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HomeMy WebLinkAboutBLD-90-346'N t y , 1t STREET ti . CROWN LINE �. AVM NT , ' TYPE I-I i' Wiest IdACM:`;EO BITUMINOUS BITUMINOUS `UNC. I CONCRETE ;: \lIGIGF SDl�-i \ 5ASE MATERIAL " P IZ L_F=S I 1 1- CAPE COD BERM BINDER THICKNESS,.2 4 TOPSOIL 5 � r _ _ (TYPE I-1) TOP THICKNESS: 1" (TYP.) .3 RISE I �N 1= ''. sic, rfoa� ; ' '_ " 4—CROWN I/'"I• FT 10 MAX _ X. St r=V�/ALL.S % gE ' / / _ REINF. CONC. PIPTO ,�� SHOULDEi A MATERIALLEACH NG �� u1A Ho LE : �S�SC C�r_L SOLI c7 CL�TGN 13L�S1I�17 7 . X'' GAS 4, '11 �" / (T.YR) FRAME — -- U CABLE/ OR OUTLET CI�I�FD t>-0 h-tEl/V '� � 8 IB SE \ E 12' GRAVEL OR SUMP UTILITIES =t`ST rr i� 3 ' ' G. = moi- •rI / 6".HARDENING AND r 1 �IVI r % \ v� mrd P 5 1 jz�u 3 �• = 41 . ZS / 1 / �. 3'-0" IWATER GRATE 14' DENSE GRADED 3 MIN. ' � ;� J til �/. OVT_ �}-1 • 00 / � r ;NONE IV\ K 11..15 6'-0" ti ; SOLID CONC. 6, 0" Y \_: s - _A �.�'� �,, CA BAS NS I l Zo O�sT �( -('o Gtz�v>; C-C•t1'.� �'� WA 4tl %3 "RAVELLED Y .�� ..••- � loll r0('�..lD - �,$ ,� / � � �{o'd' RIGHT-OF-WAY 24`TvL_t h \ \Ns \ IVIE.L- 5114 S2N1A,N :i�y• � _ -TYPICAL S i ��EET CROSS SECTION- � ^r � fir_ �-r_N ► l o til A2� .... . NTS. -- - — Vo �✓ s�E FarLow� — C(�oTH:� �--- \ \ -'c�•"T �o�t; GrZAT,_'f C� Zt-MIL FSO1_, O"/E(Z- t tv M4►Jt-1oLG . � � - 1 -D. I , N't / % - ;; ;; W .� • � • • , ,t . L �; t ,t r 'moo P s 2u 41. � 8 •, �, ,k. _, 5 t vl•l F i!cF fwd µ l o tj V. I N �}{�. ��/ HEAVY DUTY"'(H-20i x it r�s>=IVj r-_tit r s.a CAST IRON FRAME w)vr_ x 4 vt=Er� °\ AND COVER ON ALL C13r—LOw IN �!•� x •� -- ,C \ o'er _ 13ir�. = 41.0'. • �� 4� `, n -LEACH BASINS � o ' L o DICT � 3/8 �aJE 1�\ CiT 1= 1.1 !"-) = 40.38 BRICKS MAY BE USED FOS \ vI \ l \ - GRADE ADJUSTMENTS. FRAr.,_j r3CG- 4-i.r�o LF- - I \ 8"MIN. TO BE SET IN FULL BED OF ',,ORTAR G C�I�-�. "c ...... 1 V. 3 7 i Z ... I,,_ D•. 4. MIN ,:�---,� D \ O -�._. ,_.., , ..:. 4 h ' POLY t' S t L a ,, r � N. NOTES 10'1" I I t r�l� /�` \ ` \ M ,( � �- � OR ��:rilAL l.) ALL JOINTS TO BE. MORTARED , STI ^ 4p t� I '!= 1. iii`-H �`' 0': _ti f�EASTONE �S E �D t v�lATt. fL Rif r= e C� � • � 12" MIN. CORR. r Lb^ �rLF- (% �BASINTCH ALUM. PIPE O OTHER LEACHING 2.) 2 MAX. CHIMNEY HEIGHT ON O I �--T3F--�� M412K` EL. 4�.8iG�s.