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HomeMy WebLinkAbout166-96 Oversized Plans Minor Mod Currituck County�,,...., ...,, SEWER E ASE ME N 0" EACH SIDE 4F EWER LINE. (D t 114 93 NOTE x' • ENTIRE SPIDER ASSES Y TD K BITUMINOUS COATED AFTER FABRICATION . * STEEL ENGA,5EW_NT TO BE INSTALLED IN ACCOItDANCII WITH DESIGN: PLANS AND SPEGIFItATIONS-ALL REVISIcam$ OR MODIFICATIONS REQUIRE PRIOR APPROVAL 1 t-STEEL. SPIDER ASS'Y. AS SHOWN REOU14ED . > PER JOINT OF PVC FABRICATE AFTER SWE STEED. ENCASEW."T PIPE � `" 1004"xVa" THICK STEEL IS COWLETE. DIMENSION AS NECESSARY TO • � `. PLATE SHOE-SE00 Ir~PROVIDE DESIGN SLOPE AFTER INSTALLATION •fin �A • . STEEL �,AT� SHOE�----�;� STEEL ENCASEMENT PIPE OF D. I.P. I" 141H� CLEARANCE 8` I PYC REiQ I i RED 1 NE �,"DiA.x4" Li G t .P. QUI . t? SO TS M/HEX i&JTS EACH -,Inv OF SPIDER ENCLOSE END W/8" BRICK MASONRY Y CONTIWOUS WELD ' 2"WEEP ROLE BOTH SIDES (TYP) �IMAMN um(; $=lox W57 STONE arc nstAn 6 1 OR ALA LIGHT P E E P.C. 11 81 1 . P. 196-197 �3Q00 PSI CONCRETE TOP n f �i E G7 J�1�i r� 0-0. 8"'`` OPENING EACH SIDE FINIS, GRADE NO. 57 DRAINAGE STONE WKAPP'E PIPE wrARtC CONCRETE 1# ARE 4 3 SQUARE WEEP I HOLE i ONE EACH SIDE NOTE' �. y INTERIOR DIM. 24 " X 24 " � t r TYPICAL DROPINLET 4 11 ti 1 1 �j0 T ,. C� tfi �. t _--,EX. Ef, PVC or WATER LINE � .0. # If t' I f 3 � i R P P 1 V��L i .` "' THICK1 C'0 i 1 ( i i 1 � t i 0 1 -Ott i i • ! RIP RAP DETAIL 1 • � RIPRAP TH K 18 IC ' Q 0 (D r a 000 ( . t { —FILTER FABRIC 2 �_ECT ION I -i ' r t 0 0. �am v FILTER c .---'-"" FABRIC 16 "T H I C Q RIPRAP T SECTION 3; R El V I S 1 O ION Cam 1N DRAINAGE IMPROVEMENTS PLAN PORTION OF UAN 1 WHALEHEA-D k .�►``.6C k7H % COROLLA, POPLAR BRANCH T1NP.. CURR I "UC Co. C •.O••••••." I� • / S ;,SONNO o .� ; OWNER: CURB K a� DESIGNEDLES . -'so P • 0. BOX, 3 P ADDESS: .. ; 527 CURR I TUCK , Nu- 27929 DRAWN CN PHON& (919) 232-207 = �. •. > .• ,. APPROVED - L E S°R4t?D ENGINE, P�► DATE* 0099 E, %% C--8 COMMERCE STREET SCAL0 CREENVILLE. NORTH CAROLINA 27858 L I NW00D E . S TROUD . P.E. (919) 756-9352 SHEET 1 ` OF 41