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BP-89880
I' _ SECTIOt I j Item 1. Building ! 2,. Electrical 3. Plumbing i 4. Mechanical (HVAC) S- -Off-Street Parking C_ Total=(1+2+3+4+5) f'i ESTtM:4TEt? CONSTRUCTION COST Estimated Cost ($) to be completed by perm Estimated Total Cost Including La or: $ (Please Print) as Owner of the subject property hereby authorize-: tc ac my behalf, in all matters relative to work authorized by this building permit application. I I % I I S,g ure of Owner Date Less Application Fee: $25.00 Remaining Balance: $ Total Permit Fee: $ / Other $ Amount $' G.-oss Area - New Construction total sq. ft. Gross Area - Alteratio tal sq. IT Permit Issued to; M - /&_ - 9�.6rn Liao X q'0 fV 1&4��� .1 0 t, Page 4 —1 C030MBCIA S_4)4 ! AP 11CA' ION FEE IS NON RE-F r LY, & N6 N-T—IKAN,g1H'F r I RLIR� "! ' P, J BUILDING DEPARTMENT 9 ' T DUTH ryt = 400 Slocum Road, - s mi' v v ' Dartmouth, MA 02747 Phone: 508-910-1820 Fax: 508-910-1838 Ey - '" www.town.dartmouth.ma.us APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR -DEMOLISH A COMMERCIAL BUILDING (including 3ormore igamitydwellings) 7 EI=TV 0,B�' - _ 13ttILDiNG 1'iUIIT NtlMB R ii�r „+�- - .`.�CONE r"'%.,�-rF 11H r J Bfr(Idln ilr[3li On,�3uttdkngs �©T� g C�tstrtct `� µ ; ` Proposed i�se �-on C7 X d S t7 A C� Aquifer one _ t '� _�' ,�Appeats }ieafth , Y "iynssicar� � � � rft Grit Off � -F r�rya�r o� 4 � II -Gas Q Planr�ng �ew2rG�� �` aterCarrt Et�+�ning � Other w - < _� i X' ._R) i�7tRE5,[NuPECTfJR`, 4,�EPMT,.MF NTAWIrROVAL oard of Health: Signature: Date: _ onservation Commission: Signature: A? Date: Other. Signature:' �" Dater' Signature:' Date: Signature: Date: Brief description of work being performed; "o1-il/r ;� � 1.1 Propert A d� s: F�Vul J���i 1.2 Assessors ap & Lat Number. , IIiC �CN� Map --��- Lot Nearest Cross Street: IU ,2� 1 B} At—:C � �- 1.3 Water Supply (MGL c40 s54): Business Name: {a U - j��j l t/' ❑ Municipal ❑ Private Well Business Phone 1 A Sewage Disposal System: Total Land Area Sq. Feet: ❑ Municipal ❑ On Site Disposal Syystem PO:, C) 1PIN13THlRiEO AE4 :, r =�. 2.1 Owner Record:67 �` '70 Nil' �Os ( Name (print) " nt; Address Number 22 Authorized Ad ��,,��„ Name (print) Contact Ad dr Phojne Number Ceauw of - Debris Removal per NIGL 0,40 Sec. .54 Page 1 Revised 10/11 3.L Licensed Construction Supervisor. Not Applicable ❑ o License Number: _ Address: r� - Expiration Date: n Signature: Telephoner SECT(C►1y �$ /DRICER S CCf, ... =ENSe�TtbhE, did f1RA�BGE,4FF_,tDA7TlT WIL- c 52 25} ' EMO Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this aff-davit will result in the denial of the issuance of the building permit (MGL 152 Section 25A). Signed Affidavit Attached: 0 Yes ❑ No l ICEN5, i��fx'i�Tt�1f�D� i�c�t}io€t1C1C�r t .:.. _. :.: Pp J r7 New CnmMinfinn n 4rlrlifinn — • •-r--^- ..,....,.,.,,r -+u11Y tO1ICU/Udldl�C/Vti1Ci) ❑ Other S ( pacify Sec. 6) o Demolition ❑Sign n Replacement vvi d P now/door No. of Windows Doors 11 Fire Protection ❑ Demolition* describe structure: ❑ Trench Permit Required? ❑ Yes ❑ No See Trench Requirements G.L.G. 82A and 520 GMR 7.00 et seq. ❑ Moving* - (provide copy of DPW moving license) *Type of structure, from where (map/lot or address): to where (map/lot or address): number of dwelling units: number of bedrooms per dweifing unit: _ Replacement doors and windows (for existing only) (only where doors and windows exist and will not be enlarged) EGRESS dimensions must be maintained. ❑ Temporary structure and uses - includes, when allowed, new tenants, trailers, tents and the like and only for limited perioeds of time. Describe: ❑ Furnace (hot air) - fuel gas (natural or propane); .fuel oil, electricity, other (specify): ❑ Boiler tHeating) fuel gas; (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): - ❑ Air conditioning - (separate unit) Roof Top Unit (RTU) New ❑"' The following descriptions are based on the Massachusetts State Building 6th Edition, Code Article 3, as noted. See the Code. Replacement 11 ❑ None of the above to be provided Mechanical Ventilation ❑ ❑ Assembly - restaurant, lounge, theater, school, etc. (see Code Section 303,0) 17 Hot Water: Gas Electric Fuel Oil Other De cribe: a_ siness - office, assembly with less then 50 occupants - indicate Medical or other professional (see Code Section 304.00 El Education - struction for training including child day care for those over 2 year 9 months (see Code Section 305.0) ) ❑ Factory/industrial (see Code Section 306.0) t7 High Hazard (see Code Section 307.0) 13 Institutional - hospital, nursing home, infant day care (see Code Section 308.0) ❑ Mercantile - retail stores (see Code Section 309.0) ❑ Residential - three or more family, hotel (see Code Section 310.0) ❑ Storage - including garage (see Code 311.0) ❑ UtEity & Miscellaneous Structures - includes tents and agricultural structures (see Code Section 312.0) ❑ N&a v Tenant - for any of the above, please indicate (see Code Section 105.1) ❑ Trailer temporary Pupose? ❑ Other: ;. •. Describe the proposal, iNCLUDE number of dwelling units and bedrooms or occupant load as applicable, also existing f 7co rion (if extra space is needed, attach an additional sheet): — v r� �3vl�t ❑ New construction and/or Additional (total gross cubic feet proposed) - indicate If the project is an addition to existing structure - to( r s square feet of existing: ❑ Alteration of existing, no increase in gross square feet" gpar:ate`pefuse,Disposa/Declaration is required. Will this project be subject to CONSTRUCTION CONTROL' er 35,�00 cu ft) ❑Yes ❑ No - If Yes, see Code Section 107.6.2 Designer to submit ode �yno si5 in addition I to original plans and if existing building Chapter 34, Page 2 ❑ Required: plans provided plans not provided, why? ❑ Not required, not to be installed, why? _ Narrative'Submitted? ❑Yves ❑ No ArchitectlEngtneer - for overall design l /' Company Name: � I _, O l_ �� Address: Phone #: �,-- Certified by State of Massachusetts as: ,' > Certification Number: Note: Signatures and seals on all plans, affidavits & other documents SHALL BE originals and not reproductions. 11.2 Architect/ Engineer - project supervision and reports Company Name: Address: Phone #: Certified by State of Massachusetts as: Certification Number. Note Signatures and seals on all plans, affidavits &other documents SHALL BE originals and not reproductions. 11.3 General Contractor Company Name: cn)�' C�✓� j� y/� Address: Phone #: �o f' Construction Supervisors License Number: C� Note: Signatures and seals on all plans, affidavits & other documents SHALL BE originals and not reproductions. Page 3 PLANT LIST sYmiSol quantity name size/notes QV 10 ITEA VIRGINICA `LITTLE HENRY' 2 gallon Little Henry Sweetspire container %SS 10 JUNIPERUS SCOPULORUM 'BLUE .STAR' 2 gallon Blue Star Juniper container IRK 8 ROSA `KNOCKOUT' 2 gallon Knockout Rose container IaP 2 PICEA PUMGENS 5'-6" Colorado Spruce B&B ` ;ZS 2 ZELKOVA SERRATA `GREEN- VASE 2"-2.5"; Green Vase Zelkova B&B tap 2 ULMAS PARIVOLIA ALLEE 2"-2.5" Allee Chinese Elm ` B&B a� 41 0 o z 00 . t I t.. -'' � a -7 f) n n 0 79.2 0 . FILL 12» 78.2 5" � SILTY . LOAM 22" 77.4 pp B SILT 46s' 75.4 FINr SANOY LOAM 67 3 ' 120 (I► } r r 1 ! 1 r 1 r \ 1 66.1 i { \ i r # 1 \ J CY) 65.8 { F / r # TP3 . t1 ! U LL r L � V) Vi 64.1 _ 1 r / / WF#Al2 / co Q V) :/ / 0 CL V) Q # f r r r co �} k 1 U 60.1 a � . I . . - rlls 1 I i # i., , # i i ,/ _ r 1- i 1 1 i -.: -- - - _ .-. i%) 0 _ (11 ... V/Y / /� .. Ili DISCONNECT PANEL IV RAt, l UR a SH ALL` , PROVI DE ADEQUATE , E AT E R 24 D P 0 IAM Q R TECTIO El'ER N 0 FT HE ABU TTING NG A - R EA A ND UT ILITIES TIES i C : N <, DISCONNECT DI MOUNTED _ I _ ALARM DEVICE M THE , OF THIS SI TE. _ MANHOLEREPAIR FRAMEOF A Q MAG - ARKING OTED (( P LPRO PER , TY SHALL BE THE cH RESPONSIBILITY ON OUTSIDE G� BUILDING N5 Ts! IBILI C TY ELECTRIC VICE ER OF THE CONTRACTOR CO AT 0 VERN CO ST T I 0 THE ::OWN ER. - D A AY COVER RESERVED CCESSIN RESE _ c ,: .. FINISH GRADE ADE SHALL ALL SLOPE WELL VENT HE SITE CONTRACT OR SHALL > L BE RESPON SIBLE E FO R COMPLETING M LET bNG AL L CONSTRUCTION. -o o AccE w1AY �. _._. ._„_. __._. ..�. TR CTIO . AWAY FROM ss ._._. N , wY _ . :Y..: ` EDG E BELOW BOTTOM VAN 1 � BE : Q LL DIS TUBBED A A REAS SH ALL oN. L BE ` STAB ILIZED B LIZE .FOR VENTILATION. D U � of LID PO CO MPLETION OM PL ETIO ' : N OF CONSTRUC TION. , ACC ES SIBLE Q t : :: BOX TO STOP B GRADE CURB . CU 7 ; .. ALL . CO NSTRUCTION C NSTRU TION SHALL _ S. ALL COM PLY MP THE A LY W D IN M � WITH T SPECIFIED OW S SPE F N 0 POST A OF CHANNEL P RTMOU 5 CHA TH DPW . P CONSTRUCTION _ , i : o :®lsCHAR(� OUTLET - on _ TI N .SPECIFICATIONS ARE , N SIDE WALK A p _` LATE ST : -� I _ _ T REVISION. EV S D SUPPORTS). D FOR SIGN AN TAN DAR: t S72 25 w z 9 OR > -_4 0 , ALE IP x`FEMAI,E -w , 9 !A .O 'LCOUPLING® - CO NDUIT `P ON a < MU ALL VALVE ELCER VC 1 Bg _ 7Z 4 V _ 12 OIL WATE SEPARATOR . R TOR SH ALL.. HAVE A WA I TE R TIGHT- MA NH0 9 DISCHARGE .uNE / LE COV ER MEETING - � � DPW SPEC 02 B4 OR EQUAL) � SPECIFICATIONS. H1 Q PVC SDR 39 3 4 Cl INLET a t o. : POWER ALARM :L AD f E PLACED FACING z a NLET 4 , HALL B EPIA SIGNS S7 .2 NOTE. S1 5 1 c _ ®ED'ABl PIPING & FlTTiN _ 9r 70. 92 A NI D 2 : DEPTH PER LOCAL CODE INTERNAL FLEXIBLE:'RUBBER R 1 --C— R EAL AS MANU FACTURED � ) D BY CREf � ,: EX SPECIALTY 0 2 IN SAND. PRODUCTS MU EVERY HAND ICAP PARKING .SPACE % _ MUST B., _ ` li 9 3• - a5.�. . . S 0.020 t M{N - , ' 'INSTALLED BETWEEN N-TH: E CON CRETE MANHO LE OPENING ENING AND THE M EfAL FRA MES.4a PVC OUTLET p $» BUILDING SEWER 3_0s � ALE IP x � (PVC SDR 35)POST TO E SET IN CONCRETE 10.. MANHOLE COVERS MUST BEADJUSTED ADJUSTING RINGS. N0 BRICK 0fMAi PVC AN�n ON(13 DIA -MIN. 2 CU. FT. "MARK" THE INLET PIPE 3FROM END T® BE BLOCKS ARE ALLOWED. INSERTED. LUBRICATE GROMMET dPIPE lMTH SOAP R 2 SOLUT ION. > f INSERT THE INLET: P UP 0 y ER PE T THE 3 1. 3 .. v 1 ALE x ...: ,. < ;THE SEPARATOR � � � ALE . :MARK OIL WATER� . FEM oNL . Y .INSPECT TO E U 0MUST l4 14 - .. B S RE GROMMET.BEa HAS .. F0 R WATE /R TIG, . aHTNESSa AFTER IT I _ST _S _E TIN. VC COU uNc 4 DIA P METER STA D i YE N P C : - R .. LA E H LL BE"PERFORMED'IN ACCOR DANCE WITH DPW S ...,. .ffi.. EW ER TESTING' STANDARDS WIDE BLUE _ ... .> R . 4 .�, _ .. ; PRE 0 C p , CAST C N REfE 6 2 CHECK V w { CHE VALVE ow tM ARR _ Ys .. . _ NCRETE ANCI ED STRIPINGoR t .� . of sTAn N H • PAINTED � -- FT o EIGHTI P� . OU POINTED TOWARD � :, if9A1N � VANE PRINTING G , . _ r` . SUR FACE E s- GROUND'. _ �a 2 6 ,. � 12 S ' s r UNIT FILL V�iTH � 0 OFT' �0 z R T BOTTOM of I FRAME .: _ , NLET ME COVER T �c E 0 BE 0 �, ..� . . _ M DE _, _ . � L 0 r � . � 010404 ! 3L0 3 ERGO ' .. AS s s�®� u� ..� _ ASSE MBLY AS MANUFACTURED t � UP o�noN. ,. � � FACTUR D c YP) � P , : E BY EAST e ®. TO HELP PREVENT UNIT: FROM SHIFTING WHILE i ®. p ORDA .. N IRON WORKS. .s _ NC _ CONCRETE IS BEING POURED o N POUR AROUND EXTERIOR. ND EX1E >; 3 4 1 2 CRUSHED .. 1 SHED STONE ._ PLACED .. r TO BE E H ,: » a NO S - EDDIN M B ATE !AL 6 M D .. , G IN. EPTH _ C HANDICAP ) 13• E OF EACH HAN NTR PLU G L G ALL LIFTING HOLES WIT H H NON -SHRINK SHRINK. GROUT. C RUT.: L _ ® , U N ROUNDED AGGREGATE _ . 0 D i� AMAGEa NI AG R ATE 1. D NOT ON'DT SIDE.; IS LLD U T 3l GRAVEL i .. ROP ROLL OR LAY TANK S TH 4 N Q . f 6 (A /l s KING SPACE .® a PAR KING f. s DRY THE .._,�. ,__ l AND VOID THE`: WARRANTY. H ! I W 1 SHOP. DRAWINGS S 0 DRAWIN SHA LL BE : SUB MITTED MITTED , .FOR ALL UTILITY i LEVEL STABLE BASE TY CONSTRUCTION _ L I I - I N MATERIALS INCL UDING SEWEF� I WATER , .. 6 FILLED :WITH 6�ATE ' . A ER .AND `DRAIN. 