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Home My WebLink AboutEscaya Self Storage (flash drive document) GENERAL NOTES VICINITY MAP A. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE `'� jNEW CONSTRUCTION RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT �� , i' ii 11 ,� MEET THESE CODES AND REGULATIONS. C. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECT'S CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR " o o o REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS a T° ° Q ° WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS. �n a ° a m o o E g D. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE FIC, ° c ao NSTORAGESCAYA SE E PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OFa ° CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN THE PLANS AND - � �� c SPECIFICATIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. Q T 0-3: 0)°o �N c - 0 C O_c c E ° m E�'� '- 3�maa E. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING - ' ° � ' N U O E—.- C BEFORE BEGINNING WORK. C, E a E T�° 3-cl 0 �r c QE � o o c c'c c . o F. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING " ° ° > ° a ° mz ° ° AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, STORY SEI F STORAGE E - ' ° o SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF a m L � -_ � o a °4 °°w o MECHANICAL AND ELECTRICAL SERVICES, NOISY OR DISRUPTIVE WORK SHALL BE m 0 o'E ° E o i �,.,, � Vl++ N U O N SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO „ '� ;�� ° 0 u o- c m_ ° ° 0 0 COMMENCE. n ) a o�'o o ° ° o ° OTAY RANCH VILLAGE 3 v a¢¢ z o L is E ao U ° a G. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST ��;" STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE E SPECIFIED. H. GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER � " � o rn `. 0- THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND �; �� >� T; CHULA VISTA CA 91913 � L6 � ca PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. GC SHALL '' °dt� 1 H U) 'E u-) -2 .° PROVIDE SHOP DWGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL "D U p rn 2 ° SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED FIRE U) DOORS AND HARDWARE). xtf I. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO 01 SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF r' U > E INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE " %�'' o o ARCHITECT BEFORE USE. --::I- Lo O O p J. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE GC SHALL �I U PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT o EQUIPMENT INSTALLED DURING CONSTRUCTION, CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM DEFERRED SUBMITTALS PROJECT TEAM PROJECT DATA SHEET INDEX BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. K. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CLIENT: ARCHITECT: SITE AND PARKING DATA: CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO ARCHITECTURAL: MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO HOMEFED CORPORATION MAGELLAN ARCHITECTS ADDITIONAL COST TO THE OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO 1903 WRIGHT PLACE, SUITE 220 10540 TALBERT AVE, SUITE 175 LEGAL DESCRIPTION: A0.1 COVER SHEET MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, CARLSBAD, CA 92008 FOUNTAIN VALLEY, CA 92708 TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS (760) 918-8200 PH: (949) 515-9600 LOT 817 OF CHULA VISTA TRACT NO. 16-02, OTAY RANCH VILLAGE 3 PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER A1.1 SITE PLAN PRIOR TO INSTALLATION. CELL: CELL: NORTH, IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF A2.0 GROUND FLOOR PLAN FAX: (760) 918-8210 RECORD ARCH: PATRICK ANDERSEN CALIFORNIA, ACCORDING TO MAP THEREOF NO. 16160 FILED IN THE OFFICE A2.1 SECOND FLOOR PLAN PM CONTACT: STEVE LEVENSON PM CONTACT: ULYSSES CARMONA L. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE SLEVENSON®HFC-CA.COM ULYSSES®MAGELLANARCHITECTS.COM OF THE SAN DIEGO COUNTY RECORDER DECEMBER 21, 2016. A2.2 THIRD FLOOR PLAN DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY A2.3 ROOF PLAN REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE CIVIL: PARCEL NUMBER: 644-061-04 All ELEVATIONS SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. A3.2 ELEVATIONS FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE HUNSAKER & ASSOCIATES JURISDICTION: CITY OF CHULA VISTA SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED 9707 WAPLES STREET ♦^ CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SAN DIEGO, CA 92121 v SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF ZONING: OTAY RANCH-VILLAGE 3 (INDUST) EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO PH: (858) 558-4500 CELL: SUBSTITUTE WILL BE ACCEPTED. FAX: (858) 558-1414 AREA CALCULATIONS AND CONDITIONS < M. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL PM CONTACT: JESSICA NISHIURA SITE AREA: (3.139 ACRES) 136,735 S.F. REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE JNISHIURA@HUNSAKERSD.COM PROPOSED BUILDING AREA: (2.91 ACRES) 126,997 S.F. O GC SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE, FILL ALL HOLES AND VOIDS IN LANDSCAPE: BUILDING SETBACKS PER CODE: L FLOORS WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, TRIBUTARY LA, INC. FRONT YARD: 10 FEET r AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS 2725 JEFFERSON STREET, SUITE 14 SIDE YARD (INTERIOR): 15 FEET I I CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND CARLSBAD, CA 92008 PUBLIC STREETS: 10 FEET W LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. PH: (760) 434-9300 REAR YARD: 10 FEET CELL: (760) 822-0238 0 N. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE FAX: LOT COVERAGE PER CODE: 70% J SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY PM CONTACT: TOM PICARD FLOOR AREA RATIO PER CODE: DR OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY TOM@TRIB-LA.COM OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL O M co RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE Z E SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE-TIPPED DRILLS FOR L O GYPSUM WALLBOARD PARTITIONS. KEEP OVER CUTTING TO A MIN.. MAINTAIN Q r I__ J a CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT \ �/1 c) � U AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND T ��JJ MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES: MATCH 2 Q Q ADJACENT EXISTING WORK, c/) U U j < Q � W � ABBREVIATIONS LEGEND OF SYMBOLS Z OU REVISIONS A.B.E. AVG. BUILDING ELEVATION ENCL ENCLOSURE M.B.S. METAL BUILDING SUPPLIER REINF REINFORCING NO. DATE BY A.C. AIR CONDITIONER EQ EQUAL MCT MARMOLEUM COMPOSITE TILE REQ'D REQUIRED ACOUST ACOUSTICAL EXH EXHAUST MECH MECHANICAL R.F. RUBBER FLOORING 1 PREVISION NO. (TITLE O WINDOW SCHEDULE AO ADJ ADJUSTABLE, ADJACENT EXIST EXISTING MEZZ MEZZANINE R.O. ROUGH OPENING BLOCK SHOWS REV. KEY ADMIN ADMINISTRATION E.J. EXPANSION JOINT MTL METAL S.A.M. SELF ADHESIVE MEMBRANE DATE) Z2 A.F.A. ABOVE FINISH FLOOR EXP EXPANSION MFG MANUFACTURING SCHED SCHEDULE ROOM NAME REVISED ROOM NAME 3 INDICATES ALUM ALUMINUM EXT EXTERIOR MFR MANUFACTURER S.C. SOLID CORE AREA ROOM NAMES 4 ANOD ANODIZED F.C.I.C. FURNISH BY CONTRACTOR M.H. MANHOLE S.G. SAFETY GLASS XXX BROOM N0. ANSI AMERICAN NAT'L STDS INST. INSTALL BY CONTRACTOR MIN. MINIMUM SHT SHEET XXX S.F.BROOM AREA 0 APPROX APPROXIMATE F.D. FLOOR DRAIN MISC MISCELLANEOUS SIM SIMILAR X DETAIL N0. DESIGNATION ASR AUTOMATIC SPRINKLER RISER FDN FOUNDATION M.O. MASONRY OPENING SPEC'D SPECIFIED XX.X SHEET THAT DETAIL IS 0 AVG AVERAGE F.F. FINISH FLOOR M.R. MOISTURE RESISTANT SQ SQUARE SHOWN PL-1 FINISH SCHEDULE ISSUE DATES BD BOARD FHS FLAT HEAD SCREW MULL MULLION S.S. SERVICE SINK, SANITARY SEWER KEY BLDG BUILDING F.I.O. FURNISHED & INSTALLED MTD MOUNTED SST STAINLESS STEEL DESIGN APPROVAL: BLK BLOCK BY OWNER MTG MOUNTING STD STANDARD X BLDG. SECTION N0. 