HomeMy WebLinkAboutC601 Utility Details [11-23-23] U
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> R O W PLASTIC SKIDS, CALPiCO INC. MODEL
CONNECTOR VARIES PX OR APPROVED EQUAL SPACED AT WATER MAIN IN STEEL CASING NOTES;
�
PROVIDE THRUST BLOCK PER ISPWC SD-403 6.5' 4,C., V MAX FROM EACH END
Y LOCATING WIRE AT ALL BENDS. OF CASING AND 1' MAX EACH SiDE i, STEEL CASINGS INSTALLED ADOVE NORMAL HIGH GROUNDWATER SHALL MEET THE FOLLOWING:
O a OF JOINTS iF BELL AND SPIGOT PVC WATER MAIN PIPE iS USED, SPACERS AND JOINT RESTRAINTS SHALL HE
w MARKER POST STEEL CASING REQUIRED THROUGH THE CASING,
(DO NOT INSTALL SEE STD DWGs SW1 AND SW2 - IF FUSIBLE PVC WATER MAIN PIPE IS USED, IT SHALL HE OR 18 OR STRONGER, MEET OR EXCEED THE
a INSIDE DIAMETER OF THE PIPE ON EITHER SIDE ❑F THE CASING, ALL PLASTIC (NO METAL RANDS)
AT HYDRANTS} SPACERS SHALL BE REQUIRED THROUGH OUT THE. CASING, THE ANNULAR SPACE SHALL 13F FILLED PER
FLUSH MOUNT STANDARD DRAWING SW2 AND A RESTRAINED CONNECTION SHALL BE MADE TO THE PIPE OUTSIDE OF
TEST STATION THE CASING. SEE STANDARD DRAWING W15.
0 PVG WATER MAIN - IF FUSIBLE HDPE WATER MAIN PIPE IS USED, IT SHALL BE DR 9 OF STRONGER, MEET OR EXCEED THE
bli GROUNDING ROD INSIDE DIAMETER OF THE PIPE ON EITHER SIDE OF THE CASING, ALL PLASTIC (NO METAL BANDS)
3 2' MA PVC WATER MAIN JOINT RESTRAINT 45' BEND, MJxMJ SPACERS SHALL BE REQUIRED THROUGH OUT THE CASING, THE ANNULAR SPACE SHALL BE FILLED PER
FINISH MAX, 2" MIN. 1" W/MECHANICAL RESTRAINT. STANDARD DRAWING SW2, TRANSITION TO AN APPROPRIATE BEND OR REDUCER SHALL BE MADE USING
PLAN IV VIi W GRADE WATER TIGHT END SEAL AN HDPE FUSIBLE FLANGE ADAPTER. THE TRANSITION SHALL OCCUR WITHIN 5 FEET OF THE END OF
BELL AND SPIGOT PVC THE STEEL CASING AND PROVIDE A RESTRAINED CONNECTION TO THE PIPE OUTSIDE OF THE CASING,
ANNULAR FILL PER SW 2 WATER MAIN IN STEEL CASING SEE STANDARD DRAWING W15.
c 6. STEEL CASINGS INsTALI,FD BELOW THE NORMAL HIGH GROUNDWATER MARK OR ACROSS STATE HIGHWAYS
LOCATE STATION SHALL MEET THE FOLLOWING:
- FUSIBLE HDPE OR FUSIBLE PVC WATER MAIN PIPE SHALL BE USED. THE REQUIREMENTS OF NOTE 1
ca PLASTIC SKIDS, CALPECO INC. MODEL SHALL BE MET.
PROVIDE LENGTH OF WIRE TO PX OR APPROVED EQUAL SPACED AT
o ALLOW LOOP AT LEAST 24"
ABOVE GROUND PROVIDE THRUST BLACK PER ISPWC SD-003 6•"� O.C., 1' MAX FROM EACH END000
Q AT ALL BENDS. OF CASING AND 1' MAX EACH SIDE loo
_0 OF JOINTS
� GROUNDiNG
(o WIRE STEEL CASING 1
E SEE STD OWGs SWI AND SW2
O
= i
_(D CONNE07OR PVC WATER MAIN
E
Y FUSIBLE PVC WATER MAIN FUSED JOI117 45' BEND, MJxMJ
MAGNESIUM W/MECHANICAL RESTRAINT.
