The URL can be used to link to this page

Home My WebLink AboutScope of Work for Construction PlanF-'M''G SGOPE OF NORK FOR GONSTRUGT ON DRANNG L -15T DISGIPLINE DESGRIPfiIONDWC� # DW6 NAMF- DATE REYJ510N PATE(S) ARGH GOVER PACS PRAW1NG DIST GOVERmI SMG SGOPE OF WORK FOR GoNSiRUGfiION I2/10/20 GONSTRUGTION ARGH DRY E6RE5a BLOOD VENTS COVER -2 51fiE PLAN $ 1�)RAWING L15i 03/0q/20 DEEP SMG 5UE3M15510N 06/30/20, 0�121120 REVISIONS fi0 DEEP SMG, 12/10/20 GONSiRUGT' CIVIL (55G) DAY E6RE55 FLOOD VENTS G5.0 UTILITY PLAN 10/12/18 FUNDINC 5UBM15510N 03/31/20 UPDATED SET FOR GONSTRUGTION AR6,H DRY E6RE55 L5 1.1 BUILDIN65 G H J K M DRY EGRESS PLAN 11/01/16 FUNDING 5UE3M1551ON 02/26/Iq PERMIT SET, 01/2�/la � Oq/21/20 DEEP SMG ARGH FLOOD VENTS L51.8 BUILDIN65 C h+ J K M SEGTIONS 01/21/I� DEEP SMG O�5/05/I1 DEEP SMG/SHPO, O�/2�/20 DEEP SMG ARGH FLOOD VENTS ASK6005 R4 E3UILDING K FLOOD VENTS I2/01/I� GoNSTRUciloN 03/01/20, 01/I0/20, 09/0�l201 o�l2�l20 DEEP SMG/GON5iRUGTION ARGH BLOOD VENTS A5K-006 R3 BUILDING 6 FLOOD VENTS I2/01/I1 GONSfiRUGfiION 03/01/20, 0�/O�/201Oq/2q/20 DEEP SMG/GONSfiRUGTION ARGH BLOOD VENTS ASK -007 RI BUILDING J BLOOD VENTS 12/0a/Iq �ONSfiRUGTION 03/01120 DEEP FMG/GONSfiRUGfiION &I GH BLOOD VENTS ASK -00c5 RI BUILDIN6 H BLOOD VENTS I2/0G/Iq GONSiRUGfiION 05/01/20 DEEP SMG/GONSTRUGTION ARCM FLOOD VENTS ASK -00q R3 5UILDINC M FLOOD VENTS I2/Oq/I� GONSTRUGTION 03/0a120, 0�lOgl20, OQI2al20 DEEP FMG/GONSTRUGTION ARGH FLOOD VENTS ASK9010 RI FLOOD VENT DETAILS IN NSW MASONRY oPEN'6 12/20/Iq GONSTRUGfiION 02/21/20 GONSiRUGfiloN ARGH FLOOD VENTS ASK -011 RI FLOOD VENT DETAILS IN EX15fi MASONRY oPEN'G I2/20/I1 �oNSTRUGTION 02/2I/20 GoNSTRUGTioN ARGIL BLOOD VENTS A5K-0I2 RI BUILDING L BLOOD VENTS I2/20/I1 CONSTRUCTION 03/0T0 DEEP SMG/GONSTRUGTION ARGH BLOOD VENTS ASK -12b RI E3UILDING M ENTRY WAST 05/20/20 IN HOUSE REVIEW ONLY 0�lOgl20, 0q/21/20 DEEP FMCZONSfiRUGiION ARGW BLOOD VENTS A5K9121 RI 5UILDW6 M ENTRY EAST 05l20l20 1N HOUSE REVIEW ONLY Oa/01/20, 0�/21l20 DEEP FMG/GONSTRUGTION SfiRUGT UTILITY $ BLDG REINFoRGEMENT 55.0 SEGTIONS $ DETAILS 01l30/20 DEEP SUBMISSION 10/02/20 PILE LOGAiIONS STRUGi UfiILifi1` $ E3LO5 REINFoRGEMENT K=51.0 BLDG K LOWER LEVEL PLAN 01130/20 DEEP 5UE3M1551oN 10/02120 PILE Lo6,ATloN5 �IVIL (M$M) NATER HANDLING PLAN WATER HANDLINC PLAN DEE[ 5UBM15510N I2/10/20 