x x i x 1 -.� I 1 1 1 1 6.51 11 .4 ti J 2 � i 3 x 139 °,° ` I , _ - W 134.9 � - l 3 0 � \ P D = 135.0± :::--:: ,y = 1 + 1-130. PAD = 133.8± -=- �� ' �� - I - ■ \\�\,` FF = 134.8± \\\\ FF 136.0± FF - 138.1± ,'' loo `'� +FG 134.7\--------'��- x 4+FG 135.1 FG 135.8+ \---------14-,8--- +F 13 .3 +FG 136.1 FG 1 7 +FG 137.6 --------------- +FG .138.7 N C C C C xC C C C x C8 +FG 136.5 FG 136.9+• 1 C C V x 13 .9 x I I 0 [��I l x x 38.7 130.1 1 70.j x � 1 4.8 &d& / - 66x 6 x x 134.6 _ 6- Ko 1 6.1 + 1 5.1 134.8 °a� r °�° x �,° j FG 134.7 - 134.8 1.2% - G 18.5 l C x 0 x r x x 134 �_ 134.5 ♦ 136.2 135.9 T X x to x C 134.9 1 4. x 1 6.5 F1 ! C IJ4.9 1 5. x x 34. C .t, +FG 133.9 F 1 6.7+ 137. + d� C.,-----------------F� ------------ 3 1 0.6 C FG _134.9+ -F 134.9+ LI', _ �Iw�lw x \ j 1 2 x 13 +FG 134.5 FG 135.0+ ;+F 135.0 FG 135.,7+ � \ lox C 13 . / x G 13 .0+ x FG 1 8. + \ \ ❑ I �� ---=---------------------- - 136.5 °\° 139. :: +F1 _5.5 N F 134.6 � •..- -134. ------::_, - FG 135.5+ x x M 6 I 1 I I C( ID � II I _ = ° ° PAD = 133. ± 34 °113 . PAD = 137.0± - 1 136.1 139.0 A F F= 134.9± x I I 5 �� ❑ _ T 1 �. I FF 138 0±; 1 9.6 - x x I '-x34.9 � II FG -1-34 . + _ � -. , ! � � + I- ----- - ----- \-FFG 138.)+- x 38 0+ � 1 F 134.9+ -------------- ----- 134.x'\.FG 135.5+ � PAD = 134.5- _ +- / FG 138. ++0- - ----- 13 129.2 a FG 134.5+ ' \ \ ` x FF = 135.5± 5.1 FG X35 ._5 x x FG 137.3+ x 1111 +FG 134.2 +\--FG 134.0+ FG 1 4.0 x _----��--------- FG 136.7+ ,+ FG 137.5 X TT�5. G 138 2 x + FG 137 2+ C 0 _ x x C 138.7 C x1 I x +F 134.10 9 �::: 35.9 C x 135.1 135.1 A"�V _ 136.2 c OOMMUNITY BLDG = - x FG 136.2+:::l�:: ° x 1 0. o x G 134 .-0+ .�., 7�`5 x x 35.7 FG61 .7+ 136. + FG , 13e$. + °rn 1 . % °� d: C x _�� I J .a _= o r c x 34........�r; C 129. c ' PAD m - 133.2± +F 134 . o ' 0'i .■'w:: x c FF = 134.2± ^� 135.8 ll--� A004 rui./ I �v FG 136.7+ '� 0 F 136.4 + C _ I I x 1 G 134.0+ 134.7 ___________ +FG 137.7 FG 136.5+ G c - r x G 135.5+ x 1 1 1 1 FG 133.8+ IF 'x \ 1 X9.8 13 . 1- 138.3 > 4+51 .14 \ \ FG 136 3+ TC 1 1 4 C 133.4+ ----------------FG 133.4+ ------I I 34 ° _FG 137. + -- -----------�G 137. +.- - I - - 1 _ I A A C x 129.1 I ❑ ❑ I I I I ❑ o °\° I == 3 x C T I 7 I I ° PAD = 134.5± ° 1 .�.2 j c i I .9 ai . FF = 135_ . 5+ i i = _ c I = ° PAD = 132.4± = I I + x 3 I �� \ 136.1 �, C ` _ ---F 1 --------------- ---- +FG 135.5-- ` PAD = 136.0± , 37.6 FF 133 4± -FG 137 0+ NIL +FG 137.0- 5+161.14 134.8 i +FG 134 7 +FG 135 0 x FG 135 9+ FF = 137.0± '' °o x :TC 1 1.54 �------�------------------- -- - 'I . ' - - - - - - - - - - - x I C FG 133.4+ G 133.4+ F�� 1 .8 FG 134.9 �� \ r Y'y y, C 134.8 +FG 13 .2 I x � , �. FG 133.5+ +FG 1133.7 34. l C Vii° x x 134. x APPROXIMATE LI IT (TYP. FG 136.0+ ! ,� � �xl 4. 6 . 4 137.2 129.6 C I C \° � °\° °\° 13 135.2 x 134.9 � C x x o o x 1 .0% x 135.4 °� FG 3, X+ +FG 131.4 r r r T I 34.7 � � 13 137.2 15+8 .39 ER 1 4. x 13 .7 x 129.2 . T 1 1.2 x 1 4. x I x 35.1 1 6. x TC 4 +F 1 1.2 + 34.8 +FG 133.8 FG 134.1+ +F 134.2 134. 1 5 x FG 135.0+ + x + j G 3 F 132.0 FG 135.1 FG 135.3 F� CD x j f: I - - 114 7 r j 134.4 CD x . M N 1 00 w 2+00 3+00 4+00 5+00 °� r L r o �� • N 6+00 N 7+00 00 134.9 w N w � ' 1 4. `� �, x 133.3 x � x134.3 x 30. l ,� + + 134.8 c co 134.4 - °, Ox YA 1 �I ROA 132.4 `° 135.3 ■ N r x M O Co.~ � OTFS: jl x x 134'7 133.4 1 ALL FINISHED GRADE ELEVATIONS SHOWN „'34.8 '�/l 7 i! ARE PAVEMENT ELEVATIONS AND SUBJECT TO FINAL DESIGN. 12-14-2017 1:42pm Amanda Karchefski P:\19539\PLANNING\APARTMENT BASE\GP\P-GP-8-APARTMENTS.DWG -N- 0 30 60 Moog SCALE: 1 "=30' REVISIONS COPYRIGHT DATE 12/14/17 DRAWN BY JG PROJECT# 19539.000 �z N rn �o W J H 0uz z 0 Q �zC7'LLw � W n 2.6 H W o, 2 U U m w 2 w w C) E> Q w �J�ZZw2 W Oaim Oor 0 rn H�UZZHCCI U E-OpaoDO w W Ud�s ♦Y o p�ZZZwzZ z�zQSU) mw z K} D W Z V 2 N am Owl v LU +r Z Oa. Z W Z 0 cc (L U [L C7>-N¢WO ao- 92 uip W Y ZL��WZF Q O O O U iLLj w QQ U>� <Z< Q Z� �O =�7aHJ0 z< U) W� �IL N z Y � � Q Qzo �z z 0 Q Z � Z_ J C) W Q C) z 0 0 Lu °o(D C) 0 _ Z 0 o°(D Q�= oc)a N Owl v LU +r U zw� Mz, LLQ- iLLj QQ U>� <Z< Q U) z< U) Lu N z Y � � Q Qzo N w� N U U)00 LLI =0 N I-Qo� M U) 0 Jz`n woo o 'o�- 0^cz L.L a O X d W N J Q U Y C z U Z w z - - c/) O ac C/) 0 W W - Q _ 2 U) W (D J Z - m C/) Q Q W Er C�> 0 F- C) Z LL o Fn x \ KEISER AVENUEx 134.5 --------------------------------- T------ ----------------- -------------------------- ------------- -- -- - ---------- ----- - - --- ---- ---- - 132.9 133.5 133.9 134.6 134.9135 - x 135.6 x 136.7 X 37.4 x x - X - �< �E X __--- 205+00 206+00 - - 207+00 - _ _ ----_----- ---___ 200 201+00 - 202+00 203+07 4+ _ -- ----- - -- ---_-------_---- - -_----------------------------------- ------------ ------ --- = ------ -- x x x x 139.3 X x x x X Ilkx 131.7 115.5 135.7 .8 x 1 7 4 135.1 -I > X xj 3d . 7 ❑ ❑ 2 ❑ 1 ❑ 136. 1 6.3 ❑ 3 130.6 ❑ 135.1 ❑ 135.0 � ❑ x ❑ x 1 xx x ' 1111 6.5 1 2 x 1 ■ 1 ■ s ., L O ■ _ ■ i N 7ii ❑ 134.9 1130 � � , _ 3 4 CD h x 1 x x134.8 > N C C C C C xC C C C C Ci 4C8 B A.1 C C C C x 13.9 x I 1 .1 1 x x 38.7 Lo 130.1 7nX 114. 8 i1Nu13 134.6 x x 129.6 x 1+ I � '� sSM - - 2+00 1 - - s�°° �°° �- s " Ss - INS 5+00 �- - SSM - - - 6+• 0 _ _ _ 8 SS _ 7+00 - t SSM ow+00 - X - 1 6. � C ... ... ... ... � ... 134-8- ... �3. ... ... ... ... ... ... ... .. ..� ... ... 0.. ... ... ... 3• ... ... � ... C x _ �... 611W x 611W x INS x 134.50 ® 136.2 611W it 9.7 C 13 . h NEW INS t x 001 G x 1 4. 1 .5 1 I C = J4.9 c 30 60 ;I I C B X 12."SD x 12"SD MH 12 SD B 12"SD c ' > 3 1 0.6 C 2„So �i�i N �� x o B IO (11 1. C 17 x 134 8 1 4 X r) d I o x k"A s X 9. 1 CD 134. - - - x x T , - X 4.8 � EC E ( 12" ° ° 134.7 135.7 c 1 36.1 !t7.. : E I FY � ❑ x ❑ ❑ ❑ 34 9 x❑ 5 x ° 136. f 13� •1 �• x x ; x u 1 I x 134.9 j 1 x x x x 129.2 a cn r . o 0 134. 1 .8 `° s ' II X .M `" �,� ° 135. 1 5. C CX x xX C 138 C - 9 = _ 35.9 o C X 135.1 135.1 COMMUNITY BLDG �S 136.2 x 2 C x - ......" 135.1 x,........ x °' IJ6_2 CD C o w .� - - O 34' .....■..r; 129. C gg$ x ■ x C ' �T. 1. 4.7 90#C - 1 134.7 13 k C I x 4.8 .1 x 12"s 1 i B x ■ 12P. 8 B ,.. 13 . � � ' 12 SD 138.3 x C I STORM DRAIN TO BE EXTENDED X 1 5.4 cl ❑ :::; ::: C WITH FINAL DESIGN OF PASEO 34. - C I x -.,y. ■ 8 136. 129.1 � ° cy\❑ ❑ Ix � = 34 � ,11 x T C I 7 ❑ ° ° ❑ 1 5.2�L 1 ICD CX o C I j o ❑ x 1 6.1 + 1 !I , ° 135.9 C 'Y x I 37.6 CD 1 J. 3G�. 134. x N x T `y. t �i' i ?8.6 1cn 8 1 4. 34. j co x 134. X134. & & x x 4 137.2 2�. 6 CL --- - --- - --- - --- 6• W. C x .. ... �. _... ... 13 ...5., x 134.9 ... �.. 