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1.00 General Application Materials_PartF0 cn w w N • • N �m 0; O ZO U0 r �W du o wN WN Z / ►� v 1 N U Ln ILI a� 00 00 \ / / \ � Ln w / S S W) Ul - (n / / 6� / M R F�856. SDR 1 .6 (1� d' x / - 6 1 NV 6 35 - 8. O RT T 6 60.1 3.5 INVERT iN �848. DR Op �� N � 0.6j��� T 0 S 3 \ _ — � 0 Z � z W f�VERT OUT 6-84 .00 3 .� SLOPE 3 0 U 68 .8 SD \ \ OAP 8��• 5X \ ��1'� 0 n z 0)2 z- 0 0 I I 22.07 i Icfl / ^�° / \ \ \ PE 6. I IN 6814.90 SQ.,35 / °' / \ / LO �I IN f 814.'90 S R 35 rk I 68 4.70 DR 5 CO 2 a � H-A4-2 � � 9 N cP Q A 1 +1 0 / y/ �/9 lyc W i 0 p IM 6841.4i / / / � 0 R 9 / �., pR 3 INVERT I 16835.80 S / 00 / / ` / —�6 I >>8 0 INVERT OU 6835.60 S 5 / 850o i���' u 3500 00 LLI \ I I CO I I (.,•I / / O • � \ ~• � I � m co / I R IN 68 8. R / J / 4�6 \ L` co \ \ \ \ I / a q y o U 0a 00 5 50 0 50 100 150 M M M HORIZONTAL GRAPHIC SCALE IN FEET DC Q 1 INCH = 50 FEET uJ 9. o VERTICAL SCALE, 1 INCH = 10 FEETqqr coo Q U ' W w Q O 5 a 0 ao �(O N d M N M � G O (n�Z II 0 v. S z 0 J w � U Q V = � cn cn 0 Ln O r� 0 IR v o o 00 N O DO r c oro OLn + 00 Q�j ZLn 6880 001, 687(co 6860 6850 DATUM DATUM ELEV 6805. 6845.00 N (D LO O 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 Lu SMH-A4 to SMH-A4-6 SMH-A4-4 to SMH-A4-4-6 0 0 50 100 150 ELEV 00 HORIZONTAL GRAPHIC SCALE IN FEET 1 INCH = 50 FEET VERTICAL SCALE, 1 INCH = 10 FEET M � Q p 0 N � O N o0 N � O O � N N H I OcflZp 6870 � 2 W W ��- NNE-- 0_� N O — � 68so ���?O FI ---- ---- =Q�ww NNO'ZZ 6850 / — o U) U) '/ N 6840 pNZZ Q + QO I � � � Z Z � 6830 i O i 6820 O� 6810 FINISHED GRADE I� O I� r7 r7 cfl � a0 � � a0 u7 r7 I� ao in � co r � N N � � � � N r� O N a0 � �•'') � � ao N I'7 I'7 I'7 � � Ln Ln Ln Ln Ln Ln Ln cD c0 c0 c0 c0 I I Q I NN ON �O ODO NN �c� �� •Z� 00 00 + / 0000 I OOpZ� � I Q of of NOO ocozz I +OOHH �co�� �H cncn ?? FIN SHED o��� ww - c~no'zZ,25% SD 35 LEN 9 .20' SLOPE .41 q LEN 1 0' DIA 8i .PVC SLOPE 3.05% F NISHED iA 8 n•pVC GRADE O � O 00 I� O � N r') O) 00 O O � 00 N cD O � O � r 00 rn O N �t � co 00 O � � co I� a0 � � � � � � � 00 (O C� 00 CD 00 (D 00 tD CD Cfl 00 CO I� 00 � � � � � 00 CO fD 00 (D 00 (� 00 c� 00 t� c0 00 t� (D cfl c0 00 c0 00 c� cfl 00 c0 c0 O 00 CO 00 Cfl 00 CO 00 CO QCO = m U m z O w > o w ia�Z 48" CONCRETE SHELF TO BE MINIMUM SLOPED TOWARD CHANNEL: MAXIMUM SLOPE = 2"/ FOOT MINIMUM SLOPE = 1"/ FOOT KORBAND CONCRETE SHELF PIPE CLAMP INLET PIPE GRADE DROP INSIDE a MANHOLE BETWEEN 1-1/2" RADIUS 4 PORTLAND CROWNS (SEE NOTE) OUTLET PIPE a CEMENT CONCRETE a NOTE: MINIMUM GRADE DROP BETWEEN CROWNS OR BETWEEN INVERTS SMOOTH GRADE IS 0.10 FT. MAXIMUM GRADE BETWEEN INLET -' DROP BETWEEN CROWNS OR d AND OUTLET PIPE:'OIA..:'':':' :::' BETWEEN INVERTS IS ONE—HALF 77 ` ° TIMES THE INSIDE DIAMETER OF r : ..:: •::': :: .; .:. MANHOLE. KOR—N—SEAL I ...... .......:... .. ... . REINFORCED FLEXIBLE ".::: :: ::... PRECAST OR CONNECTOR OR a ' Q' CAST -IN -PLACE APPROVED MANHOLE BASE a EQUAL a d ..d7 aa.e ao e oa e e e o ..e e wee wee Section of Tvbical Sanitary Sewer Manhole Channel TYPICAL FOR CONSTRUCTION IN FIELD OR YARD NEENAH MANHOLE FRAME AND COVER —\ R-1780 OR APPROVED EQUAL WITH WORDS "SANITARY SEWER" ON COVER SAND CONCRETE GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI PRECAST REINFORCED CONCRETE CONE a 8" Not To Scale TYPICAL FOR CONSTRUCTION IN TRAVELED WAY 12- MIN. 16" M� REPLACE ASPHALT TO GRADE AND SPECIFICATIONS OF ORIGINAL ASPHALT REPLACE BASE COARSE AND SUB —BASE TO ORIGINAL SPECIFICATIONS SAW CUT EDGE OF ASPHALT ESUB— SE COARSE BASE EDGE OF EXCAVATION c ADJUST TO GRADE WITH REINFORCED R CONCRETE LEVELING RINGS 2" MINIMUM AND 12"MAXIMUM ALUMINUM OR CAST IRON MANHOLE STEPS OR APPROVED EQUAL. MINIMUM SPACING = 12" O.C. MAXIMUM SPACING = 16" O.C. — PRECAST REINFORCED CONCRETE MANHOLE BARREL Plan Views, Typical Sanitary Sewer Manhole Channels Not To Scale PROPERTY LINE OR EASEMENT LINE LOCATE VALVE BOX AS DEPICTED ON PLANS FINISHED GRADE — CURB STOP WITH ADJ BOX, ARCH PATTERN 1-1/2" HDPE, CONTINUOUS PROVIDE HORIZONTAL BEND FOR EXPANSION & CONTRACTION 7 2" HPDE � / 9.0' 6" 6' STEEL POST, 3' ABOVE GROUND, PAINTED BLUE 1-1/2" BALL VALVE W/ VALVE BOX WELDED HDPE 2"xl-1/2" WYE I� I HORIZONTAL BEND LpW 4•XWXa• calc R! FOR EXPANSION & PRESSURE BLOCK Base CONTRACTION SEWER WELDED HDPE 2"xl-1/2" WYE Low Pressure Sewer Service Connection Detail — PAINT TOP FOOT OF MARKER BRIGHT GREE+,r / 5" MANHOLE JOINTS TO BE SEALED WITH \ "KENT SEAL" MANUFACTURED BY K.T. 2" X 4" MARKER POST EXTENDING TO a SNYDER COMPANY OR APPROVED REMOVABLE STOPPER. NOT REQUIRED EQUAL. RUBBER 0—RING GASKETS IF CONNECTED TO EXISTING SERVICE. Jr 48" o MAY BE USED IF APPROVED BY THE ENGINEER. NOTE: WHEN SEWER MAIN IS AT AN EXCESSIVE Cast Iron Clean out Castings, Inc. DEPTH, THE SERVICE MAY CONTINUE UP AT 45' Model CO-8030-CIB, With Bolt-Down Lid.(or TO A MINIMUM DEPTH OF 6' THEN CONTINUE approved egaaI, p.) AT ALLOWABLE SLOPE TO BUILDING. INVERT OUT SHOWN ON PROFILE TYPICAL SERVICE PIPE AND FITTINGS ARE --------- ----- — --- a a 4" SDR-35 PVC UNLESS OTHERWISE NOTED. J-inch Washed Gravel SLOPE CONCRETE A MINIMUM OF 1" PER I ; - 2.5-feet in Diameter, s-manes o FOOT OR A MAXIMUM OF 2" PER FOOT MINIMUM GRADE = 2% (1/4" PER FOOT) Cast Iran Valve Be, Riser - with "sEeaR-oowonLid.d(tyP) I thick. (typ.) TOWARD CHANNEL I INVERT IN SHOWN ON PROFILE I PORTLAND CEMENT CONCRETE INVERT (SEE TYPICAL MANHOLE CHANNEL DETAIL) SEWER MAIN z-men s.D.R.-11 HDPE Cleanout z-inch Screw -in Plug 45' BEND Riser Isco Part No. ISFFC002111PS PRECAST REINFORCED CONCRETE MANHOLE 45' REMOVABLE STOPPER OR 2-inch HDPE Ball Valve rp') Flaw Fu Encasement of all BASE CONCRETE MANHOLE CONNECT TO EXISTING SERVICE �) zbr oc ofdeurfarea([nn BASE �ASREIINFOPLACE AS DIRECTED BY ENGINEER < a ° 0 6" BEDDING MATERIAL: 1-1/2" FULL BODY WYE 10-AWO 'UeF' T� b °4 MINUS GRAVEL COMPACTED TO 8" MINIIv�JM 95% MODIFIED PROCTOR DENSITY � '4 . 