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HomeMy WebLinkAbout2620 ELLINGTON RD LOT 4 SEPTIC NOTES 1. This septic system is designed for a 4 bedroom house. Any increase in the number MATCH LINE SEE SHEET 2 OF 3 of bedrooms or the installation of a large capacity discharge type bathtub/jacuzzi (over / I ( O ' 100 gallon capacity) will require a septic system redesign by the engineer. / \ '/ 2�0 , \ / o FOOTING DRAIN TPAPORARY TOPSOIL ,/ / 2so PRECAST 1000 GAL RESIDENTIAL SEPTIC TANK (PUMP CHAMBER) 2. The septic tank size specified on this plan is based on a 4 bedroom house. This / Remaining Land of cc e; \ / ', ARROW AC-;f-1000 W/ 3 INLET HOLES. OR EQUAL size does not allow for the installation of a large capacity discharge type / N/F Elaine D. Gerlt 11.75 AC. w o \ OUTLET FL=279.0 ,STOCKPILE SURROUND / 286 � W-O' WIDE x 8'-6' LONG x 5'-4' DEEP o m ,' BY SEDIMENT BARRIERS TP3 ♦� , bathtub/jacuzzi. If a large capacity discharge bathtub/jacuzzi is installed the engineer / / PUMP H SERIES. D P M EFFLUENT PUMP must be contacted for proper sizing of the septic tank. `2 \\ / / ' PUMP CHAMBER AND PUMP sYSTEM NTH CONTRA PANEL � � \ ♦ , � As PROVIDED BY SLAKE EQUIPMENT CO.. SOUTH YMNDSOR. CT 3. If the septic tank is more than 12 inches below finish grade, provide risers on baffle 8�8 ; / ' / 26 ♦ , covers and center cover. � , �, INSIDE BOTTOM OF TANK = 277.5 PUMP ON 27&5 PROP. VERSA-LOK RET. WALL , 4. The bottom of the leaching system must be a minimum of 18 inches above the '' �z 4* PUMP OAF • 279 5 maximum ground water level and shall be at least four feet above ledge rock. In cases CONTRACTOR SHALL PROVIDE /' ALARM �•O rate faster than one inch per minute, the WALL DESIGN FROM MANUFACTURE ♦ �' 4 PVC SOR35 where the soil has a minimum percolation p / GRAVITY LINE IN FL = 281.9 ,' s=1.3xPRESSURE bottom of any leaching system shall be not less than eight feet above ledge rock or FOR REVIEW BY THE ENGINEER LINE OUT 281.7 distances shall be doubled from any well in accordance with special provisions of Table / T , , '4 PRIOR TO INSTALLATION 2,/ �' �' ,' � �" o � 1500 GAL. SEPTIC TANK. ARROW AC-3 No. 1, item A of the Connecticut Public Health Code. / ' 0 210 / o 5. Contractor to use care during construction to keep the septic area undisturbed until / 5 PO 3 INLET HOLES & EFFLUENT FILTER it is staked and approved for installation by the engineer or Health Department official. / P� POLYLOK MODEL N0. PL-122 ` �' FL=282.35 IN. FL=282.10 OUT 6. Septic fill material shall be clean, bank-run sand or gravel containing no more than / / �' �' �' �� '� � 301.E 5% fines passing the #200 sieve. The porosity of this sand-gravel fill shall be 1" in 12» RCP FLARED END. FL=277.0 �1 284 ' 5-10 minutes after compaction. '' 4�' SCH40 PVC 9'x12' SPLASH PAD 2' NATIVE / \ FL=279.7 S=2.2x 7. Distribution boxes to be placed level in undisturbed soil or compacted gravel to below STONE. 6' THICK ON MIRAFI / 37LF WOOD GUIDE AIL ' frost line. 50OX FABRIC 28� *��:7 8. The soil test results and soil types apply only to the test holes shown and may not / ' ' , ,' .' 286.2 286.2 I ' FL=284.3 be the same for other areas on the site. Soil type, grade and various elevations should ' be verified by owner or contractor over the entire leaching area during construction. PROPOSED ' ' �FL=283.0 , must conform to local and State Health requirements. / / / BIT. ' 9. The septic system installation / allo ,DRIVE ro ' - GARAGE A i septic design as shown hereon must be approved by the LIMIT OF REGULATED AREA `L� '' s / N N N FF=287.5 i '' PROP ^ ' 90'X90' 10. Any deviation from thep g FROM WE7LANDS (TYP) i 40LF ' � � BUILDABLE SQUARE engineer prior to construction. ' HOUSE 12' RANCOR HI-0 " 11. Foundation dimensions shown on this plan are for site design purposes only. The �t.3X / c4 h foundation contractor shall use architectural plans for layout and construction of the building(s) foundation. Z / >f3 ,' ,' 286. 1286.51 , 12. Location of existing utilities shown on this plan are approximate and may not be / .so'POILDING LINE / complete, contractor must call before digging for verification 1-800-922-4455. 286 3 N/F 290 Manuel R. Fonseca, Jr. P _ 13. Septic system as-built to be measured by the installer prior to backfilling. Copies // rl�� / ry4ry ,� of as to be provided to the local Health Department official and the engineer. / % / 195LF 4 PERF. RANCOR CURTAIN DRAIN Da!$T. MAIL BOX 10 BE - 14. Piping from the building to the septic tank to be 4" PVC Schedule 40 or equal, / RELOCATED AS'NECESSARY �' i �--'- 288 � FL=284.0 minimum slope is 1/4" per foot. Piping leaving the septic tank to the distribution box / 0,' / 24' PVC ' be 4" PVC SDR-35 or equal, minimum slope is 1/8 per foot. Piping located within 12 -'/ � � / YARD DRAIN PV ,' � - - - - - - - - to the leaching trenches to be perforated 4" PVC SDR-35, leaching trench shall be laid // ,.% e / - ,TF=281.0 level or at a slope not exceeding two to four inches per one hundred feet. / ' ,'' FL=279.0 4"1 ,'' � � � _ �' ,' 0=90.00'00" / / FL=277.5 (12 ) - 15. All utilities including but not limited to gas, water, electric, telephone, and cable 36 &12" __ - R=20.00' " / � ,� ,' ,' , .. � � Row of L=31.42' shall be a minimum of 10' from the primary or reserve septic fields. No such utilities MAPLE / 12" DBL -- shall run through the primary or reserve septic areas. � / MAPLE 36r 15" � ' � MAPLES �-' E ° - vv EXIST. o ,� ° OAK MAPLE ,, � ° � � - DRl 1/E 16. All stormwater drains to be installed within 25' of the primary or reserve septic 250.0 ' North Central District Health Department prior to burial. - " o r- areas shall be inspected by P P _ o$ ° - ° / S34.0�2�28" - �� 24 - 4 ' MAPLE o o ' EXIST MAPLE a s c SIGN w - - - -- --w - Y---- -- -- -,�-w- - - - �}-�'a5 `i 1 APPROX. LOCA,tION CD i EXIST. WATER/MAIN ; ; EXIST. DRIW ENCHROACHES 7c_ i OVER PROPERTY LINE k SEPTIC SYSTEM DESIGN CRITERIA 24' DBL. MAPLE Ellin ton Road Rte. 174 TO BE REMOVEQ NUMBER OF BEDROOMS 4 ' PERCOLATION RATE 1-10 min./inch. OTHER Restrictive 0 24" (mottling) - bottom of - ' I - / - l __ _-- - I - / " ,` SNET trench at 6" into existing grade (18 above SNET EXIST. EDGE_ P l/.MT' (TYP) - _ - - -- -SIO' '" r's _ _ � - EXIST. 