ADDENDUM NUMBER 01 TO THE BID DOCUMENTS

Transcription

1 SN OS VRRN OMMUNITY OLL ISTRIT NUM NUMR 0 TO T I OUMNTS I NUMR: #-0 Student Services enter rchitectural arrier Removal vergreen Valley ollege ddendum ate: anuary 7, 07. This addendum shall be considered part of the bid documents for the above mentioned project as though it had been issued at the same time and shall be incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original bid documents, this ddendum shall govern and take precedence.. idders are hereby notified that they shall make any necessary adjustments in their estimates as a result of this ddendum. It will be construed that each bidder s proposal is submitted with full knowledge of all modifications and supplemental data specified herein. The bid documents are modified and clarified, as follows: See attached ougherty + ougherty NUM NUMR. Sincerely, indy iesing Purchasing gent Phone: mail: cynthia.giesing@sjeccd.edu ncl. ocuments: (9) pages 00 Storm Utility rainage Piping ncl. rawings: (0) pages 00 over Sheet 0 Student Services enter - ivil esign Plan 0 Student Services enter - ivil esign Plan 0 ivil onstruction etails 0 emo Plans 0 Student Services enter loor Plans 0 ullo II & Library loor Plans, oor Schedule & etails 0 nlarged Plan - SS Main ntrance 0 nlarged Plan - SS Northwest Stair - dd lternate 0 lectrical Symbols, bbreviations, Notes and Plans Measure -00 vergreen Valley ollege anuary 7, 07 #-0 SS rchitectural arrier Removal Page of

2 NUM NUMR ate: anuary 7, 07 Project: Owner: rchitect: vergreen Valley ollege rchitectural arrier Removal & SS Main ntry SN OS VRRN OMMUNITY OLL ISTRIT (S) 0 South Market Street, San ose, 95 OURTY + OURTY RITTS, LLP 90 ranklin Street, #909, Oakland, 96 The clarifications, modifications, changes, additions and/or deletions contained herein shall be incorporated within the construction documents for the project. Such information shall take precedence over that previously published. This addendum consists of pages, plus attachments. ttachments: Specifications: Section 00 (9 pages). Sheets: 00, 0, 0, 0, 0, 0, 0, 0, 0, 0. NS TO T SPIITIONS: Item No. RITTURL SIT ONRT 00 Reference: ST TRRNTS escription: dd the following:. ST TRRNTS Line.. Or pproved qual Item No. RITTURL SIT ONRT 00 Reference: STIR NOSIN escription: dd the following:.0 SUMMRY Line. Stair Nosing. dd item. STIR NOSIN. Stair Nosing, xtruded aluminum base with anchor for recessed flush embedment into poured in place exterior concrete stairs.. ull abrasive filler, color uniform throughout. brasive securely bonded to aluminum base.. /6 wide, full length of stair. Recognized as a alifornia Title Nosing.. olor to be lack L- Typical. ottom stair with disappearing riser at Student Services enter Main ntry to be Safety Yellow SSY-0 per plan.. Manufacturer.. Wooster WP- Safety Tread (to match existing in Plaza) SN OS VRRN OMMUNITY OLL ISTRIT VRRN VLLY OLL RITTURL RRIR RMOVL NUM NO. Page

3 . Or pproved qual. Locations: as indicated on drawings. Item No. STORM UTILITY RIN PIPIN 00 Reference: POLYMR ONRT, NNL RIN SYSTMS escription: Replace Specification section 00 with attached Specification section 00. NS TO T RWINS: Item No. Replace Sheet 00 Reference: 00 escription: Replace 00 with attached 00. Item No.5 Reference: escription: NRL NOTS eneral Notes on 00 Replace Note 5 with: 5. IMNSIONS T PRN OVR SL RWINS. Item No.6 ivil Sheets Reference: 00, 0, 0, 0 escription: Replace sheet 0 with attached 0. dd sheet 0. Replace sheet 0 with attached 0. Item No.8 Reference: escription: Item No. Reference: escription: Item No. Reference: escription: Replace rchitectural Sheets 0, 0, 0, 0, 0 Replace sheet 0 with attached 0. Replace sheet 0 with attached 0. Replace sheet 0 with attached 0. Main ntry Section Title 8/0 Replace title with: MIN NTRY SLOP WLWY STION Replace rchitectural Sheets 0, 0 Replace sheet 0 with attached 0 Replace sheet 0 with attached 0 Item No. lectrical Reference: 0 escription: Replace sheet 0 with attached 0. N O NUM NUMR SN OS VRRN OMMUNITY OLL ISTRIT VRRN VLLY OLL RITTURL RRIR RMOVL NUM NO. Page

4 STION 00 STORM UTILITY RIN PIPIN September 5, 06 PRT - NRL. RLT OUMNTS rawings and general provisions of the ontract, including eneral and Supplementary onditions and ivision 0 Specification Sections, apply to this Section. alifornia epartment of Transportation (altrans) Standard Specifications: a. Section 5: oncrete Structures. b. Section 5: Reinforcement. c. Section 55: Steel Structures. d. Section 70: Miscellaneous acilities. e. Section 7: Slope Protection. f. Section 75: Miscellaneous Metal. g. Section 90: Portland ement oncrete.. SUMMRY Section Includes: Pipe and fittings. rains. Polymer-oncrete Trench drainage systems... INITIONS RP: iberglass-reinforced plastic.. TION SUMITTLS Product ata: or each type of product indicated. Shop rawings: Trench rainage Systems. Include plans, elevations, sections, details, frames, covers, and grates..5 INORMTIONL SUMITTLS San ose / vergreen ommunity ollege istrict V rchitectural arrier Removal Storm Utility rainage Piping 00-

5 oordination rawings: Show pipe sizes, locations, and elevations. Show other piping in same trench and clearances from storm drainage system piping. Indicate interface and spatial relationship between manholes, piping, and proximate structures. Profile rawings: Show system piping in elevation. raw profiles at horizontal scale of not less than inch equals 50 feet (:500) and vertical scale of not less than inch equals 5 feet (:50). Indicate manholes and piping. Show types, sizes, materials, and elevations of other utilities crossing system piping. Product ertificates: ield quality-control reports..6 LIVRY, STOR, N NLIN o not store plastic pipe and fittings in direct sunlight. Protect pipe, pipe fittings, and seals from dirt and damage. andle trench drainage systems according to manufacturer's written rigging instructions..7 PROT ONITIONS Interruption of xisting Storm rainage Service: o not interrupt service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary service according to requirements indicated: PRT - PROUTS Notify istrict no fewer than three days in advance of proposed interruption of service. o not proceed with interruption of service without istrict written permission.. PV PIP N ITTINS PV orrugated Sewer Piping: Pipe: STM 99, PV, corrugated pipe with bell-and-spigot ends for gasketed joints. ittings: STM 99, PV molded or fabricated, socket type. askets: STM 77, elastomeric seals. PV Profile Sewer Piping: Pipe: STM 79, PV profile, gravity sewer pipe with bell-and-spigot ends for gasketed joints. ittings: STM 0, PV with bell ends. askets: STM 77, elastomeric seals. PV ravity Sewer Piping: Pipe and ittings: STM 679, T- wall thickness, PV gravity sewer pipe with bell-and-spigot ends and with integral STM 77, elastomeric seals for gasketed joints. San ose / vergreen ommunity ollege istrict V rchitectural arrier Removal 00- Storm Utility rainage Piping