6rtee_ _ _ ve_ e _ tee_ Sanitary Sewer Service -__-_-__ ----- - a SW 2-inch S.D.R.-11 HDPE 45 ELBOWS - FUSION -WELDED ISCO Part No. ISFF4502111PS (typ.) n d Connection at Sewer Main 2-inch HDPE SWEEP Wye o Butt -Welded ISCO Part No. ISFFWY02071P5 ' ` Typical Sanitary Sewer Manhole Not To Scale �� Washed Gravel Concrete Thrust Block (typ) SECTION "A A" Not To Scale NOT TO SCALE TYPICAL FOR CONSTRUCTION IN FIELD OR YARD TYPICAL FOR CONSTRUCTION IN TRAVELED WAY REESTABLISH LAWN AREAS WITH REPLACE ASPHALT TO GRADE AND SPECIFICATIONS SOD. REVEGETATE NON LAW AREAS OR ORIGINAL ASPHALT OR MIN. TOWN SPECS. FOR IN ACCORDANCE WITH TOWN CLASS O STREET, WHICHEVER IS GREATER. SEE SPECIFICATIONS. NOTE (2). REPLACE BASE COURSE AND SUB -BASE TO ORIGINAL OR TOWN, REPLACED TOPSOIL OR PROJECT SPECIFICATIONS, WHICHEVER IS GREATER. 2' �I III j 7����� SAW CUT / III III III -III III _ e __ __ o e BASE COARSE EDGE OF ASPHALT SUB -BASE SIDE OF EXCAVATION REPLACE OR INSTALL GEOTEXTILE FABRIC IF SPECIFIED BY ENGINEER SIDES OF TRENCHES HIGHER THAN 5' /���� BACK FILL MATERIAL PER ABOVE THE BOTTOM OF THE TRENCH CONSTRUCTIN SPECIFICATIONS TO HAVE A MAXIMUM SLOPE OF 1 :1 OR TO BE SHORED AND SHEATHED IN ACCORDANCE WITH OSHA REGULATIONS. TRENCH yl O WIpTH 3 MINIMUM DEPTH OF BURY TO BE 3.5 FEET FROM FINISHED GRADE Tn renWN OF PIPE q o SELECT PIPE BEDDING MATERIAL PER CONSTRUCTION SPECIFICATIONS. 12" MINIMUM MINIMUM 12 AWG "UF" GRADE INSULATED COPPER TRACE WIRE TAPED TO CROWN OF PIPE PER SPECIFICATIONS. WATER PIPE (SIZE, GRADE AND MATERIAL SHOWN ON PLAN AND PROFILES) IN AREAS OF UNSUITABLE BEDDING MATERIAL ENCOUNTERED AT GRADE DEPTH, EXCAVATE ADDITIONAL DEPTH AS DIRECTED BY ENGINEER, AND REPLACE WITH SUITABLE MATERIAL AS DIRECTED BY ENGINEER. Oj ROTO-MILL ONE HALF THICKNESS OF ASPHALT OR 1-1/2" MINIMUM THICKNESS. APPLY TACK COAT TO MILLED SURFACE. REPLACE WITH HOT BITUMINOUS PAVEMENT IN FINAL OVERLAY OF ENTIRE TRENCH AREA OR SAW CUT ASPHALT A MINIMUM DISTANCE OF 2 FT. LATERALLY FROM EDGE OF EXCAVATION AND REPLACE REMOVED ASPHALT USING INFRARED PATCHING PROCESS AT ASPHALT SAWCUT JOINT. OFOR PIPELINE CONSTRUCTION WHICH IS TO BE UNDER NEW ROADWAY CONSTRUCTION, THE CONSTRUCTED ROADWAY SECTION SHALL BE IN ACCORDANCE WITH THE ROAD SECTION DESIGN PREPARED BY A GEOTECHNICAL ENGINEER. OTRENCH WIDTH TO BE A MINIMUM OF 8" PLUS THE DIAMETER OF THE PIPE, AND A MAXIMUM OF 24" PLUS THE DIAMETER OF THE PIPE. Typical Sanitary Sewer Line Trench Not To Scale TYPICAL FOR CONSTRUCTION IN FIELD OR YARD TYPICAL FOR CONSTRUCTION IN TRAVELED WAY CONCRETE COLLAR (SEE DETAIL) REPLACE ASPHALT TO GRADE AND SPECIFICATIONS OF ORIGINAL NEENAH MANHOLE FRAME AND COVER I RECESS MANHOLE ASPHALT OR MIN. TOWN SPECS FOR R-1780 OR APPROVED EQUAL WITH RIM AND LID CLASS OF STREET, WHICHEVER IS SEE NOTE THE WORD "SEWER" ON THE COVER 1/4" TO 3/8" GREATER. 2 TYPE "F" PICK -HOLE ON COVER BELOW FINISH GRADE OF REPLACE BASE COARSE AND CONCRETE SUB -BASE TO ORIGINAL SAND CONCRETE GROUT WITH MINIMUM COLLAR SPECIFICATIONS COMPRESSIVE STRENGTH OF 3000 PSIIN F UK YARDSIELDS TOP OF / �\� / e - e _ BASE COARSE MANHOLE COVER _- SAW CUT SHALL BE SET ° a�_ a EDGE OF AT AN ELEVATION - e - ' _' e SUB -BASE ASPHALT TO PREVENT ° a° ; ADJUST TO GRADE WITH EDGE OF PONDING AT THE 8" a a 24" REINFORCED CONCRETE LEVELING MANHOLE AND RINGS 2" MINIMUM AND 12" EXCAVATION SURFACE MAXIMUM 3.5' INFILTRATION 24" MIN. 5" MAX. MANHOLE JOINTS TO BE SEALED WITH "Rub'R-Nek" MANUFACTURED INVERT OUT c BY K.T. SNYDER COMPANY OR SHOWN ON 48" APPROVED EQUAL. PROFILE ALUMINUM OR M.A. INDUSTRIES MANHOLE INVERT IN 12' MIN. STEPS OR APPROVED EQUAL. SHOWN ON 16n MINIMUM SPACING = 12" O.C. PROFILE 4' MAX. MAXIMUM SPACING = 16" O.C. 18" a PRE -CAST REINFORCED CONCRETE MAXIMUM MANHOLE BARREL SLOPE CONCRETE A MINIMUM OF 1" PER FOOT OR A MAXIMUM OF 2" PER FOOT TOWARD CHANNEL PORTLAND CEMENT CONCRETE INVERT LV (SEE TYPICAL MANHOLE CHANNEL DETAIL) 8" MINIMUM e d PRE —CAST REINFORCED CONCRETE MANHOLE BASE OR REINFORCED 6^ CONCRETE MANHQLE BASE ' P CAST—IN—PLACE(3) \/ NY/ ///////�COURSE MATERIAL: AS PER SPECIFICATIONS OROTO—MILL ONE HALF THICKNESS OF ASPHALT OR 2" MINIMUM COMPACTED INSITU THICKNESS. APPLY TACK COAT TO MILLED SURFACE. REPLACE WITH SUBGRADE AS PER SEAL CONNECTION TO HOT BITUMINOUS PAVEMENT IN FINAL OVERLAY OF ENTIRE TRENCH SPECIFICATIONS MANHOLE WITH AREA OR SAW CUT ASPHALT A MINIMUM DISTANCE OF 2 FT. NON —SHRINK GROUT OR LATERALLY FROM EDGE OF EXCAVATION AND REPLACE REMOVED KOR—N—SEAL I ASPHALT USING INFRARED PATCHING PROCESS AT ASPHALT SAWCUT FLEXIBLE CONNECTOR, JOINT. OR APPROVED EQUAL (SEE SEWER MANHOLE O FOR PIPELINE CONSTRUCTION WHICH IS TO BE UNDER NEW CHANNEL SECTION ROADWAY CONSTRUCTION, THE CONSTRUCTED ROADWAY DETAIL). SECTION SHALL BE IN ACCORDANCE WITH THE ROAD SECTION DESIGN PREPARED BY A GEOTECHNICAL ENGINEER. O3 IN HIGH GROUND WATER CONDITIONS, AT THE DIRECTION OF THE TOWN, PRECAST MANHOLE BASES SHALL BE USED. Standard Straight Sanitary Sewer Manhole Not To Scale Not To Scale Cast Iron Clean Out Castings, Inc. Model Capproved CIB, With Bolt -Down Lid.(or approvNOTE; Not shown for clarity. Concrete Thrust Block and Washed Gravel under EACH ed qual) Ball Valve; Washed Gravel under EACH Cleanout Box; Flwo-Fill Encasement of ALL (typ') Elbows and riser pipe. See Section "A - A" for Details. T_ cast Iran valve Box Riser - Rh"SEWER" o the lid, and Bolt -Down Lid. (typ.) 2-inch Screw -in Plug 2-inch S.D.R.-11 HDPE Cleanout 5.50' Riser ISCO Part (mi l 'li No. ISFFC002111PS cove,) (typ.) ZL2-1,dh HDPE Ball Valve visible) - (typ.) (2) 2-inch S.D.R.-11 HUFF SWEEP 45' ELBOWS - 10-AWG "UF" Trace FUSION -WELDED ISCO Part No. Wire.