2. THE:U IT E Y'ET WER N SHOULD BE LE ` AND THE WELL L6,� , LD LEVELED, A; U FROM - - - - ._ P E NT ....E UNIT FR v, TO THE BOTTOM OF THE INLET, TO HELP R VE THE l 4 0 MIN TT LET , i 5. , P A RECO TUC NS R TION MEETING HALL BE HEL D AT THE > ED � DEP ARTMENT. RT ME NT .. OF PUBLIC WO RKS R KS PRIO : R TO , SHIFTING POURE D, , SH WHILE THE CONCRETE IS BEING o} HA NDICAP IGAP® P ARKI NG _ ._ A , NY UTILITY CONSTRUCTION. : B T N rr ® I G y PAR R N HANDICAP ODES. ELECTRICAL ST LOCAL C 3. F.LE AL WIRING PER ATE AND L R G I DE LIMP' _ P DET AIL � SIGN IL WATERS P I DID T _ SPACES 'SEPARATOR R 16. ENGINEERING INSPECTION FEES ARE To :BE CALCULATED AND PAID PRIOR TO ANY SITE WORK BEING , PAC e OT T DONE , N SCALE 0 0 : ALE NOT TO SCALE NO T TO SC _ L ALE NOT: TO SC ALE 17. AS BUI LT S . PLAN WILL E , B REQUIRED Q PRIOR TO ACCEP TANCE. D PLU S (SHALLOW) p D W1 TN FL 0 .GAR FITTED SHALL BE F /S i _ CATCH BASINS , O , 1 0 1 -0 ; - <� BY KRISTAR 0 FINISH oc D BROOM RE B OF CTU AN A S SM INSE RT FILTER A FRAME CATCH BASIN IN w w BASIN CATCH BA N C IS : TROWEL. FINISH , VED E UA SMO OTH RO N OR APPRO Q J o TERPRISES INC. LEVEL k AND ,:GRATE MF D Y' EN , » O S v w C , 0 S _ P RK ' B IRON W � ORDAN 1 AST J ' E � o 9i � o SE J OUR ti NG CO URSE F— o 2 OR 12 O A 1 : WEARING E o 248 CHAMFER CAT 1 �4,000w cn z PSI w .AIR ENTRAINED > TOP COt1 _ RSE OR EQUAL __, ® � CONCRETE WA LK LK e-.�•..,.. ....:._...,. 2::_BINDER COURSE U. Q ....- > ..n.. :F......: BITUMINOUS. -.CONCRETE � MORTAR ro BINDER GRADEPAVEMENT PAVEMENT a _ EM TSC10 .. EN E T N D _ < LAN SCAP TO GRADE WITH TWO 2 - .. E SECTION JUST ® .. .. _ . r� ... ... - • •_ .. - .. AD i � VARIES � .. ,. .. < . _ . .><. . _ , A . : COURSES OF. BRICK MASONRY (m in.) _ .. e , . ., .. _� SLOPE OF .. C i ) (REFER .. - ... .... �. , : . _ ..: • , .. , . .... .< . ...... BINDER SHOULDER ----�-- R ER TO GRADING PLAN . - ... - . .. . < ...... � . _... - B ER COURSE 8 (min.) PAVEMENT ; i.) » pa. 4 OPENING ::•CAST ECCENTRICALLY �} {� �} � �} �} • . .. . , . —I I �{ I I� I I. LOAM _ - FLAT SLAB :WITH 2 , . a „ �, O O O O O O. GRAVEL BASE _ .4• - . � .. U RUBBER - 0 RING ALL JOINTS SEALED WITH ROUND �} �} fJ O {� GRANULAR FILL ED `FLEXIBLE JOINT SEALANT or APPROVED PREFORM Q {�}} C} TRENCH MAY: BECN U O O suBBASE J 2 CUT BACK AT08 SUBGRADE_, O o �� 0 0 0 0 0 i O � ! _ , i —! � — 2.1 SLOPE 17 ¢ 0 PIPE 0 g _, { > :. : . ^ . _} = —I —1 �— Z OUTSIDE F � • .... � a ---f , .— _ � (n to PLUS 2 CLEARANCE 4 » „ ORDINARY BORROW to a — ._..� ..� .. �- g .. �} � �._. 6x6 WELDED - > 6 _ O.D. fi . ¢ • P `V rz � DEPTH VARIES ..:..;. I �. �.�.:'.:. » < - Q1 I �., .a WIRE MESH... � a, PRECAST CONCRETE BASE . _, � � u - . WASHED � a � ( � o I'{ o m o . ; a a RISER SECTION(S) AND- , ...... - S 0 �. o . o. .�' o �... t, STONE a s „, o 0 4 c -CONT.a ¢ b V O TRAP. _ 5: , RE UIRED _ C� �3 �.a, : APE As Q �I � �,. ® ERM t r a vanes LeBaron L204 0}} { O.D. (depth NOTE o a of 4 _ : O p--� -� a � � NOT TO SCALE approved equal) �y �-'y C LE PP 9 ) j..f V 4_I oa s LIMP strength .4 0 DO PSI ®28 days. _ O 11 S 1 Concretes a 9._� � _ 6 MIN. COMPACTED .. ?. { O O mrn. o i ) 1 ' er'ASTM C150. O � }}_ NK UN GRAVEL �. .a .. a � 2 Cement. Portland `Type t p 1, BA R .. :.. °tea° _ ni?a£3 of3a :�.: �Ci�,�t%� � a, I_ _ '— — - n,a 4 - so. a..: n°u�.� # BITUMINOUS reinforcing per ASTM A 615, Grade ��� �� _ -I, N . S CONCRETE i 3 Steel rernf 9 P , ,.---:.._ -, .._.. _._. _ .� _.... � I _ UNDISTURBED EARTH , (1==-I � �i I I--1 I I --=III (I � 1 I o Hs 20. PAVEMENT ?� 4 Design loading per AASHT of to project more than COMPACTED SUBGRADE 6 1 a 5 Face of pipe flush or n P J PP. 1 �2 WEARING .COURSE centerline of pi pe of wall along P P , » ... 4 from face 9 2 BINDER _.1 0 .: R COURSE ........ RSE „ a, :.'. 1 ..... 2 GRAVELNEEDED, f .... EASE ADD AS 4 0 ..... ( ....... laced In 2 6 T ice- ........ P O co mpacted acted lifts S REQUIRED FOR CONCRETE WALK. p s _ NOTE. PROVIDE :.CONTROL .JOINT � EXPANSION. A EQ If�-- �r�---lip < SUITAB TYPICAL SEWER TRENCH SECTION �� LE STABLE ' f. . � CURB DETAIL NOT TO SCALE GRADE { CATCH BASIN IGAL CONCRETE K RECAST CO�lCRETE P NOT TO SCALE NOT TO SCALE PAVING L - SECTION , f NOT TO SCALE 1- f �. I ¢J _ t CL 1 e— w • }' 0 o : » _0 1 4 WARNING SURFACE DETECTABLE WA 3/4 -1 / WASHED CRUSHED STONE 2 �Qw¢ Z) � >_ ill.! cr INSPECTION PORT. � T 0 1 PAVEMENT o to ' oc�0oo 0000 0 ( PER ROW} 4 OZ. NON -WOVEN C) i— FILTER w RECHARGE f 000000000 0 - CHAMBER O¢ CONCRETE W/ACCESS TO GRADE ELEVATIONS N S ` v� o a 2� MAX. 0 o FABRIC ALL AROUND O Ln � O W _! FLUSH W/ GUTTER o o .�— 0 t� SIDEWALK •(MAX.)95� COMPACTED STONE a- w Imo- I _ (Ii 00a00000 00 1.12 (M 5' O (I} Z (r 0 0 0 o 0 0 o o'o o �} SLOPE TO DRAIN ® 1/B ` IN./FT. FILL 5 trw ED < 0 t� 0 0 0 0 0 o 0 o MATCH SURROUNDING 'DRAINAGE PATTERN) ) ci¢>r� r . .: _ - ..,..•c,-t>-,f�-_-t. :? .,� �3 ....,.-sti».�r. ... -r -s, ...,, ,,,< N .,c v o T r t. ._. .n. .... ... ,•.a. .•n. fi •h Y $ , ..t . :�a l . c, a .•ro .<.. ,�, �> •. . ,. ) Y -. 'Ira .. .+•- w _s .Y o.a ? 9 WWF . W2.9x2 X 6 X a l. 6 a > u Y > > t > }< a 4 < - - I t3 ✓, E} .. II- a'C C t) t �, °?t ? ^ Q o r3 } 4 s o e L > tr £} ,Ct3 c t } co AS ENTRAINED < < a t < , ° 4,000 PSI R E I---„-� _ �C . w £ X _ o (BROOM 4 FINISH ° II CONC. ' > g • .< - � - 0 II t 3} C } 4r adsF'a <n 1 ,;.. �.}�J , ; ., _.. •ii ` HANDICAP RAMP DETAIL > SCALE} r� lL(NOT TO C£ �-0G b n t3} 4}<II S . ES' $3~£k 5t° . )3t�'4 C° �, 0 0 ^�' to r ? COMPACTED : GRAVEL BASE_; COM 12 54 4 -10 1>_x1 PINE -STAKE . ,{_-�,,,...��...., �,,�:�. —, - - -,. ,_ ,II ._, _ I I ,..I I ._,_ ! 1- , f I I F91..: i :__ .. CENTER 0 12 ....COMPACTED IN TWO 6 ..INCH �.�.. t�,...�,,�,>T..-: ,._, ,. 3 long( � ,__.. <:.�..�. T CENTER 3 WIDE GEOFAB - CT. M1 031 _ �_... _..a:. ;I ._.... L.� _ - �.I;..._ ,.._. EXCAVATE TO LIFTS MHD SPEC. 'SE ) I_._,I _.I..-..:I�=.. _.m;,:��LI�1�:— 3-:�L,.;.�: U SILT FENCE FABRIC _, _ POROUS .BASE or approved equal } REhOVE UNSUITABLE MATERIAL- - MATERIAL COMPACTED SUBGRADE REFLACE WITH CLEAN SAND MEfTiNG TITLE 5 STANDARDS: 124- SYSTEM LIMIT OF 65.0 EXCAVATION BOTTOM OF CRUSHED STONE 69.00 TOP OF CRUSHED STONE 72.5 OVER SYSTEM AVERAGE SURFACE 73.8 GRADE L E 0 ter, ,a W to E., o, 00 q-aCkQ Qto S - - ___ ., _ , - __ - , - - _ , __ _,_ ___ - __ - , � - __ ---------------- 7 _._ - , - - - ___ __ - - - - - - , ___ , - _ _ - __ - , -----, - __ __ - - �_ _ , , I _ -, _____ , - , ______ , � , I I I � I I � � � , - - -_ -_ , - - - - I __ , I , , __ � , I I � I I I , I I , I I I I I I � I I I I � � I I I , , I . ,� � I I I I I � I � I . I � - � ____ , __t___1 J ! - - -, ___ __ - - __ __ - - __ ------- __ - I—— - I __ I -_ � I I . 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I I I I . ,. . . � . . . I . . � � . I . . . . . I I . I � . . � � I I . . � I . � . ,. I . I . . I . I . 1. . . . . . 1. . I � . � I 11 I % � I - 1, I I I . . � . � . 1'� 1� I : 1. I . I I �, . 11 I I � I. 11 . . I . . I I I . I . . . . . I . . I � I I I � I I . . . . . . I . I . t . I � � I I . � I I I I . . � � I . � I I � I I I I . .- . - I . I I . I I . � :. � . . , � . . . . I . . I � I I . I . I � . . I � - . I I I . . . . � .. . . . I I I I I � I � � � . . . I I . . � I . . . � I I . . � I I I . � , ,� . . . I I . I . . . . I � I I . � I , � .. I � I .. . � I � I I . I 1. I - I I .. I � , -_ I - � . . I � �, I � I I I .11 I . � � � I I I I I � � � . I . � I I . . I I . I . I I - I . I . . I . . I I I . I . . . I � I . I � I . � . . ., � . . I . � I . . I , 1. � � I I . . I I I . I . 11 . I I I . I � . I .. � . I � I � I � . I I - I I '. I I I . I I . - I I I I .. �. I . I . . . . 1. . . I I . . . . . . I - . � . . . I . .. . � I . I I I � . I I . . . � . . . . . . .. . . I . � I . . I . I I I . " . . I I � I . I I . � . ,� I I I I I � I . I I . . I I I I I I . I I I I �. � . . - . � . I , . � I . - I � . � . . . � . I I I 1, . - � I � I 11 I . � . .1 I . � I I . I I � . , I , I ,�, I . I . � � � I I . � I I I . I . . . I � I . . . . . I . . � . I I . � I . . . . . . . � . I I . .� I . i . . I I I I . I . I I . : I � 1. . I I I I � I . I . � I I . I I . . . . . . � 11 I . I . � I .. I I . I � I I . . � . I I 1. 1. I . � � I � . I . . � - __ I lill"�l I . I I . I I . I I . . I I . I . � . . 11 .. __.. I . I 1. I . � . �.. � . ... ... � I I I I � . � . . I I � . . I . . . I . . I I I I I I . I I . -_ - . . . � , . __ I " ., I I I � . '. I I I . I I . I I I I I I ... I � . I . . . I I � I I I I I I . I � . 1. I I I I I I . . I I . � I I � I .. I I . . . ,. . . I � I � I � . . . - . � I . I I - I t I I . . I . I . I .1. I I � I I � I I . . I � . I I I � . � I I I I I . I . I I . . � � � . . � . . I . � I . . I I I I I I I I 11 I I I - I . . . � I . . I . . . I 11 I I � � . I I I . . I . � I . I � I . . . . � . i 11 I . . � I . I . . I I . Z 1. I . .. . � I I . . � I I � I I I I � . I I � . I.. I I � ,� I'll . Mn rMENTA I . I., 1. . . . � . I I I I . I I � . I .1 . I I . I I I I I . . I � 1, . . I - . . . I I . I . � 1. I . . � EXISTING ,. � � � I I � . I . . . . I . . � I . , . �- I - . I � I I . AROSION & � SED) TION CONTROL I I ! L 18' MIN. . - � I . , . � I . . I . 11 . I I , . . . I . I � 1. � � I 11 .: . I., . . � � - � .1 � . I I . -_ '. I I - I - I I ,. . k . I I . . I . � I . I . . I � � , . I I . . . - - I . � . I � ., . . . . . I .1 � . . I I I ... � ., . I. . . . . I . . I . � . . . I . I . . � I . , 1 6-8 � I I . 1 7 � - _______1 - PAVEMENT I --�; '� " I't'." .,I I I ., . .11 . - I . 1. . .. I I I.. I � 1. . I . I OPERATION.-& MAINTENANCE PLAN � . I . . I �_' . I . � . I . � . I 1. . I ".'' 0 '$'Q:�Ii � I I .1 I . I � I . . � I I "' 1 1;� � � I I . � ,,�l I . � 11, I . I - I . I I I I . � : . I . I . , I I .1 I - . SLOPE � � ... . . � . I � i 11 - _1_' . . . . . .111, . . I . . I I . I I I . � � . . 11 .. I -1 (1, 1, I ........ .. `�, I . I . . I I . NA,x� � I . . I . � � . I I . I 11 � I I . . . -I--- . '% -, �---.��-t"",��,,, , , I . I . I I I -_ - . . �. � -, . I'' , � , ` � -, -,,"�, ��., - . I I . . I . ; -_ �_ ,,��,�Q�, . . � I I - I I � . . . I I . � I . . � . � � 11 I . I . I G SYSTEM . . � I � . 1. 'All Se . diment and. Erosion C .. ont I measures shall be executed in accordance with the . . "� � , �J, � X V � I . 1, . I I . 11 . . � I . I . " I I I � . . I I � . ,.J L:,:-r _�`.!-�._, I . .1 I , . � . I I I . � . . I.., I., 1. . I . � - . .� . . I .... .1 .. I I I � . .. . � . I . � I I .. . I : I PR09RAM I I � . _ I . � I � � . . . I �', . I . I I 1.. Waste Disposal., . I I SLO-RMWATER EMENT ro I . . -D��,/ � I . � I ' ' . I I MANA 7 I .11 I . I , f, , - A , . ,;�4 -_ _., . ,7 � � . I -C i!, - � I -_ v ,.-- All waste *mate(ials will be Ilected , a d - stored in' a securely 1idd6d metal I . V, ..., . , ... . , . � . . - - 3 - : �� � I . , . co n , , I .. . I . I - . I I I I . . .P1 A-�', . , , � �_, &"WQ��_o - , -- � . I I . . . �� -W�_ � L", -,,? ,,�N�,�,-q,�r . I 1. I I . - . . . 1, � � 1, I . 11 � � - I I � . � . following 'requirements and'the NPDES Stormwater- Pollution Prevention Plan. (SWPPP). - . I � , '___ �, I � . , ? . . �. . . 11 I I � . � - I I � 1. � I � I I I I . , ,__ - , . -The dumpster. will be emptied a minimum . ' , I � � . � I 11 � . . � 11 � . . I � . .1 . 11 I I . I. EXISTING A - . . . . I '!', 1i " ( ,_?'i (.��%."; �, ., , t"". -; -:, �,��."-- I . dumpster from a licensed ,contractor. I � I ' . . . . I 1. I., I . . I I I I . � . _, - �� .. � . I � I . I � I I . I � �� , . - . . . "� :._.._,�t, -- . I I � I I I I I � 1 ---; -1 - �-,. 15,�i,�,�- . I � I . . I . I . . 11 I � GROUND . FILTER CLOTH , . . , �� I ,-7:" ,�, �,-, J �,%R ;-I I � I ".."z. � i j 1 .- z - , , �_� ,_7 1 1 of once per week ,or as necessary. No construction 'waste is to be buried on, ,site.. ,� r I . �. I . . � � I I I �, � � I I I . 2. Those'areas undergoing actual ,construction � will 'be left in on untreated or unvegetated I I I . I � PROFILE - � . - _ _,_ � . . . . . I . . . �. . I ____ - I I . I A,�!�,,�--A - '" _, , __;r I I .. I . 11 . I -; 1� '' , � I I � . I . . 1. . - .. I I � � . I � . I I . I - PI; �i " � , , , � I �All personnel will be instructed regarding the, correct. ro for.waite disposal. . I 1�.. 1. I . . I � I 1. ,� . I .. I I I . . " I I . � I - -, - ,,-�_,�'-�,e ,,,',r�* � . . � . �m _r i�'. , I . . I I condition for a,minimum time. Areas shall be permanently stabilized within 15 days - I - ,,�, -�_ I . ", -, I . . . I . I I . I � I I Q �, .,'�� I . . . perations.' will be',; responsible ' ''. . : Stormwater Management Owner . � . I � . . I I I . . . I . I . � � I . ffk I , W.- "S* I . 1. 1. I I .1 . - . - . . � . � �.k."d�S.,.1-1 I � 41'1i:_ The individual, who mcinages the day-to-day site a .. . . I .. .1 . I . I I . I . I . , of final grading and temporarily' -stabilized within 30 � I . 1. . � 1. "tw",���z�,��-,-.,,-,i,,,-�',-,�,),'�,;�,,� �111- .. I - .. I . I . . I . . . . � . .. do s of initial disturbance if the I j'.