6, W... C x 1+ x 2+00 3+00 1+0G 5+00 6XOO 7+00 .4 � 8+00 9 00 ' C S MH _ _ � 81119s-- - - - - - SSMH - - - - 61 SS � - SSMH C I CO E EXI 18" 34.7 � X13 IN 25.b (+IFY) I 13 .7 x x II '� X X129.2 j sa X1 4. 4 x1 4. x 134. 1 5. 35.1 x x1 6. 3 .8 B 12 SD B 12 SD B B 0Vo 12 SD 2"SD x i C CST T E. 8 CD CD I 111,24 1 (VIERI Y) +134.6 136.6 f +00 _C 2+00 3+00 i 4+00 5+00 0 6+00 7+00 00 3 134.9 'RYAN �133.3 X 134.3 X 134.4 G ROAD 1 4 135.3 X I I X 0 X - 134.7 x 133.4 ------=-- 134.8 �------E-- ► � 1.34 7 } 1 x 134.7 I 32.5 NOTES: 1. 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 �yo �o w ":11= �Zp �Z��W a� J z W x��wooU S op ILfr I- E ��R �U0 w 00pw� < ~ W 0z Oya W 0¢0} U Q U QC7UppFm dUUpw LLw UD[ �'UziN c "0'0 Z Z Z z d F ZN 7=0 `2c }Fw- ZQm o� ©_ m r a W 0 a J 2 C7¢ �alz0lwpwuz2EZCo- D CL fAp C7}n-2i¢w�z0 ZOCWOCW ZF 0 U �W ¢wO(�� p¢JOOVJ C7U- Z� JO W Ln H d � Z a� J z I- J Lu J ryD z 0 0 Lu 0 Ir0 = z .00 <o� _ Z �o 0zzz o°Q pw� zw< U oz , U LLQ_ CD QQc? i � U z a � OQO .�, NZY W(0Q Q U7,00 0Z U NY Z w0Nc•) c U �< Qz� 1¢-0r� ag U �w�o � cU W N o LL O¢ O X J d LU N Q U Y V Q U w z z z rlr F � � z o U)0 0 0 = U Q w D J F_ 00 c/) J C/)a z cr p U LLQ rr oC >p L) 0 U LL z �F_ LL 0 D z a w F - z w U) U F_ cog a w 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 PROJECT KEISER AVENUE _„ AFFORDABLE HOUSING AREA COVER SHEET L-1.0 -, SITE 1P, o >'' PRELIMINARY OVERALL LANDSCAPE PLAN L-1.1 T� it y "KEIS 'r s PRELIMINARY PLAY AREA ENLARGEMENT L-1.2 - J P', r. F -t, LANDSCAPE DETAILS / IMAGERY L-1.3 CITY HALL DR w , f+,�_ ROHNERT PARK FXp VAST OAKS W -- O'R AD RFss Z PROPERTIES PICNIC AREA DETAIL/ IMAGERY L-1.4 bVq y J UJ UD LLC GREEN ENTERPRISE DR PROPERTY Music z CENTER N SONOMA STATE TANK SITED — UNIVERSITY E. COTATI AVE CHESTER DR CURTIS DR m 101 � MAGNOLIA WAY ROBERTS RD y�GSF ALAN DR c 0�0 O 000 � W EUCALYPTUS AVE Y NTS PACIFIC Vast Oak North at University District vanderToolen • Associates www.vanderToolen.com WEST Development Napa Walnut Creek West Sacramento ARCHITECTURE VAST OAK NORTH AFFORDABLE APARTMENTS 430 East State Street, Suite 100 Cover Sheet , �, 855 Napa,5 A 700lnut Creek, k, CA W. stone Blvd. L�l Area Plan �� _ -� 0 Way, Suite 240 Rd. Suite 100 Suite 115 � Eagle, ID 83616 iNapa, CA Walnut Creek, CA W. Sacramento, 94596 CA 95691 208.908.4879 R o h n e rt Park, California LANDSCAPE ARCHITECTS fax: 707.224..224.6821 707 z99 tel: 925.274.131)5 tel: 9,6.244.3000 Scale: Not Applicable DECEMBER 14, 2017 Project No. 05217 fax 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. Ah mr PLAY AREA 1 AND PICNIC AREA Scale: 1 "=20'-0" uzver J./ Heel comm• an rrew PLAY STRUCTURE IMAGERY x x J x e PLAY AREA 2 AND PICNIC AREA Scale: I"=20' -O" PLAY STRUCTURE DETAIL PLAY STRUCTURE DETAIL Scale: N.T.S. Scale: N.T.S. Vast Oak North at University District vandeffoolen•Associates 0' 10' 20' 40' 80' WEST Development Preliminar Pla Area www..e"d.eT""le "m L-1 .2 /� VAST OAK NORTH AFFORDABLE APARTMENTS " w�.�"'w�' ARCHITECTURE fl , w,y.sww=ao 10°�"`""° ='al sls re&i" "•v.. cn w.m�i o.i,�cn w. sss,.nemu 430 East State Street, Suite 100 Area Plan Enlargement - 99s,9 94596 G95691 Eagle, ID 83616 zoasos.aszs Rohnert Park, California LANDSCAPE ARCHITECTS "=o,==^==99 h,9==,.1�=�9'fi=<==� Scale: 1"=20'-0" DECEMBER 14, 2017 NORTH Project No. 05217 LaJW=L.69=1 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. a e PLAY AREA 2 AND PICNIC AREA Scale: I"=20' -O" PLAY STRUCTURE DETAIL PLAY STRUCTURE DETAIL Scale: N.T.S. Scale: N.T.S. Vast Oak North at University District vandeffoolen•Associates 0' 10' 20' 40' 80' WEST Development Preliminar Pla Area www..e"d.eT""le "m L-1 .2 /� VAST OAK NORTH AFFORDABLE APARTMENTS " w�.�"'w�' ARCHITECTURE fl , w,y.sww=ao 10°�"`""° ='al sls re&i" "•v.. cn w.m�i o.i,�cn w. sss,.nemu 430 East State Street, Suite 100 Area Plan Enlargement - 99s,9 94596 G95691 Eagle, ID 83616 zoasos.aszs Rohnert Park, California LANDSCAPE ARCHITECTS "=o,==^==99 h,9==,.1�=�9'fi=<==� Scale: 1"=20'-0" DECEMBER 14, 2017 NORTH Project No. 05217 LaJW=L.69=1 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. O CONCRETE PAVING. O REINFORCING PER SOIL'S REPORT RECOMMENDATION. O 1/2" TOOLED RADIUS. O CLASS II AGGREGATE BASE, COMPACTION, & THICKNESS PER SOIL'S REPORT RECOMMENDATION. (� 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. O8 FINISH GRADE. 2 BELOW TOP OF PAVING FOR PLANTING AREA. �9 THICKENED EDGE AT PLANTING AREA WHERE REQUIRED OR UNDER PEDESTALS. O1 TREE. �4 TREE ROOTBALL 2" DIAMETER LODGE POLE SET ON LIGHTLY PINE STAKE SET 30" INTO TAMPED SOIL. DO GRADE OR UNDISTURBED NOT PENETRATE SUBGRADE A MINIMUM OF ROOTBALL WITH 12" BELOW BOTTOM OF STAKES. ROOTBALL. PLACE STAKES O 3" DEEP WATERING PARALLEL TO PREVAILING BASIN. WINDS. © FINISH GRADE. 3 RECYCLED RUBBER TWIST O AMENDED BACKFILL. TIES KNOT AND ATTACH TO STAKE W/ ROOFING TACK. (4) 21 GRAM PLANT TABLETS - SEE 5 GENERAL PLANTING 2NOTES, SHEET L-1. NOTE: -SCARIFY SIDES OF PLANTING AILING WIND � PIT. _ �/ -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 FIGURE TREES. "8" AROUND TRUNK SET CROWN OF ROOTBALL 1" CONCRETE PAVING n TREE STAKING ABOVE GRADE. SCALE: 1-1/2" = 1'-0" (B N.T.S. PLANT SPACING SCHEDULE: A = TRIANGULAR SPACING B= ROW SPACING* C=PERIMETER SET -BACK 611 5tt+ 4" 12" 10 1/2"± 10" 18" 16"± 12" 24" 21 "± 18" 36" 31 "± 24" * 0.866 X A PLANTING GRID: Z�%� + + + + + + + + + + + + + + + + + + + B + + + + + + + + + + C + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + I + + 4 4 4 + + + + + + + + + +�� O 1 GROUND COVER SPACING CHART L -J% N.T.S. LAURUS N. 'SARATOGA' TREE IMAGERY TWICE ROOTBALL DIAMETER SHRUB N.T.S. SHRUB - SET CROWN OF ROOTBALL 2" ABOVE FINISH GRADE. O2 3" HIGH WATERING BASIN. 03 FINISH GRADE. O4 AMENDED BACKFILL. O5 SET ROOTBALL ON LIGHTLY TAMPED SUPPORT. O6 (2) 21 GRAM PLANT TABLETS. 3" DEPTH MULCH. 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. 