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HomeMy WebLinkAboutItem 3 - Attachment 12 - Project Plans A X 1`70 1/ -IM/N my I o/0 g ASIM/11 '0/g ............. �..........�//' .......... .............................. IF"'1 ............ "Aw "n®r xxlv- V! a n/mr/PATKI/I I I" i & "M .......... 'V, NP/1"!/'11-1, Sqr/� 0 "'1101 S1011", 166, 0, F V, im Aom4' MENNEN/ tmvz�ftl 111111111111 2 Sill 5 11111 OUR TEAM SHEETINDEX: SITE SLF-MOSS STREET, LLC ARCHITECTURE A-1 9 4 PLEX ROWTOWNS Elevations SP-1 CONCEPTUAL SITE PLAN A-20 5 PLEX ROWTOWNS Building Plans Contact: Matthew P Brady SP-2 CONCEPTUAL OPEN SPACE PLAN A-21 5 PLEX ROWTOWNS Elevations 5 5- 2 Park Plaza, Suite 700, Irvine, CA 92614 S I\ 949.417.1396 www.Shopoff.com SP-3 CONCEPTUAL TRASH STAGING PLAN A-22 6 PLEX ROWTOWNS Building Plans I\ SP-4 CONCEPTUAL UNIT AND BUILDING MATRIX A-23 6 PLEX ROWTOWNS Elevations PALOMAR ST WHA Architects . Planners . Designers A-1 PLAN 1 Unit Plan A-24 CONCEPTUAL COLORS AND MATERIALS AVE A-2 PLAN 2 Unit Plan VICINITY MAP Contact: Jeff Chelwick A-3 PLAN 3 Unit Plan CIVIL T.B. PG. NOT TO SC&E 2850 Redhill Ave, Suite 200, Santa Ana, CA 92705 A-4 PLAN 4 Unit Plan C-1 COVER SHEET SITE ADDRESS 949.250.0607 1 www.WHAinc.com A-5 PLAN 5 Unit Plan C-2 EXISTING CONDITIONS AND ENCUMBRANCES 676 Moss Street MICHAEL BAKER INTERNATIONAL A-6 PLAN 6 Unit Plan C-3 CONCEPTUAL GRADING PLAN Chula Vista, CA 91911 Contact: Brian D. Stup A-7 11 PLEX COURT TOWNHOMES Building Plans C-4 CONCEPTUAL GRADING / STORMWATER 9755 Clairemont Mesa Blvd, Suite 100, San Diego, CA 92124 A-8 11 PLEX COURT TOWNHOMES Building Plans C-5 CONCEPTUAL UTILITY PLAN ASSESSOR PARCEL NUMBERS 949.916.3800 www.mbakerintl.com A-9 11 PLEX COURT TOWNHOMES Elevations C-6 FIRE AND CIRCULATION PLAN 618-010-26, 618-010-30, 618-010-31 A-1 0 12 PLEX COURT TOWNHOMES Building Plans STUDIO PAD, INC. A-1 1 12 PLEX COURT TOWNHOMES Building Plans LANDSCAPE ZONING DESIGNATION Contact: PeterA. Duarte A-1 2 12 PLEX COURT TOWNHOMES Elevations L-1 SCHEMATIC LANDSCAPE PLAN Existing: ILP (Limited Industrial Precise Plan) 23282 Mill Creek Dr, Suite 200, Laguna Hills, CA 92653 A-1 3 13 PLEX COURT TOWNHOMES Building Plans L-2 SCHEMATIC WALL & FENCE PLAN Proposed: R-3 (Apartment Residential Zone) 949.770.8530 www.Studio-Pad.com A-1 4 13 PLEX COURT TOWNHOMES Building Plans L-3 SCHEMATIC PLANTING PLAN A-1 5 13 PLEX COURT TOWNHOMES Elevations L-4 SCHEMATIC IRRIGATION HYDROZONE PLAN GENERAL PLAN DESIGNATION A-1 6 3 PLEX ROWTOWNS Building Plans L-5 SCHEMATIC OPEN SPACE ENLARGEMENT PLAN Existing: Limited Industrial A-1 7 3 PLEX ROWTOWNS Elevations L-6 SCHEMATIC SECTION ENLARGEMENT Proposed: High Density A-1 8 4 PLEX ROWTOWNS Building Plans L-7 SCHEMATIC LIGHTING PLAN A C 11 11111 C FS I A,111 11\1 C S 6 "7 6 VIOSS S SHOPUREALTY 04kFF INVESTMENTS CHULA VISTA, CA G��[1111111ry ............11 (�) 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018311117 02-18-20 0 11�,A�,l G[�� C 0 U 1\11�Y I OS AINIGII���IA�ES [�3AYA���d��A i Project Summary 15.3' 15.1' 15.0' i 5. ' ARIZONA STREET Total Site Area: + 6.94 Acres (+ 302,254 SF) I 15.0' • �� a • 3, I,I . Total Units: 141 Homes 2 .°, 0 0 ° AA AA 11 °' (97) 3-Story Court Towns Property Line • 0 22° - (16 Plan 1 : + 1 ,196 SF, 2 Bed, 2.5 Bath (Tandem) 3 .0 32 \ ) - \ ) • 0 • 0 - 30 - (16) Plan 2: + 1 ,235 SF, 2 Bed, 2.5 Bath (Tandem) 0 24.0' 33 10.01. - (34) Plan 3: + 1 ,652 SF, 3 Bed, 2.5 Bath, Den D Q [ T T - (31) Plan 4: + 1 ,758 SF, 4 Bed, 3.5 Bath, Opt. Den 2.9' 34 \ � 4 � • � � 3 .o' 12. R °, s • T' r •V V VV VV VIV (44) 3-Story Row Towns 0 - (24) Plan 5: ± 1 ,838 SF, 3 Bed, 2.5 Bath, Den, Opt. Bed 4 28 - 20 Plan 6: + 2,002 SF 4 Bed 3.5 Bath Opt. Den ' • 15.0' T ,20.0' • 224-0- • T AT Density: 20.4 Homes per Acre • 20.0' • 10.0' 20. AA T T Parking: 7 8 T �� • •6 [ AA . ARequired: 282 Spaces (2.0 spaces per home) (141) Homes x 2.0 Spaces = 282 Spaces 7g 20 I � • /.�: 3S • 10.0' Property Line - • 0 p y (141) Guest x 0.0 Spaces = 0 Spaces 36• T T VVVVProvided: 346 Spaces 2.45 spaces per home 02 • 2 .0' 0VVVV p ( p p ) 0 3, 1 • ` T T Garage: 282 Spaces (64 Tandem spaces identified with 'T') 24.0' 0 33.0 Head In: 40 Spaces (9' x 19') 015.0 2? 38 Parallel: 24 Spaces (9' x 22') _ • • � �� • • ,� 9.0' • 2s 0 2 .0' 3 .o AT AT Open Space: • � 10.0' 19.0' • 39 25 Required: 71 ,120 SF Total (+ 504 SF per home, 6' min. dimension) • �, .r ` � • 24 �;; �� [:� z,., Af ,A�/,, 18, ' r ; , �. z.o' 223 181' °, 12.° 2 , Existing culvert w/ 37' easement Provided: 75111 SF Total //+ 533 SF per home 9.9 , l- p ) 27 4.9' 75 2 A o Lot Coverage: 35% of site (+ 104,416 SF) i" 4 73 Ar 6.8' g, - 5�; - - 2.0' 7 2 77 �- - 70 T T Zoning Summary 9 �24.0' 40 V'V VV VV V Q 0 11 T T 47 Existing General Plan: Limited Industrial W 30.0' Proposed General Plan: High Density - 12.0 p g o 42 • • - Existing Zoning: Limited Industrial Precise Plan Property Line � T A � 5 � [� 1s Proposed Zoning: R-3 64 63 62 67 Bp 5 � R20.0' s R10.0' T T o 5 1° - Lot Area per Unit: + 2,143 SF per home (min. 1 ,590 for 4-bed units) ? 820.0' a�T ' L 3e$' Building Setbacks: Front Yard: 15' 7.1' 4 2011 I'llIII Interior Side Yard: 7' 24.0' 24.0' 18 Cl T T 24.0'-,' ' .0'2 .°' T T Rear Yard: 17' 3 VV VV VV VV, • � Proposed Setbacks. Front Yard. 10'X i .. i • 33.0 ' ' � °' • � - 12.0 Interior Side Yard: 12' • • .,, 7 22.0' 44 _ - Rear Yard: 15'* AT, AT15 T T ! * Variance will be requested from Planning Commission R2 .0' AA AA Ss T T T T Building Separation: 10' minimum AA' AA As5AA AA , R10.0' .0 54 ' �o.o Max. Building Height: 45' and 3 Stories 1 20 n n 01 5.2' I 53 52 57 50 .49 48 4, 4g 4 5'01 Max. Lot Coverage: 50% 19. ° Notes:VV VV V1V' ] 'VV VV VV VV VV- 12.0, o -- 14 13 1. Site plan is for conceptual purposes only. �� • ' 20.0 2. Site plan must be reviewed by planning, building,and fire departments for code compliance. 3. Base information per civil engineer. 4. Civil engineer to verify all setbacks and grading information 5. Building Footprints might change due to the final design MOSS S TREE T elevation style. 6. Open space area is subject to change due to the balcony design of the elevation. 7. Building setbacks are measured from property lines to building foundation lines. CONCEPTUAL ITE PLAN ,Il rail Il li II (C ", s l..A�J ll 11 IIS k CONSTRUCTION: R2 VB 6iiiiiiiii 6uui uuui uuui P SPRINKLER SYSTEM. FULL 13 "7 VIOSS S uii 0 20 40 80 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTYIIIIIIIIIIIIIII INVESTMENTS CHULA VCA ry111 ............11 J1 © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,!`+ u�_ [,I C0U1\11i�Y I OS AINIIGII ES 3A'(r� w i Project Summary .3' 15.1' 15.0' $�� Total Site Area: + 6.94 Acres + 302,254 SF ARIZONA STREET (- ) 41 XY [ • 0 T, rTotal Units: 141 Homes :AA AA AA AA AA',I 1 0' (97) 3-Story Court Towns -24.01 22.0' - (16) Plan 1 : + 1 ,196 SF, 2 Bed, 2.5 Bath (Tandem) � 3 0' ^- I 11 [� . - „� ��:, . � 30 - (16) Plan 2: + 1 ,235 SF, 2 Bed, 2.5 Bath (Tandem) 5 Ir 24.0' 1°° - (34) Plan 3: + 1 ,652 SF, 3 Bed, 2.5 Bath, Den rAA l 2.9' 07VVVVV - (31) Plan 4: + 1 ,758 SF, 4 Bed, 3.5 Bath, Opt. Den 12 % 0.01 (44) 3-Story Row Towns fllflfll 9• s' V V - 24 Plan 5: + 1 ,838 SF 3 Bed 2.5 Bath Den Opt. Bed 4 . e R1o.o' - - ��«< - (20) Plan 6: ± 2,002 SF, 4 Bed, 3.5 Bath, Opt. Den R .o ,, 15.0' 1111111110 � X20.0' 000001 "%////G/, y 2 Density: 20.4 Homes per Acre 20.0' �� • 10.01 _ 20V AA Open Space: Required: 71 ,120 SF Total (+ 504 SF per home, 6' min. dimension) • (32) 2 Bedroom x 400 SF = 12,800 SF • (34) 3 Bedroom x 480 SF = 16,320 SF Aiaairrr� 10.0' • • (75) 4 Bedroom x 560 SF = 42,000 SF vvvvvvvv VV � 0000l Provided: 75,111 SF Total* (+ 533 SF per home) 36,864 1 1 �. .� 24.0 33.0 �11r<r , �, �� � VV ■ + D 000001 Common: 36 864 SF � �%���� / l 000001 � , �/�ii� ..i • � 0 00000l � � ;�!� ,,,,,,,� ,,,, 15.0' • Private 0roun : + 41 F M'n D m n n • 00000 � �, 2 0' rrr � 0 011111111 • . Decks: + 10 570 SF (6 Min. Dimension) • r�ri 3 .0 - ' 19.0' 10.0' �lllll • • Roof Decks: + 19,636 SF (6' Min. Dimension) AA AA -AA AA ,. A l 18.6 � �;� � � ,, � �' � � ■ . + 2.0' 12.o Landscape Area. 45 381 SF ���,r��llllllllllllllllllllllllllllllllllll , r , - i i r i 111111 l i 1Pnv Private Ground 166 SF (less than 6Min. Dimension) rl �! r r/ l r i i l i I I> 43 Allo ens aces counted towards the total provided open sace meet the General Plan's exterior land use/noise compatibility 2 .