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HomeMy WebLinkAbout3900 FALMOUTH ROAD - NA (4) Phaw1\5162PL0T-PH1.dw9 wows id nF-Fp PHALLOW 12 LEACHING CHAMBERS CB=21 JR-66.0± 3'DIA. 21 MIT OF(WORK 11-7777�77 0 XVI,- R- R-68.8 z"— IS� 1,71 ---------- EXISTING"LJEA:9.111N o 6ERVq I RIM = 64.8 TO % BE MAIN D� TEMPORARY 00 • 12' PIPE SLOPE 69 STORMCEPTOR UNIT S SC-4 r 77 R 66 #12001 '43 7, -9 V, FM35- -- H IR-66.2 (p ko qjr, vi T, V ov ARr w DCB-22 CD RD* 6, 0 ORDPA,i 0 X LIMIT"OF WORK j A MAINTAIN AND PROTECT n AD% EXISTING' SPACES , Of t,14 _2j N FAw C U ARD - 4 C1 W NOTE: Vanasse Hangen BrustUn,Inc. 44D I ST INSTALL PAVEMENT BINDER COURSE ONLY Figure 2 7-17-01 WITHIN LIMIT OF WORK OR AS NOTED. FSS7oNA� Grading and Drainage Plan (SET RIMS AT BINDER COURSE ELEVATION) Phase 1 Cotuit Landing 0 25 50 Feet Barnstable,Massachusetts Pheae 1%5182PLOT-PH 1. / I I wmS LIMIT OF WORK A . OMIT CCB UNTIL TOP COURSE ,,, 51 ' IS PLACED :;,... s µ '4000, � � _ � ."-"- �, DEMOLISH �•,'� REAR PORTION i f - LIMIT OF a " OF STRUCTURE , a - CCB BINDER COURSE FVIV ` 1 1 f• ?�`r x SIDEWALK/RAILING , STRUCITURE % , CONCRETE WALK p a r \ 1 j BENCH j t �`m ` 3 £ :f f� S f, } 6` STOCKADE 1GE t �' '.. 41; +�., r y � `r 30 TEMPORARY PAVEMENT MARKINGS , , _.. CONCRETE / TEMPORARY PATCH; 1 WALE BETWEEN MCC AND LIMIT OF WORK (TYPi�"n LIMIT V ORK . r f LIMIT OF "�.. � �_ � .,,s ��, .� � ��_.•- BINDER COURSE _, - � •' _. � ROCKI _.",__ ... MAN TFR r LIMIT.OF ;BINDER COURSE _.,... AND,MAINTAIN PROTECT a_w ".... EXISTING PARKING SPACES s AR RC a i E I IET I OF NR _ Vanasse Hangen Brustlin,Inc. 't IV _ - - Figure GISTEP _ Layout 8L Materials Plan s ��G _ -.....". .._ Phase 1 � Owk A NOTE: FIGURES 1, 2, & 3 ARE PHASING PLANS ONLY. Cotuit Landing mpolIiimm 0 25 50 Feet SEE CONSTRUCTION DOCUMENTS FOR ADDITIONAL DETAIL. Barnstable,Massachusetts Phme1%9162PLC1T-PH1.dwg WOODS ADS SHALLOW 12 LEACHING CHAMBERS CB-21 R-66.0t 8'DIA. R=68 5 1 = 61.30 SC-4 SHALLOW I-6550 OU I = 51.30 BO LIMIT OF WORK CB68.5 ' DMH-33 DMH-34 p ' }' ��w I=66.00(OUT) / R-68.8 R-67.9 INSTALL 12"-45' BEND I=65.20 CB-21 I=6180 DMH-33 AND CONNECT TO 1=64.70020 I=63.70 OUT) EXISTING WATER LINE ,,, .••�.� "" \ EXISTING GREASE TRACT I ' 4 — RIM EXISTING L A7 �'f ER �S INSTALL NEWS . 1 � � � �" "`'°�,. TO,BE MAINTA WATER LINE 7 f _ ��- x �°,. .'� G` REMOVE TEMPORARY CAP �/c ` '�*+•- 12"D / HYDRANT,.; 1�� �� � 12" PIP " t , � , .. 9C R � � � (TYP. HYU �JyG R, ,92, i�0 m STORMCEPTOR UNIT K FtEM(5VE do �~ s —� SC 4 RELOCATE q G Or I= 5 DM MAINTAIN AND PROTECT Yr4C :W 9; vs �€ISTJNQ,'SEWAGE _..... ~µ ' i c EPncN SYSTEM �f V D 1H-35 1 N MAINTAIN AND 66.2 I'-6270 DMH-34 t %PROTECT EXISTING f` I6200 OU 9MR CONNECTIONS • RECONNECT SEWER TO BUILDINGSHALLOW � ' �./� R � �, `r �.: Fir � , �, �� �r!>< S' 1 � DGB-22 �.. A RpEN ,,. ,,, s . } R=65.3 G/'��• r L hi vr?d. ..• I=6280 z CAP EXIS71N r7 S}{ s 1 � ,',, ' ... .- •.". '� ... ' �''.�. � r��I�e $EWER a -gyp .. �.. MAINTAIN AND PROTECTa -EXISTING SEPTIC TANK AD-RLMP CHAMBER (RESET T@ kIINDER COURSE GRACE)-- q \ r LIMIT OF WORK a \ REMOVE A �"�'• 4 f^ �� of�\ MAINTAIN AND No, ^ H. PROTECT EXISTING FM AND LEACHING FIELD io MAINTAIN AND PROTECT / EXISTING PARKING SPACES ST E R. CHO IN Rj' � CI � o` rustUn,Inc. No. 8940 I I STEP G\��� Figure 3 7-17-01 S�ONAL Ed' Utilities Plan Phase 1 Cotuit Landing 0 25 50 Feet Barnstable,Massachusetts cotul*t anding Site Pla s Issued for: Building Permit � I� I - Date Issued: July 17, 2001 Redevelopment and xpansi*on Latest Issue: July 17, 2001 Route 28 (Falmouth Road) Barnstable (Marstons Mills), Massachusetts Store No. 066 No. Drawing Title Latest Issue C-1 Title Sheet 07/17/01 NIP BARNSTABL] C-2 Legend and General Notes 07/17/01 1 C-3 Overall Site Plan 07/17/01 Vanasse Hangen Brustlin, Inc. Transportation C-4 Existing Conditions Plan 07/17/01 p Land Development C-5 Layout & Materials Plan 07/17/01 Environmental Services Site C-6 Grading & Drainage Plan 07/17/01 101 Walnut Street, P.O. Box 9151 C-7 Utilities Plan 07/17/01 Watertown, Massachusetts 02272 C-S Landscape Plan 07/17/01 617 924 1770 • FAX 617 924 2286 P.dh _ ___-_ C-9 Details 07/17/01 Locus Ma 'P _ .. Owner: C-10 Details 07/17/01 Cape Cotuit Center, LLC C-11 Details 07/17/01 c/o Eastern Development, LLC C-12 Details 07/17/01 120 Presidential Way, Suite 300 L-13 Detaiis 07/17/01 Woburn, Massachusetts 01801 C-14 Details 07/17/01 Applicant: C-15 Sewer Profiles 07/17/01 The Stop & Shop Supermarket Companies SE-1 Site Electrical Plan 07/17/01 1385 Hancock StreetQuincy, Massachusetts 02169 Reference Drawing 617-770-7193 9 FAX 617-770-6222 o Cape Cotuit Center, LLC C-16 Sewage Treatment System Plan and Profile 07/17/01 c/o Eastern Development, LLC w 120 Presidential Way, Suite 300 Woburn, Massachusetts 01801 781-938-5602 b �N Architect: Landry Design Group a ob 389 Main Street, Second FloorOF o Salem, New Hampshire 03079 o STEV s� 603-890-6414 • FAX 603-894-4358 N cu fV� G f oN Ep ae Electrical Engineer: 0 Engineering Advantage, Inc. z w 2 Park Street 0 N O Boston, Massachusetts 02122 617-288-3969 • FAX 617-825-8922 > a vim Vanasse Hangen Brustlin,Inc. Transportation, Land Development Bnvitonmenial Seavices LEGEND D ABBRE1AATKM GENERAL NOTES SIGN Walnut sheet,P.O.Box 9151 doer PROPEX r PROPe;�ti SIGN SUMMARY Watertown,Massachusetts 02471 _________ __ 1. EXISTING CONDITIONS INFORMATION: M.U.T.C-D. SPECIFICATION 6179241770•PAX 6179242286 PROP PROPOSED NUMBER WIDTH HEIGHT TEXT 27. TCx 272t TC„ TOP&BOTTOM ELEVATION ---- PROPERTY LINE 2z15 BC zits BC' MIN MINIMUM A.BASE PLAN - THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED 27,11,c 27.15 BC TC 2zt5 BC 27.15 TOP&BOTTOM ELEVATION BY VANASSE HANGEN BRUSTLIN, INC., AND FROM PLANS OF RECORD. THE TOPOGRAPHY AND PHYSICAL — PROJECT LIMIT LINE 21_ 2t— MAX MAXIMUM FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON THE GROUND BY VANASSE HANGEN RI—I 30" 30" ' • --- --- ---- RIGHT-OF-WAY/PROPERTY LINE � \ SPOT ELEVATION w/LEADER BRUSTUN, INC., DURING MAY OF 1997. A TOPOGRAPHIC SURVEY OF ROUTE 28(FALMOUTH ROAD) WAS x 21.25 x 21.25 RET RETAIN PREPARED BY WELCH ASSOCIATES LAND SURVEYORS, INC. THE EXISTING CONDITIONS PLAN PRESENTED -� ---- --- - — - EASEMENT x�_ >/— SPOT ELEVATION w/LEADER REM REMOVE IN THIS SET Of DRAWINGS AND PREPARED BY VHB HAS BEEN REVISED TO SHOW THE GAS LINES AND 64 -- 10+00 BUILDING SETBACK 21x25 21x25 SPOT ELEVATION REMOD REMODEL ABAN ABANDON UNDERGROUND TELEPHONE LINE OF THE WELCH SURVEY. M -- �- BASELINE 0 BORING LOCATION B.THE WETLAND FLAG LOCATIONS WERE DETERMINED BY VANASSE HANGEN BRUSLTIN, INC., DURING MARCH 1997. R4 7 24 18 P-Ill TOWN LINECONSTRUCTION LAYOUT M 0 TEST PIT LOCATION AN ADJUST C.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN EXIST EXISTINGNOT --_- ----- ZONING LINE ® TEST WELL INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVES. THE CONTRACTOR SHALL VERIFY AND/OR ' • BENCH MARK DETERMINE THE EXACT LOCATION, SIZE, AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. - R&R REMOVE AND RESET THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES OR INTERFERENCES WITH THE PROPOSED R5-1 30' 3O E 2•p WORK BEFORE CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST a - - ---- -- GRAVEL ROAD °'� DRAINAGE LINE R&S REMOVE AND STACK 72 HOURS BEFORE EXCAVATING. -- --- -_-- - e� - EDGE OF PAVEMENT -"C°----- —OD— OVERFLOW DRAIN FDN FOUNDATION M D.TOPOGRAPHY- ELEVATIONS BASED ON THE TOWN OF BARNSTABLE DATUM.BITUMINOUS CURB --6a°---- —6•RD— ROOF DRAIN ELEV ELEVATION R7-1 12" 18"ccet�"� 1�"sBS BOTTOM OF SLOPE --- -- CAPE COD BERM `_ SEWER UNE 2.LAYOUT&MATERIALS: SLOPE P T PCc CHw S O O SLO ----- PRECAST CONC. CURB - --- �-- - -oHw - OVERHEAD MARE TS A.ALL DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL AND/OR CENTER OF STRIPING. e¢s1aMs --6"w---- s•W— VGC VERTICAL GRANITE CURB R7-8• 12" 18' PA® -__ - VERT. GRAN. CURB WATER LINE = ._�. SGE SLOPED GRANITE EDGING B.ALL CURB RADII ARE 4' UNLESS OTHERWISE NOTED. SLOPED GRAN.EDGING —4°N'-- 4•Fp_ FIRE PROTECTION LINE �- --- UMIT OF CURB TYPE --3"c— —3'0 GAS LINE MCC MONOLITHIC CONCRETE CURB C.CURBING- PRECAST(PCC) CONCRETE CURBING SHALL BE USED WITHIN THE SITE UNLESS OTHERWISE INDICATED - ----- SAWCUT --'AGE-' —UUE— UNDERGROUND ELECTRIC CC CONCRETE CURB ON THE PLANS. REVEAL SHALL BE 6 INCHES EXCEPT WHERE NOTED. MATCFLlE _ R14-1 24' 21' Sff%_ffr 2 aF 2 MATCHUNE —'—' T TELEPHONE LINE CCB CAPE COD BERM D.PAVEMENT MARKINGS SHALL BE WHITE OR YELLOW PAINT. PARKING STALLS SHALL BE 4" WIDE, 5wL Swt --FA---- —FA— FIRE ALARM BC BITUMINOUS CURB WHITE DOUBLE STRIPED. HANDICAPPED STALLS SHALL BE YELLOW, DOUBLE STRIPED, FIRE LANES, 5vt stt SOLID WHITE LINE —_CAN— —CATV— CABLE TV PCC PRECAST CONCRETE CURB CURB EDGES(AT MONOLITHIC CONCRETE SIDEWALK), LIGHT POLE BASES(PAVED AREAS ONLY), AND BOLLARDS, M6-1 21" 15' �. SOLID YELLOW LINE SHALL BE YELLOW. L or R NIC NOT IN CONTRACT ( ) B1r, BWL - BROKEN WHITE UNE ®CB CATCH BASIN E.SEE ARCHITECTUAL PLANS FOR EXACT BUILDING DIMENSIONS, AND LOCATION, GRADES, AND DETAILS OF RAMPS, STAIRS, NPV NO PIPES VISIBLE_ Br. BYL - BROKEN YELLOW LINE CONCRETE SIDEWALKS ADJACENT TO THE BUILDING, WHEEL CHAIR RAMPS, DOLLY PADS, AND BOLLARDS.DCB DOUBLE CATCH BASIN M6-3 21" 15" SWCHL SWCHL ®GI TUTS NOT i0 SCALE SOLID WHITE CHANNEUZING LINE +� GUTTER INLET TYP TYPICAL 3.UTILITIES: SYCHL__. SYCBL SOLID YELLOW CHANNEUZING LINE © • DRAIN MANHOLE APPROX APPROXIMATE A.PROPOSED RIM ELEVATIONS ARE APPROXIMATE. SET CATCH BASIN RIM GRADES IN ACCORDANCE WITH GRADING • ADD VAN ACCESSIBLE WHERE APPROPRIATE. P'a;__ Dtt PLAN CONCEPT. ALL PROPOSED DRAIN MANHOLES, SEWER MANHOLES, GAS GATES, WATER GATES, ETC., ARE TO DOUBLE YELLOW LINE =Tp= =ro= TRENCH DRAIN ACR ACCESIBLE CURB RAMP BE ADJUSTED AS NECESSARY TO BE FLUSH WITH FINISHED PAVEMENT GRADES. ADJUST ELEVATIONS OF EXISTING SL STOP LINE C PLUG/STUB FES FLARED END SECTION MANHOLES, GATES, ETC, WHICH ARE TO REMAIN TO BE FLUSH WITH FINISHED PAVEMENT GRADES. £S► FES► FLARED END SECTION LA LANDSCAPED AREA B.THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY -- - STEEL GUARD RAIL U HEADWALL SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, WOOD GUARD RAIL THE RESPECTIVE UTILITY COMPANY(GAS, TELEPHONE,ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN GREASE TRAP LOADS AND LOCATIONS Q BE COORDINATED WITH OWNER AND ARCHITECT. _.._^__.._.._ PATH ® ® CONTROL STRUCTURE UFLrtY ✓ ( �^ ��Y� TREE LINE GT CHANGE IN TYPE C.THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND SHALL BE RESPONSIBLE FOR PAYING ANY FEES <?� • SEWER MANHOLE FOR ANY POLE RELOCATION AND FOR THE ALTERATION OR ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE -"-'-"- -"-"-'- CHAIN LINK FENCE F&G FRAME AND GRATE ALARM, AND ANY OTHER PRIVATE UTILITIES BY THE UTILITIES COMPANY. -°--�-P- WOOD FENCE • WATER MANHOLE F&C FRAME AND COVERwo D.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, = � STONE WALL - ® WATER GATE RCP REINFORCED CONCRETE PIPE ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE RETAINING WALL TSV TAPPING SLEEVE&VALVE VCP VITRIFIED CLAY PIPE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE rsv RESOLUTION OF THE CONFLICT. «1-=' HAY BALES PVC POLYVINYLCHLORIDE PIPE � PRESSURE REDUCER E.UTILITY MATERIALS: WATER LINES SHALL BE CONSTRUCTED OF CEMENT LINED DUCTILE IRON PIPE, SANITARY ACCMP ASPHALT COATED CORRUGATED METAL PIPE SEWER LINES SHALL BE POLYVINYL CHLORIDE(PVC)SEWER PIPE, STORM DRAINAGE LINES SHALL BE REINFORCED - —4— MINOR CONTOUR w SIAMESE CONNECTION GP CAST IRON PIPE CONCRETE PIPE(RCP), AND STORM DRAINAGE DETENTION SYSTEM SHALL BE HIGH DENSITY POLYETHYLENE(HDPE) 'b' -20-- —2p— MAJOR CONTOUR irrc xm FIRE HYDRANT PIPE, UNLESS OTHERWISE NOTED. -- '�' WM DIP DUCTILE IRON PIPE —'S —TS— TOP of SLOPE 0 o PIv WATER METER HYD HYDRANT F. SEE ARCHITECTURAL PLANS FOR UTILITY CONNECTIONS. --85— —BS— BOTTOM of SLOPE POST INDICATOR VALVE PIV POST INDICATOR VALVE G.SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, TELEPHONE AND ELECTRIC SERVICE. SITE CONTRACTOR SHALL ® WELL LOCATE, EXCAVATE, INSTALL AND BACKFILL CONDUITS AND LIGHT POLE BASES. LIGHT POLE BASES SHALL BE CAP CORRUGATED ALUMINUM PIPE FINISHED BY THE SITE CONTRACTOR. BUILDING 6G O INV INVERT ELEVATION GAS GATE H.SITE CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH THE UTILITIES 1Q0+ �jEn BUILDING ENTRANCE �;n1 CM L ° GAS METER PWW PAVED WATER WAY REQUIREMENTS. � �—�- �LD �ED Lnpnlur.nnru, UP UTILITY POLE 1. SITE CONTRACTOR SHALL EXCAVATE AND BACKFILL UTILITY TRENCHES FOR ALL INTERIOR UNDERGROUND UTILITIES ° BOLLARD • ELECTRIC MANHOLE TSV TAPPING SLEEVE,VALVE AND BOX AND SHALL GRADE SURFACE FOR FLOOR SLABS- THE SITE CONTRACTOR SHALL REQUEST SLAB AND EU1 T] DUMPSTER PAD ® ELECTRIC BOX UNDERSLAB DRAWINGS AND DETAILS FROM THE ARCHITECT IN ORDER TO PREPARE HIS BID. EM EM COND CONDUIT T SIGN ELECTRIC METER a - DOUBLE SIGN X� LIGHT POLE 4.GENERAL NOTES: PM PM • PARKING METER FLOOD LIGHT A.CONTRACTOR TO REMOVE ALL EXISTING MANMADE SURFACE FEATURES WITHIN THE UMIT OF WORK INCLUDING SINGLE LUMINAIRE BUILDING, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS tD PARKING COUNT INDICATED OTHERWISE ON THE DRAWINGS. REMOVE ALL EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE t" .+a DOUBLE LUMINAIRE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT(AND 10-FEET BEYOND PER DRAWINGS Ctp COMPACT PARKING STALLS xa II TRIPLE LUMINAIRE AND SPECIFICATIONS).�II�II ! IIIII�IIIII�I • CROSSWALK t' B.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. ALL CONSTRUCTION .$. WAD LUMINAIRE ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. CONC. PAVEMENT • WALL PACK no. a•w:m� o•c• M. = C.ALL HANDICAP ACCESSIBLE PARKING SPACES, RAMPS, SIDEWALKS AND WAYS SHALL BE CONSTRUCTED IN 0 NORMAL PAVEMENT os�y�•a er w•.�e> cn.oa.a by ® • TELEPHONE MANHOLE CONFORMANCE WITH THE AMERICANS WITH DISABILITIES ACT AND THE MASSACHUSETTS 0 HEAVY DUTY PAVEMENT TS TS ARCHITECTURAL ACCESS BOARD(WHICHEVER IS MORE STRINGENT). o<n,x.e ny SIGNAL nomo�a er 0 o TRAFFIC s<s. D•1° 7/17Po1 ® HANDICAP RAMP P � ID SIGNAL BOX D.AREAS DISTURBED DURING CONSTRUC110N AND NOT RESTORED WITH IMPERVIOUS SURFACES HANDICAP PARKING �WP oFACP FIRE ALARM CONTROL PANEL (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 6" LOAM AND SEED. VAN-ACCESSIBLE HANDICAP PARKING FB COtlilt Landing VAN ° 11 FIRE ALARM BOX E.SITE CONTRACTOR SHALL PERFORM ALL EARTHWORK OPERATIONS REQUIRED FOR FOUNDATIONS AND FLOOR Redevelopment Detail no. ❑T TRANSFORMER PAD SLABS, INCLUDING EXCAVATION, COMPACTION, BACKFILL, ETC. THE SITE CONTRACTOR SHALL REQUEST FOUNDATION ARCH. DETAIL(SEE _ AND SLAB PLANS AND DETAILS FROM THE ARCHITECT IN ORDER TO PREPARE HIS BID. and Expansion Sheet no, ARCH. DRAWINGS) J MANHOLE F. ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO ALL LOCAL MUNICIPAL Barnstable,Massachusetts -c: + UTILITY POLL STANDARDS. WORK WITHIN STATE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE MHD ,, d lo, } STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. WY POLE Building Permit FA ® HAND HOLE G.UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS l ® PULL BOX AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS. Not for Construction H.ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC °ry 'i11e CONTROL DEVICES. Legend and General Notes Drarny uumbx `ST OF C_2 o� sneet2 of 16 S'9�aNAL E��A a.ote t Nam 05162 --------------- -- --- ------------------- - - W...W05162Y...UWmitsUAcW-AplrovaIM1621eg.dwg vim Vanasse Hangen BrustUn,Inc. Transportation ".;;•''\'r'J�,,' Land Development Environmental Services _ r — LOl Wotan Street,P.O.Box 9151 Watertown,Massachusetts 02471 N�• �� _ ;��I\�, v ��'-(„ i\ / // .. 617 9241770•FAX 617 924 2286 �. N/F N/F THE CENTERVILLE.OS +1i --- I�{I ,( \'..�� ,..N .. _ ((„✓s /,, `� CENTERVILLE-OSTERVILLE �CEN LLE-OSTERVILLE BOOK 357.P> ib/Irr r /�✓ Y AAA II III I�, ,A A r r � .0 / .•r- FIRE DISTRICT �,�., SEEptvr BDOK 2sr PAG;<9g/L 1�II�r ! /r/�Jrir�:ii '�" •Ar A` ��1E. tti OSTERNLLE FIRE DISTRICT `- BOOK 4590 PAGE 97 MBA MILLS FlRE DISTRIg;` ;�\ `�'�`� - A55.58Jb' f �II !I(�l \' ,.ii; /ROOK}625,'PAGE 139, BOOK 7072`PAGE.33�.�;.__'=�_"'� ��\ \\` _.-� -�,� I \ __ �i�1 / \• '_r5EE B%294,PAGE 99'OT 7 SEE PLAN BOOK 400,PAGE 48/L0T7 \ _ / \\� _ /�////r,r ! \ / "'��; AsBS 59/12 V Ass.al/B wea r �s =� v A �/_ i i i,,r A / r Emu 00 i /CON `` �BOUTAI,---'�~ r/ \.,' ( r3�99g ,I ri _ THEFlRETERVILET AY2,5. AIL A_ TERVILLE / BODND;• 1 ��V 1, Q ';r Bd• _ Iri22B24 eanuT�cENTER,uc i SS.58/ / 127,024 SF.t \� ! -d55.ge/27 / (2.916 Ac.) - r :�JO STOW: \ / Vol, / A55 41 LY/ / // — - 0 e i •+,q>:�' c�� jrll✓-rl ! �' AVID �EF.AL �a / sroNE\j 5b+r'' _ - '4)_I�BES AS SHOYM ON m ( / / PLAN IN PLAN BOBK\H7,PAGE 80 i iir�9 rr•• •,-\ f 1 t /<\.7 �i ,\ tD9.. _ --.23 rs,,,__ca+cREIE 90UND ,��+� i / r _ lJ _ (FOUND) \`1.✓i 9 xovN , N�f Fvl _ i j � JIB L 1 1 j .\,_` , "CAPE COTUIT CEt±; ,LLC NT!F' !1/ ////i r oNRCRrnw ,- 1 ! 85t 63 1 / i. _ _ f24.5af '� MARK'F`.`WW-t4L // /I _11FR. BOOK nrS.rAeE szf��, 1,l T� (2,85o"A�� Dsn�1. ASS..giL}p_i2_ rr 11�1 1- i )r / c ..� , 1 ��.— Sri— „s `�` / it 1 , ' \ yW+�'Ip,Fwss s'°I LOT- FOUND) BOINID - L " I I 4�/ I: r, ( / � � ✓/ _ ,\ �o ` '( ) I/! yyt tttt / _---I I 1 i '� \/ ;r�� \ \\�` ! !, i-( s r•Ip c�e7P/Qc v�vA__ & Q4P SUN �Y , \�II o r n A, N �4 +�( cDiurYcNTER.L1C (270•� r 4i11 I / r r ',� r/ %, ; 5s0.47e /tPR (9964:Ai.) ' \\\V =\q �.' -�, Ir5'WIDE EASEMENT T M cal _jt)NET.&T.CO. AL, _ \' \ w` 20 MADE EASEMENT TO CENTERNLLE-OSIERVILLE °'°A&\i-.,� �u FIRE DISTRICT CONCRETE / j (1\. \ \ .\ `F := ,,. V (SEE SILEET 2) //r r , .. I ! 1 /'' O _ NIr NAY r 1 �i, 1 , � ` R� �'�' vca 1a� A�� CON �� K a un I N _ 'C1jPE COlI11P- CENTER.I LLG Fw- AREA 314 SF' , `� //. / \\ I TOWN OR BARNSTABLE/ Y� `•` w6" „mw c� LJF DR O078 ORES j _ f \ LC 22824✓ tc 22824" 0 'F1 -- rj t •_ / LOT 111 G ) - � / \ - f`_- /y LOT 11$ / CERT/ ff BOUND: AREA-328.770$F,'� / \ d p\ m (FOUND)... OR 7.54,11/ACRE / \ s B35i 4a'41 F9 N t2&55' '., I ..-/ i • -UII LA NGT ASS! ....-e.. RUSSELL. �•' .9 /�,�S .-.' /:/ y JOINT VENTURE 1 Q'00 p / 1 w�v i S LOUISE M RI -" �St, I ! ,Td&.... r/ - ,12p. _, N•Pv - CC.CERT/122 RE !T r BOOK 7781,RAGE 115 C ,- L \ , ` j�.�a C ASS.40/ti07-6�' S' \�L1�_.. �\...•`��' V.,-'' _`, ! /BOOK 1007, �.�t L07}2 A ��_ I SNrr j \ �rW`sv �_"Inr mom _ Syr'"-.' F - / "AMMAD DAUD 1 ,' • `� 4 r / \ A -may A ,t ,. MtiFR �, , -D_ C�� _ iA39• .. / DRAW E'ASOIFNT /. /._"NASSERY \�.-.`=r r ` / "•"^ \ O 77r7 RAGE;197, � / 2287.4`j BAGK- / � Q n�•A N/ LOT I '\SUSAN. IFFLTH\ \ ig� _ _ -� .., F„/,(� (F ,1"� �Yi ,ice, I D9ge$2s PAGE 78 / 1/� % j /, / pra A ram 5s•c/1o7:X03 ..a' �0, 1� � � L L\�v _o AR� �•b0�,495 SF_ �� 05R a4j' i N/F /i�rJ� 1 5- ter' ASS 57/2-3 T� .PA Ic,FLDRIDGE i �L 1 �s��1Cy8�823. AGE'157 iOME '\0, \ ASS-4071U7•a2.L0T 'y �, J y i / (FWND)NB qe ASS 49/3 CO ASS 57 2-3 �� \ •/ / rl 1 / ,eta �� N/F. .CAPE COTUIT CENTER LLC" i o„os9 _ �`� -tr'"` L �� r" —"'"r TRUSTEES OF THEvON REALTY TRUST �T \ LC 22824 ! Z �' -ij� • ✓ PARKING LOT ED'E 0 ONI `� ... AREA L0508113, �_. y`n ASS. /_} BOOK E 110 r BOOK 14406. Cb 71 �.� �,.,...^„ \ �..OR 1i A�SE`S t / As g0/i .LOT 4a ASs�4o/13 - _ _ \ �.._ r t, -•. CONCRETE 57 2 ' - i /. a I �r/�! `(FOWutm) _ sa A ; . L / �?.- "✓� Ass.57/2-3 r BOUND \�>, r,; '�` , / - TRUSTEES REALTY TRUST o. ..,. e PAGE 336 .\ _�. ���� Po N R 'tAYIVENCE D. ASS 40/109 -. •• \ \\ 1 'b\, HElEN L NtAtPH LOT 41 _ `+\ \\ 1 ` , _ i \I it 56�� \�j ,R/ _ ASS.57/2-3 \ B 55N CA R7 oeslaN.o nr pa eY a«N.OeetbY _ y ,/' f BOOK 7414, - .._. _ -_-__ ��� N__ \` �'� DR. _ — CAR cM1ecNatl by APWoveC b PAGE y6p --'---- - \ �..� I\ RN Ass 4/n0 - - , A ,- = Y n i R.a LOT?42 �, N _.; IE PARKER '1\ •��� \ \\ PgRCEL02 '° i \ TIMOTHY W.& 1"=100' °O1e 7/17A1 Sal3,RAGE 329 I i �A SHLO:..PLA Assa jl ._ - r \ }' \�Ah O.U E 18.19/' SHERRA L FERMINO N UTLFTY EASDADIT r'°K`t T"e LOT CREIE PwSLp, , \',\ pN4?9fl4 BOOK 9951,PAGE 109 TRUSTEES OF THE DEVON REALTY TRUST BOUEID\'���"`` .�\ ��r 1 A -- •�, 'a` .-'� ASS.40/4 `BOOK 9943,PAGE 110 Cotuit Landing N/f (FOUND) R T.k - CpQE OF-� •' Ass.40/737.T eo a0. -> - �2 2�' j.�� \ N/F c'F 11 - N� CAROL)NE FERMINO tiT Redevelopment A - Buz. s'WIDE EASF�Er+r 1a NEW - THE TRuszEEs of Ass.40/5 F�, and Expansion L 4 ENGLAND TELEPHONE do TELEGRAPH L� COMPANY; AND THE NEW BEDFORD j IRVING NOMINEE TRUST Barnstable,Massachusetts y GAS AND LIGHT COMPANY -'-— — - / /�;. / 4 BOOK 8526,PAGE 6 \ DOS,/2D64l6 A'I A,� 40 z7 O O (FOUND BOUND \6 / 'c� j rc� Building Permit GE BOOK 2 219 �� 0� N/F POl`F Ass T a PAUL J.JR.& /S/ Not for Construction AULT 37r N�BOta10 `\ATER6 KASSANDRA K. , � (F .ND�d HELD N/F N/F BOOKG37�,PAGE 26 - ff�y�j1b,��9q ZZ WIWAM& BARBARA M. a55.a0/ P/O Overall M.. 4 9 \ jA�E. STONE T Site Plan B 4 jPA 167 / ��' BE' BOOK 8177,PAGE 7 A55 40'/ - - •�� �,., N/F \ BOOK 1555,PAGE 312 A55.4 THE TRUSTEES OF WOLF REALTY TRUST LC.CERT.134288 ASS ao/38.LO 25 100 0 100 200 N/F 0.e.„y Nembe. CIA HUANG Lr - LC.LEFT 126833 SCALE IN FEET D !I ASS 40/37gL0T 24 OF 7 _ 2 / 5 L NA VIL M 4 sneer of xE We 3 16 R � SSrONAL EtlG� Project Numbv 05162 \\...\0516A..\Pe¢mits \S1 dw � 6�P• B MR gVanasse Han en Brustlin Inc. � I Trans on Land Developtnent Envuoranental Services /1 ;,• j `C /'/ _''��Q �"�\ // j I/�r, ` '-!'' r� -,..U..LlLQCA� 101 WaLuo[Sheet,P.O.Box 9151 ya \,S� '�( ! • \ _/��/ ,/�/ / / /�//f l % // /.,,, 'r T/' 7- (7 Watertown,Massachusetts 02471 n-PINE 617 9241770 FAX 617 924 2286 N / RO°'�r/10 n©H I C ois ' OAK `` ryv,NE 7 / /55' ,RED OAK \ PiNe N 15'MDE.EASEMENT TO l / � LEGRAPH�N�E'Ic 1 1 \ A 15'NiDE EASEIIEN �wNE wsE AND COMMONM�£ T p' �R �� 20 N9DE EASEMENT TO TO N.E.T.4T CO.Ei AL --- �C�KG COMPANY ,y '1l• r Ic �/ / �'`\ `'\ \/ / , / / / �N11�RVITROESTERVI 12-RLD OAK la ewE i --�_•{% FlRE DISTRICT�� �— -._ —„n-Rrt�RS--� !