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BP-08660SITE TATI I IT LEGEND = 1, LOCUSAS LOT 11-9 AND A PORTION OF , LOT 11-10 SYMBOL ABtEV. DESCRIPTION, 'PLAT; 63, No', ' DARTMTH, _MA -NEW WOKNEW (DARK) ` ,. 2'0F , ZONING .LIMITED,INDUST IAL . EX EXISTING WORK. (L.IGHTj `MIN. AREA 43 �' 6 O a.f, g S SANITARY SEWER 3. SITE AREA 55 610 s.i`. D D STORM DRAIN W WATER SERVICE 4. MAXIMUM LOT COVERAGE _ 65% F F FIRE SERVICE PROPOSED IMPERVIOUS 'COVERAGE: , �'. PROPERTY LINE z. is COVERAGE: EWL 'LINE! OF , EDGE OF, WETLANDS z :Z 6UILDING-_ 9,724 a.f. � 1'7.5 %tu E.P. EDGE OF `PAVING ";' PAVING - 17 000 as. 3(J,5 % r,. :-;_ .,.ti: x. � ��:..., RIF'rRAP < s� � - , WALKS 710 5T. 1.3 /. -- x—x—x—X— CLF CHAit4 LINK FENCE .. , n t > a _�-177-_.. _._� EXISTING CONTOUR w TOTAL IMP. SURFACE = 27 434 a.f. 4.9.3 % 177 FINISH CONTOUR Lu , CCB CAFE COD BERM V ` ``" 5, BUILDING USE: P'CC PRECAST CONC. CURB ... ct3lu z ... AUTO ` REPAIR S'HOP _ 41662 ST. BIT CONC BITUMINOUS CONCRETE Z to . WAREHOUSE c STORAGE '= 4,862 6T. - BCC BITUMINOUS .CONCRETE 20.0 EXISTING _ SPOT GRADE,-,, 6, PARKING REQUIRED: + 20.0 FINISH SPOT GRADE TOTAL REQUIRED: ' �" M.H. NEW MANHOLE '(SMH=S�EWR,,MANHOLE( .' �1.1 'SPACES PER' 'EMPLOYEE77 O; _ .. M.H. EXISTING MANHOLE,—". ® C.B. NEW CATCH 'BASIN C.B. - EXISTING CATCH -BASIN co 4m 10 EMPLOYEES x 1.1 11 SPACES Sd F H FIRE HYDRANT TOTAL PROVIDED: _' 10 STANDARD ® G.V. GATE VALVE` AND CURB BOX' 1 ACCESSIBLE HDCP HANDICAP, SYMBOL(PARKIN3 5P'A'CE( < f— TRAFFIC FLOW DIRECTION- ' . 7. BUILDING _ SETBACKS: CTB CONCRETE THRUST BLC GK cq ,0 REQUIRED PROVIDED � HW HEADWALL. RIGHT OF WAY _ 50' S 0.64' WETLANDS PROP. LINE 25, 2'6� F.F,E. FINISH FLOOR ELEVATIOK,,=IRST -FLUOR] (5(I.E: INVERT. ELEVATION (SjSAR'!*rAP\Y �ETC 8. REQUIRED FRONTAGE _ 150} C.T.E. - CONNECT TO. EXISTING 9. MAXIMUM HEIGHT OF BUILDINGS _ 35' s GENERAL NOTES TOPOGRAPHIC INFORMATION IS' TAKEN FROM .THE DEFINITIVE SUBDIVISION DRAWINGS PREPARED ' BY GARCIA'= E!N,�INEERING, INC. ENTITLED "VENTURA MINI -PARK", REVISED 2-�;3 PROPERTY LINE INFORMATION WAS TAKEN FRAM ""`LAN BY t� OLDS BOSTON LAND SURVEY CO., INC. 2. CONTRACTOR -SHALL RETAIN THE SERVIGE5 OF Acq REGISTERED LAND SURVEYOR "TO LAYOUT` ON THE GROUND ALL NEW ELEMENTS OF WORK. THE NEW WORK S TO `8E " COMPLETED, MARKED, AND LAID OUT ON THE GRO`JND, REVIEWED AND APPROVED BY THE ENGINEER PRI�`R TO INSTALLATION. IF ANY WORK IS INSTALLED PRIOR TO THE rn � ABOVE REQUIREMENT BEING MET, AND IF . THE WORK IS NOT 0 I - CO SATISFACTORY IN LAYOUT TO THE ENGINEER CONTRACTOR ` r �- ,I 0 rn SHALL REPLACE THE WORK AT NO COST. m N 3. PRIOR TO ANY EXCAVATION, IN ADDITION TO "'DIG -SAFE', `S � NOTIFY APPROPRIATE UTILITY COMPANY, OR ,AUTHORITY TO w .. VERIFY EXACT DEPTH AND LOCATION OF . UNDERGROUND'S �+- }. UTILITIES. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE ONLY AND THE CONTRACTOR SHALL BE + CI4 RESPONSIBLE TO LOCATE AND PROTECT UTILITIE = IN THE 1 FIELD WHETHER OR NOT SHOWN ON THE DRAWL; =S• �.� �I SITE PREPARATION SHALL INCLUDE THE FOLLOWING: z 0 A. IN THE COURSE OF INSTALLING THE UNDERC=ROUND � UTILITIES, REMOVE ANY ABANDONED. FOUNDAI4N, UTILITY STRUCTURES, ETC., ENCOUNTERED WHICH �� CO RZ INTERFERE WITH THE UTILITY ;WORK. ALL flUCH p STRUCTURES SHALL BE COMPLETELY REMOV* D AND C� 0 SHALL BE BACKFILLED WITH GRAVEL 'COMPr CTED IN ell,' LIFTS TO 95% COMPACTION TO 6"' BELOW TfIE BOTTOM OF THE PIPE AND UTILITY._ .. B. IF DURING EXCAVATION THE TRENGH WIDTH EXCEEDS THE SUM OF THE PIPE 0,0, PLUS 2'-0", :PLACE 'AND COMPACT THE FILL TO 12" ABOVE THE PIPE AND RE- EXCAVATE TO REQUIRED GRADES.SO 5. ALL WORK RELATING TO THE CONSTRUCTION OF 61TE WORK AND UTILITIES INCLUDING CLEARING, GRUBBING, UILITY AND PAVING WORK SHALL BE INSTALLED, TESTED, AND INSPECTED IN COMPLETE ACCORDANCE WITH DARTMOUTH D.P.\�'. SPECS. DATED NOVEMBER 28, 1968 AND REVISED FEBRUARY 1983. INSPECTIONS AS REQUIRED BY THE'.D,P,W. ON THAT DOCUMENT SHALL APPLY TO WORK PERFORMED `ON THE WATt R SUPPLY SYSTEM AND SEWER CONNECTION. Q 6. DOMESTIC WATER SERVICE SHALL BE TYPF "IC'° S�?FT COPPER `L CL TUBING WITH COMPRESSION TYPE JOINT FITTINGS CONFORMING TO DARTMOUTH STANDARDS. 7, STORM DRAINS 12" AND OVER SHALL - 'BE ADVANCE_) DRAINAGE SYSTEMS, INC. N-12 SMOOTH INTERIOR, CORRUGATrD DRAINAGE PIPE WITH N'-12 FITTINGS AND COUPLINGS. I 8• SEWER PIPING AND STORM DRAINS 10" AND UNDER SHALL BE` MANVILLE ASTM D-3034 SDR-35 P,V.C. SEWER PIPS WITH PUSH -ON RUBBER RING JOINTS. 9. - GATE VALVES SHALL BE CAST.IRON BODY BRONZr "MOUNTED, 175 PSI, COMPLETE WITH ROAD BOX AND CONFORSPING IN EVERY RESPECT TO DARTMOUTH SPECS, 0 �. . " d q'Au H, PLANT LIST _J 0 OUAN. KEY COMMON NAME SIZE SPACING TREES Z 2 R RED" OAK 10", Or" ht, Z > _ 2 N NORWAY SPRUCE 10'-0" ht. Q 2 J ` JAPANESE DOGWOOD 1�}"_0ar. hi..` -' .. O'er c 1 I7 DOUGLAS FUR 10'-0" ht.' - 25 W WHITE PINE 10'-O"' ht, 8' O.C. o-+ (-Z Uu:! - SHRUBS c3 4- 20 BB BURNING BUSH 3' ht. 3' O,C, 20 BH BLUE HYDRANGEA 2-1/2' - 3' .,ht. 3' O,C. 140 AB ABORVITAE 3' ht. 2' O.C. W NOTES: �=-a TREES SHALL HAVE A MIN. 2" CALIPER AT ,� OI IT JOB No. 620001.0 " ABOVE GRADE. a'C, NO. AL nip LAN , m a C I E S F D -OLY UL SEALANT 1/2�� DEEP WL4 .WI4 rx6" WIRE ME HEAVY Y DUTY MANHOLE U U U � R TO PLAN FOR „ REFER A OVER, SET � .. R FRAME AND C RE iNFORCING 2 CLEAR -. 11 S SIDEWALK /2 BITUMINOUS WIDTH OF SID 3 1 FRAME IN FULL MORTAR_ rr : R VENTS 4 CAS IRON ENT T AV 2 C .. R PAVING C C E E ON 66 �- LE R N BB 2 - BED BA 0 #L S TL H I H 1 .,.NDEN Y T RU M FIN � t �T BROOM �1 P SM OOTH ; RUN INDEX LIG W!2 VI E 1 DEE RO D P D C,J, :TOOLS T T D ASKS ED IC FLOW { BOL ED AN G ) 4 BUILDING TRAFFIC INTERIOR T _ TC? R AR EVERY I LOCATE E ER EDGE Lu PERPENaICU. BOTH SIDES, L C TOOLED E STRIP ___ ROOF r of AND THRU 0 NOTED _PERPENDICULAR WISE NO R R N �" AND U UNLE SS ' OTH 5 0 O.0 _ �1 1 1I2 WEARING 'COURSE TO FLOW OF TR AFFIC CROSS SLOPE IN DIRECTION UE 11 ` FIN. GRADE i R �$ 2 BINDER COURSE DRA INAGE! AT 1!4_11/FOOT C2 z n .3 rl w T A � 8 ADJUST 0 .FINISH GRADE � z z z 4 +e • e' u O W t D ,w PRECAST GRADE l PREC S REINF G � t>J � Z RINGS OR 'SEWER BRICK , ct) w T A I ,, o !MORTAR JOIN LAY N _ U ri r > 1 8 r_ : 4 N fU U) 1 W x„ �. � MORTAR BED, ` PARGE !8 � CONT. _RE BAR .