GROUND iNG
c WATER TIGHT END SEAL
O LOCATING HARE ANODE FUSIBLE PLfG
CANNULAR FILL PER SW 2 WATER MAIN IN STEEL CASING
n
a ■ ■
O WATER MAIN
PLASTIC SKIDS, CALPICO INC. MODEL ,fig• BEND, MJxMJ
PX OR APPROVED EQUAL SPACED AT
o 6,5' O.C., 1' MAX FROM EACH END W/MECHANICAL.
PROVIDE THRUST BLOCK PER ISPWC 9D-403 OF CASING AND 1' MAX EACH SIDE
RESTRAINT.
N NOTES AT ALL BENDS. OF JOINTS
O 1, FLUSH MOUNT TEST STATION SHALL BE COLORED BLUE FOR POTABLE WATER, PURPLE FOR RECLAIMED STEEL CASING
5 WATER, GREEN FOR SEWER AND ORANGE FOR COMMUNICAiION& [ SEE STD DWGs SWI AND SW2
m 2. MARKER POST SHALL BE RBERGLASS WITH POLYTECH COATING COLORED BLUE FOR POTABLE WATER, � 5e
PURPLE FOR RECLAiMED WATER, GREEN FOR SEWER AND ORANGE FOR COMMUNICATIONS. MAX MA
3. PLACE LOCATING WIRE. IN 1"+A POLYETHYLENE I,P.5 CLASS 200 OR STRONGER PIPE, f 45- BEND, FUMJ
4, MAINTAIN AT LEAST 40 INCHES OF COVER OVER LOCATING WIRE UNTIL WITHIN 3 FEET OF LOCATE ! PVC WATER MAIN W/MECHANICAL
RESTRAINT,
STATION. FUSIBLE HDPE WATER MAIN FUSED JdINT
+l. LOCATING WARE AND GROUNDING WIRE SHALL BE CDNNECTED TO LOCATING PLATE TERMINALS ON
TERMINAL BOARD.
WATER TIGHT END SEAL REDUCER, FLxFL
ANNULAR FILL PER SW 2 f-USIBLE HDPE
E DATER MAIN IN STEEL CASING HDPE FLANGE ADAPTER.
m RE%SED MARCH 2022 REVISED MAY 2O2i REVISED MAY 262T
O CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NQ. CITY OF MERIDIAN STANDARD DRAWING NO.
SUPPLEMENTAL
� SUPPLEMENTAL UTILITY MAIN LOCATE SUPPLEMENTAL WATER MAIN I SPECIFICATIONS WATER MAIN
w SPCIAHOGATIONS SPECIFICATIONS IN STEEL. CASING TO Wl S7ANOMMS FORION STATION DETAIL PUBLIC
LIC OARKSMNarxasEVR W 1 5-LA IN STEEL CASING
� PU9UC NlaRl[S CONSTRLICEION I PUBLIC W4fiKa CONSTR[1CTION
PDBLIC WORKB CCN.4TR[1CTT[IN
O m W
O On
N ! IL 0 0 �
m Of z Q N
< 0_ O
O z CL � UL = W
� a
O a Q w w z Oz
Q � a- Q
CNO, REBAR(8) AT 4" BI- 0 U Z V
LENGTHS,SEE NOTE NO.6 B Q w W W W J X
U 2 Lu X
O E STORM SEWER c STORM SEWER � � � � W X
12"MIN_OVERLAP MANHOLE FRAME COVER PLAN - TOP HALF VIEW c!L• NO.4 REINFORCING BARS 3 'r 2"MIN. W O � w U x
U) _ _ CAST IN COLLAR I o ° F - IEEI.�
'ro 3, TYP. I� � z � �
O / I STANDARD MANHOLE FRAME / •1 F \� MANHOLE TOP
[S70RM SEWEk LATERAL ADDITIONAL� 4 NO 6 REINFORCING-BARS- >¢ W 0 W Q = Q X
oleo BASIC DIMENSIONS a �P / secnON ,• CONE s€cnDN N_ • U Q Z X
A, A, B °000��nne B al PA N N'•.d A A = Q ~
A 2a'/6" A 1 / A f, e• U W
* ♦ B I L - - _ (LO)L2'NO,i BARS W LL W Ud
Ud
C ! , L_ -___�_-_-_ _ J L_ o¢�+�oo _ C 21' MIN. - -1-- - PLACE BARS]N APPO%- -� _- -I L_, .. _-1-_- - - _� o. a U Q F z z W
C I r 1 W D 31'MIN.