01 EQUIP. SCHEDULE F.O.I.C. FURNISHED BY OWNER, N.I.C. NOT IN CONTRACT XX.X KEY PERMIT SUBMITTAL: BLK'G BLOCKING STL STEEL SHEET THAT SECTION BM BEAM INSTALLED BY CONTRACTOR NOM NOMINAL STRUCT STRUCTURE, STRUCTURAL IS SHOWN PERMIT RECEIVED: B.O. BOTTOM OF FPHB FROST PROOF HOSE BIBB N.T.S. NOT TO SCALE SUSP SUSPENDED94�SHEET CASEWORK DTL. NO. BOT BOTTOM FRP FIBER REINFORCED PANEL(S) O/C ON CENTER SYS SYSTEM BID DOCS: BTW BETWEENFTG FOOTING O.A. OVERALL T TREAD, TOP X WALL SECTION NO. N0. CONSTR. DOCS: CB CATCH BASIN GA GAUGE O.C. ON CENTER T&B TOP & BOTTOM XX.X SHEET THAT SECTION IS WALL TYPE NO. C.C. CAST IRON GALV GALVANIZED O.H. OVERHEAD TEL TELEPHONE DESIGN CODES SCOPE OF W C.I.P. CAST IN PLACE G.I. GALVANIZED IRON OP'G OPENING TEMP TEMPERED SHOWN # - - INSULATION KEY 24"x36"SCALE: AS NOTED C.J. CONTROL JOINT GLP GYPSUM LATH & PLASTER OPP OPPOSITE T&G TONGUE & GROOVE WALL TYPE LETTER CL CENTER LINE GWB GYPSUM WALLBOARD PTN PARTITION T.G. TEMPERED GLASS A INTERIOR ELEV. NO. PLOT DATE: 2019-01-14 H.B. HOSE BIBB 2016 CALIFORNIA BUILDING CODE CLG CEILING PERP PERPENDICULAR T.O. TOP OF DATUM POINT CONSTRUCTION OF 3-STORIES ABOVE GRADE, SELF-STORAGE BUILDING WITH H.M. HOLLOW METAL PL PLATE PROPERTY LINE TYP TYPICAL D X B—WALL ORIENTATION 2016 CALIFORNIA ENERGY CODE CAD FILE: 17-040—Cover.Sheet CMU CONCRETE MASONRY UNIT XX ACCESSORY 1ST FLOOR LEASING OFFICE ON EXISTING VACANT LOT AND COL COLUMN HORIZ HORIZONTAL P-LAM PLASTIC LAMINATE UTIL UTILITY 2016 CALIFORNIA PLUMBING CODE SHEET THAT INTERIOR +8'-0"A.F.F�CEILING HEIGHT 2016 CALIFORNIA MECHANICAL CODE ASSOCIATED SITE IMPROVEMENTS, LANDSCAPING AND WROUGHT IRON FENCE. JOB NUMBER: 17-040 CONC CONCRETE HT HEIGHT PLYWD PLYWOOD U.O.A. UNLESS OTHERWISE NOTED C ELEV. IS SHOWN ACT CE 11L NG 2016 CALIFORNIA GREEN STANDARDS CODE AS ADOPTED AND AMENDED BY CHECKED: CONT CONTINUOUS HTR HEATER PLBG PLUMBING VCT VINYL COMPOSITION TILE CONSTR CONSTRUCTION INSUL INSULATION PNL PANEL, PANELING VERT VERTICAL TRUE NORTH FINISH CEILING TYPE THE STATE OF CALIFORNIA AND THE CITY OF CHULA VISTA DRAWN: CONTR CONTRACTOR JT/JTS JOINT,JOINTS PR PAIR W/ WITH PROJECT NORTH CPT CARPET L LONG, LENGTH PROJ PROJECT W/0 WITHOUT 9,5 GRID DESIGNATION STATUS: PHASE/ISSUANCE C.T. CERAMIC TILE LAM LAMINATE, LAMINATED PRV PRESSURE REDUCING VALVE WD WOOD 0 DBL DOUBLE L.F. LINEAR FOOT, LINEAL FOOT PT POINT WDW WINDOW DTL DETAIL LIQ. LIQUID Q.T. QUARRY TILE 1❑ SHEET KEY NOTE ROOF SLOPE AND W-MAT WALK OFF MAT 1/4:12 COVER SHEET D.F. DRINKING FOUNTAIN LT.WT. LIGHT WEIGHT QTR QUARTER W.P. WATERPROOF DIRECTION KEY D.S. DOWNSPOUT LVL LEVEL R RADIUS W.R. WATER RESISTANT DOOR SCHEDULE KEY In DWG DRAWING MAS MASONRY R.D. ROOF DRAIN WRB WATER RESISTANT BARRIER 1 1A (CORRESP. TO ROOM NO. BREAK LINE SYMBOL EA EACH MAX MAXIMUM R.L. RAIN LEADER WT WEIGHT WHERE DOOR OCCURS) ELEV ELEVATION, ELEVATOR RECD RECEIVED WWM WELDED WIRE MESH MATCH UNE MATCH UNE AOO 1 ELEC ELECTRICAL REF REFRIGERATOR, REFERENCE WWF WELDED WIRE FABRIC DOOR SUFFIX • Y.D. YARD DRAIN ------ __�_--,� NOTE: KEY NOTES -- ~-_ 1 CONTRACTED LANDSCAPER TO RECYCLE GREEN WASTE � BUILDING ROOF PLAN, PLEASE SEE SHEET A2.3 FOR COMPLETE ROOF PLAN OR BE DIVERTED FOR REUSE AT THE LANDFILL. --~ _ � __ � THE BUILDING SHALL BE ADDRESSED IN ACCORDANCE ❑2 LANDSCAPE AREA, PLEASE SEE LANDSCAPE DRAWINGS °. .°. .°. .°. -- --____ - -_ �3 CUSTOMER DRIVE ENTRY ` °` °` °` °` & °` °` °` °` °` ` ---_ _ � � TO THE FOLLOWING CRITERIA: o- � o- o- o- o- o- o- o- � o- o- o- o- o- o- — —_— °. .°. .°. .°. .°. .& .°. .°. .°. .°. .°. .°. .°. .& .°. .°. .°. .°. .°. .°. .. ❑4 RV DRIVE ENTRY I. o- o- o- o- o- o- o- o- o- � 10 51-150 FT. FROM THE BUILDING TO THE FACE OF THE & I. °. °. I. I. °I. °I. & ° ° ° ° ° & ° ° ° ° ° ° ° & & m � CURB = 10 INCHES IN HEIGHT WITH A 1 1/2 INCH ❑5 CUSTOMER PARKING LOT °. .°. .°. .°. .°. .°. .& .°. .° .°. .°. .°. .°. .°. .& .°. .°. .°. .& .°. .°. .°. .°. .°. .°. .°. .& .°. .. 9 STROKE o- o- � o- o- o- o- o- °� � o- o- o- o- o- o- o- � o- o- °. .°. .°. .°. .°. .& .°. .°. .°. .°. .°. .°. .°. .& .°. .°. ❑ °. .°. .°. .°. .°. .°. .°. .& .°. .°. .°. .. ❑6 9'X18' STANDARD PARKING STALL, (24) TOTAL o- o- o- o- o- o- o- ° o- o- o- o- o- o- o- o- o- o- ° 8 o- o- o- o- o- o- o- o- o- o- o- o- o- ° o- o- o- o- o- o- ° °. .°. .°. .°. °. .°. .°. .°. .°. .& 7 10'X30' LOADING STALLS, (6) TOTAL low.°. .°. .°. .�, .°. .°. .°. .°. .°. .°. .�, \� ��1 .°. .°. .°. .�, .°. .°. .°. .°. .°. .°. .°. U °� o a vi ova c c � � a�•� � °. .°. .°. .& .°. .°. .°. .°. .°. .°. .°. QQ Q� �� \ �� °. .°. .& .°. .°. ° ° ° ° ° ° ° ° ° ° & ° ° 10' X 37' RV PARKING STALLS, (27) TOTAL > ° a o- + o-1.o- ° El 11� Q Q Q \ °. .°. .°. .�, m moo a a.. ° o °� •� °. .°. + .°. .°. .°. .°. .°. .°. J J Q Q °. .°. .°. .°. g - PROPERTY LINE m o- 1 7 J Q Q �V V ❑ 1 p 6' TALL TUBULAR STEEL FENCE PER LANDSCAPE DRAWINGS o ° > o- o- o- o- o- m °. .�, .°. .°. .°. .°. _ ° m �J JQ QP Q� �� 11 RETAINING WALL PER CIVIL DRAWINGS q .°. .°. .°. I\ Q J Q \\ JQ QP °` °` °` 12 ACCESS ENTRY GATE o c ° a m 'a ACCESS EXIT GATE a ° a a •m a o E &, .°. .°. Q °. .°. .&, °. .°. °. .°. .°. 13 ° `o c o E i-- m�` o °� 0 .°. .°. �J Qac ��v .°. .°. ❑ r a u ° o.— + •- m o °. .°. Q °. .°. .°. .°. 14 3' WIDE PEDESTRIAN MAN GATE o y m' a a�.3 3 ° o ° ° c a' - as °� o o ° o- ° _ JQ �� V o- o- ° o- & o-� 15 TRASH AND RECYCLING ENCLOSURE, SEE DETAIL 2�A3.2 o m : `o o ,�� m F L m o m m U _ o- o- o- o- o- o- ° PEDESTRIAN ADA WALKWAY, PLEASE SEE CIVIL DRAWINGS - L ` ° o - 01 & .°. Q �\ °. .° �6' - - - - - �, .° 16 0 a �• o o t o 0 ---- -- — �� QP `�� - co - - �J QQ`� % ��,� &, .°. - ° ° ° ° ° ° ° ° ° ° ° ° ° ° °. .°. °` ° °` & °` °` °` °` °` °` °` & °` °` °` °` °` °` D WEIGHT OF MULTIPLE WEEKLY TRIPS BY POTENTIALLY FULL LOADED TRASH � P El TRASH o- o- o- o- o- o- ° & ° _ Q o- o- o- o- o- o- o- o- o- o- o- o- o- o- TRUCKS WITHSTAND RECYCLING ENCLOSURE CONCRETE APRON, 24 X12, ENGINEERED TO 0 0 0 0 _ LO C70 O U .°. .°. .°. I. + I. I. I. I. I. I. .°. I. I. I. I. .& .°. .°. .°. .°. .°. LEASING OFFICE ON FIRST FLOOR ti o rn o °. .°. 18 .& .& .°. .°. .°. .°. .°. .°. .°. .& °. .°. .°. .°. .°. .& .°. .°. .°. .°. .°. .°. .°. + .°. c- °' 114:1'-0"114"1'-0" - --____ \ o- o- o- o- o- o- o- o- o- o- o- o- o- o- o- o- o- o- o- o- " o- o- o- o- o- ° , uj & .°. -----_ n> » °. .°. .°. & .& .°. .°. .°. .°. .°. .°. .°. .& °. .°. .°. .°. .°. .°. .& .°. .°. .°. .°. .°. .°. .°. + .°. °. 19 SELF-STORAGE SPACE ON FIRST FLOOR _ m L13 o II II o I - °. .°. °. +++++ .& .°. .°. .°. .°. .°. .°. .°. .& .°. .°. .°. .°. .°. .°. .°. .& .°. .°. .°. .°. .°. °. .°. 20 o- ACCESSIBLE PATH OF TRAVEL; SEE SITE LEGEND U o ,mo jz °. .° i I II II I \, O guy;°. -.�_ °. .&, .°. �.°. ii. .°. .°. .°. .&, .°. .°. .°. > U--------------------------- M c & ° + SITE DATA U > E :2o-. o-. o- ° o- o- o- o- o- o- o- + QA + .°. .°. .°. .°. .°. .°. .°. CD ❑ ❑ _ °� ° & ° ° ° ° ° ° ° ° & ° ° ° ° ° SITE ADDRESS: OTAY RANCH-VILLAGE 3 Lo = � N _. `` .. .°. °. ° ° ° ° °. ° O o LL °. .°. O \ ..I. I. A. ° & ° ° ° ° ° I `I. GROSS SITE/LOT AREA: 136 735 S.F. (3.139 ACRES) °. .°. 7 PROPOSED BUILDING AREA: 126,997 S.F. 2.91 ACRES 12 0` 0` `� 0` 0` 10 PARCEL NUMBER: 644-061-04 °. .°. .° o II II ,. \ I °. .°. .°. .°. .°. °. `�., \, JURISDICTION: CITY OF CHULA VISTA C 9 II C 9 II CD °. .°. .°. + .�, .°. ° ° ° ° ° I Z II Z II Z I °. .°. .°. .°. .°. .°. + + I. ZONING: INDUSTRIAL o- o- I. . .1 o- . _ o- o- '° I. °. .°. .°. .& .& .°. .°. °. .°. .& . °. . +++++ BUILDING AREA I. o- o-I. o- ° o- o- o- o- o- o- o- ° 4 I. I. ° `�° /- PROPOSED BUILDING FOOTPRINT CALCS: °. .°\ 1ST STORY: STORAGE = 41,028 S.F. 1 °. .°. °. °. °. 6 o- + .°. °. 1ST STORY: OFFICE = 1,192 S.F. & .°. .& ° .°. °o. / 2ND STORY: STORAGE = 41,015 S.F. °. .°. °. .°. .°. .°. .°. .& °. .°. / 3RD STORY: STORAGE = 43,762 S.F. _0o-° .°.° +& ° ° TOTAL S.F. = 126,997 S.F. .° o- ° ° / /w 10 °'o- ° ° I °. ° ° 18'—on ° .°.° + °1. °.°. ° � &.°.° ..,. CODESUMMARY °. .°. °. ITEM BY CODE PROPOSED Q 0 0 .° & °I I 18 -0 SETBACKS: 15'-0SIDE (INTERIOR) 75-1 A. °. . °. °. + .°. °. 14. 10'-0" REAR 42'-11" .°. 11» °. A. A. A. A. .& °. .°. .°. 42-1 1 .°. .°. . .0. °. ° I e " O C=D ° 1 I 10,0" PUBLIC STREET 36'-4 A.19 °. .°. _ i °. .& .°. .°. .; &. I 10'-0' FRONT 160'-4 1/2 .°. °.°. + °+ ° 0 °. o- o- I. . 1. 1+ I (181,406 SF LOT AREA, 4.18 ACRES) °. A. A. o- o- ° i�I I FAR: NONE 0.93 G J ° 4. 2 MAX HEIGHT. NONE T.B.D. I..°. .°. .°. .°. I V I. I. I. 9 . + . o-1 ; LOT COVERAGE: 70% 31% LL . . ,805 SF) ° °. .°. .°. .°. .°. i� °. .°. °. .°. .°. .°. .°. .& A. .°. °. .& A. A. .� PARKING (125 I IJ °. .°. o- o- o- SELF STORAGE: = 52 STALLS 17 STALLS .°. .°. .° .°. .°. .�, °. .°. °. .°. I. I. I. + .°. 1. .°. .°. .°. icoCo LEASING OFFICE (1,192 S.F./300 S.F.) O Z L \ � ___ _ i PARKING: = 4 STALLS 4 STALLS L O Q °. .°. - r RV SPACES: N/A 27 STALLS >. VJ > U \ 1 6 � LOADING SPACES: 3 6 STALLS ~ U � ° ° ° ° ° ° ° ° : � 108'-10" LL U) cn - ° 1 I TOTAL PARKING SPACES: 59 STALLS 54 STALLS �/ O < °. .�, .°. .°. .° -- 114":1'_0"114":1'-0' ° ° .° ° ° ° ..° ° U J --- °. .° .°. .°. + .°. 1 Q °. .�, .°. .°. .°. .°. --- ' n Co LTJ °. .°. .°. .°. .°. .& .°. °. .° .°. .°. .& .°. 1 2& 160 -4 1/2 °. .& .°. .°. .°. .°. .°. --- °. ° .°. .°. .° 1 Lu H 2 °. .°. .°. .°. .°. .&, .°. .°. \- ----------------- °. .° .°. �, .°. °' ° ° ° ° ° ° U I. ° °. .°. . A. A. A. o- o- o- o- o- o- ° o- ° --� o- o- ° ° ° . . ° o- o- o- o- o- o- ° �/VICINITY MAP �. 5 i� I . °. .°. .°. .°. .°. .°. .°. .& °. Co 1 A� 0 ° 0 ° & ° 0 ° 0 ° 0 ° 00 ° � A. o- A. o- o- o- o- � o- o- o- � � � .. Q� V I REVISIONS .�, .°. .. __ O 1 O, N °. .°. .°. + .°. .°. °. I. —-�_ _ A w 1 ++++++ 1 N 0. DATE B Y °. .°. .°. .°. .�, .�, .°. .°. .°. .°. .°. N - __ Z 1 °. .°. .° A. .�, A. .°. .°. .°. � °. .°. .°. .°. .°. .& .°. .°. .°. .°. .°. .°. .°. ter- b, I ' 1 I. I. I. .. .. + .. I. I. I. I. o- o- ° I - LTJ . . o- + +-7 1 o- o- + o- o- o- o- o- o- o- o- o- o- o- 10 °. .°. .°. .°. .°. .& .°. .°. .°. .°. .°. .°. .°. + .°. .°. .°. .°. .. 3 �r 1 �o- �o- �o- �o- �o- �o- �o- �o- �o- �o- �o- �o- �� o- �o- �o- �o- �°� o- �°� �� I � .°. .°. .� .°. .°. .°. .°. .°. .°. .°. .°. .°. .°. .� .°. .°. .°. .°. o- + o- � � o- o- o- o- o- o- o- o- o- o- A. o- . o- o- o- °' ° o- o- + + o- o- o- o- o- o- o- o- o- o- o- o- ° o- o- o- ° o- o- o- o- o- o- o- ° i _ ° .°. °. .°. 