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REVISED OFFICE & WAREHOUSE PLANY m iI _ -. ; s : i K n ... APT LMANTI® HER° OL'' REED ROAD PROPERTIES C58 REED ROAD i)ARI'IM "iTH, MA. 0274.7 LOCUS, SOUTHEA''TERN PORTION OE ASSESSORS M,1,' 51 LOT 5-4 & 5-5 SHEET NMER PLAN TITLE TITLE SHEET 1 EXISTING CONDITIONS FLAN 2 SITE LAYOUT PLAN 3 GRADING &'UTILITIES PI :kN 4 LANDSCAPE PLAN 5 LIGHTING PLAN 6 DETAILS-1 7 DETAILS-2 6 EROSION CONTROL PLA10' GENERAL ES: 1. ALL CONSTRUCTION SHALL COMPLY WITH THE TC,^N OF DARTMOUTH DEPARTMENT OF PUBLIC WORKS CONSTRUCTION SPECIFICATIONS LATEST REVISION. 2. SHOP DRAWING SHALL BE SUBMITTED FOR ALL ITILITY CONSTRUCTION MATERIALS INCLUDING SEWER, WA'ER AND DRAIN. 3. A PRE-CONTRUCTION MEETING SHALL BE HELD Y THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY TIUTY CONSTRUCTION, 4. ENGINEERING INSPECTION FEES ARE TO BE CALC.-LATED AND PAID PRIOR TO ANY SITE WORK BEING STAFTED. 5. AS -BUILT PLANS WILL BE REQUIRED PRIOR TO AVY SIGN OFFS OR ACCEPTANCE. m CIVIL ENGINEERING-1AND SURVEYING -ENVIRONMENTAL ASSESSMENT P.O. BOX 108A 350 BEDFORD STREET; LAKEVILLE .VIA 02347 TEL: 508.94?.0050 FAX: 506.947.200r. 10 A13 �23 C2 \_ / A21 I X 872q LOT 1B / A19 A20 / X 86,49 l X B].11 1 , \ 4 AT6\ 'AIR 86,31 \ X 87.!4: A17 8561 I. x 86.68 �\ X \2S, x / eLi-F�44I `P X 86.8i x 86.54 \ X 86,44 \ X 86, 52 x 86.65 x 86,0 \\ X8369� / \ \ x 86.77 x 8746 10, BENCHMARK \ X BE]4 / SPIKE SET 87 / X 86,77A / x 86.62 ,� / k 87,2. x R7.56 x 8711 \ X 86.64 , i r TP-FS X eJ 32 x 86B6/ /� x 87.43 x BGJS � x 8740 / _- TP-F x86.73 (�� IT m / X 07,08 /X 9k9.88 \ x 8Ef87-p/ -Fa X 87.10 X 87,30 X x P6OF x 8g.51 e.,.aa L a5 III"`iilltl--"'III x 3773 x IH � xeS�6 d�� ti x67.27 x 86.69�s � � x 61741 i. 6Y 1 X 87,58 x 6&69 x 87.49 X 87,70 8?"DH N 18'22'21" E 131 5 —'— x 87.S7 u -8i.76 x 9757/ 0"E i --- REED (PUBLIC- VARIABLE WIDTHY ROAD w _ W— W EXIST. HYDRANT yZ 9 0,--�y20' y40' 1m'�� $(;ALE —oH a ,7u/1e sFPSR4TE %AN SETS Issum JAG 0.' 4 1/22/18 pGH11NG PUN upimm aan e.. TO COMMENTS NOTES:. 1. LOCUS IS A PORTION OF ASSESSORS MAP 61 LOT54A5-6 2, THE LOT LINES SHORN HEREON GO NOT CURREN2 LY EXIST AND ARE TO BE CREATED BY AN APPROVAL NOT REQUIRED PLAN AFTER SITE PLAN APPROVAL IS OBTAINED 3. TOPOGRAPHY AND DETAIL LOCATIONS SHOWN Ara BASED ON FIELD SURVEY IN AUGUST 2017. 4, VERTICAL DATUM SHOPM IS ASSUMED. BENCHMARK IS EXISTING SPIKE SET AT ELEVATION 87.19. 3.WETLANDS LOCATIONS SHOWN ARE BASED ON AI)ELINEATION APPROVED BY DARTMOUTH CONSERVATION COMMISSION. SOIL. DATA• >P-1sro>P-rs 611E 9/21/11 PEBfp m W. EVNI WATEDN, PRIME mHow,, INC. IW Nom W. CWRfNE1' mNDA 1RMN OF WRIMOUM Bki REV. (RE7 P-E INCHES) ELM. DEPTH m.. GOMM 0.50F22'4 (RFT) TP-F7 Ql;clEs) HET) TP-P0 (NcHEs) �,0 p7.20�oi rcFl56L 12 /2 12rc IU 5/6 R B070M 24 m J OF PERC GISL42°OF PEKE CIm l; 2SC6,y/6 12 ED0 2"../2 22 6/4 Np MOTTLING ENCOUS UNTERED NO MOTIlING ENCOUNTERED NO MOTTLING ENCOUNTERED NO WATER ENCOUNTERED WATER ENCOUNTERED O GOT. NO WATER ENCOUNTERED ESTIMATED SFASOML HIGH ESTIMATED SEASOML HIGH >3'IIMATEO SEAWMl- HIGH GROUNDWATER ELEV. MINUTE GROUNDWATER ED.. =76.0 GROUNDWATER ELEV. =77.20 76.50 PERC RAZE = 1° IN 2 M,ISN DEPTH OF PERC = 30 IND DEPTH OF PM = 24'-42' IES PERC RATE = 1' IN <2 MINUTES MNG TIRE EXISTING CONDITIONS PLAN° = 20 M JEGT PROPOSED WAREHOUSE AND OFFICE BUILDING DEC 19207 � ""'�"� MI MM9 DARTMOUTH, MASSACHUSETTS DRAWN fly..'" NT DJLS ' � go -a° OLD REED ROAD PROPERTIES, LLC. DEVI RJR I ,.I�`.�=4xt jj MAO SUW"NG m BmMS) n RJR ..•.-• 1 OF 8 ENNROA4 WAL IA1'61'WIE M4 02]34 ASSES$MENF PRIME E GINEERING >Ee: soesM>:aysD "P> �+ PR0'ImT 6D FAM `wW.9472004 RJR 1271-04-01 GAFMOGSWAII mM Imdllumas ,�T19M"9�Imepu^ - Dq 6 %- Cmtlm NOTES. 1, ALLCURBI NO TO BE PRECAST CONCRL TE AS SHOWN ON THEDETAIL SHEET 2, ALL STRIPING SHALL BE EPDXY OR TILL RMOPLASTIC PAIM 3. ALL UNPAVED AREAS ARE TO BE LOAMED AND SEEDED UNLESS SHOWN OTHERWISE. REED (PUBLIC - VARIABLE WIDTH) ROAD 0 20�40' 5� LOT 1 B OFFICEM/AREHOUSE - ZONING SUMMARY ZONING: LIMITED INDUSTRIAL CRITERIA REQUIRE) PROVIDED MIN. FRONTAGE MIN. LOT AREA 150, 150.0' 43.5608 .F. 12T,460 S.F. MAX %IMPERVIOUS (AQUIFER) MIN. FRONT YARD SETBACK 10% 9S9% MIN, REAR YARD SETBACK 50 - 89.2 MIN. SIDE YARD SETBACK 25' OVER IW25' . MIN. NUMBER OF PARKING NG SPACES WAREHOUSE=0 OFFICE: 1250 SF=E Is EMPLOYEES:).' MIN. HANDICAP SPACES 1 1 E VED PARKING AREA LOTIB-OFFICE/ WAREHOUSE PARKING AREA SCALE. 