1 PERMEABLE PAVING AT too' E.V.A. ON KEISE�RAVE. CERCIS OCCIDENTALIS LAGERSTROEMIA 'MUSKOGEE' LAG ERSTROEMIA 'TUSCARORA' PISTACIA CHINENSIS PYRUS CALLERYANA 'CHANTICLEER' QUERCUS RUBRA PACIFIC Vast Oak North at University District vanderToolen• Associates www.vanderTooIen.com 1NESTCTURE Development Landscape Details/ � — �Valley VAST OAK NORTH A P P O R D A B L E APARTMENTS , N558 Walnut Creek West Sacramento 430 East State Street, Suite 100 � �� sss app, A Wal nadCW. stone nto, Area Plan Imagery �� / Way, N�� A Walnut Creek, d. lte ,CA W sa� ��mento Eagle, ID 83616 yfLll��ti 94596 9569, 208.908.4879 R o h n e rt Park, California LANDSCAPE ARCHITECTS tel: 707.224.2299 tel: 925.274.1305 ted: 916.244.3000 fax: 707.224.6821 Scale: 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. N T co T NOTE: CONTRACTOR TO PROVIDE ARCHITECT WITH PERGOLA SHOP DRAWINGS PRIOR TO PERMITTING DESIGN - BUILD COMPONENTS 0 T N NOTE: AT 32 UNIT SITE THERE IS NO PICNIC TABLE OR PERGOLA - ONLY AT 66 UNIT SITE 0'-7 1/2" PICNIC AREA DETAIL 1 1 \J 1 V 1 V 1" LJ L_ L- \ 1 1 1 °/ %.J L_ L_ LANDSCAPE PLAN FOR SIZE AND SPECS DECORATIVE METAL OUTRIGGER, TYP. 30'-011 1'-611 co T 1 4" CONC. SLAB ON ROAD MIX ON GRADE SLOPE TO EDGE PROVIDE TURN DOWN CONT. FOOTINGS A.D.A. BBQ FIXTURE, PROVIDE ACCESS & CLEARNACE AS SHOWN TS POST BY PERGOLA MANUFACTURER SET IN REINFORCED CONC. FOOTING PER PLAN. DECORATIVE BEAM AND GIRDERS W/ 1"x1" PERP. PERGOLA SHADE SLATS Scale: N.T.S. i s 1 ,1 �,�. '.1� a _STT --�— _ _ _'� r ��^S� mom• ¢ :Til r' 7.7 _ 1 _ —___ — —� —� 1 �-e �r+°i_,., -'i; r �C°" .-+'•".ice � h, . Wiz_ � _ y . k _" air `�^. � -� • ..� _ r -slt,-. .Cd 7 ��rr vr's kr 1114 F' r�- PICNIC AREA IMAGERY r RA 0 PACIFIC Vast Oak North at University District vanderToolen• Associates www.vanderTooIe n.com WEST • Napa Walnut Greek West Sacramento ARCHITECTURE Development Picnic Area DetaII/ �55BodeaY °Stone Way, Suite 24x0 Rd. Suite 100 Suite 115 L�l 4 •'/ANapa, CA Walnut Creek, CA W. Sacramento,430 East State Street, Suite 100 Area Plan VAST OAK NORTH AFFORDABLE APARTMENTS Imagery94558 45g6 CA9s69, Eagle, ID 83616 208.908.4879 LANDSCAPE AIi 7tel: 925.274.1305 tel: 9,b.zaas000Rohnert Park, California lax: 707.224.6821 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. 17�cn17 n=nAnrnncKIr APPLICANT PACIFIC WEST COMMUNITIES, INC. CALEB ROOPE 430 E. STATE STREET EAGLE, IDAHO 83616 (208)461-0022 ARCHITECT PACIFIC WEST ARCHITECTURE DOUGLAS GIBSON, CALIFORNIA ARCHITECT C29792 _ 430 E. STATE STREET, SUITE 100 EAGLE, IDAHO 83616 (208)-461-0022 X3021 ACCESSIBILITY # OF UNITS PERCENTAGE ADAPTABLE UNITS (ALL GRND FLR. UNITS REQ.) 58 ACCESSIBLE UNITS (10% TOTAL) 22 10.04% SENSORY IMPAIRED UNITS (4% TOTAL) 9 4.1% UNIT MIX SUMMARY CONDITIONED SQ. FOOTAGES (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. (81) 2 -BEDROOM A UNITS (81) x 799 S.F. = 64,719 S.F. (60) 2 -BEDROOM B UNITS (60) x 761 S.F. = 45,660 S.F. (50) 3 -BEDROOM UNITS (50) x 1,077 S.F. = 53,850 S.F. (218) UNITS TOTAL 11,968 S.F. + 1,560 S.F. + 1,587 S.F. + 64,719 S.F. + 45,660 S.F. + 53,850 S.F. = 179,304 S.F. COMMUNITY AREA 3,087 S.F. LAUNDRY AND EXERCISE AREA (AT BLDG C) 1,077 S.F. TOTAL 183,468 S.F. FIRE SPRINKLER AUTOMATIC FULLY SPRINKLERED SYSTEM WITH CENTRAL CALL STATION, OFF-SITE MONITORING AND FPC'S AT EXTERIOR ACCESSIBLE FIRE SPRINKLER CLOSETS. SITE SIZE 352,159 S.F.± (8.08 NET ACRES* ±) SITE COVERAGE SQ. FT. PUBLIC OUTDOOR OPEN SPACE 97,953 PUBLIC INDOOR OPEN SPACE (COMMUNITY BUILDING) 1,538 PRIVATE OPEN SPACE MAIN FLOOR UNITS 7,100 PRIVATE OPEN SPACE UPPER FLOOR UNITS 9,555 TOTAL OPEN SPACE PROVIDED 116,146 TOTAL OPEN SPACE REQUIRED 400 X 218 UNITS 87,200 NOTE: ALL NUMBERS PROVIDED ARE ESTIMATED FOR SITE COVERAGE AND ARE NET FROM BACK OF STREET SIDEWALK AND EAST PROPERTY LINE PARKING SUMMARY TOTAL REQUIRED BY CITY OF ROHNERT PARK: (27) 1-BDRM UNITS X 1 = 27 SPACES REQUIRED (141) 2-BDRM UNITS X 2 = 282 SPACES REQUIRED (50) 3-BDRM UNITS X 2.5 = 125 SPACES REQUIRED GUEST PARKING 218/ 4 = 55 SPACES REQUIRED TOTAL SPACES REQUIRED: 489 SPACES TOTAL SPACES REQUIRED WITH 10% TRANSIT REDUCTION PER 17.16.040(B) OF ROHNERT PARK CITY CODE: 441 SPACES TOTAL PROVIDED: 443 SPACES (INCLUDING 24 ACCESSIBLE SPACES AND 14 FUTURE EVSE STATIONS WHICH INCLUDES 3 COMMON EVSE STATIONS AND 1 ACCESSIBLE EVSE STATION PER 2016 CALIFORNIA GREEN BUILDING CODE) 443 SPACES W/78 TANDEM OR 17.6% AND 94 COMPACT OR 21.2% BICYCLE PARKING 218 / 4 = 55 SPACES REQUIRED 72 SPACES PROVIDED SITE PLAN SCALE: 1" = 30'-0" (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 (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 REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT# PWH 17-2 LU O a � J Fzwzdmw W LL' �o=�o°= V In UmW2Ww0C �C oIO='Q ~ °00 U zwF w U1 z zWx w LL LuJQFM U ` w � r a J o ~ In LL m W I] W = LLonzzzz LL nF, >.0 ==z '� oamzcn 00o m3<� OU CL �:' C[ �aw�cn§=' =Q Fr zomzwoz OaWzx =z d o�a F - C.7 i -Na Wo O m W U 3:F002oU O W ow�¢?mir U co I aO0z =m ccz, O. a U o z O 0 W rr °00 �z .00 ==z 00o ozz a o�a W O W U Q a zw� ccz, O. _ o �Q— Q¢vi Q IW— Uz? a a Q .fir 0Q0 N z Y W LLjT Z (nom NY�z co U w 0 ccm F'QocrO < 9 4 Cn O QZC/)_ U �w�o ag C/) Ll W q N Mao X 'IT W N cz 0 J a U 0� Y Q C< U z W z - pC U) 0 z O � D U w O 0 WU)J � z � m O U C/) Q Ir 0� Q O W 0� 1 >p O - LL� Z � z DLLz } U 0 Q c/) 0 W O 0 W �_/� v J CC a_ z z W 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 1/2" = V-0" 2:12 SLOPE � o y UNIVERSITYT DI T -R1 S C APARTMENTS SITE ADDRESS INFORMATION OFFICE XXX-XXX-XXXX TTY 1-800-367-8939 0 CONC.CAP SLOPED TO ° DRAIN 8'-2" r' r1 r\ A I T 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 C, 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 oc SCRATCH COAT CEMENT STUCCO W/ APPROVED ANCHORS ON a CONC. BASE AND FOUNDATION I III: r COATED METAL DRIP EDGE FLASHING Zuiw AT EAVE AND RAKE, WITH CONT. CLEAT COMPOSITE SHINGLES, TO MATCH BUILDINGS, =O O 0 WITH FELT UNDERLAYMENT F.OZ o', [L Z m COATED STEEL PURLINS, SEE STRUCTURAL FOR SIZE AND SPACING, WITH STEEL END CAPS F -1 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. 4__j G.C. TO VERIFY MIN./MAX. 00 HEIGHT W/ LOCAL JURISDICTIOAL 000wozw ?0 0= AUTHORITIES & TRASH HAULER CMU SOLID #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 X #5 BARS HORIZONTAL @ 48" O.C. AND TO TOP C? AND BOTTOM FINISH GRADE WHERE OCCURS 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 AA SIDE OUTLINE OF ROOFABOVE 17-0" 6'-6" 4'-0"/ 44 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 ma STANDARD REBAR 112"\\ j HOOK, ALTERNATE DIRECTION HINGE STANDARD PIPE HINGE W/ 9/16" SOLID PIN M 5'-8" HIGH 16 GA. ° a 6" CONC. SLAB W/ CORRUGATED STEEL 6x6/10x10 WWM @ MID DEPTH ON SHEET METAL GATE 4" GRAVEL W/HEAVY DUTY THUMB C°LATCH (SELF LATCHING) AT °42" A.F.F. a 4'-6" 8'-0„ 4'-6.. co a Q 12 THICKENED SLAB EDGE AT FRONT 2'-0" (2) #4 BARS CONT. AT FOOTING A :��_ 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 �7 BICYCLE RACK DETAIL 3/4 = 1v-011 V 6" DIA. TYP. 2'- 4 1/2" Iolo, of ELEVATION TRASH ENCLOSURE 1/411 = 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. -1 TYP 1 / P CONSTRUCT 2 CONCRETE FOUNDATION WHERE jNECESSARYa,_ a a 30" MIN. END SECTION 30" MIN. 0 N KEY NOTES �- 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 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 ,3) SIDE - USPS MAIL BUILDING `'' 1/4" = V-0" 3 ADA COMPLIANT BOXES, RECESS MOUNTED CONCRETE 0'_o" ,W 2 2 FRONT _ USPS MAIL BUILDING 1/4 =1 0 NOTE: SOFFIT (NOT SHOWN) COLOR TO MATCH WHITE A1.2 TRIM ALL VENT TERMINATIONS AND OTHER EXTERNAL UTILITY EQUIPMENT TO BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. Zuiw .Q ¢ =O O 0 F.OZ o', [L Z m Q V Z_ � 0 � Za- F -1 U V =°dwa� WIZ U V u0i _ LL W 8" X 8" X =0 z0 LL rLu O¢u_O~~ 16" < 4__j SPLIT -FACE 00 2 000wozw ?0 0= �- © = CMU SOLID Jw L= J11 zF,D0-Uii5 Cc ccclowZo2 GROUTED Q 'z�-'ocr Zoo¢oZ c� Q >0 �c EE(j Z Z Q W U F Q W W Oo ��ZZo < 0-.