� FULL E � C o � _ , P M1. ,1 RAY L ,r... .. ._ . - MASS. S EC 03 G E t� 11 �- I F SEWER BRICK 24 DIA, , OUTS DE O SE Rt!J 8 2 :FROM BO O ' r. a, , ___ _., , _ RECLAIMED BORROW _:. -.r ,. BASE OR E U o 11 J 1 , J _ w 3 4 THICK MORTAR o / / C to ,t CONFORMING TO M1'11;0 PLACE Q a, _ , ,_.: �_ Q Q w SUITABLE STABLE o � UQ! �, IN 4 LIFTS -& COMPACT TO 95/. W SUBGRADE (n W FLAW - }(Tf:UDING & PROVIDE HAUNCH ON FLOW z Z ..... 318 NONE W z u..1 RESILIENT NON -BITUMINOUS N BITUMiNOUS BOTH SIDES OF WA LK 1.03,1 GRAVELWHEREn r - V' <t (� _ MASS, SPEC, MWALK 'DOES 8 T FO MEQ I LLE R _AS M R PRE _..__ OR RECLAIM ED BOR ROW BASE VERTICAL A T INLET FROM SH M I53 FUL L DEP TH H : NOT :,ABUT. VER IC 4 G S IRON NL NO. AA O 5U BGRADE _ COMPACTED1 1. PLACE ING TO M ,1 O FA- OR 'CURB GARAGE DRAIN _CONFORM '..GONG: SURFACE! q +� �+ x 1_ n SLAB. USE AT T /� At /� A IN CTIO� 3 0 {?F CQNCRETC ,, STANDARD � � i� ALL EXPANSION JOINTS IN 4 LIFTS & COMPACT TO 95! N.T.S. 1 T E 4" CAST IRON OUTLET (EXPANSION JTS. "30 O.C.) SS S TI hI ..��� FACTORY CAST OR FIELD CORE DRILLED PIPE PENETRATIONS CAULKED FLOW LINE r. OR MECHANICAL WATER ap e0 cnrn rn rn t ` S TON r 1 1-' iO�IG TUtJI�I$l. ..I TIGHT SEAL. FACTORY CAST NOWCORROSIVE c� 2 6 STEPS TO WITHIN 111 OF BOTTOM T T Q PRECAST REINFORCED ►� c9 CONC. BASE, RISER AND LEVEL BASE ON 61, MIN, CONCRETE SIDEWALK DETAIL TOP SECTIONS- H,20- ICRUSHED STONE NTS LOADING MFG. TO A.S.T,MO C-478 WITH O-RING _ JOINTS 615 511 41-014 Sir 611 ACCESS WAY VENT GASOLINE INTERCEPTOR DETAIL STRAIN RELIEF CORD WATERTIGHT LID N.T.S. RESERVED CONNECTOR W/ PADLOCK PARKING to DUAL WALL, CORRUGATED HOPE ACCESSWAY GALVANIZED METAL SIGN (R7-8) ---•— 9+�± FIN, GRADE 129.8f PAINTED & BOLTED TO TUBE ° ELECTRICAL DISCONNECT Lo GALVANIZED POWER/ALARM 2" SQUARE GC.) I CABLE O METAL TUBE PAINTED BLACK d- b UILD MH TO FIN. GRADE w/MIN. LEBARON # LA-246-24"DIA. Cl M.H. (� 24 WELL VENT # CORE CONTROL O J F (2) & MAX, OF (6) SEWER FRAME AND COVER SET IN F�J LL BED OF N N COMPARTMENT 8'RIGK. POINT UP INSIDE w/ 3/8'" MORTAR, COVER TO HAVE 1" 'SOLE Q O d GTE; ' BREATHER h%'ORTAR JOINTS. FINISH OUTSIDE IN CENTER, SIGN IS TO BE BLACK - 41' INLET � `>`+`,/ 314" THICK MORTAR. � ( _ � �-`-TOP OF GROUT 3r' BELOW RIP1 OF FRAME 6ACKGROUND WITH REFLECTING o N Lu T SYMBOL & TRIM LINE tt 2417 0 WHITE " CONC. TO BE MIN, © 1 O 611 OVER FLANGE QUICK DISCONNECT PLUG ALL LIFTING HOL--S IN PRECAST p o WITH NON -SHRINK GROL.T t7] � N , i FORGED ALUMINUM SAFETY Q WBALL VALVE STEPS 12" O.C. 2'-roll TRANSITION SECTION h 0 X FINISH GRADE `,,/ i>; M.H. SECTION Lo I1" REFER TO PLAN PRECAST REINF. CONC, � Z FOR MATERIAL ;_ _-._ _ __ I ' �_________..._ .___ , BASE & BARREL TO CONFORM TO Z - e* 1-1/4" DISCHARGE LINE CONSTRUCT INVERT w/ 811 SEWER ASTM C-478. SEAL JOINTS WITH C3 1-1/4t1 OUTLET I' MICK & 3/8" FLUSH MORTAR 1 1/4" MASTIC JOINT GASKET 41 V � tti I :rOINTS. CHANNEL TO BE FULL SIMILAR TO KENTSEAL #8 _ • E-.°_ IHIEIGHT OF PIPE ^ SEALING 2 O CHECK VALVE "'�� STAI JLESS CAST IN CBLAMP ONER BOOT & � � Z i + NSIDE. GROUT SLOPE 1/8!1 PER FOOT INLET INV. t. s, ( BETWEEN PIPE & BOOT U -J p C3? io ANTI -SIPHON VALVE lr .,. M U C� , �,, A;DD #4 RODS; 12 O.C. BOTH 1 H Vo!AYS IN ADDITION TO WWM 8 Z �y ALARM 511 51 00 00 r_. 11 FIBERGLASS -REINF. �. CJ (D In U 0 40 4 M,IN. 6 LAYERS OF 3/4"m CRUSHED 1- a PROVIDE PIP JOINT CR COUPLING � ON POLYESTER TANK I 4 0 E � 137.5 GAL CAPACITY S TONE FULL WIDTH OF EXCAVATION „ 3'-0" MAX. FROM M,H. U � 1p 29.51, _ 4 COMPACT TO 95 % PROCTOR ; 10110 CONCRETE : OFF II FILLED SONG TUBE r 5 POUR TOTAL OF 3 CU,YD. u 19 ,1511 r OF CONCRETE BALLAST STANDARD D MANHOLE DTAIL w f N j 4 N.T.S. U �r 3/4"0 CRUSHED<, k # LEVEL UNIT ON (2) ,4•irx6rl V STONE j PRESSURE TREATED SLEEPERS 61t — � 10"0 rr 58"m--- /� (� /� (� r /� /� p n [� 7'-Orly DIN. DETAIL O H /�11 V O l / O PARKING K I N SIG {'V LeBARON #LAG-246-24t C.I. GRINDER t '�//¢¢ DETAIL t FRAME & GRATE SET IN N,T.S, U LAP P: DETAIL FULL BED OF MORTAR N.T.S. REFER TO STD, PAVING DETAIL BUILD CB TO {=IN. GRADE PRECAST REINFORCED TOP w/ MIN. (2) & N)AX. (6) COURSES SLAB WITH "0" RING SEWER BRICK, POINT UP INSIDE �C w/ 3/8" MORTAR JOINTS. FIN. t OUTSIDE w/ 3/;4," THICK MORTAR .Q FORGED ALUMINUM Q � REFER TO DWGS FOR SAFETY STEPS - 12" O.C. Z SIDEWALK SURFACE PAINT ENTIRE SLOPED ALL LAYOUT DIMENSIONS -NOTED & WIDTH + lr +6" SURFACE YELLOW TO REVEAL FACE ARE TO THIS LINE SEAL w/ THIO`~OL OR EQUAL Q � 0 6 6u 1rr PRECAST REINF, CONC. MANHOLE SECTIONS TO Do t- 1211 OUTLET w/ b•eBARON #219-12 [— REFER TO STD. PAVING CONFORM TO ASTM C-478 41-011 OIL & GREASE TRAP ----- - : SECTION SEAL JOINTS w/ 1-1/411 SUMP W p _ MASTIC JOINT GASKET W �' roll SIMILAR TO KENTSEAL #8 J fl 6 a.. F O i ll 6 ko p z COAT ENTIRE OUTSIDE w/ 3 Q z T _ (2) COATS OF KOPPERS (- _ p a cv ? q __ BIT. WATERPROOFING Lu 1a S WALK_ 12 LAYER OF 3' f Y- LOAM & SEED OR n 4" TO CL Q �COA �cL REFER TOEPLANS ? 1-1l2"m CRUSHED STONE 0 O_ 1/211 DOWEL 1,,�/ iT�H f�'1�I� D�Tf''9 � I-z U> FIELD PRODUCTS CONC. '-' OIll 0- CURB SHALL BE 5000# N.T.S. (J) > 4 o) +611 +611 TRANSITION CURB+1/2" +1/2i1 -1/211-1/211 TRANSITION CURB:+611 +611 CONC. FILL & TOOL BUTT JOINTS WITH 3/8f1-1/2i1 C~J I F EDGE OF BITUMINOUS ) roll 711 6r1 611 CEMENT MORTAR LIA CONCRET E GUTTER ELEV,= 0" CONTINUOUS CURB OR POURED IN __.__ MASS, SPEC. M1,03,1 GRAVEL J d U 6'-011 MIN, 41-0" MIN, 6'-011 MIN, PLACE SIDEWALK SASE OR RECLAIMED BORROW EDGE AS CALLED CONFORMING TO M1,11.0 - PLACE JOB N0. 620001.0 FOR ON PLANS IN 411 LIFTS & COMPACT TO 95% DWG. NO. DETAIL OF HANDICAP (HP) RAMP. DETAIL OF PRECAST CONCRETE CURS N.T,S, N.T.S. , fi FRAM E . E REACTIONS C I PS T .. W 1 SEIS MEMBER LI I } WLI M E DL LL v=`Y -LEFT COL HQR - 0.3 2,3 . 2.4 22,5 14.4 LE FT COL V ETC E 15 281 14.9 3 ' RIGT -COL R -a 23 HQ 2.4 22. 5 6 2 _., u. R IGT COL V R _ e4 9 9 E 3 5 28l1 i ,0 2 100 _0 OUT/OUT 0UTS STEE L NQTE t :V CASES THE FOLLOWING LOAD }.. _ ❑ D COMBINAT_. .. _ ..LDING. _ x a WERE , _ 25 0 E E USED IN DESIGNING THE 25 0 , _ 25 0 5 0 A1, 2 ., SEE PLAN SEE PLAN SEE PLAN SEE PLAN .: �--- ---� CASE 1 t ' DL + ' LL T3F.. t + 3 3 TCASE 2 DL WL .., . 