1"=40' - LANDSCAPING SURROUNDING PAVED AREA PAVEDPARKINGAREA X100=%BAN LISCARED 5,453 S.F. 100 =46%LANDSCAPED L0%REQUIRED) 11, 65 SE ORAWNG SITE LAYOUT PLAN sDArF: iPoxsE TO OONMExrs yqp DAlE a &�KmO IPaxsE m WMMEMS 440 RIR PROPOSED WAREHOUSE AND OFFICE BUILDING DEC.t9, 2un °. -X 'AwTE RAW sm ISSUED J1C RR DARTMOUTH, MASSACHUSERS DRNRN a: � � qwF RING PLW UPDATE PONSE ro WMMFJRS ENT SW- 984, �pdOC WR OLD REED ROAD PROPERTIES, LLC. OESIONED +ary JRG I JM ROUSE TO COMMENTS JM I RJR 'CM' �G - P.R BO.Y IP98 CHECNm :T. SIIEI:T PaxsE ro couuERls sxL i) RJR 'tMro SYJRIk1vJD 0 n RJR 2 OF 8 oEscaPnoN Br II aRP �K PRI4EG�l.ZNEER:lN:G - IM9f�7a75'p RPPROVm �` INKMEOT xo. Fm. 5OR947.2lXI4 RJF. 1271-04-01 k\Rp,S•IS\OWOAtlllx\xC mtl ,mE\bmpen\aL!'�R\I II - 13 M s YnNww - CwMia �23 �22 n / A21 o y LOT 1 B / 0 O - A19 - Azo 3'X 3'CRUSHE srp/ryE 15\ r //A \ 12"JtCP .� 4 A16A AIR \ / 1 ] �•• i ,�z:..u■■■�■� 85.8 ■I i / 09 10' MI A BOB x PROPOSED 4,250 S.F. WAREHOUSE FSG = 8Bw 'INV. OUR =8],W VORTSENTYHYSSC SEE DETAIL SHEET RI PROPOSED 1,250 S.F. OFFICE FIN. FLOOR= 90.50 89X60 1'90.` 10 90.0 TP F jjj I /X RC188 X �X 89.60 % x 86.�6 9.90 - 85.9 1 I \ \ x 86,48 X 9717 EMERGENCYSPILLWAY ELEVATION So B85 ■ OOL BOTTOM 85.0 85.0 ■ ■ x 86,68 ■ ■ LIMIT OF WORK, TYP. ■ / x 8681 X 86,54 X 95 CLEAN OUT J / 2 CULTEC /2WKL BEN IRS DREVEN 220XLHD RECHARGERS SEE DETAIL SPIKE SE ELV.-0]. / X 6GJTA / X 86.64 / X S732 PROP. 1500GALSEPTIC TANK x 8 -UGNBING WITHIN LAYOUT TO BE SLOPED GRANITE, TYP. �z1' COPPER DOMESTIC WATER / SERVICE X 8710 X 8720 -PROP. D BOX PROP. 29X 30' LEACHING BED 6-PVC OVERFLOW PIPE INV.=872 LAST LENGTH TO BE CAST IRON � 87 86.6E `. .3 66.18 � BF45 1DT 1R ENTRANCE sore W" DEAAI NOT TO SCALE 7' 2' 010% CATCH SLOPE 7 - BASIN 10X SLOPE REED ROAD GRATE GUR rER LINE HIGH POINT 87.30 SEG➢DH A -A T7`RRAN(:E QM NOT TO SCALE DIKE FLARED ENO 860 M OL SPILLWAY 36.1 85.0 88.1 GmeG¢cGove E EV. 88.5 O FLARED END . 2CHUMe GM SEMS OF R41N GAMEN NOT TO SCALE R 0553 X 8].87 is ST _x 6],5�r CLEAN OlR PROP. CURB STOP WITHIN STREET I PROUD iPHDPE / A IL PROP. LEACH FIELD VENT / P.= PUBLC 1AR LE WIDTH RQ/�� pROP.THREE RECHARGERb '330XLHD BE - BOTTOM @ ELEVATION BILSO HOH Y OH OHS PROP. WATER TAP WITH w` w SADDLE AND CORPORATION ---OF CB TOP (SEE DETAIL SHEET) FSG =88.Bfi / INV.=05.25 NOTES: SIGNDRAIOFFS OR PRIOR TO ANY WITH THE STORMWATER POLLUTION TEMPORARY DIVERSION SWALES AND 14. THE POST DEVELOPMENT OPERATION SIGN OFFS OR ACCEPTANCE. PREVENTION PLAN SEDIMENT BASINS SHALL BE PROVIDED AS AND MAINTENANCE PLAN MUST BE 1. ALL CONSTRUCTION SHALL COMPLY WITH NECESSARY. INCLUDED IN THE FINAL CONSTRUCTION THE TOM OF WORKS MOUTHU TIAN ENT 5. HELD WITH THE DEPARTION TMENT MEETING SHALLBEe. SHOWNTOPOGARE EBPHY AE DETAIL AFIELD SURVEY DOCUMENTS- PLANS AND TECHNICAL IXNMNG TRIE OF PUBLIC WORKSTEST REVISION, HELDSANDTHE DARTMOUTHOFPUBLIC SAUGUSTEBASEDON AFIELD SURVEY 12. ALL POINTS OF CONSTRUCTION INGRESS SPECIFICATIONS. Z GRADING'AND UTILITIES PLAN Sb'.E@_0' ,y4tl c%au,F SPECIFICATIONS LATEST ftEVISIdN. WORKS CONSERVATION COMMISSION IN AUGUST201 ]. OR EGRESS SHALL BE PROTECTED TO END CRIOR TO ANYUTI LM CONSTRUCTION PREVENT TRACKING OF MUD ONTO PUBLIC ] 2/W/18 RESPONSE TO CDMNE1115 JAG _ 2. ALLFORCEE DRAINSSHALL BE PRIOR TO ANY UTILItt CONSTRUCTION. 9. VERTICAL DATUM SRO\NN IS NGJOBe. WAYS THROUGH USE OF STABILIZED 6 1/31NA RESPoNSE M DOMNENIS As RJR PROPOSED WAREHOUSE AND OFFICE BUILDING DEC 19. 1017 REINFORCED PIPE. CONSTRUCTION ENTRANCES AND WHEEL 5 1/23/10 SEPARATE PLAN SETS IESUED JAG DARTMOUTH, MASSACHUSETTS DRAwx Br. 6. ENGINEERING INSPECTION FEES ARE TO 10. WETLANDS LOCATIONS SHOWN ARE WASHAREAS RJR GU SWLg�rp.c�`��' 35HOP DRAWINGS SHALL BESUBMIITTED BE CALCULATED AND PAID TO THE BASED ON A DELINEATION APPROVED BY 4 f/22/18 UGNIING PLW OPMIE JY. _o_.L✓ FOR ALL GARABS,CONSTRUCTION WATER, AND pgRTMOUTH DPW PRIOR TO ANY SITE DARTMOUTH CONSERVATION 13. A STORM WATER POLLUTION PROTECTION RJR OLD REED ROAD PROPERTIES, LLC. DESlcxm INCLUDING SEWER, WATER, AND DRAIN. WORK BEING DONE. COMMISSION. J 1/11/16 RESPoNSE TG COMMENTS ,yW RUN(SWOPE) SHALL BE INCLUDED IN THE FUR RJR' ' 4, AS -BUILT PLANS FOR ROADWAY f,NO SITE ]. EROSION CONTROL SHALL BE 11. CONTRACTOR SHALL MAINTAIN SURFACE FINAL CONSTRUCTION DOCUMENTS- 0 _Z� 2 1/5/18 RESPONSE RI COMMENTS JAG FUR W G P.O. 84Y IOAB OHECIRJ 'e: BXEEf . UTILITIES INCLUDING WATER, SEV'/ER AND IMPLEMENTED IN STRICT COMPLIANCE DRAINAGE DURING CONSTRUCTION. PLANS AND TECHNICAL SPECIFICATIONS. S%LE: 1��= 20 1 1/2/18 RESPONSE TO COMMENTS S}yL �D SURLE= 'T�'d` ESO£� 5T 3 OF 8 NR R R REv. WTE oEScsanlox ar ppp, ASSfSSMEM17 _PRIME ENGINEERING i2• soesa 07 ��YED �` PROJEcr wa av::� FAX. So8,9M7.z00{ RJR 1271-04-01 D:\fflWMAWMW"* Dp a wamww - Gmnm REED (PUBLIC - VARIABLE WIDTH) ROAD LOT 1B PLANTING SCHEDULE (REQUIRED TREES ONLY;. DECIDUOUS TREES SYMBOL QUANTITY BOTANICAL NAME ..