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HomeMy WebLinkAbout49 MASCOLO ROADm . 1 No m 04 0 0 -ts 0 0 U 0 m _I 3 U m co m a N O v a� N/F 500' ABUTTERS STREET ADDRESS OWfaR PARCi. ip 779 JOHN FITCH BOULEVARD TU' NYS TURTLE GAS LLC 47700779 167 NEWBERRY ROAD CENSKI MARLENE 63000167 56 MASCOLO ROAD DAY REALTY LLC 57600056 68 MASCOLO ROAD CYR RICHARD H & SANDRA 57600068 753 JOHN FITCH BOULEVARD DALENE STEVEN A 47700753 205 MEWBERRY ROAD FOX CALEB 63000205 211 NEWBERRY ROAD ACCORD REALTY LLC 63000211 797 JOHN FITCH BOULEVARD DUPREY FLORENCE ESTATE OF 47700797 29 MASCOLO ROAD CUSSON ENTERPRISES LLC 57600029 36 MASCOLO ROAD KAB HOLDINGS 57600036 874 MAIN STREET IJE SHEPARD COMPANY THE 54900874 860 MAIN STREET JE SHEPARD COMPANY THE 54900860 785 JOHN FITCH BOULEVARD 785 JOHN FITCH BOULEVARD LLC 47700785 191 NEWBERRY ROAD BERNSTEIN PAUL & 63000191 65 MASCOLO ROAD SIXTY FIVE MASCOLO ROAD CORP 57600065 825 JOHN FITCH BOULEVARD WIZE GUY REALTY LLC 47700825 769 JOHN FITCH BOULEVARD MCDONALD'S CORPORATION 47700769 894 MAIN STREET NEWBERRY HAROLD M III 54900894 735 JOHN FITCH BOULEVARD 729 JOHN FITCH BOULEVARD LLC 47700735 906 MAIN STREET JE SHEPARD COMPANY THE 54900906 179 NEWBERRY ROAD VERY MICHELE M 63000179 729 JOHN FITCH BOULEVARD 729 JOHN FITCH BOULEVARD LLC 47700729 95 NEWBERRY ROAD JE SHEPARD COMPANY THE 63000095 PRELIMINARY NOT FOR CONSTRUCTION THESE PLANS ARE FOR PLANNING PURPOSES ONLY INTENDED TO SECURE REGULATORY APPROVALS. ONLY FINAL PLANS STAMPED APPROVED BY THE TOWN SHALL BE USED FOR CONSTRUCTION PURPOSES. GENERAL NOTES: • THESE PLANS ARE INVALID UNLESS THEY BEAR THE SEAL OR STAMP, AND ORIGINAL. SIGNATURE OF THE PROFESSIONAL ENGINEER, LAND SURVEYOR, OR LANDSCAPE ARCHITECT. • REPRODUCTION TECHNIQUES USED IN THE PRODUCTION OF THIS PLAN CAN STRETCH OR SHRINK THE PAPER. SCALING OF THIS DRAWING MAY BE INACCURATE. CONTACT DPI IF ADDITIONAL INFORMATION IS REQUIRED. • THESE PLANS AND OTHER ITEMS PREPARED BY DESIGN PROFESSIONALS, INC. (DPI) ARE INSTRUMENTS OF SERVICE AND REMAIN ITS PROPERTY. THE USE OF THESE ITEMS BY DPI'S CLIENT IS SUBJECT TO THE TERMS SET FORTH IN THE AGREEMENT BETWEEN CLIENT AND DPI. REPRODUCTION AND/OR USE OF THESE ITEMS BY OTHERS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF DPI. 01 S1 E PLAN MODI ic'A ION 4n,-O-,,,/ MAOCC,'OOLO ROAD 0C3_,/U' H WHNDSOOR /-C GHS 59-18 4 .. 63000120 630" 47 73 El 63000214 630002<ED t' �'r 6300 4 lr 3000204 �7 630001 /�{ , 477D�6865 t 4-1 6 2 5 63000225 630 6300009501 70083 t 400m0 ® 63000167 63000179 63000211 �— • . ' ' ,,�� 6510013 \ . J _,a �'„(-•-��j: •r.' � , i�:.,� .-•-I.�,?A� �,yi,l ice. <4770082 [�+ 1`; l t �576000 y 57600056T", t�i itt j 84000001 54900906 i ,i ...._ . _ Q _ 47700797 (� 54900894 j _ 57 000 0003 �' r 7 078 54900874 A 1 57 029 e /� �i ce to Nearest 4770 7 int ctlon John Fitch I� B d)=5 L 477 0769 5 4900860 65100105 47700753 75 j 77 735 54900834 a;. 47700729 65100085 , 47700701 \\ p�,0071 41 72900178 700681 O WY KEY MAP SCALE: 1 "=200' CIVIL ENGINEER LANDSCAPE ARCHITECT 3 & LAND SURVEYOR: CIVIL & TRAFFIC ENGINEERS / LAND SURVEYORS PLANNERS / LANDSCAPE ARCHITECTS 21 Jeffrey Drive P.O. Box 1167 South Windsor, CT 06074 Phone: 860-291-8755 Fax: 860-291-8757 www.designprofessionalsinc.com Fi i f N, rt. t� Jf(l f 1� LOCATION MAP SCALE: 1 "=1,000' ZONING TABLE ZONE: I ZONE (INDUSTRIAL) ITEM REQUIRED/ ALLOWED EXISTING PROPOSED LOT AREA 30,000 SF MIN. 38,248 SF 38,248 SF LOT FRONTAGE 100' 300' 300' LOT DEPTH 150' 150.9' 150.9' FRONT YARD 35' 23.0' 23.0' SIDE YARD 10' 96.7' 10.7' REAR YARD 25' 9.1' (1) 9.1' (1) BUILDING HEIGHT 40' / 2 STORIES <40' <40' PARKING SEE BELOW (2) 2 STRIPED 13 (2**) LOT COVERAGE 50% 22.8% 31.3% IMPERVIOUS COVERAGE 65% 75% (3) 64.4% NOTES: (1) EXISTING NON —CONFORMING TO THE REAR YARD SETBACK, THE NEW BUILDING ADDITION WILL CONFORM TO THE 25' REAR YARD SETBACK. (2) PARKiNG REQUIREMENTS: INDUSTRIAL AND MANUFACTURING = 1 SPACE PER 700 SF GFA OFFICE = 4.5 SPACES PER 1000 SF GFA STORAGE AND WAREHOUSE = 1 SPACE PER 1250 SF GFA PROPOSED: 4500 SF MANUFACTURING = 6.4 SPACES 875 SF OFFICE = 3.9 SPACES 6579 SF STORAGE = 5.3 SPACES TOTAL REQUIRED: 16 SPACES **13 PARKING SPACES ARE PROPOSED TO BE STRIPED WITH 3 RESERVE PARKING SPACES PROVIDED THAT CAN BE STRIPED IN THE FUTURE IF A DEMAND FOR MORE PARKING IS PRESENT ON SITE. (3) EXISTING SITE IS NON —CONFORMING TO THE IMPERVIOUS COVERAGE LIMIT. PROPOSED SITE WORK WILL REDUCE THE AMOUNT OF IMPERVIOUS SURFACE TO ESTABLISH A SITE THAT CONFORMS TO IMPERVIOUS COVERAGE REGULATIONS. ARCHITECT: West Reach Construction PO Box 1328 Manchester, CT 06045 860-649-7607 www.westreachconstruction.com SHEET INDEX C-Ti COVER SHEET 1 of 8 C-SP1 SITE PLAN 2 of 8 C-Gu i GRADING PLAN 3 of 8 C-UT1 SEPTIC PLAN & DETAILS 4 of 8 C-ES1 EROSION & SEDIMENTATION PLAN 5 of 8 C-ES2 EROSION & SEDIMENTATION NOTES & DETAILS 6 of 8 C-D1 NOTES, DETAILS, & LEGEND 7 of 8 C-D2 DETAILS 8 of 8 V-1 PROPERTY & TOPOGRAPHIC SURVEY 1 of 1 ARCHITECTURAL PLANS & ELEVATIONS (BY OTHERS) F,ECEIVED iNOV 2 0 2020 1�ouih Vdmdwr Building Dept w�xttnU[t�r � �Fa.�t �• .t-•, k:rit s'r�stfac.e s�:� �sra �:-. ' .:a1'j ad tKurm �+ropaa.Ed ZssWFd'ea6 i0!;e.(aaaatimM�t ta.A . +xwtltpr watts a ,S r t •d 3� .raSltatian �, issued by V44 FBrrdert �f this .3ppl c t ern Nsu :oce of a auiuiift txxanit Signed rhis plan is :*7pr",4 su!); , t to tT- co�!dition thae orders and ordimaac*s ngut::rttn; built ,ng shall be compiled with. Conditionally Approved Thee filed with Building Inspector PROPERTY OWNERS: MASCOLO ROAD REALTY, LLC 36 MASCOLO ROAD SOUTH WINDSOR, CT 06074 APPLICANT: PROGRESSIVE SHEETMETAL, LLC 36 MASCOLO ROAD SOUTH WINDSOR, CT 06074 860-436-9884 ��\11111f1ttt C O NNE CO 33459 ` c 9; :� r. 0 N O an No >I L u Q) N t C2 al N v > � N ~ LL 0 oc�O i O O LO LO L0 0 cc F'coc0 WCO O C� oWC OLL j W L-k UNN � 9FN- 'Abb 0uj N � 0000 .0 R- N OD f- n O S @ zv ra O 3 cn 3 Lu a Na OC U Vi W o mo aZ O J Z c W C)C.) N cc LL W C ■y a z oc Z IM a Utwit—� R W6 L ,93 '' -0 w b ` 0 C-0 W = O a`d & u 5 v Ol f5 Ly'�y yxTO- mz c 3 O —� O u. >co RS O 00 ON L N Ov Oho �O E O co-� O M s 00 O ° No m z ~ W � N \ o > m o r m 3 w c B CL a M Q-' cS5 m J I- O W � � Q _U oW W U W LL 0zo N 0 0 O � W0oN zZ V) w a, o 0 W hobo m I ^ V / I Z O W W H Q O Z O 7 Z a O N a W a Y / O LU O J N Q e V cn . SHEET ca=SP1 SHEET 2 OF 8 0 m t6 J Ni cn p 0 0 m J C V EM�II i-� 0 N 0 N m 0 ,ky IjN.\ Ap LL ER 0 > 08L0L0-D Lu ~�� w LL 0QNN 0 >N 0 6 oQ N Shlu oo C m V P. S v � G= 2 V 3 ja cn 3 w a (A Q = V Hwa _° 0.5 LU O_ V N LL w •y w a �y .m W a W � U 4t <, ~ ,�Il $ o g ] SS m 61L O U O J jJWUCCO {� N O co ON eat N b O ON a - M 'D O M�00 D O N z F 0 0 N \ y m r m m w co o co a M w- o 2 y 2 o D 3 a W 3 w d I- O W Z) U Q V �U W Lu W 0Z = 0 00 OUO C W �ry oLo > V) # Grp _ Z bo � � Q V cn a WLAM a W o ~ GEC Cl) a. m (A z 0 w ry w H Q O L 0 Z a il .I a V O Z o Q O LU O J N Q G U V) SHEET C=�1GD SHEET 3 OF 8 C U) m ((aa V) J a 0 0 m J 0 0 -o u 0 O m tin _3 C 00 00 U O Q o rn m N co v ui li SEPTIC SYSTEM INSTALLATION NOTES: 5. THE CONTRACTOR SHALL REFER TO THE GST6212 STANDARD 10. THE PROPOSED SEWER PIPE FROM THE BUILDING TO THE SEPTIC 14. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED MANUFACTURING INSTRUCTIONS FOR INSTALLATION PROCEDURES. AN TANK SHALL BE PVC SCHEDULE 40, ASTM D 1785 OR ASTM D 2665 WITHOUT PRIOR WRITTEN APPROVAL FROM THE DESIGN ENGINEER AND AUTHORIZED REPRESENTATIVE OF GEOMATRIX SYSTEMS, LLC MUST BE OR APPROVED EQUIVALENT LISTED IN TABLE NO. 2 OF THE THE TOWN OF SOUTH WINDSOR DEPARTMENT OF HEALTH. 1. PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS, THE PRESENT DURING INSTALLATION UNLESS THE CONTRACTOR IS 'TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL CONTRACTOR SHALL CONDUCT THE FOLLOWING CONFIRMATORY TESTS: CERTIFIED BY GEOMATRIX SYSTEMS. SYSTEMS". ALL OTHER EFFLUENT DISTRIBUTION SEWER PIPE FOR THIS 15. THE SEPTIC TANK SHALL BE PRECAST CONCRETE DESIGNED WITH TWO 1.1. A TEST PIT SHALL BE EXCAVATED AT THE PROPOSED SANITARY SEPTIC SYSTEM SHALL BE PVC ASTM D 3034, SDR 35 WITH RUBBER (2) ACCESS MANHOLES TO GRADE ABOVE THE INLET BAFFLE AND SEWER INVERT LOCATION SHOWN ON THE PLAN. THE CONTRACTOR 6. PROPOSED PLAN SHOWS MINIMUM REQUIRED SITE IMPROVEMENTS FOR COMPRESSION GASKET OR BELL AND SPIGOT WITH NO GASKETS OR ABOVE THE OUTLET FILTER OF THE TANK. SHALL INSPECT THE INVERT AND INTEGRITY OF THE EXISTING SYSTEM INSTALLATION. APPROVED EQUIVALENT LISTED IN TABLE NO. 2-A OF THE 'TECHNICAL SANITARY LATERAL TO DETERMINE IF REUSE IS POSSIBLE. IN THE STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS". 16. THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED OUT BY A EVENT THAT THE OBSERVED INVERT IS DIFFERENT FROM WHAT IS 7 INVERTS AND CHAMBER ELEVATIONS SHOWN ARE SPECIFIC TO THE LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. SHOWN ON THIS PLAN, THE CONTRACTOR SHALL CONTACT THE LAYOUT DEPICTED IN THIS PLAN. THE SYSTEM MAY BE MODIFIED IF 11. THE CONTRACTOR SHALL TAKE PRECAUTIONS DURING THE INSTALLATION DESIGN ENGINEER IMMEDIATELY. WARRANTED WITH APPROVAL FROM THE SOUTH WINDSOR HEALTH OF THE SUB -SURFACE SEWAGE SYSTEM TO PROTECT THE EXCAVATED 17. THE CONTRACTOR SHALL COORDINATE WITH THE SOUTH WINDSOR DEPARTMENT. AREAS FROM COLLECTING SEDIMENT DISCHARGES FROM THE SITE. HEALTH DEPARTMENT FOR TIMELY INSPECTION AND TO SECURE' 1.2. A TEST PIT SHALL BE EXCAVATED IN THE VICINITY OF THE PERMITS FOR INSTALLATION AS THEY REQUIRE. PERMITS MUST BE PRIMARY LEACHING FIELD TO CONFIRM NO RESTRICTIVE LAYER IS 8. AVOID DIRECT CONTACT WITH LEACHING SYSTEM WHEN USING 12. SHOULD ANY SIGNIFICANT VARIATIONS FROM THE TEST PIT DATA BE OBTAINED BY A LICENSED SEPTIC INSTALLER. PRESENT ABOVE ELEVATION 56.30 (8.5'f DEEP TEST PIT). THE CONSTRUCTION EQUIPMENT. ONLY DRIVE ACROSS THE TRENCHES WHEN ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER, CONTRACTOR SHALL COORDINATE WITH DESIGN ENGINEER AND NECESSARY. NEVER DRIVE DOWN THE LENGTH OF THE TRENCHES. TO MOTTLING, SOIL TYPE, UNSUITABLE MATERIAL, ETC.), THE SOUTH 18. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED INSTALLATION TOWN SANITARIAN FOR EVALUATION OF TEST PIT. AVOID ADDITIONAL SOIL COMPACTION, NEVER DRIVE HEAVY VEHICLES WINDSOR HEALTH DEPARTMENT AND THE DESIGN ENGINEER SHALL BE METHODS, SPECIFIED IN THE 'TECHNICAL STANDARDS FOR SUBSURFACE 2. IN THE EVENT THAT THE RESERVE LEACHING AREA BE UTILIZED IN OVER THE COMPLETED SYSTEM. NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM. SEWAGE DISPOSAL SYSTEMS AND GST 6212 INSTALLATION MANUAL. THE FUTURE IT MUST BE CERTIFIED FOR HS-20 LOADING. CONTACT THE SOUTH WINDSOR HEALTH DEPARTMENT FOR FINAL 9. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, 13. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR INSPECTION PRIOR TO BACKFILLING SYSTEM. 3. GEOMATRIX SYSTEMS LLC GST 6236 LEACHING SYSTEM SHOWN FOR STONE, FILL ETC. USED FOR THIS SEPTIC SYSTEM SEPTIC TANK N b b ) ELEVATIONS 0 TO SHALL VERIFY ALL UTILITY LOCATIONS AND ELEVATI N PRIOR N ILLUSTRATIVE AND DESIGN PURPOSES. CONTRACTOR SHALL USE THIS SHALL CONFORM TO THE CURRENT EDI T IONj REVISION OF THE CONSTRUCTION. CONTRACTOR SHALL CONTACT PRODUCT OR APPROVED EQUIVALENT. APPROVAL IS TO BE GRANTED 'TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 48 HOURS BY THE DESIGN ENGINEER AND THE TOWN OF SOUTH WINDSOR SYSTEMS" REVISED JANUARY 2018 OF THE CONNECTICUT PUBLIC PRIOR TO ANY EXCAVATION. HEALTH DEPARTMENT. HEALTH CODE BY THE STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH. 4. BENCHMARKS TO BE SET AT TIME OF AS -BUILT. H EXISTING GRADE i-ELEV.