1 1 i 1 3g ,. 4 �JL 3 4 t + + 4 �} ,. 3 3 CASE 3 DL LL 3 ALL �.< $IDEWALL SIDEW L sTEE<. LINE srm LaaE CASE 4 t" DL + LL/2 CASE _5 0,67DL W 1 1 71� CA *-j SE 6 0 67DL SE ,. PdI . CASE 7 r DL + LL + S eSMIC _.D FACTOR THE FOUNDATION DESIGNER SH❑l_ o rcv c� ., AND Cf]MBINE .THE REACTI❑NS A.. REQUIRED, I m .� O B B B O M OrMc� tU q N 0 10 lix U U ce �LID I J n BASE PLATE TYPE A BASE PLATE TYPE B -- 7 7 4 ... ANCHOR BOLT : 3ii 2 8 ANCHOR BOLT J 3 2 2 11 2 s , .SIGN `CQNVENTIQN -,HT ,., a � V L TOT �. �.z. �. D HQRIZQNTAL POSITI E S }-� O VERTICALt POSITIVE IS UP O MOMENTt POSITIVE IS RIGHT HAND F` -E „ A a. +Ty . C ..< o E w o at , I 2 3ii .0 4 2 { I I o 1 ,312 H �L J 4 SID V LL . REFERENCE NOTES, t g to STEEL LNE , i o ¢ 1, ANCHOR BOLTS, NUTS, AND FL. t p o DD ] O N�- STEm Lm 10 3 WASHERS ARE NOT BY A & BUILDING (UT"" ��r SYSTEMS. 00 `a 2, ANCHOR BOLT DIAMETERS SHr N ARE tU BASED ON 'A307 STEEL UNLE NOTED i AND ASSUME THAT FOUNDATI .4 AND A ITS . ! LY 10 3 DEVELOPEOTHEMANCHORLBOL, FOR THE I 4 SLOPE WWN j AND l ,� ,; 3� REACTIONS GIVEN, EMBEDMI y t 914 32 22-10 9 1< O V# ,� O N a END ANCHORAGE BY FOUNDA" 1N N 2 p ENnwALL DESIGNER,. r •. cf) „ „ 3, THE BUILDING .MANUFACTURER ASSUMES w; _ A BASE PLATE TYPE C BASE. PLATE TYPE D �. � A 0 O NO RESPONSIBILITY OR LIAI ITY .' ' �' 'LAB ANCHOR BOLT ANCHOR BOLT FOR FOUNDATION, FLOOR, OR I, C -4uI o M O - DESIGN OR CONSTRUCTION, 16 4, FOUNDATION I) BE x THEDESIGN SHE 1 E , : DONE WITH DUE REGARD TO , B N_ 3 SPECIFIC SOIL CONDITIONS ESL Ni zK; 3 3 AT THE ACTUAL JOB SITE, � t 1 5. CONCRETE CONTRACTOR. IS TiLEN 2 31 4 2 CONCRETE FROM THREADS Of ALL g 1 2 3 4 5 ANCHOR BOLTS. ANCHOR BOLT PLAN '� 6! BASE PLATES MAY HAVE MDR HOLES w THAN ANCHOR BOLTS SHOWN )UE TO S 3 USE OF STANDARD BASE PLo S. t ... BOLTS ARE REQUIRED ONLY SHOWN STEEL LINE SEE PLAN SEE PLAN . ON ANCHOR BOLT PLAN, a CU x WIND 0 1_11 � 94 .i2 �- 10' 3' _ A ., ( STEEL LINE SLOPE DOW 3 I SIDEVALLZ�� '�' .?" a z T� �. n � S 4 TH �N o ;. Li CD I 1� .-.cv tnoo � rt PLAN i�QTICE Tb €�� )111_.I.I�.� �s _g,Olq AIL t r • �, n t, COPY t This G0 APPLICATION °F .�cu BASE PLATE TYPE FXOAL r. _ , , � CiOrSC �Ea�. N��sN� ��., � �k� CP 59- Cow ,ak t ° 1 , ° 1 w i Plan MastBe Kept On Sita EORREPRESENT E b a'� . ° o _ 2 ANCHOR BOLT o r�ECCri9. During Construction 4 Q �' ._ Date _._.,„� 3. '1 3, q K - ° • �-- ig ��'�° � c� r °' NCR Q SECTION B p o ;; WIND BRACING REACTIONS BASE PLATE TYPE c t LIVE LDAD (❑❑F) .! 30 PS��" G'��®Nc,��•�16� co2T�z �j ( INDICATES BR ACED BAY) ANCHOR BOLT LIVE LOAD (-RAME)., 30 P WIND LOAD 90.OQ� , Q Ee SNOW LOAD .................... 30,Q0 (ROOF) P ,, DESCRIPTION Vim` BY CKD! DEAD LOAD ..................... Smell AL ONLY _ COLLATERAL" LOAD ..!DB RSF >.., STEEL LINE - BUILDING CODE ........... MAS ` BLDG, CODE 6TH ED! : I a WIND i EXP "C' CO M1" STEEL LINE 8' 3' I f r�✓c� �vs ,�,,, K'iCa ✓' ANCHOR MOLT SCHEDULE - BOLTS BY OTHERS A & S BUILDING SYSTEMS M r.a u�oo SYMBOL. QUANTITY SIZE PROD I __j 40 -%' CARYVILLE, 7ENNESSEE ° ° A ° ° .1 K�_ _ 3.2K 16 0 m 1 o , -', o" T 1 -° , ° o - DESCRIPTION ANCHOR BOLT SETTING PLAN p ; Qa Q°' % 4 �;,Q° 13.5'K 14.4K 18 0j m 1� o t ° m SIZE RE FE RE NC E DR AWIN GS ( 3 REQ'D!) 8 0 2 CUSTOMER J. J. C AR DO SI , INC. / A PC AUTO ` } TYPICAL SECTION THRU BASE T SECTION A FIELD LOCATED WALK DOOR - PORTAL FRAME REACTIONS LOCATION N. D AR TM OU TH MA Ok INDICATES B 2ACED BAY) DRAWN 13Y , JOB NO. DWI -40! ISSUE CHECKED BY DATE SCALE ENGINEER! CRP R NONE 2%-10 39 Fl C` 1 � q� ,e' USE 1/2 X 1 1/4 H,T,B," AT ALL EAVE STRUT CONNECTIONS UNLESS 4 5 S O i 3 NOTED, 1 '2 3 4 ' 5 100 -0 25-0 2 -0 _ 5 25 0 - 25 0 25 -0 25-0 25_ 0 25 0 �Q = 4-11 0 LAP _► 8 - - 3- LAP 3 8 LAMP 2 5 LAp (TYP U N) 2-11 av \ / 5-0 16 -0 8-0 N /x\ , a OPEN TO 8'-0 FOR MASONRY r--- 3 CABLE 2-8 16-0 / \a Did SIDEWALL FRAMING ELEV AT COL, LINE "A " o 00 TZ 5 4 3 2 1 \ l 25-0 25-0 25-0 25-0 8 ¢ CABLE --- \\ // 3-8 LAP 2-5 LAP 3-8 LAP o \ / 2-11 �\ 0 N X N 5-9 16-0 3-10 \ k, `-- 3-6 BASE ANGLE TYP ERECTION NOTES USE (4)-1/2 X 1 C,P.M,B. AT PURLIN CLIP W/(2)-1/2 X 1 C.P,M,B, = #/Z X ! 12" SELF -DRILLING SCREWS ARE ROOF FRAMING PLAN AT EACH END OF LAP. TO BE USED FOR PANEL TO SUB -STEEL (RED IRON) CONNECTIONS, #14 X 7/8' a SELF -DRILLING LAPTEK SCREWS ARE TO BE USED FOR PANEL TO PANEL AND TRIM TO PANEL CONNECTIONS. CRooF 00LY) - USE (4)-1/2 X 1 C.P.M.B, T0147H OF DARROVITH -4klZ x 1'4' SEc.F-DRl"#J& 5U45,/5 `A4F To AT PURLIN CLIP. $E coo �RRECORD PLAN � To -aa -srerl SIDEWALL FRAMING ELEV AT COL. LINE " B " CR�a IRo►�) COn1NECTiO�s . /4 x 7/a3 COPY Of This Endorsed S�LP-D�iGci CAAT�KS 5CrEW5 ARr To 1� USEP roiZ 75WMTo PAWQ. AnlD 7 iM Tc STEEL LINE p'anM,ust Be Kept On Site 7'c.,jt4. do j1vEe_TionJg (9 AJAI-LS cOCY• During u Ii Date r B A USE ( ) 5/8 X 2' H,T. BOLTS A B WALL PANEL AT ALL E,W, RAFTER TO RAFTER M2 BASE ANGLE CONN. (TYP. U.N,) (FIELD CUT) _ A ` , Nor�cl� ro �u� r. 26-0 16-0 26-0 USE C > 5/8 X 1 1/2' H.T. BOLTS 26-0 16-0 26-0 RAMSET AppUC`MN OF 14 FOR �a�u calk 0 DOMI 5-9 3-10 3-6 16-0 (��'CJ Goan LO" CO, -:Or S� 5'i'1�-A1� S F�.c-r.lEa S,d.G, 5'T'R,tsi� s t7S.c ►.l C7 C TOP To P,m-Tor1) C To P To A077ZIM ENDWALL FRAMING ELEV AT COL, LINE p 1 " AT ALL E,W, COLUMN TO RAFTER CONN. (TYP, UX) M 5-9 16-0 3-10 3-6 (NOT BY A & S)� BASE TRIM voE ' K22A v C� TYPICAL SECTION THRU BASE �w 5-9 I i 16-0 3-10 I 3-6 BASE �NGLE �YP ( c� _ r'16-0 ENDWALL FRAMING ELEV AT COL, LINE " 5 " SSIONF� REV DATE DESCRIPTION CKD. ERECTION NOTE+ L INSTALLATION OF TEMPORARY ERECTION BRACING IS THE RESPONSIBILITY OF THE ERECTOR AND IS NOT PROVIDED BY THE BUILDING MANUFACTURER. zoAS BUILDING SYSTEMS CAMILLE, TENNESSEE DESCRIPTION ERECTION DRAWINGS SIZE RE FE RE NC E DR AWIN GS CUSTOMER J. J. C AR DO SI , INC. / A PC AUTO LOCATION N. D AR TM OU TH , MA DRAWN BY CHECKED BY DATE SCALE ENGINEER. JOB NO, DWG NIL TSSUE NONE 298-10 39 El OF Z j?� 3 --- - .