(typ.) ISFF4502111PS (typ.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Flow to Manhole _ Flow from Purrp �z 2-inch HDPE SWEEP Wye - 2-1nch S.D.R.-11 HDPE Force Butt -Welded ISCO Part No. Main (typ.) ISFFWY02071PS (typ.) SECTION VIEW OF SEWER FORCE MAINS CLEANOUT NOT TO SCALE 0 Cast Iron Clean Out Castings, Inc. Model 00-8030-CIB, Wth Bolt -Down Lid.(or approved equal) (typ) n Plug 2/ELB O(2) 2-inch SE SWEEP SCO FUSION-WELDEDISCO. --�ISFF4.)Cast Iron Valve Box Riser - with "SEWER"on the lid, and Bolt -Down Lid. (typ2-inch S.D.R.-11 HOPE Cleanout Riser ISCO Part No. ISFFC002111PS (typ.) 10-AWG "UF" Trace 2-inch HDPE Ball Valve J we(t ------------ 9 ¢----- Flow to Manhole - _ -� _ Flow from Pump Alternate orientation of Clean -out Wye, ball valve x 01 2-inch HDPE S ye P W- Butt -Welded and riser, and cleanout Y' i� ISCO Part No. ISFFWY02071PS � i NOTE; Not shown for clarity. Concrete Ball Valve; Washed Gravel under EACH Thrust Block and Washed Gravel under EACH Cleanout Box; Flwa-Fill Encasement of ALL __- /i__-````N Elbows and riser See Section "A - A" for Details. ' pipe. PLAN VIEW OF SEWER FORCE MAINS CLEANOUT 1 �111�11111MY1 1 NOT TO SCALE Sanitary Sewer Force Mains Cleanout Not To Scale TYPICAL FOR CONSTRUCTION IN FIELD OR YARD TYPICAL FOR CONSTRUCTION IN TRAVELED WAY RECESS MANHOLE 1/4" TO 3/8" BELOW D & L SUPPLY CLEANOUT FRAME AND FINISH GRADE OF CONCRETE COLLAR CUVER H-8030 OR APPROVED EQUAL WITH THE WORD "SEWER" ON THE COVER REPLACE ASPHALT TO GRADE AND SPECIFICATIONS OF ORIGINAL ASPHALT OR X CO j�\ jam\ BASE COARSE e = SUB -BASE REPLACE BASE COURSE AND SUB -BASE TO ORIGINAL SPECIFICATIONS VARIES COMPACTE TO 95% 3/4 INCH MINUS GRANULAR STANDARD PROCTOR FILL MEETING CDOT CLASS 6 DENSITY SPECIFICATIONS 6" I.D. PIPE (TYPE SHOWN ON PLANS) STANDARD 6" 45' BEND STANDARD O-RING CORPORATION JOINTS SEWER LINE NOTE: NOG FITTINGS OR PIPE ALLOWED FLOW DIRECTION LINE SIZE X 6" WYE �j ROTO-MILL ONE HALF THICKNESS OF ASPHALT OR 1-1 /2" MINIMUM THICKNESS. APPLY TACK COAT TO MILLED SURFACE. REPLACE WITH HOT BITUMINOUS PAVEMENT IN FINAL OVERLAY OF ENTIRE TRENCH AREA OR SAW CUT ASPHALT A MINIMUM DISTANCE OF 2 FT. LATERALLY FROM EDGE OF EXCAVATION AND REPLACE REMOVED ASPHALT USING INFRARED PATCHING PROCESS AT ASPHALT SAWCUT JOINT. OFOR PIPELINE CONSTRUCTION WHICH IS TO BE UNDER NEW ROADWAY CONSTRUCTION, THE CONSTRUCTED ROADWAY SECTION SHALL BE IN ACCORDANCE WITH THE ROAD SECTION DESIGN PREPARED BY A GEOTECHNICAL ENGINEER. Sanitary Sewer Cleanout Not To Scale II IN O j M o� z0 U0 00 W ui //��ri z U) (n � IL a wN WN W 1.00 z z o Z � .� W W Udf Q� 00 0O� � W lk (n �m IQz �a W °W �F NN �Z Z IQ0 Nz �r u 0)" rvl' �I pal - U O O V � W W cc O 1^ co M 0 U W O CD Q 0 = m U LU m < Z Lx7 > w W H- Q 0 >o iiz / y5 /Ix 6900 / X / X X X I / T 6b90 \ L \ / � I 0,798 q. ft. \ I I -------------------------- QD I I Ito T 68 s--- 0 I I 2 41 s ft. -- -- OT 73 b 970 s v , LOT 71 21,711 sq. ft/ o / / 6g5 L X 1 \ 19,148 sq. ft p — Fill g _ se Bh nda y I \ / _-- r I I X v A LOT 77 14, 7 sq. X oa L 81 I I J / co 13 131 sq. o / L T 82 I � / / � � 0 � 14,1 9 s ft. I I X U Q I 0)/ S A H`-A I- 0 Co I w / // /6860 0T 83 / 6 11,734 sq. ft. / /l I I X L 0 T 8 13, 30 sq ft. / 18,334 s ft o OT 84 / / 11,749 sq. ft. 40 // 7 CO1 \ S - 13 0 s 1 M / ew Itn is ee i / / \ STAR I (X / th or f / \ N % / I / / - 4 ppr xt el 0' p \ (CO 0 / V 4 v I I _ v -4: r \ pa t N SDMH 9- Detention Pond'B" BSTS 1 ,27 s f. A 2 LOT 8 / 2 ,30 sq. ft. I / 11, 16 sq. ft. / H-A4 .6 2 RES H- // TIVE OPE PA E M3 RC L I sT \ �� / 69,817 s . t. 4,12 sq. ft. \ AC ES , 00 LOT 8 1 ,316 sq. f . co L T 87 / \ 11, 3. sq. ft. _' TO BE FIELD \ SM -A2 VERIFIED _ � o 00 p cocp II I / O ,O I /Z O C.O .E r 3 ' ' U) 6a r/ / r — — � 6820 I 1. _— 76 x n 6,561 sq. ft. �F— WL PROPOSED 8" CL. 200 C900 PVC WATERLINE x PROPOSED 8" GATE VALVE 50 0 50 100 150 GRAPHIC SCALE IN FEET 1 INCH = 50 FEET CONTOUR INTERVAL = 2 FEET O � rO v Q, � N 0 � � �*,J Ln (� o Ctj � U O O i N U) E0o Z y, O Ud " ,> z z wN WN W 1.00 0 Z O U3� ..1 W W m� Om ELn WRw 0x U)zm W �0 °W �F Ln N � z 0) lQo °Z VU 0)") �m V. W U in m C7 m z m V O � W > �a W a aka Ocn f— a 3 _O z 0 O Q�Lu V d � c) 0 om Q = m U 0 m : Z_ O w L > b w ia� Z AP OR PLUG CROSS SECTION OF TYPICAL THRUST BLOCK REDUCER TEE MINIMUM DIMENSIONS FOR THRUST BLOCKING FITTING SIZES TEES & PLUGS 90' BEND 45' BEND & WYES _ - A B A B A B A B 6" 2'-0" (2.00') V-11" (1.92') 2'-5' (2.42') 2'-2" (2.17') V-10" (1.83') V-7" (1.58') V-9" (1.75') 0'-10" (0.83') 8" 2'-8" (2.67') 2'-6" (2.50') V-2" (3.17') 3'-0" (3.00') 2'-5" (2.42') 2'-1" (2.08') V-9" (1.75') V-6" (1.50') 10" V-4" (3.33') V-3" (3.25') 4'-0" (4.00') V-10" (3.83') 3'-0" (3.00') 2'-9" (2.75') 2'-2" (2.17') V-11" (1.92') 12" 4'-0" (4.00') V-10" (3.83' 4'-8" (4.67') 4'-8" (4.67') 3'-8" (3.67') V-3" (3.25') 2'-7" (2.58') 2'-3" (2.25') 14" 5'-5" (5.42') 3'-10" (3.83' 6'-6" (6.50') 4'-11" (4.92') 4'-9" (4.75') 3'-5" (3.42') 3'-5" (3.42') 2'-5" (2.42') NOTE: DIMENSIONS OF THRUST BLOCKS WILL DEPEND ON SOIL CONDITIONS AT SITE OF THRUST BLOCK. THRUST BLOCKS LARGER THAN SHOWN IN THIS TABLE MAY BE REQUIRED. Thrust Blocks Not To Scale TYPICAL FOR CONSTRUCTION IN FIELD OR YARD REESTABLISH LAWN AREAS WITH SOD. REVEGETATE NON LAWN AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS. REPLACED TOPSOIL SIDE OF EXCAVATION - SIDES OF TRENCHES HIGHER THAN 5' ABOVE THE BOTTOM OF THE TRENCH TO HAVE A MAXIMUM SLOPE OF 1:1 OR TO BE SHORED AND SHEATHED IN ACCORDANCE WITH OSHA REGULATIONS. MINIMUM DEPTH OF BURY TO BE 5.5 FEET FROM FINISHED GRADE TRENCH WI TYPICAL FOR CONSTRUCTION IN TRAVELED WAY REPLACE ASPHALT TO GRADE AND SPECIFICATIONS OF ORIGINAL ASPHALT OR MIN. TOWN SPECS. FOR CLASS OF STREET, WHICHEVER IS GREATER SEE NOTE O REPLACE BASE COARSE AND SUB -BASE TO ORIGINAL OR