6 PV Pipe Reducer: Pipe reducer: STM -0, SR 5, PV pipe. ittings: -M Manufacturing o. oncentric Increaser ( & or & S), or approved equivalent.. ONRT PIP N ITTINS Nonreinforced-oncrete Sewer Pipe and ittings: STM, lass, 50-, with tongue and groove or bell-and-spigot or flanged ends and gasketed joints with STM rubber gaskets. Reinforced-oncrete Sewer Pipe and ittings: STM 76. ell-and-spigot or flanged ends and gasketed joints with STM, rubber gaskets.. RINS ast-iron rea rains: escription: SM.6. gray-iron, round body with anchor flange and round grate. Include bottom outlet with inside calk or spigot connection, of sizes indicated. Top-Loading lassification(s): Medium and eavy uty.. ONRT eneral: ast-in-place concrete according to I 8, I 50/50R, and the following: ement: STM 50, Type II. ine ggregate: STM, sand. oarse ggregate: STM, crushed gravel. Water: Potable. Portland ement esign Mix: 000 psi minimum, with 0.5 maximum water/cementitious materials ratio. Reinforcing abric: STM 85, steel, welded wire fabric, plain. Reinforcing ars: STM 65, rade 60 deformed steel. allast and Pipe Supports: Portland cement design mix, 000 psi minimum, with 0.58 maximum water/cementitious materials ratio. Reinforcing abric: STM 85, steel, welded wire fabric, plain. Reinforcing ars: STM 65, rade 60 deformed steel..5 POLYMR-ONRT, TRN RIN SYSTMS San ose / vergreen ommunity ollege istrict V rchitectural arrier Removal Storm Utility rainage Piping 00-

7 eneral Requirements for Polymer-oncrete, Trench rainage Systems: Modular system of precast, polymer-concrete trench sections, grates, and appurtenances; designed so grates fit into trench recesses without rocking or rattling. Include quantity of units required to form total lengths indicated. Sloped-Invert, Polymer-oncrete Systems: Trench Sections: rates: a. Interlocking-joint, precast, modular units with end caps. Integrally cast-in galvanized steel edge rail. i. O lassikdrain 00, or pproved quivalent. b. Invert slope inside channels as indicated and with outlets in quantities, sizes, and locations indicated. a. rate certified to meet Load lass with slots or perforations that fit recesses in trenches. i. O rate Type 80Q Iron Wave to match existing grates in Plaza, or pproved quivalent. b. Material: uctile Iron c. olors: To match existing grates in Plaza. omponent ccessories: Manufacturer s recommended standards unless otherwise indicated including locking Mechanism standard device for securing grates to sections. Supports, nchors, and Setting evices: Manufacturer's standard unless otherwise indicated. Trench-Section oining and astening Materials: s recommended by system manufacturer..6 T SINS atch asins: Precast, polymer-concrete units with cast-in galvanized steel edge rail, Load lass. PRT - XUTION. RTWOR O -90 atch asin, or approved equivalent. a. 0-inch by 0-inch by approximately 6-inch polymer-concrete body, with outlets in quantities and sizes indicated. oint Sealant: STM 990, bitumen or butyl rubber. rade Rings: Include two or three reinforced-concrete rings, of 6- to 9-inch total thickness, that match -inch-diameter frame and grate. Pipe onnectors: STM 9, resilient, of size required, for each pipe connecting to base section. San ose / vergreen ommunity ollege istrict V rchitectural arrier Removal 00- Storm Utility rainage Piping

8 xcavation, trenching, and backfilling are specified in Section 000 "arth Moving.". PIPIN INSTLLTION eneral Locations and rrangements: rawing plans and details indicate general location and arrangement of underground storm drainage piping. Location and arrangement of piping layout take into account design considerations. Install piping as indicated, to extent practical. Where specific installation is not indicated, follow piping manufacturer's written instructions. Install piping beginning at low point, true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves, and couplings according to manufacturer's written instructions for use of lubricants, cements, and other installation requirements. Install manholes for changes in direction unless fittings are indicated. Use fittings for branch connections unless direct tap into existing sewer is indicated. Install proper size increasers, reducers, and couplings where different sizes or materials of pipes and fittings are connected. Reducing size of piping in direction of flow is prohibited. When installing pipe under streets or other obstructions that cannot be disturbed, use pipe-jacking process of microtunneling. Install gravity-flow, nonpressure drainage piping according to the following: Install piping pitched down in direction of flow. Install piping NPS 6 and larger with restrained joints at tee fittings and at changes in direction. Use corrosion-resistant rods, pipe or fitting manufacturer's proprietary restraint system, or cast-in-place concrete supports or anchors. Install piping with 0-inch minimum cover. Install PV cellular-core piping according to STM and STM Install PV sewer piping according to STM and STM Install PV profile gravity sewer piping according to STM and STM Install nonreinforced-concrete sewer piping according to STM 79 and P's "oncrete Pipe Installation Manual." 8 Install reinforced-concrete sewer piping according to STM 79 and P's "oncrete Pipe Installation Manual.". PIP OINT ONSTRUTION oin gravity-flow, nonpressure drainage piping according to the following: oin PV cellular-core piping according to STM and STM 89 for solvent-cemented joints. oin PV corrugated sewer piping according to STM for elastomeric-seal joints. San ose / vergreen ommunity ollege istrict V rchitectural arrier Removal Storm Utility rainage Piping 00-5

9 oin PV sewer piping according to STM and STM 0 for elastomeric-seal joints or STM 0 for elastomeric-gasketed joints. oin PV profile gravity sewer piping according to STM for elastomeric-seal joints or STM 79 for gasketed joints. 5 oin nonreinforced-concrete sewer piping according to STM and P's "oncrete Pipe Installation Manual" for rubber-gasketed joints. 6 oin reinforced-concrete sewer piping according to P's "oncrete Pipe Installation Manual" for rubber-gasketed joints. 7 oin dissimilar pipe materials with nonpressure-type flexible couplings.. RIN INSTLLTION Install type of drains in locations indicated. Use Medium-uty, top-loading classification drains in paved foot-traffic areas. Use eavy-uty, top-loading classification drains in vehicle-traffic service areas. mbed drains in -inch minimum concrete around bottom and sides. asten grates to drains if indicated. Set drain frames and covers with tops flush with pavement surface..5 T SIN INSTLLTION onstruct catch basins to sizes and shapes indicated. Set frames and grates to elevations indicated..6 STORMWTR INLT INSTLLTION onstruct inlet head walls, aprons, and sides of reinforced concrete, as indicated. onstruct riprap of broken stone, as indicated. Install outlets that spill onto grade, anchored with concrete, where indicated. Install outlets that spill onto grade, with flared end sections that match pipe, where indicated. onstruct energy dissipaters at outlets, as indicated..7 ONRT PLMNT Place cast-in-place concrete according to I 8..8 ONNTIONS Make connections to existing piping and underground manholes. San ose / vergreen ommunity ollege istrict V rchitectural arrier Removal 00-6 Storm Utility rainage Piping