Q E 5' is •e MANHOLE LID - n = O_ W = z Q
Q I I , *a.DRILL MOLES U., W W F- U' Z ~
MIN. a
4 INLET DRAIN OR STORM
STANDARD MANHOLE COVER � J I ` �'4 __
4 LINES ON TOP OF _ ' v . ���_ SEWER LATERAL
f CONCRETE COLLAR A BASIC DIMENSIONS OIVS _ _ , / -r- (SHEET(NOTE No al �V•°
RED DEEP, GROUTED JOINT DR 2 - � � ~ W
SCO /z23/ +':p °<',o. ` NO.5 REINFORCING BARS-
CV 3 / TYPrAT 9 z PARALLEL 4' 2�„ PRECAST CONSTRUCTION JOINT DETAIL
1 e z AT 90° To L
FRAME PLAN COVER PLAN - BOTTOM HALF VIEW xB'MAN HOLE FRAME BOTTOM TO FIT NG scuE, CONSTRUCTION JOINT DETAIL ~ X X 2
co ._ I INSIDE ANOTHER FRAME LID OR SUB-NOTES FLCDR METAL REINFORCEMENT 0 X it
¢ RECAS UNITS OIL 5_O INO SGPLEI 00 N E..1 4'-D"DIAMETER x b 29"MAXIMUM PIPE p1A.,FOR NOTES � 1 X
Q (21 N0.4 REBAR W/12"MIN.OVERLAP LENGTH EACH, A A' B LARGER PIPE USE MANHOLE TYPE D.. B F NOTES Up LLI
MIN.LENGTH-[2tA•6"1a 12"3,RADIUS-A•6" NOTES 1.CARE SHALL BE TAKEN TO AVOID PLACING MANHOLES IN } }
it
N �- -� m I� SECTION C-C TOP - SECTION 8'-B' WHEEL PATHS, 1. CARE SHALL BE TAKEN TO AVOID PLACING MANHOLES IN WHEEL O � ~ X
>_ I THE MINIMUM WEIGHT OF THE FRAMES SHALL BE 15OLBS. 2,MANHOLES TYPE A MAY BE EITHER PRECAST OR CAST-IN- MANHOLE TOP PATHS. Q X m
CONCRETE COLLAR PLAN q"MIN, w AND THE MINIMUM WEIGHT OF CCVEkS SHALL 8E 11UL85. (SCALE%'-I'1 (SCALE'/"-1'1 PLACE.PRECAST MaJ HOL ES SHALL MEET THE RECUIREMEN 7S DF (� m
C C' THESE FRAMES AND COVERS ARE TO BE USED IN ALL TRAFFIC B• STAHOARD MANHOLE FRAME COVER& PLACE CONCRETE COLLAR ASTM C478 PRIOR APPROVAL OF THE SHOP DRAWING WILL BE SEC TIDN C-C 2. MANHOLE TYPE B MAY BE EITHER PRECAST DR CAST-IN- X Q }
AND NON-TRAFFIC ARE aS. CONCftBTE COLLAR ISEE NOTE N7)-]1 AFTER ASPHALT PAVEMENT REQUIRED DN PRECAST UNITS WITH FLOOR AND/OR PIPE OPENINGS. PLACE.PREGA5T MANHOLES SHALL MEET THE REQUIREMENTS pF ASTM X LU m w
3"MAX- PND /4"BELOW FINISH 'SCALE�/1' 1") C478.PRIOR APPROVAL OF THE SHOP DRAWING WILL BE REQUIRED Q
q' 2.FRAMES AND COVERS SHALL CONFORM TO AASHTD M 3.CAST-IN-PLACE MANHOLES TYPE A SHALL CONFORM TO SECTION pLA CONCRETE COLLAR FLUSH STANDARD MANHOLE FRAME. pN PREF,ASi UN1T5 WITH FLOOR AND/OR PIPE OPENINGS. = X w z Z Y
306-05 AND SHALL BE MADE OF CLASS 358 GRAY IRON_ k::.k.'- - IFI -MINOR STRUCTURES OF THE CURRE LTD STANDARD SPEC- TO f"BELOW FINISH C_U & (SEER&CONCRETE COLLAR Ur � U
° l •o• ___ __ I • .V'•' "-"' Ip` -' GRAVE R[NCf51 2'-0" (SEE NOTE NO-81 3. CAST-IN-PLACE EM OF