—. Ol U) N aO 0w 0 O ❑ a co �O001 Zr O fY F�F0wm N0 � � �?�o F_ Q ,Q = ❑ D 6" CURB ❑ C/) V~ r^ (n J V cow LU � O = a0 � STANDARD REBAR 112"\\ j HOOK, ALTERNATE DIRECTION HINGE STANDARD PIPE HINGE W/ 9/16" SOLID PIN M 5'-8" HIGH 16 GA. ° a 6" CONC. SLAB W/ CORRUGATED STEEL 6x6/10x10 WWM @ MID DEPTH ON SHEET METAL GATE 4" GRAVEL W/HEAVY DUTY THUMB C°LATCH (SELF LATCHING) AT °42" A.F.F. a 4'-6" 8'-0„ 4'-6.. co a Q 12 THICKENED SLAB EDGE AT FRONT 2'-0" (2) #4 BARS CONT. AT FOOTING A :��_ 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 �7 BICYCLE RACK DETAIL 3/4 = 1v-011 V 6" DIA. TYP. 2'- 4 1/2" Iolo, of ELEVATION TRASH ENCLOSURE 1/411 = 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. -1 TYP 1 / P CONSTRUCT 2 CONCRETE FOUNDATION WHERE jNECESSARYa,_ a a 30" MIN. END SECTION 30" MIN. 0 N KEY NOTES �- 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 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 ,3) SIDE - USPS MAIL BUILDING `'' 1/4" = V-0" 3 ADA COMPLIANT BOXES, RECESS MOUNTED CONCRETE 0'_o" ,W 2 2 FRONT _ USPS MAIL BUILDING 1/4 =1 0 NOTE: SOFFIT (NOT SHOWN) COLOR TO MATCH WHITE A1.2 TRIM ALL VENT TERMINATIONS AND OTHER EXTERNAL UTILITY EQUIPMENT TO BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. FIRST FLOOR - USPS MAIL BUILDING 1/4" = V-0" T.O. CONCRETE REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT# PWH17-2 W Zuiw .Q ¢ =O O 0 F.OZ o', [L Z m Q V Z_ � 0 � Za- O U V =°dwa� WIZ U V u0i _ LL W =0 z0 LL rLu O¢u_O~~ Q < 4__j W 00 2 000wozw ?0 0= �- © = U Jw L= J11 zF,D0-Uii5 Cc ccclowZo2 FIRST FLOOR - USPS MAIL BUILDING 1/4" = V-0" T.O. CONCRETE REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT# PWH17-2 W Zuiw .Q ¢ =O O 0 F.OZ o', [L Z m Q V Z_ � 0 � Za- O U V =°dwa� WIZ U V u0i _ LL W =0 z0 LL rLu O¢u_O~~ Q < 4__j W 00 2 000wozw ?0 0= �- © = U Jw c.) Cc zF,D0-Uii5 Cc ccclowZo2 Qww� z0 Q 'z�-'ocr Zoo¢oZ c� Q >0 °aWz�o 0-000 EE(j Z Z Q W U F Q W W ��ZZo < 0-.—. Ol U) N aO U 0 O ❑ a co �O001 Zr O fY F�F0wm N0 �?�o F_ Q ,Q = U D �Q A1.2 z 0 U W z 0 U 0 U- 0 z rz� V V J W 0 U_ CQ G w U W .Q =O O 0 Q V Z_ � 0 � G O vz _= c/) =0 z0 cry 0 0 Q Z < 4__j W > _ oZ Q � MJ W U 0OZ� � ^ V J 00 UO= Cc r Qww� z0 i W o3 >0 WW Z LL Qz Q Uz U) Lu Q Q Q 0 O r M Zr O fY r_ 00 N0 (n c\1 OcIco W = N Q ,Q = U �Qo� �Q 0 C/) V~ r^ (n J V cow LU � O = a0 � cz W q � N cao X .,t W N A1.2 z 0 U W z 0 U 0 U- 0 z rz� V V J W 0 U_ CQ G w U W Q U Y Q G vz w c/) cry 0 W � MJ W � ^ V J Q Cc 0 Lu >0 _U Z LL W Q H H U Lu U) Ir Ir 0 O > fY Z A1.2 z 0 U W z 0 U 0 U- 0 z rz� V V J W 0 U_ CQ G w U W n N G OURIVI - D 1/411 = 1'-0" � 3 BDRM 1 1/4" = 1'-0" 10'- 7 1 /R" 2'- 4" 1 1 ' - R 1/21, 4'- 1 5/8" BDRM -A 1/411 = 1 1-011 2 BDRM - A 3' 1/4" = V-0" REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > LU �- LU Q Z W OOw W,.n0 W -H �z-Zazm z u nzo-w¢w oco L W 3J=� VJ = o Q W O H= P: - O z <jz3�z W= O"oF< zw V '' t ZpU."OL IV J LL Q W p�W CJ CCQ -0Q?'H pzoaoz UaWzLLO z}W-wOzzw20 op!3�°COZWo Yt IN �n 0 ¢ O co �a�wwm <zFO Q ¢~ U_ LLw }U m W H O Q E 0 W 0� U A2.1 z O U D c/) ) z O U cC O U- 0 z z G LU 0 U_ Q LU _ U .Q °0 0 QY Z 0 _ � V 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz CI) Q v02 0� CD r Q W W I— z�o� U w o3 O :- W z zLL U) a U- < Uz C)U) U LU LU Q Q Q ` W r (y) Z I— [-- 0 oC r- N co N . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vcow w I- o a0 Lu (5 � N x Sao d' w N cz A2.1 z O U D c/) ) z O U cC O U- 0 z z G LU 0 U_ Q LU _ U Q U Y Q V � vz w c/) = cry O 0= �w m CI) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A2.1 z O U D c/) ) z O U cC O U- 0 z z G LU 0 U_ Q LU _ U r Q 1 1 BDRM_ B 114 = 1-O 25'-11" 1 BDRM - C 1/4" = 1'-0" REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 r�� >- h !tel Q Z W W _ WOOW_ Hza ZmF z Z u rnzOCLw¢w �. =muWiNCgg V �� L W 3 J 2 s 1 m O¢WO1H I_ P:-Oit- z� l<jz3-z W= D'oowOzw UZpU."OL IV J LL Q W p�W CJ CCQ z0Q?�H p0W0aoz UaWzLLO z}WwOzZ.20 ¢w�OW20 tILL" ❑ U)0¢¢�D d O 0 W W <zFO Q ¢~ A2.1 A z O U D c/) z O U O U- O z z G LU 0 N .Q z0 O 0 Q YZ 0 _ � 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0 = C) LU �>_ 0z a m 0oz CI) Q v 0 2 Er p Q W W I- U w Ir 0 o3 i O - :-W zLL az -1--j U- < UZ U) wQ Q Q ` W r (y) Z I- � N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J (n Vcow w I- o a0 Lu (5 � N x Sao d- w N cz A2.1 A z O U D c/) z O U O U- O z z G LU 0 N Q U Y _ Q w H _ vz w c/) = cry O 0 = LU m CI) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A2.1 A z O U D c/) z O U O U- O z z G LU 0 N ?7' R" LAUNDRY & MAINTENANCE ROOM 1/411 = 1'-0" REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > LU �- LU Q z W W wn - WOOw-H ,z-Zazm z u rnzoCLw¢w �. V =muWiN�9 CD LL 3J2 j2(A o Q W O ~ = P O z �jz3�z W= o'oowOzw '' t ZpU V IV J LL Q W p�W CJ CCQ z0Q?�H pzoaoz UaWzLLO z}WwOzZ.20 op!3�°COZWo Yt ILL" t0,Ft 0co �a�LLwm <zFO Q ¢~ A2.1 B z O U D z O U cC O U— O z z G LU 0 N Q z0O 0 Q YZ 0 _ � 0 vz _= Q � � C/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz c/) Q v02 0� CD r Q W W I- z�o� U w o3 O :- W z zLL U) a U- < Uz U) w Q Q Q ` W r (y) Z I— [-- N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vw cow ;I- o a0 Lu (5 � N x Sao d' W N cz A2.1 B z O U D z O U cC O U— O z z G LU 0 N Q U Y _ Q w H vz w z C/) cry O 0= �w m c/) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A2.1 B z O U D z O U cC O U— O z z G LU 0 N BUILDING A COLOR SCHEME A - FRONT n ELEVATION 3/16" = 1'-0" LIMESTONE BORAL BUCKS COUNTRY RANDOM ASHLAR BUILDING A COLOR SCHEME A - REAR 2 ELEVATION 3/16 = 1 -0 B]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 LC] 30 YEAR COMPOSITE SHINGLE PABCO PEWTER GRAY KEY NOTES C- 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): []--* A❑. BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE [B CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS 1C. CEMENTITIOUS CLAPBOARD SIDING 