-k� � , (,',� ,` I I * , . . . � I � .1. .y I . 1 18' MIN. � _,, I . . � I . . . � . I � . I I � I . . . . "I'll" � , I �. �,., 1`�,,` I . � � I . � � I % I I 11 � � I . I I . � - . � - �11, `1 Q .1 � -� I I I I . I J,.,�. . I . for seeing these. procedures -are followed. � I 1 I �� .� � 11 I � �. I . I I I � . .. 'JOSE BAPTISTA I I � � �. . I disturbance is within 100 feet -of a wetland resource area. , � . I . I I I . I. I . .. I I I I .1 � . . . 7 U��11_1?._!�;,,, --ld, - I I I I � I I I � . I I I . . - . I I I � . , - I . � . I I I . . I I I - I., � I I . . . I ., � I . I I . . I . . . 11 I 11 I .1 I �. I . . . I t,�?,- v,,,.---,- -�-,.�,` , � . - . I r. .11 . I . ,� - 216 WINSTON STREET I � I I 11 � . I �, I 11 � I . � I I . I . , ." -,�Y, -1. . � - � I I I � . I I � - - I � . I I I I � ,� I . � I I I I I I . I . . . � . 1, . . I - � , . � � I . . I 1 �2. Hazardous Waste . I. . . I 1. I . � . . .. I . � I I I I I � � -installed prior to any soil disturbance of the . I 1. I I I I ,. . . . .. I � � NEW BEDFORD, MA 02745 � I � , � � . I . 1 3. Sediment barriers (Silt Fence) shall be I . I 1 TE. I . . - - I - I I . � I . . I I I . I . � - I I . . . - - � . . . I I.. All hazardous waste materials -will be. - disposed of in. a .manner specified by � I I " � �. : . 11 . . . I � � . . I 1, - . . upgradient contributing drainage area.' Mulch netting shall be used to anchor mulch in � I . . , � . � , . . . . I Local, State, Federal regulation and i accordance with any manufacturer's I .. 1. I . � I � I I I . � . I � I . . . I . . I .. . . . I I � I 11 I I I MID) . . I . . ,4, 1 . . I I I I I I . I I . I . . � 11 I . . . � � I . . . I 1 . . . I �� . I . . 2 rties: , I I � I I I 11 I I . � . . I _� I � . . � . . I I . � I I I . . . . I . I � . . . I 11 I I . t . . I :, I ,. . . I 621 I recommendations. 2 � � . � . . I � not occurred. Silt fencing shall be anchored to supplemental steal posts set 8 feet I 0" � . I � I I . I . I . I . . I � I _. . . . . � I . � I . ,. I . I I . I I � 1. I I I I � I p 11 - . I � I I I . . I . I .1 . . . . . I I � � . < ? I � I . I I � . I . . I I .. .. . . Duriing: the construction period, the Owner's contractor will be responsible for the I � � on center. . I . . I ` . . . . .1 I I I I . . . t , � - ' ' I w I � I n I I .. I - all I . i I .1 . I I I .,.Responsible Pa .areas with slopes greater than 8.0% after October 1 st if permanent 'stabilization has , � 1 3. Sanitary Waste . . .11 I .. � � .. � I � Operation/Maintenance of. the. system. When the' construction is accepted the , . . . . I � . I � I... � . � �._ � . � 1 1-5 - I - � . � I . I I . I . � . I I � .1 . 11 I . . . � �.. . "I STING - . . � . : . I . I . 11 I ., . . I . -_ ACCESS � � . 16' .1 . � I I . .1 I � I . ! I I All sanitary waste will be collected in portable units installed on site. The I � responsibility for -the maintenance "will shift to the :System Owner. 1 4. 1 Construction to commence In a �phased -man priate. � I . ,_s: DRIVE � I MENT � I _�� - � � I portable'units will be cleaned and emptied by a qualified 'licensed contractor. : . I � I I 1. 11 I I 11 I 1. . I . .. 1 �. . . . � . I . 1. I . I I _�:: i I I I . � I r A � . . I 1. . � ., 11 � ''I 1. � I I 11 . . I I I I . . . I I 1. . . I I I � . f� � : . I I I . . . . . . � I . I . I . * I . . I � I . . I I - . .. ____ . �� � � I 1'� � ' I .�, I I I I �, . � � � 3. Schedule for Inspection/Maintenance: � I I � 1. � . � . 5. All control measures will be, inspected at least once each week and follo I I I I . I � . I . . ' I I I . wing any storm I . � � �, . 4. Concrete Waste . I � . � � . .. 1. ,� - . � I I � . � . . I . . _____ . . . . I . 11, . I . I .. I . � � 1� � . , I � event of 0.5 inches of precipitation or greater. - ., I . I I I . I � I . . . .. .. I . I . I I I I � . . I I i . I . � . . � I I - . � - dispo esignated are - I A. * The Stormwater Management System shall be inspected annually and cleared of . I � I I . I . I I � I � ' i. . .. I ''I . . I . � � � All concrete washings will be sed of in a d a , away from . . I . . 11 . I 1. 1. I I . . I I I . I - I I I . I � II I I � � . . � . - � I . I . . . � . I , *1 be removed fr- debris, sediment and vegetation . I . I . i I � wetlands and an * property line. When the concrete hardens it wil I om . . I . -when they affect -the functioning and/or design I - � 6. All measures will be maintained in good working order; ,if repair is necessary, it will be I � I I I . I I I . . y � I . . 11 I I 11 I . I... ''I capacity of the system. The inspection should be made during wet weather I I . . . I I � I I . - I I ! � the site. .. . � .. I I I . �� I I . . I . . I I � . I . 11 I . ,� � ". J .. I . 11 1. initiated within 24 hours of . report. , - I � � . - 1. . . . I I I . . I 1. . � I I I . I . ! � . � I . I I . I I . . . r � I I . I � I � I i . . . � � I I � . . � conditions. , I I � I I �. . . I I . � I � , . I � I . .1 I .1 . I . I . � . � I . I . I . I . I . . . I 1.1.11 � . 11�. . . � .... 1 . � ..., � . I I . I I ''I . _ 1.11 I . I I � PLAN VIEW, 1. � - � I I . . � � . I � I I .. . . I � I . � . I I � I ,. . . � . .� � I � I I . 1 5. Good Housekeeping Practices �� 11 . I I . I � � 7.', Built up sediment will be , removed from the erosion trol silt fence when it has reached .1 . . ; I � I . � I I I con . I I . . . i I � I . I I I . I � 1. B. Where lack of maintenance is. causing or contributing to a, water qudlity problem, , � � . I . I � I . � I I I - � . I I I . I I . � � _. . . . -1 I � 1. . . I . . I . one-third the height of this fence or. ,bale. - I 11 I � I I . I . . I I I � � I . I I I I � ! I I � . I A) Store only enough products on .site. to do the job.* .I ,� I . I I . immediate action. shall be. taken by the Owner to correct the problem. , ' : I I I . .. 1. . I � . 1. ALL POINTS OF CONSTRUCTION INGRESS OR E Z .1 . I ... . . : . . I � , . I . I � . I � 0 I 1 � � .. � � I I � I I I . I . . � � � I I . . .. I I I I I � 11 I . I I I I I I I � � . � . I i . � .. 1. I . . . . . . . . :_ . � .. 1. .. I . -, I I I � I � I r TO PREVENT TRACKING.OF MUD ONTO PUBLIC WAYS -THROUGH USE OF STABILIZED � I I � I . - I � I . . . I 8. Silt fence will be inspected � for depth of sediment, tears and to see if fabric is , ,� . I I I . I � � I I I . I I ' . . I � . I B) All materials stored outside will be stored in a neat, orderly manner I . I - C., Catch basin shall beJnspected twice p and, cleaned as needed. I I .1 I -in the ground. I � REAS. 1. � . I . I . � . I � i . I � I . . � . I I � . � .securely attached to. the fence posts, and the posts are firmly � I . r . . I I . . 1. . . - . Flow Guard unit shall be .maintained in accordance with the manufacturer's . . . I - .. � . I I . I 11 I � I ! � I 1. I in the orioinal - containers. . I. - . I . . I � � I I I � . I 1. I � � � I 11 . I 11. I I � I . I I I . . . . . . . . - . recommendations.. . I . �. � . .. I I � . . . 1. . � I - . . � I Z.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT . . I ! . 1. I i . . I . � . . C: � . I . I 11. � I �� - . I . I 1� 1. .. . � � . I . I I I . I . 9. . Any temporary sediment basin used will be inspected for depth of sediment. Any build . I TRACKING OR FLOWING. OF SEDIMENT - ONTO PUBLIC RIGHT-OF-WAY. . I t I . . I . . . � � . I I - . I . . I I I : � .2 i . 4` � I . . C) - -Products Will be .kept in their original container with the original . I . � - ' I � i - I I I up of .sediment will: be .removed when it reaches 1 0% of the design capacity or at I . . INSTALL TOP DRESSING WITH ADDITIONAL STONE AS NECESSARY.: TRAPPED 1. 'a- I . I I I , . � �. I . . . � .. I . . '. . D. ' Detention Pond slopes shall �be inspected for erosion annualy and repai'red as I I I . . I � . � . I I *= . ; , I I . I I .. I � . ., I . I . . I . I manufacturer's label. I .� I I - I.. I I . I .1 � � . � � I I : I .. .1 I I � � the completion of Ahe project.. 1. I . I . I I . I . SEDIMENT WILL BE CLEANED OUT AS NEEDED. ALLSEDIMENT SPILLED, WASHED � � . I . . . � . I needed. Gross slopes shall be cut twice,per year. . . . � 0 � 11 I I . I . I . 11 . I � . . . � . 1, . � �. I 1. . I I . � . I I . 1. . � . . I - . - - co I � I i I � . . . I � . . I . OR TRACKED ONTO THE PUBLIC *RIGHT OF -WAY WILL. BE REMOVED PROMPTLY. I 14) ; . � I I . I . I . i ' . . I I . i I I I � I I . . I . 11 I . . I . I D) The site contractor will inspect daily to ensure proper use and . . I . . . I . I I I I I � I . . I I . . 11 11 . . . . . . � ! � I - . I . I I 10. - I I . � I I I I � P : I 11 � . . . . I � I . . . . I . � Temporary and permanent seeding and planting will be inspected . for bare spots, I I . I . . r I . : I . I . * � i I - ' I ' . � . � .� I . - All actions requited to,maintain the stormwater n1anageme r the - � . . I � . :. � I I I . I E. nt system fc, � F . � .1 I I 11 disposal of materials onsite. . I . � . � I . � I . � I washouts and healthy growth. Reseed as necessary. , . . . I . C: I . � I � . ,� . . I ... . I I I 0 i I . I � I I 11 I I 11 . . . I - � . � I . I I I � purpose it was designed -and constructed must be performed within 30 'days I �� . �11 I . . TEMPORARY CONSTRUCTION ENTRANCE/EXIT , , � 'fa I I . I I . . I . � � I ., . . . . . I . I I . I I . I � I I I I I I . .� .. I I 1. I . . I 1 '5 � � I � . . I I I I I . . I . following -the maintenance, inspection. :, - I I I � . - c . . I � � , � � � . I I I I . I I � . I . . I � I I . .. I I I � � I . . , I � I � . .1 . . 11. No slopes, either permanent of temporary, shall.be steeper than Awo to one (2.to 1) . . 11 � N.T.S. . . . 0 � . I . I I . . I I I I I I . I . . .. - . . . I I I � .. I I I . I I � . I . . . � � . - . . I I . I I I . ; . . 11 . . . � I I I I I I � � .. I �t z I . . I . I . I 1. . I .. I . I . . I I � I I unless noted otherwise.* All final Vegetated .slopes. shall be 3:1 or less.. i 1, I - - . I k 11 I . . I � , I . . � . I . , -- , ; . � . I I . . . .. I I " . - - 'Ia� \ \ ". \, % , I , � I . . 11 . . .. F. During construction, the contractor shall inspect all erosion control barriers and. I I . . BENCI�l MWARK. I , I 1 I ) , --, - .vt--l", , " ,� i I ! � . i � I I - . � I � . . � . . � I � CH'SE1 . I 1 J li&,. I I I I I � ,. ctices . � ,� I I . . . � I I I I "X" SOUTH SIDE 11 . ; ) \"_ / ,�� \ S N , % \ , , , , 'If I J 1 � I i I � I ' i . I I k . ; I � I I . . . BONNEIT BOLT ELW,=85.7 -------77----, \\ \ ', " ' \ ', \ / if I I I � . . .. I ontrol barriers shall be �- F, �- \ - _-, ,_-----70--, . 1 6. Product Specific Pra . . I I � drainage structures after every. rainfall event. .The erosion c . 12. If final seeding of the disturbed areas is not :completed 45 days prior to the first killing I . . � � 1 2 , '�_�F_"' "_N�,_ r - ------- 7P,---------\�, \\ \ \ %, \ % v - i . . . . . � I - . I 11 i I f I . . . I � . . I I 1. � I , I , W --- -_ I .. � � � . � . I., I .- � I � I repaired as needed and accumulated silt and debris shall not be allowed to wash � . . 6 J .. �, Wi-T.I.-, __11 -X-0, I I " ", \ �Y_ I : � I . . I � . i ) " , - P I A) Petroleum Products: .. � . . . . I frost, use temporary mulch or dormant .seeding to protect the site. a - v-, -Z:!��,.-= - - \� v �% -, 1, � I I.. � . . I I .- I . . . . area. After all construction is completed, the project � until c I . I nd delay seeding f _� �� - - - - 1, 1: b ,E I I I 1, . I 1 , , � . I I I . .. . I . I I . . .1 ! . 1__��_ -e4 --- 1, , 'k .',,---;,iii -------- -----a-------------, V, , I , � �;;;; I I � 1: ! I I , . � � . . I into the adjacent resource the next recommended seeding period.. I � � I!- �, mp.,Rh- ; - . � I . . . � . I I I I . - It-, - -_ _Z: ------------- - - , , % I I I I � . - � I . I I � . , �_ . - . . � I . I . . � . . . . . I . Q; j , I- - __�Lw - - - - - - - N � f I I . 1. RefuelinO vehicles will be DOT Certified and have SPCC I I area . shall be cleared,of any sediment or debris. I . � I I , M '' -_ �� I -_ \-, %; ", %, - � - f I . I I I i � I . . . . I I . . I . . I . . 04: ::: .. __-, Z I T, 'g---- 1, f i, " " � -4,� 1 > . I . I � . I . . I I . I I I . � � . I I . I 11 -------- �i ,I . I � I I . I . I , i I I I 11 � I i I % -, 5 1 ; . WF#A6 . S � I � Plans ir� place and contain emergency equipment to contain I . I . I 1. . . I I I I . 