__ COMMON NAME SM MATURE HEIGHT NATURE WIDTH AR 4 22% ACER RUBRUM 'RED SUNSET RED MAPLE 2 3 0. Q. ZS 3 18% ZEEKOVA SERRATA NLIAGEGREEN JAPANESE ZELKORA 2.5.L3 W. 30, UA 3 3 10% 16% UIMUS AMERICANA 'VALLEY FORCE' VP11E7MRGE OM PIN OAK 2.C5J-3 2.6-3 CA 70' 0. SO. 'SO' UP WERCUS PALUSRtIS % DECIDUOUS TREES: 60% EVERGREEN TREE PG 2 11% PICEA GW1G BWE SPRUCE 4'-8' K. 73' N/A TD 3 17% THUM PDC4TA 'GREEN GIANT' CMK ARBORVRAE 4'-803— % MRGREEN TREES' 28% DECIDUOUS SHRUBS SYMBOL BOTANICAL NAME COMMON NAMEURE CK Hy HNRANGEA MACRORKULk TWIST AND SHOUT HYDRANGEA . PF POTE10" PRUIICCSA CINQUEFOIL . RR ROSA'KNOCK OUT KNOCK —OUT ROSE• SP SPIRAEA JAPONICA 'UTT-E PRINCES' JAPANENSE SPIREA'EVERGREN SHRUBSRDI GtABRA 'SWROCK' INKSERRY ' JC ..N/A JUMPERUS CHINENSIS 'SEAGREEN' JUNIPER 2'I!f 3' MP LIYRIC4 PENMVANIC4 EMYBERRY 2. V G, TREES REQUIRED IN LOT 1B PARKING LOT =10,170 SF / ,UOO SF = 6 TREES - (18 PROVIDED (5 EVERGREEN)) ` 4' LOAM & SEED C2.) 6' LONG 10 BENCHES M. Ia S.FF.. < �1 rtrt 3. 3 S4 6 vl 6" 4, 6`ONCRETE Pam_ 8" v l5. t BIKE RACI't ANn aE6MG AREA I DETAIL Eg—R WAR HO OFFI F INOT TO SCALE yq30.swDag�i 29- 29- SHADED PARKIN • AREA LOT 1 R �. 4" SCALE: 1= = 40' 24.. SHADING SHOWN IS BASED ON MATURE -'F CROWN RADIUS IN TABLE (COMMON 8) PARKING AREA 2' WROUGHT IRQM TRl4NGL BIKE RACK SHADEDAREA XIOD = %SHADED SCALE: 1" = 5 PARKINGAREA 8,6578.F. ii J65 S.F. X 100 = 73%SHADED ORMfflNG TMLE LANDSCAPE PLAN "= 20'DAM- w /O5/te RESPONSE TO COMMENTS JWD RJR PROJmr PROPOSED WAREHOUSE AND OFFICE BUILDING sEFAAAIE DEC ',B, 2017 /it/1e RmP w To COMMENTS PVN SETS ISSUED WR DARTMOUTH, MASSACHUSETTS MMWK BY: w n /u/te JlrG RJR CUEM q e /22/18. UCKNG PVN UPDATE J<+G RJR .'WL e 4 �?.�• OLD REED ROAD PROPERTIES, LLC. BBBm /11 /16 RESPONSE TO COMMENTS JIv:G RJR .JA. /5/16 RESPONSE TO COMMENTS J4O MR•QML ENGMffERING P.a �.' I066 CHECKA SXE 12/18 RESNSE TOO COMMENTS 8A'IL UR LANG IAKEWI& 0 017m iIR 4 OF S PO DATE BFSCRIPRON By MP. W PRIME E GINEERING 7¢: 508.947.0050 APPRQ'{° �'' PAO1FCf Na FAY.- 5EW.9472074 I AJR 1271-04-01 Q\PRwwAwmmmAw rem O� t 1)i1. AlL t 1 *00 .o o.0 0o rlo bo b.0 tob.o to to kb Azb.o to to 5.0 to to ...o .0b.o .o 110 0o b.o to to to �to 6Fa A0 /to to to to to 0 0.o -to°Qo bo 50 to to to to bo to 5.o to to to to -�A1 b.D ozb.D b.o Zyo 0o b.o 0 to 6o U.o,tT bo to %.a to b.o b.O b. M'O 0 0.0 o.D 18 +00 �bo� ITO b.o b.p �b.o bo b.o to b.o 1.0 b.o to A17 ,to b b.D 0-0 '.i.o to to bo to /to bo ISO to to to to b.0 bo to b b.o b� Fw4+% 10.1 to '0.0 td to Lo to b.o 5.0 to to to b.O to b. 0.o 01 'z b.t-b.o to b.o b.0 0.0 bo to to b.0 b.0 to to o. * b zmal b.o to to to to to L.0 0.o bo i Ul 0. '1 4.8 1;.I _Tg.a Tn bs 0.1 bo to 1.0 to 6.0 to to 1.0 0.1 b. .5 fb. a.6 4.9 4.9 4.6 to b.0 to bo b.0 1.0 to 0.1 b. +0 _ ;�s '2s b.O to b.o to 1.0 bo to 2fc 0.1 0.2 0 07 1 1 6o to to o to to bo 0.t b.i - a 1 2 5 b.0 to to .o to to bo _ PROPOSED be 10.1 1 - ;.z 3.9 4,250 S.F. .0 to to o to too bo WAREHOUSE 6o b.o 5f te5 5F' p .O bo to .0 ISO bo to I H 72 to 6o 0 4.1 o to to o b0 10 to to to O. o. - '.5 .o to to .D to to to O'l 0.1 b1 0 /:S.e is a to L.0 0 5o b.O b.0 bo b.1 o.t o i q 4,5 PROPOSED d 0.1 0.1 b. to to to 1,250 S.F. 0. 04 02 0. 5 72 0 OR FI OR 90 OF2 * 2 '65 to S.D to IP =u o.T 102 0..501 5 2 91 " • 0 b.0 to to 0 0 M 3 1 to to > b. ��. .1 's. 5.4 ' 8& .8 7 e o u to 'e '09 o. oo '.:9 i 2612 b.T 1e .e 68 5 b.T to 37 b] 93 07 28 2] 20 �3. '2. 3.1 4.6 oo .4 A to iO3 567 s0 is '86 za .T 2. 4'P i.4 '2 1 to p . .3 102 Oi .i2 52 45. 4BL'1 5.2 A i S.O' 5.5 29 1.t A 1 0. b.0 6 b.t 0t 1 02 i12 _ 'a b.6 02 `b10 b.o a. 0.0 b.a o.1 10.1 02 0. 