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86-27 G&R Plumbing Company Plans
iI i 1 DUMPS TER TO BE ON A CON C. PAD a SCREENED w/TH A 6 ' BASKET-WEAVE CHAIN LINK FENCE- �. C BU/L D/NG L I GHTS FBU/L D/NG HEIGHT / 4 '- 8 " i SITE IS NOT AFFECTED BY THE 50 YR, A05 be`b OR IS LOCATED IN A REGUL ATED WETLANDS x N/ F C HA R L ES`, a A NTO/NE T TE JURGEL AS PARKING : EX/STING 17 PROPOSED / 8 g H. C, I �� TOTAL 18 TOTAL AFTER • / = 3 6 SPACE g t ADDITION f,--= �z3 o`x% �r b EMPLOY EES ` k x _ _-ram_ gb �1gJf 61� REO UI RED 1 SPACE PP�REES - ll SPACE t ttr f f� t• r= t N t M f r� !! _x .`V� 'b r 0� x6 � x N T EMPLOYEES L t � twtilt -�• �-- .,a ,�; ;' x P R ES E L Y 2 ION 2 5 SPAGf 6� 1� r x r FOR A DD I T - - - x •,` ,` •, xi .' DRY WELL FOR 10- ^� SEE DETAIL 1 69-`"�8,_�Y -.) -__ \ ROOF` LEADERS t FACILITY. 1 6 - z o e o ' , -' „ �a' 61� �� g� USE = MUL T l TENANT INDUSTRIAL 27-3 0 S 5/-04-24 E xb 200. !6 X b 6 Exsf./.P ;r NO PARK �>< PAEIf( o x� I ND US TR I A L ZONE y`� QREQ 6'�p ', mi 36 �F� MlN/MUM YARDS x6 I 6� -'' 19 GRQ VEAL 4• x � 0• ----- - - t 6 b� x6 I b ---- REAR EACH SIDE j x x f 2 07 rF�`� FRONT z• p Q R O N ft. 25 ft. /0 ft. 27-17 F 35 F36 `,, ° ��'� MAXIMUM LOT COVERAGE s 1 6�' t FLPjpl.`,Fi ••-••••x.......0 < ' £ pRt3t:3a E �>AC�t7�T� t ��� � � 3 � 50 /o 20 22.5 • V 27- 17 � x; 37- 0 Q I`I' '! ; __�_r.�, r� � LOT /6 ,sza 37- P .,: e xT EX/STING AREA 27 M4zr G� 37-18 v 9 n o T 79 Acres 37-42 49 O 9 „ �� R- 1 � $ •��� 77 9 /8. 4 7s ft. 1.37- 15 rL �� �� , PINECD , q. ex g WHITEb 80.00 `Q. _ ------ �' A O 004 sq.t� 9. TO E REMOVED TI NG BUILDING ARE 2 ,. F•' isr I S AREA A 5 / 0 ft. EX EX AD DI T O N E 9' sq. /0 <> <2�,0.$ Qa� ' F.F. 69. /2 BIT b g�b 3 PROPOSED A l 27- , f :-r <} I ;,3 Q SURFACE $ AREA 2 9, 510 s q. f ( f1 :ey: i 6t e «>.. W go ob x I TA L BUILDING A OD/T/O N = 3 7. 9 yt° :. .:.� a;,.... 'N' bA-x g ------68--- _--- -- + o ro Ch64PE-L, .,.� F/°w -ROAD t�ttrnett� ta�� � t � t ■rtw° tt� ttretslt � tt� ttst � tt� t � e CHAPEL RD. _ irJ Son.Sewer 6 '- '� • ` C� x Q PPROX. I '� LOT COVERAGE AFTER _ 12 \ q +o ^ L0 CA7/ONN , to -6 '� co X/STING y 37- 14 37- l3 37 1. . . �. O t (V -- -- C� 37- /0 37-9 . 3T-8 377 37 tV E z SEEPAGE PR �, z EXISTING STORM DRAINAGE SYSTEM Q z 1979 �-, BASw., tt DU PST r o } o PROOF O F ADEQUACY h{ W R �. ADDITION�� t ` - ' ' .1 �J {(` , o CHECK DESIGN OF EXISTING t 2T_12 27- 1/ • '� _ (� s'9o� c �__--- -- ' `� Ib$�Z } ` O EXISTING DRYWELL IS OPERATING WELL 16� Q -t tfR.1 Ifs t s� , J ! CB! SYSTEM. 