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Home My WebLink About02 - 2290 Bristol Street Plans - PA2014-111 PA2014- 111 Attachment No . ZA 4 - Project Plans REVISIONS DATE/DELTA REMARKS BRISTOL AND CYPRESS REMODEL 2290 BRISTOL STREET CIO NEWPORT BEACH , CA Cl) Q Lu z/ W 0d 0 �. o um RUSS WOWNER.• via 2025 W BALBOA BLVD 0 v NEWPORT BEACH CA ® o = TEL. (949) 673-3777 Q Cn C w SCOPE OF WORK CODE SUMMARY CONTACTS SHEET INDEX GENERAL NOTES ® N O J_ CODE REFERENCESGENERAL NOTES. SYSTEM AND FIRE ALARM SYSTEM INCLUDING STROBES AND HORNS AS REQUIRED BY PROIECT DESCRIPTION : CODE AND THE LOCAL GOVERNING AGENCY. THIS IS TO INCLUDE ALL WORK NECESSARY TO APPLICABLE CODES INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: OWNER: RUSS FLUTER ARCHITECTURAL LANDSCAPE 1. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - A201 2007 EDITION MEET ALL APPLICABLE CODES AND ORDINANCES. ALL SPRINKLER HEADS TO BE IN DEAD THIS IS A SHELL AND CORE BUILDING PERMIT ONLY FOR NEW SINGLE STORY RETAIL 2025 W BALBOA BLVD A-0.0 TITLE SHEET LT-1 TITLE SHEET OF THE AMERICAN INSTITUTE OF ARCHITECTS ARE HEREBY MADE A PART OF THESE CENTER OF CEILING TILES AND/OR CREATE A SYMMETRICAL PATTERN IN GYP. BD. SHOP BUILDING. THIS IS AN ADDITION AND REMODEL OF AN EXISTING BUILDING. A BUILDING: 2013 C.B.C. (WHICH ADOPTS THE 2012 IBC WITH 2013 CALIFORNIA AMENDMENTS) NEWPORT BEACH, CA 92663 A-0.1 SITE PLAN LI-1 IRRIGATION PLAN CONTRACT DOCUMENTS TO THE SAME EXTENT AS IF BOUND HEREIN. SEPARATE TENANT IMPROVEMENT REVIEW / PERMIT WILL BE REQUIRED PRIOR TO PLUMBING: 2013 C.P.C. WHICH ADOPTS THE 2012 UPC WITH 2013 CALIFORNIA AMENDMENTS T. (949) 673-3777 CEILINGS. ANY WORK TO THE FIRE LIFE SAFETY SYSTEM SHALL BE SUBMITTED TO THE ( ) OCCUPANCY. MECHANICAL: 2013 C.M.C. (WHICH ADOPTS THE 2012 UMC WITH 2013 CALIFORNIA AMENDMENTS) F. (949) 673-3451 A- .o A-1.0 DEMO PLAN LI-3 DRIP DETAILS SITE DETAILS LI-2 IRRIGATION LEGEND, NOTED & DETAILS 2 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2013 C.B.C. AND ALL OTHER CITY FOR A SEPARATE PERMIT. ELECTRICAL: 2013 C.E.C. (WHICH ADOPTS THE 2011 NEC) GOVERNING AUTHORITIES HAVING JURISDICTION. 25. PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION AND DEMOLITION ACTIVITIES AS DEFERRED SUBMITTALS ' A-1.1 FLOOR PLAN LP-1 TREE, VINE & GROUNDCOVER PLAN FIRE: 2013 C.F.C. (WHICH ADOPTS THE 2012 IFC WITH 2013 CALIFORNIA AMENDMENTS) REQUIRED BY SECTION 3306, 2010 CBC. ENERGY: 2008 EDITION OF THE CA ENERGY CODE A-1.2 BASEMENT PLAN LP-2 PLANTING LEGEND, NOTES & DETAILS 3. ALL WORK SHALL CONFORM TO THE CABG/ANSI A117-1992 STANDARD, AND SHALL BE - SIGNAGE TITLE 24: CALIFORNIA TITLE 24 DISABLED ACCESS REQUIREMENTS ARCHITECT: BICKEL UNDERWOOD CORP. A-1.3 ROOF PLAN LS-1 SPECIFICATIONS ACCESSIBLE TO, AND USABLE BY, THE PHYSICALLY HANDICAPPED AS REQUIRED BY ALL 26. EXIT HARDWARE SHALL COMPLY WITH C.B.C. CHAPTER 10 ON EXITING. 3600 BIRCH ST. APPLICABLE CODES AND CALIFORNIA TITLE 24, INCLUDING ANY SPECIAL LOCAL LOCAL MUNICIPAL CODE SUITE 120 A-1.4 REFLECTED CEILING PLAN LS-2 SPECIFICATIONS ORDINANCES. 27. THE REQUIREMENTS OF UFC ART. 87 SHALL BE FOLLOWED DURING CONSTRUCTION. NEWPORT BEACH, CALIFORNIA 92660 A-2.0 EXISTING ELEVATIONS LS-3 SPECIFICATIONS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE TEL. (949) 757-0411 FAX (949) 757-0511 A-2.1 EXTERIOR ELEVATIONS 4. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE 28. ADDITIONAL EXIT SIGNS MAY BE REQUIRED AT THE REQUEST OF THE BUILDING INSPECTOR ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO BUILDING DATA CONTACT: KATE CURTIN A-2.2 EXTERIOR ELEVATIONS WITH THE MANUFACTURER'S SPECIFICATIONS. OR FIRE DEPARTMENT FIELD INSPECTOR. GENERAL CONTRACTOR TO PROVIDE UNIT COST AT THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL OCCUPANCY TYPE: M & A-2 A-3.0 BUILDING SECTIONS COMMENCEMENT OF PROJECT. DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL A-4.o WALL SECTIONS 5. CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS AND FIELD CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS CONSTRUCTION TYPE: TYPE VB - NON SPRINKLERED STRUCTURAL STB STRUCTURAL ENGINEERS CONDITIONS TO CONFIRM THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING 29. HAZARDOUS MATERIALS STORED AND/OR USED ON SITE WILL NOT EXCEED QUANTITIES 21084 BAKE PARKWAY, SUITE 100 A-4.1 WALL SECTIONS WITH CONSTRUCTION. IF COORDINATION QUESTIONS OCCUR, THE CONTRACTOR IS LISTED IN CBC SECTION 307.1 1 & 2 T SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN ( )• Z O O APPROVED BY THE BUILDING OFFICIAL. BUILDING AREA: SUITE A- A-2 OCCUPANCY: 1,732 SF ENGINEER: LAKE FOREST, CA 92630 A-4.2 WALL SECTIONS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT AND/OR TENANT W O N O r SUITE B- M OCCUPANCY: 1,551 SF (949) 599-0320 FAX (949) 599-0325 A-5.0 EXTERIOR DETAILS CONSTRUCTION COORDINATOR BEFORE PROCEEDING WITH THE WORK IN QUESTION OR 30. ALL FINISHES SHALL COMPLY WITH TABLE 803.5 OF CBC. T (.0 LO O SUITE C- M OCCUPANCY: 1.732 SF RELATED WORK. Z) O TOTAL: 5,015 SF ***NO CONSTRUCTION FOR DEFERRED SUBMITTAL ITEMS SHALL COMMENCE CONTACT: DOUG THOMPSON A-6.0 DOOR SCHEDULE AND DETAILS Q W N U UNTIL ITEM IS APPROVED AND PERMITTED BY THE BUILDING DEPARTMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS. O C O � OCCUPANT LOAD: GROUP M: 3,283 SF/ 30 = 110 OCCUPANTS ELECTRICAL TKiSC STRUCTURAL U7)17911 VON KARMAN AVENUE 7. CONTRACTOR SHALL SUBMIT CONFIRMATION OF DELIVERY DATES FOR ORDERED MATERIALS 01 Q �O - Q GROUP A-2: 1.732 SF/ 100 = 17 OCCUPANTS ENGINEER: SUITE 250 S-1 FOUNDATION PLAN AND EQUIPMENT, AND SHALL NOTIFY THE ARCHITECT OF ANY LONG LEAD TIMES FOR Ir fA DESIGN BUILD TOTALS: 127 OCCUPANTS U L IRVINE, CA 92614 S-2 ROOF FRAMING PLAN ORDERED ITEMS. 0 _ � EGRESS REQUIREMENTS: 127 OCCUPANTS X 0.2 = 25.4" REQUIRED (949) 751-5827 S-3 SECTIONS U U ^ 0) � 288" PROVIDED FAX (949) 517-8102 SD-1 GENERAL NOTES 8. CONTRACTOR SHALL SUBMIT FIVE REPRODUCIBLE SETS OF SHOP DRAWINGS OR W = \ CONTACT: STEVE HAYMAN SD-2 GENERAL NOTES AND TYPICAL DETAILS MANUFACTURERS DATA SHEETS OF THE FOLLOWING ITEMS: W W U W ALLOWABLE AREA CALCULATIONS DOORS/WINDOWS O U FOR DESIGN-BUIL) PORTIONS OF WORK REFER TO GENERAL NOTE 24SD-3 DETAILS DOOR HARDWARE W Q MIXED OCCUPANCY BUILDING CALCULATED AS NON-SEPARATED OCCUPANCIES PER CBC 508.3.2.2 MECHANICAL / BUILDING MECHANICAL SYSTEMS SD-4 DETAILS NON-STNADARD AIR DIFFUSERS (SUCH AS LINEAR TYPE) J W -k USING MOST RESTRICTIVE OCCUPANCY A-2 REQUIREMENTS: 410 GODDARD PLUMBING IRVINE, CALIFORNIA 92618 SD-5 DETAILS PLUMBING FIXTURES _ m U BASIC ALLOWABLE AREA FOR GROUP A-2, TYPE VB CONSTRUCTION (PER TABLE 503)= 6,000 SF ENGINEER: (949) 453-1999 FAX (949) 453-1929 SD-6 DETAILS LIGHTING FIXTURES W W T C) 2 O •� SITE INFORMATION ACTUAL BUILDING AREA= 5,015 SF CONTACT: IMAN TOHIDIAN SPRINKLALL IER DRAWINGSH S U I r .Q ELECTRICAL Y Z W IA MILL WORK AND CASE WORK _ ` Z) m O � Eo.1 SYMBOL LIST CEILING SYSTEMS U CONTRACTOR: T.B.D. E1.1 SITE UTILITY PLAN SOUND ATTENUATION MATERIALS U -1 EL 6 ASSESSORS PARCEL NO. : PLUMBING FIXTURE CALCULATIONS E1.2 PHOTOMETRIC PLAN rr W O d' 9. SHOP DRAWINGS SHOULD INCLUDE DETAILED FABRICATION AND ERECTION DRAWINGS, - Y O O PLUMBING FIXTURES TO BE PROVIDED UNDER SEPARATE TENANT IMPROVEMENT REVIEW. E2.1 LIGHTING AND POWER PLAN SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS AND MATERIAL SCHEDULES, LOCATION AND U O W 439-342-14 E2.2 ROOF ELECTRICAL PLAN ORIENTATION OF ALL ITEMS SHALL BE CLEARLY INDICATED. BEGIN FABRICATION ONLY m Q m LY) Z W 1S E3.1 SINGLE LINE DIAGRAM AFTER ARCHITECT AND/OR TENANT CONSTRUCTION COORDINATOR HAS REVIEWED THE SHOP E3.2 PANEL SCHEDULE DRAWINGS AND MARKED THEM "NO EXCEPTION TAKEN" . THE ABOVE LIST DOES NOT LIMIT E3.3 LIGHTING CONTROL PANEL ADDITIONAL SUBMITTALS THAT MAY BE REQUIRED BY THE ARCHITECT, TENANT, OWNER OR THEIR CONSULTANTS. REVIEW BY THE ARCHITECT DOES NOT RELIEVE THE CONTRACTOR E4.1 FIXTURE AND LAMP SCHEDULE FROM RESPONSIBILITY FOR ERRORS WHICH MAY EXIST IN THE SUBMITTED DATA. Q E4.2 TITLE 24 �4\ E5.1 MISCELLANEOUS DETAILS 10. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE IN WRITING. D E6.1 ELECTRICAL SPECIFICATION ACCEPTANCE OF A SUBSTITUTION WILL BE AT THE DISCRETION OF THE ARCHITECT AND BUILDING MANAGEMENT WITH RECOMMENDATIONS FROM THE TENANT'S CONSTRUCTION E6.2 ELECTRICAL SPECIFICATION COORDINATOR AND OTHER DESIGN CONSULTANTS TO THE JOB. ANY PROPOSED d a� SUBSTITUTION SHOULD PROVIDE BETTER SERVICE TO THE FACILITIES, A MORE PARIGNG : MECHANICAL ADVANTAGEOUS DELIVERY DATE OR A LOWER PRICE TO THE OWNER, WITH OUT SACRIFICING �ODoaD© M-0 MECHANICAL NOTES, DETAILS, LEGEND, AND SCHEDULES QUALITY, APPEARANCE OR FUNCTION. IN NO CASE SHALL THE ARCHITECT BE REQUIRED TOTAL SPACES PROVIDED: 52 STALLS PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY 49 STANDARD STALLS M-1 MECHANICAL PLAN QUALITY TO THE PRODUCT SPECIFIED. 3 ACCESSIBLE STALLS M-2 MECHANICAL ENERGY FORMS 0 COMPACT STALLS M-3 MECHANICAL ENERGY FORMS 11. ALL WORK NOTED "N.I.C." OR NOT IN CONTRACT IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE A PART OF THE STANDARD STALL SIZE: 8'-6" x 17'-0" CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER PLUMBING CONTRACTORS AS REQUIRED. P-1 PLUMBING SCHEDULES, LEGEND. NOTES, AND FLOOR PLAN 12. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. P-2 PLUMBING SPECIFICATIONS 13. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH OF �o�NES. By�Cy /lF SURFACES IN THE SAME PLANE. . E SkFf�r VICINITY MAP ABBREVIATIONS 14. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME C-2095 REPRESENTATIVE OF SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. * 06-15 DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE. WE �Q 15. COLUMN CENTER LINES ARE SHOWN FOR REFERENCE ONLY TO ESTABLISH POINT OF I 9TF OF Cpl\E��a 4' DIAMETER E. EAST GL. GLASS MISC. MISCELLANEOUS REO'D. REQUIRED T.P. TOP OF PARAPET REFERENCE FOR DIMENSIONING. REFER TO SHELL BUILDING DRAWINGS OR FIELD VERIFY S.F. SQUARE FOOT/FEET C. CAMBER EA. EACH GND. GROUND M.O. MASONRY OPENING RESIL. RESILIENT T.S. TOP OF SHEATHING EXACT COLUMN LOCATIONS. 0 AT CATV. CABLE TELEVISION E.C. EVAPORATIVE COOLER GR. GRADE MTD. MOUNTED RM. ROOM T.O.W. TOP OF WALL �. CENTERLINE C.B. CATCH BASIN E.J. EXPANSION JOINT GYP. GYPSUM MTT. MAIN TELEPHONE TERMINAL R.H.B. RECESSED HOSE BIBB TYP. TYPICAL 16. ALL VERTICAL DIMENSIONS ARE TO SLAB, UNLESS NOTED A.F.F. ABOVE FINISH FLOOR). POUND OR NUMBER CEM. CEMENT ELEC. ELECTRICAL MUL. MULLION R.O. ROUGH OPENING ( ) Tj # The pls,idem,aragm ade and dop mdmted m rep mial by M (E) EXISTING CER. CERAMIC EL. ELEVATION H.B. HOSE BIB R.O.W. RIGHT OF WAY U.B.C. UNIFORM BUILDING CODE �=mW by and m the ,L MR UNDERM,aW C.H.B. CONCEALED HOSE BIBB E.P. ELECTRICAL PANEL H.C. HOLLOW CORE N. NORTH R.S. RE-SAWN U.O.N. UNLESS OTHERWISE NOTED 17. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. THERE IS NO IMPLIED DIRECTION FOR eae aecmd and drdwW W*fm me a.and m cmmcdm ft this A.B. ANCHOR BOLT C.I. CAST IRON EQ. EQUAL HDR. HEADER N.I.C. NOT IN CONTRACT ONE DRAWING TO GOVERN OVER ANOTHER. IF ANY DISCREPANCIES IN DIMENSIONS ARE epeft pm*.and dd not be med,in wWe o m pant,for anry pzpm° C/J. CEILING JOIST EQUIP. EQUIPMENT HDW. HARDWARE NO. NUMBER S. SOUTH V.B. VINYL BASE for Wd VM a rmt w**mmMed Ydlmot^dle"paeume"bmm • ABV. ABOVE FOUND, NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. UNDEM'OOD©2014 P A/C. AIR CONDITIONING C.J. CONTROL JOIST E.W. EACH WAY HT. HEIGHT NOM. NOMINAL S.A.N. SCALE AS NOTED VERT. VERTICAL J� A.C. ASPHALTIC CONCRETE CLG. CEILING EXIS. EXISTING H.M. HOLLOW METAL N.T.S. NOT TO SCALE S.A.T. SUSPENDED ACOUSTICAL TILE V.C.T. VINYL COMPOSITION TILE A.D. AREA DRAIN CLR. CLEAR EXT. EXTERIOR HOR. HORIZONTAL S.C. SOLID CORE V.T.R. VENT THROUGH ROOF 18. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE EXISTING BUILDING A/V. AUDIO/VISUAL C.M.U. CONCRETE MASONRY UNIT H.P. HIGH POINT O.A. OVERALL SCHED. SCHEDULE STANDARDS. SEE NOTE 8 FOR SUBSTITUTIONS SHEET TITLE: ACOUS. ACOUSTICAL C/O CLEANOUT FDN. FOUNDATION HTG. HEATING O.C. ON CENTER SECT. SECTION W WEST n AFF. ABOVE FINISH FLOOR C.O. CONDUIT ONLY F.D. FLOOR DRAIN HDWD. HARDWOOD O.D. OUTSIDE DIAMETER SHT. SHEET W/ WITH 19. CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS REQUIRED TO p ALUM. APPROXIMATE ALUMINUM COL. COLUMN F.F. FINISH FLOOR HVAC. HEATING, VENTILATION AND OFD. OVERFLOW DRAIN SHTG. SHEATHING W.C. WATER CLOSET / -e CONC. CONCRETE FIN. FINISH AIR CONDITIONING OPG. OPENING SIM. SIMILAR WD. WOOD REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES. ARCH. = AP . � ARCHH. ARCHITECTURAL CONN. CONNECTION FIXT. FIXTURE I.D. INSIDE DIAMETER OPP. OPPOSITE S/I.S. SUPPLY/INSTALLATION W.H. WATER HEATER TITLE SHEET' Gig' 69 m A.S.R. AUTOMATIC SPRINKLER CONSTR. CONSTRUCTION FLR. FLOOR I.E. INVERT ELEVATION SPEC. SCHEDULE W/O. WITHOUT 20. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER r CONT. CONTINUOUS F.L. FLOW LINE IN. INCH PART'N. PARTITION SQ. SPECIFICATION W.P.J. WEAKENED PLANE JOINT SYSTEM COMPLETION OF CONSTRUCTION. CLEANING SHALL INCLUDE THE INTERIOR OF THE g' �l A.S. ABOVE SHEATHING CONTR. CONTRACTOR FLUOR. FLUORESCENT INSUL. INSULATION P.L. PROPERTY LINE SSS. SQUARE W.R. WATER RESISTANT A � CTSK COUNTERSUNK F.H. FIRE HYDRANT INT. INTERIOR PLAS. PLASTER SS. SERVICE SINK W.W.F. WELDED WIRE FABRIC BUILDING, PATH OF TRAVEL TO THE JOB SITE, PARKING LOT, STAIRS, LOBBIES, CORRIDOR dr y� BD. BOARD C.Y. CUBIC YARD F.O.F. FACE OF FINISH PLBG. PLUMBING STD. STAINLESS STEEL AND CARPET. B.F. BOTTOM FRAMING F.O.M. FACE OF MASONRY JT. JOINT PLYWD. PLYWOOD STL. STANDARD oQ BLDG. BUILDING DBL. DOUBLE F.O.S. FACE OF SHEATHING P.O.C. POINT OF CONNECTION STOR. STEEL 21. CONTRACTOR SHALL REFINISH ANY DAMAGED DOOR OR REPLACE THE DOOR IF UNABLE TO BLK. BLOCK DEPT. DEPARTMENT F/S. FLOOR SINK K.D. KNOCK DOWN POLP. POLYPROPYLENE STRUCT. STORAGE PROPERLY REFINISH. �Oky BLKG. BLOCKING DET. DETAIL F.S.R. FIRE SPRINKLER RISER PR. PAIR S.O.V. STRUCTURAL D/F. DOUGLAS FIR FT. FOOT/FEET LAM. LAMINATED P.T. PRESSURE TREATED SYM. SHUT OFF VALVE 9i�r OFA BM. BEAM D.F. DRINKING FOUNTAIN FTG. FOOTING LAV. LAVATORY SYMMETRICAL 22. CONTRACTOR TO FLOAT AND SAND SMOOTH BASE OF ALL WALLS BEFORE PLACEMENT OF SUB DATE 06/13/14 �l yV NORTH B.N. BOUNDARY NAILING BOT. BOTTOM DIA. DIAMETER FURR. FURRING LT. LIGHT Q.T. QUARRY TILE VINYL BASE. @r A BTWN. BETWEEN DIM. DIMENSION FUT. FUTURE T. TREAD BID DATE ryq QO DN. DOWN MAX. MAXIMUM R. RISER T.B. TOP OF BEAM 23. THE CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS OF ALL WORK PERFORMED AND DR. DOOR GA. GAUGE M.B. MACHINE BOLT RAD. RADIUS TEL. TELEPHONE DS. DOWN SPOUT GALV. GALVANIZED MECH. MECHANICAL R.D. ROOF DRAIN T&G. TONGUE AND GROOVE SHALL INDICATE ANY DEVIATIONS FROM THE DESIGN DOCUMENTS AS WELL AS THE DATE: DWG. DRAWING G.C. GENERAL CONTRACTOR MET. METAL RDWD. REDWOOD THK. THICK LOCATION OF ALL WORK WHICH IS HIDDEN BY SUBSEQUENT CONSTRUCTION. THE RECORD DRAWN BY: LR G.I. GALVANIZED IRON MFR. MANUFACTURER REF. REFERENCE T.O.C. TOP OF CURB DOCUMENTS SHALL BE GIVEN TO THE OWNER AT COMPLETION OF TENANT CONSTRUCTION JOB NO: 12830 not t0 SCBI® G.L.B. GLU-LAM BEAM M.H. MANHOLE REFR. REFRIGERATOR PRIOR TO APPLICATION FOR FINAL PAYMENT. CHECKED BY: JSB MIN. MINIMUM REINF. REINFORCED 24. AS A "DESIGN-BUILD" PORTION OF THE CONTRACT, THE CONTRACTOR IS TO ADAPT THE SHEET NUMBER: FIRE LIFE SAFETY SYSTEM TO THE NEW BUILDING LAYOUT, INCLUDING FIRE SPRINKLER =090 27 PA2014- 111 Attachment No . ZA 4 - Project Plans REVISIONS DEMO DYED NOTES DATE/DELTA REMARKS BRISTOL STREET D1 NOT USED — _ a _ e _ e _ e _ _ _ e _ e _ e _ _ _ e _ — 9 TABLES TO BE REMOVED 9 NOT USED 13 13 D4 PLANTER TO BE REMOVED A-0.2 I—7 7 I DS LANDSCAPE TO REMAIN �� D6 EXISTING BUILDING TO BE EXPANDED ° D7 EXISTING GUARDRAIL TO BE REMOVED.EXISTING STAIRWELL TO BE INFILLED I ° I TRASH ENCLOSURE TO REMAIN 14 - . W . . . - I ° I 1 D9 EXISTING GAS MANIFOLD TO REMAIN 175-1 71P. 4 i66 3 ® I �7 KEYED (VOTES 10 9 6 , �1 EXISTING TRASH ENCLOSURE TO REMAIN Typ, 2 5 I NEW ACCESSIBLE RAMP PER DETA L/A-02 T1P. ACCESSIBLE PARKING STALLS PER DETAIL 1/A-02 _ ____ r Y°r__ _ I I ❑3 MAINTAIN MAX.2%CROSS SLOPE IN ALL DIRECTIONS IN PARKING STALLS AND LOADING AREA ® ET CIO NEW PARKING LOT STRIPING PER DE 12 A-02 NEW 6"CONCRETE CURB PER DETAIL 11/A-0.2 WI PROPOSED BUILDING I © TRUNCATED DOMES PER DETAIL&A-0.2 W 5,015 SF " ❑� CONCRETE WHEELSTOPATALLACCESSIBLE STALLS PER DETAIL 6/A-0.2 W LL ,� � ,° - ❑8 PAINT FIRE LANES RED PER LOCAL FIRE DEPARTMENT REQUIREMENTS 4 4 FOG SEAL ASPHALT LOT v, r NEW PARKING LOT LIGHT;RE:ELEC. W um V) OTE:..E„ '^ T11 GAS METER;RE:PLUMBING W J W I 12 EXISTING SEWER CLEANOUT;RE:PLUMBING Q 13 EXISTING FIRE HYDRANT TO REMAIN 15 12 V /1 11 14 EXISTING STREET SIGN ® J T EXISTING WATER METER;RE:PLUMBING y O , I ..: � F 16 EXISTING ELECTRICAL PANEL;SEE ELEC. '^ 11 2 Lu 12 SYMBOLR I SLEGEND J NE O M PROP4 ADA PATH OF TRAVEL: MAXIMUM 21/6 CROSS SLOPE AND MAXIMUM 5%SLOPE IN THE DIRECTION OF TRAVEL NO ® W ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. N ^O^ 16 ` 1 � W - W • W - WWW • ° LANDSCAPE AREA TO REMAIN U.N.O. li ❑ W „ ., DESIGNATED ACCESSIBLE PARKING STALL PER DETAL13ONA-02 -O SITE LIGHT POLE;PER ELECTRICAL uJ AREA OUTSIDE SCOPE OF WORK ° EXISTING AREA OF INTEGRAL BLACK CONCRETE PAMNG SUMMARY SEE TITLE SHEETT1.0 PROPOSED SITE PLAN L SCALE: 1°=20'-O' �.5. 0- wzooT � � N (pT- Z) T (0oo W U ~ LO IrU) U BRISTOL STREET o _ = 0) � w wpwU , Q) Ds e J 0MwI— . . 0 m U w Lu Y = zfrIr ; � U Z) mol� Ot W . W . • . • . W — � v o w Nt. . . TF � mQmcozL W " D4 D6 � \ EXISTINGLu I� BUILDING 74 ' D3 21904 SF U) �NSFD ARCy/i �W o 00 ;G ES S. B/01� Fc LL �. - -.7— _ — � �� f V *771u �.. . sf9T of, WEZ, E L F CAU D9 D7 a &=kqa me oaW d w ma * pm= a.BICID':L UtUIE doDD,ma °a°aeufed mW mby fa mre on,mid m cauactim.Th No DB 0 BM UNDIRW00D©8114 SHEET TITLE: SITE PLANS SUB DATE 06/13/14 BID DATE DATE: DRAWN BY: LR 1 EXISTING SITE PLAN JOB 12830 p� CHECKED D BY: JSB SCALE: 1"=2O'—O° Tf. SHEET NUMBER: A-0.1 22 PA2014- 111 Attachment No . ZA 4 - Project Plans 1, MIN REVISIONS PORCELAIN ON STEEL REFLECTORIZED SIGN, BOLTED TO UNISTRUT n DELTA REMARKS 1/2" RAD. I I CONCRETE SIDEWALK FOR REINFORCING DATE/DELTA GALV. STL. 2" X 2" TS PAINTED DARK GREEN I I z II I I N INTERIOR EXTERIOR PLANTING AREA THIS SIGN IS TO BE POSTED IN A CONSPICUOUS #4 BARS ® 24" O.C. PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH ACCESSIBLE STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17- X 22" IN SIZE WITH 1" HIGH MIN. LETTERING STOREFRONT SYSTEM (WHERE OCCURS) N o WHICH STATES THE FOLLOWING: - - - - - - - - - - - - - - - - "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED aO ffT ° 0 0 ° ACCESSIBLE SPACES NOT DISPLAYING ° �o°o�C °°°:o�oO° z DISTINGUISHING PLACARDS OR LICENSE PLATES -� ° ° ISSUED FOR PERSONS WITH DISABILITIES WILL BE FIN. GRADE DROP HARDSCAPE 1/4" BELOW SLAB (TYP.) ° ° (— TOWED AWAY AT OWNER'S EXPENSE, TOWED RE: CIVIL SLOPE TO DRAIN PER C.B.C. U VEHICLES MAY BE RECLAIMED AT a OR BY TELEPHONING ° ° " CBC SECTION 118-502.8.2 < a 1/2" EXPANSION JOINT a f! ' a °II II I a ;HARDSCAPE PER PLAN a ILL ii I °p BUILDING FOUNDATION 4 8" IIN I a. a CROSS SLOPE OF SIDEWALK SHALL NOT EXCEED 1/4" PER FOOT. ACCESSIBLE PARKING NOTICE HARDSCAPE TO SLAB DETAIL SIDEWALK THICKENED EDGE Cn 15 S : 1/2"=1'-0" 10 SCALE: 3"=1'-0" 5 SCALE: 1 1/2"=1'-0" V 7r W Q O.C. EACH WAY �Z�/ STALL SIGN A.C. PAVING 6L " INTERNATIONAL SIGN OF & #4 BARS ® 24r , . 111— 0 ACCESSIBILITY SEE DETAIL 7 SIN@ O @ W V- p�/ VAN J PROVIDE AT EACH VAN ACCESSIBLE *6' @ @ ° WW /' ACCESSIBLE PARKING STALL ii \` o a $250 MIN. FINE @ @ @ 0 ° 9 ADDITIONAL SIGN BELOW SYMBOL OF A A — — — — — ACCESSIBILITY SHALL STATE OO OO ��_ "MINIMUM FINE $250" T N -III ° — ® J 0 0 0 IS=T�= =T�=T�- - li O° °a @ @ @ TRUNCATED DOMES 2" X 2" TS SIGN POST `o` CAST-IN-PLACE SYSTEM a r PAINTED DARK GREEN o O 1 - #4 BAR '^ BY ARMOR-TILE; COLOR v+ Q ONYX BLACK 6" 0 BOLLARDLu SART 0° LeL s° FINISHED GRADE RE: CIVIL TAPERED EDGES It J r — — SECT. A-A WHERE EXPOSED ® ^/ o LL N O ACCESSIBLE PARKING SIG( TRUNCATED DOMES SLAB EDGE 1a. 4 SCALE: 3/4"=1'-0" 9 SCALE: 3"=1'-O" 4' SCALE: 1 1/2"=1'-0" Cn ACCESSIBLE PARKING SIGN CONCRETE WHEEL STOP NOTE: THE MAXIMUM SLOPE IN z PER DETAIL 6/C-2A THE ACCESSIBLE PARKING PER 14/A-0.2 ACCESSIBLE PARKING SIGN STALL AND THE ADJACENT 4" WIDE BLUE PAINTED PER 14/A-0.2 ACCESS AISLE SHALL BE 1:50 STRIPES WITH 45' DIAGONAL AN ACCESSIBLE STRIPES AT 3'-0" O.C. IN ANY DIRECTION. PARKING SIGN PER 6/C-2 ° Q No.4 DOWEL ® 24" O.C. a � AC PAVING AND BASE a 5'-0° 1YP. — — — — --- — � 9'-0" 5'- 12'-0" -0 9'-0" °^ 4" THK. CONC. WALK W O (� p r O L. TO C.L. C. TO C.L TO C.L. CLID . C.L. TO C.L LANDSCAPE °O° 00�°00°�°00°00°°0°°oa0° a W/MEDIUM BROOM FINISH r O O �i PLANTER — _ OVER COMPACTED SOIL Q W CV U 00 IN- 4" WIDE BLUE 8'-6" TYP. O O ~ O Lo PAINTED 4" WIDE ACCESS AISLE PAINTED 6" CURB PLANTER CONC.CURB SEE EL ::) Q Q 0• — — — BORDER STRIPE CIVIL DWGS. I— O f/) (� 0 ARK( PAR IFIN �� *PROVIDE 90% MIN. COMPACTION V UJ = 0.°° Li I— — — / 17712 HIGH WHITE LETTERS UNDER CONC. WALK (TYP.) w O W U PAINTED WHITE AT ALL Q ACCESSIBLE STALL LOADING AREASw r r ACCESSIBLE STALLS END ISLAND STALLS CONCRETE CURB @ SIDEWALK W —_ w = m o SCALE: 1/8"=1'-0" $ SCALE NOT TO SCALE 3 SCALE: 1 1/2'=1'-O' z LO U z) m ° IN GROOVED BORDER PER DETAIL NOTE: FOR DISABLED PARKING SIGN, U Er Y p 6 16/A-0.2 HEIGHT, ETC. RE: 14/A-0.4 U O wp S TRUNCATED DOMES PER DETAIL CAR OVERHANG AS OCCURS �y 8/C-2 m Q M co z CL S CONC. CURB0000 ° ° - - - - - - - - - - - - O� °p O 0 0 ` 1/2"R 000 o 1 °°°° °°° TOOLED JOINT �4 w V. 8.33% MAX SLOPE 0 8.33% MAX SLOPE Q v _ CONC. SLAB, CURB dooDa D OR GUTTER 0 0 16" PARKING STALL MARKER — CONSISTING ARKER -CONSISTING OF 2 - 4" WIDE RAMP PER 11/A0.2 STRIPES 8" APART :Ji Lii - 4'-0° TWO-COATS "HIGHWAY WHITE" I I N1 IN (TYP.) 8'-6° SIGN: INTERNATIONAL ACCESSIBILITY SYMBOL, PER U.B.C. �NSFD ARO// COLORS: WHITE SYMBOL ON BLUE B/C F BACKGROUND FOR SIGN. �'p�E kFC� ACCESSIBLE RAMP 0 PARKING STALL ACCESSIBILITY SYMBOL OOLED JOINT C-20925 (!)7SCALE: NOT TO SCALE *_TZ__�TOALE 7 SCALE NOT TO SCALE 20-1 LE: 1 1/2"=1'-0" * 06-15 sf ROM awe 1/2" FELT EXPANSION JOINT 9TF OF CAVX�`�� GROOVED BORDER PER ROOF DRAIN, FOR SIZE & LOCATION SEE MATERIAL W/ 1/2" POLYURETHANE DETAIL 16/A-0.2 TRUNCATED DOMES PER ROOF PLAN / SEALANT ON TOP DETAIL 9/A-0.2 LINE Of A.C. PAVING NO WALK TOP OF mla.teens. The m aW as gns mftaW or reaeee W by Ns i� IN FOREGROUND. CONC. g° 1'-0" 1'-0° 9" TOOLED 1/4" R. EDGES mo.my�omee M, w m *fir= or mpm urm doo9,one 12° �s pro one ebe u fir m on, n c for .an ma � a�s�.and elw0 sot��,in rhob o<m wm.ror ortr gvpwe 000000=00000 No. 5 SMOOTH DOWELS X 24" for.tie mer. � w**tMa M 01ad www pwffis im fmm 3/4° 00000000000 — SEE PLANS FOR DIMENSION B RIDOiMOOD©mta ®®®®®®®®®®®®®®® LONG O.C. WRAPPED W/ BOND ®®®®®®®®®®®®®®® — BREAKER ON ONE SIDE ° .D ° 4— SHEET° ° - -,� - SHEET TITLE: CONCRETE WALK N 8.33% MIX SLOPE 0000®®®®®® N 1/2" 00®000000000000 0 ¢ 1/4" DEEP SAW CUT 1/2" f/4'1� 000000000000000 2-#3 REBAR � ®®®®®®®®®®®®®®® cV 4 ®®®®®®®®®®®®®®® ELEVATION SITE CONTRACT BUILDING CONTRACT a aa ®®®®®®®®®®®®®®® a SITE DETAILS Q 4 ®000®®®®®®®®®®® 1 1/2„ 4 4 4 3" 4" CONC. WALK, SEE FLOOR PLAN. a a a a w 4 2-#3 REBAR = 1 I — _ — -- 1 = = 1 4'-0" MIN. LEVEL LANDING 4'-0" MIN. LEVEL LANDING _ = I 1 1 - 1 —I I —= I =i — —i = r- zn MAX 2% SLOPE IN ALL DIRECTIONS) �NO WALK 36° DOMES MAX 2% SLOPE IN ALL DIRECTIONS) AC PAVING SEE o o ° D ° ° LL CONTROL JOINT n Q 4 . CIVIL DWGS. ° THRU FROOF ACE OFIN ICURB 90% COMPACTED SUBGRADE o - SUB DATE 06/13/14 NOTE: ALL CURB RAMPS HAVE A GROOVED BORDER 12" WIDE AT THE LEVEL SURFACE _ p ° CAST IRON NO HUB PIPE 1'-0" 1'-0" BID DATE OF THE SIDEWALK ALONG THE TOP OF EACH SIDE APPROX. 3/4" O.C. PER SECTION CONC. CURB SEE CIVIL NOTES: 71 11 B-406. ALL CURB RAMPS AND FLARED SIDES ARE TO BE SLIP RESISTANT, AND r ri _ CONTRASTING FROM THE ADJACENT SIDEWALK FINISH. 