7" ENDURING BRONZE SW 7055 SHERWIN WILLIAMS u 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 U PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY [H] TRIM PAINTED WHITE ❑H TRIM VVI 11 1 L REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT# PWH17-2 W z °LuW .Q J} . w . zo 'o" �z'fLzm zX- Q YZ 0 _ � r V H =°,w�W U V w¢z =Lu,'� LL w L Z1n U r, oa �o Q Z cry F J O H Z J �3m 5o w 0 LIMESTONE BORAL BUCKS COUNTRY RANDOM ASHLAR BUILDING A COLOR SCHEME A - REAR 2 ELEVATION 3/16 = 1 -0 B]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 LC] 30 YEAR COMPOSITE SHINGLE PABCO PEWTER GRAY KEY NOTES C- 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): []--* A❑. BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE [B CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS 1C. CEMENTITIOUS CLAPBOARD SIDING 7" ENDURING BRONZE SW 7055 SHERWIN WILLIAMS u 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 U PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY [H] TRIM PAINTED WHITE ❑H TRIM VVI 11 1 L REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT# PWH17-2 W z °LuW .Q [1 z0 O 0 . zo 'o" �z'fLzm zX- Q YZ 0 _ � r V H =°,w�W U V w¢z =Lu,'� LL w L Z1n U L W r oa �o Q Z cry F J O H Z J �3m 5o w 0 _Z} m u = 't 0O<Mozw Ztg- mJOI- I— ©2 m 0oz CI) ¢WozNrQ v02 a �E-0zoz Q U o0o¢oZ UaWZLLO >- � i Z 2 W O O 2 Z Z O w zL <OU�QaQ 0 �Q iL NQ� U U) O0OULUp�wma]- Q Q Q 0 Zr � N z0 fY DZ�O ¢ �F_ . 0 D 3 Q = A2.2 z O U D rr c/) z O U O U- 0 z z G c W 0 U 1 W _ U .Q z0 O 0 Q YZ 0 _ � VLuH O vz z _= _ c/) �O� Q� = ZZ cry O 0 Q z 0 = U Lu �>_ 0z a m 0oz CI) Q v02 0� CD r Q W W I- z�o� U w o3 i O - :- w zL Qz �Q Uz U) LU Q Q Q 0 LL]r cy) Zr � N z0 fY r_ co . 0 (nN Q Ocvc) W = N 1 Q = U �Qo(.c) �Q 0 cn V~ r^ J (n Vcow w T o a0 N W q � 0 Sao x d' W N A2.2 z O U D rr c/) z O U O U- 0 z z G c W 0 U 1 W _ U Q U Y _ Q VLuH _ vz z z _ c/) T_ �D cry O 0 = Lu m CI) Q 0� 0 Lu c� O _U zL �Q 0 I- U Lu / ^ Ir Ir 0 > fY z A2.2 z O U D rr c/) z O U O U- 0 z z G c W 0 U 1 W _ U BUILDING B - FRONT ELEVATION (BUILDING C AND BUILDING A COLOR SCHEME B SIMILAR) 3/16" = 1'-0" 0 LIMESTONE BORAL BUCKS COUNTRY RANDOM ASHLAR BUILDING B - REAR ELEVATION (BUILDING A COLOR SCHEME B SIMILAR) 3/16" = 1'-0" © CEMENTITOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 FC1 CEMENTITOUS 7" CLAPBOARD SIDING KNOXVILLE GRAY HC -160 FC] CEMENTITOUS 7" CLAPBOARD SIDING ASHWOOD MOSS 1484 [E-] CEMENTITOUS BOARD & BATTEN SIDING G RAYSTON E 1475 F -F] CEMENTITOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 030 YEAR COMPOSITE SHINGLE PABCO PEWTER GRAY KEYNOTES - 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. REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT# PWH17-2 7. DOOR/WINDOW TRIM, PAINT AS NOTED. BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE Q U W ¢ ° Y rr CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY W .z..6" 8. PRE -FINISHED METAL GUTTER. SEE ROOF PLAN Q V Z Z m FOR EXTENT. COLOR AS NOTED, DOWNSPOUT TO z: O 0 rr� O1w w V _ In CL W ¢ Z U MATCH. = u w' � ��-, LL w CEMENTITIOUS CLAPBOARD SIDING 7" KNOXVILLE GRAY HC- O U 9. PAINTED WOOD OUTRIGGER. COLOR AS NOTED. = 160 BENJAMIN MOORE Z ~_~ ■ WLD L �- ! ~ Q z o I<n 0_ Lu Q 5Z 2i Oz } U W �cr y� Lu 10. 2x HORZONTAL TRIM PAINTED, ALIGN TRIM AS 0 W = 0O<Mozw Zu-U¢JO,- ©_ SHOWN. 1484 BENJAMIN MOORE > d ��=QU Op zLL CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 ¢Wozlo1QIf 11. 4" VERTICAL TRIM, TYP. ¢ > 0 a o a ° z o EE �- V Ir z Q or, 12. lx FINISH FASCIA, MDF OR EQUAL, SEE DETAILS. � p a o o W° p ITEM AF -45 BENJAMIN MOOREp U 13. METAL RAILING SYSTEM. COLOR AS NOTED. SEE OaEm 0000 --OD BUILDING CROSS SECTIONS. WW I- G � w a LL w m i Lu Lu z � c O O _ z-�~ TRIM PAINTED WHITE Q Li- LU Q 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 Q U Y rr CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY Q w Q V SW 7029 SHERWIN WILLIAMS vz z: O 0 V J = Q Y Z_ CEMENTITIOUS CLAPBOARD SIDING 7" KNOXVILLE GRAY HC- O 0 = 160 BENJAMIN MOORE Lu Q m W �cr [D. CEMENTITIOUS CLAPBOARD SIDING 7" ASHWOOD MOSS 0 = Oz ZO c 1484 BENJAMIN MOORE > O Op zLL CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 W � ¢ > 0 BENJAMIN MOORE V Ir z Q [FFF. CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S � p 0 OU O z 3: ITEM AF -45 BENJAMIN MOOREp O = Q r WW I- G � PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY i Lu Lu z � c O O _ ❑H TRIM PAINTED WHITE Q Li- LU Q z Uz Lu Q Q Q ILL] Z I— � Oz O NOTE: coo Q00 N O Y SOFFIT (NOT SHOWN) COLOR TO MATCH WHITE � W O Q Q = TRIM U N ~QpCfl 2 YQ Q O) ALL VENT TERMINATIONS AND OTHER EXTERNAL J UTILITY EQUIPMENT TO BE PAINTED TO MATCH THE � LU ( Q O ADJACENT WALL SURFACE. Lu - No J `l! X cOap 4 w N Jl- TRIM WHITE A2.3 z O I— U D rr C/) z O U O U- 0 z z G W Lu 0 U_ Q W _ U W Q U Y rr Q w V H vz w V J = cry O 0 = Lu m W Q Cc 0 Lu c U > O zLL W � U- < 0 C)U) U Lu Ir 0 w\ / I� Z A2.3 z O I— U D rr C/) z O U O U- 0 z z G W Lu 0 U_ Q W _ U W VIEW FROM KEISER AVE LOOKING 1 SOUTHEAST 1/41' = 1'-0" VIEW FROM PROPOSED PARK LOOKING WEST 1/411 = 1'-0" REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > F- !Ll Q Z L W W wn - WOOw-H ,z-Zazm z u rnzo-w¢w �. V =muWiN,Lj L W 3 J 2 s 1 m OQO W~= �-O z �jz3�z W= o'oowOzw V IV J LL Q W p�W CJ CCQ z0Q?�H p�oaoz UaWzLLO z}WwOzZ.20 op!3�°COZWo Yt IN, t0n0¢�O� �a�LLwm <zFO Q ¢~ A2m3A z O U D c/) z O U cC O u— O z z G Lu 0 N Q W _ U .Q °0 0 Q YZ 0 _ � 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz CI) 00 v02 r i r Q W W I— U w Ir 0 o3 i O - :-W zLL az -1--j UZ U) wo Q Q Q ` W r (y) Z I— � N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vo Co w � O a 0 � Lu (5 OC) x �a0 d' W N cz A2m3A z O U D c/) z O U cC O u— O z z G Lu 0 N Q W _ U Q U Y _ Q w H _ vz w c/) = cry O 0= �w m CI) Q 0� 0 Lu O _U zLL �Q 0 U w Lu U) Ir 0 O w > oC z A2m3A z O U D c/) z O U cC O u— O z z G Lu 0 N Q W _ U ©CEMENTITOUS CLAPBOARD SIDING G RAYSTON E 1475 COMMUNITY BLDG - ELEVATION 3/16" = 1'-0" [-C] CEMENTITOUS BOARD & BATTEN SIDING MARBLEHEAD GOLD HC -11 [El 30 YEAR COMPOSITE SHINGLE PABCO PEWTER GRAY [FITRIM WHITE 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): • A. CEMENTITIOUS CLAPBOARD SIDING 7" GRAYSTONE 1475 BENJAMIN MOORE C CEMENTITIOUS BOARD & BATTEN SIDING MARBLEHEAD GOLD HC -11 BENJAMIN MOORE LC. PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY 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 0zw .Q fi w'0 O 0 w F Z, [L Z m Q Y Z_ 0 r za- O V =°,Wwad ¢z U_ �^ V J �O � Q� D = z O LL Lu 0 .0 17 °¢oFz�Fz: � IT- (All � 4--1 Lu m u 2 W O.0owOzw -z I— © _ u _6 U 0� U> d= Q U U Q W W I— z�o� U ~°-�zo� z0OQoz C7 Q i 00- mOOU m (j zLL z Q W U F Q � Z Z O W W � Q 0 - <LL] Ol C)U) U Lu . N Q U 0 O ❑ a. O co p O Q U U 0 Zr � N z0 oC F�wm . 