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Decision 4058 - M - C-5 Site Details Sheet 1"t, EXIST GRADE ELEVATION PLASTIC OR METAL BACKING FENCE WOVEN POLYPROPYLENE SILTATION FABRIC ATTACHED TO WIRE BACKING. 2" APPROX. EXCAVATE TRENCH FOR 6" FABRIC OVERLAP & BACKFILL W/ EXCAVATED MATERIAL SECTION A -A I XX TYPICAL SILTATION FENCE DETAIL SCALE N.T.S. NOTES: 1. EROSION CHECK DAMS TO BE CONSTRUCTED OF 2' MIN DIAMETER STONE 1.5' HIGH MIN AT CENTER, AND 1' WIDE AT TOP. 2. ELEVATION AT A" AT LEAST 6" ABOVE .OVERFLOW AT "B". 3. PLACE SUFFICIANT DAMS TO ESTABLISH MAX ELEVATION "C" TO BE AT TIAL OR ODEN POST PLASTIC OR METAL BACKING FENCE POLYPROPYLENE N FABRIC D TO BACKING. METAL OR WOODEN POST. NOTE: IN AREAS WHERE ANCHOR EXISTING GRADE TRENCH CANNOT BE DUG, FABRIC WILL BE LAID ON SURFACE AND COVERED WITH A MINIMUM OF 6" DEPTH OF SOIL. PLAN VIEW XX STONE CHECKDAM DETAIL SCALE: N.T.S. EROSION -009 11-11-04 ri n r U 0 i d m a N N E x Ti m 4E E �o O y� PO jl ;;o0 E E s� 10-16-95 HAYBALE BACKFILL AND— COMPACT SOIL AGAINST HAYBALE U L ENTRENCH HAYBALE TO 4" MIN. DEPTH SECTION A -A ANGLE FIRST STAKE TOWARD PREVIOUSLY A LAID BALE. LA ELEVATION "x2"x3' STAKE TOGETHER HAY ALES 2 PER BALE TOP VIEW TYPICAL SINGLE ROW Off( HAYBALE INSTALLATION DETAIL XX SCALE: N.T.S. EROSION -002 3-05-97 TONE. 151(SPE qT USHED //� S2TO7NE�I1&ED 1(2"�JCGRHUSGHREgD TO r0 HAY BALE �—=-. / PARKItJG TLOT SURFACE DED _ U FLOW A A 2ASBESPREDWEAKEBAL ' PLAN 1- CRUSHED ST01 ,I f ' c //CB. FRAME &GRATE BETWEEN FRAME AND GRATE OR USE FILTER BAG SWI 2'-0" USE SILTTSAACK BY ATLANTIC BAG (MIN.) CONSTRUCTION FABRICS, INC. OR APPROVED EQUAL SECTION A—A NOTES: 1. BALES SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BARS DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY WD BALE TO FORCE BALES TOGETHER. 3. BASIN IS TO BE INSPECTED AND CLEANED AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING THE INFILTRATION SYSTEM DURING CONSTRUCTION. XX TYPICAL TEMPORARY CATCH BASIN SEDIMENTATION BASIN DETAIL Q SECTION NOTES: 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO OWNER'S ENGINEER FOR APPROVAL 2. DESIGN FOR 400 C.F. PERMANENT STORAGE PER 1 ACRE OF CONTRIBUTING AREA. PERMANENT STORAGE PROVIDED = (7'-9'(9'-O")(15')=1,050 CF THEREFORE THIS UNIT WILL TREAT 2.6 ACRES OF CONTRIBUTING AREA. XX WATER QUALITY INLET (W.Q•I.) (1,050 C.F. RATED CAPACITY PROVIDES TREATMENT FOR 2.6 AC.) SCALE: N.T.S. MHCB-018 2-2-06 ADJUST TO GRADE WITH BRICK SEF IN FULL— MORTAR BED OR PRECAST CONCRETE RINGS MAX 12" ADJUSTMENT 24" DIA. MANHOLE FRAME & COVER TO BE— TYPE LK110 AS MANUFACTURED BY LEBARON FOUNDRY INC. OR APPROVED EQUAL COVER TO BE LETTERED "DRAIN" (3- HIGH LETTERS) T— ALTERNATIVE FLAT TOP SLAB 24" TOP SLAB SHALL MEET OR PEI, EXCEED H-20 LOADING. V c HZzrI I NOTES: 1. MANHOLES SHALL BE AN ASSEMBLY OF PRECAST SECTIONS, WITH STEEL REINFORCEMENT, WITH ADEQUATE JOINTING. 