TYPE B SHALL CONFORM TO SECTION 609- J
I � IFICATIONS FOR HIGHWAY CONSTRUCTDN CASs-IN-PLACE MANHOLES GR OFT�pSPHALi PLACEMENT Y
p � • o s SHALL NAVE 6"WALL$AND MINIMUM 6"FLOORS.THE METAL 12"MA%.HEIGHT MINOR STRUCTURES R THE CURRENT LTD STANDARD SPECIFICATIONS Q (n Q w
.- GRADE RINGISI L2" REINFORCEMENT USED ON THE WALLS AND FLDORS SHALL BE NO.4 _ OR HIGHWAY CONSTRUCTION.CAST-IN-PLACE MANHOLES SHALL HAVE w U 3. THE LAYOUT AND DIMENSIONS Of THE WEBS ARE TYPICAL GROUTED JOENT151 TYP F U MINIMUMEPTA RIE TARY MANHOLE COVERS WITHOUT WEBS GROUTED �I �, PLACE CONCRETE COLLAR MAX_HEIGHT,(TYP 1 GROUTED JOINTS BARS. ALL REINFCRCEMEN7 SHALL HAVE A MINIMUM CONCRETE qq q - aa ,E z v-+,Gy. fi"WALLS AND MINIMUM 8 FLOORS. THE ME7AL REINFORCEMENT USED
l 1 .� 2 0 �. 'a t. _ __ .,p• 3.- �'"' '2' ___ _ 1.c"I �+'-` ON THE WALLS AND FLOOR$SHALL BE NO a BARS.ALL En = 0 U ARE ACCEPTABLE PROVIDED THEY MEET AASHTD M 306-05 JOINTS AFTER ASPHALT PAVEMENT COVER OF 2"AND/DR 3"IF CAST AGAINST EARTH. REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2
AND MINIMUM WEIGHT REQUIREMENTS.PLL COVER DESIGNS B - ANO /4-BELOW FINISH y.
SECTION A-A� SECTION B-B SHALL BE PROVIDED WITH AN ANTI-SHIFT SKIRT THAT _ S ALL CONNECTIONS AND BROKEN AREAS SHALL BE GROUTED'
EXTENDS-A MINIMUM OF 1"BELOW THE COVER SEAT. SMOOTH, FORM A WATER TIGHT MANHOLE.MASTIC BEPLPNTS. AND/OR NE IF CAST AGAINST EARTH.
W GASKETS, AND O-RINGS USED ON PRECAST SECTION(S) ,'�� ° is 4. PLL CONNECTIONS AND BROKEN AREAS SHALL BE GROUTED SMOOTH TO
3"1•/-1'OM MIN CLEARANCE A FOR METAL REINFORCEMENT MANHOLE STEPS ':\ - ••4'o
4, THE SURFACE SHOWN IS N S OOTH,MAY B ONLY.ANY 'S CONSTRUCTION JOINT(S) SHALL CONFORM TO AASHTD AND ASTM C C FORM A WATER TIGHT MANHOLE.MASTIC SEAL ANTS,SHALL
CONFORM T
N ON BOTTOM AND 2 '•/-1�/e"IF COLLAR IS PLACED UN 3"(•/-1'OM MIN.CLEARANCE FOR METAL REINFORCEMENT REQUIREMENTS-:
TOP OF MANHOLE/STRUCTURE. ON BOTTOM AND 2 f•/-)/"IF COLLAR IS PLACED ON SURFACE DESIGN,OTHER THAN SMDDTH,MAY BE USED UPON 4" ALL INTERIOR ., ..SEE JOINT DETAIL& SEE CONSTRUCTION �}[ O CHAMFER a pN PRECAST SECT DN'S1 CONSTRUCTION JOINT(5) SHAL!CONFORM TO
Q APPROVAL. I` JOINTS GROUTED .�° j �_ NOTE N0.4 5.BENDS IN THE MAIN STORM SEWER SHALL BE MADE BY FORMING JOINT DETAIL a' +VIE a4 4 ON B TTOM AASHTO ANp ASTM REQUIREMENTS.
TOP OF MPNH LE/STRUCTURE ISEE NOTE N0.61.