3301 existing mottling) Slope = 10.1-15% 3175 - - - " - LRIE sr�r - --- - �EazsT Hrn ,- 300 -290 DLR/t,E ,, 302 304 REQUIRED LEACHING AREA = 660 sq.ft. .306 424' OAK do 15' HICKORY 286' , RECOMMENDED INSTALLATION i TO BE REMOVED 282' 288' SEPTIC TANK 1500 gal. 280 LEACHING AREA 755.2 sq.ft. MINIMUM LEACHING SYSTEM SPREAD (MLSS) (HYDRAULIC FACTOR 26 ) x (FLOW FACTOR 2 ) x (PERCOLATION FACTOR 1.2 ) = MLSS IN FEET 62.4 Notes: 1. Parcel is not located in a flood hazard zone, Panel No. 090036 0002 B. 2. Portion of the parcel is located in inland wetlands as mapped by Bruce C. Laskey, Soil Scientist on September 6, 1994. TEST PIT DATA 3. The existing topography depicted hereon were taken from plan entitled LEGEND: "Topographic Map Town of South Windsor Hartford County, Connecticut" TP OBSERVATION PIT (APPROX. LOCATION) Observation pits were observed by J. R. Russo & Scale 1"=100' by Quinn Associates, Horsham, Pa. 0 PERCOLATION TEST HOLE (APPROX. LOCATION) Associates and the Town Sanitarian on 4-3-96 4. Elevations are based on N.G.V.D. 1929 Datum. 230 EXISTING CONTOURS TP 1 v �- 8� 5. Bearings are based on C.G.S. N.A.D. 1983 Datum. PROPOSED CONTOURS 0 Topsoil 8 -30 Fine Sand Silty Loam 6. Underground utility, structure and facility locations noted hereon have 30 -48 Red Med. Fine Sandy Gravel zsox� EXISTING SPOT GRADE been compiled, in part, from record mapping supplied by the respective 230.j PROPOSED SPOT GRADE 48"-81" Very Compact Fine Sand-Some Silt utility companies or governmental agencies, from parole testimony and EXISTING STORM SEWER Groundwater ® 48" from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the - -W- - EXISTING WATER TP 2 location and existence of all such features must be field determined and W PROPOSED WATER 0"- 8" Topsoil verified by the appropriate authorities prior to construction. Call Before 8"-28" Fine Sand Silty Loam You Dig 1-800-922-4455. -r- - cYicrNr_ FiFr'ruir �," r,_� .r_� n_,.__el ELECTRIC 28"-51 iced teed. Fine Sandy GravcI E PROPOSED ELECTRIC 51"-90" Very Compact Fine Sand-Some Silt 7. The soil erosion and sediment control contact person: Wayne Gerlt 10 © REV 9-20-00 PROPOSED I.P. ADDED Groundwater ® 34"-39" Robins Wood Way South Windsor, Ct. 644-2565. REV. 9-11-00 CHANGED PUMP CHAMBER DESIGN PER TOWN COMMENTS ZONE do ADDRESS ADDED - -G- - EXISTING GAS G PROPOSED GAS TP 3 8. Limits of clearing must be delineated in the field prior to clearing and Septic System Plan 0"- 8" Topsoil approved by the Zoning/Wetlands Enforcement Officer. STAKED HAY BALES OR SILT FENCE 8"-22" Fine Sand Silty Loam 9. Recommend perforated pipe and stone drainage around footing and under Prepared For • EXISTING IP 22"-62" Med. Fine Sandy Gravel a basement floor. IP TO BE SET 62"-82" Compact Fine Sand-Some Silt EXISTING MONUMENT Groundwater ® 39" 10. Roof drain shall discharge to surface splash blocks. Wayne Gerlt • ❑ MONUMENT TO BE SET TP 4 0"-10" Topsoil ape o o d 10 -30" Fine Sand Silty Loam 30"-65" Med. Fine Sandy Gravel 2600 Ellington Road - Rte. 74 ZONE RR) 65"-93" Compact Fine Sand-Some Silt South Windsor, Connecticut Groundwater @ 31 U CO 0"5 8" Topsoil J.R. RUSSO & ASSOCIATES 0 " 8"-34" Fine Sand Silty Loam TO THE BEST OF MY KNOhGE AND .7EIEF THIS rn 34"-72" Med. Fine Sandy Gravel MAP IS SUBSTANTIALLY CORRiCT AS NOTED HEREON. Land Surveyors & Professional Engineers Groundwater ® 20" dWweurrrer C� ° CON ,°0i°O `°�cccatu�rur°rt°Ji This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the ��° OF NF , F COry " .••........ c�'% O . . N 1 SHOHAM ROAD o Regulations of Connecticut State Agencies - Minimum Standards for Surveys and Maps in the State of �•` '� PN R R•' F . • :' G••' PH R. O EAST WINDSOR CONNECTICUT 06088 rn Reference Map: Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Property Survey :•p `S'�';G� /`O5� RGcS�: e based on a DepeAdent Resurvey conforming to Horizontal & Vertical Accuracy Class A-2 & T-3. *; '� *^ =C06a; (860) 623-0569 "Topographic Plan Resubdivision Maple Wood Ellington Road Rte. 74 South a, Windsor, Connecticut Owner/Applicant Elaine D. Gerlt 10 Robin s Wood Way -- •r-�•° ' %� 048 ' t''� No ;•;� FAX' (860) 623-2485 South Windsor, Connecticut" 1"=40' 3-23-00 Rev. 6-9-00 Class A-2 by J.R. E•,.� 3 This document and copies thereof are valid only if the bear the live signature and embossed seal of '•,c�`•� _ ENS O �' � 40:' � Russo & Associates, Joseph R. Russo, L.S. P y y � � • .. °° ,.'�i, '•. BY SCALE DATE SHEET CHECKED N0. the designated professional. Unauthorized alterations render any declaration hereon null and void. - - - f °ffjrurtt:it:►t:t:c`-'c° KLG/LF/bPS 1"-20' 8-11-00 1 of 3 JRR 99109 Q U g U 0 e , 129 115 4 %y /12 / — — — — — — — — — , / ----—--- loop �Q \ Remaining Land of N/F Elaine D. Gerlt 11.75 Ac. pl N34.02'28"E PROP. TRIM UNE �-' _---- `` �`=-•r ` ' 440.97 -•� ` A — — — — , 106zsERVE GAIXY AREA ` Lot 4 / \ Area 90, 137.16 s.f. \ W 2.07 Ac. ` 6 p0 / , 294 ,\Go ,{18 7131 O 50•REAR LINE ' , / � , 100 � PT D-BOX` `?♦ \ \ `` ``. LEGEND� � , , � / , , , � 0A ,' ARROW OB-9S OBSERVATION PIT APPROX. LOCATION ' / / N6 PV OR EQUAL " \ 6 OBSE ( ) / / , / moo} s 8 PERCOLATION TEST HOLE (APPROX. LOCATION) q � ��'6 gb' rW \ \ - - -230 EXISiiNG CONTOURS 2 7U �3o PROPOSED CONTOURS w ' r , LIMIT OF REGULATED AREA 23ox� EXISTING SPOT GRADE � FROM FiETLANDS (�) 2 30 PROPOSED SPOT GRADE. O \ EXISTING STORM SEWER 210.00, e — nQ — EXISTING WATER �'r`;`�.`,ZJ� USUS —W— EX S W PROPOSED WATER — —E— — EXISTING ELECTRIC ' ' / ' ' ' I ,f �� 29� E PROPOSED ELECTRIC II — — — — 1 ' ' ' ' ' N/F ' J '/ Manuel R. Nye ' � � & Rosy M. Smith — —G— — EXISTING GAS Fonseca,�Jr. Stanely C. G PROPOSED GAS \ ' ' / I / ' ` \ `--------- 296 J s STAKED HAY BALES OR SILT FENCE (� / • EXISTING IP // /' / 202 , 212U' 1-1 y2" PVC SDR21 -' o IP TO BE SET / ,' � ,'� ,' / � I ' �� EXIST. TREE LINE (TYP) • EXISTING MONUMENT o MONUMENT TO BE SET MATCH LINE SEE SHEET 1 OF 3 AS-BUILT LOCATION OF SEWAGE DISPOSAL SYSTEM (TO BE MEASURED BY INSTALLER PRIOR TO BACKFILLING) DISTANCE FROM SEPTIC 1 2 3 4 5 6 7 8 9 10 SYSTEM COMPOI,LNT TEST PIT DATA BUILDING CORNER "A" Observation pits were observed by J. R. Russo & Associates and the Town Sanitarian on 11-16-99 BUILDING CORNER "B" TP 100 0"- 7" Topsoil BUILDING CORNER "C" 7"-16" Fine Sand Loam light Brown 16"-27" Med. Sandy Loam 27"-92" Red Brown Till Roots 030"t © REV 9-20-00 PROPOSED I.P. ADDED TP 101 REV. 9-11-00 CHANGED PUMP CHAMBER DESIGN ZONE & NEW ADDRESS ADDED TO TITLE BLOCK PROPOSED GRADE 0"- 8" Topsoil Septic System Plan PROPOSED GRADE 286 8"-16" Fine Sandy Loam p y - — _ — — 16"-32" Sandy Loam (Med.) BOX EVITING GRADE — —— 32"-82" Till Prepared For ARROW 08-9S — — — Roots ® 28"f --- - - - ---- ---- _ — — — — — TP 102 Wayne G erl t 0"- 7" Topsoil f — — 284 7"-24" Med. Fine Sandy Loam Maple Wood - 2121E 1-1/2" Pr 24"-82" Till Mottling 0 24" 2600 Ellington Road — Rte. 74 (ZONE RR) " �4O Roots ® 24 f South Vindsor, Connecticut GO LLEY 3 � BOTTOM 1 LF e PVC 30� Perc Rate 1-10 min./inch ------ - =293.1 W% SDR.15Smi.3% 282 PRECAST 1 GAS.. I,„L SEPTIC TANK ( ) tsoo GAL F1's ° J.R. RUSSO & ASSOCIATES o ARROW AC 1000 W 3 INLET HOLES. EQUAL __ - _ _ _ TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MYERS ME X _1-2 HP_U TDEEP, AP MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Land Surveyors & Professional Engineers L PUMP CH�AND MP SYSTEM MATH CONTROL P EL a� 500 GAL SEP C TANK .