REY1510N5 VAPFR 12 2021 Ll By;1;� t LOFTS 42 PINK ROW JNCASVILLE, CT Description rr HIM r - 75, a`A Project Number, 16-063 Date 12/10/2020 Drawn By s0 Checked By so Scale NTS 9fo fC �11 LLr Q 1/' "P P""X. LIMIT OF FL®OpWAY BUILDINGS 0- H J K M SEGfilONS ASK 1005 R4 BUILDING K BLOOD VENTS, A5Kf006 R3 BUILDING C FLOOD VENTS ASK -001 RI BUILDING J BLOOD VENTS A5K-005 ISI BUILDING H BLOOD VENTS ,P ASK -001 R3 BUILDING M BLOOD VENTS o'qQ A5Ks010 RI BLOOD VENT DETAILS IN NSW MA50NRY OPEN'C A5K-0II RI FLOOD VENT DETAILS IN EXIST'G MASONRY OFEN'C A5Ka012 RI BUILDING L FLOOD VENTS A5K9125 RI BUILDING M ENTRY WEST A5K-12q RI BUILDIN6 M ENTRY EAST APPROXIMATE FEMA 100 -YEAR BASE FLOOD ELEVATION LIMIT APPROXIMATE FEMA 500 -YEAR BASE FLOOD ELEVATION LIMIT. uxu L3 ux 0 0� L u"' F T S 42 PINK ROW 'UNCASVILLE, CT NO. Description Date 1 DEEP FMC 03/09/20 2 DEEP FMC, REV. 06/30/20 3 DEEP FMC, REV. 09/29/20 4 FOR CONSTRUCT'N 12110/20 6�ITE PLAN & 0 cv o� BSC GWOUP 300 Winding Brook Drive Glastonbury, Connecticut 0603 860 652 8227 .-AiAZTECH ENGINEERS, INC. Aztech Engineers, Inc. Phone (860)548-9981 901 Wethersfield Avenue Fax (860)549-2572 Hartford, Ct. 06114 www.aztecheng.com , uo� X U*�% ff, uo�% * " A�l uff*4� •F"Irm Om. %M J1'\JCAS` "ILLE, C P A UL B. BAI LEY A R C H I T E C T 110 AUDUBON STREET NEW HAVEN, CONNECTICUT 06510 203 •776 8888 F 203 •772 •1365 Project Number 16-063 Date Nov. 1, 201 Drawn By so Checked By so Scale 3/32" 11_014 buILDING"'%S G1 HA 21126/2019 :g P A UL B. BAI LEY A R C H I T E C T 110 AUDUBON STREET NEW HAVEN, CONNECTICUT 06510 203 •776 8888 F 203 •772 •1365 Project Number 16-063 Date Nov. 1, 201 Drawn By so Checked By so Scale 3/32" 11_014 buILDING"'%S G1 HA 5LEVEL 1 �1236' :5T- � LEVEL 1 LEVEL - -T GRADE 26'-d" BAS EM' 22'- \LS1.8/ 1/811 = 11-011 L 1 1 L =1d I I 7M SI OPENING BETWEEN j 1j BLDGS K& M 11 r] 0 sir" r', ,rI,�i 'r, BLDGS K & M - NEW LEVEL 1 30'-5° --/BLDGS K & M - EXIST LEVEL 1 Af-� 29' \BLDGS K & M EXIST BASEMENT 221-511 LEVEL 1 NEW ^30'-5" -&LEVEL 1 EXIST 26'- 5 3/8" RADE BEYON 161-4 AMBLDG J -. LONGITUDINAL SECTION LOOKING SOUTH 1/811 = 1 1-011 -L 1 NEW-'(ii?� 30'-5" BEYOND L 1 EXISTrh T/87NU NEW 0,_ 3 5& LEXIS _ 5 3/8.