-- -• . . . vu`1 L-117L- i O 155 � �'" ,� = 25-0i6 2-11 � 5 AT 5-0?6 2-il 5 AT 5-0?6 = 25-BIZ � 5-0 5-0 'L-' o �cu i I Ii C �� ' B cv z �� ��\ ¢a a \� B 0 m ' w A " NOTE: ►- NOTE: r- KICrCB�--- K16 K76 o FLANGE BRACE ONE SIDE c A FLANGE BRACE ONE SIDE C `�- K76-CB OF FRAME ONLY UNLESS w %0 OF FRAME ONLY UNLESS w o NOTED oc x '" NOTED z -.n c ¢ w ¢ ¢a� - ¢ x th U V O_ O V V a IU If7� C �..(U U�p cu 1(7 .+ (LJ O 0` cn N 10 OD cu %D I I FINISHED FLOOR FINISHED FLUOR —T I 10 1 60 -12 CLEAR -..-.• 10 �� 60 -1 � CLEAR I I I 1 i k 34-0 OUT OF STEEL TOIL BLDG � � � I 34-0 OUT OF STEEL TO 11 BLDG I I I F+ F 1 � I I I ( I L 68 -0 OUT TO OUT OF GIRTS 68 -0 OUT TO OUT OF - GIRTS tU I V 1- � .- i v i n i i .. i I f o n v ., o ^ I N i Po I CROSS SECTION CROSS SECTION 6 6 3' COLUMN LINES 2-4 (@ S/W 'D') COLUMN LINES 2-4 (@ S/W 'B') r ENDWAILL SHEETING ELEV AT COL. LINE a 5 " SPLICE BOLT TABLE SPLICE NO SIZE DEPTH A 20 - 0j X 3-3 B 12 - Oa X 1-6 SPLICE BOLT TABLE SPLICE NO SIZE :,EPTH A 20 - 0 X 2-3 B 12 - OR X 1-6 C014 NSTR0cT1® sec A16 0 C get 7�0 AMR NOTICE JO iwjUmLcLv--wLEj APPLICATION OF SEAL IS FOR METAL BUILDING ONLY AND M-3 �, a r x a HO REPRESENT THE SSI.NiAL I FRM,x ° _ OF RECARD, A Copy Of This Endorse Plan Must Do Kept On Site �� nMASSA During Construction F��.A Date 'JAN REV DATE DESCRIPT 'Fp Co. WALL PANEL ERECTION NOTEi CHANNF�L CSx11,5 1. ALL HIGHSTRENGTH BOLTS TO BE ` ) TIGHTENED BY THE `TURN OF THE NUT' METHOD, (SEE SPECIFICATION FOR STRUCTURAL JOINTS USING A325 —_ BOLTS) �cu A&S BUILDING SYSTEMS MASONRY CARYVILLE, TENNESSEE PANEL TRIM K713 DESCRIPTION ERECTION DRAWINGS (FIELD DRILL WEEP HOLES AT 48' O.C.) SIZE RE FE RE NC E DR AWIN GS SECTION THRU OPEN WALL CUSTOMER J. J. C AR DO SI , INC. / A PC AUTO LOCATION N. D AR TM OU TH , MA DRAWN BY CHECKED BY DATE SCALE ENGINEER. JOB NO. DWG NO, ISS? r_ NONE 298-10 39 E2 OFZ f 1 I , ' K7 CB K7, I 6 PB C • KT b K7 - b GB 12 i2 1 • ch 1 �o I i I •r 1 .r ` F I PANEL 3• 1i 1 I 'I N hcz i' 1 1 i h 1 1 i i I 1 • 1 1 1 I er 0 n N I i EL PANEL 1 3 P N E L ;1 .n .. �0 ... �o h h ` h .-. 1 h 1 1 .. .o 1 �c 1 1 %o 1 , , _ 9 2 0 3 _ PANEL 2 0 P AN 3, 6` j i 4 -1 3 76 ' ' 6 , Co i 34 -1 � 6 E ND1/ 1 A L L SHEET I N G ETING EL E V AT a COL. L LINE E 1 � _1 2 1 3 o 5 0 - 2 11 t 55 1 1 8 _ - ;F , ' 5 T 6 - A I _ 5 0 5 33 2 0 5 A T i6 �.t -5 N LL1 I• o 1l N e e _e B W z .-. , a N \ o 1 W z A NOT E. `. i- 2 0 In --- K7 6 PB , � 6 � FLANGE GE BRA BRACE ONE SIDE D E o A NOTE • f- 6- CB _-— - ., o.ONLY 1 �o o a OFFRAME U�----- N LESS NOTE D oc w s 1 t0 r, FLANGE ON E OF FRA ME N 0 LY UNLE 5 S s ,. , W '. B r--- , `ICJ' 6 _ �----r CB' � .� _. W W J Y ¢ W NOT NOTED d' w S Y , t'0 V .-1ep 0 J J W ap C� U f+7 ,8 N 1 N If) 0 1 .-{Ll N 1lXD 0 I .-. �D 00 N � 1v �D T %o Cl 1 1 1 i i FINISHED FLOGR r+ co 10 FINISHED FLOOR 60 1 � CLEAR 10 I i r L 60-1 CLEAR 1 L 34 -0 OUT pF _ STEEL �fp � BLD G rr `1 1 I , r t L 34 -' 0 OUT [IF STEEL L TO C B LDG <1 1 i I I L 68-0 OUT T p OUT OF , G IRT S I: 1 1 L 68 - OUT T T a p UT OF GI RT S tU 1 1 h 0 t •r' ,.. p .. 1 .:. t o h .r n .r N -a LL�n hco h: 1 i n h 1 'O i �O CROSS SECTION TID , COLUMN LINES 2 4 ce s /W D CR ASS SETIC N CTION COLUMN LINES'B') 6 J L6 2 4 C@ S/ W SPLICE BOLT TABLE SPLICE; NO SIZE DEPTH- :A 20 - oi X 3-3 B 12 - 09 X 1-6 SPLICE BOLT TABLE SPLICE NO SIZE DEPTH A 20 - oj X 3-3 B 12 - 09 X 1-6 END WALL SHEETING ELE V AT CAL `LINE 5 i &&N-?� , A . . . . . . . . . . . . . . .......... oil O"A vicszJei�w PHI - top: is Alf!" "OVA" 0 ". 11 i glow HE AVY AVY DUTY MANHOLE E _. ts _ a LY S U L FID WI .4 W I . 4 6 i t x 6 u W 1 RE M 5H �EALANT 1/2iDEEP R F ER TO � , L A N FOR R 'FR AME AND C 0 VE R . SET REINFORCI G 2!I CLEAR WIDTH 3 BITUMINOUSMINOU5FRAME IN FULLMORT R ; w IRON N` VENTS N_T' St2}4CAS BED LEBARON �LBB 2 �NDENTLY TH RUcoNcRETE PAVING RUN zNdEPr OOM FINISH TOOLED GJ1 DE (BOLTED GASKET D) FBUILDING, PROVIDE LIGHT BRINTERIOR CUf_ R TO TRAFFIC FLOW STRIP SIDES. LOCATE EVERY TOOLED EDGE AND THRU PERPENDI UNLESS OTHrRWISENOTED 5_0n O,CANDRUNPERPENQI PERPENDICULAR )-�/2 WEARING - .� PAFFIC FIN. GRAD OF :TRAFFIC W N aF r FLOW TIO , TO `t7IREC 0 1N SLOPE L CROSS COURSE R BINDER CO C B NDE 2 ii T 4 FOO _A T 11 ! DRAINAGE _Z 4 m e 8 " ADJUST U S TTOF INISH GRADE A DE z z Z 4u w! PRECAST RNF. GR DE uj 2 u E BRICK RI NGS 0R S E W R .-. A . AY I N _ T _ TA JO INT, L w R R J 11.1 s N N t i . _ _ PA RGE ._ 18 F LL MO RT AR BED 4 it �S _ r 4 A o DI . V 2 _ GRAVEL t� r .x . SPEC. M .03 t AS S E MASS. CONT. RE BAR f _ ; ._., _ . _. , ...,. to m C Or $ , _. R I K 3/ E BRICK _ _. E W R 8° � OUTSIDE O F S OU TS D ; V L� RROW t1.: A O 00 _ �__. RECLAIMED B J _ _ CLAI _. � R R i .., , _ BASE O E " BOTTOM � R 0 MORTAR O OM BO _ .._ THICK O 2 FR . __ w1 314 d ,. 8 �, 4 _..,_ Q Q w L o O PLACE ., _ TO 1,11. _ CONFORMING M ONFORM N ,. C U. �. T B . • TABLE S " SU ITABLE ' Si ___ T TO 9 . PAC to 4 LI FTS & CO MPACT �b L IN W cn u r 00 c _ FL GRADE FLOW Z- ... SUB � i] Z • E HAUNCH ON � a (u W PROVIDE <i r NON -EXTRUDING WALK RUD SIDES OF WA 3!8 NO N EXT `BOTH .:� } d- IN OUS RAVEL i IT M 1. 3,1 G 8 B U O E5 N N' DOES K S. SPEC. AL u 0 AS P ER W T N M WHERE RESILIENT T FROM RES IRON INLET F �-- TM 4 CAST I AS OW R BOR ROW O CAL. -ILL B VERTICAL RECLAIMED R LAI E ABUT EC NOT D . t` O R N FORME BASE DRAIN r n 'PRE GARAGE DR _ DEPTH e. 3 p EP I D ®N FULL CURB CT U R cu 3 F r= O T h y �/r��++ i5 ADE i SURFACE I N i� BGR PLACE SUR 'PAV O, AA�iHCr M 'COMPACTED SU CONFORMING TO M1.11.0 GONC TAN DA D N CO COh� ORM -.� �- SL AB. B U A T S i. . it 95 T OUTLET RET COMPACT O ONC OMP C OF C 4 LIFTS & C N,T.S. 4 AST IRON IN Li C E ALL EXPAN SION 0 N JO INTS NTS. FACTORY CA ST OR FI LD (` - N C3 P r �CT� DRILLED PIPE 34 O.C. ��05� CORE D I EXPANSION J TS, ) ( � FLOW ..LINE CAULKED E D c-===� PENETRATIONS C CO as CO rn OR MECH ANICAL WATER a� rn w 1 AL, CORROS VE cn TIGHT SE t_ rr FACTORY :CAST NON ­CORROSIVE co aC TION LONCaITUDINA L SEC � OF BOTTOM , STEPS TO WITHIN 1. T REINFORC ED PRECAST R 't ,r MIN. - LEVEL :BASE ON 6 ; CONC, BASE RISER AND CRUSHED STONE TOP SECTIONS- H.20 �+ONC RAT SI DAL,.K DE TAIL �- C _ LOADING MFG. TO A.S.T.M, NTS C 478 WITH O RING JOINTS 6" 5I 4'-Ou 5tr 6n G At r ACCESS WAY VENT GASOLINE INTERCEPTOR DETAIL WATERTIGHT LID N.T.S. STRAIN RELIEF CORD W/ .PADLOCK RESERVED CONNECTOR PARKING io � DUAL WALL, CORRUGATED = HDPE ACCESSWAY - 8 $ -T. `� �129.8t � I GALVANIZED METAL SIGN (R7 ) FIN. GRADE ---,�- . �-----`_.' ELECTRICAL PAINTED & BOLTED TO TUBE'- f�. DISCONNECTLo .. POWER/ALARM it GALVANIZED `' 2 SQUARE � s GABLE u. PAINTED BLACK METAL TUBE BUILD MH TO FIN, GRADE w/M'IN. LEBARON LA-246-24"DIA. (,I, M.H. !