=64.80t ELEV.=64.40 LOAM AND SEED III -I I (-III-I ((-I I ( III -III -I OMMON FILL I -III -III -I " I I III III -III INV=59.55 (4" PVC) PRIMARY LEACHING SYSTEM 1 C5 5,.5 C_5 C3 7 ) ) t) 12LF GST 6212 (SEE DETAILS) PRIMARY LEACHING SYSTEM 2 _ 68LF GST 6212 7� Y- } ELEV=58.55 (SEE DETAILS) I ELEV=58.35 (SEE SYSTEM INSTALLATION NOTE 1.2) 66" I NOTES • NO RESTRICTIVE LAYER OR LEDGE WERE ENCOUNTERED DURING SOILS TESTING. • TOP OF SYSTEM ELEVATION TO MATCH EXISTING GRADE AS CLOSE AS POSSIBLE. GST CROSSECTION B-B N.T.S t ar II ►•�� �..RAW 15 •�c?J •�I= •�I��� �..`/j��� ""• �: IX- 62„ *H` 6" (GST6206) *P= 2" - 5.5" 12" (GST6212) '3" min. I.D., ASTM D-3034, SDR 35 pipe for gravity applications 18" (GST6218) 0.75" min. I.D., ASTM D-2665, SCH 40 PVC pipe for pressure applications 24" (GST6224) 30" (GST6230) 36" (GST6236) GE01IAT8!e T A < GSY^ SM; Geannlnz Svstems. LLC , laWn9wttm, C INV•55.78 E . J / - led t< 55.82(�) L x i t4 IN V.' 55- 6 9(W) a cR TTF.• 664 23 ~.•., .,.. ,,, x 1� /IV V- ,56. 42(1) `� r�D) j� 1250 GALLON " I CONCRETE SEPTIC TANK `` Gx • `` r'Y ti TF: 63.70 - ,, `�. <� Irx. -'- _ INV IN: 60.96 6" S Y \ '`/� .�f';- fio _`_ t:X- :: �•-.,_ INV OUT: 60.71 4" E CONTRACTOR TO "RESTORE ~ cx ~ LANDSCAPING DISTURBED "`r G ; DURING CONSTRUCTION TO ORIGINAL CONDITION CONTRACTOR TO RESTORE- �� / DISTURBED AREA AROUND } x 61.4-2 SEPTIC TANK TO ORIGINAL �� '` -• ` CONDITION. _. INV.• 58.17(bi) / ~ - / INV.• 58.29(S) 1 I �` ~ _ • �,~ . EXISTING SEPTIC TANK �., ,..�.._..�-..."r==� _..-. \ `'' •., TO BE REMOVED AND c • ..� _ �....� - ----------- ----._ .--- _ IF'fi?...89 � v REPLACED W/ 1250 /NV.58.71(�✓) a�a� `� 1�) GALLON TANK 63 42 „ j / 11 LF - 6 SCH 40 PVC \ ; "'„-- / :' , ` _ .....�,•,. RESERVE LEACHING AREA PROPOSED (SEE SEPTIC SYSTEM GQ�� BUILDING 1 / 1 % "; INSTALLATION NOTE 2) [ l_P _?1016 W/L.IGh'7' e ADDITION s4.2 ~ / /I ' 3,230 3FF=63.8' f I PROPOSED SANITARYI�'/ 1 �`- - SEWER INVERT = 61.2f (SEE SEPTIC \ eI. ; x t,=' l INSTALLATION NOTE 1.1) SDR35 PVC: S=0.50% MAINTAIN EXISTING < EXISTING GRADE OVER SYSTEM / BUILDING 8,724 SFf REMOVE AND REPLACE ALL Iv IVA5C'OLO ROADt REALTY LLC CONCRETECURB URB DISTURBED GURBED VOL. 2438 PAGE 327 INSTALLATION. 1 /� }� "q yl fir_.. OF GRAVEL ENCROACHMENT x G3.57 / \ RESERVE LEACHING AREA (SEE SEPTIC SYSTEM e.i INSTALLATION NOTE 2) AREA OF CONCRETE PAD ENCROACHMENT l r 63 sa 2 ~'6 REFERENCES: THIS PLAN REFERS TO THE FOLLOWING: 1. PLAN ENTITLED "PROPERTY & TOPOGRAPHIC PLAN, 49 MASCOLO ROAD, SOUTH WINDSOR, CONNECTICUT" DATED 3/23/2017 PREPARED BY DESIGN PROFESSIONALS, INC. FILITY PLAN NOTES: 'CALL BEFORE YOU DIG' - CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENDING EXCAVATION BY CALLING 811 AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING EXCAVATION. THIS PLAN SHALL BE USED FOR UTILITY PURPOSES ONLY REFER TO NOTES SHEET FOR UTILITY NOTES 64.4 ; -V- � 6S x 64.-3 I'-lr^,y_ x ea. s / PRIMARY LEACHING SYSTEM 1 12LF - GST 6212 (SEE CROSS SECTION) Y / CONCRETE DISTRIBUTION BOX TF=64.48 INV IN: 60.22 4" W INV OUT: 60.06 4' S PRIMARY LEACHING SYSTEM 2 68LF - GST 6212 (SEE CROSS SECTION) PROPERTY OWNERS: MASCOLO ROAD REALTY, LLC 36 MASCOLO ROAD SOUTH WINDSOR, CT 06074 APPLICANT: PROGRESSIVE SHEETMETAL, L.LC 36 MASCOLO ROAD SOUTH WINDSOR, CT 06074 860-436-9884 SEPTIC SYSTEM DESIGN PROPOSED USAGE: 4500 SF MANUFACTURING (INDUSTRIAL) 0.1 GPD/SF = 450 GPD 875 SF OFFICE (20 GPD/EMPLOYEE) / (200SF/EMPLOYEE) = 87.5 GPD 6579 SF STORAGE (INDUSTRIAL) 0.1 GPD/SF = 657.9 GPD TOTAL USAGE = 1195.4 GPD DESIGN PERCOLATION RATE: LESS THAN 10.1 MINUTES/INCH (APP RATE: 1.5 GPD/ELA) REQUIRED EFFECTIVE LEACHING AREA: (1195.40 GPD) / (1.5 GPD/ELA) = 796.93 ELA DESIGN: 1,250-GALLON (MINIMUM) SEPTIC TANK AND 1-12' & 1-68' ROW OF GST 6212 INFILTRATORS. LEACHING AREA PROVIDED: (12+68)' X 10 SF/LF = 800 SF > 796.93 SF *RESTRICTIVE LAYER FOR THE SITE WAS DETERMINED TO BE > 60" BELOW EXISTING GRADE PER TP-1, TP-2, & TP-3. NO MLSS REQUIRED. GEOMATRIX GST"LEACHING SYSTEM A -A' CROSS SECTION Finished Grade shall be pitched to sheet flow stormwater away from system \V \t/ \I/ \I/ Cover material depth shall be >-6" and shall be uniform over system Filter Fabric H CT DOT No. 6 stone ASTM C-33 Sand (a epWovaJ op.wiUnll *H= 6" (GST6206) 12" (GST6212) 18" (GST6218) 24" (GST6224) 30" (GST6230) 36" (GST6236) >'> tiO D o . a D U� . ,oqU� nfl21 2!2' � . B 4 ; 4,� GEOAU *3" min. I.D., ASTM D-3034, SDR 35 pipe for gravity applications Goomoin 0.75" min. I.D., ASTM D-2665, SCH 40 PVC pipe for pressure applications ;M,) CT DOT 96 stone ;TM C-33 Sand la bW,vuvJJ 4givJa,1) A' L t7� bµt Town of South Windsor - Health Department 4 1530 Sullivan Avenue, South Windsor, CT 06074 Phone Number: (860) 337-6173, Fax Number: (860) 644-1930 SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Application/Permit #: Property Owner: Mascolo Road Realty LLC Location: 49 Mascolo Road DEEP TEST PIT DATA/SOIL DESCRIP•11ONS DATE: 3t240-020 (Record all Test Pits) TEST PIT: I TEST PIT: 2 TEST PIT: 3 TEST PIT: 0-15" Top soil i5-19" Red brown line sancPlittle gravel 19-82" Yellow brawn sand 0-15" Top soil 15-18" Red sundlold gravel layer 18 28" Topsoil 28-83" fellow brown sand 0-11" Top soil l I-1(i • Red sand 16-23" Top soiVold gravel layer 23-83" Yellow brawn sand Mottles: N/A Mottles: NIA Mottles N/A Mottles: GW: N/A GW: NIA GW: NIA GW: Ledge: N/A Ledge: N/A Lcdgc: N/A Ledge: Roots: NIA Rants: NIA Roots: N/A Roots: Restrictive: NIA Restrictive: NIA Restrictive. N/A Restrictive: COMMENTS: GROUNDWATER TABLE (Near max., below max., etc.): SOIL MOISTURE (High, medium, low. etc.): PERCOLATION TES'P DATA DATE: 3/24/2020 (Record all Pere Tests) PERC:I PERC: PERC: PERC: DEPTH:53" DEPTH: DEPTH: DEPTH: PRESOAK: 9:53 AM PRESOAK: PRESOAK: PRESOAK: TIME READING TIME READING TIME READING TIME READING 9:59 AM 0.001, 10:00AM 5.00" 10:01 AM 8.00 " 10:02 AM 10.50 " 10:03 AM 12.50 " PERC PERC PERC PERC RATE: 0.32 MINRN RATE: RATE: RATE: COMMENTS: 1 W t PRECAST CONCRETE 1250 Gallon Capacity Residential NOTES: 1. Concrete - 4,000 PSI @ 28 DAYS. 2. Meets or exceeds state and local requirements. 3. All shiplop joints sealed with Butyl Rubber. ,. Ivuu--i(uutc loading use only. S. Two compartment tank. Monolithic Design, 6. Side inlet pipes shall extend to cleonout cover thru cast in pipe support. 7. Maximum fill over top of tank - 3 feet. 8. Tank shall be supplied with tees and biofilter. 9. Tank shall be marked with manufacturer name, phone no., tank capacity, date of manuFacture, and ASTM 012.2.7 conformance. L _ .._.. ..... ____ ..___ ___ ___. _.__ _. _. .....__ 18" D1A. Ct_EANOU•r TYP. I ht i 1 - I , --- �,, ' I I J• i V.I I i L JL-_ _^J OPTIONAL EXT. RISER t t 4" t P t LIQUID LEVEL ( i 2/3 capacity 1/3 Capacity _ v-• _ 1 3, f , 3" NOTE: 1. CONNECTICUT PRECAST CORP 1,250 GALLON REGULAR SEPTIC TANK DETAIL SHOWN FOR ILLUSTRATIVE PURPOSES. CONTRACTOR TO USE THIS PRODUCT OR APPROVED EQUAL. 2. IF EVIDENCE OF HIGH GROUNDWATER CONDITIONS EXIST DURING EXCAVATION OF SEPTIC TANK, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO INSTALLATION. ADDITIONAL BALLAST MAY BE NECESSARY TO COUNTERACT BUOYANCY FORCES. 1,250 GALLON SEPTIC TANK N.T.S. MODEL I.10. LIQUID CAPACITY LENGTH L WIDTH W INVERT I HEIGHT H WEIGHT (Lt3S.) T1250RES 1250 10'-6" 5'-8" 3'-8" 4'-6" 9650 LAWN / STREETS CROSS-COUNTRY PAVED i TOPSOIL &SOD OR SEED -, a a. 4, e Io � s � 12" MINN 1/2 0.D PIPE REFER TO PAVEMENT SECTION DETAIL /FOR BASE AND PAVING REQUIREMENTS. APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. -SAND BLANKET PIPE. AS SPECIFIED 3/4" BROKEN TRAPROCK 1/2 0. PIPE 6"1AIN.mo_ PIPE 1' SECTION SANITARY SEWER TRENCH SECTION N.T.S ,5 { �_l r 2 1 /2" I NOTES: 1. Concrete - 4.000 PSI 0 28 DAYS. 2. Euipped with Polypropylene pipe seals. 4" Inlet 4" Outlets on 3 Sides 1 10 8„ 1'-4' 2" 2" I 1 ` 1 3/4" NOTE: 1. CONNECTICUT PRECAST CORP 3-OUTLET DISTRIBUTION BOX SHOWN FOR ILLUSTRATIVE PURPOSES. CONTRACTOR SHALL USE THIS PRODUCT OR APPROVED EQUAL. CONCRETE DISTRIBUTION BOX N.T.S. 2" a cz V) a I V c Cc 0 0 0 LX V) Q) G 0 N O L of c O V Z ;:= b o ao�to�0 I\, co cc Mm Uooo u- 0 N u_ rn M V) O W U � ONINI a) p00 I- >FN- a� N 00.18- �F s 3 o= �a 3 O 3 to zv Wo z Z J z lu 00' C)MM ,y,w _ U. lu a Y/ a IL y w � G! n is t3 ogI o� 00 gkz for 0� _� g � X g -oy 15G�0-g_ s> ' �3 O U O J O Jry jcc IT CO v V) 4-1O 4) CIN L Q O bo E cn M O M ao D O 8 0 0 'm z '- 1 .0 N \ m m 3 w 8 cYi d J I- O � � LeW La 0 U W � W W �z o 0 O U O �-\0 W 2 °oLO Q Q V / cIi � z V �a0,� �a O W o aN r m z O LL Lu H 0 O z O z J J o aQ o - W L- r a 0 W a Q N U N i- SHEET CiiiiiiiiiiiiiiiiiUT1 SHEET 4 OF 8 11 N W I V O 0 T ro 3 .o c 0- I OD co m V 0 Q OD M co Cl) n 0 V w IL Zen o w U i i X Lo � n N W m F c CO O LL O V I I 0->. w C- 0 INI INI a? FN- L V Q N O O oLU N I c 00 c N F 5 v N C = I- zS Q OG 0 3 w �a F v Na a` w p z= N Z J p S wLL ^� O V N O W N _Y. Q �I�w 2 cc Z v/ h Q IM 0 on a on �� V W V i T1 r- ' 9"v` Litt O O O o 01 o 'o��3LS ao mi5 O U O ~ j—I[Y� V)cC3 OUP N L I L v O �D bA E cn v) M O c�3 d- � O N M CO n O N o 0 0 o \ m y 2 m a w w 3 J f— _O U W _ LL 0Zo DO O 00 J 00� W 0 U V) _ z Q9C) — U W CL O o H 00 V) z 0 Nw L.L W H Q O Z O ao z z ca z 14 CL °z0 Ouj 0 w 2 H W 5 zz a to C' Q� V e cn SHEET C-ES1 SHEET 5 OF 8 C 0 ,n 0 E T m -1 51 v M 0 N 0 M r\ 0 IL N N w i V 0 5 0 J Q0 3 c m a CN w co M i a Q i m m m N s 0 u 1. SET POSTS & EXCAVATE A 6"x6" 2• STAPLE GEOTEXTILE TO POSTS. TRENCH UPGRADIENT OF POSTS. 24' OR DRIVE WIDTH WHICHEVER IS GREATER ANGLE POSTS 5' UPGRADIENT� OST GEOTEXTILE 6" THICK LAYER OF RIP RAP CONSISTING OF SOUND, TOUGH, 95' 12„ DURABLE AND ANGULAR ROCK, --� PLACED OVER GEOTEXTILE. MAXIMUM _ ;I.ali._f `--� 'I`" C> G 0 RIPRAP SIZE TO BE 4 INCHES AND I I-1 I F,) C, .. 0 ..} NOT MORE THAN 10% LESS THAN 2 _... O G G NOTES: 3. EXTEND GEOTEXTILE INTO TRENCH. 4. BACKFILL TRENCH AND o l) �} (} �T` 0 C) 1. INSPECT CONSTRUCTION EXIT WEEKLY COMPACT EXCAVATED SOIL. U (_) G �_� �) (::) AND AFTER EVERY MAJOR STORM EVENT 2. WASH WATER IF USED SHALL BE 0 G G G G G DIRECTED TOWARDS A SEDIMENT SIZED 'i G G G FOR SITE CONDITIONS. G � (-) G0 3. STONE SHALL BE REMOVED REPLACED (.) J ( 00 U WHEN EXCESS LEVELS OF MUD ARE GEOTEXTILE� Ils4' !Vi vF COMPACTED BACKFILL 10- CG G -, G --- \ V1 L ........... SUBGRADE I I SILT FENCE N.T.S. CB GRA FILTER FABRIC -\ EARTH OR STONE ANCHOR PILE FILTER FABRIC CB TOP SUBGRADE I NOTE: REMOVE CB GRATE. PLACE FILTER FABRIC. REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC. ANCHOR WITH STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL N.T.S. NOTES: 1) CONTRACTOR SHALL LIMIT CONTRIBUTING AREA TO DIVERSION SWALES TO 1 ACRE OR LESS, AND SHALL BE INSTALLED AT GRADES OF 2% OR LESS. COMPACTED MATERIAL 3:1 SIDE SLOPES OR FLATTER STREET CONSTRUCTION ACCESS N.T.S. STONE CHECK DAM (IF TEMPORARY DIVERSION SWALE IS NECESSARY) N.T.S. 1. 