13.. Temporary -seeding of disturbed areas that have not been -final graded shall be completed . �. - I I / ?I : � i , I I . I I I . . . . . I I . � . � . .1. 'i - I I i . I I I � . I I � . I I I I- I I . I � I . I 11 . -1 " _ S"MA . 17_.; 1'. --- I ., I i I I . . I � . - -0 , 1� r * I � I- I I:! I I I I I . a : J:` - �, f I i n and clecjn up small spills. . I . . . . . . . . � � I I 1 I . 45 days prior to the first killing frost .to protect from spring runoff problems. � - ,�: �ji _tmll�,� i �V_ -_ I �.. . . I 1. . . I I . . I I � . � � I I %I- - �0'0 rM) _i� i:� ? --ee'v�m,l . " I I t - - � I . . - � .... I Iii ' i I I I I I .... � . . . I . . 4. Access � - , I . . . � . . .. . , I ::ii��:::�:,i,i:�i��ii "D . I Ili I'VI I I . I I . I I . � I . ,. ... " 1 I VCR -1 � . I I � � � k�!... . " �, I I I � j. ,' I / J if I tDOE OF BORDERING I I I ��! !i�-..2-.-�.�,-.-..!�:�-�� �!�:�i!:;�;��:�' il:�:�i:�;::�... - .. � � I . . � � . I � . � .1 � . I � I I I . . I I . . .. .r 1 - i,:;:. I i Ite construction vehicle . . . I ....,.. " _ " ::::.�� : �-:�:.::. 11�11 , 11 �i i , I VLULIAILU WETLANDS 2. All on S, s will be inspected for leaks - - , . I � :...11. .'..L.-.. .�:, :-!,��i;.:!!��:j ,.,....... ,A I I _ . � -1 ... . � . I , ... .�._ . �,:��:!��.�,��:i��:���ii!�;:i���:;!�����:i�::�"'��-.�...-,.:.��i�:! .:.: 1:�:,:�-,�'��i�:� ij�, I �, ( ,f I ; 1 f I',, I I I � " 1 i'�4 1, F I" 1/ � " . � � 14. Revegetation measures will commence. upon completion of construction except as noted ... ....... _ . _-'��:,��i�i! - I... .1 . . :::.. . ___ . ._.. _M..'r... _ , �., . ... I � A7 41 1 1(m) I . . ., .�� - 1 ,7, i I and re a.ive regular - preventie maintenance to reduce the I . Access to the stormwater systern will . be available from. the upland portion of the site. . I ...... �............ . . � ---- - -- ,--' I I ,M/ 1! I l'!1 1I0J;/ � . . I .-..�.� ;*I-_ , . . ....... .. ` : I I . . - _.., -,�,�.*.*7.*.,...-.���:.-.:.*-�..-,�:,.�, 17S_______ ,� " c . � :;:�--i!.-_..�!�;j�i: :. *_ ! . I ... " ... . � .!�,:; ���*11�:�� �:ii! :: � � ....., I.. \ 1", -�,-_,� I .--- - , , 11, / / " j 1 � Xf- . . _. ; * - ? i I . I , T� 11 i � � _ ... . . I I . . I ''I I . . above. All -disturbed areas not otherwise stabilized will be graded, smoothed, and : `:-, *. * - ... ,� --,�- -`,'*.., .... I 0 � I I � I . . . I 11 . I w �.���i:�!..... - 1� I � . chance Of leakage. . � I . . -1 . I I ,��:!!�!i��'.i��;;�:�V ..., " _', � - , , I i'NI s ,,;I . . . � . � . - - � .. , I . - .. -_ � . . . I I . � . . � .. ca , I ! �,, . . . . prepared for final seeding �as follows: nii---i............... . . . . . . . . . .. . !.,;�".: -::: W,:- .. ---" ,4i ,,I I lVi I . . I I . I .1 I � 1. I � 1 _____!2�__ .�/Il I I; I i I ; I � I : I . . I . % 1. . . . . I . . .! , __ ,� I I I 'a � � . � . � � . .1 - "_4-_______ ----. _::�:---, f 1, / � � ,,, I / r I I 11� ,� I : . . . ,.,: . 3 . . . I . . " � . . . I . � . . - - I I . I I 1 AM5 r I - I rrm � M - I . . - I I . I . . I . . . .:�- --�� "I - .9 . I � I 1 3 Petroleurn products will be stored in tightly sealed � . I 11 � . . � - I 4&4%,is �,;:; ,� ---- �---- .1 I - I. . ! . I I . . I � � " "I', I � i I I I . .1 � . . 5. Public Safety I � I . . . � . I � . . A) The topsoil hall have sandy loom texture relatively free of subsoil ./ 1, I ,,,,- --------- - -, P;, ! 11 / 11 i I . � I � - - .;� -.-. ��_ - 11 � . � . I I . . , � . . I'd 1: I , ,W I I � I . containers, which,. are. properly, marked.* � � 1. . � // 0 �, I i � I � - , . . . I I 0 � Z ,�i I -1 I! I I . 1l . 11 I I I . � . I I I I m I To. _,,, --V-V . .- , �, .1, . I I . I . I : 11 I , " - _ , J I � . . . i . - debris, and shall be placed to.a -minimum depth of four (4) inches on all ' I - , CW - 11 -- ------ ------ - �',� 1 WFIA8 � � I I . I . � . . .root .� , E - tys�� . , � . I � _� ,_ ��::-. . i I . . I . . . 1. I . I 11 . I .1 I I I . . I . The Contractor will comply with all OSHA regulations during construction. Competent' and , � material, stones, s,, lumps of soil, tree Ii bs, trash or construction . . , , 9P/ -1 - _ , , v; i I , i ; I , I - . . . 1. I I I I ; I 1 '17 W � . I . 1. I . . . . . . .. I 1. . � ' ified on the drawings. . I I I I /1 I �'R I __ ----- � ''. I 11 I / .1� _.�r . - . . . .B) Fertilizers: I . I . . . � loom and seed areas . I � 'S , .--- I I I I . . I . , I . .� .. . trained. personnel will accomplish the cleaning of the drainage swales. I I I . . . , I 11 I / ,�? , " -, U .1_ : ; / � <5 - . I . . . . I . I . � I . I . I / . I - _e- I i 11 . � i I I . I i � '. t 00�;,, 1 . All fert P I . I I I . � � f M , i : . I I I I I I I I . I . . . I I - , I I I I I ! . . . I I I I � 11 I . . . - . � ' � . I . I I . I f " , __'� I �& �', /- . I P I i � . . I � 11� . I � . ! 11 I " t� - � ; f . I 11 -_ : I turer's . recommendation. I , . I . I I _� I ilizers will be stored in a dry rotected area and only used according to mdnufac . I � . . . � I B) Apply fertilizer at a rate of 650 lb per acre a '/,'/ - _:-. I *1 I � I I I .1 . I . � . . I . I I I � I I . I I I I . r 1 4.9 lb per 1,000 SF � - , -, - , , / I .1 I ; � . I I - . I . �,r .. r � I I � � . . I . ? � i / , , " " J, ,"� f � I . J . I I . I . I ,� . 6 1 1 1 1 . . - . . . ) � i.:- ?.r - : - __ I I ,,,, , , , N 1!111 I J _� 11 X I - /I I 3� -Z�- . I � I I � . � . . . � I . Illicit Discharge Compliance I I., . . Apply ground limestone (equivalent. to .50% calcium. plus m . . I I / I . __ i - I , '� � . . I . . I . . � I . . agnesium oxide) t I / -./ .. ..... I I ;, t_'z-, t I .1 CULTEC 330 HD ROOF RECHAR . : . � , . 11 . I 11 I . I . .. 1. I I . . I I . .1 I . . I . .1 I . I I i I / I ,�: .. � , , 11 , 1'�, " (2) ROWS . / I/ I . I . I C) Concrete Trucks: . . � I I . . I . . I � I . . . . . I - J I "I ,�,,,,, ,% f 11 (4) LINITS/ROW . . i � . 1 1 1 - I I . . . --- " " . . . I I . I I I . . I I . � I . I . I I ; - , " ,�, � WF� - . 00 I . I , , J '! / / , , , , . I I � at manufacturer's recommended rate. I I , � . . . 6 The . . .. I I . . . . I .: ;).-. . �. �. . \,,, � i / : I � . 1 . The site contractor is responsible for designating a safe � project, as designed, does not include any illicit discharges to the stormwater � . . . � . . . I /,' t_-1-. __,-� '_,,,��, I . I I I i �_ '! . I I . . "... . � I I I i I C�o r r- � - . I I I _Jer, " -,',, 1��,,,,-, 1P I -. J I 'I � areas, for I management system or* the environment in general. There will. be no hazardous materials . ; I ,...: � .. .... I---- ,,�\\ 0 . I . away from abutting 'property . and resource . I . I I . C) The design mix for seeding shall -be in accordance with Landscape Plan Design. � I 'i .� 11 /- I ....�.. wa._. - ._,_--,?1.-, � ? ,I i% C111 I . IT- 1 area, . . _k , " 0 11 : . � � - - .... \ N Nk %., ,,, § 11 - . . . I � - 1. I "S , �...- ;:�:'..��, ------- P, � , I � I . - stored in the project area -and there are no wastewater discharge streams associated � The seed mix shall be inoculated twenty-four (24) hours before mixing and � � . 1� 11 t, $ ? - :i:��-,�;,�. \ '\ $ \ . concrete disposal.* � . . I . . . . " ::. � _r:;� �!: �, ` - % " 1:1 Alp RAPkMMNWMENT (�P.) ,:5 in . excess . . � � . . I .! �� '.. I I'll 1-1 I , . �� r:;��!:�, �� r:;�,!: . � . I � . - . � . I . ..� ,� " I I 0 0 �L�- , - I I I � . � . . I I " I � . -;;�! -, , \ N\ ' � .. 1 15 ; . . . . I , �., .4 .1 --:.� -*.::. , I C - I - - . . with this project. I . . I . -,Ia--- -, I . . . � . I I -� . �� PO < n 0 i . . � . � . . - - . 11 . I � planting, with appropriate inoculum for,each'variety. I r I I ! It , f I � I � I � . - . � . . - .. I . . .. I . . I I � . . . . . . I . . � I I i I I , , � / , "�, ... �� �_ �\ 1, ,, I I N I -_ q) l__ I � � . � . ,. . � . I _. � � . . I . . I , . I I � I I . I I �! , .1 " t -- �!�j�;. - I N, "\ - 1$ % . Z 0 (0 "4 I ! . . . I . I I . . I I I , , ; - �� . - I I . I _J ! - �l I I . I . I . . . I ., , . ::: .... i�� ROPOSED ,TREE Ll i % I r', . I . - I - � 0 - I . I I . . I ,I A�l 46 11 _.. 1) . . � I . i I .. . � . . I I I . I . . I - - ... " I I "I � . . I I . 15. All temporary erosion control measures shall be removed once the site is-s - R .. '' 1�1 % 21 - 4 11 � . I . .1 I . . . � . . . /M . I I I I r � .. I . . . . tabilized to I 1 17, ::J �'_ .,.* ..... I �, 1 2 n . . . I I I I � I � t 4i, .�i!::!��..- -1 CL � ........ J I � , . .1 :::!F I , :1,. .. - ....I.I.. I 11 1� I 1 7. Spill 'Control Practicas - I � I � I I . . 7. Funding for 0 the satisfaction of the Project En ineer nd the Conservation I I 1�?�_ / I � `11 � � � , � I I i .1 I . . � . 9 I , ,;, . . _," " < - I i . . . I I . I I I e Commission.. � . I - " - / I t . . 1_1�1 I I I . ,_ . � - I , W I ,_ % � material management practices . I � - . I IV I 11 11 / I . . t , I I In addition J,o.the good housekeeping and . . � � ..� r I 11 "I I�l i �: �,�;:, \,_ � I � . . The cost of maintenance shall be. the responsibility of the owner. The projected: annual 16. The contractor must repair or reseed any areas that do not develop within th . � ! i .: * , - 11 , . I . I I I discussed .in sections' -, the following practices will be , I I ... K � I �, . � tha previous of this plan, I _ . . . . - . e / maintenance cost is approximately I . I .� � I I i - 11 , fi � t t�; i t - I . . I I I , I l do so at -no additional expense to the owner. . I �'�,� / /I , � ; I ... *1 I . followed for Spill Prevention. and clean up during ,construction: . . . �. � . O..... " I . . , . I I � . . . i I. -I 12' RCP / / I / . I . � - . . - . I I . . I . � I . � I � . � I . . . I . . � . I 11 1 -7� � I .11. ;�7 : �0.083/ ,, / I -, � . . . I I . I I . I I . 1. I . . I. I I . . I 1. I � .1 i i S.�# Ek , ��. I ;.,_.,._;;.- -7 `:'., f 11� \\\\S , � , -1 i - .:...;.:.'I- ,11 / 1 EIE J,'t/ I � . � � - . f , -- i 1?.- , ,.. ., � ", , IERGENCY-1 : . . I ,. . . I . I., . . I . 17. The normal acceptable seasonal seeding dates are April 1st through June 15th and , I ;�*�:�:����i--.�!;!��!:�:����',,�-,,�i � - .� -, , " I G' y I I . I 1. Manufacturer's recommended methods for spill clean up . I � � I ,. . � � . . I I I / / 1", I ,� _ " I " i I I S P I L L!W:AY � . k � I I . . : . . . . I I 1 - it I / 1, C: �ft V 6 . . / � � . . ... � I . I . . I . � . , ,/ " ,� lip, -, . . 8.5, . - � . . will be clearly posted and site personnel will be .made . I �. .1 . . . . August 15th through September. 30th. .. . � / �',. � V,2._--- --"-:!.-' ELEV.=68.50 I . . , , / .1. ; 7. . � I . , �rd ::]i:j�j:::: � .. .... , ... I . � . I � . / / . .. ... ..Z.- i I I I I I I I i - N " / . � I I . I . . . I . I / J ,�', - I ..... i . . . . . I �. I . I I . .5'.:IJMrr:.O -1. I -1 -�, �,_,, . I ; . . I � I I aware of the procedures .and the location of t he information .., I I . � I . � I . I . I . I . . . 11 . I J .1.. ' �ii1:-,.i�i�i�:�!�i�i: t I � I . : I . � . . I . I . f E�"�9 .. ... � '-�,,, i � � I I I I 1 18. Stockpiles of top 11 ,/ I�WbE /',� , - I � ::Z:'�:::!� ..... I " I i I . I and clecinup - supplies. . " . I . . I � . I - � . I - I . I I . . soil shall not be located near.the' wetlands. They shall have side I I I , ! ; -te � I.... �K_ ....... ���:� ,:T.. I I i � ! I I , I , . : , i . . . I � . � � 0 � I . . � . I . I I . . I I I � � : . � . . I I ;--7�,;- I- � [I �IM; I � � I . . : I \ : .:.: -- . I ' . . . . � . . slopes no greater than 1:1. An erosion control barrier shall be, set on the down gradient . I /� :!7�:�i:i�*: ��_;�_ !i- I . I I i I I . I I . . . I i i t �11, Xn�:�.... I 11 I I . � - ery. . I � . I � I . I I . I . � * � . � I .. I I i I I ..:.�:,;;; .:�::�i�j: --- !:_ - ; . : �� : . . . . � � I I i . : I . 2.. All spil _ will be cleaned up immediately after. discov . . � edge of all stockpile areas. 11 I I I I -� . I � I Q I . � . 11 . I . I I I ''. � � I � I I I I 1 ; I , J/ .: .�.:�!i�;!�i��:�:, ..!:�i:��:i�i�� A I I I � . . � . I , � . .� ., � I I . . I 11 ! i - i��iiiij�it:� -, I � I . 1, V. - ��; � .." I I I . I . . . I I . . . . I I I i I , - �..� _.. - , 'O ONTROL STRUCTURE f , . ! I I - . . � I . I . i I I 1 I 1� .7 7C ��, �i��ii�ist.'-.'.-,�� 4 DLk ORIFICE INV =66,OD � . . . I I I I � I ....S�j-., -.:! " : ,, : . I I I I I ' - DIA. RCP OUT= � I . condition, -all personnel . � . . I I I I I 'I � I _� ,,,,, �I i2 55.00 I I i 1 3. If any threat of explosion or life threatening . . I � 1 19. A maintenance and inspection report will be mad ? I ........... - . � I . � . I I - V I , . , , 1. ,.