� a /. - - - - — - - - $1F EQUIPMENT GO..; CT 280 0% F CONIV o�o�, �o��� CON RROVID€� This survey and map has been prepared m accordance with Sections 20-300b-1 thru 20-300b-20 of the . O,.H•.... 'c'N,�� ,�,.`k.� •HER.•N��'�''% 1 SHOHAM ROAD INLET HOLES dt EFFLUENT TER Regulations of Connecticut State Agencies - Minimum Standards for Surveys and Maps in the State of Q R'' '< Q R•' .' INSIDE BOTTOM TANK = 277. YLOK M NO.PL-122 g " AB 3's P ����:�� Gs•,pG o�Q-;o�� Gs . _ rn ON s 2 5 Connecticut as endorsed by the Connecticut Association of Land Surveyors. Inc. It is a Property Survey r v�:o coo; o;G�: SOR. CON -- based on a Dependent Resurvey conforming to Horizontal & Vertical Accuracy Class A-2 & T-3. `*• * = ;• - - N T1CUT 06088 - ____ -- ql s 0 282.10 OU .o ; _ *; - (860) 6 3-0569 ALARM s r"—� No.08048 ••Or * 2 o, GRAMTY LINE I FL 281.9 • •• •• • *P:. s, No.8048 I FAX- (860) 623-2485 )RE3 - -_--- --- - -LINE OUT F1 2W SED SECT 278 This document and copies thereof are valid only if they bear the live signature and embossed seal of ' • ENSE�•' •Q'o 1" = 2' vert.I the designated professional. Unauthorized alterations render any declaration hereon null and void. �'�S'I •° r ,a�,� V•• p�` BY SCALE DATE SHEET CHECKED NO. 1" = 10' horiz; KLG/LFIDPS 1=20' 8-11-00 2 of 3 ,RR 99109 Q U fj LAWN / STREETS / Filter Fabric CROSS-COUNTRY PAVED AREAS f ANGLE 10' UPSLOPE TOPSOIL & SOD OR SEED FILTER FOR STABILITY AND ! �I FABRIC SELF CLEANING. BACKFILL THE TRENCH 6" (min) Topsoil AND COMPACT THE EXCAVATED SOIL. 12" (typ) 4 APPROVED GRANULAR NON- FLOW--= COMPACTED ----------= ._,- -----, ° ° ORGANIC BACKFILL MATERIAL 100' BACKFILL Cast Iron Frame & Grate % 1 n Broken Stone or 1� ° °° i °^ ° PLACED AND COMPACTED IN r C� 1 Screened Gravel ONE FOOT (1 ) (MAX.) LIFTS, , �6 0 LLJ WARNING TAPE PER CONN. � —6' (min)— GENERAL STATUTE SECTION I 16-345, AS AMENDED, PLACED 12' (MIN,) TO 24' (MAX.) ABOVE T ° TOP OF PIPE, f l TYPICAL SECTION OF LOW GALLERY ° ° BOTTOM OFIme ° DRAINAGEWAY �, N.T.S. ° SAND BLANKET fj 12" HANCOR 12' MIN. • s .t `x L PIPE, AS SPECIFIED LLLLLL B B LLLLLL4 p LLLLLLLLL LLLLLLLLL LLLLLLLL A 24" Diameter PVC Pipe A LLLL LLLLLLLLL LLLL 1/2 D. PIPE L LLLLLLLLLL !LL 3/4' BROKEN TRAPROCK II ; L L . ' POINTS "A" SHOULD BE 1/2jD, PIPE b �I ' HIGHER THAN POINT "B" NOTE: BACKFILL AROUND YARD DRAIN ! FILTER FABRIC ) WITH PERVIOUS GRAVEL OR SAND { CONFORMING TO M.02 GRADATION "C" ELEVATION 6'�MIN. • ° (SEE NOTE) O.D. I PLAN VIEW LV PIPE 1' YARD DRAIN DETAIL 12' SAND MIN. a 4 SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT NOT TO SCALE SECTION � I STONE °• � NOTES • ! •. �1 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE 6' MIN. PLACEMENT do CONSTRUCTION OF NECESSARY PG, VI-46 A SYNTHETIC FILTER BARRIER PROPOSED GRADE 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 1' 2'-6' 1' N07 TO SCALE 0.5 TO 0.1 SEC-' AND AOS OF 0.43 Mr1 TO 0,22mm AND SHALL PIPE - IN GROUND WATER MEET AASHTO M288-96 I• PAVEMENT SECTION OR DIMENSIONS C) LANDSCAPING (SEE PLANS) DIA. A B C D E F R-1 R-2 I 12 4 2-0 6'-0 3 8" W-0 3 8' 2-0 1'-7 15 16' 1'-0 1 4" 9 -6 2'-0 5 16' 1'-0 1 2' 11 24" 9 9 2 3'7 132 2'-6 8'61 71 2 4-0 2'-9 351B' 11-4 13 16 1 -2 I D + z' TYPICAL SANITARY SEWER 30" 1'-0" 4'-6" 1'-7 3/4- 6'-1 3/4- 5'-0" 3'-1" 1'-6 1 2' 1'-3' WARNING TAPE - MIN, 12' 36" 1'-3" 5'-3" 2'-10 3 4 8'-1 3 4' 6'-0" 3'-t1 13 16 2'-0 5 6 V-8" TRENCH SECTION j 42" 1 -9 5-3" 2'-11 8-2 6-6 4'-5 7 8' 2'-3 1 2' 1 -10 MAX. 24' ABOVE PIPE 48" 2'-0 6-0 2'-2 8-2 7-0 4'-8 1 2' 2'-4 1 2' 1 -10 NOT TO SCALE DEPTH T❑ INVERT APPROVED BACKFILL PLACED AND ! COMPACTED IN 12' LAYERS VARIES SEE PR❑FILES (❑R AS ❑THERWISE APPRO.--D) Y NO STONE LARGER THAN 3' �o�a�oy 410 12' I 12, MIN. L2' SAND BEDDING PLACED AND X 1'-6' X � --,,—COMPACTED IN 6' LAYER; /� /� I NO STONE LARGER THAN 1.1 MATERIAL SHALL R- MEET D.O.T. M2.05 I.D. 'I Stone On Filter R-2 j Fabric 6'MIN, o000or ononono00 Marafi 140(N) Thick Min. R1 ' it BEDDING/4' CRUSSHEDUS STONE BEDDING MATERIAL ITABLE NATIVE MATERIAL DR V-6' F Construction Exit Pad IN ROCK EXCAVATION OR IN UNSUITABLE AS DIRECTED MATERIAL AS DIRECTED BY THE ENGINEER. Y � MATERIAL SHALL MEET D.O.T. M.02.1 N.T.S. FOR 3/4' STONE. 11 BACKFILL TO SPRINGLINE OF PIPE PLAN SECTION Y— Y WITH 3/4' STONE WHEN USING P❑LYTHYLENE OR CPP PIPE II I D { C B (I STORM DRAIN TRENCH DETAIL e �'e"T 1 E N.T.S. I!I f DIA. + 1' i MIN. I� FINISHED GRADE 2' POURED CONCRETE CUTOFF WALL �— LOAM OR PRE CAST SLAB, I ANCHORED TO CULVERT END VARIES END VIEW MIRAFI 140N FABRIC '- CLEAN FREE 4 4. • ' DRAINING SAND S E C T I❑N X—X 18" MIRAFI 140N FABRIC ® REV. 9-20 00 NO CHANGES THIS SHEET ! REV. 9-11-00 ZONE & NEW ADDRESS ADDED TO 777-LE BLOCK lI MIRAFI 140N FABRIC A. . —1 2" WASHED STONE NOTES: Detail Sheet „•�.. JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT ! • \ HARD PAN 3� AS REQUIRED TO CONFORM TO PIPE. j Prepared For �! 18" � '' \ \ 4" DIA. PERF. PVC WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS.•� ;.. ...� � •. ,.. STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE COMPACTED Wayne Gerlt I I 6" �•. \ 6 MIL PLASTIC SHEETING MATERIAL OR 12" GRAVEL BASE. Maple Food ON SEPTIC SYSTEM SIDE i MIRAFI 140N FABRIC 1 2" WASHED STONE CONCRETE CULVERT EN® 2600 Ellington Road — Rte. 74• (ZONE RR) South Windsor, Connecticut NOT TO SCALE !� NOTE: IN AREA OF HOUSE FOOTING, SAND FILL OVER CURTAIN DRAIN TO BE COMPACTED TO 95% MODIFIED 1 PROCTOR. J.R. RTSS O & AS c®CT A c t� w rn CURTAIN DRAININ Land Surveyors & Professional Engineers rn 1 �`- I N.T.S.0) 1 a6P. 1 SHOHAM ROAD I EAST VANDSOR. CONNECTICUT 06088 � • m c :;� so ;A (360) 623-0569 FAX (860) 623-2485 z3 •• � a'U� 3 • 10.080 ^;®^ BY SCALE DATE SHEET CHECKED INO. KLG/LF/DPS N.T.S. 8-11-00 3 0f 3 JRR 99109 c0 U U ---------------------- H Uj N/F Elaine D Gerlt 11.75 Ac. 11 --— —— ---- —— —— N34'02'28"E Lot 4 ' , , ,• / ° 00 ko to 95x1 50'REAR LINE / it 210 3 LIMIT OF REGULATED AREA ' ' �/ ,' l /� 1r ` H \ FROM WETLANDS (TYP) .