Z O z
i 7"1•/-l' "MIN SMOOTH_ -' a• •e CURVED CHANNELS WITHIN THE MANHOLE THE INSIDE OF THE TOP. _ �_ 5. BENDS IN THE MAIN STORM SEWER SHALL BE MADE E FORMING
9"MIN-DR TO PLACE COLLAR FLUSH TO 2"t•/-l{/p"MIN. PLACE CONCRETE TO PLACE COLLAR FLUSH TC 5,A CAST-IN-PLACE CONCRETE COLLAR SHALL BE PLACED 'ja - --- Ee, CQNSTRVGi TROUGH INLET AND OUTLET LATERAL PIPES MAV NOT BE LOWER THAN THE INSIDE TOP OF MAIN. I"CHANTER - CURVED CHANNELS WITHIN THE MANHOLE THE INSIDE OF THE TOP
'4 BELOW FINISH GRADE& AROUND THE MANHOLE FRAME UNLESS OTHERWISE DIRECTED w TOP TO TOP OF E w - U)
TOP OF STRUCTURE &"(-/-I 4' TOP OF STRUCTURE '/"BELOW FINISH GRADE& D- 4'-0" ^^II a F PIPES.TYP " �� 12" d INVERT ELEVATION SEWER PIPES.WHEN THE INVERT OF A LATERAL PIPE FALLS BELOW ON BDT DM Mo a- LATERAL PIPES MAY NOT BE LOWER THAN THE INSIDE TOP OF MAIN
Q AFTER ASPHALT PLACEMENT AFTER ASPHALT PLACEMENT THE CONCRETE COLLAR SHALL MEET THE REQUIREMENTS OF .''. MIN.SLOPE D° OIQAL TO BE SHOWN ON THE P PER FOOT MINIMUM SLOPE LINE, THE CHANNEL SHALL BE z SEWER PIPES, WHEN THE INVERT OF THE LATERAL PIPE FALLS
SECTION 609-MINOR STRUCTURES,DF THE CURRENT [TD _ TORM SEWER PROFILE FORMED FROM THE LATERAL PIPE TO THE MAIN SEWER. BELLOW THE 1"PER FOOT MINIMUM SLOPE LINE, THE CHANNEL
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. G 1"PER FOOT C ¢ �v,
- 52' ` iv� 6.WHEN MANHOLE STEPS ARE REQUIRED AN ECCENTRIC CONE � �_� SHALL BE FpRMEO FROM THE LATERAL PIPE Tp THE MAIN SEWER.
!� ;, - c T„{•;•:•. I a b D SECTION SHALL BE USED.PLASTIC COATEO MANHOLE STEPS 6 TYP 4.0' CONSTRUCT TROUGH ••4`
6. THE CONCRETE MANHOLE L€D5 SHALL BE DESIGNED FOR AASHTD H-25
.rz n
TOP TO TDP OF 4
- THE CONCRETE COLLAR SHALL OE PLACED TO THE TOP OF � - .r °d
I'' ••II 0rr
��o o L v :°o L'd 6 p
. ____ _____ ° _ _____ P_ �.R - �� SHALL BE PLACED IN MANHOLES GREATER THAN 4'IN DEPTH.
U - THE MANHOLE/STRUCTURE OR HAVE A MINIMUM THICKNESS OF d' MAX. OF PIPES.TVA- >o LIVE LOADS.
N 9 WHEN THE CONCRETE COLLAR IS PLACED ON TOP OF A D' PL 1 PLASTIC COATED MANHOLE STEPS SHALL CONFORM TO IDPNO MIN SLOPE _
< �. STANDARDS FOR PUBLIC WORKS CONSTRUCT ION. 1"PER FOOT a:p. MA%_ - 7, WHEN MANHOLE DEPTH IS GREATER THAN 4'-0"INSTALL MANHOLE
Q T T N MANHOLE%STRUCTURE THE 7HICKNE 55 SHALL NOT BE LESS -.��9, >�+ I _-2Yzx STEPf51,THE NORMAL STEP-TO-STEP SPACING IS 12"AND THE STEP
GRADE RING(SI THAN THE V DIMENSION"OF THE FRAME-THE VERTICAL Tad.a v a a� a a 1n y / 4°,a-o °: 7.USE OF A PLASTIC MANHOLE FRAME 5UPPURT,I.E.WHIRLY-GIG PROTRUDES FROM THE MANHOLE WALL 4".