° V VVVVVVV7threshold of 65 dB CNEL for new residential development. fi.D 1I1VV11f11111II1111II1111II fi:8'• • s. develo ment.Q viv � llf 3°° Ill" Decks/Roof Decks eliminated from provided o.s. due to noiseLQ 12.0 Il i i � r/,... /�flI IVf fl'lll/ ,, , "/„� iif,s� ;/,i '... � � 1111111111 ,. ;::..;. 'w I'e: ,, .,..rf - • l// i oioi o � ll„ . �,�,�,� � , • but not disqualification. Decks/Roof Decks locations are shown q , included in above total. Q // l • • llllllli17 16 AA AA AA AA AA A, A (Jl � R20.0' 0 I R10.0 10. ' ? \ R20.0' 24.0' L 2L- 36.$' 7.1' 13.5 20.Y 24.0' 2).0' 1 .0 18V VVVVVVV'V' 24.0' 24.0' [ Vvvvvvv,v VV V 'VV V d 11117Q 110 12 . • • �► 33.0 • 1 ` %% JJ1 12.0' a ';, ✓ �„,o, ml 1111111, 1111111111 ;%% ' '` �,. ,,,. 22.0' • l '' 1111111 '' • A A . • „ 15 �1>11i111 �J m lrllll 0 I „ ; 1 A ,A R2 .0' 1AA AA AA � AA , A,A IAT LA A' A All,A A A Al T \ R10..0'� 20.0' i 5.2' 5.0' - °119. VV VV.01 1 VI-1 , J.0VV VV VV VV Notes: i rr 112.0 ii 14 3 1. ite Ini fr net I purposes on y. S a s o co c ua u os s o � p p p p Y } i// I'„ /� • • 20.0' • 2. Site plan must be reviewed by planning, building,and fire �f �l/llll SNI,W. departments for code compliance. _ - 3. Base information per civil engineer. 4. Civil engineer to verify all setbacks and grading information 5. Building Footprints might change due to the final design MOSS S TREE T elevation style. 6. Open space area is subject to change due to the balcony design of the elevation. 7. Building setbacks are measured from property lines to building foundation lines. CONCEPTUAL PEN SPACE PLAN ,I?rail Illi II (,I ", sl..A�J llS X11.1: J(3( 111"4 ,IIS CONSTRUCTION: R2 vB uumu�, iiiiiiiiiiiiiiiiiiiiiiiiiiiiii i uumu�, ilii uui iiiiiiiiiiiiiiii iiiiiiiiiiiiiiii uuui uuui VIOSS SSP- 2 SPRINKLER SYSTEM. FULL 13 "7 uii 0 20 40 80 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTYIIIIIIIIIIIIIII INVESTMENTS CHULA VCA ry111 .............. J1 © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,!`+ u [: C0u_ \11�Y I OS AINIIGII ES 3AY A �w A Project Summary Total Site Area: + 6.94 Acres (+ 302,254 SF) [ =-= 1C1 _ _ • ARizoNA STREET – • 37 r, Total Units: 141 Homes 0 0AA - (97) 3-Story Court Towns • E • ' 32 - (16) Plan 1 : + 1 ,196 SF, 2 Bed, 2.5 Bath (Tandem) • D 0 - (16) Plan 2: + 1 ,235 SF, 2 Bed, 2.5 Bath (Tandem) D D [ _. ' 33 - (34) Plan 3: + 1 ,652 SF, 3 Bed, 2.5 Bath, Den D Q [ TT - (31) Plan 4: + 1 ,758 SF, 4 Bed, 3.5 Bath, Opt. Den 0 4 • 0 34 T T (44) 3-Story Row Towns 0L - (24) Plan 5: ± 1 ,838 SF, 3 Bed, 2.5 Bath, Den, Opt. Bed 4 � 28 29 30 - (20) Plan 6: ± 2,002 SF, 4 Bed, 3.5 Bath, Opt. Den T ®®®®®®®®®®®®®®®® ®®®®®®®®®®®®®® s.0' Density: p ® T AT 20.4 Homes per Acre R37. A LA A AA 78 79 20 I " • 19 1 I � ® ® • � � • 35 tl LA tAA A T • ® 0' ® ® • = = = • 7, • .. ® 36 ® ® T T ®®® D D ® ® T A A A A A A A A A A ®® 21 r • 33 ® ��, .. • • AT T2s ® r • • • 3 25 9 ®®® 24 = a0— AA AA AA AAT AT Trash Storage 3-Story Row Towns s23 4 ®®® 21 (2) 96-gallon carts per home 75 ®® 13 72 17 70 ® ..., T T 91 C— , 8 , • •: 40 V'V VV VV V'V cc 0 ® 11 T T W • 0 4r ® , • mo 0 42 • Q Y AT AT 400 SF Bulk I I I I Item Pickup(19 R37.1 s4 83 s2 s7 60 5 T T • � 5 9 ® • V V a ®®®®®®®® NR®®®®®® 37.1' ? R37.1' 37.1' 8.0' • 4 837.1 ®® ®® ON ®® Z. Typical (2) 96-gallon carts staging 37.1 V V ® T ® T T T • VV VV VV VV, 18 • T T ®I N T T — A A A — o' • ® 1243 _ . • 58 m • 0 • ® ® —TT-1 .... • 8' Trash lane w/ 44 ® N 7 57 • 15 ® ® • A A minimum 37.1 ' ® AT, AT ® ®A AA AA 1AA T A .. UU UU UU UU U U Inside radii 56 T T AAT �AT H III HH III HI 1 11 1 R3 1 55 ®® ®® ®® ®® ®® ®® 371' Trash Storage: 3-Story Court Towns 54 $.o' g Y O, 53 ®®®® 57 SQ 49 48 47 46 ®® (2) 96-gallon carts per home 52 VV VV VIV 'VV VV VV VV VV 45 Notes: I .I I 0 14 13 1. Site plan is for conceptual purposes only. ��� �� v • ' • `� 2. Site plan must be reviewed by planning, building,and fire �...........�.......�..... .. .rt. departments for code compliance. 3. Base information per civil engineer. 4. Civil engineer to verify all setbacks and grading information 5. Building Footprints might change due to the final design MOSS S TREE T elevation style. 6. Open space area is subject to change due to the balcony design of the elevation. 7. Building setbacks are measured from property lines to building foundation lines. CONCEPTUAL TSTAGING PLAN ,Il rail Illi II (C sl..A�J llll IIS SII.,: II �Il:,ll k CONSTRUCTION: R2 VB uumu�, iiiiiiiiiiiiiiiiiiiiiiiiiiiiii i uumu�, ilii uui iiiiiiiiiiiiiiii iiiiiiiiiiiiiiii uuui uuui VIOSS SSP� 3 SPRINKLER SYSTEM. FULL 13 "7 uii 0 20 40 80 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTYIIIIIIIIIIIIIII INVESTMENTS CHULA VCA ry111 �� .............. J1 © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,A1+ uGII: C0U1\11i�Y I OS AINIIGII ES 3A'(r� w Building Number of Bldg Number Bldg SF Building Type � Bldg Unit Mix Name Bldgs on Site (lot coverage) 15.3' 15.1' 15.0' , .....:� = = - AR/ZONA S (1 ) Plan 5 15.0' o o o o • 37 C 3 Plex Rowtown 3 3114, 18 23499 SF 0 2 0 " o o �AA A 0 0 0 0 0 A'A P6 P5 P6 (2) Plan 6 U22302 .010.0T T 00 00 00 00 T 2 Plan 5 R .0' O 4 Plex Rowtown 2 16,17 3,294 SF P6 P5 P5 P6 (2) Plan 6 29 R1 .0' 15.0' D D - D A 0 . D 20.0 D 20. A 0 00 ANAA AIA, , D 6 Cl [� • �, a (3) Plan 5 29 o 0 19 35 10.0 5 Plex Rowtown 3 5, 8, 13 4,089 SF • . Plan 6 P6 P5 P5 P5 P6 (2) • .0 T T 3 . ' D D 17 a 2 2 • 0 36 VV VV VV ""VV T T 00 , 37 1 .24. -24.0", 0 33.0 • • • • • D D D 15.0' AT, 0 6 Plex Rowtown 2 6, 7 4,884 SF4 Plan 5 0.0 259.0' � 39Plan 6 MAMA, P6 P5 P5 P5 P5 P6 (2) ® • 229 3 18.11,71 22 R1 0- a a a21 .0' 15 2 ' 4.3' r4 13 6. 5"1' 12.0'._ n 12 ,E T T P3 VP 4 VP3 P1 8 7 „ • 2 .Y •. 40 V V V V VV ""V V V 0 0 11 . (2) Plan 1 3 3' • . 41 , /'. . • Lu -30.0'0 30.0' o - 12.0' 11 Plex Court (2) Plan 2 a `\ • 7,690 SF m a a 1 4 d, 0 Townhome (4) Plan 3 6 P2 (3) -L� F--L�4- A 64 63 62 J,, " AA AA • • • Plan 4 AA AA AT, AT R20.0' R 0.0 O s R20.0' I I 7"1 4 20.0' P4 P3 P4 P3 P1 3 --t-24.0' 200'T 20.0 T" T * ,, 24.0' T T VV VV VV V'V )72 .0' VV VV VV "VV V TI I I 1 1 A T T 12 T T 58 • 43 • 33:0 Q 0' � • • • . .. 12.0' VP4 VP3 VP 4 P3 P1 � 22.0' ATAT • • 1� 44 • • T, AT L R2 .0' 2 Plan 1 .. .58 dd Od ANAA 0d ,..... A A 00 00 00 DA, . • • - ( ) • P2 1 55 2�0' R, 12 Plex Court 9, 10, 11 , (2) Plan 2 54 X4.0' 5.2' 5.0' 5 8,452 SF 0 o ,9 Townhome • - 12, 15 (4) Plan 3 51 50 4 48 47 46 4 � P 2 0V 00 pp p 00 00 00 V'V - • (4) Plan 4 112.0' 0 14 13 ;,,,., �T � . . • 20.0' . '• ' P4 P3 P4 P3 P1 Project Summary MOSS STREET " JAI Total Site Area: + 6.94 Acres (+ 302,254 SF) 1 " = 50' n �, VPV P4 VP3VP 4VP3P1 Total Units: 141 Homes V • 97 3-Story Court Towns (2)VPlan 1 ( ) rY P2 - (16) Plan 1 : + 1 ,196 SF, 2 Bed, 2.5 Bath (Tandem) 13 Plex Court (2) Plan 2 - (16) Plan 2: + 11235 SF, 2 Bed, 2.5 Bath (Tandem) 2 1 _ , 2 9,173 SF - 34 Plan 3 1 ,652 SF, 3 Bed, 2.5 Bath, Den me (5)( ) Plan 3: + Townho P2 - (31) Plan 4: + 11758 SF, 4 Bed, 3.5 Bath, Opt. Den • (4) Plan 4 • (44) 3-Story Row Towns - (24) Plan 5: + 1 ,838 SF, 3 Bed, 2.5 Bath, Den, Opt. Bed 4P4 P3 P4 P3 P1 - (20) Plan 6: + 2,002 SF, 4 Bed, 3.5 Bath, Opt. Den ill ill LJ Density: 20.4 Homes per Acre Building Square Footage is per building, not a total. See Project Summary for total building coverage. CONCEPTUAL NIT AND BUILDING MATRIX ,Il rail Il li II 1,1 ", s l..A�J ll 11 IIS k CONSTRUCTION: R2 vB uumu�, iiiiiiiiiiiiiiiiiiiiiiiiiiiiii i uumu�, ilii uui iiiiiiiiiiiiiiii iiiiiiiiiiiiiiii uuui uuui SP4 SPRINKLER SYSTEM: FULL 13 "7 uii REALTY IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII V1 0 S S S SHOPU INVESTMENTS G��[1111111ry MCHULA VISTA, CA © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,!`+ u�_ [,I C0U1\11i�YI OS AINIIGII ES 3AY A �w A Plan 1 ±1 , 196 SF 2 Bedrooms / 2.5 Baths 2-Car Tandem Garage Storage: 240 Cubic Feet 2714" 2510" m� J L.; 1� f '� � X3 6 12 1 2I 911 ' 0 0 2 ----------------------------------------------------- 1 l 1 I ( 1 1 < / J �aATi'd 2 ENTII 1 ry,.mmmmm m� , "...............[/�_'_I, l --------------------------------- ---------------------------------- 1 UP 13I Ix V f� C l,hlA � l 1 r I1 l �j 1 �J. , � z i0 — 13 A I � „i 471611 2-CAR GARAGE � - / / / , �I T PDR L x 39'-6" r " �L�---i�A 10,-2° x �01 ,211 '�'�/ ,6 DN ° Re6yciel Up DN DN Private-/, 8 Storage� I DINT �40 C.F/. LIVING 11'-3" x 0' 4" ASTER BEDROOM - 141-911 BATH ° 10"-0" x 10'-6" 25'4 � � I ROOF DECK X P4 11'-411 x 161-411 I 185 S.F. ASTER B DROOM F Clio 7 - - TH 2 �3'8"x5'6° DECK KITCHEN 11 1-311 x 6._0.1 W. .C. I 67 S.F. rjL FIRST FLOOR SECOND FLOOR THIRD FLOOR ROOF DECK PLAN1tPlanni ,Il rail Il li II (C I ", s IA. j 11 ll 11 II S .: 1(3( 1I1"4 ,11 k CONSTRUCTION: R2 VB 6iiiiiiiii 6uui uuui uuui A SPRINKLER SYSTEM. FULL 13 "7 VIOSS S uii 0 2 4 8 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. IIIIII� CHULA VCA ry111 �� .............. © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,!