2. THE COMPLETE STRUCTURE SHALL BE OF SUCH MATERIAL AND QUALITY AS TO WITHSTAND H-20 LOADING WITHOUT FAILURE. HALF SECTION 16' -D" INSIDE wo 6" (Tl'P) IN EARTH IN ROCK WATERTIGHT GASKET (NP.) MAX 12" ADJUSTMENT 2. THE COMPLETE STRUCTURE SHALL BE OF SUCH 15" CPP INLET UV W V WIN t48-131A.(MIN)6, TO BE R -3405A AS MANUFACTURED WATER MAINS BY NEENAH FOUNDRY CO. OR (4) 12" DIA. ORIFICES APPROVED EQUAL \ 26" SO. OR 30" DN. FOR STD CB .o°• �. 24" DIA. OPENING 24' DIA. 16' CPP OUTLET OPENING PLACED SHEETING • N m 5 WHERE INDICATED 0o U wON I -M < LL ' 24" DIA. ;:° Vj *COMPACTED COMMON OPENING W �m ° rn BORROW FREE OF (4) 12' DIA PVC TRAPS ALTERNATIVE FLAT TOP SLAB 0 �Z STONES LARGER ;"o TOP SLAB SHALL MEET OR wF OOD H —NO LEDGE OR THAN 2" DIA. 12" CPP INLET - NOTE: e 6" MAX. LIFTS DMH DIAMETER ALL INVERTS AT THE SAME O PIPE g° ELEVATION, SEE PLAN FOR INVERTS 1 j 60" FOR DOUBLE GRATE 6' (72' DIA.) PLAN �Z m w STEPS 12. O.C. RIM AND COVER TO BE LEBARON 6" MIN. 8, 9g- D (i( 3 FOUNDRY INC. MODEL LK110 V COMPACTED SUBGRADE SECTION VENTED. OPRECAST CONCRETE CATCH BASIN XX RIM EL -SEE PLAN 2 BRICK MIN. IN r 1-16-06 MORTAR BED WATERTIGHT NON -SHRINK D PRECAST OR 00 BARREL BLOCK GROUT (TYP.) MORTAR BED AND 24" FILLET w o (MIN.) OAC 48' FOR PIPES UP TO 30' 8" 18" DISCHARGE 12' & 15" INLETS U72' T (4) 12' DIA PVC TRAPS 60' FOR 36" AND 42" PIPES g FI.OW_� FOR 48' PIPES WATER WATER CHAMBER 1 CHAMBER 2 CHAMBER 3 iv PRECAST CONCRETE 96' FOR 66" AND 7Y PIPES I CHAMBER TO BE Z'' -• tii': ROTONDO & SONS, �k DMH DIAL ARE FOR STWGHr 4) 12' DIA ORIFICES � INC. MODEL PC 9X16 THROUGH PIPE AND MAY HAVE .p OR APPROVED EQUAL 6" MIN. (NP)--) i p INTERSECTION ANGLES :�• ;� 3/4" CRUSHED STONE COMPACTED `o I CONIC. SUPPORT OR GRAVEL BASE 6' I 61-0. �6"� 6 -0- I6"I V-0— 6" (TYP)J MANHOLE (DMH) OX SCALE: N.T.S. SECTION NOTES: 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO OWNER'S ENGINEER FOR APPROVAL 2. DESIGN FOR 400 C.F. PERMANENT STORAGE PER 1 ACRE OF CONTRIBUTING AREA. PERMANENT STORAGE PROVIDED = (7'-9'(9'-O")(15')=1,050 CF THEREFORE THIS UNIT WILL TREAT 2.6 ACRES OF CONTRIBUTING AREA. XX WATER QUALITY INLET (W.Q•I.) (1,050 C.F. RATED CAPACITY PROVIDES TREATMENT FOR 2.6 AC.) SCALE: N.T.S. MHCB-018 2-2-06 ADJUST TO GRADE WITH BRICK SEF IN FULL— MORTAR BED OR PRECAST CONCRETE RINGS MAX 12" ADJUSTMENT 24" DIA. MANHOLE FRAME & COVER TO BE— TYPE LK110 AS MANUFACTURED BY LEBARON FOUNDRY INC. OR APPROVED EQUAL COVER TO BE LETTERED "DRAIN" (3- HIGH LETTERS) T— ALTERNATIVE FLAT TOP SLAB 24" TOP SLAB SHALL MEET OR PEI, EXCEED H-20 LOADING. V c HZzrI I NOTES: 1. MANHOLES SHALL BE AN ASSEMBLY OF PRECAST SECTIONS, WITH STEEL REINFORCEMENT, WITH ADEQUATE JOINTING. 