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Map SP-7 FINISHED GRADE Of 5TORMWATER BA51N - TACK COAT ALL - , ;{t I : EXISTING ASPHALT -- — 0 _ FILTER MATERIAL SURFACES C (2p I NO 2 STONE i H c��t s 10 ° ° ° °I = SAWCUT AND MILL w �°o c�o� 12' WIDE X 1�i�z DEEP w Z 1 r�Z TOP 00 w ITEM 403.16 FILTER FABRIC - BOTTOM + 51DE5 0 4 BASE EXISTING 4" EXISTING TOP & w w ITEM 403.11 I I i;Ii I _ EXISTING 501L BASE COURSE BINDER - 4% t Q a 2 BINDER 24„ ITEM 403.13 EXISTING 4" "4SE COURSE F r i 17 INFILTRATION TRNGH DETAIL srrJ,rr rs,,,rr ,rr ✓}'s',rfr:rF Err'..':;'r,. �Jrr•rr;>' r,.;,i,r.rrrr:r•' ,'r/r`/,' ' v r!lrf, �r ,f.'•%.:`:;/,rrrrr,jrr.,r '6 O tl f < EXISTING 10, > NOT TO SCALE SHOULDER "> 5' MIN. aQ o v F, •v EXISTING TYPE 4 SUBBASE - 1$" 12" TYPE 4 SUBBASE ITEM 304.05 QUAKER ROAD SITE DRIVEWAY ENTRY DRIVEINA<Y PAVEMENT TRAN5ITION �o� ��3"'°+�� NOT TO SCALE o` ° V S L1 NORTH SCALE 1" = 20' w z O � 6 V � ' n v o � s � o z > c o HEAVY DUTY MANHOLE FRAME a OUT TO N SEWER AND COVER CTYP.) a d SYRACUSE CASTINGS #1007D OR EQUAL 6 F FIN15HED GRADE L 6 GAPPED 'T' .N — N W/ 12" DROP LEG O c3 d r NOTES _ CONCRETE EXTENSION RINGS T 4 j + + ° + + + W/ GASKETED JOINTS - SPECIFICATIONS A5 REQUIRED CTYP.� ALL SEWER PIPING TO B PVC SDR 35 SEE 5 RECLAIM T r T + T 'C©MBINED WASH + i PIT .; 'FINAL SETTLING 3' y T r 4 , C� 0 00 00 ------------ LIQUID LEVEL v MIN SLOPE � N z � � CA 1/4" PER FOOT z w z �, z INV. 308.38 �, L s ` �°, INLET 'T' INV. 308.13 c c � c ;. T + + + + + 4. r Y + 3 > IN FROM r*+ . t+ . + . ' *T+EXTERIOR WASH ,. ° " , PRIMARY SETTLING, ° T -PLACE 1' X 2' EXTERIOR WASH _ + + +- -.- +T T + CONCRETE TANKS OPENING V 310 O a Y :; POURED-IN r + IN . r LLi W/REM®VABLE DIAMOND l va a PLATE COVERS. TANKS +'INV, 309.5 �+ s + COVERS TO BE DESIGNED , .. ...... �' FOR H-20 WHEEL LOADS. 0 o apn 4- l+ + — — Q c c c + + + + + + + o T + Y i t A . i. 4. 7 s ;. ..:LASER WASH` . 4 a. OUTLET 'T' W/EXTEN51ON _ r o � o 4'-0= O = U = ' TO FLOOR WITH 1/2 OF - ° Z cn .;PRIMARY SETTLING�+� .� ;. ,. +I �----► . t fi t TYP. WAY FOR 12.' y 4, 4T ELEV. 306.0 AT FOOT I L PIPE GUT A + + _ + +I i_ ' PROVIDE 3" SAND OR 00000 SITE PEA GRAVEL UNDER TANK O A" V UTILITY DETAILS 5EGTION A-A IN FROM NOT TO SCALE PREGA5T CONCRETE I,500 6ALLON G AH-INATER 5EPAR rTOR ALASER WASH PLAN NOT TO SCALE DATE: Feb.15, 2003 P_ �NOT TO SCALE Revisions 1. ALL UNITS SHALL BE PRECAST CONCRETE 5TRUCTURE5 A5 MANUFACTURED BY FORT MILLER OR EQUIVALENT. UNITS SMALL BE STRUCTURALLY DESIGNED t Staff + Eng. Review 3/21/03 FOR H-20 HIGHWAY LOADING AND FOR THE DE 51GNED BURIAL DEPTH. s 2. ALL STRUCTURES TO BE PLACED ON FIRM. COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 2 Warren Co.DPW Rev.4/10/03 G AST-IN—PLAG� JNAT�R/SAND SEPARATORS ARE UNSUITABLE. 6' OF CRUSHED STONE SHALL BE PLACED A5 NECE55ARY TO ACHIEVE A STABLE FOUNDATION. 3. ALL JOINTS SHALL BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING THE TANK. SHEET '7 OF ?