`+.I [: C0u_,iI�Y I OS AIINIIGII ES 3AY A �w A Plan 2 ±1 ,235 SF 2 Bedrooms / 2.5 Baths 2-Car Tandem Garage Storage: 220 Cubic Feet 2714" 2714" U P riv to Storage U a,x3-"' EN Y ��-----�� DECK DN DN DN CIS �,-----,� x,� x Rec le I 61-011 x 121-911 76 S.F. B 2 1 1•• x 10'- " - 7-1 - �m� 11 -10"x 91 1 - II ATH 2 LIN 251011 --------------- OIII ROOF DECK 13'-11"x 17'-0" EL- -` W.I.C. 235 S.F. , I 11� 1x117.. M OM „ <� ----� 12'-4" x11 V-11 dvate orage 10 2x5-6 - KITCHEN 1 M F. MASTER (Over ead) BATH , , ��� o 0 - - - 471611 ii�mm rvn mmi, 0� AR GARAGE I �'I ,11 �r ,Z�� X �, , 6 10'-2" x 39'-6„ CLR. 1 1 rTvate Stora 10'2"x5%' (Overhead ------------ """� 1 � 1 i J G II /IL „1 LII IL /` f ,,, /�/ 1 I �L L I 1 13 1-011 � '' 41 /illi �, ff /. ( ri -411 LJmm �, ""'10 0 1 ISI I /. f 6 I 1 .a �j s 1 s ��'',�,,,1 � L,,,, t �,��,,,; ,,,/ t'J l 1 r r r 1 1 0 I lA d 2 "x //� I � C mm. n 1 ------------ u FIRST FLOOR SECOND FLOOR THIRD FLOOR ROOF DECK PLANUnitPlan ,Il rail Il li II (, ”, s l.. l�j ll 11 II �� �II.: 1(3( 1I1"4 ,11 k CONSTRUCTION: R2 VB 6 "`76 777 SPRINKLER SYSTEM. FULL 13 VIOSS S uii 0 2 4 8 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. IIIIII� CHULA VCA ry111 �� .............. © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,A1+ uGII: C0u_ \11 Y OS AINIIGII ES 3AY r� w Plan 3 ±1 ,652 SF 3 Bedrooms / 2.5 Baths / Den / Opt. Roof Deck 2-Car Garage Storage: 260 Cubic Feet 21 '0" I I I I I I UP DECK E Y 13'-0" x 6'-0" 78 S.F. N --------------- --------- ASTER BEDROOM Private Storage e-- �� 13'_2" 12'_5" g 131-211 x 121-611 ------------------------ ------------------------ ------------------------ ----------- ROOF DECK 1 11 KITCHEN 12-1o'x 17-1 ------------------------ ------------------------ 220 S.F. --------- CTS \ r D N Rcdjlcle��� �� �I UP DN JJZ7 ------------------------ 4 DN _-o lo o ------------ ----------- ------------------------ L N . � 0 ASTE R 34'0" BATH o INING Pfivatte� Storag 20�5N6-6" 1 '-8" x 11'- 3710" 260 t:F., W.1.(Overhead) BAT X O 2— AR GABA \E- TRI I LIVING O1 '-0" x 14'..4" LLJIIUOIRA 2B \ 0'-1" x 111.1 11 10 -1" x 10'-5' LA I J-- L - - - - - - - - - - - - - - - - - - - - - - - - - - - -I FIRST FLOOR SECOND FLOOR THIRD FLOOR ROOF DECK PLAN3tPlanni ,Il rail Il li II (C ", s l..A�j ll 11 II S .: 1(3( 1I1"4 ,11 k CONSTRUCTION: R2 VB 6 "`76 iiiiiiiiiiiiiii iiiiiiiiiiiiiiiVIOSS SA� 3SPRINKLER SYSTEM. FULL 13 uii 0 2 4 8 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. IIIIII� CHULA VCA ry111 �� .............. © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,A1+ u�_ [,I C0U1\11i�Y I OS AINIIGII ES 3AY A �w A Plan 4 ±1 ,758 SF 3 Bedrooms / 3.5 Baths / Den (Opt. Bed 4) / Opt. Roof Deck 2-Car Garage Storage: 300 Cubic Feet 2110" 1518" 01 EDR00 4 UP 0'-3" x 101--511 ASTER EDROOM N T RY 13'-2" x 12'-9" L] ------------------------ ------------------------ ------------------------ ------------------------ ------------- ----------- GREAT ROOM ROOF DECK --------- 131-011x 201-611 12'-10"x 20'-611 270 S.F.L B --------- ----------------------- ------------------------ AT H 0 --------- ------------------------ - �- UP --------- 3\'x3' " --,---3x3_---I-- ------------------------ DN X Trash ------------------------ ------------------------ ------------------------ ------------------------ ------------------------- o MASTER BATH LIN N. DN Private Storage 20'5"x-7-6" 34'6" 40'5" � LL 30O�Y� / ' 37'6" (Overhead) ��� ��� Plan 5 ±1 ,838 SF 3 Bedrooms / 2.5 Baths / Den (Opt. Bed 4 / Bath 3) 2-Car Garage 21 '0" Storage: 300 Cubic Feet 0 E �Y DECK 131-011 x 61_011 W.I.C. UP 78 S.F. II ---------------------- - �I' MASTER BEDR00 DEN OPT. BED 4) -------- - UP 1 0"x50- 11 Private Storage / - --------- LIVING Tr6sh ------� � I I -------------- 16'-10"x 13._5.1 F------------------------ 3'x3;- LIN. RecWle � MASli 3716" DN DN BATH 40'0" Private Storage 20"5"x-76' ----- (overhead>- BATH L IIN DININGlu LAU ° 141-011x 101-311 2- AR GABA E 0'-5" x 20'-5' P nnr%r%R Un TS unuulvl 3 B - - 0'-2" x 101411 10 0" x 11' 4' KITCHEN P L-7—= ELI L J FIRST FLOOR SECOND FLOOR THIRD FLOOR PLAN5tPlanni All Clll1111 Ill C FSsl.. l llllll IIS �II.: II �Il:ll k CONSTRUCTION: R2 VB uu� llllllllllllllllllllllllllllll 1 uumuA, uu lull liuuuuuuu uuuuuuull uuul lllllll VIOSS SA- 5 SPRINKLER SYSTEM. FULL 13 6u ru uli 0 2 4 8 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. IIIIII� CHULA VCA ry111 �� .............. © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111�,A1f1G11: C0 U11,,1..F Y 1 OS !`+.1f IGII 11 ES 3AY All llA Plan 6 ±2,002 SF 4 Bedrooms / 3.5 Baths / Opt. Den / Roof Deck 2-Car Garage Storage: 315 Cubic Feet 22'0" UP EN Y UP BED OOM 4 --------- W.I.C. 13'-1 'x 10'-7" MASTER BEDROOMIVING ------------------------ 14' x 17'- " x 141_311 131-311 Privafie Storage ATH ---------------------- ROOF DECK ��solix 13 ,_ „ C. .-- 0 LI N . � - �� `3 x3,` �, 393 S.F. - ------- --------- "- Reofe MASTER BATH ------------------------ 37'6" DN o 0 DECK DINI DN 40 0 Private Storage 21 " 7y6" 6'-0" x 11'-7" 171-311 x 1 '-6" 315-C F., 70 S.F. - (overhead) o- BATH 2 LAU x 2- AR GABA E l '-3" x 20' 5' N. - LI P CT IBEDROO VI 2 BE )Ron-RA 31 J 10'-5" x 10'-1" 10' 7" x 10'-1" KITCHEN PDR `% i FIRST FLOOR SECOND FLOOR THIRD FLOOR ROOF DECK Building electrical cabinet PLAN6tPlanni ,Il rail Il li II (C ", s l..A l 11 ll 11 II S .: 1(3( 1I1"4 CONSTRUCTION: R2 VB 6 "`76 iiiiiiiiiiiiiii iiiiiiiiiiiiiiiVIOSS SA111111116SPRINKLER SYSTEM. FULL 13 uii 0 2 4 8 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. IIIIII� CHULA VCA ry111 �� .............. © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,!`+ u�_ [,I C0U1\11i�Y I OS AINIIGII ES 3AY A �w A 00 o ____�, O O 00 0o O O -------------------------------- t II II a a I --- EJ o I o- o f - 17 VV VV ----- ----- ------------ ------------ ------. _ t 11 EN ID �1 t ---------------- 'I o- � I O O ❑1 O UP Plan 2 uP rlv to Storage ±1,235 SF V V Plan 4 Plan 3 2 Bedrooms/2.5 Baths tl Y DECK DN ±1 758 SF ±1 652 SF 6'-0" x12'-s" 2-Car Tandem Garage CIMS 76 S.F. 3 Bedrooms 3.5 Baths 3 Bedrooms 2.5 lk - 11'-10"x s' ' R O Den (Opt. Bed 4)/Opt. Roof Deck Den/Opt. Roof Plan 1 2-Car Garage = 2-Car Garag -- ±1,196 SF EN 2 Bedrooms/2.5 Baths 4 aI 2-Car Tandem Garage DECK El�o DR00 4---------- aII 3"x 10'5" u P up ----- ---- ------------ 13'-0"x 6.1 - ,I I NTRY E Y a O 78 S.F. ---------- ---------- ------------ ------------ ------------ ------------ o '-7" ------------ ------ ---- GREAT ROOM - --- ---- --- �� KITCHEN 2 -5 vate Storage vate Drage 0'2'x56 13'-0'x 20'-6" -- ------ ---------- ---------- I ---------- ------ ------ ---------- (Over ead) ------------ ,I KITCHEN ATH ,_yeah UP ---------- I ----- ---- ---------- I �I �x3• CTS � f' ----------- ------- � 3:x3' I up DN f 5x ' -- ------ -- - 11 1T�'aSh I -- —_— Rec GI - � -- ale��� �'-----� ------� �------� _g,-rte _ ------------ a a T PDR 2-CAR GARAGE 2-CAR GARAGE 10'-2" x 39'-6" 10'-2' x 39'-6" CLIP. DIN M ---------- --• --. �Reeyde I DN ��� P'iv.te-Stora 0'2'x5 6 LININ UP Private Storage 20 5T8 1 Yfl C.F. 300�C:F � ------ ----------- -----.-- (Overhe�o ----- _____- 10'I x 11'- " - --- ----- ___= I � �� PilvaY�Storag 205-x6`6' P (Overhead) 260�:F.— ��h.��`� ���� (Overhead) Privateer t r II II Soage -- ----- I 1 LIVING - LAU - - 11'-3"x 0'4" 4'_g„ 2- AR GABA E�� '2- AR GABA D�, {ao c.F� Oa - 20'-5' x 20'-5" ,- 20'-5" x 20'-5' �JJ �J � ---- � I I KITCHEN II I � t I 7 CIMS R �t K I IIIn I — I I O O O 13'4'x 14'4" O� ---- O -- OEl DECK PD ���,%��, '� DECK KITCHEN 3 a•xs b�tl 13'0"x 6'0" =-- �,LAU 78 S.F. 11'3'� 6�0�� b S. . - --- - II - --- - ---- ---------------------------JIII' --------------------------- '' --------------------------- '' --------------------------- ''L-------------------------------- SECOND FLOOR FIRST FLOOR . µ rt 1 t , r Wim' • I 'J I -t .a. f � t y � w ,w. f r �_,,, /3 l X •� i� ' 1 � S ,J y 77;— r � BUILDING 4 SITE MAP : 11 PLEX 11 PLEXCOURT TOWNHOMES Building Plans ll Clll1111 111 C FS sl..Al llllll IIS SII.,: II�3II^�Il:ll k CONSTRUCTION: R2 VB uu� llllllllllllllllllllllllllllll l uumuA, uu lull liuuuuuuu uuuuuuull uuul lllllll VIOSS SA- 7 F SPRINKLER SYSTEM: FULL 13 Ku Ku uli A A A A 0 4 8 16 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. Illllla CHULA VCA ry111 �� .............. © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,A1+ uGll: C0u_,Il\ll Y l OS !