1 JIVL JLVI LJ OR FLATTER TEMPORARY DIVERSION SWALE F N ECESSAR Y N.T.S. CURB -LESS INLET PROTECTION DETAIL N.T.S. CONSTRUCTION SEOUENCE (DETENTION BASIN): 1. INSTALL CONSTRUCTION EXIT AT DRIVEWAYS OR OTHER LOCATIONS AS SHOWN ON PLANS. MAINTAJN THE CONSTRUCTION ENTRANCE IN A CONDITION WHICH WILL PREVENT TRACKING AND WASHING OF SEDIMENT ONTO ABUTTING PAVED SURFACES. ADD STONE OR INCREASE THE LENGTH AS CONDITIONS DEMAND. 2. STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRUBBING. CONTRACTOR TO CONDUCT ALL CONSTRUCTION ACTIVITIES WITHIN LIMITS SHOWN ON PLAN. 3. CONSTRUCT TEMPORARY SETTLING OR SILTATION BASINS, SEDIMENT TRAPS AND OTHER BEST MANAGEMENT PRACTICES AS SHOWN ON THE PLANS, 4. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE. POSSIBLE STOCKPILE LOCATIONS ARE SHOWN ON THE SITE PLANS. HOWEVER, LOCATIONS SHALL BE DETERMINED BY CONTRACTOR WITH APPROVAL BY THE ENGINEER & LOCAL AUTHORITY HAVING JURISDICTION. RING SOIL STOCKPILES WITH A ROW OF SILT FENCE. ESTABLISH VEGETATION ON ALL DISTURBED SOIL THAT WILL REMAIN EXPOSED FOR LONGER THAN 30 DAYS. REFER TO LANDSCAPE PLANS FOR TEMPORARY SEEDING REQUIREMENTS. 5. CREATE TEMPORARY DIVERSION SWALES AS REQUIRED. 6. ANY DEWATERING ACTIVITIES SHALL BE PUMPED TO TEMPORARY SILTATION BASINS AT THE TOP OF THE SLOPE. PUMPED DISCHARGE MUST UTILIZE SILT -SAC OR APPROVED EQUAL. MONITOR TO ENSURE DISCHARGE FROM BASIN IS NOT CAUSING EROSION DOWNSTREAM. 7. INSTALL STORM DRAINAGE SYSTEM. PROTECT CATCHBASINS AND CULVERT INLETS/OUTLETS WITH HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS. 8. INSTALL PAVEMENT, SIDEWALKS, CURBING, TOPSOIL, GRASS SEED, AND MULCH. 9. MINOR ADJUSTMENTS TO THE EXCAVATION LIMITS MAY BE WARRANTED WITH APPROVAL OF LOCAL AUTHORITY HAVING JURISDICTION TO ALLOW FOR PRESERVATION OF EXISTING VEGETATION. 10. ALL EROSION CONTROL DEVICES SHALL REMAIN FUNCTIONAL AND IN PLACE THROUGHOUT THE CONSTRUCTION EFFORT UNTIL THE SITE IS FULLY STABILIZED WITH VEGETATION. STORM DRAINAGE SYSTEM MAINTENANCE AND OPERATION: THE FOLLOWING MAINTENANCE SHALL BE REQUIRED TO ENSURE EFFICIENT OPERATION OF THE STORM DRAINAGE SYSTEM, DETENTION BASIN, AND/OR UNDERGROUND BASINS. THE MAINTENANCE SCHEDULE IS INTENDED TO BE A GUIDE. AN INSPECTION OF ALL STORM DRAINAGE COMPONENTS IS REQUIRED FOLLOWING LARGE STORM EVENTS (0.5 INCHES OR GREATER) THAT COULD CAUSE THE DEPOSITION OF EXCESS DEBRIS. PAVEMENT SWEEPING: PAVEMENT AREAS SHALL BE SWEPT AT LEAST TWICE PER YEAR. ONCE IN THE SPRING SHORTLY AFTER THE END OF THE SNOW SEASON, AND IN THE FALL AFTER THE LEAVES HAVE FALLEN. DURING CONSTRUCTION KEEP PAVEMENT FREE OF SEDIMENTS TO REDUCE THE TRANSFER OF SEDIMENTS OFFSITE. UNDERGROUND STORMWATER STORAGE SYSTEM: THE UNDERGROUND STORMWATER STORAGE SYSTEM SHALL BE INSPECTED ANNUALLY. IF LESS THAN 3 INCHES OF BUILD UP IS OBSERVED, NO MAINTENANCE IS REQUIRED. IF MORE THAN 3 INCHES IS OBSERVED, THE SYSTEM OWNER MUST FOLLOW MAINTENANCE PROCEDURES SPECIFIED IN THE OPERATOR & MAINTENANCE MANUAL. WATER QUALITY UNIT: UNIT SHALL BE INSPECTED POST -CONSTRUCTION, PRIOR TO BEING PUT INTO SERVICE. INSPECT EERY SIX MONTHS FOR THE FIRST YEAR OF OPERATION TO DETERMINE THE OIL_ AND SEDIMENT ACCUMULATION RATE. IN SUBSEQUENT YEARS, INSPECTIONS CAN BE BASED ON FIRST -YEAR OBSERVATIONS OR LOCAL REQUIREMENTS. CLEANING IS RECOMMENDED ONCE THE SEDIMENT DEPTH REACHES 15% OF STORAGE CAPACITY, (GENERALLY TAKING ONE YEAR OR LONGER). REFER TO MANUFACTURING MAINTENANCE REQUIREMENTS. EROSION & SEDIMENTATION CONTROL MAINTENANCE AND INSPECTION PROGRAM WEEKLY CONSTRUCTION REPORTS): PER RECOMMENDATIONS MADE IN THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL PLAN, THE CONTRACTOR SHALL MAINTAIN WEEKLY REPORTS ON THE CONDITION OF ALL EROSION CONTROL MEASURES AND MAKE THEM AVAILABLE UPON REQUEST OF OWNER, LOCAL_ AUTHORITY HAVING JURISDICTION, OR ENGINEER. IN THE EVENT OF A MAJOR RAINSTORM, (0.5 INCHES OR GRATER) REPORTS SHALL BE PREPARED WITHIN 24 HOURS OF SAID EVENT. EROSION & SEDIMENTATION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, ALL EROSION CONTROL DEVICES SHALL BE INSTALLED IN CONFORMANCE WITH THESE PLANS. 2. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE LOCAL AUTHORITY HAVING JURISDICTION. 3. CONSTRUCTION ACCESS SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE SHALL BE ADDED OR REPLACED AS REQUIRED. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADJACENT ROADWAYS, (BOTH PUBLIC & COMPLETED PORTIONS OF THE PROJECT) FREE FROM ACCUMULATED DUST AND DIRT. STREETS SHALL BE SWEPT CLEAN AT ALL TIMES. 5. AREAS WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED OR WHEN FINAL GRADES ARE REACHED IN ANY PORTION OF THE SITE, SHALL BE STABILIZATION WITH FINAL VEGETATION WITHIN 7 DAYS. AREAS TO BE LEFT BARE FOR MORE THAN 30 DAYS SHALL BE TREATED WITH AIR DRIED WOOD /`HID All II ru /_ CYDS 1000 S F / OR SEEDED WITH I EPEA.....L RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION TAKES PLACE. WINTER STABILIZATION SHALL INCLUDE MULCH/STRAW OR HAY APPLIED AT THE SAME RATE WITH A TACKIFIER PER RECOMMENDATIONS MADE IN THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. 6. ALL DISTURBED SLOPES EXCEEDING A 3:1 SLOPE SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING APPLICATION RATES: MULCH: RATE: STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 7. CONTRACTOR SHALL CLEAN CATCHBASIN SUMPS, DIVERSION SWALES, & TEMPORARY SETTLING SUMPS AS REQUIRED DURING CONSTRUCTION. 8. DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL MANAGE STORMWATER RUNOFF SO THAT NO DIRECT DISCHARGE OF RUNOFF THAT CONTAINS SUSPENDED PARTICLES, FLOWS INTO RECEIVING WATERS. RUNOFF SHALL BE DIRECTED INTO TEMPORARY SEDIMENT SUMPS AND TREATED. 9. AT NO TIME DURING THE CONSTRUCTION EFFORT SHALL THERE BE ANY OPEN AND DISTURBED AREA GREATER THAN 5 ACRES WITHOUT SILT FENCE PERIMETER OF SET AREA. 10. AFTER ALL SITE WORK IS COMPLETED, INCLUDING THE SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STORM DRAINAGE STRUCTURES AND CULVERTS. 11. AT ALL TIMES DURING THE CONSTRUCTION EFFORT, THE CONTRACTOR SHALL HAVE AVAILABLE THE APPROPRIATE EQUIPMENT FOR WATER APPLICATION FOR THE PURPOSES OF ALLAYING DUST. APPLY WATER, SUITABLE MATERIALS, OR COVERS TO MATERIAL STOCKPILES AND OTHER SURFACES THAT CAN GIVE RISE TO AIRBORNE PARTICULATE MATTER. COVER, WHILE IN MOTION, OPEN -BODIED TRUCKS OR OPEN -BODIED TRAILERS. MINIMIZE THE VOLUME OF WATER SPRAYED FOR CONTROLLING DUST AS TO PREVENT THE RUNOFF OF WATER. NO DISCHARGE OF DUST CONTROL WATER SHALL CONTAIN OR CAUSE A VISIBLE OIL SHEEN, FLOATING SOLIDS, VISIBLE DISCOLORATION, OR FOAMING IN THE RECEIVING STREAM. 12. THE DEVELOPER SHALL ENSURE THAT CONSTRUCTION ACTIVITIES COMPLY WITH THE NOISE ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. 13. THE CONTRACTOR SHALL EXCAVATE A PIT TO BE DESIGNATED AS A WASHOUT AREA FOR CONCRETE, PAINT, AND OTHER MATERIALS. THIS AREA SHALL BE CLEARLY FLAGGED AND CONSTRUCTED TO BE ENTIRELY SELF-CONTAINED. THIS AREA SHALL BE OUTSIDE OF ANY BUFFERS AND AT LEAST 50 FEET FROM ANY STREAM, WETLAND, OR OTHER SENSITIVE SOURCE. DUMPING OF LIQUID WASTES IN STORM SEWERS IS PROHIBITED. THE WASHOUT AREA SHALL BE INSPECTED AT LEAST ONCE A WEEK TO ENSURE STRUCTURAL INTEGRITY, ADEQUATE HOLDING CAPACITY, AND TO CHECK FOR LEAKS AND OVERFLOWS. ACCUMULATED DEBRIS SHOULD BE REMOVED ONCE THE WASHOUT AREA REACHES HALF WAY FULL OR IS DEEMED NECESSARY TO AVOID OVERFLOWS. REMOVE AND DISPOSE OF HARDENED CONCRETE WASTE CONSISTENT WITH PRACTICES DEVELOPED FOR THE WASTE DISPOSAL. 14. THE CONTRACTOR SHALL DESIGNATE A WASTE DISPOSAL AREA FOR TEMPORARY STORAGE OF MATERIALS TO BE REMOVED FROM THE SITE. THE DESIGNATED WASTE AREA SHALL BE SELECTED AS TO MINIMIZE TRUCK TRAVEL THROUGH THE SITE. THE AREA WILL NOT DRAIN DIRECTLY TO ADJACENT WETLANDS. PICKUPS SHALL BE SCHEDULED REGULARLY TO PREVENT THE CONTAINERS FROM OVERFILLING. SPILLS SHALL BE CLEANED UP IMMEDIATELY. DEFECTIVE CONTAINERS THAT MAY CAUSE LEAKS OR SPILLS WILL BE IDENTIFIED THROUGH REGULAR INSPECTION. ANY FOUND TO BE DEFECTIVE WILL BE REPAIRED OR REPLACED IMMEDIATELY. ANY STOCKPILING OF MATERIALS SHOULD BE CONFINED TO THE DESIGNATED AREA AS DEFINED BY THE CONTRACTOR. 15. ALL CHEMICAL AND PETROLEUM PRODUCT CONTAINERS STORED ON THE SITE (EXCLUDING THOSE CONTAINED WITHIN VEHICLES AND EQUIPMENT) SHALL BE PROVIDED WITH IMPERMEABLE CONTAINMENT UJII'LI %HILL HO r1 AT ICAST 110w OF THE W1ILAIC nC TUC I AD/`_CCT !`l1AITAINCD no 1(1M rw THC rrrl %\Irl /yILL I Il/LV In LL.l1J I 1 I V/O VI II IL vVLVIVIL VI 11 IL Lnl\VLJ 1 VVIv Inn\LI , -"0'-'* ,\ I V/• V, I, IL TOTAL VOLUME OF ALL CONTAINERS IN THE AREA, WHICHEVER IS LARGER, WITHOUT OVERFLOW FROM THE CONTAINMENT AREA. ALL CHEMICALS AND THEIR CONTAINERS SHALL BE STORED UNDER A ROOFED AREA EXCEPT FOR THOSE CHEMICALS STORED IN CONTAINERS OF 100 GALLON CAPACITY OR MORE, IN WHICH CASE A ROOF IS NOT REQUIRED. DOUBLE -WALLED TANKS SATISFY THIS REQUIREMENT. 16. CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 17.IF REQUIRED, AN APPROVED EROSION CONTROL BOND SHALL BE PREPARED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 18. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. ESTIMATED CONSTRUCTION START DATE - SUMMER 2020 ESTIMATED COMPLETION DATE - FALL 2020 CONSTRUCTION DUST CONTROL NOTES • IDENTIFY AND ADDRESS SOURCES OF DUST GENERATED BY CONSTRUCTION ACTIVITIES. LIMIT CONSTRUCTION TRAFFIC TO PREDETERMINED ROUTES. PAVED SURFACES REQUIRE MECHANICAL SWEEPERS TO REMOVE SOIL THAT HAS BEEN DEPOSITED OR TRACKED ONTO THE PAVEMENT. ON UNPAVED TRAVELWAYS AND TEMPORARY HAUL ROADS, USE ROAD CONSTRUCTION STABILIZATION MEASURES AND/OR WATER AS NEEDED TO KEEP SURFACE DAMP. STATIONARY SOURCES OF DUST, SUCH AS ROCK CRUSHERS, USE FINE WATER SPRAYS TO CONTROL DUST. IF WATER IS EXPECTED TO BE NEEDED FOR DUST CONTROL, IDENTIFY THE SOURCE OF WATER IN ADVANCE. PUMPING FROM STREAMS, POND AND SIMILAR WATERBODIES MAY REQUIRE APPROVAL FROM THE MUNICIPAL INLAND WETLAND AGENCY. • IDENTIFY AND ADDRESS SOURCES OF WIND GENERATED DUST. PROVIDE SPECIAL CONSIDERATION TO HILL TOPS AND LONG REACHES OF OPEN GROUND WHERE SLOPES MAY BE EXPOSED TO HIGH WINDS. CONSIDER BREAKING UP LONG REACHES WITH TEMPORARY WINDBREAKS CONSTRUCTED FROM BRUSH PILES, GEOTEXTILE SILT FENCES OR HAY BALES. PLAN ON STABILIZING SLOPES EARLY. MULCH FOR SEED WILL REQUIRE ANCHORING WHEN USED. • CONSIDER WATER QUALITY WHEN SELECTING THE METHOD AND/OR MATERIALS USED FOR DUST CONTROL. WTHEN CONSIDERING THE USE OF CALCIUM CHLORIDE, BE AWARE OF THE FOLLOWING' THE RECEIVING SOIL'S PERMEABILITY SO AS TO PREVENT GROUNDWATER CONTAMINATION; THE TIMING OF THE APPLICATION TO RAINFALL TO PREVENT WASHING OF SALTS INTO SENSITIVE AREAS SUCH AS WETLANDS AND WATERCOURSES; AND PROXIMITY TO SENSITIVE AREAS SUCH AS WATERCOURSES, PONDS, ESTABLISHED OR SOON TO BE ESTABLISHED AREA OF PLANTINGS, WHERE SALTS COULD IMPAIR OR DESTROY PLANT AND ANIMAL LIFE. ADDITIONALLY, SOME MATERIALS USED FOR DUST CONTROL MAY BE RENDERED INEFFECTIVE BY DEGRADED WATER QUALITY IF IT IS USED FOR MIXING. • CONSIDER USING DUST CONTROL MEASURES ONLY AFTER IT IS DETERMINED THAT OTHER MEASURES FOR SOIL