✓� r- .36 - --_ '�^0 "- Fg1ND dr'HFj•(� {��/C DOC./301301 \ // �l®yi r ,.-"1 (usi,PaFl \�- _ _ -:a'.�,-'' f -_ I 1 rpi ' /VLV�` �z'FINEfI lam~ "PA ,+'��--_� ✓�J 5`0'E --�� �1T -, J/ "V �. /'- \ \ ) 252.6A' �� '•._ . --__._,._ R=6rfr - ` 1 1 I I \ 4 ivy I \ \ \\`- --�1 \ GIs \ \ �1'1GRETE p� ~\ \\ (BOUJINI� 1� Wsa05z2 •--67 afio r_" 111777[/� ae4.`A• _.--�� 2 GAS Qv4 \ it \ �-22824` LOTS 103 -�Q /7 _ k+ � II�1� ASS.58/31 j 5 �({�I�C \ \ _ (FOUND) 69 1 ( 1 BR001 INK E 59 _2 WA ER GPEASE RAP v iNg DUMPS E 1 R=65 31 / �< ' rY �� /,�. 1 a 16�N I PHARMACY /�'•sa (Noi FWD Ar sR�n-c� ',y Ao 1 1 \ 6,oo l 1 8•SS, i pUM UNp \ \ I \� \ 1__ 12 a m 1 / flq, NI I �A � �- -----' � 152 GARDEN , 'AUBUCHON 1 Y1 � / ;� �7'ser 11 a;®1 CFN ! WARE i � \ w HARD 6 FOR 72 596 rE /;/" Rs , die A,�_ , l ` � \\ \ �y v AU�1WC aoor _ � ,I _ - aocF i F �OU7 ���- p000r \�\ s WOE CO c wANRwAr P i- } / � 1-,Z1T- Hf31DST K 4g�f> 7N0 T NK INyER 6000 II, n oNro Eous�+ _ zD -6961 r- COK ,EWµ sip+ -.b� �/ T/1. _ 61.25b�, .� �� & ` c s / PRq ANE TANK Y//A 1_- / PUp y 31.3 iz•PME // \ n'CMC.PAD / r C 0 C\ o`^=ss SF / �'ss.st /�/ \F ' �RD4 - 8. 'W"Wj 1 I I \\ SETBAC p Q SETBACK LINE I PINE f\ 1 ,z•RED 0�.` 1 ROCKPLAS OAK® Z \� rRl LE 1-MEE / !•\ "�_ 9 \ \ - d ESE (F % \li '�,^� J \� / \ 1zw / I I w= �-/•` / I n� 10897"_.. 5 �� \ Zc N 603154 PARKRlC' 2'WA1ER ,r IB NPv mlml-01 ' ,WNCRE- .. W ,w c'c 1 C� Eawx I - / t BOUND BASI1 1(FOUND � � '' 1 6 w �•s �4.1 l-' 13'RED 0AKSERNI9 // I 1 �./ I,+ ,DR CLEANING COTUIT LANDING JOINT TURE / / '/ aFATELOCCA s- r t 14 i /3B54 4 f L.C.—I. #12297 + Q aT PARItIr+G Lor (r•micAly - _ 1 -,'F'F J�6 e ... ch+c L.C.2 PG.117 ' ® / Y�,#0 , ON, _ A LOT 183 4' 1z'REo WALL OAK % ec1AxRNENr / ,i / J/ 1 1 O I 8 Y m `l a I--, SIDEYA 1 / R=6667 SE BAf LOT 1y5 ' nh STORY 1 ( LDINcAa"PT � " MANNOE R�ASS. 58�/39-2 I �1 "/F �$ BUI J�„--�` / A--328, I 1 FF=73.90 _ No. / ( NEIGH,• 70 S.F. OR 65',. NP AB 2$.t5') R=ez,��� 0 7 4'8"�AC "w_ 1 'CAPE LIESURE'= \ I R,-bb Obu P.a. RES F11RN11URE STORE ( o.zm.a by ow... nr cn«xw by -_�__„_) FRONTYARD SETBACK E 1 I 1 Ifr"'I �� 2,630t S. - 1 16.6'n S6�'#3830 oocK CAD M«A APnre ," -- �.- ./ -/•\+I,S/ r .\ 1 \ / .3_ '� / etl by vee Dy �'-I S 7232 O7 P r i _ ' FL--- W d�w.J� Dole 7/17A71 oRAll PARO BUttDINO .,, 1.� 2 STORY W/F3z.z,,,. �w000 cceuc. '3a Proj¢ct Tt e / - FF 71.85 ! ABOUT 26 './BACK CENTER �� J C I 5 -- 3 k 9A TONS coNo - PENCE € \ 6.a "F STON -' ^�/ l N Few ss FFad$,ys a wATEx � _\ o„ .zo.s' i OOTPRINT Cotuit Landing E BOUNR a,c M �� p D Q q/ -, (FOUND) E,E L — a-90.0000 a9DoDoo - Redevelopment BOUND`-' —} Fuc oN R=6000' R=W.00 17�. ;' .....�, ._.:.(.^.�...-...-.,. .. .- .._.r-6xw�..� _68'4 —_- oNw-SZ339:O6_- i Auc caaa �'. -125.66'� L=125.66' w I Expansion - YV S -i6.3' .< , - — —— =J-` — --c-=-- _ — -R--— — ' DENnsr .� `reµ ttacPolc — ro 5. Barnstable.anddMassachusetts _ _ U - 42 -.r--- _ __ 3 �- — 1 � fp� � — — — —— _._ —�.-- — .'ice g A A ,GASG 6 cns i0 GAs _ — — _ �o^cAs r R=30 — \ — — S 72 _ — \ — - .- Building Permit \ _ 2 07` - - - -_--� - - ' - --- - __ ---mayALW _ _ — 3 �_ •din M �.3a 4'6' ti �) -6"GAS i —MB IC W4! 10"CAS`` GAS L 47,1 P&E — �9 �--\ / �� Not for Construction BOUND- ASS. D.o.D rue ' �S /' \`\� ..\ '-65 �. / / •� N / N/F - `. —— _"' - Existing _ 57 ' _ 2-4 SW _ xisti - !: / TRUSTEES OF THE ASS. 57/2-3 i%= I WOW Conditions Plan _ C d. . DEVON REALTY TRUST e oAK - , «D 11 BK. 9943, PG. 110 � �•\ � (' �--.- ,^__.,-. 1 8'OAK, N I 1004 t ( � eA�LE o,Ln z cB 1 y-,N � � OF C-4 40 0 40 80 1 STORY "W' BRICK 'SPRu I w _ SCALE IN FEET evisQUET CVS' Q ¢ I� BERT A,--g;i w M14 16 / IZABETH e u�i "A YDEN C J ram- s ' e� 05162 m6 _ ______--- __--- -___ - - 1�mawaldl...\951621...1Permits�LocaLApprovala\5162ec -ZONING SUMMARY PARKING SUMMARY BUILDING SUMMARY Ilk USE-RETAIL USE-RETAIL EXISTING USES TO REMAIN SERVICE AND DISTRIBUTION (S & D) EXISTING RETAIL PLAZA AND PROPOSED SUPERMARKET/RETAIL IDENTIFICATION SQUARE FEElfrr ' _ AND RESIDENTIAL (RF) - ' Im 3 1,- AS REQUIRED PROPOSED AREAS OF USE AS REWIRED PROPOSED SPACES GARDEN CENTER 8,495 AUBUCHON HARDWARE 6,670 Vanasse Hangen Brustlin Inc. S&D RF DEVELOPMENT EXISTING RETAIL I 41,735 SF 215 SPACES PIZZA RESTAURANT&BAR 1,530 LOT AREA(S.F. - MIN.) 43,560 SF 43,560 SF 1,789,881 S.F.+++ EXISTING OFFICE' 5,767 SF 22 SPACES RE-MAX REALTORS 1,855 Transportation 7-100 �/ FRONTAGE(S.F. - MIN.) 20 FT 150 FT 2,778 FT. EXISTING RESTAURANTS 1,530 SF 13 SPACES BROOKS PHARMACY 5.990 Lend Development QQ f4 FRONT SETBACK (FT. -MIN.) 60 FT 30 FT+ 41t FT- (14 SEATS AND 1 TAKE-OUT AREA) VACANT RETAIL 11,970 FadvonmentalSerrvlces SIDE SETBACK (FT. MIN.) 25 FT 15 FT 26 FT PROPOSED SUPERMARKET 71,552 SF 359 SPACES DRY CLEANERS 985 REAR SETBACK (FT. - MIN.) 40 FT 15 FT 306 FT PROPOSED RETAIL 5,000 SF 30 SPACES HAIR SALON 924 BUILDING HEIGHT FT. - 0 FT 30 FT 28 FT r CAPE LEISURE 6,251 ]Ol Walnut Sheet,P.O.Box 9151 / ( MAX.)) TOTAL PARKING REQUIRED 639 SPACES 639 SPACES BANK BOSTON 2,630 Watertown.Massachusetts 07471 MAXIMUM BLDG. COVERAGE (%) 25% - 87e 6179241770•FAX6179242286 MIN. WIDTH 160 FT - >160 FT STANDARD SPACES (9'x20') 616 SPACES DENTIST 1,282 \ 100 FEET ALONG ROUTE 28 HANDICAP SPACES(MINIMUM 15 SPACES REQUIRED) 23 SPACES SUBTOTAL 49,032 ++41t FEET ON EXISTING BUILDING LABELED RETAIL C NOT INCLUDING GEELE PARCEL(6.25 ACRES) PROPOSED USES 1-RETAIL PARKING: 1 SPACE PER 200 GROSS SQUARE FEET PLUS I PER SEPARATE ENTERPRISE. ,.- STOP &SHOP 61,122 2-OFFICE PARKING: 1 SPACE PER 300 GROSS SQUARE FEET PLUS 1 PER SUITE. ' 3-RESTAURANT PARKING: 1 SPACE PER 3 SEATS, 1 SPACE PER 2 EMPLOYEES AND 5 PER TAKE-OUT AREA RETAIL BUILDING 2,500 _ J RETAIL BUILDING 2,500 ' ti ff BICYCLE SHELTER 484 / WASTEWATER TREATMENT FACILIRTY 600 • SUBTOTAL 67,206 I TOTAL 116,238 • / + EXCLUDING ENCLOSED RECEIVING, CHESTS APR i I UNDEER MATE LIMIT AND MEZZANINE SPACE MIT OF TO BE PERFORMED j WOOD SCREEN FENCE / UNDER A SEPARATE WASTEWATER TREATMENT i _ FACILITYCONTRACT(SEE1i (SEE REFERENCE DRAWING C-16) IT .-.PC POROUS PAVEMENT / ZENON WASTEWATER IY •, _ R7-1 -�-BICYCLE/PED RRIA ` I PATH TREATMENT FACILITY -•- ,.,• .. : COMPACTOR PAD _. j..i��>•„ -•a•y��t�` ..,-�..� _ _ Jam"- `-' ClAcc DING PAD GENERATOR AND ENCLOSURELDUTILITY RAMP 20_D GUAARRDRAILL ENCLOSED / e10R8'STOCKADE FENCE R7-1 37 ! . BIKE RACK a176 MODU - y_-� --r" /� } 21 RETAINING WALL ,- 14-1 LAR ACR TYPE D ,. N6-3 ., R14-1 40g .�M6 3 ' AC TYPE B -- _ ' CONCRETE PAVEMENTWS� �' '� "' �_ R �- - 0 o � J 7-6 NDSCAPE-I N(TYP en PROPOSED STOP & SHOP 2 5. 7 BOLLARDS 6"STOCKADE FENCE SUPERMARKET - 5 6 5 7 �',. RELOCATED MAIN BUILDING —WY22SF -�- f !)J lk o PROPANE TANK 1-`� I 1 SIDEW - i�i ENCLOSED-RECEIVING - 2,696 SF ALK/RAILING ` - --- gyp. 511(AT INTERIOR ISLANDS) _ -_-- TOTAL BUILDING -63.818 SF ;6 - N F 10"(TYP) /_ �.GR f ,6 - * { rG I i N it1 0 CHEST ON DOCK -1,230 SF R i.wCr] - '1'73 __ - - _ 28. GYM��f EXTEND EXISTING CRETE _ - TOTAL GROUND COVERED = 65,048 SF ' CONCRETE WALK a {, 14 `/ �. 6'STOCKAO'_FENCE r'/ 'BENCH -.' q� ) e 13 1 .1 L.. _ , - - 1 WATERWAY TO CUB ^ FRONT MEZZANINE(OFFICE) = 1,650 SF ` PROPANE TAE.00A t,,.I 1 REAR MEZZANINE(STORAGE)=4.854 SF 13 i 1 > t - PARKI TOTAL MEZZANINE = 6,504 SF 10 (9' ) t 1- 1 .�-- O ) ND TYP( 170 TYP) 9• PCC ALL ISLAND TYP / LL 1- - TYP.) M 51 m 30� 18 CR E A I BENCH Fol 6 -� 5 9 TYP ti �, s4 III III ---- - 111111111111 7-6 9 © M LOADING PAD y 15, 13 75 _ —_ b -_ 75R ////� oc ACR TYPE B 7-6 CR-TYPE B v��-BITUMINOUS CONCRETE WALK I6 // �� NOTE: CONCRETE PAVEMENT i r_+ R r {; 5' TYP. - SR _ - ALL OPEN DUMPSTERS SHALL BE TEN(TO-)FEET i. 1 80W1R0(TY'P) �.4o c ��/ � - 5' > "' 10' 7_6 \� — _ _ �' FROM BUILDING AND SCREENED WITH SIX(6')FOOT .- J _. STOCKADE FENCE, DOCK ENICLOSm i E r 8 6 5 9 30' 10 °� 9 M-11(L �_ - LA < { tll ..-_ 5" Q _{ ACR-TYPE IT-._. COMPACTOR PAD O A 5 6 5 9 I4 Ej1 17 17 18 19 18 17 14 11 9 �IMATCH E%ISRNG 1 tt qq \M6-1 R) � \ j \ - µ C+ " (w i --6ONCfiE7E WALK LA ACR D� • WIDE BLUE LINES .. Q oo ACR TYPE A 64'TYP. �' - EMOVE - - -.-_ up C •-_,j AT HP SPACES(TYP.) `PAVEMENT 0- �j! FOUNDAPONI uCS 10 LA u m M���, gill Ill. ze HOC STOCKADE ) c a LA 7-6 a _ j 1 12. _ CONCRETE 1# FENCE ` .: •.-- - +.a H +-a .a R SIDEWALK : to t ay TYPE B '- -_ \ _ 15'R A� BENCH R7-8 ACR TYPE A N N-- � f T II I I1111111I I _ " PCG(TYP) ACR TYPE A I OP- I/S4' � � � TROLLEY STOP CONCRETE SIDEWALK 4 td''MDE - - .. ACR TYPE B = = \ _ < ACR TYPE B ACR TYPE B o ACR TYPE 8 { GATE I.., "o' 46 I ACR TYPE - SIDEWALK �' ACR TYPE A IIII 11111 / ` DO NOT L ' _ 1 I R -r II ,_ T R III ,, .- 5 8 13 14'"1 {'� IIII RETAIL \ , 1_.:, 21 P +r..� _: f- ACR TYPED M6-3 :R7-8 M cc P c -4 �T��_ .�j 10p B (; 0 2500 SF t •I R4-7 II I�ti\ p a 32 N MATCIiI 1TMJjMATCH EXISTING ?'� RrAeion Date w. 5 _ETTJ 8 —_ _ PAVEMENT ry0 ETE WALKo.nq,a er D,..e by cne6.a er .� _ 6 CONCR I I E CAD cne 4 Y t Z( BICYCLE " :.• 3 �- P ON SIGN 24 Scale Da<e by 5 .: SFiELTE7 •g- _--- _-,., '(ii BENCH - .. _._� It '\ - s• I 1">°40' 7/17A1 -": - - BIKE RACK I O aolxe nu. . '/ �Tw■ /VL • 20 ' (FUTURE PROPOSED ROW POROUS PAVEMENT �, - •.- +, 5 R7-8 A Y CotUit Landing i- BICYCLEIPEDESTRIAN PATH 24'� Redevelopment 3 FUN PROPOSED R IFT and Expansion Barnstable,Massachusetts 4` 771 s ty(! -5- — - --► —► - Building Permit LM - - s - — ROUTE 28(FA Not or Construction ------ FOR IMPROVEMENTS WITHIN ROUTE 28, _ - SEE ROADWAY IMPROVEMENTS PLAN Layout and Materials Plan POROUS PAVEMENT T� % SICYCLE/PEDESTRIAN PATH APPROXIMATE LIMIT OF WORK TO BE ( T'—t PERFORMED UNDER A SEPARATE \ -�` i I 7��- OFF-SITE IMPROVEAIEN CONTRACT APPROXIMATE LIMIT OF WORK TO BE PERFORMED UNDER A SEPARATE OFF-SITE IMPROVEMENTS CONTRACT _ f D.a."q rvemna> HEAVY DUTY BITUMINOUS 40 0 40 80 { d��Tx Or ��� CONCRETE PAVEMENT I /„ SCALE IN FEET 12 • ' �I I t l �/i' •'i; l �'�j u fss/DIE AI EOG�P s 16 of . N\mawald\..10516A..\Permits\I.oc&LApptovals\51621m.dwg 9 A ------------ Vanasse Hangen Brustfin,Inc. - ------- f Transporwon Land Development Environtruental Servicestz 7 101 Walnut Street,P.O.Box 9151 ------ ------- Watertown,Massachusetts 02471 If ------- 617 924 1770•FAX 617 924 2286 P, ------------ ------------ ------------------ _7-#C tt&, PLACED ROCK N4� O.W< P,� 4 06, a 7,C7 ENERGY DISSAPATOR P/?q POW'yv 6./ IHA� FES-31 2,1 A�E BARRIER 7 APR IMA LIMIT OF WORK TO BE PERFORMED r 4- UNDEORX A TSEPARATE WASTEWATER.-TREATMENT FACIUTY CONTRACT , (SEE REFERENCE DRAWING'C716) 611, LS-1 IN ZENON WASTEWATER To Tw TREATMENT FACILITY 12 CILIABMS CB'21 ... ...... ------ ns 6*. R- 04. Ll 61 --------- ----------- ExisrINc-LEA TIN 6. 6 R! RIM AA 64.8 TOE MAINTA 64.5 63.8 BC 639 R-ro '12'PIPE J, ---------I " --- 63.0 IR�64.2 FD­MH_-_37L IR m", - I __, 1 12 12'LVL(HIE Smaw'm LINT, -A I V SILT FENCE/ �top SHOP SUPERMARKET, 63.2 '2 FFE�i,650 .64.3 VEOLOW �=7k 1:1 IPRAP SWALE I YIY34�1 V C13IFI III ELEW 6q.�5 EN SMH- iw 6&6 A- 632 INF�LTRATTON X " 1-111.v"•;- " ^ I I X 225 CULTE C I 15 UNITS WIDE I A 15 UNITS LONG I- 1/4,�,1&0, -XISTING CONCRE 641 SI; L Gas f" ';ATERA... WTUOT ct CONTROL H 3 .R W2 68s 247D 8, DM-28 cs-zs to yy 24 L S-21 685, j---J II DMH--25 64.2' 4 5--, CATCH'.BASIN SEDIMENT TRAP(TYI DC8 DMH-26 R-66.7 164�GAT ANIVALLOVEXE —60 x7 T T E--- --LEACHIN D04H 4 SC-3 GT 664- R 51.6 1, t AOAQ,�z -7 SN E=:- t P -- ! .:� --- EN \-V 641 E E.- ' _ - n �' ,� ;-.: ��...._ ___l � "" ` — ---- — a-_ -Is ww 70.3 _j A .0- 60'x7Z 66.4 11 CL 'EX RESERVE CB-6_Tw 61 LEACH �Ow P n er 16.3 CB-3 R-66.7 LEA ILI- EA IR DM-18A,'H M6 64.3 BC 69.8 AIR SALOI4 N DMH-20 _1VA .5 1 S_ I2'D A STRUCTURE IT H-M �IZ CATCH BASIN FRET SEDIMENT TRAP(Typ.) PROP68M 70.5 A14L 8, FIETAL D A 62-- FC�—4 �t�`IT y- "CAPF 161� FFE IJRN RE ST E,/ ........... j C13-27 VAJ by Or—by BlOYa -67 by CAD­­by 19 SHE Oro S_ by SILT FENC�E/ SILT FENCE/ HIIYBALE BARRIE RETAI C R HE, HAYBALE BARRIER H Iduu-2. P­1roe ------------ ............. ................ _D OOTPR�r, ---------- 71.6 -ramL .."....... Cotuit Landing CRIANIM I, L...... Is, Redevelopment........../ ............... 777 ...... X- 0 ------------- ........... 1," an-- - d Expansion (S Barnstable,Massachusetts CON1STRUcnON'EX7— Building Permit —ROOM 281F&M0 SST�TORP U ROAD) SC 5 R— .0 7 CONSTRUCnON EXIT Not for Construction _7 Grading and Drainage Plan APPROXIMATE U." ly PERFORMED UND ER A WORK OFF—SITE IMPROVEMENTS CONTRACT . ........ APPROXIMATE LIMIT OF WORK TO BE PERFORMED UNDER A SEPARATE OFF—SIZE IMPROVEMENTS CONTRACT 40 0 40 80 SCALE IN FEET t%OF ID/? < CRICK J! I STEV CHO C-6 E IL C0 6 16 CL 05162 051621...TC=tSU"A,APPMvals\5162g(Ldwg I I REMOVE EXISTING 10" PLUG AND 1 ' 9/ CONNECT EXISTING 10" WATER MAIN TO NEW 12' WATER MAIN -A-- �LJ vim 1031,1� 12"X8"X72" TEE z - 12` cv Vanasse Hangen Brustlin,Inc. „ y J J 1C,( _ S _ Land Developmenton _ BnvironmerudServices J -- - -- - - - - - - / 10J 70 GAS- - - - �_ - - - _` 101 walnut Street,P.O.Box 9151 Waterto ,Massachusetts 02471 617 9241770•FAX 617 924 2296 TU �- 12- 12 INCREASER Q I zox 1 - 12" GV ON _ CENTERVILLE-OSTERVILLE SIDE j REMOVE EXISTING 8" PLUG AND 3 ' • CONNECT EXISTING 8" WATER c� Q��HFgp P� C MAIN TO NEW 12' WATER MAIN q C • n I _;FAR pRr,`T°Fr�o D�v\t 1 /( (E4&301 W RM6093 I 1.5].l0 CO-19) `\\" \ UNDERAPROMMATE LIMIT OF WORK TO BE PERFORMED / I WASTEWATER TREATMENT FACILITY CONTRACT DMH-24 -^- U R-BI.B `•"'�' t-57.10 8-DI �--_ (SEE REFERENCE DRAWING C ) I-%.90 DMH- ........................ -,-_- 2-2 P St 11vF _=-`" 12'W _.FARCE\s ;_�%`=I ZENON WASTEWATER D \ •.-22.000 GAL.EWAUZATION I-54.40 sa-u ^ .,.-12•D J -TANK&PUMP STATION TREATMENT FACILfTY 1�M' MAe� INSTALL4'PVC SEWER - UNDERGROUND I-61.30 S8 0 FROM RETAIL A __ ....__.__. ,60 TREATMENT TANK _TR SHALLON t=5t.30 BO ----;:' ^ SMH B RB O DMH 8 DMH-34 •. -. s_ �` `� GENERATOR AND ENCLOSURE $AIH-9 I-5].W SMH- I=66.W W / R-688 LD PRESSURE DOSING R-6S8 7-56.W l-BS20 (9-2i 7=63.00 33 "-.. _- 1=57.50 N \ A \ 1.%.w AM-8 1 I.BA70 C&-20 1.61]0 - _ Lc 8q� 5TA71oN WITH PUMPS I=%.30 Wn Y DMH-30 11.000 GALLON �� JP CAI,R'PROTECT - EXISTING S MAINTAIN AND PROTECT �/ v[' lJ.,�.nJ t R-50.9 LD TIC TANK 6"PVC 8$ DMH-36 EXISTING GREASE TRAP ?".�p$Tiw HYDRANT ( "p 3 C .�� _ AfAINTA1f1EDINST / I ANDALL 12 CONNEC&BEND 'n �-•�'�� .�--/z An R ,ry '�. \ / r- / DMH-29 pCB-19 SMH-74 4L' VALVE ANHOLE OVE REMOVE&RELOCATE EXISTING WATER LINE _. - ' _. =�-'- 12 H DRANT �%` R-58.8 R=60.6 SMH-14 B•S ---B S--__z _ �..;ti � 5 62-1A;.� _..., -_-_ o_ EXISTING HYDRANT 1 L.- �- .y. 1 , f 12`PIPE t / 1=%.10 DMN-TB I-5610 S1RI-9 'i"` -•�� �`' To - ). j 1•xiW DMM--37 ,� t2"W --- -- �- 2 P _ �_=►_8_�sEv�tR � (TYPJ 1 2-2`PVC �..� "..,y 7.5480 W R.64.2 FORCE MAINS I-%.e0 r 12 ILVL HDPE -• _ \ � srawEfsTW UNIT +" • WP1ER=<--��'-` l.. _- 3 1.W0� fi-�� h i `� _ I. SC 4 ,ram PROPOSED STOP & SHOP t 5M1 B - -- _2GP5 OREA3- s y - - I III 11 I'1114-IYT-ITI I' III i I 1 jam- /,„r p� R'68' 2W SUPERMARKET 12 D / SMH-5 LOW CAI I=58.00 I I L L-1-+T t l l l l l l I'� I I I11R'ILIRATON BASR!I I '--'- --- -Ai 4�TI1 I111111111III111 1 0 11112,55 WLTEC UNITS II'II j .--" � ./-%/ I> ( ' R=891 5^RINK FAS'E TRAP `�11 1$-D BIBH 3 I I I I,I l l l l l l t l I PJVNITS WIDE 1'I � I I-5620 SMIF4 :, fWNO) FFE= 65.0 DMH-37A II llllll I I''N I 11111117 NI ON II)I L�. -'-' _ i • //ni �` , ,-63.]0 Bm0) ,1 �9 - �,2!k -w.R 843--..- - i I DMH-14 1 1 t". 1{tt I � .�.�IllSMH-7 51H-6 $AI4 �R.626 I I I 1 1 qR St'.6z�L Y iDCB-B 11I 1 ` ` IPROTIN TA IXSTIN1 EN 11=%J0 DCB-2 1'I tlIp-g3,2 I I I l i l l l R-BB.2 R-N.0 i. �=SB IXH-1I T I -. 1 I 1 I I 1 I ' RE -39.10(OCB-8),II't�1)f 1 iI I1•%.� Ii 1 i1i �,Y i GA OLINECT I-84.50 SEWER CONNECTION\�-1- Op I)8 SEWER CONNECTIONS 'I1 %'w I'i 171'I P IDMH-15 I III11 p +S7.w 1-5790OU I-%.W W • SW / / LI _. III1 12"D I IR.626 11 L.iI 1 fi < DCBS� / I pC13 I I 1 I I I I-6830 DCB-1 i i I I x C�;• INFILTRATION BASIN I I 1 I'T I I {' TAMk - S, 225 CULT_EC.UWT3 I ------- 15 UNIT$WIDE I I� �1�1�1�11 I1111-N OIRf_i I'II(I1' -..r I-6t00 ) GAL S / ......••���jj -- -- _ 15 UN IT$LONG I DCB-77 ' llllll I I I I (I 1. '9� f •i p I I I I I ( 1 RECONNECT BURRING ' 1 R-82J 1 1 I m I I- _16 I I 1 1- 4- • SC-1 i r-- --.�.-. '�•: { R-66.5 100 � C7 _ y SEWER TO SMH-3 `` OUTLET CONTROL 'i �i�; _ \\, ✓� o ---. ' I-5]t0; L:60.60 B /- - /, rL C4 I I I 1 T I Y'T 1 _ / ' STRUCTURE "A - i I I I l-5730 OIN-1 I I I SBJS W ` _ ^� AMBEV I RCB6.6 ////I//// ERi= I I i R'�I 1 1 `+ - III R-59.2 T.,PJ 4-D 4:D _ 1� 0'ILVL I ,.��•�,}-5390'- ) �� �^ ,� 1� OCB-26 DMH-18 (lm HDPE 1 VI 1.1 1 _t I I I I 2 1-59J0 5 tiY Z _ - R aT3 R s4.3 DMH 17 24 D RECONNECT FES-27 - I_%.50 pNN-19 1 R=624GAS LINE =N I 11� 'Yv� I-31.2 DYH-28 _ -ifi D.I. G I=%.`A W [-%.%SC-2 2.D \ =57.&55C-1 1 I `it ' 12 DI [_%.%WT) I-56.% ~ N ` • T E `.55.60 dM-2 R.64.03 1i I _ `   Hro } RMN.2 ,-\ •�'~ O. / i'r� I� �� r-� ')Y ,� _ INV.=54.00 -. p \s TRANSFORMER PAD i - _ I \ ( I - _ ..) I=6I.70 CO-] 16`GATE VALVE in ! DMH-26 I=58.80 BLDC) r- --.- -'•�•1 1 I R�6253 -. ' (DMI 4 R-66.1 ,M, TM1 - \\ ^ _ I 1 f' R-81.0 [.%.W 6T-1 �i GT-t =60 72 Tk1R O e, ', N I-980 W I-61W X - NAND Box ( 12• I-%.W _ SG 3 I i-5930 DC7�1rr/,• I=57.00 1-55.J0 OMN-25 R ACWNG I I 0 72 TP 6 S I-60.00 - R-825 tDo y, 6TOPoICLT+tOR IMRi 7-A,10 TB 13 F"_FlEL [-%.95 IRMV-16 1 12D [.%20 pH-I �ACHIN .6T.2 6' DMH-4 µ I e,^J 1 SR 61 1-5580 D1Rt-% GT-1 [=%.]0 W ~ R=6].0 �•i0' }1 ROA t-%60 6bD R-63A 618 ,k= I-BSJO BIDG - NOTES: R-618 v- 1=SS2D W I:%.45 MDG 6`GW I=58.60 2-O --8_- I=6260 5 SMH-1 I ---- p 24 0 0 DCB-2 / R=]1.53 - t. PUMP AND FILL EXISTING SEPTIC TANKS. 1-s46o DMN-2s [-%z0 W 4"vENT �'.--- DCB-15 - DCB-25 -- o I=6oao Gv~3 R=B]6 ss3m :.SMH-2 I-5433 /' LD LD B-1B - I .k--- R-6f.9 R-617 ---- �.' 1-60.30 W 1-64.W.W �l11 ! R-70.6 I 86.30 IX ) ti p- TO ROOF EN _--__ t W'� 1-66_yry, S 2 VERIFY EXISTING BUILDING SEWER INVERTS j I [---- t-5940 o - _ - 84.83"�1 - I' - PRIOR TO NEW SEWER INSTALLATION, E "D � �' ._I INSTALL 1 I s9.w - t .. - _ STUB N � CB 7 DMH /� \� I-_- l W Rss.7 DMH-3 0 2 R-e&0 - °OSSIBL( 1 NBF•2 DMH-12 :N I=fi2W R-6I.1 ' 0!STR!BUttON _ A1H-t DMH-39 - I DCB-14 I R-625 1 1=61W z y R-80-7 I R-B1.8 i-%.10 WB-t I � •��J 1-6 70 1-8170 Df9-3 RJX III - _. -"" � I -�• I V '., i-61.W 2 IFa^rcib:,: N \ I-%AD OCH- - v 1 I I-59.w 12 D II_59.20 01.9-i a .I-6230 I t 1 I=%% i>•57.70 'L I 1-59.10 qIN-1 60 7z' } '•R(L I-61.W 1SI4 t=6LAp W ! -v :8i ` I -� lff I�`� I RESERVE I DCB-1` 0 n�.uRvc I, Q ]=63.90 R_ 6 _ R=69.1 T a I GDt ' } ;G C 8E REMO _ N LEACHMG AREA I I i= CHIN AR LE AC EA ) J) _ -- ml 62] I'F 62.90 DCB i I R-T.01 V.'CE ,] ID� T�� BASINS 1=6290 W " 1-66sOt Ex 4 ._, n I N H-_-_-_-A_� Y' 1 a R EXISTING n"OXWAfE LOCAAON rn.:_ 7 1. Bb7 0300 IXIST TO _ DMH-36A � r --v - '^ ( ) I I ,R-80.6 r v) _. •� ,� �J I N _ I 1 I=57.30 j �-30"D WRET CON7RIX. - W 8"W { 8W -___ _� ~ 8W " 1. r CIXJNECT Uttf)ING M UT4 CONNECTION 1=57.30 'DMN- ) I CT�!UAL) EXISTING - - C;r B + MH-21 �--12"O smucnlRE a DMH-ii �15"D 6'W(TYP) -n SEWER TO SU�1i1=10 U� � JBAF Rse2.3 _ SMN-12 '� R-646 N '-' -_--- �, C+7 ICI.. t NIGHT TANK SEiBF'. I-52W DMH'IB DMH-D -_-__ _WG(-_-�6 S_-- _-- _ -__ _ __6-$_ __- STAIFIO i I 52W WTI c2 ) - I-61.% W I'61.1D d111-1 �-12`D �� SMH 11 _ . PIT AN - .DMH-38 I-55.60 W �.- R=6S2 1.51,90 CJ1-D Of •...l`_�, HYD SANtA; r ,rJLG �) �' �• Ii yy RETA�,B -l-61,60 W �' A� R=665 SMH-10 0 1"� C 9 I-6280 ANH10 R �9.t N' FFE 0 B-f �� �r�D �/ SEn INSTALL /���- - -�-'�.'...� ,87Jj. 8"XI3%8- IS.•_ - l=64.00. BHALL011 �.'+ CI NPv �J` R 61.8 -B180 W '� ` 1 I-62.70 W 6-%8'REDO ER (� � No. R.vlsbn DoteL- TEEa by wo..b� R-6]3 •, Ue6a% - R=889 i � / r r _ 1 -B-GV - -_FRO-;' H7T3A7K L�' I-8370 CB-12 G6 _ -s% - ' - ". I-6S30 �� -* ---- CB 23 _ CAD cn,u..a by AOP�c"�b CB-27 -_- __ _ .T-8280 _._.... ry _ - / y _ I=65W SNMLOW ... ... -..- 1t t=G6.30 ':,:_, .Yv�_'-- -�' a =L - I y 1. 7/17/01 SHELTER.:,, _,_. � ',- : ',,,-,-_ - ce-1z - ,-.,-, ,� -- ,_6,.DBBIDG - ----�---- � I - I� _ R.683 8'pA --•.• 1 i�' _ _ ---....... 1 I-%00 BOTTOM � al xw•:, I .-�N'A1ER -/ w �, 1-8280 RDG L C Cotuit Landing rte V, RETAI y ��, 2_W I 1 z - - - Redevelopment 1 I and Expansion -- _. 1-65.5 BLDG _W _ - - - -- - r -- ! .-_ RAC>D BD1DM�� Barnstable,Massachusetts WY'AND O '' Y,. I-- _ - - - - - -- -- - - --- - -- - - OWE,�p Building ermlt -- - - -, - p�� W - - ;y - a-- Y�� v, r. , .-v -uc y - _ - -- - _ cas ]oo _ s G. REMOVE 6" B. '- R ` ____ - 1 _ - _ �� v� - - _ _- �--' ---- Y'VW�Y�t Y�vv'�ry-.^p-�-1 VALVE 1:__ 1 '-•)`,`" J/ 1 -' _. .. _. _.._... _. �'!-s^t-«,'V';:- v i"V'�rR.