TOWN, �OR PROJECT SPECIFICATI NS, WHICHEVER ARE GREATER. BASE COARSE SAW CUT EDGE OF ASPHALT SUB -BASE REPLACE OR INSTALL GEOTEXTILE FABRIC IF SPECIFIED BY ENGINEER BACK FILL MATERIAL PER CONSTRUCTION SPECIFICATIONS O TO CROWN OF PIPE. SELECT PIPE BEDDING MATERIAL PER CONSTRUCTION SPECIFICATIONS 12" MINIMUM A ; MINIMUM 10 AWG "UF" GRADE INSULATED COPPER TRACE WIRE TAPED TO CROWN OF <: PIPE PER SPECIFICATIONS. WATER PIPE 4 (SIZE AND TYPE SHOWN ON PLANS AND SPECIFICATIONS) IN AREAS OF UNSUITABLE BEDDING MATERIAL ENCOUNTERED AT GRADE DEPTH, EXCAVATE ADDITIONAL DEPTH AS DIRECTED BY ENGINEER, AND REPLACE WITH SUITABLE MATERIAL AS DIRECTED BY ENGINEER. Oi ROTO-MILL ONE HALF THICKNESS OF ASPHALT OR 1-1/2" MINIMUM THICKNESS. APPLY TACK COAT TO MILLED SURFACE. REPLACE WITH HOT BITUMINOUS PAVEMENT IN FINAL OVERLAY OF ENTIRE TRENCH AREA OR SAW CUT ASPHALT A MINIMUM DISTANCE OF 2 FT. LATERALLY FROM EDGE OF EXCAVATION AND REPLACE REMOVED ASPHALT USING INFRARED PATCHING PROCESS AT ASPHALT SAWCUT JOINT. O2 FOR PIPELINE CONSTRUCTION WHICH IS TO BE UNDER NEW ROADWAY CONSTRUCTION, THE CONSTRUCTED ROADWAY SECTION SHALL BE IN ACCORDANCE WITH THE ROAD SECTION DESIGN PREPARED BY A GEOTECHNICAL ENGINEER. OTRENCH WIDTH TO BE A MINIMUM OF 8" PLUS THE DIAMETER OF THE PIPE, AND A MAXIMUM OF 24" PLUS THE DIAMETER OF THE PIPE. Water Line Trench Not To Scale /0" pal. , / � JA/// p TEE NOTES ALL JOINTS SHALL BE EBAA IRON INC. MEGALUG RESTRAINTS, ENCAPSULATED IN POLYETHYLENE SHEETING, OR "PROTECTO WRAP". BOLT VALVE TO TEE OR CROSS. ALTERNATE RESTRAINT METHOD CAN BE FLANGE TEE OR CROSS WITH FLANGE x MJ VALVES, WITH MEGALUG RESTRAINTS. CROSS 1) ALL MECHANICAL JOINT RESTRAINT SHALL BE "EBAA IRON INC." MEGALUG ONLY, NO SUBSTITUTIONS. 2) JOINT RESTRAINT SHALL COMPLY WITH THE MOST CURRENT VERSION OF EBAA IRON INC.'S JOINT RESTRAINT PROGRAM, USING THE SOIL, PIPE, DUPTH OF BURY, TRENCH TYPE, SAFETY FACTOR AND TEST PRESSURE SPECIFIED BY THE ENGINEER. 3) ALL TEES, CROSSES, VALVES, AND JOINT RESTRAINTS TO BE POLY -WRAPPED REGARDLESS OF SOIL CONDITIONS. Line Valves at Tees and Crosses LOCATE NEW CURB BOX 12" ON STREET SIDE OF PROPERTY LINE FINISH GRADE - CURB STOP WITH ADJ BOX, ARCH PATTERN 1" PURE -CORE SIDR7 PROVIDE HORIZONTAL BEND FOR EXPANSION & CONTRACTION 10 AWG "UF" GRADE CORP STOP INSULATED COPPER TRACE WIRE a"xa"xa^ CONCRETE ,� BLOCK BASE WATER ALL BRASS STRAP & MAIN SADDLE (PER OMSCO) SAND CONCRETE GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI _ c n D... D- PRECAST REINFORCED CONCRETE CONE D D ° D' D Dp ° 1 /4" Dia. WEEP HOLE Not To Scale 6' STEEL POST, 3' ABOVE GROUND, PAINTED BLUE PROPERTY LINE WRAP 10 AWG "UF D COPPER TRACE I, VALVE BOX BARREL CURB STOP INSTALL CMU AS TEMPORARY THRUST BLOCK R=6 typ Plan View Service Connection UNION D 19 D D Not To Scale CORP STOP REPLACE ASPHALT TO GRADE AND SPECIFICATIONS OF ORIGINAL ASPHALT OR PROJECT SPECS. FOR CLASS OF STREET, WHICHEVER IS GREATER. NOTE: FOR PIPELINE CONSTRUCTION WHICH IS TO BE UNDER NEW ROADWAY CONSTRUCTION, THE CONSTRUCTED ROADWAY SECTION SHALL BE IN ACCORDANCE WITH THE ROAD SECTION DESIGN PREPARED BY A GEOTECHNICAL EN INEER. 2' SAW CUT EDGE OF ASPHALT BASE COARSE SUB -BASE EDGE OF EXCAVATION REPLACE BASE COARSE AND SUB -BASE TO ORIGINAL SPECIFICATIONS ADJUST TO GRADE WITH REINFORCED CONCRETE LEVELING RINGS 2" MINIMUM AND 12"MAXIMUM e. l- GRAVEL FILL - 6" Min. DEPTH (TYP) CONCRETE PARKING STOPS OR APPROVED EQUAL. Air -Vac Valve Assembly Not To Scale PRECAST CONCRETE MANHOLE, 48-IN. I.D., 5-FT. DEPTH (MIN.), CAST ALUMINUM STEPS, NEENAH 14 24-IN. MANHOLE FRAME AND COVER WITH FROST RESISTANT INNER LID, R-1758-D OR APPROVED EQUAL WITH WORD "WATER" ON COVER. 16 SADDLE, PER SPECIFICATIONS. 1-IN. BRASS PIPE 17 NIPPLES, 2-IN. LONG 1g 1-IN. BRASS BALL VALVE 19 APCO COMBINATION AIR VALVE, MODEL 143C 20 1-IN. GALVANIZED IRON OR BRASS PIPE 21 1-IN. GALVANIZED IRON OR BRASS ELL PROVIDE MEGALUG FIELD - INSTALLED JOINT RESTRAINT 2 - #5 BARS, BEND AS SHOWN 1 EACH SIDE OF PIPE #5 TIE BARS EVERY 6" VERTICAL AND HORIZONTAL NOTE: DIMENSIONS OF THRUST BLOCKS WILL DEPEND ON SOIL CONDITIONS AT SITE OF THRUST BLOCK. THRUST BLOCKS LARGER THAN SHOWN IN THIS TABLE MAY BE REQUIRED. CUBIC YARDS OF CONCRETE IN VERTICAL THRUST BLOCK SIZE 11-1 4° BEND 22-1 2' BEND 45° BEND 6" 1 /4 1 /2 1 8" 1 /2 1 2 10" 3/4 1-1/2 2-1/2 12" 1 1 2 1 3 14" 1-1/4 1 2-1/2 1 4 Vertical Bend Not To Scale NOTE. ON CONTINUOUS WIRE SEGMENT, STRIP INSULATION FROM WIRE FOR APPROXIMATELY 1-INCH; DO NOT CUT WIRE TO MAKE THE SPLICE. ON SEGMENT TO BE JOINED, STRIP INSULATION FROM END FOR APPROXIMATELY 1/2-INCH. TWIST STRIPPED END TOGETHER WITH PLIERS, AND TWIST ALL WIRES TO BE JOINED FOR APPROXIMATELY 6-INCHES. TAPE ALL WIRES AT THE END OF THE TWISTED SECTION. ALTERNATE #1: JOIN STRIPPED ENDS WITH SILICONE FILLED WIRE NUT OF THE APPROPRIATE SIZE FOR THE NUMBER OF WIRES BEING JOINED. TAPE WIRE NUT TO WIRES WITH WATERPROOF ELECTRICAL TAPE. ALTERNATE #2: JOIN STRIPPED ENDS WITH CRIMPED SPLICE, COAT WITH "LIQUID ELECTRIC TAPE" OR OTHER ENGINEER APPROVED SEALANT, AND TAPE OVER WIRES AND SPLICE TERMINAL. ON BOTH ALTERNATES, FINISH BY TAPING ONE FOOT SECTION CONTAINING SPLICE TO ONE LEG OF THE CONTINUOUS WIRE AND THE WIRE BEING JOINED. STRIP ALL WIRES, APPLY EITHER: 1) SILICONE FILLED WIRE NUT AND COVER WITH WATERPROOF TAPE, OR 2) CRIMPED TERMINAL SPLICE AND WATERPROOF SEALANT AND TAPE. TAPE AT END OF TWISTED 6» SECTION, AND AT SPLICED ENDS. T TAPE SPLICED END, AFTER WATERPROOF SPLICE IS COMPLETE. 