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GUREDIES GUREO iUs 9URED.iea OMNI-LITE, INC. mW NSTREET auWI TON MA ofanS PH 0 781 ITS 230a FAX a 7er-zna759 ..omnA mm PROJECT Lanagan Office Bldg. SOLD REED ROAD PROPERTIES, LLCSCALE " FEET FIE an Olfir=Oki Of win re: olaJaofa SALESPERSON PBWAeeeuB THESE DRAWINGS ARE FOR CONCEPTUAL U3E ONLY ANO ARE NOi1N)ENDED FOR CCNSTRVCTIOR VALUES REPRESENTED AREAN APP20XIMA)ON GENERATED FOB DATA SUPWED BY UMP MFG, AND hS)INGTABS c OMANG TRLE SALE LIGHTING PLAN 10 = 20• �,ge ur,oz I 2/05/18 RESMNSE TO COMNEMIS ,Nf. RJR PROJECT BCE: Y 6 1/31/18 RESAONSE TD COMMENTS ,� RJR PROPOSED WAREHOUSE AND OFFICE BUILDING o:0 14. 2017 0 ;� 5 1/23/18 SEPARATE PLAN sm ISSUED DARTMOUTH, MASSACHUSEITS D!AMR �` 2 s+ NIAL N A 1/22/1e IIOHRNG PLAN UPDATE RJn iE JAG RJR cuLx OLD REED ROAD PROPERTIES, L-C. �scNm x4gm Mao` 3 1/11/18 RESPONSE TO COMMENS JAG RJR RJR • CM ENIANEERING P.O. /mr 1L8e L.:E NEO BT: SHEET 2 1/5/18 RESPONSE To COMMENTS JAC RJR • Ma SLWWK G SW 6fDRWa V.. RJR 5 0f• S 1 1/2/18 RESPoNSE TO WNNEMS sxL wR •ENNA�M1anAt PRIME E GINEERIN6 ,94z A'AROVED Eno PROJECT NO. REV. DATE DESCRIPTION eY APO, ASSESSMEM n-,.. FiW. 5L19.947.200P RJR 1271-04-01 a�II11kM nmt 1mdW�^Aa:�an9Raa( 9�aAa: - 0%we MEaMow - Ca LeBARON STANDARD MANHOLE FRAME & COVER OR APPROVED EQUAL FRAME TO BE SET IN N 0 T L FULL BED OF MORTAR CONCRETE THRUST BLOCK q WILL BE PRECAST SOLD BRICK LEVEUNG COURSE A A A-] CONCRETE BLOCK OR 8" REINFORCED CONCRETE AS REQUIRED FOR GF4ID61MENTS. GRANITE SLAB (H20 LOADING.— "48 - FRAME MAY BE SET IN FULL BED OF MORTAR PUN - BENDS _ DIRECTLY ON TOP OF CONCRETE SLAB. PUN HEIGHT OF RISER q 1 1 J MIN. 0.12 SQ. IN. STEEL -TEES SECTIONS VARY� PER VERTICAL FOOT, 12° MIN. .t 1" OVA. PLACED ACCORDING TO q� AASHTO DESIGNATION M-199 B 2" MORTAR ALL JOINTS v CLEAR & OPENINGS B CKSQ) OUTSIDE OF PIPE 1 BAR AROUND + 2 CLEARANCE E OPENINGS FOR PIPES 18° 12° MIN. FOR 10 SPY- DIAMETER AND OVER, 00. PIPES PN PI AND ELEVATION- PLUGS-- I -50 p\P 1" MIN. COVER SMALLER OPENINGS TO BE SECTOR % -TEES —' Q\p�FIRE PRECAST M RISER BECTON AND BENDS PROVIDE 7TPE SIZE 1/4 BEND BEND TEES PWGS OPENINGS o� o 8" MIN. 1/8 BEND 1/i6 B B C USE 8" MIN. GRAVEL BASE A B A B A WALLS AND BASE FOR DEPTHS GREATER 2.000 PSF g 22 13 12 13 B 10 13 12 12 29 THAN 9 FEET $OIL 10 26 iT 14" 1J 10 13 i6 20 14 36 PRECAST CONCRETE FLAT TOP DRAIN MANHOLE THRUST BLOCK DETAIL NOT TO SCALE NOT TO SCALE UNPAVED PAVEMENT LOAM AND SEED PAVEMENT FINSH GRADE (SEE GRADING PLAN FlNALINISH) GRADE (SEE GRADING Fnaull SAWCUT REED ROAD PAVEMENT 12° MIN. IN AREAS OF PAVEMENT PA7O1 I uo" COMPACTED GRAVEL BEDDING TO BE PALCED IN 6" LAYERS AND THOROUGHLY COMPACTED. SEE GRADING AND- STONES TO BE NO LARGER THAN 1" DIA. UTILITY PLAN FOR PIPE DIA. (mown i EARTH ON 1/3 DIA 702 P�Q pe c MANI DIA. - CRUSHED STONES LEDGE I EARTH - �(ho" d' HM' WAIER MAIN SHALL BE GUI CUSS 52 GA]E VALVES S4All BE (OPEN RIGRT U.S. PIPE A-USPO-23. __ CCSS MUELLER A2360-23 RENWENT SEATED OR AMTRICAN ROW CONTROL SUCH 2500 COMPACTED OR DNGSWRBED WATER MAIN TRENCH DETAIL WENCH MDT = PIPE DIA. PLUS 24° SUBGRPDE SOIL. All DRAINPGE PIPING SHALL BE 12 IN DIAMETER UNLESS OMERWSE SPEORM. DRAINAGE FIPMG SHALL BE AS TEDRE) ON ME PUN AND BMER CUSS IV RCP OR HOPE ASIM D 3350 DRAINAGE PIPE TRENCH DETAIL NOT TO SCALE 0 rc s w a � J PRECAST CONCRETE CURB NOT TO SCALE . SCHEDULE 40 STEEL III IT) MAN CONCRETE GRADE Umiff—MOM91 RUM 2 T [I6z mm] DIA INSPECTION PORT CULTEC RECHARGED 150%IHD CHAMBER R R RR R—I [25-51 mm] DA, CRUSHED STONE YLLY COMPACTED ALL is �FlNISHED GRgpE 4° FABRIC INSTALLED LENGTH = 76' AROUND r I r � a MANDATORY CULTEG NO. 20L WIDE PGLYETHYENE UNER TO GATES HINY SAW .aai BE PLICED BENEATH r CONNECTOR � nam INTERNAL DETAIL OF INFILTRATION °• ADJACENT ,° TO • , •••, IIIIIIIIIIIIIN OCLI 1-1 ii'a ry "'�'II"II'�IIII'IIII a r w� SUBGRADE �� II BINDING GRAVEL •�• .•II'I�I�IIIIII��' IIYI� Car ... LAYERS COMPACTED -Y a •' CONCRETE•--:�r........1..... NOT TO SCALE CDNC�q� �AVEMENT ANN i iWr : DER M MI COURSE I%TE 1-1 DQUPSTER ""1"IIIII"II"II" , GRAVEL NOT TO SCALE IN LAYERS D •r!r N• it HANDICAP RAMP TYPE B TIII• STAKE �_ A ar OF NOT TO SCALE r NC ET PAY M NT i , A NOT TO SCALE$O•'GROUND LINE it4" DEEP CATCH :a. WATTLE 'A NON. OF •• •• OF CONCRETE SLAB PAR PUMN I G INTO SON. REINFORCED TIM MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS CATCH BASIN HOOD AORTAR ALL JOINTS NOTES: SECTION A -A EFR1F1............. 1. MASSACHUSETTS STANDARD CATCH BASIN HOOD SHALL BE INSTALLED ON OUTLET PIPE. TYPICAL FLAT TOP CATCH BASIN NOT TO SCALE PNLS WATTLE DETAIL NOTTo SCNE Se t/IV1.Rtit YYHLK �A rWNWI AAr Ae OW M THICKENED EDGE AT PAVEMENT) RA N•NIT.I-,•1 '( . NOT TO SCALE r { 52 fT�T) ann� I MQ 60.18 6-Y FO.61paDMY S-0 Ruwrra ,:,i W% q�p, f WgblE OR COMPAOIFD e' ml•Amm •uWL R!