� ✓ ,✓� � _(.' _ � _ INS J` C= BAS 3.) ALL UTILITIES TO 8E INSTALLEb x T'o'p o� cotilG2r I t� '�La�T,% L � • _m-:r= ci_, o IU c�.l..i7 woOD PRIOR 70 PAVING WASHED LEACHING BASIN EXISTING 4.) USE MDPW STANDARD STONE 4 H-20 LOADING �m=�OU�p SPECIFICATIONS FOR ITEMS IT �f '7 �� 6� 1 ani=m L= 3s. ion ` �= ALL c =nt NOT SPECIFIED HEREIN . . N AROUND o a t�' f ,�• s r % 5. WATER MAINS TO HAVE 5 F �\ r, N /� 3fo 5Z 13 f i�� Lf'f, ) 00T OF COVER MIN t Tc p/ 3 , f •, i. 6.) LEACHING BASINS TO BE LOCATED �• •, :' OUTSIDE OF RIGHT-OF-WAY "• " 7.) REINFORCED CONCRETE PIPE TO 2'-0 2 -0 BE USED UNDER PAVEMENT WHERE MIN. MIN. 3 F7 OF COVER NOT AVAILABLE 8.) MH FRAMES AND COVERS TO BE SET / �.1 Z'j LEACHING BASIN — WITHIN I' OF FINAL GRADE DETAIL NTSo2i /� _ _•_ _ t - 47.0770 a -'t --�. ,.lEst� • ��:"-'i,✓51" �� L.� Jaz- I.�`I--'$'�"" 1,J D T� • - , __. _-_TEST N� �s ��-�, ,�a �, �•© _ C-XTEiI/D ~ALL APPLlCA SLE (2:1 B5Loll1 MAN1401-E Cor�S TO G.J/TN/ti! �A\,j VG 4-2' T G /0 2 - - - - - - �:�is�ir�9 ?round P,--ofi/� Hot/z. -- 1::4- 0 W r7. %r" f»r"�•� FLAW " Perpipe -ro 136 oof I 3�a„Peasfone SONE n �o P. vf^. 02 �rninimur» EQU^L• To $EPi is _ �VgL Foe 7 —7 D/ST c3oX 314 AL wQ,S/�P_d S}t�ne GE - o o GAt SEPTIC TAh!!G r 2 12- 77, — % Lo T 2 T r-, �-- E- L lr t= R o- �-o NouS�- 4 ` T; H, /,y 1- 't�i�. rpt o r -t' �� ,oE,czc. �7-� P 2 M1Aj.Ac �! WITNESS - 1 TNESS= T # Q /.O' TN- I 2 \�oP4-6 .S F P T"/ C 7"A O G +?p L -OT 4 a r usE _�s sub 1 „ .a 49,01 V;` G.P.D. CO / 13. ! x /•o = __� ► �__ MED1 Vl`-C ' t -5A N P o \.soi ; `, a „r/• u5�' / LEACH f'� W/ OF SToN s�N� I Gx F 1 p £ — _.`'�. IL �¢ ��''CE)2T/FY THAT THS BU/LD/NG ND hiATI=R �N.CaUNTER�D 7i — , PROPC>S� D ON 7 -I E Gf�oUlv� f�5 7ro,�2 ON TH/S PLAN Do�S COwFO,QNI To THE BU/LDlti6 S�-T- F#G!� RE G�u12EMElvTS of THE o otil TRfaNG2 V i 1- /�I a- 3ToWti cF -- RNiC%�yTE-—.1 Y�RMoU-r'NPaR�' ��tAss� SITUA�TC1� h t r” ►OVI OF A; coo 22► P Ig RC� EVE,RETT H. EVERETT H: N I o p HINCKLEY , (v _ N�hCKLEY N� , 13230 ti ,p »87 0 �i i SCALE: RS_,tiJUTED DRTE�_. �► hl� 1, lg8�l I f'd �C STE•�a• �� \��Q C/STEL � �p !� �0 ,, I ' V / l� t/V / - 23L DG. sCT13/aGl� 1 �• _ — n i:�1CLL_E'2, Inc. on %.l 0.00 xisf/ n q c/eva�i �2E G?U/,2E ^'BENTS . f�,�'PROVED — - L.�-� vatior� �'ro n f' . f3 a e? 2 D OF N F)LTN � l4 !" ! A/lv STieEE T C d MASS• YAq Q M o UTH FO,eT, !" iq s s. con-fovi-s .� l a e _ �-- - '=1C>4- -7 cu�r�lu � � qD� � f-our5 � �J PRQFessro�vflL_ENc�r.i�E,es