STABILIZATION CANNOT BE PRACTICALLY APPLIED. • USE MECHANICAL SWEEPING ON PAVED AREAS WHERE DUST AND FINE MATERIALS ACCUMULATE AS A RESULT OF TRUCK TRAFFIC, PAVEMENT SAW CUTTING SPILLAGE, AND WIND OR WATER DEPOSITION FROM ADJACENT DISTURBED AREAS. SWEEP DAILY IN HEAVILY TRAFFICKED AREAS. • PERIODICALLY MOISTEN EXPOSED SOIL SURFACES ON UNPAVED TRAVELWAYS TO KEEP THE TRAVELWAY DAMP. • NON -ASPHALTIC SOIL TACKFIER CONSISTS OF AN EMULSIFIED LIQUID SOIL STABILIZER OF ORGANIC, INORGANIC OR MINERAL ORIGIN, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: MODIFIED RESINS, CALCIUM CHLORIDE, COMPLEX SURFACTANT, COPOLYMERS OR HIGH GRADE LATEX ACRYLICS. THE SOLUTIONS SHALL BE NONASPHALTIC, NONTOXIC TO HUMAN, ANIMAL AND PLANT LIFE, NONCORROSIVE AND NONFLAMMABLE. MATERIALS USED SHALL MEET LOCAL, STATE AND FEDERAL GUIDELINES FOR INTENDED USE. ALL MATERIALS ARE TO BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND ALL SAFETY GUIDELINES SHALL BE FOLLOWED IN STORING, HANDLING AND APPLYING MATERIALS. • REPEAT APPLICATION OF DUST CONTROL MEASURES WHEN FUGITIVE DUST BECOMES EVIDENT. PROJECT CONTACT INFO: PROGRESSIVE SHEETMETAL, LLC c/o KEITH BEAULIEU [860-436-9884] PROPERTY OWNERS: MASCOLO ROAD REALTY, LLC 36 MASCOLO ROAD SOUTH WINDSOR, CT 06074 APPLICANT: PROGRESSIVE SHEETMETAL, LLC 36 MASCOLO ROAD SOUTH WINDSOR, CT 06074 860-436-9884 C, L0 v ti 0 0 v m m N J 0 M 0 0 M 0 0 0 J on FD m 0 00 00 (M U 0 Q 00 m m N 0 i U CONSTRUCTION NOTES: 1. At least two full business days prior to starting any site activity or demolition, the contractor shall contact the applicable state utility location service by dialing 811 or submitting an online ticket request. The utilities shall be marked in all areas of proposed disturbance. 2. It is the contractor's responsibility to review all construction contract documents associated with the project scope of work, including, but not limited to, all drawings and specifications, architectural plans, boundary and topographic survey, wetlands assessment and reports, geotechnical reports, environmental reports, and approval conditions, prior to the commencement of construction. Should the contractor find conflict and/or discrepancy between the documents relative to the plans, specifications, reports, or the relative or applicable codes, regulations, laws, rules, statutes and/or ordinances, it is the contractor's sole responsibility to notify the Engineer, in writing, of said conflict and/or discrepancy prior to the start of construction. 3. The contractor shall be 'responsible for adhering to any conditions of approval placed on the project by the authorities having jurisdiction. 4. The contractor must comply, to the fullest extent, with the latest Occupational Safety and Health (OSHA) standards and regulations, and/or any other agency with jurisdiction for construction activities. The contractor is solely responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with work on the Project. The Engineer will not be responsible for the contractor's safety, schedules, or failure to carry out its work in accordance with the contract documents. The Engineer will not have control over or charge of acts or omissions of the contractor, subcontractors, or their agents or employees, or of any persons performing portions of work on the Project. 5. Contractor must notify the Engineer in writing if there are any questions concerning the accuracy or intent of these plans or related specifications. If such notification is given, no demolition or site activity may begin until such time that the Engineer provides a written response to some. 6. Contractor shall adhere to and is responsible for compliance with all details, notes, plans and specifications contained herein. It is the responsibility of the contractor to ensure that all work performed by their subcontractors is in full compliance with these requirements. 7. The contractor shall confirm that they are in receipt of the current version of the referenced documents prior to the commencement of any work. 8. Prior to commencing work, the contractor sha!I review and correlate all consultants plans and specifications including the entire site plan and the latest architectural plans (including, but not limited to, structural, mechanical, electrical, plumbing, and fire suppression plans, where applicable), in particular for building utility connection locations, grease trap requirements/ details, door access, and exterior grading. Contractor must immediately notify the Architect and the Engineer, in writing, of any conflicts, discrepancies or ambiguities which exist, and receive a written resolution prior to cormencing construction. 9. Prior to commencing work, contractor is required to secure all necessary and/or required permits and approvals for the construction of the project, including, but not limited to, demolition work, and all off site material sources and disposal facilities. Copies of all permits and approvals shall be maintained on site throughout the duration of the project. The contractor shall thoroughly review and understand all permits and permit conditions prior to fabrication of any materials or products to be Used as part of the project. 10. The contractor is responsible for independently verifying all existing onsite utilities within and adjacent to the limits of the project activities. Underground utility, structure and facility locations depicted and noted on the plans have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parol testimony, and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to the Engineer. 11. The contractor is responsible for ensuring the installation of all improvements comply with all requirements of utility companies with jurisdiction and/or control of the site. 12. Locations of all existing and proposed services are approximate. Final utility service sizes and locations, including, but not limited to, the relocation and/or installation of utility poles, or the relocation and/or installation of transformers, are at the sole discretion of the respective utility companies. 13. Prior to commencement of any work, the contractor shall independently coordinate and confirm with the appropriate utility companies to finalize all utility services and/or relocations to ensure no conflict with the design plans and that proper depths can be achieved. All discrepancies must immediately be reported to the Engineer in writing. Should a conflict arise due to the final designs of the utility company, the contractor shall notify the Engineer in writing and await a written resolution prior to proceeding with further utility installations. 14. Prior to commencing construction, the contractor shall field verify all existing conditions, topographic information, utility invert elevations, and proposed layout dimensions, and must immediately notify the Engineer in writing if actual site conditions differ or are in conflict with the proposed work. No extra compensation will be paid to the contractor for work which has to be redone or repaired due to dimensions or grades shown incorrectly on these plans unless the contractor receives written permission from Owner/developer giving authorization to proceed with such additional work. 15. Where utilities are proposed to cross/traverse existing underground utilities, the elevations of the existing utilities shall be verified in the field prior to construction by excavating a test pit at the proposed utility crossing point. Should the field verified existing utility be in conflict with the proposed site designs, the contractor shall notify the Engineer in writing and shall not proceed with said utility construction until further direction is given from the Engineer. 16. At least 72 hours prior to starting any site activity or demolition, the contractor shall notify, at a minimum, the building official, municipal engineer, department of public works, planning and zoning commission, the Engineer, and local inland wetland commission, as applicable. The contractor shall also attend a pre -construction meeting with the local municipality, if required, prior to commencing any site activity or demolition. 17. Prior to starting any site activity or demolition, the contractor shall implement the soil erosion and sediment control measures as noted on the plans. Refer to the Erosion and Sedimentation Control Notes. 18. No work, including but not limited to tree clearing, beyond the limits of disturbance shown shown on the approved plans shall be completed without approval. No trees and/or vegetation outside the limits shown on the drawings shall be removed. Any items desired to be removed outside the limits shown must be approved in writing by the engineer and the local authorities having jurisdiction. All equipment and construction activities must be confined to the property, right-of-way, and designated work space. 19. The demolition plan or existing features designated to be removed are intended to provide only general information regarding items to be demolished and/or removed. The contractor shall review all site plans (and architectural drawings as applicable) to assure that all demolition activities and incidental work necessary for the construction of the new site improvements are completed. 20. The contractor shall protect and maintain the operation and service of all active utilities and systems that are not being removed during ail construction activities. Should a temporary interruption of utility services be required as part of the proposed construction activities, the contractor shall coordinate with appropriate utility companies and the affected end users to minimize impact and service interruption. 21. The contractor shall arrange for and coordinate with the appropriate utility companies for all services that require temporary or permanent termination for the project, whether shown on the site plans or not. Termination of utilities shall be performed in compliance with all local, state and/or federal regulations. 22. Contractor must prepare record drawings depicting the location of existing utilities that are capped, abandoned in place, or relocated and provide to the Owner and the Engineer of record. 23. Should hazardous material be discovered/encountered, which was not anticipated/addressed in the project plans and specifications, cease all work immediately and notify Owner and Engineer regarding the discovery of some. Do not continue work in the area until written instructions are received from an environmental professional. r 24. The contractor is responsible for preventing movement, settlement damage, o collapse of existing structures, and any other improvements that are to remain.. If any existing structures that are to remain are damaged during construction, repairs shall be made using new product/materials resulting in a pre -damage condition, or better. Contractor is responsible for all repair costs. Contractor shall document all existing damage and to notify the Owner prior to the start of construction. 