��O o e SLOPED GRANITE cuRe HANDICAP RAML' TYPE A NOT 1D SCALE NOT TO SCALE 1t\PRvwm%wwmoW iw mwmmgonNVOWlmNmmim - 0g & waanw. - r 870 C 1. TOPSOq. AND SUBSgL SHNL BE THE LANDOWNERS SHALL FILE AN ANNUAL INSPECTION REPORT REMOVED I CHAMBER DRAFTED AND SIGNED BY A PROFESSIONAL ENGINEER WITH THE 2. HEAVY BUTY WE STRAINERS ARE PROVIDE Y OVERFLOW RT PLANNING BOARD AND THE CONSERVATION COMMISSION BE INSTALLED AT AIL OOlW1 SPO LDS THIS IS CONNECTION FOR EACH FOALL S FOR ALL STORMWATER MANAGEMENT SYSTEMS CONTAINING THE TO PREVENT LEAVER AND OTHER DEBRIS FROM CIDGGING DOWNSPOUT CONNECTED FOLLOWING: DOWN SPOUT. 3. CWUHBEpS ARE TO BE FRONDED i CONCRETE 1. THE RESULTS OF INSPECTIONS CONDUCTED PER THE INSPECTION AS SHOWN. ON THIS PLAN. 1, _ 2, SPLASH POD 120 MINIMUM PROTOCOL SCHEDULE DETERMINED BY THE PLANNING BOARD. WASHED STONE COVER F1EV. = 87N 2. A PERMANENT STORMWATER OPERATION AND MAINTENANCE L� L120 BLl, = B6AO PROGRAM REGARDING THE PREVIOUS TWELVE (12) MONTHS. fI e-E1EVV.=65M 3. DOCUMENTATION ANY MAINTENANCE PERFORMED AND ANY 8' PVC. 64ANIFOLD 0 r RECOMMENDATIONSS BY THE PROFESSIONAL ENGINEER FOR REPAIR s .0033 I--1o'MIN HeIL -000 OR MAINTENANCE OF ALL OF THE STORMWATER SYSTEMS ON THIS "^ e- SITE. • EUK = 82M ONE ROW OF ELEVEN CWBERS IN SHONE BEDS 4. ALL OF THE ABOVE INSPECTIONS MUST BE CONDUCTED BY A (79.26 CF/CHANBER)(11 CHAMBERS) = 872 C.F. 1.9 INCHES ON 5500 S F ROOF - LICENSED PROFESSIONAL ENGINEER. 872 aF. >.e7o C.F. F. v ELEV =7LWt 5. THE INSPECTIONS SHALL CERTIFY THAT THE SYSTEMS ARE RECNAR/.cu imYi Np BY iFP — FUNCTIONING PROPERLY AND SHALL BE FILED YEARLY, BEGINNING DETAL OF ROOF O AIN NF1'ET+cDDN ClcTcl TWELVE (12) MONTHS AFTER A CERTIFICATE OF OCCUPANCY IS iB) ISSUED FOR THE SITE. NOT TO SCAfE 6. THE APPLICANT AND/OR ANY SUBSEQUENT OWNER SHALL PAY I 'T 1 B - SEPTIC DESIGN pATA• THE FEES ASSOCIATED WITH HIRING THE PROFESSIONAL ENGINEER 'A Tp TM110= INN SOI L AND OBTAINING THE REQUIRED REPORTS. - DESIOI FUOM PERCouTION RATE - 2 MIN./INCH (Cuss I SOIL) PROPPOSED 1,250 S.F. OFFICE BUILDING ALLOWED DESIGN LOADING RATE = 0.74 GPO/SF 1,25;0 S.F. x 75 GPD/1000 S.F. = 94 GPD USE DESIGN LOADING RATE - 0.74 GPD/S7 PROPOSED WAREHOUSE LEACHING AREA REQ'D = 434 GPD = 386 S.F. IPEOPLE x.10 GPD/PERSON = 340 GPD .74 GPD/S.F. SEPTi IC TANK: 434 GPD USE A CONVENTIONAL STONE LEACHING BE) 434 GPD x 2.0 = 868 GALLONS USE A 20 FT (WIDE) X 30 FT (LENGTH) X 0.5 FT USE. 1,500 GALLON TANK (DEPTH) STONE LEACHING BED LEACHING AREA PROVIDED: (20 FT.) X (30 FT.) = 600 S.F. > 586 OF. DAILY FLOW CAPACITY:. 600 SF X 0.74 GPD/SF = 444 GPD Y 424 8EWD alp' FINISHED GRADE (SEE GRADING PLAN a o CAST IRON SERVICE o BOX ` g SHRUB P4NRNG TREE PJN'11NG �i 600 IMIN. `�• is n I xfSE cw,Flxc cMRo ar RISE aaNrx 6° LOOP 1• COPPER TWEif7 TRUNK WRAPPING MCTEM !// 1° CURB STOP GN WRUSU D PER TREE R0015 AT OUTER EDGE OF TURNBUq¢LS ON ALL GUTS ROOMNUU SHWO) BE MUNK TIRE JUNCTON. LCOSENFO m ENSURE PIMR 1'-2• PB0.4 FVG GOOD wMACTLL m EXISDNC GRAOE ROOT mxrAcr. OR TRUNK. LOCKS TO BE PLACED - EwmNc CRANE 2, m e� O - FOR SUPPORT ONCRETE BLOCK L— --3/4°xt' CORPORATION STOP 9 USING CRUDE BURIN' ROPE AND ARE �- �y`FROM HOIILL 'LL"`" rDPSaL \ � >` mlRr DEADIIAx BOO' cauoE ATER MAIN WATER SERVICE DETAIL WT AWAY FROM YSIBLE ROOMA-L 5NWID SR MRECTLY RNXRLL MM TOMIL IM L' ON UNDISTURBED SOIL BURLAP, ROPE MO WIRE J TROY RAIF NOT TO SCALE CUT AWAY FROM YSIBIE MUM OF HOLE m BE I TMES AS WINE AS ROOMAU- ROOMA L SHOULD SIT ORECRY WITH SLOPED SDES ON UXDISNRBED SOL WDTx OF WLE TOOF5 DMEs as MEu nim CONTAINER GROWN SHRUB AN """ SLWfD aoES TREE PLANTING DETAIL B&B TREE AND SHRUB - scetE NOT TO SCALE PLANING DEfAL DRAWING TITLE DETAIL-2 NOT To SCALE 7 2/D5/18 RESPMSE To CGMMENI$ JAC RJR PROJECT PROPOSED WAREHOUSE AND OFFICE BUILDING DEC 19, zon � MIE. $$¢ B 1131118 REIPNNBE TO COMMENTS 1AG RJR y' +x S 1/u/+B SEPARATE PLAN SETS ISSUED JAG RJR DARTMOUTH, MASSACHUSETTS oRAWN er. %o �� mn I V cuENr JAG . 4 1/11/1N°PUN OMEN JAG 3 1/11/1 8 RM OLD REED ROAD PROPERTIES, LLC. DtsIGN:m m IA RIEMRESPONSE TO CONMENR JAG . RJR OUR 2 i/5/1B RESPONSE TO COMMENS JAG ZIREAGWVEfAING P.O. BOX I= CXFEgD F. SHEEF 1 i/3/TB RESPONSE TO COMMENTS SWL .. OUR . 