2. THE COMPLETE STRUCTURE SHALL BE OF SUCH MATERIAL AND QUALITY AS TO WITHSTAND H-20 LOADING WITHOUT FAILURE. s COMPACT(EE7Q PRO ESSED S I 'A—LIMITS EXOCAVATION GRAVEL R MINUS AGAINST fL PIPE LINDISTURRRBED MATTTERIAL 9R. SHEETING l6 MAX. LIFTS) *USE COMPACTED PROCESSED SAND FOR WATER PIPE XX TYPICAL TRENCH DETAIL FOR UTILITY & DRAINAGE PIPE SCALE: N.T.S. PIPES -002 08-04-04 18' CPP INLET - FROM WATER QUALITY UNIT 42" (1.D.) PERT CMP (SEE PLAN) ^ HEADER Ir \i11 JI'. (8) 42' (I.D.) PERF CMP 60 LF I I I 42' l.F I.D.) PERF CMP 40 HEADER PIPE (TYP)- XX SUBSURFI SCALE.. N.T.S. 2" UNIFORMLY GRADED WASHED STONE (TYP) HALF SECTION HALF SECTION wo U• IN EARTH IN ROCK WATERTIGHT GASKET (NP.) MAX 12" ADJUSTMENT 2. THE COMPLETE STRUCTURE SHALL BE OF SUCH []ISSUED UV W V WIN t48-131A.(MIN)6, TO BE R -3405A AS MANUFACTURED WATER MAINS BY NEENAH FOUNDRY CO. OR 9 APPROVED EQUAL \ 26" SO. OR 30" DN. FOR STD CB .o°• 4' x 2' FOR DOUBLE GRATED PLACED SHEETING • TO BE LV2448-1 - m 5 WHERE INDICATED 0o U wON I -M < LL OR DIRECTED o ;:° Vj *COMPACTED COMMON ((60, DDS W �m ° rn BORROW FREE OF o ALTERNATIVE FLAT TOP SLAB 0 �Z STONES LARGER ;"o TOP SLAB SHALL MEET OR wF OOD H —NO LEDGE OR THAN 2" DIA. o' • 0 UNEXCAVATED MAI 6" MAX. LIFTS DMH DIAMETER w O PIPE g° W O 5" (48' DIA.) 1 j 60" FOR DOUBLE GRATE 6' (72' DIA.) PIPE �Z m w STEPS 12. O.C. Z 6" MIN. 8, 9g- D (i( 3 OR GRAVEL BASE V COMPACTED SUBGRADE SECTION OPRECAST CONCRETE CATCH BASIN XX (CB) SCALE N.T.S. r 1-16-06 WATERTIGHT NON -SHRINK D 00 GROUT (TYP.) DMH DIAMETER* w o OAC 48' FOR PIPES UP TO 30' 'F- CO U72' 60' FOR 36" AND 42" PIPES g FI.OW_� FOR 48' PIPES PIPE IWA 84' FOR 54' AND 60" PIPES 96' FOR 66" AND 7Y PIPES p. s Z'' -• tii': '•,V:•;.w;y.y �7x• �k DMH DIAL ARE FOR STWGHr a f THROUGH PIPE AND MAY HAVE .p 6" MIN. (NP)--) 6" MIN. TO BE INCREASED WE TO PIPE p INTERSECTION ANGLES :�• ;� 3/4" CRUSHED STONE COMPACTED SUBGRADE ��„ OR GRAVEL BASE SECTION PRECAST X' CONC.DRAIN MANHOLE (DMH) OX SCALE: N.T.S. MHCB-006 11-29-04 s COMPACT(EE7Q PRO ESSED S I 'A—LIMITS EXOCAVATION GRAVEL R MINUS AGAINST fL PIPE LINDISTURRRBED MATTTERIAL 9R. SHEETING l6 MAX. LIFTS) *USE COMPACTED PROCESSED SAND FOR WATER PIPE XX TYPICAL TRENCH DETAIL FOR UTILITY & DRAINAGE