25. The use of explosives, if required, must comply with all local, state and federal regulations. The contractor shall obtain all permits that are required by the federal, state and local governments, and shall also responsible for all notification, inspection, monitoring or testing as may be required. 26. All debris from removal operations must be removed from the site at the time of excavation. Stockpiling of demolition debris will not be permitted. Debris shall not be burned or buried on site. All demolition materials to be disposed of, including, but not limited to, stumps, limbs, and brush, shall be done in accordance with all municipal, county, state, and federal laws and applicable codes. The contractor must maintain records of all disposal activities. 27. The contractor is responsible for repairing all damage to any existing utilities during construction, at its own expense. 28. All property monumentation shall be protected during construction. It is the contractor's sole responsibility to protect all property monumentation. If monumentation is disturbed, it is the contractor's reponsibility to have a licensed land surveyor in the State of Connecticut replace the monumentation to town or state standards. 29. All new utilities/services, including electric, telephone, cable tv, etc. are to be installed underground unless noted otherwise on the plans. The Contractor shall be responsible for installing all new utilities/services in accordance with the utility/service provider's written installation specifications and standards. 30. All earthwork activities must be performed in accordance with these plans and specifications and the recommendations set forth in the geotechnical report compieted for this project. In the absence of a geotechnical report, all earthwork activities must comply with the standard state Department of Transportation (DOT) specifications (latest edition) and any amendments or revisions thereto. All earthwork activities must comply all applicable requirements, rules, statutes, laws, ordinances and codes for the jurisdictions where the work is being performed. 31. The contractor is responsible for removing and replacing unsuitable materials with suitable materials. All excavated or filled areas must be properly compacted. Moisture content at time of placement must be submitted in a compaction report prepared by a qualified geotechnical engineer, licensed in the state where the work is performed, verifying that all filled areas and subgrade areas within the building pad area and areas to be paved have been compacted in accordance with these plans, specifications and the recommendations. Subbase material for building pads, sidewalks, curb, or asphalt must be free of organics and other unsuitable materials. Should subbase be deemed unsuitable by Owner/developer or Owner/developer's representative, subbase is to be removed and filled with suitable material and properly compacted at the contractor's expense. All fill, compaction, and backfill materials required for utility installation must be coordinated with the applicable utility company specifications. The Engineer shall have no liability or responsibility for or as related to fill, compaction, backfill, or the balancing of earthwork. 32. Pavement must be saw cut into straight lines and must extend to the full depth of the existing pavement, except for edge of butt joints. 33. The tops of existing manholes, inlet structures, and sanitary cleanout tops must be adjusted as necessary, to match proposed grades. 34. Where retaining walls (whether or not they meet the jurisdictional definition) are identified on plans, elevations identified herein are for the exposed portion of the wall. Wall footing/foundation elevations are not identified herein and are to be set/determined by the contractor based on final structural design shop drawings prepared by an appropriate professional licensed in the state where the construction occurs. 35. Unless indicated otherwise or required by the authority having jurisdiction, all pipes shall be as foliows: Reinforced Concrete pipe (RCP) shall meet the requirements of AASHiO M 170 Class IV with silt tight joints. High -Density Polyethylene pipe (IiDPE) shall conform to AASHTO M 294, Type S (smooth interior with angular corrugations) with gaskets for silt tight Joints. Polyvinyl chloride (PVC) pipe for roof drain connections shall be SDR 35 gasket pipe. Polyvinyl Chloride (PVC) pipe for sanitary sewer pipe shall be SDR 35 gasket pipe. 36. Storm sewer pipe lengths indicated are approximate and measured to the inside of inlet and/or manhole structure. Sanitary sewer pipe lengths indicated are approximate and measured to center of inlet and/or manhole structure to center of structure. 37. Stormwater roof drain locations are approximate and are based on preliminary architectural plans. Contractor is responsible for reviewing and coordinating the final architectural plans to verify final locations and sizes of all roof drains. 38. Sewers crossing streams and/or location within 10 feet of the stream embankment, or where site conditions so indicate, must be constructed of steel, reinforced concrete, ductile iron or other suitable material. Sewers conveying sanitary flow, combined sanitary and stormwater flow or industrial flow must be separated from water mains by a distance of at least 10 feet horizontally. If such lateral separations are not possible, the pipes must be in separate trenches with the sewer at least 18 inches below the bottom of the water main, or such other separation as approved by the agency with jurisdiction over some. Where appropriate separation from a water main is not possible, the sewer must be encased in concrete, or constructed of ductile iron pipe using mechanical or slip-on joints for a distance of at least 10 feet on either side of the crossing. In addition, one full length of sewer pipe should be located so both joints will be as for from the water line as possible. Where a water main crosses under a sewer, adequate structural support for the sewer must be provided. 39. Contractor's price for water service must include all fees, costs and appurtenances required by the utility to provide full and complete working service. 40. Contractor must contact the applicable water company to confirm the proper water meter and vault, prior to commencing construction. Water main and water service piping shall be installed in accordance with the requirements and specifications of the water authority having jurisdiction. In the absence of such SpcaificatioiiS, Water iinuh, piping ii,u.`it du__ hoi, (D!P) iiuiinnum Cass 54. All work and materials must comply with the applicable American Water Works Association (AWWA) standards in effect at the time of the service application. 41. The contractor shall ensure that all work located in existing pavement be repaired in accordance with municipal, county and/or DOT details as applicable. Contractor is responsible to coordinate the permitting, inspection and approval of completed work with the agency having jurisdiction over the proposed work. 42. Where sump pumps are installed, all discharges must be connected to the storm sewer or discharged to an approved location. 43. For single and multi -family residential projects, spot elevation(s) adjacent to the buildings are schematic for non-specific building footprints. Grades must be adjusted based on final architectural plans and shall provide a minimum of six (6) inches below top of foundation/concrete and/or six (6) inches below the fagade treatment, whichever is lower, and must provide positive drainage away from the structure (minimum of 2%). All areas shall be. graded to preclude ponding adjacent to buildings, and on or adjacent to walks/driveways leading to the buildings. All construction, including grading, must comply with all applicable building codes, local, state and federal requirements, regulations and ordinances. 44. Contractor shall maintain and control traffic on and offsite in conformance with the current Federal Highway Administration (FHWA) "Manual on Uniform Traffic Control Devices" (MUTCD), and the federal, state, and local regulations for ail aspects of demolition and site work. If a Maintenance of Traffic Plan is required for work that affects public travel either on or offsite, the contractor shall be responsible for the cost and implementation of said plan. n onsite and offsite si na e and pavement markings 45. All temporary and permanent o s to a g g p g shall conform to MUTCD, ADA, state DOT, and/or local approval requirements. 46. Contractor shall prevent the emission of dust, sediment, and debris from the site, and shall be responsible for corrective measures such as street sweeping, and clean-up work as deemed necessary by the Engineer orthe authority having jurisdiction. 47. All concrete must be air entrained with a minimum compressive strength of 4,000 psi at 28 days unless otherwise specified on the plans, details and/or geotechnical report. 48. The Engineer will review contractor submittals which the contractor is required to submit, but only for the sole purpose of checking for general conformance with the intent of the design and contract documents. The Engineer is not responsible for any deviations from the construction documents unless contractor received explicit direction to do so, in writing, from the Engineer. The contractor remains responsible for details and accuracy, for confirming and correlating all quantities and dimensions, and for techniques of assembly and/or fabrication processes. 49. All dimensions are to face of curb, edge of pavement, or edge of building, unless noted others+rise. 50. The contractor shall install and/or construct all aspects of the project in strict compliance with and accordance with manufacturer's written installation standards, recommendations and specifications. 