& Ey-�N � 24' 0,& f A U'Aut3oAuff'% L Uff"'.F S 42 PINK ROW I , C Dakota Partners, Inc. No. Description Date 8 DEEP FMC/SFlP0 08105/19 DEEP FMC 09/29/20 I L C -8 T E vie wv Project Number 16-063 Date 07/29/2019 Drawn By 80 Checked By so Scale 1/811 11-011 BUILDINGS G7 H, J! K7 M SECTIONS A left LZ5 F1 no'" M 011ie, rLUUU VCiV I 6W x 3H,TP. EL: 23,011 DEMOLISH EXISTING TOB.O. VENT ' CONCRETE CUR s E a 21679 in ",v, xv 04 3,600 S.F. x 4 14,400 S.F. WHICH IS l, BUILDING M 119526 SvFm GREATER THAN 14,205 S.F. SO 4 VENTS AENEEDED WITH THE ADDITION OF BLDGNow TOTAL 14�205 S,Fm CRWAL SPACE TO THE CALCULATION. FLOOD VENT 5W .x 1 H L:26'-11" TO B.O. VENT 0 FLOOD WATER DRAINAGE f vv F.F.E. . a IM om BAS'EMENT SITE KEY PLAN -7 Lo o Q LL u x (n 0 Cy) �. cy) C z cu cn #400% o cl� 0 C� K-00 3 , FLOOD ENT 5W X 2 H EL: 27'-0" 1-1=1 vS/3211 1 '-Off - /3" IS TOP OF THREE LAYERS OF 3/4" EXISTING WOOD FLOORING TOP F CONCRETE SLABIS 2'-3 1/ AUEmmmmLuum PLi SITE KEY PLAN 9 C) Cy') CN cy) N co C) (D C (D } 1, i C) co O C) Cy') CN cy) N co C) (D C (D i.. C) co O PNS 0 ... co Cc1r) Z) LIJ 120 0 CL LL 04 �I t1J C) Cy') CN cy) N NORTH A "K-008/3 2" = 1'-0•• LL ui 1 a) cu0 8 8 .:, .. -� � >S f' 'i .3 "� � s S z.. ,,. ,: � � :3 ra -:5 `�k .� r k s`• � ii a 009 FLOOD VENT IN DOOR 3W X 1 H h .1 EMEJ� BLDG K EXISTING DIRT S G K L.23-2 TOB.O. VENT q u a , n OPENING TO BLDG K CRAWL �- FLOOR CRAWL SPACE "REMOVE E. I A i SPACE EL. 26'-5" TO B.O. OPENING t s* >a - ,. .:,. ._.. .. .xal e s k. • � _ ter.. � r FLOOD VENTLJ' 5W X - 3 H mw: WNESLAB INFILL TO 5W 3H COV R F R m (1) X E 3000 S ATTACH D L. 26'-11"MACH LEVEL OF OPEN CONNECTIONHART SO(4)VENTS D C SRE NEx Nz TO S:O. VENTEXISTING BASEMENT SLA FLOOD VENTS TW N BLDGIL I loft m 'ABUILDINU 711020 1� 5W X 3 H AND M BASEMENTS ,! FLOOD WATERz ,� L. 26-11 r .:22 "5 T ..VENT DRAINAGEMel 1 11 FLOOD VENT 5W X 1 H EL: 26-11" TO B.O. VENT g ,L EXISTING ASEMENT W11 I RP USED FOR STORAE FLOOD VENT 5W X 1 P. t FLOOD VENT 5W X 1 H FLOOD VENT TO B.O. VENT EL: 26'-11,f 5W1H EL: 26'-11 r� TO ..0, VENT FOR NON -HAZARDOUS, NON—ESSENTIAL ITEM OF LOW VALDE AS ALLOWED BY rEMA TECHNICAL BULLETIN 1, x TO B.O. VENT L: 26'-11" s LL SILICONEMOLYURETHANE ADHESIVE (FLANG-0 C4 STRAPS INSTALLED N TOP NEN 1 IN EXISTIN& HALL Lli Lo Lli 00 000 00- - #p ® • co C4) t CL .. SLMORT,T• NO. INTERIOR L 1 I 1 , Wo (2) REQUIRED IL W F LU'O"6'0 D V E N P Li -x N 11-011 r" ,1 1 1/211 R ,5TRAF)5 C-70 BEHIND KALL AND CAN ;E BROKEN ` AT SLOTS TO