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BITUMIN❑US CONCRETE .� PAVEMENT STRUCTURE, pit + t j REFER TO SITE PLAN AND DETAIL U E PAVEMENT BASE BI❑RETENTI❑N BASIN, 0 .sA 11[G{fY[L lHGfYe" REFER TO GRADING yay_ +,20+8_. U > AND DRAINAGE PLANr RLWS iRWd]h'iL FS L }H,!N {'AW/rd(1 1fl MRR'f7Y i+}, K Q Lu Lu i aAfS J/�D'f+CA LL��CCF, 3' MODIFIED RIPRAP Q FILTER Ll ;N FABRIC T�*�f[C CUFOFf �u°L €€� ` . . � r h CCO �e� O O O O - - B -h-----I- 4 k } AF a I ` i _ ___}_ ' 220 Norwood Park South I I y Suite 201 m� Norwood,MA 02062 0 0 0 09 ENd W[E14 (781) 619-9500 PLAN END VIEW PIAN � FRAME SECTION Tonx no W INLET merim 1 T4whE no OH INL€T SECTION z 'E EhO 4v OUTLET SECTEN GMOVE END 4)H OUTLET SEorISn 0 A ry I11MLU-Isi WMENSPxx.fS � A A � COVER - 24" � t Im�1LMi a»l�HSKiNS � 030 1i a 6 cr .CARE 0119PIPa~ 8 0 . 4'-4" E 610 13° +1" 1�i" $'-#" 2'-0" � 1�" q" 1'/t' '-1Q" fi�. U L) NOTE: g- I Y'' 2'-1• E 1K DRAINAGE OPENINGS IN 4 WALLS AT 2i 9jfs' 071" 3-•T'/x °-.o" 24" gK- f V4 25--6' 4',A, OR IMMEDIATELY ABOVE THE BOTTOM GRATED COVERS L111fLT aIF rxrilewT 3°" ''-�' /' Fan PIRA � _ ulur cf r�,TNo�Ir I I �e• 1•-�' SIJ." � 6•-� �'-cr � r OF THE PERVIOUS BACKFILL. - " 1 - '" - -° FQR Pipe V +p7 I 1'-9' /,• d._3" �. " Ci F•�-N {fir' T'-g" 3Ys E11If�E7 9 � " z•a" �§+" -.a° -o �a' 2--or r 6'-A T"•# B I SCCTION A-d 5ECTIONI 8-6 /��{` 64 z' S" 6/i" 5'S' 7'-9' 0► LR ry 41� RIPRAP ENERGY DISSIPATION TRENCH 5'-4" �- A PRECAST CONCRETE FLAMED M 5ECTI4N TYPE A PRECAST CONCRETE FLARFR._ENI1)---SITCT ON TYPE B OF N.T.S. CLASS "A" CONCRETE POURED PLAN i IN PLACE OR PRECAST UNIT. 85/1s' 8s/16• 103/16" 1—s3/e• 103/18• TYPE A GRATE OPENINGS NOTES 3' — 1 3/4• I 1. tant„�tde 1rH itrt Wien of k"IN wither tAm t c.r B 413/16" 413/16• 5' s" IN DRIVEWAYS frecoe# oo.sor�#a f I[r`e.d e,"a watlt"5. TYPE P GRATE IN e � 2. �C'dlmatalah vsx'lee f}y w�.�ac#,rar PEDESTRIAN AREAS a.� *„i 6e ° 1/2'MIN. ° "° °. "Id Ear de mocn"e pfpa. :o.1 ° 'O 8” °' ° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ SECTION=3'-0" (TYP.) ir1TI of culFarwaa ° '°, e e XP1ATiQFf OF TRU61KATAT19N 12 2' - 83/4• 12" ElEl El El 1:1 ❑ CONCRETE FLARED 12 1-83/6•— 2" EENAH FOUNDRY CO. HEAVY EMD SECTIONS 2'-0" 2'-0" MINIMUM DEPTH UNLESS SPECIFIC— DUTY TRENCH FRAME WITH C— I Hd SCALE CATCH BASIN OUTLET m ALLY ORDERED, OTHERWISE UNDER GRATED COVER MODEL NO. a TRAVELWAY 1'-7 1/2", UNDER 8" 14" 8" R4990-DX UNTRAVELED AREAS 0'-3". aF g 8• g• 8• ADJACENT PAVEMENT Cn 75/8 75/8 713/16" 713/16 OR LANDSCAPED AREA Nw V Ow W o0 00 0/0 WF JQ o o� 12" ��_�'° VARIES vlu a +Ihu. a a a U. Q } 24" _ I IN SANDY SOILS, d d I\\ ° v ° ° ••d Z 2' BRICK, CLASS "A" CONCRETE, > X" PVC ° e °d ° ° �e ° d °° d MIN. APPLY 4MWALLS FlNG MASONRY CONCRETE OR — ° ° a ° ° d v ° O PRECAST CONCRETE UNITS. 