6 ISSUE DATES DESIGN APPROVAL: 16 20 i PERMIT SUBMITTAL: 1 PERMIT RECEIVED: r--- --------------------------------- ------------------ I BID DOCS: > CONSTR. DOCS: I 24"x36"SCALE: AS NOTED PLOT DATE: 2019-01-14 SITELEGEND CAD FILE: 17-040-Site.Plan JOB NUMBER: 17-040 CHECKED: PROPOSED ACCESSIBLE PATH OF TRAVEL. THERE HERITAGE ROAD SHALL BE NO ABRUPT CHANGES IN ELEVATION DRAWN: ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE STATUS: PHASE/ISSUANCE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY SITE PLAN (INSPECTOR TO VERIFY) N SITE PLAN SCALE: 1" = 20' 1 0 20 40 60 80 PROPOSED TRASH ENCLOSURE. Al ■ KEY NOTES 0 ELEVATOR ❑2 2 HOUR RATED EMERGENCY STAIRCASE E3 STOREFRONT WINDOWS 1 2 3 (4� 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 '2, 22 23 24 25 26 27 28 29 30 o�a' cc _ � N 0 00 icin- 0 a � 11 -ul c � oL U C3 ON C.� ? w N a a E > o 0 3a ao� c a o v' °o o a U � o �•� � n w o E ccc_ ., N. o N z O y cn cl -c' E o xu'3 a B - - - - - - - - - - L - - - - - - - - L - L - - - - - - LJ U 149x249 Qo v v° o a ° I I I I — — — — I I I I I I I I I I I I I I I I I � v,�o•� � y E o� °o ` a o o- c N o U m O N N() o N �a�i ami Q`o o oa 3 - 8 - o o i o 0 14'9x;34'9 149x;S5 a - - � r s- a LLL O c ° — � �'N O N c y o 3 3 0 a 3 U QQQ.�+Z O N 3Q E aaU o a 1 WO 149x.349 1 ox'30 10%349 1000 149x5 U a' 1 149x;349 149x;349 1OX30 149x;349 1OX30 149x;349 1OX30 149x;349 1OX30 [� cn '� Lo °? .° 5x5 L N E - - - - - - - - - - - - - - - - - - W 6' c U Q � � c X5 orx,. 1 149049 14ax51 Po 49x5 2 x — : (a 2 149x25 149x219 149x25 149x219 U > E :2 F ELEV,. FE ELEV. � 49x;349 1000 110 w.4 L 149x51 4�5, Po49x,r 149x119 15x O 149x119 15x O 149x119 15x O 149x119 14Dx15 149x119 1511x. , QAV QQ 1149 .1. — — — — — — — — — — — — 4 �I O L� o, 14'9x145 14Dx2.5 149x;349 1 149x51 z 11 Q9x;�> 1 ox;�5I U 14Dx249 149x219 14Dx249 — — — — — — — — — — — — t!LR 440"1n:11 .....,.w H 9x9 �- 10x249 149x249 10x249 149x249 10x249 149x2495x a 15.44'01204 hQ — 14494904 1 149x;349 149x51 1149xa 149x25 149x25 10x15 149x25 10x15 149x25 5x5 1 x 1 1 149x149 14'9x;349 �49x51 1159x;> �59x;> 149149 59x;>� K — — — — 149Tio 1aTx149 To10 —149x149 — 149x149 — 14Dx149 149x5 149x r 149x5 149x r 149x5 149x r 5x5 5x5 5x5 5x5 5x5 110x r 5x;> 1 149x;349 159x51 — — — — — — — — — — — — — 115x119 SIDRAGE 149x25 15x25 149x25 40JX0SE, ' O_" - - - - — — — — — — — — — — — — — — — ;rx:a axc 4ACH FE 1 115.1 5x5 5x5 W 0 1 15x;111 14.9x;51 0�R54°, SF 5x45 15x249 149x249 10x20 149x249 10x20 15x5 120 &F 15x5 15x5 1M11t STAR `ARx. 5x5 1 149x25 10x2.5 149x25 10x2.5 149x25 10x2.5 149x15 5x5 149x15 5x5 10x25 10x25 5x55 2 155 S,F 14.D O 144x149 10x51 149x�1 19x14 15x149 19x14 5x5 rxa rxa rxa 5x5 5x5 14Dx1:5 149x143 5x5 5x5T = = BUILDING CODE SUMMARY Q � a � a � a. 5x45 141x5 149x,r ;5x5 119x15 15x15 1 Ox15 15x1;5 1 Ox15 45X5 45X5 45X5 O — VT — — — — — — — 149x147 149x749 1aTx149 749x149 141x149 149x141 14Dx149 14Dx149— — — 14Dx149 149x141 " 5x1r _ _ _ _ _ yx5 5 5 � _i 119x249 — — — — — — — — — — — — rx,> rx,> Ll OCCUPANCY TYPES : S-1 STORAGE 1 149x149 149x154 149x149 r B (ACCESSORY OFFICE) P - - - - - - BUILDING CONSTRUCTION TYPES: 11-B LL 0 49xar 149x5 149x5 I I 1 I144x14D Po49xr 15x5 1 106 10A0 149x149 14Dx149 1149xr 1 SPRINKLERED: YES, DEFFERED SUBMITTAL J 149x149 149x249 149x149 149x249 149x149 149x249 149x149 149x219 _10 _1005 _ 110A5 FIRE ALARM SYSTEM: YES, DEFFERED SUBMITTAL W 3 O M M 149x25 Po49x5 149x25 PoQDxS 149x149 149x119 149x149 I 1149x b LU 149x25 149x25 149x25 14Dx2,> 149x2as Z � 149x2.49 149x149 O U' R — — — — — — — — — — — — — — � — � — PLAN NOTES Q � J U � Q 49x5 149xr I I I _ I () Po — — — — 149x149 I o A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL = Q —N PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. U IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY Flxll� Z — 54A1BVP151544VCE ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. z 149x;349 149x;55 149x;349 149x;55 149x;349 149x;55 149x;349 149x;55 _ 1,111 1a.F, $" 9-6" Uj ° � a 149x15 149x25 B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND T - - - - - - - - - - - - - - - - - - - - - - - - - - - - —�' SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR VJ W �j Q 3 SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE LU H 2 REQUIRED. ALL SURFACES SHALL BE ALIGNED. V J Z O U 10x25 19x25 10x25 ' C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO U o FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS REVISIONS C MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL o ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. N0. DATE BY V - - D. DIMENSIONS MARKED t MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED19'-8" 3 6I VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE DIMENSIONWITH THEN ARCHITECT. SECURE ARCHITECT'S APPROVAL. E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. A5 i n VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT 10-0 PRIOR TO PARTITION INSTALLATION. 6 ISSUE DATES 291'-31/2" 1 F. REFER TO SHEET AO.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. DESIGN APPROVAL: G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, PERMIT SUBMITTAL: U.O.N. PERMIT RECEIVED: H. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE BID DOCS: SAME PLANE. 1 23� 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW CONSTR. DOCS: FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 24"x36"SCALE: AS NOTED J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, PLOT DATE: 2019-01-14 SQUARE AND TRUE. CAD FILE: 17-040-Floor.Plans K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. JOB NUMBER: 17-040 L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL CHECKED: BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE DRAWN: APPLICABLE BUILDING AND FIRE CODES. STATUS: PHASE/ISSUANCE M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. GROUND FLOOR PLAN RN GROUND FLOOR P LAN N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. SCALE: 1/16" =1'-0" A200 0 4 8 16 32 KEY NOTES E❑ ROOF DRAINS ❑2 RIGID INSULATION CRICKETS �3 ELEVATOR PENTHOUSE �4 BUILDING RIDGELINE 1 2 r5 6 r9 10 , 11 12 , 13 14 , 15 16 , 17 18 , 19 20 , 21 22 , 23 24 , 25 26 , 27 28 , 29 30 , J U U•T a) a) O- a) � a) UO a) >� O a)+ a) 1 1 U) o 3 �� 0) >� o-y °-= ° c QST a ` a0 co� c c � oL a, U O E U ON E C.� 0 `--'o C i-+ A 00 00 — — — — — — — — — — — — — — — — — — — — — — — — — — � •o N E >,.uo o N IE o a o o -o a0 To o•c a� cn a o E c.c o a o 0 n — m z o 0 114":1'-0"114":1'- ' N Z • x _ acn a � a� c °' tNo N O a)�� y E o aU 3.. v0 B — — — — L — L — — — — — — — — L — L — — — — — — — La a J U N v o � a�o .� `o � ��a oma' m mco a Eoa o � L u u O" C C C y-+o a) fn (fl 3 C fA 0 �1E O a) .� �n 0 3 3 0-0 3 2 U QQQ. z o 0 0 3Q E o_o_U o o_ C 7 2 D — — — 2 o CD U U a)- O 6> U o Q I I I I I I I I I I I I I I I I I I I I I I I I I I I 5� I-- _L -D 3 QA U 2 j E � 0 00 o cN v 1 O `L O I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N — N 2 3 2 O I I I I I I I I I I I I I I I I I I I I I I I I I I I owe,- w I I I I I I I I I I I I I I I I I I I I I I I I I I I I LL 0 CIO CIO Q _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ w 2 O Z - - i- - + - - -i - � - - - - - - - - -i - � - - - - - - - � - � - - - PLAN NOTES Q � J < A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL I S 00 NACASIO OFOCONFONS SHALL CT NOTIFYBE AS ARCHITECTWN ON PARTITIONTITION PLAN BY PLAN.4 `•L Z 2 ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. JO U 1 2 B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND w C a j T - - - - - - - - - - - - - - - - - - - - - - - - - - - SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR VJ SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHEREW �/1 W H 2 REQUIRED. ALL SURFACES SHALL BE ALIGNED. V J Z O U (y L4 C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS REVISIONS MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL o ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. N0. DATE BY 00 00 _ � D. DIMENSIONS MARKED t MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMEN , ION VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE SWITH THEN 1 1 ARCHITECT. SECURE ARCHITECT'S APPROVAL. A E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. A5 VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. 6 ISSUE DATES 291'-31 2° 1 F. REFER TO SHEET AO.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. DESIGN APPROVAL: G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, PERMIT SUBMITTAL: U.O.N. PERMIT RECEIVED: H. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE BID DOCS: SAME PLANE. �6� �7 �8� �9rl� r1 r2) 3rl� 5 � 7ri� 9 � 1 � 3 � 5 � 7 � 9 � CONSTR. DOCS: I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 24"x36"SCALE: AS NOTED J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, PLOT DATE: 2019-01-14 SQUARE AND TRUE. CAD FILE: 17-040-Floor.Plans K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. JOB NUMBER: 17-040 L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL CHECKED: BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE DRAWN: APPLICABLE BUILDING AND FIRE CODES. M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE STATUS: PHASE/ISSUANCE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. ROOF PLAN N ROOF PLAN N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. SCALE: 1/16" =1'-0" A203 0 4 8 16 32 KEY NOTES 0 ELEVATOR ❑2 2 HOUR RATED EMERGENCY STAIRCASE E3 STOREFRONT WINDOWS Cl) 2 3 4 5 6 7 8 9 10 , 11 12 , 13 14 , 15 16 , 17 18 , 19 20 , 21 22 , 23 24 , 25 26 , 27 28 , 29 30 , J U °•T N N O- N � N (n 2. y N d TN.