AVOID EXTERIOROBSTRWTIONS 12 MS EXTERIOR LU'4�A N 8 T TV E -'Nk Xu" B 0 X A U04" 42 PINK ROW JNCASVILLE BUILDING M PARTIAL PLANAT WEST STOOP ASK -128 S'A l l -,1 ®„ At; 1 -011 A 12 9 All 11-011 A -129 1K. 6K r A UXUB`h'X` u L u,=7 42 PINK ROW UNCASVILLE, CT m 1 .01 Ile Ab 121904",- rw4'k �rin Irl� I- /-)k II- F PIFP CFP GPAPF PFAM - 5FF PLAN NOTF5; 5PACF 5TIPPP5 @ 1'-6 0/ C, PFCPFASF SPACING TO 9" AT LOCATIONS SHOWN AUOVF, 1 SECTION s3.0 1/211 = 114011 EX, MA501\FY FIEF SELF-CON50LIPATING GFOLfT - 5EE Not 1, 1 EX, P\LIIILE WALL MIN, AFFFOX STP\EAM IEP LOCATION NOTES; I. 5ELF-CON50LI12ATII\I6 GFOUT (5CG) 5NOULP MEET THE FEOUIFTWNT5 OF A5TM C 476, 5C6 TO NAVE A MIN, COMPFE551VE 26 -PAY 5TP\ENGTN OF 3,000 F51 5C64 TO HAVE A MAX, AGGFEGAt 51ZE Cr �/ 8 FEOUIP\EP 1E5TING FOP 5C6; 5LUMF FLOW FEP\ A5TM C 1611: 51,UMF FLOW TO IE PE -WEN 24" ANP 30 T50 PEF A5TM C 1611, T50 TO IE IFTWEFN 2 ANP 5 5ECONP5, V51 FEP\ A5TM C 1611; V51 TO IE LE55 'NAN 0P\ EQUAL TO 1.0, *COMP\P\E55VE 5TP\ENTN 5AMFLING ANP -F 55- NG FEP\ A5TM C 1019 3 SECTION S3.6 3/411 =114011^ PT 6X6, SPAN TOP CHOPb TO TOP CHOF\R FIT TIGHT TO UNPFP5I1)F OF FX, PECK SUPPOPr ON rL OCK5/ 5HIM5 ON TOP CHOPP, FA5TFN TO PFCK VV/ ( 10) 8" 5'P5 5CPcVV5, FX THPFAPFP P ofI_r, A41JIK I/-. / CI rrr)rl7c /'r- r- �)1 AN I CA51N6 5PACFP5 51`ACFP @ 8 OIC, MAX, 0 0 O 0 O O O O L6X4XI / 2 C L- l'-9 > , FA5TFN TO PFAM W/ ( 6) 3" 5125 5CPFW5 MAINTAJN 11/ 2" - L60KI/ 2. FA5TFN TO P3 AM FP6F P15TANCF TO FPGF OF TIMOV, 5PACF W/ C �0 5P5 5CPFW5, @ 3" (MIN) 0/ C, 5/ 4"POP-VFPTICAL& LATFPAL APJU5TAr'LF PIPE POLL 5Y5TFM (ANVIL CP055 rPA4 (TT) 5WI1/FL FITTING 6" PVC PIPE W/ 2" IN%LAT & HFAT TPACING 12" PIA 8' ` 5TFFL CA51N6 PIPE C / -10" 0P) fT PM Cp0551 NCA Af 13U PINS � NOTE; 1, HANGFP5 FOP PULPING K 5PAN CFO 5PACING) 2. ALL 57\01, & 51'FFL/ CONNFC110N5 TO CF HOT -PIP GALVANIZER �, 5P5 SCPFW LAYOUT; MAINTAIN I 1/ 211 FPGF P151NACF TO FPGF OF W0012 ANP 5PACING, NW: CPACING WA5 PF5I6UP FOP LOAP5 CALCULATFP CY PI?F55UPF APPLIFP TO 5TPUCTUPF PA5EP ON 500-YP 1`00P FLOWFM5 PPOVIPFP IN A PFPOPY CY YANTIC PIVFP CON51TIN6, PATFP 2/ 24/ 2020, 6 SECTION 53.0 3/411 = 1 f-011 h W/ ( 6) NCF TO FPGF FPT 5PACIN6- ILATFP rY \L/ /ViM,U-VVI-IJ\UGV I II "^" " " "^ ^" vivvv vivivy YPFL00P OP WU&) , I FA 51PF OF FLOWPATF5 PPOVIPFP IN A PFPOPT W YAN11C PIVFP CON51TIN6, 1NVFPTFP KING