12" Trace Wire Splice Not To Scale TYPICAL FOR CONSTRUCTION IN FIELD OR YARD I TYPICAL FOR CONSTRUCTION IN TRAVELED WAY RECESS TOP OF VALVE BOX WORD "WATER" 114" TO 318" BELOW FINISH ON COVER GRADE OF CONCRETE COLLAR ADJUSTABLE C.I. VALVE BOX 5" BARREL 2" COMPRESSION MATERIAL WATER -TIGHT SPLICE, SEE DETAIL 12 A WG "UF" GRADE INSULATED TRACER WIRE TAPED TO CROWN OF PIPE NOTE: LOOSELY WRAP 10 AWG "UF" GRADE INSULATED COPPER TRACE WIRE 6 AROUND VALVE BOX BARREL. DRILL 3/8" HOLE TO ALLOW TRACER WIRE TO ENTER BARREL 4" BELOW VALVE BOX COVER WITH 12" OF WIRE DRAPED IN BARREL. a v GATE VALVE MEGALUG JOINT RESTRAINT In -line Gate Valve Not To Scale O w Lu • N VN �W O zo u0 I..I W o ui //�� .,> Z 0 (n � a wN WN W I..z 11 Zo am-1 WW Uad Q0 m0 O� Eo* �W (5k �z R,m IQz �a W �O ON N W 1111F NN �� �0 U) Z IQO ISz �r u �- F %�° i�Oslo; U O In ¢ V � a o0 ua M W CID, it O Q a a W w a .. �o o� d � M O � Z a `V Lu J Lu V Lu = oe a a 6 a�aa M o Q i S (D z 0 O 3: U Q Lu m � Q Q Q m QCo = m U Lu z 0 > Lu Lu Q 0 >O �z HYDRANTS: MUELLER "CENTURION" KENNEDY "GUARDIAN" U.S. PIPE "METROPOLITAN 250" WATEROUS "PACER" ALL MUST CONFORM TO AWWA STANDARD C502. TRACE WIRE HYDRANT ASSEMBLY ATTACHED TO GROUNDING ROD WITH BRONZE CLAMP TRACE WIRE AND SCREW PER SPECIFICATIONS SAFETY FLANGE HYDRANT ISOLATION VALVE GROUND SURFACE 2" MIN 4" MAX oh, di. III. 10 AWG "UF" GRADE INSULATED COPPER TRACE WIRE GATE VALVE WITH BOX (PER TYPICAL GATE VALVE DETAIL) 5.5 FEET MINIMUM DEPTH OF BURY 10 AWG "UF" GRADE 3 FT. �/ j INSULATED COPPER COPPER TRACE WIRE TO SPLICE CLAD GROUNDING EL FOLLOW WATER MAIN ROD \/\1\Ai\i\\ THRUST \\i\\i\\j\\i\\\�\\�i\\/ - -- \\ii\i\�/ \�\\\\ii\j\\i\\\�\\�\\�j\i\\i\\\/\\i\\ii\ \\i\\\�\\/\\/j / i\\� \/ 111 ///\� // BLOCK\\\ \ _- _ _ o \ \\%\\\/\' M EGALU G M EGALU G 1 CUBIC YARD GRAVEL DRAIN OF \/ 1-1/2" WASHED HYDRANT DRAIN GRAVEL PIT 2'-6" DIA. BY 3' DEEP BELOW HYDRANT DRAIN Fire Hvdrant Assembl Not To Scale THRUST BLOCK NOTES: 1. ALL JOINTS FROM THE WATER MAIN TO THE FIRE HYDRANT SHALL BE MECHANICAL JOINTS ENCAPSULATED IN POLYETHYLENE WRAP. 2. ALL SPLICES IN TRACE WIRES SHALL BE MADE WITH WATERPROOF SPLICE (IN ACCORDANCE WITH TRACE WIRE SPLICING DETAIL) JOINTS ACCEPTABLE TO INSPECTOR. 3. INSTALL VALVE AT TEE. #5 BARS CONTINUOUS ® CORNERS #4 TIES ® 16' 0'C� C900 OR D.I.P. SLEEVE --\ 3" (roinJ (typJ METHOD 2 (SLEEVE ENCASEMENT) SECTION OF CONCRETE COLLAR WATER SUPPLY PROTECTION METHOD 2: —(SLEEVE ENCASEMENT) ENCASE NEW SEWER PIPE INSIDE A SLEEVE OF C900 PVC OR D.I.P. THE SLEEVE SHALL HAVE A MINIMUM LENGTH SUCH THAT THE MINIMUM HORIZONTAL DISTANCE FROM THE END OF THE SLEEVE TO ANY POINT ON THE WATERLINE IS AT LEAST 10 FEET. THE ENDS AND ALL JOINTS OF THE SLEEVE SHALL BE ENCASED IN CONCRETE COLLARS AS SHOWN. METHOD 2 (SLEEVE ENCASEMENT) (Min.) (rein,) METHOD 1: (SUBSTITUTE SECTION OF WATER LINE CROSSING DETAIL 10' MINIMUM D.I.P. OR C900 SLEEVE SEWER MAIN (IN D.I.P. OR C900 SLEEVE) O THESE DETAIL APPLY TO ALL NEW SEWER PIPELINES (MAINS AND SERVICES) CONSTRUCTED WITHIN 10 FEET HORIZONTALLY OF AN EXISTING WATER MAIN WHERE THE SEWER PIPES ARE CONSTRUCTED VERTICALLY ABOVE OR WITHIN 18-INCHES BELOW THE ELEVATION OF THE WATER MAIN. OSEWER SERVICE WYES SHALL NOT BE ALLOWED WITHIN 10 FEET HORIZONTALLY OF AN EXISTING WATER MAIN. EXISTING WATER LINE SDR26, HDPE, OR C900 PVC WATER SUPPLY PROTECTION METHOD — (SUBSTITUTE SEWER PIPE) SDR26 PVC, HDPE OR C900 PVC PRESSURE PIPE MAY BE USED AS A SUBSTITUTE SEWER PIPE. LENGTH OF SUCH SUBSTITUTE SEWER PIPE SHALL EXTEND FROM SEWER MANHOLE TO SEWER MANHOLE ON EACH SIDE OF THE WATERLINE CROSSING INCLUDING SERVICE WYES AND PIPELINES. IF THIS METHOD IS USED, THE SEWER PIPELINE JOINTS SHALL BE SPACED IN SUCH A MANNER AS TO MAXIMIZE THE POSSIBLE HORIZONTAL DISTANCE FROM SEWER PIPE JOINTS TO THE WATERLINE. FURTHERMORE, THE SEWER PRESSURE PIPE WILL BE TESTED AT DOUBLE THE NORMAL TEST PRESSURE. 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I ��IV L T 8 2`� j! I / 14,1 9 s ft. I / S - \� I L__ I 1 ,8 q. ft. 09-99 0 T 8,3 — — — I 11,734 sq. TI / L 0 30 sq ft. m / 14 s OT 84 / 11,749 sq. ft. / / / \ S - co 13 0 / e2 �� /CO I� / T 6 4 G) / I / LOT 8 H-A4 2 11, 16 sq. ft. H- // TIVE OPE PA E R C L 1 X LOT 77 14, 7 sq. X IF- I F- I I I X ----- I— — — — — I I � I 00 X m I ,T 8 I � I 18,334 s ft / Z 0`b g1 f E OPEN SPACE A 2 2 ,30 sq. ft. � .6 2 RES J— T -9,817 s . t. 4,12 sq. ft. AC ES LOT 8 G / l 1 ,316 sq. f . ko 00 L 87 11, 3. sq. ft. \ ' SM i CD N 00 i i I Ell O �f / / / 6820 LOT 76 6,561 sq. ft. — — — — — y 50 0 50 100 150 GRAPHIC SCALE IN FEET 1 INCH = 50 FEET CONTOUR INTERVAL = 2 FEET L r r .. � rO � N T � m �o 00(S) (t o %%u _z Cif � U O O • N VN �0 0 U0 Z " W 6" ..> Z ,n wm wm WN W �Z z° 30 Qa zz mmm W w Ua�f 4t� m� OIM W) �W X Mz 3m 9'z 3Q* W 660 ON Ln F �N IW J 1ii (n iG th d _ "IZ '�0 °Z t'1 U 0) 2 U i� dig O \ `- N UI a 1-- a W Lu O � W V W �n O LL. z a CD m Z m 0 U 0 0 V1 O M M O U w 0 0 �m Q 0 m = U 0 m � LLJ Q w O � Z 693( 692( .• I 687( 685( 684 DATUM ELEV 6835.00 M rn 0 M N LO r-� cy) Ln J c� = OZ 0 I� (0 N0) O(0 L0(D �O •• �_ > O�H Z �OFZ ��0 .. r- I 00 Z Ln 76.77 t• N N O M 1.80% W[1 �j o • n. S N12 — coo O _ +> O N(2Z I I I OQ 9 o M� �N00 \ Z •00 Oj N (o z0 J o � 00 ap to + ZZ Q 04 �00 . H O N O L� r7 > Lo Ln E — I 60. 5 Ft• 8 In. 3' 89; o I �21 >> 66 _t. p�24 SIDS t0 00 00 00 00 O O M u• M N M O Iq M r` t0 00 M 00 M Ln N N N O N 00 — (0 0) O 00 O r O LO O LO 0) 0) 00 r) 00 r- rl r` Ln (0 (0 Ln (O Ln Ln cV Ln � 0) I- (0 O O (0 0A (0 O c0 0n O t0 (0 O) (0 O (o O O O O 0n O 00 O 00 O 00 c0 00 W 00 c0 00 (0 00 (0 00 (0 00 (0 00 (0 00 (0 c0 00 c0 00 c0 00 O 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 Storm 1 r Ln Ln N M Ln O Mr- W 4M o000 W o0 (1)J W �� 00 00 0 0�00 _ N O Z �~ .. ZV) PO 00 Q 00�0� 2000 =�(0Z0 �(00 0Z� 00 EOEZZ L� + » Oo�z + 6850 41.38 Ft. 114 58 [r 00 . Ft. 1. 