51. All pumped discharge must utilize silt -sac or approved equal. Monitor to ensure dewatering activities do not cause erosion downstream. Stabilize area utilizing winter stabilization if appropriate for season of construction. Dewatering activities shall be completed in accordance with the 2002 CT Guidelines for Soil Erosion and Sediment Control. AMERICANS WITH DISABILITY ACT NOTES TO CONTRACTOR: The contractor shall review the proposed construction with the local building official prior to the start of construction. Contractors shall be precise in the construction of Americans with Disabilities Act (ADA) accessible parking, components, and accessible routes for the project. These components shall comply with all applicable state and local accessibility laws and regulations and the current ADA regulations and construction standards. These components include, but are not limited to the following: • Parking spaces and parking aisles shall not exceed a 1:50 (nominally 2.0%) slope in any direction. • Accessible routes shall be a minimum of 36" wide (unobstructed). Handrails and car overhangs may not obstruct these areas. Longitudinal slopes (direction of travel) shall not exceed 1:20 (5.0%) and shall have a cross s!ope no greater than 1:50 (2.0%). • Accessible routes exceeding 1:20 (5.0%) shall be considered a "ramp". Maximum slopes of a ramp shall be 1:12 (8.3%) in the direction of travel, and a cross slope of 1:50 (2.0%). Ramps shall have maximum rise of thirty (30) inches, shall be equipped witn hand rails on both sides, and landings at the top and bottom of the ramp. Landings shall not exceed 1:50 (2.0%) in any direction and have positive drainage away from the landing. • A landing shall be provided at the exterior of all doors and at each end of ramps. Landings shall not exceed 1:50 (2.0%) in any direction and have positive drainage away from the landing and/or building. The landing shall be no less than 60 inches long unless permitted otherwise per the ADA regulations. • Curb ramps- shall not exceed a 1:12 (8.3%) slope for a maximum length of six (6) feet or a maximum rise of six (6) inches. • The contractor shall verify all existing elevations shown on the plan in areas of existing doorways, accessible routes or other areas where re -construction is proposed. The contractor shall immediately notify the Owner and Engineer in writing if any of the proposed work intended to meet ADA requirements is incapable of doing so, or if there is any ambiguity regarding which design components are intended to meet ADA requirements. The contractor shall not commence the work in the affected area until receiving written resolution from Engineer. NOTES: 1. SIGNS SHALL BE 18 GAUGE FLAT SCREENED ALUMINUM. 2. FOR POST MOUNTING, REFER TO 'ACCESSIBLE PARKING SIGN POST' DETAIL. 3. FOR WALL MOUNTING, USE FOUR HOT -DIPPED GALVANIZED LAG BOLTS WITH EXPANSION SHIELD. WHITE TEXT AND SYMBOL - BLUE BACKGROUND- (L) a 12" _ I LI( � HANDICAPPED PARKING PERMIT 11 REQUIRED VIOLATORS WILL BE FINED MIN $150 (R) (P) NO ARROW VAN ACCESSIBLE RESERVED PARKING SIGNAGE N.T.S. VAN ACCESSIBLE "d- N SEE DETAIL 'ACCESSIBLE PARKING SIGNS' SEE DETAIL SHEET SI 6" DIAMETER STEEL PIPE FILLED W/ CONCRETE TO BE PAINTED W/ ONE COAT RED OXIDE PRIMER & TWO FINISH COATS (COLOR PER OWNER). /-1/2" EXPANSION JOINT FOUNDATION SEE DETAIL SHEET SI-1 PACTED SUBGRADE ACCESSIBLE PARKING SIGN POST N.T.S. 00 48" RESERVED PARKING SYMBOL N.T.S. WHITE SYMBOL & WHITE BORBER E KGROUND n SEE DETAIL 'RESERVED PARKING SIGNS' (TYPICAL) 4" WIDE WHITE PAINTED LINE (TYP.) NOTES: 1. ACCESSIBLE PARKING SPACES AND ADA PASSENGER LOADING AREAS SHALL BE GRADED WITH A MAXIMUM SLOPE OF 1:50 (2%) IN ALL DIRECTIONS. VAN ACCESSIBLE PARKING LAYOUT N.T.S. LEGEND EXISTING DESCRIPTION PROPOSED BORINGS TP BORING / TEST PIT LOCATION TP COMMUNICATION - ° - ° _ _ _ UNDERGROUND COMMUNICATION LINES C DOMESTIC WATER - - - WX - - - WX - WATER MAIN W - - WSX WATER SERVICE ws - - - FX - - - FX - FIRE SERVICE LINE F _ - NPW� NON -POTABLE WATER LINE NPW © © WATER VALVE / FIXTURES G Q N 0 FIRE HYDRANT 111k LIQUID FUEL - - LFx MAIN LIQUID FUEL LINE LF - - LFsx LIQUID FUEL SERVICE LFs LINE - - LFa LIQUID FUEL LINE, ABANDONED IRRIGATION - - - ix- - - ix- IRRIGATION LINES I LIGHTING / POLE / GROUND MOUNTED LIGHT * / NATURAL GAS - - - GX - - - GX - GAS MAIN G - - Gsx GAS SERVICE LINE Gs POWER ECx ELECTRICAL LINES, OVERHEAD Eo - - ELIX ELECTRICAL LINES, UNDERGROUND Eu UTILITY POLE PROPERTY - - PROPERTY LINE - - EASEMENT LINE 0 IRON PIPE 0 IRON ROD 0 MONUMENT ■ ROADS ^ GUARD RAIL • a EROSION CONTROL SILT FENCE SF SITE FEATURES 4" DOUBLE SOLID DSYL YELLOW LINE 4" SINGLE SOLID WHITE SSWL LINE BIT. CONC. LIP CURB BCLC PRECAST CONCRETE PCC CURB SANITARY SEWER - - - Sx - - - sx - SANITARY SEWER MAIN Siiiiiiiiiii - - - ssx - - - ssx - SANITARY SEWER SERVICE LINE ss O SANITARY SEWER%p MANHOLE STORM SEWER __ ._._......._ -- ----- -- __.-- -.___ .__.._ STORM DRAIN PIPE - - - RLx - - - RLx - ROOF LEADER RL - - - LID - - - LID - UNDERDRAIN - - - UD - - - LID - STORM DRAIN MANHOLE QD Q❑ CURB INLET 01 ® CATCH BASIN G YARD DRAIN Q TOPOGRAPHY -----95----- CONTOUR X 61.95 SPOT ELEVATION 95 OTHER RAMP I R , LANDSCAPE AREA LSA PROPERTY OWNERS: MASCOLO ROAD REALTY, LLC 36 MASCOLO ROAD SOUTH WINDSOR, CT 06074 APPLICANT: PROGRESSIVE SHEETMETAL, LLC 36 MASCOLO ROAD SOUTH WINDSOR, CT 06074 860-436-9884 w1`1 l­_LL E i0 o I I O O LO m LU Ui rc0 00 1 O D/ V I � I ° !• LLI W a-oNN (V >F v N LU Q Co� C y H V) cx _ z0 s 3 �Q O 3 \LU IX Q zz Z� z = w� O V N W _ a •� Z Fcc - Q a ar U �ss � = �0�_00 u G o t M5M �o > L h .6 Q 3 - � _ 3F E aV CN Z � h z -a C i­ a Y,. 0 U 0 -� O ILL U 00 5 CN L L N v O �O hA E cn M 0 co CO +.J O N 0 0 m Z I) co 0 co N M N, y m Z w = y m Z ¢ w 8 J = d a Cl) o o c Q' U m J I- O W � � Q U L� r ~ LU W - U L U.�zo 000 O� `LU200 / N _ Z ¢ 0, N � Q V N WJ�� �a 0 W o Or � Y. m V) z 0 V) w ry w O z ca n d Z� W J W c( J W � � W r Z SHEET C-Dl SHEET 7 OF 8 li •: i- , I N L m m J I M 0 0 a 6 U OD O 0 T J 3 m 0 m 00 cn Q / m 00 m /(1 O CU ro I.L BITUMINOUS CONCRETE CURB MIX, 12" FINISHED GRADE PER CONNDOT FORM 817, FINISHED GRADE COVER SECTION M.04 R=2" WEARING COURSE 1 6>, t7� 1 0 0 I 6" PVC. 48' /- PLACE CURB ON 100 0 0 00 S BINDER COURSE I o000 0 0 0 1 STANDARD WYE OR 45 DEGREE BEND ' TEE/WYE USE � 36" CONCRETE MANHOLE BOTTOM OF PAVEMENT SECTION / V GRAVEL BASE AND �'' =' OUTLET PIPE - 0 0 0 0 0 0 0 o PAVEMENT SEE DETAIL°. g ° • ° ° FRAME & COVER 9 BEDDING MATERIAL PER CONNDOT, 0 0 0 0 0 FORM 817, SECTION 10.01.02 �• V.,, o • o � `•�' ° OR APPROVED EQUAL DIRECTION OF FLOW 3/4" BROKEN TRAPROCK �I�, 1 r•' NOTE: BITUMINOUS CONCRETE CURBING SHALL BE INSTALLED ° ' •� 6" MIN. UNDER BEND t' �\ PER CONNDOT FORM 817 SECTION 8.15. ° RED WARNING TAPE NOTES: `-\' ,�' •;` '` ' _ --�---_y\�• ....".../ .. ---"INLET PIPE ' o " A� � '' 1. IF CLEANOUT IS LOCATED IN PAVEMENT OR SIDEWALK, PROVIDE STEEL FRAME AND � \�'.:;'....: `-...,.. ,...... > ;' ;... FIN ARRAY BITUMINOUS CONCRETE LIP CURB � g .. T� • NOTE: GRATE. SPECIFICATIONS TO BE APPROVED BY TOWN ENGINEER. •� _ _. (TYP 4 PLACES) N.T.S. ® •' � ' INSTALLATION OF ELECTRICAL SERVICES SHALL BE IN INTEGRATED -•"' INTERNAL WEIR o .0 q ACCORDANCE WITH APPLICABLE UTILITY COMPANY (� Q - 1..,� , , � '.•.�'�' , g: � ° REQUIREMENTS AND THE CONNECTICUT BUILDING CODE. ROOF LEADER f SANITARY CLEAN OUT o° o 0 0 0° 6 s ° °° °� 1.5" WEARING COURSE ° o ° ° N.T.S PLAN VIEW (CONNDOT 2004 FORM 816 M.04.01, °O° CLASS II BITUMINOUS CONCRETE) p ° oo 0,0004 m ° ° - ° o CONDUIT NTS 1.5" BINDER COURSE TF=62.89 (TYPE CL TOP) (CONNDOT 2004 FORM 816 M.04.01, CLASS I BITUMINOUS CONCRETE) ASPHALT INSTALLATION TURF INSTALLATION ELECTRIC TRENCH -- - T N.T.S. INTEGRATED -� ( INTERNAL WEIR .,• 8" PROCESSED AGGREGATE BASE (CONNDOT FORM 817 M05.01) COMPACTED SUBGRADE TROWEL ROUNDED CONCRETE (� i OUTLET INV=59.89TO -teerae tnttEF BITUMINOUS CONCRETE PAVEMENT BE W/ RED OXIDE PRIMER BOWL - ................ &INTED TWO 00 FI ISHNCO TS SECTION STANDARD DUTY EXPANSION JOINT (COLOR PER OWNER). DESIGN NOTES AGAINST CONCRETE N.T.S. SLOPE TO DRAIN 1. CONCRETE, 4000 P.S.I., 28 DAYS. � 2. WEIGHT 300 LBS. 3. REINFORCEMENT, FIN ARRAY (TYP 4 PLACES) (2) #4 R.R. BAR. 4. (2) 3/4" HOLES CAST IN FOR ANCHORING. /\ , #4 BARS @ 12" O.C. EACH WAY 8"-CLASS 'F' CONCRETE PER 9 3/4" TURF CONNDOT FORM 817, SECTION M.03 A ESTBLISHMENT > - - 95.00 SUMP 6" 6•,0" 0 M °D CONCRETE D > > n BASE SECTION VIEW A -A ' v �� A. 4 \\ \\ \\ \\ \\ \\��\. 7 NTS 4' ya• ' D bp. 4 p' 0 ° ° NOTE: � 2 3/4" -] P o A 00 1. PROPOSED WATER QUALITY UNIT SHALL BE ADS S3 BARRACUDA OR 6 L- 18" 1 APPROVED EQUAL. CONTACT DESIGN ENGINEER FOR MORE INFORMATION. 8" PROCESSED AGGREGATE BASE TYPICAL CROSS SECTION STRAIGHT SECTION NOTE: PER CONNDOT FORM 817, M.05.01 ADS S3 BARRACUDA CONCRETE BOLLARD SEE SHEET SITE PLANS FOR LAYOUT AND DIMENSIONS. N.T.S. PRECAST CONCRETE WHEEL STOP N.T.S. CONCRETE DUMPSTER PAD N.T.S. N .T.S. RECHARGER 330XLHD HEAVY DUTY CHAMBER IN SEPARATOR ROW CONFIGURATION CULTEC NO.410 NON -WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE RISER ASSEMBLY { 0, ' (") ,,.e,;•,. (33 231 3'- 1�" 959 (32) a (517) ,' (13) (nv.) - (275) 1' MINIMUM FILL WELDED TO PIPE (SEE RISER ASSEMBLY rrv)95%COMPACTED - f HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED TYPE I AND II j 2) 1 1•o„ p• 2'-83a"(83z) �- (3os) PAVEMENT OR 1-2 INCH WASHED, CRUSHED STONE 12.0' MAX. FINISHED GRADE 20'-0„ (6096) - (n5'> CROSS SECTION (np) SECTION B BURIAL DEPTH 10.0" MIN. FOR PAVED 112.0" MIN. FOR UNPAVED \ 17' TYPE "C-L" CATCH BASIN TOP VARIES (508 TO 660) VARIE REDUCER DIMENSIONS FOR TYPE "C-L" BASIN VARIES (gag} + (25} VARIES SPACER 2' MIN. TO 6' MAX. SHALL \�` ' ` � < ' S.0" MIN. � BE CMU OR PRECAST WITH REQUIRED [152 mm] � � � " REINFORCING RECOMMENDED -` ELEV =57.84 (AS \ y _ _ BY THE MANUFACTURER) 1//� \/PLAN ELEV =57.34 FUR Mt G--------�--- A .. � REDUCER {6"(152), 8"(203), 12"(305), 18" (457) 2 - #4 . • / w ( \/ 30:5" [775 mm] RISER ASSEMBLY 2 INSTALL D"I a A ^ 18" 457 CREDUCERASOWNADD 1(FOR ' • �IBLY - . ,.' ( } a >ME I � �\ SLOTTED DRAIN PIPE A RISER WELDED STOMPIPE ° . ADD'L #4 Lo AT MID -HEIGHT _----------------- ->.° ^----------------- ^'-----------------•� ' - - ELEV =54.80 / � CROSS SLOPE OF - PE OF SHOULDER CROSS SLOPE (SEE RISER ASSEMBLY TYPE I AND II) ----------------- -+ #4 [� TOP & BOTTOM 4 � ✓ �\ 6.0" [152 mm] MIN. - ELEV =54.30 \ \ �\ �\ \ \ \�% SHOULDER 3'_0" 4'-0" ° � ` \/�\ \ \\ \\ \ � �\ \`�\ \\ \j \ \\\ \ /i /�v?.• /�/, r //�jT\. /i. //,` /�./i /,t.. /i � i'/�e/✓. % • (914) OF RISER (1.219) RISER 24"(610), 30"(762), 36"(914),- ----------------- --. • ../i. ./,�/� ./� . ../� . . .�./i. . �//.�.': 580" 1473 [ mm] MIN . ° ° ° - ° A > 42"(1,06m), 48"(1.219m) n 12.0" [305 mm] MIN. 52.0" [1321 mm] ° CENTER TO CENTER CLASS " F" a • n FOR MINIMUM CIRCUMFERENTIAL c. -- c.y ^ (. STEEL SEE RISER SECTION_________-rr--- ' .---- MORTAR JOINTS 4" (102) MIN. f I L_�� ^ T ABOVE PIPE 2 - #4 AROUND ENTIRE LL_OP & BOTTOM (�L�❑� , (TYP.) KNOCKOUT (1 EACH FACE) (TYP.) tt =L- '_ lO t ' i CULTEC NO.4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL PROJECT ENGINEER OF RECORD IS RESPONSIBLE MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR F()R FMCI IRIMl-'THAT THE REQUIRED BEARING CAPACI•^' PROTECTION) """F SUB-D"E SOILS HAS BEEN MET CONCRETE ° D ' ° BOTTOM OF PAVEMENT / ' 4' ° <�• �" a ;- e , < : 'a • ° 19'-10" SLOTTED LENGTH n ; SEE NOTE 10 _ _ ( ❑ __ ;,� - �j �, (I CULTEC R-330XLH D (76- (6045) _� " - RISER 24"(610), 30"{762} 36"(914), ti `, it I=n-- w tn isSQUARE WITH (( f I �it � O_�ENING_ CHAMBER 24" 610 MIN. SUBBASE " SUBBASE ( ) 0 (305)OPFNT06m),48"(1,219m) MATERIAL BELOW QPFNTN(;S G ;! �. �1 tl A _ ^ --ti �� \ '{�- -^ �(� Ff1R 1J11Jt BUTYL RUBBER ^ ( =-c ti rI� V 2' (610j _ - ti [-.C°�-.. cam_..__ r N.T.S. 1-2 INCH WASHED, CRUSHED STONE SURROUNDING CHAMBERS GLn IA11 TKIM nG DTDC �i weTTnlU 1 YL11YL VI I1rL I �rr�A�iV.■ 'y TYPICAL PIPE SEGMENT JOINTS BELOW �• MINIMUM SUMP _ ��❑�' = c. TPIPE (TYP.) 4" (102) MIN. 7~ __ ---_-_-------_! __ -$ PAVEMENT OR FINISHED GRADE T , TOP & BOTTOM 1 n ( ----f7-=='=======------ INLET/OUTLET PIPE PER ENGINEER DESIGN. MIN. 95% COMPACTED FILL PIPE TO BE INSERTED 12.0" MIN. INTO CHAMBER 13�4" PROPERTY OWNERS: ( - I ( V 2-#4 [� ( I 2 HIDPE PIPE SIZE: CULTEC N0.410 NON -WOVEN GEOTEXTILE AROUND STONE. TOP AND 3,> 11 (44) 6" 6„ MASCOLO ROAD REALTY, LLC N SUMP UNIT I G d ' I a A 24" Pvc TRAFFIC RATED INSPECTION PORT SIDES ARE MANDATORY; BOTTOM PER lfi FILLET WELD AT EACH (5) I (152) (152) SOLID 36 MASCOLO ROAD - --__ _w--------------- _ I I I I. rry z ' �i •r (SEE DETAIL O) ENGINEER'S DESIGN PREFERENCE. WEB SPACER 51'16" (129) MIN. 1 1 (TYP.) {SOLID WEB I1 I I 3/. ' 11 SOUTH WINDSOR, CT 06074 ... 