� 2110 WELL VENT CORE CONTROL C)F (2) & MAX. OF (6) SEWER FRAME AND COVER SET IN f`ULL BED OF �tVu COMPARTMENT'>RICK, POINT UP INSIDE w/ 3/8" MORTAR, COVER TO HAVE 1u -iOLE O BREATHER NaORTAR JOINTS. FINISH OUTSIDE IN CENTER. � 1 3/4" THICK MORTAR. --TOP OF GROUT 3" BELOW RAM OF FRAME O fl NOTE; 411 INLET SIGN IS TO BE BLACK BACKGROU ND WITH REFLECTING o N 24" ~ LINE ¢ +' TO BE MIN, PLUG ALL LIFTING HOt ES IN PRECAST p 0 , WHITE SYMBOL & TRIM CONC, QUICK DISCONNECT WITH NON -SHRINK GRO UT W O in (o 6" OVER FLANGE € ORGED ALUMINUM SAFETY f (� m Q �' C� -- BALL VALVE 0 TEPS 12" O.C, / f1 7C H 2'-$" TRANSITION SECTION tu GRADE _ BASE & BARREL TO CONFORM TO H PRECAST REINF. CONC. M,H. SECTION, V1 Z V' FINIS � Q REFER TO PLAN __ __._ _ . d ___ — _ tt DISCHARGE LINE ASTM-478. SEAL JOINTS- WITH I,co FOR MATERIAL t 1 1/4 'ONSTRUCT INVERT w/ 8" SEWER (RICK & 318" FLUSH MORTAR 1 1/4" MASTIC JOINT G a9KET W !} c 1-1/4" OUTLET y _ .JOINTS. CHANNEL TO BE FULL SIMILAR TO KENTSEAL. #8 > i-(EIGHT OF PIPE CAST IN RUBBER oaEAONG BOOT & .�.� , Z !� 2" i STAINLESS CLAMP ON F•. _ t0 o ' ' �- CHECK VALVE .•�''— INSIDE. GROUT. "~� ;.. b ;,LOPE 1/8" PER FOOT ._ BETWEEN PIPE & BOO":» `� C7 INLET INV. i ,.1.:. .. C) •� ANTI -SIPHON VALVE /ADD #4 RODS 12" O:C. BOTH If.NAYS IN :ADDITION TO WWM « � �� a ALARM 5 '� co0 � t,� C7 FIBERGLASS REINF, ., ��IN. b LAYERS OF 3l4i'� CRUSHED 4'-pri PROVIDE PIPE JOINT 4�R COUPLING � � 40" ON POLYESTER TANK $ EXCAVATION '-01' MAX. FROM M.H. 0 ..aTONE FULL WIDTH OF EXCAVA IO rr , '.� ' 137.5 GAL CAPACITY (,OMPACT TO 95 % PROCTOR 27" j OFF 10"m CONCRETE � ., POUR TOTAL OF 3 CU,YD, �A Cfl p D SONO TUBE FILLS 19rr ,r OF CONCRETE BALLAST STANDARD_-lIANHOL DETAIL w N.T.S. V -.. LEVEL UNIT ON (2) 4"x6t' 3/4"m CRUSHED i` r PRESSURE TREATED STONE SLEEPERS 10"m ) , -----�--s — 37nm 58"m 71_On'-' DIA. L@BARON #LAG-246-24® C.I. DETAILOF HANDICAPPED PARKIN G 5 I G FRAME & GRATE SET IN G R`I 1 V D E PUMP DETAIL. FULL Bhp OF MORTAR N.T.S.REFER TO STD. N.T.S. PAVING DETAIL _ _......_. BUILD CB TO FIN. GRADE PRECAST REINFORCED TOP w/ MIN. (2) & MAX. (6) COURSES SLAB WITH "Ou RING SEWER BRICK, POINT UP INSIDE �L w/ 3/8" MORT<,R JOINTS, FIN, OUTSIDE w/ ?,'4" THICK MORTAR Q FORGED ALUMINUM ' Q 2 — SAFETY STEPS - 12" O.C. Z � _ S REF)='R TO DWGS FOR WALK SURFACE PAINT ENTIRE SLOPED ALL LAYOUT DIMENSIONS NOTED S IDF _ g, WIDTH it ,6ic SURFACE YELLOW TO REVEAL FACE ARE TO THIS LINE SEAL w1 THIf COL OR EQUAL ,4L... 0 +6 6„ 1„ PRECAST REINF CONC. 2 MANHOLE SECTIONS TO " LeBARON 219-12 Ems- 2 12 OUTLET w! 4 REFER TO STD. PAVING CONFORM TO ASTM C-478 4'-O" OIL & GREASE TRAP Hi Q ' SECTION SEAL JOINTS w/ 1-1/4" SUMP 4 MASTIC JOINT GASKET > Q tll 6ir SIMILAR TO KENTSEAL #8 J cn z +—a �q 0 o 3 COAT ENTIRE OUTSIDE wt' COATS OF KOPPERS � Q Z G � . _ (21 N BIT. WATERPROOFING ctI T Z Q - f� ` 12r' LAYER OF TO 2 d N LOAM & SEED OR -. _....._ . C7 � l� S tjf CONC, SIDEWALK 1-1/2"�` CRUSHE:' STONE Q� H 5 REFER TO PLANS 1j � � H Q w v2" DOWEL CATCH BASIN DETAIL. orzu 0> FIELD PRODUCTS CONC. N.T,S. W ._3 > Q c� CURB SHALL BE 5000 `,n + ii + 1/2" +1/2" TRANSITION CURB+6" +6" __ ___.___._. __ __ o CONC, FILL & TOOL BUTT + 6 TRANSITION CURB 1/2" +1/2° + JOINTS WITH 3/8"-1/2" ~ 6r� 7�: 6,� CEMENT MORTAR _. 6„ EDGE OF BITUMINOUS TIER ELEV.- 0" ! 3 W GUTTER CONTINUOUS CURB OR .POURED IN � ____�,.Ma. _ -_ _._..�� � MASS. SPEC, M1.03.1 GRAVEL 4'-O" MIN, 6'-O" MIN. PLACE SIDEWALK SASE OR RECLAIMED BORROW JOB N0. 62000L0 rot -oil MIN. EDGE AS CALLED CONFORMING TO M1.11.0 - PLACE FOR ON PLANS IN 4" LIFTS & COMPACT TO 95: DWG. NO. OF HANDICAP HP RAMP DETAIL OF PR�CAT CONCRETE CURS D TS-2 N.T.S. N.T.S, 'POLYSULFI DE , ,Su I SEALANT 1 211 DEEP , WL4 Wi.4 6 x6n WIRE MESH HEAVYDUTY r 1 REFER TO A OR E PL N F - I' 2 CLEAR R U U REINFORCING ORC NG EI AME T R AND OVER. SE WIDT OF SIDEWALK 11 F G H L 3 1 BITUMINOUS /2 ' -;FRAM F E IN FULL MORTAR 4 R < 11 4 S R V GA O P .� T IRON ENTS R T VI CO C E E PAVING S N T BROQ M FINI H UI E LT G _ _ ( D n r 1 PRC7 � Q LEB RON' 66 1 D SMO OTH H A #LAB 2 C.J.DEEP 2 D C J E WI TOOLED , OO N IN DEPENDENTLY NDEPEND T F OW EN LY' T HR U L TRAFFIC T TC L AR O Nb U E=' E` O T A B L ED ND GASKET D E P F'i � E V RY H IDES LOCATE E E STRIP BOTH S L G TOOLS EDGE D �4t R E IOR OF , I . BUILDING ING UNLESS OTHERWISE NOTED 51_ 1, O.C.o,c, AND RUN PERPENDICULAR AND THR F _ I! U ROOF 1 F TRAFFIC' 1/2 WEARING' COURSE TO FLOW O U E CROSS SLOP N OF E I N DIRECTION i FIN. A 11 r N GRADE 2 BINDER 4 T B D R COURSE ------ DRAINAGE AT 1 IFOO R I c� fk - Z _ S T T 4tl ADJUST O FINIS H R A G DE • . .. ,Z Z I PRECAST REIN , GRADE o w O . -: as RINGS ' S 0A690, , OR EWER BRICK :. _ ch t� cn k1 .O . 0 TAR ` INT A' 8° 18 1M R JO L Y iN U rl _ _. .c o m NT AR _. .._._. .. _ .: .. a 3 I8 CO RE -BAR cv x _ tIJ _ , _ C#) F 4, - -- _ LL MORTA B ,, E . , [Li a.. r __ , r ' MASS, P' 1. SPEC, M 3.1 GRAVEL n 0 t: rt , 8 _,_ _.. 4 BOTTOM 2 DIA. FROM BOT O „ 2 � o _ _. z_ OUTSIDE F SE WER ER BRICK BASE 0R RECLAIMED D BORROW S W GK , E EC I E SO R W R L - W C3 f w/ -3 J /4 THICK ' r C MORTA R � J. CONFORMING TO ;�1,11.o PLACE! c 00 0 _ N f. _. SUITABLE STABLE d su Q w A IN,4 LIFTS ...:COMPACT TO 95! 5 GR DE UB HA N FLOW N w PROVIDE HAUNCH O W n P FLOW ` T DING & 3/ 8 N ON EX RU z I K c T SIDES OF WALK BOTH _ E5I L TENT NON -BITUMINOUS Rz w , A S EC. M 1.03.1 GRAVEL MA SS. P n _ A O _ H R W WALK D ES T W E E 8 M D FILLER ASTM Q c� PREF` OR E RECLAIMED BOR ROW S OR BASE!