-_.. -_._ '_ AND BL G R O Not fOIeC0173 I= 1. ^� `1,11 [I1ICtlOL U 12X12X12 TEE a 1 � - - �• --->. _ ---6•w�_ _ f- 12" PLUG a 1, Utilities Plan I ! APPROXIMATE UNIT OF WORK TO BE PERFORMED UNDER A SEPARATE OFF-SITE IMPROVEMENTS CONTRACT APPROXIMATE LIMIT OF WORK TO BE j PERFORMED UNDER A SEPARATE OFF-SITE IMPROVEMENTS CONTRACT �„{ / Dm.ing Number 40 0 40 80 i �/ r/� cP 7 �y / f' `j C� / OF SCALE IN FEET gN ,,!:1� tJ I �4 I _ EVEN c sn..17 r16 /l i fi L II 1 fl �3,Ot1AL Ed6 05162 --- 03162t...ilkEmiEaV.oca1-1,1>lrmvBls\5162Mtdwg PLANT LIST LANDSCAPE NA'M'FA KffM- f. 15CRAlaCAL MWE CC01MM NAME Sla I ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED CAREFULLY 6.ALL PLANT MATERIALS INSTALLED SHALL MEET OR EXCEED THE pzLM 28 MEDIAN PLAN(LIST AC 6 AMELANCHIER CANADENSIS'ANT.BRILLIANCE' AUTU'M BRILLIANCE 5ERVICEBERRY 2-2/'CAL AS SHOWN ON THE PLANS FOR FIELD RENEW BY THE LANDSCAPE SPECIFICATIONS 714E OF THE"AMERIGAI STANDARDS FOR NURSERY AG b ACER GINNALA FLAME' FLAME AMUR MAPLE 212"-3"CAL ARCHITECT PRIOR TO INSTALLATION. STOCK"BY THIS AMERICAN ASSOCIATION OF NURSERI'FEN. IIO�' GirY. BOTANICAL NAM COMMON NAME SIZE AR IS ACER RIBRAM"OCiOBER GLORY OCTOBER GLORY RED MAPLE 3-3V2"CAL 2 CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES % ALL PLAIT MATERIALS 5HALL BE GUARANTEED FOR ONE YEAR AC 6 AMELANCNIER CAIADEN515 SHADBLOW 6ERYIGEBERRY 01•10'HT. PC 51 PYRUS CALLERYANA"CHANTICLEER" CHANTICLEER PEAR 3-3 4'CAL OT 21 FRAXINUS FENNSYLVANICA'PATMORE' PATMORE ASH 3-3 a"CAL AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS, FOLLOWING DATE OF FINAL ACCEPTANCE :QR 4 OUERGUS Rd1BRA RED OAK 2y2 3"GAL, C7.d, 23 GUUEROAS BICOLOR SLLWMP WHITE OAK 31y-,'GAL 3.NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND 10.EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY 6 PINUS STROM$ UA41TE PINE 6'-1'HT. OR 21 QUERCU5 RUBRA RED OAK 3-;13 GAL UP 32 ULMUS PARVIFOLIA LACEBARK ELM 3-3H9•CAI. CONSTRUCTION HAS BEEN COMPLETED M THE IMMEDIATE AREA. SNOT FENCE.ERECT SNOW FENCE AT THE DRIP LINE RI THE TREE. VRnQSSe HRnpen B77[stlin,Inc. K.G 160 ILEX GLABRA'SHAMROCK' SHAMROCK INKBEFRY I6`-24"HT. CONTRACTOR SHALL NOT STOP VEHICLES OR MATERIALS JBS, THE Hang en 230 R05A RYGOSA BEACH ROSE E-24 HT. CK Ib COFTAUS KOUSA KOUSA DOGWOOD 2ty-3"CAL 4.A 3-INCH DEEP SHREDDED PINE BARK SHALL BE INSTALLED UNDER LANDSCAPE AREAS,ANY DAMAGE TO EXISTING TREES,SNPo1B5,OR LAINS J5 160 .AINIPERU5 SARC£NTH 5ARGENT JUNIPER 16-2A"$PD. ALL TREES AND SHRUBS,AND IN ALL PLANTING BEDS,AS SHOWN SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST CV 5 GRATAFSa115 VIRIDIS"WINTER KING" WINTER KING HAWTHDRN 2uG-3'GAL T[BOSfI0If8IlOII ON THE PLANS 'PA 362 PENNISETM ALOPE L CUROVES'HAMELN' HAI-ELN DWAW FOUNTAIN GRASS 2 GA POT 10 IS ILEX OPACA AMERICAI HOLLY 5-6'44T ,OR A5 DIRECTED BY OWNER'S REPRESENTATIVE. TO THE GONER Lan ent 11 9S RSJBECKIA PJLGIDA'GOLDSTIJW1' GOLDSTURM BLAY-EYED SUSAN 2 GAL.POT JV 30 JUNIPERJ6 VIRGINIANA EASTER4 RED CEDAR 5-6'HT 5,ALL TREES SHALL BE BALLED AND BURLAPPED,UNLESS OTHERWISE II. AREAS DESIGNATED"LOAM 4 SEED"SHALL RECEIVE 6-OF LOAM AND Environmental tal services PK 25 PN US KORANSi5 KOREAN PINE 5-6'HT NOTED,OR APPROVED BY THE OWNERS REPRESENTATIVE. SPECIFIED SEED MIX LAWNS OVER 3,1 SLOPE SHALL BE PROTECTED 6A 30 6ETW'AUTUMN JOY' Al1N'tJ JOY SETAM 2 GAL.POT EIIvuonmen Ces YF 5S YUCCA FILNMENTOSA ADAMS NEEDLE 2 GAL.POT PN 28 PINLL9 NIGR4 AUSTRIAN PINE PP 20 PINNNUUUg6g PARVIFLORA GLAUGA JAPAESE WHITE PINE 6-6 HtT NOTE P�8 PINU$SITRODBUS PIrGH PME 5-6'HT 6.FI4LL QUAlT1TY FOR EACH PLANT TYPE SHALL BE A5'JH4GUlN ON THE WTH EROSION CONTROL FABRIC. 101 Walnut Street,P.O.Box 9151 EASTERN WHITE PINE 5-6'HT PLAN.THIS NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY 12,LOAM Am SEED ALL AREAS NOT OTHERWISE TREATED. PLANT QUANTITIES A DISCREPANCY BETWEEN QUANTITIES 5WOILN ON THE PLAIT LIST AND Watertown,Masswimsett8 02471 TO$E REVISED.. ASP 30 AZALEA"GIRARD'S PLEASANT UNITE" GIRARD'S PLEASANT WHITE AZALEA IB•-24"HT. ON THE PLAN, I3.THIS PLAN 15 INTENDED FOR LANDSCAPING PURPOSES ONLY. 617 9241770•FAX 617 924 2286 ARL 50 AZALEA'NORTHERN ROSY LIGHTS" ROSY LIGHTS AZALEA IS-24"HT. REFER TO 517E/CIVIL DRAWINGS FOR ALL OTHER CA 5 CLETHRA ALNFOLIA 5UMMER5WIEET CLETHRA W-24"HT. 1.ANY PROPOSED PLANT SUBSTITUTIONS MU5T BE APPROVED IN SITE GONSTRUGTION INFORMATION. CAM 43 COR"AMOM➢M SILKY DOGWgOD W-24"HT. WRITING BY THE 01IER5 REPRESENTATIVE. W5 34 HAMAMELIS VIRGINIANA COMMON UA41TCHAZEL T-215'HT. WW 31 HYFERICUM'HIDCOTE' HIDCOTE ST.JOHN'S WORT I8•-24•HT. IRRISATIO1N NOTES SEED MIX� IG 41 ILEX CRENATA•CONVEXA" CONVEX LEAF JAPANESE HOLLY I0•-24•HT. I. NEW ENGLAND EROSION CONTROL RESTORATION MIX' 16C N0 ILEX GLABRAGtazA"COMPACTA" COMPACT INKBER7r 19'-24•HT I.CONTRACTOR SHALL PROVIDE COMPLETE IRRIGATION SYSTEM DESIGN (FOR UNIR2IGATED AREAS) __ _ .1H1 2 JW IPER1$N TAUS BLUE CHIP BLUE GN P JUNIPER R OR ENGINEER DESIGN SHAI1 ON RATE.35 LBS/ACRE INC.600 MAIN 5T„AMFERST,MA 01002 \u, PER IV ITE4 IRS ORIZ(FN VIRGINIA 6WEERTSP PS-18 9PD -NEW ENGL JS 517I JUNIPERIS SAR#NTII 6Ap-7Nr JWl APPLIES INKEERRY 18'-24.W. 4 INSTALLATION FOR 41-L LANDSCAPE AREAS.DESIGN EQUIPMENT \ __- //. /, /,'. ,r/J MP 26 M N:PER S WORIZ NT 15" BAYBERRY 1� Y- `HT. BE SUBM D TOO OU.NEL FOR APPROVAL L SPECIES APPLICATION `. \ _ -. _'•' / / ' / -� 2,CONTRACTOR SHALL PROVIDE ALL MATERIALS,LABOR,AND EOl AND WETLAND ANTS LONG4CRE TILLS THE INSTALLATION T IRRIGATION - \ ,' PF 240 POTENTILLA FRIiTICOSA" LONGAGIE PO'IEN IB-24••9PD. FOR COMPLETE ALL ON OF HE SYSTEM. ���RED FESCUE (FBSrpCO rubrp) ',I ', , \`;-'•`•�•,♦ _,__._•-„� `, .._�,�, �� ,'/// /, �,�/` PM Sa PRNUS MARTINS , BEACH PLUM IB"-Ia•HL G RTEGRd66 (lobum remu/en rum) • J :. {'11 \``•`�```-- r/ / , '/! /'' RC 50 RHODODENDRON'QINJINGHAMS BLUSH" CUNNINGHAM'S BLUSH RHODODENDRON 3.CONTRACTOR SHALL PROVIDE DRAWINGS,MATERIAL SPECIFICATIONS, TIMOTHY PheNeum protense IN I, \ \ W-24•HT. RP 56 RWODODE14DRON X'F'JM" PJM RHODODENDRON W-24'HT. SCHEMATICS,AND OTHER LITERATURE AS MAY BE REQUIRED,FOR ALL WHITE CLOVER (Tn'tolium rapers) 22 RHODODENDRON NOVA ZEMBRA' NOVA ZEMBRA RHODODENDRON CONDUIT,CONTROLS,TIMRS,VALVE5,SPRINKLER HEADS,CONINEGTOR5, LITTLE BLUESTEM (Md1gP Vt n-porius) E"-24'HT WRING,ETC.TO THE OWNEW6 CONSTRUCTION MANAGER FOR APPROVAL PARTRIDGE PEA ChpmooC mN fosci_i0. • --- -- " ,%,,'/ // R2 46 ROSA RUGO5A RdXGOSA ROSE ( ) l I6"24•Hr. PRIOR TO INSTALLATION. SIDE-OATS GRAMM-GR�495 B-0—Curl end.I. J' 65 36 SPIREA BUMALDA"ANTHONY WATERER" ANTHONY WATERER SPIRES B•-24'WT. ( P ) / \ •, \,` ) / /r / y' -_�, / , / r ! / /�, VC 106 VACGMIUM CORYMBOS" HIGHBUSH BLUEBERRY 1S"-24-HT. 4.BACKrLOW FIaREV84TER AID METER IS REQUIRED.IT SHALL BE IN 2. LAW SEED MIX(FOR IRRIGATED AREAS) Via 19 YIBIURNM RHYTIDOFWYLLUM LEATHERLEAF vIBURNUM W-24•HT. CONFORMANCE WITH STATE AND MUNICIPAL REQUIREMENTS. ��' Ir-24'HT.�� � N 101 VIBURNUM TRILOBIM"COMPAC7tM" COMPACT AMERICAI CRANBERRI'BUSH VIBURJM API RATE,2118 LBS/ACRE PERCENT PERCENT Y T"y' , , S.IRRIGA710N CONTROL PANEL SHALL BE LOCATED IN THE BUILDMCa �I I I^, }'` \` 'I 1 ^_ fir/' / A7 6 AR15TOLOCHIA MACROPHYLLA DUTOHMAN'S PIPE 2 GALLON MECHANICAL ROOM.COORDINATE WITH THE BUILDING.CONTRACTOR PERCENT GERMINATION R1RT' 1,17• /' /' rSU� / l i / / / 2�CN PROPORTION MINIMUM MINIMUM HAP 2 HYDRANGEA AN IALA PROU11PET10LARI5' CHASING HYDRANGEA b.ALL LAWN AREAS AND PLANTINGS SHALL BE IRRIGATED,EXCEPT AS NOTED, CREEPMG RED FESCUE 50% 55% W% 22 ROSA ZEPHIRME pIaOI1HIN 7HKJIBJLE56 CLIMBING ROSE 1G4LLOV KENTUCKY BLUEGRASS 40% 85% 90% <TAN P ee Hellas) TV1$,./ MAIHATTAN PERENNIAL RYE 10%% 90. 95% I"rAMTICIN E4CI6TISY.a - I I LOAMe1#6 { ----------------- ------------ It/ ,FAR / - e/ '+. 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J 8PF 10 JS i� 1r :ri• 7/ ; j _ �•ILO 51 VT 1 // / _ `' .-. ,.{ - -- ) ..♦* ``FFE= 5 RZ - - 6 MI6 J .OF HW 4 OR I r rJr• i ICPG A. <•'"�.. jr, B rACGI'' - —_ 3 6 AM �- 3 FFE-67.7 IV 3 ~6 JLOAM i SEED F'Pl FF 6 VT - I _ % _ (YL B"HS 4 QR 5 PS l r� -- - 4 a.�n®on Ix1. nw. MP 23 I'MAIMAIN.EXISTMYG T1EE5 - .. .ramrc. 3 HIS ._ TI 6 .'y..... .-:c' .':.'" SB 31 40 1 oolm.a er r - by .- - PM MAINTAIN EXIS NG 3.�V NS -� 1 ' r _ mown b cn - 3 onGow•a br APv.owe by r - 0 PF II ARIL 4 I 5 VC 1 yT�' - .JT \J8 soao oaoa7/17101 .- 5 IG.5 PINT 5 l VL --... \ --':...- -'-...,.,... ._�..-.,•'' IO ,- - �;� .My'�i -_ /"" -._ _ - Cotuit Lan XIS:ING �ION TO f� �; din Rw - 3YF / n wvm 1 - _ ,•+:Lr �J'' '"mew^,+" I- / J _ __. _-H» Y 40YT - — Redevelopment s• sut�rac 4 -- - 31n ryP and Expansion -_-20771 » -- SPA b 1R 1_µ.!' "`_•__ -- - '--�'- ,-:-: -. _ .. _- zS. 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VM 6 c �'i' �b4 � I4 PA 25 RF .� �' �� � / � C-8 r I 16 INSE Prajxt Number &L3,1R „- 05162 UmewaM..\0516A..1PermitsU"AtL AMmvala\51621adwg FES AM NOTES 21-L RED HEADER PIPE NQ X Y 2 BIDNE DIAL(DAX 24"DIA. \ SHALL BE PRE-FABRICATED - 1.ALL SECTIONS SHALL BE DESIGNED FOR \� BY THE MANUFACTURER 1-A 27 18 18' 6' ACC HS-20 LOADING. �\ VM /-B 6 1 18' S. --_--. m 2.COPOLYMER MANHOLE STEPS SHAD BE PIPE COUPLING 1-D 26 15 18' 6' `� -_ _ INSTALLED AT 12'O.C.FOR THE FULL Vanasse Hangers Brustlin,Inc. (AS REQUIRED) 2-D 26' IS• 18' 6. 1� 48'DIA (MIN) DEPTH OF THE STRUCTURE. PROVIDE'T KNOCKOUTS FOR PIPES WITH Transportation AL RNA®l�,®TE TOP SLAB 2'MAX.CLEARANCE TO OUTSIDE OF PIPE Land Development 30'HOPE MORTAR ALL PIPE CONNECTIONS. PAVEMENT BINDER AND AOER - - __ - FSIVIIOIIIDental$eMQeS TOP COURSE(SEE / \ / \ --- APPROX.LIMITS 4.JOINT SEALANT BETWEEN PRECAST SECTIONS PAVEMENT SECTION DETAIL) a d 1 OF ENERGY Y SHALL BE PREFORMED BVTYL RUBBER. COMPACTED GRAVEL BASE 35- a s� -- APPROX. 1 ONL FINISH 'I A4"DMA. 8" 5.ORAIN MANHOLE FRAME AND COVER 101 Walnut Street,P.O.Box 9151 24"HOPE 24"HOPE 1 DISSIPATION GRADE COURSE(SEE PAVEMENT watCIiOWD,Massachusetts 02471 SHALL BE SET IN FULL MORTAR BW. 617 924 1770 FAX 617 924 2286 \L �� ADJUST TO GRADE WITH CLAY BRICK AMC) SECTION DETAIL) \ SEE \" NOTE S. MORTAR(2 BRICK COURSES TYPICALLY, COMPACTED FILL -- -- SAFETY BARS) " 5 BRICK COURSES MAXIMUM) 2-DIA. CRUSHED STONE 12•EXTENSION DRILL AND MORTAR HORIZONTALLY --- (DOUBLE-WASHED) GEOTEXTILE ALONG INTO CULTEC UNIT NO.6 REBAR EQUALLY SPACE SIDE WALLS.TOP Is"-1 BAR I 3 AND BOTTOM 24 -1 \ 36'-2 BARS I APRON EDGE TO STEPS,SEE CULTEC RECHARGER 48'_3 BARS I BE SET LEVEL W w $ NOTE 2. SEE N07E 4- FILTER=8FAB MODEL 400HD WITH FLARE END - FILTER FABRIC X'UNITS WIDE BY NOTE: SAFETY BARS TO BE I INVERT ELEVATION 6,zk*:. (TOP,BOTTOM&SIDES) UNDISTURBED 'Y UNITS LONG OM ON TNSMERE INDICATED I (TYPICAL) "--'�--'_- • > 0°0�5. Dao°o°o0000°0°o°o0oao° SIDEWALL SEE PLAN FOR ELF 70 8E CONCRETE EO. EO, o FORMED AT A SLOPE OF 0 000oo000D020 0 0000o0°0a0°00000°000°0 X AND Y QI/ANTITES �w 48"DIA. MIN. . I"PER FOOT(FOR PIPE 0000 0000'00000 0000 PRECAST FLARED END SECTION -F rc SIZES IS-AND LARGER) -'1 O 0 ODO 00 2'DOUBLE- I SLOPE 1:1 MA%IMUN ------- • o 000 00 32.5• WASHED STONE +�`'----- - RIPRAP STONE PROTECTION(SEE TABLE) O DIA. VEOUST 00 D0 25• I I I VARIES 00 i 4. DIA. QQ0 -L- �N _ VARIES 0 0 - 6" 52' 6" 52' S2' 1' Z a o 0 0 0 0 0 0 0 0 o B stone base' y aW 12 INLETS 0 W-6' FILTER i'•�' 7YP 52" EL=56.50 I FABRIC ° .°b'-0� ( ) -bottom O.G(TYP) - 58• EL=56M COMPACTED "­6'CRUSHED STONE 6" stone separation F v SUBGRADE w BEDDING(2-STONE) ro.,•'^90 Qo Q. g, m1 O J O� ?n°,T between rows ,v. SECTION A-A ENERGY DISSIPATION TE INVERT BOWL CDAENT CONCRE Mpg;- 72'CpAPAC1ED 1.PROVIDE INLETS TO CULTEC UNITS AT EVERY OTHER ROW GRAVEL COMPACTED p�� SUBGRADE Recharge Chamber Cultec Subsurface Detention Header Flared End Section With Stone Protection 3/99 Drain Manhole 3/99 N.T.S. N.T.S. N.T.S. LD-134 N.T.S. LD_115 NOTES: A NOTES: 1.FRAMES AND GRATE SHALL BE SET IN FULL BED OF MORTAR. - 1.BASE SECTION SHALL BE PRECAST CONCRETE(OR CAST IN PLACE)WITH MORTARED JOINT NOTES: ADJUST TO GRADE WITH CLAY BRICKS AND MORTAR AS REQUIRED. __ 2.ALL COMPONENTS SHALL BE DESIGNED FOR HS-20 LOADING 1.ALL SECTIONS SHALL BE DESIGNED FOR 2.CONSTRUCTION MATERIAL FOR AR OR PR TO CONSIST OF SOLD -----__-- 1.ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. HS-20 LOADING. CONCRETE BLOCK SET IN MORTAR OR PRECAST CONCRETE 3.PROVIDE PRECAST"V KNOCKOUTS FOR PIPES WITH 2"MAX CLEARANCE TO OUTSIDE OF PPE. DESIGNED FOR H-20 LOADING MORTAR ALL PIPE'.CONNECTIONS 2.PROVIDE•Y . KNOCKOUTS FOR PIPES WITH 2"MAX.MA% CLEARANCE TO PROVIDE'V'KNOCKOUTS FOR PIPES WITH B B a JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUM RUBBER. OUTSIDE OF PIPE.MORTAR ALL PIPE CONNECTIONS. MORTAR ALL PIPECE TO OUIDE OF PIPE. 3.PROVIDE'V'OPENINGS FOR PIPES WITH 2'CLEARANCE 5.FRAME AND COVER SHALL BE SET IN FULL MORTAR BED.ADJUST TO GRADE OUTSIDE OF PIPE(IF PRECAST).MORTAR ALL PPE CONNECTIONS CONNECTIONS WITH CLAY BRICK AND MORTAR(2 BRICK COURCE MINIMUM,5 BRICK COURCE MAXIMUM) 3.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE 3.JOINT SEALANT TO PRECAST SECTIONS 4.MORTAR ALL JOINTS. I BUM RUBBER. SHALL BE PREFORMED BUM RUBBER. 4.DOUBLE CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL 4.CA TCN BASIN FRAME AND GRATE SHALL ISHMORTAR BED.ADJUST TO GRADE WITH CLAY BRICK AND MORTAR z .. 24 SQUARE - (2 BRICKS TYPICALLY.5 BRICK COURSES MAXIMUM) OPENMMG 7YP TO GRADE WITH CLAY BRICK AND BE SET IN FULL MORTAR BED.ADJUST W iv -_ .� TO GRADE BRICK COURSES TYPICALLY. (1NAOE ?•... VEHICULAR AREA LANDSCAPE AREA 46 DMA•(MIN') J 5 BRICK COURSES MAXIMUM) A MONOLITHIC OR -i1rJ- I W7lET PLAN VIEW -DIKE CONNECTIONS(TYP) FRAME AND COVER FIa$H GRADE ALTERNATE TOP SLAB t- -. -DIKE BEYOND FINISH 8_MIN; _ DOUBLE CATCH BASIN GRADE SEE NOTE 5 12 MIN. SEE NOTE 4 CONGNT 12 1 WWNE91 -RIPRAP SET IN OVERLAP T FINISH GRADE FRAME&GRATE 8 CLNG SLAB - MORTAR BEDDING q - MORTAR SHELF ' •- $ \ °'>a' •: DIA 8'.J;1IN- °�o° TO PREVENT SEE NOTE 4 i • -3 D e.. oo FILTER FABRIC COLLECTION 'd 1` ENVELOPE SEE NOTE 4 4 M1p a0 OF DEBRIS127 COMPACTED GRAVEL $oQa oo m i3 cr.aTy .,$:�.. i\. ; v ❑ m m o o� n ❑ �T TOP za x36' z tz�q_S 1z� �> -FLOW S OPENING �? Zw Cr ^/. \ y \.FILTER FABRIC WW U \ D m m O 1� EMz m m ❑ 00 0° SEE NOTE 3 VI •SECTION \, \� COMPACTED LOW 7 r .o. 6'OR 8'SEE M .�� \ 48"DIA MIN. OUTLET gU i�yo 48'DIA. MIN SEE NOTE 3 SCOBMADE gcTMaLt MA PERMEAB6JTY CORE \ ° ❑ m C71 O o o m m ❑ 2'WASHED o n _____ 7i OUTLET 6' N a' '^ °°o`?P PRECAST a° w - STONE Ggi VI-.1 DIA NOOD i� \ °'. ❑ m Y W f� O m m ❑ _ S \ELL � INVERT ________ VARIES w_ ----- 0 --T 6'LOAM&SEED .°• \ i rc I VIiAV6E5 b 2'-0• M1. 7-0' �\ o ❑ m m CJ O O m m ❑ 'Yae•� z"OVI'< INVERT AMIY4IMW. 7,_D 1 z MIN. \•.•.. ,12' \WASH-STONE � HOOD O. U 12'COMPACTED GRAVEL 18•WIDE COMPACTED SUBGRADE TYP. . 12 COMPACTED m SUBGRADE \ CONCRETE 9 h'tq X7 a yy (j°0 8aoy (TYP) FILTER FABRIC RING FOOTING 12' COMPACTED -OS O (OPTION) GRA'NIEL { PRECAST OR 000 -a ORk 1 PERMEACOMPABILITY iW LOW -1'-B'RIPRAP STONE PROTECTION ?`N:..rtCE BAD �2• PERMEABa1TY CORE WITH MORTAR-JOINTS '."_ (T�) PLAN SECTION B-A 12'COMPACTED COMPACTED SUBGRADE GRAVEL Shallow Inlet 9/00 Overflow Riprap Swale 8/99 Leaching Chamber 3/99 Double Grate Catch Basin 0")With Hood 3/99 Catch Basin(CB)With HOOd 3/99 N.T.S. _ LD-1D6 N.TS. LD_161 N.T.S. REV LD_180 N.T.S. LD_103 N.TS. LO_101 STAKES NOTES: ....__..... (z PER BALE) 1.ALL SECTIONS SHALL BE DESIGNED FOR -........_:.__:_ 1'x 1"x a WOOD STAKE ..._:..:...___... .............. .-....� H-20 LOADING. OR APPROVED EQUAL 24 DIA. +.{ 2.COPOLYMER MANHOLE STEPS SHALL BE _. ■ �'■. I INSTALLED AT 12'O.C.FOR THE FULL i'x 1'x 3'WOOD STAKE, - !. DEPTH OF THE STRUCTURE. SITE --(M50'IN.) 1 yy.0ryNq W.3'REINFORCING STEEL 10 No. R•viaim DaG W SILT FENCE I y�N{' L at APPROVED EQUAL BALED HAY -- 3.PROVIDE CLEARANCE KNOCKOUTS FOR PIPES WITH o..lrw by Drorm ev cn.oxm ey .s Y.� ry1.DM yfy77 OR STRAW ■ ■., MMM- 1,MMM M MAY.CLEARANCE N OUTSIDE OF PPE. CAD cn°° by nPPro.ea ny 4 V I IL- 48 DIA"(MIH') JT' MORTAR ALL PIPE CONNECTIONS. S� AS i fi t FILTER ALTERNATE TOP SLAB 4.JOINT SEASHALL BE PREFORMENT TWD BUM GAST RUBBER SECTIONS s"I'A8 NOW Date 7�17IO1 mao�r P I C i FABRIC ite �'�•=''_ ^•q.w 4.3"1'r.d Q �' Is ■- FINISH 5.DRAIN MANHOLE FRAME AND COVER :4'�xa:x u ■ SHALL BE SET IN FULL MORTAR BED. P.ojert a.• o''o I' GRADE .,-��•S , .. - ADJUST TO GRADE WITH CLAY BRICK AND Cotuit Landing _' A'C DIA. _,B'_, MORTAR(2 BRICK COURSES TYPICALLY, _.... I 1 2 ■. B' / MORTAR COURSES MAXIMUM) Z PLAN VIEW PROTECTED _y -PLAN^MEIN Redevelopment AREA ( �. s �` /r WORK SEE _ y AREA (WETLAND) / CATCH BASIN / 1 wl x3 WOOD STAKE. NOTES I and Expansion O xA REINFORCING STEEL p Sih 50 y/ STAKED BALES GRATE OR APPROVED EQUAL ki Barnstable,Massachusetts / 6< CONSTRUCT STRUCTURE MIN. EXISTING PER DRAIN MANHOLE DETAIL 4"(MIN) PAVEMENT •'', / FLOW FILTER V K e�ree r°: 31 &. V FABRIC (�j+ �g STEPS,Sf1= TOP OF WEIR 60.50 •_i:'',,�ri�_� w NOTE 2 Buil(fi tg Permit TOP OF I I y SET 4"INTO GIN ow "'� 12"DIA OPENING WWEEIR FILTER J MOUNTABLE BERM GROUND A. GROUND O INVERT-- 1/4"STEEL PLATE 1112'CRUSHED STONE / e'(MIN.) 4'EMBED 30' 6•DIA. I I 4'EMBEDMENT (MIN.) OU11ET CROSS-SECTION (MIN.) 'a Not for CAIIStrUCCIOII 0 INV.-55.60 ________ TOP OF WEIR-60.50 Not q IJ g rue 3uN B SECTION VIEW NOTES: NOTES: ______. ._ __ - �1/4'STEEL PLATE 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE(25)FOOT MINIMUM,BUT NOT ® ® SEE BOLTED AND GROUTED CONNECTIONS BOLTEDAND GROUTED CONNECTIONS �,,,7 LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 1- ENCLOSE STRUCTVRE WITH HAYBALES IMMEDIATELY AFTER CATCH BASIN CONSTRUCTION. --- NOTE 4 (SIDES AND BOTTOM) (SIDES AND BOTTOM) Details q MAINTAIN UNTIL PAMNG BINDER COURSE 15 COMPLETE OR A PERMANENT STAND OF 30- 2. THE ENTRANCE SHALL MAINTAINED IN A CONDITION NT WOOD STAKE GRASS HAS BEEN ESTABLISHED. r U INLET -------- SHALL PREVENT TRACKINNG OR FLOWING a SEDIMENT ONTOO PUBLIC JOINT DETAIL 3w INV.056.50 RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2.IF GRATE IS AGAINST EXISTING CURB THEN HAYBALES ARE TO PLACED AROUND 01^ ---- 3p"OUTLET ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT THREE SIDES OF GRATE ONLY. ��' INV.=55.60 OF ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED. s< t2, 6'DIA.DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE 3. WHEN STAKES MUST BE DRIVEN INTO PAVEMENT THE CONTRACTOR SHALL USE REMOVED IMMEDIAIET_Y. BERM SHALL BE PERMITTED. NOTE: REINFORCING STEEL STAKES OR DRILL HOLES. 7yp, :. Dra.:ing N°mear PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. PUT ONE HAYBALE PERPENDICULAR p ALONG HAYBALE BARRIER(100'O.C.) 4.GRATE TO BE PLACED OVER FILTER FABRIC. 0 Q?` Q O j ST$'p qPq g'O:, 12"COMPACTED GRAVEL V 5.BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND 0 CoJ y:"Y ff;9.°f TN OF REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEED . " \ .// .�./,(/� COMPACTED SUBGRADE C-9 LAV`r ^lfH STEV 5� Stabilized Construction Exit 6/99 Silt Fence/Haybale Barrier(Embedded) 3/99 Catch Basin Sediment Trap ,99 Outlet Control Structure(DMH-28) 4/p1 Outlet Control Structure(DMH 20) 4/01 s Q Iv A w N.ae Kneel °r N.T.S. LD_682 N.T.S. LD-656 N.T.S. _v 6'I3 N.T.S. OCS-DMH28 N.T.S. REV OCS-DMH2O �a ,aE v'�° 9 16 - a ONAl EdO Pr°jacl N.- 05162 IPlipp�ov1L16�S162d11t.dw` A DIA. A- S 48"DIA.MANHOLE VM ALTERNATE TOP-20 Vanasse Hanen BmstU FINISH (STEEL REINFORCED FOR HS-20 LOADING) g n,Inc. GRADE e" 30'DIa e' •h,8D9�t9aOB _ A C Land DevelOpMent SEE NOTE 5 Bnvhuuncn el Services o 101 Walnut Street,P.O.Box 9151 dWatertown,Massachusetts 02471 w o ----STEPS 617 9241770•FAX 617 924 2286 w N 45'WYE-- SEE NOTE 2 INLET 48 DIA.MANHOLE MIN. USE DROP MANHOLE o WHEN THIS DIMENSION NOTES: REMOVABLE CAP IS EXCEEDED 1.ALL SECTIONS SHALL BE DESIGNED FOR WITH CLAY o .—ARCH INVERT IC BE CONSTRUCTED F � 45'ELL/BEND o BRICKS LAID AS H$-20 LOADING. tt STRETCHERS AND ON EDGE. 2.COPOLYMER MANHOLE STEPS SHALL BE < LIGHTWEIGHT CONCRETE / ON�� INSTALLED AT 12'O.C.FOR THE FULL D( OR PLOWABLE FILL CA 57 SHELF TO BE BRICK LAID RAT DEPTH OF THE STRUCTURE Elmo IN-PLACE ENCASEMENT AT A SLOPE OF 1'/FOOT 3.ALL EXTERIOR SURFACES SHALL BE GIVEN SEE NOTE 4 TWO COATS OF BITUMINOUS WATERPROOFING MATERIAL. RE%ABLE WATERTIGHT GASKET OR SLEEVE(TYP.) 4.JOINT SEALANT BETWEEN PRECAST SECTIONS 6'MIN. / SHALL BE BUTYL RUBBER. V F I ! /-OUTLET o yj 90'ELL/BEND 5.SEWER MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND Ds a 12 ES TYPICALLY, m 12_ MORTAR(2 BRICK COURSES 5 BRICK COURSES MAXIMUM) TYP TYP. 000°004'000°03°. .oaS°cA � °o 6T�y°�S°o:,�'• o• 12GR*COOLIPAC� BRICK CHIP AND MORTAR VEL OR CEMENT CONCRETE FILL COMPACTED SUBGRADE —� Exterior Drop Sewer Manhole Type B(DSMW N.T.S.30"DIA - ACCESS I -� NOTES: .I.. .) I. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. 48"DIA.MANHOLE J j 1 2.COPOLYMER MANHOLE STEPS SHALL BE ALTERNATE TOP SLAB INSTALLED AT 12"O.C.FOR THE FULL (STEEL REINFIXICED FOR -L2A0 LOADING) DEPTH OF THE STRUCTURE. 3.ALL EXTERIOR SURFACES SHALL BE GIVEN ED I PAVED AREA LANDSCAPED AREA FINISH TWO COATS OF BITUMINOUS WATER- GRADE PROOFING MATERIAL COMPACTED GRANULAR FILL COMMON FILL/ S� 4,JOINT SEALANT BETWEEN PRECAST SECTIONS ORDINARY BORROW SEE SHALL BE PREFORMED BUTYL RUBBER. I 5.STANDARD SEWER MANHOLE FRAME AND NOTE 5 - _-_--- COVER SHALL BE SET IN FULL MORTAR / --'_---- BED.ADJUST TO GRADE WITH CLAY BRICK � AND MORTAR(2 BRICK COURSES TYPICALLY, L ° DEPTH AND SURFACE U�a 5 BRICK COURSES MAXIMUM) I TREATMENT VARIES F W � J 8Lo DEPTH VARIES w w 9 NOTE 2 SEE o - K w WARNING TAPE (WATER ONLY) o 5 o 6 S 0 48'DIA.MANHOLE a w n iu ^dn W•• W N SEE NOTE 4 �O b,'9 �: BACKPFlLL O ,�'a _____ I 9-�✓✓. ----------- -FLEXIBLE WATERTIGHT ab 3'.g AND TAMPED HAUNCHING GASKET OR SLEEVE COMP ACTED BEDDING OUTLET I m 18" DIA. (TYR COMPACTED Z 12 F VARIES SUBGRADE np S I I y CPo1 OO4 O ,Q 4S ��eO cQ�O �9^,u. T SHELF TO BE BRICK ARCH INVERT TO BE CONSTRUCIED I LAID RAT AT A WITH CLAY BRICK LAID AS SLOPE OF 1"/POUT STRETCHERS AND ON EDGE. 12-COMPACTED BRICK CHIP AND GRAVEL MORTAR OR CEMENT I CONCRETE FILL UtEf Trench Saintary S� / MM 1 -" 3/99 "a""�'i Sewer Manhole is+•u+/ 3/99 \ N.T.S. LD-300 N.T.S. LD 2ao I No. R AW Date W. )e,bed by Drawn by CAecked Ey CAD cnec try APProvM by ('48'DIA MANHOLE AN7tiOUIREDON CONCRETE SLAB $COIe INoted Dct` 7117/01 / RISER(TYP) AS REWWRED - /f/// Nrv.BFv. 4'RISER t VENT SCH 40 PVC �'- I F+opct Tice PAINTED BLACK WITH BUG SCREEN AND 1r-0' _ IM'.�". Cotuit Landing GRANULATED CARBON FILTER 1 '- 18'-0_ 86 INLET -- - _ - _ 8" --- ----- Redevelopment 6"INLET I,IN'WATE ALIERNAIE n 8 aN T ALTERN " o - OJIIET�1 ROWS MIST A CL--.T ROW I and Expansion IF s — —3'(TYP) Barnstable,Massachusetts � � I -ll ( It d for LOAM AND SEED -- I - - T I BU11d111Q Permit b 12' ..Y. �._ Not for Constmction CONCRETE BIN.) 7..� (3.000 P51 MIN.) iP . 