�. . I . � . I e after each inspectio , N . , I ''. , � I : I I I I ion and the site - . . I � . . �. . I � . I . � � n.- A copy of the I I 11 I � '..:::.-_;-:Y.� � - - I I . safe locat I � . I . � . . . 1. � . I � I . � I . I , 1�� I � - .,:�:�� .. I- i __T-T _____1 .. I � : i I d from thearea to a . . � . . I . . . . . - . I report form completed by the inspector shall be kept -on site. I �!j::!;;:�:�; �ii�i�z� J I I jf I I � I . will b . . � .1 I . . � ; � - I I . i .. * : ... ::.-�.....�.�..:��. I � d so am � i I � . I I � I I � . � . . I I I t 1 1 1 � � . I I . isor shall contact the local fire department for assistance. I I I I I 11 � � 11 �, I /;.; , IELEV.-65.50 I I I � 1. . I . . I I A .�:::. .. � ;: �� I ! I supery � . - . I � . . I . I I . I � I I . I t:::j. i:i��::1�,:�:�. - //�///;/ � ! , 1. � . I. I . . . . . I . . I I * � ! I I 1 , - . . _: �..o . I i I . . . . . . I I � � . � . . � . �20. Construction site supervisor will be responsible for training workers in all inspection and I i I :*. 3--� / I 'i ! / " " / ", I ; � I : � . � � I .. I . . . 11 I . . " � I .� . � . 11, � I I . 1 �', I I f I . 1 i j * " / / WFJA13 . � � ! 4. , The spill area will be ventilated. and personnel will wear. . I . . � I . . I maintenance practices necessary for keeping erosion and sediment controls in good . . I ! 1, 1, t � 14 / ,,,, I � . . I . . I . .1 . .1 . - 91, " I I I " I i J�', I I � I I . � . . . - . � . � . . . � , I - , 7 � � � . I . , I . . . I � . � . I- I . I . � . 1. I - _� - f I ? -, V i � . . I . . - . working order. . I . .4 - - � 11 _ - , .% I -1/1 � 11 11 'ate protective clothing to prevent injury - . � . . . . . . - � I 11 I'- , I 11 / 7/. I . ; ipri . I � I I ,-- � apprc from . I I I . I � 1. I . . . . . . � � . , " _ >1 - � , "� . r I . . I . I . I . � I I I - -, __1 �� , � . . . . . . I . . . � I I . � � . I I , I . , -�:�;-_,�� .4 5� , , '' I � I . I I . I I . I . contact with a hazardous substance. . . I . 11 I . . � . I . . I , .i 11 - _____ �, I _y_ . � I I _____ � . � . . - .. I - I . . . I � . I ' ' ' I ______1 1<,-,"', I I I I I � .. . � - . I . I 1. � . I I . I . .. - � .. . � . . I I t � '�- I ACREENE15 � - _�_ 1-�, I � I . I . . . I ,,, . . . I . I . . . � I \ I 11 'I r'-i UVIOPSTER, 11 - I ,,, , � A . � . - . .1 . I I � � . . � � . ) k �11_ , I - -, _�,___ _� I � ; I . . . . � . . . I 11 ' _____S5^ � -, 17 ( I . � . I ible for day-to-day operations I . 1, I . . I . I . . I � � . � �. I I \ , \ \ \ � - i , - , I i * I 1-5voe. W "I . . . I 1 5.. The .site contractor �respons . . - . . , .. I . � I I � . . � k , 1,1 1, VAQ 1, I - 1�1 S i I ! ! . I . . . . � . . . I I I I I . . I I ,. I I I k - I I . . I - I . . I I . I . . � , " -, Ix I � I - . . � . � prevention and clean Up coordinator. He , . . I v � � t I ;.� � I -0') , � I I . � . I I -1 I 1, I I - , � � I I I . I � I . - . . . . , I , , - I i, I � \ I � I 41 -, S I i I will be the spill I . . . 11 . J . .1 I I . I . . I .- . I"', 11 I I , � I I �r . �_ ; I I . I . � l who will . � � I . . I I . I � � . I /' " � ,� , I! . i I � . . � I I � . . � � . � � I � . . � 'i. � i � 1 , I I It 11 i I _J ; I � I . I will designate at least three* other sit I . � I I I . . I . . I 11 I I , � ' , ! f,� 14 - I i I I I .1 . . I .: . I � .. � - . . - . . . I 11 1, I % I I I [,,, ', 'I 4 I I - - 0 Ir- (n i I I i k I , I I . � . . receive spill prevention and cleanup training. These individuals . . I - I I __ - � I I . 1pl��_78.26 __ I I I I ; 'A I . I . lk /I t I . ; I I I � - I \ I I t 1 i � . I . I . . I . . � � \ 1, ; " i � S, I It 1, I I . . � i i I I I responsible for a particular phase:of . .. . � I . . I � . I - I . I - I I , I \ I t I It I - I � I i� - I i . � � h I �, . . . I I - I - I � \ �, I - : . I I . . I � . . . � . � . . I I � . . . . - . I I I I I - . I . I 11 " \11 \, \ % It I FLARED END jp��-Vq X, � I i I I I I . , I IW.=66.50 1 L � I - � ; � . � I . I . . : : I I . , ,� I prevention and cleanup. . � . . . . . I . � I . . . . . . . . . .. . . . ''I . I . . . I I . . � I , . . I-_ ` I � I I I . . . .1 . - I I . . � I . � � � I I I ,0- M ! � , � . .� . I . I � � � . . I . I � � I . � . . . . . I SILT FENCE C ATI H IN I I I (k D � : � I I I I . I I � . . I . FkG = ;;z _J I i � . � . . . I . I . , . - . . � . . � . I � . � I I � I = I . -r � ! I . . . .. - . . . I I . I INV. 67.00 1 1 . � . . I . . . I . . I . I . � I .---- -_ -_ . . � I I . . . I= . 0- I . < - N i I I I . I . I I i � I I . . ,� �. .--- I I __ - . . I � .. . . I . - . . � ____ . � I � I Lli to (-) ' F--; Z41:z ! � . . I � . . . I - -.---.- I I . � I � . . . . . . I., . I � . I . � . � I I , I . � �. I � . i i . 11 I � . . I . I . I . W � I I I . . � � .. I . . I I I I I . � I - 11 � . . I . . � 1. � . . I . � I . I I .1 (0 (7) � M . ! � - . ; I i. I I � 1. I � I . . . � . � . . I . � I .., � � . I . I . I . ,. I I I � . � I I . I I . . � . I I . , � . � I I I 0 � . I . . . � F . � I I . I I I . . . I I I . . . � . I I . . � I . ,. . . . . � I- ; I . I ... � . I .1 � � . � � . 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I I ... . . I I I . . I � . � 1, I � 1�1 I � - .. � - . I . I I I . I I I - � . - I . . . - I � . . I . I � . . I 11 I I . � . �. 1 I � . .1 . I I I I I I . I . I . . . I I I I I I I I I I . . I � I I , I I I . I i . I J I . I I � I . I . .. . I r, 1, I . � - .. I . I ,�, , . I I I 11 I . I . I � I I . I I . � I � � � . .. . � . � I . - . . . . . . . . I i I � I I.. . . I � . I i � I I . I I . I I I 11 I I � .1 I . . .: , . ., 11 . I � I . I . I . � I 1; I I . � I I . I � I I . I _. I I I I - I - I I I . . , . I . I I I � I I � I � . GENERAL NOTES: 1. GENERA COi�D I O : THE GENERAL CONDITIONS FOR THIS CONTRACT SHALL BE ALA DOCU EMT A201 1997 EDITION) EXCEPTAS HEREIN AMENDED. 2. SCOP WORK TO INCLUDE DEMOLITION AND CONSTRUCTION AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. EACH CONTRACTOR TO FURNISH ALL LABOR AND MATERIALS NECESSARY FOR A COMPLETE INSTALLATION. EACH CONTRACTOR SHALL RESPECT THE WORK OF OTHER CONTRACTORS AND ARE RESPONSIBLE FOR AND LIABLE TO REPAIR OR REPLACE' ANY DAMAGE CAUSED BY THEIR WORK. 3. .CODES:. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL AND STATE CODES AND REGULATIONS HAVING JURISDICTION. THE CONTRACTOR SHALL PROTECT- AND INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM ANY SUCH CODE OR REGULATION. 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, INSPECTIONS AND APPROVALS. 5:, Utz ALITY: WORKMANSHIP SHALL BE OF THE HIGHEST TYPE, AND MATERIALS USED OR SPECIFIED OF THE BEST QUALITY THAT THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS. 6. COORD AiSUBCONTRACTORS AND MECHANICAL CONTRACTOR TRADES WHETHER COORDINATE HEY RECEIVE THEIR 1OTHE GENERAL OF ALL TH CONTRACT FROM THE CONTRACTOR OR HE OWNER. THE CONTRACTOR'S INSTRUCTIONS SHALL BE FOLLOWED BY ALL TRADES. 7. MECHANi &LJRADES: HE MECHANICAL AND ELECTRICAL TRADES SHALL INSTALL THEIR WORK AS RAPIDLY AS THE OTHER WORK PERMITS AND SHALL COMPLETE THIS WORK BY THE TIME THE OTHER, TRADES HAVE FINISHED. 8. EXAMINATION_ OF HE SITE AND - DOCUMENTS: THE CONTRACTOR, BEFORE SUBMITTING HIS PROPOSAL., SHALL VISIT THE SITE AND EXAMINE FOR HIMSELF ALL CONDITIONS AND LIMITATIONS WHICH EFFECT THE CONTRACT. THE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CONTRACT .DOCUMENTS. TITLES AND SUBDIVISIONS IN THESE DOCUMENTS ARE FOR CONVENIENCE, AND NO REAL OR ALLEGED ERRORS IN ARRANGEMENT OF MATTER SHALL BE REASON FOR OMISSION OR DUPLICATION BY ANY CONTRACTOR. 9 SEPARATE CONTRACTS: THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS IN CONNECTION WITH THE WORK. THE GENERAL CONTRACTOR SHALL AFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE EXECUTION OF THEIR WORK AND SHALL PROPERLY CONNECT AND COORDINATE HIS WORK WITH THEIRS. 10.GUAR EL. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE UNLESS SPECIFIED OTHERWISE FOR A LONGER PERIOD OF TIME ON CERTAIN ITEMS. 11 TRASH T, ON L- PRIOR DUMPSTERTANDSTARTING P PICKUP SERVICE THE FORGENERAL CONSTRUCTION DEBRIS (DPROVIDE UMPSTER CONSTRUGTO BE COORDINATED WITH TE OWNER). AT THE END OF EACH DAY, THE GENERAL LOCATION CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE AND OR WITHIN THE BUILDING. IF TRASH AND DEBRIS ARE NOT REMOVED, HE OWNER MAY (AT HIS OPTION) PAY FOR _ITS REMOVAL AND BACK CHARGE THE CONTRACTOR. 12, THE CONTIEPANCIES TOLVERIFY ALL THE ARCHITECT MBEFO ES AND PROCEEDING CONDITIONS WITH THE WORK. AND REPORT ANY HEATING, VENTILATION, PLUMBING, AIR CONDITIONING AND ELECTRICAL ARE PART OF THiS 13. HEATING, CONTRACT. THE CONTRACTOR SHALL COORDINATE THE LOH.V.A C. ISDBYSIZE THE OWNER,OPENINGS FOR VENTS, PIPES, DUCTS, INSERTS, BOXES, HANGERS ETC COORDINATE THIS WORK WITH THE U.S. POSTAL SERVICE 14. ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC. SHOWN AND/OR NOTED ON ANY PLAN OR SECTION ,HALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS OTHERWISE NOTED. 15. THE GENERAL CONTRACTOR SHALL SAFELY SHORE, BRACE, OR SUPPORT ALL WORK AS REQUIRED. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTION, OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL RELIEVE THE CONTRACTOR OF THIS REPONSIBILITY. 16. IT IS NOl THE INTENT OF THESE DRAWINGS TO SHOW NOR INDICATE ANY OR ALL FASTENING OR FRAMING TECHNIQUES/DEVICES, NOR BE ABLE TO SHOW ALL CONDITIONS PRESENT. 17. IT IS THE OWNERS RESPONSIBILITY TO SELECT ALL FINISHES: IE; PAINT/STAIN, VINYL WALL COVERiN(,, FLOOR .MATERIAL, CEILING MATERIAL, MOLDINGS AND ELECTRICAL RECEPTACLES, ETC.. IT IS THP CONTRACTORS RESPONSIBILITY TO PURCHASE AND INSTALL ALL ITEMS AS THE OWNER SELECTS THEM. 18. NOT USED 19. NOT USED 20. STORAGEi THE CONTRACTOR SHALL PROVIDE ON SITE WEATHER PROTECTED STORAGE SPACE, IE; TRAIQ_ STORAGE OF CONSTRUCTION MATERIALS IN THE EXISTING BUILDING WILL NOT BE PERMITTED 21. NOT USED RY R C S: THE CONTRACTOR WILL PAY FOR SERVICES (WATER, TELEPHONE 22' rND EL �TRICITY AND WILL TURN OVER THESE SERVICES TO THE OWNER UPON FINAL AND ELE.0 ACCEPTANCE OF THIS PROJECT. 23. THE CONTRACTOR SHALL VERIFY LOCATION AND ACTUAL DEPTH OF ALL EXISTING SANITARY PIPING, STORM DRAINS, GAS AND WATER MAINS, ELECTRIC LINES AND PIPES. HE IS ALSO ADVISED TO VERIFY ACTUAL INVERTS OF SANITARY AND STORM MINES BY HAND DUG TEST PiTS WELL IN ADVANCE OF TRENCHING AND CONSTRUCTION. ANY DISCREPANCY IN HIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT. ALL NECESSARY PERMITS AND APPROVALS MUST BE OBTAINED FROM PROPER AUTHORITIES. 24. ARCH ^- III MECHANICAL ELECTRICAL & SPRINKLER:' EACH CONTRACTOR SHAM SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 25. ALL WOraK IS NEW UNLESS OTHERWISE NOTED. 26. DAMAGE: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING BUILDING, WALLS, CEILINGS, FLOORS, FURNITUREREPAIRED AND/OR FURNISHINGS. REPLACEDAASDSURFACES DUE TO REQUIRED AND BLEND TO CONSTRUCTION TO BE PATCHED,, MATCH EXISTING ADJACENT SURFACES AT NO ADDITIONAL COST TO OWNER. 27. HE GENERAL CONTRACTOR SHALL PREPARE A BOOKLET CONTAINING: A.'UST OF SUBCONTRACTORS USED ON THIS JOB WITH NAMES, ADDRESSES AND TELEPHONE NUMBERS. LS B. IALL NSTALLED, LLS I E SUEDANDR ON TO ITHE OWNERSPMENT PRIOR TO FORiACCEPTANCE OF EB ILDING AND PRESENT BOOKLET TO OWNER PRIOR TO FINAL ACCEPTANCE OF OWNER. 28. NOT USED 29. EX STf1 G UTILITIES: WATER LINES; MUST BE DISINFECTED IN CONFORMANCE WITH AMY SPECS. #4-1. EXISTING SEWER LINES TO BE CLEANED AFTER CONSTRUCTION IS COMPLETED. 30. NOT USED 31. LAY IN CEILING- PANELS: LAY IN CEILING PANELS TO BE 2' x 4' LAY IN TILES WITH MATCHING GRID. FURNISH ALL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION. COLOR, TYPE AND MANUFACTURER TO BE SELECTED., 32. CARPEj AND/OR TILE: CARPET AND/OR TILE TO BE SELECTED. 33. PORTALL -FIRE EXTINGUISHERS PROVIDE WALL HUNG FIRE EXTINGUISHERS (UNLESS OTHERWISE NOTED) =` AS UIRED BY FIRE ARSHALL. t .34. HANDICAPPED REQUIREMENTS. A. THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WITH THE ARCHITECTURAL ACCESS BOARD AND AAB CODE FOR THE STATE OF 'MASSACHUSETTS ,AND THE ADA INSURE THAT THIS FACILITY WILL BE ACCESSIBLE. THE 'FOLLOWING iS A PARTIAL LIST OF THE REQUIREMENTS. 