18 In. A S—N12 18 In. ADS—Ni 6840 DATUM ELEV 6835.00 181 In. AD—N12 O O W N N O �N� = D�0�0(0 Z 0,)(0 Q O� FL: NCO ZD W +�>> () N0_ZZ 106.92 Ft. 1.00% In. ADS--N 00 c0 q: N M t0 n n N 00 00 r` O n M 00 Ln 0)00 00 00 � � �'O � rl �� LO - � � Ln Ln � � CO (0 (O 00 00 00 00 00 00 00 00 00 00 00 (D (0 (0 00 00 (0 to O (0 t0 O W t0 (0 (0 (0 (0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 Storm 4 i 000 M 't (Op M O W LO r-00 O O O O�(0 O W J pj0 Z �� 04 O Z 00 O �00Z0 000 2 O(D 00> 0 N o0o Z LnLOQr It 0 0 6860 S� L� D 0_ Z k7-77 Ft. 1.967. 6850 18 In. ADS—Ni DATUM ELEV N M MO � O O W Z m Z 2 O 0 O O +— �00_z 6950 6940 6930 DATUM ELEV 6925.00 O (0 O (0 00 00 00 (0 (0 t0 0+00 0+50 Storm 2 O 0 r- O O (0 O o -t ~ Z O O w. D +—Z .23 F 1.00% . 00 0) (0 14- O cD O O w O t0 O cD O to O c0 0+00 0+50 1+00 Storm 5 LLJ o Q J 000 O (0 W 0 -t L� 0 0 O(.00 00 M Ln 7 O�Z W ONO r-oi00 = N 00 Q M M 00 =) Oo(0z0 F2't 6840 13[•7 [:1Z•Z•7 DATUM ELEV 00 (0 ± zz 0 26 89 N � LO CO 2 0 (0 F» 2g fi ��Oy LN �� o s\ Ln c0 N OOH �Y(D0 +�> 237 97 o Z q 3 I n' CM 0) 00 r) (0 rM rM O O N 00 00 (0 (0 00 M r- t0 0) M I-� M 4 M O M Ln N N N 6 N (p c\ O I� O Ln O N O O O O 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 (0 (0 (0 (0 (0 (0 (0 co (0 co co co (0 (0 (0 (0 (0 (0 (0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 Storm 3 • it DATUM ELEV FA 1- w 2 (N O �1 O N O ��O L q LO O K: M LO iL o � 00(J) 11, -Z � � o O v Ctj � U O O • N U 0 �O Vo Z>. du wN WN W 1— z Z 0 5 Om ..1 W W U� a� m00 O� �I � w �x Utz �m a W oN �Ln W F N0 IGz 01z lQ0 �z VU 0)2 n _ U W LJ L` W 0 �1I I 1/ O c-i O CN La o a O .� (-L a (9 C o Ln L— 00 0 W M � O V S V � Z O 3 U z � 0 0 00 0 0000 / N (.D 00 Z r O O cli 00 � > O o0 O � O 0 � Z N O N ~ 00 w oC00 Ln .. +�> O EEZ Ai M O 000 N 0 00 O O 30 w (o (0 0+00 0+50 Storm 6 50 0 50 100 150 HORIZONTIAL GRAPHIC SCALE IN FEET 1 INCH = 50 FEET VERTICAL SCALE, 1 INCH = 10 FEET m Q 2 m U 0 Q m Z 0 w w LL > b w ia� Z EDGE OF SHOULDER NOTE: SLOPE OF DITCH VARIES - SEE TABLE BELOW TYPICAL ROADSIDE DITCH SECTION VIEW Not To Scale DISCHARGES FROM TRIANGULAR DRAINAGE CHANNELS WITH 2:1 (Horizontal to Vertical) SIDE SLOPES, AT VARYING CHANNEL SLOPES AND DEPTHS. MANNINGS "n" SET AT 0.035, FOR STONY GROUND. CHANNEL SLOPE (%) DEPTH (ft.) DISCHARGE (cfs.) VELOCITY (fps.) CHANNEL SLOPE (%) DEPTH (ft.) DISCHARGE (cfs.) VELOCITY (fps.) 1.00 2.00 31.53 3.94 6.00 2.00 77.23 1.00 2.25 43.16 4.26 6.00 2.25 105.73 10.44 1.00 2.50 57.17 4.57 6.00 2.50 140.03 11.20 1.00 2.75 73.71 4.87 6.00 2.75 180.55 11.94 1.00 3.00 92.96 5.16 6.00 3.00 227.70 12.65 2.00 2.00 44.59 5.57 2.00 83.42 10.43 2.25 61.04 6.03 2.25 114.20 11.28 2.00 2.50 80.85 6.47 2.50 151.25 12.10 2.00 2.75 104.24 6.89 2.75 195.02 12.89 3.00 131.46 7.30 3.00 245.95 13.66 3.00 2.00 54.61 6.83 8.00 2.00 11.15 3.00 2.25 74.76 7.38 8.00 2.25 1 122.09 12.06 3.00 2.50 99.02 7.92 6.UU 2.50 161.69 12.94 3.00 2.75 127.67 8.44 6.UU 2.75 208.48 13.78 3.00 3.00 161.01 8.94 3.00 262.915 14.61 2.00 74.59 2.25 129.49 12.79 250 171.50 13.72 2.75 1. 14.62 4.00 3.00 185.92 10.33 9.00 3.00 1 278.88 15.49 2.00 70.50 8.81 10.00 2.00 99.70 12.46 2.25 96.52 9.53 10.00 2.25 136.50 13.48 2.50 127.83 10.23 10.00 2.50 180.78 14.46 275 164.82 10.90 10.00 2.75 233.09 15.41 b. 3.00 1 207.86 11.55 10.00 3.00 293.96 16.33 TOPSOIL AND LIGHTLY �. TILLED OR HAND WORKED SEED BED � T VARY • ! � - 210 70 I VARY A I SLOPE ROUNDING A2 MINI -BENCHING STAKES � � � '- 2"•X2••X3' r� X. \ \ � � FLow �i r :: • ` \ ' X \, RILL BERM '.N ` \ „\, OR NATl1RAL TERRAIN R= ' O � II €OW 1 BALES L 1 �� EMBEDOEn - _ 1 - -ai A3 HAY CHECK DAM ` s TOPSOIL AND SEED BED ` _ (PROJECTSPECIfICAilONS) / 1 f 2-1 � ROCKS A4 INTERCEPTOR DITCH SLOPES 2"X2"X3' STAKES e L2 + 8 e � e+ Ei� r E3g ��'� ' /• 69 i 8 9 ;j ` Y _1 BALES EMBEDDED 4'106" BI DROP INLET B2 CULVERT OUTLET DRAINAGE STRUCTURES Grate: Not Traffic -Rated: 1" x 16" Bars 1" O.C. Grate to cover top surface of Inlet. (Remainder of Grate NOT SHOWN for clarity.) Edge of Road Both Faces of Inlet Top to have 2: 1 (Hz.: Vt.) slope to match roadside ditch slope at all Low Points. At continuous ditch sections, only ONE Face shall be sloped. Flowline of Ditch / Edge of Road KNOCKOUT (TYPICAL, ALL SIDES) -10. \eW- Inside Length (IW) de Depth (D) Ovqrall Height (H) NOTE: Subgrade preparation and base course materials and placement specifications are as for any Storm Sewer Manhole. Pipe/Culvert placement per plans. Pipe/Culverts shall be grouted to the knockout(s) with non -shrink grout meeting specifications. MAXIMUM CULVERT SIZE TOP WIDTH/LENGTH (TW) INSIDE WIDTH/LENGTH (W) KNOCKOUT (K) INSIDE DEPTH (D) OVERALL HEIGHT (H) SUMP DEPTH (S) 24-inch 4.67-ft. 4.00-ft. 2.33-ft. 5.00-ft. 5.50-ft. 1,00-ft. 48-inch 7.00-ft. 6.00-ft. 4.50-ft. 7,33-ft. 8.00-ft. 1,00-ft. TYPICAL STORM SEWER DITCH 1 INLET STRUCTURE DETAIL ISO VIEW NOT TO SCALE 1/a'X B" SLOTS AROUND TOP OF PIPE AT 2" INTERVALS SINGLE VERTICAL ROW OF HOLES V'IN DIAMETER AND 4"APART Dl SEDIMENTATION POND \ DITCH WITH CLEAR LINERi- \� RUNOFF SEEM J Tom _ STREAM � \ � -^ El SLOPE AT THE END Of EACH / Al OR BRUSH DAM DAY'S NU OPERATION ORIGINAL_1 I •• - CLEAR - -- IN GROUND STONE OUTLET - WATER SETTLING BASIN STREAM TYPICAL PLAN CONCEPT i, \X - -- BERM � TO STREAM r - E2 X \ \ \ FILL CHECK SLOT SLO FELL - CLEAR WATER DIVERSION n in GENERAL NOTES EROSION CONTROL DETAILS ARE CONSIDERED TO BE TEMPORARY AND ARE TO -SERVE ONLY DURING CONSTRUCTION, OR UNTIL THEY ARE INTEGRATED INTO A FINAL EROSION CONTROL sysrEM. COLD R A D 0 X ,�•`'�\t 1 �'/`� I li / j AT THE END OF EACH DAY'S WORK, THE DEPARTMENT OF TRANSPORTATI01 APPROPRIATE COMBINATION OF TEMPORARY �DNCTR»E _ EROSION CONTROL MEASURES WILL BE PLACED FOR EACH DRAINAGE SECTION UNDER TEMPORARY CONSTRUCTION, AS PER TYPICAL PLAN CONCEPT. C1 FLEXIBLE PIPE C2 DITCH LINER DITCH WIDTH WILL DETERMINE NUMBER EROSION CONTROL AND CONFIGURATION OF HAY BALES - RUNOFF CONTROL STRUCTURES SEE DETAIL A3-URISSUED BY (STANDARD PLAN Nt STAFF DESIGN BRANCH M _ 107 _ 1 I DATE REVISED