1 APPLICANT:SPACER} 4I-41(1.320m) (10n . I DEEP OR LESS AROUND tNI1Rt f Z - #4 LS EVENLY-� 5 -0 (1.524m) (FOR GREATER O.D. PE PIPE SIZE SPACED (BOTH DIRECTIONS AT OPENING. 5'-4 (1.62m) (10 (3.048m) 12.0'MAX. t, \/ ..a �� e :ru. ,x4,;.r, _ :.., s cy�.w �, s yr a);< *av �c ,/ BURIAL DEPTH / -, " x w NOTE: LL } � x \y (n - *� WELD FILLET I I I I I I (TYP.) 1 II 11 PROGRESSIVE SHEETMETAL, LLC'(3048m) 36 MASCOLO ROAD SOUTH WINDSOR, CT 06074 THAN 10' (3,048m), LESS THAN 20 DE-EP-UVIIESS) 860-436-9884 (6.096m)DEEP) / PROPOSED STORM PIPE 6-0" (1.82m) (FOR GREATER THAN 10' (FOR 20' (6,096m) DEPTH AND 3.048m LESS THAN 20' 6.04m DEEP �. /`; CHAMI3ER FOR GROUND � GREATER SEE NOTE 6)/� (FOR 20' (6,096m) DEPTH AND GREATER SEE NOTE 6) SECTION 1A � WATER RECHARGE AND \ WATER QUALITY SHALL BE CULTEC R-330XLHD OR SECTION A NOTE: REINFORCEMENT IN FAR FACE SECTION B \f�\f� ��\✓��\�\\�j\f�\✓��\\/\\\\ /\\�\��✓��\\\\�%/i\i\\/ APPROVED EQUAL. CONTACT - WALL NOT SHOWN FOR CLARITY DESIGN INFORENGINEER FOR 8.4"[z13mm] MIN• MOREINFORMATION. RISER ASSEMBLY SIDE VIEW OF RISER TYPE II PRECAST CONCRETE TYPE "C" & "C-L" CATCH BASIN TYPICAL CULTEC SEPARATOR ROW (UNDER 10' (3.04m) DEEP SHOWN) CULTEC NO.4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH TYPE II (VERTICAL SPACER PLATES) REFER TO CONNDOT STANDARD SHEET HW-0507-04 FOR ADDITIONAL NOTES, SECTIONS AND INSTALLATION REQUIREMENTS ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION) REFER TO CONNDOT STANDARD SHEET HW-507-08 FOR FRAME AND GRATE REQUIREMENTS ISOLATOR ROW REFER TO CONNDOT STANDARD SHEET HW-0651-021 FOR ADDITIONAL NOTES, SECTIONS AND INSTALLATION REQUIREMENTS N.T.S. W In a _c co >�N~ LL 0 E p 01 1 v v O In In -D cc u- O V 11 N !• 0- Q(N(V a) >N V) 0 w � 00m yH m ax _ z v O 3 \ul a N Q wo z Z J C w C)U to �� LL W C d z cm=z a Im -- -- 2 vc= gosoo a Y c o r- ; c[vT•1 4 G O U O J CO �. U 00 N O L N 0 "o bA E (A N M O M CO 0 m '- w co a M M p M G m 3 W 13 B a U m I- O W � � Q _U L� � Lu W W W �z� 0 00 0 0 O 0 J W �0L�r� Q Q � cn�� a -J _ saw O 0 w0. cc N r m z 0 LLJ O Z cn LQ r W SHEET C�D2 SHEET 8 OF 8 I_ LEGEND EXISTING DESCRIPTION BORINGS TP BORING / I -EST PIT LOCATION COMMUNICATION Gx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) - - - cx - - - cx - UNDERGROUND COMMUNICATION LINES CONTROL POINTS BENCHMARK DOMESTIC WATER - - - Wx - - - Wx - WATER MAIN - - - WSx - - - WSx - WATER SERVICE © I WATER VALVE FIRE HYDRANT LIGHTING POLE MOUNTED LIGHT NATURAL GAS - - - Gx - - - Gx - GAS MAIN - - - Gs - - - GSx - GAS SERVICE LINE POWER EOx ELECTRICAL LINES, OVERHEAD - - - Eux - - - Eux - ELECTRICAL LINES, UNDERGROUND UTILITY POLE PROPERTY - - PROPERTY LINE - EASEMENT LINE O IRON PIPE O IRON ROD El MONUMENT ROADS " GUARD RAIL -� OR SIGN SITE FEATURES CHAIN LINK FENCE RAIL FENCE - ° - STOCKADE FENCE 0 OR TREE TREE LINE SANITARY SEWER - - - Sx - - - Sx - SANITARY SEWER MAIN - - - ssx - - - ssx - SANITARY SEWER SERVICE LINE Os SANITARY SEWER MANHOLE STORM SEWER .... .......... ............... _..... ................. ..... _... ..... ..................... STORM DRAIN PIPE OO STORM DRAIN MANHOLE ® CURB INLET ❑❑ CATCH BASIN TOPOGRAPHY -----95----- CONTOUR X 61.95 SPOT ELEVATION WETLANDS A A WETLANDS LINE 0 0 M N O EE / i <r \ 56 1 N,X 60.53 ,, INV 55.78(E) 75,: -.... '' �.• INV 55.82(5) /NV.• 55.69(W) 1x�P 22y Iv.... \ CL CB ° 1 ` TF.• 60.23� N7358'29"W 4 INV.•56.47(6'PVC x 61.47 _�.. x60.69 OLO \ t _ .4 St /y R _._ 6215 0� v /T 9N� /__........... 16 V )N �O Q / tit rn x 62.25 S r 961 v x 62.66 `..62. N/F SIXTY-FIVE MASCOLO ROAD CORP. VOL. 939 PAGE 249 AREA OF GRA VEL ENCROACHMENT AREA OF CONCRETE PAD ENCROACHMENT N/F STEVEN A DALENE VOL. 2073 PAGE 226 r1 CLCB TF.• 62.84 IN V.• 58 25(E) /NV.• 58.17(W) • Gam.. r B CL CB V -� ��i........ OX �,�� TF.62.89 S829 F T... - LI \) IN 58.71(N) h \ \ 'D 00, wx 2 \ / ' 6 x 64.32 41 yi ",CLI',2.1016 W/LIGHT N/F CUSSON ENTERPRISES LLC VOL. 1119 PAGE 278 NOTES: 1. PROPERTY IS IN THE I ZONE. 2 PARCEL CONTAINS 38,248f SQUARE FEET OR 0.878 ACRES. 3. HORIZONTAL DA TUM IS BASED ON NAD83. VERTICAL DA TUM IS BASED ON NA VO88. 4. EXISTING BUILDING IS EXISTING NON -CONFORMING TO CURRENT FRONT & REAR YARD SETBACKS AS DEFINED IN THE TOWN OF SOUTH WINDSOR ZONING REGULA TIONS. 5. PROPERTY DOES NOT FALL WITHIN THE LIMITS OF A FLOOD HAZARD ZONE AS DEPICTED ON: 'FIRM FLOOD INSURANCE RATE MAP NUMBER 0900JC0J78F TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD COUNTY PANEL 378 OF 575 COMMUNITY NUMBER 090036 EFFECTIVE DA TE: SEPTEMBER 26, 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE ADMINISTRATION. 6. PROPERTY SUBJECT TO AN EASEMENT IN FA VOR OF THE CONNECTICUT LIGHT & POWER COMPANY. SEE VOLUME 92 PAGE 169. 7. SUBJECT TO POSSIBLE EASEMENT IN FA VOR OF THE SOUTHERN NEW ENGLAND TELEPHONE COMPANY. SEE VOLUME 77 PAGE 282. 8. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCH TIONS MUST BE CONSIDERED AS APPROXIMA TE IN NA TURF, ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. THE SIZE, LOCH T/ON AND EXISTENCE OF ALL SUCH FEA TURFS MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIA TE AUTHORITIES PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF CONSTRUCTION: 1-800-922-4455 OR WWW.CSYD.COM. MAP REFERENCES.• 1. IMPROVEMENT LOCATION PLAN PREPARED FOR: CUSSON AUTOMOTIVE, INC. 29 MASCOL0 ROAD SOUTH WINDSOR, CONNECTICUT DATED: 12106 REVISED TO 1125107 BY MESSIER & ASSOCIA TES, INC. 2. RE -SUBDIVISION OF LOT I AND PARCEL A PROPERTY OF ARNE H DALENE JOHN FITCH BOULEVARD SOUTH WINDSOR, CONNECTICUT SCALE 1 "--40' DA TED: NOV. 12, 1985 BY SIRA USS ENGINEERING ASSOCIA TES, INC. 3. PROPERTY OF JOHN & ANNA MASCOLA ROUTE 5 SOUTH WINDSOR, CCONN. SCALE 1 "- 40' OCT. 1964 BY W. H BURNHAM. 4. SUBD/VIS/ON MAP OF MASCOLA PROPERTY MASCOLO ROAD SOUTH WINDSOR, CONN. SCALE 1 '- 40' DA TED 4-15-70 BY BOUD. 5 PROPERTY OF J0HN & ANNA MASCOLA SOUTH WINDSOR, CONN SCALE 1 "-50' DEC 11, 1959 BY FRED B. WHEELER. SURVEY NOTES- 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-JOOb-1 THRU 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIAT/ON OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1995. • TYPE OF SURVEY IS A PROPERTY & TOPOGRAPHIC SURVEY AND /S INTENDED TO DEPICT THE LOCATION OF EXISTING CONDITIONS RELATIVE TO PROPERTY LINES • THIS IS A DEPENDENT RESURVEY BASED ON MAPS REFERENCED HEREON. • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS. TO MY KNOWLEDGE AND BELIEF, THIS MAP /S SUBS TANT/ALL Y CORRECT AS NOTED HEREON. 12J27 LAWRENCE R. GEISSLER, JR., L.S. L/0 NO. f >10N O rr= 0 I l u N = u` QXou)�y C W Wm� co co c LLLLLL. V 01 0, o � U Wild' jt�j v? Nw 00, o r v� .o .o c- oo co NU 3 Za = 3 zw 0 aU V) N n cNc W J w Z� _ z� ® W N J y lLLi 2 ccc as Lo _ ca0 0 J 4 ° 4, oo d' O U ro O J O 0 co >J�U LL co� 76 O LIU L Q Jam+ � C O Lu Q CnM� O v) o z h > O M N u I Q w w V J a M M 1 io d: u � VU ~ ® V t� OW Z cl�O ® >OV � 0 .jFm o o Q z LLJ 0 O r m Cn z O W ry w Q Q 0 Z O C Q 0 N > o a cn 0 0 a wo -I N y u (n r SHEET o- "(D Scale: 1/8" = 1'-0" EXISTING MASONTRY BUILDING EXIST CHIMNEY (NOT BEING USED) NEW METAL ROOF ..0 ( E_7_ -1 i L . EXIST PAINTED 12 CMU WALL —� 1- -L . E:=1 EXIST PAINTED 12" CMU WALL -�"�_ 7 T _ T S I' _C VENT r...E-- L �- - - _:.:7- _"I: -7- �I 1- -1 _ T 1_, s- c' o i• .. 2 f. ' I 4 T .._.. z 7 EXIST STUCCO PAINTED GAS METER AC CONDENSING EXISTING LANDSCAPING IS NOT SHOWN NEW T-0" WIDE EXIST BRICK WHITE TYP UNIT ON PAD DOOR PILASTER 2 NORTH ELEVATIONS (STREET SIDE) Scale: 1/8" = V-011 FYTST MAS(INRY RI fi(; RFYnNF) 3R'-C1" PRnPnSFD MFTAI BUILDING KYTr,TTN(, MAcnAITRY RI ITI DTNC; (I Am IT TS APPRnX) 85'-0" PROPOSED METAL BUILDING NEW METAL SIDING 15'-0" EXIST MASONRY BI_DG BEYOND . 11-1 LINIJI GRADE WEST ELEVATIONS (SHOWNING PROPOSED ADDTION Scale: 1/8" = V-0" II OVERHEAD DOOR PROPOSED FINISHED GRADE NEW PREFINISHED METALTRIM II OVERHEAD DOOR I WI Q c� � U J U �� U O o n o � L U 3 z LdW s_ �C a� .o W o N •� o U O (D N N_ < W X >, X E 0 (D00 C ry ri O 00 W 00 W z m W z O x o z a_ IL d 0 z z a z D a 1 z 0 Q U z 0 ..1 m �t- 0 CD 0 J� I-- J U 0_ 0 0 Lj = o Ld I �© LW a �J o o O cn Bonney Engineering, LLC Coventry, CT COMM. NO. WRC012003 SCALE AS NOTED DRAWING DATE Aug 12, 2020 DRAWING NO. B01 SHEET N0. OF NO, I SHEETS 2 STRUCTURAL GENERAL NOTES: GENERAL: VP BUILDINGS DESIGN INFORMATION AND DRAWINGS FOR WEST REACH CONSTRUCTION 5.21.20 FOR DETAILS AND MEMBER SIZES FOR THE BUILDING STRUCTURE, 1. DESIGN AND LOADING: 1A. ALLOWABLE UNIT STRESSES AND DESIGN CRITERIA IN ACCORDANCE WITH THE FOLLOWING: A "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318. B 2015 INTERNATIONAL BUILDING CODE (IBC), AND CONNECTICUT 2018 BUILDING CODE 1.2. LIVE LOADS: A ROOF LOADS a BASIC GROUND SNOW LOAD 30 PSF b SNOW EXPOSURE FACTOR 0.7 c BUILDING RISK CATEGORY II FOR DESIGN d IMPORTANCE FACTOR 1.0 p HUNG I DADS MISC 3 PSF. 1.3• LATERAL LOADS: A WIND LOAD a SPEED 125 MPH ULTIMATE & 96.82 MPH ALLOWABLE S T RENGTH, b RISK CAT II DOE DESIGN r c IMPORTANCE FACTOR 1.0 B SEISMIC LOAD: SEE VP BUILDING DESIGN DRAWINGS 1.4. ALLOWABLE PRESUMPTIVE SOIL BEARING PRESSURE = 1,500 PSF (3/4 TONS/S.F.) 1.5. DESIGN STRESSES AND MATERIAL: A CONCRETE (MINIMUM 28 'DAY SI RENGTI H, NORMAL WEIGHT) a FOUNDATIONS 3000 PSI b SLABS 4000 PSI B REINFORCING STEEL ASTM A-615, Fy =60 KSI C WELDED WIRE ASTM A-815, Fy=60 KSI D BOLTS - 3/4" DIA. ASTM A-325 E ADHESIVE ANCHORS a ADHESIVE - HITLI HIT HY 10 PLUS b ANCHOR ROD (AR) ASTM F1554 GRADE 36. c EXTERIOR ANCHORS TO BE GALVANIZED OR STAINLESS, 2. FOUNDATION: 2.1. ALL FOUNDATION EXCAVATIONS SHALL BE TO REQUIRED ELEVATION OR UNDISTURBED MI Al I ❑l11 I -AT KIV CVf A%IAT nAi¢ CUAI I OC Tn Cni lnln ronl IAIn JU1L, ALL 1 UUIYUAI IUNO LAI.NVM 1UIYJ JI I%LL Wk.1 V JVVI'1V v Nvv 2,2. BOTTOM OF EXTERIOR FOOTINGS SHALL BE A MINIMUM OF T-6" BELOW FINISHED GRADE AND, UNLESS ON STRUCTURAL FILL, SHALL BE AT LEAST V-6" BELOW EXISTING GRADE, WHICHEVER IS DEEPER. UNLESS CALLED FOR ON STRUCTURAL FILL, INTERIOR FOOTINGS ARE TO BE A MINIMUM V-6" BELOW EXISTING GRADE, 2.3. STRUCTURAL FILL SHALL BE APPROVED STRUCTURAL GRAVEL COMPACTED 1N 6" LAYERS TO 95% OF MODIFIED OPTIMUM DENSITY, 2.4, BOTH SIDES OF FOUNDATION WALLS SHALL BE PACKFILLED SIMULTANEOUSLY SO AS TO PREVENT OVERTURNING OR LATERAL MOVEMENT OF WALLS, 3. CONCRETE WORK AND REINFORCING: 3.1, ALL FOUNDATION WALLS ARE TO BE CONTINUOUSLY KEYED TO FOOTINGS. 3.2. REINFORCING TO BE LAPPED 40 BAR DIAMETERS AT ALL CORNERS, SPLICES, DOWELS, ETC, 3.3. PROVIDE FOOTING DOWELS FOR EACH VERTICAL BAR IN WALLSt 3,4. AIR -ENTRAIN EXTERIOR FOUNDATION WALLS AND ALL EXTERIOR EXPOSED CONCRETE. 3.5. ALL CONCRETE SHALL CONTAIN A WATER REDUCING ADMIXTURE, 2.6, THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS, INCLUDING DIMENSIONS AND LOCATIONS, OF ALL OPENINGS, EMBEDDED ITEMS, ETC,, FOR ALL OTHER TRADES. 