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2002-535 (2) _ ---l--r— Richard E.Jones Associates JOB —,-1, - .Ab G h� Architects-Environmental Planners SHEET NO. OF 339 Aviation Road CALCULATED BY DATE o x. Queensbury,New York 12804 CHECKED BY DATE SCALE I _ I It" 7 4 f , -V i t � i .f S j -�_— •- 2 � t ' � � r � � i j��C[S,v Wf�'�l� S 1 ` '- - ` ._,_' ... � ._t_ t� � �� � I j t� 1}1}1f}� I t � .:.��_m... � .-.. �_ � ... i �* w , � !��'•,•�l�nr 6�4�' � r.. r 1 t k: fn��F-'LQ } y if Gt � i l , 4 -- 2'-0" DIA. HEAVY DUTY FRAME AND SOLID COVER (GRAY IRON, ASTM A48-83, CLASS 308) (PVC), IL INLET PIPE (REFER TO SITE PLAN FOR SIZE) PRECAST CONC, D. EXTENSION TO GRADE 8- CONC, COVER 2,_0„ TY0) r r �2 CRUSHED STONE: Urp OUTSIDE DIAMETER 00 CONFORM TO NYSDOT (U a4 Q° o ' STANDARD SPEC. U U "x d 000 SECTION 103-02, 1C'OURS3 AGGREGATE YPE U j O.D. PRECAST oUuU , ° `("U I CONC. DRY, WELL o Os .40 0 GEOTEXTILE FABRIC 1 D Y D C C c1g sS'y U FOUNDATION 1,2 p ; f'.%yF/•V riy' `'i`�:d 7FJ LEE RINGE I 'X� iSEEPAGE PIT DETAIL Architects-Environrnentai P anners 7 jLjoZ 339 Aviation Road Queensbury,New York 12804 Richard E.Jones Associates Architects-Environmental Planners ` '°` 339 Aviation Road 010 Queensbury,New York 12804 I ,� W , T-0 0 CAST IRON SOLID MANHOLE COVER 1 FRAME Ill/ MANHOLE EXTENSION AS REQ'D, TO MEET FINISH GRADE FINISH GRADE ilk:ih Y.NW1,,;t,r•,.t,,,;y,z.t;ne,. 4y rum ;;t,.u;ru<s'=,;.,:;n:,,i:.:p;<;r.,r,,.a>:..,,..,:..f.{, e,b:,,:ut•,, ;;;,� .;z ,.•• . a,�t(„�'rtj�,tEpiui;;i�ati4�:I!,411RAV SIR{�:�I)M,!!f:�;IY,,t�tn�.,:i�ti,,;t;i Vt'j1�f1i!i�l�: () C r PVC IU/ i�•. MIN, 1/8/FT, ( SLOPE NON-SHRINK �.e GROUT ALL PIPE OPENINGS LIQUID LEVEL �„ y ,I;zcl:�yt err REINFORCED PRECAST CONCRETE SEPTIC TANK[Poo 4xw�) INLET TEE OUTLET TEE u r 1 /� ��tJ a'1ie'erae 2,ta5Rga �v'e�f�,a2.f,'�'Sdi/=��'he:." `�'.`•�,l?Fei��i;iG�eFO:"' "� MIN, COMPACTED PROVIDE COAL TAR SAND OR PEA GRAVEL ' ENAMEL COATING ENTIRE INTERIOR OF TANK A — • rl) SEPTIC; TANK SCALE;NTS O N� EVA -r o r l ,Jg��� ifoll W�-F Eq+e<-pkise5 NEt�� FtOA-tov\ _ -- �• s a*6 16 aG_ v �6 • act � � ,''S �re.�v�r� - 3_ # y R�� I1�l� g°u��► 1 i 336.13' --- 777�7 _N05*54 11 6/x fV� -7355- - LOADVC DOOM, 09-1 —----- - ­— 5TORY OVE kjTAtZ CTYFIGAL) 5EC,0ND 5TOPY WALKWAY CTYM(�Al lx ADROMfiAGK VACK F 0 623',q. 1205 A.ft- SMOP k-, COLD 51(*,AlX VOLT g&SCV.,ft. kbl1145 +$1 2_ww A� AGE to 3-30 pm 7.00 t. q,00 to 3,00 P- mn to 3+30 P. c. 0 ,00 p ST RIGE ON nd STORY) I Z" OD FRAME BLJILUI�G COPEN -XISTING STOP, m5rtiG CONCRElf PAD 355-G0N 3,1.6! -1 55.52� PROPOSED GONGRETE PAD UNDER UyLrl 1A1— PROPOSED ro ��RED--�ior"AD 0 17 Paces c;l --5 5 N05*54'11" 40-00' �7 PARING EXISTING GRAVEL PA A� 4 �A A.- 355 5 n 'Z4 49.75 'Cn C C-." 352 S00*38'1 7"E I� co U, 0 3 > 2.0 50.0, Co (D