-3,<3'25'03"W NIFf Manuel R. Fonseca,-Jr. I Stanely C. & Rosy. M. Smith - --- --- - 2(,6 / IPIPE LOCA'nON FROM I + Remaining Land of � ,' 7 I / DESIGN PLANS. \' N/F Elaine D. Gerlt 11.75 Ac. ' # ,'� l (SEPTIC TANK, PUMR � CHAMBER, D-BOX AND 9 // ,• J- /� GALLEY WERE F/ELl'� LOCATE.) / u AS—BUILT LOCATION OF SEWAGE DISPOSAL SYSTEM 290 (TO BE MEASUREL BY INSTALLER PRIOR TO BACKFILLING) W Qo Ct .` 28C 282 284 7 - ca o 272 274 276 •�' / 286 ` DISTANCE FROM SEPTIC o 1 1 2 3 4 5 6 7 8 9 10 I � � \ /278 /' SYSTEM COMPONENT K PRECAST/1000 GAL. RESIOENTIAL SEPTIC,TANK (PUMP' Cl/AMBER) BUILDING CORNER "A" 55' 68' "64' 260' 265' 198' 284' BUILDING CORNER "B" 31' 50' ='23' 219' 224' 166' 230' FI=276.*t --\ i i -- -- - I BUILDING CORNER C f I. 287x2 A l " I I I / 150�GAL. SEI i'C TANK II / , _ I Reference Man; 283x8 16 f o "Topographic Plan Resubdivision Maple Wood Ellington Road Rte. 74 South Windsor, Connecticut Owner/Applicant Elaine D. Gerlt 10 Robin's Wood Way DECK 4 5 288 South Windsor, Connecticut" 1"=40' 3-23-00 Rev. 6-9-00 Class A-2 by J.R Russo & Associates, Joseph R. Russo, L.S. 287x0 LU 5' 22.8-+ i is 2 ' 68' x , Notes .10000, aG ' FIN. FLOCi? Al 1 1. Parcel is not located in a flood hazard zone, Panel No. 090036 0002 B. r���r,1� n GARAGE=286,9 N r1 ', 12",'ADS P? E J + `� h y 2. Portion of the parcel is located in inland wetlands as mapped by Bruce C. t EXISTING HOUSE 4 N/F Laskey, Soil Scientist on September 6, 1994. FL t275.6; FIN. FLOOR Et V.=289.8 I, u - Manuel R. Fonseca, Jr. 139'1 t 24' v> ELEC. q 3. Elevations and Bearings are based on the Reference Map. 4T• / ,' �` / ,' , 44' METER �+ 286x9 STEPS 287x( j y 291x0 4. Underground utility, structure and facility locations noted hereon have h �. been compiled, in part, from record mapping supplied by the respective j so �tlrtc>yc uN� , �`� ;! utility companies or governmental agencies, from parole testimony and r � \ �/ �, , 29Q from other sources. These locations must be considered as approximate f j..? in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size, 286x4 ' '! - location and existence of all such features must be field determined and ? CURTAIN DRAIN LOCATION FROM DESIGN PLANS __1_ _•_h -,-- � — "" _ ^ verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. o' 292 LEGEND �� , - V A=90°00'00" T CONTOURS / ,' / '/ � /24" PVC ' _ ! i R_20.00' - - --230 EXISTING CON OU ; / �� YARD DRAIN - J __ L 31. 2' 1. 12-19-01 JAJ JRR FOOTING DRAIN, UTILITIES, DECK, & STREET ADDRESS # ADDED.y 230x I EXISTING SPOT GRADE ' / TF=281.3 ,_ -_ -294 FL=279.1 (4) 300 NO DATE BY APPR. D REVISIONS EXISTING 7REE LINE / ` / ' FL=277.7 (12") /� j -�+� As Built Plan -250.00 298 , .- 1 - — -W- — - EXISTING WATER MAIN 'S34°02'28"W — —�—�— Prepared For - —OHE.T— - OVERHEAD ELECTRIC, PHONE & TV N7RES -'��`�`^- / /' 282 6 16't ,. .�' .� � / � , EXIST WE7LANDS LIMIT - DRIVE / T - - / W- -- - - - , - -W- - - - - - - - - - w- --I- - - -- - -w- - - - - -- - -I- ' - - - ` - - - - - ,' Wayne Gerlt #5® WETLANDS FLAG EX1ST. EDGE PVMT. tTY7') ; � � '�/ � ; � I I' � Maple Wood o©4..(. " PROPERTY LINE 1 APPROX. LOCATION — , ® EXISTING IP EXIST. WAIER,'MA/N i LEXlST. DRIP ENCL/ROACNES 2620 Ellington Road Rte. 74 (ZONE RR) ,' , � , , 4; I I OVER PROPERTY LINE a UT/CITY POLE EIZin ton Road Rte. +74 South Windsor, Connecticut I / y f I HYDRANT ` r SNET The items so noted on tPi;: plop have been verified �- 3759 -_ m SIGN ' -0' -- HY.0 SIGN in the field as to locatior, elevation, and completeness. a � �� A ���` A� � Q b ,- -� - SNET The following listed items c're the only deviations from v DRIVE 1 /'290 DR 9 Y the original plans opproveJ by the Planning and Zoning c Land Surveyors & Professional Engineers 286 - Commission and staff approved change orders: GRAPHIC SCALE — Retaining wall off driveway turnaround not built as - rn 282 of 9-8-01. t wrrrr 0 20 0 10 20 40 so This survey and mat) has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the r+ �.+40 Fy00N � 1 SHOHAE+� ROAD � Regulations of Conn-cticut State Agencies - "Minimum Standards for Surveys and Yaps in the State of - - -` � Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is an Improvement ,�4,�`+w SOR, Co+�N EAST WN® ECTICUT 06088 Location Survey based on a Dependent Resurvey conforming to Horizontal and Vertical Accuracy ZOO � �� ( IN FEET ) Class A-2 & T-2_- _ (86®, 623-®569 3 •e - FAX: s[ 50) 62 -2485 1 inch = 20 ft. r'-'� ( n _ r z This document and copies thereof are valid only if they bear the live signature and embossed seal of 'G�q �e@ s AA! `e +`' ry the designated pro...ssional. Unauthorized alterations render any declaration hereon null and void �`'�.,�o x `.���L�''� !}BY SCALE DATE SHEET CHECKED N0. 'f9 T ✓AJ 1"=20' 9-10-01 1 of 1 JRR 99109-AB 0 ® DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby. l BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE Bldg. Permit# A a 644-2511 ext.230 Date Building Inspect Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F7Ten_antDesijgnation Street Lot No. Over$1,000— $15.00 per$1,000 or any fraction thereof Apt.No. APPLICANT 7, APPLICANT ADDRESS APPLICANT PHONE# c <8 W N S Fq OWNER OWNER ADDRESS Ci+r� �^ �G 2 D Cl/01, 26- OWNER PHONE 271-1 C ' " ESTIMATED COST$ IS THIS A CONTRACT COST? —Yes �oNo FEE ENCLOSED$ 3 5 '0 TYPE OF JOB: y OR.C _New Installation Alteration/Addition/Repair GO Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A SIDEN'TIAL BUILDING PERMIT APPLICATION? O YES 0 NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY 0 MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY 0 INSTITUTIONAL 0 FACTORY ENGINEER'S NAME PHONE 0 STORAGE 0 GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS�_ REMOTE DISCONNECT REQUIRED? ❑YES 0 NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE BEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK c 4« 7'9 2C) c7 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 2 2 s 72 6�-l 67- CONTRACTORS LICENSE NO. TYPE STATE L �R� SIGNATURE OF APPLICANT c�% �� /`' DATE i �7� TOWN OF SOUTH WINDSOR AFFIDAVIT OF ACTUAL COSTS PERMIT NO: DATE The undersigned,being a duly authorized representative of, PG; L rrL do by this statement, certify that the actual costs shown below, of the project referenced by the Permit Number shown above,are true and accurate. This statement is being made pursuant.to the Town of South Windsor Ordinance,Article II, Section 14-31, (a)thru(e),(see attached). I understand that verification for accuracy of actual costs may be made at any time by the Building Official through an appraisal of the work at the expense of the property owner. hereby certify that the'actual cost of the work performed under this permit is: $ JP Signature of Permit Holder. Name(Please Print) Date: �`ir 1 l 5 � lo- IV ■■rwrrwrrrrwwwrwrwwwwwrwwrrrwwwrrrwwrwwrrwwwwrrrrrrrrwrrwwwwwwwwwwrrrwwwwrr�wwwr■ State of Connecticut] ] ss South Windsor Date: County of Hartford] Personally appeared , as aforesaid, Signer and sealer of the foregoing instrument and acknowledged *the same to be his/her free act and deed, before me. Notary Public Commissioner of the Superior Court My commission expires on Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application_is_hereby: TOWN OF SOUTH WINDSOR - BUILDING DEPARTMENT APPR� 1540 SULLIVAN AVENUE Bldg.Permit# L'q 644-2511 ext. 230 — Date BuIring Inspector Application must be printed or typed FEE SCHEDULE 11 Location of Job: 2� Ze ��� Tv c/ _ $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT D APPLICANT ADDRESS �' f -j—rcl A A" /�ye' APPLICANT PHONE# o ( S— O W N St OWNER i q< OWNER ADDRESS —_?