4:. VTR.' I I 9 iltle (TY (IYP)SEE NOTE OTE 1. ' ° Dr, Lgi4CIEI MGWL Bolma Fin \ `""° Details CONNECT TO SYSTEM COMPONENTS WHERE REWIRED Secth7G View Holm 1 A SECTIONS TO BE DESIGNED HS-20 LOADING I D.awmq ry 2.PROMDE EACH OPENING WITH A 30-DIA.CAST IRON FRAME A CO`B RAISED 7 0 FINISHED GRADE WITH 4"'DIA MANHOLE RISER SECTIONS 3.ALL TEES SHALL BE PVC. 4.FILL VAIN WATER BEFORE REMOVAL OF DEWATERING MEASURES I W OF C 10 5 TI-.ANR.OTATON CALCULATIONS TO BE SUBMITTED BY ENGINEER. G INA ViL Vent Pipe Detail 4,000 Gallon Precast Concrete Grease Trap --— -- ---- I DyITE E6A`` ePt 10 t 16 l B�ONAL E9 4000pcgt A N.T.S. wore�t-- REV N.T.S. 05162 T=uftUocaLAppmvalM l62deLdwg vim Vanasse Hangen Brustlin,Inc. Transportation Land Development Fnvilomnental Services 101 Wahun Strew,P.O.Box 9151 Watertown,Massachuseas M471 617 9241770•FAX 617 924 2296 I I INN I 4-%-0 HOLES(24 TOTAL) 2"PVC o STONE 0 o 0 0 6• 1/47 HOLE 0 LATERAL CAP LATE PERFORATE%CAP 0 0 SOFFIT LATERAL o 0 0 o 6" SOLID PVC Tj VENT MANIFOLD 6"%6"X2"PVC TEE VENT & END CAP DETAIL PROPOSED GRADE VARIES 2 h'z21h" TEE WASHED STONE -21h"PERF.PVC LATERAL Ph"TRIPLE WASHED PEASTONE INV. = 61.0 21/t"PVC— 16" - 1h" TRIPLE RISER WASHED STONE MAINFOLD CAP—� INV. 57.5 \ / 0 8"x8 21h" TEE (20 F ER BED) VC SCH 40 — MA FOLD S=0.00 p 1.5 3' 3' 1 3' 3' 3• 3' 3' 3' 3• 3' 3' 3' 3' 3" 3' 3' 3• 3' 3' 7.5" 62' I ' SECTION A—A �� T PROPOSED GRADE(VARIES 62.5 TO 65) 77 STONE(TYP.) -6"PVC VENT(TYP.) _—________ CAP(TYP.) �1/4" PERF. AT 4"O.C. (78 REQUIRED) H ------------- ---- �.. ' SLOPE BACK To — / ALTERNATING AT 5&7 O'CLOCK POSITIONS r_=_------------- ---- 1¢ ' PUMP CHAMBER 1. ------------ ---__- LATERAL r ------------- --- I ----------_ ----- '� --_ __ _— I=61.0 =—� -- L---- ------- ---- 1 1 r _J -- --- ---- y I r ------------ --_--___.4 N° Re slen °°le __ LL I8"x8"x21h"TEE I __------------ 1 IF ----------- ® ---- 1 D—g abr br rn.°kea br VENT PERFORATED /� 1 -— y cn°on«k.a b avvr°.eo by VENT(TYP.) (� ---- —g'_-- i'° F ----- -I P. L ------------- ---- ------------ v----- END OF FIELD _------------ ---- _� -----------�o ---=-I sCO�'AsNolcd °aYa 7/17/01 6 90'ELBOWINV=35(1YP� t o ---_=1 Pr 1ife ---72•-21h!IAIERAL �� 6'X8'INCREASER(TYP.) �� ----------- - -- --------- g B L==----------- --�- � �4 ----- ----- J ot uit Landing 72• =-____________ ____ j =t =___________ i Redevelopment ------------- - SECTION B—B VENT(TYP) A and Expansion Barnstable,Massachusetts --------------- I I ------- --- I-- Building Building Permit I I I I I I I I MIRAFI 140N FILTER FABRIC I I I Not for Const action OVER PEASTONE 18- 1/4'0 PERFORATIONS 60'x72" I I 60"x72" I I RESERVE I I RESERVE 71h" TRIPLE WASHED PEASTONE PER LATERAL� I I I 1h TRIPLE 4 INV 21h"PVC LATERAL=61.0 I LEACHING AREA i LEACHING AREA WASHED STONE 16 12" I I BOTTOM STONE=60.0(TYP) CAP I Details I I I I I I I I I------------- --I -- ------------I LEACHING FIELD SECTION VA Of C-I 6T C AR Leaching Field Distribution Leaching Field Disribution 11 0116 N.T.S. - — — N.T.S. Pr°'ryct Number 05162 T=mitSU,ocaLApprovab\S 162det.dwg I VM MUNICIPAL NOtES. �., Vanasse Hangen Brust&n,Inc. STANDARD HYDRANT 1. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON PUMPER t UNDISTURBED EARTH AS SHOWN.USE CLAMPS AND TIE RODS OR OTHER Ttansportation TO FACE ACCEPTABLE METHOD L JOINT RESTRAINT INHERE SOIL CONDITIONS PROHIBIT I '�/ �pF THE USE of THRUST BLOCKS. I I ss,_ i.� OFR071� ,ram +<r \\ Land Deveutal Set 'P�i• g0�E r.�- &nvrzonmental Services OR 2. HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM SIDEWALK I �<'h ��.rIBL r FACE OF PASSAGE WIDTH OF 3 FEET AT HYDRANT. I AV OFFINISH Rpil'� CURBING TE 2)( ARD) GATE VALVES TO BE MULLER RESILIENT SEAT OR KENNEDY KEN-SEAL. I LANDSCAPE101 Walnut Mass,P.O.Box 9151 AREA(TYP.) < \ (1r WateTtowB,Massachusetts 02471 GATE VALVE R. 4. ALL PIPES SHALL HAVE 5-0 COVER. I u1' 617 924 1770•FAX 617 924 2286 3 PIECE RISER. \ 0 l BOX AND COVER 5. HYDRANTSSHALL BE PAINTED WITH 2 COATS OF RUST-OLEUM#1282 FORESTPAVEMEN1 EEN,RUST-OLEULM/906 SILVER GRAY,AND 3M BRAND SCOTCH-UTEREFLECTIVE PAINT/7216 WHITESURFACE6. HYDRANT TO BE MUELLER CENTURION,SW OPENING.MECHANICAL JOINT,CLEAR OPENRIGHT.5'-6'BURY. SEENOTE 9 ,�ro.VA YE B0 AND@DVna�Y MER �p<,9� e`a� �lr SEE NOTE 9N'� \ '-SEE NONE 9 Z BACKF1LL P t--I�`UP(MAX.) ``IDa' • Qj a •X`�' W LIP(MAX) -V'.°M• �_1h'UP(MAX.) i. THRUST BLOCK-MIN. d: \ BEARING 9 SF.,DO NOT BLOCK DRAIN. NOTES: • DI NOTES: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP NOTES VE ANCHORING CROSS SLOPES SHALL E 1.5%(1%MIN.). 6. 1 CROSSASLOPES SHALL BE 1.SX(iX MIN.).CURB RAMP SHALE BE 1.5%( ) 2. THE MAXIMUM ALLOWABLE ROPE a ACCESSIBLE ROUTE 1. A M MALL WA WICK AND CURB RAMP EXCLUDING CURB RAMPS SHALL E 5% 2. THESMAXIMUMSALLOWABLE SLOPE OFMACCESSEILE ROUTE 1 20 (MIN.) 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE 3, THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB EXCLUDING CURB RAMPS SHALL E 5R UNDISTURBED EARTH OR COMPACTED EMBANKMENT EXCLUDING CURB RAMPS SHALL BE SR RAMPS SHALL E 7.5X 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB 4 A MINIMUM OF 3 FEET CLEAR SHALL E MAINTAINED AT ANY 3. THE MAXIMUM ALLOWAEE SLOPE OF ACCESSIBLE ROUTE CURB MECHANICAL RAMPS SHALL BE T5X PERMANENT OBSTACLE IN ACCESSIBLE ROUTE(LE.,HYDRANTS, RAMPS SHALL E 7.5X JOINT(TYP) ° '.•� \ 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY UTIUTY POLES,TREE WELLS,SIGNS.ETC.) 4. A MINIMUM OF 3 FEET CLEAR SHALL E MAIN AT ANY PERMANENT OBSTACLE W ACCESSIBLE ROUTE(I.E.,HYDRANTS, PERMANENT OBSTACLE INACCESSIBLE ROUTE I.E.HYDRANTS. URUTY POLES.TREE WELLS,SIGNS,ETC.) S. CURB TREATMENT VARIES.SEE PLANS FOR CVRB TYPE UDUTY POLES,TREE WELLS,SIGNS,ETC.) ONCRETE 18-X18'X6' 5. CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE 6. BASE OF RAMP SHALL E GRADED TO PREVENT PONDING, TREATMENT 5. CURB VARIES. 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING THRUST BLOCK CONCRETE BASE 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 6. BASE OF RAMPSHLL E A GRADED TO PREVENT PONWJG. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. (EXCLUDING ACCESSIBLE AR e. ACCESSIB ROUTES ME LESS THAN 5'IN WIDTH 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. ACTED CRUSHED STONE (EXCLUDING CURBING) 5'x 5 PASSING AREA SMALL BE $UB(xtADE (MIN.1h C.Y.) B. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN WIDTH PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. & WERE ACCESSIBLE ROUTES ARE LESS THAN 5"IN WDTII TWO TIE RODS(L SIDE)TO BE (EXCLUDING CURBING)A V x 5'PASSING AREA SHALL BE 9. ELIMINATE ALL CURBING(OTHER THAN VERTCAE CURBING, (EXCLUDING A INTERVALS NOT TO EXCEED 200 FEET. E SAME DIAMETER(LEE M.J.BOLTS PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET WHICH SHALL BE SET FLUSH)WHERE IT ABUTS ROADWAY. 9. ELIMINATE ALL CURBING(OTHER THAN VERTCLE CURBING,WHICH 9. ELIMINATE ALL CURBING(OTHER THAN VERTCAE CURBING. SHALL BE SET RUSH)WHERE IT ABUTS ROADWAY. WHICH SHALL BE SET FLUSH)WHERE IT ABUTS ROADWAY. Hydrant Cmwcdon V. Accessible Curb Ramp(ACR)Type'A' 3/99 Accessible Curb Ramp(ACR)-Type'B' 3/99 Accessible Curb Ramp(ACR)-Type'D' 3/99 N.T.S. REY Ln.sm N.T.S. LD-500 N.T.S. LD-501 N.T.S. LD_503 TABLE OF DIMENSIONS BENDS B C D E F BENDS B C D E F 12 6" 111/4' 8" 1 1r 24" 1 5' 2' 6' 45' 8" 30' 12 24 14" 6' T21/r 19' 73, 6" SO' 30' 2Y ( •) TREATMENT VARIES 8' 111/4• ZD• it 8' 45' 30" 24' TREATMENT VARIES 87 221/r 22" 17' 6' 90' 38 36 TREATMENT VARIES STEEL CONCRETE PRECAST 12' /1//4' 30' 15' tr 45' 40 40' 12' STEEL 12' 221/r 35- 25' 12" 90• 60' S2' SURFACE - CURB VERTICAL CONCRETE CURBCHAMFER REINFORCED PRECAST TREATMENT BITUMINOUS GRANITE CURB 1-CHAMFER _ VARIES-Y (Top PAVEMENT TACK COAT TACK COAT BENDS \ (TOP COURSE) 1Y TACK COAT I PROPOSED BIT. g' 2' (MN. BIT.CONCRETE PAVEMENT I CONC.PAVEMENT BITUMINOUS TOP COURSE(1-i/2'MIN.) BIT.CONCRETE B � c D F VARIES \ CONC.PAVEMENT V ° SLOPE VARIES PAVEMENT TOP COURSE SLOPE VARIES-� INSTALL CEMENT CONCRETE • (BINDER COURSE) EXISTING EXISTING (3000 PSI-TYPE I)IF / SURFACE n SURFACE CURB IS ET AFTER BINDER UNDISNRED O° ps O' N,I\. \. 000. \ o°O COURSE IS N PLACE SOIL O:•8 •moo ,., . O°O° O°Oo 0° 00 0Ob PLAN_ c_EGTION 1-t °O$O° vO, o ° O°• •O •'O SAWCUT EXISTING °•°0 -SAWCUT EXISTING ° O •op TD 4 C• °O$ 0.0'. oo.m 809 a0° •°o o°$`� ° BIT.PAVEMENT AND BIT.PAVEMENT o� o o° TABLE OF DIMENSIONS o 0 0° o °0°8 oQ °.1 oe 'O o° 0°8 TACK COAT EDGE 88 °8 0° oo m •o o° $ $�. .4 ° °` .cp° ob ° O „ TEES G H J °CO o o° 0°o a ° °0° 0 0 0° o u 0 CEMENT CONCRETE u o ° INSTALL CEMENT CONCRETE ° o $o O° O° 6'x 6-x 6' tY 24- 24- 18- 12•x 12-x 6' 12" 24" 24- 18• i.p N. O o O C0°0a10 $ •. o �O$op� ° O •0 ,4° (3000 PSI-TYPE 7) °o o • •� 8$° (3000 PSI-TYPE 1) °^ - $o�a 6'x 6'x s' tz-x 1z'x a- za'M >, \ o00 .co °b ,°o 0 0•0° 0°$ o o° o ° .° o° °;° p oa$09 X q .° oe 9.p, /\ e'x e'x a z4 trx 1rx 1z 36` 36 o a 8 ... o °o o °ao o °g o og° COMPACTED GRAVEL o°8 80 7ES \\� \ \ COMPACTED / / BASE GRAVEL BASE T COMPACTED COMPACTED GRAVEL 2 COMPACTED 6' 8- \12't 6' e- 12' SUBGRADE 6' 6' 6' BASE G H GRAVEL BASE (MIN.) (MIN.)•• (MIN.) (MN. • ) COMPACTED COMPACTED COMPACTED SUBGRADE UNDISTURBED SOIL NOTE: SUBGRADE SUBGRADE PLAN SECTION 2-2 ALL CURBING TO BE MACHINE EXTRUDED NOTES: 1.PROVIDE BLOCKS FOR TAPPING SLEEVES.DEAD ENDS,GATE VALVES, AND VERTICAL BENDS(SAME 512E AS REQUIRED FOR TEES). PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. 2.CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING. 3.CONCRETE SHALL BE 3000 PSI-TYPE I Concrete Thrust Block 3/99 Cape Cod Berm(CCB) 8/49 Vertical Granite Curb(VGC)Set In Ex istmg Pavement 11/00 Precast Concrete Curb WC)Set In Existing Pavement 11/00 Precast Concrete Curb WC) 11/00 - ----------------- N.T.S. LD-260 N.T.S. LD-407 N.T.S. LD-403 N.T.S. REV LD-405 N.T.S. RE`/ LO_404 2-BITUMINOUS SURFACE COURSE oa 2-BITUMINOUS BINDER COURSE O o0 No. RaNMon Date ph'I. .e •.Q • °��a� 8'COMPACTED GRAVEL BASE COURSE � CAD Des q�ei by Dr°rn by cn.aa4 Dv O e o clJecked by Apprevetl by 4•CEMENT CONCRETE o 0,0 O e o° (6•IN VEHICULAR AREAS) g..� CURB 6• VARIESW.W.MESH °..o oa Aallofed 7/17/O1 CEMENT CONCRETE CHAMFER lU0lE0 JET FINISH . `< (6"THICK IN VEHICULAR AREAS) 6•REVEAL GRADE CURB- VARIES 1.5%MAX. W.W.MESH FINISH __ CotUit Landing \ -COMPACTED SUBGRADE FINISH PAVEMENT X � � - 115®12 O.C. GRADE �-x 4500 P51 ;� EACH WAY(TOP) 6"REVEAL--\ 1.5%(MAX•) i °�T o°o�o° ° AIR ENTRAINED / 3/4-CHAMFER Redevelopment FINISH \ 1.0%(MN.) Oo cBo o \°nee CONCRETE PAVEMENT /, o ,, , HEAVY DUTY FLEXIBLE PAVEMENT / CONCRETE BITUMINOUS \ O o,}(p $•CR° B•COMPACTED II/ 3' PAVEMENT and Expansion Y O O O 00 OO°O \� V° \\/ GRAVEL I "� :.) _ O O JI `f COMPACTED - Barnstable,Massachusetts \ SUBGRADE O1� n..., iss�rd ro. p°Lb 12" SECTION VARIES F895H COMPACTED SUBGRADE t"BITUMINOUS SURFACE COURSE AGGREGATE Building Permit \ \ \ .. BASE GRADE i 5%(MAX.) 8' . 2'BITUMINOUS BINDER COURSE � � '� .. "a \ COMPACTED B-COLIPACTLD GRAVEL O',� c° o SUBGRADE EXPANSION y-� • P::'. Not for Construction SECI)ON JOINTo°00 -$ eQ a °° 6-GOIAPACTED GRAVEL BASE COURSE t2+ u. / °o o�o M SEALANT EXPANSION (WHEN :0 °°��°o o o�oxo o SEALANT REO'D) ,\° o° (WHEN MOTES. Q9o: a o0 o a o. Se REO'0) e'COMPACTED GRAVEL BASE COURSE 1.PROVIDE EXPANSION JOINTS T� NOTES: AT MIN.30 FT.O.C.WIN PRE- 1/z• Details POROUS PAVEMENT MOULDED JOINT FILLER. COMPACTED SUBGRADE (2-1 1/4"OPEN GRADED FRICTION COURSES) 1.PROVIDE EXPANSION JOINTS 1/2•r- CONCRETE ° ° NOTES: AT MIN.30 FT.O.C.WITH PRE .I' 2.PROVIDE CONTROL SIDEWALK- 0.00 COMPACTED SUBGRADE MOULDED JOINT FILLER. CONCRETE JOINTS AT 6'O.C. 1/2•PREFORMED STANDARD DUTY FLEXIBLE PAVEMENT 1. SIZE OF COMPACTOR PAD TO BE AS INDICATED ON PLANS, SIDEWALK 3.PROVIDE BROOM FINISH IN EXPANSION JOINT CONSTRUCTION JOINTS TO BE SET AT INTERVALS OF 1/3 OF LENGTH. 2.PROVIDE CONTROL 1/2'PREFORMED DIRECTION PERPENDICULAR BLDG.FACE OR 2. SQUARE DUMPSTER PAD TO BE 16'x16"(MAX.) JOINTS AT 6'O.C. EXPANSION JOINT FIXED OBJECT TO CURB, n.°.�nq Numbm 3.PROVIDE BROOM FINISH IN FIFIXXED OBJEC OR TT 4.CEMENT CONCRETE SHALL BE 3.THICKEN SLAB TO 12'ALONG OUTSIDE PERIMETER. DIRECTION PERPENDICULAR 4,DDO PSI-TYPE U JOINT DETAL TD CURB C-12 4.CEMENT CONCRETE SHALL BE JOINT DETAIL SST OF 4000 PSI-TYPE 11 i STEVE p CHO D IL Porous Pavement 1/187 Concrete Sidewalk 3/99 Monolithic Concrete Curb do Sidewalk(MCC) 3j99 Bituminous Concrete Pavement Sections 3/99 Dumpster/Compactor Pad y 11-1 1 s,tm sT xEOVy�i,"x ,` 12 16 N.T.S. REV LD-422 N.T.S. LD-420 N.T.S. LD-421 N.T.S. REV LD-430 N.T.S. Rev 0706 /ONALEWG «n N ba 05162°m \Peamifsll -LApVr-als\5162&t dwg 4"WHITE/ D PAINTED UNE(TYP) 4'BLUE CURBLINE �) PAINTED ISLAND 2 (MIN) IanQ.S,Se angersBrust n,Inc. UNE(TYP) T fBnSPIKIaf10n 4"BLUE f4 R J Land Development PAINTED 1 Finvuem enbal Semmes O j SYMBOL D j' rzz w N —T 101 Walnut Sheet,P.O.Box 9151 PANTED VMAINE D T 2" a Watertown,Massachusetts 02471 CURB > � ° 617 9241770•FAX 617 9242286 2"-0 8'-0" 9"-0" 8'-0" 1'-0' 12 N1VIh PAINT WHITE PAINT 4 4' � 9.-0. B•-0" B.-0. D SPACE �, 1, ' 10" 1T 3._e. �uuuu " LENGTH AS REQUIRED p 4 (SEE STRIPING PLAN) � li S 2'-.' '- � CURBLINE 1TP�) II _ ISLAND �('�I�..�,�Nxx\\\ F�— '� 2_O • 4"WHITE — ON E 18" PAINTED 7 2230' B . 1 TURTLE PAINTED D STOP LINEUNE(TYP) YVA PPLIED Y < fi NO ES: —r 1.ALL TWELVE INCH(1.N LINES SHALL BE LINES IN ONE 6 INCH LINES) COMBINATION OF LINES `-CURB NOTE: (TWO-6 INCH UNES)WILL BE ACCEPTED. a wHITE PANT(TYPJ 4'MITE PAINT 2.LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO 1. SYMBOL SHALL BE CENTERED IN THE PARKING CURBUNE. 4 I�InwE STALL AND SHALL BE WHITE. 3.ALL LONGITUDINAL CROSSWALK UNES TO BE THE SAME +f1 LENGTH AND PROPERLY DRESSED, ENO SPACE 2. PAVEMENT MARKING STRIPES SHALL BE WHITE. NOTE: PAVEMENT MARKINGS TO BE INSTALLED IN (DOUBLE STRIPED- SEE STALL LAYOUT DETAIL) LOCATIONS SHOWN ON THE PUNS NOTE I.ALL PAINT SHALL BE FAST DRYING TRAFFIX PAINT, 3. SYMBOL TO BE PAINTED IN ALL HANDICAP SPACES. MEETING THE REQUIREMENTS OF AASHTO M248 TYPE F. PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER. 2.SYMBOLS&PARKING STALLS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN DISABUTIES ACT. Pavement Markings-Stall Layout 5/01 Accessible Parking Space Symbol 5/01 Crosswalk 3/99 Painted Pavement Markings /59 N.T.S. LD_551s MT.& LD_552s N.T.S. REV LD-553 N.T.S. LD_354 it II II —LIGHT POLE ROUNDED CONCRETE CAP T KCAL TYPICAL PROVIDE BASE COVER SIGN AS FURNISHED BY I I POLE MFG. CONCRETE FILL II I UGHT POLE BASES IN PARKING LOT TO —2h"DIA.STEEL POST BE PANTED YELLOW a T{ 8'DIA.STEEL PIPE 8"LONG ¢1 J #3 TES O 12'C.C. FILLED WITH 30DO PS CONCRETE PAINTED W/PRIMER �—21A'DIA.STEEL POST i b {-/5 VERTICAL-EO.SPACED I AND YELLOW PAINT -6'DIA.STEEL PIPE FILLED WITH CONCRETE c �� J FINISH GRADE .a BOLLARD 'tEttow) 1 .v. '. , FINISHED GRADE SURFACE TREATMENT VARIES CONDUIT SEE ELECTRICAL PLAN FOR SIZE REME / FINISH GRADE LANDSCAPED AREA !- / SURFACE TREATMENT VARIES SURFACE TREATMENT VARIES i TONSDE METALOUPOLE .' .� 2'x2'x2'CONCRETE FOOTING(3000 PSI) �\ 24"DIA.CONCRETE ENCASEMENT 24'DIA.CONCRETE ENCASEMENT ,I (3000 PSI) (3000 PSI) - .,� COMPACTED GRAVEL / BOLT LAYOUT COMPACTED GRAVEL COMPACTED GRAVEL COMPACTED OR &MOUNTING UNDISTURBED y_D- MIN, PROCEDURE AS SUBGRADE PER MFG.SPECS SECTION �. COMPACTED SUBGRADE COMPACTED SUBGRADE COMPACTED SUBGRADE NOTE: UGHT POLE FOUNDATION DESIGN IS SUB.ECT TO CHANCE BASED ON FINAL POLE AND FIXTURE SELECTION AND GEOTECHNICAL SITE INVESTIGATION. Bollard 8/99 Bollard Mounted Sign 8/99 Sign Post-Landscape Area 3/J9 Light Pole Foundation Detail 3/99 N.T.S. LD-702S N.T.S. REV LD_705 N.T.S. REV LD_704 N.T.S. REV LD_310 C — 4" (8)-14 BARCUT $ I "Ya"STE71.CABLE(GAIN.) CU FIT POST&RAIL i u I t- 1- --i 1 rve. ReVslon Date Ro.,d. Y.'(�(._' w i r Y I J -C Designee by Drawn by 7—by 2" Pd Q I I I 1 1-1h CAD cM1 cNe�by by I I 1 LI-Wa 7/1T/01 HOLE DIA Prefect nbe Z J/f MN W MpR H� vAu MtRe•. r"Tlom GUARDRAIL PLAN T W D DKw Cotuit Landing ANCHOR BLOCK POST ELEVATION Redevelopment 2 t/R'1�x 2 t/4'tPM 1D1Rx PLATE WASHER&NUT FOR ANCHOR ROD ARL M TP. " n�R MA awR Pos r-s'o.c. -r O.C. and Expansion ((3)-b4"STEEL CABLES —PLATE WASHERS AND NUTS(GAL")ON 18"X 3/6 DIA. R tTAs x 3 5/p'wft¢IS (GALV.) / THREADED RODS(GALV)FOR WEDGE TYPE CABLE ENDS Barnstable,Massachusetts FAJTDm To Ru W/t 3/4" b :RKIMI FA51aga lator 1-W UPPER ANCHOR ROD(GAL)") Is d ror — \ \, \ ��, \` c —_ __— _—_— 1—Vi"STANDARD NRNBU�KLE(GALV)W/6"TAKE—UP th"GAILY.CARRIAGE BOLTS N REOUI DIA.HOLE WHERE \YJ.�T \\� \ //�T,�,2� � j. _ 1-1b"GROUND ANCHOR R00(GALV) 72't LONG OR D.LF.W/HE% rREWIREO FOR ANCHOR ROD B1111d1IIg PeLlnit \/ \ e / P cYA1PADTFD tRA1k1 "� \ RAILS TO BE HALF-LAP NUTS&WASHERS-GALV.— ARaIND FINISH ,IgNTED AT ALTERNATE THREAD CABLE GRADE PO5T5 OR AS DIRECTED THROUGH%" 8 �/ o g• % DIA.NIXESEO- E0. \ Not for Construction x PROVIDE INTERMEDIATE Drewm9 rde I m l ANCHORS IN ACCORDANCE I I 1 NOTES: WITH MDPW CONST.STDS 1= 1. ALL FENCING MATERIAL SHALL BE NORTHERN WHITE CEDAR, ANCHOR BLOCK 7-6"X2' LOCK 9" 6. SHOWN TO THE DIMENSIONS SHOWN ON THE DRAWING, -�- (SEE ABOVE) 2. ALL FENCE POSTS SHALL BE TREATED WITH-CCA"ON ALL SIDES FOR A DIMENSION OF 3'-0"FROM BUTT OF POST HALF LAP JOINT Details GUARDRAIL ELEVATION 3. POSTS SI MAINTAIN A DEPTH OF 7-10'IN GROUND AND SHALL BE RACKED TO ACCOMODATE ANY CHANGES IN GRADE. 4. UNE OF FENCE TOP AND BOTTOM SHALL BE INSTALLED STRAIGHT 1.WOOD RAILS TO BE LONGLEAF YELLOW PINE OR DOUGLAS FIR-STRUCTURAL GRADE OR BETTER. AND TRUE, ALL POSTS AND FACING BOARDS OR SLATS SHALL 2 POSTS TO BE DOUGLAS FIR,OR SPRUCE-STRUCTURAL GRADE OR BETTER. BE INSTALLED PARALLEL AND PLUMB. ALL RAILS SHALL BE 3.ALL TIMBERS SHALL BE PRESSURE TREATED. INSTALLED PARALLEL AND TRUE. Dra.��g rvumbe. 5. ALL GATE HARDWARE SHALL BE DOUBLE DIP HOT GALVANIZED. THE CONTRACTOR SHALL SUBMIT GATE AND FENCE SHOP DRAWINGS /� A TO THE ENGINEER FOR REVIEW. H OF 1J � / .xpV3 S 6'Single Sided Stockade Fence 8/94 Wood/Cable Guardrail y, Iv w 7Qe1 N.T.S. LD_470 N.T.S. REo w_sts r� 9 sr£wE We 13 a 16 \ B`TYONAL b+6� vrojert rvember 05162 \Puttsbi ocal_APw-ah\5162deLdwg vim SILTFENCE/HAYSALE BARRIER �V,�a,,n.,a,,s<„s�e Hangen Brustlin,Inc. Tr-sp "*- EXISTING Tama Development GRADE Environmental services RETAINING WALL 101 Walnut sweet,P.O.Baal 9151 Watertown,Masswimsetts 02471 �' ,1`—• v v� 617 9241770•FAX 617 924 2286 BITUMINOUS POROUS PAVEMENT(1w) CAPE COD BERM— RETAINING WALL 1 —FINISH GRADE LOAM&SEED �f .1 POPE 4 BITUMINOUS POROUS PAVEMENT(11h') CAPE COD BERM Eli NDISTURBED SUBGRADE 12- � o b.o§.o§:o' .0 4.o b':o .o§ b"•a b.o b.o b�.o b.o§:o§.o..o b�: \\�:v LOAM&SEED \ 8'COMPACTED GRAVEL BASE COURSE FINISH `\ 'U\\•\'1 ,\ 8b�8b�8b�8b�8�b B 8b4 8b�Ba&8 Bb b `�8b$8b$.Bb b..e,g 8b4w GRADE ,-2:1 SLOPE v�\',y 8.0.8 B 8 0.B 8 0.•8,0 8 9 0.90 B 80.�8•0.800.9 .8e L}Sti �\//\\-o a'°o b''°o'>eo 0 4'o';':��$'•'o e�:o n:"SF;o;':o a�'Oo?':o§`:o j'',"3"o't.;.o e:.a?'' /—E%ISnNG'^ _ SILTFENCE/ GRADE -_ HAYBALE �\ BARRIER e'COMPACTED GRAVEL �,ft BASE COURSE UNDISTURBED SUBGRADE— BicycleMalesh3an Path Section A-A D, BicycleJPedestrian Path Section B-B N.T.S. e—P—s<c°" N.T.S. HARDWOOD STAKES HARDWOOD STAKES OR DEADMAN(TYP.) OR DEADMAN(TIP.) TREE PIT TREE FIT PROVIDE FENCE WHERE WALL ROOT BALL ROOT BALL HEIGHT EXCEEDS 4 FEET 1/2 IN DIAMETER GUY WIRE BUCK REINFORCED RUBBER GUY WIRE VARIES HOSE(ABOVE FIRST BRANCH) 1/2 INCH DIAMETER CAP BLACK REINFORCED 1 Pt AN THREE STRANDS OF#10 GAUGE PLAN RUBBER HOSE TWISTED GALVANIZED STEEL WIRE IMPERVIOUS FILL MIN.72'THICK �" THREE STRANDS OF/10 GAUGE APPROXIMATE 2'<2"s8'HARDWOOD STAKE TWISTED GALVANIZED STEEL WIRE EXCAVATION '--\\T / (3 STAKES PER TREE) LIMIT TIGHTEN AS SHOWN. GEOSYNTHETIC TREE WRAP TO EXTEND TO MODULAR CONCRETE 6'ABOVE FIRST BRANCH FACING UNITS //�REINFORCEMENT TREE SHALL BE SET PLUMB. TRUNK FLARE SHALL BE SET 2' f AFTER SETTLEMENT ABOVE THE ESTABLISHED FINISHED GRADE. FREE DRAINING l—TRUNK FLARE SHALL BE SET JF MATERIAL / 2'ABOVE THE ESTABLISHED _ FINISHED GRADE.SIT ROOTBALL DIRECTLY UNDISTURBEDBED SOIL 3"PINE BARK MULCH ON WEED FABRIC.DO NOT 3'PINE BARK MULCH PUCE MULCH WITHIN Y OF TRUNK. ON WEED FABRIC. UNDERDRAIN / DO NOT PLACE MULCH �. (SLOPE TO DRAIN) WITHIN 3'OF TRUNK, SLOPE TO FORM 3'HIGH SAUCER. Y SLOPE TO FORM 3'HIGH SAUCER. 2'Xr HARDWOOD STAKE OR DEADMAN LEVELING PAD STAKES PER TREE) nGHTEN AS SHOWN. COMPACTED PUNT BACKFlLL MIXTURE `�� PUNT BACKFlLL MIXTURE. SUBGRADE Z \ UNTIE AND CUT AWAY BURLAP ' \ UNTIE AND CUT AWAY BURLAP \� / FROM 1/3 OF ROOT BALL(MIN); \,\/\ FROM 1/3 OF ROOT BALL(MIN); \� ���\ IF SYNTHETIC WRAP IS USED. NOTE: < ti\\�` IF SYNTHETIC WRAP IS USED. 1 \ // REMOVE COMPLETELY. DETAIL PROVIDED FOR GENERAL INFORMATION ONLY. a v REMOVE COMPLETELY. \ / STAMPED FINAL DESIGN OF MODULAR WALL SYSTEM 18" // \ / i./ /i —SIT ROOTBALL DIRECTLY ON TO BE PROVIDED BY WALL MANUFACTURER BASED 3UBG ADE V UNDISTURBED SOIL ON GEOTECHNICAL ENGINEERS RECOMMENDATIONS. H1uF -EXISTING OR COMPACTED TH WITH nS O ED VDIES I]IANFIFR. u!CtE_i'pEE 77MES RrIOTBA NAME rc WITH SLOPED SIDES WITH SLOPED SIDES Modular Retaining Wall 3/99 Tree Planting(For Trees Under 4"Caliper) 3/99 Evergreen Tree Planting _ 3/99 N.T.S. LD-750 N.T.S. REV LID-602s N.T.S. LD_604s No. R— Da D<si9�<n or D.a.�sr aa�R<a ey CAD checketl by p�avetl by EXCAVATE SHRUB BED TO Scd< NOW Date 7/17/01 REWIRED DEPTH AND BACKFlLL P­1 T.I. WITH SPECIFIED SOIL PLANT 1 INCH ABOVE Cotuit Landing SOIL MIX SHALL BE CONTINUOUS SURROUNDING GRADE WITHIN EACH SHRUB BED. --3'PINE BARK MULCH ON WEED FABRIC Redevelopment DO NOT COVER STEMS OR TRUNK UNTIE AND ROLL BACK BURLAP and Expansion S FROM 1/3 OF ROOT BALL(MIN): y IF SYNTHETIC WRAP IS USED, B' Stable,Massachusetts REMOVE COMPLETELY- -SLOPE SLOPE TO FORM SAUCER. PUNT BACKFlLL MIXTURE. Building Permit I / SIT ROOTBALL DIRECTLY Not for Construction ON UNDISTURBED SOIL / EXISTING OR COMPACTED SUBGRADE HOLE-THREE TIMES ROOTBALL DIAMETER. Details W17H SLOPED SIDE NOTE: LOOSEN ROOTS AT THE OUTER EDGE OF ROOTBALL OF CONTAINER-GROWN SHRUBS. ory a vmcer W OF C-14 Shrub Bed Planting NA -- s9 a 7 sN«e N.T.S. --- --- �o_ao.< ear 14 16 '�ei[wE0 WP F88j0RAL ErOb' P. 't N—be. 05162 1Permits\Loc4-Approvals\5162deLdwg vim Vanasse Hangen Brusthn,Inc. Transportation as a � asass am Land Development _SR SR 189 irtiRB �m88$ -2ge i 9 RAS i 88$ im'"R i+,�,Rr Ng R Environmental Services Ntl wY $Y>$ mn xm u:n mesa oL42N x�9 xB nmS ��e x�3$ gym$ 101WaluutSueet,P.O.Box 9151 -r -� Z— .?