0 �?�0 Q F_ Q Q = U �Q A2.4 z O I— U D C/) z O U O U- 0 z z G W Lu 0 U_ Q LU U W .Q O 0 Q Y Z_ 0 V O vz _= �^ V J �O � Q� D = z O cry O oQ z <12� 4--1 Lu > _ oZ Q m 0 O z - W 00 v0= 0� r Q W W I— z�o� U w o3 i W - = Li -LU zLL Qz � U- < Uz C)U) U Lu Lu QQ Q 0 O ILLIr cy) Zr � N z0 oC r_ N . 0 Wco Ocvc) LU = N 1 Q Q = U �QoQ �Q 0 Vco C) LU � O a 0 � cz w g 00 N 0 �a0 X 4 W N A2.4 z O I— U D C/) z O U O U- 0 z z G W Lu 0 U_ Q LU U W Q U Y _ Q w V H _ vz w z �^ V J D cry O Lu m W Q 0� 0 Lu cr O _U zLL W � U- < 0 C)U) U Lu Ir 0 O w > oC z A2.4 z O I— U D C/) z O U O U- 0 z z G W Lu 0 U_ Q LU U W 23'- 4 112" 9'- 5 1/2" A3.2 4 73'- 10" 38'- 0" d. a[00] a , ° d a a JANITOR °.,d ° - - -- °Q 4 d ° - c - WOMEN's a _ 4 4 17 °d a- ° j a d.a - 'ESRa. FIRST FLOOR - COMMUNITY BUILDING 3/16" = 1'-0" Lo co bo 3 A3.2 REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 z o <,Z, Wn WOOW-F- ,Z-Zazm z -'� Siou d W [[Z UQ W H xUC7 2 C7 fn U -jI Z I1101� P:-0 OZ <j�3�z 0 U O W U' Z LOU z0=JOF -� J Q W p�W (7 CCQ i- a = Z pz0aoz � UaWzLLO OOU z_ " W U , _ 2i = z WOO Q Yt IN, 70 0o=�0cf) cr � Z LU a O LL W M ::)?FO =F- 3. U_ LL LU Um }U m W H =Q E 0 W 0� U A3.1 z O U D c/) z O U cC O U- 0 z z G LU 0 U_ Q LU _ U .Q ° 0 c5 Q Y Z_ 0 0 vz _= Q c/) �: QJ = z 0 cry O 0 Q z 0= C) �>_ 0z a � MJ W 0oz � ^ V ) 00 v02 r i r Q W W I- U w Ir 0 o3 i O - :-W zLL az -1--j UZ U) wo Q Q Q ` W r (y) Z I— � N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo� �Q D 0 cn V~ r^ J - (n Vo Co w � O a 0 � Lu (5 � N �a0 x d W N A3.1 z O U D c/) z O U cC O U- 0 z z G LU 0 U_ Q LU _ U Q U Y _ Q w H _ vz w c/) = cry O 0= �w � MJ W � ^ V ) Q 0� 0 LU O _U zLL �Q 0 U LU w U) Ir 0 O w > oC z A3.1 z O U D c/) z O U cC O U- 0 z z G LU 0 U_ Q LU _ U 1 FRONT COMMUNITY BUILDING 8 = V-13" B.O. JOIST 91- 1 1 /8" T.O. CONCRETE 0' - 0" V REAR - COMMUNITY BUILDING 1/8" = 1'-0" B.O. JOIST 9'- 1 1/8" T.O. CONCRETE 0'-0" 2 RIGHT - COMMUNITY BLDG 1/811 = 1v-011 LEFT - COMMUNITY BUILDING 1/8" = 1'-0" B.O. JOISTAIL 91- 1 1/811 T.O. CONCRETE o' - o° �! B.O. JOIST 91- 11/8" T.O. CONCRET�� o' -o" KEY NOTES (�:)- 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 B CEMENTITIOUS BOARD & BATTEN SIDING MARBLEHEAD GOLD HC -11 BENJAMIN MOORE PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY LDD 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 til zo Q Z W Wwn= W 00 W—E' �z�azm z nzO�w¢w Um Sp C7 2 (7 CL/U) l-�(A _j IT' zI1101� P:-0 oz j ��3�z °ZW z06¢JOF- -� J=(/7 F-2 J Q W p�W (7 CCQ a 0Q Z zp�aoz U-WZLLO U) z_ Cc W U Z' Q H Q Oz W O Q Ww�(n❑ U)�Q ErO O �UD a0wm �?FO Q ¢~ � 3 U_ LL Lu U� }U mLu �o =Q EE � >- W O� U A3.2 0 O z z G W Lu 0 N .Q O 0 Q YZ 00 5� V O vz _= � ^ V J �O � Q� = z O cry O oQ z 4__j U Lu <> z 0z a � MJ W 0Oz� � ^ V J Q v02 0� CD r Q W W I- z�9 U w o3 i O - :- w zLL Qz � U- < Uz (n w co a Q Q 0 O ILLIr _ Z � N z0 oC r_ . 0 W c\1 Ocvc� Lu = N Q Q = U �QoQ0 �Q O V~ r^ =)U) Vcow w T O J a0 cz w g oo N Na Sao X d w N A3.2 0 O z z G W Lu 0 N Q U Y Q w V H _ vz w Z_ � ^ V J cry O Lu � MJ W � ^ V J Q 0� 0 Lu O _U zLL W � U- < 0 C)U) U Lu Ir 0 O w > oC z A3.2 0 O z z G W Lu 0 N ROOF PLAN - COMMUNITY BUILDING 1/811 = 1'-011 REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > LU �- LU Q z W W wn - WOOw-H ,z-Zazm z u nzoCLw¢w �. V =mLL,-Cn CL ,T In LL LU zI j2(A o Q W O ~ = �-O z �jz3�z W= o'oowOzw V IV J LL Q W p�W CJ CCQ z0Q?�H pzoaoz UaWzLLO z}WwOzZ.20 op!3�°COZWo Yt IN, t0,Ft 0co �a�LLwm <zFO Q ¢~ A3.4 z O U D z O U cC O U— O z z G LU 0 N Q z0O 0 Q YZ 0 _ � 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz CI) Q v02 0� CD r Q W W I- z�o� U w o3 O :- W z zLL U) a U- < Uz U) w Q Q Q ` W r (y) Z I— [-- N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vw cow ;I- o a0 Lu (5 � N x Sao d' W N cz A3.4 z O U D z O U cC O U— O z z G LU 0 N Q U Y _ Q vz w c/) = cry O 0= �w m CI) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A3.4 z O U D z O U cC O U— O z z G LU 0 N 6 c - 92' - 5" 97-5" FIRST FLOOR - BUILDING A 1/8" = 1'-0" REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > LU �- LU Q z W W wn - WOOw-H ,z-Zazm z u nzo�w¢w �. =muWiN�Lj V L W 3 J 2 s i m OQWO~= P: -O�z l<jz3U)z W= o'oowOzw UZpU IV J LL Q W p�W CJ CCQ z0Q?�H pzoaoz UaWzLLO z}WwOzZ.20 op!O ZWo tILL" t0,Ft 0co �a�LLwm <zFO Q ¢~ A4.1 A z O U D z O U cC O U— O z z G LU 0 N Q z0O 0 Q YZ 0 _ � 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz CI) Q v02 0� CD r Q W W I- z�o� U w o3 O :- W z zLL U) a U- < Uz U) w Q Q Q ` W r (y) Z I— [-- N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vw cow ;I- o a0 Lu (5 � N x Sao d- W N cz A4.1 A z O U D z O U cC O U— O z z G LU 0 N Q U Y Q vz w c/) = cry O 0= �w m CI) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A4.1 A z O U D z O U cC O U— O z z G LU 0 N SECOND FLOOR - BUILDING A 1/811 = 1 1-011 REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > LU �- LU Q z W W wn - WOOw-H ,z-Zazm z u nzoCLw¢w �. V =mLL,-Cn CL ,T In LL LU zI j2(A o Q W O ~ = �-O z �jz3�z W= o'oowOzw V IV J LL Q W p�W CJ CCQ z0Q?�H pzoaoz UaWzLLO z}WwOzZ.20 op!3�°COZWo Yt IN, t0,Ft 0co �a�LLwm <zFO Q ¢~ A4.1 B z O U D c/) z O U cC O U— O z z G LU 0 N Q z0O 0 Q YZ 0 _ � 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz CI) Q v02 0� CD r Q W W I- z�o� U w o3 O :- W z zLL U) a U- < Uz U) w Q Q Q ` W r (y) Z I— [-- N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vw cow ;I- o a0 Lu (5 � N x Sao d' W N cz A4.1 B z O U D c/) z O U cC O U— O z z G LU 0 N Q U Y _ Q w H _ vz w c/) = cry O 0= �w m CI) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A4.1 B z O U D c/) z O U cC O U— O z z G LU 0 N THIRD FLOOR - BUILDING A 1/811 = 1'-0" REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > LU �- LU Q z W W wn - WOOw-H ,z-Zazm z u nzoCLw¢w �. V =mLL,-Cn CL ,T In LL LU zI j2(A o Q W O ~ = �-O z �jz3�z W= o'oowOzw V IV J LL Q W p�W CJ CCQ z0Q?