�'Z G I I(h s n -z R OWNER PHONE C C ESTIMATED COST$ : ©l7 n s * IS THIS A CONTRACT COST? _Yes LO No fo �(✓ FEE ENCLOSED$ 3 0 - o TYPE OF JOB:SOR-C o _New Installation tl�A►lteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL � ❑BUILDING PERMIT APPLICATION? ES NO ❑BUSINESS CURRENT USE AND OCCUPANCY L131i s e ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK rrw� h c� THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. YPE STATE SIGNATURE OF APPLICANT DATE A4"-e ��� TOWN OF SOUTH WINDSOR AFFIDAVIT OF ACTUAL COSTS PERMIT NO: R aZ 1`t i DATE 2—"1"0Lc'St The undersigned,being a duly authorized representative of, F(LGC-0 o+n L 11`'rS— do by this statement, certify that the actual costs shown below, of the project referenced by the Permit Number shown above,are true and accurate. This statement is being made pursuant.to the Town of South Windsor.Ordinance,Article II, Section 14-31, (a)thru(e),(see attached). I understand that verification for accuracy of actual costs may be made at any time by the Building Official through an appraisal of the work at the expense of the property owner. hereby certify that the*actual cost of the work performed under this permit Is: Signature of Permit Holder. Name(Please Print) S ff/NE 01L3Xj6v -Date: ZY o"9 ■■rarrrraraaaarraaarrraarrrrrarrrrarrrrrrarrrarrarrrraarraarrarrrarrrr�rarraarar• State,of Connecticut] County of Hartford] ] ss South Windsor Date: Personally appeared as aforesaid, Signer and sealer of the foregoing instrument and acknowledged"the same to be his/her free act and deed, before me. Notary Public Commissioner of the Superior Court My commission expires on Telephone:(860)774-0736*FAX:(860)774-1202 854 Providence Pike*Danielson,CT 06239 ,e, Cr uC•ooiro April 23,2009 Building Official Town of South Windsor 1540 Sullivan Avenue South Windsor CT 06074 To Whom It May Concern: Please accept this letter as my authorization to have Shane O'Brien to apply for a local building permit for the installation of(1)Vertical Wheelchair Lift, Model BC-42, manufactured by the National Wheel-O-Vator Company to be installed at the following address: Aris Hall 2b20 Ellington Road South Windsor CT The contract amount of this project is$14985.00. Thank you. Sincerely, Thomas J. O'Reilly CT R-1 Elevator License#400100 "Freedom From Barriers At An Affordable Price" * Stair Lifts * Wheelchair Lifts * Residential Elevators Electric;�` '6O o�L APPLICATION FOR BUILDING PERMIT Plumbing# 2620 Ellingtot Rd Date: 7—Z-0g HVAC # 900001F --- Sprinkler# FINAL APPROVALS i -, Estimated Cost $— ,b[�_ba Building Permit Fee $ �6. g =�SIGN BOXED AREAS Occupancy Fee $Engineering RINT ONLY Eng. Insp. Fee $ AffidavitVERSE SIDE Appr. for CO. J Total Fee $ A?aAT 9 — TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $TO The undersigned hereby applies to do work according to the following: Applicant ?/A r- 4f-&> ��- Location of Work 2-420 E//, Lot No. Applicant's Address /2,7 /ft i oa c..0 lL.jy1_ Tel.# YPC L -_729 G Yf9 Town ��L✓�vG_=�,✓ C�1� Zip 04 0 Z j Lic.# -rZ2 S-Z I Hic Owner >R i xi ` Architect L�►�.�, � ,,/}xe yes y 7 R- Owner's Address 26 ss 2a �i,..� � Architect's Addre f�L ;t .Sum Zip 01. 2 ' yfe5T Co- Zip 06,07 Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit �.;�f r,•"�., .yv,su�I.. C.a., v --'w City Water Well❑ Septic System Sewer C .4ND 76 Ins: HO SP Cert. ea Basement Garag 93 Approved b Dat 'o Use Group Construction Type _ Revised 6102 b05� I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all str t lines,side yard lines,and required distances from all other zones and is located in which this building and its use allow Signed I hereby apply for a Certificate of Occupa y for the work describ n this ap tion for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 2620 Ellington Road Date: 2' f-li.-000 Y HVAC # Sprinkler# 9 0 0141 FINAL APPROVALS --F000- SIGN --------- -- ----- ----- ---------1 Estimated Cost $��/`r$�-� Permit Fee $ _2 y2 T Building PLETE RED BOXED AREAS Occupancy Fee $ i(.EngineeringTYPE OR PRINT ONLY Eng. Insp. Fee $ A r. for CO. ON REVERSE SIDEAffidavit pp Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant ff.� �o► 1 0 FTS Location of Work 420 9-L)N47'0 N IZQ- Lot No. Applicant's Address ,551 PWi WCe. F')JeC - Tel.#("W 71Y- o ZAi Town DA-w4I6Livl'j _Zip 0623c? Lic.# 9-1 4Wloco Owner AAS WALL. Architect 7_IMrr4E9jW4rV /43s0c1$�1ES Owner's Address Z O €LL'N6 to i 90 - Architect's Address $1 RAlE.ID&C- K.0 SOVrN wtM�sC+L, Gr- Zip oko wc-5t- hAevrft," . C.,r. Zip 0(0107 Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit G41tee .cl no L.IF't ms",L -n-mrJ City Water❑ Well[] Septic System❑ Sewer❑ 6 AND Ins: HO SP Cert. ea Basement ara e 393 Approved by Date Use Group truction Type' Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed ►— I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed 5-- DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS t O'MN SF� C . Y Tiov � V/ S uM (/ ?d&U&Olt s Z �r� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 l�Osoe•co TELEPHONE(860) 644-2511 February 3, 2009 The Bullock Co., Inc. 123 Middle Road Ellington, CT 06029 Re: Proposed bathroom renovation at 2620 Ellington Road, South Windsor,CT To Whom It May Concern: A properly functioning septic system is essential for the occupancy of your home. Section 19-13-B100a of the Connecticut Public Health Code requires that property owners demonstrate that their property contains a suitable septic system repair area before building permits for building conversions, change of use,building additions, accessory structures(sheds,decks, gazebos,detached