J PLASTIC MANHOLE METAL RE€NFORCEMENT LENGTHS MAY BE ADJUSTED WHEN _ - OR COMPARABLE DEVICE,IS AN ACCEPTABLE CONSTRUCTION OPTION 'e g4:o,'e•°a°..�,' p .y 'e.•q°•' '•a- 4
12"MAX.HEIGHT - o f-••Pa v (FOR FURTHER INFORMATION REFER TO STANDARD DRAWING b05-13). I 'J 8. USE OF A PLASTIC MAI•IHULE FRAME SVPPURT,1.E-WHIRLY-G.IC OR
FRAME SUPPORT THE COLLAR I$PLACED ON T0P OF A STAUCTURE/MANHCLE °.- V u • °a�•',. - o:l. UT i NV RT a•0 r
GROUT JOINTIS o q 6.CHEMICAL RESISTANT LINERS MAY BE REQUIRED(SEE PLANS ° °a•�<:'a•°Ora °['0`°°-'a D H7 1 E ,E, COMPARABLE DEVICE IS AN ACCEPTABLE CONSTRUCTION OPTION
Ham-+ - ELEVATION AS [°�F
7. USE OF A PLASTIC MANHOLE FRAME SUPPORT,I.E. ° n AND/OR SPECIAL PROVISTONSI. (FOR FURTHER INFORMATION REFER TO STANDARD DRAWING 605-131.
L WHIRLY-GIG OR COMPARABLE DEVICE,IS AN ACCEPTABLE ,\� / ;e \a P � / \ °e, °e• e o.a,1 / I_ _I STORM SEWER 4'-O"a INCET.INVERT g STANOARD.DRAWING 605-13 SHALL ACCOMPANY THIS DRAWING.
„v e,'- a v; 3.STANDARD DRAWING 605-13 SHALL ACCOMPANY THIS DRAWING. 5'-0" ELEVATION A5
W O CONSTRUCTION OPTION. MIN CDNCRETE FLOOR FROM LOWEST PROFILE SHOWN ON
w MANHOLE FRAME SUPPORTED WITH CONC-COLLAR RINGS PLASTIC MANHOLE FRAME SUPPORT g-NOT rp SCALE- BRlapu sroBco INVERT TO BOTTOM OF PIPE LIP oRlclp.L srBREo STORM SEWER
'SEE NOTE N0.61 [SEE NOTE NO.7) ONAL OVAL oR,Clp4 srpR(p INEEq s
-31D. f i-11D. F PROFILE .Np, !$�
> e ro SECTION A-A BOTTOM SECTION B B 5 ro SECTION A-A SECTION B-B N.lam SE f
SECTION A-A Tau w<9,vae• ac�c o,sTse t s B a co°"M t sAALEs SHOW 1, aml w<s1 mm. 4f1 r/ a o
IT,
ICaM10 O e T y Eq° 'L� (sCALE/ (SCALE''/z"-1') B .ION" o`Je TDJ, f flFo ZcA (SCALE/i'_1") (SCALE/i' 1 Base.l6fioTry
REVISIONS IDAHO STANDARD DRAWING Englzsh e oF�F°g T REVISIONS HUwN IDAHO STANDARD DRAWING Englzsh �eeP a REVISIONS N IDAHO +„ STANDARD DRAWING Englssh sCALE5 SHOWN O SCALES 5 �VNJ/.
_ ND, DATE BV N0, PATE BV ND. pATC BY ME pRIGINPL SIGNED pV�LOREN THOMAS q A q�S O ND, DATE BY N0, DATE BY ND PATE BY qRE FOR ll"X IT' ORIGINAL SIGNED BV LOF£N TH0MA5 S1 aNLAR[l oft Pw[NG NO 9 +]`a ND. DATE BY N0. OAFS BY ND. DATE BY ORE FOR U"X 1T" pRIG3NPL SIGNED BVLOF£N FHOMAS
1 06-61 NS 6 10-05 MSM PRINTS ONLY TRANSPORTATION * _ N[ RC DkPWING NO. ( pv® 1 03-fia 6 1-93 MSM 11 09.10. PLR. PRINTS ONLY TRANSPORTATION s 4 2 0:1,®. 1 03-64 6 09-Oa MSM PRINTS ONLY TRANSPORTATION* * rPNf FCC DRAWING NO u 0 /
J ASSISTANT CHIEF ENGINEER IDEVELDPMEN71 MANHOLE FRAME, 6 S i S ASSISTANT CHIEF Ery GIN£Eft IOEV ELDPMENT) 6 S ISTANT CHIEF EIGIN£ER[DEVELOPMENT) p23^
-O a Gzna / oa-GT MSM s a z oa-n ] D-o1 MSM MANHOLE TYPE A a z oa-n T os-o2 MSM MANHOLE TYPE B
C Iz-ez MSM a O9lo PLR sos-l�imodue- DEPARTMENT ORIGINAL SIGNED BvTUM IDLE COVER, & CONCRETE COLLAR 605-13 Fo`E of°cDa 3 Ds-T4 a o6-03 MSM cgnD FOE NAMe DEPARTMENT ,,,„„ 605-10 _o' BF°� a sos°li osoia�- DEPARTMENT `mr.,q„ ORIGINAL SIGNED er=sTEVEN HUTCHINSDN 605-I1