�H pzoaoz UaWzLLO z}WwOzZ.20 op!3�°COZWo Yt IN, t0,Ft 0co �a�LLwm <zFO Q ¢~ A4.1 C z O U D c/) z O U cC O U— O z z G LU 0 N Q z0O 0 Q YZ 0 _ � 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz CI) Q v02 0� CD r Q W W I- z�o� U w o3 O :- W z zLL U) a U- < Uz U) w Q Q Q ` W r (y) Z I— [-- N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vw cow ;I- o a0 Lu (5 � N x Sao d' W N cz A4.1 C z O U D c/) z O U cC O U— O z z G LU 0 N Q U Y _ Q w H _ vz w c/) = cry O 0= �w m CI) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A4.1 C z O U D c/) z O U cC O U— O z z G LU 0 N FRONT - BLDG A 1 3/32" = 1'-0" RIGHT -BLDG A 3 3/32" = 1'-0" T.O. L3 PLATE 29'- 4 5/8" T.O. L3 GYP. C. 20' - 4 1 /2" T.O. L2 GYP. C 10' - 2 3/4" T.O. CONCRETE &-� 01 -oil `J LEFT - BLDG A 4 3/32" = V-0" T.O. L3 PLATE � 29'- 4 5/8" T.O. L3 GYP. C. � 20'- 4 1/2" �! T.O. L2 GYP. C 10' - 2 3/4" T.O. CONCRETE o' - o„ I T.O. L3 PLATE 29' - 4 5/8" -7710 T.O. L3 GYP. C. � 20'- 4 1/2" T.O. L2 GYP. C � 10' - 2 3/4" .O. CONCRETE 0'-0" REAR - BLDG A 3/32" = V-0" T.O. L3 PLATE 29' - 4 5/8" _ T.O. L3 GYP. C. 20'- 4 1 /2" _ T.O. L2 GYP. C 10'- 2 3/4" T.O. CONCRETE 0'-00" KEY NOTES 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): -- 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 C 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 C PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY EH. TRIM PAINTED WHITE 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 n 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 LLj > F- a zw .Q ¢N n= wOow_ QY Z 0 _ � Z z Hza zmF V 0 uw¢w z _= �� ^^ VJ �O � Q� �-• V =��,,�� -, w 3�=�in U 4__j U L w o¢11°~;_ Q Z 0Oz� z ~ } U � ♦J V! T— 0 r m Lu V � ■ � �L W ' t O'oOw(7Z0 Z p U¢ O UO I— 2 V d= Q U U LL U aWo9d �QIf Iz (n a 0¢ZO�(� Z 0 O r cy) Zr � N z0 Oa�Z�0 EE . 0 op!3z}¢wOzZ¢ (n Ocvc) Lu = N Q Q = w I—Qo� ao¢0zzw¢ Yt 0o 0 cn ¢,NQZW U J (n Vo T0¢¢0D a 0 � J4 �a0 X d w N �a�Lwm �zFo a ~ ¢ � 3 A4.2 z O U D C/) z O U O U- 0 z z G V J Lu 0 U_ CQ G w U W .Q °0 0 QY Z 0 _ � V 0 U z _= �� ^^ VJ �O � Q� = z O cry O 0 Q z 4__j U W <> _ oz Q m 0Oz� W 0 v0 2 r i 0 r a w w l— z�o� U w 03 L - Lj- w Z LL Qz Q Iz (n w�° Q Q Q 0 O r cy) Zr � N z0 oC r_ co N . 0 (n Ocvc) Lu = N Q Q = U I—Qo� �Q 0 cn V~ r^ J (n Vo Co w � O a 0 � Lu q � N �a0 X d w N A4.2 z O U D C/) z O U O U- 0 z z G V J Lu 0 U_ CQ G w U W Q U Y _ Q V H _ U z w Z_ �� ^^ VJ cry O W m W Q 0� 0 Lu >p _U Z LL 0 Q H U w Lu U) Ir 0 O w > oC z A4.2 z O U D C/) z O U O U- 0 z z G V J Lu 0 U_ CQ G w U W ROOF PLAN - BLDG A 1/8" = 1'-0" REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > LU �- LU Q z W W wn - WOOw-H ,z-Zazm z u nzoCLw¢w �. V =mLL,-Cn CL ,T In LL LU zI j2(A o Q W O ~ = �-O z �jz3�z W= o'oowOzw V IV J LL Q W p�W CJ CCQ z0Q?�H pzoaoz UaWzLLO z}WwOzZ.20 op!3�°COZWo Yt IN, t0,Ft 0co �a�LLwm <zFO Q ¢~ A4.4 z O U D z O U cC O U— O z z G LU 0 N Q z0O 0 Q YZ 0 _ � 0 vz _= Q � � C/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 00z� c/) Q v02 0� CD r Q W W I- z�o� U w o3 O :- W z zLL U) a U- < Uz U) w Q Q Q ` W r (y) Z I— � N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vw cow ;I- o a0 Lu (5 � N x Sao d' W N cz A4.4 z O U D z O U cC O U— O z z G LU 0 N Q U Y _ Q w H vz w z C/) cry O 0= �w m c/) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A4.4 z O U D z O U cC O U— O z z G LU 0 N 1Agi'-R" FIRST FLOOR - BUILDING B 1/811 = 1'-01' REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > LU �- LU Q z W W wn - WOOw-H ,z-Zazm z u nzo�w¢w �. =muWiN�Lj V L W 3 J 2 s i m OQWO~= P: -O�z l<jz3U)z W= o'oowOzw UZpU IV J LL Q W p�W CJ CCQ z0Q?�H pzoaoz UaWzLLO z}WwOzZ.20 op!O ZWo tILL" t0,Ft 0co �a�LLwm <zFO Q ¢~ A5mlA z O U D c/) z O U cC O U— O z z G LU 0 N I Q z00 0 QY Z 0 _ � 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz CI) 00 v02 0� r Q W W I- z�o� U w o3 O :- W z zLL U) a U- < Uz C)U) U LU LU o Q Q Q ` W r (y) Z I- � N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vo Co w � O a 0 � cz Lu (5 OC) x �a0 d- W N cz A5mlA z O U D c/) z O U cC O U— O z z G LU 0 N Q U Y _ Q w H _ vz w c/) = cry O 0= �w m CI) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A5mlA z O U D c/) z O U cC O U— O z z G LU 0 N 2—BEDROOM UNIT B 761 SF llllll �Mil 3 -BEDROOM 2 -BEDROOM UNIT A 2 -BEDROOM UNIT B 2—BEDROOM UNIT A SECOND FLOOR - BUILDING B 1/811 = 1'-0" II- 2 -BEDROOM UNIT B 2—BEDROOM UNIT A 3 -BEDROOM REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 ,' LLJ > �- Q z W Q 0�- EL' � wn - Woow- Q� o �5� �z-Zazm z O vz nzoCLw¢w _= c) �O � a) V= Cy LL, -,T O W 0= 3�=:icn U C) Lu o¢�°~� Q Z l� I- P:-Oit- z� z ~ o } U V! T— r m Lu u W 2 t ° O'oOWC7ZFW ZpU¢�O-- U(�2 I— Vd= �' Q U) -1--jUZ F- Q 0 U) a F- 0 Cr. (� r (� Z I— � N 0 z Oa�z 0 EE . 0 z}a-wOzZ.20 0 3: �Qo(.c) aQzzo ¢woO.2 � 0 cn V~ U J Z Un Vo T0¢¢oD a 0 � Lu (5 OC)N C:) OC) x d w N ma1�wm �zFO a Er� A5.1 B z O U D c/) z O U cC O u- 0 z z G Lu 0 U_ Q LL] _ U Q 0�- z Q� o �5� O vz _= c) �O � a) = z 0 cry O oQ z 0= C) �> 0z a m 0oz CI) 00 v02 r i r Q W W I— U w Ir 0 03 L O — U—z LU Z zLL U) Q -1--jUZ u- < 0 U) w o Q Q Q ` W r (� Z I— � N 0 oC r- co N . 0 U) Ocvc� LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Z Un Vo Co w � O a 0 � Lu (5 OC)N C:) OC) x d w N A5.1 B z O U D c/) z O U cC O u- 0 z z G Lu 0 U_ Q LL] _ U Q U Y _ Q w H _ vz w c) = cry O 0= �w m CI) Q 0� 0 Lu O _U zLL u- < 0 C)U) U Lu Ir 0 O w > oC z A5.1 B z O U D c/) z O U cC O u- 0 z z G Lu 0 U_ Q LL] _ U 1� THIRD FLOOR - BUILDING B 1/811 = 1'_O„ REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > LU �- LU Q z W W wn - WOOw-H ,z-Zazm z u nzoCLw¢w �. V =mLL,-Cn CL ,T In LL LU zI j2(A o Q W O ~ = �-O z �jz3�z W= o'oowOzw V IV J LL Q W p�W CJ CCQ z0Q?�H pzoaoz UaWzLLO z}WwOzZ.20 op!3�°COZWo Yt IN, t0,Ft 0co �a�LLwm <zFO Q ¢~ A5mlC z O U D c/) z O U cC O U— O z z G LU 0 N Q z0O 0 Q YZ 0 _ � 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz CI) Q v02 0� CD r Q W W I- z�o� U w o3 O :- W z zLL U) a U- < Uz U) w Q Q Q ` W r (y) Z I— [-- N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vw cow ;I- o a0 Lu (5 � N x Sao d' W N cz A5mlC z O U D c/) z O U cC O U— O z z G LU 0 N Q U Y _ Q w H _ vz w c/) = cry O 0= �w m CI) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A5mlC z O U D c/) z O U cC O U— O z z G LU 0 N FRONT - BLDG B 1 3/32" = 1'-0" _ T.O. L3 PLATE 29'- 4 5/8" T.O. L3 GYP. C. 20' - 4 1 /2" T.O. L2 GYP. C � 10' - 2 3/4" T.O. CONCRETE �� 0'-0" 1 LEFT - BLDG BRIGHT - BLDG B 3/32" = 1'-0" 3/32" = V-0" REAR - BLDG B 3/32" = 1'-0" 3 PLATE � GYP. C. � 4 1/2" V GYP. C )' - 2 3/4" VCRETE � 0' - 0.. T.O. L3 P_LATE 29' - 4 5/8" T.O. L3 GYP. C. 20' - 4 1 /2" T.O. L2 GYP. C � 10' - 2 314" O. CONCRETE 0'-0" T.O. L3 PLATE 29'- 4 5/8" .O. L3 GY_P. C. � 20'- 4 1/2" F.O. L2 GYP. C t 10' - 2 3/4" D. CONCRETE 0'-0" KEY NOTES 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 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 CEMENTITIOUS CLAPBOARD SIDING 7" SAGE MOUNTAIN 1488 BENJAMIN MOORE �E CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 BENJAMIN MOORE L' - 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--* A.. BORAL BUCKS COUNTRY RANDOM ASHLAR LIMESTONE B❑ CEMENTITIOUS SHINGLE SHAKE SIDING AGREEABLE GRAY SW 7029 SHERWIN WILLIAMS �C CEMENTITIOUS CLAPBOARD SIDING 7" KNOXVILLE GRAY HC - 160 BENJAMIN MOORE ED] CEMENTITIOUS CLAPBOARD SIDING 7" ASHWOOD MOSS 1484 BENJAMIN MOORE �E:. CEMENTITIOUS BOARD & BATTEN SIDING GRAYSTONE 1475 BENJAMIN MOORE u CEMENTITIOUS BOARD & BATTEN SIDING COLLECTOR'S ITEM AF -45 BENJAMIN MOORE EG] PABCO 30 YEAR COMPOSITE SHINGLE PEWTER GRAY 0 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 LLj > F- a zw .Q ¢N n= Oow_ Q YZ 00 5� za m H�w= V o U 6�w¢w _= a� r V Cn CL im. -V �'2'TF LLw 0 Q z _j I= U 4--1 L w < > _ oZ Q m U 0Oz� P:-O�-z-D- z ~ } U � ♦J V! T— CD r m Lu V ■ 2 W ' t O"o F< ZU Z p U¢ O UO H 2 V d= Q U U LL U D U- Q Uz (n w�° Za¢ZO� 0 O Q Zr � N z0 Oa�Z�� E . 