POST PATO P 2/ 24/ 2020 r4 SECTION S3.0 3/411 = 11-011 Trt IN5rALl 5AMMY5 THPFAPFP POP ANCHOP (rY ITW) INTO PFO fflOVF, FA51CN VkI APEP POP TO ANCHOP NOT 5HOWN, VdkP-APFP POP HANGFP, 1/ 2" PIA POP, MAX I FNGTH-2411 3/ 4" PIA POP, MAX LE1\16TH-40" ( 2) LATFPAL rPACF5 @ FA HANGFP, 60FU HANGFP, NO, 2 OP F3 fff, WHFPF IT 15 NOT P055ftL TO I1\15TALL PPACF 0- 4 4- PFGPFF5, IN51 ALL rPACF HOPIZONT& ANP ANCHO'P INTO CCC WALL FA511,N C3PACF FNP5 TO �/ 8" FYF COLT, FMl3FP COLT 2,5" MIN, INTO WOOF PFCNNG, TV FM HA%P\ NFfCO PISFP UAhAP x/ 411--1 1 -0" PIPE 9-F MFP PW65 NOTE: 1, 5PACF HANGEP5 AT r' O" / C MAX, 2, FOP PIPF5 PUNNING PAPALL'FL TO FXTFPIOP VVA1�L5 AT FL00P VENT LOCATION5, PPOVIPF C 1) HANGFP @ FA 510E OF FA FL00P VENT, NOTE; RACING WA5 PF': IGNFP FOP LOAP5 CALCULATFP PY PPF55UPF APPLIFP TO 5TPUCVJr\F CA5F12 ON r00-YP FLOOP 1`0WPATF5 PPOVIPFP IN A PFPOPT CY YANTIC PIVFP CON51TING, PAFFP 2/ 2-k/ 2020, % SECTION s3.6 3/411 = 1'-01t FT4A , CONT, FA5U TO EX, FLOOP\ APOVE W/ 4 1/ 2 5P5 5CP\EW5 @ 4'-0" o/ c, # 4 CONT @ TOW # 4 POWEL @ EACN VE FT PAP\, 120LL & GPOLIT INTO CONCF,F9 GP\VF TEAM EMIEP 4' PEVELOF24'' INTO CMU WALL, CMU/ WICK WALL, 5EE FLAN FOP\ t?EINFOFCING INFO, # ^r @ 48" 0/ C VEP\T IAP\ ( 5) #6 T&I, ROVIPE 51P, NOOK @ ENP5 #4 @ 9" OF 18" 0 5EE I/ 53,0 FOP\ 5TIFFUP LAYOUT APPPDX, 5Ti2EAM IEP LOCATION 2 SECTION S3.0 3/411 = 11-011 -~ FEINFOFCEP CONCFETE FIEF, FP\OVIPE ( 8) #8 VETT W5 ANP #3 TIE5 @ 1611 OC. POM L VEFT IAP\5 INTO GFAPE TEAM, FEINFOFCEP CONCP\ETE 61WC IWk 5EE FLAN 506 - 5EE FLAN FILE - 5EE PLAN FX15T PFAM NOTF; AT FXTFPIOP TOP CHOPP5, FXI5T GIPPFP/ TPU55 TOP CHOP I1\15TALL PT 13FAM ON ONF 51PF FA5TFN rFAM TO FXI5T. PFA.M PT 6x6 x 21-0" LONG PPOVIPF AT FXI5T, PFAM VOVF W/ 5'P5 5CPFW5 A5 LOCATION5, FA 511)F OF FA, 61F\PEP/ TPU55 TOP CHOPP, 5HOWN, FA5TFN PT 6X6 TO TOP FA5TFN TO PFAM ABOVE W/ ( I4) 8" LONG 5P5 5CPFW5, CHOPP WITH ( 2) H6AIOKT5 C ONF PPOVIPF TWO POW5 MAINTAIN 3" 5'PACIN6, FNP ON FA 51PF) , 12I5TANCF ANP I" FPGF P15TANCF, Li NOTF, rPACING WA5 PF5I6NFP EO LOA05 CALCUL ATFP rY PPF55UPF APPLIFP TO 5TPUCTUPF PA5F12 ON �00-YP F1,001) FLOWP\ATF5 PPOVIPFP IN A PFPOPT rY YANTIC PIVFP CON5111N6, PATFP 2124/ 2020, S3-0 SE/�CTION S3.0 3/411 = 1'-011 U A U' 'b U' XU" LU."F JNCASVILLE, CT .11 0. Description Date 12 DEEP 7/30/2020 SUBMISSION 13 Pile locations 10/2/2020 AN - 5f, 7aT VET Project Number 16-063 Date 7/30/2020 Drawn By EAM Checked By DJM Scale As indicated SECTIONb & DETAILZ5 REMOVE &STORE EXISTING BOULDERS FILL VOID WITH SELF CONSOLIDATING GROUT WATERBAG COFFERDAM - STAGE II --� sn ui Ix I D U i ..J,4 v ou W� 17_i � � 18 I r sC Lu M ti a \1 931 C0 '. 