sanitary sewer details s30 - city of st. petersburg · pdf file · 2018-02-07that...

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NOTES FOR SANITARY STRUCTURES 1. ALL MANHOLES SHALL BE BRICK, PRECAST CONCRETE OR FIBERGLASS REINFORCED POLYESTER (FRP),

UNLESS OTHERWISE SHOWN OR APPROVED BY THE ENGINEER.

2. ALL PIPE STUBS FROM PRECAST MANHOLES, FOR FUTURE CONNECTIONS, SHALL BE INSTALLED WITH REMOVABLE WATERTIGHT PLUGS, PLACED FROM WITHIN THE MANHOLE.

3. ALL TYPE I CONE SECTIONS SHALL BE CONCENTRIC WITH RING CASTING CENTERED IN STRUCTURE, UNLESS OTHERWISE SHOWN OR DIRECTED BY THE ENGINEER.

4. THE CONE SECTION OF TYPE I PRECAST MANHOLE SHALL BE PRECAST.

5. NO PIPE SHALL BE IN THE MANHOLE CONE SECTION.

6. ALL MANHOLES WITH SLAB TOP SHALL BE TYPE II, SEE STANDARD DETAIL-TYPE II MANHOLE TOP SLAB.

7 . A DROP MANHOLE SHALL BE REQUIRED WHEN THE INVERT OF ANY INCOMING PIPE IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. ALL DROP PIPE SHALL BE ON THE OUTSIDE OF THE MANHOLE.

8. PRIOR TO PRECASTING STRUCTURES THE PRECASTER SHALL SUBMIT SITE SPECIFIC INDIVIDUAL SHOP DRAWINGS FOR APPROVAL. SHOP DRAWINGS SUBMITTED FOR NONSTANDARD STRUCTURES OR STRUCTURES THAT DEVIATE FROM THE STANDARD DETAILS MUST BE DESIGNED AND CERTIFIED BY A REGISTERED FLORIDA PROFESSIONAL ENGINEER.

9. PRECAST MANHOLES SHALL CONSIST OF A MINIMUM NUMBER OF SECTIONS, AS APPROVED BY THE ENGINEER.

10. ALL PRECAST STRUCTURES SHALL HAVE AN INTEGRAL FLOOR AND BASE RISER SECTION, SEE STANDARD DETAIL-TYPE I AND II MANHOLE BASE AND WALL.

11 . SEE STANDARD DETAIL-PRECAST STRUCTURE JOINT ASSEMBLY AND STRUCTURE SEALING .

12. ALL EXPOSED EDGES TO HAVE A 3/4" CHAMFER.

13. FOR THE APPLICABLE RING AND COVER, SEE STANDARD DETAIL-MANHOLE RING AND COVER CASTING.

14. PRECAST BASE SECTION SHALL BE INSTALLED ON A CONCRETE MAT WITHIN 2 HOURS OF PLACEMENT OF THE MAT.

15. ALL BRICK SHALL BE CLAY BRICK AND SHALL HAVE A MINIMUM 3/4" CEMENT PLASTER ON ALL SURFACES.

16. BENCH SHALL SLOPE @ 1: 12 MINIMUM.

17. PRIOR TO MANUFACTURING OF FRP MANHOLE, MANUFACTURER SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR THE DESIGN OF INVERT AND BENCH AREA, PIPE CONNECTIONS, FABRICATION DETAILS AND INSTALLATION METHODS FOR APPROVAL.

18. ADDITIONAL REINFORCEMENT IS REQUIRED IN ALL TYPE II MANHOLE WALLS WITH OPENINGS FOR PIPES. THE VERTICAL AND HORIZONTAL WALL REINFORCEMENT DISPLACED DUE TO OPENINGS SHALL BE REPLACED WITH ADDITIONAL REINFORCEMENT BARS ABOVE, BELOW, AND ON BOTH SIDES OF OPENINGS, EQUAL IN AREA TO THOSE DISPLACED. REPLACEMENT REINFORCEMENT SHALL BE PLACED WITH 3" CLEARANCE TO THE EDGES OF OPENINGS.