37-5 16`x C --�---a- TF. 66.74 % 4 I \ �4 O . , b f,L.64.,4v� GB , Q 25 DESIGN STORM to t O 4, �; • t + C - I xs 8 2 � , , 6b b �b 0 Tc = 6.4 MIN g.H 0 p. 6 t 2 ` 37-4 a6 '" `�x r --�- Q 1 i , 6 I t'(1°' Ca = 1.00 AC rr_ t- - 1 Impervious Area �G V O Grassed Area = 0•72 AC g l a 37- 3 > 61. �8 O = { F , ` Total Area 1.8 AC COMPUTE COMPOSITE C �Y - - _ t 111 '� .m• �. Q ^ Q = CIA l U EFFECTIVE C 2 EX/S7' W $ OF TOTAL AREA C '�� V RFACE V AREA 0.54 Y , I B/r. su m .9 12j 08 60 .2 0.g8 KEY NO. NAME J PARKING Q Ct 1- 40 = g.62 -T COMPOSITE C Y MA P EXISTING F.F. 68.20� x 2 g'72 K E _ - 27-03 DUNN BROS. , INC' RUSSELL BUILDING OR/G/NAL B NG y hl . ,� ( cti �l 7'a CFS % DUNN C. & BETTY J . r, t / II Z \ Q existing (0.62) (7) t1.e) 27-10 SCALE / = 2 0 0 /972 27-11 FREDERICK W. YOUNG ET AL \ ' U CB i ,x ' G & K REALTY � T.F. 66.B9 f,' � SUBSURFACE DATA 27-12 �' FL.65.30 Nor, SAMUEL M. & MARILYN SISISKY v i i W TEST PIT & PERC TEST FROM MAY, 197 `! 27-16 ANTOINE'CTE JURGELAS , z CHARLES & v I`�__6g�� i� %�i� / - DONE FOR ORIGINAL DRYWELL DESIGN 27-17 COMPANY W ADDITION PERc�T 37-03 ADMIRAL MOVING CO DESIGN DRYWELL FOR NEW PARKING AREA MOVING & STORAGE 2 � � � TEsJ'1' L MOV I TAKEN @ RATE ADMIRAL B t ' _ 37-04 CHRISTENSEN S TO NEW DRYWELL ,o.00 �4 & pAUL CT ROOF DRAIN 0_l.g TOPSOIL PERC. RATE 6 IN. 37--05 EILEEN S CONNECT _ -�- RD & ZENA STEBEN 1.0 -3.0 RED COARSE SAND IN 1g MINUTE 7-05 EDWA y 7 IN/HR (25 YR) C = 0.9 - 0 35' BLDG. CONC. WALK 6 YEWS ` WATER 5 7FINE SAND - TRACE SILT 3 `I WATER s MORGAN J . BRADLEY Q = CIA I a LINE l - 37-07 ADLEY � `-69--'� GRASS I = 72 FT/DAY MORGAN J. BR A = 0 . 25 AC I 6 YEWS G RA SS - PERMEABILITY tx} 37-08 EY __ _ I Exist. PERC RATE = 0.6 INCH/MIN � ARLENE W. BRADL g 0 1 10.0 EX1ST. SIGACOD /.P _ C�'S ,,����200.00\ 6 9 CHECK EXISTING SYSTEM USING pUPUIT EQUATION FOR RECHARGE WELL - 37-09 _ 1.6 MORGAN J . BRADLEY Q = (0. 9) (7) (0. 25) 37-1� AL 2OO.D �� J REFERENCE; BUREAU OF RECLAMATION - GROUNDWATER MANUAL FREDERICK W. YOUNG ET /y 52°53=0/"W / p �� �_ �Af.H K tr (HZ _ hz } 37-1I `' M•H. Q allow = VICENT VESPA, JR. ANALYZE USING DATA FROM PREVIOUS SO 69 �� �6g` g9 _ r- _� DUPUIT EQUATION In (R!=) 37--12 LOUIS MATHER J ` y 6 J CLAYTON D. & TRY 41 X 4 ' X 4' DRYWELL ----- -��` t ,OF {INVERSE) 3 7-13 - f r-- 1 3 0 ^ S A N. GROUND -7 CLAYTON R. & LOUIS MATHER EX/STING E.-X-ir5�71NG -- 37-14 QOLA f l- -- Flow ROAD 1- r LOU I S J . & BARBARA A . ~~ (-� Comrse 37-15 BARBARA SAN. MH, CHAP l.0 4, EX1Sf(NG J , Sand 37-I6 SHARON E. R -1-- r!