DATE: NOV. 1, 1992 SHEET 1 OF 1 2�r� t / 4j � N•:r M . COMT'ACTED BERM 21WIDE X2•HIOH r LEAVE BERM AT TOP OF TEMPORARY SLOPE DRAIN p1A1N OUTLET Grate: Not Traffic -Rated: 1" x 16" Bars 1" O.C. Grate to cover top surface of Inlet. (Remainder of Grate NOT SHOWN for clarity.) Edge of Road Both Faces of Inlet Top to have 2: 1 (Hz.: Vt.) slope to match roadside ditch slope at all Low Points. At continuous ditch sections, only ONE Face shall be sloped. Flowline of Ditch Edge of Road ----- KNOCKOUT (TYPICAL, ALL SIDES) TYPICAL FOR CONSTRUCTION IN FIELD OR YARD TYPICAL FOR CONSTRUCTION IN TRAVELED WAY REESTABLISH LAWN AREAS ASPHALT, BASE COURSE AND WITH SOD SUB -BASE PER GEOTECHNICAL REPLACED TOPSOIL SPECIFICATIONS SIDE OF EXCAVATION TRENCHES MUST BE CONSTRUCTED IN ACCORDANCE WITH ALL DEPTH AS APPLICABLE OSHA REQUIRED REGULATIONS TRENCH WIDTH - MINIMUM COVER PER PLANS (minn .) Depth D) vgrall Height (H) A NOTE: Subgrade preparation and base course materials and placement specifications are as for any Storm Sewer Manhole. Pipe/Culvert placement per plans. Pipe/Culverts shall be grouted to the knockout(s) with non -shrink grout meeting specifications. MAXIMUM CULVERT SIZE TOP WIDTH/LENGTH (TW) INSIDE WIDTH/LENGTH (W) KNOCKOUT (K) INSIDE DEPTH (D) OVERALL HEIGHT (H) SUMP DEPTH (S) 24-inch 4.67-ft. 4.00-ft. 2.33-ft. 5.00-ft. 5.50-ft. 1.00-ft. 48-inch 7.00-ft. 6.00-ft. 4.50-ft. 7.33-ft. 8.00-ft. 1.00-ft. TYPICAL STORM SEWER DITCH 2 INLET STRUCTURE DETAIL ISO VIEW NOT TO SCALE TYPICAL STORM SEWER MANHOLE CHANNELS PLAN VIEW Not To Scale BACKFILL MATERIAL AS PER CONSTRUCTION SPECIFICATIONS SELECT PIPE BEDDING MATERIAL AS PER CONSTRUCTION SPECIFICATIONS STORM DRAINAGE PIPE: (SIZE, GRADE AND MATERIAL SHOWN ON PLANS AND PROFILES) AREAS UNSUITABLE BEDDING M EN MATERIAL ENCOUNTERED AT GRADE DEPTH, EXCAVATE ADDITIONAL DEPTH AS DIRECTED BY ENGINEER. O1 TRENCH WIDTH TO BE A MINIMUM OF 8" PLUS THE OUTSIDE DIAMETER OF THE PIPE, AND A MAXIMUM OF 24" PLUS THE OUTSIDE DIAMETER OF THE PIPE. TYPICAL STORM SEWER TRENCH DETAIL TYPICAL FOR CONSTRUCTION IN FIELD OR YARD NEENAH MANHOLE FRAME AND COVER R-1780 OR APPROVED EQUAL WITH THE WORD "STORM" ON THE COVER TYPE "F" PICK -HOLE ON COVER SAND CONCRETE GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI Not To Scale TYPICAL FOR CONSTRUCTION IN TRAVELED WAY RECESS MANHOLE RIM AND LID 4' TO 8" BELOW CONCRETE COLLAR - MATCH SLOPE OF ASPHALT ASPHALT, BASE COURSE AND SUB -BASE PER GEOTECHNICAL SPECIFICATIONS PRE -CAST 8'N HOLEFOCRCED OVER / - 24' 24�1AX, e OUTLET INVERT SHOWN ON PROFILE. S a 12" (min.) 18" MAX. SEAL CONNECTION TO a MANHOLE WITH NON -SHRINK GROUT OR KOR-N-SEAL I FLEXIBLE CONNECTOR, OR e ' 48' APPROVED EQUAL (SEE SEWER MANHOLE CHANNEL SECTION DETAIL). 18" MAXIMUM INLET INVERT SHOWN ON e PROFILE PIPE SIZE AND MATERIALS AS PER SPECIFICATIONS AND STORM SEWER PLAN AND PROFILE d 1 . - a da e a 0 0 0 0IT0 0 IT0 0 (SUB-IGR< 1 -\o 0 0 0 0 0 -11 (NATIVE III( (III UNDISTURBED SOIL, ORICOMPACTED INISITU III-1 .11 AS PER SPECIFICATIONS ADJUST TO GRADE WITH REINFORCED CONCRETE LEVELING RINGS 2" MINIMUM AND 12" MAXIMUM PRE -CAST REINFORCED CONCRETE MANHOLE BARREL SECTIONS MANHOLE JOINTS TO BE SEALED WITH "Rub'R-Nek" MANUFACTURED BY K.T. SNYDER COMPANY OR APPROVED EQUAL. RUBBER 0-RING GASKETS MAY BE USED IF APPROVED BY THE ENGINEER. DO NOT FORM INLET CHANNEL WHEN BEEHIVE OR OTHER WATER -PASSING GRATE FORMS COVER OF MANHOLE. PRE -CAST REINFORCED CONCRETE MANHOLE BASE 6" CLASS 6 BASE COURSE MATERIAL AS PER SPECIFICATIONS STANDARD STRAIGHT STORM DRAINAGE MANHOLE DETAIL Not To Scale NLET PIPE OR CULVERT MINIMUM GRADE DROP CONCRETE SHELF To BE INSIDE MANHOLE SLOPED TOWARD CHANNEL: BETWEEN CROWNS = 0.10" MAXIMUM SLOPE = 2" PER a FOOT MINIMUM SLOPE = 1" PER FOOT 4 4 p' PORTLAND CEMENT CONCRETE SMOOTH GRADE BETWEEN INLET -in In.' AND OUTLET RadIUS'.:'.,:: '': REINFORCED OUTLET PIPE PRE -CAST MANHOLE OR CULVERT I. -.:',. BASE S. Q Q Q Q III UNDISTURBED NATIVE SOIL, OR COMPACTED INSITU SUB -GRADE( I I -I I 1=1 I I I I I ICI I AS PER SPECIFICATIONS 6" CLASS 6 BASE -�-� �-III-I I I -I I I -I I I -I I I -I I I -I I I � � I I I I I 1 I I I I I I I I III ; I I I � I I - COURSE MATERIAL I I I U 6„ III-III-1I-III-III-III AS PER SPECIFICATIONS TYPICAL STORM SEWER MANHOLE CHANNEL SECTION VIEW Not To Scale II B v qo C� L Qd� �� 0 n�n\ O 0 • N U 0 �O Uo Z�. �U 0,5, z Z wN Wa. N W Z O 1- z 0 3 om ..1 W W V� Q� Om� � �1 WRw �X Un z OM 'Q z IL W d oZ In N W �F N �j �Lo 'z -. Z Q 0 P% U 0)2 V.. n i wool'! •:�� _ U 0 0 0 a U W 0 m d C3 E%5 - F O Ln O Z LLI P- J LU LU CO Q m U 0 m Z 0 > Lu ELF >w 0 �Z table for all dimensions ERFORATED MANHOLE ECTION - See table :)r size "D2" LABEL DESCRIPTION Dimension or Range of Dimensions D1 CULVERT DIAMETER Range: 18-in. to 48-in. (nominal) ADS-N12 pressure rated. D2 MANHOLE DIAMETER Range: 4-ft. to 6-ft. Inside Diameter Concrete Manhole, without base. D1 FREEBOARD HEIGHT Matches nominal I.D. of culvert. H2 HEIGHT OF MANHOLE Depth to provide 4-ft. (min.) of Riprap BELOW Freeboard Depth. R1 CENTER RIPRAP D50 Range from 8-in. to 12-in., depending on inlet culvet velocity. R2 OUTER RIPRAP D50 Range from 2-in. to 4-in., depending on overflow velocity. NOTES: The inlet culvert shall be set into the rim of the manhole by one-third of it's nominal diameter, thus an 18-inch culvert would be inset 6-inches, c 36-inch culvert would be inset 12-inches. In addition, the depth of manhole required for on 18-inch culvert would be one diameter (1.5', the freeboard height) plus 4.0' for the manhole below the freeboard, for a total of 5.5'. The internal riprap should be at least one foot deeper than the bottom of the manhole, and the undisturbed native soil below the riprap shall be covered with Mirafi 60OX geotechniccl fabric prior