� U;.. a�a o'er N c N Qaci� UO N _° T .�Q y N ° O+ N QcT ° 0 �-o ` a�� '� c tT U ° E U ON � E A - - - - - - - - - - - - - - - - - - - - - - - - - - - E > U o 3 °o as c ° ° ° U � ° �•� ` � na of o c'- cc, Q U -2 - N N 149x149 149x15 149x149 C N c t t O L L L L L B - - L - - - - - - - - - - - - - - aJ_c m °o°m ,:, m� T a� E149149x16) 149x149 149x16) 149x149 >` ._ ° ° °°'�� °-a � 0 >'�14)x5U <<<-z ow l i- E149x15 5x5 149x15 149 149x5 .,169x169- - - 14� 149 1 40 -1 - - - - - - - - - - 1 67 0 U � �149x16) I 1149x5 149x16) I I149149x51 U � O 6> U o N c E _ _ ao�,.�aro - 9- 1 9x 9 15x1 4O -1 - �5xb49 x - - - - - - - - - W (a = 5�x5> 149x5> 5�x5> 149x5> 5x5 54x5 5x5ro T 14.9x15 I - - - - - - - - - - - - 2 x � � H I I "II "II II "II QA U E a) ca o F - - - - H - - - - - - - - - - - - - - 15x14) I 1149x5 149x7.5y 149x7.54 149x7.5y 149x7.54Q-X = 149x51 I 15x14) 149x51 I 149x15 111x111 149x149 � � .) O � � - - C O 149x25 111x:¢»11 149x25 111x:¢»11 149x25 111x:¢»11 149x25 111x:¢»11 149x25 111x:¢»11 G 149x7.55 149x7.5 149x7.55 149x7.5 o' 5x5 149x15 ILZ I 149x15 149x5 I 1149x149 14)x51 149x5 d55 149x5 , H - - - - - - - - - - 15x14) I 1149x5 15x14) 149x149 15x14) 149x149 15x14) 149x51 I 15x14) 149x51 I 149x15 15x51 I 15x14) 10x51 I 149x15 14.9x25 149x249 14.9x25 149x249 14.9x25 149x249 14.9x25 149x249 14.9x25 149x249 149x15 I I1 Q9x5 149x16) 149x1 149x16) 149x1 149x16) 1 Q9x5 I I 149x15 149x5 I I 151x149 14)x51 I 151x149 149x51 I 151x149 STORAGE,` 4,1,015 cy 15x14) I I 10x15 N - 14)x5 149x;5 14)x5 149x5 14)x5 1111x;4 1()x55 149x;5 14)x5 149x;5 14)x5 5x5 15x5 111x5 149x5 - 14 x§61 15:¢1 5+ ' - - - 1E9; 0 15x5 149x5 15x5 149x5 15x5 149x5 15x5 149x5 15x5 149x5 15x5 5rox5� `N 14.9x15 - - - - - - - - - - - W 14.9x15 111x151 14.9x15 q__X = 111x:¢»11 149x29 111x:¢»11- - 1 169 151 + ,,,,,,,,, IL- - - - - - - 1ex� 7 ;5x5 5x5 2x;5 5x5 ;5x5 5x5 2x;5 5x5 ;5x5 5x5 2x;5 5x5 ;5x5 5x5 2x;5 5x5 5x5 5x5 2x;5 45x5 >x5s ;�56 2x5 100.5 15x7.5> 100.5 14)x7.5 10x7.5 14)x7.5 10x7.5 14)x7.5 100.5 14)x7.5 100.5 _ 5x�.5� 5x5 149x15 15x15 149x15 15x15 149x15 15x5 I 145x5 15 2O 1 Q9 24) 15 2O 1 q9 25 15 2O 1 q9 25 15 2O 0 - -16)x5 - 149x5ro 16)x5 149x5ro - 11)x;:5 - 149x51 16)x 1a9x5ro 11)x5 149x5ro - 16)x5 5x,y - - - - - - - 14)x15 15x15 14)x15 15x15 14)x15 149x51 149x7.5> 14)x7.5> 149x7.5> 16)x7.5 149x7.5 16)x7.5 149x7.5 16)x7.5 149x7.5 16)x7.5 149x7.5 149x51 50.,>I �..�..� LL 0 3 149x,tiI - - - - �� - - - - - 1Ox15 119x15 1Ox15 15x154 1Ox15 15x154 1Ox15 15x,.ro I J _ 149x5.;5_ 149x5.a� 149x .;5 149x5.45 5xT5 I �49x5.a5 _ 149x5.;5 _ 149x5.45 14)x5.;5 _ 149x5.5_ 14Dx5.;� 149x .5 14)x5.;5 1�9x5.a5 �4Dx5.;5 _149x5.5 5x5.a� - - - - - - - - - � - - � � - - - - - - - 5x5 M � O M rn 149x5�I 14)x7.5> 149x7.5> 14)x7.5> 149x7.5 5x%,5>I 149x7.5 14)x7.5 149x7.5 16)x7.5 149x7.5 16)x7.5 149x7.5 16)x7.5 149x7.5 16)x7.5 149x7.5 5x7.5 I 3 z w i� _ PLAN NOTES J R `V 14)x5 149x5 14.9x5 149x5 14.9x5 54x5 5x5ro U J Q 149x;4 100.5 I � - U - - - - - - - - � d A. DO NOT SCALE DWGS WRITTEN DIMENSIONS GOVERN. ALL > _ N d d" .. ... d" d" d" SxnY d, d , \ >x,> 149x5 14)x5 149x5 14)x5 149x, 14)x5 149x, 14)x5 149x, 5 5 x,> x,a = Q S 15x7., 149x/.5 15x7., 19x7.5 15x7., _149x7., _ 15x7., _ _ _ _ _ _ _ PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. H U �' - 141x15 149x15 141x15 149x15' 141x15 149x7.5 9'-4° 8" IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY L.L I I I n 3 - - - - - - - - - - - - - - 5�x5> ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. r , Z Q 1-2 1/2 27-9 1/2 149x51 16)x7.5 149x7.5 16)x7.5 149x7.5 16)x7.5 149x7.5 10x7.5 `f J0 � Z:L _ _ _ _ _ _ _ _ _ 5x5 5x5 B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND �/1 I I a j T - - - - - - - - - - - - - - - SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR VJ LLI I i I i I i I i I i i I 555 555 JU 3 SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE Z O U 149x5 _ °... _ _ " _ _ REQUIRED. ALL SURFACES SHALL BE ALIGNED. Co 5x5 149x5 14)x5 149x5 14)x5 149x5 14)x5 149x5 14)x5 149x5 5x5y 5x5 _ _ _ L _ _ _ _ 14x1 _ C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO 5x5y 5x5 _I FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS REVISIONS MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL o ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. NO. DATE BY N D. DIMENSIONS MARKED t MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED 19'-0° 3 1'112° I VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE DIMENSION, THEN ARCHITECT. SECURE ARCHITECT'S APPROVAL. E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. A5 VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT 6 10-0 PRIOR TO PARTITION INSTALLATION. 6 ISSUE DATES 291'-31/2" F. REFER TO SHEET AO.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. DESIGN APPROVAL: G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, PERMIT SUBMITTAL: U.O.N. PERMIT RECEIVED: H. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE BID DOCS: SAME PLANE. � 1 2) 6) � 9 � 1 � 3 r2� 5 r2� 7 r28) CONSTR. DOCS: `� `� `� I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 24"x36"SCALE: AS NOTED J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, PLOT DATE: 2019-01-14 SQUARE AND TRUE. CAD FILE: 17-040-Floor.Plans K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. JOB NUMBER: 17-040 L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL CHECKED: BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE DRAWN: APPLICABLE BUILDING AND FIRE CODES. STATUS: PHASE/ISSUANCE M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. SECOND FLOOR PLAN N SECOND FLOOR PLAN N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. SCALE: 1/16" =1'-0" A201 0 4 8 16 32 KEY NOTES 0 ELEVATOR ❑2 2 HOUR RATED EMERGENCY STAIRCASE E3 STOREFRONT WINDOWS (- r r �9 r r� r r 11 r �7, r r9) r r21 r �� r �5 r �7 r r29) r 1 2 3 4 5 6 7 8 9 10 11 12 13 , 14 15 , 16 17 , 18 19 , , 20 ,21 , 22 ,23 , , 24 ,25 , , 26 ,27 , , 28 ,29 , , 30 J U °•T N N O- N � N ,,3.. c N O N�L}••C UO N _° T .�Q y N ° O+ N Q cT C ` 2 . ccio'� c a U ° E U ON C A - - - - - - - - - - - - - - - - - - - - - - - - - - - - E 3a �^ c ° 0, o v° ao- °>-o O o -0Uc ° �•� ` � na of o c c c_ N O ~ ° ° °� nz o >`o i Q U T _c N N >y•> ,N E ° 0_U t" 3 N O 5x1 15x15 5x1 -° y U C E C T t O E-0 N o m _ o r L L L L I —1 —1 —1 E E 0, O i C C C�, C, N N 3 C fA 115x5 119x119 1 Q x119 119x119 1 Q x119 119x119 1 Q x119 119x119 1 Q x119 � �a ° Q° o o a �'6 e r r °r o} o 0 LLL O ° — 'N O N U«_ N ° 3 3 U Q Q Q yam-+Z O N u 3 Q E O. 15x15 I 119x1 W LO 00 O E U r r r r r r r r r r ti O O O J 1Q9x5s 15x51 15x51 15x51 15x51 >x,y 15x1,> 1Q9x1,y 15x1,> 1Q9x1,y 15x1,> 1Q9x1,y 15x1,> 10X15 I� CO U D - -1 - 44)x4&-- - - - - - - - - - - - - - - - - - - - N N Orn 119x9 5x5y m - U n ��. 119x119 1 15x15 1Q9x159 15x15 1Q9x159 119x119 o E - — 5x51 I !,< - - - - - - - W (a 15x15 , 15x51 2 x � � � �a I 119x15 1 OX15 119x15 1 OX15 119x15 1 OX15 119x15 1 OX15 119x15 1 OX15 15x15a �I U � > E � o o cN Iwo I 115x� Iwo 1ox15 MAO 1ox15 15x51 15x51 � � � � OO E1 * 119x115 15x15 15x154 15x15 15x154 15x15 119x115 � I - G - - -1 - �"7* - mow,.rco _ - 1S x4 1pxl 469 -1. - - - - - - - - - - 51x51 119x5 15x5 119x5 119x5 x 5x5 5x5 5X5y a 119x119 I — — — — — — — — — — — — — — — — — — — — — — — U 15x5 H - 1x5 1 89x1 q9 1 I15x� 119xx1 15x49 I 1 Iwo 15x15 10059 15x15 10059 15x15 119x19 10059 119x15 10059 119x15 10059 119x15 10059 119x15 10059 119x15 119x15 119x15 119x15 119x15 119x15 119x15 119x15 5yx5y 119x119 I 115x5 15x51 119x5 1 15x5y 1 I 119x119 15x7.5 15x7.5 15x7.5 11� A0 19"x1 -1 - 49 - - - 19- x49 117x1 47 -117x - - �W9- - - - 40 -1 - . 5yx5 5yx5 �>x5 — — — �yx�a 1g9x1g9 — — — — — — — — 1 15x189 '117 v 43,765 SY" . 0 51x5a N 15x15 I 15x51 191x5 1 � 1 15x,1 15x15 1 OX15 15x15 1 OX15 15x15 119x15 1 OX15 119x15 1 OX15 119x15 1 OX15 119x15 1 OX15 119x15 1 OX15 191x154 119x15 15x15 191x154FE11119x15 15x15 191x154 2 15x11 1 191x5 1 1 OX159 119x51 5 - 9- 1 9x919 19 1 -1 - �"7* - mow..rcarco _ _ 11 x4 1Px1 4O -1. - - 9- 1� - 119x1 4O -1 - 1 r 5x54 5 � 1..