` IINIGll ll l: �A�All wll:A a a a a --- ---------- ---------- ---------- ---------- ---------- ---------- =1A ---------- ---------- I I IU; Io as --__-_ DN DN L) B 2 1 '-1"x 10' " — -- � ';'�,LAU'�,'�' ATH 2 LIN a ------------- ------------- as � � I I I I ROOF DECK r------- 13'-11"x17'-0" ASTER BEDROOM 235 S.F. 13'-2"x12'-9" W•I•C• MASTER BEDR(OM ------------ ------------ ------------ ------------ ---------- ---------- ---------- ---------- --------- ---------- ---------- ASTER BEDROOM ---------- ---------- _ ------- ---------- _ ------- 12-4"x11'-11„ ROOF DECK ------------ ------------ 12-1ON 20'-6" MASTER 270 S.F. ROOF DECK BATH 12'-1 ON 1T-1" 220 S.F. -- -- ----- ----- ----- ----- DIN D IN ------------ ASTER Dni - - . - -- L - LIN. LIN m a L=--- BATH � ASTER - - ----, BATH �tf�t DN o ° DN -- 11 w.l.c.l El B TH 2 BAT D �___ it � J' �---_�� � J' �� �� MASTE e B DROOM --_--_ -_--_- BATH 10-0"x10'G' 01 ROOF DECK 01 01 11'-4"x 16'-4" 185 S.F. EDROOM 22 ASTER B DROOM ------- 0'1"x 11'6' B 0'-1"x 11'1' B 12'-6"x1 '-11" 10-1"x10'-2' � 10-1"x10'-5' � � � _--- --� [-E�TH 2 W.I.C. ROOF THIRD FLOOR µ Al f � t w V � d i M1 l � 1 , 7 i i r B ILDIN 4 SITE MAP : 11 PLEX 11 PLEX COURT TOWNHOMES Building Plans ,Il roll lllI l 11 1,1 r»°, sl..A�j llll II S .SII(3II1"4 CONSTRUCTION: R2 VB 6 "`76 iiiiiiiiiiiiiii iiiiiiiiiiiiiiiVIOSS SA� 8SPRINKLER SYSTEM. FULL 13 uii 0 4 8 16 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. IIIIII� CHULA VCA ry111 �� .............. © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,!`+ u�_ [,I C0u_ \11�Y I OS AINIIGII ES 3A'(r� rw 00/10/l/ m/a/g/g/ ......... W ............ .................... 00 R �Add ...... .............. "ad ----------- ............ 17 7MW9)77)/ MR/M MINIM "//,71R"_ 771 ---- -------------- :j 7" �00, % Ell ft ........... 7 NOTE: 6 GARAGE ELEVATION IS THE SAME LEFT WEST AS GARAGE ELEVATION FOR 12 PLEX- SEE REAR NORTH SHEET A-1 2. MR/ .. ............. .......... ,1/0PP/ /P F.F oilvl 71 RIF tolp- 4d IV,*1 ,11i�&1111i; ,I: MATERIALS: INTERIOR COURT EAST FRONT SOUTH F-1 ] Roof: Flat With Parapet F-6] Stucco Column M Stucco F-7] Horizontal Railing BUILDING 4 F-3] Horizontal Lap Siding FqMetal Sectional Roll-Up Garage Door F-4] Vinyl Windows Utility Cabinet 11 PLEX COURT TOWNHOMES Elevations F-5 Entry Door A (C I (C I FS' I A�j S S 1(3�1"4 9 CONSTRUCTION: R2 V13 SPRINKLER SYSTEM: FULL 13 6 "7 6 VIOSS S 0 4 8 16 REALTY SHOPU04kFF INVESTMENTS NOTE: ARTIST CONCEPTION; COLORS, MATERIALS AND APPLICATION MAY VARY FINISHED GRADE VARIES, REFER TO CIVIL DRAWINGS. CHULA VISTA, CA c���11111111ry .............. FOR WALL, TREE, SHRUBS AND PATIO WALL LOCATIONS, REFER TO LANDSCAPE DRAWINGS. 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0 11�,A 1�1 G C 0 U 1\11 Y I OS AIINIGII���IA�ES [�3AYA���d��A o ---- O O Oo LH as aasaEl a a I � I _I ------------ ------------ I ------------ _ _ 0 0 — 1 LZ 7- 1 K - ------- v r ---------------- ------- ID 'II CE 17 V V V V V V V Z-2—II ) ❑ ❑ RF ❑ ❑ � — Plan 2 ±1,235 SF �1 (V Plan 4 Plan 3 2 Bedrooms/2.5 Baths - ±1,758 SF ±1,652 SF 2-Car Tandem Garage 9 3 Bedrooms/3.5 Baths/ 3 Bedrooms/2.5 Baths/ rev to storage UP Den (Opt. Bed 4)/Opt. Roof Deck Den/Opt. Roof Deck Plan 1 UP - h�'S'x3%�I 2-Car Garage 2-Car Garage ±1 an SF , ��Nly I �-----�� DECK DNS 2 Bedrooms/2.5 Baths CI'S 6'-0" x 12'-9" Recj ale 76 S.F. 2-Car Tandem Garage Fu R ❑i ❑I ENT — I I ❑ ❑ ❑ ❑ a ------ ------ ------------- � DECK ❑ EDR00 4 UP uP a I II 0'-3"x 10'5" up ---------- ------------ 13' DE 6.-0.. NTRY ❑ E Y ❑ 78 S.F. ---------- ---------- ------------ ------------ ------------ ------------ � 11'-1"x 1 '-7" ------------ ------ ---- GREAT ROOM rag --- ---- --- �� KITCHEN 2 2_5 vate Storage vate orage 0'2'x5=6 13'-2'x 20'-6" -°, - -- -- i ---------- ---------- I ---------- ------ ------ ---------- (Over ead) ------------ ,I KITCHEN LIEATH eah -- ❑ ❑ ---- uP ---------- I ----- ---- ---------- I �I �x3' CTS � f' ----------- ------- 3:x3' ,. I UP DN ( f 5x ' -- ------ -- T�'aSh I — Rec[Ell T PDR 2-CAR GARAGE 2-CAR GARAGE kfa 10'-2" x 39'-6" 10'-2' x 39'-6" CLIP. ---------- --• --. �IRec ele vate Stora 10'2'x5%6 I DIN n M DN ��� a ------ ININ UP Private Storage 20 5T8 1 Yfl C.F. , 300�C:F � ------ ----------- -----.-- (Overhe�o ----- _____- 1 '-8"x 11'- " - --- ----- ___= I � �� PilvaY�Storag 205-x(fb' P (Overhead) 260-C:F.— ��� (Overhead) Privateer Storage II II Soage -- ———— II LIVING - LAU - - 11'-3"x 0'4" 4,-g„ 2- AR GABA E_- '2- AR GABA D�, {ao c.F� ❑ a - 20'-5' x 20'-5" ,- 20'-5" x 20'-5' �JJ �J � KITCHEN II 11 — 7 � i I CIMS R \i K I n I I i 1 I ❑❑ ❑ 1 '-0"x 14'.4" ❑� ❑ ❑ ❑ ---- I ---- O -- ❑ El ----- ----- 00 DECK PD �� %�`,��'� DECK KITCHEN 3'8'x5'6'\1 13'-0"x LAU 78 S.F. -- �____,�, 11'-T 6-0" b S.F. — --- — ---- ---------------------------JIII' --------------------------- '' --------------------------- '' --------------------------- ''L-------------------------------- SECOND FLOOR FIRST FLOOR . µ rs .. . � q k W ....... J I r � Ll ell 5 M1 y� r tl it M1 � 1 i • 4h , 1 v t '•9 u f BUILDING SITE MAP : 12 PLEX 12 PLEXCOURTTOWNHOMES Building Plans All ,II IIII I II 1,1 ", sl..Al�0 ll llll IIS SII.,: II �Il:,ll k CONSTRUCTION: R2 VB 6 "`76 VIOSSSPRINKLER SYSTEM: FULL 13 0 4 8 16 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. Illllla CHULA VCA ry © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 02-18-20 011i ,AiruGii: C0u_iliI Y i OS AIINiIGII ii is S 3AYAii,wii:A a -- ------------ [LID— Fo ----- ----- J ---------- ---------- ---------- ---------- - ---------- ---------- 9- ---------- ---------- VF ------------- a o - P ----------- DN DN B 2 ��q L) ATH 2 LIN a ------------- ------------- as � � I I I I ROOF DECK r------- 13'-11"x17'-0" ASTER BEDROOM 235 S.F. 13'-2"x12'-9" W•I• . ------------ ------------ ------------ ------------ - 12'4"x11'-11 ROOF DECK ASTER BEDROOM ------------ ------------ 12'-1 ON 20'-6" MASTER 270 S.F. ROOF DECK BATH 12'-1 ON 1T-1 -- -- ----- ----- ----- ----- DN ------------ ASTER Dni DN DN - -- . - -- L - LIN. LIN m a L=--- BATH � ASTER - - ----, BATH -- DN o ° I' � Ce DN -LtN-. W.I.C., El L) MASW.LC, --- B TH 2 BAT J' �� TEFe B DROOM _--_--_ � � -_--_- � � BATH ol ROOF DECK 11'-4"x 16-4-- 185 6'-4"185 S.F. EDR00 2 2ASTER B DROOM ------- BE � 0'-1"x 11 1' B 12'-6"x1 '-11" 10 1"x 10'2' 10 1"x 10'5' _-- --� [:B�ATH 2 W.I.C. ROOF THIRD FLOOR µ rs � q k r r � t M1 y� tl �1 r w. 4 k it 331, A", �' t y i� i 7 � 1 ( - r. a • 4h , v t t•9 u f BUILDING 12 SITE MAP : 12 PLEX 12 PLEX COURT TOWNHOMES Building Plans , IA�jll llll II S .SII(3II1"4 ,II k CONSTRUCTION: R2 VB uumuA, iiiiiiiiiiiiiiiiiiiiiiiiiiiiii i uumuA, ilii uui iiiiiiiiiiiiiiii iiiiiiiiiiiiiiii uuui uuui VIOSS SA SPRINKLER SYSTEM: FULL 13 "7 uii 0 4 8 16 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. IIIIII� CHULA VCA ry111 �� .............. © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,!`+ uII: C0U1\11i�YI OS AINIIGII E 3A'(r� w ...............11'���" .. ....................... NO 7/m/ MOW W /0 <nw//. .......... 4 �A FF1 Avgrvzl/� dl ...................................................................................................... Of"P'1�1­ I El E vc 0 71 MIMI-; NOTE: SAME ELEVATION APPEARS IN BOTH RIGHT SOUTH 11 PLEX AND 13 PLEX BUILDINGS. REAR JEAST .......... .......... HICKST PARAPET F171 ... ......... el Offil, T.OW.—. F7 Ff + CS F We ..................... F.F ....................... NOTE: SAME ELEVATION APPEARS IN BOTH MATERIALS: INTERIOR COURT I NORTH 11 PLEX AND 13 PLEX BUILDINGS. FRONT WEST F-1 ] Roof: Flat With Parapet F-6] Stucco Column M Stucco F-7] Horizontal Railing BUILDING 12 F-3] Horizontal Lap Siding Metal Sectional Roll-Up Garage Door F-4] Vinyl Windows Utility Cabinet 12 PLEX COURT TOWNHOMES Elevations F-5] Entry Door NI�?(C�� HI FS' �)I A�I,,J�"'�����I��) CONSTRUCTION: R2 V13 A� l 2 SPRINKLER SYSTEM: FULL 13 6 "`76 VIOSS S 0 4 8 16 REALTY SHOPU04kFF INVESTMENTS NOTE: ARTIST CONCEPTION; COLORS, MATERIALS AND APPLICATION MAY VARY FINISHED GRADE VARIES, REFER TO CIVIL DRAWINGS. CHULA VISTA, CA c���11111111ry .............. FOR WALL, TREE, SHRUBS AND PATIO WALL LOCATIONS, REFER TO LANDSCAPE DRAWINGS. 