19. FRP MANHOLE INVERT AND BENCH SHALL BE CONCRETE.

20. FRP STIFFENING RIBS ARE REQUIRED AT 1 O' DEPTH OR MORE.

~ t---------C-1 _T_Y __ S_T_A_N_D_A_R_D_S _____ ~

C 0 -,

SANITARY STRUCTURE NOTES

REVISIONS

BY DATE

SWB 06/01 I & I I~ I

SWB 06/02

SWB 06/04

SWB 03/06

ENGINEERING, STORMWATER, & APPROVED BY: DATE: MARCH 1993 TRAFFIC OPERATIONS

CITY of ST. PETERSBURG /7 , J /:7 DWG. No. ---+------------1 -----'~2;j~(Lcr..?~U~-~r'.;L_,1·EJ.~ ~...,~~~-~ ---

SCALE: N.T.S. ,r/ DIREO'TOR S30- 1 V

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BLIND FLANGE, DOME TYPE FLG x FLG EXTENSION,~,:;,,~,, 5' MIN. LENGTH, FOR £' ~ FLG x PE "RISER", 16" MIN. LENGTH 1 O" THRU 24" SEWERS '

3" CLEAR. MIN . A

"COLLAR BEAM" FOR ~ .-.u~--~ .... _"")_ ..... _'"[_-:'.J'"[_"]_-:_T_-;it_7-"5l'~r~~~~~~ 10" THRU 24" SEWERS, I I

GATE VALVE SEE NOTE 7 BELOW I 1

"COLLAR BEAM" FOR -----'L----t--i MJ WYE BRANCH 4" THRU 8" SEWERS

FLG x PE "RISER", 16" MIN . LENGTH

MJ x MJ BEND SEE NOTE 6, BELOW H H H H

TYPICAL PROFILE VIEW

A "COLLAR BEAM" FOR 1 O" THRU 24" //A"~ SEWERS, SEE NOTE 7, BELOW CONFIGURE TO FIT

MANUFACTURES REQUIREMENTS / / >-.

/ / , / /

/ / / /

"COLLAR BEAM" FOR 4" THRU 8" SEWERS

#4 @ 12" oc. EACHWAY

1.8 ... I COLLAR BEAM

DETAIL

STUB PIPE CHART F.M. MIN. MAX. SIZE LENGTH LENGTH

4" 13" 16"

6" 13" 16"

8" 14" 20"

10" 14" 20"

12" 14" 20"

16" 18" 24"

24" 24" 30"

NOTES:

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PLAN

1. ALL PIPE THAT IS PART OF THIS ASSEMBLY SHALL BE DUCTILE IRON. FITTING'$ SHALL BE STANDARD TYPE LISTED IN ANSI/AWWA C-110.

2. PIG LAUNCHER SHALL BE SAME SIZE OF THE FORCE MAIN BEING FLUSHED OR CLEANED. 3. H=HARNESSED JOINT. (MECHANICAL JOINT W/ D.I. RETAINER GLAND) 4. VALVE AND VALVE BOX REQUIRED IF NONE EXISTS BETWEEN PIG LAUNCHER AND PRESSURE SOURCE. 5. HEAVY DUTY, DOUBLE DOOR ACCESS SHALL BE U.S.F. FABRICATION, INC .• MODEL: "AHD 48 x 72", OR

EQUAL. ASSEMBLY MAY BE GALVANIZED OR ALUMINUM W/ H20 TRAFFIC LOADING, W/ RECESSED STAPLE FOR PAD LOCK.

6. FOR 1 O" THRU 24" SEWERS THIS PIECE SHALL BE A 45· BEND. 7. ROTATE THE COLLAR BEAM 90" FROM THAT FOR 4" THRU 8" SEWERS. SEE ADDITIONAL CONDITIONS AS

SHOWN IN THE TYPICAL PROFILE VIEW, ABOVE.

REVISIONS

BY DATE

SWB 09/00

SWB 06/01

SWB 06/02

SWB 03/06

C I TY S T A N D A R D S

m ENGINEERING, STORMWATER. &

TRAFFIC OPERATIONS CITY of ST. PETERSBURG

SCALE: N.T.S.

"PIG" LAUNCHER ACCESS DETAIL

APPROVED BY: DATE:

DWG. No.