- ---r-----� - -_. -. -� -----T`-_�_- - -- - --�-- -� - -- -�-- -T- ----r— -� - ---r --- �_� Watertown.Massachusetts 0241 I � 617 9241770•FAX 617 924 2286 -- -.. _.!._--_._ I -- - - -._. Tz� V—r _ ---�72 - - \� --- - _ l __ -. _ _ — RETAIL B i I � � SUPC 84 64 •___ __-_.._... _ _ - - --.. -_ -. _- _ -. _-_ _- --- ._-� _-.-_-_- 60 _- _ __ __ _ ___ .__ _ ___ -__ 8"PVC TrP. 60 GRV SE TRAP INLET 56 56 52 ._.__ --_- _._- ____- ___- _- -._.__.____ 52 DATUM AWV 50.00 8 8 8 1. 8 8 1. 10 8 8 o h 8 8 8 1 C 11+00 10+50 10+D0 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 HORIZONTAL 40 0 40 8G 4 0 4 8 VER11CAL SCALE IN FEET 8 i ad 8 3 _SR ;e Rxu f 1 I 72 72 — I I GRADE` RETAIL C _ .. ' { EXISTNG GR I I 17:7 68, 68 -- -- 64 -7 14 ReriYon Dale pW. l 5•D D-,m by D.ew�ey GecLee ey — 2 W o cnD ena-ev -d by 60 _ ._._--- -- - -- -- __...__..._ -...- -6'w- - - -- - 6D sm° Aa Noted Dete 7/17/Ol 'PVC j-TNe -77 ----- — — - -- ----- - ---- w� — — — — — -- CotWt Landing _ •tvL 6 O12 LIL 8"P ° Redevelopment -__- ------.. - 56 g pVC and Expansion Barnstable,Massachusetts Building Permit DATUM ELEV 50.00 a 3 S 8 8 8 8 0 mm Not for ConstracNon ip �O N N b N tb bo Growing title 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 5+00 5+50 5+00 4+50 a100 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 Sewer Profiles Dr��w�ng uumEer m D C-15 so 6T VLF 1N A 4894 <'15 16 11­wE SyONAL Etlb� or jeer Rumeer 05162 cad11d1Pt tsU.o AL.Approvale\5162-gd-sp.dwg MASSACHUSETTS STATE BUILDING CODE C❑MPLIANCE FIXTURE SCHEDULE 1. BUILDING & SITE STATISTICS, ALL POLES AND LUMINAIRES TO BE BLACK A. BUILDINGS, TYPE 'A' SITE LIGHTING MOUNTING HEIGHT, SEE DETAIL 1'-9' TM BUILDING AREA CANOPY AREA BULIDING PERIMETER McGRAW-EDISON # GMB 25129 AS-FG MEDIUM GALLERIA SPIDER MOUNT 250 WATT METAL HALIDE LUMINAIRE WITH NEMA 5 SQUARE DISTRIBUTION. Vanasse Hungen Brustfijt,Inc. STOP & SHOP 65,048 SO FT 2,667 SO FT 1,084 LINEAR FT LAMP, MVR 250 / C / U COATED METAL HALIDE RETAIL A 28,015 SO FT 2,500 SO FT 963 LINEAR FT RETAIL B 8,160 SO FT 1,000 SO FT 498 LINEAR FT TYPE 'B' SITE LIGHTING Transportation RETAIL C 2,630 SO FT 300 SO FT 262 LINEAR FT MOUNTING HEIGHT, SEE DETAIL Land Development PROPOSED RETAIL 2,500 SO FT 750 SO FT 216 LINEAR FT McGRAW-EDISON # GMB 25129 FT-FG MEDIUM GALLERIA SPIDER MOUNT Environmental services PROPOSED RETAIL 2,500 SO FT 750 SO FT 205 LINEAR FT 250 WATT METAL HALIDE LUMINAIRE WITH NEMA 4 FORWARD THROW DISTRIBUTION. TOTALS, 108,853 SO FT 7,967 SO FT 3,228 LINEAR FT LAMP, MVR 250 / C / U COATED METAL HALIDE 15'-0' Watertown,IO1WWn,Malmat reetP.O.Box9151 Ivlassacltvseas 02471 POLES FOR TYPES 'A' & 'B' LUMINAIRES ANCHOR BOLTS FURNISHED BY 6179241770•FAX 6179242296 B. LOT COVERAGE, THE ELECTRICAL C❑NTR. & M5-0' STRAIGEDISONHT #ROUNRSS4D ' STEELFlXXG INSTALLED BY GENERAL CONTR, LOT AREA, 1,553,818 SO FT 15'-0' STRAIGHT ROUND 4' STEEL POLE WITH FULL ANCHOR BLDG & PAVING, 517,163 SO FT BOLT COVER. POLE TO HAVE 2 3/8 ' TENON TO MATCH PAVED AREA, 408,310 SO FT TYPES 'A' & 'B' LUMINAIRES. 1' CHAMFER AROUND BASE NOTES' TYPE 'U' CANOPY LIGHT SIZE AND FOOTING FOR IBM 2. EXTERIOR LIGHTING POWER ALLOWANCE, ELPA MOUNHALOTI#GMH5335TT 750 -011321 P V SIDEWALK RECESSED SQUARE 175 WATT METAL 3'-0' BITUMINOUS PAVING BASES T❑ BE VERIFIED BASED ON TABLE 1313,2.1.4 HALIDE FIXTURE WITH ASYMMETRIC DROP LENS. FINISHED GRADE BY GE❑.TECH,ENG. NOTE, THE TOTAL ILLUMINATION ALLOWANCE FOR A BUILDING LAMP, MVR 175 / C / U COATED METAL HALIDE IS 10 WATTS PER LINEAR FOOT OF BUILDING PERIMETER. TYPE 'V' WALLPACK 2'-0' (MIN)MOUNTING HEIGHT, 18'-0' ABOVE FINISH FLOOR 8-#6 BARS ELPA = (3,228 LINEAR FT) X 10 = 32,280 WATTS. McGRAW-EDISON # WL 1 17 2 2 4 BZ WALLPACK FIXTURE WITH CONCEALED T❑P OF LAMP AND ADJUSTABLE REFLECTOR. SET REFLECTOR FOR 70 DEGREE CUTOFF, 6._0, C❑NDUITS LAMP, MVR 175 / C / U COATED METAL HALIDE — 3' MIN, 3, ROAD & GROUNDS LIGHTING POWER ALLOWANCE: RLPA BELOW GROUND CONDUITS BY ELECTRICAL BASED ON TABLE 1313.2.1.5 NOTES, 1. ALL LAMPS TO BE PHILLIPS. CONTR. Engineering Advantage, Inc. NOTE, THE TOTAL ILLUMINATION ALLOWANCE FOR A PUBLIC PARKING 2, EXACT LOCATIONS OF TYPE 'V' FIXTURES SHALL BE COORDINATED 2 Park Street LOT IS .18 WATTS PER SQUARE FOOT OF THE PARKING LOT. WITH ARCHITECTURAL ELEMENTS ON THE BUILDING. E4 Boston, as achusetts 02122 3, ALL TYPES 'A' & 'B' FIXTURES TO HAVE 'FG' FLAT GLASS LENS OPTION #3 TIES @ 12' ❑,C, Phone: 617 288-3969 RLPA = (408,310 SQUARE FT) X .18 = 73,496 WATTS. 4. TOTEROVIDEFIUTOFF @T90B DEGREES E➢ FFROM OR 2VERTICAL. 77 VOLT OPERATION. 2 -0� TOP T❑ BOTTOM <TYP,) Fax: �617 825-8922 5. ALL CONDUITS SHALL BE 1' PVC WITH 1#10 GREEN GROUND 4. EXTERIOR LIGHTING POWER INSTALLED ON S&S, 5,670 WATTS UNLESS NOTED. AVAILABLE FOR RETAILS A,B,C & PROP RETAILS, 26,610 WATTS LIGHTING POLE BASE DETAIL F O R TYPE A B 5. ROAD & GROUNDS LIGHTING INSTALLED, 26,970 WATTS & NOT TO SCALE H ZENON WASTEWATER TREATMENT FACILITY B v LD V O LD LD V V V B B� V PROPOSED STOP & SHOP ' 1 �� �� Se � �Nreava oN sN,aava oN V SUPERMARKET MAIN BUILDING 61.122 SF EN ENCLOSED RECEIVING = 2,696 SF V TOTAL BUILDING = 63,818 SF ��p CHEST ON DOCK = 1,230 SF C CEr r`'" TOTAL GROUND COVERED = 65,048 SF ��. A 4k FRONT MEZZANINE(OFFICE) = 1,650 SF REAR MEZZANINE(STORAGE)= 4.854 SF — No pppK,Nc \ A TOTAL MEZZANINE =6,504 SF v,ae LnNE NO PpRHING Rf� \ �\ 'B qNF �� IIII ! IIIIIIIII � IIIIII�IIIIIIIIII � -__ A� �� .� "�P p IIIIIII ■ ■ ■ Iilllllllll � "° � A-- ■ ii�����i�i// \ B INDUY ■ _ ROAD VAk Ak A LD LD EN� Ai in �J V W W JN . EX µ $ 1 N° R�s,� Dote - a. I. Designee Dy Dro+7A,� Checked by V V ¢I11I I I I d b - W CAO ....a 6Ya by scae 1n o°te 7/17/01 ■ ■ ■ ■ ■ q ■ vropct rue III 11111111157- JiD Ci= =L — Cotuit Landing — Redevelopment ■ 11111111 IIIIIII and Expansion A Ililllll IIII RETAIL B a`° P B B \ — 77U A 111111 Barnstable,Massachusetts s a s e ■ B B I --- zsoo sF B -- ■ — Building Permit BICYCLE SHELTER r Nott for Construction _ A ; f) �► RETAIL C B IB - a Site Electrical Plan -- — ROUTE 28(FALMOM ROAD)Y----- s SE-1 40 0 40 80 =' _ — 16 16 SCALE IN FEET P.e;e.<I Ne - 05162 X..10516A..W mitslLaca114pprovalsLvite-electw&dwg l-- \ ` NOTES: • APO \ APROXIMATE LIMIT OF WORK TO BE 1. THE SCOPE OF WORK TO BE PERFORMEV UNDER A \WeLCHFq�/MAC PERFORMED UNDER A SEPARATE SEPARATE WASTEWATER TREATMENT FACILITY CONTRACT VanasseHangenBrustlin,Inc. \ AQUIFE Rp p�Q�r1o, OF F WASTEWATER TREATMENT FACILITY ;+ INCLUDES ALL WORK WITHIN THE APPROXIMATE LIMIT 'i Transportation r£enp DA,of \ CONTRACT EXCEPT: �� Land Development \ N 0/-R,I r \ \ \ / Bnvfinamental Services Im LANDSCAPING - BIKE PATH 101 Walnut Street,P.O.Box 9151 INGROUND - PARKING FIELD CURBING Watertown,MassachusettsOZ471 \� 66 \ TREATMENT TANK - UTILITY SERVICES (2" WATER, 4" SEWER, AND GAS 6179241770•FAX 6179242286 2 - 2'" PVC TO WITHIN 10' OF BUIt,eJING) 6� \ 4'x4' ACCESS HAT \ \FORCE MAINS ZENON WASTEWATER '1 2. THE WASTEWATER THE TMENT FACILITY CONTRACTOR AND TREATMENT FACILITY THE SITE CONTRACTOR/SHALL COORDINATE THEIR WORK `� 6� \' TO ACHIEVE AN OVERALL EARTHWORK BALANCE FOR THE ` " . 63 22,000 GAL.�EQUALIZATION ` k \ SITE AND COMPLETE ALL WORK IN CONSIDERATION OFs;; s, TANK & PUM ST/IIION rli, 6g \ / �"S \ THE OVERALL PROJECT 6 j 1 `` 66 Tw 6� x GENERATOR AND ENCLOSURE - 4" VENT TO ROOF 6475 \ \ SMH-9 \ R=65.8 I=56.40(SMH- ) PRESSURE DOSING I=56.30(OUT) FF \°� T PUMP CHAMBER S H-14 4 qTy 6ikF F-- 6 Rq :.:; E,6 s t I=53.60(SMH-13) x I=53.50(OUT) / 64.2 OL �6 S j` 69 64.3 �0 I 66 :w07Tti �• 11,000 GALLON y 64 65 SETTLING TANK ` t.. " Q 64. r 63.8 BC 63.9 64.5 � 3" X 3" ACCESSVALVE MANHOLE V %` \ y ! N COVER V % C 8 S 6, \ \ WG\ � \ 12"W � - 2"" PVC , RS 64.1 _.-. FORCE MAINS I=54.30(SMH-94) �F\� - •. TOELD ACH f HORIZONTAL 110 0 10 20 44 0 4 8 VERTICAL — -- --� -------SCALE-IN EET---- - - 7 75 75 T PROPOSED —ZENON TREATMENT PLANT STRUCTURE I i 70 ( FINISHED GRADE ( 70 4 4 x 4 --� 4" VENT -�— ---4 x 4', --- - :"N NST� i ( I ACCESS HATCH ! ACCESS HATCH' 1 cea ! ! 1 RIM=64.1± ! 4" VENT RIM=65.1t; i ' ¢cv rrs ( ( ACCESS HATCH ' -I- -- - ------. TO €iEv es.� 1• RIM 64.5t 4 T 4 ROOF � _ I � RIM 63.8 I TO ROOF aso ss €s — ---- 65 —i ElEV 6225I WqR — 2 .. No. R•vie;an Dole CM, 2" PVC FM — i PVC � � I Z w I o..�y.ea br o.a+„by macaw by 6 5 8- ¢ Z Y w .. H .. Z m a. = I DAD oN•dw by MR•ewa br FM ¢ ¢ ¢ > 4" PVC 2—LINES TO LEACHING IRELD —► I 60 - -- o t ¢ S ---�- - -- } _OOZ _.. I=60 0 b"PVC FM - --� -� 60 s a. 1"=10 oar. 7/17N1 _.— — I -GALLkSA o p z ! _ " I a P.a ,.,.B Z ! SETTLING TANK g w a 2 0 z Ld � o � � w w ! ' I I H_w. I 2-2" PVC ¢ ¢ U Q - ON �-� 22,OOq GALLON r xo a PRESSURE DOSE VALVE Cotuit Landing o EQUALIZATION TANK w - ¢!. G z ` PUMP CHAMBER MANHOLEI Redevelopment I BOTTOM = 55.75 o ¢ w g & PUMP STATION J ero-sco o 1 1 55 >- ------- ----- ----- L - _--� PUMP CH MK R) ----.—. 55 and Expansion 0W 8' INLETS I=52.90 p Z �' -! 4 SUMP = 52.80 Barnstable,Massachusetts 8- INLETS I=52.10 oBarnstable, n j b N e�Evsao i { i BOTTOM SUMP = 51.00 j N c, Building Permit .o GRAVE' BEDDING TYP.rr (VI 4 7 I �. _____-__ -lr-----_ _.—._-_ aa� _..-... -____ _ I _ - _—.-- _____...__-.._. _._.-___-_.._ -- --! 50 XJ 50 -- -, _- z - j z > z ¢rv._m_ar r,ew_s,5 r` sis3 I i I Not for Construction z i� i o i accrwR`anA-4(T-) T ml �� INGROUNO TREATMENT TANK Sewage Sewa e 45 z 45 Treatment ntSyst emSUMP 44.00 z i Plan and Profile LIFT STATION 1 40=- ----0+00 0+I11125-- 0+50 _ -0+75 1+00 --1+25 -—— ------ 1 50------- 1 ---- 1+75 -.—- --- 2+00-- ----- 2+25- --`--- --2++ i Gt� 50 D.owing N tuber PROfiLE G16 SCALE: 1" = 10'-0" HORIZ. sr z 16 a 16 pl EtlA mbr. 05+162 cadU"lemv UAcal_App-ds15162-gdu-sp.dwg 1 r RIGS a18L.a EXT.SALE ONLY - -. ... 11 VTGYPWN411150 dl DOOR SCHEDULE --� r FIRR1r CHAWEl9 AT 2-a O.C. 1 I K I EXBrG To REMAIN OR HARDWARE , ,J SEAL uu 7GNT to SEAL aaL rGNT To K DOOR LOCATION DOOR SIZE MATERIALS W W a CMW-0.AS FCATXXI D-] W J J Ll (TYPICAL) YM ABOVE IIWER9 J a�ABOVE OHM ? WIDTH x DOOR x N IL > W 11 r SONS ATTEN aLA)RETa HEIGHT x FRAME _ _ ° ° ~ a H H o m O v 1 - r sTEB.sTuos r-r of 31m sTEEL snos rr oc D THICKNESS < 0 < L O IL O LL ai 2 i o = REMARKS ai 1 S/B'GYPDW aALLSOARO I//4TP91M aALLS0AR0 Q rtlgll FLOOR FWSI FLOOR �r•581=°°R AP1 UTILITY TO EXTERIOR 3'-O'w l'-O•w 1 3/1' H.n./P.M. 5 3/f 2 B J7 HI At FUTURE SALES AREA TO EXTERIOR PR.3'-O'x T-O' ALUM./GL. 11/T I A I r---- AI-2 STORAGE AREA TO EXTERIOR V-cr x T-O'x 1 3/1' N.M./P.M. 5 3/f 2 B J2 HI �� 3 / ♦�----- -'---I AI-3 STORAGE AREA TO EXTERIOR F-O'x W-0' STL./STL. P 1 D A 5 • • p �� 3 1____ I AI-1 SALES AREA i0 STORAGE AREA 3'-O'x l'-O•x 13/1' H.M./P.M. 5 3/f ] C J3 J3 (y _ i AI-5 MEWS ROOM TO STORAGE V-O'x l'-0•x 1 3/1' S.C.WD./P.M. 5 3/ 3 C J3 J3 1 Vj ` REMOVE EXI T'G DOCK v 5 TYPE I TYPE 2 TYPE 3 3 AI-6 aDI EX'9 ROO TO STORAGE 3'-O'x l'-O x 13/1' S.C.WD./P.M. 5 3/f 3 C J3 J3 1 1 I I HR RATED WALL NON-RATED WALL II 1 _----- ----- AZ-I FUTURE SALES AREA TO EXTEROR PR.3'-0'w T-O' ALUM./GL. 11/X I A 1 v i ------------------------ ------ L__'______________________ __________ ------ AO-2 STORAGE AREA TO EXTERIOR 3'-O'x l'-O'x I3/1' H.M./P.M. I"Lr 2 B J2 HI �� 3 _______ __ A2-3 MEN'S ROOM TO STORAGE S'-O'w l'-O'x 1 3/1' S-C.WO./P.M. S 3/f 3 C J3 J3 1 PRO TWO(2> DOC 1 A2-4 GONEWS ROOM TO STORAGE 3'-O'w l'-O'x 1 9/1' S.L.WD./P.M. 5 3ir 3 C 43 .3 1 e'-O' ONG RUBBER I 1 TYP. BUMPERS- I, TYP. R@MOVE A PORTION OF THE EXIST'G 1 1 1 BUILDING AS SHOWN r Dl cone LOADING ---_'_ wLIE STL PLATFORM ____J b DOOR HARDWARE SCHEDULE GLASS TEMPERED BOLL RD - y. DOOR VIEWER AT 5'-O'AfF W (AS SCHEDULED) I 33•_p q s'-C IV-O' 12'-0' M DOOR PUSH/PULL IS'-O' 10'-1• I I <O STYLE C09,CP1 �,_®. .A- 5•_L• T-0. 3'-r 1.-0• 1 I 3= HARDWARE TYPE HDWR. MFR. MODEL NO. t REMARKS HOLLOW nrl.000R C dA CONC F.V.W/GRADES 3_.q• •-O'3'-�' O N GA. MTL 1 FILLED STL M.O. A Ot I- (INSULATED 1 BOLLARD M.O. M.O. 1 1 ____-J________________ __ _____ =(IL MEDIUM STILE AT E%TJ I DOOR O RAMP DOWN i.b I 1 11/2 PAIR BUTTS HAGER NO.BBa91 Ida SLOPE Q I DOOR PULL KAWNEER NO.C09 PUSH DEVICE KAWNEER NO.CP-11 FUTURE•KAWNEER'350 NED.STILE FLUSH HOLLOW METAL DOOR f ---- CYLINDER ADAMS-RITE NO M5 IS50A W/THUMBTURN SIZE A LED OCLOSER LCN 11 ALUMSIZE AS SC14EDULEDOOR_ N 1'q A'BRA95 - 1 3 WEATHERSTRIP REESE NO.also DOOR SWEEPS REESE NO.9410 O ® © MEN'S �� ___________lA _ __ -- AF03 --- ____________________________________ I I 1 2 11/2 PAIR BUTTS STANLEY NO.F5511 lwx D x•I5D x K x S3 x tZL DOOR TYPES q I IM•x US25D I CL SER BEN NO 93K V{^ 1 CLOSER LCN NO.1N0 3 SILENCERS GLYNN JOHNSON NO.5 SCALE:1/P4-O' 11 O THRESHOLD REESE NO.001D WOMEN'S C.�F I 1 I 19E7 WEATHERSTRIPPING REESE NO.SOLD 1 NO.IIZD -' AH02 I 1 1 3 I In PAIR BUTTS STANLEY NO.FBBIl9 1 1/T•1 1/2'x U524D EXTERIOR INTERIOR I I Ir H GA.GALV. IL GA.GALV. i I ALARM DEVICE LCN NO.4110 C9 1 I I THRESH LCN NO.1110 1 THRESHOLD REESE NO,9204A I• I 1 I DOOR SWEEP REESE NO.9410 WO EN'8 © 2 STORAGE 4r x 4 WEATHERSTRIP REESE NO.also ALUMINUM PRESSED PRESSED y\ STOREFRONT METAL METAL 1 1 I VIEWER 9TANLEY NO.CD113e FRAMING FRAME FRAME A AI-01 I 1 2' 2• CO 1 I/2 PAIR BUTTS BTANLET NO.FBBI19 1 1/T 1 1/T w 5,A 2• I 1 I PRIVACY SET BEST NO.93K O L x 15D x K x 99 x QL I KICKPLATE BEET e'w 31'W926D -f• 1 I �1KI� 2 C f, 5 Z PADLOCKS 9TANLEY NO.21BT2LM x BRASS w CONSTRUCTION CORE t� } NOTES-COORDINATE KEYING W/OWNER G• II I — © j DOOR FRAME TYPES Q I 1 SCALE:1/1'-1'-O' 11 I � ) ldII I 1 II 1 DEMOL15H EX15T'G LIQUOR STORE I 1 BUILDING IN IT'S ENTIRETY, I I A /w7� I I q 11 I AA-I b 1 i o'cw 3 3 Z I IS/IL•-� rl K/IC 7�TL UNTEL 1 1 Nf•r a r LONff ABA fiats LTea GROUT CELL SOLID b VARIES SEE A.eA. ; I'-I I/Y STRUCTR.OWG9. 1 I <—FUtURE G.W.B.FINISH (2)BARS EA, n PRESSED METAL FRAME O L2'-1 VT i OVER MTL.FURRING. _ JAMB.TYP. ANCHORS-3 EA.JAMB 121'-O' FUTURE F.R.T.WOOD C.M.U.WALL ` I� 10 1 10-T 10'-1• 1 i NAILER A9 REQUIRED Ter�ooIP rer"Nntiuew'66 (3)ANCHORS CAULK BOTH SIDES L ' TYPICAL l^ SHIM A9 REQ'D. I 1 V __ TYP.EA.JAMB IIT�{[D �TPS}�,I�M�BayQQAGRD ON METAL 1- J GROUT SOLID }'. 0 Pj'LAEN g OR',�12E9t CAULK BOTH I: - �VM�RMS SIDES1117 IISEALANT TYP. SEALANT TYP. 2In, 5 3 Hp LLOW METAL2 1/T 5 P.M.JAMB SALES AREA SALlS AREA 3 SOLID GROUT A2-01 ® A- i SOLID AT MASONRY ,6gTaj " ` NOTE: NOTE. HI HEAD!D TAIL Jl HEAD DETAIL J2 P.M. EXTERIOR JAMB J3 P.M. JAMB 04EAD SIM) REMOVE ALL E%19T'G WALL PAT(IONS. REMOVE ALL EXIST'G WALL PATITIONS. FURRING CEILINGS FLOOR FMI9H S FURRING CEILINGS FLOOR'N19HE9 I SCALE:1 1/2' 1'-O' SCALE:1 In' Y-O' SCALE,11/T-r-O' DUCTWOkK ETC.IN THEIR IMSI. H TY. oucTWokK,ETC.M THEIR ENTIRETS•. IEXIST'G PLUMBING TO DE ADAN ONES (EXI9T'G PLUMBING TO DE ABA ND I I SCALE,1 V2'-1'-O' SHALL DE CUT t CAPPED IS SLAB) SHALL IS CUT 1 CAPPED BELOW 8LA6) EXIST'G ROOF DRAIN AND SPRI LER EXIST'G ROOF DRAM/AND SPRINKLER 1 PIPING 18 TO DRAIN rELOCATE PIPING 18 TO REMAIN.rELOCATE 1 SPRINKLER HEADS AS REQ'D) SPRINKLER HEADS AS REQ'D> I'HIGH CONC.WASH• 8 l II I TOP OF BOLLARD I S i 5 i c r w 1ATL LONG COAL. m AA-1 A.A-I _----" RI A ATL PIPE BOLLARD- xea ALUM.1 GLA99 ENTRANCE it—DELETE EXIST'G PAINT.TYP. 3 DOORS-MATCH EXIST'G 1 ENTIRETY IT 9 G G O I / U p 1 D CANOPY IN --------- _ _ _ _ _ _ I , NEW ALUM LASS ENTRANCE ___________-. _ __ ______ _L_)______________®J J� 1 _ _ b 41 �,3 1 -----aaasa r DOORS WITIV EXIST'G STOREFRONT O y lJ FRAMING-TYP. 3 J REMOVE EXISTING DOOR 3 / FAIN C 1 L 7 I 1 VE9TIBLE I L'METAL STUD/ I © ASPHALT PAVING I� n i 1 D . RAP PLUMBING CHA53E L WALL !11t:1_1, (: - W PIPE IN9ULAT ON 2' 3' I l'-L 1/2' LINE OF —DEELEITE IS'G SIDEWALK CURB FINISH TO FINISH NEW CANOPY I _ _ _ ''Z TO LIMN W/917E DRAWINGS 1 ______ _________ B_______ _ �////' -O CONC I oI i_ __________ ___ ___ __ __ ___ i 13'-O'x 3'-0'x 5' ' C ?DICEY RM. PL. D TOILET RM.S ELEV. C3 : ___ __ _ -J-- � FOOTING.TYP. --- --DELETE EXIST'G "--------------- \LAY SCALE:I/1'-1'-0' \LAY SCALE:I/1•-Y-O' LINE OF CANOPY IN IT'S I .I NEW SIDEWALK ENTIRETY EXTERIOR FINISH SCHEOW.EI(SEE SPECIFICATIONS) 19'-O' I K'-O' 1'-O' I ._O• 1'-O' 31'-2. WOOD SIDING AND TRIM: I vl ONE SHOP COAT Or*SHERINN WILLIAMS SOLID COLOR I I I TOILET ROOM NOTES A EXTERIOR STAIN•AND ONE FIELD APPLIED COAT x w (APPLIED AFTER INSTALLATION) FLOOR PLAN — RETAIL A SEE EXTERIOR ELEVATIONS FOR LOCATIONS I ' S I A)TOILET(ROOM REQUIREMENTS COMPLY WITH ANSI(AIIl.1-19aU, rrrr ( a 2 O 1/]'MOISTURE RESISTANT GYP.BOARD(PAINTED) Hy AA-I lO •PUSSY WILLOW-tSW2135' I' I A.D.A RFEQUIREMENT9.STATE AND LOCAL CODES Q A SCALE:I/S' I'-O' UNLESS REWIRED OTHERWISE. O VINYL BASE 9 .I{ Q •WHITE HERON-a9W7125• B)ACCE55WRY NUMBERS SHOWN ARE FOR'BOBRICK �I EXPOSED EXTERIOR C.M.U.: WASHROOM EQUIP.INC.- UNLESS NOTED OTHERWISE. O GRAB BARS:(O B-4204X12(REAR)AND(1) y VIP LAST-O-COAT ISOO'-COLOR TO MATCH I C) PROVIO)E ALL NECESSARY BLOCKING IN WALLS FOR B-12ofd2 ISIDE)IN EACH N.C.STALL. MOUNT �• O 7-9'A.F.F.OF TANK PREVENTS THIS PLACEMENT, H T \L. J u E BOLLARD DETAIL ACCESSSORIE9 A9 REQUIRED. REAR BAR MAY BE 3'ABOVE TANK].MOUNT BIDE BAR D' C D)CAULK MLL TOILET FIXTURES AND ACCES50RIES TO FRON INSIDE CORNER.REAR V FROM INSIDE CORNER. TSCALE:I/2'-I'-O' CERAMIC TILE PIN15H W/SEALANT.TYP. CONY.RIDGE VENT O 7 TOP OF RIDGE q TOILET.MOUNT DISPENSER:THAT FT.SPINDLE G r511T 0 / DOUBLE.MOUNT SUCH THAT SPINDLE G 19 AT ELEV. 91'-2' 3 ( 2'-O'A.F.F. I GU ASPHALT ROOF �O _ \\e NEW VOLSTOP MTL. 1 A_ ADOUR/SPOUTER TYP. A_ NEW PREFIN.MTL.GRAVEL SHINGLES. B-290-1a30 MIRROR W/9TAINLES9 STEEL GRAEL STOP TO CO?oP TO MATCH O MATCH COLORO� COLOR PREFIN.MTL.CAP PLASHING NEW SIGNAGE © COLOR O 5 FRAME.MOUNT BOTTOM AT 3'-2•A.F.F. TOP OF MASONRY ( TYP TOP OF MASONRY ELEW. aL-10' ELEV. Sh10' ALUM,GUTTER 1 O B-Hl:SURFACE MOUNTED STAINLESS STEEL SOAP dSPEN9ER.MOUNT DOTTOH AT 3'-2'A.F.F. NEW WOOD TRIM A1�D DOWNSPOUT-TYP. BANDING.COLOR 2 WOOD TRIM AND SANDING SIGNSIG SIGN HARDIPANEL FASCIA COLORO O TOWELR DISPENSER perSSRD AgWASTTETE CRECEPTACLE% -3911. OL TOP OF CANOPY - 'LIQUORS NEW -COLOR O yI:WOOD TRIM TIB ELEV. 9CAr-C Lf MOUNT PAPER TOWEL dSP@N9@R•1'-0'A.P.F. ISO NOT LOCATE IN RATED WALLS). <-NEW IN WOOD i NEW WOOD TRIM -- __ __ TRIM-COLOR O AND SAIFNG _ — IM2 WOOD WATERTABLE O ALLOWANCE. COLOR:2 - -- - EXISTING PLANTER BA5E.PAINTEOO s'O'DIAMETER WHEEL CHAIR CLEAR SPACE U NEW WOOD --- _ TO REMAIN-TYP. lu CLAPBOARD.TYP.Q —__ -- FT Fm- FLOOR NEW WOOD COLUMN TRIM 0 @YIPq'TING PLANTER __ SEE DETAILS O O MARBL WEIGHT. MAX I/P ABOVE ADJACENT 0 FIN.FLOOR ELEV. L9'-t' REVISIONS ELEV L9'-L' Nr WOOD TRIM1'INSULATING GLASS G NEW Iwo WOOD WATERTABLE EXISTING PLANTER 1 NEW GRADE XTERIOR MATCFI EX19TING.AMING TO TRIM-COLORO TO REMAIN 2 IW2 WOOD WATERTABLE PLYWOODM.DPAINT O NEW ALUM.STORERONT ENTRY TRIM.PAINTED O 1 2 FRONT ELEVATION — RETAIL 'A' RIGHT SIDE ELEVATION — RETAIL 'A' 6 A� SCALE:1/e•-Y-o' SCALE:1/8• Y_O• A DRAWN BY, MS/EC K CONT.RIDGE VENT CHECKED BY, O.AC. y J DATE DRAWN: 3/01/01 NEW WOOD 3 COL. COL. COL. CLAPBOARD ASPHALT ROOF REF. REP. RlF. DATE DSUED: 1/23I01 j COLOR:O BANDIING.00OLORA�D A-3 7r SHINGLES. U< PREFIN.MTL.GRAVEL PREFIN.MTL.CAP FLASHING O COLOR STO O MATCH COLOR O pHyyAEpRDX'AyNE�L���RIp SCALE: A9 NOTED 2 2 GR/.DE1/P Y1100D R a < O 1 w WOOD TRIM e 1 2' JOB NIIMDER: 9HIA TECT'9 SEA TOP OF MASONRY ALUM.GUTTER 1 PNNT ELEV. ef-10' - _ DOWNSPOUT-TTP. /�6/a' HAMFER STNIP -- 't�ED WEXIST'G CMU MO MR _--_ -- HARDIPANEL FASCIA / WOOQ TRIM-TYP. _ S�iRUCT ODBY RI COLUMN /♦PQ R I C PAINT,COLOR W/WOOD TRIM TIB, _ i Z NEW WOOD CLAPBOARD.PAINTED 2 I 1 .—BASE TRIM BELOW F O SEAL D WOOD COL SEALANT ALL 910ES-TY I SEALANT ALL SIDES-TYP. I.TR LL / N%DOD COLUMN TRIM REp. NEW Nd2 WOOD WATERTABLE / TYP.OVER 2w P.TRT'D WD OF TRIM-COLOR O BLOCKING m c + 4 WOOD COLUMN TRIM OVER NEW WOOD COLUMN TRIM N]P.TRT'D WOOD 2xl P.TRTTJ WO BLOCKING TYP. WEER 9 9[ gF SEE DETAILS O BASE TRIM-TYP. ' I WOO TRIM I/T COMPRESSIBLE FILLER-TYP. f FIN.FLOOR O ELEV. L9'-C TO 9REMAIN CANTER B. n A COLUMN DETAILS B COLUMN DETAILS REAR ELEVATION — RETAIL— 'A' S LEFT SIDE ELEVATION — RETAIL 'A' q_ SCALE:."a SCALE:1 1/2'-I'-0' SHEET NUMBER SCALE:I/6'-1'-O' rlwl A- SCALE:I/W-1'-0' 1 D _1 a / G/ 1/2'•�NCNO BOLTS 3'+R O.C. COUNTERSIN FLUSH PROVIDE C.K.eWS•DECK'G / SURE;SEAL SPLICINGSINGLE PLY RLSBER OVER 4-RICO INSULATION 2 P.TRT'D WOOD BLOCKING 9U SR NEL -- ---_ I MEMR NE PRE-FORMED METAL C j P WOOD TOP 1/4 +- -GRAVEL STOP/FASCIA - WHER EXPOSED TO WEATHER I (PRE-FINISHED) I/Y E%PANSI N JOINT pRLER MOULDING r--TYOD CLAPBOARDS OVER p WOOD CORNICE TYVEK BULDING WRAP ON W/DO P N.R'',MKER ROD I JONIT r MTLL,Z'FURRING PLYWOOD ON 1/7 T 4ED 5CORE0 JpINT pSTMEARWI9E-'�CIFIED ON U.RLOOR 2x1 WOOD TRIM LOCATIONOS PLAN FOR TYP. PLAN SEE SHY.RA-1 I —� Ixl WOOD TRIM OVER 77IQ2 WOOD TRIM I "\v E ( v STEEL DECK Id2 WOOD TRIM Id WOOD TRIM 1+'EXPOSED) IK WOOD TRIM X— d7 - - R- � ¢- xr i m �� %�X-_ DRIP EDGE. -X } X % X X X —%� - PROVIDE ----- -- TYPICAL WOOD CLAPBOARDS OVER Ix WOOD TRIM Ix WOOD TRIM TYVECK 6ppUILDING WRAP ON Co ST tlROD3 7-O' I�1100DTFURRiNG IATWOOD OO�ER TYP.CONIC.SIDEWALK LONG•T'-O O.G.-WRAP W/WJU.M. ONE ENO UI FELT A SIDEWALK CNTRL. JT. SIDEWALK EXPAN. JT. c GRAVEL STOP DTL. o�WINDOW HEAD _DETAIL a WINDOW JAMB DETAIL SCALE:1 1/2'•1'-0' ,-q SCALE,11/2'•U-O' \kA-2 SCALE:1 1/2'•1'-0' `./ SCALE:1 I/2'•P-O' 2 SCALE,1 1/Y-0'-O• -� •� { F SIM I I/+'O.D.PIPE - RAIL AND POSTS ACORN NUT /� 1'x I/8'STEEL BAR FRAME(PAINT) I COL FRAME TO PIPE GALV.M z 1/8"STEEL BAR$TRAP BOLTED I I REF. 1/4'♦BOLT. TO FRAME. , •s� RIDGE VENT-TYPICAL 7-O'O.C. I I W GAL". W4 EXPANDED I METAL MESH I I 1 I ROOFING FASPHALT ELT ON OVER 1 1 � 3/4 EXT,GIN.PLYWOOD-TYP. ) I TOP OF RIDGE DETAIL 1 � � SCALE,3••P_O• +„THK.LOADING DOCK SLAB 1 3 I OYPR COMPACTED FILL T . 1 1 I I 5-O"MAX I-O' / •E, HAUNCH SLAB •4 E PANDED METAL MESH `< WALLL ER FOUNPDATION 5CRI INNING•ALL RAIL SEE DETAIL I 1/4S O.D. 1 1/2' _ u STEEL PIPE RAIL-WELD ALL HOLD I'-O'THICK CONC. ALUM.DRIP EDGE JOINTS AND GRIND SMOOTH. FOUNDATION WALL cTYP. � d tt L OVER O WOOD TRIM.TYP.WITH I p �--WITH Ix WOOD TRIM BOTTOM SET RAIL SUPPORTS LL ^ 1 1.3 OVER 21dO WOOD TRIM IN POR-ROK a0 FIN GRADE C LONG PIPE SLEEVE O ♦�• w 1 W/3'w 3' 1/1'STEEL O T F'1 PLATE WELDE ELEV,VARIES D TO BOTTOM. 