� DRYWELL _ �,. a I NC. "� j ----- ----� Fine Send BISSELL COMMONS , }--� 37-18 SS G. BURWOOD I _ '� RICHARD C. VIRGIE & RO 1 37-42 gg_H ,0� tr. Silt GW'f R.W. R. AtSOCIATES 3.5 = h 37-49 _) 6.5 H L_-__-! 7.5 rzz 4 _Oo 3.5 = h 0 GWT ASSUME GWT RISES 3.5' DURING FLOW MAN}tOLE R = 20 INLET - - r 2 3.5z ) m sr786 Q allow - 72 ( rf ) 1n6. 1.25 •'�' ••a .•4'.4. V' •o J'� - _ ��^^ _ OUNDA R Y DA TA FROM A MAP ENT/ T L E D . PLOT WINDSOR, I2.06 cFs - OK -� p-. - �' ASSUME GWT RISES 3. 5 DURING FLOW ROAD SOUTH = Sr416 4Pm '` -r - - r - ®� - - - - 6 PREPARED FOR CYR /L ROY CHAPEL Q a11aW DEPT - _ 40 DUNE 5 , PLAN -�t� I� �r - � � � coNN. scALE : l PLOT PLAN _ S®� I.- � �T - - 2 2 8 6 A T U M T. B. M. IND 4 � ®� �r - - _ i{ IT (6. 5 - 3. 5 ) = 6 , 7 "�® ow - TO U.S. C. B G D AND 1 C - Q all 2. 3 ONS REFERENCED4' t7� �� �� ®4 3. 3 P , In (20/2) ELEVAT/ = 68. 20 will ,+�� EQ FIN. FLOOR OF OR G/ NAL BUILDING ELEV. TOPOGRAPHIC MAP .�®� � ®r n. y Q allow = 2,950 gpm = 6. 56 CFS - OK -------_68----- ------- FOR Co. IFr ,, ,+ EXIST/ NG CONTOURS - f68.00 ' � � ® �� _ _ - - EXISTING SPOT ATl ONSNS + 68 VALLEY PLUA48ING a "p�C C�tJNtCI' PROPOSED ELF G. R t E DRYWELL REQUIRED _ WIN D S O R j C 0 NN SECTION .A�. � 7. III � pEL ROAD BOUT . scAL1= = - / t=N� VIEW �---- PROPER T Y O F Ao. 12339 4F' o° ` �' S y A R C N E. RODR/QUE / L / o 1986 ASPHALT (o -O , �, , SS/aNA � APR , a!turrnrr;uart ! / / [3UtLOltJCa� t -O _ PrJIL0. S C A L E .' l 40 DESIGN NOTES : 40' 80' ` . . 40t i. CONCRETE , 4000 R5.1., � �t].A(.�j » SHEENY LA 703 'L QEytyppgCgftttlY, 6"x6 ;oGA. sTYY CT 06/OB EA � k,9. �" :a;. I HEREBY CERTIFY THAT THIS MAP AND SURVEY AS DEF/NEDDI IN ODE QF 0 BOX 8 0 EAST HA RT F O R D, WIRE +rtESH At1D 3 S2R BAR. (V4 c vS ADOPTED DUTY FSt -k ORGt1d4 AVAILABLE} - ��17 � ; WIT THE STANDARDS!OF A CLASS �- 4 PRACTICE FOR S�,TANDARDS OF ACC�RA�HE CONNECTICUT ND MAP ASSOCIAT/ON OF LAND `a T� DECEMBER !D, 1975 AS AMENDED Av� _ u •`4 & - • ' !'�- SURVEYORS, INC. APR/L /0, I986 Ls, 7034 ' • `-4 °r ` � �; SX;�, �{�� I DATE REGIST 0 NO o's.U1 �... 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IS THE PROPERTY OF THE &az JOB NAME ARCHITECT, AND IS NOT TO BE USED, IN WHOLE OR IN BUILDING ADDITION PART, FOR ANY OTHER PROJECT OR BY ANY OTHER son I PERSON, OR CORPORATION OTHER THAN THAT 1 ,F- NA NAMED HEREON WITHOUT THE WRITTEN AUTHOR- IZATION OF THE ARCHITECT. ANY SUCH UNAUTHOR- budlong, (arll h ''fev.! ure plan,-a ' n i IZED USE WILL BE SOLELY AT THE USERS RISK AND 350 CHAPEL ROAD S. WINDSOR, CT. THE ARCHITECT WILL BEAR NO RESPONSIBILITY 29 connect.icut boulevard, east bartford, ct 06108 (203) ` 89-9391 I, ARISING OUT OF SUCH USE.