1. EXPANSION JOINTS SHALL BE MAX. 25' O.C. DATE: 2. TYP. CONTROL JOINT SHALL BE STRAIGHT AND ® 90 DEGREE ANGLES TO EACH OTHER. DRAWN BY: LR SECTION JOB NO: 12830 CHECKED BY: JSB GROOVED BORDER ACCESSIBLE CURB RAMP DRAIN UNDER CONC. WALK CONCRETE CURB @ SIDEWALK SHEET NUMBER: 16 SCALE: NOT TO SCALE 11 SCALE: 3/4"=1'-0° 6 SCALE: 1"=1'-O" 1 SCALE: 1 1/2"=l'-O" A-0.2 .i ::�9 PA2014- 111 Attachment No . ZA 4 - Project Plans DEMOLITION NOTES REVISIONS 1. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DATE/DELTA REMARKS ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AS WELL AS ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL PLANS AND ANY EXISTING CONDITIONS. OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK IN THE CORRESPONDING AREA. 2. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS AND DISPOSE OF IT IN ACCORDANCE WITH CIN AND COUNTY REGULATIONS. 3. CONTRACTOR TO PROTECT ALL PUBLIC BUILDING AREAS ALONG THE ROUTE OF TRAVEL PRIOR TO THE COMMENCEMENT OF DEMOLITION. 1 4. CONTRACTOR TO CLEAN UP PUBLIC AREAS ALONG THE A-2.0 ROUTE OF TRAVEL EACH DAY AND WHENEVER DEBRIS, DUST, ETC. BECOMES EXCESSIVE. 44'-0" 5. FIELD VERIFICATION OF EXISTING CONDITIONS AND SPECIFIC QUANTITIES OF DEMOLITION ARE THE 11'-4" 4'-8" 8'-0" 4'-8" 11'-4" RESPONSIBILITY OF THE CONTRACTOR. 2'-8" 3'-4" 2'-8" 2'-8 2-8 2-8 3-4 2-8 6. ALL DIMENSIONS SHOWN TO BE EXISTING SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND INSTALLATION DRAWINGS PRIOR TO DEMOLITION. VERIFY DEMOLITION WORK WITH NEW COMMENCEMENT OF CONSTRUCTION. N 7. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING -� AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF 1'-6" THE EXISTING STRUCTURE DURING ALL PHASES OF 1.1 N CONSTRUCTION. 1 2 2 2 1 Lu it li 8. IF THE CONTRACTOR ENCOUNTERS ANY HAZARDOUS II II MATERIALS DURING DEMOLITION OR CONSTRUCTION, CONSTRUCTION TO BE SUSPENDED IMMEDIATELY AND r� ARCHITECT AND OWNER SHALL BE NOTIFIED BEFORE OPROCEEDING. II II s 00 II II °? 9. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE W LL o, I ii ii I ba MANNER IN ACCORDANCE WITH OSHA REGULATIONS. W J >= 10. CONTRACTOR TO REPAIR/ REPLACE ANY EXISTING ii 2 ii I I SURFACES/FINISHES DAMAGED DURING CONSTRUCTION. II II 11. ALL HALF TONE LINES REPRESENT EXISTING CONDITIONS v� ii ii TO REMAIN; ONLY ITEMS NOTED IN KEYED NOTES ARE ` WITHIN SCOPE OF WORK, EVERYTHING ELSE IS EXISTING Q J SHOWN FOR REFERENCE ONLY. O Z I— I I 06 I I , KEYED NOTES Q LV NOTE: NOT ALL KEY NOTES ARE USED ON THIS SHEET 1 ❑1 REPLACE EXISTING DOORS O REPLACE EXISTING STOREFRONT WINDOWS O O� I I --—� L -_ EXISTING PLANTERS TO BE REMOVED N O �4 INFILL EXISTING STAIRWELL li ° 1 _ INFILL EXISTING SHAFT CUTOUT IN SLAB -- E_' ;D © REPLACE EXISTING ROOF LADDER / W ® EXISTING STAIRS TO BE REMAIN AND REBUILT Z EXISTING SLAB TO RE MA oa i � oa i r_------ -- -- ------y it l ob o N N I II Ii I I I B l I 4 I I I i 3 A-2.0 I i i A-2.0 II ii I I 0- Wz00Tc� � N (O T LO Q W N OU • I I Ir U) U WALL/SYMBOLS LEGENDU w = 0) � NOTE: NOT ALL SYMBOLS ARE USED ON THIS SHEET W O W () W U EXISTING CMU WALL TO REMAIN p Q ------------- J W T -_-_--------- EXISTING WALL/ PARTITION TO BE m U II REMOVED W — W T- Q O \ II _ QU1 � Q EXISTING DOOR/FRAME/HARDWARE TO BE REMOVED ' ` Lo � ✓ '—' I U U J d EXISTING WINDOW TO BE REMOVED U OW O I m In Z d �S M III I I I i0 a — J I . ■ 1 I 7 e II I I II II I I ° II ARo iD I I I I BkFf/CfF�f II 4 I II I B 06-15 or CA 11'-4" 9'-4" 3'-4" '-4" The oum 4m armp mmn am dwp iidmled a mprtemtad M the &a*q n amed by,am ae We KoMW of WIM MOW11 00,and mm aeded and derdaped Baldy la um an,am In cwftfi i eBh Wm 2 epwft pm*t am diol nd be used,in"a in pat kr ani'Wrpme for mdoh Wry a nd w**idamed elhout erillm pema h m A-2.D MOM U 013MM*1014 SHEET TITLE: DEMO FLOOR PLAN SUB DATE 06/13/14 BID DATE DATE: DRAWN BY: LR DEMO FLOOR PLAN JOB 12830 1 p� CHECKED D BY: JSB SCALE: 1/4"=1'-O" TS. SHEET NUMBER: A-1 .0 so PA2014- 111 Attachment No . ZA 4 - Project Plans GENERAL NOTES REVISIONS 1. GRIDLINES ARE FOR LOCATION OF CENTERLINES OF DATE/DELTA REMARKS STRUCTURAL STEEL COLUMNS, CENTERLINES OF STRUCTURAL WALLS AND EDGE OF WALL, U.N.O. 2. DIMENSIONS (EXCEPT GRIDLINES) ARE: EXTERIOR WALLS TO FACE OF SHEATHING AT EXTERIOR SIDE, AND FACE OF FINISH AT INTERIOR U.N.O. A 2.1 3. ALL RAIN WATER LEADERS, OVERFLOW PIPES AND 1 2 3 4 PLUMBING PIPING, ELEC. CONDUIT ETC. SHALL BE CENTERED IN WALL FRAMING U.N.O. 1 4. ALL EXTERIOR SURFACE MOUNTED PLUMBING PIPES 76'-0" SHALL BE GALVANIZED SHEET METAL U.N.O. RE: PLUMBING FOR ADDITIONAL INFORMATION 26'-3" 23'-6" 26'-3" 5. FLOOR PLANS COMMUNICATE BUILDING INFORMATION ONLY. SEE CIVIL & LANDSCAPE DRAWINGS FOR ALL SITE WORK INFORMATION. NOTIFY ARCHITECT 2'-0" 11'-4" 4'-8" 8-0" 4'-8" 14'-8" 4'-8" 8-0" 4'-8" 11'-4" 2'-0" IMMEDIATELY IF DISCREPANCIES OCCUR PRIOR TO 2 EQ 14 " 2 EQ COMMENCEMENT OF WORK. 4'-0" 3'-4" 4'-0" 3'-8" 4'-0" S-4" S-8" 4'-0" S-4" 4'-0" 6. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED F F F IN LOCATIONS AS REQUIRED BY FIRE CODE 906. 1a 14 FLOOR PLAN NOTES 3 12 12 I 12 1. ALL GYPSUM BOARD SHALL BE 5/8" THICK, TYPE "X U.N.O. AND SHALL BE INSTALLED ON VERTICAL SURFACES SHALL HAVE VERTICAL JOINTS, ONLY. NO Cn A - - - / - - - I - - - - - - - - HORIZONTAL JOINTS SHALL BE INSTALLED BELOW THE /A I� 100A 247gR I I 101A 24"CLR I I 102A 24-CUR I N CEILING. Vd II II I 2. JOINTS BETWEEN SHEETS OF GYPSUM BOARD SHALL I I I I OCCUR ONLY AT STUDS. uJ II II I o 3. ALL PENETRATIONS OF SLAB TO SLAB GYPSUM BOARD I I I I ABOVE CEILING (I.E., DUCTWORK, CONDUIT, FLUTED 1-1 I OPENINGS IN METAL DECKING AT UNDERSIDE OF CONCRETE SLAB, ETC.) SHALL BE SEALED AIR TIGHT. r , ■ II II °O o DRYWALL COMPOUND AND DRYWALL TAPE ARE NOT W oN ACCEPTABLE SEALANTS. USE NON HARDENING MATERIALS, 3 I I I I ONLY. USE FIRE RATED COMPOUND AT FIRE RATED > L J I I I I I o PARTITIONS. LL Q SUITE A I I SUITE B I I SUITE C I IKEYED NOTES (M OCC.) V1 � (A-2 OCC.) I I (M OCC.) Y/ F1_00 I I �� I I 102 NOTE: NOT ALL KEY NOTES ARE USED ON THIS SHEET J 1,732 SQ. Fr. I I 1,551 SQ. Fr. I I 1,732 SQ. Fr. ❑j FUTURE DEMISING WALL PER WALL LEGEND BELOW ® o I I I I I ROOF AND OVERFLOW DRAIN ABOVE RE: PLUMBING Z r I I I I I AND STRUCTURAL FOR ADDITIONAL INFORMATION. U I I I I SEE OUTLET DETAILS 24, 16 & 11/A-5.0 < Lu per/ LINE OF SOFFIT/ROOF ABOVE. SHOWN DASHED LL NEW METAL ROOF ACCESS LADDER; DETAIL 7/A-5.0 NEW ELECTRICAL SWITCHGEAR; REFER TOmi I/k FF 12 ELECTRICAL AND DETAIL 18/A-5.0 10 M 12 I I 15 ^ I I © DORMER VENT (50% HIGH, 50% LOW) N 60" C H.V.A.C. UNIT (HEAT PUMPS). SEE MECHANICAL li h SHEETS AND DETAIL 25/A-5.0 1a N I I I I N 6 " CLR I I I I ® LINE OF WALL BELOW Cl) 300 BUILT SEELuoih l I o I I I I o f I ih oTTENANTPSIGNAGETACCESSEDORMER; RE. DETAIL 19/A-5.0 11 BUILT-UP 4 PLY ROOFING SYSTEM WITH T-24 CAP `; SHEET AT EACH ENTRY DOOR, PROVIDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY PER 2 I I I I I 2 DETAIL 14/A-6.0; SIGNS SHALL COMPLY WITH CBC A-2.2 I I I I A-21 1117B.5.1 AND 1117B.5.8.1 II II 13 STEEL COLUMN RE: STRUCTURAL EXTERIOR DOOR LANDING (SHOWN DASHED) MAX 2% - - - - - SLOPE IN ALL DIRECTIONS I I I I 15 EXISTING BASEMENT BELOW W O O T I II I 16 INFILL EXISTING SHAFT CUTOUT IN SLAB O N (o T 2 I I I I 17 INFILL EXISTING STAIRWELL Z) Q w N 0 O A-3.D I I I I C1r. U I I I I 18 OVERFLOW DRAIN TO OUTLET AT FACE OF EXT. O O 1— ())FINISH RE:11/A-5.0, MAIN DRAIN TO OUTLET AT FACE I I I I OF CURB RE:16/A-5.0 01 � Q N I I I I 19 DRAFT STOP, SEE SECTIONS O _ U I I I I 0 () C) 0) WALL/SYMBOLS LEGEND W p w U w I I 5 I I NOTE: NOT ALL SYMBOLS ARE USED ON THIS SHEET O � a r � ,- J � w I I A-4.0 - - - - - - - J I I EXISTING CMU WALL TO REMAIN WITH m 't U iii/ /i NEW 3 5/8" 20 GA. METAL STUD 16 I I I I I I WALL fa 16" O.C. TO UNDERSIDE OF W = D 0 o - -- 7 I I �� i I I STRUCTURE WITH R-13 INSULATION J_ Z m a»>> LO O 3 WOOD STUD EXTERIOR 2 WALLS WITH INSULATION 1 " YO EXTERIOR GRADE PLYWOOD ON O 0) 12 Q S I I I I EXTERIOR U.N.O. 7/8" CEMENT �PYy1 O (0 w i - - - I I I PLASTER ON EXTERIOR ELEVATIONS LJ.J Q CO CO Z w S 60" C I I I I I I RE: WALL SECTIONS ON A-4.0 - A-4.2 RE: STRUCTURAL FOR SHEARWALL 14 I I I I I �j I I LOCATION AND DESIGN I =_____- FUTURE DEMISING WALL; 6" 20 GA. Q O� I I I I METAL STUD fal 16" O.C. TO 1 UNDERSIDE OF STRUCTURE II I J L----------- I I I I x -_---------- I ---------- ---------- i I ------------H PER DOOR SCHEDULE; �1 OOQD�/L I / NOTE: NOTE: I I I NOTE: RE: DOOR NEW DOOR I I I FUTURE RESTROOM I I FUTURE RESTROOM I I FUTURE RESTROOM (ROUGH IN PLUMBING I I (ROUGH IN PLUMBING — — — —DOWN � J I I (ROUGH IN PLUMBING ONLY) I I ONLY) - I I ONLY) ALUMINUM STOREFRONT GLAZING; SEE '° EXTERIOR ELEVATIONS I I I I I I o I I I I ® KNOX BOX LOCATED AS PER FIRE 1B I I ' I I I I 16 DEPARTMENT REQUIREMENTS. CONFIRM LOCATION IS ACCEPTABLE WITH FIRE INSPECTOR PRIOR TO INSTALLATION 1018 102C 0 - C — — VI��II��IIII///////llll////////llll///////llll////////llll///////llll///////lllli///////�lll//W//ll�, _ 1LL — — — — — — — — o�NSEs elC�y''F ROOF SYMBOL LEGEND Jp�E,S ' kFf o, 17 24" LC' 24"CLR NOTE: NOT ALL SYMBOLS ARE USED ON THIS SHEET g_ 4 U I TOP OF PARAPET ELEVATION- - - - - - - - - - - - - - - - - - T.O.P. sf �Q WE T.O.S. TOP OF ROOF SHEATHING ELEVATION OF Cpl\E 2'-11" 3'-4" 6'-0" T.O.R. TOP OF RIDGE ELEVATION I na pkm tam,araqwnwb ma dagn mita d m a as M M ma.my=wal by,and ma the popaly of mail ME?=,and ROOF SLOPE AND DIRECTION A-2.2 SLOPE for ta eey.ae rat a4mPy udaMed vUnut.rdlen pmmesron tmn BM Utmmw000©mu ®® PACKAGE PUMPS) FOR C RBDETIAILHRE:T SHEET TITLE: 25/A-5.0 I p 0 ROOF DRAIN & OVERFLOW DRAIN RE: I 24/A-5.0 FLOOR PLAN NOTE: ALL T.S. & T.P. DIMS. ARE FROM BLDG. FINISHED FLOOR ELEVATION 0'-0" RCP SYMBOL LEGEND 0 WALL MOUNTED WEDGE LIGHT; RE: SUB DATE 06113114 ELEC. BID DATE DECORATIVE SCONCE; RE: ELEC. DATE: DRAWN BY: LR +_-_' CEILING HEIGHT FROM FINISHED FLOOR JOB NO: 12830 FLOR PLAN �p CHECKED BY: JSB SCALE: 1/4.4-0' SOFFIT VENT RE: 23/A-5.0 y SHEET NUMBER: ® RECESSED CAN LIGHT; RE: ELEC. erl 9 1 31 PA2014- 111 Attachment No . ZA 4 - Project Plans DEMOLITION NOTES REVISIONS 1. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DATE/DELTA REMARKS ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AS WELL AS ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL PLANS AND ANY EXISTING CONDITIONS. OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK IN THE CORRESPONDING AREA. 2. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS AND DISPOSE OF IT IN ACCORDANCE WITH CITY AND COUNTY REGULATIONS. 3. CONTRACTOR TO PROTECT ALL PUBLIC BUILDING AREAS ALONG THE ROUTE OF TRAVEL PRIOR TO THE COMMENCEMENT OF DEMOLITION. 4. CONTRACTOR TO CLEAN UP PUBLIC AREAS ALONG THE ROUTE OF TRAVEL EACH DAY AND WHENEVER DEBRIS, DUST, ETC. BECOMES EXCESSIVE. 5. FIELD VERIFICATION OF EXISTING CONDITIONS AND SPECIFIC QUANTITIES OF DEMOLITION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 6. ALL DIMENSIONS SHOWN TO BE EXISTING SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO DEMOLITION. VERIFY DEMOLITION WORK WITH NEW CONSTRUCTION AND INSTALLATION DRAWINGS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 8. IF THE CONTRACTOR ENCOUNTERS ANY HAZARDOUS uJ MATERIALS DURING DEMOLITION OR CONSTRUCTION, CONSTRUCTION TO BE SUSPENDED IMMEDIATELY AND ARCHITECT AND OWNER SHALL BE NOTIFIED BEFORE O PROCEEDING. 9. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE L j MANNER IN ACCORDANCE WITH OSHA REGULATIONS. LU J 10. CONTRACTOR TO REPAIR/ REPLACE ANY EXISTING SURFACES/FINISHES DAMAGED DURING CONSTRUCTION. ��I"/� 11. ALL HALF TONE LINES REPRESENT EXISTING CONDITIONS vn TO REMAIN; ONLY ITEMS NOTED IN KEYED NOTES ARE ^ WITHIN SCOPE OF WORK, EVERYTHING ELSE IS EXISTING Q J SHOWN FOR REFERENCE ONLY. O Z ; Q GENERAL NOTES — WW 1. GRIDLINES ARE FOR LOCATION OF CENTERLINES OF W W STRUCTURAL STEEL COLUMNS, CENTERLINES OF 11111111111111771-1 1 //ZZ/ZZZZZZZZZ7/-/77/7777-/77P 71 STRUCTURAL WALLS AND EDGE OF WALL, U.N.O. 2. DIMENSIONS (EXCEPT GRIDLINES) ARE: EXTERIOR LL WALLS TO FACE OF SHEATHING AT EXTERIOR SIDE, N AND FACE OF FINISH AT INTERIOR U.N.O. O N O 3. ALL RAIN WATER LEADERS, OVERFLOW PIPES AND PLUMBING PIPING, ELEC. CONDUIT ETC. SHALL BE CENTERED IN WALL FRAMING U.N.O. 4. ALL EXTERIOR SURFACE MOUNTED PLUMBING PIPES W SHALL BE GALVANIZED SHEET METAL U.N.O. Z RE: PLUMBING FOR ADDITIONAL INFORMATION r 5. FLOOR PLANS COMMUNICATE BUILDING INFORMATION M SURE B ONLY. SEE CIVIL a LANDSCAPE DRAWINGS FOR W ALL SITE WORK INFORMATION. NOTIFY ARCHITECT BASEMENT IMMEDIATELY IF DISCREPANCIES OCCUR PRIOR TO 100 COMMENCEMENT OF WORK. 1,440 SQ. Fr. 6. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN LOCATIONS AS REQUIRED BY FIRE CODE 906. FLOOR PLAN NOTES 1. ALL GYPSUM BOARD SHALL BE 5/8" THICK, TYPE "X", W z O O T U.N.O. AND SHALL BE INSTALLED ON VERTICAL O N (D r SURFACES SHALL HAVE VERTICAL JOINTS, ONLY. NO _ LO HORIZONTAL JOINTS SHALL BE INSTALLED BELOW THE H T O O O CEILING. Q W C\1 ' U 15'-0" 15'-0" 0 ~ O U7)2. JOINTS BETWEEN SHEETS OF GYPSUM BOARD SHALL OCCUR ONLY AT STUDS. W ::) Q Q 3. ALL PENETRATIONS OF SLAB TO SLAB GYPSUM BOARD 0 U O O U O 3'-4" ABOVE CEILING (I.E., DUCTWORK, CONDUIT, FLUTED /� OPENINGS IN METAL DECKING AT UNDERSIDE OF V I j = 0 0 CONCRETE SLAB, ETC.) SHALL BE SEALED AIR TIGHT. W W 0 LL \ DRYWALL COMPOUND AND DRYWALL TAPE ARE NOT O Q N ACCEPTABLE SEALANTS. USE NON HARDENING MATERIALS, O ONLY. USE FIRE RATED COMPOUND AT FIRE RATED J I— � � wT o PARTITIONS. _ frm U i P W W 2 O z Lo UPKEYED NOTES (� — O NOTE: NOT ALL KEY NOTES ARE USED ON THIS SHEET U W m a EXISTING COLUMN TO REMAIN O � _ � UOWO �S REMOVE EXISTING WALL W Q m (') z d 15 �3 INFILL EXISTING SHAFT CUTOUT IN SLAB ABOVE ;Or--__--_----- - 6 �,' �J �4 INFILL EXISTING STAIRWELL r------------ — — i - - - - toREMOVE EXISTING DOOR � 1 EXISTING STAIRS TO BE REMOVED EXISTING ELECTRICAL PANELS TO BE REMOVED 7 - - - 7 CD LO LJ - -izzzzzzzl �NSED ARoll ii I I I I I I I I I �S S' B1CkP Fo 9'-6" � WALL/SYMBOLS LEGEND NOTE: NOT ALL SYMBOLS ARE USED ON THIS SHEET * C-20925 06-15 EXISTING CMU WALL TO REMAINs� WE EXISTING WALL/ PARTITION TO BE 9TF OF OAS\F�� 4'-0" 10'-10" ------------- REMOVED 16'-0" T. EXISTING DOOR/FRAME/HARDWARE TO nn Dam team,anmgamnn and dnp M&M m rewmWMtM BE REMOVED &a*q dum by,aid=the papw*dBI RLOEMM,m° —� `-- de dwW soler ra m m,and In m ocbm.Th No gxik pm*t,ad dd not be mn0.in nhde m in pork for aq Imp= for mach d"w not won*made MVW Mftn pnndWm from DOE UOERMUOD t 1014 NEW 8" CMU BLOCK WALL SHEET TITLE: ® KNOX BOX LOCATED AS PER FIRE DEPARTMENT REQUIREMENTS. CONFIRM LOCATION IS ACCEPTABLE WITH FIRE INSPECTOR PRIOR TO INSTALLATION BASEMENT PLAN SUB DATE 06/13/14 BID DATE DATE: DRAWN BY: LR JOB NO: 12830 DEMO BASEMENT PLAN do BASEMENT PLAN do CHECKED BY: JSB 2 SCALE: 1/4"=1'-0" SHEET NUMBER: A-1 .2 32 PA2014- 111 Attachment No . ZA 4 - Project Plans GENERAL NOTES REVISIONS 1. GRIDLINES ARE FOR LOCATION OF CENTERLINES OF DATE/DELTA REMARKS STRUCTURAL STEEL COLUMNS, CENTERLINES OF STRUCTURAL WALLS AND EDGE OF WALL, U.N.O. 2. DIMENSIONS (EXCEPT GRIDLINES) ARE: EXTERIOR WALLS TO FACE OF SHEATHING AT EXTERIOR SIDE, AND FACE OF FINISH AT INTERIOR U.N.O. A 2.1 3. ALL RAIN WATER LEADERS, OVERFLOW PIPES AND 1 2 1 3 4 PLUMBING PIPING, ELEC. CONDUIT ETC. SHALL BE A-3.0 CENTERED IN WALL FRAMING U.N.O. 76 0" 4. ALL EXTERIOR SURFACE MOUNTED PLUMBING PIPES SHALL BE GALVANIZED SHEET METAL U.N.O. RE: PLUMBING FOR ADDITIONAL INFORMATION 2 '-3" 23'-6" 26'-3" 5. FLOOR PLANS COMMUNICATE BUILDING INFORMATION ONLY. SEE CIVIL & LANDSCAPE DRAWINGS FOR ALL SITE WORK INFORMATION. NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES OCCUR PRIOR TO COMMENCEMENT OF WORK. 6. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN LOCATIONS AS REQUIRED BY FIRE CODE 906. I E i6' I T.O.P. 6 16'-11" 22'-0° -11° ` T.O.S. I T.O.P. `3 FLOOR PLAN NOTES ` T.O.S. TMs• 1. ALL GYPSUM BOARD SHALL BE 5/8" THICK, TYPE "X", U.N.O. AND SHALL BE INSTALLED ON VERTICAL Cn A SURFACES SHALL HAVE VERTICAL JOINTS, ONLY. NO HORIZONTAL JOINTS SHALL BE INSTALLED BELOW THE CIO I CEILING. CId Q 2. JOINTS BETWEEN SHEETS OF GYPSUM BOARD SHALL uJ = m f m i OCCUR ONLY AT STUDS. z 3. ALL PENETRATIONS OF SLAB TO SLAB GYPSUM BOARD I ABOVE CEILING (I.E., DUCTWORK, CONDUIT, FLUTED 19 19 I OPENINGS IN METAL DECKING AT UNDERSIDE OF I CONCRETE SLAB, ETC.) SHALL BE SEALED AIR TIGHT. a r , ■ 110 I DRYWALL COMPOUND AND DRYWALL TAPE ARE NOT W Ii I T1'P. I ACCEPTABLE SEALANTS. USE NON HARDENING MATERIALS, D I ONLY. USE FIRE RATED COMPOUND AT FIRE RATED >= Lu J I I PARTITIONS. a I KEYED NOTES (n V I NOTE: NOT ALL KEY NOTES ARE USED ON THIS SHEET I i 6 ❑j FUTURE DEMISING WALL PER WALL LEGEND BELOW O + I ROOF AND OVERFLOW DRAIN ABOVE RE: PLUMBING Z AND STRUCTURAL FOR ADDITIONAL INFORMATION. v+ o I SEE OUTLET DETAILS 24, 16 & 11/A-5.0 per/ CD Lu LINE OF SOFFIT/ROOF ABOVE. SHOWN DASHED LL NEW METAL ROOF ACCESS LADDER; DETAIL 7/A-5.0 I � N I NEW ELECTRICAL SWITCHGEAR; REFER TO ELECTRICAL AND DETAIL 18/A-5.0 DORMER VENT (50% HIGH, 50% LOW) N O SLOPE ^ SLOPE �7 H.V.A.C. UNIT (HEAT PUMPS). SEE MECHANICAL li I I SHEETS AND DETAIL 25/A-5.0 9 D I ® LINE OF WALL BELOW I I �g BUILT UP CRICKET- SEE DETAIL 15/A-5.0 � W TV. I TENANT SIGNAGE ACCESS DORMER; RE. DETAIL z 10 19/A-5.0 BUILT-UP 4 PLY ROOFING SYSTEM WITH T-24 CAP V— — �— — -- I SHEET Go F — -71 7 F — 71 F - 7 I 12 AT EACH ENTRY DOOR, PROVIDE THE 2 INTERNATIONAL SYMBOL OF ACCESSIBILITY PER Typ• DETAIL 14/A-6.0; SIGNS SHALL COMPLY WITH CBC 11178.5.1 AND 11176.5.8.1 16'-0° STEEL COLUMN RE: STRUCTURAL o I 14 EXTERIOR DOOR LANDING (SHOWN DASHED) MAX 2/" SLOPE IN ALL DIRECTIONS B i I 15 EXISTING BASEMENT BELOW ^L r W z O O I I I L 16 INFILL EXISTING SHAFT CUTOUT IN SLAB �_ N O LO 2Or 17 INFILL EXISTING STAIRWELL Q W N O A-3.0 I I 18 OVERFLOW DRAIN TO OUTLET AT FACE OF EXT. O U7)I I FINISH RE:11/A-5.0, MAIN DRAIN TO OUTLET AT FACE O 0 — OF CURB RE:16/A-5.0 01 U) Q 19 DRAFT STOP, SEE SECTIONS 0 _ U U Ow = O) � WALL/SYMBOLS LEGEND W 0 W U W ,, NOTE: NOT ALL SYMBOLS ARE USED ON THIS SHEET J 0 W r EXISTING CMU WALL TO REMAIN WITH m U NEW 3 5/8" 20 GA. METAL STUD W W = O I WALL fa 16" O.C. TO UNDERSIDE OF STRUCTURE WITH R-13 INSULATION z LO Q Zm0 � + Q�Q ��• o S�OaAF9 I NEW WALL; 6" WOOD STUD EXTERIOR U W d 0) D I WALLS WITH R-19 INSULATION 1/2" _ � O > d' 1� �° �OQ�` F9 �OT I EXTERIOR GRADE PLYWOOD ON Y O > 0) S M I SLOPE �' o ? SLOPE I EXTERIOR U.N.O. 7/8" CEMENT W PLASTER ON EXTERIOR ELEVATIONS W Q M C'7 Z W S I I RE: WALL SECTIONS ON A-4.0 - A-4.2 RE: STRUCTURAL FOR SHEARWALL II I LOCATION AND DESIGN ` II I I ——————- FUTURE DEMISING WALL; 6" 20 GA. -—————- METAL STUD fal 16" O.C. TO Q 4 I I UNDERSIDE OF STRUCTURE D II 2 I T1'P. ' "I 22-0 , O II x a NEW DOOR PER DOOR SCHEDULE; RE: 1/A-6.0 Li l 11 �aDO I , % . D I ALUMINUM STOREFRONT GLAZING; SEE I EXTERIOR ELEVATIONS 14'-10 1/2" I ,��. 15'-8" " I 14'-10 1/2" T.O.S. I N" 19 19 " I ® KNOX BOX LOCATED AS PER FIRE T.O.S. T.O.S. I — — — — — DEPARTMENT REQUIREMENTS. CONFIRM LOCATION IS ACCEPTABLE WITH FIRE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSPECTOR PRIOR TO INSTALLATION — — — — — — — — — — — C — — — — NSED ARO//� ROOF SYMBOL LEGEND p ESs' BICkFt�c,, 4 "22-.0. NOTE:-NOT ALL SYMBOLS ARE USED ON THIS SHEET * 0-�. I T.O.P. TOP OF PARAPET ELEVATION sf 06-15 \e 9T Of, CAIS I T.O.S. TOP OF ROOF SHEATHING ELEVATION F EO T.O.R. TOP OF RIDGE ELEVATION I IN k tam wraqwnwb ft dagn mftaW a s a, M n� may=oa d w m * r o.mam LOIRM,,aa 1 I ft No ae*t uA nye rear ee�mm m pt for cy pzpm ROOF SLOPE AND DIRECTION speft A-2.2 SLOPE to Nish )E M rat Y iMaded vUnut.rdla,pmmesim tmn utmmw000©mu ®® PACKAGE PUMPS) FOR C RBDETIAILHRE:T SHEET TITLE: 25/A-5.0 I I I O O ROOFRAIN & OVERFLOW DRAIN RE: S ROOF PLAN NOTE: ALL T.S. & T.P. DIMS. ARE FROM BLDG. FINISHED FLOOR ELEVATION 0'-0" RCP SYMBOL LEGEND 0 WALL MOUNTED WEDGE LIGHT; RE: SUB DATE 06113114 ELEC. BID DATE DECORATIVE SCONCE; RE: ELEC. DATE: DRAWN BY: LR +_-_' CEILING HEIGHT FROM FINISHED FLOOR JOB NO: 12830 TO0F PLAN �p CHECKED BY: JSB 4°=1'-0" ��' ® SOFFIT VENT RE: 23/A-5.0 / y SHEET NUMBER: ® RECESSED CAN LIGHT; RE: ELEC. A-1 .3 33 PA2014- 111 Attachment No . ZA 4 - Project Plans GENERAL NOTES REVISIONS 1. GRIDLINES ARE FOR LOCATION OF CENTERLINES OF DATE/DELTA REMARKS STRUCTURAL STEEL COLUMNS, CENTERLINES OF STRUCTURAL WALLS AND EDGE OF WALL, U.N.O. 2. DIMENSIONS (EXCEPT GRIDLINES) ARE: EXTERIOR WALLS TO FACE OF SHEATHING AT EXTERIOR SIDE, AND FACE OF FINISH AT INTERIOR U.N.O. 3. ALL RAIN WATER LEADERS, OVERFLOW PIPES AND 1 2 3 4 PLUMBING PIPING, ELEC. CONDUIT ETC. SHALL BE CENTERED IN WALL FRAMING U.N.O. 76'-0" 4. ALL EXTERIOR SURFACE MOUNTED PLUMBING PIPES SHALL BE GALVANIZED SHEET METAL U.N.O. RE: PLUMBING FOR ADDITIONAL INFORMATION 26'-3" 23'-6" 1, 26'-3" 5. FLOOR PLANS COMMUNICATE BUILDING INFORMATION ONLY. SEE CIVIL & LANDSCAPE DRAWINGS FOR ALL SITE WORK INFORMATION. NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES OCCUR PRIOR TO COMMENCEMENT OF WORK. 6. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED +11'-6" +11'-6' IN LOCATIONS AS REQUIRED BY FIRE CODE 906. E . E . E . E . E . E . E . E . E . E . E . E . E . E . E . E . E . E . FLOOR PLAN NOTES 1. ALL GYPSUM BOARD SHALL BE 5/8" THICK, TYPE "X", ® ® ® ® ® U.N.O. AND SHALL BE INSTALLED ON VERTICAL A _ ® ® ® ® ® _ _ SURFACES SHALL HAVE VERTICAL JOINTS, ONLY. NO HORIZONTAL JOINTS SHALL BE INSTALLED BELOW THE CEILING. II II II II 2. JOINTS BETWEEN SHEETS OF GYPSUM BOARD SHALL I I I I OCCUR ONLY AT STUDS. Z II II 3. ALL PENETRATIONS OF SLAB TO SLAB GYPSUM BOARD w I I I I w ABOVE CEILING (I.E., DUCTWORK, CONDUIT, FLUTED I I OPENINGS IN METAL DECKING AT UNDERSIDE OF ` O f-L CONCRETE SLAB, ETC.) SHALL BE SEALED AIR TIGHT. a r ® II II ® DRYWALL COMPOUND AND DRYWALL TAPE ARE NOT W UL I I I I ACCEPTABLE SEALANTS. USE NON HARDENING MATERIALS, ONLY. USE FIRE RATED COMPOUND AT FIRE RATED >= W J PARTITIONS. II II +11'-s' i i i i w KEYED NOTES V) V I -- NOTE: NOT ALL KEY NOTES ARE USED ON THIS SHEET Q J II II T I I I I ❑1 FUTURE DEMISING WALL PER WALL LEGEND BELOW O + Ci I I I I w ROOF AND OVERFLOW DRAIN ABOVE RE: PLUMBING Z ^ Q AND STRUCTURAL FOR ADDITIONAL INFORMATION. + SEE OUTLET DETAILS 24, 16 & 11/A-5.0 v) � LINE OF SOFFIT/ROOF ABOVE. SHOWN DASHED LML W I �4 NEW METAL ROOF ACCESS LADDER; DETAIL 7/A-5.0 W NEW ELECTRICAL SWITCHGEAR; REFER TO ELECTRICAL AND DETAIL 18/A-5.0 © DORMER VENT (50% HIGH, 50% LOW) O 04 N O^ I �7 H.V.A.C. UNIT (HEAT PUMPS). SEE MECHANICAL li ISHEETS AND DETAIL 25/A-5.0 I II w I I I ® LINE OF WALL BELOW BUILT UP CRICKET- SEE DETAIL 15/A-5.0 W I 10 TENANT SIGNAGE ACCESS DORMER; RE. DETAIL z I 19/A-5.0 BUILT-UP 4 PLY ROOFING SYSTEM WITH T-24 CAP M w I I I I w SHEET W I 12 AT EACH ENTRY DOOR, PROVIDE THE I I NO CEILING, NP. INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DETAIL 14/A-6.0; SIGNS SHALL COMPLY WITH CBC I 1117B.5.1 AND 1117B.5.8.1 STEEL COLUMN RE: STRUCTURAL I 13 14 EXTERIOR DOOR LANDING (SHOWN DASHED) MAX 2% B - - - I I SLOPE IN ALL DIRECTIONS 15 EXISTING BASEMENT BELOW z O O r I 16 INFILL EXISTING SHAFT CUTOUT IN SLAB W 0 C\I (O r (OT � O 17 INFILL EXISTING STAIRWELL Q W CV 0 0 V I 18 OVERFLOW DRAIN TO OUTLET AT FACE OF EXT. O o ~ O FINISH RE:11/A-5.0, MAIN DRAIN TO OUTLET AT FACE OF CURB RE:16/A-5.0 01 � Q I 19 DRAFT STOP, SEE SECTIONS 0 _ U I I I I 0 0I- - rn r)) WALL/SYMBOLS LEGEND W 0 w v , Q) I I I NOTE: NOT ALL SYMBOLS ARE USED ON THIS SHEET O Q T_ It ~ r EXISTING CMU WALL TO REMAIN WITH J U) m U NEW 3 5/8" 20 GA. METAL STUD — W WALL rd 16" O.C. TO UNDERSIDE OF W W = STRUCTURE WITH R-13 INSULATION 2 o v 2,-0" I I I I Y Z Ef LO NEW WALL; 6" WOOD STUD EXTERIOR U J d 0 WALLS WITH R-19 INSULATION 1/2" _ W O d' of I I I I EXTERIOR GRADE PLYWOOD ON O 0) �S EXTERIOR U.N.O. 7/8" CEMENT U MM W II II PLASTER ON EXTERIOR ELEVATIONS W Q m 000O z d 1S RE: WALL SECTIONS ON A-4.0 - A-4.2 RE: STRUCTURAL FOR SHEARWALL LOCATION AND DESIGN II II ® I I I I ------- FUTURE DEMISING WALL; 6" 20 GA. all METAL STUD fal 16" O.C. TO I I I I UNDERSIDE OF STRUCTURE w II II J L - - - - - _ _ __ _ IC -- -- -- ---- I I � NEW DOOR PER DOOR SCHEDULE; RE: 1/A-6.0 I I � � ALUMINUM STOREFRONT GLAZING; SEE EXTERIOR ELEVATIONS II II II ® LOCATED KNOX BOX DEPARTMENT REQUIREMENTS. CONFIRM LOCATION IS ACCEPTABLE WITH FIRE I I I I I I I I I I 0Aw 4z INSPECTOR PRIOR TO INSTALLATION C a a ROOF SYMBOL LEGEND �y25 E� RFs oll S S• F NOTE: NOT ALL SYMBOLS ARE USED ON THIS SHEET C_ � 4 T.O.P. TOP OF PARAPET ELEVATION .0 � \* E . E . E . E . F � qT °°E T.O.S. TOP OF ROOF SHEATHING ELEVATION F OF CAL�``� T.O.R. TOP OF RIDGE ELEVATION %pim fee®,wr gm nm and du4n kdca ed wiwmi M Wa many n onnee by,and=the p opsty of eM tllOEitM M,and ROOF SLOPE AND DIRECTION epwft pm*L awl �W*am aee w and m c rt for ony n W� b this SLOPE 2 for L O'..a awooIntadM dihait MNen peanfesion riven BICI&ff1 IIHIFAM000 t1014 ®® PACKAGE PUMPS) FOR C RBDETIAILHRE:T SHEET TITLE: 25/A-5.0 O O 2O00F5DRAIN & OVERFLOW DRAIN RE: REFLECTED NOTE: ALL T.S. & T.P. DIMS. ARE CEILING PLAN FROM BLDG. FINISHED FLOOR ELEVATION 0'-0" RCP SYMBOL LEGEND WALL MOUNTED WEDGE LIGHT; RE: SUB DATE 06/13/14 ELEC. BID DATE DECORATIVE SCONCE; RE: ELEC. DATE: DRAWN BY: LR REFLECTED CEILING PLAN tiQ +_-_' CEILING HEIGHT FROM FINISHED FLOOR J ECD BY: 1 830 SB SOFFIT VENT RE: 23/A-5.0 'Y SHEET NUMBER: ® RECESSED CAN LIGHT; RE: ELEC. erl 94 34 PA2014- 111 Attachment No . ZA 4 - Project Plans DEMOLITION NOTES REVISIONS 1. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DATE/DELTA REMARKS ARCHITECTURAL AND ELECTRICAL OR MECHANICAL DRAWINGS AS WELL AS ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL PLANS AND ANY EXISTING CONDITIONS. OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK IN THE CORRESPONDING AREA. 2. CONTRACTOR TO COORDINATE DISCONNECT OF ALL UTILITIES PRIOR TO THE DEMOLITION. 3. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS AND DISPOSE OF IT IN ACCORDANCE WITH CITY AND COUNTY REGULATIONS. 4. CONTRACTOR TO PROTECT PUBLIC BUILDING AREAS ALONG THE ROUTE OF TRAVEL PRIOR TO THE COMMENCEMENT OF DEMOLITION. 5. CONTRACTOR TO CLEAN UP PUBLIC AREAS ALONG THE ROUTE OF TRAVEL EACH DAY AND WHENEVER DEBRIS, DUST, ETC. BECOMES EXCESSIVE. 6. ALL DOORS AND WINDOWS TO BE REMOVED. 7. FIELD VERIFICATION OF EXISTING CONDITIONS AND 2 2 SPECIFIC QUANTITIES OF DEMOLITION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 15'-10 1/2' t5'-11 8. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS T.O. ROOF T.O. ROOF REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. W a 9'-0• 9'-0' Z B.O. ROOF B.O. ROOF � T.O. cMu WALL - - -- ,. .. .. - - T.O. cM�u WALL KEYED NOTES r.o. sr�oReFRONr \ \ \ \ \ \ T.O. IOREFRONF a O ALL WALL FINISHES TO BE REMOVED; ALL AREAS W _ REMAIN SHALLWHERE THE BE PREPPED AND O/ RECEIVE IONEWRE TO W J FINISH EXISTING ROOF TO BE REMOVED S S \ \ 0 FlNISH� r;--. ,` o'-o• EXISTING WINDOWS TO BE REMOVED, PREP V� FlNISH� PLANINGS FOR NEW WINDOW OR WALL INFILL PER Q J OORS TO BE O 3 4 3 1 4 3 5 1 5 F1 EXISTNEWING OR WALL RENOLLDP PREP OPENINGS INFILL ieweew U)U REMOVE EXISTING HANDRAIL Z Q Q 2 Lu M W W Ja m O °C NO FM a. V♦ W Z WEST ELEVATION SOUTH ELEVATION `"F SCALE: 3�IV=I'-O• L SCALE: J IB•=I-O• 0- WZOO T- o c� T (.0 o 0 W C\I U Ir U) U0 ° w = � �3 W0WC) Go U W W = o 7Q0 Y z Ln U Z0 m � U Woad Wrn � m Q m (y) zC: •1 15'-10-10 1/2• 15-10 2 1/ .15-10 1/2• TY 0. ROOF TO. ROOF 9'-0• 9'-0• 8.0. ROOF 8.0. ROOF T.O. CMU WALL _ T.O. CMU WALL _. O� EN ED AR y�f i.0. SfY OREFROM T.OSTO . R/EFRONF S C i i \ * c25 06-15h FlNISH R FINISHED 14 4 4 1 5 3 3 3 3 9n ploin,it ideoe. by,and mp preen iidimled 111DOWNed M the horny ire arced by, op ar the Pr use n,and In uIOEReoon,ane wn aeon* L derdopno Baldy for are an,ant n pt y purpose Mn gxYc h bey and not nd wl ueed,d Nwle a n poo,hK wryhom hr R U they wa not appTaMj intended rPowut rpNai Panadon hen BICIQ•L U'l1FRYIOW t 1014 SHEET TITLE: EXISTING ELEVATIONS SUB DATE 06/13/14 BID DATE DATE: DRAWN BY: LR EAST ELEVATION �NO�RTH ELEVATION JOB KE 12830 CHECKED BY: JSB 3 SCALE: 3�I6•=I' D• I6•=I-0• SHEET NUMBER: A=290L] S15 PA2014- 111 Attachment No . ZA 4 - Project Plans GENERAL NOTES REVISIONS 1. REFER TO SITE PLAN AND HARDSCAPE PLAN FOR DATE/DELTA REMARKS CONCRETE WALKWAYS AND GENERAL SITE INFORMATION. 2. ALL DIMENSIONS ARE SHOWN FROM FACE OF STUD, FACE OF MASONRY, CENTERLINE OF POST OR COLUMN, OR EDGE OF SLAB, U.N.O. 3. "T" TEMPERED CLEAR SAFETY GLASS FILLINGS WITH PERMANENT IDENTIFICATION MARK PER CBC 2406.2 4. ALL ELEVATIONS ARE GIVEN RELATIVE TO THE FINISH FLOOR 0'-0" 1 3 2 KEYED NOTES C A A-4.0 B e e A-4.2 B A-4.0 A A NOTE: NOT ALL KEY NOTES ARE USED ON THIS SHEET 11 10 TMP e : e : e e 5 eTYP. : 13 e 7/8" PLASTER SYSTEM WITH FINE SAND FINISH FOAM CORNICE WITH SMOOTH TROWEL PLASTER 22'-0" a FINISH; RE 5/A-5.0 FOR CONSTRUCTION DETAILS • T.O. PARAPET 3 ALUCOBOND STEEL CITY SILVER MICA COOL-20 e ALUMINUM COMPOSITE PANEL; JOINTS AS DIMENSIONED • ON ELEVATIONS, INSTALL PER DETAIL 17/A-5.0 & 22/A-5.0 -TEN: _HT_ - r _ _ e CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW FRAME EQ. i _ Typ -. � E 14'-6" 1" O 5 INSULATING LOW E GLASS PANELS T' DENOTES ` T.O. SOFFIT e TEMPERED "SAFETY" GLAZING AS PER CBC SEC. a r 2406, CLEAR U.N.O. W �_ 6 � W J B.O. SOFFIT e TENANT SIGNAGE UNDER UNDER SEPERATE PERMIT; Q • REFER TO ELEC. DRAWINGS FOR "J" BOX LOCATIONS 10'-0" AND LAYOUT TYP AT ALL LOCATIONS '^ T.O. STOREFRONT v, .. T 9.-8" e EXTERIOR DOOR; RE. DOOR SCHEDULE ON A-6.0 Q J T C.L. LIGHT FIXTURE O •' ♦i• : e LIGHT FIXTURE; RE. ELECTRICAL Z ^ Q T.O. DOOR e ELECTRICAL SWITCHGEAR, PAINTED; RE. ELECTRICAL Lu � T 2'-10"E: W W \ T B.O. MULLION 10 VERTICAL PLASTER CONTROL JOINT. RE:13/A-5.00T 0'-0" 11 HORIZONTAL CONTROL JOINT. RE:12/A-5.0 FINISHED FLOOR N O^ 12 METAL ROOF ACCESS LADDER, SEE 7/A-5.0 li 13 1" REVEAL; SEE DETAIL 21/A-5.0 WL 6 A-5.o ,YP. o IL Z WOOD WALL � EAST ELEVATION L SCALE: 0- WZOO T- oCV ,(,^ T_ T (.0O o QWn1 ' U � Cc LO COLOR LEGEND a Q Q (r Cc U) rn � ePAINTED FINISH; - O ePAINTED FINISH; - W O W U W N 4 A-40 e e e 3 <>> A-41 e 2 e e /\ e 1 e C PAINTED FINISH; - W -_ W 2 m U 6 2 1 4 1 8 4 6 1 2 10 IY e e e : e A 13 � e e B T1P. e e B z O r UU � 00a � � 22'-0" W � T.O. PARANOTE: PET • - U O W 0)PRIOR TO PAINTING THE BUILDING, CONTRACTOR TO PROVIDE m Q m (0 Z d �S 4'X4' MIN. MOCK-UP OF ALL EXTERIOR PAINT COLORS, ON • ACTUAL MATERIALS AND FINISHES, FOR ARCHITECT'S AND OWNER'S ON SITE APPROVAL. R E . T.O. SOFFIT B.O. SOFFIT T.O. STOREFRONT \, � � \ \ \ \ `�� \ \ \ \ \ T \ \ C.L. LIGHT FIXTURE T , 7'-0" T.O. DOOR W ENSE F D AR yf T \, T T \, T T \, T S �f T 2'-10" * C-2092 T 06-15 X T T T T / T T • T T / T B.O. MULLIONmm �., �qT OF l :1. . lv - FINISHED FLOOR FINISHED FLOOR The*m;mm,am rm*and&"m m&"m mvm"by @n &a*q n amd by,and=tl•Maty of EM MOW=.and M amw and de ftw W*far me m,aM In mwft,im w h Wm 9W&po*t and ehd not be wW,in eben a in mit Por any puTw 6r*MCKE h d 000 t 1 wbW °`mom� I A-5.0 rrP • I I I WOOD WALL SHEET TITLE: ELEVATIONS I I I I SUB DATE 06/13/14 BID DATE DATE: DRAWN BY: LR �NO�RTH ELEVATION JOB KE 12830 1CHECKED BY: JS0 /4°=1'-O° SHEET NUMBER: A-2 .1 3O PA2014- 111 Attachment No . ZA 4 - Project Plans GENERAL NOTES REVISIONS 1. REFER TO SITE PLAN AND HARDSCAPE PLAN FOR DATE/DELTA REMARKS CONCRETE WALKWAYS AND GENERAL SITE INFORMATION. 2. ALL DIMENSIONS ARE SHOWN FROM FACE OF STUD, FACE OF MASONRY, CENTERLINE OF POST OR COLUMN, OR EDGE OF SLAB, U.N.O. 3. "T" TEMPERED CLEAR SAFETY GLASS FILLINGS WITH PERMANENT IDENTIFICATION MARK PER CBC 2406.2 4. ALL ELEVATIONS ARE GIVEN RELATIVE TO THE FINISH FLOOR 0'-0" 2 3 KEYED NOTES A \ \ A-41 \ \ \ \ B A-4.1 e 3 e C NOTE: NOT ALL KEY NOTES ARE USED ON THIS SHEET A B P. 13 \ A A \ : \ e 7/8" PLASTER SYSTEM WITH FINE SAND FINISH FOAM CORNICE WITH SMOOTH TROWEL PLASTER 22,-0" a FINISH; RE 5/A-5.0 FOR CONSTRUCTION DETAILS T.O. PARAPET e3 ALUCOBOND STEEL CITY SILVER MICA COOL-20 CIO ALUMINUM COMPOSITE PANEL; JOINTS AS DIMENSIONED ON ELEVATIONS, INSTALL PER DETAIL 17/A-5.0 & • 22/A-5.0 - - - TE- , NT 4 CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW uJ e FRAME ��N/ EQ.. 7'-0 - -- EQ.' 14'-6" 1 "T" O T.O. SOFFIT i e " INSULATING LOW E GLASS PANELS DENOTES ` TEMPERED "SAFETY" GLAZING AS PER CBC SEC. a r . W LL2406, CLEAR U.N.O. >= Lu e. B.O. SOFFIT e TENANT SIGNAGE UNDER UNDER SEPERATE PERMIT; Q ; • REFER TO ELEC. DRAWINGS FOR "J" BOX LOCATIONS 10'-0" T.O. STOREFRONT 9'-8- AND LAYOUT TYP AT ALL LOCATIONS U C.L. LIGHT FIXTURE \ \ er eEXTERIOR DOOR; RE. DOOR SCHEDULE ON A-6.0 Q J T 7'_0" O .i. \ \ T.O. DOOR e LIGHT FIXTURE; RE. ELECTRICAL Z ^ U w T \ T T \ T co Q� T3' e ELECTRICAL SWITCHGEAR, PAINTED; RE. ELECTRICAL 2 W -6" � T.O. HANDRAIL � in MO FTVERTICAL PLASTER CONTROL JOINT. RE:13/A-5.0T T \ T T \FINISHEDT11NISHED FLOOR \ \ FINISHED FLOOR HORIZONTAL CONTROL JOINT. RE:12/A-5.0 O 1D N O 12 METAL ROOF ACCESS LADDER, SEE 7/A-5.0 13 1" REVEAL; SEE DETAIL 21/A-5.0 W 1 Z CMU WALL � WEST ELEVATION L SCALE: 0- WZOO T- oCV ,(,^ T_ T (.0O o QWn1 - (J � Cc LO COLOR LEGEND a :) Q Q (r Cc U) � e PAINTED FINISH; - O � 00J - - ) � ePAINTED FINISH; - W O W U W N 1 2 e J I- �:U) i 10 2 A-4.2 2 3 1 A_4P 8 2 4 C PAINTED FINISH; - _ � m U \ \ \ \TYP. \ \ W T wU � O \ \ 11 12 \ A A A \ J_ Q Y Z U mol� 22'-0" W T.O. PARAPET • • NOTE: — U O W 0) PRIOR TO PAINTING THE BUILDING, CONTRACTOR TO PROVIDE m Q m CO Z d 4'X4' MIN. MOCK-UP OF ALL EXTERIOR PAINT COLORS, ON ACTUAL MATERIALS AND FINISHES, FOR ARCHITECT'S AND OWNER'S ON SITE APPROVAL. 14'-6" T.O. SOFFIT B.O. SOFFIT • ' 0 7'-0" T.O. DOOR �NSED ARoll ;G ES S• B/C F�f C-20925 06-15 S� pWE �0'-0-0" lF OF OpL\F�� FINISHED FLOOR The Dim 4m amip n nb and design mftw a nprteenlad by We drain n onmd by,ad ae We pmpnly of EM OIOER W.and wm awW and derdwW W*fa om m,aM n cwft,6m e9h Wu epwft pm*L and diol nd be aeW,in 0*a in pt fn ani'puTw I 1 6r*h d ood�1°4d°*Id'idW"tl"d wftm pvmadm fan A-5.0 o CMU WALL WOOD WALL SHEET TITLE: ELEVATIONS I I I I SUB DATE 06/13/14 BID DATE DATE: DRAWN BY: LR UTH ELEVATION JOB KE 12830 &!_� CHECKED BY: JSB SHEET NUMBER: A-2 .2 PA2014- 111 Attachment No . ZA 4 - Project Plans GENERAL NOTES REVISIONS 1. ALL OCCUPIABLE SPACES TO BE INSULATED WITH MIN. DATE/DELTA REMARKS R-19 IN EXTERIOR WALLS AND R-30 IN CEILING/ROOF SPACES; VERIFY WITH TITLE 24 2. REFER TO STRUCTURAL DRAWINGS FOR SIZES AND CONNECTIONS OF ALL STRUCTURAL ELEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING. 3. THE PURPOSE FOR ALL BUILDING SECTIONS IS TO HELP CLARIFY DESIGN INTENT. REFER TO FLOOR PLANS, CEILING PLANS, ROOF PLANS, ELEVATIONS, ETC. WHERE DISCREPANCIES OCCUR NOTIFY ARCHITECT PRIOR TO COMMENCING OR PROCEEDING WITH WORK. KEYED NOTES 1 11 3 NOTE: NOT ALL KEY NOTES ARE USED ON THIS SHEET A-4.0 4 4 q 22'-0" - A-4.1 22'-0" BEAM RE: STRUCTURAL I- - - - - - - - - - - - - - - - - I I 0 STOREFRONT GLAZING RE: EXTERIOR ELEVATIONS T.O. PARAPET 11 I I I T.O. PARAPET I 10 10 I I I I 1 � EXISTING 8" CMU WALL; RE: STRUCTURAL 5 I I I I ® H.V.A.C. PACKAGE UNITS RE: TO MECHANICAL FOR I I I g FURTHER INFORMATION. IF ANY DISCREPANCIES 6 1616 16 BETWEEN ARCHITECTURAL AND MECHANICAL PLEASE NOTIFY ARCHITECT PRIOR TO COMMENCEMENT OF I I I rI I 5i WORK. SEE MECH. FOR SIZE & LOCATION. 1 iII EXTERIOR PLASTER SYSTEM AT WOOD FRAMING 7/s" Q d6 ll i I STUCCO OVER 2-TYPE "D" BLDG. PAPER AND MTL 7 I LATH OVER EXTERIOR GRADE PLYWOOD; AT CMU Lu 7 1 24 I WALL Y2" STUCCO 9 I / 207 I I I 7 i © WOOD STUD FRAMING RE: STRUCTURAL O R-19 BATT INSULATION IN WALL TYP. Lu LL 1 9'-0" ® FOOTING RE: STRUCTURAL W J I T.O. EXISTING CMU I I 1 ❑9 R-30 KRAFT FACED INSULATION UNDER ENTIRE Q I 125 A I ROOF. TYP. L) 11 1 1 3 (n V ASPHALT SHINGLES ON BACKSIDE OF PARAPETS Q .. WHERE BELOW PRIMARY PARAPET LINE ONLY J T 1 0 w 1 O .i. CUSTOM FOAM MOLDED CORNICE W/SMOOTH TROWEL I I U I I FINISH RE: 5/A-5.0 Z Q 12 1 22 I 12 Q I I 1 12 SIDEWALK AS SHOWN ON SITE PLAN N Lu 0'-0" I I 0'-0" 13 REFER TO SHEET A-6.0 FOR DOOR TYPES AND LL FINISHED FLOOR .. . .•: ® FINISHED FLOOR SCHEDULES - - - - - - - - - - - - { - - - 14 GALV. STEEL HALF ROUND DORMER ATTIC VENT (MIN. 49 J om SQ. INCH FREE AREA) IN LOCATIONS SHOWN ON ROOF N 6 8 PLAN ON A-1.1; LOCATE 50% HIGH AND 50% LOW WITH Ya" INSECT SCREEN N 0^ 3 3 li 15 ACCESS PANEL DORMER. SEE, 19/A-5.0 TYPICAL AT ALL TENANT SIGNAGE LOCATIONS BUILT-UP 4 PLY WITH T-24 CAP SHEET ROOFING; W 16 SEE ROOF PLAN Z 17 3/8"X3" STEEL BAR WELDED TO LADDER; ANCHOR TO WALL WITH 1/2"0 BOLTS WITH EPDXY PER M STRUCTURAL W 8 8 1g STEEL LADDER WITH 3/8"X3" STEEL BAR SIDE RAILS 2 BUILDING SECTION AND 3/4"0 STEEL RUNGS AT 12" O.C., TYP. SCALE: 1/4"=1'-0° ❑ ig JL INDUSTRIES LP-4 42" SAFETY POST LADDER GUARD PO ROOF FRAMING RE: STRUCTURAL 21 EXTERIOR SWITCHGEAR, RE: ELECTRICAL 0- W Z O O r ON (D � 22 CONCRETE SLAB PER STRUCTURAL; SEE FLOOR PLAN r O O FOR EXTENT Q W N O U � 23 MIRADRI M860 OVER MIRADRAIN 2000, MIRADRAIN O O - O U7) CAULKING/MASTIC 702 AT ALL FOOTING TO STEM 01 ::) Q 1 Q INTERFACES Cc U) U O 24 STEEL COLUMN; RE:STRUCTURAL ``T�� U C) � _ 0) � 25 R-13 BATT INSULATION IN WALL TYP. V 0 W , W O lr 0 a� 26 5/8" TYPE "X" GYP. BD. EVERY 100'-0" MAX. (TYP.) O Q r FOR DRAFT STOPPING J U) W r 27 FRENCH DRAIN CONNECTING TO EXISTING AREA DRAIN W uJ = O .� 7 Q 0 1 t Y ZpC � � Q U Zm0 � A-4.2 4 A-4.1 - - - - - - - - - - 22'-0" I 1 1 I 22'-0" Jk W O d' T.O. PARAPET 11 1 I I 10 1 T.O. PARAPET — Y O O I 10 11 U O W 1 I 15 6 I 6 I 16 I 5 I 16 1 16'-11" . 5 I I - - - - - �- - -- i T.O.S. (HIGH PT) in 14'-10 1/2" I I - - I 14'-6" ____.-- IV T.O.S. (LOW PT) /'• I I T.O. SOFFIT I 1 20. I 9 20 1 I I 1 1 1 B.O. SOFFIT 1 I 10' 9'-0" I 25 I 1 T.O. EXISTING CMU I I I i T.O. STOREFROONTNT I I 1 CD I I 1 ED AR o I I 1 2 °RNs s. B/Cky�'Fo Ff f p v 12 1 22 1 1 12 J� 15 \Q 1 1 1 1WE qTF 0 \Eo�a 0'-0" I I 0'-0" F CAS FINISHED FLOOR "'' I: ;.','•.'• FINISHED FLOOR 6 n.pima,499 amgaomm and dmp iidmled a mpmmtad M the &auiy w arced by,and ae the paP.q of Lam MOW=.ab nue aeded and dmdoped W*fa um m,aid in camec6m eBh Me epwft p*L and diol not be Lead in 0*a in paf,for my puww for*Kh d"ase not w**iMmded elhout wftm pvme ham 3 Lam MDOM o t 2014 3 SHEET TITLE: 23 27 BUILDING SECTIONS 8 8 SUB DATE 06/13/14 BID DATE DATE: DRAWN BY: LR BUILDING SECTION JOB K12830 1 CHECKED BY: JSB SCALE: 1/4"=t'-O" SHEET NUMBER: A=390L] 3e PA2014- 111 Attachment No . ZA 4 - Project Plans GENERAL NOTES REVISIONS 1. ALL OCCUPIABLE SPACES TO BE INSULATED WITH MIN. DATE/DELTA REMARKS R-19 IN EXTERIOR WALLS AND R-30 IN CEILING/ROOF SPACES; VERIFY WITH TITLE 24 2. REFER TO STRUCTURAL DRAWINGS FOR SIZES AND CONNECTIONS OF ALL STRUCTURAL ELEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING. 3. THE PURPOSE FOR ALL BUILDING SECTIONS IS TO HELP CLARIFY DESIGN INTENT. REFER TO FLOOR PLANS, CEILING PLANS, ROOF PLANS, ELEVATIONS, ETC. WHERE DISCREPANCIES OCCUR NOTIFY ARCHITECT PRIOR TO COMMENCING OR PROCEEDING WITH WORK. 15 EQUAL RISERS ® 11" KEYED NOTES NOTE: NOT ALL KEY NOTES ARE USED ON THIS SHEET ❑i BEAM RE: STRUCTURAL �2 STOREFRONT GLAZING RE: EXTERIOR ELEVATIONS �3 EXISTING 8" CMU WALL; RE: STRUCTURAL ® H.V.A.C. PACKAGE UNITS RE: TO MECHANICAL FOR FURTHER INFORMATION. IF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND MECHANICAL PLEASE NOTIFY ARCHITECT PRIOR TO COMMENCEMENT OF Cn q9..>: WORK. SEE MECH. FOR SIZE & LOCATION. 15 STEPS EXTERIOR PLASTER SYSTEM AT WOOD FRAMING 7/e" Cn 11" TREADS STUCCO OVER 2—TYPE "D" BLDG. PAPER AND MTL u LATH OVER EXTERIOR GRADE PLYWOOD; AT CMU z WALL Y2" STUCCO 0 WOOD STUD FRAMING RE: STRUCTURAL 0 UJ um R-19 BATT INSULATION IN WALL TYP. UJ um ® FOOTING RE: STRUCTURAL > W J Or R-30 KRAFT FACED INSULATION UNDER ENTIRE //Q♦♦ V � 11" ROOF. TYP. TYP. 10 ASPHALT SHINGLES ON BACKSIDE OF PARAPETS ., WHERE BELOW PRIMARY PARAPET LINE ONLY ® J T 11 CUSTOM FOAM MOLDED CORNICE W/SMOOTH TROWEL O ' ♦•1� o FINISH RE: 5/A-5.0 Z Q SIDEWALK AS SHOWN ON SITE PLAN W 3'-4" SCHEDULES A-4.0 m REFER TO SHEET A-6.0 FOR DOOR TYPES AND 13 8 ' v v II=111=III II=III I=III=III=III=111=III=III=III III=III=III III=III=III=III=III=III=III=III=III=III III III III=III=III=III=III III=III=111=III=11 14 GALV. STEEL HALF ROUND DORMER ATTIC VENT (MIN. 49 N ° SQ. INCH FREE AREA) IN LOCATIONS SHOWN ON ROOF I.L 1=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 1=111=111=111=1 1=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 PLAN ON A-1.1; LOCATE 50% HIGH AND 50% LOW WITH ® N STAIR ENLARGED PLAN STAIR SECTION INSECT SCREEN N O 5 _ _ -III-111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=11 4 _ _ 0. scALE: 1/2°-1' 0° SCALE: 1/2"-1' 0° ACCESS PANEL DORMER. SEE, 19/A-5.0 TYPICAL III III III„I 1_I III III„I 1_I III III„I 1_I III III„I 1_I III III„III III III III„III III III III„III III III III„III III III„III III III III 15 AT ALL TENANT SIGNAGE LOCATIONS 16 BUILT—UP 4 PLY WITH T-24 CAP SHEET ROOFING; W SEE ROOF PLAN z 17 3/8"X3" STEEL BAR WELDED TO LADDER; ANCHOR TO WALL WITH 1/2"0 BOLTS WITH EPDXY PER STRUCTURAL 1g STEEL LADDER WITH 3/8"X3" STEEL BAR SIDE RAILS AND 3/4"0 STEEL RUNGS AT 12" O.C., TYP. ig JL INDUSTRIES LP-4 42" SAFETY POST LADDER GUARD PO ROOF FRAMING RE: STRUCTURAL Y� 21 EXTERIOR SWITCHGEAR, RE: ELECTRICAL W z O O r `� r l A-5.0 A-5.0 — — A-5.0 CONCRETE SLAB PER STRUCTURAL; SEE FLOOR PLAN — r CO LO / — — — — 22'-0” — — — — 22'-0” fi 22'-0” — — 22 FOR EXTENT � ~ O O O I I T.O. PARAPET ` I I T.O. PARAPET ` ` T.O. PARAPET I Q W N U 11 I 11 11 I 10 23 MIRADRI M860 OVER MIRADRAIN 2000, MIRADRAIN O U O Lf)10 ° 10 CAULKING/MASTIC 702 AT ALL FOOTING TO STEM a- � Q Q I I I I INTERFACES U 5 14 5 5 24 STEEL COLUMN; RE:STRUCTURAL 0 _ � L � v0w = � � 16 25 R-13 BATT INSULATION IN WALL TYP. 0 W L� w p s s s � Q � 26 5/8” TYPE "X” GYP. BD. EVERY 100'-0” MAX. (TYP.) O r 16 16 FOR DRAFT STOPPING —� u) W r 1426 26 — C[ m U A-5.o 27 FRENCH DRAIN CONNECTING TO EXISTING AREA DRAIN W w = O 16'-11” � 26 14 — U r T.O.S. (HIGH PT) 14 _ _ _ 16 A-50 � Z) — O — —� 7 5 — — 7 VARIES VARIES ( (SEE ROOF PLAN) , , (SEE ROOF PLAN) J 0_ 11111 OOO81 100 0 111111011111011 ; T.O.S. T.O.S. � 000000 0 000 810 1511 000 _00081 — Er W O � � J I ) U O W 0) 14'-6” fi 9 I 14'-6” 7 g m CO C0 Z 20 I i T.O. SOFFIT ' I T.O. SOFFIT . I I I I 0 I 20 i I 20 Q I I � I � 17 I - - - - - JI B.O. SOFFIT ' 17 - - - - - -I B.O. SOFFIT ' oa� � LJLJ L�Ooe._ A-5.0 I^ I O - - -I - I 10'-0" - - - - - - - - - - - 13 - - - -I I 10'-0" - - ( J T.O. STOREFRO ( J T.O. STOREFRON ' 13 A-6.0 A-6.0 3 ARO ca B/OkFflFcr I 17 >CC * c-2M5 A-6.0 06-15 �f �` �Q qT WE 13 >::�3 F of, CAV�E� 12 � (— 1 The pqs,idem,l by, anmm and doper udiM ar represented a nus m me awed d and ma na prepay of rpm utmorxo00,ma spe cream*and dd r eddy fm dee m,and n ammmnm.nn m epm8's Pmmal,and d mt he used,m O a in pmt.mE wry pmpme I` J � for Wd SIM UIIDF�R'MOO�D 0 2014 mended vUnul rrillen pammsim fmm 16 11 � 1 SHEET TITLE: 22 12 A-60 22 12 A-6.0 12 �J�. I o'—o" I o'—o" o'—o" I WALL SECTIONS IFINISHED FL00 ' ° I FINISHED FL00 ' ` INISHED FLOOR 1 I a a I I a o 1 I ° I B 8 B SUB DATE 06/13/14 BID DATE DATE: DRAWN BY: LR WALL SECTION WALL SECTION WALL SECTION JOB NO: 12830 CHECKED BY: JSB 3 SCALE: 1/2"=1'-0" 2 SCALE: 1/2"=1'-0" � SCALE: 1/2"=1'-0" SHEET NUMBER: A-4.0 39 PA2014- 111 Attachment No . ZA 4 - Project Plans GENERAL NOTES REVISIONS 1. ALL OCCUPIABLE SPACES TO BE INSULATED WITH MIN. DATE/DELTA REMARKS R-19 IN EXTERIOR WALLS AND R-30 IN CEILING/ROOF SPACES; VERIFY WITH TITLE 24 2. REFER TO STRUCTURAL DRAWINGS FOR SIZES AND CONNECTIONS OF ALL STRUCTURAL ELEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING. 3. THE PURPOSE FOR ALL BUILDING SECTIONS IS TO HELP CLARIFY DESIGN INTENT. REFER TO FLOOR PLANS, CEILING PLANS, ROOF PLANS, ELEVATIONS, ETC. WHERE DISCREPANCIES OCCUR NOTIFY ARCHITECT PRIOR TO COMMENCING OR PROCEEDING WITH WORK. KEYED NOTES NOTE: NOT ALL KEY NOTES ARE USED ON THIS SHEET ❑1 BEAM RE: STRUCTURAL �2 STOREFRONT GLAZING RE: EXTERIOR ELEVATIONS �3 EXISTING 8" CMU WALL; RE: STRUCTURAL ® H.V.A.C. PACKAGE UNITS RE: TO MECHANICAL FOR FURTHER INFORMATION. IF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND MECHANICAL PLEASE NOTIFY ARCHITECT PRIOR TO COMMENCEMENT OF WORK. SEE MECH. FOR SIZE & LOCATION. EXTERIOR PLASTER SYSTEM AT WOOD FRAMING 7/s" Q STUCCO OVER 2-TYPE "D" BLDG. PAPER AND MTL LATH OVER EXTERIOR GRADE PLYWOOD; AT CMU uJ7 WALL Y2" STUCCO © WOOD STUD FRAMING RE: STRUCTURAL O �7 R-19 BATT INSULATION IN WALL TYP. W UL ® FOOTING RE: STRUCTURAL > W J �9 R-30 KRAFT FACED INSULATION UNDER ENTIRE Q ROOF. TYP. / 1 10 ASPHALT SHINGLES ON BACKSIDE OF PARAPETS (n V.. WHERE BELOW PRIMARY PARAPET LINE ONLY Q J T 11 CUSTOM FOAM MOLDED CORNICE W/SMOOTH TROWEL O •� ♦i• FINISH RE: 5/A-5.0 Z Q 1P SIDEWALK AS SHOWN ON SITE PLAN N 13 REFER TO SHEET A-6.0 FOR DOOR TYPES AND Lu m M SCHEDULES Y�.1 14 GALV. STEEL HALF ROUND DORMER ATTIC VENT (MIN. 49 w' SQ. INCH FREE AREA) IN LOCATIONS SHOWN ON ROOF N LL PLAN ON A-1.1; LOCATE 50% HIGH AND 50% LOW WITH Ya" INSECT SCREEN N 15 ACCESS PANEL DORMER. SEE, 19/A-5.0 TYPICAL AT ALL TENANT SIGNAGE LOCATIONS 16 BUILT-UP 4 PLY WITH T-24 CAP SHEET ROOFING; W SEE ROOF PLAN Z 17 3/8"X3" STEEL BAR WELDED TO LADDER; ANCHOR TO WALL WITH 1/2"0 BOLTS WITH EPDXY PER M STRUCTURAL W 1g STEEL LADDER WITH 3/8"X3" STEEL BAR SIDE RAILS AND 3/4"0 STEEL RUNGS AT 12" O.C., TYP. ig JL INDUSTRIES LP-4 42" SAFETY POST LADDER GUARD PO ROOF FRAMING RE: STRUCTURAL - Y� Y� 21 EXTERIOR SWITCHGEAR, RE: ELECTRICAL W z O O T-- 0 C V (p � - - A-5.0 - - - - A-5.0 - - - - A-5.0 22 CONCRETE SLAB PER STRUCTURAL; SEE FLOOR PLAN r O O / - 22'-0" 22'-0" 22'-0" FOR EXTENT ~ O 11 T.O. PARAPET I I 11 T.O. PARAPET II I I I 19 11 T.O. PARAPET Cc W U I MIRADRI M860 OVER MIRADRAIN MIRADRAINO10 10 . , U7) - 10 I CAULKING/MASTIC 702 AT ALL FOOTING TO STEM W Q Q — — — — I — — INTERFACES I 24 STEEL COLUMN; RE:STRUCTURAL ! , O _ 5 5 I I 5 U /T� V w = O I 25 R-13 BATT INSULATION IN WALL TYP. �.J w w U \ 6 6 I I 6 O � N 1 26 5/8" TYPE "X" GYP. BD. EVERY 100'-0" MAX. (TYP.) Q r FOR DRAFT STOPPING J I— W r 2s 2s I 12s — 01 co U 27 FRENCH DRAIN CONNECTING TO EXISTING AREA DRAIN W III = O 1 .� 16 16 16 I = E3 14 14 1 16'-11" A-5.0 - A_50 T.O.S. (HIGH PT) Z) r - O I - l 7 - - - VARIES T ! , U J m d 16' 11" (SEE ROOF PLAN) ` - - U 88888 8MA88 &_ T.O.S. (HIGH PT) - - T.O.S. _ U 00 W 0 - - � 9 9 1 - - - - - � 14'-6" I^ � , 14'-6" - - - - - m Q m r�i z a 1 T.O. SOFFIT I T.O. SOFFIT 20 C> 20 11 I I I 1 I 1 1 I I I I 17 - - - - - B.O. SOFFIT 17 r- - - B.O. SOFFIT A-5.0 i A-5.0 I1w 13 I l T.O. STOREFRON 13 ( J T.O. STOREFRON iO- T.O. EXISTING CMU 3 3 �NSED ARoll B/CkF F�f 'p� t * 10925 06-15 s� E �Q qTF OF CAl�EO�� A,6.0 - f i I I I I ..e caabd and edey r« _ some 6ea.9n mb &a*q n omed ty,and=the pope4 of 6M LWOW=.and v in pt V fm*Kh epwft Mq. mt a ip*intended whout wftm rm'um�onWlmm NOR L401IMM*1014 SHEET TITLE: 11 1 11 12 _ _ 12 A-6.0 _ _ 12 A-6.0 0'-0" -$ 1'' `' FINISHED F0L00 . 