PIPE SCALE: N.T.S. PIPES -002 08-04-04 18' CPP INLET - FROM WATER QUALITY UNIT 42" (1.D.) PERT CMP (SEE PLAN) ^ HEADER Ir \i11 JI'. (8) 42' (I.D.) PERF CMP 60 LF I I I 42' l.F I.D.) PERF CMP 40 HEADER PIPE (TYP)- XX SUBSURFI SCALE.. N.T.S. 2" UNIFORMLY GRADED WASHED STONE (TYP) HALF SECTION HALF SECTION 1. MANHOLES SHALL BE AN ASSEMBLY OF PRECAST ADJUST TO GRADE WITH BRICK SET IN FULL IN EARTH IN ROCK JOINTING. MAX 12" ADJUSTMENT 2. THE COMPLETE STRUCTURE SHALL BE OF SUCH []ISSUED WARNING TAPE ABOVE CATCH BASIN FRAME & GRATE LOADING WITHOUT FAILURE. TO BE R -3405A AS MANUFACTURED WATER MAINS BY NEENAH FOUNDRY CO. OR 9 APPROVED EQUAL \ 26" SO. OR 30" DN. FOR STD CB .o°• 4' x 2' FOR DOUBLE GRATED PLACED SHEETING • TO BE LV2448-1 - m 5 WHERE INDICATED 0o U wON I -M < LL OR DIRECTED o ;:° Vj *COMPACTED COMMON WATERTIGHT GASKET (TYP.) W �m ° rn BORROW FREE OF o ALTERNATIVE FLAT TOP SLAB 0 WATERTIGHT NON -SHRINK GROUT (TYP.) STONES LARGER ;"o TOP SLAB SHALL MEET OR wF OOD H —NO LEDGE OR THAN 2" DIA. o' • 0 UNEXCAVATED MAI 6" MAX. LIFTS DMH DIAMETER �Q �jQQ��` THIS LINEOJECT E PIPE g° W O 5" (48' DIA.) 1 j 60" FOR DOUBLE GRATE NORMAL EXCAVATION < N Z 6" MIN. s COMPACT(EE7Q PRO ESSED S I 'A—LIMITS EXOCAVATION GRAVEL R MINUS AGAINST fL PIPE LINDISTURRRBED MATTTERIAL 9R. SHEETING l6 MAX. LIFTS) *USE COMPACTED PROCESSED SAND FOR WATER PIPE XX TYPICAL TRENCH DETAIL FOR UTILITY & DRAINAGE PIPE SCALE: N.T.S. PIPES -002 08-04-04 18' CPP INLET - FROM WATER QUALITY UNIT 42" (1.D.) PERT CMP (SEE PLAN) ^ HEADER Ir \i11 JI'. (8) 42' (I.D.) PERF CMP 60 LF I I I 42' l.F I.D.) PERF CMP 40 HEADER PIPE (TYP)- XX SUBSURFI SCALE.. N.T.S. 2" UNIFORMLY GRADED WASHED STONE (TYP) INCLUDE PVC @ TYPICAL CLEANOUT•E_ _• IENT SECTION AS REWIRED DETAIL) , —LEBARON FRAME WITH LOCKING COVER MODEL # LA0910 LETTERED "CLEANOUT —2'-0" x 2'-0" CONCRETE CAP I ! 3" BIT. CONCRETE PAVING I —6" PVC 6"-45' BEND 6"x6" WYE BRANCH 11-08-05 NOTES, 1. CORRUGATED METAL PIPE (C.M.P.) TO BE ZINC GALVANIZED, 14 GAGE AND PERFORATED FOR FULL 36D', SUBMIT SHOP DRAWING FOR APPROVAL 2. CONTRACTOR M SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION FOR VERIFICATION OF FINAL INLET AND OUTLET HEADER DETAILS. 3. UNIFORMITY OF WASHED STONE IS IMPORTANT TO OBTAIN THE DESIRED VOID RATIO. CONTRACTOR SHALL SUBMIT A GRADATION ANALYSIS FOR APPROVAL UNIFORMLY GRADED 3/4' OR 1 1 2' WASHED STONE MAY BE SUBSTITUTE[) FOR BED AIA ®NOT FOR CONSTRUCTION NOTES: FOR 1. MANHOLES SHALL BE AN ASSEMBLY OF PRECAST ADJUST TO GRADE WITH BRICK SET IN FULL SECTIONS, WITH STEEL REINFORCEMENT, WITH ADEQUATE MORTAR BED OR PRECAST