garages, etc.), and pools can be approved by the local health department. Also, all building additions, accessory structures and pools must be located the required distance from the existing septic tank and lcachfield. The puipose of these requirements is to protect your existing septic system and to ensure that properties do not become overdeveloped to the point where a septic system repair or expansion would be hindered or limited. Please submit the enclosed B-100a application for our review. If you have any questions,please call the health department at 860-644-2511, extension 248. Res ectfu y, Robert De Vito Environmental Health Officer CC: Christopher Dougan,Building Official Patricia Hall, Owner I Color Selections _ • _ _ • , Pearl White Architect White Lentan Brown Texture Gray Black Texture Texture Optional Color Optional Color Optional Color Optional Color Optional Color Standard Color FSV Package -The fastest screw driven vertical platform lift (VPL) available in the market today. The FSV package allows for travel speeds up to 30 feet per minute details. Verticalon all of our Acme Screw Drive VPLs . Contact your local dealer for Platform Standby Power Package - We provide the optional standby power package on all our vertical platform lifts. It allows the VPL to be raised or lowered under emer- Lifts _ gency battery power. k Extruded Aluminum Enclosure - For those seeking a vertical platform lift with a contemporary look and feel, an extruded aluminum enclosure package is available for our Model CDE and PCDE vertical platform lifts. This package includes an aluminum handrail, complimented by a stainless steel grab rail and call/sends. Architect White Standard Color for Extruded Aluminum Custom Lifts W" National Wheel-O-Vator specializes in manufacturing customized vertical platform liftsto fit your needs, wants, or desires. In addition to offering a complete line of vertical platform lifts,National Wheel-O' Vator also provides top of the line inclined platform lifts, residential elevators and com- mercial LU/LA elevators. A~ , "Providing our partners unequalled value by offering products of the `~ • highest quality, complimented by unrivaled customer service" ti I The National Wheel-O-Vator Co.,Inc. 509 W.Front Street Roanoke,IL 61561-0348 - ' * -- " Ph: 888-353-8898 Fax: 309-923-5091 CALL TOLL FRFf Architectural Support: 800-968-5438 818-8 S 6 L I F TS ,09 -Dn- Email: sales@wheelovator.com 8 8 8'6 6&4 3 8 7 r Web site: www.wheelovator.com FAX:(860)774-1202 Industry 854 Providence Pike Danielson, CT 06239 Leading Year I VPL 612004 I Vertical Platform Lift - Guide Specifications 14420/NAT Vertical Platform Lifts Buyline 6071 Vertical Platform Lifts are installed in both new and existing constructions. Below is a general guide speci- National Wheel-O-Vator is on the cutting edge with its engineering and design of accessibility equipment. fication containing performance and descriptive requirements which apply to a variety of standard and custom We are a respected national leader in the manufacturing of quality built vertical platform lifts. Whether access National Wheel-O-Vator products. is needed for indoor or outdoor applications, our vertical platform lifts are a safe, economical, and space effec- PART I -GENERAL D. The mainframe support tubings shall be a combination of five way to overcome accessibility barriers. Each unit is manufactured to conform to ANSI A 18.1 safety guide- 1.1 REFERENCES square and rectangular steel tubing with a minimum .120 wallA. The lift shall be designed and tested in accordance with thickness. lines. In commercial applications, our lifts satisfy the requirements of the ADA laws when properly installed. ICC/ANSI All7.1,NEC and ASME A18.1 E. Carriage arms shall be a minimum of 1"x2"steel flat bar If an existing architectural barrier is an issue, National Wheel-O-Vator is capable of customizing the vertical B. All designs,clearances,construction, workmanship and instal- along with 1/2"thick steel flat bar uprights. Cam rollers shall be platform lift while maintaining the durability and dependability individuals have come to associate with our lifts. lation shall be in accordance with the requirements and code used for axial carriage guidance and wear pads used for horizon- Our design and engineering experts can produce a vertical platform lift to meet the needs of most building appli- adopted by the authority having jurisdiction. The platform lift tal stability. On Hydraulic units,cam rollers shall be supported cations. shall be subject to local,city and state approval prior to and fol- by a minimum 6.25#/ft. "T"rail with tongue and groove ends lowing installation. mated at the split sections of the machine tower. 1.2 SYSTEM DESCRIPTION F. Upper and lower limit switches A. The product described herein, manufactured by The National G. Upper final limit switch Wheel-O-Vator Co., Inc., is a vertical platform lift consisting of a H. Secondary safety nut(Acme Screw)or Slack Chain Device Model BC- Acme screw drive machine tower with a lifting platform, selected and dimensioned (Hydraulic) to provide adequate lifting height to suit the individual building I. 24V low voltage controls Model HBC - Hydraulic drive requirements. The lift can be used either indoors or outdoors to q J. Grounded electrical system The BC and HBC models are manufactured as an unenclosed lift. This unit is often installed within a verti- vertically transport a wheelchair user or mobility impaired person K. 42"side guards(36"residential) over a barrier creating access to or within a building. L. Non-skid platform and access ramp cal runway built by others. In some commercial settings, where the travel distance is less than 5 feet, a BC or B. Performance M. Platform safety pan or runway enclosure HBC may be installed without a vertical runway. Because of its versatility, this model can overcome accessi- 1. Rated Load: 750 pound capacity N. Emergency stop button bility barriers in a variety of different settings. Common applications include: churches, libraries, restaurants, 2.Travel Speed: Acme Screw-9 fpm(FSV 30 fpm opt.), O. Top and bottom landing gates/doors provided with combina- and schools. Hydraulic-20 fpm tion mechanical lock with positive opening electrical contacts. 3. Lifting Height: (Local code may vary) 1.3 QUALITY ASSURANCE P. Grab rail A. Manufacturer: A company with not less than fifteen years of Q. Machine Tower experience in the design and fabrication of vertical platform lifts. 