3.7. COVER FOR REINFORCING (EXCEPT AS NOTED ON DRAWINGS): A CONCRETE PLACED ON EARTH 3" B FORMED CONCRETE EXPOSED TO GROUND OR WEATHER: a #6 BARS OR LARGER 2" b #5 BARS OR SMALLER 1-1/2" 3,8. SLABS TO BE FINISHED BY SCREEDING, FLOATING AND STEEL TROWELED TO PRODUCE FINE FLAT FINISH, CURE SLAB BY COVERING WITH 4 MIL PLASTIC SHEET FOR SEVEN DAYS. 3.9. SLAB JOINTS SHALL BE SAWCUT WITH 24 HOURS OF PLACING SLAB, CUT TO BE I }" MIN DEPTH. 3.10. VAPOR BARRIER TO BE 6 MIL POLYETHYLENE SHEETS, TAPE ALL JOINTS. 3.11. PERIMETER WALL INSULATION TO BE 2" THICK EXTRUDED POLYSTYRENE RIGID FOAM WITH AN R OF 10 AND EQUAL TO EQUAL TO OWENS CORNING FOAMULAR 150, 3.12, INTEGRAL DRY SHAKE FLOOR HARDENER: HARDENER SHALL CONSIST OF A GRADED MINERAL AGGREGATE AND SHALL BE APPLIED TO FRESHLY PLACED AND SCREEDED CONCRETE, HARDENER SHALL BE EQUAL TO MASTERTOP 110ABR AND APPLIED AT RATE OF 1.0 LBS PER SQ FT 4. SLAB JOINTS: 4.1. PROVIDE PREFORMED BITUMINOUS JOINT FILLER WITH A COMPRESSION RECOVERY OF 70% AND COMPRESSION STRENGTH OF 100 TO 750 PSI. FILLER TO EQUAL FIBRE EXPANSION JOINT BY W,R, MEADOWS OR MASCO FIBER JOINT FILLER WITH REMOVABLE CAP, 4.2. IN LOCATIONS THAT JOINT FILLER IS USED PROVIDE A REMOVABLE CAP TO ALLOW PLACING JOINT SEALANT, 4.3. FILL SAW CUT JOINTS WITH FAST SETTING SEMIRIGID POLYUREA FLOOR JOINT FILLER EQUAL TO EUCO QUIKJOINT 200. 4,4, FILL TOP SECTION OF JOINTS WITH A REMOVABLE CAP WITH ONE PART URETHANE SELF LEVELING SEALANT EQ TO SIKA SIKAFLEC, 1 1/2" DEEP SAW CUT w/JOINT SEALANT F/� SLAB & ONE / LAYER OF WWF D � 3 CLEAR FINISH TOPSMOOTH 11 ,� COVER �� & PROVIDE BOND BREAKER 3" MIN CLEAR #5 TIE HOOKAROUNID -t- PILASTER REINF 4 DETAIL COLUMN TIE Scale: NOTES: 1, TIE REBAR TO BE SET STRAIGHT ON CHAIRS, 2. SPLICE TO BE OFFSET A MIN OF 36". 3, SPLICES SHALL BE MADE w/ZAP SCREWLOK DEVICE OR EQUAL 1 2" DP SAWCUT CONTROL JOINTS AS SHOWN ON PLAN. 2 MIN COVER TO REINF ONE LAYER 6x6/W2.9 x W2.9 - I a` FILL CONTROLS JOINTS w/SEMI RIGID SLAB JOINT SEALANT - NEW CONCRETE SLAB 6" MIN THICKNESS OF PROCESS STONE BASE, FILL UNDER SLAB TO BE COMPACTED 6 MIL VAPOR BARRIER PROCESS STONE OR GRAVEL PLACE UNDER SLAB. =i 1=1 I�it1�-IIN 6" LAYERS SEE SITE PLANS •7 rY- •f OF .,DMATERIAL •EPLACE W/PROCESS STONEOR GRAVEL.• PGRADE dk DETAIL NEW A: i CONTROL 1. CONTROL JOINTS TO BE LOCATED AT 10' TO 19' MAX CC, OR AS SHOWN ON PLAN 2. CONSTRUCTION JOINT TO BE LOCATED AT AT CONTRACTORS OPTION, PROVIDE DWLS AT CONSTRUCTION JOINTS. 3. EXISTING GRAVEL CAN BE REUSE FOR FILL IF IT MEETS THE SPEC FOR GRAVEL OR PROCESS STONE, SEE SPEC. 4, PLACE AND COMPACT GRAVEL OR PROCESS STONE IN 6" LAYERS m G O 0 O O W rn 0 fV N FIN GR EL 62.5'+/- - TWE 63'-10" 1) (2 1'-0" FACE OF FND I i TO CL OF COL I 26'-0" 14'-0" DEPRESS TOP/FND WALL 8" AT DOOR 2'�! L FTN (;R FI 6i-n' f I 0) co FF3. ui Il�m I #4 DWLS 1'-0" x 2'-6" F5 0 SDArED 12" Or %Ay/ 2# �--- SEE PILASTER DETAIL 4/S02. I 4 x14' TIES LOCATE SIMILAR AT G1 BAR 2" BELOW TOP OF SLAB I 'I CK 85'-0" OUT TO OUT FND 28'-011 FORMER TRUCK WELL 14`-0" DEPRESS TOP/FND WALL 8" AT DOOR 36'- "+/- OPTIONAL CURB ON FND WALL SEE SECT 2A FIN GR EL 63.8`+/- �r 2 1 LU FIVD VVALL HI ER TRUCK WELL IF CURB IS INSTALLED I PROVIDE 1 2" DEEP x 12" LG 15" x 14" PILASTER -.-I FNDWALL 8" REINF RFTNF w/ 4#S VERT & I FORM IN CURB AT F5,0 I w/1 #5 ONT TOP & $OT . `-... - . I 1 r1LtiJ I C,R #3 TIES @ 10" I Y PROVIDE 1" BIT PREMOLDED SEE PILASTER DETAIL 3/SO2, D % FILLER & IT SEALANT AT I TYP ON LINES D & G PERIMETER OF PILASTERS & I ( ALONG WALLS. TYP I Sol , I i FTG V-0" x V-8" WIDE REINF w/2 #5 CONT, UUN� I I i I FUG I REBAKS I HRU F5X5 I I 4 I SQL. /- COL TIE 2 #5 REBAKS I COL TIE 2 #5 REBAKS I 1I ENCASED iN CONC I ENCASED IN CONC 3 ' I - - - -- - - - - - - - - I- - - - SAWED CONTF OL JOINT Sol I rn x I I SAWED CONTROL L Ili I I JOINT ALONG COL CL 6" SLAB ON 6" COMPACT GRAVEL FILL I SEE PILASTER DETAIL 5 S02. I I & 6 MIL VAPOR BARRIER REINFORCE II / w/ ONE LAYER 6x6 W2,9/W2,9 WWF FINISH FLOOR EL 63'-10" (63.8') I I I p I o O l J II TYP FND WALL 8" I I 0 I a 1 REINF w/1 #5 CONT o u o I I TOP & BOT I SAWED CONTROL 3; I I d 1 I� JOINT ALONG COL CL (.11 N 2 S41 I I I o I o I I I 9 I I PROVIDE 1" BIT PREMOLDED z 1'-11" WIDE GR BM REINF I I FILLER & IT SEALANT AT I w/2 #5 TOP & BOT PERIMETER OFPILASTERS & A WALLS. I------------fi-- ^- 00 I I( F5,0 I N �O F5,0 I w I r I REMOVE EXIST SLAB ON m F3,0 I I GRADE SEE SITE PLANS F3. - - - - i BFE 58'-10" 1 _ �� L- 2-5/8"x2'-0" SMOOTH BARS tj DRILLED & BONDED INTO EXIST WALL, TYP @ T&B OF WALL 29'-011 7'-411 M FOUNDATION PLAN Scale: 1/4" = V-0" 2' WIDE JOINT w/JOINT #3 TIES @ 10° SEALANT &?" BIT PROVIDE 2 @TOP PREMOLDED FILLER ANCHOR RODS (NOT SHOWN) 6" SLAB ON VAPOR BARRIER N OF 12" PROVIDE A MI EMBEDMENT INTO CONC 6x6 WWF COLUMN TIE w/2 #5 HOOK BARS HOOKED BEHIND VERT BARS Li7 •` . .�• '. • '�'P - 6" COMPACT GRAVEL FILL BAR CONT TOP #5 '• '• • �• ''• ••Y ` 2"x2'-0" PERIMEi-ER a ;r ; °; ' : INSULATION WRAP AROUND m PILASTER 1 w' --`-' : 4#5 VERT BARS DWL A ` TO FTG 0#5 BAR CONT BOT CONT KEYWAY °•:'.:. + . o, PROVIDE 14" HK ON DWLS 114" 1'-11" 1'-9'I 5#5 BAR EA WAY BOT 5'-011 CAL _TYPIPICAL PILAS)___SECTION 1 f21i = 11-OIL -T H BFE 5$'-10" 4 - 4' x V-4" HEADED AR FOR WIND BRACE I l I F3x6,0 ROD ATTACHMENT SEE VP DETAIL D-1 �II 2 - z" xV-0" AR T`/P AT DOOR JAMBS, SEE VP DETAIL FRAMED OPENING DETAILS V-11" WIDE GR BM REINF) w/2 #5 TOP & BOT 5-#4x2'-0" HOOKED DWL DRILLED & BONED INTO EXIST FTG I �I 0 J1 O 0 w Lnn 544x2'-0" HOOKED DWL DRILLED & BONED INTO EXIST FTG FOOTING SCHEDULE FOOTING PLAN FTG REINF MAN REINF TOP SIZE THICK BOTTOM F3,01 T-0" X T-D" 1'-01' NONE 4 #4 EA WAY F5x 5'-011 x 5'-0" 2'-6" 5 #4 EA WAY 5 #5 EA WAY F5,0 T-0" x T-O" V-2" NONE 6 #5 EA WAY F3x6,0 3'-011x 6-011 V-2" 4 #4 x T-6" 6 44 X T-6" 5 #5 x 5' _6" 6 #4 x 2'-6" FOOTING NOTES: I 1. LOCATE FOOTING ON COLUMN CENTER LINES OR � S NOTED ON PLANS OR DETAILS. 2, HOOK ENDS OF ALTERNATE BARS IN EACH FTG, 3, DOWEL EACH PIER VERT BARS TO THE FOOTING 4, CONCRETE COVER 2" AT FORMED FACES & 3" CLEAR OF EARTH AT BOTTOM. 5. TOP REINF TO BE LOCATED 3" CLEAR OF TOP OF FTG, OPTIONAL 8" WIDE x 6" HIGH CONC CURB W/#5 BAR TOP. STOP CURB FOR INSTALLATION OF JAMB, AFTER JAMB INSTALLATION INFILL BET CURB & JAMB w/CONC. " WIDE JOINT w/JOINT SEALANT & Z" BIT PREMOLDED FILLER 6 SLAB ON 6 MIL VAPOR BARRIER 6x6 WWF SEE SECTION 2 E OPTIONAL CURB AT FND WALL NOTE: CURB IS OPTIONAL AND CAN BE PROVIDED WHEN THE FINISHED GRADE WILL BE WITHIN 4" OF BOTTOM OF THE METAL SIDING. F3x6.0 _ I - FACE OF EXIST FOUNDATION 11-0" FACE OF EXIST TO CL OF NEW COL +/- OPTIONAL CURB 2-5/8"xT-0" SMOOTH BARS DRILLED & DUUNDCD INTO EXIST WALL. TYP @ T&B OF WALL FIN GR EL 63,8' MATCH EXIST SO2 11 II I" WIDE JOINT w/JOINT 6 SLAB ON 6 MIL SEALANT & Z" BIT VAPOR BARRIER PREMOLDED FILLER 6x6 WWF 6" COMPACT GRAVEL ' OR PROCESS STONE }t'i 6' COMPACT BACKFILL t.• c� #5 BAR CONT TOP 3:*2"x 2'-0" PERIMETER----�"` ;,';� m + INSULATION >j r - o #4 VERT DWL @ 48" OC [.' , o i1 #5 BAR CONT BOT CONT KEYWAY 2#5 BAR CONT FTG • �� in ``' H 611 611 pI1 SECTION TYP FOUNDATION WALL 1/2" = V-0" W Q t� z O Ln_} W a LL O z O d �y Cn ti d O z •'`: '4�� lAdA/API QD x `+ /yfi�rraw,.l,t+t1� c E O 0 Ln 4 @ o U u -� s 'J 0 0 i- COO o O U M C,4 C: ~ U �.. V' O 0 Ld Cn z.- Q) w (..� z �_ > •� < N U rwNN �.aCO r O �1 m �iJ� ' i-L.. x m 't �� i- `2-0 � {l� (00 W 00 w z O m w z o = } �• z a a a � d r O Co r Co 0 0 z w � < r O 1 O 0 _i 0 J 0 0 a z o < W O CD Ld z > 0 0 Of I- --- W X O m z o- `t Bonney Engineering, LLC Coventry, CT COMM. NO. WRC012003 SCALE AS NOTED DRAWING DATE Aug 12, 2020 DRAWING NO. Sol SHEET 1 NO. OF NO, SHEETS 2 0. TOP OF WALL EL 63'-10" " x V-4" HEADED ANCHOR OD, SEE VP BUILDING lWG FOR LOCATION ASE PL 8xll VERIFY LOCATION) LDG COL SEE VP UILDING DWG i /- DETAIL PILASTER D-1 &. ;1 1/Z NOTE: 1. SEE VP BUILDING DETAIL D2 ON PAGE 5 AND ANCHOR ROD PLAN FOR LOCATIONS 2. PROVIDE PREMOLDED FILLER & JOINT SEALANT AT PERIMETER OF PILASTER " x V-4" HEADED ANCHOR ROD. SEE VP BUILDING DWG FOR LOCATION BLDG COL SEE VP BUILDING DWG N if -lit TOP OF WALL EL 6T-10" 7n BASE PL 8xll (VERIFY LOCATION) 1 2" MIN 5 DETAIL PILASTER E-1 NOTE: 1/2 = 1 0 1. SEE VP BUILDING DETAIL D3 ON PAGE 5 AND ANCHOR ROD PLAN FOR LOCATIONS 2. PROVIDE PREMOLDED FILLER & JOINT SEALANT AT PERIMETER OF PILASTER M z G T OPTIONAL CURB IS STALLED PROVIDE 1" :EP x 12" WIDE FORM IN 1RB FOR INSTALLATION OF )L TOP OF WALL EL 6T-10" x V-4" HEADED ANCHOR ID, SEE VP BUILDING VG FOR LOCATION SE PL 8xl3 ERIFY LOCATION) DG COL SEE VP IILDING DWG PREMOLDED FILLER w/l/2" CEP SEMI RIGID JOINT SEALANT TYP EA PILASTER DETAIL TYPICAL PILASTER 1" = V-0" NOTE: 1. SEE VP BUILDING DETAIL D4 ON PAGE 5 AND ANCHOR ROD PLAN FOR LOCATIONS 2. PROVIDE PREMOLDED FILLER & JOINT SEALANT AT PERIMETER OF PILASTER #5 WALL TOP BAR CZ \/GDT PAD CPT IN FTG YP OF 4 PER PILASTER ' x V-4" HEADED ANCHOR OD. (AR) 3 TIE @ 10" OC PROVIDE @ TOP 4'U' SHAPED BAR w/i'-4" LONG LEGS TYP AT VERT DETAIL TYP PILASTER REINFORCING 1" = 1,4' cni rru on nc Tn L-A I END INTO FTG ;EE PILASTER REINF ON )ETAIL 6 THIS SHT FOR ;EINF. XIST 12" CONC/ 1ASONRY WALL DOWELS & FTG NOT SHOWN INTO FTG WITH #3 TIES @ 10"OC. TIES TO BE V-6" x 8" OUT TO OUT. PLAN GRADE BEAM PIER REINFORCING 'U' BARS AT TOP OF VERT 4 NOT SHOWN 1'-0" EXIST 12" CONC MASONRY WALL 7" 6'-4" MIN 1'-0" —�- 2-5/8"x2'-0" SMOOTH EPDXY COATED AT COL LINE D PROVIDE BARS DRILLED & BONDED INTO 4 AR FOR ATTACHMENT GR BM 2 #5 BARS HOOK EXIST WALL. TYP @ T&B OF WALL OF BRACING ROD SEE END A5 SHOWN VP DETAIL D1 ROF TO CONT #5 FND WALL BAR EXIST CONC SLAB FLOOR CLIP I r r �--L_ r -VERT REINF 4 #5 BARS + r I r �� #3 - s°x 1'-6° TIEs @Ia° oc ��— _4 L I GRADE BEAM V-11" WIDE x T-6" MIN DEEP .4 T_ GR BM 2 #5 BARS HOOK I I L 1 1 I I END AS SHOWN � I -T _ ^ — POUR GR BM ON COMPACT STONE BASE CONT #5 FND WALL BAR 31" 3'-4"+/- AS REQ'D T-0" MIN 1 ELEVATION GRADE BEAM 1/2 1 a #4 DWLS V-6" x 2'-6" SPACED 12" OC w/ 2 #4 x14' TIES LOCATE BAR 2" BELOW TOP OF SLAB 6 SLAB ON 6 MIL VAPOR BARRIER 6x6 WWF --' SLOPE BOT OF SLAB UP AT 2 ON 12 SLOPE COMPACT BACKFILL DEPRESS TOP OF WALL 8" BETWEEN OVERHEAD DOOR JAMBS 2" PERIMETER INSULATION EXIST CONC FND WALL ASSUMED 12" WIDE HOOK END OF GR BM BARS EXIST CONC WALL FTG ASSUMED 2'-0" WIDE X 12" DEEP VERIFY �``' o'o' EXTEND 2 SOUTH VERT BARS INTO FTG10 544x2'-0" HOOKED DWL DRILLED & BONDED 6" INTO EXIST FTG OR WALL 6" ASSUMED 12" MAX FOOTING REINF IS NOT SHOWN. SEE o ° FTG SCHEDULE FOR REINF. BFE TO 0 U BE 4'4" MIN BELOW TOP OF WALL. J E O � COMPACT SUB GRADE BELOW o J � NEW FTG. TYP D o ° N c U O n L U w n �. 0 s� wm SLOPE EDGE OF SLAB DOWN Z" � � •� O 8" 4" CHAMFER ATEDGE OF SLAB coW Lo c BIT PAVING OR FINISHED < r GRADE SLOPE AWAY L j o FROM BLDG Of m 0) Q) CO r i— n= o U) (0 O 00 I6" COMPACT PROCESS 11J °o m w ISTONE UNDER PAVING Ld z o tCOMPACT BACKFILL PLACED & COMPACTED n IN 6" LIFTS �— #5 BAR CONT TOP a a N N #4 VERT DWL @ 48" OC H x H X o x o x t` t` Ca O SECTION SLAB AT OVERHEAD DOORS 1/2" = V-0" J 0 14 z 0 0 w 0 :D m r— L _I a J � J U O =o Ld } � Q LLI Of O CD J o Q OT Bonney Engineering, LLC Coventry, CT COMM.NO. WRC012003 SCALE AS NOTED DRAWING DATE Aug 12, 2020 S02 SHEET 7 NO OF 2 N0. SHEETS