10 Use commercially manufactured wye fittings for piping branch connections. Remove section of existing pipe; install wye fitting into existing piping; and encase entire wye fitting, plus 6-inch overlap, with not less than 6 inches of concrete with 8-day compressive strength of 000 psi. Make branch connections from side into existing piping, NPS to NPS 0. Remove section of existing pipe, install wye fitting into existing piping, and encase entire wye with not less than 6 inches of concrete with 8-day compressive strength of 000 psi. Make branch connections from side into existing piping, NPS or larger, or to underground manholes and structures by cutting into existing unit and creating an opening large enough to allow inches of concrete to be packed around entering connection. ut end of connection pipe passing through pipe or structure wall to conform to shape of and be flush with inside wall unless otherwise indicated. On outside of pipe, manhole, or structure wall, encase entering connection in 6 inches of concrete for minimum length of inches to provide additional support of collar from connection to undisturbed ground. a. Use concrete that will attain a minimum 8-day compressive strength of 000 psi unless otherwise indicated. b. Use epoxy-bonding compound as interface between new and existing concrete and piping materials. Protect existing piping, manholes, and structures to prevent concrete or debris from entering while making tap connections. Remove debris or other extraneous material that may accumulate. Pipe couplings, expansion joints, and deflection fittings with pressure ratings at least equal to piping rating may be used in applications below unless otherwise indicated. Use nonpressure-type flexible couplings where required to join gravity-flow, nonpressure sewer piping unless otherwise indicated. a. Shielded flexible couplings for same or minor difference O pipes. b. Unshielded, increaser/reducer-pattern, flexible couplings for pipes with different O. c. Ring-type flexible couplings for piping of different sizes where annular space between smaller piping's O and larger piping's I permits installation..9 LOSIN NON STORM RIN SYSTMS bandoned Piping: lose open ends of abandoned underground piping indicated to remain in place. Include closures strong enough to withstand hydrostatic and earth pressures that may result after ends of abandoned piping have been closed. Use either procedure below: lose open ends of piping with at least 8-inch thick, brick masonry bulkheads. lose open ends of piping with threaded metal caps, plastic plugs, or other acceptable methods suitable for size and type of material being closed. o not use wood plugs. bandoned Manholes and Structures: xcavate around manholes and structures as required and use one procedure below: Remove manhole or structure and close open ends of remaining piping. San ose / vergreen ommunity ollege istrict V rchitectural arrier Removal Storm Utility rainage Piping 00-7

11 Remove top of manhole or structure down to at least 8 inches below final grade. ill to within inches of top with stone, rubble, gravel, or compacted dirt. ill to top with concrete. ackfill to grade according to Section 000 "arth Moving.".0 INTIITION Materials and their installation are specified in Section 000 "arth Moving." rrange for installation of green warning tape directly over piping and at outside edge of underground structures.. IL QULITY ONTROL Use detectable warning tape over ferrous piping. Use detectable warning tape over nonferrous piping and over edges of underground structures. Inspect interior of piping and drain system to determine whether line displacement or other damage has occurred. Inspect after approximately inches of backfill is in place, and again at completion of Project. Submit separate reports for each system inspection. efects requiring correction include the following: a. lignment: Less than full diameter of inside of pipe is visible between structures. b. eflection: lexible piping with deflection that prevents passage of ball or cylinder of size not less than 9.5 percent of piping diameter. c. amage: rushed, broken, cracked, or otherwise damaged piping. d. Infiltration: Water leakage into piping. e. xfiltration: Water leakage from or around piping. Replace defective piping using new materials, and repeat inspections until defects are within allowances specified. Reinspect and repeat procedure until results are satisfactory. Test new piping systems, and parts of existing systems that have been altered, extended, or repaired, for leaks and defects. o not enclose, cover, or put into service before inspection and approval. Test completed piping systems according to requirements of authorities having jurisdiction. Schedule tests and inspections by authorities having jurisdiction with at least hours' advance notice. Submit separate report for each test. 5 ravity-low Storm rainage Piping: Test according to requirements of authorities having jurisdiction, UNI--6, and the following: a. xception: Piping with soiltight joints unless required by authorities having jurisdiction. San ose / vergreen ommunity ollege istrict V rchitectural arrier Removal 00-8 Storm Utility rainage Piping

12 b. Option: Test plastic piping according to STM 7. c. Option: Test concrete piping according to STM 9. Leaks and loss in test pressure constitute defects that must be repaired. Replace leaking piping using new materials, and repeat testing until leakage is within allowances specified.. LNIN lean interior of piping of dirt and superfluous materials. lush with potable water. N O STION San ose / vergreen ommunity ollege istrict V rchitectural arrier Removal Storm Utility rainage Piping 00-9