� — — — — — — — — — — — ,1x.4 ,yx� I . A 5x5y 15x5 1 191x5 1 119x1'11 W 5x5y 10059 IOX15 10059 IOX15 119x1;9 10059 119x15 10059 119x15 10059 119x15 10059 119x15 10059 119x15 119x15 119x15 119x15 119x15 119x15 119x15 119x15 P - - - 1x5 _ - - - - - - - - - - - - - - - - - - - - - - - LL 0 119x 1 119x5 119x 1 1 L L I J Q 3 _5x5 Q - - - - 15x151 119x1 15xU51 11x15 11.1x151 15x151 11.1x151 15x151 11.1x151 15x11 11.1x51 1Q�x151 T1.Dx1;1 15x151 11.1x151 11.1x151 119x15y 11.1x15 119xU5y 11.Dx151 U19x15y 11.1x151 Co/ O M M \ 1x 1 � I 5 I 119x,11 3 z CIO � R - - - - - - - 15x,1 - - - - - - - - - - - 19x,1 - - - - - - - Lu PLAN NOTES 0 Q 1x51 � � J N U J Q I I 15x5c ;,. � I � U — — — — — — - - - - A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL 56 1Ox5 119x5 119x5 119x5 119x5 119x5 119x5 119x5 119x5 119x5 19x5 119x5 15x5 119x51 15x5 5X5 15x5 119x51 15x5 15x5 N = Q S _ _ 50.5I _ _ PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. H �' 119x15 119x15 119x15 15x9 8"` "9'-4" 8" IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY z Z Il n 3 1 15x7.5 1 159x7.5 1 15x7.5 1 159x7.5 1 15x7.5 1 159x7.5 1 5x7.5"1 1 1Q9x7.51 1 15x7.5 1 1Ox7.5 ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. r , O < > 1-2 /2 27'-9 1/2" 5x51 — — — — — — — — v 5>x51 B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND III U Q T - - - - - - - - - - - - - - - - - - - - - - 1x5 � - SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR �/, W �j Q SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE U H 2 5 51 3 REQUIRED. ALL SURFACES SHALL BE ALIGNED. W CoV J Z O U 15x,9 1 1NTL 100.5 1NTL 100.5 1NTL 100.5 1NTL 100.5 100,5 100.5 N 1005 191x15 1005 \ C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO 5x7.5 5 5 FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS REVISIONS yx,9 — — — MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL o ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. NO. DATE BY V MAT'L DESCRIPTION COLOR FINISH I.D. CMU-1 RCP BRICK & BLOCK CASTLE GRAY SPLIT FACE SPLIT FACE CMU BLOCK BLOCK CMU-2 RCP BRICK & BLOCK CHARCOAL SPLIT FACE SPLIT FACE CMU BLOCK BLOCK MTL-1 McELROY MEGA-RIB 24 GA. PANEL TINSMITH PREFINISHED MTL-2 METAL ACCENT HAMBURG GRAY PREANISHED a) c - FE '5�a)w) 0) Fz 0 C'o 0 c c �.c MTL-3 METAL CAP HAMBURG GRAY PREANISHED w E_>'o -c 0 u) o__c c c c c c MTL-4 JANUS METAL EXTERIOR ROLL-UP DOORS HAMBURG GRAY PREANISHED a) o-c c -o-o- 5 ul o w- -o E c-- -> - c oo— a�)' C3 o MTL-5 11" METAL PLASTER REVEAL TO MATCH ADJACENT WALL PREFINISHED E 3: 4)_c c COLOR 2 c cc cc,-c m c o - a) c c co a)�E U -c' E 0 Qx-u3: c cc MTL-6 METAL DECORATIVE LOUVER HAMBURG GRAY PREFINISHED 1E _j a) ')_j a) o -o c _c o) 2 c c-E o 0 w 2 c m MTL-7 PREFABRICATED METAL CANOPY HAMBURG GRAY PREFINISHED 8_c S 2-s c c c _c 0 1E 0 a) U <<<-Z -F) 2 NOTE: OMEGA 15 BIRCH 911TE STUCCO _0 PL-1 CEMENT PLASTER SYSTEM LO 00 c=> E u UTILITY, MECHANICAL AND ROOFTOP EQUIPMENT SHOULD BE SCREENED r- CD CD 0 _j r- FROM VIEW. BUILDING PARAPET WILL SCREEN EQUIPMENT ON ROOF. UNCERTAIN GRAY STUCCO Cli or) �2 co PL-2 CEMENTPLASTER SYSTEM 0 U) 'E LO Cal 68 G� KAWEENER 4. .0 SF-1 ALUMINUM STOREFRONT FRAMES CLEAR ANODIZED ALUMINUM <11 NO. 14 c: p ._1 L- TL-6 M L-1 L -2 L- TL-6 LI-2 PL-2 L-1 L- P L-2 M L-3 -1 M L-3 p L-1 -1 PL-2 < >' -D CY) LT-1 GOOSENECK LAMP DOWN LIGHTING HAMBURG GRAY SEE ELECTRICAL 0 QA u :2 > E :2 C D E F G H J K L M N 0 u v C=) 2 (S LT-2 SCONCE LIGHT HAMBURG GRAY SEE ELECTRICAL Lo C=) 0 +45'-0"A.F.F. LL 01 T.O. HIGH PARAPET u SHINGLES 0- RF-1 CANOPY ROOF SHINGLES ESTATE GRAY 0 +40'-4"A.F.F. 0 T.O. PARAPET +36'-0"A.F.F. *NOTE: LIGHTS SHALL BE SHIELDED TO PREVENT LIGHT SPILLAGE ONTO ADJACENT PROPERTIES. T.O. LOWEST PARAPET SEE WNDOW SCHEDULE ON SHEET A-7.10 +32'-0"A.F.F. ................... .................. T.O. ROOF EICAYA S�LF STOIrGE ................. .................. .... ... .1 ---1 r -1 r r r EXTERIOR FINISH SCHEDULE .......... .............. . ......... ............. .............. SCALE: NONE Jh +21'-4"A.F.F. '4V LEVEL 3 SLAB ON DECK r---i r- I r---i r 11...........4 4 4 Lu Jh +10'-0"A.F.F. Ei� .............. — _' — __ — — 1� LEVEL 2 SLAB ON DECK R ........... A mil 11 ....................................... ................................... ............. ....................................... ............................................ ........................................... I ....................................... ..................... A ....................................... ............ .... ... ............................................ ....................................... .... ............................ ............................. ... ........................................... ..................... .................. ........... ...................... ............. ....................................... ......... ....................... .......................... ................................ ....... ......................................... ................. ....................................... .................... I�A ....................................... :1 .................................... ... ........................... .................. ..................................... ............... ..................... ........................................ ............................ .......................................... .................................. ............... ........... ............................ ............................................ ............ ............................................ .................. .................... ........ .......... ................. ............. mmt i � I FINISH GRADE +o,-o,, 2 WEST ELEVATION 11-011 Co SCALE: 3/32" - Co z LOU (D LD < < 5; < U) Z z p -2 M L- S -1 L- L -1 M L-3 -1 L -2 M L-6 L -1 -6 p -1 -6 L- M L-6 L -1 R -1 -2 -1 R -1 L -1 L- P -1 0 <k < < 23 24 25 26 Lu I-_ 1: ui z 0 0 +45'-0"A.F.F. 19 1 2 3 T.O. HIGH PARAPET N 0. DATE B Y +40'-4"A.F.F. T.O. PARAPET +36'-0"A.F.F. T.O. LOWEST PARAPET +32'-0"A.F.F. u u 3 T.O. ROOF .......... ............... 4 I -__', F, __' r-- :............: I : :............. ............... .......... I.............................. ............... .............. .. ... ................ ............... ................ 5 .................... .............. ............... A ............. ...... ESCAY� SELF S 6 .............. .......... ESCAY� SELF ST�R�GE OR G E .............. .............. .............. ................. A +21'-4"A.F.F. ISSUE DATES um 1111 mmmwwwffmommmRRwNmm w ommummumm zm 111111111111111111111 ED LEVEL 3 SLAB ON DECK ................... :::::::: /\ : !::........... .................... ................... ............... ................ DESIGN APPROVAL: A PERMIT SUBMITTAL: ====4 --A I : 1 1:214 -4..........22........... E1.1................ PERMIT RECEIVED: +10'-0"A.F.F. ............... ......................... ............ .......... .............. .............. ................................ BID DOCS: LEVEL 2 SLAB ON DECK �� I �� L 1111 11 a CONSTR. DOCS: ....................................... .... ........................... ------------------------------ ---------------- ...................... ..................... ....................... .............. ......... ................. ....................................... ....................................... ....... ........... ................ ............... ............... ............................. ............... .............. ................................. ............................ ........... ..................................... ..... ............................ .................................... "Ir 1"' ............... ........ 24"x36"SCALE: AS NOTED .... ...... PLOT DATE: 2019-01-14 ................... ................... FINISH GRADE .................. .................. ......................... ...... ED................. +o,-o,, CAD FILE: 17-040-Elevations JOB NUMBER: 17-040 ED(E) (ED Q�D) Q�D) (Eo ED Q�D) (��D (Eo OEO TL-2 (Eo (Eo (Eo OEO OEO (Eo (Eo OEO OEO (Eo (Eo (E) (ED ED CHECKED: DRAWN: 3 SOUTH ELEVATION STATUS: PHASE/ISSUANCE SCALE: 3/32" - V-0" ELEVATIONS A301 NOTE: CONTRACTED LANDSCAPER TO RECYCLE GREEN WASTE ol 24'-0" SOLID FILLED, SPLIT FACE 8" HHS 5X5XI" GATE POST OR BE DIVERTED FOR REUSE AT THE LANDFILL. e CMU REINFORCED PER CONCRETE APRON STRUCTURAL. COORDINATE ENGINEERED TO WITHSTAND FINAL COLORS TO MATCH WEIGHT OF MULTIPLE WEEKLY BUILDING TRIPS BY POTENTIALLY 17'-0" 3/8' 5. FULL LOADED TRASH METAL GATES TRUCKS (3) EQUALLY SPACED HEAVY 6" PROVIDE STEEL 2.,e- e- DUTY HINGES BOLTED TO CMU 4 CUBIC YARD SLEEVES TO RECEIVE AND GATE. (RECYCLE) 16'-0" CANE BOLTS lo SOLID ROOF COVER g.- 4"X4" GATE FOSTS Fz 0 -0 0 a) c' c -0 ou 4 CUBIC YARD BIN a) S c� cl= a-a)-o o-, a) E >' ak —cl a) 0) �_2 _0 '_ (> c 00 F 0 VF c 8 LOCK WA� (TRASH) 0 0 c < a) cl c CN c' C, E c C=) 7 ic 2" X 1/8" MTL c--0 c VERTICALLY APPLIED STEEL DECKING SUPPORT cn xxvx'X C, -0 0 c, E % 'CUROCO' PATTERN 113 18 GA. STRAP. :E 1E --a— c c c 0. -6 4-8 M 0 g loo �6 1 l'-4' COLOR : TO MATCH PRIMARY OF C, C, I A � e I a) — _--.0 -E UILDING (CHARCOAL) -o mn u >,a� . w CN lo B :�: � E 'i� -cl d 1/4" 8 — � 8 � a-"-6— a> f ft-- C, u 0 Fz u GATE POST EMBEDDED INTO E Qo a) M M t' c -M CONCRETE FOOTING u u 2 c c c -Z 0) � 0-0-u cl 0- < 2 x 2 x 3/16 FRAME �51 cl S 2 16 -6- cl cl 0 cl CAP ALL ENDS. 0 u s- 1E a) v� ---- ----------- -------------- VERTICALLY APPLIED STEEL C14 I I I i I I I DECKING "CUROCO" PATTERN Lo ...... ...... Li Li LO 00 C:> E u #13 18 GA. COLOR : TO r- CD CD 0 __j NOTE GATE IS ALL WELDED a j MATCH PRIMARY OF BUILDING r-,-, �2 0 - L CONSTRUCTION - GRIND ALL L-----i (CHARCOAL). loo CONCRETE FOOTING _7L CANE BOLTS BURRS SMOOTH PRIOR TO 'o C/) 'E — I �lk PRIME AND PAINT. !E 0 ot-- !z! 2 .0 6" CURB WHEEL STOPS c MAT'L DESCRIPTION COLOR FINISH cy) a) 1.D. TRASH ENCLOSURE PLAN TRASH ENCLOSURE ELEVATION TRASH ENCLOSURE GATE DOOR > E :2 RCP BRICK & BLOCK CASTLE GRAY SPLIT FACE P4 1 2 3 CMU-1 SPLIT FACE CMU BLOCK BLOCK CD SCALE: 1/4" l'-O" SCALE: 1/4" l'-O" SCALE: 3" l'-O" Lo Iml 1� 0 RCP BRICK & BLOCK CHARCOAL SPLIT FACE LL CMU-2 0) SPLIT FACE CMU BLOCK BLOCK 0 NOTE: MTL-1 McELROY MEGA-RIB 24 GA. PANEL TINSMITH PREFINISHED UTILITY, MECHANICAL AND ROOFTOP EQUIPMENT SHOULD BE SCREENED FROM VIEW. BUILDING PARAPET WILL SCREEN EQUIPMENT ON ROOF. MTL-2 METAL ACCENT HAMBURG GRAY PREFINISHED p -2 R -1 -1 R L- p -1 L- L- PL-2 R -1 p .