1, AISLES MINIMUM 36" WIDE. 2: ALL DOORS WILL HAVE A MINIMUM OF 1'-6" CLEAR ON THE LATCH (PULL) SIDE OF THE DOOR. 3; DOOR MATS AND 'THRESHOLDS TO BE A MAXIMUM OF 1 /2" HIGH. 4: DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42" ABOVE FLOOR. 6. DOORS TO HAZARDOUS AREAS TO HAVE KNURLED HANDLES. 6, TOILETS: A. LAVATORY TO HAVE LEVER HANDLES OR SPRING FAUCETS. ®AR �B. A COAT HOOK 54" ABOVE HE FLOOR WILL BE MOUNTED ON THE BACK SIDE OF THE DOOR. OUT C. LOCATE THE WATER CLOSET 18" FROM THE CENTER LINE OF THE FIXTURE TO THE WALL, BUILDING DEPA , E THE SEAT 17" TO 19" ABOVE THE FLOOR TO THE TOP OF THE SEAT. APPROVE® D. ADJJACENTTWO TO THE WATER CLOSET, EDIAMETER CLOSi, 6"INROM PEENED HE WALLGRAB AND 34" PARALLEL TO AND AND ONE AND ABOVE THE FLOOR. i7 /v E. LAVATORY TO BE MOUNTED 32" ABOVE FINISHED FLOOR TO RIM WITH KNEE SPACE OF 30" IN WIDTH AND 27" IN HEIGHT. F. INSTALL MIRROR 36" ABOVE FINISHED FLOOR (TO BOTTOM). G. DISPENSERS TO BE MOUNTED A MAXIMUM OF 42" ABOVE THE FLOOR TO ALL OPERATING OR DISPENSING SLOTS. H. TOILET PAPER DISPENSERS MOUNTED 24" ABOVE THE FLOOR. 35. NOT USED 36. THE GENERAL- CONTRACTOR SHALL COORDINATE THE LOCATION AND SIZE OF OPENINGS FOR VENTS, PIPES, INSERTS, BQXFS, HANGERS, ETC. 37. ALL INTERIOR FINISHES AND FURNISHINGS FOR CEILINGS, WALLS AND FLOORS SHALL BE CLASS 2" WITH A FAME SPREAD RATING OF 26 TO 200. 38. SUBMIT SAMPLES OF ALL PAINTS AND STAINS FOR APPROVAL OF THE OWNER PRIOR TO APPLICATION. 39. BEFORE COMMENCING QF CO,THE GENERAL CONTRACTOR Will MEET NSTRUCTiONN AND DISPOSITION OF EXISTING �CONST CONSTH THE RUCTION MATERIALS TED OWNER'S REPRESENTATIVE EQUIPMENT. TO OUTLINE PHASING 40. ALL WOOD BLOCKING TO BE PRESSURE TREATED, FIRE RETARDANT. 41, NOT USED 42. ALL PIPING, CONDUIT, BX CABLE AND SIMILAR CONSTRUCTION WILL BE EiTHER LOCATED INSIDE A WALL OR INSULATED WITH A MN. 3/4 SPACE FROM THE WALL OR SEALED TO THE WALL 43. NOT USED 44. ALL PLYWOOD TO BE FRS (FIRE RETARDANT TREATED). PLYWOOD ON EXTERIOR FACES TO BE EXTERIOR GRADE FRS. 45. PR�VI E t D FRS PLYWOOD AND PRESSURE TREATED BLOCKING IN WALLS FOR ALL GRAB BARS, TOILET ROOM FIXTURES AND MISC. SEE PLANS r 1 tl tit G� p 3~ O CZ .2 .m a5g°®�®as, 'nEOE a., .0 o `rIS, ort a�U$����i a� ,r° pQ'p "'O i0 U O V9 C ® ;ems 3 tiv u avao'Oa'tamat Q �i:TTS o zCOa s r ' P 4, a '' \ "11h00 ' J 1 � b 1 � O a Z e z ,a oL;.j o ® 7 n N in to m o 01 CO 10) 1 C 4 p; 0 d 0 Z 6 IL 41; r1 to a d N Z a� C o a; v ID Q N v M � c CM v p u n .mc ii s o In, a A W 0 ® 04 W � f Com rehensit Design/Build Services. No part thereof shall be copied, disclosed to others, or used In connection with any work or project, • sand other arrangements on this sheet are and shall remain the property o p ve utilized b the contractors, nor for the.. uild Services All RIGHTS RESERVED The plans, drawings, designs, specification g ices. Com Yehensive Design/Build Services s4fia11 not be responsible for construction means, methods, tech-niques, or proceduresy Copyright©2018 by Comprehesrve Design/Build ed without the express knowledge and written consent of Comprehensive Design/Build Sery p other than the specified project for which they have been prepared and develop w p safety of public or contractor's employees; or for the failure of the contractor to carry out the work in accordance with the contract documents. Comprehensive Design/Build Services limit of liability for this project is limited to the extent of its fee less third party costs. J �tz13ss Rom( SITS L.Ocue 1=L.4N SC,ALI N.TS_ A°ijartmouth, 1 i r k r CONSULTING ENGINEERS. '8TRUCTURAL ENGINEER INONE/NOT REQUIRED `MECHANICAL ELECTRICAL. AND PLUMBING NONE/DESIGN BUILD (DRAWING LIST: A0.1 COVER SHEET A0.2 GENERAL NOTES A1.1 PROPOSED FOUNDATION PLAN AND NOTES A2.1 PROPOSED FLOOR PLAN A2.2 PROPOSED TOILET PLAN A3.1 PROPOSED ELEVATIONS A4.1 PROPOSED CROSS SECTIONS GENERA N�- OTES: 1. DESCRIPTION OF WORK GENERAL CONSTRUCTION WORK FOR THE CONSTRUCTION AND FINISHING THE INTERIOR DEFINITIONS IN THIS CONTRACT FOR GENERAL CONSTRUCTION, THE TERMS: GENERAL CONSTRUCTION CONTRACT, GENERAL CONTRACTOR, CONTRACTOR, TENANT'S GENERAL CONTRACTOR AND T.G.C. ARE INTERCHANGEABLE WITH DESIGN BUILDER. 2. DRAWINGS AND SPECIFICATIONS A COMPLETE UP TO DATE SET OF THE DRAWINGS, INCLUDING APPROVED SHOP DRAWINGS, SHALL BE KEPT AT THE SITE FOR THE DURATION OF THE WORK, COPIES OF ORIGINALS, IF REQUIRED, OF ALL PERMITS AND APPROVALS SHALL ALSO BE KEPT AT THE SITE. A. THE USE OF THESE DOCUMENTS IS RESTRICTED TO THE ORIGINAL SITE FOR WHCIH THEY WERE PREPARED. REUSE OR REPRODUCTION OF THE DOCUMENTS (WHOLE OR IN PART) FOR ANY OTHER PURPOSE IS PROHIBITED. 3. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODES. 4. CONTRACTORS SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND COMPLY WITH ALL APPLICABLE BUILDING CODES AND ORDINANCES DURING CONSTRUCTION. 5. CONTRACTOR'S INSURANCE POLICIES ARE TO NAME TENANT AND ITS DESIGN BUILDER, M.C.M., INC., AND THE LANDLORD AS ADDITIONAL INSUREDS CERTIFICATES OF INSURANCE SHALL BE SUBMITTED TO THOSE NAMED. A. MINIMUM INSURANCE REQUIREMENTS 1. WORKMAN'S COMPENSATION AND OCCUPATIONAL DISEASE. INSURANCE a, STATE STATUTORY b. APPLICABLE FEDERAL STATUTORY (E.G. LONGSHOREMEN, HARBOR WORK, WORK OUTSIDE U.S. BOUNDARIES) c. EMPLOYER'S LIABILITY $500,000.00 2. COMPREHENSIVE GENERAL LIABILITY (INCLUDING PREMISES OPERATIONS: INDEPENDENT CONTRACTOR'S PROTECTIVE PRODUCTS AND DAMAGE, AUTOMOTIVE COVERAGE, AND CONTRACTURAL LIABILITY.) a. BODILY INJURY $1,000,000.00 EACH OCCURRENCE $2,000.00 AGGREGATE, PRODUCTS, AND COMPLETED OPERATIONS b. PROPERTY DAMAGE (INCLUDING WATER DAMAGE AND SPRINKLER LEAKAGE, LEGAL LIABILITY) $500,000.00 EACH OCCURRENCE $100,000.00 AGGREGATE C. PRODUCTS AND COMPLETED OPERATIONS SHALL BE MAINTAINED FOR A MINIMUM PERIOD OF 1 YEAR AFTER FINAL PAYMENT AND CONTRACTOR SHALL CONTINUE TO PROVIDE EVIDENCE OF SUCH COVERAf=E TO OWNER ON AN ANNUAL BASIS DURING THE AFOREMENTIONED PERIOD. d. PROPERTY DAMAGE LIABILITY INSURANCE SHALL INCLUDE COVERAGE FOR EXPLOSION AND COLLAPSE. e. CONTRACTUAL LIABILITY (HOLD HARMLESS COVERAGE) 1. BODILY INJURY $2,000,000.00 EACH OCCURRENCE 2. PRorERTY DAMAGE $1,000,000.00 EACH OCCURRENCE $1,000,000.00 AGGREGATE f. PERSONAL INJURY WITH EMPLOYMENT EXCLUSION DELETED $1,000,000.00 EACH PERSON 3. COMPREHENSIVE AUTOMOTIVE LIABILITY (OWNED, NON -OWNED, HIRED) a. BODILY INJURY $1,000,000.00 EACH OCCURRENCE $1,000,000.00 EACH ACCIDENT b. PROPEfN DAMAGE $1,000,000.00 EACH OCCURRENCE ALL SUBCONTRACTOR ENGAGED IN THE PERFORMANCE OF THIS WORK SHALL EFFECT AND MAINTAIN AND DELIVER A COPY TO ARCHITECT, CERTIFICATE EVIDENCING THE EXISTENCE OF, PRIOR TO THE COMMENCEMENT OF THE WORK AND UNTIL COMPLETION, THE INSURANCE COVERAGE NOyyyyyYYYY" TED ABOVE. UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS MADE, THE SUBCONTRACTOR SHALL SECURE AND DELIVER TO ARCHITECT ALL GUARANTEES AND/OR WARRANTIES ON ALL EQUIPMENT SUPPLIED AND/OR INSTALLED BY THE CONTRACTOR AND HIS SUBCONTRACTORS. UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS MADE, THE CONTRACTOR SHALL SUBMIT FINAL NOTARIZED WAIVERS OF LIEN FROM ALL SUBCONTRACTORS AND A FINAL NOTARIZED LIEN WAIVER FROM HIMSELF FOR THE FULL AMOUNT OF THE CONTRACT (INCLUDING ALL CHANGE ORDERS AND EXTRAS). FINAL LIEN WAIVER SHALL STATE THAT THEY INCLUDE ANY AND/OR ALL WORK ON THE SUBJECT PROJECT. B. MISCELLANEOUS PROVISIONS: 1. ALL WorK SHALL BE COORDINATED WITH, AND IS SUBJECT TO APPROVAL BY, AND THE RULES OF, THE OWNER. SUBMIT EVIDENCE OF SAME AS MAY BE REQUIRED. OBTAIN A LIST OF RULES AND REGULATIONS FROM THE OWNER. 2. STORAGC OF CONTRACTOR'S CONSTRUCTION MATERIALS, TOOLS, EQUIPMENT, AND DEBRIS SHALL BE CONFINED TO THE PREMISES AND IN ANY OTHER AREAS WHICH MAY BE DESIGNATED FOR SUCH PURPOSE BY THE OWNER. IN NO EVENT SHALL ANY MATERIAL OR DEBRIS BE STORED IN SERVICE OR EXIT CORRIDORS. C. CHANGE ORDERS 1. BILLS FOR EXTRAS WILL BE PAID ONLY WHEN WORK IS APPROVED IN WRITING. NO CHARGES BASED UPON VERBAL ORDERS WILL BE CONSIDERED UNLESS SO APPROVED. THE CONTRACTOR'S RECORDS FOR ALL CHARGES OR CREDITS SHALL AT ALL TIMES BE MADE AVAILABLE FOR INSPECTION BY THE ARCHITECT OR OWNER. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY AT ALL TIMES. 7. BARRICADES AND TEMPORARY FACILITIES CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY BARRICADES, TEMPORARY CONSTRUCTION, DUST SHIELDS, AND SCAFFOLDING AS REQUIRED. THE T.G.C. SHALL BE RESPONSIBLE FOR BARRICADE MAINTENANCE, REMOVAL AND REPAIR, CLEANUP OR ANY RECONSTRUCTION REQUIRED AS A RESULT OF THE BARRICADE. CONTRACTOR SHALL ARRANGE, PAY FOR AND MAINTAIN ANY NEEDED TEMPORARY FACILITIES AT THE PREMISES INCLUDING ELECTRICAL SERVICE, PROTECTION, ENCLOSURE BARRICADE, USE OF ELEVATORC�, AIR CONDITIONING, HEATING, TELEPHONE, AND SANITARY FACILITIES. 8. CONTRACTOR WILL HAVE A JOB PHONE ON PREMISES DURING ENTIRE CONSTRUCTION PERIOD AND PROVIDE NUMBER AND NAME OF CONTACT TO APCHITECT AND OWNER. 9. CONTRACTOR WILL HAVE FULL TIME QUALIFIED SUPERVISOR ON THE SITE. ANY WORK WHICH IS REQUIRED TO TAKE PLACE AT NIGHT OR DURING OFF HOURS SHALL BE VERIFIED WITH THE OWNER OR THE OWNER'S REPRESENTATIVE AND THE COST HOURS SHALL BE VERIFIED WITHTHE OR OWNER OR OWNER'S REPRESENTATIVE AND THE COST IS TO BE INCLUDED IN THE BID. 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL PROTECT ADJOINING AREAS FROM ANY DAMAGE WHICH MAY ARISE FROM THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ANY DAMAGE ARISING FROM HIS WORK. 11. CONTRACTOR IS TO COORDINATE WORK SCHEDULE WITH OWNER OR OWNER'S REPRESENTATIVE AND ARCHITECT. 12. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE DRAWINGS, INCLUDING OVERALL WALL DIMENSIONS, CEILING HEIGHTS, CONDITION OF CEILINGS, CAPACITY OF ELECTRICAL SYSTEM, INTERFERENCES SUCH AS EXISTING DUCT WORK, HVAC EQUIPMENT, SPRINKLER LINES AND MAINS, OR OTHER OBSTRUCTIONS WHICH COULD COME IN CONFLICT WITH CONSTRUCTION. 13. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, MILLWORK CONTRACTORS ARE REQUIRED TO FIELD VERIFY ALL DIMENSIONS. 14. SUBCONTRACTORS SHALL COORDINATE THEIR WORK WITH THAT OF THE UTILITY COMPANIES AND ALSO COORDINATE THE WORK OF ALL TRADES, PROVIDING ACCESS AS REQUIRED. 15. ANY AND ALL BLOCKING MEMBERS, SHELF BACKING, GLAZING STOPS, PLATFORMS, ETC. SHALL BE NON-COMBUSTABLE. ALL FINISHED WOOD TO BE TREATED WITH FLAME RETARDANT MATERIALS WITH A MAXIMUM FLAME SPREAD INDEX OF 25, REFER TO PLANS AND DETAILS FOR LOCATIONS OF WOOD MEMBERS. 16. THE CONTRACTOR SHALL ARRANGE, UNLOAD, AND STORE OWNER FURNISHED ITEMS FOR INSTALLATION BY CONTRACTOR. CONSTRUCTION EQUIPMENT AND MATERIALS ARE TO BE LOCATED IN CONFINED AREAS AND TRUCK TRAFFIC IS TO BE ROUTED IN AND FROM THE SITE AS DIRECTED BY THE OWNER. 17. SUBCONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL OWNER SUPPLIED MATERIALS THROUGHOUT THE WORK, AND IS TO MAKE REPAIRS AS REQUIRED. 18. ALL MATERIALS AND PRODUCTS SPECIFIED SHALL BE NEW AND ARE TO BE INSTALLED IN ACCORD WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. CONSTRUCT PROJECT IN ACCORD WITH THE DOCUMENTS AND APPLICABLE CODES. 19. SUBCONTRACTOR SHALL PATCH AND/OR MATCH ALL DAMAGED SURFACES, FLOOR, WALLS, CEILINGS, ETC. ALSO ANY DAMAGE DUE TO CONSTRUCTION. CARE SHALL BE TAKEN NOT TO REMOVE OR DAMAGE ANY WORK WHICH MAY EFFECT THE USE OR OPERATION OF ANY OTHER PREMISES OR USER. ANY SUCH DAMAGE OR REMOVAL SHALL BE IMMEDIATELY REPAIRED. 20. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR A SMOOTH TRANSITION BETWEEN DIFFERENT FLOORING. FLOORING MAY REQUIRE A LATEX FEATHERING, OR WHERE POSSIBLE, GRINDING DOWN OF SUB -FLOOR TO ALLOW A SMOOTH TRANSITION. IF FLOOR GRINDING IS NOT PERMITTED BY OWNER, CONTACT ARCHITECT. 21. ELECTRICAL SUBCONTRACTOR SHALL PROVIDE DURING CONSTRUCTION EXIT LIGHTING WHICH IS ILLUMINATED ANY TIME THE BUILDING IS OCCUPIED AND SHALL HAVE AN INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT FLOOR LEVEL PER APPLICABLE CODES. 22. ALL EXIT SIGNS SHALL COMPLY WITH ALL APPLICABLE CODE REQUIREMENTS. 