13 SN OS / VRRN OMMUNITY OLL ISTRIT OPYRIT 06 OURTY + OURTY R I T T S L L P V RITTURL RRIR RMOVL & SS MIN NTRY 095 YR UN RO SN OS, 955 MSUR S PROT NO. -0 S IL NO. - S PPLITION NO ONSTRUTION OUMNTS MR 8, 06 IRTORY ST INX PPLIL OS & STNRS PROT SRIPTION OWNR SN OS / VRRN OMMUNITY OLL ISTRIT 0 S. MRT STRT SN OS, 95 TL: (08) ONTT: MR. OWN LTR MIL: OWN.LTR@S.U ONSTRUTION MNR ILN O. 095 YR UN RO SN OS, 955 TL: (08) -679 ONTT: NR MNOZ MIL: MNOZ@ILNO.OM RITT OURTY + OURTY RITTS, LLP. 90 RNLIN ST. ST 909 OLN, 96 TL: (50) 65-5 X: (50) ONTT: LN UTZ MIL: LN@RITTUR.OM IVIL NINR NRL 00 OVR ST 00 SYMOLS, RVITIONS, OS, & NOTS 00 MPUS PLN 00 O PLNS IVIL 00 IVIL NRL NOTS 0 STUNT SRVIS NTR - IVIL SIN PLN 0 STUNT SRVIS ST NTRN - IVIL SIN PLN 00 IVIL ONSTRUTION TILS RITTURL 0 MO PLNS 0 STUNT SRVIS NTR LOOR PLNS 0 ULLO II & LIRRY LOOR PLNS, OOR SUL & TILS 0 SS XTRIOR LVTIONS N STIONS 0 NLR PLN - SS MIN NTRN 0 NLR PLN - SS NORTWST STIR - LTRNT NRL OS & STNRS 0 MINISTRTIV O TITL PRT 0 UILIN O TITL PRT VOLUM N 0 LTRIL O TITL PRT 0 MNIL O TITL PRT 0 PLUMIN O TITL PRT 5 0 NRY O TITL PRT 6 0 IR O TITL PRT 9 0 UILIN STNRS TITL PRT TITL 9 - R STT IR MRSL RULTIONS NS NP 0 - LI STY O MRINS WIT ISILITIS T (), TITL II: STNRS OR SSIL SIN (PPNIX O 8 R PRT 6) IR SPRINLR NP - INSTLLTION O SPRINLR SYSTMS NP - INSTLLTION O STNPIP SYSTMS, PRIVT YRNT N OS SYSTMS NP - INSTLLTION O PRIVT IR SRVI MINS N TIR PPURTNNS NP 5 - INSPTION, TSTIN, MINTNN O WTR-S IR PROTTION SYSTMS 0 ITION 0 ITION 0 ITION 0 ITION T PROT ONSISTS O: RS TO OOR TRSOLS T LIRRY N ULLO II. ITION O LTRIL OPNRS TO () OORS IN STUNT SRVIS NTR (SS). RSIN O SS MIN NTRN STIR N SLOP WLWY, PT O TRVL RS T SS NTRNS ON N LOOR. VLLY UTTR RPL WIT LINR TRN RIN ON SS NORT, NORTST N ST SIS O SS ITIV LTRNTS MO N ONSTRUTION O XTRIOR STIR ON NORTWST O SS UILIN INLUIN NW RILS, NW XTRIOR LITIN ON UILIN. VIINITY MP PROT LOTION YR UN R 5 6 V RITTURL RRIR RMOVL SN OS / VRRN OMMUNITY OLL ISTRIT 095 YR UN RO SN OS, 955 LII SIN RO 0 ROWY, ST 800 OLN, 96 TL: (50) ONTT: RO PRINTO, P.. STRUTURL NINR LTRIL 0 NRL NOTS & TYPIL TILS 0 LTRIL TITL OMPLIN IR LRM NP 7 - NTIONL IR LRM O ( MN) 0 ITION NO. S NO. SL PM T " = '-0" L MR 8, 06-0/7/07 ULR & ULR STRUTURL NINRS, IN. 600 Q STRT, ST 00 SRMNTO, 958 TL: (96) -00 X: (96) -0 ONTT: RONL. MILIORI, S.. RR PPROVLS LOTION MP N LTRIL NINR LT RIR PR RIV, #50 SN OS, 95 TL: (08) 87-5 ONTT: N N MIL: N.N@T.OM ONTT: RZ ZR MIL: RZ.ZR@T.OM. NON PSIN LL STUNT SRVIS UILIN SON LOOR NTRNS R LTR. TR MIN RS O WOR INLU: MIN NTRN, ST NTRN, N OI NTRNS. PS ONSTRUTION SO ONLY ON R IS T T NY IVN TIM OR MINIMUM INONVNIN TO ONTS. YR UN R SN LIP R VRRN VLLY OLL VLL L LO PROT LOTION 8 9 INTIITION STMP IV. O T STT RITT OI O RULTION SRVIS T IL NO: #: LS SS OVR ST M L N 0 OURTY OURTY R I T T S L L P 90 #909 RNLIN STRT OLN, T 00 _

14 LN PROPOS OPYRIT 05 OURTY + OURTY R I T T S L L P XISTIN XISTIN ONITION NOTS: NRL NOTS: NRL SSIILITY NOTS: SL: " = 0' 5 6 SIT PLN Y NOTS SPOT RIN LN + NO S NO. -0 SL s indicated PM RP T anuary 5, 07-0/7/7 7 8 RIN NOTS: SURVY NOT: STUNT SRVIS NTR IVIL SIN PLN ORIZONTL ONTROL PLN SN OS / VRRN OMMUNITY OLL ISTRIT 095 YR UN RO SN OS, 955 V RITTURL RRIR RMOVL LII SIN RO 9 0 ROWY, SUIT 800 OLN, 96 (50) SIT, PVIN & RIN PLN SL: " = 0' 0 M L OURTY OURTY IVIL NINRS 0 R I T T S 90 #909 RNLIN STRT LLP OLN, T

15 PROPOS LN OPYRIT 05 OURTY + OURTY R I T T S L L P XISTIN XISTIN ONITION NOTS: NRL NOTS: NRL SSIILITY NOTS: SL: " = 0' 5 6 SIT PLN Y NOTS RIN NOTS: + NO S NO. -0 SL s indicated PM RP T anuary 5, 07-0/7/7 7 SURVY NOT: 8 STUNT SRVIS ST NTRN IVIL SIN PLN ORIZONTL ONTROL PLN SN OS / VRRN OMMUNITY OLL ISTRIT 095 YR UN RO SN OS, 955 V RITTURL RRIR RMOVL LII SIN RO 9 0 ROWY, SUIT 800 OLN, 96 (50) SIT, PVIN & RIN PLN SL: " = 0' 0 M L OURTY OURTY IVIL NINRS 0 R I T T S 90 #909 RNLIN STRT LLP OLN, T

16 OPYRIT 05 OURTY + OURTY R I T T S L L P ONRT OINT TILS TRN RIN N P TIL NOT US PVMNT SWUT TIL NRL T SUR RIN SYSTM SLL POLYMR ONRT 00 NNL SYSTM WIT LVNIZ STL RILS S MNUTUR Y O POLYMR PROUTS, IN. MTRILS NNLS SLL MNUTUR ROM POLYSTR RSIN POLYMR ONRT WIT N INTRLLY ST-IN LVNIZ STL RIL. MINIMUM PROPRTIS O POLYMR ONRT WILL S OLLOWS: OMPRSSIV STRNT:,000 PSI LXURL STRNT:,000 PSI TNSIL STRNT:,500 PSI WTR SORPTION: 0.07% ROST PROO Y S ILUT I N LLI RSISTNT YS 7 SLT SPRY TST OMPLINT YS T SYSTM SLL " (00mm) NOMINL INTRNL WIT WIT 5." (0mm) OVRLL WIT N UILT-IN SLOP O 0.5%. NNL INVRT SLL V VLOP "V" SP. LL NNLS SLL INTRLOIN WIT ML/ML OINT. T OMPLT RIN SYSTM SLL Y O POLYMR PROUTS, IN. NY VITION OR PRTIL SYSTM SIN N/OR IMPROPR INSTLLTION WILL VOI NY N LL WRRNTIS PROVI Y O POLYMR PROUTS, IN. NNL SLL WITSTN LOIN TO PROPR LO LSS S OUTLIN Y N. RT TYP SLL PPROPRIT TO MT T SYSTM LO LSS SPII N INTN PPLITION. RTS SLL SUR USIN 'QUILO' OLTLSS LOIN SYSTM. NNL N RT SLL RTII TO MT T SPII N LO LSS. T SYSTM SLL INSTLL IN ORN WIT T MNUTURR'S INSTRUTIONS N ROMMNTIONS. TRN RIN TIL P PVMNT TIL P LUS UR TIL LII SIN RO 0 ROWY, SUIT 800 OLN, 96 (50) NO. S NO. SL PM T V RITTURL RRIR RMOVL - IVIL ONSTRUTION TILS SN OS / VRRN OMMUNITY OLL ISTRIT 095 YR UN RO SN OS, s indicated RP anuary 5, 07 IVIL NINRS ONRT WSOUT R ILTR RI INLT PROTTION TIL IR ROLL TIL M L 0 OURTY OURTY R I T T S L L P 90 #909 RNLIN STRT OLN, T 0