605-10_LO10 J n AL SIGNED By-TOM co E r 9 a GS-71
H�•+ 6 95 MSM DRAWING DATE'- CHIEF ENGINEER f, MP q 02-TS 9 11-04 MSM DRAWING DATE'. 'ry CHIEFN ENGINEER f. MP 4 12-9I M$M DRAWING DATE'- CHIEF ENGINEER °R
5 �L-AT MSM DUNE.1963 BOISE DAHO SHEET I -IF I 5 ]2-92 MSM 10 OS-O] MSM JUNE.1961 BOISE IDAHO REOULRES STD DWG.605-13 SHEET I OF 1 5 1t-OI MSM �u NE.196E ROSE IDAHO REQUIRES STD_DWG 605-€3 SHEET ] OF 1 O
r^�
(.0
U U
H z
"- O
J
{-, N0.3 BARS,
c B SPACE 0 6.. E I
E D�-1 7„ N0.4 BARS. ill NO.3 BAR RING
E STORM SEWER SPACE Q 4"
^ NO.3 BAR RING 3" 4 NO.4 BARS .a Q L N0.4 BARS, NO 5 BARS
En ., SPACE 0 4" NO.S DIAGONAL NO,5 DIAGONAL
E STORM SEWER LATERAL BARS BARS
No
U co _ $PACE ADDITIONAL a" \ .q
J 1 r+ •5L' �/'�j
c (n t _1 'tr _ r_//
N z"
MANHOLE LID
70 a
NO BAR RING'n
U
� O PRECAST JOINT DETAIL 1'•cHPMFERDNBDTi0 On pM
Y
(NO SCALE) D� NC_4 BAR RING •D,e_
N PLAN SECTION D-D EPL I^CHAMFER ON BOTTOM O O
LL !? B� SUB-NOTES PLAN SECTION E-E
SECTION C-C r...A-lNHOLE TYPE C(48' CIA.SECTION). 48" DIA.FLAT LID 60" DIA.FLAT LID
HOLE TYPE D t60°DIA_SECTION)
CONCRETE COLLAR TO BE (SCALE/z'-P" MAX.PIPE DIA.W/49"DIASECTION ISCM.E�/"-1") (SCALE%{' 1")_ PLAGEO AFTER ASPHALT& MAX.PIPE W/60"DIA.SECTION TOP SECTION B' B O
- /A"BELOW FINISHED GRADE NOTES
(D STANDARD MANHOLE FRAME,CUVER&CONCRETE COLLAR (SCALE % I) CONCRETE COLLAR TO BE
ISEE NOTE NO.B) i LACED AFTER ASPHALT& 1 CgRE SHALL BE TAKEN TO AVp[p PLACING MANHOLES]N WHEEL PATHS- T Q
P BELOW FINISHED GRADE 2 MANHOLES TYPE C& D MAY BE EITHER PRECAST OR CAST-IN-PLACE.
Q 5,v.,• - L A$' I ,I^ ;,y] ,T,* PRECAST MANHOLES SHALL MEET THE REGUIREMENrS OF ASTM C478
I 1 F PRIDR APPROVAL OF THE SHOP DRAWING WILL BE REQUIRED ON PRECAST O
O GROUTED JOINTS PRECAST FLAT LID UNITS WITH FLUOR AND/OR PIPE OPENINGS. Lu
I13 3� CASTAN-PLACE MANHOLES TYPE C& D SHALL CONFDRM TO SECTION 609 I- TYPICAL TYPICAL GRADE RWG(S) �`b I tl MINOR STRUCTURES OF THE CURRENT 'ITO STANDARD SPECIFICATIONS FOR. U -
H� 4"FUR 4 A • -0 y`•, ' yPIHA�X.HEIGHT, ''" _. a &O NOTE NAIL HIGHWAY
MINIMUM
BE NU.4 BMETAL REINFORCEMENT
U SHALL HAVE WALLS SEE PRECAST RUCTION". CAST-IN-PLACE MANHOLES SHALL HAVE 6' 7
FLOORS
ARS ALL
Q {{ FLOORS. THEM RCEMEM USED SHALL
THE WALLS QA a L
MINIMUM CONCRETE COVER OF 2"AND/DR 3' IF CAST AGAINST EARTH
A li
U U $„DI VVV n 4. ALL CONNECTIONS AND BROKEN AREAS SHALL BE GROUTED SMOOTH TO FORM
� y-JI } MANHOLE INLET AND OUTLET A WATER TIGHT MANHOLE MASTIC SEALANTS,GASKETS,AND 0-RINGS USED W a
LLI O 6"FOR 60"DIA. 3 STEPS ELEVATION TO BE DN PRECAST SECTION(S)CONSTRUCTION JOINT(S) SHALL CONFORM TO Q O
4 1 SHOWN ON STORM AASHr9 AND AST RECUIREMENTS.