-i MTL-3 METAL CAP HAMBURG GRAY PREANISHED v R M L ry F E D MTL-4 JANUS METAL EXTERIOR ROLL-UP DOORS HAMBURG GRAY PREANISHED /ik +45'-0"A.F.F. 7 TO MATCH ADJACENT WALL PREANISHED MTL-5 I" METAL PLASTER REVEAL 1V T.O. —HIGH—PA—RAPET COLOR Jh+40'-4"A.F.F. KNOX BOX ON SERES '4V T.O. PARAPET MTL-6 METAL DECORATIVE LOUVER u u u ol Jh+32'-0"A.F.F. IF- MTL-7 PREFABRICATED METAL CANOPY HAMBURGGRAY PREFINISHED '4V T.O. ROOF .............. ............................ Lim —Im Lim PL-1 CEMENT PLASTER SYSTEM OMEGA 15 BIRCH WHITE STUCCO El..............................fl............... ............... ............. ............... ..............I...........I...............11 r mil ul UNCERTAIN GRAY STUCCO 11 1 1 1 -2 ............... ..............I ESCAYA SEL� s'roRAGE PL CEMENT PLASTER SYSTEM -4"A.F.F. ................ ...... .. ........ . Jh+21' '4V LEVEL 3 SLAB ON DECK !111! 11 11 11 11 li 11 11 Ri 11 11 KAWEENER r-- 'i ---i r---i ----i 1p� fp mjw�"I HA FN mlyll 11 SF-1 ALUMINUM STOREFRONT FRAMES CLEAR ANODIZED ALUMINUM mil x : : : _ : NO. 14 LL ............... . ............. ........ ............. ................ ::.222 KNOX BOX 3270 SERES 11222222" in -1 GOOSENECK LAMP DOWN LIGHTING SEE ELECTRICAL LT HAMBURGGRAY +10'-0"A.F.F. ............ ............... . ............ LEVEL 2 SLAB ON DECK ............ CEUGHT AY SEE ELECTRICAL co LT-2 SCON HAMBURG GR LIJ (D ................. ............................... ........................... ............... < EF, ........... ................ ..... ...../.." ................ RF-1 CANOPY ROOF SHINGLES ESTATE GRAY SHINGLES < FlI ISH GRADE +0 < *NOTE: LIGHTS SHALL BE SHIELDED TO PREVENT LIGHT SPILLAGE ONTO ADJACENT PROPERTIES. LL U�-) c) i-- Z z Z? SEE WINDOW SCHEDULE ON SHEET A-7.10 0 < > Mu- Mu- (zD ED C�D (zD Lu < &EAST ELEVATION 5 EXTERIOR FINISH SCHEDULE Lu W z ou SCALE: 1/8" l'-O" SCALE: NONE &" REVISIONS M L-2 p -1 M L- p -2 M L-2 -1 L- L- -2 N 0. DATE B Y 29 1 A� Z� /ik +45'-0"A.F.F. 3 A T.O. HIGH PARAPET +40'-4"A.F.F. 5 A T.O. PARAPET u u u u u A6 ol ISSUE DATES +32'-0"A.F.F. DESIGN APPROVAL: T.O. ROOF PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: +2l'-4"A.F.F. CONSTR. DOCS: LEVEL 3 SLAB ON DECK M M 24"x36"SCALE: AS NOTED PLOT DATE: 2019-01-14 +10'-0"A.F.F. CAD FILE: 17-040-Elevations LEVEL 2 SLAB ON DECK r.1.7 [Lir"', L.11 [Lir"'. .7 .7 ..l. JOB NUMBER: 17-040 ........... ..................... .................................. CHECKED: DRAWN: .......... ........... ............................................ ............................................ ............................................ ............................................ ...... ............................. .......... .......................................... ........................................... ............................................ ................. ................. . ..... . ..... ..................... ................. 2 K== li. ..... ......... .................. ................... ..... ..... ......................................... ............. re . ............... STATUS: PHASE/I FINISH GRADE IL 14V+o,-o,, (2b ELEVATIONS 6 NORTH ELEVATION A302 SCALE: 1/8" - l'-O" Trash & Vehicle Gate L A N A P E I T E P L A N Recycle Enclosure Ornamental shrubs to conceal swing gate operaters. The landscape maintenance Automatic gates shall be contractor will be responsible to provided with both an infared remove all green waste from detection system and IN the site & dispose emergency override key. of it at a green waste recycling _77 Provisions shall be taken to Iry center. operate the gate upon the loss iq� of power. F J, All Retaining Wall 25 Height 0 'oo", 00I If 011I M ze - ------/ F 00 A0 ell '(P 00" 00 del, 0 011 O� 0/ 0 ................... ..........._........................ ............. 0 00F Ile" 0101 '00' 010/01, 000 0 00 00001 01 0,r .............................. oelo 'or 00", ............-111111111111- 011 RV Parking .............. F A ................. 010 /011, ........... V .......... 111111,,, Perimeter Fence 6' High ........ Self Storage ............ Concrete Entry Pad .......... Banding .............. Slope Improvements Accessible Per Approved Otay P=353.6 Parking Ramp .2=2=2=2M FF=354.3 Ranch Village 3 Slope & SELF-STORAGE BUILDING Erosion Control P=353.0 FF=35,3.7 ",'I MITI 21� Vehicle Gate Ornamental shrubs to conceal swing gate operaters. Automatic gates shall be provided with both an infared ...... detection system and emergency override key. Provisions shall be taken to operate the gate upon the loss of power. .... ......... ............. Planting Area P=353.0 �IIII%a mtsi mw FF=353.7 ADDITIONAL PROJECT NOTES : OVERALL SITE AREA (ACRES): 3.139 ACRES .......... ————————————— TOTAL LANDSCAPE AREA (ACRES): 0.513 ACRES . ......... "j- ....... ------ PARKING LANDSCAPE AREA (SQ. FT.): 1161.6SQ. FT. ...........................1111`�11111111 ....... ................ ....... --------------- ............................................._,_................—........... Self Storage owner to be responsible for maintenance ................................... .............................................—......... S F -............ "NIN of the property. .....................................................-11111111 .............. F ......................................................... 111`,/,�........ -...... All proposed sidewalks, walkways, pedestrian ramps, N F and disabled parking shall be designed to meet City of Chula Vista Design Standards, ADA Standards, and Title 24 standards, as applicable. 2:1 T_ ... ........ T r Parkway Improvements Per Approved Otay 17P Ranch Village 3 .............. .. ...... f"Y' C, Heritage Road 0 I I 147 ........... . ....... ", �:� ...............1), .......... E RIT E _R' ��A D-`!7�'_ 0' 10' 20' 40' Ll S C S ReC' The I� n t ra ct 01 rem ov of i t a t a U 1AY KANCH VILLAUE 3 - U1 I Y (.I CHULA VI T January 11 , 2019 L A N D S C A P E P L A N T L E E N D & N 0 T E S PROPOSED PLANTING MASTER IMPROVEMENTS ( FOR REFERENCE) PLANTING LEGEND PLANTING LEGEND Frqject Entry Tre-C 5 Heritage Road Trees Perimeter Slopes Trees 5ymbol Botanical Name, CommonName Heiqht x Width x H eiq ht x Width WUCOL5 da55ification Symbol Botanical Name Common Name Symbol Botanical Name Common Name Water Use Comments Caliper (@ m5tall) (mature) (V L, L, M, H) Schimus molle- California Pepper Tree CP Cercis occidentalis Western Redbud L Standard 0 Pyrus calleryana 'Aristocrat' Aristocrat Flowerin,� Pear 9' x 3' x 1 -114" 3G' x I G' L 0 U(Q�A 9 0 Quercus a,�rifolia Coast Live- Oak VL Standard Farkin�j Lot Tre-C 5 Shrubs Rhus lancea African Sumac L Standard 5ymbol Botanical Name, CommonName Heiqht x Width x H eiq ht x Width WUCOL5 da55ification Symbol Botanical Name Common Name Caliper (@ m5tall) (mature,) (V L, L, M, H) Aa A,�ave_ attenuata Century Plant _9hrub5 A Aloe- vera Medicinal Aloe- Arbutus 'Marina' Marina Strawberry Tree 9' x 3' x 1 -114" 35' x3O' L C Chondropetalum tectorum Dwarf Cape Rush Symbol Botanical Name Common Name Water Use Comments 0 D Dasylirion lon,�issima Mexican Grass Tree A A,�ave_ attenuata Century Plant L I Diane-Ila c. 'Cassa Blue' Cassa Blue Diane-Ila Aloe- vera Barbados aloe- L Farkin6j Lot Tre-C 5 La Lantana s. White' Whitin,� Trailin,� Lantana Bou,�ainvillea 'La Jolla' Red Bou,�ainvillea L Lm Lantana montevidensis Trailin,� Lantana Ceanothus �Ioriosus 'Point Reyes' Point Reyes Creeper L 5ymbol Botanical Name, CommonName Heiqht x Width x H eiq ht x Width WUCOL5 da55ification Lo Lantana x 'Spreadin,� Oran,�e' Oran,�e_ Trailin,� Lantana eanothus 'Joyce- Coulter' Joyce Coulte-r Ceanothus L Caliper (@ m5tall) (mature,) (V L, L, M, H) Ly Lantana x 'Spreadin,� Yellow' Yellow Trailin,� Lantana E Echium fastuosum Pride of Madeira L Arbutus 'Marina' Marina Strawberry Tree 9' x 3' x 1 -114" 35' x3O' L L Limonium perezii Sea Lavender Hesperaloe- parvifolia Red Yucca VL M Muhlenlber,�ia c. Re,�al Mist' Pink Muhly H Heteromeles arlbutifolia Toyon VL 0 P Phormium t. 