SEPT. 1999

_if!l.~~~~~'..___ S30- 4

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FINISHED GRADE

BRICK COURSES WITH 3/4" PLASTER COATING

WALL REINFORCEMENTSEE STANDARD DETAILTYPE I AND II MANHOLE BASE AND WALL

CROWN OF LATERAL SEWER TO MATCH OR BE ABOVE CROWN OF TRUNK SEWER

FLEXIBLE WATERTIGHT CONNECTOR SEE NOTE 2 BELOW

LATERAL SEWER PIPE

BASE SLAB-SEE STANDARD DETAILTYPE I AND II MANHOLE BASE AND WALL

R=24" MIN.

PLAN VIEW NOTES:

DIAMETER INSIDE

MANHOLE ACCESS-SEE STANDARD DETAILMANHOLE RING AND COVER CASTING

•----,-WT-WALL THICKNESS-j: SEE STANDARD DETAIL-<.:> TYPE I AND II MANHOLE ~ BASE AND WALL .....J .....J <( :: z :::i:

-------,- BENCH SLOPE

r:l:!i:!~!i:!i:a~~mi:!--__l __ COMPACTED SUBGRADE. OR 4" CONCRETE MAT, OR 6" COARSE AGGREGATE,

TYPICAL SECTION VIEW AS ORDERED

S C H E D U L E PIPE DIA. ACCESS SIZES INSIDE DIA.

8" TO 18" 4' 24"

21" TO 30" 5' 32"

1. SEE GENERAL NOTES, STANDARD DETAIL-SANITARY MANHOLE NOTES. 2. FLEXIBLE WATERTIGHT CONNECTORS SHALL BE "KW1K SEAL" OR "PSX: POSITIVE SEAL GASKET SYSTEM" AS

MANUFACTURED BY THE PRESS SEAL GASKET CORPORATION, OR APPROVED EQUAL, OR "KOR-N-SEAL" I CONNECTORS FOR PIPE SIZES UPTO 15" AND "KOR-N-SEAL" II CONNECTORS FOR PIPE SIZES 18" TO 30", AS MANUFACTURED BY THE NPC INC., OR APPROVED EQUAL.

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REVISIONS

BY DATE

SWB 06/01

SWB 06/02

SWB 06/04

SWB 03/06

C I TY S T A N D A R D S SANITARY PRECAST

MANHOLE TYPE I DETAIL ENGINEERING, STORM WATER, & APPROVED BY: DATE: MARCH 1993 TRAFFIC OPERATIONS

CITY of ST. PETERSBURG

SCALE: N.T.S.