17 PROTT WLL IN PL OPYRIT 06 OURTY + OURTY R I T T S L L P RMOV TRSOL. PROTT POXY LOOR N OOR IN PL PROTT ON. IN PL RMOV TRSOL, PROTT LOOR, OOR RM N ON. IN PL MOLITION NOTS. RRN STRUTURL N LTRIL RWINS OR ITIONL MOLITION. LINS RITT UL P OURTY RIN NO ,. UL RN. IORNI L O STT LOY L-0 MISR ROOM L-0 L-0 P LR ONRN ROOM 0 ULLO II. ONTRTOR TO RVIW ITMS TO MOLIS WIT ISTRIT OR ONSTRUTION MNR PRIOR TO MOLITION TO TRMIN WT IS TO SLV.. ONTRTOR SLL OORINT SIT MOLITION SUL N TIVITIS WIT ONSTRUTION MNR OR PSIN.. ONTRTOR SLL NOTIY ONSTRUTION MNR IN WRITIN PRIOR TO STRTIN SIT MOLITION. MO ONRT SL TO XPNSION OINT SLV OOR STOP OR RINSTLLTION PROTT ON. IN PL LIRRY - MO PLN /8" = '-0" ULLO II - MO PLN / = '-0" LTRNT: RMOV () STIR, RILINS N LNINS 0 0 0' - " 6' - 5" PROTT UTILITIS IN PL PROTT ON. IN PL MO ON. () LVTOR () WOMNS SS-86 PROTT () ON. IRLN IN PL 6' - 5" 6' - " 6' - " 6' - " 6' - " 6' - " 6' - " 6' - " PROTT RISTY OX IN PL RMOV RI PVR SUR PROTT () UTOMTI SLIIN OOR N STORRONT IN PL MNS SS-8 () RPTION N WITIN SS-5 MO VLLY UTTR, PROTT RINPIPS IN PL OR RUS RMOV STIRS N RMP TO VLLY UTTR PROTT ON. WNIN STRUTUR IN PL, TYP. () OPN SP SS-57 () OPN SP SS-59 PROTT ST LOOR STRUTUR LOW PROTT ON. IN PL SS-08 () OPN SP - SS-66 MO ON. () OI SS-08 () WORROOM SS-0 Room SS-88 STUNT SRVIS NTR () PRSINT'S OI SS-05 PROTT () PLNTR N N IN PL () IR YRNT RMOV VLLY UTTR N RINS, PROTT RINPIP OR R-US, S... () UTILITIS TO MOV TO PLNTR PR 0/0 N () ORRIOR SS-00 SS-05 WOR ROOM SS-09 () OI SS- SS- RPTION SS-0 RMOV () STPPIN STONS () OI RPTION SS-06 () LVTOR PROTT () ON. IRLN IN PL MOV () STON N TO LOTION SOWN ON 0/0 SS-8 RMOV OOR, OOR RWR N TRSOL RPIR OR RPL MS S NSSRY OR NW OOR MO ON. RMOV ON. PTWY YPLN + NO. S NO. SL PM V RITTURL RRIR RMOVL SN OS / VRRN OMMUNITY OLL ISTRIT 095 YR UN RO SN OS, s indicated L T MR 8, 06-0/7/07 L M () WOMNS SS-0 SS-0 () MNS SS-9 () WOR ROOM SS-6 PROTT () ON. STIR IN PL () LUN R SS-5 () TRNSR/RR SS-8 N SS-00 () RPTION/WITIN SS- P SS-5 N PROTT () TRS IN PL MO ON. N RO RNS PROTT () RIN IN PL PROTT LNSPIN N IRRITION IN PL,TYP. MO ON. MO TR WLL (NO XISTIN TR) PROTT ON. IN PL 8 9 INTIITION STMP IV. O T STT RITT OI O RULTION SRVIS T IL NO: #: LS SS MO PLNS OMP. TSTIN R- TSTIN R-5 R- MISSIONS & RORS STUNT SRVIS NTR - MO PLN M L 0 / = '-0" 0 OURTY OURTY R I T T S L L P 90 #909 RNLIN STRT OLN, T 0