0 z "0. 'o Q = LLJ I—QoQ0 a¢zzo g O 0 cn V~ r^ J =)(n Vo 0"ZU ¢2Oco t�n0o a o � Lu q � N x �O �a0 "twN cz 0wma�o zF a ¢~ � 3 A5.2 z O U D C/) z O U 0 1— O z rz� V V J Lu 0 U_ CQ G LU U W .Q °o 0 Q YZ 00 5� V o U z _= a� r � /1 ^ �: =z o cry O 0 Q z 4--1 Lu < > _ oZ Q m U 0Oz� W Q v02 0� CD r Q W W I— z�o� U w o3 i Q Li - LU- z Z LL Q D U- Q Uz (n w�° Q Q Q 0 O ILLIr Zr � N z0 oC r_ co . 0 (nN Q Ocvc� LU = N 1 Q = U I—QoQ0 �Q 0 cn V~ r^ J =)(n Vo Co w � O a o � Lu q � N x �a0 "twN cz A5.2 z O U D C/) z O U 0 1— O z rz� V V J Lu 0 U_ CQ G LU U W U Y Q V H _ U z w Z_ � /1 ^ cry O Lu m W Q 0� 0 Lu >p _U Z LL 0 D U- Q H U w Lu U) Ir 0 O w > oC z A5.2 z O U D C/) z O U 0 1— O z rz� V V J Lu 0 U_ CQ G LU U W ROOF PLAN - BLDG B 1/811 = 1'-0" REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > LU �- LU Q z W W wn - WOOw-H ,z-Zazm z u nzoCLw¢w �. V =mLL,-Cn CL ,T In LL LU zI j2(A o Q W O ~ = �-O z �jz3�z W= o'oowOzw V IV J LL Q W p�W CJ CCQ z0Q?�H pzoaoz UaWzLLO z}WwOzZ.20 op!3�°COZWo Yt IN, t0,Ft 0co �a�LLwm <zFO Q ¢~ A5.3 z O U D c/) z O U cC O U— O z z G LU 0 N Q z0O 0 Q YZ 0 _ � 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz CI) Q v02 0� CD r Q W W I- z�o� U w o3 O :- W z zLL U) a U- < Uz U) w Q Q Q ` W r (y) Z I— [-- N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vw cow ;I- o a0 Lu (5 � N x Sao d' W N cz A5.3 z O U D c/) z O U cC O U— O z z G LU 0 N Q U Y _ Q w H _ vz w c/) = cry O 0= �w m CI) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A5.3 z O U D c/) z O U cC O U— O z z G LU 0 N FIRST FLOOR - BUILDING C 1/811 = 1'-0" NOTE: SEE BUILDING A FOR EXTERIOR WALL DIMENSIONS REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > F- !Ll Q z L W W wn - WOOw-H ,z-Zazm z u nzoCLw¢w �. V =mLL,-Cn CL ,T In co LL zI j2(A o Q W O ~ = �" �-O z (All2jz3Mz W= o'ooIOzw V IV J LL Q W p�W CJ CCQ z0Q?�H pzoaoz UaWzLLO z}WwOzZ.20 op!3�°COZWo Yt IN, t0,Ft 0co �a�LLwm <zFO Q ¢~ A6mlA z O U D c/) z O U cC O u— O z z G Lu 0 N Q z0O 0 Q YZ 0 _ � 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz CI) Q v02 0� CD r Q W W I- z�o� U w o3 O :- W zLL az -1--j u- < Uz U) w Q Q Q ` W r (y) Z I— � N 0 oC r- N . 0 (nco Q Ocvc) LU = N 1 Q = U �Qo(.c) �Q 0 cn V~ r^ J (n V w cow ;I- o a0 Lu (5 � N x Sao d' W N cz A6mlA z O U D c/) z O U cC O u— O z z G Lu 0 N Q U Y _ Q w H _ vz w c/) = cry O 0= �w m CI) Q 0� 0 Lu O _U zLL u- < 0 C)U) U Lu Ir 0 O w > oC z A6mlA z O U D c/) z O U cC O u— O z z G Lu 0 N SECOND FLOOR - BUILDING C 1/811 = 1'-0" REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > LU �- LU Q z W W wn - WOOw-H ,z-Zazm z u nzoCLw¢w �. V =mLL,-Cn CL ,T In LL LU zI j2(A o Q W O ~ = �-O z �jz3�z W= o'oowOzw V IV J LL Q W p�W CJ CCQ z0Q?�H pzoaoz UaWzLLO z}WwOzZ.20 op!3�°COZWo Yt IN, t0,Ft 0co �a�LLwm <zFO Q ¢~ A6.1 B z O U D c/) z O U cC O U— O z z G LU 0 N Q z0O 0 Q YZ 0 _ � 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz CI) Q v02 0� CD r Q W W I- z�o� U w o3 O :- W z zLL U) a U- < Uz U) w Q Q Q ` W r (y) Z I— [-- N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vw cow ;I- o a0 Lu (5 � N x Sao d' W N cz A6.1 B z O U D c/) z O U cC O U— O z z G LU 0 N Q U Y _ Q w H _ vz w c/) = cry O 0= �w m CI) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A6.1 B z O U D c/) z O U cC O U— O z z G LU 0 N 1 THIRD FLOOR - BUILDING C 1/8" = V-0" REVISIONS COPYRIGHT DATE 12/15/17 DRAWN BY BP PROJECT # PWH17-2 > LU �- LU Q z W W wn - WOOw-H ,z-Zazm z u nzoCLw¢w �. V =mLL,-Cn CL ,T In LL LU zI j2(A o Q W O ~ = �-O z �jz3�z W= o'oowOzw V IV J LL Q W p�W CJ CCQ z0Q?�H pzoaoz UaWzLLO z}WwOzZ.20 op!3�°COZWo Yt IN, t0,Ft 0co �a�LLwm <zFO Q ¢~ A6mlC z O U D c/) z O U cC O U— O z z G LU 0 N Q z0O 0 Q YZ 0 _ � 0 vz _= Q � � c/) �O � QJ = z O cry O 0 Q z 0= C) �>_ 0z a m 0oz CI) Q v02 0� CD r Q W W I- z�o� U w o3 O :- W z zLL U) a U- < Uz C)U) U LU LU Q Q Q ` W r (y) Z I— [-- N 0 oC r- N co . 0 U) Ocvc) LU = N 1 Q Q = U �Qo(.c) �Q 0 cn V~ r^ J Un Vw cow ;I- o a0 Lu (5 � N x Sao N d WNv A6mlC z O U D c/) z O U cC O U— O z z G LU 0 N Q U Y _ Q w H _ vz w c/) = cry O 0= �w m CI) Q 0� 0 LU O _U zLL U- < 0 C)U) U LU Ir 0 O w > oC z A6mlC z O U D c/) z O U cC O U— O z z G LU 0 N Exhibit B CONDITIONS OF APPROVAL — 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. Exhibit B 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) Create and implement a parking management system plan for resident and guest parking (i.e. assigned spaces, resident stickers, fee for additional vehicles, etc.); C) Provide the location for a future bike sharing program; d) Provide for secure bicycle parking above code requirements; and/or e) Other measures to reduce parking demand. Site Plan, Landscapin and nd Sims 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. Exhibit B 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. Exhibit B 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. 30) Include an interactive water feature/ water play system adjacent to the tot lot near the community center building. 31) Upgrade the proposed barbeque fixture shown on L-1.4 to include a sideboard feature and consider a built in barbeque gas fixture. Site Improvements 32) 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. 33) Any existing overhead and proposed utilities shall be placed underground. Construction Mitigation� 34) 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. 35) The developer shall comply with construction hours pursuant to Rohnert Park Municipal Code Section 9.44.120. 36) 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. 37) 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.