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0 11�,A I G III C 0 U I Y I OS AIINIGII���IA�ES [�3A'( O-- -- O O-- ---- O 00 -- 00 00 '�' O O II I II I o I I __ I I __ I I a a a 11 4�4 I � I � ----- _ oa a FT11 FILI ED FM -_--_- �� LEE] - - - - o 4 311 C�]-------- ------------ $ o -- -----------� fl a 1po-- -------- J li i, -77 I I I I I I ————————————— ————————————— 1y) T71 DN DN B 2 -- 10'-1"x 1 U ' ------ A LINATH 2 F1 ------------- ------------- W. I I I I ROOF DECK r------- 13-11N 17'-0" ASTER EDROOM 235 S.F. 13'-2"x12'-9" 'III W.I.C. ------------ ------------ — 12'-4"x11'-11 ASTER BEDROOM ROOF DECK ------------ ------------ 13'-2 N 12'-10 20 6° MASTER 270 S.F. ROOF DECK BATH 12'-1 ON 1T-1 ------------ 220 S.F. ------------ ------------ ------------ DN- DN _ - _- DN 4 DN BATH LIN. — ASTER LIN. fl ASTER -- 9 BATH - - � DN ------ w.l.c.a B TH 2 W.LC III BAT --- JI �% 4 �MASTE B DROOM _--_--_ —_--_— j, _--_--_ —_--_— %, BATH 10-0"x10'-6" ROOF DECK 11'-4"x 16'4" 185 S.F. EDROOP A 22KR ASTER B DROOM =--_--_ 0'-1"x11'6" B "x11'1" 1x1 '-11" 10-1"x10'-2' E � 0'-1 10-1"x10'-5' 12'-6" W.I.C. lil Ll ROOF THIRD FLOORNA µ er w r ti '4 d J„ I&� f 11 { I M { Y U Ar 'p 4 4� i• M1 l�Vh�r " hY J� 4 \ " w BUILDING 1 SITE MAP : 13 PLEX 13 PLEX COURT TOWNHOMES Building Plans ,Il ralllllIllll,l sl.. l� llllll IIS �II.: II �Il:,ll ;k CONSTRUCTION: R2 VB iiiilii uui ii uuui uuui A� l SPRINKLER SYSTEM. FULL 13 AiAVIOSS S u 0 4 8 16 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. IIII �������� ��������CHULA VISTA CAc���11111111ry �IIII� II���I� � � .............. © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 011u,Air,lGu: C0u_ 1\11�Y i OS AINIGII a iES 3A'( AN ............ ........ ........ ...I/ .. ............."I T7 -2 7,77,7 771 Qw/1" k 7,7777 IR NOTE: 6 GARAGE ELEVATION IS THE SAME RIGHT NORTH AS GARAGE ELEVATION FOR 12 PLEX SEE REAR WEST SHEET A-1 2. .......... ................. aa/;/ x AA ........... 00FIN .............. WKST PARAPET IV F[7 Im mvmyp) r7 7 L + 0 MATERIALS: INTERIOR COURT I SOUTH FRONT EAST F-1 ] Roof: Flat With Parapet F-6] Stucco Column M Stucco F-7] Horizontal Railing BUILDING 1 F-3] Horizontal Lap Siding FqMetal Sectional Roll-Up Garage Door F-4] Vinyl Windows Utility Cabinet 13 PLEX COURT TOWNHOMES Elevations F-5] Entry Door CONSTRUCTION: R2 V13 A� l 5 SPRINKLER SYSTEM: FULL 13 6 "7 6 VIOSS S 0 4 8 16 REALTY SHOPU04kFF INVESTMENTS NOTE: ARTIST CONCEPTION; COLORS, MATERIALS AND APPLICATION MAY VARY FINISHED GRADE VARIES, REFER TO CIVIL DRAWINGS. FOR WALL, TREE, SHRUBS AND PATIO WALL LOCATIONS, REFER TO LANDSCAPE DRAWINGS. CHULA VISTA, CA c���11111111ry .............. 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0 11�,A 1�1 G C 0 U\11 Y I OS AINIGII���IA�ES [�3AYA���d��A 0 i Eff - , --= UP I DECK W.LC. W.I.C. 13'0'8 6F o.. MASTR B E DR00 ---_-- ------ ---------- ---------- -- MASTER BEDR00 WING -- 13'-0"x 13'-0" 1 T- "x 14'4" --------- Up � --- ------ ------------ ---------- 16'-1 ------------ ------------ ------------ ---------- MASTER LIN.- ------------ BATH ----- ----- ----- ----- ----- ----- ------------ U P DNMAS ---D N -- D N � --------- o DN 10 BATH DECK DIN 17'-3"171 --611 g_ BATH 2 LAU BATH LIN g- 7o S.F. ----- --- 0 0 a o o = ����� o ---- _____ -------- _____ LAU DINING I m I 14'-0"x 10'-3" LI P P 3 B --- x 1CT I I II lig----- 10 0" 1'-4' CTS BEDROOM 2 RMROORA. 0--2--x 10'4-- 110'-5"x10'-1.. "10'-5"x10'1" 10'7"x 10'-1" J � KITCHEND [-0 P�JPDR--- THIRD FLOOR SECOND FLOOR Plan 6 Plan 5 ±2,002 SF ±1,838 SF 4 Bedrooms/3.5 Baths/ 3 Bedrooms/2.5 Baths/ Opt. Den Den (Opt. Bed 4/ Bath 3) 2-Car Garage 2-Car Garage 0 LE EN Y BED OOM 4 UP UP 13'-1 'x 10'-7" ------------ DEN OPT. BED 4) Private Prlvette Storage Storage ROOFDECK h '% ATH 13-1393 S.F. 0"X26'-5" 1N,LC. 3'z3'' 3x3 ------------ - - s. - 'Rec�-Te EVqle�;� 39 � I DN PrivateStorage 21 e7 6' Private Storage 20'5" Ta" 315 F_ 300-C:F, (Overhead] (Overhead)- - 2- AR GABA E- - -2- AR GABA E- 1 -3' - 1'-3' x 20'-5' - 0'-5" x 20'-5' ----- --- ------ --- --- ----- --- ------ --- --- L----------------------------J ---------------------------- ----------------------------- ROOF FIRST FLOOR µ �r w r � SW f � t y u �w. f y k i V 1M1 . M1M .... + Jew+ i { �Y 4 � 1. t y- v BUILDING 14 SITE MAP : 3 PLEX 3 PLEX ROWTOWNS Building Plans ,II (C IIIA I II (C 1 "°, sl..Al� 11 llll IIS SII.,: II �II:,II k CONSTRUCTION: R2 VB ii A� l SPRINKLER SYSTEM: FULL 13 iVIOSS S u 0 4 8 16 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. IIIIII� CHULA VCA ry111 �� .............. © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,!`+ uGII: C -)1\11�Y I OS AINIIGII ES 3A'(r� w .............. .............. ..... "I'l""I'll""I'll'll""I'll""I'll",Ill""I'll"'I........... Jun, ON I NNE H "M""PA, N a A", j RIGHT EAST REAR NORTH ory 7 .................. wwqqg/�/� I MOM HKMT PARAPET' �F _ ........... ... I...... "KA[Av", F IT ----------- 10 if 61 FF I J� 41 MATERIALS: LEFT I WEST FRONT SOUTH F-1 ] Roof: Flat With Parapet F-6] Stucco Column M Stucco F-7] Horizontal Railing BUILDING 14 F-3] Horizontal Lap Siding FqMetal Sectional Roll-Up Garage Door F-4] Vinyl Windows F-9] Utility Cabinet 3 PLEX ROWTOWNS Elevations F-5 Entry Door N��?(:J HI FS' CONSTRUCTION: R2 V13 A- 1 7 SPRINKLER SYSTEM: FULL 13 6 "7 6 VIOSS S 0 4 8 16 REALTY SHOPU INVESTMENTS NOTE: ARTIST CONCEPTION; COLORS, MATERIALS AND APPLICATION MAY VARY FINISHED GRADE VARIES, REFER TO CIVIL DRAWINGS. FOR WALL, TREE, SHRUBS AND PATIO WALL LOCATIONS, REFER TO LANDSCAPE DRAWINGS. CHULA VISTA, CA c���11111111ry .............. 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0 11�,A 1�1 G[�� C 0 U\11 Y I OS AINIGII���IA�ES [�3AYA���d��A 0 0 - --_ UP DECK W.LC, W.I.C. 13'-0"1 6'-0" ------------ 78 S.F. ------------ ------------ ------------ ------------ MAST R BEDR00 -- -- I' MASTER BEDR00 a MNG „ „ . � 4 -- --J x 13'-0"x 13'-0" --- 1 T- "x 14'-3" UP ED o o EH ------------ ---------- ---------- 16--1L 6 1 ------------ 10 LIN. ------ ------------ ------------ ------------ ------------ MASTER ------------ ------ ----- ------------ Ell BATH ------------ UP DIN V ----- ----- 0 0 DN BATH =T7 U-1 :Ii-ll DN DN DECK DINT 1 '-6" g_ BATH 2 LAU BATH LIiN g_ 70 S.F. - o LAU DINING o ------ -- -------- 0 14'-0"x10'-3" ° I m m �I - -------- LI P P ----- --- 3 - ----- r----- 10-0"x 11'-4' CT CTS �I I BEDROOM 2 BE 0'-2"x10'4' 10'-5'x 10'1" 10'7"x 10'1" KITCHEN � o KITCHEN - o - PDR P g o� rLJIo o� F- o o� F-0 0 0 0 --- ------- ------- -- ------ - - THIRD FLOOR SECOND FLOOR Plan 6 (ADA) Plan 5 ±2,002 SF ±1,838 SF 4 Bedrooms/3.5 Baths/ 3 Bedrooms/2.5 Baths/ Opt. Den Den (Opt. Bed 4/Bath 3) 2-Car Garage 2-Car Garage 0 0 NT Y LE� Ry UP II II 'I 4 UP ----- ----- o - - o ------------ ------ ---- DEN OPT. BED 4) PrivateWrvate Storage e Storage / O ROOFDECK BATH 1 ash 3� Trash-1 ti` 13-1 ON 26'1 393 S.F. f�-----� ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ Y x I� i [ l � LAI DN Private Storage 21 e7 6' Private Storage 20'5"x-76 ' " 315 F� 300 C:F, (Overhead] (Overhead)— L — 2- AR GABA E - 2- AR GABA E- 0'-5' x 20'-4' - 0'-5" x 20'-4' ----- --- ------ --- --- =---- --- ------ --- --- L----------------------------JL---------------------------J ---------------------------JL---------------------------- I ROOF FIRST FLOOR µ , M1 " er i w r f � t y � w "N ,w. f u5 � M1 I Y U jX� 4 4 i• r/ hY r y s, M1 � W w .YY 1 v �) , Rrel� BUILDING 16 SITE MAP : 4 PLEX 4 PLEX ROWTOWNS Building Plans AIII 1,1F„, sl.. 11lllll IIS �II.: II �II:,II k CONSTRUCTION: R2 VB ii AIIIIIIIIIIIIII1 SPRINKLER SYSTEM: FULL 13 iVIOSS S u 0 4 8 16 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. IIIIII� CHULA VCA ry © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,!`+ uGII: C -)\11�Y I OS AIINIIGII : .............. /m/0 ............ /g/g A 1 p F7 ""D J11re 00" ........... W 41 ("E RIGHT NORTH REAR WEST . ......... Qel .................. 110/0 8 Oil SO AN ok C6 j. 116 .......................... ............. ------- ---------- -------------------............ f6 M k, . ......AT& /F.F MATERIALS: LEFT I SOUTH FRONT EAST F-1 ] Roof: Flat With Parapet F-6] Stucco Column M Stucco F-7] Horizontal Railing BUILDING 16 F-3] Horizontal Lap Siding FqMetal Sectional Roll-Up Garage Door F-4] Vinyl Windows F-9] Utility Cabinet 4 PLEX ROWTOWNS Elevations F-5] Entry Door N��?(:J HI FS' CONSTRUCTION: R2 V13 A- 1 9 SPRINKLER SYSTEM: FULL 13 6 "7 6 VIOSS S 0 4 8 16 REALTY SHOPU04kFF INVESTMENTS NOTE: ARTIST CONCEPTION; COLORS, MATERIALS AND APPLICATION MAY VARY FINISHED GRADE VARIES, REFER TO CIVIL DRAWINGS. CHULA VISTA, CA c���11111111ry .............. FOR WALL, TREE, SHRUBS AND PATIO WALL LOCATIONS, REFER TO LANDSCAPE DRAWINGS. 