3. V 1 TOP OF CONC. (1 1/2-I.D.) M " I 1 I I I i I I I 1 I i 8_±180 C�MTL.T1'P.AFTERS WOOD CLAPBOARDS OVER TYVEK BUILDING WRAP ON - I I/7 PLYWOOD OVER C MTL. STUDS•r-+ o.c. ' ELEV. VIEW SECTIONAL VIEW RAIL • RAMP/STAIR/DOCK EDGE s SECTION • LOADING DOCK{�`l 1 1 1 „A—Z SCALE: 3/9"='-D" A.A-1 1 I I I O I I 1 STRIP OFF EXIST'G ROOFING AND IN5UL. I i AND PROVIDE NEW SINGLE AND RUBBER 1 ROOFING OVER 4-RIGID INSUL I L TYP. ANCHOR BOLTS AT j w O I WOOD CLAPBOARDS OVER �OL +•- O.C. TYVEK BUILDING WRAP ON STRIP OFF EXIST'G ROOF'G 1 PREFINI4HED METAL ANCHOR BOLTS AT I A +-O'OC I/Y PLYWOOD OVER C MTL. INSUL 1 PROVIDE 1 STUDS•Y-+'O.C. NEW SINGLE PLY RUBBER ROOF'G REF. GRAVEL STOP OVER AA-1 xl�PREFINI9HED ANODZED STRIP OFF EE ME ROOFING AND INSUL, 1 I ROOFING OVER O RIGID A SIM 2X P.T.WOOD DIKG. rT, COLOR,AGED IVORY SINGLE PLY ROOFING w INSULATION SYSTEM OVER 1*RIGID ALUMINUM GRAVEL STOP AND PROVIDE NEW SINGLE PLT RUBBER AJ3-1 ANCHOR BOLTS AT ANCHOR BOLTS AT INSULATION ON 1 /T' OVER ' P.T.WOOD BLOCKING ROOFING OVER+•RIGID INSUL 1. \ TYP. 4'-0.O.C. METAL EC KIN t 1'-O'STAGGERED 1 REFINISHED ANODIZED TOP OF ROOF TO VARIES OF OF AWMINLM P.T. STOP +W'-O'A.F.F.t/-F.V. OVER 7d2 P.T.WOOD BLOCKING COURSE FILL W/GROUT ;f +•CUT CMu +_77 IT'-+"A.F F. O'C.MJ).BOND BEAM, A.F.F. P AINT OVER Id2 OVER Ix+WOOD TRIM SEE STRUCT.DWG$ ♦ ♦� .. xT \ wi OVER IW2 OVER Ix4 WO O TRIM P I I •vlenur.enOF PPA.M!PC_. z r nmT I i l 1 1 TO REMAIN- 1 - 1 i I V I i I t_�t_L J=S1 S=CJ-L ti I tl5'-4'A.F.F. -------- ffi Kr 1 I I I I I \ WOOD CLAPBOARDS OVER I I - --- TYVEK BUILDING WRAP ON 1/Y PLYOD OVER F MTL. \FURRING•UK) -O'O.C. I I EXSSTNG COLUMN AND BEAM ArM 1 BEYOND-SEE STRUCT OWG'S Ix+OVE 2d0 WD TRIM 1�1\\ • 7' \ SINGLE}��Y RUBBER ROOFING OVER y Z I I PAINT l�REMOVE EXIETY 4TRUCTURE 3/+ EXT:((,.R PLYWOOD ON 216 P.TR T'D RAFTERS X_J ' IN IT'S ENTIRETY I / O.&-TYP,(PITCH RAFTERS AT ✓ r ,` V TNRU BOLT NEW IEDGERES I/iw PER FOOIi), I Id TREL IS TRIM BEYOND TO MASONRY AT -0'O.C.- TTP. \ \ TRIPLE P.TRT'D 7wK) P VIDE 1+' O'MTL.ACCESS PAINT \ \ BEAM P I 'MILCOR''BTTLLE'M'. i NEW BUSP.ACOUST.CEILING STRIP OFF EXI T'G GWB 1 MTL.FLA9HINp-TYP. \ S RRPNG FAND PROVE NEW TILE-TYP. FU,, AND OVIDE NNEW--. ✓ NEW OWNS ALUM GUTTER 1/Y RIB OVER L MIL POLY i 1/7'GUIB OVER{MIL POULY \ \ 1 W/DOWNSPOUT-TYP. ygp�R BARRIER ON I'MTL _ b Y VAPOR DARRI ON P MITL 'Z'FURRING AT 2'-O.O.C. I 'Z'FURRING At 7-O'O.G. \ \ -- T�YVEKCWLOBINNIRWRAP VON \ \ ++ Iw1 OVER K WD TRIM WARDIP NEL FASCIA OVER 1/2'PLYWOOD OVER I' \ \ PAINT 1 - 1/2.EX.GR.PLYWOOD ON 'Z'PURRING•7-O'O.C. ____________________-__ _ _ I++I 21A P.T T'D FRAMING AT ------------------- _____ ________ ________ _____-_-___________ FV h JJp�� 1 1 Q it \ HARDIPAN L FASCIA OVER 1 1 1 Ix+OVER 2zB WD TRIM 6 I/1'EXT. R.PLYWOOD ON - 1 PAINT \ 3$/e'MT STUD OVER AT VINYL SOFFIT PANELS OVER I I VINYL SOFFIT PANELS OVER 1 1 1'-+'O.C. 3/O MTL.FURRING CHAINNELS 3/4.MTL.FURRING CHANNELS AT 7-0-O.C.ON C MT-L.STUDS AT 7-O'O.C.ON C MTL.STUDS AT 1'-N'O.C. T_1111K_/�, M WD TRM NEW NG i ACOUSTIC L PROVIDE VENTILATING(PANELS AT Q NEW SU P.ACOUSTICAL / PROVVENTILATING PANELS \ PAINT CEILING TILE / C-O.O,C.MIN. Y"1 CEILING TILE {'-O'F.C.O MIN E"I I \\ f3)Td0 P.TRT'D WD.BEAM// TYPICAIx12 WOOD TRIM-TYP, IxD WOOD TRIM-TYP. 0 HAROIPANEL SOFFIT OVER Iz WD FURRING I AA-1 �•A-7 I AT I'-4.O.C. I 1.W?FURRI SOFFIT OWER A WD FURRING i3 AT 1'-+'O.C. STRUCT H EXISTING CANOPY I 0 I I I I I I PROVIDE NEW /+'z I'ALUM TUBE FALSE I PROVIDE NEW 1/4"x 1- ALUM TUBE FALSE IT'PLAUN FACE C.M.U.W/ M dVIDED LIGHT STOCK OVER EXIST DIVIDED LGGHT STOCK OVER EXIST 'KORFIL'INSULATION W GLAD$-TYP.MATCH E%IST'G FRAME COLOR I I I GLA39-TYP.MATCH'EXIST'G FRAME COLOR I I III H I I _ f O I- 1.FINISH O WOOD P05T W/ I It 1.FINISH T R WOOD POST W/ I I ( I0 Iw FINISH TRIM SEE DETAIL Y DUR-O-WAL MASONRY ( Q Iw FINISH TRIM 9@@ DETAIL B I I D g 4OR12.WALL REMF.EVERY E y OTHER C.M.U.COURSE FULL HT.SEE STRUCT.DWG'$. ',., REVISIONS I I I I I I SEE STRUCT.DWG'S. 1/2'G.W.B.OVER MTL.'Z' I MTL.SILL FLASHING OWER Tz P.TRT'D FOR VEST.REINF.FILL FURRING CHANNELS AT 3 MTL.SILL FLASHING OVER 2x P.TRT'D CORES SOLID W/GROUT 7-O'O.C.TTP.W/I• WOOD SILL W/HI1. P.OVER WOOD APRON I I WOOD SILL W/Ix4 P.TR!T'D WOOD APRON AND REMOVE CELL INSUL. RIGID INSULATION N •REINFORCING TRT,D < LINE OF EXISTING CANOPY SECTION1 I I II 5 m STRIP F E 1$T'G GWB(1--i WALL F XI REMOVED STRIP OFF EXI9T'G B 1 CUT BACK EXI9T'G SLAB HK { FURRING AND PROVIDE(NEW BE I I 1 FAR GWB OVERiOMILD PO rl REO'D.PROVIDE NEW N'THK ? I/7'GW OV {MIL POLY I/4'MDO EXTERIOR GRADE PLYWOOD I VAPOR BARRIER ON MT 1/4,MDO EXTERIOR GRRADE PLYWOOD CONC,SLAB W//aIG✓{WWM < VAPOR ARR ER ON 1'MTL OVER I/2'EXT GR PLYWOOD-PAINT I I Z.FURRING AT T-O'O.C. OVER I/Y EXT GR PLYWOOD-PAINT NEW IxD P.TRT'D WOOD TYP FUR NO 7'-O•oIIC. I I I WATERTABLE-PAINT u W/SLOPING 2x CAP TRIM THRU-WALL FLASHING DRAWN BY. EC W/WEEP HOLES m •7'-S'O.C. I CHECKED BY, DAC. L � IWS P.TRT'D WOOD BASE TRIM I /�IM P.TRT'D WOOD BA$)E TRIM �T I•RIGID INSUL TION PAINT I'RIGID INSULATION / PAINT DEX EMOLISH AND REMOVE DATE DRAmro S/W/OI D fR-51 'I ALLOW SPACE BELOW TRIM TO I (R-5I q/ ALLOW SPACE BELOW TRIM TO SIDEWALK ONCRETE v MAINTAIN EXIST'G MASONRY WEEPS I ( MAINTAIN EXI9T'G MASN)NRY WEEPS IL ELlV. ____ _____--------------- EL. 900RN1L �9F{OOR _.- - < _ a .. i�. ° .0 s.__ .y EX19 G. +N'-C EL: oC SCALE SS A9 NOTED U '.P v . - 'v ° CO OUT FIRST C.M.U. _ I KS NIRIBER 9441 d• " U P V COURSE SOLID TYP. ° ARCWTECT'S SEA < 70 _ _ O ------ _ _ - _ 11/Y RIGID$TYROFOAM PROVIDE VAPOR S p,FO q v D F v ° ° -I 1 _ ° _�7 N@W CONCRETE SIDEWALK NSULOCONT TO TOP BARRIER OVER 9 - I 1 __ NEW+'CONCRETE SIDEWALK W/ - ((,��57 III (III IRI-III' OTING COMPACTED FILL I_I III-III v ° v �� - CONC.FOUNDATION i K u L.{at WWM T7P ��7,'jJ� p "(IPII. .(III' WALL SEE STRUCT. a.4 G < III [ y,' I NEY 10'pA CONCr.HLLED - OWG9. .°I NEW 10'PIA CONC.FILLED P - f p081ElQ ERG AiOE TO SONOTUBE FOOTING TO VARIES,SEE c Z +-1 BELOW GRADE FIN.GRADE EL. "C. < NOTE UTILIZE EXUSTING CONC POST NI p - - NOTE:UTILIZE DUSTING CONC PORT SITE OWGS. 4' FOOTING WHERE POSSBLE FOOTING WHERE fP09SIBlE 0-N S`?iy c ' UNEER'S SEA a FRONT WALL SECTION Z SECTION • CANOPY SECTION • 510EWA 4 SECTION • REAR WALL HO SCALE:3/4'•I'-O' 1�_vl SCALE:3/O•I'-O' SCALE:3/+'•l'-O' ��9 SCALE:3/4*-1'-0* O N. m SHEET NUMBER f a A.A-2 a � � H H a444 LOW POINT LOW POINT (] AT SUSP..F.F.. . LG (3� AT 8SU5 A.F.F. N _____-____ \VI H EXPOSED TO 5TRUCTURE ABOVE ii fSEE ELECT.DWG'S FOR CONTING UNDER THIS STRIP OFF EXIST'G BALLAST.ROOFING.AND INSULATION CONTRACT) / AND PROVIDE NEW 'CARLIgLE•40 MIL NON REINFORCED SINGLE-PLY MECHANICALLY FASTENED ROOF SYSTEM OVER 1'HIGH DENSITY OLYISOCYANURATE REMOVPENETRATION9 ROOF EQUIPMENT AND SEAL/CL05E PROVIDE NEW PERIMETER EDGE BLOCKING PER THE WALL SECTIONS-TYP. HIGH POINT 0.NEV HIGITS H CURBP SEE DETAIL HVAC-I HVAC-2 NEW ROOF DRAINS-TYP. AT EXIST'G DRAIN LOCATIONS LOW POINT LOW POINT IO CIO PROVIDE PAPERED INS UL CRICKET AT LOW POINT TO SLOPE t0 DRAIN UST. (SEE LE T WG'9 F TH19 ONTRA T) n n Q a RIDGE VENT-TYP. 1 /_ NEW SINGLE PLY RUBBER I �. ROOFING W ALUN.TYP. GUTTER 1 DOWNSPOUTS n Lf � ALUM.GUTTER 1 DOWNSPOUTS TYP. � MTINYL SOFFIT PANELS W/ TYP TYP. VENTILAT@D PANELS AT ASPHALT ROOF SHINGLES L.ACCESS HATCH V C-0'O.C.. SEARDIP E WALL E9ECRTION5ED SOFFIT I REFLECTED CLG PLAN — RETAIL 'A' 2 ROOF PLAN — RETAIL 'A' A_ SCALE:I/9'•I'-O' SCALE:1/9'-Y-O' i 2 Jg y2 O w A W F�1 r-�•.3'-0• p MEMBRANE INANTT•f5-10)ROOF SEE ROOF CURB01 ROOFING SCUTTLE DETAIL FOR FLASHING REO'9. "O�] 2-O ] O• W //J� CONT.WD.NAILER TYPICAL ROOF CONSTRUCTION TAPERED IN9ULATI:N BOARD TTP.ROOF CLIP ANGLE F�gTL.FRAME b TAPER TO START NOT LESS CONST. l' N WELD TO 9�L SEE STRUCT DWG'S THAN 11/]••DRAIN AND FINISH FRAME N LEVEL W/SPECIFIED ROOF 9/�• STL RUNG5•IY O.C.-PUNCHED INSULATION. THRU/WELDED TO STL RAILS SLOPE /p QOp \) �_ LINE OF ROOF DRAIN BODY —� i ODO 0 0 LADDER 0'RAILS.5TL.BAR STOCK 'SURE-SEAL MEMBRANE -- FINISH CONC,SLAB U Q } ROOF DRAIN DOME 14 F� I GRAVEL STOP.SEE C O STL CLIP ANGLE WELDED TO STL RAILS 1 EXPANSION BOLT TO FLOOR REVISIONS A ROOF DRAIN PLAN B ROOF HATCH DETAIL A/� SCALE:3/T-0'-O^ A-3 CARLI9LE DETAIL NO.U-IZ-B S SCALE: 3 3 �y�� y COL COL 1 ELEVATION $CBE VERflED W RNVAC CONTR9-FORE STRUCHT0 IDIbgTC. REF i CLARIT7.COORDINATE OPENING REF SECTION NOTE: ROOFING NOT SHOWN FOR HVAC CONTR.:INP50PR ED 'SURE-SEAL'LAP SEALANT ROOF CURB SUPPLIED B7 RUBBER OR URETHANE ROD STOCK SIZE 1 LOCATION W/HVAC CONTRACTOR 'SURE-SEAL'WATER ADHERED IN PLACE DRAWN BY, nB/EC CUT-OFF MASTIC BY ROOFING CONTR. NOTE: •SURE-SEAL'BONDING ADHESIVE CHECKED BY, D.A.C. SECTION ELEVATION S.S.CLAMPING RING PR MOLDED PIPE PEAL MUST HAVE DATE DRAWN: 3/0I/0 INTACT RIB AT TOP 'ELASTOFORM'FLASHING W/LAP SPLICE ROOF DRAIN FURN,i INST.BY PRE MOLDED PIPE SEAL EDGE REGARDLESS U,rlw3/9 FRAME AROUND PLUNB'G CONTR.,FLASHED BY \ OF PIPE DIAMETER ROOF OPENING IUONI DATE ISSUED: t/]f/OI EXTEND'SURE-SEAL' ROOFING CONTR.SEE PLUMB'G 'SURE-SEAL' \\)1 •SURE-SEAL'SPLICING CEMENT D MENSR NE INTO DRAIN DWG'S�NO. T7PE 1 SIZE. SURE Ig iEMAEPT •SURE-SEAL•INSEAM SEALANT S:Od/4 FRAME P-0R SCALE. A9 NOTED CLAMP-TYP. SEE FOFf PLAN DETAIL. 'SURE-SEAL'INSEAM (1/2'FROM FLANGE) ALL OPENINGS Yi'd'-{' SEALANT SEALANT(LOCATE •SURE-SEAL'LAP 9EALANi1 JOB NUMBER, 49A /2'PROM IN' PROVIDE P.T. OR SMALLER 'SURE-SEAL'WATER -3 EDGE OF PIPE ]::]WOOD STRIP SURE-SEAL'MEMBRANE SEAL FLANGE) WITHIN DECK FLUTE ARCHITECT'S 5E L fj CUT-OFF MASTIC 'SURE-SEAL* 3'MIN G o 9 E 0 O MEMBRANE i WHERE CURB RUNS `C PARALLEL W/CURB. ' D -SURE AL' 1 SCREW TO DECK• F A y b'O.C. MEMBRANE BURGLAR BARS /Q F — 1 — INSTALL EA AY STEEL BARS ! N ul •P OC EA WAY AT ALL ROOF OPNGS GREATER THAN 9'dM I _ INSULATION CURB OPN'G. U INSULATION (WELD TO FRAME)OMIT AT n FLUE OPENRIG9 6 TAPERED NETAL ROOF DECK 1/2'-L IPE METAL ROOF DECK INSULATION I DIA.PIPE SEE DRAIN PLAN }—f EA. BURS AR BARB•C O.C. CONT.P.T.WOOD BLOCKING: STEEL BEAM OR STEEL ENGINEER'S 9 A G ; i DECK CLAMP EA.WAT ALL OPENNGS e'94. THAN CURB FLANGE WIDTH L OR LARGER BLOCKING MUST BE WIDER BAR JOIST IEXIST'G) METAL ROOF -� L� LEADER BY DECK PLUMB'G CONTR. ` C ROOF DRAIN FLASHING D PIPE/CONDUIT FLASH. E ALUM. CURB FLASHING t F ROOF FRAME DETAIL fL I' CARLISLE DETAIL NO.U-9-A SCALE:I /2'-I'-O' ��� CARLI9LE DETAIL NO.U-S-D SCALE:1 I/2'-Y-O' NOT TO SCALE �_ CARLI5LE DETAIL NO.1-11 SCALE•1 1/2' -O' e�� D .n n SHEET NUMBER f o A.A-3 REPLAGEFWEXNEWNASPMANLT SHINGLES EXISTING VERTICAL EX15TING WOOD SHINGLES, SIDING.PAINTO —STRIP W/NEW ASPHALT SHINGLES—� ( STRIP OFF EXISTING SHINGLE A PAINT NEW WOOD TRIMAND EXISTING WOOD TRIM, COL OR:`@ NOING, PAINT@ PAINT@ STRIP OFF EXISTING SHINGLES AND EXISTING WOOD TRIM, REPLACE Y!NEW ASPHALT SHINGLES a —EXISTING VERTICAL Em / SIDING PA NTRTICAL SIDING,PAINT@ EXISTING VERTICAL ---> SIDING.PAINT@ MITLEti COVER DI STING RACE BRICK W/ IX12 WOOD WATERTABLE NEW WOOD TRIM, NEW WOOD CLAPBOARD SIDING OVER NEW WOOD TRIM, EXISTING BRICK PLANTER EXISTING DIAGONAL SIDING. EXISTING WOOD SHINGLES. EXISTING DIAGONAL SIDING. TRIM.PAINTED( TYP.EXTERIOR TYVEK'SLDG.WRAP ON 1/Z'EXT.GRADE TYP.EXTERIOR TO REMAIN,TYP. PAINT PAINT PAINT ] GRADE MOO PLYWOOD ON IX P.TRT'D WOOD FURRING GRADE MOO O OO PLYWOOD.PAINT AT I 4 O.C..PAINT SIDING@ PLYWOOD.PAINT@ EXISTING SLOPED WALL W/ DIAGONAL SIDING.PAINT@ 1 LEFT ELEVATION — RETAIL 'B' 2 FRONT ELEVATION — RETAIL 'B' #A_ SCALE:1/8'-1'-0' B.AY SCALE,1/8'-F-O' QO � {=Q EXISTING WOOD SHINGLES. 1 PAINT@EXI aaAhiH _STOP OFIF EXISTING SHINGLES AND PAINT@ WOOD TRIM, W STRIP OFF EXISTING SHINGLES AND REPLACE W/NEW ASPHALT SHINGLES REPLACE W/NEW ASPHALT SHINGLES STRIP OFF EXISTING SHINGLES AND REPLACE W/NEW ASPHALT SHINGLES �/'4 �I'�^+a �----- EXISTING VERTICAL `SAFE EXISTING WOOD TRIM, SIDING.PAINT@ ���((���� PAINT@ y� EXISTING DIAGONAL SIDING, AL FAINTING WOOD TRIM, pgINT( SIDING,PAINTOO AL PAINT@ I EXISTING SLOPED WALL W/ DIAGONAL SIDING.PAINT@ EXISTING DIAGONAL SIDING. E%STING WOOD SHINLLES.__�' O PAINT( PAINT@ EXISTING WOOD TRIM, g PA HT 4 RIGHT ELEVATION — RETAIL 'B' A_I SCALE:I/8'-T-O' 3 REAR ELEVATION — RETAIL 'S' • A_ SCALE:1/8'•1'-0' C" O � w z 0 U G4 0 If REVISIONS 5 W 1 m DRAWN BY: D.W.M. CHECKED BY: D.A.C. 2 DATE DRAWN, 1/OVOI O DATE ISSUED: 1/23/01 SCALE. AS NOTED O <, JOB NUMBER: 58,1I15 �< ARCWTECT•B -" eo r/ • s, IL / OF GINEER'S SEA 8 W L h O y a S 0 SHEET NUMBER W B.A-1 a a a 1 A O g O H.A-I O O O O ti7� N t'1 NOTE: ALL IST'G WALLS FINISHES.ETC.WIi NIN TH19 REA ARE T(S REMAIN. $COP OF WORK POR RETAIL'H'SHALL BE, I. NE CANOPY AND EXTERIOR FINISHES. 7. NEW ROOF or F AND RUBBER ROOFING 4. THINGC.N SIDEWALKS RETAIL FINISHES TO REMAIN. 3 NA-2 5 - - - - - - - - - - - - - - - - - - - - -- l-I EXIST'G PLANTER TO REMAIN REPAIR/REPLACE EXIST'G STCOREFRO T TO /�REMAI C.ST EFRONT TO AS REQ'O REMAIN-T`YP. REMAIN T P. I I y ---- °1--- - --r--+� ----------------- -- I III L� I b 1 ------ 'f] - - DELETE EXI T'G I E%19T'G �_ ❑ I -- - CANOPY IN I'9 REMAIN —L�-^- ---- 1 PLANTER TO 4,9 \ SIM. ENTIRETY REPLACE/REPAIR 1 ] SIM• I 1 1 A9 REQ'O p I' N.E.POSTS, I I 1 I •A-2 OLUMNS 1 I I 1 TOPUMN TRIH. 1 c IV.lY r I) NEW SIDEWALK AND CURB i b TYP L ---- ---- ------- ---- ---- NEW PERGOLA ABOVE NEW PERGOLA ABOVE 5.2 - - _20 TTOOL LIMITSSHOWNSIDEWALK t CURBH.A4 COLRD.W/917E DRAWINGS T REMOVE EXIST'G CLOCK TOWER IN IT'S ENTIRETY W 1�1 1 I1/FLOOR PLAN - RETAIL 'H' p-+ iL L 1 L/ SCALE:i/S'-I'-O' g I HA-7 SIM.TOP OF RIDGE H.A-1 D G` F gNEW PREFIN.MTL.GRAVEL H.A-Z ELEV. 95'-i' COLOR O ATCH TOP OF RIDGE - ] ELEV. 93'-L' J NEW PREFIN.MTL.GRAVEL B 7 NEW PREFIN.MTL.GRAVEL STOP TO MATCH �IZ WOOD CLAPBOARDS I] STOP TO MATCH SIM. I COLORO COLOR:O ,1] COLOR O NEW 51GNAGE 000 CLAPBOARD NEW WOOD TRIM COLOR,() - • TOP OF NEW MASONRY All. A85IIIG. ELEV. BM10' /�/'�yQ NEW WOOD CLAPBOARDS NCI�NGI��GT1 L� wU�U/�EJ/'�\I -BROOKS PAINTED I A VHOM OLTOP OF PERGOLA ELEV. 80'-G' R.d 6MPIe NEW WOOD COLUMN TRIM COLOR NEW WOOD A WOATERTABLE PAINTED 7 FN.FLOOR ELEV. I,-C RONT ELEVATION - RETAIL H z 2 F ' ' ° .A il4 G F E D C B A y �--+—WOOD CLAPBOARD BEYOND-TYP.COLOR, I NEW PREFN.MTL. � I •• r. x WOOD CLAPBOARD GRAVEL STOP TO ., .. BEYOND-TYP.COLOR.O MATCH COLOR TOP OF MA50NRY ELEV. 8910- TOP OF PERGOLA F ELEV. 90.-1 UEI rc EXIST CMU PAINTED O REVISIONS 1 7 FIN.FLOOR ELEV. 0'-C 3 6 a x 3 REAR ELEVATION - RETAIL 'H' DRAWN By. nB/ec < Ate) SCALE:v8•-1'-0' - J�1 CHECKED DY, D.AC. COL DATE DRAWL 3/01/01 COL. COL. REP. R@P. REP. DATE ISSUED: 1/73/01 O 2 —CONT.RIDGE VENT 'HARDIPANeL' ___ 11 SCALE. AS NOtED JO GRADE PLTW07 R-+ B NUMBER, -M41H 3 ARCHITECT' L ASPHALT ROOF II WOO TRIM 8 ]' < SHINGLES. < HA-4 -- D PREFIN.MTL.CAP FLASHING COLOR O f SWOOD TRIMfERT9�,TPRIP WSOTRIDKI ODSY7Ka 90LUMN S I TOP OF NEW MA40NRT SEALANT ALL WDE9- P. < ELEV, 06-10' SEALANT ALL SIDES-TYP. O �P,TRT'D WOO COL COL �---EASE TR1N BELOW 4 4 / M WOD COLUMN TRIM p / BLOCKINGR 7::P.TRT'D WO h1WPWTRTSLWNSLROCKINV > TYP. ENGINEER'S AL NEW WOOD H7 P.TRT'D WOO < APBOARD.PAINTED BASE TRIM TYP. ----- 1 1/2 HALF ROUND i WOD TRIM-TYP. r IATERO L AIN TABE,PTED I/Y COMPRESSIBLE D 7 FILLER-TYP. p. FIN,FLOOR ELEV. w' A COLUMN DETAILS OB JCOLUMN DETAILS - 4 SIDE ELEVATION - RETAIL 'H' SCALE:I 1/2'-N-O' SCALE:1 /7'-I'-O SHEET NUMBER ..W fly n D SCALE,1/8'-I•-O' y N y• _1 1 f i D a 7 P.T SURE SEAL SPLICING WOOD BLOCK CEMENT 1/2'0 ANICHOR 1/2'•ANCHOR PRE-FORMED METAL �qN BOLTS• W-N O.C. CBCOLTS R V-1 O.C. COPING COUNTERSINK FLUSH I PROVIDE SCREWS-DFCK'G (PRE-FINISHED) IQ/l///��,}�r��,► PROVIDE 1111111 E DECK'4 - ll SURIENTEAL SPLICINGCEE CARRY RUBBER ROOFING UP 1 OVER (� SINGLE PLY RUBBER ROOFING MASONRY WALL AND UNDER ^ OVER 1'RIGID INSULATION WO P.TOD B LOC L,OCKING T'DI COPING-TYP. I"WOOD TRIM OVER LNWxjl SURE-SEAL WO MEMBRANE - -- -- - _ I o O 1,11 WOOD TRIM PRE GRAVEL SED METAL lei WOOD I GRAVEL STOP/FA9CIA CAP-SLOPE TOP I//' a IPRE-FINUBHED WHERE EXPOSED TO WEATHER I MEMBRANE 1/'EXPOSED) LLLVVV I/Y EXPANSION JOINT FILLER �— SURE-SEAL I.L WOOD TRIM W/BOND D AKtR ROD 1 JOINT WOOD CORNICE T�OVEKCBULDINGRWRAP ON SINGLE PLY RUBBER ROOFING MOULDING I.1 EXT.GR.PLYWOOD ON OVER N'RIGID INSULATION //JJ���� �1 VY TOOLED SCORED JOINT yyEEALANT-71'-O'OC.N/LLO I'MTL,T, FURRING W SEE FLOOR PLAN FOR TYP. OTHEWWSE SP@OFR?D ON FLOOR LOCATIONS PLAN'lSEEE lHT.NA-I 7K WOOD TRIM I NEW IY CMU-TYP, IxL WOOD TRIM OVER DOWEL INTO ExIST'G a I � MASONRY W/s9 BARS AT 1'-0'O.C. r7 Id7 WOOD TRIM I EXISTING Ik7 W000 TRIM I WOOD CLAPBOARDS OVER STEEL BE >0< IxL WOOD TRIM TYVECK BUILDING WRAP ON 1/'EXPOSED) X8,—xr %—X - ILL WOOD TRIM I/Y EXT,GR.PlYtlI00D OVER M WOOD RING AT Y-+'O.C. r %msa} ___________'' PROVIDE I/!' DRIP EDGE. R\ TYPICAL ((.� WOOD CLAPBOARDS OVER \ Ix WOOD TRIM Ix WOOD TRIM STEEL BE ppryry� 14 TYVECK WILDING WRAP ON TYP,CONC.9NEWALK CON TM STL,RODS Y-d WOOD TWURRING LATWOMOD OO'C. ER W/W.WJI. ONE ENO IH FELT 'TRAP A�SIDEWALK CNTRL. JT. B SIDEWALK EXPAN. JT. c GRAVEL STOP DTL. o WINDOW HEAD DETAIL E WINDOW JAMS DETAIL F_ COPING DTL. -.2 9CALEi 1 1/2'-1'-O' �vl SCALES 1 1/2'-1'-0' �/1 SCALE:I I/7'•P-O' IL SCALE:1 1/2'-]'-0' AIL SCALE.1 I/2'•1'-O' q SCALE:1 I/7'•1'-O' COL REF. RIDGE VENT-TYPICAL PA ROOFING BELT ON OVER 3/1'EXT.OR.PLYWOOD-TYP. I TOP OF RIDGE-1; IDGE !- EL.+91'-S' �I LL� ALUM,DRIP EDGE F i- WITH 1.E W ROOD TRIM BOTRTOMTYP. IxS OVER 2d0 WOOD TRIM 1/T&­l\1 I I I • I I 1 WOOD CLAPBOARDS OVER 1 F-' tlC)MTL.RAFTERS TYVEK BUILDING WRAP ON I'-1 O.C. TYP. old 1/2'PLYWOOD OVER C MTL. 1 I I STUDS-I'-4'O.C. � � I I I I 1 I I i i I II 11 az I 1 I I 11 II � o I I I 1 / r�7 ANCcHOR BOLTS AT ' ' I I COL 1'-O'O.C. WOOD CLAPBOARDS OVER ///''��� A I 1/Y PLYWOOD OVER P MTL. ANCHOR BOLTS AT ANCHOR DOLTS AT I I TYVEK BUILDING WRAP ON REF. II,A-Y 1 1'-0'O.C. I I I STUDS R Y-1'O.C. N'-O'O.C.,STAGGERED PR@FINISHED ANODIZED 1 ALUMINUM GRAVEL STOP ^ ALUMINUM COPING I I OVERPRIEMN7 HI2 P.T.WOOD / OVER 2W2 P.T.WOOD BLOCKING 7 P'.TRT'D WO BLOCKING-TYP. BLOCKING \ I{ I I I 1 TOP OF MASONRY i TOP OF MASONRY I STRIP OFF EXBT'G ROOFING AND WELL. -' +IT'-N'A.F.F.+/-P.V. STRIP OFF EXIST'G ROOFING AND INSUL AND PROVIDE NEW JINGLE PLY RUBBE AND PROVIDE NEW SINGLE PLY RUBBER W �� •. ROOFING OVER Y RNlD IN PL �' ROOFING OVERT RIGID INSUL h-�'A.F,F.+/-F.V. R w \ / TYP -� 1 I NEW P.T.WOOD TRIM / —NEW SINGLE PLY ROOF W/ rV 1 I ANCiiOMGO PO 605VNRT BALLAST W/1'RIGID I ~—PANT ER MO OVER IxN MOOD TRIM I ( FURRING AS NEEDED IN LATION OVER METAL O I TOP OF ROOF TOP OF ROOF VARIES +M.'-O'A.F.F. A.F.F. N 7 CJIJL DOWEL TO-O'O C MASONRY W/ tJ .Y-d LONG T 1'-d O.C. NE' D'C,M,LL DOWEL INTO EKI9TG MASONRY W/ � I rl q BARS,9-d LONG AT f-O'O.C. I„ GROUT CELLS 90UD DOYEIS "ALFS BARS,Y L LONG AT Y-O'OC., NEW ITDOWEL INTO EXIST'4 MASO RY W/ \ WOOD CLAPBOARD!OVER T CELLS SOLID TY DOVELS- P. GROUT CELLS SOLID AT DOIEI.S-TYP. \ I;' I' TYVEK WD WRAP ON 1/Y PLYWOOD OVER rMTL. FURRING-2'-0'O.C. 1.OVER 1.10 WD TRIM • \ \ PAINT EXISTING ROOF FRAMING \ \ I TO REMAIN T M BOLT NEW LEDGERS \ \ TOO MASONRY AT 1-d D.C.-TYP. \ \ P VIH 'MI 2'MTL,ACCESS Id TREL 9 TRIM BEYOND \ \ H T - MILCO STYLE'M'. I PAINT \\�� P I T'WHITE. I I (2)2x1 P.TRT'D\WOOD BLOCKING-TYP. \ \ I I I D MTL.FLASHING-TYPE \ 'I ,,,—MTL. \ __1 HARDIP NEL FASCIA OVER ____---__-_.______-_____ ____- IfY EX GR.PLYWOOD ON \ �..� - ------------ ++I 2x1 P.T T'D FRAMING AT Zi w \ \ I++I '++' 1'-H'O.0 Q _ __ _____.-___________ ------------------- --- --i \ \ _ I \ \ 1 i ' 1-1 OVE 2.WD TRIM I \ \ VINYL SOFFIT PANELS OVER ' ' PAINT S.P.TRT'D PERGOLA FRAMING \ A T M1TL.FURRING CHANNELS AT 2'-O'O,C.OVER 3d0 P.TRT'D \ \ 3/ 2'•-O.O.C. IN L'MTL.STUDS RPJ BEAM-TYP. \ I AT 1'-�1'O.C. / PROVIIDE VENTILATING PANELS AT \ / L'-O' O.C.MIN. O 13)7J0 P.TRT'D WD.BEAM TYPICAL IA2 WOOD TRIM-TYP. B I II 8 I,AWo"FURRING SOFFIT OVER AT F-1'O.C. NEW CEDAR CLAPBOARD OVER DEMOLISH EXISTING CANOPY �' 1/2'PLYWOOD OVER F MTL. STRUCTURE I I 'Z'FURRING Y-O'O.C. I I V PROVIDE NEW I/T x F ALUM TUBE FALSE I DIVUDE DE NEW 1/T x I' ALUM TUBE FALSE M GLASS LIGHT MATCH E 19T'G FRAME COLOR I GLASS LIGHT MACH OVER FRAME COLOR W ill I I I I � I I i lei P.TRT'D WOOD P09T W/ 4x4 P..TRT'D WOOD POST W/ Ix FINISH TRIM SEE DETAIL B § Ix FI14594 TRIM SEE DETAIL/\ § u I REVISIONS I I 1 I I 2 .� MTL.SILL FLASHING OVER 2.P.TRT'D i WOODS SILL W/IxN P.TRt'D WOOD APRON N U WOOD SILL W/1.4 P.TRT'D WOOD APRON MTL.SILL PUSHING OVER 2x PD APR LINE OF EXISTING CANOPY COLUMN I 5 TO BE REMOVED L I/N'MOO EXTERIOR GRADE PLYWOOD I I 1/T MIDO EXTERIOR GRADE PLYWOOD OVER I/7'EXT OR PLYWOOD-PAINT OVER'.1/2'EXT GR PLYWOOD-PAINT NEW h17 P.T.WOOp T I WATERTABLE W/CAP TRIM-TYP, DRAWN BY: EC l P.TRT'D WOOD BASE TRIM /�14 P.TFRT'D WOOD BASE TRIM CHECKED BY, D.A.C. PAINT I PAINT DATE DRAWN: 6/2/0I ALLOW SPACE BELOW TRIM TO i PAINT I SPACE BELOW TRIM TO v 1 MAINTAIN EXIST'G MASONRY WEEPS MAINTAIN EXI9T'G MASONRY WEEPS I DATE ISSUED. 1/23/0I UQ FLOORN EL: FL ELEV, - FLOORN EL: !GALE: AS NOTED N - .. a .... it • . _ V A �- y ,.. ._v v -• .. JOB NIMBER 3BM 9 O a O O ARCINTEC S v NEW N THk CONCRETE SIDEWALK W/Ld VL WWFI-TYP. of ✓. NEW NY DIA CONC.FILLED d II LANES 10'DIA FOOTING :9 t SONOTU FOOTING TO BONO4'-0'BELOW GRADE It' I- f-d BELOW GRADE a NOTE:UTILIZE E)USTING CONC POST NOTE:UTILIZE EXISTING CONC POST FOOTING WHERE POSSBLE o FOOTING WHERE POSSIBLE V , NNeeR•9!E D FRONT WALL SECTION SECTION • CANOPY TYP.END WALL SECTION O Ll 1�11 SCALE:3/�1'-1'-0' 11 W�vi SCALE:3//'-1'-0' ��� SCALE:3//'•1'-O' i T4P1• RI'F s 0 f SHEET NUMBER 0 H.A-2 o � I ----------- -------- 4 - - MTL.ACCESSS HATCH TYP. WOOD PERGOLA FRAMING VINYL SOFFIT PANELS VENTILATED PANELS AT n C-O.O.C.. HARDIPANEL DROPPED SOFFIT x 5 SEE WALL SECTIONS n • OJ ® ® 7VENTIMATED TYL.ACCESS HATCH WOOD PERGOLA FRAMING PP !!