18 ONRT N PR PLN IN ROOM INIS /" ROUN ORNR, TYP. ST-IN-PL ONRT RO RN WOVN LNSPIN RI RT /8" PLN 8" ' - 0" " " " TYP. TYP. STINLSS STL ST STOP, RUS INIS 6 SS. STSTOPPRS R05-SS OR QUL VRY 5' - 0" OR PR PLN 7/0 N /0 STION ST ON. N 8" ROM INIS R TWO PRT POXY PPLY ST STOP ON N T 5' - 0" O.. OR PR PLN, S 0 " = '-0" " MIN. LR., TYP. OINT ILLR ONRT PVIN 7 () OORS N TRSOLS, PROTT IN PL. S 0/0 OR TRSOL TIL ' - 7" 8' - " V.I.. N SS-87 ' - 9" () ON. STIR ' - 7" V.I.. V.I.. XP. T. 0 0 N 7' - 9" V.I.. 6' - V.I.. 8' - 8" V.I.. () ORRIOR SS-00 0' - /" ' - /" LIN SS-00 P MX.9% SLOP LIN N ' - " ' - 0".9% MX LIN RO RN ' TLL ON WLL IN ROOM INIS STUNT SRVIS NTR () RPTION/WITIN SS- L5 0 LIN TYP. RO RN N MX.9% SLOP () OORS N TRSOLS, PROTT IN PL. S : OR TRSOL TIL. RIN WY ROM UILIN STIR SS-5 SS-5 R- N MX.9% SLOP XP. T. N RO RN LTRIL SS-7 Q Q Q Q Q Q Q Q " MX.9% SLOP L5 0 MX.9% SLOP 0 0 RO RN L 0 LIN L 0 ONRT MX.9% SLOP N MX 5% SLOP MX % ROSS-SLOP RNIT OULR N MX 5% SLOP ' - ' - 0" MX % ROSS SLOP I IR LN () ONRT PVIN RO RN M (N) LINR RIN, TI INTO () RIN LOTIONS, S IVIL OR MOR INO ON. PVIN M. ROOM INIS, TYP. () VLLY RIN TO RMIN IN PL YON TIS POINT RNIT OULR OPYRIT 06 OURTY + OURTY R I T T S L L P LOOR PLN LN " 8" " 60" x XT. 5" x INT. IM WN LT & LOSUR IS INSTLL IM SOWN IS OR ORWR PPRO 8" x 8" LSO S: SYMOL 00 (N) OOR 60" I. LOOR LRN 0" x 8" IXTUR LOOR LRN RO RN " - 5" RIVR RO SIT ONRT MUL PLNTR () TO RMIN. LINS RITT UL P OURTY RIN NO ,. UL RN. IORNI L O STT " O, TYP. #5 ONT., TYP. 6 MISSIONS N RORS () RIN TO RMIN 0 ' - 0" V.I.. 0' - " V.I.. 0' - " V.I.. 6' - " ' - 0" V.I.. ' - 9" ' - 9" () ON. PVIN N ONRT N STION /" = '-0" NLR PLN - ST NTRY /" = '-0" NRL NOTS " - 5" RIVR RO, MIN P /" RIVR RO PLS OVR LNSP RI ON. SL, /" MR RT OMPT TO 90% LNSP RI OL " T, SUR VRY " WIT ROUN STPLS, OVRLP " SS ST NTRN - RO RN STION 0 8 SIM () WOMNS SS-0 () ORRIOR SS-00 ULL-IT UTTON SS-0 OOR () OI RPTION SS-06 SS-06 OOR () PLNTR L5 0 SS-05 ULL-IT UTTON VSTIUL SS M7 /" = '-0" M8 /" = '-0" Q Q MX. % SLOP ON-O SWIT ULL-IT TUTOR UTTON UTOMTI OOR OPRTOR MNISM ' - 0" MX. LTRI STRI ONRT MX % SLOP LINR TRN RIN ONTROL OINT ONRT PTWY, LUS WIT OOR TRSOL N ONRT IRLN 5' - 0" XPNSION OINT ONTROL OINT () PLNTR () WLL N LVL 5' - 0" ONTROL OINT TI UTTR INTO () RINLINS, S IVIL OR MOR INO. " NOT: LNSP RI TO WOVN 5OZ POLYPROPYLN, TYP. OOR INTRIOR SI O OOR NLR PLN - OI NTRIS, TYP. 6 " = '-0" () LIT SWIT 8 /" = '-0" TRL.T. VRY 8' - 0" OR Q. SPIN TWN WLWYS N 0 /" = '-0" L M L SIM () LVTOR () WOMNS SS-86 6 PROTT () UTOMTI SLIIN OOR IN PL 0' 0' 8' 6' 0' 0' ' 80' 6' MNS SS-8 () RPTION N WITIN SS-5 UTOMTI OOR OPNR SIM TO OOR /SS-06 S... OR MOR TILS () OPN SP SS-57 () OPN SP SS-59 STUNT SRVIS NTR SS-08 () OPN SP - SS SIM () OI SS-08 () WORROOM SS-0 SS-0 Room SS-88 () WOMNS SS-0 () MNS SS-9 () PRSINT'S OI SS-05 PROTT () PLNTR N WOO N IN PL () IR YRNT TI TRN RIN INTO () STORM SWR T () T SIN LOTION, TYP. () IRRITION ONTROL VLV TO MOV TO PLNTR SSIL ONRT WLWY, TYP. N SS-05 () ORRIOR SS-00 M8 0 () WOR ROOM SS-6 M7 0 () ONRT () ONRT STIR N PLNTRS TO RMIN IN PL 0 WOR ROOM SS-09 () OI SS- SS- 0 0 RPTION SS-0 () OI RPTION SS-06 () LUN R SS-5 () PLNTR, TYP. SS-06 TYP O () SSIL ONRT WLWY, TYP. () LVTOR () TRNSR/RR SS RLOT () STON N SS-8 N 0 0 SIM. SSIL ONRT WLWY, TYP. SS-00 () RPTION/WITIN SS- P OMP. TSTIN R- 0 0 TSTIN R-5 RPL OOR TO OPN TO XTRIOR RPL TRSOL. PT RM N PRPR OR NW OOR SIM SSIL ONRT WLWY, TYP. UTOMTI OOR OPNR, S... OR MOR TILS SS-5 R- () ONRT N PROTT () TRS IN PL (N) LINR RIN RPIR ONRT MX % SLOP 6' - 0" SLOP WLWY M L ULLO II MISSIONS & RORS I ' - 0" SON LOOR PLN N 0 0 / = '-0" LL SIT ONRT NOT TO X.9% SLOP IN IRTION O PT O TRVL, UNLSS NOT OTRWIS. LL SIT ONRT NOT TO X % ROSS-SLOP.. LL ITMS NOT OR TIL R NW, UNLSS NOT OTRWIS. OURTY OURTY YPLN INTIITION STMP IV. O T STT RITT OI O RULTION SRVIS T IL NO: #: LS SS R I T T S L L P + NO. S NO. SL PM 90 #909 RNLIN STRT OLN, T V RITTURL RRIR RMOVL SN OS / VRRN OMMUNITY OLL ISTRIT 095 YR UN RO SN OS, s indicated L T MR 8, 06-0/7/07 STUNT SRVIS NTR LOOR PLNS 0