/ a CONSTRUCT TROUGH '� SEWER PROFILE 5- BENDS IN THE MAIN STORM SEWER SHALL BE MADE BY FORMING CURVED Q
_ TOP TO TOP OF 4 - 21 CHANNELS WITHIN THE MANHOLE.THE INSIDE OF THE TOP LATERAL PIPES
Z -^ I OF PIPES,TYP. E;r ( MAY NOT BE LOWER THAN THE INSICE TOP OF MAIN SEWER PIPES WHEN
� C > J` L2" THE INVERT OF THE LATERAL PIPE FALLS BELLOW THE I'PER FOOT
.b D _ MINIMUM SLOPE LINE.THE CHANNEL SHALL BE FORMED FROM THE LATERAL ♦^
Ham-+ PIPE TO THE MAIN SEWER_ v♦
0_ _ -p ° p.` r'° -I- k MpY. 6. THE CONCER7E MANHOLE LIDS 5HALL BE DESIGNED FOR AASHTD H-25 LIVE
L0ADS
a ,e . r z ° 1 7. WHEN MANHOLE STEPS ARE REOUIREO AN ECCENTRIC CONE SECTION SHALL Q L v.a.
°'d' '''^ ° 7y`I .I 'I.'o i�:'.p C.a GREATER THAN T4CIN DEPTH H.M�IANNOLE HOLE$
STEPS SHALL SHALLBCONFORMD IN TO DAHO MANHOLES
• °aB'v-osa�•,I,� ,v�a a�•,! - J°IT a''� 6]'''-[-° ;'-•d<v'I-,'� STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STANDARD DRAWING SD-509 1 1 1
AND SECTION 504-Or PLASTIC COATED MANHOLE STEPS- / �+ /'� �+ W
S ( MINIMUM SLOPE 6"MIN rCUNCRErE FLUOR FROM LOWEST USE OF A PLASTIC MANHOLE FRAME SUPPORT I E,WHIRLY-GIG OR CaG 81 T CAUTION. NOTICE TO CONTRACTOR
1"PER FOUL INVERT TO BOTTOM OF PIPE SECTION LIP COMPARABLE DEVICE,IS AN
ACCEPTABLE CON5TRUCTDN OPTION 11 -_ INFER.
LLI 0 SECTION A A BOTTOM SECTION B B (FOR FURTHER 1NFDRMAPON REFER TD He -1iB., t Bowe YOII
(SCALE'�• 1") !SCALE 1/" V1 STANDARD DRAWING 605-13). yeow ,e rti EBEa D191 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
� REVISIONS SCALES SHOWN IDAHO STANDARD DRAWING En Zish °Pg , �.� SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE,
JI ND. DATE BY No. DATE BY No. DATE B RE FOR N"X u" bR1GINA SGNED BY=LDREN THDMAS RRAWING ND da MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
E 1 12-92 SM PRINTS ONLY TRANSP)ORTATI®N 4 °r,i g5535TANT CHIEF ENGINEER(OEVELOPMEN7) % rp S/�® n •�
U V i 1 MSN �12 50 � DEPARTMENT y ORIGINAL SIGNED BY'STEVEN HUTCHINSON MANHOLE TYPES C a D sos 12 F°F OF � ", CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO W
µa^W19B1DAT£' BOISE IDAHo HIEF ENGINEER REQUIRES SrD.Dwc-6Gs-1s SHEET I DF I RD F` If REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON TH �ijl�� ^