_s A NOT ABUT VERTICAL 1 FULL DEPTH t N O: �+ AS HO M 53 FU © 1 4 CAST $ T IRO INLET C N E FROM BGRADE _ F SU COMPACTED A O CONFORMING TO M1.11.0 PLACE ' CO NF RM N SURFACE OR -CURB S C AT CONC. .: T AB. USE �. .ONCRE E *SLAB. 0 F C GARAGE RAIN ` 1 G D 1 n , t STANDARD CHAR® PAVING _ T N P V G SE CTION ACT �N T T TO 95/ 3 0 JOI NTS IN 4 LIFTS & COMPACT ALL EXPANSION N.T.S„ -- k SIGN J TS. 3 C EXP A N ) n ST IRON OU TLET TLET R � S�CTiON 4 U FACTORY CAST OR FIELD GI+ CORED L _ P RI LED PIPE a FLOW LINE PENETRATIONS CAULKED �k E OR MECHANICAL A co co co ITUDINAL SCCTI N WATER ONG � rn T TIG A H SEAL. " - . , i t k► NON- - FACTORY CAST NON. CORROSIVE � �.. 2 6 .. ... ,� co Q 11 k , Cl STEPS TO WITHIN 12 OF BOTTOM A cc3 PREC ST REINFORCED r• C t _ON6 IN. 0 A L V E' A., M CONC. BASE, ', E L B C RISER AND CONCRETE �I�V�ILK DETAIL STONE TOP SECTIONS- t � CRUSHED .. 4H.20' NTS t p LOADING MFG. TO A.S.T.M, . , .x..• ,.<.,;a,,,, G 478 WITH 0-RING14 I T JO N S li b 1- rk 1t " 6 5 4 0 5 6 ACCESS WAY VENT 4 GASOLINE IN TERCEPTOR NT RCEPTOR DETAIL STRAIN RELIEF CORD .,.,_..,...,:., WATERTIGHT LID , RESERVE WI PADLOCK N.T.S. 'CONNECTOR PARKING to J DUAL WA T WALL, CORRUGATED GALVANIZED METAL SIGN (R7-8) --- g _ HDPE ACCESSWAY PAINTED & BOLTED TO TUBE FIN, GRADE _ 129.8f t\ , ELECTRICAL RICA DISCONNECT Lo 211 SQUARE GALVANIZED POWER/ALARM U METAL TUBE PAINTED BLACK CABLE _ 2"0 WELL VENT BUILD MH TO FIN. GRADE w/MIN. LEBARON # LA-246R24"DIA. C,I. M.H. CORE CONTROL OF (2) & MAX. OF (6) SEWER FRAME AND COVER SET IN FULL BED OF CN COMPARTMENT BRICK, POINT UP INSIDE w/ 3/811 MORTAR, COVER TO HAVE V HOLE " 0 04 " BREATHER MORTAR JOINTS. FINISH OUTSIDE IN CENTER. SIGN IS TO BE BLACK 4 INLET w/ 3/417 THICK MORTAR, BACKGROUND WITH REFLECTING O cv .—TOP OF GROUT 3'k pELOW RIM OF FRAME � p WHITE SYMBOL & TRIM LINE �t 2411 � H CONC. TO BE MIN. u- 1 G co F- roll OVER FLANGE l QUICK DISCONNECT PLUG ALL LIFTING HOLES IN PRECAST a 00 rn ' WITH NON-gH!cINK 'GROUT tt, Q � ch BALL FORGED ALUMINUM SAFETY Q d -L VALVE STEPS 12 O.C. '_ " - � � � . 2 6 TRANSITON SECTION � FINISH GRADE _ C.� w .. REFER TO PLAN J PRECAST REIN''7. CONC. M.H. SECTION, 4i � li �w- 9 FOR MATERIAL J._ .V _,_ .� ._.__ r _�_�� BASE & BARRL TO CONFORM TO Z, p Q s—1-1/4" DISCHARGE LINE CONSTRUCT INVERT w/ 811 SEWER ASTM C-478. SEAL JOINTS WITH C7 ` w, 1-1/41i OUTLET BRICK & 3/8" FLUSH MORTAR 1 1/411 MASTIC JOINT GASKET wco 211 > JOINTS. CHANNEL TO BE FULL, SIMILAR TO KENTSEAL #8 to O CHECK VALVE HEIGHT OF PIPE - CAST IN RUBL'ER SEALING BOOT & to x ----- Z z 1 s 1 t STAINLESS CLAMP ON INSIDE. GROUT I ) SLOPE 1/81 PER FOOT 1 : co = INLET INV. , BOOT r... BETWEEN -PIFt' .J'0 Cis F � I , —ANTI-SIPHON VALVE �..: � rn n e ADD 4 RO 1 "i- .... iJ r'--t—•-- ,,, j`° „ � D � DS 2 O.C.00BO H ALARM ) WAYS IN ADDITION TO WWM r 51L-0 0 t1 FIBERGLASS REINF. r� 40 i O N " r. rr V �`') ' CD to U1 t9 1 POLYESTER TANK MIN 6 LAYERS OF 5/4 0 CRUSHED 4 0 PROVIDE PIPE JOINT OR COUPLING to 11 137.5 AL CAPACITY STONE FULL WIDTH : OF EXCAVATION 31-0" MAX. Fri'') 29.5 f G C CITY !1 M M,H. w COMPACT TO 95 X PROCTOR " , 1k i0 m CONCRETE 27 OFF � FILLED SONO TUBE !- 1 POUR TOTAL OF 3 CU.YD. m " 1 19 n t OF ON R T C C E E BALLAST 15 � LA n TANDARDi ANHC�L� C7�T� . , W N.T.S. Y . :. 3/4110 CRUSHED 1 Iv I LEVEL UNIT ON 2 41lx6" STONE i h s I PRESSURE TREATED SLEEPERS 61r ` 10"m 37"m 5 8"m 71-011t DIA, SIGN DETAIL OF HANDICAPPED PARKING Le$ARON #LAG-246-24m C.I. FRAME & GRATE SET IN N,T.S, G R I (Y D R PUMP DETAIL FULL BED OF MORTAR N.T.S. REFER TO STD. PAVING DETAIL BUILT? CB TO FIN. GRADE PRECAST REINFORCED TOP w/ MI''• (2) & MAX. (6) COURSES SLAB WITH "011 RING SEWE'1` BRICK. POINT UP INSIDE w/ 3/rn "MORTAR JOINTS. FIN, OUTSI`�E w/ 3/411 THICK MORTAR 0_ d REFER TO DWGS FOR FORGED ALUMINUM ti SIDEWALK SURFACE SAFETY STEPS - 121, O.C. `• PAINT ENTIRE SLOPED Q S & WIDTH 11 SURFACE YELLOW p ALL LAYOUT DIMENSIONS NOTED +roll +6 TO REVEAL FACE ARE TO THIS LINE SEAL w/ THIOKOL OR EQUAL roll 1" PRECAST REINF. CONC, t>✓ MANHOLE SECTIONS TO �. Do E.- REFER TO STD. PAVING CONFORM TO ASTM C-478 H � [� SECTION SEAL JOINTS w/ 1-1/4 12" OU LET wf LeBARON #219-12 T 11 4'-011 OIL & GREASE TRAP z F- d w i ;.r:...f MASTIC JOINT CASKET SUMP Cn � Q a Q rl1 I 11 roll SIMILAR TO KENTSEAL #$ _p t Y O COAT ENTIRE OUTSIDE w/ 3 Z �? cv Z OQ LOAM & SEED OR .�_: (2} COATS OF KOPPERS i— � §-:' BIT. WATERPROOFING � � (a �p CONC. SIDEWALK ri ; 121t LA`'ER OF 3/4" TO ti C► d REFER TO PLANS _. .. 1-1/2f1® CRUSHED STONE ~Q }- Z) � to � � t-- .- tl 1/2 DOWEL FIELD PRODUCTS CONC, CATCHBASIN-DETAIL 1-- z v > Ili +roll -roll TRANSITION CURB-1/211 +1/211 +1/211 +1/211 TRANSITION CURB +611 +roll CURB SHALL T 5D00# N,T.S, r.�.._�.._.._.._ __ ___ _ ._ _ .____ _.__---_-�_ CONC. FILL & TOOL BUTT (Si pJ > Q c51 JOINTS WITH 3/811-1/211 EDGE OF BITUMINOUS �ik 711 roll " CEMENT MORTAR (~� —GUTTER ELEV,= 0t1 w CONCRETE CONTINUOUS CURB w OR POURED IN- '- " 41-011 MIN, 61-011 MIN. PLACE SIDEWALK MASS, SPEC. M1.03.1 GRAVEL ~ 0.0. 0 6 0 MIN. BASE OR RECLAIMED: BORROW 620001 Q EDGE AS CALLED CONFORMING TO M1.11.0 - PLACE JOB NO. FOR ON PLANS IN 4" LIFTS & COMPACT TO 95'/. DWG. N0. DETAIL OF HANDICAP (HP) RAMP p� /� tt N -per t�%TJ.L OF PRECAST CONCRETE E CUR N.T.S, N.T,S. 800 1VCALS & PRIMARY FUEL ;Furnace (hot air) - Fuel gas r propane), fuel oil, electricity, other (specify) -- el oil electricity, Boiler (heating)- Fuel .gas (natural or propane), fuel , , $', other (specify) HVAC (combined unit) - Primary fuel, natural gas, propane, electricity, other (specify) Air conditioning - (separate unit) None of the above to be provided Hot Water Gas Electric Fuel Oil Other goo SpRINK[XRS - FOR STRUCTURES OVER 7500 SQUARE FEET and certain multifamily residential Required, _plans provided, plans not provided, why? Y Not required, not to be installed, Why? ' c I 1000 REQUIRED OFF-STREET PARKING - for ZONING & Architectural Access — NOT ,APPLICABLE Building Department 7 Plannin Board Date submitted — Parking Plan submitted To g Number of spaces - indoors outside total provided H-ndicap spaces - required _ yes _no. If yes, how many as a pirt of the total required number. Is Route 6 (State Road) Entrance permit required? yes no If yes has it been issued yes no Submit copy of application and/or permit as soon as available. 