19 /" I X 8" SMOOT 8" O.. T P.O.T. ONRT SL ON R " OMPT ILL R RO N SLNT /" /8" ' - 0" /" NOT: PL XPNSION OINT T 0'-0" IRTION U.N.O. ' - 0" TYPIL XPNSION OINT LUS TRNSITION /8" TOOL S, TYP. L #@ " O WY, TYP. ONRT SL ON R OMPT ILL /" = '-0" () OOR N RM, PROTT IN PL RPL TRSOL PR TIL: 0 0 LIN () ONRT () STORRONT, PROTT IN PL () OOR STOP LNIN.9% SLOP MX ONTROL OINT TO LIN WIT () TRL. T. L 0 TYP. LIN LIN OOR NO. OOR SUL ROOM NO. WIT SIZ OOR IT TYP MTRIL RM MTRIL IR RTIN RO RWR PNI RWR M TILS M SILL OMMNTS -0 6' - 0" 7' - 0" - () () - () () P () () () 0 NW TRSOL -0 6' - 0" 7' - 0" - () () - () () P () () () 0 NW TRSOL -0 6' - 0" 7' - 0" - () () - () () P () () () 0 NW TRSOL -0 6' - 0" 7' - 0" - () () - () () P () () () 0 NW TRSOL L-0 5' - 0" 7' - 0" - () () - () () P () () () 0 NW TRSOL SS-00 6' - 0" 7' - 0" - () () - () () P () () () () PROTT UTOMTI SLIIN OOR IN PL SS-05 ' ' - 0 0" V.I.. /" 7' 7' - " - 0 V.I.. /" - () ()L - () () () () 0 NW TRSOL SS-06 ' - 0" 7' - 0" - () () - () () () () - UTOMTI OOR OPNR SS-08 ' ' - 0" V.I.. /" 7' 7' - " - 0 V.I.. /" - () ()L - () () () () 0 NW TRSOL SS- ' ' -- 0" /" V.I.. 7' 7' - " - 0 V.I.. /" ' - 0" V.I.. 7' - " V.I.. L ()L L0 0 LIP OOR SWIN, PT RWR MOUNTIN LOTIONS SS-8 ' - 0/" 7' - 0/" L ()L L0 0 LIP OOR SWIN, PT RWR MOUNTIN LOTIONS SS-0 ' - 0" 7' - 0" - () () - () () () () () UTOMTI OOR OPNR LUS TRNSITION LL ROUN OPYRIT 06 OURTY + OURTY R I T T S L L P OOR SUL NOTS NRL NOTS: PROVI SURITY SRNS T LL XTRIOR VISION PNLS & LZIN ON ROUN LVL. PROVI IR RSISTIV LZIN WR IR RTIN IS RQUIR. LL IR RT LSS WILL V MX. R O 00 SQUR INS. MXIMUM ORT TO OPRT XTRIOR OORS IS 5 LS. NON RT LZIN TO /" LMINT. UST OPNIN OR O T OOR TO 5 L. OOR LOTIONS & LRNS - S: SYMOL 00 OOR INIS TO SMI-LOSS LINS RITT UL P OURTY RIN NO ,. UL RN. IORNI L O STT NOT: PL ONTROL OINTS T 0'-0" IRTION U.N.O. " " TYPIL ONRT ONTROL OINT " LUS TRNSITION /" # R T 8" ON NTR ONRT SL ON R " OMPT ILL TO 90% R RO N SLNT RSTOR MUL () PLNTR SLNT N R RO SLOP WY ROM UILIN 8" ONRT PVIN T UILIN Q. " /" Q TYPIL ON. TO () ON.OINT SU R MT () O UILIN # ONT, TYP. XPNSION T ILLR ONRT ", TYP. NON-SRIN ROUT /" x IRON LT R PLNTR IN ONRT MX SLOP.9% L /" = '-0" L5 " = '-0" () ON. L6 /" = '-0" LINR TRN RIN, S IVIL RWINS () ON. () POXY LOOR, PROTT IN PL () LZIN L-0 INT P L5 0 TYP. 0 /" INT XT 5' - 0" () ON. L 0 () LUM STORRONT RM WTRSTRIP LUM. S OOR () SILIT IN WIT # SS SP PR MR. ROMMNTIONS. OOR PR SUL 6 = '-0" () LUM STORRONT RM () LZIN TRL T. LIN 5' - " XP. T. MX.9% SLOP. TO LUS WIT NT SURS. RINSTLL SLV OOR STOP () /" INS, MT TO NT () OORS INSULT LMINT LSS IT 8" V.I.. 5" WIT V.I.. /" LL LUS LIN LIRRY - OOR LNIN NLR PLN 5" ' - /" N MT () 5 /" = '-0" 0" MIN. -0 P () LIRRY LOY L-0-0 P RPL OOR TRSOL S TIL: ULLO II LR ONRN ROOM MISR ROOM L-0-0 P -0 P L-0 P ONTROL OINT () SLOP WLWY ONRT P RINSTLL OOR STOP () STIR LIRRY - PRTIL PLN () MRNY NRTOR 5 0 N 5 /8" = '-0" MTRIL OPRTL LOOR RWR PRTS SLL POSITION T MINIMUM O " N MXIMUM O " OV T INIS LOOR OR ROUN OOR SUL LN M L INIS LOOR PLN LN " 8" " OLLOW MTL LUMINUM P- PINT (SMI-LOSS) YPLN 60" x XT. 5" x INT. IM WN LT & LOSUR IS INSTLL IM SOWN IS OR ORWR PPRO 8" x 8" LSO S: SYMOL 00 (N) OOR 60" I. LOOR LRN 0" x 8" IXTUR LOOR LRN RO RN " - 5" RIVR RO SIT ONRT MUL PLNTR () TO RMIN. + NO. S NO. SL PM V RITTURL RRIR RMOVL SN OS / VRRN OMMUNITY OLL ISTRIT 095 YR UN RO SN OS, s indicated L T MR 8, 06-0/7/07 SUR OMPT TO 90% XT () PLNTR TO RIN TIL INT () LZIN () LUM STORRONT RM OOR LUM. S OOR TRNSOM L8 /" = '-0" L0 = '-0" XT LUM. S OOR () SILIT () OOR, PROTT IN PL OR NW OOR WR OURS, S OOR SUL TRSOL XPNSION T., TYP. ONRT WLWY LUS /" /" MX. /" /".V. MX. ON. WLWY T () OORS " OOR 8 = '-0" () ON. OWL 0 = '-0" () OOR, PROTT IN PL OR NW OOR WR OURS, S OOR SUL TRSOL 0' /" - 0 /" MX. /" /" MX. " OOR TYP / /8" () INTRIOR LOOR PROTT IN PL MX. () ON. NW ON. WR OURS LUM. TRSOL T XT. OORS 8 /" = '-0" 0 = '-0" ULLO II LOOR PLN M L N 0 /8" = '-0" INTIITION STMP IV. O T STT RITT OI O RULTION SRVIS T OURTY OURTY IL NO: #: LS SS R I T T S L L P 90 #909 RNLIN STRT OLN, T ULLO II & LIRRY LOOR PLNS, OOR SUL & TILS 0

20 MY L RNIT TO PPROV N LOT Y RITT RIVR RO OR MUL S NOT, S PLN OULR LNSP RI, TYP. 5' - 0" OR RTR " V.I.. LNIN /" MR 8" O.. WY ROUN INTR TO /" MPLITU LNIN R LVL 0' - 0" OPYRIT 06 OURTY + OURTY R I T T S L L P LINS RITT UL P OURTY RIN NO ,. UL RN. IORNI L O STT SUR OMPT TO 95% +/- 5' - 0" NY IRTION OULR PLMNT STIR NOSIN T. STIR, ULL RSIV, L, ULL LNT O STP, TYP. OTTOM STP WIT VRYIN RIS U TO SLOPIN PULI WY T MIN NTRN NOSIN TO YLLOW / O L TOTL /" = '-0" 0" 8" " " 85 8" SORT ON. WLL STION # NOSIN R, TYP. VRIS PR PLN TYP. " MX SLOP.9% " () # ONT. / R /" " = '-0" 8" 9" " " 8" " 7" " N LVL 5' - 0" ST IN PL ONRT STIR, TYP. 8" WY R /" PR PLN SS NORT LVTION - MIN NTRY /8" = '-0" " RT S 90% OMPT ILL NOT: STIR SOUL SIN TO IRT WTR LOW TO NRST RIN. MX SLOP.9% IN NY IRTION. -/" I. XS-SS S. 80 PIP OL OINT, LUS WIT STINLSS STL SUTON /" TO TOP O SLV NON-SRIN ROUT ILL -/" x /8" PIP SLV MIN 9" M. " SQUR RILIN OUNTION #5 TOP & OTTOM ON TR PT ' - 0" TO STRT O RIUS WR OTTOM STP NOUNTRS XISTIN SLOP R, MX RIS NOT TO X. ONTRSTIN YLLOW RSIV STIR TR RQUIR R /" TYP. ' - 0" " 9" Q TYP, V.I.. " " LR. Q TYP. / 8" 8" 0 TYP. ' - " ' - 0" 0 /" " 0' - 0" 7/ TYPIL STIR TR ' - 0" TO TOP O RILIN N LVL 5' - 0" /" XPNSION OINT ILLR W/SLNT, TYP. STINLSS STL OVR, WNR 60-S OR QUL, VRTIL MMR 8" WY 8" SS MIN NTRN - RILIN TYP. SIN 8" " = '-0" 7 /" = '-0" LINR RIN TI INTO () RINLIN, S.. () VLLY UTTR TO RMIN PLNTR IN TO MT () MUL WIT OULR, S L/0 XP. T. () UTILITIS TO ROUT TO NW SUR LVL 60" 58" 57" 59" ST STOP, TYP. ONRT LNIN " 8" 8" 8" " 8" STNR RY ONRT SN OLOR ONRT -7" 9" ROL IR LN () ONRT PVIN 57" 60" 57" 57" 57" -" 8" 0" " ON. NS, IN ROOM INIS, WTRPROO OTIN, S 7/0 OR ON. OLORTION """"" LUS TRNSITION TRL. T. TYP. ROL IR LN 8" () ONRT PVIN XP. T. () ONRT, PROTT IN PL STNR RY ONRT STNR RY ONRT SN OLOR ON. STINLSS STL RILINS, S TIL ONRT NS WIT IN ROOM INIS N WTRPROO OTIN 8" 8" 0" 9" N N " STUNT SRVIS NTR () YR OX, UST IT TO LVTION NLR PLN - MIN NTRY - ONRT PTTRN 7 0.9% SLOP MX.9% MX ROSS-SLOP ONRT SLOP WLWY M. ROOM INIS 8 0 () PLNTR N 7 /8" = '-0" YPLN INTIITION STMP IV. O T STT RITT OI O RULTION SRVIS IL NO: #: NO. S NO. SL PM NLR PLN - V RITTURL RRIR RMOVL SS MIN NTRN SN OS / VRRN OMMUNITY OLL ISTRIT 095 YR UN RO SN OS, s indicated L T MR 8, 06-0/7/07 ONRT STIR N RILINS -LTRNT, S 0 8" 8" LUS TRNSITION 9 T LS SS MIN NTRY PRSPTIV 0 L5 0 TYP. ON. PVIN M ROOM INIS S 7/0 OR ONRT OLORTION ONSTRSTIN STIR TR RSIV STRIP ON OTTOM STIR ONRT STIR, M. ROOM INIS () ROO XTNTS OV NLR PLN - MIN NTRY M L N 0 /8" = '-0" 0 OURTY OURTY R I T T S L L P 90 #909 RNLIN STRT OLN, T 0