18�~ n-�77 TOXOBOXO BROOK X �y WATERBAG COFFERDAM STAGE II N'P �P KP PLYWOOD FORM (ADDITIONAL SANDBAGS DESIGNED DRAWN CHECKED, AS NECESSARY) 78 l'°.,;20' TAG II SET TO 2 -YR STORM ELEVATION -21.0' 77 FILL VOID WITH SELF CONSOLIDATING GROUT WATERBAG COFFERDAM - STAGE II --� CONSTRUCTION SEQUENCESTAG E I 1. INSTALL SEDIMENT & EROSION CONTROLS. 1 2. INSTALL COFFERDAM ON SOUTH SIDE OF BUILDING AS SHOWN. ,{' 3.. REMOVE & STORE EXISTING BOULDER RIPRAP IN FRONT OF WORK AREA. 4. TEMPORARY SUPPORT BUILDING STRUCTURE UNDER EXISTING GIRDERS. �_ _ ,✓' / 5. REMOVE PORTION OF EXISTING FOUNDATION WALL AS REQUIRED. f 6. INSTALL HELICAL PILES. 7, INSTALL GRADE BEAM AND WALL PER DETAIL SHOWN. _alT _ J 8. REMOVE TEMPORARY BUILDING SUPPORT. 9. RESTORE EXISTING BOULDER RIPRAP IN FRONT OF FOUNDATION WALL. STAGE 11 I 1, REMOVE AND RE --INSTALL COFFERDAM. 2. REMOVE & STORE BOULDERS AS NECESSARY. 3. INSTALL PLYWOOD FORM (MIN. 6" EMBEDMENT INTO EXISTING GRADE) AND FASTEN TO EXISTING BOULDERS WITH HILTI ANCHORS. w w 4. INJECT SELF CONSOLIDATING GROUT AND FILL VOIDS IN FOUNDATION WALL. ,, 5.. ONCE THE GROUT HAS HARDENED, REMOVE PLYWOOD FORM. -' 6. RESTORE BOULDERS & INSTALL ADDITIONAL RIPRAP AS SHOWN. 7. REPOINT BUILDINGS K, M, & J. 8. INSTALL WINDOWS. 9. INSTALL ROOF, GUTTERS, & SOFFITS. 9 10. INSTALL SEWER PIPE UNDER BUILDING K. ,'A 4 11. REPAIR & PAINT WOOD, SOFFIT, ETC. ' \ 12. REMOVE COFFERDAM. 13. REMOVE SEDIMENT & EROSION CONTROL. sn ui Ix I D U i ..J,4 v ou W� 17_i � � 18 I r sC Lu M ti W Ca C0 78 n-�77 CONSTRUCTION SEQUENCESTAG E I 1. INSTALL SEDIMENT & EROSION CONTROLS. 1 2. INSTALL COFFERDAM ON SOUTH SIDE OF BUILDING AS SHOWN. ,{' 3.. REMOVE & STORE EXISTING BOULDER RIPRAP IN FRONT OF WORK AREA. 4. TEMPORARY SUPPORT BUILDING STRUCTURE UNDER EXISTING GIRDERS. �_ _ ,✓' / 5. REMOVE PORTION OF EXISTING FOUNDATION WALL AS REQUIRED. f 6. INSTALL HELICAL PILES. 7, INSTALL GRADE BEAM AND WALL PER DETAIL SHOWN. _alT _ J 8. REMOVE TEMPORARY BUILDING SUPPORT. 