'CA'7L LAND SURVEYING J50 BEDFORD S.. RJR % GF H 0 REV. 050 Apppq.Ep 3Y: PAWECT ND - RJR In.APR �AL PRIME E GINEERING : 505.947.M .a,M„„, FAX: 5L19.947.2004 RJR 1271-04-01 R\P FCIS\IYFWMAoM m Mtl\L^ \+�C'+Nw\Lmp�I - D% t Iuima.. - c[rt# 1. THE LIMIT OF CONSIRUCTION/TREE CLEARING SHALL BE STAKED. 2. THE CONSTRUCTION ENTRANCES SHALL THEN BE INSTALLED. 3. THE TREES SHALL THEN BE CUT AND REMOVED, 4. COMPOST WATTLES SHALL THEN BE INSTALLED AND APPROVED BY THE CONSERVATION AGENT., 5. THE STUMPS SHALL THEN BE EXCAVATED AND REMOVED. B. THE AREA SHALL THEN BE GRUBBED. ]. THE SITE SHALL THEN BE GRADED AS SHOWN ON THE APPROVED PUNS WITH STEEP SLOPES STABILIZED AS SOON AS POSSIBLE. 8. THE BUILDING CONSTRUCTON AND SITE UTILITY INSTALLATION CAN THEN TAKE PEACE. 1 �22 A"ASIF CRUSHED) PRb&STABILIZA11ON FILTER. 12- MA. COMPOST WATTLES, TYP. 1 I� ( S Rh11GRON ENTRANCE NOT- TO SCALE P 18'0S Iu L / - / 18.51, EFW_PUBLIC SIARIABLEWIDTH)/ROAD / K— B w w w� w w W� w —W 9w— OH ON ON0 ON 01 OH ON-6Fi0q---�}j_ggl EXIST. 6 HYDRANT 1 0 20' 40' THE FOLLOWING IS THE MINIMUM REQUIREMENTS THE CONTRACTOR SHALL FOLLOW TO PREVENT IMPACTS CAUSED BY EROSION AND SEDIMENTATION DURING CONSTRUCTION. THE CONTRACTOR MAY, AT HIS ASCREION, IMPLEMENT ' ADDITIONAL MEASURES IF NECESSARY. 1. EROSION AND SEDIMENT CONTROL MEASURES WILL INSTALLED PRIOR TO STUMP REMOVAL AND CONSTRUCTION. STABIUZATION OF AL REGRADED AND SOIL STOCKPILE AREAS WILL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. ALL EROSION ANDSEDIMENT CONTROL MEASURES WILL. BE CONSTRUCTED IN ACCORDANCE WITH LOCAL MUNICIPAL REGULATIONS. AL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. A STAKED HAYBALE DAM SHALL. BE INSTALLED DOWN GRADIENT OF ALL DRAINAGE JUTFALLS. 3. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED WRING THE CONS RUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER OR AGENTS OF THE OWNER. 4. CATCH BASINS WILL BE PROTECTED WITH HAYBALE FILTERS THROUGHOUT THE CONSTRUCTION PERIOD UNTIL ALL DISTURBED ARE S ARE THOROUGHLY STABILIZED. FILTER FABRIC SHOULD BE INSTALLED UNDER GRATE OPENING UNTIL PAVEMENT IS IN PLACE AND GROUND SURFACE IS STABIL'--ED. 5. SEEDING MIXTURE FOR FINISHED GRASSED. AREAS WILL BE AS FOLLOWS: KEN UCKY BLUE GRASS 45% CREEPING RED FESCUE 45% PERENNIAL RTEGRYES 10% SEED TO BE APPLIED AT A RATE OF 4 LBS./1000 SQ. F_'-. FERTILIZER SHALL BE APPLIED AT A RATE OF 2 LBS./1000 SO. FT. PUNTING SEASONS SHALL BE APRIL t TO JUNE 1 AND iUGUST 1 TO OCTOBER 1. AFTER OCTOBER 1, AREAS WILL BE STANUZED WITH IIAYBAIL CHECK, FILTER FABRIC, OR WOODCHIP MULCH, AS REQUIRED, TO CONTROL. EROSION. 6AREAS TO BE LEFT BARE BEFORE FINISHED. GRADING ANC SEEDING IS ACHIEVED, SHALL RECEIVE A TEMPORARY SEEDING OF PERENNIAL R;EGRAmS APPLIED TO A RATE OF 2 LBS./1,000 SQ. FT. AT A DEPTH OF 1/2 INCH. LIMESTONE (EQUIVALENT TO BE 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) SHALL BE APPLIED AS SEEDBED PREPARATION AT A RATE OF SD LBS./1,OOD SQ. FT. PLANTING SEASONS SHALL BE APRIL 1 TO JUNE 1 AND WGUST 1 TO OCTOBER 1. WHERE GRASS PREDOMINATES, FERTIUZE ACCORDING TO A SOIL TEST AT A MINIMUM APPLICATION RATE OF 1 LB. OF NITROGEN PER 1 .000 SQ. FT. AREAS TO BE LEFT BARE BEFORE FINISH GRADING AND SEEDING OUTSIDE OF PUNTING SEASONS SHAH RECEIVE AN AIR --DRIED WOOD CHIP ul,LCH. FREE OF CAARSF Too--z Tb LBS./1,000 SQ. RE - - T AT ALL PROPOSED FILL AREAS WHICH ARE NOT CURRENTLY SHOWN ON THESE PLANS, THE CONTRACTOR SHALL ESTABLISH AN EROSION CONTROL UNE (HAYBALE CHECK OR FILTER FABRIC) ABOUT TEN (10" FEET FROM TOE TO SLOPE OF PROPOSED FILL AREAS PRIOR TO BEGINNING FILL INSTALLATION. STABIUZARON OF SLOPES IN FILL AREAS (USING MULCH OR GRASS) SHALL BE INRIATED WITHIN THIRTY (30) DAYS OF COMMENCEMENT Of FILL INSTALLATION. B. STABILIZATION OF SLOPES IN CUT AREAS (USING MULCH OR GRASS) AND THE INSTALUTON OF CONTROL UNE (HAYBALE CHECK OR F'LTER FABRIC) AT THE TOE OF SLOPE SHALL BE IMITATED WITHIN TIIRIY (30) FEET. 9. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PUN. ALL HAYBAIES OR SILT FENCE RETAINING SEDIMENT OVER 1/2 THEIR HEIGHT SHALL HAVE THE - SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS SHALL BE REPAIRED OR REPLACED. 