21 N LVL 5' - 0" ST IN PL ONRT STIR, RIS MX 7", RUN 5" " I ONRT UR RTININ WLL OR MUL PLNTR () ONRT WLL N RMP ST LVL 0' - 0" " Q " Q 0 0 " RILIN TILS PR 7/0 VRTIL MMR SPIN MX 5' - 0" V.I.. UR LUS WIT TOP OULR, S L/0 9' - 0"... ' 5 RISRS T, V.I.. WLL SON XTRIOR LITS, S LTRIL RWINS ' - 0" 7" V.I.. 5' - 0" Q Q Q Q Q Q Q Q N LVL 5' - 0" ST LVL 0' - 0" () WLL RVL ST IN PL ON. STIR, S.S.. STINLSS STL RILIN, TYP. () LTRIL OX ' - " ' - " () WLL RILL LIT TO RMIN, TYP. V.I.. IT O RUN OPYRIT 06 OURTY + OURTY R I T T S L L P MOLITION NOTS. RRN STRUTURL N LTRIL RWINS OR ITIONL MOLITION.. ONTRTOR TO RVIW ITMS TO MOLIS WIT ISTRIT OR ONSTRUTION MNR PRIOR TO MOLITION TO TRMIN WT IS TO SLV.. ONTRTOR SLL OORINT SIT MOLITION SUL N TIVITIS WIT ONSTRUTION MNR OR PSIN.. ONTRTOR SLL NOTIY ONSTRUTION MNR IN WRITIN PRIOR TO STRTIN SIT MOLITION. LINS RITT UL P OURTY RIN NO ,. UL RN. IORNI L O STT 5" 5" 5" 60" 60" V.I SUR OMPT TO 90% SS - NORTWST STIR WST STION - LTRNT /" = '-0" SS - NORTWST STIR ST STION - LTRNT /" = '-0" 0 0 6' - " " RILIN PR LVTIONS N 7/0 XPNSION OINT ON. UR # ONTINUOUS, TYP. # TIS T O.. MUL PLNTR, RSTOR TR ONSTRUTION " NOT: OR RINORMNT INORMTION, S: TYP. STIR TR " " RT S " SUR OMPT TO 90% () UILIN 0 " " ' - 8" SLNT N R RO SUON PLT, TYP. Q ' - 0" LTRNT RILIN T OTTOM LNIN Q ' - 0" /" SUTON PLT, TYP. LUS RINSTLL () PVRS 8 /" = '-0" () POL LIT () RMP () MUL PLNTR STINLSS STL RILIN N TYPIL ONRT STIR, S: () ON. WLL () ROL IR LN RYL WTR SIN, PROTT IN PL () TR RSTOR LNSPIN LON 7 0 ' - " () PVRS Q TYP. 60" 5" TYP. 60" 5" TYP. 5" TYP. ONRT LNIN, S 0 () PVRS Q N N N ONRT STIRWY WIT RSIV TR T STIR STUNT SRVIS NTR ' - 8" LNIN () XTRIOR WLL RPL () PVRS TR RILIN INSTLLTION ROL IR LN MO STIR, RILINS, OOTINS N LNINS XVT OR NW RT S 0 6 RMOV PVRS OR UR PROTT ON. WLL N RMP IN PL SLV PVRS T S O STIR OR RINSTLL PROTT PVRS IN PL PROTT PVRS IN PL YPLN INTIITION STMP IV. O T STT RITT OI O RULTION SRVIS IL NO: #: LS SS + NO. S NO. SL PM V RITTURL RRIR RMOVL SN OS / VRRN OMMUNITY OLL ISTRIT 095 YR UN RO SN OS, s indicated L T MR 8, 06-0/7/07 NLR PLN - SS NORTWST STIR - LTRNT " 9 T " T RIL POSTS " " " ' - () LONY OLUMN LTRNT STIR -W STION 0 NLR PLN - SS NORTWST STIR - LTRNT 0 MO PLN - SS NORTWST STIR - LTRNT 0 " = '-0" /" = '-0" /" = '-0" M L 0 OURTY OURTY R I T T S L L P 90 #909 RNLIN STRT OLN, T 0

22 N WOR ROOM SS-09 OPYRIT 06 OURTY + OURTY R I T T S L L P R LINS ITT UL P OURTY RIN NO UL., RN LIORNI O STT ORRIOR SS-00 OI SS- OPN SP - SS-66 RPTION SS-0 OI RPTION SS-06 TRNSR/RR SS-8 WOMNS SS-0 MNS SS-9 WOR ROOM SS-6 LUN R SS-5 RPTION/WITIN SS- LTRIL PLN /8" = '-0" V RITTURL RRIR RMOVL SN OS / VRRN OMMUNITY OLL ISTRIT 095 YR UN RO SN OS, NO S NO. -0 N 7 SL PM s indicated T MR 8, 06 WOMNS SS-86 MNS SS-8 RPTION N WITIN SS-5 8 INTIITION STMP IV. O T STT RITT OI O RULTION SRVIS IL NO: - #: LTRIL SYMOLS, RVITIONS, NOTS N PLNS 9 T LS SS WLL MOUNT IXTUR N.T.S. LITIN PLN /8" = '-0" M L 0 OURTY OURTY R I T T S L L P T 0 90 #909 RNLIN STRT OLN,