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0 11�,A 1�1 G[�� C 0 U\11 Y I OS AINIGII���IA�ES [�3AYA���d��A 0 0 0 uP DECK W.I.C. W.LC. 13'-o"x 6'-0" 78 S.F. ------------ ------------ ------------ ------------ MAST R BEDR00 ------------ -- MASTER BED -- -- -- --_ MNG ------------ 0 M 13-0 13 0 J17-- x14-3 ------------ ------------ GO -- LI ING ---------- ------------ 16-1 135 0 ------------ ------------ ------------ MASTER ———— ------------ BATH ------------ UP DN DN M ATH 0 DECK DINI DN DN ® ® -- LIN, OL 1 T-3"x 1 '-6" BATH 2 LAU BATH LIiN k 7o S.F. _ -- _ -- — k 0 0 0 LAU DINING 14'-0"x10'-3.. ° LIN. 3 B M ----- 11 CiTS it----= BEDR00 2 BE 0'-2"x10'4" 10-0"x11'-4' CT 10'-5"x 10 1" 10'7"x 10'-1" 0 0 0 � J � 0 0 0 KITCHEN KITCHEN 0 0 S O P �- 0� r --- PORE 0 0w - 0 -- 0� - 0 ------ 0� - 0 THIRD FLOOR SECOND FLOOR Plan 6 (ADA) Plan 5 ±2,002 SF ±1,838 SF 4 Bedrooms/3.5 Baths/ 3 Bedrooms/2.5 Baths/ Opt. Den Den (Opt. Bed 4/Bath 3) 2-Car Garage 2-Car Garage 0 0 LE \INT Y UP UP 0'-2"x 10'0"4 it� ----- ----- i i ----- ----- i i ----- FIE ----- ---- ----- ----- ------ ------------ ---------- ------------ ____ i DEN OPT. BED 4) ------Private Prfvetfe Storage Storage ------------ ------------ ------------ ------------ _ ------------ ROOF DECK ------------ ------------ ------------ __ 13'-10"x 26'-5" BATH >Fask FFa3k1 393 S.F. n LAI �-------- --- - -- - I�jol -1 /A LA LA E�, DN -------- ---------- ---- ------ ---------- ------- Private Storage 21�ae7 6' Private Storage 20'5"�Ta" 315-CF� 300 C F, (Overhead] (Overhead)- - 2— AR GABA E — —2— AR GABA E- 0'-5" x 20'-4' - 0'-4" x 20'-5' ----- --- ------ --- --- =---- --- ------ --- ------ --_L---------------------------- ----------------------------_ --------------------------- --------------------------- --------------------------- _---------------------------- I ROOF FIRST FLOOR s, rt r - } n I � 4 n 4 '4 111 �., f/ hY r M, try v d A w y BUILDING 13 SITE MAP : 5 PLEX 5 PLEX ROWTOWNS Building Plans ,Il rail lllIl11 (C1FS' sl..Al�0 llllll IIS SII.,: II �Il,.11 k CONSTRUCTION: R2 VB uumuA uumuA uui uuui uuui A SPRINKLER SYSTEM. FULL 13 Hu Hu VIOSS S uii 0 4 8 16 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU04kFF REALTY IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. IIIIII� CHULA VCA ry111 �� .............. © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 02-18-20 0 11�,Ar uG : C -)\11�Y I OS AIINIGES 3AY r� w ",......... ........... la ....................... 71, 'Ell 17 EM EE E1 :1 E 17 iiig//g 41111 11 01 jp IwoI 'gob RIGHT EAST REAR NORTH ........... /7//i`/�!MI/ 'MO"V" MOM' 1.1112.W P on, MOM— .. ............../A/,/� ............... "M 10 71 L11/1 V, Ml .......... R , r C ","I� ACI MATERIALS: LEFT I WEST FRONT SOUTH F-1 ] Roof: Flat With Parapet F-6] Stucco Column M Stucco F-7] Horizontal Railing BUILDING 13 F-3] Horizontal Lap Siding FqMetal Sectional Roll-Up Garage Door F-4] Vinyl Windows F-9] Utility Cabinet 5 PLEX ROWTOWNS Elevations F-5] Entry Door A (C I (C FS' A�J"I S S 1(3�1"4 CONSTRUCTION: R2 V13 A- 2 SPRINKLER SYSTEM: FULL 13 6 "7 6 V1 0 S S S 0 4 8 16 REALTY SHOPU INVESTMENTS NOTE: ARTIST CONCEPTION; COLORS, MATERIALS AND APPLICATION MAY VARY FINISHED GRADE VARIES, REFER TO CIVIL DRAWINGS. FOR WALL, TREE, SHRUBS AND PATIO WALL LOCATIONS, REFER TO LANDSCAPE DRAWINGS. CHULA VISTA, CA c���11111111ry .............. 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0 11�,A�A G[�� C 0 U\11�Y I OS AINIGII���IA�ES [�3AYA���d��A 0 0 0 0 _ I I I I uP DECK W.LC. I' W.I.C. 13'-0"x s'-0.. 78 S.F. MAS ------------ ------------ 13 -- —JMASTERL-- — L-- —J L-- —J OOM IVI N G ------------ 14' „x - — - BEDR — — -- ---------- ----- ----- -- ---- -- 13'-0"x 13'-0" --- 1 T "x 14'3" UP OHill OEHI EP[J Elul----------- EME111 ----- ----- LI ING 16-1 13 5 LBATH LIN.MASTER AST ER ---------- ---------- ---------- ---------- ---------- a UP DN DN MAT H DECK DINT DIN - DN 17' -3"x 1 '-6" BATH 2 LAU BATH LIN 70 S.F. --- - - - _ -- O O O O LAU DINING I I I -0"x 10'-3" 14' -- P P 3 F7B 10 0"x11'4'M-RA n ----- PIPMMINA - ----- II9 CT GTS IF ----- BEDR00 2 BE o'-2"x 10'4" O O Lj O 10'-5"x 10'1" 10'7"x 10'1" O L KITCHEN KITCHEN O O � O 10L To 10 iijo LO �01--1 O� r -- P�R - O -- O� - O LL O� - �J[D --- O� - O O� - O THIRD FLOOR SECOND FLOOR Plan 6 (ADA) Plan 5 ±2,002 SF ±1,838 SF 4 Bedrooms/3.5 Baths/ 3 Bedrooms/2.5 Baths/ Opt. Den Den (Opt. Bed 4/Bath 3) 2-Car Garage 2-Car Garage 0 0 E \1�1\ffrY UP 4UP ----- ----- O 0'-2"x 10'0" Li --- - - - - - -- - - - O I, II II II I ------------ ------ ---- DEN OPT. BED 4) --Privdfie- _-Prlva#e-- ---------------- ---------------- ---------------- ------------ oS ra ------------ ------------ ------------ -Stora- ------------ ------------ ------------ ------------ ------------ ------------ ROOF DECK ------------ _ 13'-10"x 26'-5" BATH ----- 393 S.F. ------------ ------------ ---------- ---------- ti'z-=-' F\--_--_� � dum F<==__�� I I F<==__�� I I F<==__�� II-----_ Jal O ; v Rs�-aye f- O �- DN ------------ ----- Private Storage 21�W"6' Private Storage 20'5"Oa' 315 F 300-C-FL (Overhead] (Overhead) 2- AR GABA E— — —2- AR GARA E- 0'-5" x 20'-4' - 0'-5" x 20'-4' ----- --- ------ --- --- ----- --- ------ --- ----- L---------------------------- -- 11 11 L----------------------------J ---------------------------j ----------------------------11---------------------------- ---------------------------j11-----------------------------I ROOF FIRST FLOOR µ , y " er 77". i w "1 �, r y J I ' 'M VV ,�n 1, 17 PP Yp f 'Y y, ^.,. f � 1 i �✓ 1 �ti 1 y.. i a ha 1 ti i YYY w {� t BUILDING 7 SITE MAP : 6 PLEX 6 PLEX ROWTOWNS Building Plans All r,II IIII I II 1,1 ", sl..Al�J`1l II S SII.SII(3II1"4 ,11 S CONSTRUCTION: R2 VB ii API A- 22 SPRINKLER SYSTEM: FULL 13 iVIOSS S u 0 4 8 16 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHOPU REALTY 1 1 1 1IIIIIIIIIIIIIII INVESTMENTS NOTE: SQUARE FOOTAGE MAY VARY DEPENDING ON METHOD OF CALCULATION. IIII IIIIIIII IIIIIIIICHULA VISTA CAc���11111111ryIIIIII II���II � � .............. © 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0111 ,Air uG[: C -)\11�Y i OS AIINI II ii is S 3AB Ali wii:A VEN, ............... 01,111111....... ... "O./M AN all //SE N ........... AG, N, RIGHT NORTH REAR WEST /a/9 15 P ............... IN .................. HKA�W PAR RONNIE, "e /01M R/a/d/00001/0": .... ..... yl� ...... ............. All iff H I TWIN MATERIALS: LEFT I SOUTH FRONT I EAST F-1 ] Roof: Flat With Parapet F-6] Stucco Column M Stucco F-7] Horizontal Railing BUILDING 7 F-3] Horizontal Lap Siding FqMetal Sectional Roll-Up Garage Door F-4] Vinyl Windows F-9] Utility Cabinet 6 PLEX ROWTOWNS Elevations F-5] Entry Door A (C I (C FS' A�j CONSTRUCTION: R2 V13 A� 23 SPRINKLER SYSTEM: FULL 13 6 "`76 VIOSS S 0 4 8 16 REALTY SHOPU04kFF INVESTMENTS NOTE: ARTIST CONCEPTION; COLORS, MATERIALS AND APPLICATION MAY VARY FINISHED GRADE VARIES, REFER TO CIVIL DRAWINGS. FOR WALL, TREE, SHRUBS AND PATIO WALL LOCATIONS, REFER TO LANDSCAPE DRAWINGS. CHULA VISTA, CA c���11111111ry .............. 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 1 2018317 1 02-18-20 0 11�,A�,l G C 0 U 1\11 Y I OS AINIGII���IA�ES Trim Trim ..................................................................... Stucco 1 Stucco 1 Garage Door Garage Door Stucco 2 Stucco 2 Front Door Front Door Siding Siding Court Town Rowtown Color Scheme Color Scheme CONCEPTUAL COLOR MATERIALS CONSTRUCTION: R2 °a 676 MOSS STREET SHOPUA-24 FF RF SPA�NH�EA5�5rEM F��� ,a INVESTMENTS v v rii�1. CHULA VISTA , CA CITY SUBMITTAL � 2020 wiwaw nezmmmAicx nacHrtecrs, INC. oen wxa. 1 2018317 1 oz-iazo 0 11�,A . . . . . . � I , . SITE Moss 51 TENTATIVE MAP CHULA VISTA TENTATIVE MAP NO . 18-0006 �s s� GENERAL NOTES P� a NP 1 . GROSS AREA: 7.29 ACRES 0 2. NET AREA: 6.49 ACRES (0.35 AC MOSS ST. RIGHT-OF-WAY DEDICATION) J 0° 3. TOTAL NUMBER OF LOTS: 1 m 5 �� oXFoRo - 4. PRESENT ZONING: ILP (LIMITED INDUSTRIAL PRECISE PLAN) G CITY OF CHULA VISTA CALIFORNIA 5. PROPOSED ZONING: R-3 (HIGH DENSITY RESIDENTIAL/APARTMENT RESIDENTIAL ZONE) �o G 6. PRESENT USE: INDUSTRIAL FABRICATION, REPAIR AND SALVAGE 7. PROPOSED USE: MULTI-FAMILY DWELLING UNITS (CONDOMINIUM COMPLEX) 20.4 DU/AC 8. INTENDED OCCUPANCY USE: RESIDENTIAL R-2 (CONDOS) PALOMAR ST 9. 1 FOOT CONTOUR INTERVAL ORANGE AVE I 11�, q 10. TOPOGRAPHIC SOURCE: SHOWN CREATED BY BRENNER & ASSOC. LAND SURVEYOR ALTA/NSPS LAND 1 TITLE SURVEY, DATE: OCT. 22, 2018. /� � �, APN 616-010-16-00 11 . PRIVATE STREETS A THRU M ARE PROPOSED AS A PRIVATE STREET TO BE MAINTAINED BY HOA. VICINITY M�� " "" %� SWEETWATER UNION. HIGH SCHOOL DISTRICT V ' u „ 660LSTREET 12. SEWER: PROJECT PROPOSES ONE SEWER CONNECTION TO THE EXISTING SEWER MAIN IN MOSS �� ����, �I M DEED DOC. NO. 2016-061-0802 T.B. PG. NOT TO SCALE I STREET AT THE SOUTHWEST CORNER OF THE SITE. A SECOND SEWER CONNECTION IS � o ml ........ PROPOSED IN INDUSTRIAL BOULEVARD AT THE WEST END OF THE SITE. THE PROJECT 77 PROPOSES TO CONSTRUCT ON-SITE PRIVATE SEWER MAIN IN THE ON-SITE STREETS AND WILL I A rN 24' - DIMENSION VARIES 24� DIMENSION VARIES I - CONNECT TO EXISTING PUBLIC SEWER MAIN. 12' 12' 3' MIN. TYP 3 MIN. TYP , o ' 0• town snag 13. DOMESTIC WATER: WATER WILL BE SERVED FROM EXISTING PUBLIC WATER LINE IN MOSS FIRE LANE ( ) 12 12 ( ) I _ STREET. PROJECT WILL CONSTRUCT NEW PRIVATE WATER MAIN WITHIN PRIVATE STREETS TO 1.5% 1.5°�D BLDG. BLDG. Q� �, PROJECT ENTRANCE ALONG WITH NEW METERS. �=yy o a ,6� ____________ _ 14. FIRE WATER: A SEPARATE PRIVATE FIRE MAIN WILL CONNECT TO THE PUBLIC WATER MAIN IN t., o -_----- 1.5% 1.50/0 a u W �m ^^ a _ ---_ -_-• _ ____----- �� MOSS STREET. PRIVATE FIRE WATER SERVICE WILL INCLUDE FIRE HYDRANTS AND FIRE PRIVATES I + FNC ( Z� s 4 C --- -` - SPRINKLER SERVICE LATERALS. 6 CONCRETE CONCRETE APRON CONCRETE APRON SLOPE " CURB RIBBON �� �� " � <� 6 CONCRETE CURB 0 CURB AND LENGTH VARY) 15. STORM DRAINAGE: STORM WATER RUNOFF WILL COLLECT ON-SITE AND DRAIN INTO o RIBBON 0" CURB I I W 0 9 BIO-RETENTION STRUCTURES THROUGHOUT THE SITE. OVERFLOW DRAINAGE WILL DISCHARGE TO PER SDRSD G-01 GUTTER PER SDRSD G-01 PAVEMENT GUTTER ; PRIVATE STREET DRAINS. FROM THERE IT WILL FLOW INTO A PROPOSED STORM DRAIN SYSTEM PAVEMENT 618-0 AND DISCHARGE INTO THE EXISTING TELEGRAPH CANYON DOUBLE (10 FOOT X 12 FOOT) BOX I PRIVATE ST.B CULVERT. TYPICAL SECTION TYPICAL SECTION I ' s Q 16. PHASING - PROJECT MAY BE IMPLEMENTED IN SEVERAL PHASES WITHOUT REGARD TO SEQUENCE. 2 4' PRI VAT E STREET/FIRE LANE 2 4' PRI VAT E ACCESS DRIVE - ' V. 17. SEE SHEET 3 CONCEPTUAL GRADING PLAN FOR PROPOSED GRADING CONCEPT. Q PRIVATES J I 18. ELECTRICAL, TELEPHONE AND CABLE TV: ALL SERVICES TO THE SITE WILL BE PROVIDED N.T.S. N.T.S. i��i 2 a o FROM MOSS STREET. 19. REMOVAL AND RECOMPACTION SHALL BE PER GEOTECHNICAL REPORT; COMPRESSIBLE MATERIALS ST F J ,,. ' WITHIN AREAS PLANNED TO SUPPORT THE PROPOSED BUILDING STRUCTURE SHOULD BE z JW"` EXCAVATED TO COMPETENT MATERIAL AND REPLACED WITH COMPACTED FILL SOILS. cy_ w P/L I ••i � ` 20. PRIOR TO THE ISSUANCE OF ANY DEMOLITION OR GRADING PERMIT, THE PROJECT APPLICANT EX. R/W 0 cn m E- - � EX. R/W I \ \ ---- - - - - - - - -- `� SHALL DEMONSTRATE TO THE SATISFACTION OF THE CITY DEVELOPMENT SERVICES DEPARTMENT (SOUTH) 72, w (NORTH) I i _--- - - - - - - - -- THAT ALL OFF-ROAD CONSTRUCTION EQUIPMENT THAT WILL BE USED ON THE PROJECT SITE IN ' \ ------------------- --- - PRIVATE ST.K P EXCESS OF 50 HORSEPOWER WILL BE EQUIPPED WITH ENGINES MEETING THE UNITED STATES __------------------- ---- - -- - -- -- - - - -----------,, 36 36 ROW DEDICATION } , AR/ _ ------------------ --- - - ENVIRONMENTAL PROTECTION AGENCY (EPA) TIER IV FINAL OFF-ROAD ENGINE EMISSION 16' 20' 26' 10' I� S Q 'x STANDARDS. J 4.5' LANDSCAPE ; _ r` > �/ 21 . THE FOLLOWING EASEMENTS WILL BE DEDICATED TO THE CITY OF CHULA VISTA: o " F PARKWAY I - 5.5 Nr• _ - 0- SDWK M. .. ; - ---- Y W 1 /�' # EASEMENT DESCRIPTION REFERENCE SHEET m Too ./ 0 w ,M � :;:'...� ' � � I ' � � 1 EXISTING BOX CULVERT (3T) ............... � SHOWN ON SHEET C-3 _ 00011 z I - - ---' � F ° - ""' 2 STORM DRAIN 15 SHOWN ON SHEET C 3 1����������II����11IIII� III^IIII�111I1��� I • . . . -- • • • ' N .�. �� o"III^11��I11I��\\`\�������11���`���������111���`���������111���`���������111���`��������1������IIII���\\1III��� �111��1�IIII�����1���IIIII�I���II���I���IIII^IIII�1�11��������IIIIUI^IIII�1�11��������IIIIUI^IIII�1�11��������IIIIUI IIII1 • I " • 1 iiiiiiiii iniiiiii, '^V ( / iu m m o 00 ono no no n n o no no no no no no Onotn m 0 ono no ono no ono no ono no no II no ono no ���1������II�111��\���\��� y " I " ' P 1 `/ a �, RIGHT-OF-WAY (36' RAW AT MOSS f og 3 SHOWN ON SHEET C-3 PROPOSED MONOLITHIC CURB, GUTTER, "' 1�� PRIvarEsr.D I ', M W STREET) AND SIDEWALK PER SDRSD G-03 W , I � a o� � � , 1 PRIVATE ST.D sZ a�N 4 SEWER ACCESS EASEMENT (20 ) SHOWN & NOTED ON SHEET C-5 EXISTING 60" RCP STORM DRAIN (COUNTY ' ' - __q OF SAN DIEGO P.N ZC30006, SD 20304) i � `� •1a Waw " a j Ix e 1 <- < EXISTING 12" PVC WATER i 1 i oWo 1z a (CITY OF CHULA VISTA DWG. NO. 11031) .Zo , � , N� 0 SITE ADDRESS: 80 40 0 80 160 240 EXISTING 12" PVC SEWER ' , �" ��< ' , a _1 676 MOSS STREET (CITY OF CHULA VISTA DWG. NO. 04071) p Gov) CHULA VISTA, CA 91911 I P f l 1 4 PROPOSED MOSS STREET (WESTERLY P. L.) ' D <W� �� SCALE: 1"=80' o � ' PRIVATE ST.L � w N.T.S. T a 4 OWNER/APPLICANT: 7 T - �'> I Q ,3 � SHOPOFF LAND FUND V, LP w - ..L - • mm MATTHEW BRADY z � u »-� 2 PARK PLAZA, SUITE 700 _ w P/L " � " �� q SWEETWATER AUTHORITY IRVINE, CA 92614 EX. R/W EX. R/W 0 a x > > _ (949) 417-1936 N (SOUTH) (NORTH) 72' w Frc snaggy �. x'` 1 . SWEETWATER AUTHORITY WATER FACILITIES SHOWN ON THIS MAP SHALL BE" �'� I "� AUTHORITY STANDARDLLED IN SPECIFICATOIONSNCE FORWITH CONSTRUCTIIONEOF o 36 � 36 ROW DEDICATION , , 1 02/14/2020 M 16' 20' 20' 16' WATER FACILITIES AND ITS DESIGN STANDARDS (STANDARDS) . MATTHEW BRADY DATE 10.5' LANDSCAPE z 5.5' PARKWAY 2. THE WATER FACILITIES SHOWN ON THIS MAP, INCLUDING Q SDWK RELATED APPURTENANCES REQUIRED I RED BY SWEETWATER AUTHORITY CIVIL ENGINEER Q�OV ES S I pLj z";g,,�,,,.,� '� STANDARDS, SHALL BE INSTALLED AND APPL I CABLE FEES I N c�0 D. Nu �lssstioo�lssstioo�lssstioo�lssu»�»»iiiiiii»»»»»iIII�o» MICHAEL BAKER INTERNATIONAL TERN ATI ON AL c�, G y LEGEND ACCORDANCE WITH SWEETWATER AUTHORITY RATES AND RULES y � ,o �, J UTILITY PROVIDERS PAID PRIOR TO F I NAL PARCEL MAP RECORDATION. BRIAN STU P. P.E. ,_ PROPOSED MONOLITHIC CURB, GUTTER, 9755 CLAIREMONT MESA BLVD. co I Me W AND SIDEWALK PER SDRSD G-03 SAN DIEGO, CA. 92124 •5 5 Q PROPERTY LINE ELECTRICITY & GAS * ExP•6/30 20 EXISTING 60" RCP STORM DRAIN (COUNTY SAN DIEGO GAS & ELECTRIC ASSESSOR PARCEL NUMBER (858) 614-5000 `!'l cj v l\, OF SAN DIEGO P.N ZC30006, SD 20304) EX. LOT LINE 800-411-7343 �lE c�0�� CD 618-010-26, 618-010-30 & 618-010-31 OF CACI � EXISTING 12" PVC WATER - STREET CENTERLINE SEWER I 02/14/2020 (CITY OF CHULA VISTA DWG. NO. 11031) ---------- EX. EASEMENT CITY OF CHULA VISTA BASIS OF BEARINGS BRIAN STUP, P.E DATE EXISTING 12" PVC SEWER 619-397-6000 (CITY OF CHULA VISTA DWG. NO. 04071) - - - - - EX. TEMPORARY NORTH 18'22'05" WEST BEING THE BEARING OF THE CENTERLINE c WATER OF BROADWAY PER RECORD OF SURVEY MAP NO. 9615. � PROPOSED MOSS STREET (EASTERLY P. L.) CONSTRUCTION EASEMENT SWEETWATER AUTHORITY SHEET INDEX N.T.S. - - - - - PROP. EASEMENT 619-409-6751 BENCHMARK C-1 COVER SHEET C° C-2 EXISTING CONDITIONS AND ENCUMBRANCES STORM DRAIN THE BASIS OF ELEVATIONS FOR THIS SURVEY IS THE NORTH J - - EX. RIGHT OF WAY C-3 CONCEPTUAL GRADING PLAN o CITY OF CHULA VISTA AMERICAN VERTICAL DATUM OF 1988 (NAVD88) PER NATIONAL C-4 CONCEPTUAL GRADING/ STORMWATER • • - • • PROP. RIGHT OF WAY 619-397-6000 GEODETIC SURVEY BENCHMARK DESIGNATION; FOUND WELL C-5 CONCEPTUAL UTILITY PLAN z MONUMENT AT CENTERLINE INTERSECTION OF MOSS STREET C-6 FIRE AND CIRCULATION PLAN z EX. R/W EX. R/W " (WEST) (EAST) EX. BUILDING CALTRANS AND BROADWAY, STAMPED RCE 32133 . Q 72' __ _u_: m._._.._ _ __ i 760-639-6177 J LYING WITHIN QUARTER SECTION 165 OF RANCHO LA NACION, i 36' 36' �P EX. POST TELEPHONE TOWNSHIP 18 SOUTH, RANGE 2 WEST, CITY OF CHULA VISTA, PROJECT AREA SUMMERY. o 16' 26' 26' 16 ' EX. VALVE AT&T SAN DIEGO COUNTY, CALIFORNIA. U 855-327-0860 EXISTING LOT AREA: Q PARKWAYELEVATION:ELEVATION: 54.15 (NAVD88) 618-010-26: 0.67 AC EX. MANHOLE CABLE TV 618-010-31: 6.61 AC > EX SIGN TIME WARNER CABLE 618-010-32: 240 SF Q 714-903-4000 .. FLOOD ZONE TOTAL 7.2-9--AU � �� � ��,�.��, „� ������ EX FIRE HYDARANT ZONE X U CONTIGUOUS SIDEWALK °"'" °°°°°°� ° ""°"'° EXISTING AC BERM FH TRASH/REFUSE INSURANCE RATE MAP NUMBER 06073C2152 F PROPOSED LOT USE: EX. TREE REPUBLIC SERVICES DATE JUNE 11 , 2004. 1 LOT FOR CONDOMINIUM PURPOSES o 619-421-9400 IL IL `" EX. CONTOUR CONDOMINIUM MAP STATEMENT PROPOSED RIGHT-OF-WAY DEDICATION: o SCHOOL DISTRICT � _ EXISTING 15"VCP SEWER CHULA VISTA ELEMENTARY 36 DEDICATION IN MOSS STREET: 0.35 AC Un (CITY OF CHULA VISTA DWG. NO. 11031-03) SCHOOL DISTRICT THIS IS A MAP OF A CONDOMINIUM PROJECT AS DEFINED IN r- 676 MOSS STREET 619-425-9600 SECTION 1350 OF THE GOVERNMENT CODE PURSUANT TO THE PROPOSED LOT AREA: t INDUSTRIAL BLVD. SUBDIVISION MAP ACT. THE TOTAL NUMBER OF DWELLING UNITS ONE LOT: 6.94 AC (CLASS I I COLLECTOR) SWEETWATER UNION HIGH IS 141 . Q SCHOOL DISTRICT ~ 619-691-5500 C-1 N.T.S. 9755 Clairemont Mesa Blvd. FEB 14, 2020 ' - ' ' San Diego, CA 92124 i Phone: (858) 614-5000 N T E R N A T 1 0 N A L MBAKERINTL.COM EXISTING CONDITIONS AND ENCUMBRANCES TENTATIVE MAP CHULA VISTA TENTATIVE MAP NO . 