■���� INYLFFIT PANELS W/ PANELS AT -O'O.G.. SEE WALL ESECTTIONSED SOFFIT REFLECTED CLG PLAN - RETAIL W _ SCALE:I/B'-1'-0' w 1 (w � 2.1 - � A STRIP OFF E 16ALLASi,ROOFING,AND INSULATION o AND PROVIDEE NEW NEW Q LISLE'40 MIL NN REINFORCED SIN IN GLE-PLY NECHANNICICALLY FASTENED ROOF SYSTEM OVERR N•HIGH DENSITY -7 POLYISOCYANURATE: 3 - � o 3.1 - RIDGE VENT-TYP. [ lM] ALUM.GUTTER 1 DOWNSPOUTS TYP. z U - RIDGE VENT-TYP. REVISIONS WOOD PERGOLA FRAMING ASPHALT ROOF SHINGLES 1 TYP. S �.� K 5 ALUM.GUTTER 1 DOWNSPOUTS TYP. WOOD PERGOLA FRAMING l 2 ASPHAL"f ROOF SHINGLES < TYP. DRAWN BY: MB/EC CHECKED BY: O.AC. DATE ORAWN: 3/01/0I y DATE ISSUED: 1/23/01 2 - 'H' C SCALE, A9 NOTED ROOF PLAN RETAIL JOB NUMBER, 1AIIH r A� SCALE:I/B' ARCHITECT'S BE a •I{ iL o 'p t t4 +e NEER'9 9EAL W L L O a 0 m SHEET NUMBER UI Q 0 H.A-3 a I GAS PIPE 1"THICK PRESSURE TREATED LEGEND C x WOODSTRIP BETWEEN PIPE 1'GALVANIZED STEEL &BLOCK SYMBOL ABBREV. QESCRIPTION �V- �cz.a STRAP-SECURE TO O 1-1/2"BALL VALVE- NORMALLY S/W SANITARY SOIL AND/ WASTE PIPE F+ BLOCK W/GALVANIZED CLOSED (TYPICAL) TO FIXTURES& EQUIPMENT(TYPICAL SCREWS S/w SANITARY SOIL AND/OR WASTE PIPE(BURIED) �Y 1-1/2"PRV VALVE - EQUAL TO WATTS NO. 223S - —S— S STORM PIPE Q' 10"x10'zt-1/2'I - WOOD 6"PRESSURE TREATED SET O 56 PSI (TYPICAL) 4L y PROTECTION /�[ WOOD BLOCK =5— 5 srow.l PIPE(BUPoED) IC I READER WATER METER W/REMOTE BOARD ROOF READER TO BE FURNISHED& ----- V. 'AT!T PIPE INSTALLED BY P.C. V. VENT PIPE(BURIED) NOTE, —G— G GAS PIPE SUPPORTS SHALL BE PROVIDED ON ALL ROOF-MOUNTED GAS PIPING AT REDUCING UNION --- C.W. COLD WATER PIPE UU 8'-0" INTERVALS&AT EACH TAKE-OFF OR CHANGE IN DIRECTION- TF/J a�0 DIAL PRESSURE GAUGE (TYPICAL) / z GAS PIPING SUPPORT SHALL BE FURNISHED AND INSTALLED WITH ---- H.w. H07 wATIXt PIPE ALL ITEMS SHOWN BY THE PLUMBING CONTRACTOR. 0'TO 150'W/SNUBBER &STOP(TYPICAL) SHUT-OFF VALVE o-- UP PIPING RISE OR UP 1/2"TEST VALVE(TYP.) 1-1/2' (TYPICAL) e— DP./DN. PIPING DROP OR DOWN GAS PIPING SUPPORT DETAIL -,/2 BY P.C. PIPING TEE LOOKING DOWN a NOT TO SCALE BY G.C. Q` _/- F.C.O. RUSH BOOR ClEANOUi(J.R.SMITH M.4021) FINISHED FLOOR-- C.O. CLFANOUT 1-1/2'DOMESTIC —04 — SHUT-OFF VALVE(APOLLO 70-200 SERIES) WA SERVICE (BY G.C.) 4 GAS COCK LT W.H. WALL HYDRANT(SMITH 5609) r ------------------------ WATER METER DETAIL 0 R.D. ROOF DRAIN(J.R.SMIN NO. 1015-RC-AD) G r------------------------- NOT TO SCALE W.&T. WASTE&law HH cO i I I I V.T.R. VENT THRU ROOF � ¢ O INV. INVERTQH ✓ Z O� AP. ACCESS PANEL O I I I A.C. ABOVE CEILING O OC. AT CEILIN � G cam. 00 P.C. PLUMBING CONTRACTOR .+X ',j It CD 1 A�J 1 !^ ! G.C. GENERAL CONTRACTOR „d 00 O I r I EC. ELECTRICAL CONTRACTOR _ L I ! ! ! ! A.F.F. ABOVE FINISHED ROOT .,..y U C1 ro AF.G. ABOVE FINISHED GRADE T 7:3 T^ HVAC. HEATING,VENTIUTINO AND AIR CONDITIONING CONTRACTOR N i I I _(_ =gyp 1 - = i _ ____ _ 111 L - -__ _ ___ -_. _ _ ! 1 EXISTING GAS METER TO BE REMOVED & I 1 EXISTING SERVICE I I 1 RELOCATED TO ! NEW METERS I 1 1 I 1 LOADING IL.----i BY G.C. 6" F-IRE WATER SERVICE BY G.C.I PLATFORM By P.C. ! � 1-1//2' DOMESTIC WATER SERVICE BY G.C. 4" WATER METER 6' Hog: r APPROX. LOCATION OF PRV STATION-SEE NON-FREEZE WALL III } DETAIL THIS DWG HYDRANT - MOUNTII� !, � I o BAALARM IS I- ON INT24"A.F.G. I \ I'. { & ALARM RISER BY \\\ F----L-----------------.-_ 1. ALL VENT PIPING AND ALL WASTE PIPING FOR IL 4"S UP pp ! I LAVATORIES SHALL EXTEND TO 6"A.F.F. INV.67.37, SPRINKLER CONTRACTOR II 3/4"CW DP� I II I ! SANITARY PIPING FOR WATER CLOSETS SHALL GAS METERS BY LOCAL GAS CO. - THIS _ -_- -- _ — - --- - TERMINATE WfTH A CLOSET FLANGE. EXISITNG 5"Rl-UP TO R.D. SEE NOTE"RL THIS DRAWING ,.{—(2)2Y W/VALVE TO OUTLET OF EACH METER - 5��� CONTRACTOR SHALL CONNECT GAS LINES F.C.O. 2"W-UP,—S �o i • cC.O. -- --- --- ---- - - - - -- --- I I , F.C.O. y G F.C.O. 4" a{"5-"UF: .0. EXISITNG 5"RL-UP TO R.D. _______ --_-_.-. ______ __________7 ; �• ' 3/4' SEE NOTE #18 THIS DRAWING H 4 4° 'I _— F.C.O. 1-1/4"VALVED & CAPPED ! ! A I 1 `TNV. 88.09' n C.W. ABOVE CL'G FOR 111^^^1111 hhu 1-t/4"VALVED & CAPPED = ! f ca r k"S-UP FUTURE N THIS ROOMS - ! C.W. ABOVE CL'G FOR 2"W UP-�I'! -, --- J SEE PLAN THIS DWG FOR t0 FUTURE TOILET ROOMS - ) ,n r I (2)2"V UIP CONTINUATION OF PIPING SEE PLAN THIS DWG FOR 4"S-UP ! 1 CONTINUATION OF PIPING 4'� ALL PIPING IN THIS AREA L= ==1� AGE SHALL BE BROUGHT UP TO TOP OF SLAB & CAPPED FLUSH W/ SLAB - PROVIDE CLOSET FLANGES FOR ALL WATER CLOSETS EXISTING 6" ! -1-1/2" r �1-1/2- STORM (BURIED) - ( - G G A G --G ICI 2A GASNEC1-1ROOFTOP U�VALVED ' GAS PIPING TO RUN l ON ROOF - SEE I II DETAIL THIS DRAWING I!�--'I i� I I I I Ij (BY HVAC) 400 CFH ! I I ! CONNECT 1-1/2"VALVED L— I it GAS TO ROOFTOP UNIT (BY HVAC) 400 CFH 11� II i 3/a,�,f, FINISHED FLOOR I 1' ELEVATION 69.50'± L, I II I I II I it I I i I I II i • II EXISITNG 5"RL-UP TO R.D. - w '. I! C.O. t �SEE NOTE �J18 THIS DRAWING EXISITNG 5"RL-UP TO R.D. - v I� SEE NOTE 18 THIS DRAWING -1 �- S—'" S— S S �/ C.O. .. __.. C.O., __---- -- SALES AREA I LS AREA Az-D1 �I A ��I �I I I II A ' 1 I Zw I I Ali I , i t I O I II I f� I ! ,I 1 I 4 — I — . 1 -------- , ------------�-- - ------------_ ._.-_..---"--- --_- -- _- -- _-- --I� ---------------'0I H 1 - 1+y ' '3/4"CW-DP /' R_. NON-FRE ZE WALL / , ! ExIsn La NG PHTEa HYDRANT MOUNT 24 A.F.G. EB ------ -_ - --- - - - ------ - ----- ---------------------------- - --- , 1 , --- -- -- _ _ ..__ ________ __ ____ ___ ____ __._____ _ _____. .�. .� __ _ __® f U ----__ ___ _____. y3 3 REVISIONS 1 FLOOR PLAN - RETAIL 'A-1' PLUMBING SPECIFICATIONS 5 A.P-1 SCALE:1/8'-1'-D 4 5 8 1. THE WORK COVERED, THIS CONTRACT SHALL INCLUDE,UNLESS 7. THE PLUMBING CONTRACTOR SHALL VISIT THE SIZE SHALL VERIFY 13. VALVES SPECIFIED OTHERWISE,THE FURNISHING OF ALL LABOR,EQUIPMENT, LOCATIONS FOR CONNECTIONS SERVICES. ANY CON CONFLICTS BETWEEN T TOOLS,RIGGING,HOISTING,STAGING AND MATERIALS AND THE THE DRAWINGS AND FIELD CONDITIONS SHALL BROUGHT THE (A) SHUTOFF VALVES IN INTERIOR DOMESTIC WATER SYSTEMS SHALL PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPER AND ATTENTION OF THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS BE PROVIDED ON CONNECTIONS WHERE SHOWN FOR EACH GROUP COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THESE PRICE FOR THE WORK. OF FIXTURES AND FIXTURES FED SEPARATELY FROM PIPING MAINS. OPAwN W. w.aA SPECIFICATIONS AND THE DRAWINGS, SUBJECT 70 THE TERMS AND VALVES SHALL BE OF THE BALL TYPE WITH SOLDER ENDS. CHECKED W. JF.Z. CONDITIONS OF THIS CONTRACT. 8. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE INCORPORATED IN THE WORK.THIS CONTRACTOR SHALL ASSUME ALL (8) GAS VALVES SHALL BE FURNISHED AND INSTALLED AT CONNECTIONS DATE DRAWN: 0,/"/0, 2. ALL WORK SWILL BE INSTALLED IN A FIRST-CLASS MANNER CONSISTENT COSTS FOR ANY ADDITIONAL CORRECTIONS,SUPPORTS OR CONSTRUCTION TO EACH APPLLWCE AND AT EACH RISER. GAS COCKS SHALL BE WITH THE BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THESE REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE SPECIFIED. BRASS BODY TEE-HANDLE TYPE WITH BOSTON KEY. DATE ISSUED: 07/20/01 DRAWINGS,BUT WHICH ARE NECESSARY TO MAKE A COMPLETE PLUMBING SYSTEM INSTALLATION,SHALL BE FURNISHED AND INSTALLED AS PART 9 ALL MATERIALS,PIPING, FITTINGS,FIXTURES,ETC. SHALL BE 14. HANGERS OF THE WORK UNDER THIS .CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC PROPERLY PROTECTED TO PREVENT OBSTRUCTIONS AND/OR DAMAGE. AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. (A) VERTICAL PIPE SHALL BE SUPPORTED BY SPLIT-RING TYPE Jae NuueLW: 1181t CLAMPS. HANGERS ON HORIZONTAL PIPING SHALL BE OF THE 3. ALL WORK SHALL BE INSTALLED IN CONFORMANCE TO THE GOVERNING 10. CURING AND PATCHING OF MASONRY, CONCRETE,OR OTHER PARTS OF CLEVIS TYPE,HAVING THE FOLLOWING SPACING: s s CODES,REGULATIONS AND ORDINANCES. THESE REQUIREMENTS ARE THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. J'-' �,. MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON (1) CAST IRON PIPE- 5'-0-AT HUBS FOR FIVE FOOT(5') ;1''- THE DRAWINGS,PERMITTED BY CODE,WILL BE ALLOWED. OBTAIN AND 11. ACCESS PANELS SHALL BE FURNISHED BY THIS CONTACTOR AND LENGTHS;ONE(1)HANGER AT HUB AND ONE(1)AT MID- '.�,��, PAY FOR ALL INSPECTIONS,LICENSES,PERMITS AND APPROVALS INSTALLED BY THE GENERAL CONTRACTOR. POINT FOR TEN FOOT(10') LENGTHS. REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN COMPLIANCE THEREOF. 12 PIPING (2) COPPER TUBING AND STEEL PIPE - 6'-0"O.C.FOR 1-1/4" ! AND SMALLER; 10'-0'O.C.FOR 1-1/2"AND LARGER, 1 11 4. ALL MATERIALS AND WORKMANSHIP SHALL CARRY THE STANDARD (A) STORM&SANITARY SYSTEMS PIPING BELOW THE SLAB SHALL BE WARRANTY AGAINST ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE COATED,SERVICE WEIGHT,CAST IRON PIPE WITH HUB JOINTS HAVING 15. DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE INSULATED WITH \'".• YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUE RESILJENT RUBBER GASKETS. PIPING ABOVE GROUND SHALL BE HEAVY-DENSITY FIBERGLASS INSULATION,ONE INCH (1-)THICK,WITH �' ! TO DEFECTIVE MATERIALS,EQUIPMENT,OR WORKMANSHIP WHICH MAY OF SERVICE-WEIGHT CAST IRON PIPE WITH MASSACHUSETTS A VAPOR BARRIER JACKET HAVING A SELF-SEALING LAP. ALL WATER DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD,FORTHWITH,BY APPROVED"NO-HUB"FITTINGS. VENT PIPING ABOVE GRADE,TWO PIPING BELOW THE SUB SHALL BE COVERED WITH 1/2"THICK,CLOSED AND AT THE EXPENSE OF THE PLUMBING CONTRACTOR,INCLUDING ANY INCHES(2'T AND SMALLER,MAY BE TYPE"M'COPPER TUBING CELL NEOPRENE INSULATION. EH 's s DAMAGE DONE TO AREAS,MATERIALS,AND OTHER SYSTEMS RESULTING WITH SWEATED JOINTS OR SCHEDULE 40 GALVANIZED STEEL PIPE FROM THIS FAILURE. WITH THREADED JOINTS. 16. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE FURNISHED AND `tiH OF Afs INSTALLED COMPLETE WITH ALL SUPPORTS,TRAPS, CONNECTIONS, 5. THE PLUMBING CONTRACTOR SHALL CONFER WITH ALL OTHER FIRINGS,AND ANY INCIDENTALS REQUIRED TO MAKE A COMPLETE CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING (8) ALL DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE TYPE < WAYNE A. ll- 'L"HARD DRAWN COPPER TUBING. TUBING AND FITTINGS SWILL INSTALLATION. THE INSTALLATION OF THE PLUMBING SYSTEM. HE SHALL INSTALL ALL GRIFFITH WORK IN SUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER BE JOINED WITH LEAD SOLDER AND A NON-CORROSIVE PIPING BELOW THE SLAB SHALL BE TYPE'K'SOFT TEMPER 17. ALL PLUMBING SYSTEM WORK SHALL BE TESTED AS DIRECTED BY THE No.35519 TRADES. THE K"SOFT TUX. COPPER TUBING WITH COMPRESSION FITTINGS. LOCAL PLUMBING INSPECTOR AND ALL DEFECTS SHAM BE REPAIRED hN n 6. THIS CONTRACTOR SHALL STUDY ALL RELATED ARCHITECTURAL, (C) GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE,CONFORMING TO HIS SATISFACTION AT NO COST TO THE OWNER. STRUCTURAL,ELECTRICAL AND UTILITY DRAWINGS,AS WELL AS THE WITH ASTM STANDARD A.53-F. 18. EXISTING ROOF DRAINS TO BE REMOVED AND REPLACED WITH NEW SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR TO SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY INFORM UNITS-REPIPE TO EXISTING R.L. _ INSULATE UNDERSIDE OF THEMSELVES OF ALL LOCAL AND STATE CODE REQUIREMENTS. ROOF DRAIN BODY&NEW PIPING W/ 1'THICK H.D. FIBERGLASS mEDT INSULATION WITH ASJ. A.P-1 i x� HVAC UNIT SCHEDULE HVAC SPECIFICATIONS ya NG SUPPLY 4= ITEM AREA MANUFACTURER MODEL NO. C NET HEATI MESH ELECTRIC OOUNG FAN NOMINAL CA WEIGHT RE/AARKS 1. THE WOW COVERED By THIS CONTRACT BULL INCLUDE,UNLESS B. THIS CONTRACTOR SHALL STUDY ALL RELATED ARCHfTECTURA, h � SERVED ESTUH INPUT OUTPUT T{p CFM CFM VOLTAGE MCA MOCP SPECIFIED OTHERWISE.THE FURNISHING OF ALL TABOR,EQUIPMENT. STRUCTURAL ELECTRICAL ANTI PLUMBING DRAWINGS.AS WELL.AS THE HVAC-1 SALES AZ-01 CARRIER 48HGF 028 280,000 a0o 32B 1 TOOLS,RIGGING,0 7500 650 2807 208/3/60 158.0/155.3 205.1/202.4 SEE NOTES /t,/2,�3&�4 HOSTING.STAGING AND MATERIALS AND THE SPECIFICATIONS AND AL OTH ER MAILABLE INFORMATION PRIOR To 320 282.4 PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPER AND SUBMTNING HIS IRO PRICE THE BIDDERS SHALL ALSO FULLY INFORM COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THESE THOASELVES OF ALL LOCAL AND STATE CODE REQUIREMENTS. �JI SALES All CARRIER 48HGF 028 280,000 4rp 328 10 7500 650 2807 208/3/60 158.0/155.3 2-A/202.4 SFEE NOTES�1,#2,#3&#4 SPECIFICATIONS AND THE oRAWTNcs,SUBJECT TO THE TERMS AND d N CONDITIONS OF ANDCONTRACT HE R DRAWINGS 7. THE HVAC CONTRACTOR SMALL VISIT THE SITE AND SHALL VERIFY HVAC-2 320 282.4 EXISTING CONDITONS. ANY CONFLICTS BETWEEN THE DRAWINGS y Iq 2. ALL WORK SIYLL BETHIS INSTALLED IN A FIRST-CLASS MANNER(%1NSNSTENT AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF WITH THE BEST WNW PRACTICES. ITEMS NOT SHOWN ON THIS THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS PRICE Q ry BASED ON STANDARD ARI CONDITIONS DRAWING,BUT WHICH ARE NECESSARY TO MAKE A COMPLETE WAD FOR THE WORK. SYSTEM INSTALLATION.SAL BE FURNISIffD AND INSTALLED AS PART NOTES: �TRNL.ARPI7M�EMENT CONTRACT. FI� OAS. DIAGRAMMATIC S. sB�PORATTEED ION THEE WORK.NGS ALL EQUIPMENT CONTRACTOR SHALLSN�L ASSUME IALS ALL 1. PROVIDE ALL UNITS WITH PREFABRICATED "DOWN SHOT'CURBS, OUTDOOR AR HOODS, ECONOMIZER CONTROL PACKAGE, ANTI-SHORT CYCLE CONTROLS, POWER EXHAUSTER, COSB FOR ANY ADDITIONAL CORRECTIONS,SUPPORTS FOR coNsmucnoN v 3. ALL S.REGULATIONS SHALL BE IN D ORDI IN CS. THESE TO THE TUTS ARE REWIIRED FOR IMTERWS WN11CH ARE SUBSTIIVTm FOR THOSE AND COMPATIBLE PROGRAMMABLE THERMOSTATS FOR FIELD WIRING BY OTHERS. MINICOD EERIAAAND REDUCTIONS THESE REQUIREMENTS CALLED ARE SPECIFIED. �—MINIMUM CPoIERIA AND NO RETXXT(MNS N STANDARDS CALLED FOR ON lYl H 2. EXACT LOCATIONS OF ALL UNITS SHALL BE FIELD DETERMINED BASE ON LOCATION OF STUCTURAL MEMBERS. VERIFY LOCATIONS WITH STRUCTURAL ENGINEER? THE DRAWING.PVMfFTED BY CODE WILL BE ALLOWED' OBTAIN AND B. ALL HVAC EQUIPMENT SHALL BE PROPERLY PROTECTED TO PREVENT BEFORE SETTING ANY CURBS. PAY FOR ALL IN3PECIIONs'LICENSES'PERMITS AND APPROVALS OBSTRUCTIONS AND/OR DAMAGE REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN COMPLL44CE THEREOF. 3. ALL ROOF-TOP UNITS OVER 2,000 LBS SHALL HAVE SEISMIC CURBS, PROVIDED BY THIS CONTRACTOR, 10. THE STRUCTURE AND PATCHING E MASONRY, BY THE E OTHER PARTS of a. ALL MATEPoMS AND WORg4VR5HR SHALL CIRRI'THE STANDARD THE CUTTING AN SFWl PERFORMED BY TE GENERAL CONTRACTOR. WARRANTY AGAINST ALL DEFECTS FOR A PERIOD OF NOT L65 TUN ONE 11. THIS CONTRACTOR SHALL PROVIDE SIRPIr AND RERRH DUCT DROPS CA A✓ 4. CONTRACTOR SHALL RE-VERIFY ELECTRICAL DATA SHOWN WITH ROOF-TOP MANUFACTURER BEFORE PURCHASING. YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY I T DUE M DEFECTIVE MATERALS,EQUIPMENT,OR WORKMANSHIP WHICH MAY 22 GAUGE GAWANISID SHEEMETAL FROM THE RESPECTIVE CONNECTIONS DEVELOP WITHIN THAT PERIOD SHALL MADE GOOD.FORRAWTIH,BY ON EACH UNIT TO A POINT J'BELOW THE ROOF DECK,FOR 1--r 1CfVj AND AT THE EXPENSE OF THE HVAC CONTRACTOR.INCLUDING ANY ODNTNDAMN TI OTHERS.DROPS SHALL BE FULL SIZE OF EACH DAMAGE DARE TO AREAS.MATERIALS.AND OTHER SYSTEMS RESULTING UNIT' CONNECTIONS. ~� O FROM THIS FAILURE. 12, INSULATE ALL SUPPLY DUCTWORK WITH 1Jy FIBERGLASS VINYL JACKETED s S. THE HVAC CONTRACTOR SHALL CONFER WITH ALL OTHER DUCT INSULATION. O CONTRACTORS AS TO T LOCATION OF THEIR WORK BEFORE BEGINNING THE INSTALLATION OF THE HVAC SYSTEM. HE SHALL INSTALL ILL THE WORK AlSUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER I (� CD TRADES T 10 10 c) W Lo N L0 0 c I I ~ II QK L v H II II II - II II � I II I II � I I rl II � I If ' LL--- --------- ------ ------ ----- ------ r------------------ 11 I 11 I � II j 11 I i � I LOADING ---- 1 I I PLATFORM 1 I i ___________ I II � -_�—UTIT�T1� - ___ _ _.____ ______-._.__________.___ _ __—___— '9MEN I 'AI-D A I ? MEN A2-03 ( II WOMEN I I FUTURE TOILET ROOMS ____ _ _ ' I T II I STORAGE ti i WOMEN it I I A2-02 I I I I I I 1 I II I 1 II I II I 11 I ® 'I ROOFTOP NVAc uNlrs- v1 REFER TC SCHEDULE THIS DRAWING I V I I I HVAC-1 I � HVAC-2 II I II I II I II I II I II� Ij I I II I II I I l F.L I II i � MW II II I SALES AREA SALES AREA A2-Ot I 1 Ai-Oi I I I -------------- it it VEIL I I r II I I 11 i I II 1 11 I I I II I I I I ------------- ---- / REVISIONS = - - — -------- --- -- - - — - -- ------------- --- --------- - ----- 12 4 — - - ------------- ® ' — — ------------------ 7 DRAW n K11Y I DATE DRARM 0710/111 MAT[mum Q'/w/m- - SGALE - 1 FLOOR PLAN — RETAIL 'A-1' ,ate A. --1 SCALE:1/9'-V-o' 0 C~ r��pI,SW �ASS'C5 9 WAYNE A. E GRIFFITH No.35514 MUMBEIL f'F3V0 !!LT A.M-1 H J K L /-GONT. BOND BEAM GENERAL NOTES / WITH 4-i6 CON. UNLESS NOTED -WIRE SCREEN DAM AT CORES 40'-4" 40'-4' qp'_q" • / NOT TO BE GROUTED s 16'-0" 1 TYPICAL VERTICAL WALL REINF. CAST-IN-PLACE CONCRETE GENERAL CURING INTERIOR CONCRETE SLABS - MOIST CURE ALL VVV IIIVVV"""/// 27 __-_-____ 12'CMU= #7032 ADDITIONAL BAR EACH SIDE OF CONCRETE SLABS FOR 14 DAYS BEFORE APPLYING CURING Q CAST-IN-PLACE CONCRETE INCLUDES THE FOLLOWING: COMPOUND. INSTALL JOINT SEALANT A MINIMUM OF 60 _ T------------ o FOUNDATIONS AND FOOTINGS. SLABS-ON-GRADE. W" 1 z ALL OPENINGS, EXPEND 32"BEYOND LION DAYS AFTER CUTTING JOINTS. CLEAN JOINTS BY AIR BLAST OR 0 GROUTS.SEE ARCH,MECH,CML,AND ELECT. DRAWINGS r _R o WATER BLAST AND ALLOW TO DRY, FILL FULL DEPTH OF JOINT "' #9GA LADDER TYPE JOINT REINF. 0 16'O.C. FOR MISCELLANEOUS CONCREFE IL I 6 SLAB w 4 i 1 WITH SEALANT. CONTROL JOINTS SHALL BE INSPECTED FOR a, 1012"oc EW CTR 1 SUBMITTALS THROUGH CLEANING BEFORE SEALANT IS PLACED.OWNER QQQ SHOP DRAWINGS FOR DETAILING,FABRICATING, BENDING, 1 I SHALL VERIFY DEPTH OF SEALANT. 7 � I � i I I �CONT KNOCK-OUT BOND BEAM WITH 2-#6 AND PLACING CONCRETE REINFORCEMENT. COMPLY WITH S-1 j i 1 1 `o AT HEAD OF WALL OPENINGS AND WITH A ADMIXTURES y 1 1 i SLOPE 1 I LION ACI 315"MANUAL OF STANDARD PRACTICE FOR MAXIMUM VERTICAL SPACING OF 12'-0" USE WATER-REDUCING ADMIXTURE OR MID-RANGE REMOVE EXIST S-1 1 2" 1 `" DETAILING REINFORCED CONCRETE STRUCTURES". WATER-REDUCING ADMIXTURE IN CONCRETE,AS REQUIRED, 1 T➢ FOUNDATION WALL GROUT SOLID AT REINFORCED CORES QUALITY ASSURANCE FOR PLACEMENT AND WORKABILITY. USE AR-ENTRAINING ^o & FOOTING REMOVE CODES AND STANDARDS: COMPLY WIITH PROVISIONS OF ADMIXTURE IN EXTERIOR EXPOSED CONCRETE UNLESS a in 8'_8• 5,_6. 1 5 1 EXIST NOTE:GROUT CORES FULL HEIGHT WITH A HIGH SLUMP GROUT. THE FOLLOWING CODES,SPECIFlCATIIONS,AND STANDARDS, OTHERWISE INDICATED.ADD AIR-ENTRAINING ADMIXTURE II SAWCUT&REMOVE �41 - FDN WALL WHEN THE GROUT REACHES THE CONSISTANCY OF STIFFEXISTING FOOTING 4 TOP OF WALL S-1 1 I INSPECTION BY A TING OPE TESTING AGENCY./ ENCRETEEN S ARE1 � I MORTAR VIBRATE TO A DEPTH OF AT LEAST 1 2 THE POUREXCEPT WHERE MORE STRINGENT R AT MANUFACTURER'S PRESCRIBED RATE TO RESULT IN QUA FIED MIN S-1 ---� 1 EL: (-)8"(TYP) I 1 HEIGHT.ALL GROUTING OPERATIONS REQUIRE FULL TIME SHOWN OR SPECIFlED.AMERICAN COONCRETE INSTITUTE- ------� -___I ��' ---- ------------- - L_ _ �_J '----- o KNOCK-OUT INSPECTION PANEL (ACI) 301, SPECIFICATIONS FOR STOP CONCRETE IT POINT ER PLACEMENT HAVING TOTAL AIR . 1 - - - - - - - - MASONRY WORK SHALL BE IN ACCORDANCE WITH ACT 318 AND FOR BUILDINGS." FOR RI 318,EINFOR"BUILDING CODE PERCENT CONCRETE CEMENT WITH A TOLERANCE OF PLUS OR MINUS RES F o� ...... - - X - ACI 530, BUILDING CODE REQUIREMENTS FOR MASONRY N RETEE"CONCRETE PERCENT OF ACI RECOMMENDATIONS. USE ADMIXTURES FOR __ _______________-_-_-_ - $ WATER REDUCTION AND SET ACCELERATING OR RETARDING IN ------� s--- z s STRUCTURES. BLOCK:ASTM C90,TYPE 1,GRADE N-1 MORTAR: C BOTTOM OF NEW 3 DETAIL /�-F' ASTM C270,TYPE M OR S HORIZONTAL JOINT REINFORCING REINFORCING STEEL INSTITUTE(CRSI)"MANUAL OF STRICT COMPLIANCE WITH MANUFACTURER'S DIRECTIONS. 6 DETAIL -TOP OF WALL S-1 FOOTING EL:(-)8'-0" !-SAW CUT NEW SLAB S 1 EL:(-)8" A iv STANDARD PRACTICE". MATERIALS AND INSTALLED WORK 0 10'-1"oc TYP w I � EXIST FOUNDATION TO REMAIN ( ) _. � _ _ EXIST FDN TO REMAIN-�. � MAY REQUIRE TESTING AT ANY TIME:DURING PROGRESS CONCRETE MIXING � -. _ .. ... .....__ o. OF WORK. READY-MIXED CONCRETE: COMPLY WITH REQUIREMENTS OF / PERIMETER INSULATION ASTM C94. <N m m NEW 5 SLAB L SAW CUT EXIST POLYSTYRENE BOARD,ASTM 578 TYTPE IV, 10 PSI FORMS 7 o M E SLAB AS REO'D-- " �"' , TYPICAL MASONRY WALL SECTION COMPRESSIVE STRENGTH; 2 37 MAXIMUM WATER CHAMFER EXPOSED CORNERS AND EDGES, USING WOOD OR Z apaN ABSORPTION. METAL CHAMFER STRIPS FABRICATED TO PRODUCE UNIFORM O o::�n o REINFORCING SMOOTH LINES AND TIGHT EDGE JOINTS. o o FOUNDATION AND SLAB PLAN REINFORCING BARS:ASTM A615 GRADE 60,DEFORMED. PLACING REINFORCEMENT = m� WELDED WIRE FABRIC:ASTM A185 SUPPORTS FOR COMPLY WITH CONCRETE REINFORCING STEEL INSTITUTE'S o m y 1/8" = 1'-0" t/e"SAW CUT TO A DEPTH OF 1/4 THE SLAB REINFORCEMENT: BOLSTERS, CHAIRS,AND OTHER RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS," Z °L F,m ICKNESS AS SOON AS POSSIBLE, 2 W[THOUT RAVELING THE EDGES DEVICES FOR SPACING, SUPPORTING,AND FASTENING FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT W Q o m 3 REINFORCING BARS AND WELDED WIRE FABRIC IN PLACE. AND SUPPORTS AND AS SPECIFIED.CLEAN REINFORCEMENT 1/2'RIGID JOINT 3/4'SMOOTH BAR OF LOOSE RUST AND MILL SCALE, EARTH, ICE,AND OTHER H V T FFIf 1ER&SEALANT xt-6 01'-6"x CONCRETE MATERWS MATERIALS THAT REDUCE OR DESTROY BOND WITH CONCRETE. J 11 1. PORTLAND CEMENT:ASTM C150,TYPE I OR TYPE 11. PLACE REINFORCEMENT TO MAINTAIN MINIMUM COVERAGES 4 .' NORMAL-WEIGHT AGGREGATES:ASTM C33 WATER: AS INDICATED FOR CONCRETE PROTECTION. ,w �:.:. POTABLE.ADMIXTURES,GENERAL: PROVIDE CONCRETE JOINTS - ADMIXTURES THAT CONTAIN NOT MORE THAN 0.1 CONSTRUCTION JOINTS: LOCATE AND INSTALL CONSTRUCTION 40'-4" 40'-4' CONTROL CONSTRUCTION" PERCENT CHLORIDE IONS.AIR-ENTRAINING ADMIXTURE: JOINTS SO THEY DO NOT IMPAIR STRENGTH OR APPEARANCE FOUNDATION -8"MINIMUM COMPACTED ASTM C260, CERTIFIED BY MANUFACTURER TO BE OF THE STRUCTURE.PROVIDE KEYWAYS AT LEAST 1-1/2 WALL ETC GRAVEL BELOW SLAB COMPATIBLE WITH OTHER REQUIRED ADMIXTURES.ADD INCHES DEEP IN CONSTRUCTION JOINTS IN WALLS AND SLABS -�-REMOVE EXISTING ROOF FILL SAW CUTS AT EXPOSED SLABS WITH SEMI-RIGID EPDXY FILLER AIR ENTRAINING AGENT TO CONCRETE AS REQUIRED IN AND BETWEEN WALLS AND FOOTINGS. ISOLATION JOINTS IN F•I FRAMING AND MATERIALS I ACI 301,TABLE 3.4.1 FOR ALL CONCRETE EXPOSED TO SLABS-ON-GRADE:CONSTRUCT ISOLATION JOINTS IN �t 1'l REMOVE EXIST REMOVE EXIST TYPICAL SLAB JOINT DETAILS WEATHER.WATER-REDUCING ADMIXITURE:ASTM C494, SLABS-ON-GRADE AT POINTS OF CONTACT BETWEEN w 12'CMU WALL TYPE A WATER -BASED ACRYLIC MEMBRANE CURING SLABS-ON-GRADE AND VERTICAL SURFACES OF FOUNDATION i 2 COMPOUND:ASTM C309,TYPE 1,CLASSS B. PROVIDE WA , TOOTH EXISTING S-1 S-1 NEW 12"CMU WALL I MATERIAL THAT HAS A MAXIMUM VOLATILE ORGANIC CONCRETE PLACEMENT ,..,,: y,,.: ,. ,, .., t, ;.