CONCRETE RINGS JOINTING. MAX 12" ADJUSTMENT 2. THE COMPLETE STRUCTURE SHALL BE OF SUCH []ISSUED MATERIAL AND QUALRY AS TO WITHSTAND H-20 CATCH BASIN FRAME & GRATE LOADING WITHOUT FAILURE. TO BE R -3405A AS MANUFACTURED Q BY NEENAH FOUNDRY CO. OR 9 APPROVED EQUAL w 26" SO. OR 30" DN. FOR STD CB EE C C m °UJ�10 4' x 2' FOR DOUBLE GRATED C.B. (60" DIA. C.B.) FRAME & GRATE � TO BE LV2448-1 - m 5 8' 0o U wON I -M < LL F w 0 l Vj VU 2w WATERTIGHT GASKET (TYP.) W �m ° rn 48bIA. MIN V U ALTERNATIVE FLAT TOP SLAB 0 WATERTIGHT NON -SHRINK GROUT (TYP.) rc Z CPP C TOP SLAB SHALL MEET OR wF OOD H EXCEED H-20 LOADING. rc a)=r w w z a DMH DIAMETER 48" FOR PIPES UP TO 24" Z o a 60" FOR 18" PIPES W O 5" (48' DIA.) 1 j 60" FOR DOUBLE GRATE w 6" (60" DIA.) < N 6" MIN. (TYP.) 6" MIN. 3/4" CRUSHED STONE OR GRAVEL BASE COMPACTED SUBGRADE SECTION OPRECAST CONCRETE CATCH BASIN XX (CB) SCALE N.T.S. r 1-16-06 INCLUDE PVC @ TYPICAL CLEANOUT•E_ _• IENT SECTION AS REWIRED DETAIL) , —LEBARON FRAME WITH LOCKING COVER MODEL # LA0910 LETTERED "CLEANOUT —2'-0" x 2'-0" CONCRETE CAP I ! 3" BIT. CONCRETE PAVING I —6" PVC 6"-45' BEND 6"x6" WYE BRANCH 11-08-05 NOTES, 1. CORRUGATED METAL PIPE (C.M.P.) TO BE ZINC GALVANIZED, 14 GAGE AND PERFORATED FOR FULL 36D', SUBMIT SHOP DRAWING FOR APPROVAL 2. CONTRACTOR M SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION FOR VERIFICATION OF FINAL INLET AND OUTLET HEADER DETAILS. 3. UNIFORMITY OF WASHED STONE IS IMPORTANT TO OBTAIN THE DESIRED VOID RATIO. CONTRACTOR SHALL SUBMIT A GRADATION ANALYSIS FOR APPROVAL UNIFORMLY GRADED 3/4' OR 1 1 2' WASHED STONE MAY BE SUBSTITUTE[) FOR BED AIA ®NOT FOR CONSTRUCTION ❑ ISSUED FOR REVIEW ®ISSUED FOR PERMIT [:]ISSUED FOR BID/PRICING []ISSUED FOR CONSTRUCTION C.M.P. 40 MIL HDPE WATERTIGHT MEMBRANE BITM & SIDES !-2-06 T Copyright © 2000 by Carter & Burgess, Inc. PREPARED FOR: a � 4� O Q 1:4 O rdn��� O v P � O PREPARED BY: DRAWN BY: RGP Ma CHECKED BY: DAF a O C) m Cl) m ova, Q W IO N 1-vQ 9 c A w � EE C C m °UJ�10 C'ja C0 � v m 5 w < 0o mW Ill 4) I -M < LL w Z. Vj LLOo y 47 �m ° rn WWY1 C� � N N C oc 0 O N a)=r z a � N,H2 Q W N r 10 co D 00 T Copyright © 2000 by Carter & Burgess, Inc. PREPARED FOR: a � 4� O Q 1:4 O rdn��� O v P � O PREPARED BY: DRAWN BY: RGP Ma CHECKED BY: DAF a O C) m Cl) m ova, Q W IO N 1-vQ 9 c A 10 EDtnN r EE C C m °UJ�10 C'ja C0 an m 5 w < 0o mW Ill 4) I -M < LL Z. Vj LLOo y 47 �m ° rn WWY1 C� � N N C Q 0 O N a)=r Ua vUID DESIGNED BY: SXS DRAWN BY: RGP CHECKED BY: DAF MD SCALE: N.T.S. DATE: 2/3/2006 r C0 W W Vj Co U J Q C0 W r 10 co D 00 W Q OAC 'F- CO DRAWING NO. C=5 PROJECT NO. 305517