23. ALL EXIT WALLS AND FINISH CEILING MATERIALS SHALL HAVE FLAME SPREAD CLASSIFICATION OF NOT MORE THAN CLASS 11 AND FLAME SPREAD INDEX OF 75 OR LESS. ALL ADDITIONAL WALL AND CEILING FINISH MATERIALS SHALL HAVE FLAME SPREAD CLASSIFICATION OF NOT MORE THAN CLASS III AND A FLAME SPREAD INDEX OF 200 OR LESS. 24. CONTRACTORS SHALL BE RESPONSIBLE FOR MAINTAINING ANY AND ALL EXISTING FIRE PROTECTION SYSTEMS IN GOOD CONDITION DURING ALL PHASES OF THE WORK AND SHALL REPLACE SAME IF DAMAGED OR AS REQUIRED TO PERFORM THE WORK. 25. AUTOMATIC FIRE SPRINKLER SYSTEM A. FIRE SPRINKLER CONTRACTOR SHALL OBTAIN SEPARATE REVIEW AND APPROVAL B. SUBMIT PROPER SETS OF DRAWINGS AS REQUIRED FOR PLAN APPROVAL TO OWNER'S INSURANCE UNDERWRITER. C. CONTRACTOR TO VERIFY NUMBER OF FIRE EXTINGUISHERS PRESENTLY AT JOB SITE AND PROVIDE ADDITIONAL UNITS AND MOUNTING HARDWARE TO BRING TOTAL NUMBER AS DIRECTED BY LOCAL FIRE MARSHAL OR FIRE CODE. 26. MINIMUM INTERFERENCE - ALL WORK SHALL BE PERFORMED SO AS TO CAUSE A MINIMUM INTERFERENCE WITH ANY OTHER USER AND THE OPERATION OF THE OWNER'S ENTIRE PREMISES. SUBCONTRACTORS SHALL TAKE ALL PRECAUTIONARY STEPS TO PROTECT THE FACILITIES ON THE PREMISES AND THE FACILITIES OF OTHERS AFFECTED BY PERFORMANCE OF THE WORK AND POLICE SAME PROPERLY. 27. SHOP DRAWINGS AND SAMPLES WHERE CALLED FOR IN THE DOCUMENTS, SUBMIT TO THE CONTRACTOR AS FOLLOWS: REPRODUCIBLE DRAWINGS: ONE SEPIA TRANSPARENCY NON -REPRODUCIBLE DATA: THREE COPIES SAMPLES: TWO COPIES CLEARLY MARK ALL SUBMISSIONS WITH DATA, PROJECT, CONTACT, AND SUBCONTRACTOR AND ALLOW SPACE FOR APPROVAL. 28. BEFORE START OF CONSTRUCTION: SCHEDULE OF REQUIREMENT SUBMITTALS PROGRESS SCHEDULE LIST OF ALL SUBCONTRACTORS COPIES OF BUILDING PERMIT AND ANY OTHER REQUIRED AUTHORIZATIONS AND LICENSES BY GOVERNING AUTHORITIES COPY OF INSURANC COVERAGE 29. DEMOLITION: DEMOLISH AND REMOVE FROMyyyyyyyyy" THE PREMISES IN A MANNER ACCEPTABLE TO ANY JURISDICTIONAL AGENCIES, THE OWNER, AND TO THE APPROVAL OF THE CONTRACTOR. THE WORK WHICH IS TO BE REMOVED SHALL INCLUDE ANY EXISTING CONSTRUCTION, FURNISHINGS, EQUIPMENT OR FINISHES NOT TO REMAIN IN THE COMPLETED WORK. CONTRACTOR SHALL VERIFY WITH OWNER PRIOR TO DISPOSING OF SUCH ITEMS. 30. LAYOUT WORK: SUBCONTRACTORS SHALL LOCATE ALL EXISTING UTILITY SERVICE LINES AND PROTECT THEM THROUGHOUT THE CONSTRUCTION PERIOD. SUBCONTRACTOR SHALL LAY OUT WORK AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS, MEASUREMENTS OF THE BUILDING, UTILITIES, AND OTHER WORK EXECUTED UNDER THE CONTRACT. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE SUBCONTRACTOR SHALL BE BROUGH TO THE ATTENTION OF ARCHITECT BEFORE PROCEEDING WITH RELATED WORK, OTHERWISE THE CORRECTION OF SUCH ITEMS IS THE RESPONSIBILITY OF THE SUBCONTRACTOR. 31. CUTTING AND REPAIR: ALL CUTTING, DRILLING, OR REMOVALS REQUIRED TO REMOVE, RELOCATE, ALTER OR INSTALL ANY WORK, EQUIPMENT WIRING, APPLIANCES, ETC. AND UPON COMPLETION, REPAIRING, PATCHING, AND FINISHING ALL SURFACES TO A NEW CONDITION SHALL BE DONE BY THE SUBCONTRACTOR. 32. PATCHING ALL SURFACES, INCLUDING THOSE DAMAGED DURING THE WORK, REQUIRING SAME SHALL BE PATCHED AND REFINISHED TO A NEW CONDITION TO THE OWNER AND ARCHITECTS APPROVAL. 33. CLEANING UPON COMPLETION OF THE WORK, ALL SURFACES INCLUDING FLOORS, WALLS, GLASS, FIXTURES, AND FITTINGS SHALL BE CLEAN AND READY TO USE. ALL SURFACES SHALL BE FREE OF SCRATCHES. 34. COMLETION: EACH SUBCONTRACTOR SHALL ISSUE WARRANTIES AND GUARANTEES FOR ALL EQUIPMENT, LIEN WAIVERS, OPERATING AND MAINTENANCE INSTRUCTIONS FOR ALL EQUIPMENT. 35. CHANGES: NO CHANGES, OMISSIONS, OR MODIFICATIONS IN THE WORK AND APPROPRIATE ADJUSTMENTS WILL BE MADE IN THE CONTRACT PRICE WITHOUT SIGNED AUTHORIZATIONS. 36. ALL GLASS TO BE POLISHED PLATE LAMINATED SAFETY GLASS OR TEMPERED GLASS PER PROJECT REQUIREMENTS. GLAZER'S TAPE TO BE USED IF WOOD GLASS STOPS ARE DETAILED. IF METAL SASH AND TRIM ARE SHOWN, MEMBERS ARE TO BE MAXIMUM LENGTH AND CORNERS ARE TO BE MITERED FOR A FIRST CLASS INSTALLATION. SILICONE JOINTS ARE TO BE MASKED OFF. ANY EXCESS SILICONE ON GLASS SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. BUFF ALL EXPOSED EDGES. 37. CONCRETE FLOORS: A. CONCRETE FLOORS TO BE PROPERLY PREPARED WITHOUT HOLES, CRACKS, AND BUMPS, TO INSURE A FIRST CLASS FLOOR INSTALLATION. 38. WALL FRAMING AND CARPENTRY: A. WALL TO BE FRAMED WITH 3 j" METAL STUDS OR AS SHOWN ON THE DRAWINGS. REFER TO WALL LEGEND AND FLOOR PLAN. B. ALL DIMENSIONAL LUMBER TO BE FIRE RETARDANT TYPE U.L RATED "NON-COMBUSTABLE". C. ALL PAINT FINISH WOOD TRIM TO BE PAINT GRADE, SMOOTH SANDED WITH TIGHT JOINTS. D. DOUGLAS FIR OR SPRUCE, S4S, STANDARD OR BETTER GRADE CONTAINING NO LESS THAN 70% CONSTRUCTION GRADE WCLIB STANDARD GRADING AND DRESSING RULE #15. LUMBER TO BEAR STAMPS. 39. DRYWALL A. ALL DRYWALL TO BE TAPED, RECEIVE THREE SPACKLE AND SAND SMOOTH. ALL CORNERS AND EDGES SHALL HAVE METAL CORNER BEAD, BEDDED AND SANDED TO FINISH. ALL WORK TO CONFORM TO U.S. GYPSUM STANDARD SPECIFICATIONS OR EQUAL VISIBLE JOINTS ARE NOT ACCEPTABLE. B. ALL INTERIOR DRYWALL, WALLS, AND CEILINGS TO BE I" FIRECODE TYPE "X" GYPSUM BOARD. C. ALL DRYWALL DEMISING WA,'±,LS TO BE I" FIRECODE TYPE "X" GYPSUM BOARD CLOSED TO UNDERSIDE OF DECK ABOVE IN COMPLIANCE WITH APPLICABLE CODES. GENERAL CONTRACTOR yyyyyyyyy" TO VERIFY WALLS ARE CLOSED TO DECK AND IN COMPLIANCE WITH CODES. 'INCLUDE ANY WORK REQUIRED IN BASE BID. D. DRYWALL AREAS BEHIND WALL SYSTEM AND ABOVE FINISH MAY BE FIRETAPED ONLY IF ACCEPTED BY CODE. 40. CEILING A. ALL CEILING TO BEAR ONE; HOUR MINIMUM U.L. RATING INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'R PUBLISHED SPECIFICATIONS SAND CURRENT BULLETIN OF ACOUSTICAL MATERIALS ASSOCIATION JOB CONDITIONS. B. SUSPENSION SYSTEMS FORe SYPSUM CEILINGS, RIGID CEILING GRID SYSTEM WITH CROSS FURRING CHANNELS, DIRECT SUSPENSION SYSTEM BY 0NITED STATES GYPSUM. C. ACCESS DOORS SHALL BE (PROVIDED TO ALL CONTROL DEVICES, DAMPERS, AND THE MIXED AIR DISCHARGE AND INTAKE PLENUMS AND THE HVAC IUNIT (VERIFY WITH OWNER). D. ACCESS PANELS IN SUSPEt4DED DRYWALL CEILING TO BE PAN SHAPED. 41. FINISHES: A. PAINTING: I. PAINTING SUBCONTRACTCR TO CONFIRM SUITABILITY OF ALL WALLS TO RECEIVE PAINT AND/OR WALLCOVERING IN A FIRS`;T CLASS MANNER. 2. ALL SURFACES TO BE PRIMED PER MANUFACTURER'S RECOMMENDATIONS SUITABLE AND COMPATIBLE WITH SURFACE AND FINISH SPECIFIED. 3. ALL MATERIAL WORKMANSHIP SHALL PRODUCE A FIRST CLASS INSTALLATION OF UNIFORM QUALITY WITHOUT LAPS AND STREAKS. 4. ALL NEW HVAC DIFFUSET;�S TO MATCH CEILING FINISH IN WHICH THEY OCCUR. 5. ALL PAINTED SURFACES `TO RECEIVE ONE COAT PRIMER, TWO COATS FINISH, NOTE PAINTED SURFACE TO BE SMOOTH ROLLED OR BRUSHED WITH NO SKIPS, LAPS, OR STREAKS. SEE COLOR SCHEDULE FOR MANUFACTURER'S DESIGNATIONS. 6. PAINTING CONTRACTOR T'O FILL AND TOUCH UP ALL NAIL HOLES IN WOOD TRIM. B. PLASTIC LAMINATES: 1. ALL LAMINATE SURFACE, EDGES, AND ADJACENT MATERIALS TO BE FREE OF ALL ADHESIVES, MARKINGS, CHIPS AND SURFACE BLrMISHES. REMOVE WRAPPINGS. 2. PLASTIC LAMINATES TO EIE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL EDGES TO BE FLUSH, TRUE AND STRAIGHT, WITHOUT GAPS. ADJACENT LAMINATED PANELS TO BE CONCEALED SPLINE JOINTS. 3. LAMINATE TO BE INSTALL ED OVER MEDIUM DENSITY PARTICLE BOARD, SPACKLE AND SMOOTH TO AVOID TELEGRAPHING OF FASTENER LOCATIONS, BACKER, EDGES, ETC. 4. ALL LAMINATE WORK TO BE FASTENED WITH CONCEALED MECHANICAL FASTENERS ATTACHED TO SUBSTRATE FRAMING AND WITH ADHESIVES WET WITH BLOCKS AND CLAMPS UNTIL ADHESIVES HAVE DEVELOPED ADEQUATE BONDING STRrNGTH. C. WOOD VENEER: 1. ALL WOOD PANELS AND 'TRIM MUST RECEIVE FIRE RETARDANT WOOD BLOCKING AS REQUIRED FOR PROPER INSTALLATION. ALL JOINT§ IN WOOD PANELS AND TRIM MUST RECEIVE FIRE RETARDANT WOOD BLOCKING AS BACKING FOR PREVENTION OF SLIPPAGE AND SEPARATION. ALL WOOD PANELS SHALL BE PLAIN SPLICED, MATCH GRAIN INSTALLED WITH GRAIN PLACED IN VERTICAL POSITION. 2. ALL VENEER SURFACES, 'EDGES, AND ADJACENT MATERIALS TO BE FREE OF ALL ADHESIVES, MARKING, CHIPS, AND SURFACE BLEMISHES. 3. WOOD VENEER TO BE IN STALLED PER MANUFACTURER'S SPECIFICATIONS. ALL EDGES TO BE FLUSH, TRUE, AND STRAIGHT WITHOUT GAPS.. D. MILLWORK: 1. MILLWORK AS NOTED Oki DRAWINGS IS SUPPLIED BY AND INSTALLED BY MILLWORK CONTRACTOR 2. FOLLOW SHOP DRAWING`S ACCOMPANYING MILLWORK. ALL FIELD ASSEMBLED MILLWORK TO BE SCRIBED AND JOINED ACCURATELY. 3. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S SHOP DRAWINGS. 4. MAKE ALL JOINTS INCONSPICUOUS MAINTAINING A UNIFORM FLUSH CONNECTION USING COMBINATION OF SCREWS, DOWELS, AND CLUE BLIND FASTEN WHERE POSSIBLE. WHERE BLIND FASTENING IS IMPOSSIBLE, DRILL HOLES UNIFORMLY, SET AND PUTTY HEADS AND FINISH AS APPLICABLE TO SURFACE. 5. CUT ENDS OF WOOD TRAM THAT SHALL HAVE EXPOSED, END GRAIN SANDED SMOOTH, SEALED AND FINISHED. 6. ALL EXTERIOR WOOD MiM SHALL BE BACK PRIMED PRIOR TO INSTALLATION. E. FLOOR MATERIALS: 1. CARPET: a. FLOOR SURFACE TO r3E PROPERLY PREPARED WITHOUT HOLES, CRACKS, OR BUMPS. b. CARPET INSTALLATION' TO BE GLUE DOWN METHOD, USING LATEX MASTIC ROBERT SEAM SEALER #4015, CAPITOL ADHESIVE #022 OR EQUAL. c. CARPET TO BE TURNED OVER TO OWNER CLEAN, WITHOUT STAINS, SNAGS, DUE TO CONSTRUCTION WORK., d. ALL DEBRIS TO BE REMOVED FROM PREMISES. ANY PIECES 48" OR LARGER TO BE ROLLED AND STORED IN WORKROOQ. e. INSTALL VINYL REDUCER STRIP AT TRANSITION TO ALL HARD SURFACE FLOORING. 2. VINYL COMPOSITION TILE FLOOR/VINYL & RUBBER BASE: a. VINYL COMPOSITION TILE FLOORS TO BE PROPERLY PREPARED WITHOUT HOLES, CRACKS, AND BUMPS, TO INSURE A, FIRST CLASS FLOOR INSTALLATION. b. VINYL COMPOSITION FLOOR TILE AND VINYL OR RUBBER BASE TO BE AS SPECIFIED ON ROOM FINISH SCHEDULE. c. VINYL COMPOSITION FLOOR TILE AND VINYL RUBBER BASE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. d. VINYL AND RUBBER EASE ROLLED SMOOTH, CORNERS AND EDGES TO BE TRUE AND TIGHT, SEAM SEALER TO BE APPLIEED. SIZE OF SMALLEST PIECE TO BE 8 INCH LENGTH. ALL SURFACES TO BE TURNED OVER TO CIONER CLEAN, WITHOUT MASTIC SMEARS OR SEEPAGE. e. ALL VINYL AND RUBEIER BASE SHALL BE FURNISHED WITH PERFORMED INSIDE AND OUTSIDE CORNERS. 3. CONCRETE FLOOR SEALIER: a. SURFACE MUST BE CLEAN AND FREE OF ALL WAX, GREASE, AND OIL, AND DRY. b. CONCRETE SEALER IS TO BE APPLIED IN ACCORDANCE WITH MANUFACTURER'R RECOMMENDATIONS. 42. SUBMITTALS: A. PRODUCT DATA: SUBMIT MAANUFACTURER'S TECHNICAL INFORMATION AND INSTALLATION INSTRUCTIONS FOR SPECIFIED MATERIALS, EXCEPT BULK MATERIALS. 43. QUALITY ASSURANCE: A. SETTING AND GROUTING M+jATERIALS PROVIDE MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE AND COLOR OF GROUT AND SETTING. 44. SUBCONTRACTORS SHALL VEF!IFY THAT THEY ARE IN POSSESSION OF THE MOST CURRENT DOCUMENTS AND MAINTAIN A COMPLETE SET OF THE MOSTT CURRENT CONSTRUCTION DOCUMENTS AT THE SITE AT ALL TIMES. Copyright 02018 by Comprehesive Design/Build Services. ALL RIGHTS RESERVED The plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of Comprehensive Design/Build Services. No part thereof shall be copied, disclosed to others, or used in connection With any Work or pRject, other than the specified project for Which they have been prepared and developed, Without the express knowledge and Written consent of Comprehensive Design/Build Services. Comprehensive Design/Build Servicces shall not be responsible for construction means, methods, tech-niques, or procedures utilized by the contractors, nor for tlV:'- safety of public or contractor's employees; or for the failure of the contractor to carry out the Work in accordance With the contract documents. Comprehensive Design/Build Services limit of liability for this Project is limited to the extent of its fee less third party costs. r, J 1 J o °a o ° o v w°cd^oL°no ?moo c..,,o,vZ°OW o�oo o n o o.� Q E o m ° a ° a E o L a m o o Eo 'oPO °co�� OuT. c o p T° a `o 0 3 v Eo,vac�a° o>°°off °oo1Lgvoo« vo°E5 4 C C L C 0°°o9°w°p �a°0i �p T'�pp VZN 0`° p�Up cc -°m r. aoao'u`oo.n;.mot. aP.°.0� 0 o z o m 0 0 z - 0 „ Z L a U W o O® OD �o m� a Cn M W `n� =am'a LIJ O N O W li n J W )470 E O U. 01 N 0 00 O > m 00 <a k J W 2' - 011 GENERAL NOTE6- CONCRETE L) ALL CONCRETE WORK ,AND MATERIALS SHALL COMPLY WITH THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-89)_ 2a ALL CONCRETE SHALL HAVE A 2S-DAY COMPRESSIVE STREW-%TW OF 300o PSi, WiTH MA541MUM i INCH A6<sREGATE AND MAXIMUM 6 % AIR ENTRAINMENT FOR EXTERIOR CONCRETE EXPOSED TO MOISTURE. 