1100 IDENTIFICATION (print or type except as noted) Vo �... ULrren t owner name f \\ AUTO V address hone # CFO Irp f corporation. officer in charge Architect] AIgineer -for ove _ 6/ompany name`�� w ress 'I Done number rtified by State of Massachusetts as (5—< 4 V I ertificatioa number 0 NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not reproductions. I i ArchitectjEngmeer - projrts psion and �v �� 4 ompany name �C�� ddress "Phone number A !�-:5 rtified by State of Massachusetts as (,erdfication number NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and noti reproductions. General Contractor (if H'-o'meeoowner, state homeowner here then complete section 1300) (/Company name iA rJAddress 11hone number 01 4Construction Supervisors license number co 0 [ NOTE Signatures and seals on all Glans, affidavits and other documents SHALL, BE originals and ncit reproductions. Ivi, il�f , o - P . 1200 FOR RESIDENTIAL REMODEL WORK ONLY Are you a Home Improvement Contractor subject to (780CMR - 6) ? Yes No _ If no go to next`, section'. Are you claiming exemption from the requirement? Yes _No _If yes, submit the required aff ilavitt Ren_odel contractor name leasePrint) Address Registration number (if none state "none") Phone number PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS'TO THE GUARANTEE' FUND! QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration One Ashburton Place - Room 1301 Boston, MA 02108 (617) 727-8598 Owners name (print) Signature Date 7 khe 300 OWNER SIGN - OFF 1, the undersigned, 4Lm the owner. of record or authorized lessee (provide documentation) and I have reviewed application herein submitted. I state that to the best of my knowledge and belief that the information provided in this application is true and correct and that the permit requested.be issued. Further I understand that the permit will expire in six months, from the date of issue, if no work is begun or six months after the last inspection if work has begun andthat the permit may be extended for six months if no work is anticipated if I request such an extension in writing. I understand that the permit may be extended only three times by written request. I understand that once the permit expires a new application may be required, including fees and current other requirements (including Zoning). j Name A(111P-0 ature The' bove signature is my voluntary act and is signed under the pains and penalties of perjury. late Who is authorized to pickup the permit at the Building Department? (Please print u�1 Address Phone 1400 HOMEOWNER E NYTION - ONE & TWO FAMILY ONLY FOR HOIME OWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 127.0, effective. July 1, 1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or structures, unless he or she is licensed in accords-ce with the rules and regulations promulgated by the BBRS enti!'ed R:.les and Regulations for Licensing Construction Supervisors. Exception: Any Home Owner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Home Owner engages a person(s) for hire to do such work ,that such Home Owner shall act as supervisor. For the purposes of this sectior. only, a "Home Owner" is defined as follows Person(s) who owns a parcel of land on which he; she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in two-year period shall not be considered a Home Owner. If you are applying under this section sign below: Signature Your signature carries certain responsibilities, including but not necessarily limited to, general liability NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see 2.15.2 of section 5) 1500 COST Cost of Improvement S i Items to be installed but not included in the above cost: Electrical S Plumbing HVAC Other TOTAL S 1 = Alteration of existing, no increase in gross square feet. A separate Refuse Disposal Declaration requuired. DemoUrtion - describe structure Number of dwelling units Number of bedrooms A separate Refuse Disposall Declaration u�d red - _ Moving - (Provide copy of D.P.W. moving license) Type of structure from where (platflot or address) to where (plat/lot or address) Number of dwelling units Number of bedrooms per dwelling unit = Re -roofing - (for existing only, is included in new construction) Number of square feet Number of layers already existing Number of layers when complete A separate disposal declaration REQUIRED = Replacement doors and windows - (for existing only) (only where doors and windows exist and will not be enlarged) EGRESS dimensions must be maintained. Enlarged or new windows in an existing dwelling w dl be considered as an Alteration, otherwise will be included in new construction. (see Code section 3401.10 for residential and Articl- 8 fG_ commercial) Temporary stricture - includes when allowed, trailers, tents and the like and only for limited periods cif time. Describe 500 CONSTRUCTION PLANS ..None submitted. Why? - V = Submitted, usually three sets required. Four sets for food service\uses. Number of sets submitted 600 SITE PLAN ❑ Not regnired, why? y� Submitted When? VPreviously, date With this application 700 iTTII,PTIF,S Water supply - required eyes _ no, public ? _ yes _ no, on site well? ,_ yes _ no, existing? _ yes _ no If required and not existing have necessary permits been issued? no _ yes, date (M.G.L. Chapter 40, section 54 provides that no building permit may be issued unless a water supply�, when required, is available. See Code 780 CMR section 114.1.2) Sewage disposal - required _ yes no, public sewer K yes _ no private septic - on -site _ yes _ no. Submit copy of permit as soon as available. = Woodstove - used (will require inspection prior to installation), new (provide manufact urers instructions). Location(s) (usi) 4" ;• Fireplace(s) - (includes flue) List location(s) = Game Court - describe (include overall dimensions) Tent, Trailer"(Mobile Home) or Other- describe 300 COMMERCIAL - PROPOSED PRQJEGTlUSE . INCLUDING THREE FAMILY OR MORE AND EXEMPT USES _ THIS SECTION NOT APPLICABLE (ne following descriptions are based on the Massachusetts State Building Code Article 3, Code) AS NOTED) (See the Assembly - restaurant, lounge, theater, school, etc. (see Code