1 FINISHED FL00 A' ' SECTIONS NS FINISHED FLOO .. v ".v c. . �. ° v' ,v v. WALL J��r1IOI�IJ I ` 8 8 SUB DATE 06/13/14 BID DATE DATE: DRAWN BY: LR WALL SECTION WALL SECTION WALL SECTION JOB NO: 12830 CHECKED BY: JSB 3 SCALE: 1/2"=1'-0" 2 SCALE: 1/2"=1'-0" � SCALE: 1/2"=1'-0" SHEET NUMBER: A-4.1 40 PA2014- 111 Attachment No . ZA 4 - Project Plans GENERAL NOTES REVISIONS 1. ALL OCCUPIABLE SPACES TO BE INSULATED WITH MIN. DATE/DELTA REMARKS R-19 IN EXTERIOR WALLS AND R-30 IN CEILING/ROOF SPACES; VERIFY WITH TITLE 24 2. REFER TO STRUCTURAL DRAWINGS FOR SIZES AND CONNECTIONS OF ALL STRUCTURAL ELEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING. 3. THE PURPOSE FOR ALL BUILDING SECTIONS IS TO HELP CLARIFY DESIGN INTENT. REFER TO FLOOR PLANS, CEILING PLANS, ROOF PLANS, ELEVATIONS, ETC. WHERE DISCREPANCIES OCCUR NOTIFY ARCHITECT PRIOR TO COMMENCING OR PROCEEDING WITH WORK. KEYED NOTES NOTE: NOT ALL KEY NOTES ARE USED ON THIS SHEET ❑1 BEAM RE: STRUCTURAL ❑2 STOREFRONT GLAZING RE: EXTERIOR ELEVATIONS ❑3 EXISTING 8" CMU WALL; RE: STRUCTURAL ® H.V.A.C. PACKAGE UNITS RE: TO MECHANICAL FOR FURTHER INFORMATION. IF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND MECHANICAL PLEASE NOTIFY ARCHITECT PRIOR TO COMMENCEMENT OF WORK. SEE MECH. FOR SIZE & LOCATION. ❑ EXTERIOR PLASTER SYSTEM AT WOOD FRAMING 7/6" Q STUCCO OVER 2-TYPE "D" BLDG. PAPER AND MTL LATH OVER EXTERIOR GRADE PLYWOOD; AT CMU uJ7 WALL Yz" STUCCO © WOOD STUD FRAMING RE: STRUCTURAL O ❑7 R-19 BATT INSULATION IN WALL TYP. W UL ® FOOTING RE: STRUCTURAL > W J ❑9 R-30 KRAFT FACED INSULATION UNDER ENTIRE Q ROOF. TYP. / 1 10 ASPHALT SHINGLES ON BACKSIDE OF PARAPETS (n V.. WHERE BELOW PRIMARY PARAPET LINE ONLY Q J T > > CUSTOM FOAM MOLDED CORNICE W/SMOOTH TROWEL O •� ♦i• FINISH RE: 5/A-5.0 Z Q 1P SIDEWALK AS SHOWN ON SITE PLAN N 13 REFER TO SHEET A-6.0 FOR DOOR TYPES AND Lu m M SCHEDULES Y�.1 ,4 GALV. STEEL HALF ROUND DORMER ATTIC VENT (MIN. 49 w' SQ. INCH FREE AREA) IN LOCATIONS SHOWN ON ROOF N LL PLAN ON A-1.1; LOCATE 50% HIGH AND 50% LOW WITH Ya" INSECT SCREEN N 15 ACCESS PANEL DORMER. SEE, 19/A-5.0 TYPICAL AT ALL TENANT SIGNAGE LOCATIONS ,6 BUILT-UP 4 PLY WITH T-24 CAP SHEET ROOFING; W SEE ROOF PLAN Z 17 3/8"X3" STEEL BAR WELDED TO LADDER; ANCHOR TO WALL WITH 1/2"0 BOLTS WITH EPDXY PER M STRUCTURAL W 1g STEEL LADDER WITH 3/8"X3" STEEL BAR SIDE RAILS AND 3/4"0 STEEL RUNGS AT 12" O.C., TYP. �g JL INDUSTRIES LP-4 42" SAFETY POST LADDER GUARD PO ROOF FRAMING RE: STRUCTURAL - p1 EXTERIOR SWITCHGEAR, RE: ELECTRICAL W z O O T A-5.0LO 22'-0" 22'-0" 22'-0"A-5.0 A-5.0 22 CONCRETE SLAB PER STRUCTURAL; SEE FLOOR PLAN T O p - - - - - - - - - - - ❑ H FOR EXTENT � � O I I T.O. PARAPET T.O. PARAPET I I T.O. PARAPET I I Q LLIIx N U 11 11 II 11 I I 23 MIRADRI M860 OVER MIRADRAIN 2000, MIRADRAIN O ,o ,0 ,o O O LO I I CAULKING/MASTIC 702 AT ALL FOOTING TO STEM 01 Q Q INTERFACES IY U) U O 5 5 5 24 STEEL COLUMN; RE:STRUCTURAL C'3U ° w = 0) ri' 25 R-13 BATT INSULATION IN WALL TYP. ° W LL s s w O " Q ITT— N 26 FOR DRAFT STOPPING BD. EVERY 100'-0" MAX. (TYP.) J O W T It 2s zs 2s — >� 27 FRENCH DRAIN CONNECTING TO EXISTING AREA DRAIN W III = O .� 16 16 14 16 = z ° C1Lo A-5.0 (- - 7 VARIES 7 14 7 14 J m d r (SEE ROOF PLAN) (\ T.O.S. O � O 14'-10 1/2" 14'-10 1/2" MM U (0 W 9 I i 14'-6" T.O.S. (LOW PT) T.O.S. (LOW PT) W Q m CO z 0_ 1S I I T.O. SOFFIT - - - - I 20 I 20 20 I I I I I 17 - - - - - B.O. SOFFIT A-5.0 10'-0" I T.O. STOREFRON 21 91-0" A-5.0 T.O. EXISTING CMU f � I I ;p�SS• BIRkFfvF�f LASED ARoyl * C-20925 06-15 Sf �Q 11aE 9TF OF OAS\F�� The plme,tdem am p nme and deagm ndmted m rprtemtad M the &a*q n omed by,and ae the peaty of EM MOW=.and wm awW and derdaped Baldy far me m,and'n comeabw e6h Me pmik polea6 and dnb nd be med,in nhae a in pat Por any purpm fm Whish the a nd w**idmded e6Mut w tm pame han NOR IRUOMM*1014 6 - 18 A-5.0 5. SHEET TITLE: - - - - - - - - - A- 0 -� I I 01-0" 0'-0" I o'—o" WALL SECTIONS FINISHED FL00 io- INISHED FLOOR ® I' INISHED FLOOR I 4 a a q1 SUB DATE 06/13/14 BID DATE DATE: DRAWN BY: LR WALL SECTION WALL SECTION WALL SECTION JOB NO: 12830 CHECKED BY: JSB 3 SCALE: 1/4"=1'-0" 2 SCALE: 1/4"=1'-0" � SCALE: 1/4"=1'-O" SHEET NUMBER: A-4.2 �2 PA2014- 111 Attachment No . ZA 4 - Project Plans MECH. EQUIPMENT 4" SHAPED WOOD CURB, SEE STRUCTURAL DRAWINGS FIBERGLASS CAP SHEET SLOPE 1/4" REVISIONS PER FOOT MIN. 20 GA. G.I. FLASHING WITH INSTALL FACTORY CURB PLATFORM PER VIBRATION ISOLATOR 3/4" WOOD SHIM CONTINUOUS CLEAT DATE/DELTA REMARKS MECHANICAL DRAWINGS MOUNTING BASE FLASHING FASTENER @ 6" O.C. 2 PLIES FIBERGLASS FELT 3/4" PLYWOOD 24 GA. G.I. 1 -PC COUNTERFLASHING INSERT SECURED LEAD COLLAR ROOFING MASTIC NOTES: SHEATHING USING 3/8" HEAD SCREW THROUGH 5/8" FIBERGLASS BASE SHEET 3 - VANDAL - PROOF SET 1. ANY SECUREMENT OF UNITS OR SUPPORTS MODIFIED BITUMEN 1.. STEEL/NEOPRENE WASHER @ 12" O.C. W/24 GA. G.I. SCREWS - TYP. a INTO THE HORIZONTAL PLATFORM SURFACE SHALL BE MEMBRANE, SET INTO FLASHING PAN @ UNDERSIDE OF MECHANICAL UNIT PERMASEAL, TYP. MECHANICAL FASTENERS @ 24" O.C. THROUGH SOLID 1/4" NEOPRENE GASKET. APPLY HOT ASPHALT MODIFIED BITUMEN FLASHING MEMBRANE 12" WIDE STRIP OF INVERTED ROOFING 24 GA. G.I. SKIRT ELASTOMERIC SEALANT ON UNDERSIDE AND TOP OF FIBERGLASS BASE MODIFIED BITUMEN FLASHING AT MASTIC, TYP. i N FIBERGLASS FELT FLASHING PLY I o FOAM TRIM OVER SCRATCH & BROWN GASKET IMMEDIATELY PRIOR TO INSTALLING BOLTS (BY SHEET - MECHANICALLY RIDGE AND VALLEY NAILED TO w o COATS COVERED W FIBER-GLASS OTHERS). FASTENED Y 4" FIBER CANT STRIP HOLD IN PLACE x N MESH AND COLOR COAT PER BUILT-UP ROOFING, OVER PLYWOOD SHEATHING OVER FIBERBOARD TAPER STRIP NAILED Z w - ROOFING MANUFACTURER'S SPEC. 2. INSTALL PLYWOOD CRICKET ON HIGH SIDE OF _ a r- PLATFORM 24" OR WIDER. MITER PLYWOOD CRICKET g v 2, ROOF STRUCTURE TO DECK n 2" TRIM SIZE TO MEET FLUSH WITH DECK AND PLATFORM. PLATFORM 0 INVERTED FIBERGLASS CAP SHEET THREE TAB COMPOSITION SHINGLES SHALL BE RAISED AS NECESSARY TO EXTEND A �a +-, PLYWOOD SHEATHING OVER BUILDING PAPER INSTALL PER MINIMUM 7-1/2" ABOVE THE CRICKET (WHERE � o REQUIRED). � MANUFACTURER'S SPECIFICATIONS MODIFIED BITUMEN I� I CURB OR PLATFORM MEMBRANE, SET INTO g 6— 7 1 PLYWOOD PLYWOOD CRICKET HOT ASPHALT PROVIDE STABILIZING INSULATION SEE SPECS. 2x PARAPET FRAMING 2X6 WOOD SUPPORT SUPPORTS AND SECURE (SEE STRUCTURAL) TIGHT ERI 8" NOTES: @ 6" O.C. SKIRT - TYP. SKIRT AND LEAD COLLAR BY 7/8" CEMENT PLASTER OVER �h ROOF SLOPE PLUMBING CONTRACTOR SEE METAL LATH OVER BUILDING PAPER PLYWOOD CRICKET-WHERE REQUIRED (SEE NOTE No. 2 WOOD RIPPINGS AT 16" O.C. PLUMBING SPECIFICATIONS CRICKET PLAN VIEW WOOD SHIM ABOVE) MITER PLYWOOD TO MEET FLUSH W/ 0 SEE PLUMBING FOR SIZES OF NTS PLYWOOD DECK & CURB - IF ELEVATION DIFFERENCE ALL VENTS IS MORE THAN 1/8'9, INSTALL 6" WIDE 24 GA. SHEET e HVAC PLATFORM & CRICKET METAL NAILED, FOLLOWED BY INVERTED FIBERGLASS CRICKET DETAIL TYP. VENT STACK @ROOF a PARAPET COPINGCn5 SCALE: 11/2"=1'-0" CAP SHEET (SHEET METAL BY OTHERS) (!)5 SCALE: 6"=1'-0" 1 U SCALE: 1 1/2"=1'-0" 5 SCALE: 3"=1'-0" Cn JOINT SEALER 4 PLY BUILT UP ROOFING WITH W THREE TAB COMPOSITION SHINGLES ROOF DRAIN ROOFING SYSTEM 1/4" PER FOOT SLOPE ASPHALT SHINGLES OVER BUILDING PAPER INSTALL PER ROOF SHEATHING 1/4" PER FOOT INSTALLED PER MANUF. FRAMING OF PARAPET WALL MIN. SLOPE AS PER STRUCTURAL MANUFACTURER'S SPECIFICATIONS A/ 1'-6" 2'-0" 1'-6" CONTINUOUS METAL FLASHING SPECIFICATIONS FRAMING OF ROOF BRACING PLYWOOD PLYWOOD ` O 0AS PER STRUCTURAL CAP FLASHING W WEATHER-RESISTANT ACCESS 25 GA. METAL FLASHING ASPHALT SHINGLES PANEL; 3/A-5.0 INSTALLED PER MANUF. W '7 BY JL INDUSTRIES SPECIFICATIONS BASE FLASHING 25 GA. METAL COUNTER CO 2x PARAPET FRAMING e 9 r4MK LEAD SHEET ORFLASHING t (SEE STRUCTURAL)NOTES: z. COPPER SEE FRAMING OF BRACING AS PER1 . SEE PLUMBING FOR ADDITIONAL No. 2 STRUCTURAL 4 PLY BUILT UP ROOFING 25 GA. METAL FLASHING INFORMATION 3-1/2" MIN. CANT STRIPOFLOW DRAIN 2.IN ROOFING CONTRACTOR TO L SLEEVE SEE BUILT-UP ROOFING OVER a INSTALL 4 Ib. LEAD SHEET OVER SPECS CANT STRIP COMPLETED ROOF SHEATHING. MANUF. FRAMING OF ROOF BRACING PLYWOOD SHEATHING � W 3. OVERFLOW SYSTEM INLETS AS PER STRUCTURAL SHALL BE LOCATED 2" ABOVE LOW ROOF STRUCT. RE: SECTIONS & POINT OF FINISHED ROOF SURFACE. STRUCTURAL PLANS J 4. OVERFLOW DRAINS SHALL BE ROOF DRAIN PIPE CONNECTED INDEPENDENTOFROM DRAIN THE ROOF RE: PLUMBING DRAWINGS U N O DRAIN LINES. � A TYP. ROOF / OVERFLOW DRAIN SIGNAGE ACCESS HATCH DORMER ROOF BRACE FLASHING @ROOF ROOF BRACE FLASHING @ WALL CANT STRIP 24 SCALE: 3/4'=1'-0' 19 SCALE: 1"=1'-O" 14 SCALE: 11/2"=1'-D" 9SCALE: 11/2"=1'-0" 4 SCALE.. 3"=1'-0" W NOTE: PIN NEW PAD TO j ��j ET 1 PAD O.C. #4 DOWELS / ELECTRICAL / 4 1/2" AT 12" . /� / WALL FRAMING HOUSING RE: STRUCTURAL / GALV. DRIP ONSTRUCTTYP. EXT. IONL j PROVIDE 2x RE: DETAILS / WALL FRAMING DIM. POINT BLOCKING IN RE: STRUCTURAL SOFFIT BAYS2" TYP. APPX. 3'-0" H.M. FRAME AT VENT EDGE VERIFY W/ ELEC. PLYWOOD JL INDUSTRIES ACCESS PANEL CHAMFER CORNER 1" / 0— W Z 0 0 T ° 7/8" CEMENT PLASTER OVER O r LO O 4" VENT - FRY REGLET GRADE PCS-75-V-400 OR EQUAL .. — 0 0 METAL LATH OVER 2 LAYERS TYPE Q W N 0 "� — D BUILDING PAPER 0 V WALL FRAMING —_ _ _ _ _ _ W ° III III--III ISI I III III III- � i I ° : G.I. METAL CONTROL JOINT PAINTED TO O O RE: STRUCTURAL MATCH ADJACENT STUCCO WALL 7/8" CEMENT PLASTER OVER #4 DOWELS @ I 1--i I I I I I M Ir (n Urn METAL LATH OVER 2 LAYERS 12'O.C. BOTH WAYS — — — — TYPE D BUILDING PAPER —III ° META CEMENT PLASTER OVER STEEL SILL 0 PIN TO FOUNDATION W/ III III ° METAL LATH OVER 2 LAYERS TYPE U U _ 0 #4 DOWELS @ 18" O.C. —III—III—III—III— p D D BUILDING PAPER METAL CORNER REINFORCEMENT � 0 W = \ W/ 18" EMBEDMENT °° TYPICAL AT ALL CORNERS W O W W O FOUNDATION PER D J > 1-- W r J' STRUCTURAL r SOFFIT VENT ELEC. SWITCHGEAR PAD VERT. PLASTER CONTROL JOINT PLASTER REINFORCEMENT @ CORNERS ACCESS PANEL W — w = m o 23 SCALE: 3"=1'-0" 18 SCALE 1"=1'-0" 13 SCALE: 3"=1'-0" 8 SCALE: 3"=1'-0" 3 SCALE: 3"=1'-0" \/ = z C) 01 Lo W 0 d. EXTERIOR SHEATHING 0 W 0 AS REQUIRED WALL FRAMING MM Z STIFFENERS AS REQ'D. RE: STRUCTURAL �� W m co Z W �S 0 WALL FRAMING IIIIIIIIIIIIIIIII IIIIIIIIIIII�I��IIII IIIIIIII ALUCOBOND ALUMINUM BOTTOM PANEL EXTRUSION RE: STRUCTURAL )lJUlllIUIJIJU UIJUUl1l1 U Ulf Ul1l1Uuou COMPOSITE PANEL Lof i —TOP PANEL EXTRUSION 2X SLOPED AT 1/4" PER Q�` w 0 FASTENED TO STUDS Ld V) o, M G. I. METAL CONTROL JOINT PAINTED TO `� SLOPE 1'-0" MIN. D Oz 41 DOUBLE DRY GASKET FOR ✓� 1/4° PER i'-0" MIN. All GRID — AIR/WATER SEAL MATCH ADJACENT STUCCO WALL = _ 00 WEEP LOCATION 1/2" IN. WOOD SHEATHING ¢ ° eaL 0 - M STRUCT. STUDS ° _ I STIFFENERS AS REQ'D. STIFFENERS AS REQUIRED �j = _ �� 24" O.C. CAL FASTENERS AT QD LS�p _ 7/8 CEMENT PLASTER OVER ° Li CD METAL LATH OVER 2 LAYERS TYPE N o DOr D BUILDING PAPER FOLDED PANEL AT CORNER ° ALUCOBOND6 ALUCOBOND ALUMINUM COMPOSITE - - 2 1/4" PANEL a �NSEO ARAR ;PSS S. 8/Ck4, ALUCOBOND JOINT DETAIL ALUCOBOND SOFFIT HORIZ. PLASTER CONTROL JOINT STEEL LADDER DETAIL TOP OF SOFFIT C-20M SCALE:226"=1'-0" 17 SCALE. 3"=1'-O" 12 SCALE: 3"=1'-0" 7 SCALE: 1/2"=1'-0" 2 SCALE: 1 1/2"=1'-0" 06 5 WE 9TF OF CAIXF�� CAST IRON DOWNSPOUT (FOR SIZE 7/8" CEMENT PLASTER OVER METAL EXTER. PLASTER SEE PLUMBING DRAWINGS) LATH OVER 2 LAYERS TYPE 'D' BUILDING PAPER CMU METAL LATH CAST IRON DOWNSPOUT (FOR SIZE UNI-STRUT WALL CONNECTOR, OR TW pbn W.mmngwwbad ce&mfd areprmi by BUILDING PAPER SEE PLUMBING DRAWINGS) CENTER EQ. - SPACING PER MANUFACTURE 2x WALL FRAMING (SEE STRUCTURAL) ftwN=m ^by,aemthe pmpnrofWELUNDO M,aa INSIDE PILASTER FRAMING. REQ. �"�aW damped eddy far=w,and mc=*dbirM e"' 1/2" FELT WITH CONTINUOUS CAULK JOINT to�Un. mit kWW �f'my p Ww� "FRY" REGLET No. EXTERIOR WALL PER ELEVATIONS EXT. WALL PER ELEVATIONS ANCHOR BOLT, SEE STRUCTURAL BM ermOMM©yoi4 PCS-75-100 TYPICAL DRAWINGS FOR SIZE & SPACING a I FIN. SIDEWALK CAULK SOLID AROUND PIPE 3X P.T. SILL o o o SHEET TITLE: 1/2" GAP P` o TOP OF PIPE MIN. 2" BELOW SEE ELEVATIONSFINISHED SURFACE DOWNSPOUT NOZZLE °o_._ FOR DIM HEIGHT i JAY R. SMITH MFG. CO. FIGURE # a 20 GA GAL. FLASHING WITH HEMMED v o P DIH S — — — — — — — — — — — — — 17770 INSTALL PER MANUFACTURER ° EDGE OVER 6" STRIP OF BITUTHENE STUD WALL SEE R STRUCTURAL CONTINUOUS PLASTER WEEP SCREED DAYLIGHT THRU WALL OR PILASTER a w _ { Z fgl 90° ELBOW RE: PLUMBING FOR LOCATION PROVIDE BIRD SCREEN a a a a FOUNDATION PER STRUCTURAL DRAWINGS DAYLIGHT OUT FACE OF CURB a a SLOPE TO DRAIN ,o. PER C.B.C. BUILDING PAPER N RE: PLUMBINGRECTANGULAR LOCAT ONS 90° ELBOW Z FIN. SIDEWALK OR A/C PAVING a a SUB DATE osn3na RE: CIVIL a a D RE: SITE DETAILS FOR MORE INFO 4 a a >1 1/2" EXPANSION JOINT WITH a < ° a CONTINUOUS CAULKING P BID DATE a Q - DATE: ° a 4 BUILDING FOUNDATION DRAWN BY: LR a. - - JOB NO: 12830 d. CHECKED BY: JSB PLASTER REVEAL DETAIL c ROOF DRAIN UNDER WALK ROOF OVERFLOW DRAIN THRU WALL CURB @EXTERIOR WALL CMU WALL AT SIDEWALK SHEET NUMBER: 21 SCALE: 3"=1'-0" 1 V SCALE: 1 1/2"=1'-0" 11 SCALE: 1"=1'-0" 6 SCALE: 3"=1'-0" 1 SCALE: 1 1/2"=1'-0" A-5.0 42 PA2014- 111 Attachment No . ZA 4 - Project Plans 3'-0" NOTE: REVISIONS BOTTOM OF ALL DOORS TO HAVE A 10" SMOOTH UNINTERRUPTED SURFACE. DATE/DELTA REMARKS T 3,_0„ I I i \ \ o \ \ Sk \ \ STOREFRONT DOOR HOLLOW METAL DOOR ACCESS HATCH A r/r=r o B scwc r/2•=T'-0 15 DOOR STYLES Cn SCALE: 1/2"=1'-0" V♦ Q ALL DOORS SHALL COMPLY WITH SECTION 1008 C.B.C. uJ 7/8" CEMENT PLASTER OVER METAL LATH 5/8" TYPE "X" GYP. BD. 1 . A FLOOR OR LANDING NOT MORE THAN 1 4 OVER BUILDING PAPER DOOR CLOSER IF PROVIDED SHALL HAVE AT LEAST A NP. BOTH SIDES / " BELOW THE THRESHOLD IS REQUIRED ON 3-SECOND CLOSING TIME PERIOD FROM 70° OPEN EACH SIDE OF AN EXIT DOOR. 5/8" GYPSUM BOARD WITH METAL CORNER POSITION TO 3" FROM LATCH REINFORCEMENT HEADER 2• PROVIDE SIGN W/ 1" HIGH LETTERS ON CONTRASTING BACKGROUND AT DOOR TRANSOM ` TO READ: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" F_ HEADER PER STRUCTURAL ACCESSIBLE ENTRANCE SIGN - NP AT ALL RE: STRUCTURAL W um T ACCESSIBLE ENTRANCES REFER TO DOOR SCHEDULE 3. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SHIM AS REQUIRED AND NOTES ANY SPECIFIC KNOWLEDGE. Lu ANCHOR DOOR FRAME PER MANUF. u J-MOLD - PAINT TO MATCH STUCCO SPEC. AND COVER WITH TRIM PIECE 4. ALARM LOCK AND PANIC HARDWARE PER ELECTRICAL DRAWINGS. 7'-2" A.F.F. 5. PROVIDE PILE WEATHERSTRIPPING AT HEAD, JAMB AND SILL. DIM. POINT GENERIC DOOR HANDLE, SHOWN TO COMMUNICATE "TIMELY' DOOR FRAME ee. GALV. METAL FLASH. TO WRAP CORNER REQ'D CLEARANCES ONLY. RE: TO DOOR SCHEDULE 6. FRAMES SHALL BE EITHER ALUMINUM OR HOLLOW METAL AS INDICATED. e....1 FOR ACTUAL HARDWARE REQUIREMENTS CAULKING AND BACKER ROD 7. ALL DOORS SHALL BE 1 3/4" IN THICKNESS. In O METAL DOOR FRAME j/ DOOR PER SCHEDULE 8. EXTERIOR DOORS SHALL HAVE WEATHERSTRIPPING AT THE HEAD AND JAMB, AND AQ ATTACH TO HEADER PER MANUF. SPEC. THRESHOLD AT THE SILL. 2o Lu SMOOTH, UNINTERRUPTED DURABLE SURFACE 9. ALLOW 2" FROM EDGE OF DOOR FRAME TO FINISH OF ADJACENT WALL FOR HARDWARE in M HOLLOW METAL DOOR CLEARANCES. W Lil RE: DOOR SCHEDULE 10. DOORS SHALL SWING TO A FULL OPEN POSITION, WHEN OPENING FORCE NOT TO O INTERIOR EXTERIOR EXCEED 5 POUNDS FOR EXTERIOR AND INTERIOR DOORS AND 15 POUNDS FOR FIRE 0 ENTRANCE DOOR MIN. 3'-0" DOORS IS APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE N RE: DOOR SCHEDULE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS B ) MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. (SEE CBC SECTION EXTERIOR METAL DOOR HEAD TYP. ENTRANCE / EXIT DOOR INTERIOR DOOR HEAD 1 SCALE. 3"=1'-0" )4SCALE: 1/2"=1'-0" 9 scALE: 6"=1'-0" 11 . ALL DOOR HARDWARE SHALL BE LEVER TYPE, PUSH TYPE OR PANIC TYPE. Cn LCL z 7/8" CEMENT PLASTER OVER METAL LATH 5/8" TYPE "X" GYP. BD. OVER BUILDING PAPER 10" MIN. BOTTOM RAIL DOOR PER DOOR SCHEDULE 5/8" GYPSUM BOARD WITH METAL CORNER REINFORCEMENT DBL. STUD JAMB HEADER PER STRUCTURAL RE: STRUCTURAL NOTE: SHIM AS REQUIRED PUSH-PULL LEVER PADDLE PANIC HARDWARE PROVIDE A LEVEL FLOOR ON EACH ANCHOR DOOR FRAME PER MANUF. O SIDE OF DOOR. J-MOLD - PAINT TO MATCH STUCCO SPEC. AND COVER WITH TRIM PIECE RUBBER BUMPER 10'-0" A.F.F. ON CHAIR CONC. EXPANSION JOINT DIM. POINT "TIMELY" DOOR FRAME W Z O O T GALV. METAL FLASH. TO WRAP CORNER r 1/4" THRESHOLD Q NCO FIN. FL. CAULKING AND BACKER ROD T O Ln O ° D D TITLE-24/ADA REQUIREMENTS � Q W N O ° 1/4" DROP TO HARDSCAPE STOREFRONT WINDOW FRAME DOOR PER SCHEDULE SECTION 1133B.2.5.2 DOOR HARDWARE, HANDLES, PULLS, LATCHES AND OTHER I- O R ° D OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO O O GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR CL Q Q TWISTING OF THE WRIST TO OPERATE. LEVER-OPERATED MECHANISMS, PUSH-TYPE I— ir U) (� O p o ° 1" INSULATED GLAZING, LOW-E, MECHANISMS, AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. WHEN SLIDING DOORS Q TEMPERED WHERE REQUIRED - SEE ARE FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH U C) �_ - 0 EXTERIOR ELEVATIONS AND T-24 SIDES. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED NO 0 LLJ 1: INTERIOR EXTERIOR HIGHER THAN 48" (1220mm) ABOVE THE FINISHED FLOOR. w O U W J � U)wIr- EXTERIOR DOOR THRESHOLD STOREFRONT HEAD INTERIOR DOOR JAMB DOOR NOTES W - w = o 18 SCALE: 6"=1'-0" 13 SCALE: 3"=r-o" $ SCALE: 6"=1'-0" 3 SCALE: NOT TO SCALE Y = z C P U Z 0 m � U -1 0-6 INTERIOR EXTERIOR INTERIOR EXTERIOR � U (0w °' � HARDWARE GROUP 1 DOOR SCHEDULE m Q 00 co Z 1 " INSULATED GLAZING, LOW-E, 1" INSULATED GLAZING, LOW-E, QTY. PRODUCT MANUF. MODEL # FINISH MANUFACTURER NO. TYPE SIZE MAT'L DETAIL HDWR REMARKS TEMPERED WHERE REQUIRED - SEE TEMPERED WHERE REQUIRED - SEE 1 CYLINDER LOCK BRUSHED SS TRIMCO EXTERIOR ELEVATIONS AND T-24 EXTERIOR ELEVATIONS AND T-24 1 PULL HANDLES 45 OFFSET 7191 BRUSHED SS I TRIMCO 100A A SIZE MTL 13 & 18 1 REMARKS 1 THRESHOLD 270 MATCH STRFT. I PEMKO Q 1008 A SIZE MTL 13 & 18 1 REMARKS 7'-2" A.F.F. 3'-4" A.F.F. BALANCE OF HARDWARE PROVIDED BY DOOR MANUFACTURER DIM. POINT DIM. POINT (DOOR TO HAVE CONCEALED PIVOT HINGES) 100C A SIZE MTL 13 & 18 1 REMARKS 04 C4HARDWARE GROUP 2 101A A SIZE MTL 13 & 18 1 REMARKS a O 101 B e a QTY. PRODUCT MANUF. B SIZE MTL 18 & 19 2 REMARKS MODEL # FINISH MANUFACTURER STOREFRONT WINDOW MULLION STOREFRONT WINDOW MULLION 3 HINGES FBB179 w = T—x—T7T-x-4j STEEL STANLEY 102A A SIZE MTL 13 & 18 1 REMARKS 1 LOCK L9453P 626 SCHLAGE 1 CYLINDER GUARD K-24A ALUM. KEEDEX 1028 A SIZE MTL 13 & 18 1 REMARKS STOREFRONT DOOR 1 LOCK ASTRAGAL 5000-T PL TRIMCO 1 SURFACE CLOSER 4111 H CUSH 689 LCN CLOSERS 102C B SIZE MTL 18 & 19 2 REMARKS 1 KICK PLATE K0050 10 SS TRIMCO 1 SEALS 2891AV HEAD, 290AV JAMBS PAINT TO MATCH PEMKO NOTE: 1 THRESHOLD 270 A PEMKO - SEE DETAIL 3 - DOOR NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS 1 1 DOOR BOTTOM 2221AV I PAINT TO MATCH I PEMKO 1 RAIN DRIP R199A PAINT TO MATCH REESE ENTERPRISES - SEE DETAIL 6 FOR DOOR HARDWARE INSTALL DOOR SEALS BEFORE CLOSER �NSt ARCy/i .� ES 5. BIOAF Fc 'p� C� STOREFRONT DOOR HEAD STOREFRONT MULLION * C-20926 17 scALE: 3"=1'-0" 12 SCALE: 3"=1'-0" 06-r5 sf ROM awe 9TF QF CAI�E�� INTERIOR EXTERIOR INTERIOR EXTERIOR IN Oam idem,aragmwte and deme mita d m represented by Bre 1 " INSULATED GLAZING, LOW-E, 1" INSULATED GLAZING, LOW-E, m w4 dwdwWW*fm=oa MR t Dns TEMPERED WHERE REQUIRED - SEE TEMPERED WHERE REQUIRED - SEE ' p1*tuAsWAetb81eW,inwWBOf"pt for c'n1ilm for EXTERIOR ELEVATIONS AND T-24 EXTERIOR ELEVATIONS AND T-24 020' � 14 SHEET TITLE: O STOREFRONT DOOR STOREFRONT WINDOW FRAME DOOR DETAILS 1/4" THRESHOLD CAULKING AND BACKER ROD (BOTH SIDES) SLOPE TO DRAIN N SLOPE TO DRAIN PER C.B.C. PER C.B.C. FIN. FL. —� FIN. FL. �4,. . SUB DATE 06/13/14 ° ° Q a ° 4 a 1/2" EXPANSION JOINT 4 a a 1/2" EXPANSION JOINT BID DATE a a - DATE: ° ° ° BUILDING FOUNDATION ° ° ° BUILDING FOUNDATION DRAWN BY: LR a. a. JOB NO: 12830 CHECKED BY: JSB STOREFRONT DOORSILL STOREFRONT SILL DOOR HARDWARE DOOR SCHEDULE SHEET NUMBER: 16 SCALE 3"=1'-0" 1 1 SCALE: 3"=1'-0" 6 scALE: NOT TO SCALE 1 scuE: NOT TO SCALE A=690•O 4S PA2014- 111 Attachment No . ZA 4 - Project Plans REVISIONS I fl D EDL= DATE/DELTA REMARKS EDI I [:) 0 ED D O O 0 O T (!0! 6W6goa o O WHIERD, 0 CIN CHARLES • IJ �"l IJ /�_J� TROWBRIDGE AND ASSOCIATES 17901 ROMELLE AVENUE BRISTOL AND CYPRESS Cn ® Q SANTA ANA, CA. 92705 UJ PH (714) 532-3663 FAX (714) 532-3667 2290 BRISTOL STREET Z chas2.ctaCgmail.com LANDSCAPE ARCHITECTURE LIC. # 2242 NEWPORT BEACH , CALIFORNIAa O SOILS SUITABILITY REPORT in- W J A. SOIL SAMPLES SHALL BE TAKEN AND ANALYZED IMMEDIATELY AFTER THE (e) THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMEDIAL V ROUGH GRADING PHASE HAS BEEN COMPLETED. AMENDMENTS AND FERTILIZERS IN QUANTITY AND QUALITYV INCLUDING INCORPORATION TECHNIQUES AS SPECIFIED IN REPORT. Cn B. THE LANDSCAPE CONTRACTOR SHALL BE LICENSED AND POSSESS ALL LEGAL Q O DOCUMENTATION OF THE STATE, COUNTY AND LOCAL GOVERNMENTS. (f) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULFILLING THE RECOMMENDATIONS PRIOR TO PLANTING. Z V C. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH THE LOCAL CONDITIONS AND SUCCESSFUL STANDARD PRACTICES APPLICABLE TO THE (9) IN THE CASE THAT INCONSISTENCIES SHOULD EXIST BETWEEN — W SOIL TYPE OR TYPES WITHIN THE PROJECT BOUNDARIES. ALL OPERATIONS AND LANDSCAPE PLANS, LANDSCAPE SPECIFICATIONS AND/OR SOILS ❑ ❑ \` MATERIALS SHALL BE SUBJECT TO LOCAL, STATE AND FEDERAL LAWS AND REPORT AND ITS ENSUING RECOMMENDATION, THE LANDSCAPE dnnnng ((1 (��ARCHITECT SHALL BE NOTIFIED PRIOR TO ANY FURTHER SOIL IJV' I . THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANALYTICAL PREPARATION WORK. O SOILS SAMPLING, TESTING AND REMEDIAL RECOMMENDATIONS. (h) ANALYSIS RECOMMENDATIONS SHALL INCLUDE THE RECOMMENDED 04 PLANT PIT SIZES TO INCLUDE WIDTH AND DEPTH. N O (a) LANDSCAPE CONTRACTOR SHALL SUPPLY AGRICULTURAL LT- I TITLE 5 H E ET a SUITABILITY SOIL ANALYSIS, REPORT AND RECOMMENDATIONS TO (I) THE SOILS REPORT SHALL BE MADE AVAILABLE IN A TIMELY MANNER OWNER AND TO LANDSCAPE ARCHITECT PRIOR TO ANY LANDSCAPE TO THE PROFESSIONALS PREPARING THE LANDSCAPE DESIGN PLANS LI — I I ��I GATI O N PLAN C w WORK. ( SEE LANDSCAPE SPECIFICATIONS). IN ORDER TO MAKE ANY NECESSARY ADJUSTMENTS TO THE DESIGN (b) SAMPLES SHALL BE TAKEN IN THE FIELD BY A QUALIFIED SOILS PLANS LI - 2 IRRIGATION LEGEND , Z TECHNICIAN OR OTHER APPROVED INDIVIDUAL. SOIL SAMPLING D. DRAINAGE SHALL BE PROVIDED FOR PROPER AERATION OF THE ROOT N OTES D ETAI L5 m SHALL BE CONDUCTED IN ACCORDANCE WITH LABORATORY ZONE OF ALL PLANTS AT THEIR MATURITY. THE CONTRACTOR SHALL PROTOCOL, INCLUDING PROTOCOLS REGARDING ADEQUATE PROVIDE EXPERTISE TO INSURE PROPER DRAINAGE FOR ALL PLANTS SAMPLING DEPTH FOR THE INTENDED PLANTS. PRIOR TO PLANTING. LI -3 D RI P D ETAI L5 (c) ANALYTICAL SOILS TESTING SHALL BE PERFORMED BY A CERTIFIED AGRONOMIC SOILS LABORATORY FOR ANALYSIS AND (a) METHODS MAY INCLUDE, BUT ARE NOT LIMITED TO RIPPING AND/OR LP- I TREE VINE RECOMMENDATIONS. TESTS SHALL INCLUDE A FERTILITY ANALYSIS DRILLING THROUGH IMPERVIOUS STRATA. OTHER METHODS OF WITH WRITTEN RECOMMENDATIONS PERTAINING TO NATIVE SOIL, STANDARD PRACTICE UTILIZED WITHIN THE LOCAL AREA ARE Gf�OU N DCOVEf� PLAN IMPORTED TOPSOIL AND BACKFILL MIX. SUBJECT TO APPROVAL. (d) THE SOIL ANALYSIS MAY INCLUDE BUT IS NOT LIMITED TO: SOIL LP- 2 PLANTING LEGEND , z TEXTURE, INFILTRATION RATE DETERMINED BY LABORATORY TEST OR O O T SOIL TEXTURE INFILTRATION RATE TABLE, PH, TOTAL SOLUBLE SALTS, N OTE5 * D ETAI L5 Q rr T1 0 (0 o SODIUM, PERCENT ORGANIC MATTER AND RECOMMENDATIONS WW O L5- 1 SPECIEICATION5 Er ° M , � o � Q � E WATER CONSERVATION STATEMENT MAINTENANCE PROCEDURE SCHEDULE LS- 2 SPECIFICATIONS v0) o L5-3 5PECIEICATION5 v W o IL A. IRRIGATION SYSTEMS ; B. LANDSCAPE AREAS_: w 0 O M Q LONG TERM LANDSCAPE MAINTENANCE SHALL BE THE RE5PON51BLITY OF J I— O 1— W T Q) THE PROPERTY OWNER. 1 . AUTOMATIC CONTROLLER TO BE ADJUSTED MONTHLY BY THE I . APPLYING FERTILIZER AND PER-EMERGENTS PROVIDE OPTIMUM PLANT GROWTH AND WATER CONSERVATION. W — �W O r Cn m 1 U LANDSCAPE MAINTENANCE FOREMAN AND ADJUSTED WEEKLEYTO = Er I: F-- O THIS LANDSCAPE DESIGN GROUPS PLANTS WITH SIMILAR WATER NEEDS APPLY FERTILIZER AND PRE-EMERGENTS TO ALL AREAS IN Y CE Q U TOGETHER INTO DISTINCT HYDROZONES OF LOW AND MODERATE SEPTEMBER AND MARCH, WATERING IN ALL MATERIALS U 0 M O Lo REQUIREMENTS. MOST OF THE PLANTS USED ARE DROUGHT TOLERANT. 2. LANDSCAPE MAINTENANCE CONTRACTOR TO CHECK ALL THOROUGHLY, ACCORDING TO THE MANUFACTURERS Cc z m WW> r A TWO INCH THICK LAYER OF MULCH IS USED TO RETAIN MOISTURE IN SYSTEMS EVERY OTHER WEEK BY TURNING ON THE SYSTEM MANUALLY. SPECIFICATIONS. RATES OF FERTILIZER SHALL BE DETERMINED m Q :) O > 0 THE SOIL. FROM SOIL SAMPLE APPROVED BY THE CITY AND ANALYSED BY J O W 3. LANDSCAPE MAINTENANCE CONTRACTOR TO CHECK ALL A SOILS LABORATORY. W (.0 z O a THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO USE THE LEAST SYSTEMS EVERY OTHER WEEK VISUALLY, DURING MAINTENANCE OF 0 AMOUNT OF WATER, YET STILL PROVIDING THE IDEAL WATERING FOR THE LANDSCAPE. 