-.. t, - ,. >;. I,: ., <,.'.: O #4's 012"oc TROWELED SLABS,INTERIOR OR EXTERIOR APPLICATION, COMPLY WITH COMPLY WITH PROVISIONS OF ACI 306. li • z &NEW CMU WALL COMPOUND (VOC) RATING OF 350 G/L.CURING, ACI 304, "GUIDE FOR MEASURING, MIXING, 1 SEALING AND HARDENING COMPOUND: AND PLACING CONCRETE COLD-WEATHERr` EXIST 26"JOIST EXIST 26 JOIST ! EXIST 26 JOIST - / p \ EXPOSED AFTER FINAL CONSTRUCTION. EPDXY ��QQjj��,, 12" HOT-WEATHER PLACEMENT:WHEN HOT WEATHER ' T300T�'D TREAD&RISERS i PITCH ANCHORING GROUT FOR SETTING REINFORCING BARS AND CONDITIONS EXIST THAT WOULD IMPARE QUALITY AND EXIST e a EXIST w/ARCHITECTURAL DWGS ANCHOR BOLTS.ALL HEADED BOLTS AND DEFORMED BARS STRENGTH OF CONCRETE, PLACE CONCRETE COMPLYING WITH TO REMAIN�� TO FIREMAN ACI 305.DO 3 DO 3 DO ��—� - ° SHALL BE SET A MINIMUM OF 12 BAR DIAMETERS rn rn �k- UNLESS OTHERWISE NOTED. NON-SHRINK CEMENTRIOUS 4 NOSE FINISHING FORMED SURFACES Z x O TYPICAL GROUT: FOR STRUCTURAL GROUTING OF COLUMN BASE. ROUGH-FORMED FINISH: PROVIDE AROUGH-FORMED FINISH DO DO DO SLAB ON GRADE SEMI-RIGID EPDXY JOINT FILLER.SHORE ON FORMED CONCRETE SURFACES NOT EXPOSED TO VIEW IN GRADE VARIES HARDNESS A80, D50 �) SEE SITE PLAN THE FINISHED WORK OR CONCEALED BY OTHER CONSTRUCTION. E 6' MIN. PROPORTIONING AND DESIGNING MIMES THIS IS THE CONCRETE SURFACE HAVING TEXTURE NEW X-BRACING(TYP) SUBMIT WRITTEN REPORTS FOR EACH PROPOSED MIX FOR IMPARTED BY FORM-FACING MATERIAL USED,WITH TIE U COMPACTED EACH CLASS OF CONCRETE AT LEAST 15 DAYS PRIOR TO HOLES AND DEFECTIVE AREAS REPAIRED AND PATCHED,AND F�•I {f4's 012"a�" STRUCT. FILL B"CONCRETE WALL START OF WORK. DESIGN MIXES TO)PROVIDE NORMAL FINS AND OTHER PROJECTIONS EXCEEDING 1/4 INCH IN REINF#4012 EN CTR WEIGHT CONCRETE AS FOLLOWS: 4000 PSI, HEIGHT RUBBED DOWN OR CHIPPED OFF. SMOOTH-FORMED of ROOF FRAMING PLAN TYPICAL ALL STAIR AND AIR-ENTRAINED,SIDEWALK AND EXTERIOR CONCRETE. FINISHED: PROVIDE A SMOOTH-FORM FINISH ON CONCRETE i/8" PLATFORM WALLS 3000 PSI, 28-DAY COMPRESSIVE STRENGTH; 'w 1'-0" SURFACES EXPOSED TO VIEW OR TO BE COVERED WITH A -2x4 KEY(CONT) WATER-CEMENT RATI0,0.50,AIR ENITRAINED,FOR GENERAL COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, OR A 1 USE.SLUMP LIMITS: PROPORTION AND DESIGN MIXES + COVERING MATERIAL APPLIED DIRECTLY TO CONCRETE,SUCH TO RESULT IN CONCRETE SLUMP AT POINT OF PLACEMENT AS FOLLOWS: RAMPS, SLABS,AND SLOPING AS WATERPROOFING, D SIMILAR VENEER PLASTER, (3){�4's CONT SIMILAR BOT ----- ---------------------_________ PAINTING, OR ANOTHER SYSTEM.THIS IS AN SURFACES: NOT MORE THAN 3 INCHES. REINFORCED AS-CAST CONCRETE SURFACE OBTAINED WITH SELECTED 6" 8°1 6" FOUNDATION SYSTEMS: NOT LESS THAN t INCH AND NOT MORE THAN 3 INCHES FORM-FACING .,ARRANGED IN A ORDERLY AND SYMMETRICAL MANNER WITH A MINIMUM OF SEAMS. SECTION 4 REPAIR AND PATCH DEFECTIVE AREAS WITH FINS AND OTHER PROJECTIONS COMPLETE REMOVED AND SMOOTHED. EXISTING BEAM SPLICE LOCATION. ROOF MEMBRANE EXACT LOCATION TO BE DETERMINED IN FIELD MONOLITHIC SLAB FINISHES SCRATCH FINISH:APPLY SCRATCH FINISH TO MONOLITHIC EXIST ROOF INSULE 2S SLAB SURFACES TO RECEIVE CONCRETE FLOOR TOPPING OR CUT AND REMOVE EXIST 3'-0" MORTAR SETTING BEDS FOR TILE,PORTLAND CEMENT EXIST ROOF DECK V-11 i 2' ROOFING,JOISTS AND BEAM TERRAZZO,AND OTHER BONDED APPLIED CEMENTITIOUS "0 PUDDLE WELD 012`oc I—L3x3xi/4 2-16 FINISH FLOORING MATERIAL FLOAT FINISH:APPLY FLOAT FINISH 0 ONOLITHIC SLAB FACES TO RECEIVE OWEL FINISH ___.�COM L4X3x1/4 WITH 5/8"0 EXIST ROOF FIELD LLD TO - OPENING STIRRUP ANO TO MOT ER FNIS ES ASKS SPECIFIED.TROWEL FFIINIISH:APPLY -------- ---------------- ------- ----"----- ANCHOR BOLTS 032"oc. PROVIDE ------- -------------------------------- -------------------- DECK _ EXPOSED - OVERSIZED HOLE IN ANGLE FOR EXIST IST L-3/4 w/ To a' 0" 8' 14NEU PS r4 -------- --- - -- UP A TROWEL FINISH TO MONOLITHIC SLAB SURFACES EXPO V j FIELD ADJUSTMENT. POSITION ANGLE ROOF JOIST 2-3/4"0 AB's TO VIEW AND SLAB SURFACES TO BE COVERED WITH - -- 12'CMU WALL o 4'-0'TO 6'-0' i6' /308 IN FINAL LOCATION AND TACK WELD - -- WASHER TO CLOSE OVERSIZED HOLE. 6'-0"TO 8'-0' 24" 1308 RESILIENT FLOORING,CARPET,CERAMIC OR QUARRY TILE, _ PAINT, OR ANOTHER THIN FILM-FINISH COATING SYSTEM.-- -- EXIST 26" L6x4x1/4 xt'-B'LG 1 p-- ;, 8'-0'TO 10'-0" 32' #4016 AFTER FLOATING,BEGIN FIRST TROWEL FINISH OPERATION !Zu ROOF JOIST w 2_3/4"0 AB's o NEW TABS WELDED - r 1� / TO EXIST JOIST • • 2-�6 USING APOWER-DRNEN TROWEL.BEGIN FINAL TROWELING EXIST W24 WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL y � 1 IS MOVED OVER SURFACE.CONSOLIDATE CONCRETE SURFACE F•1 BY FINAL HAND-TROWELING OPERATION, FREE OF TROWEL z x2x1/4 HORIz CMU LINTEL SCHEDULE MARKS, UNIFORM IN TEXTURE AND APPEARANCE,AND FINISH Q •/ (T, 3/16" - BRACE TYP ---- SURFACES TO TOLERANCES OF F(F) 35(FLOOR FLATNESS) --_ _ AND F(L) 25(FLOOR LEVELNESS) MEASURED ACCORDING TO A • • - - --2-#6's T&B NEW X-BRACING ASTM E1155(ASTM E1155M). GRIND SMOOTH ANY (� L2x2x1'4(SEE PLAN _ SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED CONTRACTOR SHALL PROVIDE AS REO'D I FOR LOCATION) 5'SDG REINF w/-\ 6"SOO REINF w/-�� FLOOR COVERING SYSTEM. NONSLIP BROOM FINISH:APPLY A Its TEMPORARY SHORING OF EXIST ( WALL REINF7032" /4's 012"EW CTR. ����7777 ROOF. EXPOSE EXIST COLUMN • • 6x6-W1.4xWt.4 WWF I NONSLIP BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS, y BASE PLATE&UNBOLT ANCHOR �9/ O25 STEPS,AND RAMPS,AND ELSEWHERE AS INDICATED. li BOLTS-- BOLT TYP CONCRETE CURING AND PROTECTION Q /_12"CMU WALL CURE CONCRETE IN ACCORDANCE WITH ACI 301 AND AS -� / DWG NR FOR SF SEE TYP L7CONCOTHERETE SURFACE REPAIRS > uu L _EXIST TS COL MATCH DOWELS w/ E SPECIFIED. < 10-4 MASONRY WALL SECTION CMU WALL REINF 0 • REF. FIN FL ELEV 0'-0" (4'-0"LONG) SECTION 2 z Z PATCHING DEFECTIVE AREAS: REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVING 1"=1-0" -1 �12"FND WALL W FOR REINF SEE FORMS,WHEN ACCEPTABLE TO ARCHITECT. MIX DRY-PACK 0. SAW CUT EXIST—, 5'SOG REINF w/ PREMOULDED JOINTS DETAIL 1 ON S-1 MORTAR, CONSISTING OF ONE PART PORTLAND CEMENT TO SLAB AS REO'D 6x6-W1.4xW1.4 WWF- FILLER -N 2-�PARTS FINE AGGREGATE PASSING A NO. 16 MESH O EXIST SLAB ELEV SIEVE, USING ONLY ENOUGH WATER AS REQUIRED FOR n m K SECTION S HANDLING AND PLACING. CUT OUT HONEYCOMBS, POCKETS, ' ` 1"=1'-0' -1 VOIDS OVER 1/4 INCH IN ANY DIMENSION,AND HOLES LEFT V M 2"f NON-SHRINK Y TOW ELEV -8" J BY TIE RODS AND BOLTS DOWN TO SOLID CONCRETE BUT IN W GROUT NO CASE TO A DEPTH LESS THAN 1 INCH. MAKE EDGES OF 7---------------------------- ----------------u'-�t----- CUTS PERPENDICULAR TO THE SURFACE THOROUGHLY CLEAN, I.r INDICATES FIG BELOW- DAMPEN WITH WATER,AND BRUSH-COAT THE AREA TO BE .—FDN WALL SAW CLOT&REMOVE EXISTING PATCHED WITH BONDING AGENT. PLACE PATCHING MORTAR Ir �i FOUNDATION WALL BEFORE BONDING AGENT DRIES. FOR SURFACES EXPOSED TO REVISIM 1 S VIEW, BLEND WHITE PORTLAND CEMENT AND STANDARD j __________ __ -_ - -- - -- - ---- -- - M SO THAT WHEN DRY PATCHING MORTAR H h % �-DRILL&EPDXY GROUT PORTLAND CEME s J NEW#5012"OUTSIDE WILL MATCH SURROUNDING COLOR. PROVIDE TEST AREAS AT REMOVE EXIST FOOTING- r 3/4'0 A307 CORNER BARS INCONSPICUOUS LOCATIONS TO VERIFY MIXTURE AND COLOR AB x18"LG • - r_. • MATCS BEFORE PROCEEDING WITH PATCHING. COMPACT (MATCH EXIST BOLT :::t MORTAR IN PLACE AND STRIKE-OFF SLIGHTLY HIGHER THAN HOLE CONfIG) .._ MEW E 1z"oc 6-/5's VERT SURROUNDING SURFACE. 4};+ _GRADE -- --- - I FOR PIER REINF ) -I SEE PIER PLAN I - ' j I - -� m EXIST TS - io - i COL ••u�a. REDJ EXIST BASE DETAIL 0. F> wv sr I INSULATION PLATE �, w.w• N wwlp oI A w�•w V _#5's x3'-6" LG "- 4" 012"oc TOP 2'-0' \_#3 TIES 0 12'oc 6—#4's CONT —6'SLAB w/ Ty1N of fs I� PIER (BEYOND) FDN WALL_ DETAIL 3 #4's 012'EW CTR s' AKENM1, 9FN BEARING STRATA MEDIUM a. 9FOALLc a TO DENSE INSITU GRANULAR No zn T MATERIAL OR COMPACTED GRAVEL aI NOTE: FOR INFORMATION NOT SHOWN HERE SEE SECTION 1 ON THIS SECTION 1 DRAWING. SECTION 71 e•Q-1 0 LIGHTING FIXTURE SCHEDULE "' ELECTRICAL SYMBOLS �$ �A AR MANUF. CATALOG # NO, LAMPS VOLTS MOUNT DESCRIPTION F CEILING FIXTURE OUTLET(LETTER DESIGNATES FIXTURE TYPE) SURFACE/ -0 B WALL FIXTURE OUTLET(LETTER DESIGNATES FIXTURE TYPE) A SIMKAR CH-22-32-B11-120 4 F32T8SP35 120 PENDANT O C FLUORESCENT FIXTURE(LETTER DESIGNATES FIXTURE TYPE) SURFACE/ B SIMKAR LN-22-32-H11-120-ELS 4 F32TBSP35 120 PENDANT PROVIDE EMERGENCY BATTERY BALLAST I(! /11a Qf EXIT LIGHT RN © CLOCK OUTLET HUBBELL 05253 BUZZER 6 LIGHT C BROAN #679 1 75A 120 SURFACE FAN LIGHT STAINLESS STEEL O iq aD SPECIAL OUTLET AS NOTED NHVII CDVEROFLDRENCE /E AC URF S D SIMKAR CH-2-32-B11-12O-ELS 2 F32TSSP35 120 SURF PROVIDE EMERGENCY BATTERY BALLAST A �p ® DUPLEX CONVENIENCE OUTLET HUBBE-L 05362 OR AS NOTED Nil (� ® ISOLATED GROUND OUTLET HUBBELL+IG 3362 E CHLORIDE S36LT12WV LAMP INCLUDED 12 EXIT SIGN WITH TWO<2> REMOTE HEADS m w e SINGLE CONVENIENCE OUTLET(TL INDICATES TWIST LOCH) HUBBELL 05351 (4[r ® DOUBLE DUPLEX OUTLET TWO(2) HLBBELL#5362 RECEPTACLES I' El CHLORIDE ST1212WG LAMP INCLUDED 12 WEATHERPROOF REMOTE EMERGENCY HEAD p +s JUNCTION BOX AFF S SINGLE POLE SWITCH HUBBELL 0HPLI221 PULL CORD SWITCH F PEACHTREE POMH-8150-C I MHI5O/C/U 120 RECESSED - SB DOUBLE POLE SWITCH HUBBELL#H&1222 CDSTAINL ESS STEEL V E R FLDRENCE Sa THREE WAY SWITCH HUBBELL#HBLI223 NATH9451OOO1 PULL G ABOL ATE ADIOOINC 12O GVT 1 IOOA 120 GOOSENECK LDS96VL GBA3GWTWL MOUNTING CORD u FOUR WAY SWITCH HUBBELL#HBL1224 ATM175MH120BRU SP SWITCH L PILOT LIGHT H ABOLITE Al2CSLRC72BLK 1 MH175/C/U 120 PENDANT REMOTE BALLAST RB2175MHI2O f=] LIGHTING OR POWER PANEL MOTOR OUTLET(NUMBER INDICATES HORSEPOWER) ® MOTOR STARTER EI' DISCONNECT SWITCH(UF INDICATES UNFUSED, RT INDICATES RAINTIGHT) A ® ARROW 6 HART#781O SERVICE SW I'CH OR AS NOTED HANDICAP TOILET R❑❑M ( TYPICAL) pT THERMOSTAT BATTERY OPERATED EMERGENCY LIGHTING Q REMOTE EMERGENCY LIGHT HEAD e WIRE IN OR 13N CEILING AND WALL la WIRE IN OR BELOW SLAB E.C. ELECTRICAL CONTRACTOR VP WEATHERPROOF O FIRE ALARM MANUAL STATION(h-FLUSH<S>-SURFACE W (TOP OF MANUAL STATION SHALL BE 48' AFF> �••� FIRE ALARM MASTER BOX-SURFACE MOUNTED, LOCAL ENERGY TYPE HORN B STROBE UNIT(r 77HERWISE)NOT DACE PANEL Al SCHEDULE CONNECTED LOAD,_ -HANDLE LOCKS PANEL A2 SCHEDULE CONNECTED LOAD, -HANDLE LOCKS (MOU120/208 VOLTS 30 4W MAINS 4O0A MILD 120/208 VOLTS 3tl 44 MAINS 4O0A MLO MINI HORN CONTACTOR SCHEDULE CKT CONNECTED LOAD CKT CKT CONNECTED LOAD CKT O ® SMOKE DETECTOR K DESCRIPTION BKR WATTS BKR DESCRIPTION KI NO DESCRIPTION BKR WATTS BKR DESCRIPTION K �..� ® FIXED TEMPERTURE HEAT DETECTOR'F INDICATES TEMPERTURE SETTING M P A B C M P P A H C M P © SPRINKLER RISER WATER FLOW SVI"CH ITEM CONTACTOR CIRCUIT 1 LIGHTING 20 1 20 I iGHT LIGHT LIGHTING 2 1 IGHTING 20 1 20 I IGHT LIGHT LIGHTING 2 44 120Y COIL DESTINATION 3 ESTRODM LIGHTING 20 1 20 1 CANOPY LIGHTING 3 ESTROOM LIGHTING 20 1 20 1 ANDPY LIGHTING 4 SPRINKLER SHUT O'F VALVE TAMPEP SWITCH 5 CONTACTOR CONTROL CKT 20 1 — 20 1 SIGN LIGHTING 6 5 CONTACTOR CONTROL CKT 20 1 20 1 SIGN LIGHTING 6 7 ESTROOM RECEPTACLES 20 1 20 1 C7F TOP SERVICE RECPT 8 7 ESTROOM RECEPTACLES 20 1 20 1 OOF TOP SERVICE RECPT 8 18 ® LOW PRESSURE SWITCH 9 BACK ROOM RECEPTACLE 20 1 20 1 TELEPHONE RECEPTACLE 10 9 BACK ROOM RECEPTACLE 20 1 20 1 TELEPHONE RECEPTACLE yam/, RETAIL 'AI' CIA- 4 POLE AI-4 11 SPARE 20 1 20 i SPARE 12 I1 SPARE 20 1 20 I SPARE 12 (S) WATER PROOF STROBE LIGHT CANOPY LIGHTING — l`®'L 13 SPARE 20 1 20 I SPARE 14 t3 SPARE 20 1 20 1 SPARE 14 REMOTE ANNUNCIATOR PANEL 15 SPARE 20 1 — 20 1 SPARE 16 15 SPARE 20 1 20 1 SPARE 16 AC FIRE ALARM CONTROL PANEL 17 MAIN TELEPHONE RECEPTACLE 20 I 20 1 TILITY ROOM RECEPTACLE IB 17 SPARE 20 1 20 t SPARE le ^ RETAIL 'a1' 19 IRE ALARM CONTROL PANEL 20 I 20 1 TILITY ROOM LIGHTING 20 19 SPARE 20 1 20 t SPARE 20 L^—J • GIB-4 POLE AI-6 DUCT SMOKE DETECTOR REMOTE RESET/TEST SWITCH SIGN LIGHTING 21 SPARE 20 1 20 1 SPARE 22 21 SPARE 20 1 20 I SPARE 22 --` ® DUCT TYPE SMOKE DETECTOR 23 SPARE 20 i 20 I SPARE 21 23 SPARE 20 1 20 1 SPARE 24 25 SPARE 20 1 20 t SPARE 26 25 SPARE 20 1 20 1 SPARE 26 ®S ANSUL SYSTEM 27 SPARE 20 1 20 1 SPARE 28 27 SPARE 20 1 20 I SPARE 26 MM ❑ RETAIL 'a2' C2A-4 POLE 42-4 29 SPARE 20 1 20 1 SPARE 30 W R REMOTE L E.D. INDICATOR CANOPY LIGHTING 29 SPARE 20 1 20 I SPARE 30 © 31 SPARE 20 1 20 1 SPARE 32 31$PORE 20 1 20 1 SPARE 32 MONITOR MODULE 33 SPARE 20 1 20 1 SPARE 34 33 SPARE 20 1 20 I SPARE 34 35 SPARE 20 t 20 1 SPARE 36 35 SPARE 20 l 20 1 ARE 36 © LOU7R0.MODULE RETAIL 'A2' 37 20 1 SPARE 38 37 20 1 SPARE 38 SIGN LIGHTING C2B- 4 POLE A2-6 39 HVAC-7 3 — 20 1 SPARE +0 39 VAC-2 0 3 20 1 SPARE 40 41 — 20 1 SPARE 42 41 29 I SPARE 42 TOTAL TOTAL \ u r1 ^ O 1�1 YORK 0712OZ TORT( N712OE ,— OR EQUAL 4N6O0MCM IN 4#6OOMCM IN OR EQUAL v`7 A 1-5 A 4' CONDUIT A 4' CONDUIT A2-5 PS TC 1 2 2 TC PS Al 4O0A 3P 4O0A 3P A2 FUSIBLE FUSIBLE 39-20a lP 39-20A 1P MAIN SERVICE MAIN SERVICE 1-200A 3P ENTRANCE ENTRANCE I-2OOA 3P CABINET CABINET 12O/2O8Y 12O/2O8V T r 1 30 4W 30 4V V Q GENFSE424 GEMFSE424 aQ AO Z 4O0A MLO 120A M_0 E"N 120/2O8V 12O/2O8V FIRE ALARM PLAN NOTES- 30 4W 30 4W RA 20' SURFACE RETAIL 'A1' RETAIL 'A2' 20' SURFACE 1. E.C. SHALL FURNISH AND INSTALL A COMPLETTE FIRE ALARM SYSTEM INCLUDING ALL PANELS, DEVICES, WIRING, MSSOC IaTED BOXES, I�H 1#1/O GND IN 141/0 CND IN CONDUITS, FITTINGS, CONNECTORS AND ALL NECESSARY MISCELLANEOUS O RETAIL'Al' A 1' CONDUIT A ]' CONDUIT RETAIL'A2' ITEMS FOR AN APPROVED FIRE ALARM INSTALLATION. llFFrl~~FNrr+++ TO THE DG = = TO THE AN 2. ALL EQUIPMENT AND [NSTALL THE PATER THE WATER AT IfkN METHODS SHALL BE APPROVED BY THE AN STEEL AND STEEL AND LOCAL FIRE DEPARTMENT DR THE AUTHORITY WAVING JURISDICTION. A SERVICE SERVICE 3. ALL WIRING SHALL BE PER THE MANUFACTURER REQUIREMENTS. �( 4#6O0MCM 4#6O0MCM 4. COLOR CODE PER THE LOCAL AUTHORITY REQUDREMENTS. IN A 4' CONDUIT IN A 4' CONDUIT TO THE PADMOUNT TO THE PADMOUNT 5. ALL SPLICES SHALL BE MADE ON SCREW TYPE TERMINAL BLOCKS. WIRENUTS TRANSFORMER THE ARE NOT ACCEPTABLE. z FIRE ALARM SYSTEM SCHEDULE 6. RED PAINTED TERMINAL CABINETS WITH HINGED LOCKABLE COVERS SHALL BE ADDRESS DEVICE LOCATION PROVIDED AT ALL JUNCTION POINTS. 0 AI-1 MANUAL PULL STATION MAIN ENTRANCE 7. SPRINKLER FLOW SWITCHES AND TAMPER SWITCHES SHALL BE FURNISHED BY AI-2 MANUAL PULL STATION REAR ENTRANCE SPRINKLER CONTRACTOR. TAMPER SWITCHES SHALL BE WIRED FOR TROUBLE. Al-3 HEAT DETECTOR VOMENS ROOM B. ACTUATION DF TAMPER SWITCHES SHALL NOT SOUND HORN STROBES. THIS 0 POWER RISER DIAGRAM A1-4 HEAT DETECTOR HENS ROOM ZONE SHALL BE SILENT. NOT TO SCALE Al-5 DUCT SMOKE DETECTOR ROOF TOP UNIT HVAC-1 Z AI-6 MONITOR MODULE FOR TAMPER SWITCH SPRINKLER ROOM 9. LOCATION OF TAMPER SWITCHES TO BE DETERMINED IN THE FIELD, Rai AI-7 MONITOR MODULE FOR FLOW SWITCH SPRINKLER ROOM 10. ANY FIRE ALARM DEVICE THAT IS ACTIVATED WILL SMUT DOWN HVAC-1 AND HVAC-2. A2-1 MANUAL PULL STATION MAIN ENTRANCE 11. PROVIDE GRAPHIC DRAWING OF THE BUILDING SHOWING ALL ADDRESSES IN A O A2-2 MANUAL PULL STATION REAR ENTRANCE FRAME NEXT TO THE FIRE ALARM ANNUCIATOR PANEL. A2-3 HEAT DETECTOR WOMENS ROOM 12. E.C. SHALL FURNISH AND INSTALL STEPPER COVERS ON ALL MANUAL PULL TI a A2-4 HEAT DETECTOR HENS ROOM STAONS AND ANSUL PULL STATIONS. A2-5 DUCT SMOKE DETECTOR ROOF TOP UNIT HVAC-2 13, HORN/STROBE UNITS(PER ADA) WITH MINIMUM LIGHT INTENSITY OF 75 CD A2-6 MONITOR MODULE FOR TAMPER SWITCH SPRINKLER ROOM AND A SOUND LEVEL OF 15dBA ABOVE AMBIEN4 VITH COIF 3 TEMPORAL A2-7 MONITOR MODULE FOR FLOW SWITCH SPRINKLER ROOHI PATTERN EVACUATION SIGNAL. 14. GAMEWELL #M-3492 LOCAL ENERGY MASTER BOX FLUSH MOUNTED WITH LIGHTNING MI-1 SNOCE DETECTOR UTILITY BOO+ ARRESTOR TYPE T-11,317A. M1-2 MONITOR MODULE FOR TAMPER SWITCH SPRINKLER RWM 15. 2• PVC (SCHEDULE 60) OR RIGID STEEL CONDUIT WITH ISMA CABLE PER MI-3 MONITOR MODULE FOR FLOW SWITCH SPRINKKLER BOON LOCAL FIRE DEPARTMENT SPECIFICATIONS. FIRE ALARM CONDUIT SHALL BE INSTALLED 18' ABOVE TELEPHONE CABLES. PROVIDE WEATHERHEAD AND FIRE ALARM TERMINAL BOX CLIFFORD NATBI006. 16. E.C. SHALL PROVIDE TWO(2) DEDICATED TELEPHONE LINES FOR THE DIGITAL DIALER. MIGVUIe i DNE <1) 4' CONDUIT ONE(1) 4' CONDUIT WITH A PULL STRING WITH A PULL STRING V G a 4 s 4'-0' BY 4'-0' BY 1 4'-0' BY 3/4' 4'-0' BY 3/4' RETAIL TELEPHONE L 'Al' RETAIL 'A2' 4'-0' BY 8'-0' BY 3/4' MAIN TELEPHONE ow.4#M AY. c�BACKBOARD BACKBOARD TELEPHONE tFca®•r: n.Ac (UTILITY ROOM) 4N14 IN 1/2'C (TYPICAL) DAYS RETAIL 'A2' M M '•L U>w�V+, evuw oA+e MtllD. Oi/)LA auu. MOI To r 6#14 IN 1/2•C �T.E.El K2) 4' CONDUITS 4#14 IN 1/2'C T TS S (TYPICAL) W TH POLL STRINGS TO (TYPICAL) 4#14 IN 1/2'C Awcwt#crro(ea. SEE TELEPHONE MANHOLE F F F F (TYPICAL) Al-1 AI-2 AI-3 AI-4 Ai-5 Al-6 Al-7 A2-1 A2-2 A2-3 A2-4 A2-5 A2-6 A2-7 MI-1 M1-2 M1-3 RETAIL Al'' M M HL L TELEPHONE SYSTEM RISER DIAGRAM � KNDx BE 2DECN(T�Pa IC�IN SEEBDx NOT TO SCALE SEE FIRE ALARM NOTE N14 NOTE #11 CONTROL PANEL WITH BUILT IN M K BATTERY PACK 2#10 IN AND DIGITAL _ I/2'C BELDEN #9581 IN DIALER'SEE SEE �+A�•anseeAt 1/2'C (TYPICAL) NOTE#16) NOTE#15 _Ep�1N OF J\ Al-19 E 1 A A. F9AR q FIRE ALARM SYSTEM RISER DIAGRAM NOT TO SCALE N#!ET rU'Ip#R A.E-1 All 4=�RJ POWER R TAI B II DIN•'A' PAN NOTES, 1. E.C. SHALL PROVIDE A 400 AMP FUSIBLE MAIN SERVICE . ENTRANCE CABINET, ptl�r��i1 PABMWUT TRANSFORMER O C C C H C C> C i i i I I LOADING LOADING PLATFORM PLATFORM MAIN TELEPHONE BACKBOARD AI-37 i 2N10 6 1MI OGND f IN A 1/2' CONDUIT RETAIL 'A1' PANEL '.. I ----- SEE PANEL RETAIL 'A2 i (TYPICAL) TELEPHONE 'AI' �� NOTE Nl •A2• ! TELEPHONE i yyc BACKBOARD B psi At (TYPICAL) j '� El,% El/ 6 HACK A2— 6 HL F —2 MEN M`'J -/ __ __. — __ _.. ARDF A — F—_ __ Al_20 MEN 3 ,� BO 22 i � I I _. _ _ r _. __ __ — __. __..._ .— _.. _ _•1 _ AI-10 AI-9 A � A2-10 L 8 — _- _.. _.. ._.. __ ._ __ __ __ __ __ _ __ E ._ .. _ E ® MI A2-9 M1-1 F GF F; 1¢ L A2-7 JTI LI TY _ — ¢ TS TS TS �ql_q ®A2 3 ( A Al-1 Al-2 B LMEN i L C 1 O w I� A2-I A2-2 egg '�^JV GFI �iMcl A i NL I� WOMEN r_ '� JA B NL /\ MI—2 AI 6 A2 6 A Al—7 I w FS S S I� M F (TYPICAL) STOk4GE FIC STORAGE { , (TYPICAL) ' I � � u MEN I� MI-3 AI-7 A2-7 ',•f F �� /A` q HVAC f .VAC g N@g t 3N3/0 a 1N6GNDIN A 2 3N3/0 a 106GND 208V 3N.. ___._. TOINH PANEL DU Al'LB TOI NN PANEL A"CB 200A 3P i 200AF RT ;i 200AF RT f I 250 V 250 V f e f i:GFI i ® i GFI At-5 f VP A YP At A2-8 i A A kkp e I B A A2 1 16/6 IN A �' - 16/6 IN A E � I/2' CONDUIT �i 1/2' CONDUIT I'D T 7 72' 72' T I( S f SALES AREA �! SALES AREA - SALES ARFk I Sa_ES AREA I f I A2-2 uZ ! 1 IIII i NL i El,, E 2N10 8 INIOGND M E'.. IN A 1/2' CONDUIT 1 W F r F q2-1 /// AI-4 VIAtA (TYPICAL) —L--� _ --• _ f CONT'Cl A �\ M K A EXISTING PLANTER At 6'CV.l B' �GG G G G G G F F - Q El E%I STING_ AN?Ee VIA CONT 'C28' P. F F CONTq'C2A' A2-6 VIA—�VH O ® ® ® ®� _.— __ -- ® � C - --- - C-- - - --- Oz D Z E O U � p4 POWER RETAI L BUI LDI NG 'A' PLAN LIGHTING RETAIL BUILDING ' A' PLAN SCALE: 1/8' = 1'-0' SCALE 1/8' =1-0' REN610N5 f q e e 1 DRA1W eY: uc .. . PECJID DY: DAD. DATE DRAIIN: Ol/1Vml DATE IMIED• OIR3/d JOD NtltR ee11 aro-ywTec�•e eex BG>EERY HEAL NOF M9 f/ J `i LR ENCE ER 03 oNnl e A.E-2 CANOPY LIGHTING RETAIL BUILDING 'H' PLAN NOTES I� 1. E.C. SHALL PROVIDE 2#10CIRCUIT 6 BREAKER IN A 1/EXISTING UB THE NEW TI AMP 1 L VII CIRCUIT BREAKER IN THE EXISTING AUBUCHON LIGHTING PANEL YIIA THE NEW 20 AMP 4 POLE ELECTRICALLY HELD .-. CIX'7ACTOR. LABEL CONTACTOR 'Cl' 2. E.C. SHALL PROVIIDE 2010 &I#IOGND IN A I/2' CONDUIT TO THE NEW 20 AMP 1 POLE CIRCUIT BREAKER IN THE EXISTING AUBUCHON LIGHTING PANEL VITA THE ME 20 AMP 4 PDLE ELECTRICALLY HELD Q PI CONTACTOR. LABEL CONTACTOR'C2'. v 3. E.C. SHALL PROVIIDE A TWO CHANNEL TIME CLOCK FOR THE AUBUCHON CANOPY LIGHTING. (70RK CAT471202 OR EQUAL' 4. E.C. SMALL PROVE IDE CIRCUIT TLINIOGNDBREAKER IN A 1/2' CONDUIT TO THE PHARMACYML IGHTION6 PANEL I VIARTHEENEWN2TOM^MX4 EXISTING BROOKS ELECTRICALLY HELIDCONTACTOR. LABEL CONTACTOR 'CI'. l V.aa 5. E.C. SHALL PROVIDE 2N10&INIOGND IN A 1/2' CONDUIT TO THE NEW 20 AMP 1 POLE CIRCU TT BREAKER IN THE EXISTING BROOKS PHARMACY LIGHTING",PANEL VIA THE NEW 20 AMP 4 POLE ELECTRICALLY HELDICONTALTOR. LABEL CONTACTOR 6. E.C. SHALL PROVE IDE A ITWONG CHANNEL TIME CLOCK FOR THE BROOKS PHARMACY CANOPY L-IC MTING. (TORK CATa71202 OR EQUAL) 0 1 L w xx - G - M� 3.I - a, as SEE ----- ------ --- - --- - o -T � C C NDTE NS SEE '_ {q � C NOTE a2 'CO !� / � --- � B r—, o V f71 r `� C C E L C E C NOT 111 — / \ r1 z W W p4 CANOPY LIGHTING RETAIL BUILDING 'H' PLAN x. SCALE: 1/8' a 0 0 U � p4 — LIGHTING FIXTURE SCHEDULE � 4ARX MANUF. CATALOG # NO. I LAMPS VOLTS MOUNT DESCRIPTION REvi9ioN9 A ABIX.ITE ADIOOINC120 GWT GOOSENECK LDS96WL GBA3GWT1TL 1 100A 120 MOUNTING ATM175MH120BR. B ABOLITE Al2CSLRC72BLK 1 MH175/C/U 120 PEN➢ANT REMOTE BALLAST RB2175MHI.0 C PEACHTREE POMH-6I50-C I MHI50/C/U 120 RECESSED DwdyM eY: ratc Cl!!J'.ED D* RAG. DdTE pRdd111A pVJY01 DATE Mqm: O1QJAa x.:ui: w•.r.m• .�w weEF dar�rtecTro aEdL aw�rfEaa eE4L / w R 0 P ��a�EH 3�Di a ET Nl@Ex