1. Acme Screw: Machine tower structural side plates B. Technical services: Manufacturer and authorized dealer shall shall be of 12 gauge steel and front and back covers work with architects,engineers and contractors to adapt the plat- shall be 18 gauge zinc clad steel minimum form lift product to the design and structural requirements of the 2. Hydraulic: The removable machine tower sides y building, site,and code requirements. shall be of 16 gauge zinc clad steel and front and back 1.4 WARRANTY covers 1 co e s shall be 18 gauge zinc clad steel minimum. The � g g A. Unit shall have a four(4)year limited parts warranty on the machine tower shall be split for ease of installation with basic unit, including all electrical and drive system components. bottom section of tower no taller than 69 inches. PARTS 2-PRODUCTS PART 3-EXECUTION 2.1 MANUFACTURER U.S. OWNED&OPERATED 3.1 ACCEPTABLE INSTALLERS A. The unit shall be manufactured by National Wheel-O-Vator,as A. Subcontractor Qualifications: A company that is listed as an distributed by authorized National Wheel-O-Vator dealer. 2.2 FABRICATION B. Electrical devices, services and final connections shall be by A. Drive Systems: a qualified electrician. 1. Acme Screw: Motor minimum of 3/4 HP, instant 3.2 INSTALLATION reverse, 1750 RPM, 115 VAC,single phase(220 volt A. Unit shall be installed and operated in accordance with the Each vertical optional). Back-up safety nut and auto-lubrication sys- ICC/ANSI A117.1,NEC and ASME A18.1 Guidelines. lift is equipped tem. B. Coordinate work with general contractor. National 2. Hydraulic: 24 VDC 1 1/2 HP. Drive= 1:2 leaf chain C. Leave standard electrical connection drawings with electrical Wheel-O•Vator with a constant hydraulic with type"A"instantaneous slack chain safety contractor to make final electrical connection. ST°°/RLRRM pressure switch device. D. The installation of the vertical platform lift shall be made in °S"s.°° National Wheel-O-Vator can supply a upMULL RUM and an emer- B. Platform shall be constructed of 12-gauge minimum zinc clad accordance with the approved plans and specifications and the gency stop but- steel. If unit is not installed in a 3"pit, a stationary ramp shall be manufacturers installation instructions. wide variety of flush mounted (fire rated ton. An optional stainless steel face provided that extends under the lower landing gate/door. 3.3 FIELD QUALITY CONTROL or non-fire rated) doors. Local codes plate with emergency platform lighting C. Platform side panels must be 42"high. Side panel framework A. Load the vertical lift to rated capacity and test for several and regulations will specify the a of shall be a minimum of I"x I 1/2"x .065 steel tubing for indoor cycles to insure proper operation. No mechanical failures shall g p fy h'P is also available. units and I x I 1/2x .125 aluminum tubing for outdoor unit. Solid occur and no wear that would affect the reliability of the unit door permitted in your area. b r infill panels shall be a minimum of 24-gauge zinc clad steel. shall be detected. Note: Specifications are subject to change. 2 7 Drawings Model CDE -Acme screw drive 14420/NAT Model HCDE - Hydraulic drive Buyline 6071 UPPER GATE 1Y'SHROUD `_[PoGHT HAND PLATFORM GATE -w SNRDUO -UPPERIIGH14ND PUTS HAND CDE/HCDE models are manufactured LEFT HAND /! =_ 4%T/7C LOWER GTE`£" ""° with a steel enclosure for indoor use. For 5 --- outdoor applications, aluminum tubings tc_ _ 49 1/ A -�� � are available to extend the life of the unit. PLAN"IrvPL"VIEI This model solves accessibility needs a5 ENCLOSURE [-(41 ,12 TG,-i 42 GTE without having to build a verticalrun- UPPOt 611E �`� way. 1Y + 2�'l UPPER GTE ,-w•SHROUD-1 F-W SHROUDS, i PLATFORM LOWER GTE I I J+ PLATFORM O LOOM x GTE W & O o m PLATFORM GATE I I = N II t II I I II �� I ❑ �i I I � ElFL RAMP I I v I j - - --- - - �SS 1/2--1 STAnDNARY Is6 1/2 49 1/2--� } IS 51 3/I RµP 53 SHAPT 66 86 3 FRONT VIEI SIDE VIEW FRONT VIEW SIDE WNWCDE/HCDE Model 3-Gate BC/HBC Model . � 4 LOWER GTE "SHROUD UPPER GTE LOWER GATE ISHROUD UPPER GTE LEFT HAND / �RICHT HAND LER HAND / `RIGHT HAND1� / ►2 42 � � � n 51 ,� `I PLAN VIEI PLAN VIEW t5 ENCLOSURE F�45 ENCLOSURES a2 GTE I1--a2 GTE--I -I RF10G1/55 PUDUAASS - s = \ 7a PLDUGIASS Ir--'W'SHROUD I _ 'C___� I ., III W'SHROUD-1 LOWER ILOMI I GTE GATE DATE x LONER. % GlE _____�T__ J o LOWER _ ___" _ _ rx I •� I 5 - I I PIDGGWS 1 C i i � - ❑ pCR PNIEL I ❑ _ _____ _ _ J L 53 1/2 I SrAT10 L+W1' I _ 55 1/2 _J 53 1/2 SLR I 55 1/2 RNIP 85 1/2 85 1 FRONT VIEI SIDE VIEI FRONT VIEW SIDE VIEI PCDE/HPCDE Model CDE/HCDE Model 2-Gate Please note: All units are shown with equipment dimensions only and are subject to change. Changes in platform size and configuration will change dimensions. Additional room for running clearances will also be required. - The drawing dimensions will increase with the FSV(Fast Speed Vertical)package. MODELS RE*, BC, CDE, PCDE ACME SCREW DRIVE Shroud Dimension "W"All Units 36 1/4" (0.92m) MODEL 24(RE ONLY) 42 60 72 96 108 120 144 V n MAX.LIFT HEIGHT 27"(0.69m) 45"(1.14m) 63"(1.60m) 75"(1.91m) 99"(2.51m) 111"(2.82m) 123"(3.12m) 147"(3.73m) Units can be fully enclosed to add aesthetic appeal, as .. SHROUD"X" I 46"(1.17m) 64"(1.63m) I 82"(2.08m) I 94"(2.39m) I 118"(3.00m) 130"(3.30m) 142"(3.61m) 171"(4.34m) well as, protect the user from inclement weather. In such MODELS HBC, HCDE,HPCDE 1:2 CHAIN HYDRAULIC DRIVE Shroud Dimension "W"All Units 41 3/8" (1.05m) cases, optional lighting and a ventilation system may be -�- MODEL 24(RE ONLY) 42 60 72 96 108 120 144 required. MAX.LIFT HEIGHT NA 45"(1.14m) 63"(1.60m) 75"(1.91m) 99"(2.51m) 111"(2.82m) 123"(3.12m) 147"(3.73m) SHROUD"X" I NA 69"(1.75m) 87"(2.21m) 99"(2.51m) 123"(3.12m) 135"(3.43m) 147"(3.73m) 171"(4.34m) J REFERENCE: *RE AVAILABLE IN 24, 42, 60, 72 MODELS ONLYI LIFT HEIGHT MUST INCLUDE PIT DEPTH, WHEN PITTEDI 6 3 Model PCDE -Acme screw drive Model RE -Acme screw drive 14420/NAT Model HPCDE - Hydraulic drive Buyline 6071 `.. The RE model unit is designed with the home- owner in mind. This lift is similar to the BC model; however, the platform side guards and gates are only 36" tall, thus making the unit "for x iiu residential use only". •a� E The PCDE and HPCDE models come equipped with a factory supplied enclosure with clear or tint- The RE model is an affordable alternative to lengthy, costly, and unsightly ramps. The lifting heights of 24", 42", 60", and 72" will satisfy most applica- ed acrylic panels. These attractive models allow light into the runway, which permit the user