2. PRUNNING AND EDGING m OPTIMUM GROWTH OF THE PLANT THROUGH THE USE OF BUBBLER AND LOW ANGLE SPRAY SYSTEMS. THE IRRIGATION SYSTEMS AR GROUPED 4. ALL IRRIGATION FILTERS AT THE WYE STRAINER (AT THE EDGE ALL GROUND COVER AREAS ON A MONTHLY BASIS. PRUNE ACCORDING TO DIFFERENT HYDROZONES BASED ON EXPOSURE , BACKFLOW DEVICE) AND ALL FILTERS AT DRIP IRRIGATION VALVES TO BE SHRUBS AND TREES TO ENHANCE THEIR NATRUAL SHAPE, ORIENTATION AND PLANT VARIETIES WITH SIMILAR WATER CLEANED WEEKLEY. KEEPING AREAS CLEAR FOR TRAFFIC. REMOVE ALL DEAD WOOD ' REQUIREMENTS. THE IRRIGATION SYSTEM USES BUBBLERS AND LOW 5. CHECK RAIN SHUT OFF DEVICE AT THE BEGINNING OF THE RAINY IN THE FALL. WHEN PRUNNING OR EDGING DO NOT SHEAR OR FLOW SPRINKLER HEADS THROUGHOUT THE LANDSCAPE AREA. EACH SEASON AND RECALIBRATE AS NEEDED. MAKE SURE DEVICE IS FREE OF CREATE VERTICAL EDGES. ALLOW PLANT TO FORM A NATRUAL HYDROZONE IS ON A 5EPERATE IRRIGATION VALVE. AN AUTOMATED ANY DEBRIS, AND OTHERWISE 15 IN GOOD WORKING ORDER. SHAPE, PRUNE PLANT FROM THE INSIDE OUT AND NEVER CONTROLLER WITH RAIN SHUT OFF CAPABILITIES IS USED TO EFFICIENTLY PROVIDE A "FLAT TOP" OR LIFT THE "SKIRT" OF A PLANT. IRRIGATE THE LANDSCAPE AND PREVENT THE WASTE OF WATER, G. BACKFLOW DEVICE TO BE CHECKED VISUALLY ON A MONTHLY 3. BARK OR MUCH ��,♦�� ALL AREAS ARE TO BE MONITORED BY THE MAINTENANCE CONTRACTOR BASIS. CHECK AND RE-CERTIFY AS PER ALL CODES AND ORDENANCES. BARK SHALL NOT BE ALLOWED TO ACCUMULATE ON HARDSCAPE ON A WEEKLY BASIS. 7. SCHEDULE ALL SYSTEMS TO RUN ONLY BETWEEN THE HOURS OF SURFACES, BUT SHALL BE SWEPT OR RAKED BACKED INTO 1 1 :00 P.M. AND 7:00 A.M. . PLANT BEDS. IN APRIL ALL PLANTING AREAS WITH MULCH SHALL 8. ON A MONTHLY BASIS, FLUSH ALL DRIP SYSTEM LINES AND BE CHECKED AND MULCH ADDED AS NECESSARY TO RETAIN A CHECK VALVE BOXES TO SEE THAT THEY DRAIN PROPERLY. MINIMUM DEPTH OF 2". MULCH U5ED SHALL BE "WALK ON" TYPE AS APPROVED. 9. TWICE A YEAR CHECK ALL CONTROL VALVES AND QUICK 4. STAKING LANDSCAPE WATER AUDIT SCHEDULE COUPLERS AND MAKE ALL REPAIRS AS NECESSARY, REPLACE PEA NDSCq ADJUST OR REMOVE STAKES AS NECESSARY TO PROVIDE THE THIS PROJECT SHALL BE SCHEDULED FOR A LANDSCAPE WATERING GRAVEL IN VALVE BOXES AS NEEDED. CLEAN OUT ANY DEBRIS, MUD OR BEST GROWING ENVIRONMENT FOR THE TREES. DO NOT ALLOW PLANT GROWTH. AUDIT AT LEAST ONCE EVERY FIVE YEARS, BY A STATE OF CALIFORNIA ANY STAKES TO LEAN OR BECOME LOOSE SO AS NOT TO �2 LICENSED LANDSCAPE IRRIGATION WATER AUDITOR, USING THE STATE 10. COVER OR PROTECT ALL BACKFLOW DEVICES DURING FREEZING PROVIDE NECESSARY SUPPORT FOR THE TREES. WIRE TIES OF U No. 2242 0 rn- APPROVED HANDBOOK. WEATHER. ANY TYPE SHALL NOT BE USED. -� U Exp. 10/31/14 rn ALL AREAS ARE TO BE MONITORED BY THE MAINTENANCE CONTRACTOR 5. PEST CONTROL AND WEEDING ON A WEEKLY BASIS . WEEDING SHALL BE DONE ON A WEEKLY BASIS AS A NORMAL PART OF THE MAINTENANCE OF THE PLANTING AREAS. qTF OF CAUF�� PEST CONTROL TO BE PERFORMED ON AN AS NEEDED BASIS, PER ALL LOCAL CODES AND ORDINANCES. OR �,O 1haptons,ideas.a,�„ m,,,,,�,,;,,�,«represented by ft timing art awned by,as aro the property of Wn LMRM,as GENERAL NOTES DIG ALERT �e �daed for use anal in � ft �/ specific project and shell rot be used,n whole ar n part for my purpose Qfor which they were not aig'nwM,nlwnaed nillwut wnitee permission from NO TES J U B LEL UNCG?M000 c3 2014 Plans were designed b referencing: CTA is not responsible for construction means, methods, techniques, sequences or The existence and location of an underground utilities shown on the plans were obtained DIAL TOLL FREE g y g: y g p �/// SHEET TITLE: precautions and programs in connection with the work, since from available records at the time the plans were drafted and do not constitute a (I(I Agricultural suitability report prepared by SOIL AND PLANT LABS, or approved equal procedures, or for safety preca1-800-422-4133 these are solely the Contractor's responsibility. CTA is not responsible for the representation as to the accuracy or completeness of the location or the existence or Agricultural suitability report shall be o responsibility of the landscape contractor. The testing shall be performed prior to any construction. Recommendations shall be Contractor's failure to carry out the work in accordance with the construction contract non—existence of such utilities. In Southern California, Contractor shall contact AT LEAST TWO DAYS TITLE provided to the Landscape Architect and the project owner prior to any construction. documents, nor responsible for acts or omissions of the Contractor, subcontractors, or Underground Services Alert at 1-800-422-4133 prior to performing any construction BEFORE YOU DIG their agents or employees, or of any other persons performing portions of the work. work. In other areas, contractor shall contact a similar agency/organization. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SHEET There is no warranty or guarantee either expressed or implied by CTA for the Contractor shall supervise and direct the work, using the Contractor's best skill and CTA has taken care to research applicable codes and requirements in preparing these completion of the work or the quality of performance of the construction contractor(s). attention. Contractor shall be solely responsible for and have control over construction drawings and is not responsible for changes to such occurring after agency approval or means, methods, techniques, sequences, and procedures and for coordinating all portions CHARLES during installation. In the event CLIENT consents to, allows, authorizes or approves of changes to any plans, of the work. SUB DATE 06113114 As requested by the Client, CTA will visit the site at intervals appropriate to the stage specifications, or other construction documents, and these alterations are not approved TROWBRIDGE in writing by CTA, CLIENT recognizes that such alteration and the results thereof are Contractor shall be responsible to the Owner Client for acts and omissions of the AND ASSOCIATES BID DATE of construction to review the progress and quality of work and to determine in general if P Owner/ Client t t t ll th t CLIENT I f CTA responsibility t the responsy o . n addition, agrees, o e fullest extent Contractors em 17901 ROMELLE AVENUE DATE: the work is being performed in a manner indicating that the work, when completed, will employees, subcontractors and their agents and employees, and other permitted by law, to indemnify and hold CTA harmless from any damage, liability or persons performing portions of the work under a contract with Contractor. SANTA ANA, CA. 92705 DRAWN BY: LR be in substantial conformance with the construction documents. However, CTA will not P P 9 P PH (714) 532-3663 FAX (714) 532-3667 JOB NO: 12830 make exhaustive or continuous on—site inspection to check quality of the work. cost (including reasonable attorneys fees and costs of defense) arising from such chas2.ctaggmail.com CHECKED BY: JSB alterations. Contractor shall be responsible for initiating, maintaining, and supervising all safety LANDSCAPE ARCHITECTURE LIC. # 2242 SHEET NUMBER: precautions and programs in connection with the performance of the construction LT-1 contract. PA2014- 111 Attachment No . ZA 4 - Project Plans REVISIONS DATE/DELTA REMARKS IRRIGATION LEGEND _ _ _ BRISTOL STREET _ SYMBOL MFG . MODEL NUMBER DESCRIPTION v� Q RAINBIRD XCZ- 100-B-COM AUTOMATIC REMOTE CONTROL VALVE - CONTROL ZONE Z F — — — — — — — — — — — — — — — — — — — WATTS FBV13RA55 BALL VALVE LINE51ZED ri ,11111 = = = � t = = = � �� = 4 � _ _ _ � 3/Jill �_===�� r O OR APPROVED EQUAL ,11111LL AUTOMATIC RAIN SHUT OFF DEVICE INSTALL PER MFG . ' 11111 o 0 0 '11 0. ~ 0 RAINBIRD RAIN CHECK 11 -1/ 2 111 1� W RECOMMENDATION , LOCATION TO BE APRVD . BY OWNR , ,11111 W J RAINBIRD ESP-MC 6 "SMART CONTROLLER" WALL MOUNTED CONTROLLER TO BE INSTALLED IN A I111111© y I LLI 111 ® ® ® ~VIANDAL RESI5TANT- LEMURE STAINLESS STEEL ENCL05URE OR APPROVED EQUAL 2 I0 FEBCO 825Y LINE 51ZE REDUCED PRE55URE BACKFLOW PREVENTER III �X I III X� Z O V UTILIZE EXISTING IF F055113LE WITH Y STRAINER. INSTALL IN VANDAL U Q RESISTANT 11LANDSCAPE GREEN" ENCLOSURE. 'j1ll y Q W RP TO BE TAGGED CERTIFIED . €/ Ti - _ - 11111 3/ �" W J C CN 0 11111 I O � N R NETAFIM UNI RAM HEAVYWALL DRIPLINE _53 GPH - EMITTERS @ 1 211 SPACE ROWS @ 1211 O. C. w 1111FT 1 a LATERAL LINE SCH . 40 PVC 51ZE AS NOTED 1 2 MINIMUM COVER 1111 , M Lu MAIN LINE CLA55 3 15 PVC - 51ZE AS NOTED - 24" MINIMUM COVER 0 u Z —� SLEEVE 5CH . 40 PVC - SIZE = TWICE DIAMETER OF PIPE - 24" MINIMUM COVER U) 11111 01 - - =0 ELECTRICAL 5CH . 40 PVC - 24" COVER MIN . , 51ZE AS NECE55ARY 11111 1 -11211 CONTROL U) '1 ' 1I' 1 WIRE SLEEVE C/) M ll 1-" 2" Wo n Im WATER METER EXISTING WATER METER SEE CIVIL ENGINEERS PLANS FOR METER LOCATION AND 51ZE 11 ' ' 1111111-11211 51ZE NOTES: LANDSCAPE CONTRACTOR SHALL INSTALL A FKE55URE REGULATOR 1J� �� 11 $ WHEN PRE55URE EXCEEDS 90 P.S . I . 11111 8 z Ir- IVALVE No . QN (00 On I-I/ 2" w O w N GPM II II � 0 =) OZ5 060 II 'w .. ter, � Uow1E0) C'3w0w0 nOrr 1111 > T \ 111 W ~ > U) m U p 1111 12 111 —s,� T- Ir �IIII 111 U r �u � A VoC °zm ° � m Q J 0 W � �S Y (D z 0) U �- m •1 �PNDSCq pF �p 5 W. r,y �P U No. 2242 4 -f Exp. 10/31/14 m sTgTF of CAUF�R�\P IM plem,idms,anngenwb and dnd m bated ar npe=W by Uie downg me owed by,wN ata the K%erl of WE UNOE MM.and ran a wted and dereleped solely for me w,and in==ction m b Uis spwft p*4 and dog not be used in whole or in part for wry ppoee for Bich they w nd odgndly ida"wMMd wUw pewisOm Mow BICREL UNDIPMOW 0 2014 SHEET TITLE: y`�oti IRRIGATION PLAN OR yoG Scale: 1 /16)y= V- 0" DIG ALERT CHARLES V� sn SUB DATE 06113114 DIAL TOLL FREE TROWBRIDGE �(( AND ASSOCIATES BID DATE 1-800-422-4133 17901 ROMELLE AVENUE DATE: AT LEAST TWO DAYS • SANTA ANA, CA. 92705 DRAWN BY: LR PH (714) 532-3663 FAX (714) 532-3667 JOB No: 12830 BEFORE YOU DIG chas2.ctaPgmail.com CHECKED BY: JSB UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LANDSCAPE ARCHITECTURE LIC. # 2242 SHEET NUMBER: LI -1 PA2014- 111 Attachment No . ZA 4 - Project Plans IRRIGATION LEGEND REVISIONS BALL VALVE (TYP.) DATE/DELTA REMARKS SYMBOL MFG . MODEL NUMBER DESCRIPTION KA15MG EMENWARENG'}'yBRASS NIPPLE (TYP.) REEN" BACKFLOW PREVENTER "Y" STRAINER 40 — MESH S.S. G RAINBIRD XCZ- 100-B-COM AUTOMATIC REMOTE CONTROL VALVE - CONTROL ZONEBRASS ELBOW BRASS ELBOW BgRRAASS PIPE BRASS UNION FINISH 12" MIN 4" MIN FINISH GRADE 4" DEPTH MIN. WATTS FBV BRASS BALL VALVE LINE 51ZED GDNG.'3LAB, PRESSURE SUPPLY r .•tr,; • OR APPROVED EQUAL LINE — INTAKE .: 0:..;,,•:! .:,: •.: DAPTER (TYP.) 8 RAINBIRD RAIN CHECK AUTOMATIC RAIN SHUT OFF DEVICE, INSTALL PER MFG. TEST COCK-,..!., PVC SCH 40 MALE RECOMMENDATION , LOCATION TO BE APRVD . BY OWNK FOUR PLACE \ `PRESSURE SUPPLY BRASS ELB LINE — DISCHARGE C RAI NB1 RD ESP-MC G "SMART CONTROLLER" WALL MOUNTED CONTROLLER TO BE INSTALLED IN A 12" MIN. SO. CONCRETE THRUST BLOCK (TYP.) KI/TN DAL RESISTANT- LEM U RE STAT N LE55 STEEL NOTE: IF 4" AND LARGER SEE THRUST BLOCK DETAIL. ENCLOSURE OR APPROVED EQUAL 1 OEQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12" FROM WALLS, BUILDINGS, ETC. INSTALL IN PLANTING AREA. 2. ALr))ABOVE GROUND ASSEMBLY SHALL RECEIVE ONE (1) COAT RED LEAD PRIMER AND ON WCOAT HEN UNLIT ISAINT"XT TO BUILDING, WALL, ETC., TEST COCKS ARE TO BE ON OUTSIDE. FEBCO 825Y LINE SIZE REDUCED PRE55URE BACKFLOW PREVENTER 4. PAINT DARK GREEN OR TAN ( PER L.A. AT TIME OF INSTALLATION) UTILIZE EXISTING IF POSSIBLE WITH lYl STRAINER. INSTALL IN VANDAL 5. WI VERTICAL BRASS RISERS AND UNION MAY BE CHANGED TO GALV. / SCH 40 PIPE TH WRITTEN PERMISSION OF WATER PERVEYOR. RESISTANT "LANDSCAPE GREEN" ENCLOSURE. WI RP TO BE TAGGED CERTIFIED . A REDUCED PRESSURE BACKFLOW Cn FINISH GRADE W - - - - - - - - NETAFIM UNI RAM HEAVYWALL DKIPLINE . 53 GFH - EMITTERS @ 1 211 SPACE ROWS @ 1 211 O . C . Z LATERAL LINE SCH . 40 PVC - 51ZE AS NOTED - 12" MINIMUM COVER MN MIN. / MAIN LINE CLA55 3 15 PVC - 51ZE AS NOTED - 24" MINIMUM COVER .r.r.rs..: "'` BACKFILL a W � SLEEVE SCH . 40 PVC - 51ZE = TWICE DIAMETER OF PIPE - 24" MINIMUM COVER SPRINKLER LATERAL W J ELECTRICAL SCH . 40 PVC - 24" COVER MIN . , 51ZE AS N ECE55ARY MAIN SUPPLY LINE V V CONTROL WIRE SLEEVE T CONTROL AND NOTE: CONTROL AND NEUTRAL J i FMI WATER METER EXISTING WATER METER SEE CIVIL ENGINEERS PLANS FOR METER LOCATION AND 51ZE NEUTRAL CONDUCTORS L°"ALL� WITHALLBE O U TAPE E BUNDLE TO INSTALLED WITH A MAINLINE @ 20-O.C. MINIMUM OF 18"EARTH COVER SIZE NOTES : LANDSCAPE CONTRACTOR SHALL INSTALL A PRESSURE REGULATOR Q Fx W WHEN PRESSURE EXCEEDS 90 P.S . I . B TRENCHING m m I VALVE No. J o F- FINISH GRADE h GPM e. 41 a I . 24" < a. MIN. I e A 90%COMPACTED 36" . . 6. . a NATIVE 501L W MIN. SLEEVE <... •• .a SPRINKLER LATERAL • t^' ' • n NEUTRAL WIRES D MIN. .fir v��. :..e.`.•. e; e, MAINLINE SLEEVE N01�5 ` a MAIN SUPPLY LINE I. PPAWW65 APF PIA6FAMMATIC, EQUIPMENT SHOWN IN PAVEP AP,FA5 AP.E FOP PE516N CLAOFICAT10N ONLY ANP 8. CONTPACTOF SHALL BE RESPONSIBLE FOP PPOVIPIN6 PO51T1VF PMNAGE IN Al NON-HAP,P5CAPF / PLANSP 5HA.L BE IN5TA.LEP WITHIN PI AN11N6 AP,EA5, APEA5 2, PO NOT WILLFULLY IN5TALL THE 5Y5TEM A5 SHOWN WHEN IT 15 OBVIOUS IN THE TLP THAT UNKNOWN 9. ALL LOCAL MUNICIPAL ANP 5TATE LAW5, FULF5 ANP FE6ULATION5 60VFFNIN6 OF, FFLATINC, TO ANY POFT10N 0135PTUCT10N5 Op GPAPF PIFFFFNCF5 EX15T THAT MIGHT NOT HAVE BFFN KNOWN PUFING PF516N, SUCH QE THE WOPK AM, HEPFBY INCOPPOPATEP INTO ANP MAPF A PAP.T OF THESE 5PECIFICAT1ON5 ANP THFIF C 5 LEEV I N G CONPI110N5 5HALL 13F BROUGHT TO THE ATTENTION QE THE OWNEP5 AUTHOPIZFP RFPFFSFNTATIVE, IN EVENT PPOVI51ON5 5HAL1- BE CAP.PIFP OUT BY THE CONTP.ACTOP, TH15 NOTIFICATION 15 NOT GIVEN, THE CONT1 ACTOR SHALL A55UME FULL PF51`ON5113ILITY FOR ANY NECESSARY 10. THE CONTPACTOF SHALL VERIFY THE LOCA110N5 OF ALL UTILITIES, 5TPUCTLIFE5 ANP 5EFVICE5 BFFOFE 'FVISIONS, z COMMENCING WOPK, THE LOCATIONS OF UTI1LITIF5, 5TPUCfJFE5 ANP 5FFVICF5 SHOWN IN THE5F PLAN5 AP.E 'CARSON' PLASTIC VALVE BOX O T APPROXIMA9 ONLY, ANY PISCFFPANCIF5 BFTWEEN THE5E PLAN5 ANP ACTUAL FIFLP CONPIT10N5 5HALL BE OR EQUAL) WITH LOCKA LE, Z O r 3, IN5TAL� ALL EQUIPMENT A5 5HOWN IN THE PETAIL5 ANP 5PFCIFICATION5, CON-TACTOP. 5HALL 13F FF5PON51BLF �OLOR—GREEN COVER w CV O REPORTED TO THE QWNEI"5 f EPpESEI rATIVE, EXTENSIONS AS WCESSARY. Q T �q TO COMPLY WITH LOCAL CITY, COUNTY ANP STATE PEQUIPEMFNTS FDP 130 H EQUIPMENT ANP INSTALLATION, ��H��EAT BRAND By IN LID. c9 O 11. THE CONTPACTOP SHALL OBTAIN THE PEPTINENT EN6INEFPIN6 Op APCHIT ECTUP.AL PLAN513EFOI?E BEGINNING COVERNAREAS 2" IN GROUND W O w CV 4. INSTALL ELECTRICAL NOOK UP FOP CONT120LLFP, INSTALL N0, 14 OF DIRECT BURIAL IRRIGATION WIPE (WHITE cr 0- rn LO WOFK, FINISH GRADE Q COMMON, PIFFFPENT COLOP PILOT FOP FACH CONTPOLLFR) USF EPDXY CONNFCTOP5 ANP BUOY WIFE A , O O C U 0 O MINIMUM OF EIGHTEEN ( 18) INCHE5 IN PEPTN, BUNPLF ANP TAPED TO6ETHFP EVFPY TEN ( 10) FFET, FOAM 12. THE CONfkACTOF SHALL OBTAIN Al NECE55AP.Y PFPMIT5 PFQUIPFD TO PEPFOPM THE WORK INPICATEP HFPFIN BEFORE BEGINNING WORK, U EXPANSION COILS AT EACH VALVE ANP CHANGE OF PIRECT10N, INSTALL WIPING IN PVC SCH 40 SLEEVES UNPFP ? PROVIDE TURNING HANDLE U U w U PAVING, LL 13, ACTUAL LOCATION FOP THE IN5TALLA11ON OF THE BACKFLOW PPFVFNT�R ANP THE AUTOMATIC CONT1 OLLFP 15 18" MIN W OEr 5, PFF55UFE MAINLINE TWO (2) INCHF5 ANP LAFCAEF 5HALL BF PVC CLA55315 WITH 5CHFDULF 40 FI1FIN65, TO BF PETFPMINEP IN THE FIELP BY THE OWNEF'5 AUTHOFIZFP PFPPE5FNTAT1VE, O � W T N t; ADAPT TO MAIN LINE W m U PPE55UFF MAINLINE ANP FITTINGS LE55 THAN TWO ( 2) INCHF5 5HA L BE PVC 5CHFPULE 80 14, ALL PIPE UNPFP PAVFP AREA5 TO BF IN5-ALLFP IN A 5CH, 40 %FFVF TWICE THE DIAMETER OF THE PIPE Y = W 2 H O 6, ALL EQUATION] 5YTEM5 5HALL BE IN5TALLE2 PEP GOVEFNIN6 WATER ACiFNCY 5TANPA'P5, FEQUIPFMENT5 ANP CAkPIEP, ALL WIPE UNPFR PAVEP MA5 TO BE N5TALLEP IN A 5CH, 40 5LFEVF THE 51ZF PEQUIFFP TO FA51LY EllMAIN LINE U Q Er O Lo SPECIFICATIONS, IF A PI5CPFPANCY EXISTS PFT MFN THE 6OVEPNIN6 WATEF AGENCY 5TANPAFP5, FFQUIFEMFNTS PULL WIFE THROUGH, ALL SLEEVES TO BE INSTALLED WITH A MINIMUM PFP HI A5 SHOWN ON THE SLEEVING �f � z a r ANP 5PFCIFICA10N5 ANP THF5F PLAN5, THE MOPE 5TPIN6FNT 5TANPA:P5, PEQUIFEMENT5 ANP SPECIFICATIONS DETAILS, SLEEVES TO EXTENP AT LFA5T 12" PA5T THE FPa OF THE PAVING. BALL VALVE m Q ::) O �: 0) � SHALL BE IMPLEMENTED, 4" PEA GRAVEL LLI O Z O -7, GATE VALVE SHALL BF LINE 51ZFD ANP LOCATEP IN PUPPLE VALVE PDXF5, PEP 5PFCIFICAT10N5 U CV) d D BALL VALVE m FINISH GRADE PVC 5CH 40 ELL PVC 5CH 80 NIPPLE(LENGTH AS REQUIRED, I OF 2) W4 I - - 30-INCH LINEAR LENGTH OF ©♦/i`„ WIRE, COILED WATERPROOF CONNECTION: RAIN GIRD SPLICE-I (I OF 2) ID TAG: RAIN BIRD VIE) SERIES GREEN VALVE BOX WITH COVER: INSTALL I" MIN. ABOVE D.G. HEAT BRAND"C-28 THROUGH C-49" IN LID. PVC 5CH 80 CL05E NIPPLE r ITN. PVC 5CH 80 UNION FOR SERVICING A55EMDLY PNpSCgp • PVC SCH 40 MALE ADAPTER �C�l 0 00��000o LATERAL PIPE MIN 12"COVER �� BRICK(I OF 4) _Q No. 2242 4 � 3-INCH MINIMUM DEPTH OF —d U Exp. 10/31/14 m PVC SCH 80 NIPPLE 3/4-INCH WASHED GRAVEL (2-INCH LENGTH, HIDDEN) CONTROL ZONE KIT: AND PVC SGH 40 ELL RAIN BIRD XCZ-100-B-COM PVC SCH 40 TEE OR ELL (INCLUDES LPV-1 00 VALVE, PVC MAINLINE P51 L40X 100 PPE55UREREGULBATOR3 sTyT R��P F OF CAUF� E CONTROL ZONE KIT W/ BACKFLU5H FLTK. ,Wmklman,,,I ox!dnii; Mixtala„ ,,by„t dmWng ere owW by,and as the properly of WE 11100 IX.and aero arwW and deW**nobly for aro an,and in=mecum III M spw*k pmlxt,ad and nd be omd,in WMb or in part,for my pupme 7��ER I&*kh they Wem Ind fflowly bw”WMIM WMM pemiimim ham FINNTRUCTIONS8CKEL U1001MOW©2D14 0 LWFIELD�ECON�EtSHEET TITLE: CH ATDIJACKSURFACIE RAIN SHUT OFF DEVICE WALL MOUNT CONTROLLER IRRIGATION WALL DETAILS LOCK NUT ORDULT(IME LOAPPO DE] INO RIGID WI NF&PNTROL WIRES R G D CO SUB DATE 06113114 FINISH GRADE F BID DATE `.� TO eE TSBURIAL WIRING T' . DATE: SWEEP ELLS AS RE%D DRAWN BY: LR 0 ROUTE UNDERGR UND JOB NO: 12830 6^ CORE HOI,JE THROUGH ALL 1 2 DI LARGER CHECKED BY: JSB THAN ONDUIT SHEET NUMBER: � I F WALL MOUNTED CONTROLLER PA2014- 111 Attachment No . ZA 4 - Project Plans QVC 5CH/+O fE or ELL PAIN/IFD f5 02256T TPICAL) PVC LA EPAL IPE REVISIONS O ~ O D I/4-INCH TUI L PAIN PIPE) ANI25CAPE TU6 NG SINGLE-OUTLET EMITTED: PAN APPATE/DELTA REMARKS PPESSUFE-COMEEN5A11NG POI YEINYI,ENE 215Tp16Uf ON rUPING I P_XX_XX MODIEE EC-XX 10 32 PAIN 61PD PT-025 --r�AIN NPD EA5Y PIT IMTH PC DIFFU5FP CAP OP COMPT55ION APA TFA VINYL DI5TPIPUTION TU61NG PAIN[AW DT-025 _�EASY FIT COMEPE5510N CO V UNG: PMIN PIX PIMP U OF 2) FAIN 61PD MDCFCOLp' PA1N 61PD DFP/FE,A EMITTED<PPE-IN5TA LED) IN TUI (I FNGTH A5 PEQUIMP) 5UPTMANEAN EMIfTEP PDX —�LANDxAPE 2PIPLINE fUING: PAIN 61PP 5W-6X PAN NPD LA,ND5CAPF PPIPLINE Lp-XX XX TOY'OF MULCH � � � or � I/2-INCH POLYETHYLENE PIPE: TOP OF MULCH PAIN 61PD X65 DIFFU51P 61.16 CAp: 6LACK 5TPIPE fUNNG PPE55LIPE COMPENSATING \ E AVN 61PD PPC-025 N LINE EMIfP USING EA5Y FIT COMPPE5510N TEE �\/\/\\// FINISH GPAJ7E � PAIN 61PI7 M17CFTEE � MULTI-OUTLEf FMIfTEP� E.AIN 61PD SHPLVS XEPI-6UG XW-XX-6 PVC 5CH 40 TEE OF ELL EVC 5CH 80 NIPPLE \ /I PVC LA SEAL PIPE (LENGTH AS PEQUIPED) L EASY FIT COMEPE5510N COLB'LNG EVC LATEE.AL PIPE PAN 61PD MPCFCOUP \ / Z_ EMITTER(ERE-IN�GJ.LEi7) IN TU31NG CIO PVC 5CH 40 TEE OR ELL FA5Y Flf COMPT5510N FLLI51 CFV': PAN 61PD MDCFCAP Lu3-INCH MIN.DEPTH OF -5/4-INCH WA5iED GPAVW NOTE5: Z 01LATEFA AND EMITTEP 5PACI NG DFPFND5 ON SOIL TYPF, W /LCL/ THREADED MULTI-OUTLET N.T.S. LANDSCAPE DRIPLINE LATERALS N.T.s• LANDSCAPE DRIPLINE CONNECTIONS N.T.s• q EMITTER WITH DIFFUSER CAP ON N.T.S. a W U. O J EMITTER ON RISER E POTABLE SYSTEM D POTABLE SYSTEM A POLYFLEX RISER W V � a U � J FIN1516FADE/TOP OF MLCH B ��♦ Z O V QUICK-COUPLING VALVE: PAIN 61PD MODEL 5PC U Fx Lu 6-INCH VALVE 60X: W W PAIN PIVp V6-6PNp CD TOE OF MULCH 6-INCH POUND VALVE(50X: EVC 5CH 40 SOC X XIC X PAIN IPP V6-6PND 3/4-INCH FPf ON PVC EASY FIT COMP FTFF N EE: D151PIOU110N MANIFOLD N O AF IN PIE VALVE KIT: PAIN 61PD MDCF EE li RAIN 61P17 XI7000 (TWO IN LINE ALONG MANIFOLD) AF VALVE Klf AND5CAPF DPIELINF TUI DPIPUNE U61NG: PAIN 61PD LAND5CAPF DPIPUNF LD XX XX PAIN 61PD LAND5CAPF DPIPLINE Lp-XX-XX W FIN15H GWE Z I/2-INCH COMP X 3/4-INCH FIN15H GPADE MPf AI7 P'. PAN 6 PD MODEL 600-CF-/WT 3-INCH MINIMUM DFETH OF TIE DOWN STAKE: 3/4-INCH WASHED GPAWL 1 PIPP LP165M — — PFIOK(I OF 2) Evc scH 4o ELL(1 of z) LAND5CAPF DPIELINE fUNNG, PAIN 61PD LANDSCAPE DPIPLwE / Lp-XX-XX \ \ \ \ \ \ \ \ PVC 5CH 80 NIPPLE(I OF 3, O LENGTH A5 PEQUIP,ED) \//\ \//\// / / /\//\// / / /< #4 PFPAP 5TAKE WTN o \\ \ \ \ \ \ \ \ \ \ \\ 5TAINLE55 5TEEL GEA, CLAMP5 OP EQUIVALENT O_ T 5-INCH MINIMUM DFPW OF \\\/\\\/\\\/\\\/\\/�\//\//\//\//\// /\\// (E0-IN5upporT SYSTEM N O T /\/\/\/\/\/\/\/\/\/\/ /\/. NO ES: 30 INCH MIN,LEND N> Q LD >/4-INCH WA5HFD GPAWIL y\\j\\j\\j\\j\\j\\j\\j\\j\\ \\ \ \\ \ T W O //i/ //, 1 FUPNI5I FIfnNGS AND PIPING NOMINALLY 51ZFP ^^ IDENTICAL fo NOMINAL QUICK COUPLING VALVE L L W O w N INLET 51ZE, 0- ~ O Lr) NO E(5>: Z, IMAM OLnn5U651 UTE N FNE 15 U5FP FOP DIT ON O O C U 0 O IF PUTTING LANDSCAPE PPIPLINIE 3/4-INCH FPf IN5FPT TEE FOP 5CH 40 TEE. _ O U UNt7FR 501L, 7o NGY 6uPY MORE U C) III U THAN 2" 6ELOW GPAP7 ANP INCLUPE LL AIP PELIEF VALVE (5FE DRAWING' ir "ATP PELIFF VALVE KIT-A?VALVE w U) Lu Kir"), W U = 2H0 '� YvoC) Cr � N.T.S. f° N.T.S. N.T.S. m Q D 0 > 0 AIR RELIEF VALVE IN KIT LANDSCAPE DRIPLINE 2 BELOW GRADE WITH (� QUICK COUPLING VALVE J 0 W Nt I AR VALVE KIT F EASY FIT TEE- POTABLE SYSTEM v Y O z �' U �- m CONTF,OL ZONF KIT F,AIN131F,b XCZ-XXX FA5Y FIT COMPF,�5510N FITTIN65: �A5Y FIT COMFF�5510N 'I1TIN65; MAINLINE PIPS COUPLING i F,AIN�IF,b MPCFCOUP COUPLING i F,AIN�IFP MPCFCOUP FUU5HCAP F,AIN31F,b MPCFCAP FUU5HCAP MPCFCAP COMPF,F5510N AbAP1�F,; COMPPT 55ION APAP1'FF, F,AIN[�IF,b 600-CF-I pAINl311?b 600-CF-I NOTE WHEN GUUING THF 1 / 2' ' O-CF-I NOTA ; WHEN GLUING THF 1 / 211 O-CF-I APAP1HF, INTO THF PVC T F, U5F AN APAP1EF, INTO TNF PVC TEF, U5F AN A35 TO PVC [�ONPING 50LV�NT A35 TO PVC [�ONPING 50LV�NT �PNDSCgpF AIF,/ VACUUM F,FUIff VAUVF PAIN131Pb Alp/ VACUUM FTLEF VALVA; F,AINf31F,b U==� No. 2242 AF, V&VF KIT C IN5-r&L AT NIGH POINT AF, VALVA KIT ( IN5TALL AT NIGH POINT Exp. 10/31/14 IN LANP5CAPF 5Y5TEM) IN LANP5CAPF 5Y5SM) LANb5CAPF bF,IPLINF TUBING LANb5CAP� PF\ PLINF TU131N6; COMPF,F55ION APAPTTF, sTgTF OF CAUF�R�\P F,AIN31F,b LANP5CAPF PPYLIN� F,AINI�IF,b LANP5CAPF PQFP INS F,AINI�IF,b 600-CP-I timing ae arced by,and as the forF%er�m d uW in UMMmmctii m,and POTAI3LF - LP-XX-XX POTA[tL - LP-XX-XX pmt ad bbee ym�ed,neaha vn park fw wy gapam for Bich they a nd foody kft"WM M wMw pxmiezan fm NON-POTA3L F - LCF-XX-XX NON-POTABLE - LCF-XX-XX BOR UMMIMM02D14 CON 1 ,011 1� ZONF QT; CONTF,01-1� ZONA Qf: SHEET TITLE: F,AINI31F,b XCZ-XXX F,AIN131PP XCZ-XXX MAINLINF PIPF MAINLINF PIPF DRIP DETAILS 5UPPLY HFAPFP 5UPPLY HEAbFF, PVC 5CH 40 PVC 5CH - 0 WITH COMPPE55ION FITTINGS WITH COMPPT55I0N PITTING5 SUB DATE 06113114 PAINI31F,b 600-CF-I PAINI�IrP 600-CP-I 14— EASY SIT COMPF,�5510N SITTINGS BID DATE COUPLING - F,AIN31F,b MPCFCOUP DATE: I I �1, y� DRAWN BY: LR JOB NO: FLU5HCAP PAIN3IFP MPCFCAP CHECKED BY: 12830 JSB LANDSCAPE PLANTER x•T•S• LANDSCAPE PLANTER N.T.S. LANDSCAPE PLANTER N.T.S. SHEET NUMBER: L1 =3 I =3 H CURVED POLYGON SHAPED G CORNER SHAPED B POLYGON SHAPED 47 PA2014- 111 Attachment No . ZA 4 - Project Plans REVISIONS DATE/DELTA REMARKS W Z a O BRISTOL STREET w U.