10.. CONTRACTOR WILL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PUN. THIS RESPON'.,IBILTY INCLUDES THE .INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE. CONSTRUCTION SITE OF TES REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER !OWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A WRY OF THE EROSION AND SEDIMENT (ONTROL PUN IF THE TITLE TO THE LAND IS TRANSFERRED. It THE CONTRACTOR SHALL SECURE THE SERVICES OF A PROFESSIONAL ENGINEER, WHO SHALL VERIFY IN THE FIELD THAT THE CONTROLS REQUIRED BY THIS PLAN ARE PROPERLY INSTALLED,' SHALL MAKE INSPECTION OF SUCH FACILITIES NOT LESS FREQUENTLY THAN EVERY 14 DAYS OR AFTER A RAINFALL IN EXCESS OF 1/4 INCH, WHICHEVER OCCURS FIRST. 12. STOCKPILES OF SOIL SHALL BE SURROUNDED BY A SEDIMENT BARRIER. SOIL STOCKPILES TO BE LEFT BARE FOR MORE THAN THIRTY (30) DAYS SHALL BE STABIUZED WITH TEMPORARY VEGETATION OR MULCH. IF SOIL STOCKPILES ARE TO REMAIN FOR MORE THAN SIXTY (60) DAYS, FILTER FABRIC SHALL BE USED IN PLACE OF HAYBALES SIDE SLOPES SHAD. NOT EXCEED 2:1. HE THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LEE. OF HIS CONTRACT. DUST CONTROL SHALL INCLUDE, BUT IS NOT LIMITED TO SPRINKLING OF WATE, ON EXPOSED SOILS AND HAUL ROADS AS NEEDED. CONTRACTOR SHALL CONTROL DUST TO PREVENT A HAZARD TO TRAFFIC. 14. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS.. 15. HAYBALES SHALL. BE USED ONLY AS A TEMPORARY MEASURE WHERE CONTROL MEASURES WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS, FILTER FABRIC SHALL BE USED. 16W HERE DEIVATERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO WETLANDS OR WATERCOURSES. PROPER MirEHODS AND DEVICES SHALL BE UTILIZED TO THE EXTENT PERMITTED BY UWI SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION BOWL: PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS, OR FLOATINE THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THI: SUSPENDED MUDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL CEASE UNTIL SUCH THE AS FEASIBLE MEANS OF CDNTROLUNG. TURBIDITY ARE DETERMINED AND IMPLEMENTED. SAID DISCHI POINTS SHALL BE LOCATED OVER 100 FEET FROM THE DELINEATED WETLANDS AS INDICATED ON THIS PUN. EROSION CONTROL PLAN --F- 20' 1,ygu GPq,N - rKUrustU WAKEHOUSE AND OFFICE BUILDING 6ES1nNSE ro cGMMExrs JI9G wR - DARTMOUTH, MASSACHUSETTS SEPARATE PUN SOS I UED Ji RJR CuD UGNGNG PLAN JAMM J"D fJS OLD REED ROAD PROPERTIES, LLC. NESPGNSE M 03MMIDM s LWD S/R"NG DEscwmox !rvL mo ENMROAOIEWTAI. 80F8 8(: PIMUECT No SCALE: 1' = 20 LT OVHMIS1S\aw mf\oE � � SPA a AbiPiMe - ranBN m PRGDUC(IDENTIHCA>TION only . No re N',MVoRNIgl baseball wecreplabignindiffio wort ARroaduarars Me inni, brand Nifinnablon, Proemial at ..,.. 6J re.ec. ifferaying ROOM Ago le"I"'Off, I'll 'Dan Dodge, Is INRN law, l4gral .I Ciark Dietrich ,.,.,, .W.e,:, pe V� B U I LU S 2C0 STUD FRAMING game man, Offren - au r—, n] Dan to real 1 grays brial no ROD N Mail 6 a it 6 ON Me "' in Vogel Ff'. MR ,. of "Nob MR all it Ron NO. ry Me<e.n,.,n,d.. n DO rogran, San Lilies royal t 01 ..' ff in. 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F FE AloTPans'Sed", P1 P2 P9 ptt P5 ,e RafFam,ng Pl= MRP Nad FrzNnI9 Reva¢pK W Vp qB Wt VS 016 TOWN OF OARTMOUTH BUILDING DEPARTMENT APPROVED Notes and specincations: M��rjal s�igtlans ss ._ RAMop ,,.»xag ladSSld4SA..a(cup na A722 Guide ad mean®' _ - ,,. ,.a. %Dame° - ,n, lm �rr«.�Incx., vestibule Prlm�9-eadand ry Steel Primer Col or Rea RoofSheatina Type; Cfll 24 Ono FlFsk GA1VALVMe Fal Panel Clip Type; Tel Fmtl Towardalttkayes E3Feam8nopo No RaMlnwFlmn(a)TAYN9ef. Tu scums; 6' Rnolllne Tm. Cmor. TBK nm.OAsc TFK Oaxnaraue CoIn-TBK Wall Sheeting Exper Type: IMPOM40,260con L'dna:LiGHTENBOSSEC, Ceo TBK For or -Tom HIP OM4a 26 gage, Tedi OGHT Rdefr6E0, Cc r; IMPERWAL VIHITE Papal ac IN& 'Nall Come plea Ca SCTBK Wall Be,, Time Ode, TBK V. a I m,,J Openv+N. Tom Cmm; TBN Wa, Framed power @writlm Gln.?AK 301 options plsmoe�nMw wnikamtlal. odor MITE Building Loads: M 0 'i Sam.so ta.. a,. aPo �, TP,III nervy, r Ecuador poll cz Wal aT_ "I Woome PamIm PrlmeryandSecondarv5teelerlme - Rcd Root Shealino page CFR, 24GMO FC,l GALVFLOME Fall Pala Clip Tyoe; Tsu Flwa Thermal Blocks: toes EPO or Specom No Ono rnauk6aaM CT BY NAad mamma: 6' RM Gne Tma. C !s: FOX GRAY Orion, Color .FOX GRAY ommspoaLL Gan; FOXGRPY WallSheel Ideal IMPAM40, 260a0e repro LIGHTEVBCI, Color TBK IrMnor-Type: IGPR.140, 06 Grgn, TeSNm: LIC HT Gd806AE0, C0107IM1IAL WHI?E rural IV Thi Well Comv Tfim Color Too Walleel TnmC,IlToo lece fmmetl Cpl :ne, Tom Cemr 13K WON Evametl CpeerCS CIci Color;TBK SBl dlnq octions (2)n70 Pmaswurboa WallGooQaj. per, MITE (c)G`-6P@eaaoka Project Notes: Il T Itl N 16 _ ,,WWo m my L b'dWW ceaea as kl v I� O�Hdnocup tl tlr of I'h MBS.If onto Fora amen, fa lw rcW,naam raedm Zoom fr¢ne Wafis aorhe ll ar ona'md W are maasd agrilmrJly m, ^rM1. 