to placement of the rock. All rock used for riprap shall be graded, and shall meet the construction specifications. TYPICAL STORM SEWER STILLING BASIN MAX WATER SURFACE ELEV WITH COMPLETE BLOCKAGE OF ORIFICE PLATE BERM 6840.00 Ft. 3:1 PREFERRED SLOPE y 2:1 MAXIMUM SLOPE TYPICAL 48" DRAINAGE MANHOLE 30" ADS-N12 CULVERT SIZED FOR UNDETAINED POST -DEVELOPED 100 YEAR PEAK FLOW SMOOTH GRADE BETWEEN INLET AND OUTLET Not To Scale for size "R1" MAX WATER SURFACE ELEV WITH COMPLETE BLOCKAGE OF ORIFICE PLATE (100-YEAR POST -DEVELOPED PEAK FLOW) _V SEE DETAIL THIS SHEET NEENAN BEEHIVE I I REINFORCED PRECAST MANHOLE BASE BASE COURSE OF MANHOLE GRATE R-2564 3" MIN DESIGN -HIGH-WATER ELEV FOR ORIFICE CALCULATIONS 6838,92 Ft. 3:1 PREFERRED SLOPE Dia. of Hole 2:1 MAXIMUM SLOPE (see chart below) CONCRETE OR MECHANICAL STABILZED EARTH (I.E. KEYSTONE) HEADWALL (OPTIONAL) 27" ORIFICE PLATE ON ADS-N12 INLET DETAIL Not To Scale I I BOTTOM OF DETENTION u POND 7038 Ft, 36" ADS-N12 CULVERT SIZED FOR DETAINED POST -DEVELOPED 100 YEAR PEAK FLOW Neenah Grate Number Dia. of hole (in) Open Area (sq. ft.) Grate Height (in) Grate Height (ft) Cap. at Capacity, in cubic feet per second (cfs) at depth, in feet, over top of grate (D). Grate (cfs) 0. 00.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.5 3 3.5 4 R2560-D1 23 1.2 7 0.58 4.42 5.12 5.74 6.3 6.81 7.28 7.73 8.15 8.55 8.93 9.3 10.16 10.95 11.69 12.39 R2560-D3 24.5 1.2 7 0.58 4.42 5.12 5.74 6.3 6.81 7.28 7.73 8.15 8.55 8.93 9.3 10.16 10.95 11.69 12.39 R2560-El 26.5 1.4 6 0.5 4.77 5.65 6.4 7.08 7.7 8.27 8.8 9.31 9.78 10.24 10.67 11.69 12.63 13.5 14.32 R2560-E8 26.5 1.8 9 0.75 7.52 8.46 9.31 10.09 10.81 11.48 12.12 12.73 13.31 13.86 14.39 15.65 16.81 17.9 18.92 R2560-E9 26.5 1.2 6 0.5 4.09 4.84 5.49 6.07 6.6 7.09 7.55 7.98 8.39 8.78 9.15 10.02 10.83 11.57 12.28 R2560-E10 26.5 1.8 -� �- 9 d.75 _ 7.52 8.46 _9.31 10.09 10.81 11.48 12.12 12.73 13.31 13.86 14.39 15.65 16.81 17.9 18.92 R2560-G 36 1.5. 4 0.33 4.18 5.28 6.19 6.99 7.7 8.35 8.96 9.52 10.06 10.57 11.05 12.18 13.21 14.16 16.06 R2561 26.5 2 9 0.75 8.35 9.4 10.34 11.21 12.01 12.76 13.47 14.14 14.79 15.4 15.99 17.39 18.68 19.88 21.02 R2561-A 26.5 1.2 6 0.5 4.09 4.84 5.49 6.07 6.6 7.09 7.55 7.98 - 8.39 8.78 9.15 10.02 10.83 11.57 12.28 R2563 23 1.2; 7 0.58 4.42 5.12 5.74 6.3 6.81 7.28 7.73 8.15 8.55 8.93 9.3 10.16 10.95 11.69 12.39 R2564 24 1 4.5 0.38 2.95 3.66 4.25 4.76 5.23' 5.65 6.05 6.42 6.78 7.11 7.43 8.18 8.86 9.49 10.09 STORM WATER DETENTION STRUCTURE -TYPE I Not To Scale WATE ENCASE HORIZOI SLEEVE #5 BARS CONTIN #4 C900 OR D.I.P. SECTION OF CONCRETE COLLAR METHOD 2: (SLEEVE ENCASEMENT) SANITARY OR STORM SEWER MAIN (S.D.R.-35 P.V.C.- SANITARY-• OR A.D.S.-N12 - STORM io' (min.) D.I.P. OR C900 SLEEVE O THESE DETAILS APPLY TO ALL SANITARY OR STORM SEWER PIPELINES (MAINS AND SERVICES) CONSTRUCTED WITHIN 10 FEET HORIZONTALLY OF A WATER MAIN OR SERVICE WHERE THE SEWER PIPES ARE CONSTRUCTED VERTICALLY ABOVE OR WITHIN 18-INCHES BELOW THE ELEVATION OF THE WATER MAIN. OSEWER SERVICE WYES SHALL NOT BE ALLOWED WITHIN 10 FEET HORIZONTALLY OF AN WATER MAIN OR SERVICE. OIF METHOD 2 (SLEEVE ENCASEMENT) IS USED, THEN THE MINIMUM INSIDE DIMENSION OF THE SLEEVE SHALL BE AT LEAST 1-inch LARGER THAN THE OUTSIDE BELL DIAMETER OF THE SANITARY OR STORM SEWER. OALL DIMENSIONS BETWEEN PIPES ARE MEASURED OUTSIDE TO OUTSIDE. THOD 1: JBSTITUTE PIPE) R.-26 P.V.C., S.D.R.-11 HDPE, C900 P.V.C. WATER MAIN OR SERVICE WATER SUPPLY PROTECTION METHOD 1 (SUBSTITUTE SEWER PIPE) SDR26 PVC, HDPE OR C900 PVC PRESSURE PIPE MAY BE USED AS A SUBSTITUTE SEWER PIPE. LENGTH OF SUCH SUBSTITUTE SEWER PIPE SHALL EXTEND FROM SEWER MANHOLE TO SEWER MANHOLE ON EACH SIDE OF THE WATERLINE CROSSING NCLUDING SERVICE WYES AND PIPELINES. F THIS METHOD IS USED, THE SEWER PIPELINE JOINTS SHALL BE SPACED IN SUCH A MANNER AS TO MAXIMIZE THE POSSIBLE HORIZONTAL DISTANCE FROM SEWER PIPE JOINTS TO THE WATERLINE. FURTHERMORE, THE SEWER PRESSURE PIPE WILL BE TESTED AT DOUBLE THE NORMAL TEST PRESSURE. S.D.R.-26 P.V.C., OR S.D.R.-11 HDPE, OR C900 P.V.C. METHOD 1: (SUBSTITUTE PIPE) PLAN OF WATER LINE CROSSING DETAIL WATER LINE CROSSING DETAIL TYPICAL FOR CONSTRUCTION IN FIELD OR YARD NEENAH MANHOLE FRAME AND COVER R-1780 OR APPROVED EQUAL WITH THE WORD "STORM" ON THE COVER -\ TYPE "F" PICK -HOLE ON COVER SAND CONCRETE GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 4,000 PS PRE -CAST REINFORCED CONCRETE CONE OUTLET INVERT SHOWN ON PROFILE. 5" SEAL CONNECTION TO MANHOLE WITH NON -SHRINK GROUT OR KOR-N-SEAL I FLEXIBLE CONNECTOR, OR APPROVED EQUAL (SEE SEWER MANHOLE CHANNEL SECTION DETAIL). INLET INVERT SHOWN ON PROFILE PIPE SIZE AND MATERIALS AS PER SPECIFICATIONS AND STORM SEWER PLAN AND PROFILE NDISTI S PER Not To Scd e TYPICAL FOR CONSTRUCTION IN TRAVELED WAY RECESS MANHOLE RIM AND LID 4' TO " BELOW CONCRETE COLLAR - MATCH SLOPE OF ASPHALT ASPHALT, BASE COURSE AND SUB -BASE PER GEOTECHNICAL SPECIFICATIONS %§=NSN�wnkXX'gw �=g,� � i a 48" 18` FMA>, ADJUST TO GRADE WITH REINFORCED CONCRETE LEVELING RINGS 2" MINIMUM AND 12" MAXIMUM a PRE -CAST REINFORCED CONCRETE MANHOLE BARREL SECTIONS MANHOLE JOINTS TO BE SEALED WITH "Rub'R-Nek" MANUFACTURED BY K.T. SNYDER COMPANY OR APPROVED EQUAL. RUBBER 0-RING GASKETS MAY BE USED IF APPROVED BY THE ENGINEER. n n - J •a" e- a SOIL, S we' DO NOT FORM INLET CHANNEL WHEN BEEHIVE OR OTHER WATER -PASSING GRATE FORMS COVER OF MANHOLE. PRE -CAST REINFORCED CONCRETE MANHOLE BASE 6" CLASS 6 BASE COURSE MATERIAL AS PER SPECIFICATIONS TYPICAL STORM DRAINAGE MANHOLE DETAIL Not To Scale L- w v-i j UO Uo Z�. dU �> Z z wN WN W 0 I..I z Z o � c3 o .J WW V� Q� m00 O� Z� WJw �x Utzm 'I � a w ON W �F Ln N �j 6Lo �II z b1 Z l� 0 0 z V U 0) �r...r N i U 0 U) a j� o } m Co Q 0 = m U w 0 m < Z O > LU L >o LU �Z