— — — — — — — _ > w J PLANT PALETTE SYM . BOTANICAL NAME COMMON NAME SIZE Q J = SHRUBS U " Zai Q p" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••' 1W 1 1 HEMEROCALLIS 'BURGUNDY DAYLILY I GAL tl"a • m W p " 13 CD � tl „ a a tl a a • LMIGUSTRUM JAPONICUTEXANUM TEXAS PRIVET 5 GAL O • ® ® ® N c� Oa H ROSA 'KED FLOWER CARPET GROUNDCOVER ROSE 2 GAL • w • Z BOUGAINVILLEA 'GOLDEN JACKPOT' GROUNDCOVER BOUGAINVILLEA 5 GAL M • • a a p p p p a n — n n a tl u a n iii • p, AGAPANTHUS 'PETER PAN' DWARF LILY OF THE NILE 5 GAL W • W : • • • ROSA 'ICEBERG' WHITE ICEBERG ROSE 5 GAL • • '' z ''^^ O r VJ : : - QN0LO LO Q0 ��//'�� r VJ w OwN � VINES � � d � Ln U) M : Q � ' ROSA 'ICEBERG' WHITE ICEBERG ROSE 5 GAL W OwUL 11 8 0 Lu � g W Cnm � � • `�/' U • • a 11 a tl tl a tl tl tl p tl 11 tl 11 p y / W O Vf m � m GROUNDCOVER Q J o w Nt w (0z0) GAZANIA 'MITSUWA' MIXED TRAILING GAZANIA ROOTED CUTTINGS Go @ 9" O.C. 12 • '% ��0 ,\ PNDSCAPF �p 5 W. 1'Ro 9p U =� No. 2242 6 -f U Exp. 10/31/14 rrn sTgTF OF CqL\FOR��P The plem,ileo,anngpnmb wM dwipn ndwted m npe=W by the downg=owed by,wM m the pWeq of WE UNOE MM.wM eels awted and dereleped eddy for we w,and in=mecbm wgh Uie spwft popot,and shd not be wK in whole m in pad,fm wry Kqm for Mich Uoy w nd m4m!ly bdwded wdMut wMw pm isOm hon 8CKEL UM)ON W 0 2014 SHEET TITLE: y`�oti PLANTING PLAN OR yoG Scale: 1 /16)y= V- 0" .00 DIG ALERT CHARLES V� SUB DATE 06113114 DIAL TOLL FREE TROWBRIDGE AND ASSOCIATES BID DATE 1-800-422-4133 17901 ROMELLE AVENUE DATE: �)�� • SANTA ANA, CA. 92705 DRAWN BY: LR AT LEAST TWO DAYS PH (714) 532-3663 FAX (714) 532-3667 JOB No: 12830 BEFORE YOU DIG chas2.ctaPgmail.com CHECKED BY: JSB LANDSCAPE ARCHITECTURE LIC UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA . # 2242 SHEET NUMBER: LP -1 �g PA2014- 111 Attachment No . ZA 4 - Project Plans * NOTE: PLANT PIT WIDTH AND DEPTH AND BACKFILL PER GRONOMIC OILS LAB ANALYSIS AND RECOMMENDATIONS. ° *NOTE: PLANT PIT WIDTH AND DEPTH AND BACKFILL PER AGRONOMIC SOILS LAB ANALYSIS AND RECOMMENDATIONS. w � c.. FORM 5AUCER WITH :off`" u NOTE: INSTALL PLANT TABLETS AS FOLLOWS NOTE: INSTALL 2- 10' LONG LOGEPOLE 3"CONTINUOU5 RIM �.,o ° � 3"MULCH 24" BOX = 8 PINE STAKES. ° 36" BOX = I G 48 BOX = 24 GO" BOX =32 z -III=11I—II III-1I1=1II_ TREE 72" BOX= 40 CIN TIE TREE [LING CONNECTION 5PECIFIED PLANTING MIX. WATER 4 TAMP TO REMOVE AIR —I I I— III—I I1=I--III— REE STAKE (REFER ECS) PocKETS II I„;I I I—I 11=1 11=1 11=1 11=' PLANT F I,; I I—III—III—III=1 I sTlc TRUNK GU =1 I I=1 I I=1 AREAS ONLY) 4 MULCH LAYER SYM . BOTANICAL NAME COMMON NAME SIZE SHRUB PLANTING TEMPORARY WATER BASIN SCALE: NOT TO5CALE FINISH GRADE SET I " ( HIGHER THAN V o / / FINISH GRADE 5 �� B� PLANT 5PACING A5 PER PLAN ° c t � � FERTILIZER TABLETS ° (SET%3 POOT13ALL DEPTH) Q HEMEROCALLIS 'BURGUNDY DAYLILY I GAL 3"MULCH INSTALLED ° PIT DEP H II AMENDED BACKFILWL _ BEFOREPIANTING VARIE I SCARIFY SIDES AND Z BOTTOM OF PLANT PIT • I-III 12" X 12" GRAVEL BACKFILL AROUND O LIGU5TKUM JAPONICUM 'TEXAN UM' TEXAS PRIVET 5 GAL 12" MIN I ALL PERFORATED DRAINPIPE. USE 3/4" W LL CRUSHED ROCK. PREPARE BED A5 PER # W J WRITTEN SPECIFICATION LL Q • R05A RED FLOWER CARPET GROUNDCOVER ROSE 2 GAL Q III=1 11=1 11=1 11=1 11=1 I IEIII J =1 I I—I I I—I I I—I I IEI I I—I I I— _ ITI—III—III-1I ►=III—III=III TREE PLANTING — VERTICAL STAKES Z O V BOUGAINVILLEA 'GOLDEN JACKPOT' GROUNDCOVER BOUGAINVILLEA 5 GAL =III=III=III=III=III=III= SCALE: NOT TO5CALE Q TYPICAL POT Q R W GROUNDCOVER PLANTING DETAILo0 POT BACK F � m 5CALE: NOT TO5CALE 4" PER T C VERTICAL STAND CD AGAPANTHUS 'PETER PAN' DWARF LILY OF THE NILE 5 GAL PIPE CAP IZONTAL RING AT B 0 . COVER ORATED PIPE N O H FILTER FABRIC EL a Q OT LB 18-2 LINEAR ROOT • BAR 8" DEEP x 24" LONG " '— R05A 'ICEBERG' WHITE ICEBERG R05E 5 GAL w z SEGME STALLED PER I=III III II=III— BUBBL W o uJ MANUFA RERs sPEcS. III—III I I—I I III=1 III— —III I I— 4 PVC D IN INLET Z z —III I I—I I I — III —III IRRIGATION NIPPLE SEE IRRIGATION O w F SEAL WATERTIGHT THROUGH POT 0 o W VC DRAIN LINE. SEE CIVIL ENGINEERS PLAN VINES FINISH SURFACE CONCRETE WALK, BUILDING WALL, IRRIGATION SUPPLY LINE 1111111111110. wl GARDEN WALL, CURB, OR OTHER R05A 'ICEBERG' WHITE ICEBERG R05E 5 GAL OR LESS HARDSCAPE FEATURE. z Oo r LLEE ROOT BARRIER POTTERY IRRIGATION AND DRAINAGE Q r o 5CALE: NOT TO SCALE 5CAL OT SCALE W Q Lu N r GROUNDCOVER o ~ is r CONCRETE HEADER WITH COLD 0 0 co 0 0 0 JOINTS AT 5'-0"O.C. r , (FLAT FC)(PROVIDE TURF) U o W C)W = LL . . ' . . ' . GAZANIA 'MITSUWA' MIXED TRAILING GAZANIA ROOTED fIN15HGRADE _J F O � w Q) T \ W WCUTTINGS — = m a ♦ + T = Y 1 I— 0 4 O.C. U LU Lo #3 CONTINUOUS REBAR z -m 0- r— J O w w0z0) COMPACTED 5UBGRADE U Cf) 6 NOTE5: m I. POUR ON C ER 5HALL 5 RMED ON BOTH 510E5 WITH 5MOOTH STEEL TRO L FINISH ON AND 3/4 DIU5 EOGE5, 2. TO F HEADER SHALL 1"ABOVE FIN15H GRADE AND CURVE5 SHALL BE UNIFORM A FREE FLOWING, CRETE MOW CURB SCALE: NOT TO SCALE i � �P�DSCq pF No. 2242 o fo PLANTING NOTES Exp. 10/31/14 m LANDSCAPE CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO g, PROTECT INSTALLED CONTRACT WORK AND WORK OF OTHERS. SUBMITTING HIS BID AND PRIOR TO STARTING CONSTRUCTION. IF ANY DISCREPANCIES 10 APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED IN PURSUIT OF WORK 18• THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING POSITIVE EXIST THEY SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. AS REQUIRED BY GOVERNING CODES. DRAINAGE ESTABLISHED BY CIVIL ENGINEER'S GRADING PLANS IN ALL NON-HARDSCAPE S9TF OF CAUFD�� 2. LANDSCAPE CONTRACTOR SHALL HOLD A CURRENT BUSINESS LICENSE IN THE CITY OR 1 1 LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR PLANTING AREAS. COUNTY THAT HAS JURISDICTION OVER THE PROJECT. RELATING TO A PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE 3. LANDSCAPE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR SPECIFICATIONS. 19. INSTALL 3" LAYER, MEDIUM GRIND, BARK MULCH IN PLANTING AREAS AS NOTED. The idew,omegemme and designs iMirnlad a ted rtpmmby te h THE INSTALLATION OF PLANT MATERIAL AS INDICATED ON THE DRAWINGS AND AS 20. INSTALL DEEP ROOT BARIER ON ALL TREES WITHIN G' OF ANY HARDSCAPE PER DETAIL mere a.ad by,and are the Re"of WaMOMM,and were aeated and dodo*W*for use an.and in cwwbon wit the SPECIFIED HEREIN. 12, KEEP PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH -THIS SHEET. W04 pgeat,and fat not he and,In whwe or in oat for as purpose INCIDENTAL TO WORK DURING CONSTRUCTION AND MAINTENANCE PERIOD. BROOM. FORE DIG ALERT WnLWOMM' 20t4°*MendednUou m@enpmeemnan 0 4. LANDSCAPE CONTRACTOR SHALL COORDINATE PLANTING WITH OTHER SITE CLEAN ALL PAVED AREAS2 I • INSTALL VINE AT APPROPRIATE ELEVATION PRIOR TO PAVING IF NECESSARY. � rOG IMPROVEMENTS UNLESS SPECIFIED, STRUCTURAL IMPROVEMENTS SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. 13, NOTE ALL FINISH GRADES BEFORE COMMENCING WORK. LANDSCAPE CONTRACTOR TO 22• Q SHEET TITLE: 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING RECEIVE SITE GRADED TO ±0. 10 UNLESS NOTED DIFFERENTLY ON THE PLANS. RESTORE U DIAL TOLL FREE EXISTING SEWER AND UTILITY LINES ABOVE GRADE THAT MIGHT BE DAMAGED AS A FINISH GRADES CHANGED DURING COURSE OF THIS WORK TO ORIGINAL OR INTENDED 23. ALL SPECIMENS (24" BOX AND OVER) SHALL BE SELECTED IN THE FIELD BY LANDSCAPE 1-800-422-4133 RESULT OF PLANTING OPERATIONS. LANDSCAPE CONTRACTOR SHALL ASSUME SOLE CONTOURS WHERE PRACTICAL. ARCHITECT. FINAL LOCATIONS ON SITE SHALL BE APPROVED BY LANDSCAPE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE AND FOR REPLACEMENT OF AKCHITECET PRIOR TO PLANTING. OU AT LEAST TWO DAYS PLANTING AFOREMENTIONED UTILITIES. 14. LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE ARCHITECT 24 PLANT MATERIAL IN OR NEAR PAVING AND WALLS MAY BE REQUIRED TO BE PLANTED BEFORE YOU DIG LEGEND & DETAILS G. DO NOT INSTALL PLANTING WHEN UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR WITH A COPY RA HORTICULTURAL SUITABILITY SOIL TEST WITH RECOMMENDATIONS PRIOR TO CONSTRUCTION. DISCREPANCIES IN AREA DIMENSIONS EXIST. IMMEDIATELY BRING DISCREPANCIES TO FROM AN APPROVED CERTIFIED LABORATORY PRIOR TO INITIATING SOIL AMENDMENT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PHASE OF WORK. LANDSCAPE CONTRACTOR SHALL PROVIDE AND INSTALL SOIL.. 25. REMOVE STAKES AND TRELLIS FROM ALL VINES AND SECURE TO WALLS WITH PLASTIC THE ATTENTION OF THE OWNER'S REPRESENTATIVE, OF NOTIFICATION IS NOT AMENDMENTS ACCORDING TO SOILS ANALYSIS. TABS AND TIES AND / OR MASONRY NAILS. PERFORMED, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REVISIONS NECESSARY. 15. SAMPLES OF FERTILIZER , SOIL CONDITIONERS, SEED, OR OTHER MATERIAL SHALL BE 2G. THE EXISTING GEIJERA TO BE REUSED SHALL BE TAGGED IN THE FIELD BY LANDSCAPE CHARLES 7. THE PLANTING DESIGN AS INDICATED ON THE DRAWINGS IS DIARGAMMATIC. SCALED SUBMITTED TO OWNER FORTY-EIGHT (48) HOURS PRIOR TO INCORPORATION IN THE ARCHITECT PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL TRANSPLANT TROWBRI DGE SUB DATE 06/13/14 WORK. SELECTED GEIJERA TREES PLUS 2 ADDITIONAL GEIJEKA TREES INTO BOXES TO BE DIMENTIONS ARE APPROXIMATE, BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY STORED ON SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND AND ASSOCIATES BID DATE SITE DIMENTIONS. IG. THE LANDSCAPE CONTRACTOR SHALL INSTALL PLANT MATERIAL IN ACCORDANCE WITH MAINTAINING BOXED TREES IN A VIABLE HEALTHY CONDITION UNTIL THEY ARE 17901 ROMELLE AVENUE DATE: 8• COORDINATE INSTALLATION OF PLANTING TO AVOID CONFLICTS WITH IRRIGATION WORK, DETAILS, DRAWINGS AND SPECIFICATIONS. REPLANTED IN THE NEW LOCATIONS AND THROUGHOUT THE MAINTENANCE PERIOD. • SANTA ANA, CA. 92705 DRAWN BY: LR UTILITIES OR ENGINEERING AND ARCHITECTURAL FEATURES. VERIFY REQUIRED 17. LANDSCAPE CONTRACTOR TO VERIFY SIZES AND QUANTITIES BY PLAN CHECK. PH (714) 532-3663 FAX (714) 532-3667 JOB NO: 12830 SETBACKS FROM UTILITIES. chas2.cta@)gmail.com CHECKED BY: J B LANDSCAPE ARCHITECTURE LIC. # 2242 SHEET NUMBER: L 2 PA2014- 111 Attachment No . ZA 4 - Project Plans REVISIONS DATE/DELTA REMARKS GENERAL CONDITIONS 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES 16. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT 23. AIR POLLUTION 1 . DEFINITIONS a. Shop drawings, product data, sample, and similar submittals are not contract documentsThe purpose of their submittals is la demonstrate for those a. If the construction of the project be abandoned by the Contractor, or If at any Contractor shall comply with all air pollution control rules, regulations, ordinances a. Words used herein In the masculine gender Include the feminine and neuter, time the Owner shall be of the opinion that the performance of the Contract is and statutes which apply to an work performed pursuant to the Contract and and vice versa; the singular number Includes the lural, and the lural the singular. portions of the work for which submittals are required the way the Contractor ppY Y I' „ g p p g proposes to conform to the information given and the design concept expressed unnecessarily or unreasonably delayed, or that the Contractor is willfully shall not discharge smoke, dust or any other air contaminants into the The word person includes a corporation, association or partnership. violating any of the conditions or covenants of the Contract, the Owner may atmosphere in such quantity as will violate the regulations of an legally in the drawings. l' q Y 9 Y 9 Y notify the Contractor not to resume or to discontinue, as the case may be, all constituted authority. I?. Unless otherwise specifically defined herein, or unless the context requires b. The contractor shall review, approve, and submit such submittals required by the work or any part thereof contemplated under the Contract by a written notice a different meaning, all words, abbreviations, symbols, terms and phrases having contract documents with reasonable promptness and In such sequence or to served upon Contractor. The Owner shall charge the expense of such equipment, 24. NOISE CONTROL a well known or technical meaning shall be so construed cause no delay in the work. labor and materials, plus ten percent ( 10%) of the cost thereof, for administrative c. Whenever In these specifications, or in any documents or Instruments expense against any sums of money due or to become due the Contractor, or Contractor shall comply with all local sound control and noise level regulations and where these specifications govern the following terms are used, the Intent c. The landscape Architect's review of such submittals is for the limited purpose of against the sureties to the extent of their liability. ordinances which apply to any work performed pursuant to the Contract, and shall and meaning thereof shall be as follows: checking for conformance with information given, and the design concept make every effort to control any undue noise resulting from the construction expressed in the contract documents. Review of such submittals Is not conducted b. In lieu of the foregoing provisions to suspend the Contract, the owner may pay operation. CONTRACT - Represents the entire and Integrated agreement between the for the purpose of determining accuracy and completeness of other duties such the Contractor for the completed portions of the project according to the Owner and the Contractor. The contract documents form the as dimensions and quantities, or for substantiating Instructions for installation or provisions of the Contract and may treat the portions remaining uncompleted as 25. PESTICIDES/HEKBICIDES Contact for construction performance of equipment or systems, all of which remain the responsibility of the if said portions had never been included or contemplated by the Contract. Contractor. Contractor shall comply with all rules and regulations of the Department of Food and CONTRACT DOCUMENTS - These the Contract, the drawings, addenda issued 17. TEMPORARY SUSPENSION OF WORK Agriculture, the Department of Health, the Department of Industrial Relations and all LU a prior to execution of the Contract, and the Contract between the d. The Landscape Architect's review shall not constitute approval of safety other agencies which govern the use of pesticides/herbicides required in the Z owner and the Contractor. precautions or, of any construction means, methods, techniques, sequences or The Owner may order the Contractor to suspend the work on the project wholly or performance of the work. CONTRACTOR - The person or entity whose bid is accepted and to whom the procedures. in part for such period of time as may be deemed necessary due to unsuitable Q Contract is awarded. weather or to such other conditions as may be considered unfavorable for the 26. DUST CONTROL W 9. SUBSURFACE DATA suitable prosecution of the work. Work shall be resumed when conditions are LJ.I J LANDSCAPE ARCHITECT - The professional services firm who prepared the project favorable or when the methods have been corrected, as directed and approved The Contractor shall abate dust nuisance by cleaning, sweeping and sprinkling with p p p p Where investigations of site conditions have been made including subsurface in writing by the Owner. water, or other means as necessary, and shall save the owner free and harmless drawings and specifications for the Owner. conditions in areas where work is to be performed under the Contract, such from any claim for loss or damage sustained by others and resulting from V Investigations are made only for the purpose of study and design. All soil and operations on the project site. OWNER - The person or entity Identified as such In the Contract. geological test hole data, water table elevations and agricultural suitability soil 18. LAWS TO BE OBSERVED operations J analyses apply only at the locations of the test and to the depths indicated. 27. UTILITIES Q WORK - The term "work" or "protect" means the construction and services required The Contractor shall be fully informed of all State and National laws and municipal � P U by the Contract Documents and includes providing all labor, materials, ordinances or regulations which in any manner affect those engaged or employed When placing concrete around or contiguous to any utility, the Contractor shall U) Q 1 0. CHANGE ORDERS equipment transportation, tools, and incidentals necessary to complete In the work, or the materials used in the work, or which In any way affect the assume responsibility for costs to furnish and install a cushion of expansion Joint LU the work in a satisfactory manner. a. The owner may at any time prior to acceptance of the work, by written order to conduct of the work, and of all such orders and decrees of bodies or tribunals material, clear opening or sleeve, or by other suitable means shall prevent Contractor and without notice to sureties, Increase or decrease the estimated having any Jurisdiction or authority over the same. embedment in or bonding with the concrete. CO quantity of work or material, make alterations, deviations, additions to or J CD F- om155ion5 from the drawings and specifications, and make changes in the project C� 2. CONSTRUCTION PROCEDURE as may be deemed necessary or advisable, within the general scope thereof. 19. LABOR CONDITIONS 28. PATENTS AND ROYALTIES O N Q Contractor shall not be relieved of obligations to perform the work in accordance b. No claim for additional work or material will be allowed unless supported by Contractor shall comply with applicable Federal and State provisions of the labor The Contractor shall absorb In its bid, the patent fees or royalties on any patented a with the Contract Documents either by activities or duties of the Owner, landscape written Change Order signed by the Owner and the Contractor stating their Code and Fair Employment Practices. article or process which may be furnished or used in the work. The Contractor Architect, or by tests, inspections or approvals required or performed by persons agreement upon all of the following. shall indemnify and hold the Owner harmless from any legal actions that may be W other than the Contractor. 20. INDEMNIFICATION brought from infringement of patents. Z 3. NON-ASSIGNABILITY Change in the work Amount of the adjustment In the Contract sum; and a. To the fullest extent permitted by law, the Contractor shall Indemnify and hold 29. PAYMENTS M Neither the Contract that may be awarded, nor any of the moneys that may become Extent of the adjustment in the Contract time, if any harmless the Owner, Landscape Architect, Landscape Architect's consultants, W due to the Contractor under such Contract, may be assigned by said Contractor and agents and employees of any of them from and against claims, damages, a. The Contract sum is stated in the Contract and, including authorized adjustments, without the written consent of the Owner. I I . CONTROL OF MATERIALS losses and expenses, including but not limited to attorneys' fees, arising out of is the total amount payable by the Owner to the Contractor for performance of or resulting from performance of the work, provided that such claim, damage, the work under the Contract documents. 4. SERVICE OF NOTICE a. Materials, parts and equipment to be furnished by the Contractor shall be new, loss or expense Is attributable to bodily Injury, sickness, disease or death, or unless otherwise specified in these specifications or noted on the drawings. to Injury to or destruction of tangible property (other than work itself) b. Before the first application for payment, the Contractor shall submit to the The delivery or mailing of any notice, Instruction, claim or protest, or other written The materials shall be manufactured, handled, and used In a workmanlike manner. including loss of use resulting therefrom, but only to the extent caused In whole Owner a schedule of values allocated to various portions of the Work, prepared communications, personally to the Contractor or to the Owner, shall constitute or In part by negligent acts or omissions of the Contractor, a subcontractor, in such form and supported by such data to substantiate its accuracy as the Z service thereof upon the Contractor, or the owner, respectively. b. All materials shall be subject to rigid inspection and if, In the opinion of the owner anyone directly or indirectly employed by them or anyone for whose acts they Owner may require. This schedule, unless objected to by the Owner shall be O the same do not comply with the contract documents, said materials shall be may be liable, regardless of whether or not such claim, damage, loss or expense used as a basis for reviewing the Contractor's applications for payment. Q 0 0 r 5. SUBCONTRACTS rejected and immediately removed from the premises at the expense of the is caused in part by a party indemnified hereunder. Such obligation shall not be T c� o Contractor. construed to negate, abridge, or reduce other rights or obligations of indemnity W W O � N � a. Contractor shall set forth in the bid the name and the location of each which would otherwise exist as to a party or person described in this Section. DRAINAGE LO a- D a) r, subcontractor who will perform work or labor or render service to the Contractor c. Manufacturers warranties, guarantees, Instructions sheets and parts lists, which O O U) U O In or about the construction of the work. are furnished with certain articles or materials incorporated In the work, shall be b. In claims against any person or entity Indemnified under this Section by an A. GENERAL ~ O 1- _ rn U delivered to the Owner prior to acceptance of the work. employee of the Contractor, a subcontractor, anyone directly or indirectly (� U C) w OT- LL b. Contractor must have the written consent of the Owner to substitute a employed by them or anyone for whose acts they may be liable, the I . Contractor shall provide all labor, materials, and equipment to furnish and Install W O 1 Q subcontractor other than that designated in the bid. 1 2. AND TESTS SAMPLES indemnification obligation under this section shall not be limited by a limitation drainage systems as Indicated on the drawings and as specified herein. J 1- O (j m r tU The Contractor shall furnish such samples of all materials as requested by the Owner on amount or type of damages, compensation or benefits payable by, or for Y = w 2 E- 04 G. BONDS AND INSURANCE without charge. Labor and equipment necessary for the furnishing of such samples the Contractor or a subcontractor, under worker's compensation acts, 2. Contractor shall maintain the project site throughout the progress of the work In U U 0 fO � shall be the responsibility of the Contractor. disability benefit acts or other employee benefit acts. a reasonable, dry, workable condition, free of surface water. IIOE Z m 0- 1-- a. `a. Before execution of the Contract with the Owner, the Contractor shall file7 with the Owner surety bonds and applicable public liability and property damage 13. SUBSTITUTION OR EQUIVALENTS c. The obligations of the Contractor under this section shall not extend to the 3. Contractor shall be responsible for all cutting and patching of new or existing m I j 0 z insurance satisfactory to the owner in the amounts and for the purposes specified liability of the Landscape Architect, the Landscape Architect's consultants, walks, curbs and pavements required for proper installation of drainage systems. U cY in the Contract. Bonds shall be duly executed by a responsible corporate surety, a. For convenience in designation on the drawings or In the specifications, certain and agents and employees of any of them arising out of ( I ) the preparation m authorized to issue such bonds In the applicable State of the project and secured articles or materials to be Incorporated In the work may be designated under a or approval of maps, drawings, opinions, reports, surveys, change orders, 4. Trench bottom shall be graded and prepared to provide a firm and uniform through an authorized agent. Contractor shall pay all bond premiums, costs and trade name or the name of a manufacturer and catalogue number. Subject to designs or specifications, or (2) the giving of or the failure to give directions bearing surface throughout entire length of pipe. Incidentals. approval by the Owner or Landscape Architect, an alternative article or material or Instructions by the Landscape Architect, the Landscape Architect's b. Changes In the work, or extensions of time, made pursuant to the Contract, may be utilized. consultants, and agents and employees of any of them provided such giving or 5. In order to make any necessary adjustments, connections that are to be made to shall in no way release the Contractor or surety from their obligations. failure to give is the primary cause of the injury or damage, an existing pipe, catch basin or other appurtenances shall be exposed and b. The burden of proof as to the quality and suitability of alternatives shall be upon Inspected before laying new pipe. 7. DRAWINGS AND SPECIFICATIONS the Contractor. 