to see tions. For heights greater than 72", a BC model may be used. outside the unit during operation. This is the only differentiating feature between the PCDE/HPCDE models and the CDE/HCDE models. ..... ;a Model BC Portable Vertical Platform Lift The portable vertical platform lift can be an ideal solution for access to a stage or platform. Since the unit is mobile, it can be moved when access to the stage in not necessary, and the room needs to be used for other func- tions. In some cases, a variance may be required. Low Profile Carriage We encourage all vertical platform lifts to be installed in a pit to enhance the usability of the lift. However,many Low Profile Carriage applications cannot be pitted and a lower level ramp is 36 SHROUD - a required. Ramps are typically 24" to 30" long. ----- --- � � --- -- 9 r§ I Our "low profile carriage" option is available on all I enclosed vertical platform lifts. This feature reduces the lower landing height by approximately 50%. National Wheel-O-Vator's design reduces the ramp length to 16"in r new construction and allows a ramp as short as 10" in LOWER ___TT _ _, ITexisting construction. This feature decreases the total . ' space required and greatly enhances user convenience. (Industry Standard 30"Ramp — �,,. 1/2 The portable lift is equipped with wheels and a jack to raise the unit to move it. The unit can be fitted with L"" -1 — Y"'"' 65 ,/i externally adjustable limits to make setup easier. A typical application is a school stage in the gymnasium. a 5 T. iNational S0°W.` LU tS 5W W.F ua,as 615e1 'vijheelo��ator ,-wo-u,-em NOTES �:NONE p°E 1-19-09 °h ELECTRIC JCT. BOX FOR: ELECTRIC JCT. BOX FOR: 1) FIELD ELECTRICAL CONDUIT AND CONNECTIONS TO MACHINE HOUSING, Bo SHROUD FORWARD LT UPPER CALL/SEND LOWER CALL/SEND DOORS/GATES TO BE INSTALLED BY OTHERS. ,om,ML m wW POWER TOUPPER LIFT LOWER GATE 2) CALL/SEND CONTROLS —MOUNTED AND WIRED. M *° °"� 3) UPPER GATE/DOOR MUST BE ALIGNED WITH CENTERLINE OF PLATFORM. THIS LIFT DOES NOT FULLY COMPLY wffH ATU 4) THERE MUST BE A MINIMUM OF 6' 8" OF CLEAR HEADROOM SPACE ACC ICC/ANSI DUE TO THE LACK OF POWERC CATS/DOOR SHROUD ABOVE THE TOP LANDING. OPEJUTORS. UPPER GATE A VARIANCE OR LOCAL AUTHORITY LEFT HAND 5) FLOOR AREA BENEATH WHEELCHAIR LIFT MUST BE SMOOTH AND LEVEL APPROVAL IS REQUIRED. FOR PROPER OPERATION OF MACHINE. FLOOR BELOW LIFT BY OTHERS. AWN UPWIES 0 "� � sWn,rH w/�s,oP 6) PROVIDE BACKING FOR SUPPORT OF THE MACHINE HOUSING. THE UPPER w L- LANDINGcq HOUSING MUST BE FASTENED TO THE WALL BEHIND. WALL AND ,�� rn° NOR CE BACKING BY OTHERS. su 7) ALL LIGHTING BY OTHERS. PROVIDE NOT LESS THAN (5) FOOT CANDLES. to t ss 8) PROVIDE SMOOTH, SOLID BARRIERS BOTH SIDES OF LANDING _ 1 55 CLR GATE/DOOR WITH SUFFICIENT SUPPORT STRENGTH —BY OTHERS. -t— SPECIFI CA TIONS �---48 GATE DRIVE: ACME SCREW WITH DRIVE SCREW SAFETY DEVICE PLAN VIEW CAPACITY: 750 LBS @ 9 F.P.M. II II MOTOR: 1750 RPM, 3/4 HP, 115VAC, 20A, INSTANT REVERSING—SINGLE PHASE \ POWER SUPPLY: 115VAC, 20A, SINGLE PHASE, 60HZ LOWER GATE \ LEFT HAND LOW VOLTAGE: 24V CONTROL CIRCUIT \ PLATFORM: 39 X 56 NON—SKID SURFACE MANUAL OPERATION: IN THE EVENT OF A POWER FAILURE, THE UNIT LOWER CAN BE LOWERED MANUALLY BY AN ATTENDANT (WRENCH PROVIDED) LANDING BAKED ELECTROSTATIC APPLIED POWDER COATING —PEARL WHITE TEXTURE PLATFORM SIDE ENCLOSURES 42" HIGH EMERGENCY STOP 43"W X 31 "H SHEET METAL FASCIA UPPER GATE W/CLEAR PLEXIGLASS INSERT —LEFT HAND UPPER GATE LOWER GATE 80 1/2" LOWER GATE W/CLEAR PLEXIGLASS INSERT, NOT SHOWN NOT SHOWN ELECTRIC STRIKE INTERLOCK —LEFT HAND 2 EXTRA STATION SWITCHES —TUBE MOUNT ``' SHROUD ADA PHONE —WIRE ONLY a 90 DEGREE EXIT LEFT w Of ~ PITTED INSTALLATION o w INDOOR UNIT EL FINAL LIMIT ° GRAB RAIL � Elo N THIS LIFT DOES NOT FULLY COMPLY04= o `r I WITH ICC/ANSI A117.1 DUE TO THE _ °-�° SIDE \ PANEL I LACK OF POWER GATE/DOOR ,n 0 W PANEL 04 U OPERATORS. � _j �, � N �r A VARL4NCE OR LOCAL AUTHORITY (° w APPROVAL IS REQUIRED. o ❑ a 00 M 509 W. FRONT ST. M I I rational ROANOKE. ILLINOIS 61561 �'E' ---heel- -cator 00,-8 -55,-9os5 sc4E*NONE DAM 1-19-09 WN Or MD DESMVnON: 1/2 51 1/2-1 3/4 3/4 56 3 � BC42 SHROUD FORWARD LT 52 3/4 PIT 59 3/4 PR DEAIM DRAWING NUMBER: JOB: ZIMMERMAN 1 38358 ALL DIMENSIONS SUBJECT TO STANDARD INDUSTRY SIDE VIEW FRONT VIEW TOLERANCES UNLESS OTHERWISE SPECIFIED. NOTE:DESIGN AND DRAWINGS PROPERTY OF AUTO DOOR NEAL ZIMMERMAN AND ASSOCIATES AIA 3-C D■a OPENER-SEE AND MAY NOT BE REPRODUCED OR USED GENERAL SPECIFICATIONS IN ANY OTHER WAY WITHOUT EXPRESS HOUSE INTERIOR PERMISSION OF THE ARCHITECT. 0 N remove shelves on wall co m z relocate central vac unit 0 Im (n C/) U relocate shelves this Q ~ ¢ wall,per owner's requirements _ _ O 4'-8" nominal SIDE OPENING C� U LL- ' O.A. 39x 56 platform PLATFORM LIFT O LLJ w 3 slab rbeeslswed SEE DETAILS = r O AND SPECIFICATIONS Q ~ c~n lon z _ Z _ �. 0 W co 41_01 L_ _ TO OUTER I co � CORN I I W I I SEE ENLARGED 46"DOOR U ir co r-----------------I I I DRAWING 3-CDb Ir w o i i I I N 0 Q CY 1 1 I I X N 1 1 rririrr'r rr'r'r''r r'r':'r'iiir riir.rr' I I O W u_ 0 ¢ NOTE TO CONTRACTOR: 1 r 1 ' I I VERIFY EXACT SIZE OF PLATFORM LIFT ' I I DOORS, FRAMING, AND PLATFORM PROVIDE RUBBER BUMP-STRIP BOLTE6 I POSSIBLE FUTURE* REQUIRED FOR SUCCESSFUL OPERATION TO SLAB,AFTER CONSTRUCTION IS I VEHICLE-MAY NEED OF THE LIFT VERIFY WITH WITH MARKER LLB .COMPLETED. COORDINATE WITH TO BE REMOVED WHEN �R OWNER AND VEHICLE TO ASSURE ACCURATE LOCATION AND I ACCESSING LIFT LOCATIONS CURRENTLY ON SLAB. Q CLEARANCES. LL REPORT ANY VARIATIONS TO OWNER J -6H I I AND ARCHITECT, PRIOR TO PROCEEDING Q 1 1 WITH ANY CONSTRUCTION OR PURCHASING 0 I I OF EQUIPMENT. SEE DETAIL DRAWING I I 3-CD.b FOR FURTHER INFORMATION. 1 1 1 1 I I 1 f 1 1 1 1 I I 1 1 -----------------� I I ti I I Qo UP 1"TO SLAB U Q O� = P O o� Z �— co Q o= cm NEW PLATFORM LIFT AND DECK IN GARAGE SCALE 1/4": V-0" (0=) 0 10 THE BUILDING DEPT. TOWN OF SOUTH WINUSUte This e4iy-tifled that this plan and specifications are true copies od the proposed Wilding or alterations to be erected t ed e .jra-U � 11mQA tl Street together with amendme s stated in application and filed with plan and I agree to comply with all zoning, Building and state laws and such orders as shall be issued by the Building Department during pendency of this application and final issuanoe of a building permit. -->4—Signed This plan Ie approved subject to the condition that orders and ordinances regulating building shall be compiled with. Conditionally Approved These Med with Building Inspector Clark Date Nd. goo I