'Wildwood' Purple New Zealand Flax FWAVA/0 Limonium perezii Sea Lavender L L Lotus scoparius Deerweed VL 0 �,%o Salvia Autumn Sa,�e_ L Duilchn�j Accent Tre-C 5 Groundcovers .0 -0 n 5ymbol Botanical Name, CommonName Heiqht x Width x H eiq ht x Width WUCOL5 da55ification Symbol Botanical Name- Common Name- Groundcovp_r5 Caliper (@ m5tall) (mature) (V L, L, M, H) Carex pansa California Meadow Sed,�e_ Brachychiton populneus Bottle Tree 9' x 3' x 1 -114" 35' x3O' L Symbol Botanical Name Common Name Water Use Comments IIADIi Cotoneaster dammeri 'Lowfast' Bearlberry Cotoneaster L I<L) La,�erstroemia indica x faurie-i 'Natchez' Natchez Crape- Myrtle 9' x 4' x 1 -114" 20' x 20' M Myoporum parvifolium 'Putah Creek' Prostrate Myoporum L Ferimp-ter Accent Tre-C 5 5ymbol Botanical Name, CommonName Heiqht x Width x H eiq ht x Width WUCOL5 da55ification Caliper (@ m5tall) (mature) (V L, L, M, H) <\oelreuteria bipinnata Chinese- Flame Tree 9' x 4' x 1 -114" 30' x 25' L Ferimp-ter -9cre-en Tre-C 5 5ymbol Botanical Name, CommonName Heiqht x Width x H eiq ht x Width WUCOL5 da55ification Caliper (@ m5tall) (mature) (V L, L, M, H) Lophostemon confertus Brisbane Box 9' x 4' x 1 -114" 35' x 30' L Landscape Design Objectives Irrigation & Water Conservation Notes 1. All new landscaping will be in accordance with the following I Prior to the approval of the building permit, a landscape documents: City of Chula Vista's guidelines: documentation package shall be submitted to the City of Chula _9hrub5 * Ornamental Gr355P-5 a The approved Otay Ranch -Village 3 Landscape Master Plan Vista that demonstrates that the landscape associated with this a The City of Chula Vista Landscape Water Conservation Ordinance application complies with the City of Chula Vista landscape 5ymbol Botanical Name, CommonName Heiqht x Width H eiq ht x Width WUCOL5 da55ification a The City of Chula Vista Grading Ordinance Water Ordinance, Chapter 20.12 of the Municipal Code. The title (@m5tall) (mature) (VL, L, M, H) a Otay Ranch Village 3 North and A Portion of 4 Approved SPA Plan sheet of the drawings shall contain a signed statement from the A,�ave_ 'Blue_ Flame' Blue Flame A,�ave_ 18" x 14" 30" x 24" L 2. The design theme, "Agrarian", is established in the architectural landscape architect as follows: Bou,�ainvillea 'La Jolla' Bou,�ainvillea 1 2" x 18" 48" x spreadin,� L elevations and features. These architectural elements shall be I am familiar with and agree to comply with the requirements considered and enhanced with plantings of this design character, for the landscape plans as in Chapter 20.12 of the Municipal Callistemon citrinus 'Little- John' Little John Bottlelbrush 1 2" x 1 2" 3G" x 3G" L which may include: Code. I have prepared this plan in compliance with those Cal`155a MaCrOCarra 'Boxwood Beauty' Boxwood Beauty Natal Plum 1 2" x 1 2" 24" x 24" L a Selecting trees that will provide filtered shade while maintaining regulations. I certify that the plan implements the regulations Carex pansa California Meadow Sed,�e_ Gil x Gil 1 2" x 24" L a semitransparent view of the architectural features. to provide efficient landscape water use. • Creating a series of horizontal planes through the use of canopy 2. Irrigation for the site shall utilize water smart systems such as low Diane-Ila caerulea 'Cassa Blue' Cassa Blue Flax Lily 10" x 10" 18" x 18" M trees, shrub forms and accent colors to reflect the architectural flow spray heads and sub-grade drip irrigation, in compliance with Diane-Ila tasmanica 'Silver Streak' Silver Streak Flax I Gil x 1 2" 24" x 24" M forms. the City of Chula Vista Landscape Water Ordinance, Chapter • The use of vertical elements, such as narrow trees, decorative 20.12 of the Municipal Code. Dietes 'Lemon Drop' Lemon Drop Fortni,�Iht Lily 1 2" x I Gil 3G" x 30" L fencing and light features, to contrast the long architectural Encelia californica Bush Sunflower 24x 24" 48" x 48" L planes, while maintaining the project's geometry. 3. The irrigation system shall also utilize water saving devices Erio,�onum fasciculatum California Buckwheat 1 2" x (511 24" x 3G" VL 3. All plant material selected for use will be of a type known to be including flow-sensing, rain-sensing devices and automatic control successful in the area or in similar climatic and soil conditions. systems that either interface with CIMIS data or on-site weather Euonymus japonicus 'Green Spire' Green Spire Euonymus 18" x 1 2" 72" x 24" M sensors. Hesperaloe- parviflora Red Yucca 24x 24" GO' x 72' VL 4. The plant palette listed provides a list of plant material to select from 4. A 3" layer of organic mulch will be used where possible to reduce (511 (511 when designing the landscape for this project. However, substitutions moisture loss. Lantana montevidensis Purple Trailin,� Lantana x 24" x 90 L may be required due to availability; soils test results or other Li,�ustrum japonicum Texanum' Wax Leaf Privet (511 x (511 24" x 90 M influences. Lithodora diffusa 'Grace- Ward' Grace Ward Lithodora (511 x (511 1 2" x 3 Gil L 5. A soil test by a qualified agronomist shall further influence plant Muhlenlber,�ia c. Re,�al Mist' Pink Muhly (511 x (511 3G" x 3G" L materials and installation techniques. All soils will be fertilized, amended, and tilled to conform to recommendations made by a soil Phormium tenax New Zealand Flax 24x 24" 72' x 42' L testing laboratory and/or landscape architect in order to promote Salvia leucantha Mexican Bush Sa,�e_ 1 2" x 1 2" 3G" x 3G" M healthy and vigorous plant growth. Scaevola allbida 'Mauve- Clusters' Fan Flower (511 x (511 1 2" x GO' M 6. Color from plant foliage, bark or flowers will be utilized to create a Strelitzia re,�inae_ Bird-of-Paradise- 24" x 24" 42" x GO" M friendly, warm and visually exciting landscape environment. Thematic color schemes will be utilized in developing project identity. Groundcovp_r5 5ymbol Botanical Name, CommonName 5pecification WUCOL5 da55ification (V L, L, M, H) Carissa macrocarpa 'Green Carpet' Green Carpet Natal Plum Well rooted L Rosmarinus off. 'Hunin,�ton Carpet' Hunin,�ton Blue Rosemary Well rooted L Senecio mandraliscae- <\1einia Well rooted L J0LJWML, IIIIIIIIIIIIIN"M S Log F L2 9 UIAY HANCH VILLAUE 3 - C11Y U � CHULA Vl ,� IA January 11 , 201 quim A N D S C A P E F E N E A N D W A L L P L A N 0 6" 0 0 .......... 4" TYP. 0 0 c PARKING AREA NOTES: PARKING AREA (SQ. FT.): 3388 SQ. FT. . ................................................... ......... A TREE CANOPY COVERING 602 SQ. FT. PARKING AREA (SQ. FT.): N 0 0 �H L. ................ El 61111-117,11 1 Li Lj % OF TREE CANOPY 17.7% LtIIL717,7777:77 I:r-- COVERAGE: ELEVATION SECTION FA—] 1"X 2"TUBULAR STEEL TOP & FC—] 5/8" SQ. TUBULAR STEEL F5] CONCRETE FOOTING TYP. BOTTOM RAILS(WELD TO POST) PICKETS @ 4" O.C. PUNCH F-E] FINISH GRADE F-B] 2" SQ.TUBULAR STEEL POST INTO RAILS &WELD 0 1 ALL CONNECTIONS PERIMETER FENCE N.T.S. M, ............ N' N)"�""j D 4" TYP. C E 3" ------------ 0 0 0 ............. Nk, co . ........................... ................ 26-0" ELEVATION FA-] IRON OUTER FRAME FC-] TUBULAR STEEL POST 0 0 F-B] 5/8"TUBULAR STEEL PICKETS (9 4"O.C. SPACING.WELD PICKETS FD-] GATE HINGES (GATE HARDWARE PER GATE TUBULAR STEEL FENCE (SEE DETAIL E,SHEET LC-2) 0 TO TOP AND BOTTOM RAILS. CENTER PICKETS ON FRAME CONTRACTOR) "FOR GATE COLOR REFER TO FINISH SCHEDULE 0 0 NOTES: AN APPROVED MEANS OF EMERGENCY OPERATIONS SHALL BE KNOX KEY SWITCH AND/OR AN APPROVED THE GATE CONTRACTOR TO SUBMIT, PROCESS & PERMIT A COMPLETE SET OF SHOP DRAWINGS OF THE FINAL GATE OPTICON DEVICE,AS APPROVED BY THE CITY OF CHULA VISTA FIRE DEPARTMENT, PER 2013 FIRE CODE 503.6 DESIGN, INCLUDING TUBULAR STEEL SIZES,ATTACHMENT TECHNIQUES & HARDWARE,TO CITY OF CHULA VISTA FIRE -7 7- DEPARTMENT, PER 2013 FIRE CODE 503.6 7' -7F EXIT GATES SHALL INCLUDE A SENSOR LOOP,ACTIVATED BY A PRESSURE SWITCH LOCATED IN THE STREET, PER 2013 71"r- --71----------------..................... 7 FIRE CODE 503.6 GATE CONTRACTOR TO PROVIDE ALL ELECTRONIC EQUIPMENT REQ'D BY THE CITY AND THE LOCAL FIRE ......... "'( 4-" DEPARTMENT VEHICULAR GATES N.T.S. PARKING AREA SHADE TREE COVERAGE U I AY KANCH VILLA (3L 3 - Ul I Y U � HULA VIS January 11 , 2019 fjif, "R18-0018 DESIGN REVIEW PLAN FOR.Iff GENERAL NOTES 1. GROSS SITE AREA: 3. 139 ACRES 2� TOTAL NUMBER OF EXISTING LOTS: I (LOT 817 PER MAP NO. 16160) 3. ASSESSOR'S PARCEL NUMBER: 644-061-04 EAST H ST. 4. EXIS TI%PROPOSED GENERAL PLAN DESIG I GDprTION: e 1-3AII DUSTRIAL (PER OTAY RANCH S 5. EX �ST%PROPOSED ZONING: UK low AL 0 -mm- Ar Ar 3A I DUSTRIAL (PER OTAY RANCH GDP) 11L Aw ML Aw 6. EXISTING LAND USE: VACANT Otay Ranch B CANYON 1� -�o r PROPOSED LAND USE. INDUSTRIAL 1p 0 TA RA N L;T7 VIL Au" 3 80 RD. OLYMPI OTAY 12 CITY OF C"HULA VISTA, CALIFORNIA GENERA-L- -D-ESIG-N- NOTES 1. WATER SERVICE PROVIDED BY OTAY WATER DISTRICT. ONSITE WATER SYSTEM SHALL BE PRIVATELY MAINTAINED. N OTAY VILLAGE 3 NORTH BOUNDARY 2. SANITARY SEWER TO BE PROVIDED AND CONNECTED TO CITY OF CHULA VISTA -<:�70TAY VALLE.Y oO SEWERS. SEWER LATERALS ARE 6" MINIMUM P.V.C. UNLESS SHOWN OTHERWISE. ,I//V 7777*7 ,,, ONSITE SEWER SYSTEM SHALL BE PRIVATELY MAINTAINED. 3. SLOPE PLANTING SHALL BE IN ACCORDANCE WITH THE CITY OF CHULA VISTA j, TAY RIV 77,7777- E LANDSCAPE MANUAL, ANDIOR THE OTAY RANCH VILLAGE DESIGN PLAN. 7 4. GRADING SHALL BE CONSTRUCTED IN ACCORDANCE WITH TITLE 15 OF THE CITY ........... PALM A Nam i OF CHULA VISTA MUNICIPAL CODE. /v 5. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE OA WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DIEGO AREA REGIONAL STANDARD DRAWINGS AND THE DESIGN AND MT-70tay Ranch Bdy SAN CONSTRUCTION STANDARDS OF THE CITY OF CHULA VISTA. Z 6. GRADING SHOWN HEREON IS PRELIMINARY AND SUBJECT TO MODIFICATION IN FINAL DESIGN SUBJECT TO SUBSTANTIAL CONFORMANCE APPROVAL BY THE CITY k OF CHULA VISTA DEVELOPMENT SERVICES DEPARTMENT. 7. STORM DRAIN AND SEWER SHOWN HEREON IS PRELIMINARY AND SUBJECT TO VI(CINITY MAP MODIFICATION IN FINAL DESIGN. NOT TO SCALE 8. TEMPORARY AND PERMANENT STRUCTURAL BEST MANAGEMENT PRACTICES WILL BE INCORPORATED IN THE DESIGN AND IMPLEMENTATION OF THE DEVELOPMENT. 9. GEOTECHNICAL REPORT PREPARED BY: GEOCON, INC. DATED APRIL 21, 2016. 