2 1 . SAFETY OF PERSONS AND PROPERTY B. HORIZONTAL SUBDRAINS a. The contractor shall keep at the project site a copy of the drawings and 14. CERTIFICATES OF COMPLIANCE a. The Contractor shall be responsible for initiating, maintaining and supervising all specifications. In the event a discrepancy exists between figures and/or safety precautions and programs in connection with the performance of the I . Catch basins shall be as indicated and Installed as detailed on the drawings. �. drawings, the discrepancy shall be immediately submitted to the Owner for When requested, Contractor shall furnish the Owner with a Certificate of Contract. clarification. Any adjustment made by the Contractor without obtaining such Compliance stating that the material substantially meets the specifications. 2. Pipe shall be as indicated on the drawings and laid and jointed in accordance with clarification from the owner shall be at the Contractor's risk and expense and b. The Contractor shall take reasonable precautions for safety of, and shall provide generally accepted practice and to line and grade as designated on the drawings, be subject to removal if said adjustment does not meet the approval of the Owner. 15. SUFFICIENCY OF TIME reasonable protection to prevent damage, injury or loss to: employees on the with ends of pipe placed flush with the inside face of the catch basin. work and other persons who may be affected thereby; the work and materials �pNDSCgp . Should the Contractor be obstructed or delayed in the prosecution or completion and equipment to be incorporated therein, whether In storage on or off the site, 3. Interior of pipe shall be thoroughly cleaned of all foreign matter prior to, during, 4. S W' TRo qf' b. The Contract documents, as defined herein, are intended to be read together to -0 �e �y of the project by the act, neglect, delay or default of the Owner, or as a result under care, custody or control of the Contractor or the Contractor's and after Installation in the trench. <v ) describe a complete and finished piece of work, including all labor, materials and s� No. 2242 o c� equipment necessary for the proper execution of the project. Anything in the of strikes, fire, flood, lighting, storms or earthquakes, or by unavoidable calamity, subcontractors; and other property at the site or adjacent thereto, such as 0 Exp. 10/31/14 m specifications and not on the drawings, or execution the drawings and not in the or other unforeseen causes that In the opinion of the Owner, are beyond the trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not 4. Invert of curb drains shall be located a minimum of one inch ( I ") above the gutter specifications, shall be as though shown or mentioned in both control of the Contractor, then the owner may consider an extension of time for designated for removal, relocation or replacement in the course of construction. flow line. Drain pipe shall have a minimum clearance of two inches (2") from top the completion of the project. of curb and terminate at least one inch ( I ") back of curb face. STTF of �A��FUR�� c. The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. C. BACKFILL pbre,ida on,r d,��nsi or by droving me mmW by,and am,ere sealed and dw**seby for use an,and in camedion edh His spat&prgeat,uM Ad not he used,in.hob or n pad,for my pupme d. The Contractor shall so conduct operations as to offer the least possible I . Backfill material shall be free from large clods, stones, and other objectionable for wtaI*wo1 not °�i'y n ^tendW w out w permission from KXEL UXUFAM 2014 Obstruction and Inconvenience to the public. The Contractor shall have under materials, exceeding three inches (3") in diameter. construction no greater amount of work than can be performed properly with due SHEET TITLE: regard to the rights of the public. 22. PROJECT SITE MAINTENANCE SPECIFICATIONS a. Throughout all phases of construction, and until acceptance of the work, the Contractor shall keep the project site clean and free from rubbish and debris. b. Costs Incurred due to cleanup operations shall be as included In the prices bid for CHARLES the various Items of work and no separate payment will be made therefor. TROWBRIDGE SUB DATE 06/13/14 AND ASSOCIATES BID DATE • 17901 ROMELLE AVENUE DATE: SANTA ANA, CA. 92705 DRAWN BY: LR PH (714) 532-3663 FAX (714) 532-3667 JOB NO: 12830 chas2.ctaCaDgmail.com CHECKED BY: JSB LANDSCAPE ARCHITECTURE LIC. #2242 SHEET NUMBER: 50 PA2014- 111 Attachment No . ZA 4 - Project Plans REVISIONS DATE/DELTA REMARKS G. GALVANIZED PIPE pipe, g 0. CONTROLLERS AND WIRING 9. Rubber Ring Seal Joint: T. MATERIALS TO BE FURNISHED IRRIGATION SYSTEM - AUTOMATIC I . Galvanized steel i e, where indicated on the drawin s, shall be ASA Schedule 40 mild steel screwed pipe. Fittings shall be medium galvanized a. Use factory-made male end or prepare field-cut male end to exact I . Contractor shall furnish the Owner the following materials at the end of A. GENERAL screwed beaded malleable iron. I . Controller shall be of the type and manufacturer as indicated in the specifications of factory-made end. g Irrigation Legend on the drawings, or approved equal. Contractor shall construction, prior to the Post-Installation Maintenance Period: I . Contractor shall provide all labor, materials, and equipment necessary 2. All galvanized pipe and fittings installed below grade shall be painted install controller as indicated in the details on the drawings and in b. Carefully clean bell or coupling and insert rubber ring without lubricant. to furnish and install the irrigation system as indicated on the drawings with two (2) coats of Koppers #50 Bitumastic, or approved equal. Pipes accordance with manufacturer's recommendations. • Two (2) sets of special tools required for removing, disassembling and Position ring carefully according to manufacturers recommendations. adjusting each type of sprinkler and valve supplied on the protect. and as specified herein. may be wrapped with an approved asphaltic tape. Two (2) five foot (5') valve keys for operating isolation valves. 2. Connections between the controller and the remote control valves Y p 9 c. Lubricate male end according to manufacturers recommendations and Two (2) keys for each controller. 2. Coordinate the installation of all irrigation materials with the shall be made with direct burial solid copper wire. Control wire shall be insert male end to specified depth. Use hands only when inserting PVC Y construction of site amenities and planting. # 14 AWG, Type U.F., GOO volt. Common wire shall be # 12 AWG. Wire pipe One ( I ) quick coupler key and matching hose swivels for each quick H. UVR-PVC FIFE shall be PVC insulated of single conductor type, underground feeder coupler valve installed. 3. All work on the irrigation system, including hydrostatic, cable, U.L. approved. d. Thrust blocks shall be provided where necessary to resist system One ( I ) set each approved as-built and record drawings. coverage, and operational tests and the backfilling and I . UVR-PVC pipe, where indicated on the drawings, shall be ultra-violet pressure on ring-tite pipe and fittings. Blocks shall be concrete and the Two (2) sets each approved controller charts. resistant, Schedule 40 PVC pipe. Fittings shall be UVR-PVC fittings. 3. As practical, pilot wires shall be a different color for each valve. compaction of trenches shall be performed before size shall be based on an average soil safe bearing load of 1000 pounds U. AS-BUILT AND RECORD DRAWINGS W planting operations. Common wires shall be white with a different color stripe for each per square foot. Z automatic controller. I . BACKFLOW PREVENTION UNIT I . Contractor shall maintain and keep up to date one ( I ) set of bluelines 4. Drawings are diagrammatic and shall be adjusted as necessary to e. Form thrust blocks in such a manner that concrete comes in contact conform to actual field conditions. Costs incurred due to any adjustment 4. Wire shall be buried a minimum of eighteen inches ( 18") in depth and only with the fittings. Thrust blocks shall be between solid soil and the showing the "as-built" location of major features of the protect and Q I . Backflow prevention unit shall be facto assembled and shall be as whenever possible shall occupy the same trench as the mainline; bundled indicating changes that may occur during installation. W 9: for coverage, including those requested by the Owner relative to the p factory fitting. location of irrigation heads as shown on the drawings shall be the indicated in the Irrigation Legend on the drawings, or approved equal. and secured to irrigation pipelines at ten foot ( 10') intervals with plastic W J responsibility of the Contractor. Contractor shall install backflow prevention unit as indicated in the details electrical tape, providing sufficient slack for expansion and contraction. 2. Prior to acceptance of the work Contractor shall furnish the Owner 10. Irrigation lines and control wiring shall be installed under paving in on the dire for so tems shall be installed in a UVR PVC sleeve laid drawings and in accordance with manufacturer's recommendation. separate PVC Schedule 40 sleeves. Sleeves shall be installed with the with one ( I ) set of reproducible transparencies as the Record Set 5. Wire e s sshowing the as-built data, of a quality satisfactory to the Owner. Transfer V 5. Point of connection (P.O.C.) and operating pressure (P.S.I.) shall be as p y adjacent to the on-grade pipes. coverage depths as specified herein. as-build data In Ink (no ball point pen) and eradicate outdated items. Q .. indicated on the drawings. Contractor shall verify the location and size of water source, PSI, and electrical supply prior to commencing installation. I. BACKFLOW PREVENTION UNIT I I . Piping under existing pavement may be installed byjacking, boring or In case of discre ant Contractor shall immediate) nota the Owner. G. Provide a separate ground wire for each controller. hydraulic drivin except that no hydraulic drivingwill be permitted under 3. Dimension from two curbs, permanent points of reference (buildings, Q discrepancy, y I . Backflow prevention unit shall be factor assembled and shall be as y g' p y p monuments, sidewalks, curbs, pavement) the location of the following V p Y asphaltic concrete pavement. Where cutting or breaking of existing items: indicated in the s, or 9 g 9 pp q Irrigation Legend on the drawin roved equal. 7. An expansion curl shall be provided within three feet (3') of each wire _ W Bpavement is necessary, obtain permission from the Owner before cutting Contractor shall Install backflow prevention unit as indicated in the details connection and change of direction, and at least every 100 feet of wire or breaking pavement and then make all necessary repairs and . QUALITY ASSURANCE on the dw ran s ' length on longer runs. Point of connection to existing water lines. m 9 and in accordance with manufacturers recommendation. replacements to the satisfaction of the Owner, and at no additional cost • Point of connection to existing electrical power. m Irrigation valves. J C I . All local and state laws, rules and regulations governing or relating to J. VALVE BOXES 8. All splices shall be made with Scotch-Lok #3576 Connector Sealing to the Owner. Irri g � Packs, Rain Bird Pen-Tete, Sears DS-400 wire connectors, 3M DBY wire Routing of Irrigation pressure lines (dimensions, maximum 100' along any portion of the irrigation system are hereby incorporated into and made 12. All lines shall have a minimum horizontal clearance of six inches (G ) N a art of theses ecifications. However, if theses specifications call for or I . Gate valves and remote control valves, except for anti-si hon valves, route).sealin racks, or roved equal. Use one ( I ) s lice per connector ) CV p p p p p g p pp q p p from each other and from lines of other trades. Parallel lines shall not be Remote control valves. describe materials, workmanship or construction of a better quality, higher shall be installed below grade as indicated in the details on the drawings, sealing pack. Wire splices shall be located in pull boxes set one inch ( I ") installed directly over one another. standard or larger size than is required by the above rules, regulations or in lockable valve boxes manufactured by Brooks, Fraser, Ametek, or above finish grade. Quick coupling valves. Cn requirements, theses specifications and the drawings shall take approved equal. Other related equipment as requested by the Owner. q p 9 pp q 13. Provide the following minimum coverage (where lines occur under W precedence.. 9. Field splices between the controller and remote control valves will not p be permitted. paved areas, these coverage depths shall be considered below subgrade): 4. Contractor shall submit As-built/Record Drawings to Owner for review Z 2. Valve box Ills shall be green in color. Gate valves shall be identified p 2. In the event any equipment or methods indicated on the drawings or by stamping "GV" on the valve box cover. Remote control valves shall be • Pressure mainline 18" prior to completing Controller Charts. specified herein conflict with applicable regulations, Contractor shall identified by stamping "RCV" and station number on the valve box cover. 10. Install a spare control wire of a different color along entire mainline. Non-pressure lateral lines 12" V. CONTROLLER CHARTS immediately notify the Owner or Landscape Architect in writing prior to Loop thirty-six Inches (3G") excess wire into each single box and into one Control wiring 18" installation. In case of discrepancy, Contractor shall immediately notify the 3. Valve boxes shall be set one inch ( I ") above finish grade, with valves valve box in each group of valves. R. ADJUSTING AND TESTING THE SYSTEM I . Contractor shall provide two (2) controller charts for each controller Owner. set at sufficient depth to provide appropriate clearance between the supplied. The controller charts shall show the area controlled and shall be cover and valve. I . Contractor shall furnish all equipment, materials and labor to conduct the maximum size which the controller door will allow. The controller 3. Due to the scale of the drawings, it is not possible to indicate all P. IRRIGATION HEADS Offsets, fittings, sleeves, and related other equipment, which may be pipeline pressure tests, coverage tests and operational tests. All tests charts shall be a photographic print with a different color indicating the re uired. Contractor shall careful) Investigate the structural and finished I . Irrigation heads shall be of the manufacturer, size, type, and rate of shall be made in the presence of the Owner prior to planting operations. area of coverage for each station. When completed and approved, the q Y g K. ISOLATION VALVES with the diameter (or radius) of throw, pressure, and Trenches shall not be backfilled until the pipeline pressure tests have been controller charts shall be hermetically sealed between two (2) pieces of conditions affecting the work and install a complete Irrigation system within precipitation p erformed to the satisfaction of the Owner. transparent plastic, each being a minimum of twenty (20) mils thick. Z discharge as s stifled In the Irrigation Legend on the drawings, or p p p 9 Y the intent of the drawings and specifications. I . Isolation valves (ball) shall be as indicated in the Irrigation Legend on g p g g g 0 T approved equal, and installed as indicated in the details on the drawings o the drawings, or approved equal. Contractor shall install isolation valves and In accordance with manufacturer's recommendations. 2. After completion of pipeline assembly, prior to installation of terminal W• OPERATION AND MAINTENANCE MANUALS Q N o � 4. Manufacturers warranties shall not relieve the Contractor of liability as indicated In the details on the drawings and In accordance with fittings, including but not limited to remote control valves and quick T � o under the provisions for guarantees. manufacturer's recommendation. I . Prepare and deliver four (4) individual) bound co les of the Operation W 0 W N r- 2. Riser units shall be oriented perpendicular to the finish grade with coupler valves, entire system shall be thoroughly flushed to remove dirt, I' Y 1' 1' rr 0- L: rn L0 nipples of the same size as the riser opening in the irrigation head. scale or other deleterious material. and Maintenance Manual to the Owner at least ten ( 1 0) calendar days cr � Q 2. The operating unit shall be line-sized and have any arrow cast in the prior to acceptance of the work. The Manual shall Include descriptive 0 O U O metal Indicating the direction of opening. Valve shall conform to American 3. Spacing of heads shall not exceed the maximum shown on the drawings 3. With open ends capped, prior to installing valves, test pressure supply material of equipment Installed and shall be in sufficient detail for U Q W = rn Q C. MATERIALS LIST Water Works Standards. lines for six (G) hours at 1 25 PSI. Center load PVC pipe with a small maintenance personnel to understand, operate and maintain all equipment. (D Lu O and in no case exceed the maximum spacing recommended by the p p Each complete, bound manual shall include the following: W O Q r LL manufacturer. amount of backfill to prevent arching and whipping under pressure. p gT J 0 � W I . Within fifteen ( 1 5) calendar days after award of Contract and prior to 3. Isolation valves shall be designed to permit dismantling to replace W - (n m installation, the Contractor shall submit to the Owner a list of materials sealing components without removal of the valve body from the pipeline. Index sheets statin Contractor's address and telephone number, list of = CE 2 H o U Q. INSTALLATION 4. Contractor shall be responsible for correcting any portions of the work 9 p Y Q LLJ including the manufacturer, description, model number and installation data. twenty four (24) hours In advance for the following Inspections; equipment with names and addresses of local manufacturers U (� p Lo 4. Isolation valves shall be installed with operating nuts. I . Pipe shall be cut square and the ends reamed out to the full inside representatives. IIr z m d r 2. Equipment or materials installed or furnished without prior acceptance diameter of the pipe and thoroughly cleaned of dirt, dust and moisture system layout Catalog and parts sheets on all material and equipment installed. m Q D o may be rejected and such materials removed from the site at the before installation. pressure pipeline tests Guarantee statement. I j (0 z Contractor's expense.. L. QUICK COUPLING VALVES coverage tests Complete operating and maintenance Instructions. U c>) a 2. PVC pipe shall be protected from tool damage during assembly. operational tests (prior to commencing planting operations) m 1 . Quick coupling valves shall be as indicated in the Irrigation Legend on Plastic pipe which has been nicked, scarred or damaged shall be removed X. GUARANTEE D. PRODUCT DELIVERY, STORAGE AND HANDLING the drawings, or approved equal. Contractor shall install quick coupler and replaced at the Contractor's expense. 5. Coverage test shall demonstrate that each station area Is balanced to valves as indicated in the details on the drawings and in accordance with provide uniform and adequate coverage. I . Contractor shall guarantee all materials and equipment for one ( I ) year manufacturer's recommendations, with a molded vinyl or thermoplastic 3. PVC solvent-weld joints shall be made in accordance with ASTM from the date of acceptance of the work. Should any trouble develop �> I . Contractor shall exercise care in handling, loading, unloading and rubber locking yellow cover. Coupler keys and hose ells shall be of the D-2855. Pipe shall not be exposed to water for twenty-four (24) hours G. Operational test shall demonstrate the performance and operation of within the time specified due to inferior or faulty materials or workmanship, , �1 storing of irrigation materials and equipment. same manufacturer as the valve. after solvent-weld joints are completed. all components of the controller system. Remote control valves shall be the Contractor shall be responsible for costs incurred due to repair and properly balanced, heads adjusted for coverage and system shall be replacement. 4. Trenches shall be of open vertical construction to appropriate depths workable, clean and efficient. E. PLASTIC PIPE M. ANTI-DRAIN VALVES as indicated on the drawings and specified herein. PVC pipe shall be laid 2. Sample Guarantee to be provided to Owner: on native grade or certified compacted subgrade, free of rocks or 7. Contractor shall be responsible for correcting any portions of the work GUARANTEE FOR IRRIGATION SYSTEM I . Plastic pipe, where indicated on the drawings, shall be injection 1 . Where indicated on the drawings, and as needed for field conditions, sharp-edged objects and snaked from side to side in the trench to allow that are not properly installed and retested until installation has been molded; rigid; unplasticized polyvinyl chloride (PVC); NSF approved; of anti-drain valves shall be as indicated in the Irrigation Legend on the for expansion and contraction. accepted by the Owner. high tensile strength, chemical resistant and Impact strength; and drawings, or approved equal. Anti-drain valves shall be line-sized and We hereby guarantee that the irrigation system furnished and Installed is depending on class and grade, conform to ASTM 224 1 or ASTM installed on the riser directly under the irrigation heads in accordance with 5. Teflon tape shall be used on all threaded PVC to PVC and on all S. BACKFILLING free from defects in materials and workmanship and the work has been D- 1785. manufacturer's recommendations. threaded PVC to metal joints. completed In accordance with the contract documents, ordinary wear and I . Backfill material shall be free from large clods, stones, and other tear and unusual abuse, or neglect excepted. We agree to repair or �p1DSCgpF 2. fittings and couplings shall be threaded PVC Schedule 80 conforming objectionable materials, exceeding three inches (3") in diameter. replace any defects in material or workmanship which may develop during p s W. rR qp 99 N. REMOTE CONTROL VALVES G. Brass pipe and fittings shall be assembled using Teflon dope, applied J g o`y acts re = m y to ASTM D-2464; or slip-fitting, tapered socket, solvent-weld the period of one ( I ) year from date of tante and also to air or type, PVC to the male threads only. p p p Schedule 40 conformingto ASTM D-24GG or PVC Schedule 80 2. Trenches located under areas where paving or concrete will be replace any damage resulting from the repairing or replacing of such = N0. 