3> ALL REINFORCING STET- SHALL 5E DEFORMED BARS OF NEW 51LLET STEEL CONFOi MIW_s TO ASTM A 615 GRADE 60 4J CONCRETE COVER OF rEhNFORCING BARS SHALL BE AS FOLLOWS= A-) 3" AT CONCRETE PI -ACED DIRECTLY AGAINST EARTi-L B-) 2" AT ALL OTHER LOCATIONS 5a NO HORIZONTAL CONSTfQJCTION JOINTS ARE ALLOWED, UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS OR ALLOWED IN WRITING 5Y AN ENGWER- ro.) ALL GROUT FOR BASE PLATES SHALL BE NON -SHRINK AND NON-METALLIC, WITH A MINIMUM COMPRESSIVE STRENGTH OF 5o0o PSI_ IJ CONSULT OWNER REGAI'�?DINCx CONCRETE ADDITIVE FOR CORROSION PROTECTION OR REINFORCING - FOUNDATIONS U THE ALLOWABLE F RESUMED SOIL SEARING CAPACITY IS 2000 PSF, WHICH iS TO BE VERIFIED IN THE FIELD 5EFORE CONSTRUCTION. 2.) FOOTING SHALL BE CAIRIED TO LOWER ELEVATION THAN SHOWN ON THE DRAWINGS IF REQUIRED TO REACH PROPER BEARING CAPACITY_ 3.) WALLS ACTING AS RETAINING WALLS SHALL NOT 5E 5ACKFILLED WITHOUT PRACING UNTIL ALL SUPPORTING SOIL AND SLAMS ARE IN PLACE AND AT ADEQUATE STRENGTH_ 4> COMPACT ALL FILL UNDER FOOTINGS AND SLABS TO 55 90 MAXIMUM DRY DENSITY AND VERIFY_ 5a PROVIDE 1/2" DIA, x toll LONG ANCHOR BOLTS WITH 2" HOOK AT V-0" O.0 i 6a DAMP PROOF EXTERIOR OF FOUNDATION WALL BELOW GRADE_ V G-C- SHALL INSTALL ,AND SECURE ALL FIRST FL999 FRAMING MEMBERS fMIOR TO iACK FILLING; AGAINST ALL FOUNDATION WALLS_ COMPACTED FILL-- L FOOTINGS To REST ON rIRM UNDISTURBED SOIL OR COMPACTED FILL - 55% OF MAXIMUM DRY DENSITY_ 2_ ALL SOFT/ORCsANiC OR UNSTABLE AREAS SHALL BE REMOVED AND REPLACED WiTH GOMr-ACTED FILL- 3 PROVIDE 6 MIL POLY %ILM VAPOR BARRIER UNDER CONCRETE SLA5 AND AS NOTED ON DRAwINS_ PERIMETER FOUNDATION pRAINAGE= (MAY NOT A1rLY) L CONTRACTOR TO FURNISH AND INSTALL PERIMETER FOUNDATION DRAINAGE SYSTEM SLT IN CRUSHED GRAVEL. MASONRY (MAY NOT APi L) MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530J/ASCE 6-Spl) STRENGTH OF MASONRY f'm= 1500 PSI_ 2a VERTICAL REIwORcIr4a OF MASONRY WALLS SHALL 15E AS INDICATED ON THE DRAWINGS- ALL coRES OF MASONRY UNITS SHALL 5E FILLED WITO GROUT, REINFORCING 5AR LAPS SHALL 5E 2'-6" MIN. 3-) HORIZONTAL JOINT pCiNFORCING FOR MASONRY SHALL BE EQUAL TO pUR-O-WALL TRUSS MANUFACTURED WITH WIRE CONFORMING TO ASTM A 82, AND COATED FOR CORROSION PROTECTION IN ACCORDANCE WITH ASTM A 153, CLASS 5-2- ALL WIRE SHALL BE a GAGE MINIMUM_ PROVIDE MINIMUM LAP OF roll ,AND USE p .;A5RICATED T's OR CORNER SECTIONS AT ALL WALL INTERSECi`IONS 4> MULTI-WYTHE WALL SHALL HAVE FULLY MORTARED COLLAR JOINTS AND CONTINUOUS HORIZONTAL JOINT REINFORCING 5ETWEEN WYTHES, OR AS A MINIMUM 3/16" GALVANIZED WALL TIES AT 6" OTC EAC 4 WAY_ 5.) CoNCRETE MASONRY UNITS SHALL CONFORM TO ASTM C g0 90 GROUT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 14fo AND SHALL HAVE A COMPRESSIVE STRENGTH OF 30M PSI_ 1_) VERTICAL AND FOND SEAM REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 615_ S.) MORTAR SHALL CONFORM 11�" TO THE REQUIREMENTS OF ASTM C 210 AND SHALL BE TYPE ill N- W QUALITY ASSURANCE VESTING AND INSPECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 530VASCE 6/88. DROP OPENING 4'-S" FROM TOP OF FOUNDATION WALL r4_7'�FROFOSED POUNDATION FLAN ,41'rj eC41E:114" - 1'-0" � J Copyright ©2018 by Comprehesive Design/Build Services. ALL RIGHTS RIGHTS RESERVED- The plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of Comprehensive Design/Build Services. No part thereof shall be copied, disclosed to others or used in connection other than the specified project for Which they have been prepared and developed, Without the express knowledge and Written consent of Comprehensive Design/Build Services. Comprehensive Design/Build Services shall not_ Ibe responsible for construction means, methods, tech—ni ues, or procedures utilized b the contractor with any Work for project, 4 P y tors, nor for the safety of public or contractors employees; or for the failure of the contractor to carry out the Work in accordance With the contract documents. Comprehensive Design/Build Services limit of liability for this project is limifted to the extent of its fee less third party costs. J 1 TOO 3 N a a U O C L O i C O O C y p a Z O j m O$ U C O L C` O O C a 0 d E f N a°000E000 =`a o 0 EOca�ctaC„ pi; C 0 0 0 0; 4 w C O O 2i'aoy o O O C a E.z '- o ooya;oao; o NowpOc ao € a a �`o°oa�gc>P °—�°�°r ° O T :P 2 0 O O m 7 U 0 O CL a 0 U G O O M C O aNaic°OWro.3a Waoao -C jO♦. OLL OOO 4 oao O Oaa.):5 P..o� a 0 Z N m0 00 Qa 00 W J G ae o 1 0 3ain c w M w J `J =1 00 m m 6 s a in �! M W W V tl ®�1 o 0 CO o N_ cc O h h o N X .. 5: m F' O a a; W w x -M x E � � I O 0 P4 a h a a; E A .a d [ A 2.2 4'-211 1'-411 l 11'-0" 14'-6" L 14'-6" 8'-611 FIROPOSED FLOOR LAN - 114" = P-0" Copyright © 2018 by Comprehesive Design/Build Services. ALL RIGHTS RESERVED. The plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of Comprehensives Design/Build Services. No part thereof shall be copied, disclosed to others, or used in connection With an o W y work or project, other than the specified project for Which they have been prepared and developed, Without the express knowledge and Written consent of Comprehensive Design/Build Services. Comprehensive Design/Build Services shCall not be responsible for construction means, methods, tech—niques, or procedures utilized b the contractors nor for the safety of public or contractor's employees; or for the failure of the contractor to cart out the Work in accordance With the contract documents. Comprehensive Design/Build Services limit of liability for this project. Y ' Y PY P 1 is limited to the extent of its fee less third party costs. J N 0 orno �oL°uc or'o i60 oo c€ o-^Eo°o o a o 3 o,a c oo ap�OC o,ov c °co� L CY Y 0 orn3 o p a 0 - U..�`- C O i C O O V IIoo O C a O L �> 17 G 0 O 0 6 0 w 0 &Y 0 05 :eoo.L"onc0 co`E c m v o . "'0 '.0 'pyw OLO.�O 00-9;oa€;o 9°ac; -iOco�°oc`oo Q0000 0 0 0 Z W J m 0 m z 0 N c W ID 0 Z `o •U n a N Q Q o OO V W J C 1 N C9 N q n 5 .et mod) h a ® W W 4 d "1W AFQ I 0 'pEs� O N CO Op C W 0 O OE m ~ o a <d fAal p" a � P4 Ex-+ O E-4 � E'' A o � a TOILET EQUIPMENT SCHEDULE ITEM NO. DESCRIPTION MANUFACTURER & # MFOIUic ING HT A GRAB BARS BOBRICK B-5806x42 2'-9" A.F.F. B TOILET PAPER DISPENSER BOBRICK B-288 C PAPER TOWEL DISPENSER D SANITARY NAPKIN DISPOSAL BOBRICK B-4354 E SOAP DISPENSER BOBRICK B-822 COUNTER MOUNTED F MIRROR BOBRICK B-290 CUSTOM MADE 36" A.F.F. TO BOTTOM FIELD VERIFY SIZE G COAT HOOK (HANDICAPPED) BOBRICK 54" A.F.F. NOTE A. OPERATING CONTROLS OF ALL PAPER TOWEL DISPENSERS, SANITARY NAPKIN NOTE B: G.C. TO FIELD VERIFY ALL SIZES. NOTE C: PROVIDE BLOCKING FOR ALL WALL MOUNTED NOTE D: ALL TOILET ASSECCORIES SHALL BE PROVIDED BY OWNER. U7 --'I STW 7ED��,� � ISOMETRIC PLAN TREATED WOOD BLOCKING *00D/METAL STUD INCONDI ON�� GALVANIZED OWLS `WOVU/MLIAL PLAN STUD TREATED WOOD BLOCKING FRAMING IN A RATED Nam WALL CONDITION ISOMETRIC ALL PIRX I¢A='4.oOla AND WALL*tabtf®rl NOTE: BLOCKING DETAIL IS SHO" AS TYPICAL AND IS NOT E CIO .I C INTENDED TO BE ALL INC W- PROVIDE BLK'G AS REQUIRED FOR ALL MALL BUNG INCLUDING NIC. BO do FURN PO AN �� " 4 UL PBNATRA44QIJ�X4C C0�1PI.Y Yl17N --COORDINATE LOCATIONS rjiTH RESPECTNE TRADES TYPICAL BLOCKING DETAIL SCALE: N.T.S. 4" STEEL STU 0 16" O.C. PROVIDE 2X F BLOCKING IN TO RECEIVE Y HUNG BRACKE PORCELAIN SI LOCATE TRAP SADDLES AS TO WALL AS POSSIBLE, AU SHALL BE IN< r i. „aENLAfRGEID TOILET FLAN 6CA1.V-- 3/4" - P—O" 6'-11 1/2- U U 7'-11 1/2- _* 6'-11 1/2- U 7'-11 1/2- 1'—O- fr 3'-6- ° O 6- x l O O aD 3'-6- co co co 00 00 N N -4- 17= I.IL--%L ELEVATION # 1 ELEVATION #2 ELEVATION #3 SCALE: 1 /4" = 1'-O" SCALE: 1 /4" = 1'-0" SCALE: 1 /4- = 1'-O" U 6'-6 1/2" U 1, 7'-11 1/2- U ki(6'-6 1/2" ELEVATION #5 SCALE: 1 /4" = 1'-0" „" ELEVATION #6 ELEVATION #7 SCALE: 1 /4" = 1'-0" SCALE: `1 /4" = 1'-0" ELEVATION #4 SCALE:1 /4" = 1'—O" J, 7'-11 1/2- 6" 3'-6" ELEVATION #8 SCALE: 1 /4" = 1'-0" s F 2018 by Comprehesive Design/Build Services. ALL RIGHTS RESERVED. The plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of Comprehensive; Design/Build Services. No part thereof shall be copied, disclosed to others, or used in connection With any Work or project, the specified project for Which they have been prepared and developed, Without the express knowledge and Written consent of Comprehensive Design/Build Services. Comprehensive Design/Build Services sh0l not be responsible for construction means, methods, tech-niques, or procedures utilized by the contractors, nor for the ublic or contractor's employees; or for the failure of the contractor to carry out the Work in accordance With the contract documents. Comprehensive Design/Build Services limit of liability for this project its limited to the extent of its fee less third party costs. J m << 5 0 o. �ropZopea mm oa°o. rraF° ao° ° m m 6.08 p O o a n=wM c.mmmaG°wc i°�oo� Eo ;'m�� c v 03c 0-0 -3 00 coi �oo'°a°aEpO oio' o m O ^p r 0 0 0p .L+ Cc®> V7LOO aw p'pC O O c p M tl ooyv;oa ;o o.°OOc Ooccv=€ c Qopo0 p O p m C rn r a Q- t C,0® aCtlLm -p O' Cm O c C O c a ¢a00000a;r aa.,r0a 0 a 0 o z (n .J m Z 0 ir m c W �d ° Z 0� ' n a a U Q .Q W ®i�� J w � � � F O � a � a x E- A 0 a n ROF06ED 511DELEVATION ,43.14CALZ1/8" = 11-0" r J ELEMENT -�1x6 FASCIA ALUMIMUM GUTTER qG: CLAPBOARD rRIM Ff:�,'OFOS D FfRONT ELEVATION -114" = 11-0" c FROFOe D 511DELEVATION 143.1tcluz1/s" = 11-0" FFROFOe D fREAR ELEVATION 143_i tr-ALW 1/5" = 11-0" Copyright ©2018 by Comprehesive Design/Build Services. ALL RIGHTS RESERVED. The plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of Comprehernsive Design/Build Services. No part thereof shall be copied, disclosed to others, or used in connection With any Work or proje' other than the specified project for Which they have been prepared and developed, Without the express knowledge and Written consent of Comprehensive Design/Build Services. Comprehensive Design/Build Services; shall not be responsible for construction means, methods, tech—niques, or procedures utilized by the contractors, nor for the safety of public or contractor's employees; or for the failure of the contractor to carry out the Work in accordance With the contract documents. Comprehensive Design/Build Services limit of liability for this projject is limited to the extent of its fee less third party costs. N a T$`O a®v a o 6 c o o c €�° r t 9 O L O o 0 C Y y Z O y 3 e C O O ��°�carE Eom b O U O^ E Oo 0 0 L o y a o a o L a a w= 0 Ec.o�c�Oo pow o;�oo°ocr °rn3�Ouo0O3 3i-'CU3 O o°ASS vO°E£ C O j Y 7 U 0 °u o a TO c a o v a € a o c 3 O to Cp 0 0 C V P E.2 O 0= p O T✓ t 0 —°.io..3otLO—000`o Q O O. O U O a O. 3 �. Q Y 0- m 0 0 o z w o 0 A m z a 0 ° w Z o` CL CL (0 JLo v� J � 1 O 4 1 0 a c w M e :01 aio 0 rn cP � z 3F 0 O mW Wti p W U v 40 $ 1 c U. N U. n 0 EO it)O Ul X 1 m p O C as w O O p , � a 04 O E-+ I 0 E- mU F*+ Eo A . eC a` GR.� IDLE VENT 2xro ROOF TRUSSES -9 24" O,C. 12 �8 5/&" PLYWOOD 15 # FELT PAPER ASHPALT SH I LGLES Ix5 FASCIA Ixl2 SOFFIT ALUMINUM VENTED DRIP EDGE ALUMIMUM GUTTER -2X6 TOP PLATE 2x4 STUDS @ 16" O.C. 6" INSULATION R-Iq 112" PLYWOOD 15 # FELT PAPER SIDING:AS SPECIFIED BY OWNER. GRADE I P" 14�.1WALM1/4" = 1'-0' ATION TOP PLATE '411 7/8 LVL HEADER, TYP. STUDS @ 16" O.C. NSULATION R-21 PLYWOOD =FELT PAPER NG= AS SPECIFIED BY OWNER. Csf�<Ubb bt:C.; I ION 1/4" = P-0" Copyright (K 2018 by Comprehesive Design/Build Services. ALL RIGHTS RESERVED. The plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of Comprehesnsive Design/Build Services. No part thereof shall be copied, disclosed to others, or used in connection With an Work or ro'?ct, Y P J other than the specified project for. which they have been prepared and developed, Without the express knowledge and Written consent of Comprehensive Design/Build Services. Comprehensive Design/Build Services; shall not be responsible for construction means, methods, tech—niques, or procedures utilized by the contractors, nor for the safety of public or contractor's employees; or for the failure of the contractor to carry out the Work in accordance With the contract documents. Comprehensive Design/Build Services limit of liability for this projject is limited to the extent of its fee less third party costs. J 1 0 0 Z W 0 0 m z o N CL C W N O Z JL; Jah V Go O 1 N O O 0 1 0 �7d 2 NAM 5 f` ro b ak o� mW W�: n V�3 �o ,z C� 0 rDES� p N Z 1 o 'v 2 sb o N X .. �mr 00 a d .14 w O a a � d l o Ems-+ v E � A d' a