10. REFER TO THE "PDP SWQMP FOR OTAY RANCH VILLAGE 3" DATED JUNE 1 2016 PREPARED BY HUNSAKER & ASSOCIATES FOR COMPLIANCE WITH TH� ......... REGIONAL WATER QUALITY CONTROL BOARD JURISDICTIONAL PERMIT. 11, THE CONSTRUCTION SHALL COMPLY WITH OTAY RANCH VILLAGE 3 SWPPP WDID# 9 373C375006. '&k PROJECT SITE LOT 817 LEU'O%END CHEVRON PROJECT BOUNDARY STATION Y RIGHT OF WAYIPROPERTY LINE .......... iiLOT 818 EASEMENT -a 7 ICE NEIGHBORHOOD p-I P=460�7 PAD ELEVATION FF=461.37 FINISH FLOOR ELEVATION 'j J05,25 HARDSCAPE FINISH SURFACE ELEVATION FS DRAINAGE SWALE STEM WALL LO CA TluA%V MAP .. .. ...... P- EXISTING CONTOUR NOT TO SCALE Tz -100- PROPOSED CONTOUR T_T 7 SLOPE 2:1 OR FLATTER ------- ----------------------- (SIDE YARD <4' EQUALS 1.5:1) ----------- 7% GRADE 'HERITAGE ROAD ? PROPOSED RETAINING WALL ------------ .......... ------------------ ur \\1-02-5 TW RETAINING WALL TOP OF WALLIFOOTING ELEVATION 100.0 FG ADA PATH OF TRAVEL 0 0 0 0 EXISTING WATER LINE ASSESSORS PAK(Au. I&VUM1035ER —S— EXISTING SEWER LINE APN 644-061-04 KEY MA P 9 EXISTING WATER LATERAL SITE ADDRESS SCALE 1" 50' MH pIA4-0 EXISTING SEWER LATERAL lbdt�FE) EXISTING SEWER MANHOLE HERITAGE ROAD & AVENIDA ESCAYA XA EXISTING FIRE HYDRANT ASSEMBLY -r- EXISTING STREET LIGHT ,LEGAL DESCRIP I ION PUBLIC UTILITIES -T EXISTING STORM DRAIN LOT 817 OF CHULA VISTA TRACT NO. 16-02, OTAY RANCH VILLAGE 3 NORTH, IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, SEWER C17Y OF CHULA VISTA El PROPOSED CURB INLET STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 16160 WATER OTAY MUNICIPAL WATER DISTRICT FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER STORM DRAIN CITY OF CHULA VISTA 00* DIRECTION OF TRAVEL WAY DECEMBER 21, 2016. TELEPHONE SBC OR OTHER GAS AND ELECTRIC SDG&E CABLE T.V. COX CABLE, ULTRONICS v`WNERUSUBDIVIDER BENCHMARK POLICE AND FIRE CITY OF CHULA VISTA NO. REVISiONS DATE BY TRASH COLLECTION C/TY OF CHULA VISTA HOMEFED VILLAGE /// MASTER L.L.C. PREPARED B Y.- BRASS DISK MARKED "SD CITY ENGR." IN 314- IRON PIPE 1.5 MILES 1903 WRIGHT PLACE , SUITE 200 1 1 st SUBMITTAL 9112118 H&A CARLSBAD, CA. 92008 EAST OF INTERSECTION OF MAIN STREET & HERITAGE ROAD ON (760)918-8200 - 2 2nd SUBMITTAL 11130118 H&A ROCK MOUNTAIN 100' EASTERLY OF PROMINENT 10' HIGH BOULDER S(OUR(C"E ,0 F TO P LOGO%RA P%H'T' & 1700' SOUTHERLY OF WATER STORAGE FACILITY. ----------- HUNSAKER 3 3rd SUBMITTAL 01115119 H&A (PT # 1359 PER R.O.S. 14841 ) ELEVATION 628.319' (NAVD '88) VILLAGE 3 ROUGH GRADING PLANS CHULA VISTA DRAWING NUMBER 16026 & ASSOCIATES 4 VC, 5 SAN DIEGO, INC T/TLE 6 EARTHWORKIGRAD"ING"' (4`UAI`vTlTlE!3 O% V% 0 j ------------l-------------- ------------ VVEN q4S)0PA LCE SUMMA RY PLANNING 9707 Waples ST, 7 CUT: APPROX. 4,021 C.Y. ENGINEERING San Diego, Ca 92121 8 FILL: APPROX. 4,021 C.Y. 0.513 AC OF LANDSCAPING (16.3% OF LOT) SURVEYING PH(858)558-4500- FX(858)558-1414 IMPORTIEXPORT: 0 C.Y. 9 10 GRADING QUANTITIES SHOWN ARE RAW QUANTITIES ONLY AND DO NOT INCLUDE THE EFFECT OF REMEDIAL GRADING SHOWN IN THE PARKINU SUMMARY PRELIMINARY SOILS REPORT. TYPE OF PARKING STALL Q Ty.11 DESIGN REVIEW PLAN FOR.- SHEET SHEETINDEX ,0 do% A VA O%ELF STLORA Gul` STANDARD PARKING 19 5, ES%.o)4 1 1-1 lzi SHEET 1 - TITLE SHEET C 47945 b z 1117 ON ADA PARKING 2 rn uj m SHEET 2 - EXISTING ST. SECTIONS & DETAILS RV PARKING 27 cr_ Exp. 12/31/1 ALISA S. VIALPAN 0 R.C.E. 4 7945 DA TE UTAYRAIVUH VILLAG'C j OF SHEET 3 - PROJECT DESIGN MY REGISTRATION EXPIRES ON 12131119 LOADING AREA PARKING 6 Clvi\, CITY OF CHULA VISTA, CALIFORNIA SHEET 4 - TURNING MOVEMENTS op cw�o 4 ES CA YA El CHA E Ri\1327\&Ptn\DRB\Setf Storage\V-3 SeW Storage DRB Sht 0Ldwg[1Jan-15-2019:13A6 i&A -7/2 0111 9 DR18-0018 N'LY & S'LY & W-LY RIW 124'1128'* E-LY RIW 14' GENERAL UTILITY 20' GENERAL UTILITY f-r-2k & ACCESS EASEMENT. & ACCESS EASEMENT. 14' 62'164'* MEDIAN 62'164'* 20 1 3'1 4' 5' 12' 42'144'* 16' 42'144'* 12' 10, 5' 1 3'1 8' 12' 11'/12'* 11'/12'* 8' J- 8' 11'112'* _ _11'112'* 12' 8' BIKE TRAVEL TRAVEL TRAVEL TRAVEL TRAVEL TRAVEL BIKE EMER. LANE LANE LANE LANE LANE EMER. 16.75' 6.75' Xx/ 6" CURB & —2.5' FIRE HYDRANT PER W.A.S. WF-04 6" CURB (TYP.) GUTTER 2% . 27. 27. (TYP-) ........... 5' WIDE CONC 10' WIDE CONCRETE REGIONAL TRAIL7 PATHWAY FROM MAIN ST. TO PASEO CULTURA BROW DITCH PER PLAN. AND D.G. NORTH OF PASE0 CULTURA FOR UPSLOPE ONLY TO BOUNDARY. BROW DITCH PER PLAN. HERITAGE ROAD FOR UPSLOPE ONLY NOT TO SCALE 4'X4' MIN. LANDING 2.0% MAX IN ALL DIRECTION ACCESSIBLE PARKING SIGN EXISTING STREET SECTION TRUNCATED DOMES 77 PER C.V. DWG. NO. 14032 ACCESSIBLE PARKING SIGN c� CURB 833% 8.3 3 50.' X -VAX- L 15' 30' 15' WHEEL STOP PER (CBC 1109A.8.2) -- ------- ACCESS AISLE OUTLINED IN 0" CURB CONTRASTING COLOR (CBC 1109A.8.5) 450 DIAGONAL STRIPES 36" 7 6" CURB 6" CURB O.C. IN CONTRASTING COLOR & GUTTER (TyP-) (CBC 1109A.8.5) (TYP-) 2% STALL & ACCESS AISLE TO - SLOPE NO MORE THAN 2.07. IN NO ANY DIRECTION (CBC 1109A.8.3) PARKING INTERNATIONAL SYMBOL OF PRIVATE DRIVE 'A' 91 5'(CAR) 91 ACCESSIBILITY (CBC 1109A.8.8.2) 8'(VAN) - NOT TO SCALE (PARKING SPACE DIMENSIONS 12" HIGH LETTERING IN PER CBC 1109A.8.5 & PER DWG. NO. 16055 REFLECTIVE WHITE PAINT 1 109A8.6) (CBC 1109A.8.5) BLDG TYPICAL ADA STALL PARKING ACCESS DETAIL NOT TO SCALE 37' 26' VARIES--` RV PARKING 6" CURB 3' RIBBON (TYP-) GUTTER 27. 2% ACCESS ROAD (SECTION 'A-?n NOT TO SCALE BLDG 26' VARIES--` 6" CURB & GUTTER (TYP-) -2% ACCESS ROAD (SECTION 'B-pa NOT TO SCALE 30' 13' 17' 6" CURB & GUTTER (Typ.) 2% 2Z- ACCESS ROAD (SECTION 'C-M PREPARED BY.- SHEET NOT TO SCALE DESIGN REVIEW PLAN FOR: HUNSAKER ESCAYA SELF STORAGE 2 & ASSOCIATES '3' 04 SAN DIEGO, INC OF C 0 TAY RANCH VILLAGE 3 CITY OF CHULA VISTA, CALIFORNIA a) PLANNING 9707 Waples Street 04 ENGINEERING San Diego, Ca.92121 4 :4k C5 SURVEYING PH(858)558-4500 FX(858)558-1414 RA1327\&P�n\DRB\Se(f Storage\V-3 Se�F Storage DRB Sht 02.clwg[]Jan-15-2019:13:39 DR18-0018 -�/ ------- \� ---------------------------------------- --b - t��L - - -- - ----------- ,-,-----1 '-,""I'll", ,11............... ,11............... ,11............... ,11............... ,11............... ,11............... ,11............... ,11............... ,11............... ,11............... ,11............... ,11............... --,""I'll "I'll "I'll" ,,"111111111111 ,,""1111111111 --,""I, --'I'll, ' 'I 'll "I............... 11 11/1 ""111111111111 I //111111111111111 //-1111111111- //............. ................. .................. ................. 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DESIGN REVIEW PLAN FOR: -',""I'll"....�................/,�/,......................... �', % --"'I'll"... / C.O. ! �� / � EX. 2� / % ............... -......111111111111--, 111/1,111,1111,.............. --'I'll,...11............ I /I I "I'll All ..... 24 � --,""I'll,.................----'-'- 111111111111-1......7� , % / 01 1111111-1- , ",/ i:i , R.K � "t-11111111111111......... -',""I'll" --""I'll".... 18-,,-*� 1 --,""I'll"...... -11,11,111,111,......... ........... "I'll", --"'I'll".......... %11 ", � I --'I'll,.......I......... ......... -----,-' SD I I " , -,""I'll, ! I � I �1111' � ".,;SER,V. SD ' 11 .............. --,----l-........ I'll,-11 I'll I'll I'll- 1�1111111111 --"'I'll"............... /1", � --"'I'll" ................. i , / i I "J"",..... ---I'll".... 1-11-11,11,1111,............. 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INSIDE SWEPT PATH do - -- ------------- -------------- ------------- ------------- 6.3 ft H il 29.5 ft STEERING LOCK .......................................................... 20.8 ft (ANGLE 45.0 deg. ---------------------------------------------------------------------------- 14.8 ft 29.5 .... ..... .......... ............... 9.8 ft ............... ........... ... .............. ... ......"--, ........ .......... ........../""","","",",,,,,,,,""","",",,,,,,,,,,,,,,,,,,,,, CCV Ladder Truck Custom ........... ..........111111111111"�" ft] (c) 2016 Transoft Solutions, Inc. All rights reserved. .................. ..... .......... .. ...... ...... ... ....................... ........ ............. ...... . .............. ......... ......... .................. .......... ............................. ........ ..................j . ... .......R ............... 1,,D,I"I I ............... LOT 817 .......................... 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HERITAGE ROAD PER DWG. 14032 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ............... ..............."I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II............... ........... ... ........ 7' ..............77�'- 4 ..................... ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ............... ............... ...................... .................... ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ............... ............... ............... PREPARED BY.- DESIGN REVIEW PLAN FOR: SHFET HUNSAKER SELF STORAGE 4 & ASSOCIATES '3' 04 SAN DIEGO, INC OF C 0 TAY RANCH VILLAGE 3 0 I 10 CITY OF CHULA VISTA, CALIFORNIA CD PLANNING 9707 Waples Street n 04 ENGINEERING San Diego, Ca.92121 4 :4k C5 SURVEYING PH(858)558-4500 FX(858)558-1414 R:\1327\&Pln\DRB\Self Storage\V-3 Self Storage DRB Sht 04.dwg[]Jan-15-2019:13:39