2242 o c� 1 . Remote control valves shall be solenoid activated, of the type, U ExP. 10/31/14 m conforming to ASTM D-2467. manufacturer and size as indicated in the Irrigation Legend on the 7. Galvanized pipe threads shall be cut with clean, sharp dies, conforming installed shall be backfilled with a six inch (G") layer of sand below the pipe defects at no additional cost to the Owner. We shall make such repairs or drawings, or approved equal. Contractor shall install remote control to American Standards Association Specification. Male pipe threads shall and three inches (3") above the pipe, and compacted in accordance with replacements within a reasonable time after receipt of written notice from 3. Solvent cement and rimer for ri id PVC solvent-weld pipe and fittings the requirements of the Earthwork Section. the Owner. We authorize the Owner to proceed to have said repairs or s p g p p g valves as indicated in the details on the drawings and in accordance with be coated with anon-toxic, non-hardening, non-corrosive joint compound. q shall be of commercial quality, IAPMO approved, conforming to ASTM manufacturer's recommendations, replacements made at our expense and we will pay the costs and charges TF OF CAUF�� D-2564. 8. Galvanized pipe or ultra-violet resistant (UVR) PVC Installed on grade therefore upon demand. shall be anchored at intervals not to exceed ten feet ( 10'), with #4 rebar, The pans,ideas,asrmgements aro da4m indic"v mpesmted by this with a "J" hooked radius. PROJECT: Omwing one omed by.and am the prpery of MM ON0EMM.and wem emthd and dercnped sally for use an.and in mmeetim mbl this specific pojedt and shay not he used,n whole or in part for amy purpose for.hid they were not ar¢mly IMad wdhml Mewho pmnissm fm LOCATION: MM U, -1 p" Signed: SHEET TITLE: Contractor Address: SPECIFICATIONS CHARLES TROWBRI DG E SUB DATE 06/13/14 AND ASSOCIATES BID DATE • 17901 ROMELLE AVENUE DATE: SANTA ANA, CA. 92705 DRAWN BY: LR PH (714) 532-3663 FAX (714) 532-3667 JOB No: 12830 chas2.ctaogmail.com CHECKED BY: JSB LANDSCAPE ARCHITECTURE LIC. # 2242 SHEET NUMBER: LS =2 PA2014- 111 Attachment No . ZA 4 - Project Plans REVISIONS DATE/DELTA REMARKS GENERAL PLANTING D. AMENDMENTS K. TREE STAKING A. GENERAL 1 . Nitrogen stabilized organic amendment shall be a ground or processed I . Contractor shall provide all labor, materials and equipment for the wood product derived from wood of redwood, fir or cedar, treated with a Trees shall be staked at time of planting as Indicated in the details on *80 pounds per acre in summer, 1 20 pounds per acre in winter D. TURF non-toxic agent to absorb water quickly. Nitrogen content, based on dry the drawings. P p p Installation of plant material as indicated on the drawings and as specified weight, shall be 0.5% for redwood and 0.7% for fir and cedar. Iron **In turf areas where soil is prepared with Gro-Power Plus, use 400 I . Prior to acceptance of the project and maintenance period, turf areas herein. content, based on dry weight, shall be 0. 1 %. Pine sawdust 15 not L. GUARANTEE pounds/acre. shall be established with a uniform 80% coverage, healthy vigorous growth acceptable. 4. Seed mixture shall be as indicated on the drawings. and to a minimum of two inches (2") in height. Costs incurred for repair or 2. Contractor shall coordinate planting with other site Improvements. I . Contractor shall guarantee plant material through on ( I ) full year after g Unless otherwise specified, structural Improvements shall be installed prior replacement of bare, sparse or damaged areas shall be the responsibility 2. When requested, Contractor shall furnish the Owner with a delivery the date of acceptance of the work. re the Contractor. to planting operations. 5. Water shall be fresh, free of impurities, excess chlorine and salts. receipt and Certificate of Compliance stating that the material substantially meets the specifications. 2. Replacement plant material shall be of the same species, variety, � size 2. If an agricultural suitability soils report Is not available, turf areas shall W 3. Contractor shall be responsible for locating and staking existin sewer, as originally planted and shall be guaranteed for one ( I ) full year from the G. Fiber shall be clean, weed-free mulch of wood cellulose containing no Z p g g g 9 Y P 9 Y be fertilized with GRO-Power 111-nitrogen 1 4-4-9 or approved equal every water and utility Imes above or below grade that might be damaged as a E. TOPSOIL date of re-planting. germination or growth-inhibiting factors. Fiber shall contain a harmless, forty-five (45) calendar days, at a rate recommended by the manufacturer. result of planting operations. Contractor shall assume sole responsibility temporary green dye. for any cost incurred due to damage and for replacement of I . Topsoil shall consist of fertile, friable 5011 of loamy character, and shall 3. Cost incurred due to replacement of dead or dying plant material shall 3. First mowing of turf shall be performed when the grass Is two and a � O aforementioned utilities. contain an amount of organic matter normal to the area. It shall be be the responsibility of the Contractor. C. INSTALLATION one-half Inches (2 %z") in height. After Initial mowing. Turf shall be cut as LLeI LL reasonably free from weeds, refuse, roots, heavy or stiff clay, stones often as necessary to maintain the turf at a height of two Inches (2") for > W o All work J e the irrigation system, including hydrostatic, coverage, and PLANTING - SODDED TURF operational tests, and the backfilling and compaction of trenches shall be larger than one inch ( I ") In diameter, sticks, brush, litter and other I . Mixing shall be performed in a tank, with a built-In continuous agitation bluegrass and fescues and one Inch ( I ") for Bermuda. deleterious substances. Topsoil may be obtained from the site if and re-circulation system, of sufficient operating capacity to produce a � performed prior to planting operations. approved by the Owner. A. GENERAL homogeneous slurry and a discharge system which will apply the slurry to 4. Contractor shall trim around irrigation heads to allow for unimpeded the designated areas at a continuous and uniform rate. spray; at the base of trees; and at borders along walks, MOwstrlps and 5. Samples of fertilizers, soil conditioners, seed, or other materials shall 2. When required, imported topsoil shall be subject to Inspection and This section is supplemental to the General Planting Section. Where curbs. � J work.be bmitted to Owner forty-eight (48) hours prior to Incorporation In the testing at the source of supply prior to delivery to the project. applicable, planting shall be in accordance with conditions therein. 2. The slurry preparation shall take place at the project site and shall U begin by adding water to the tank when the engine is at halt throttle. 5. Contractor shall remove all grass clippings from project site. F. MATERIAL DELIVERY AND INSPECTION B. PLANT MATERIAL QUALITY When the water level has reached the height of the agitator shaft, good precedence over these specifications. pAn agricultural suitability and fertility analyses soils report shall take recirculation shall be established, and at this time the seed shall be added. Q i/ W rI . Plant material shall be delivered with legible identification labels, I . Sod shall be grown from high quality propagative material, free from Fertilization shall then be added followed by the wood cellulose fiber, when E. GROUND COVER AREAS m Co handled and stored adequately to maintain a healthy condition, protecting weeds diseases, and Insects, and shall be In accordance with the the tank is at least one-third ( 1/3) filled with water Spraying shall them from drying out, windburn or an other injury. standards for regulation for nursery Inspection of the applicable State of commence immediately when the tank 15 full. If an agricultural suitability soils report Is not available, ground cover areas O B. PLANT MATERIAL QUALITY Y 9 Y J Y• the project. shall be fertilized with GKO-Power hi-nitrogen 1 14-4-9 or approved equal O N I . Plant material, shall be In accordance with the State Department of 2. Inspection of plant materials required by City, County, State or 3. Contractor shall spray designated areas with the slurry In a sweeping every forty-five (45) calendar days, at a rate recommended by the Agriculture's regulations for nursery Inspections, rules and grading. All Federal authorities shall be the responsibility of the Contractor. When 2. Sod shall be machine cut at a uniform thickness of five eighths of an motion, in an arched stream, until a uniform coat 15 achieved and the manufacturer. N Oa plants shall be of No. I Grade and have a normal habit of growth, and shall requested, Contractor shall furnish copies of such permits or certificates Inch (5/8") (excluding top growth and thatch). Individual pieces shall be out material Is spread at the required rate per acre. F. TREES be sound, healthy, vigorous and free of insect Infestations, plant diseases, to Owner. to the supplier's standard width and length with an allowable deviation of sun scalds, fresh bark abrasions or other objectionable dish urement5. All two percent (2%). Broken rolls or uneven ends will not be acceptable. 4. A slurry mixture which has not been applied within four (4) hours after W J 9 I . If required or at the direction of the Owner, trees planted as part of � plants shall have a normal, well-developed branch system and vigorous and G. SOIL PREPARATION (TURF AND GROUND COVER AREAS) mixing shall be rejected and replaced at the Contractor's expense. the Contract shall be pruned or headed back, to eliminate diseased or Z fibrous root system which is not root bound and Is free of kinked or 3. Sod shall be harvested, delivered and installed within a twenty-four damaged growth, reduce topping or wind damage, maintain growth within girdling roots. I . Fertilizin and conditioning materials shall be as specified in the project (24) hour period. 5. Slopes shall be hydr05eeded after weed abatement operations and 9 g 9 9 P P J space limitations, maintain natural appearance, due to vandalism, and to agricultural suitablllt report, planting of trees and shrubs. balance the crown with the root structure. 00 9 Y p 2. Nursery growth stock shall be selected from high quality, well-shaped a 4. Contractor shall furnish the Owner with delivery receipts and a stock, grown under climatic conditions similar to those In the project 2. If an agricultural suitability report is not available, the following Certificate of Compliance stating that the material substantially meets the G. Costs Incurred for repair or replacement of bare, sparse or damaged 9 p J 9 Y p g specifications. areas shall be the responsibility of the Contractor. 2. Staking of trees shall be checked frequently for damage, and to sece locale. Minimum acceptable size of plants as Indicated In the drawings amendments, or approved equal, shall be mechanically spread and uniformly p p Y prevent chaffing or girdling. Costs Incurred due to damage or shall correspond with that normally expected for the species and variety cultivated Into the upper sex inches (6") per 1 ,000 square feet of 5011 by C. INSTALLATION replacement due to improper staking materials shall be the responsibility of commercially available nursery stock. suitable equipment operated at approximately right angles In at least two of the Contractor. (2) directions: POST-INSTALLATION MAINTENANCE PERIOD 3. Where applicable, caliper shall be the diameter of the trunk one foot I . Prepare 5011 and provide weed abatement operations In accordance Pp p 3. At the request of the Owner, wounds over one and one-half Inch ( I ( I ) above the ground surface. 4 CY Nitrogen stabwith the General Planting Section. Rake, cultivate, float and roll until areas A. GENERAL stabilized organic amendment I/z") In diameter may be sealed with an approved tree seal. z 150 LBS Gro-Power Plus to receive turf are In a smooth and uniform condition. 4. Oversize /ants May be used If not root bound, but shall not Increase 1 00 LBS Agricultural sum I . Contractor shall provide all labor, materials and equipment to perform r p Y 9 gypsum 4. Dead or d In trees shall be Immediate/ re laced at the Contractor's 0 o r the Contract rice. U to ten percent ( 10%) of undersized plants In an 2. Finish grade for turf areas shall be one inch ( I ) below the finish work during the Post-Installation Maintenance Period, as specified herein, Y g Y p Q N O p P p p Y surface of walks, curbs, or related hard5ca e. expense with material of the same species and size and guaranteed as T cD 0 one I varlet and rade May be used; provided the are larger than the 3. Resultm soil shall be clean, In a friable condition and suitable for p Including but not limited to; adequate watering of plant material, replacing O O Y 9 Y p Y 9 9 described In these specifications. W W p W N r average size of the next smallest grade. planting. unsuitable plant material and controlling weeds, rodents and other pests. 0- I- O 0 3. Prior to sodding, soil shall be moist to a minimum depth of one Inch [f 1` 5. Contractor shall exercise preventive measures when using U) Q 6 H. WEED ABATEMENT OPERATIONS ( I ) 2. Contractor shall maintain the project on a continuous basis from the Q O U 5. Scientific and common names conform to customary nursery usage. It near tree trunks. Costs incurred due to damage or U first day after planting is completed, until acceptance of the work. 4. Prior to installation, area to be sodded shall receive sulfate of ammonia replacement of trees due to Improper measures shall be the responsibility 0 0 W = � G. Types and sizes of plant materials shall be as indicated on the I . The Irrigation system and finish grade shall be completed prior to of the Contractor. 0 U W U L- i weed abatement operations. at the rate of one ( I ) pound per 200 square feet. 3. Costs Incurred due to dama e or re lacement durin Post-Installation W ir Q r drawings. Quantities shown are a guide only; Contractor shall vers p g p g quantities by plan check. � Maintenance Period shall be the responsibility of the Contractor. J � � �j m � 2. Contractor shall operate the irrigation system to keep planting areas 5. Sod shall be laid and tamped with butt joint In a staggered "running G. SLOPES W = 7. The Owner reserves the right to refuse or reject any unsuitable plant uniformly moist for a period of three (3) weeks (2 1 consecutive calendar bond" pattern. 4. Unless stipulated otherwise by the Owner, the Post-Installation Y U W (� r material. Unsuitable plants shall be removed from the project site and days). At the end of the three (3) week period, Contractor shall spray all Maintenance Period shall consist of a minimum of ninety (90 consecutive I . Prior to acceptance of the project and maintenance period, slopes U 0 Ir O Lo visible weeds with a contact herbicide. Application method shall be as G. After installation, sod shall be rolled with a 200-pound water-filled calendar days. shall be established with a uniform 80% coverage, healthy vigorous m replaced at the Contractor's expense. Replacement plants shall be the pp Y m Q � (D �S recommended b manufacturer. Afterspraying, lantin areas shall remain lawn roller. growth. Costs Incurred for repair or replacement of bare, sparse or J 0 W Nt same species, variety, size and conditions as speclfled. Y p 9 0 unwatered for a minimum of forty-eight (48) hours. Remove weeds from 5. Post-Installation Maintenance Period may be extended by the Owner If damaged areas shall be the responsibility of the Contractor. W (D Z O 8. Pruning of plant materianot be done prior to delivery. After site. 7. Sod shall be as Indicated on the drawings. the project is Improperly maintained, appreciable replacement Is required, U ce) materials shall [L planting, pruning shall be limitedis shall ll the minimum necessary to remove or other corrective work becomes necessary. 2. Seed for replacement shall be of the same type and quality ratio as m 3. Water seven (7) additional consecutive calendar days from the first PLANTING - HYDROSEEDING specified in the Plant List on the drawings. Injured twigs and branches, dead wood and suckers. Y B. EXECUTION application and apply a contact herbicide as may be necessary. After A. GENERAL 3. If a 50115 report Is not available, slopes shall be fertilized with 9. Plant material 15 subject to substitution based upon availability. second spraying, water shall not be applied for an additional forty-eight I . All areas Including, but not limited to, turf, ground cover, and concrete Gro-Power HI-nitrogen 14-4-9 or approved equal every forty-five (45) - ��'o� Substituted material shall be approved In advance by the Owner. hour period. Applications shall continue at seven (7) day intervals as determined by the Owner. This section Is supplemental to the General Planting Section. Where flatwork, shall be kept clean and free of weeds, litter and debris. calendar days, at a rate recommended by the manufacturer. C. FERTILIZERS applicable, planting shall be In accordance with conditions therein. 2. Subsurface drains and catch basin grates shall kept clean 4. Contractor shall apply spray chemicals when air currents are still; B. PLANT MATERIAL QUALITY n leaves, H. PALM TREES / I . Fertilizers shall comply with applicable requirements of the State preventing drifting onto adjoining property and preventing any toxic litter and debris to ensure unimpeded passage of water. Drain Imes shall Agricultural Code and shall be packaged, first grade, commercial quality exposure to persons whether or not they are In or near the project. I . Seed shall be fresh, clean, pure new cropseed. Seed shall be be periodically flushed with clear water to avoid build-up of slit and debris. I . Maintenance shall include, but not limited to, spraying to control or products identified as to source, type of material, weight and delivered to the site, unmixed, in separate sealed containers. Each sealed3. prevent disease and weekly water management Including soil probing, manufacturer's guaranteed analysis. Fertilizers shall not contain toxic 5. Weeds and debris shall be disposed of off-site. container shall bear the seed suppliers to Indicatin the container weight, an Before weeds exceed two inches ds In height, they shall be removed observation of loll moisture sensing devices (where applicable), and palm In redients In quantities harmful to human, animal, or /ant life. When pp g g g and disposed of off-site. Serious weeds shall be spot sprayed and left In tree pruning. 9 q p seed type, seed purity and germination, and certificate of release by a lace for seven (7) calendar days. Areas sprayed shall remain unwatered re ue5ted, Contractor shall furnish the Owner with Certificate of I. BACKFILL p Y q County agricultural commissioner. for a minimum of forty-eight (48) hours. Dead weeds shall be removed 2. Pruning shall be done with sterilized reciprocal saws (not chain saws) Compliance stating that the material substantially meets the specifications. g I' I . Backfill shall be as speclfled In the project agricultural suitability report; 2. Contractor shall furnish the Owner with delivery receipts and a seven (7) calendar days after application and disposed of off-site. to prevent transmission of disease causing agents from tree to tree. Saw 2. Commercial fertilizer shall be a elleted, beaded, or ranular product machine-mixed and approved by the Owner prior to Incorporation In blades shall be sterilized before and between pruning of each frond by DSC p 9 p Certificate of Compliance stating that the material substantially meets the �f,N APF haven the chemical analysis specified herein and shall be free-flowing planting pits. 4. If the Owner notifies the Contractor of failure to control weeds as Immersing the blade in a solution of fifty percent (50) household bleach 9 Y p 9 specifications. O W T q material delivered In original unopened containers. Use of material which p specified herein, the Contractor shall kill all weeds within ten ( 10) calendar and fifty percent (50%) water for five (5) minutes. The solution should be =�,�' ��s R0 ASS becomes caked or otherwise damaged shall not be permitted. 2. If a agricultural suitability report Is not available, the following days of such notification. The Post-Installation Maintenance Period will be kept up to strength by the regular addition of more bleach. C) No. 2242 �o g p amendments or approved equal, shall be Incorporated: 3. An agricultural suitability report that has been prepared for the specific extended for every day after the ten ( I 0) calendar days until such weeds -� Exp. 10/31/14 01m 6 arts b volume On-site 5011 site shall take precedent over the following materials. If such report is not have been killed. 3. Organic base fertilizer shall be comprised of decomposed animal, fish p Y available, the following materials shall be of such a character that when I. INSPECTION and vegetable matter with humic acids and a bacterial stimulant, 4 parts by volume Nitrogen stabilized organic amendment g dispersed In a uniform slurry shall form an absorbent porous mat: 5. Contractor shall take appropriate ste s to eliminate rodents. s manufactured as Gro-Power by Southern California Organic Fertilizer Co., 17 LBS per CY of mix Gro-Power Plusp Upon completion of the Post-Installation Maintenance period, Contractor Glendale, California, ora roved equal. I LB per CY of mix Iron sulfate shall request an inspection for acceptance of the work performed In F OF CA5 pp q 10 LBS per CY of mix Agricultural sum 3000 gallons per acre Fresh water q p p p g gyp 2000 pounds per acre Wood cellulose fiber C. IRRIGATION SYSTEM accordance with the Contract Documents. The request shall be made to 80p ounds per acre* Organic stabilizer the Owner, a minimum of seven (7) calendar days prior to the date for TM plans.Ideas,aeagennents and designs indicalaa or eepeaewied by M drawing are and by and arc Bepv"of tion UlDEIWW,od J. INSTALLATION ** Inspection. aweanadawi faa<an,ad�aan�anwii M 1000 pounds per acre Gro-Power Plus, or approved equal I . Contractor shall operate the Irrigation system automatically and shall p Vedk pojed,and shaN not be used,in whole a n pat,far am pupaue for whid properly and completely maintain all parts of the Irrigation system. LH 201nd 4 °" n dd" °" " hanoaa,aan "n I . Stake plant locations and secure approval from the Owner before excavating pits. Excavated pits shall be as Indicated in the details on the 2. Contractor shall provide for delivery of water In sufficient quantities SHEET TITLE: drawings. Dust sides of pits with gypsum before backfilling. and adjust water application to compensate for seasonal conditions. 2. Containers shall be opened and removed such that the rootball 15 not 3. Costs Incurred due to repair or replacement of equipment shall be the injured. responsibility of the Contractor. Replacement parts shall be identical to SPECIFICATIONS 3. Water all planting areas thoroughly after Installation of plant materials. the material and as Indicated on the drawings and specified herein. Additional backfill shall be added to fill voids caused by water settlement. CHARLES TROWBRI DG E SUB DATE 06/13/14 AND ASSOCIATES BID DATE • 17901 ROMELLE AVENUE DATE: SANTA ANA, CA. 92705 DRAWN BY: LR PH (714) 532-3663 FAX (714) 532-3667 JOB NO: 12830 chas2.cta9gmai1.com CHECKED BY: JSB LANDSCAPE ARCHITECTURE LIC. # 2242 SHEET NUMBER: LS =3 5_2 PA2014-111 Attachment No. ZA 4 - Project Plans n. 1Yd ao. Rif rn pom V' � Vd ❑ ❑ ❑❑ ❑❑ E-, ❑❑ ❑. ❑ - Q R4s[n nna NORTH ELEVATION �17d a I °L ,Pd � ra sum n. n•d Im ry p yspgpLlI u.In�iart'e 7d Tam w pRBm Roan ❑❑ E-1 ❑ rs�m w�� WEST ELEVATION BICKEL GROUP Elevations �\ \ ARCHITECTURE Bristol and Cypress \p-\ Scale: 1/8" = 1' BICKELCORPORATION 3800 BIRCHRCC STREET. ET, SUITE 720 June 23, 2014 ��\` • P NEWPORT 0BEACH, 1 49.757.0411 F: 949.757.051r.i�K +j dsEL�ow, \\ www . b / cko / grp . com Newport Beach, California _