2J TM1 g In I a L .f 9g / tl I tl our acaa,.'e xrev r ae, eo �r.I a „e r� as or ma THE NEW BUILDING IS IN PROXIMITY TO AND MAY RESULT IN CHANGES TO THE CODE -PRESCRIBED SNOW LOADING CONDITIONS FOR THE ADJACENT/A➢JOINING BUI'_DING- THE PROJECT ENGINEER OF RECORD OR OTHER QUALIFIED DESIGN PROFESSIONAL (NOT THE METAL BUILDING SUPPLIER) IS RESPONSIBLE FOR INVESTIGATING ALL SNOW LOADING CONDITIONS FOR THE ADJACENT/ADJOINING BUILDING(S) AND PERFORMING ANY REQUIRED ANALYSIS. THIS BUILDING SYSTEM DESIGN IS BASED ON UNIFORMLY APPLYING THE CONTRACT -SPECIFIED LIVE LOAD AND ROOF SNOW LOAD. IN ADDITION, THE DESIGN IS BASED ON APPLYING A CODE -DEFINED LIVE LOAD (INCLUDING APPLICABLE DEDUCTIONS) AND A CODE-DCFIN%0 SNOW LOAD (BASED ON CONTRACT -SPECIFIED GROUND SNOW) FOR ALL PARTIAL LOADNG AND UNBALANCED SNOW LOAD CONDITIONS. WINDO'NS AND DOORS THAT ARE BEING PROVIDED BY OTHERS ARE ASSUMED TO MEET THE WIND LOADING REQUIREMENTS OF THE STRUCTURE AND THE OPENINGS FOR THESE MUST BE IMPACT -RESISTANT OR PROTECTED BY AN IMPACT -RESISTANT COVERING AS SPECIFIED IN THE BUILDING CODE WHEN A HIGH WIND EVENT IS ANTICIPATED. FOR OCCUPANCY CATEGORY I OR II BUILDINGS, IBC ALLOWS FOR SINGLE STORY BUILDINGS TO HAVE NO LIMIT FOR SEISMIC STORY DRIFT. PLEASE NOTE THAT ANY INTERIOR WALLS, PARTITIONS, CEILINGS, AND EXTERIOR WALLS SHOULD GE CETA,'LED (BY OTHERS) TO ACCOMMODATE THIS STORY DRIFT. THE METAL BUILDING SUPPLIER (MBS) DOES NOT MANUFACTURE, SUPPLY OR RECOMMEND THE USE OF SNOW GUARDS OR OTHER DEVICES INTENDED TO HOLD SNOW AND/OR ICE ACCUMULATIONS ON THE ROOF SYSTEM. IF SNOW GUARDS OR OTHER DEVICES ARE TO BE USED ON TILLS PROJECT, THEY MUST BE INSTALLED UNDER THE GUIDANCE OF THE "ENGINEER OF RECORD" GNAT DES) SO AS TO NOT EXCEED THE DESIGN ROOF SNOW LOAD ON THIS PROJECT_ ANCHOR BOLT PfAN GENERAL NOTES TWO BY OF ITET F BE ETI IT BE I WE mWIN BW WE1I mBEEN OF BBE� NBE NINE IT I T ON NUT BEENTE I BET WEEON.E: II `a nON f w�TIELEOEM�"O WI BI uxNN B0IIIEN EFFM TAT 1 f nor ANCHOR BOLT SWING NOTE IT VEIT ENTIRE IT N FI TAT MET cold" FEW 0, WEI EMETERmix MONTE 3xoff1 .:rmaY. FWISHm BOOR = 100'-0" WHOM OF 19ffPNTE EIFWIg9 = 99'-6" (D'—EBELOW CN5i1ED UM JNC) F—ACHOR BOLT SCHEDULE CLYI:iYI WE �^�'tltlXETm maw or WE �7 Anchor Bolt Plan IT N�NFLODR LEGATO A -TINmNE, POOR SERGIO MOMS BONUSES TENT TIE FE IF ME POSTED ROTOR SPING RUNES 1 MESA MITI DECISIONS I GETS, E, 11 115 TOO �I r „ty T PETRI ME STATTROD WEE SLOT 1 — ias HE SHIFT GOT IS "CIO I POSTS SH, G�_TO EAGER COLNEM SOFTENERS AT THIS oB - l NUPONSIBILM TO ALONG MOTHER EHFJ IN ONTO, LOT Hill SIT S�NI GI OPENING co r. � USE COLUMN SOME TJe 4 r ' kk —� g, I sl 6 S, pIMPOSE' eIT L r - ,a .I BE SO BOEINGMy 1� SO HE ICAL COWMN BASE PUiE �EiNL gppptS ng tt' K �•.. (<l i... c wmore G G) P o �— f-- Q 5 5 �� ON y -.. I i _ 14 -*- 21 v e _ Y wi .n GTE �m>b o gig ST OR z, " Q z' a GOP,, bPSEES ar:gNET HE O a> SPLIT K o-10 l=n- r..GL B/SE 4 ffkc IS'J - COIVYN PIKE DEiF 1 Bz RE 3 OR 0 IF GTEe z I�r / v �Z 3 � o €t`t Mark Number Plan (Base Building) Notes- Mark Number Plan (Vestibule Building) Notes - z —1 Frame at Line 1 ..n�sa goa ,. ,W ",w.am n....... ....... �,Wdsm Ji ,, n. w. .11 �..w o9wmnn na eia.n ,r"ar �.w�wm..w i�,ww,.Iw n w101 n.aeaw.: 12 15 E<<_ �I m Frame At Line 3-5 I cc stalaturd stab, I I by on are not db an n ad � Is or, earn b to body � 1. d bond Frame At Line 6 hum the e ftl 'Id Poll o to the CohUmes and Tears ta fbaa Them tITo I It,, not maven oo op, I,,,,& fn 0,aeryai.,G.aM to' ol� i15 12 C Frame At Line 2 Pdahn a¢ N znom nnirtnznd nunmad Hand, mee CO umm end MM1z s EM mm,m RI RUAN PE Up O Roof Framin¢Plan (BaseBuiloin Roof Framing Plan ( Vestibule eu'Id'ng) 9e,,, p ,,, Notes Wall FraminE Elevat on at L ne F PaRSS[5 � o o's o rvlo - e^neaoEa B"JN19 J wGw;15 C 0 � LLI a o a 0 0 of o C O ( J Wall Framine Elevafon at Line 2 '�" Wall Framing Elevation at Line 1 Ndes,. Wall Framine Elevatbn at Line E Notes aGUS aoo aloe rvc ' EE SEE„" TT p Ep ryF LL r y� £ E ELUME o CD CDD Wall Pramine Elevaticn at Line 6 s"F 0 Notes ?o zo N 3 5 a 5� O za4 ah i LTD shy � zs�o� � zs+o so� a I z, U. i sr H .o i: tl c N 1 e _ r-e's s -�� _ za'-o rw trc^ r-z' 1 1006. xs'-o - zs o f © `) Wall Framing Elevation at Line A NotesLL