Section 302.0) Describe V� Qp . _ ,Business - office, assembly with less than"50 occupants -indicate Medical or other professional (see Code Section 303.0) _ ,Educational - structure for training including child day care for those over y 304.0) ears 9 months (see Code Section _ !Factory / Industrial (see Code Section 305.0) - High Hazard - (see Code Section 306.0) 4 = Institutional - hospital, nursing home, infant day care (see Code Section 307.0) Mercantile - retail stores (see Code 308.0) 4 Residential - three or more family, hotel (see Code Section 309.0) Storage - includes garages (see Code Section 309.0) = Utility & Miscellaneous Structures - includes tents and agricultural structures (see Code Section 311.0) New tenant for any of the above, indicate above (see Code Section 119.0 and Zoning By -taw section 35) ® Tent or Trailer - temporarypurpose? = Other Describe the proposal briefly, INCLUDE "under of dwelling also emoting condition eibng and bedrooms or ocenprant load as app b� 400 TYPE OF CONSTRUCTION OR WORK TO BE PERFORMED New Construction �9 and/or Addition -total gross square feet (For commercial only total gross cubic feet) indicate It will be considered new construction if there an increase m square footage alteration(s).in addition to any If project is an addition to existing structure - Total gross square feet of existing FOR COM1WMCI4L ONLY Will this project be subject to CONSTRUCTION CONTROL (over 35,000 cu.ft..) —yes see Code section 127.0).' Designer to submit Code Synopsis, No. (If yes Will this project require Peer review (over 400,000 cu.ft.) Yes No (see Code A APPLICANT TO PROVIDE PPendix I) The following section for official use only. INSPECTORS' REVIEW Date plan reviewed 30 days to review period expires -�OK to issue date v OK to issue subject to requested submittals (see project review worksheet) date = DENIED see project review worksheet date HOLD reason date HOLD Subject to Zoning Board of Appeals action Comments Inspectors signature F' Date i Applicant informed of above - Date time staff (fax, phone„ iin person) s:sssssssssss*s*sss*sssssssssssssssssssss:sssssssssssssisssssssssssssssssssssssssssssssssmssssssssacssssssss Over six months since approved for issue - DEEMED abandoned! Advise applicant. Hold 90 days for return then dispose if not picked up. Inspector Date= Advised applicant Date Time staff (by Phone, fax or in person) sss:s:sssss:sssssssssssssssssssssssssssssssss:ssssssssssssssssssss:sssssssssssssssssss:::sssss:�ssss*ssss � OFFICMINSPECTORS NOTES TOTAL FEE Gross area - new construction CO®® Total Sq. Ft. alteration Total Sq. Ft. Permit is issued to .� cX GY.r� _ =f''- I LWa r I U Comments/notes on permit 7-'S' 1600 TO THE APPLICANT/REFERRAI, AND APPROVAL Date of Application submission- r Plat Lot Street Aquifer Zone Owner Owner mail address Owner phone # 99 -2U-6 -s##iif#fff#ffi#ffi#x#fsii#s#ss#sissiif«ssiisifis#iiif#«###i«ifssiiss#fiffiifiiff#i#;i#######s«i«s##ifis## OTHER INVOLVED AGENCIES - The following agencies require separate jurisdictional �q P J Permits or approval Proposed project. CONTACT 771M FOR REOiJBtlrD PP ai for your LMil ONS. AX COLLECTOR — Approved Z HOLD By Date ❑ Board of Appeals _ Approved By /ApDate ❑ . Conservation Commission ; proved By �l - 1 (R Date t �l P.W. Water Approved By _.(!.,D.P.W. Sewer = Appr ed By Date ❑ D.P.W. Cross Connection "Approved By - Date ❑ Treasurer (Bond) ❑ Approved By Date ❑ D.P.W. Engineering _ Approved By Date -7 Board of Health (well) Approved By Date o Board of Health (septic) = Approved By Date ❑ Board of Health (food service) Approved By Date 103 Planning Board (parking) _ Approved By Date FIRE DISTRICT (I - II IIl) Approved By :sssss sss:::sss:::::sssss:sss issssss:::::sssss::sss::sss:::sssss::ss::::sssss:=::::ssssDate sss:sss:ss BUILDING DEPARTMENT APPROVAL: ❑ ZONING ❑ BUILDING INSPECTOR/BUILDING CONINUSSIONER ❑ CONTROL CONSTRUCTION AFFIDAVIT iiififfi##ffi#fi#ffti####sifffiif#ifff#f#ffffi#iff#fiff###ffi#ffi##i#ffiiff###fffif#f####if##ii###f##ffi PROJECT SUMMARY: new constrtlstionl alteration/demo sewage disposal - public private [Alter,add interior wails] [add rooms] [add footprint] water supply - publiciprivate well [pool] [garage/shed/deck] [game court] [food service) Describet�.`� i;#i#ffsi#:fi#fi#fii#isi#f##ifiifi#iiiff#iFff 'iif##i# #i#i#fi#fi#fi#### ifffiif#ifi##if##fii##ifiiififi#ff To the various departments: This notice has been forwarded to you for your information and any appropriate action. Should you have any questions please advise. If any reason to withhold the requested permit' is found, please advise. Your assistance and cooperation is appreciated. The Building. Department - Date sent for review "/ - BY InstroeSods •, The applicant shall complete this application to the best of their ability prior to submission, leaving no items, ®answered. The Department staff will be available during regular business homy to assist as necessary. N/A should be inser-tad for those sections which do not apply. A properly completed application will help avoid unnecessuy delays, Plasm FI&S fiaefie s t (for office use only) 13 FM ONLY Total Cost $ Received By Dame Ree'd��j`- l l Less Application Fee Total Permit Fee $ Permit # Issned Dame I 100 LOCATION OF PROJECT TOTAL LAND AREA SQUARE 117X, CURRENT ACCESSORS' PLAT LOT , ZONING DISTRICT L2�-Q40 OTHER ZONING OVERLAY DISTRICTS, if applicable °J NUMBER & STREET yT0941�_ ��- NEAREST CROSS STREET SUBDIVISION NAME & LOT # or BUSINESS NAME. PREVIOUS TENANT / OWNER 1 l 1 200 RESIDENTIAL - PROPOSED PROJECT - one & two family residence only = THIS SECTION NOT APPLICABLE - Single family number bedrooms number baths _ = Two family - number bedrooms unit 1 number. baths unit 1 number bedrooms unit 2 number baths unit 2 Accessory apartment Total gross sq. ft. Accessory structure: = Garage - detached - attached to dwelling, 'dimensions L C�JV Carport.. detached attached to dwelling, dimensions L 71W Shed -dimensions L W Deck - dimensions L W Gazebo - dimensions L R' Swimming pool above ground in -ground Size Chimney number of flues