4 ° v ° 4 ° d °`� ° ° w O HOOD e . •e . , e • e e 6, 6, e • e • e ! #5 ® 12" O.C. 4" SCHEDULE ° ° LU a v d LL •"� a '' ' ' ° ' ' ' °I � -� •I e ' ' ' ° ° •I' e' 3 80 PVC CONDUIT (TYP.) d ° ° ° - 4'-0"~�8" CLASS "A" 8"-�� 3'-0"—� 8"-I_ _ 3„ a _ d #3000 CONC. ° ° ° ° 11 11 °° 4» ° < V 5'-4" CONCRETE OR 4'-4"�I ° ° (TYP.) > / l NOTE: PRECAST UNIT (/ IIS(/ II (/ II\(/ I UNDISTURBED OR 3 4# BAR ON e d e d v ° ° °° ° ° U Um NEENAH - R-3711 OR EQUAL COMPACTED SUBGRADE ° ° d °° BOTTOM. PROVIDE "4A ° v � '�^ Z SECTION A-A SECTION B-B MIN. OF 2" COVER. ° v ° ° . ° v °d ° d ° • ° ° L J O SECTION A-A v d ° ° v v d d ° °° ° °v A HOODED INLET TYPE "C-L" CATCH BASIN TRENCH DRAIN COORDINATE CONDUIT REQUIREMENTS WITH UTILITY COMPANY AND OWNER REQUIREMENTS. W O N.T.S. ZDD-002 N.T.S. ZDD-028 N.T.S. BLDD-007 N <n 7'-0" _ ELECTRICAL CONDUIT O DIAGONAL REINFORCING #4CL BARS TOP AND BOTTOM CONCRETE ENCASEMENT Q 4x4—W4.OxW4.0 WELDED WIRE FABRIC N.T.S. TWO LAYERS Ci Ci 6'-0" 4" TOPSOIL IN EARTH IN PAVEMENT SEE DETAIL FOR 1'-9" 4'-6" 1'-9" PAVEMENT SECTION L FRAME AND COVER STANDARD MANHOLE 4-#5X6'-8" APPROVED COMPACTED 9C—+) BACKFILL 95% MAX DRY 1'- CLEAR OPENING 3 SP.=1'-3" 4-#5X6'-8" ADJUST TO GRADE WITH 5-#5 X 4'7" 3 SP.=1'-3" DENSITY) COMPACTION COURSES OF BRICK 10" 3" 3" PER ASTM D1557 IN 8" Q LIFTS 3,r ^Q 6 EQ.SP.=5'-0" ^� In 00 FLAT SLAB TOPQ J w V) 1" CHAMFER 0 LLi F- J TRENCH WIDTH: 1'-6" (GAS) PLAN - 0 0 0 1'-0" ELECT., TEL./DATA Of BRICK OR CONC. °0 000 3'-0" WHEN ELEC. & TEL./DATA ARE BLOCK UNITS PLAN VIEW r- GROUPED IN TRENCH o x II moo BRICK WALLS TO BE N M M N METAL STRIPS BURIED 12" ABOVE 24" PLASTERED WITH MORTAR UUJ 6'-0' °a°o°:,o, 00006,0°po P.E. PIPE EVERY 5' & AT BENDS AS PER SPECIFICATIONS1" �!MFER FINISHED (D o��e °°°°��e o (GAS LINES ONLY) 20" GRADE 6 ,;°a o,�•B° MARKING TAPE BURIED OVER ELECTRIC •o.�o o�.o° AND TEL/DATA CONDUITS er er er er er SLOPE AS 'a: � —� 1'-0" 1,_9„ 3„ 3„ 3,r 1,_3r o� o o ' • BOTTOM OF ° o•e°° e� y SPECIFIED 3" od;•e •�40 5'-4" 2-#5 CONDUIT TRENCH �'°abs ��a<'m ON PLANS N o c d°Oae•oe° peooeoo°o 12" SAND COVER OVER PIPE 28 DAY 3000 PSI CONCRETE 3" CLEAR 1'-0" X 7'-8" 4 7" SAND BED FROM o CRUSHED STONE COMPACTED TO 95% 3" 1 V-9" 4'-6" 1'-9" MAIN TO METER PIT MAX. DRY DENSITY PER ASTM D1557 GAS LINE ONLY SECTION C-C 7'-0" 1'-0" MIN IN ROCK. V) FLAT SLAB TOP VERTICAL SECTION SPECIAL FOUNDATION, IF ORDERED BY ENGINEER Q o SECTION PLAN OF REINFORCING 3/4" CRUSHED STONE TO BE INSTALLED TO V' DEPTH DETERMINED BY GEOTECHNICAL ENGINEER U CONFIRM SIZE WITH ELECTRIC COMPANY IN PEAT AND UNSUITABLE SOIL AREAS PRIOR TO CONSTRUCTION ELECTRICAL, TELECOMMUNICATION, z STANDARD SHALLOW STORM MANHOLE TRANSFORMER PAD AND GAS TRENCH DETAIL Designed B.S.R. Drawn B.S.R. N.T.S BLSS-004 N.T.S. BLLE-001 N.T.S. BLUD-001 Reviewed S.M.K. Scale AS INDICATED X Project No. 1902145 10 Date 05/15/2020 z CAD File: DN 190214501 3 0 Title DETAIL z SHEET 3 0 v N a i Sheet No. o DN = 8 N Z Q N m O O v N X (02020 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.