18-0006 CITY OF CHULA VISTA, CALIFORNIA ......' I APN 618-010-16-00 SWEETWATER UNION HIGH SCHOOL DISTRICT 660 L STREET QUITCLAIM DEED DOC. NO. 201 6-061 -0802 .; �, ��iu uI 1 L _l �u 676 MOSS STREET p I El EX.FIRE HYDRANT °` o ,•u77 .... .„ I 71-44"100"E420.73 e x OX O � EO APN# 618-010-31 EXISTING FENCE x w ARIZONA STREET o.o LEGAL DESCRIPTION ��� � x.: �-~ � LEGEND :.. ci ..-R7. M N / � EXISTING FENCE R o z z o < _____ PROPERTY LINE c� C) .-7� _..... -- - �- _ APN# 618-010-32 _____--- �...•, ----- REAL FOLLOWS: IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS I � __ U o ^ �� III EX. LOT LINE Z p EX.OFFSITE CATCH BASIN APN 618-010-31: x Z w � _ _---- - ____ STREET CENTERLINE Z p w f f, f _. �—._ carte__ _______ ___— /, pE� - r ---------- EX. EASEMENT ALL THAT PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF QUARTER SECTION 165 LYING �Q w '� SOUTHERLY OF THE NORTHERLY 638 FEET OF EVEN WIDTH, AND LYING EASTERLY OF THE WESTERLY 240 FEET a x Q Q EX. TEMPORARY EVEN WIDTH THEREOF, ALL BEING LOCATED IN THE RANCHO DE LA NACION, IN THE CITY OF CHULA VISTA, 3 U � � x •'" p COUNTY OF SAN DIEGO STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO. 166 MADE BY MORRILL FILED w �� �ao � - � CONSTRUCTION EASEMENT IN THE OFFICE OF COUNTY RECORDER OF SAN DIEGO COUNTY. �� �ytk" , 5� x x / L _. el, . EX. BUILDING APN 618-010-26: //, APN# a EX. POST 11� 618-010-26 ., x TO BE REMOVED THAT PORTION OF THE SOUTHWEST QUARTER OF QUARTER SECTION 165 OF RANCHO DE LA NACION, IN THE CITY EX. VALVE OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 166, FILED IN �� %l� x �. i l x :2 @MH EX. MANHOLE THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 11, 1869, DESCRIBED AS FOLLOWS: I ;", �' �' �� �� EXISTING ` EX.SEWER '<l h BUILDING �����I ;, EX. SIGN BEGINNING AT A POINT IN THE NORTHEASTERLY LINE OF THE SOUTHWESTERLY 240.00 FEET OF THE - �/ (TO BE NORTHEASTERLY HALF OF THE SOUTHWESTERLY QUARTER OF SAID QUARTER SECTION 165, DISTANT THEREON EX.CATCH BASIN NORTH 18° 19' 00"WEST, 300.00 FEET FROM THE CENTER LINE OF MOSS STREET (80.00 FEET WIDE); THENCE a x DEMOLISHED) x `° "e� EX. FIRE HYDARANT ALONG SAID NORTHEASTERLY LINE, BEING PARALLEL WITH AND DISTANT 150.00 FEET NORTHEASTERLY, I :l �� 2 x 12 �� MEASURED AT RIGHT ANGLES, FROM THE ORIGINAL LOCATED CENTER LINE OF SAN DIEGO AND ARIZONA 9 ' o EX. TREE EASTERN RAILWAY COMPANY'S MAIN TRACT (SAN DIEGO-SAN YSIDRO), NORTH 18° 19' 00" WEST, 293.76 FEET TOA I §� �� 30.00' a M POINT IN THE ARC OF ANON-TANGENT 397.25 FOOT RADIUS CURVE, ^�."� �� o 36 EX. CONTOUR CONCAVE SOUTHEASTERLY, A RADIAL LINE OF SAID CURVE BEARS NORTH 56' 55' 53" WEST TO SAID POINT; l ... � ' OZU THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 35' 56'481,A §� I O a M z ! EX. CATCH BASIN DISTANCE OF 249.23 FEET TO AN INTERSECTION WITH A LINE WHICH IS PARALLEL WITH AND DISTANT I � (.,4) I o 0 NORTHEASTERLY 15.00 FEET, MEASURED AT RIGHT ANGLES FROM THE CENTER LINE OF SAID MAIN TRACK, I o 13 x ( ' w J w �, O EX. EASEMENT THENCE ALONG LAST SAID PARALLEL LINE SOUTH 18' 19' 00" EAST, 89.11 FEET TO A POINT DISTANT THEREON TEMPORARY o L O v NORTH 18' 19' 00"WEST 300.00 FEET FROM THE CENTER LINE OF SAID MOSS STREET; THENCE PARALLEL WITH ✓' CONSTRUCTION °°° %-� TEMPORARY I Q o of ' � � ��� ������� �, �" •••gyp" CONSTRUC170N x oo � z,'a � OO PLAN REFERENCE NUMBER SAID CENTER LINE NORTH 71' 41' 00" EAST 135.00 FEET TO THE POINT OF EASEMENT ,• CL p " ° '°�' I EASEMENT to w tin EXISTING CULVERT EXISTCONNECT ON W' 14 CONNECTION BEGINNING. �. -(TO BETREMOVED) 13 z z REMOVE GATE x 0 EXCEPTING THEREFROM THAT PORTION OF SAID PROPERTY LYING BELOW A DEPTH OF 500.00 FEET MEASURED VERTICALLY FROM THE CONTOUR OF THE SURFACE THEREOF; PROVIDED, HOWEVER, THAT GRANTOR, ITS /�,. 4 EX.CATCH BASIN op SUCCESSORS AND ASSIGNS, SHALL NOT HAVE THE RIGHT FOR ANY PURPOSE WHATSOEVER TO ENTER UPON, �, (TO BE REMOVED) — INTO OR THROUGH THE SURFACE OF THE PROPERTY GRANTED HEREIN OR ANY PART THEREOF LYING BETWEEN / "� — — � � EXISTING CULVERT � ' l � F� — SAID SURFACE AND 500.00 FEET BELOW SAID SURFACE. CONNECTION ���� m�mm�mm�m — J` oo TELEGRAPH O � ������ �F� — _2-12'x10"RC BOXOCULVERTS CHANNEL ; \4� x\ \.\ 84' RCP SD® N / //� 9� T` L 00 " TRANSITION STRUCTURE / „ ���� �i _— ::—_ _ ::—_ — _ ::_x _ _ —,: _ —_ _ .. _ _.._ —_ .. _ �- _ _ .. _ _ .. ll.(,..1 4 CONCRETE < EXISTING UTILITY PLAN REFERENCES o �%� x %--% --%%_ %...% — Lu r- W I ��1 �� / % , I 1 US ARMY CORPS OF ENGINEERS (LOS ANGELES EXISTING EASEMENTS o � I i II ����� I pp z - - %�%' e 13 - ��. 0� DISTRICT) TELEGRAPH CANYON CHANNEL DACW o �� � x ....� a0 27.00 09-87-0016 DESCRIPTION DISPOSITION DOC. # � U � � � �� � � � - �'� N��- �� � ��°' ����� � � ������ — — — — � � � � � r� g I -�� � .� � - ... �-to c�� ` % ___ 11 %� cfl ( CITY OF CHULA VISTA DWG 11031 5 PUBLIC HIGHWAY- SAN DIEGO LANDS, INC TO REMAIN BK. 863, PG. 128, 9/16/21 p0 p N71'38'10' 1 .0 ' ' % �' � cP �c �� 7 PUBLIC UTILITY EASEMENT- SDGE TO BE QUITCLAIMED INSTR. 74-154472 , 6/11/74 a I Q I ��� co�Pe�ce�o� °max �� � �3 CITY OF CHULA VISTA DWG 04071 z 8 PUBLIC UTILITY EASEMENT- SDGE TO BE QUITCLAIMED INSTR. 74-232956, 8/27/74 I " �E �ti x W c� O x z / ® STATE OF CALIFORNIA HIGHWAY TRANSPORTATION ,�, o m ti� I � . �` EXISTING FENCE �� / Z � ., / x 9 RAILROAD EASEMENT SD, AZ & EASTERN RAILWAY CO. TO BE QUITCLAIMED INSTR. 77-302949 , 7/27/77 ,�, U I �/ x I AGENCY DEPARTMENT OF PUBLIC WORKS DWG. N0. 10 FLOOD DRAINAGE CHANNEL EASEMENT TO REMAIN INSTR. 79-044389, 1/29/79 w w I / ' _ 57709- JULY 1970 Q I . ---- i x 11 FLOOD DRAINAGE CHANNEL EASEMENT TO REMAIN INSTR. 83-199081, 6/14/83 a c~n I I ' 5 CITY OF CHULA VISTA DWG 60-1 L I� I o I I ' ;,:a x EXISTING �� O L� 12 PUBLIC UTILITY EASEMENT- SDGE TO REMAIN INSTR. 85-341634, 9/17/85 a I - ..o A a N 13 FLOOD DRAINAGE CHANNEL EASEMENT REMOVE PORTION INSTR. 89-011720 1/10/89 I I :ix� V 14 ( BUILDING oCn © SWEETWATER AUTHORITY WO A3403 X N I x n \ (TO BE EXISTING I vi N.. w O7 SWEETWATER AUTHORITY MAPBOOK #165 14 FLOOD DRAINAGE CHANNEL EASEMENT REMOVE PORTION INSTR. 89-011721, 1/10/89 w z ' Q I \ p � DEMOLISHED) EXISTING WALL r0�� Ld 45.00 w I o \ x ` BUILDING 1 a o � ® COUNTY OF SAN D I EGO PN. ZC3006, SD20304 M U EASEMENTS AND RESTRICTIONS (PER FIRST AMERICAN TITLE INSURANCE COMPANY PRELIMINARY REPORT ORDER NUMBER I � ;,, A ( o z `O in o tn NCS-886424-SD UPDATED AND AMENDED JUNE 7, 2018. I z I ° o v �„ - (TO BE o„z � �, Q9 MBI GROUND SURVEY/POTHOLE DATA (DEC. 2018) EASEMENTS PLOTTED PER BRENNER & ASSOC. LAND SURVEYORS ALTA/NSPS LAND TITLE SURVEY, DATED OCTOBER 22, 2018. I �' I I v \ ' ” DEMOLISHED ° LI '� a' V) z o \ Cola mm 0 I I 0 M \ x o I ., a � � I N w aICL.J a `o H J \ VV m I „ao \ C, f > O H O f` op op EX CATCH BASIN x ' IR Z O P (TO BE REMOVED) x U X.FIRE HYDRANT > w ' J I �M \ ffCD N~LL1I CD IN I 0 O Z Q �'.,'° EX.CATCH BASIN Q x Z ...... uuumm mm q 000� '' EXISTING FENCE M � y BE REMOVED)\ � � �„ 11 r � Z I 0 (TO �..,.. .. V Q co 3 N % %—% % I u w m����� x x 0 9 zow x I d y I 30.00' a=o ` f a,, I. o w - x x I I -12.00' v o 7 . a I hx _ � 71 F I > I r� 00 k I t Kso-,� x I EX.15"PVC SEWER 11 Cp S, p— O %—% O ro x I %— U EX. PVC SEWER(j) � � O �. " � ` % %�a v I I x I % " %—%_._%�� %—%_%q��...... �K..,. % %�%�% I _ % ... % _%—% -% %-.........%�%____%____%—% —%-� x 0 L� EX.12"PVC S" 2 �..1,, EWER �EX.SWRLATERAL �t" / — �� I � .. ° .� �....� O — � — — — DRIVEWAY � I' ���n.,,• — --- EXE----gyp --------- ---" m•- --- — ---- " ----- --- —EX.DRIVEWAY——— ----- O ���. Ex.DRIVEWAY - - 40 20 0 40 80 120 z �...I. �� �� �, � V op ° 3 EX.SWR LATERAL Q. op (n .1 — OEX.12'PVC SEWER Y ° �I --- .....,�.. I. EX.SWR LATERAL t 00 (0 I I EX 12 PVC WATER 2 6 x �� 3 I' EX.CATCH BASIN x 3 -- ER 3 SCALE: 1"=40' I� =��: I I'.` I�� / �� EX.AC BERM c�2 " EX.8 PV ESC WER _ MOSS_S_TREET � EX.12 EX. SEWER EX.12' PVC SEW EX.15"PVC SEWER Z ... �,L �u,� N71�38'1O"E 44 —� E—PVC EX.SEWER EX.8"PVC WATER < Q 2 \#fae� EX. SEW ER C_2 9755 Clairemont Mesa Blvd. 2 EX 60 RCP SD EX 8"VCP SEWER \° PUBLIC STREET 3IL COLORADO �. w WO LAWN • " San Diego, CA 92124 i A FEB 14, 2020 4II .... � ... AVE �� Phone: (858) 614-5000 z N T E R N A T 1 0 N A L MBAKERINTL.COM