9. RESTORE EXISTING BOULDER RIPRAP IN FRONT OF FOUNDATION WALL. STAGE 11 I 1, REMOVE AND RE --INSTALL COFFERDAM. 2. REMOVE & STORE BOULDERS AS NECESSARY. 3. INSTALL PLYWOOD FORM (MIN. 6" EMBEDMENT INTO EXISTING GRADE) AND FASTEN TO EXISTING BOULDERS WITH HILTI ANCHORS. w w 4. INJECT SELF CONSOLIDATING GROUT AND FILL VOIDS IN FOUNDATION WALL. ,, 5.. ONCE THE GROUT HAS HARDENED, REMOVE PLYWOOD FORM. -' 6. RESTORE BOULDERS & INSTALL ADDITIONAL RIPRAP AS SHOWN. 7. REPOINT BUILDINGS K, M, & J. 8. INSTALL WINDOWS. 9. INSTALL ROOF, GUTTERS, & SOFFITS. 9 10. INSTALL SEWER PIPE UNDER BUILDING K. ,'A 4 11. REPAIR & PAINT WOOD, SOFFIT, ETC. ' \ 12. REMOVE COFFERDAM. 13. REMOVE SEDIMENT & EROSION CONTROL. i WATERBAG COFFERDAM STAGE I--/ / REMOVE AND —� (ADDITIONAL SANDBAGS AS NECESSARY) STORE BOULDERS TOP OF COFFERDAM TO BE SET TO 2 -YR INSTALL GRADE BEAM STORM ELEVATION -21.0' & HELICAL PILES STAGEI BLDG n FILL VOID WJ SELF CONSOLIDATING GROUT PIN PLYWOOD FORM- TO ORM-TO BOULDERS (Z 0 1 ui Ix I D U i ..J,4 v ou W� A z z sC Lu M ti W Ca C0 TOXOBOXO BROOK X �y WATERBAG COFFERDAM STAGE II N'P �P KP PLYWOOD FORM (ADDITIONAL SANDBAGS DESIGNED DRAWN CHECKED, AS NECESSARY) TOP OF COFFERDAM TO BE l'°.,;20' TAG II SET TO 2 -YR STORM ELEVATION -21.0' SCALE i WATERBAG COFFERDAM STAGE I--/ / REMOVE AND —� (ADDITIONAL SANDBAGS AS NECESSARY) STORE BOULDERS TOP OF COFFERDAM TO BE SET TO 2 -YR INSTALL GRADE BEAM STORM ELEVATION -21.0' & HELICAL PILES STAGEI BLDG n FILL VOID WJ SELF CONSOLIDATING GROUT PIN PLYWOOD FORM- TO ORM-TO BOULDERS (Z 0 1 ui Ix I D U i ..J,4 v ou W� A z z sC Lu M W Ca C0 TOXOBOXO BROOK X �y WATERBAG COFFERDAM STAGE II N'P �P i WATERBAG COFFERDAM STAGE I--/ / REMOVE AND —� (ADDITIONAL SANDBAGS AS NECESSARY) STORE BOULDERS TOP OF COFFERDAM TO BE SET TO 2 -YR INSTALL GRADE BEAM STORM ELEVATION -21.0' & HELICAL PILES STAGEI BLDG n FILL VOID WJ SELF CONSOLIDATING GROUT PIN PLYWOOD FORM- TO ORM-TO BOULDERS (Z 0 ui Ix a D U -.1 �p v ..J,4 v ou W� NNW z z sC Lu M CL D U ~�LL z z BoaL W Ca C0 TOXOBOXO BROOK X WATERBAG COFFERDAM STAGE II N'P �P KP PLYWOOD FORM (ADDITIONAL SANDBAGS DESIGNED DRAWN CHECKED, AS NECESSARY) TOP OF COFFERDAM TO BE l'°.,;20' TAG II SET TO 2 -YR STORM ELEVATION -21.0' SCALE WLo 2" 2020 1 WATER HANDLING SECTION DATE (LOOKING EAST) 722 -fl1 PROJECT NO. SCALE: A"=1'-0" SHEET NO. SHEET NAME Coavriaht Milone & MacBroom. Inc , 2020