DWG. No.

~~~~~~~ S30-10

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FINISHED GRADE

BRICK COURSES WITH 3/4" PLASTER COATING

6"

BRICK DAM TO 1 /2 DEPTH ~ OF PIPE DIAMETER

DROP PIPE SAME DIAMETER AS LATERAL SEWER

CROWN OF DROP PIPE TO MATCH OR BE ABOVE CROWN OF TRUNK SEWER

CONCRETE DROP ----.-i ENCASEMENT

BASE SLAB-

2'

DIAMETER INSIDE


,___ __ -WT-WALL THICKNESS-1- SEE STANDARD DETAIL-G TYPE I AND II MANHOLE ~ BASE AND WALL

....I

...J

~

,__ ___ - WALL REINFORCEMENT-SEE STANDARD DETAILTYPE I AND II MANHOLE BASE AND WALL

SEE STANDARD DETAILTYPE I AND II MANHOLE BASE AND WALL

Zii2i~~~~~~~~~,--1---__!__ __ COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR

PLAN VIEW

TYPICAL SECTION VIEW

FLEXIBLE WATERTIGHT CONNECTOR SEE NOTE 2 BELOW

6" COARSE AGGREGATE, AS ORDERED

S C H E D U L E PIPE DIA. ACCESS SIZES INSIDE DIA.

8" TO 18" 4' 24"

21" TO 30" 5' 32"

NOTES: 1. SEE GENERAL NOTES, STANDARD DETAIL-SANITARY MANHOLE NOTES. 2. FLEXIBLE WATERTIGHT CONNECTORS SHALL BE "KWJK SEAL" OR "PSX: POSITIVE SEAL GASKET SYSTEM" AS

MANUFACTURED BY THE PRESS SEAL GASKET CORPORATION, OR APPROVED EQUAL, OR "KOR-N-SEAL" I CONNECTORS FOR PIPE SIZES UPTO 15" AND "KOR-N-SEAL" II CONNECTORS FOR PIPE SIZES 18" TO 30", AS MANUFACTURED BY THE NPC INC., OR APPROVED EQUAL.

t01--------------------------------------------I rri

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-:,

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

SWB 06/04

SWB 03/06

C I T y s ~

b ~

ENGINEERING, STORMWATER, & TRAFFIC OPERATIONS


SCALE: N.T.S.

T A N D A R D S

SANITARY PRECAST DROP MANHOLE TYPE I DETAIL

APPROVED BY: DATE: MARCH 1993

DWG. No.

S30-11

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r MANHOLE ACCESS- SEE STANDARD DETAILMANHOLE RING AND COVER CASTING

----- --- BRICK COURSES WITH

(!)

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3/4" PLASTER COATING

8" -WT W/MAXIMUM COVER

3/4" PLASTER COATING--

12"-WT W/0 MAXIMUM COVER

~ 6" TO BACK OF BELL, TYP. °""""'"'---nl

BASE REINFORCEMENTSEE SCHEDULE BELOW

BT-BASE THICKNESS SEE SCHEDULE BELOW

DIAMETER-INSIDE

LATERAL SEWER PIPE

2" COVER

~ COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR


6" COARSE AGGREGATE, AS ORDERED

PLAN VIEW

NOTES:

ANTI-FLOTATION LIPSEE SCHEDULE BELOW WT-WALL THICKNESS, SEE ABOVE NOTATION

PIPE DIA. ACCESS SIZES INSIDE DIA.

8" TO 18" 4' 24"

21" TO 30" 5' 32"

S C H E D u L E BASE BASE H

DIA. W/ DIA. W/ 8" WALL 12" WALL MAX.

6'-4" 7'-0" 6 '

7'-4" 8'-0" 8'

1. FOR GENERAL NOTES SEE, STANDARD DETAIL-SANITARY MANHOLE NOTES. 2. NO INLET PIPE SHALL BE INSTALLED IN THE CONE SECTION. 3. BRICK SHALL BE SOLID CLAY.

BT ANTI-

BASE FLOAT. MIN.

LIP REINFORCEMENT

8" 6" #6 @ 12" EW

8" 6" #6 @ 9" EW

4. GROUTING RING CONNECTORS SHALL BE "WS SERIES" WATER STOP GROUTING RING AS MANUFACTURED BY THE PRESS-SEAL GASKET CORPORATION, OR APPROVED EQUAL.

l{)1-------------------------------------------; ,.;-;

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REVISIONS

BY DATE

SWB 06/98

SWB 06/02

SWB 06/04

SWB 03/06

C I T Y

It I I .J:r I

S T A N D A R D S SANITARY BRICK MANHOLE

TYPE I DETAIL ENGINEERING, STORM WATER, & APPROVED BY: DATE: MARCH 1993


SCALE: N.T.S.

DWG. No.

~~~~~~C-- S30-17

Vl 0 Vl 0

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MANHOLE ACCESS- SEE STANDARD DETAILMANHOLE RING AND COVER CASTING

FINISHED GRADE

IH,jl-------- BRICK COURSES WITH -~----""~----f""-------- 3/4" PLASTER COATING

TOP SLABSEE STANDARD DETAILTYPE II MANHOLE TOP SLAB

I

8"-WT W/MAXIMUM COVER

12"-WT W/0 MAXIMUM COVER

LATERAL SEWER PIPE

SEE NOTE 4 ~ BASE REINFORCEMENT-~ SEE SCHEDULE BELOW co 6 BT-BASE THICKNESS t0 SEE SCHEDULE BELOW ~ (/) _J

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PLAN VIEW

NOTES:

DIAMETER-INSIDE


ANTI-FLOTATION LIPSEE SCHEDULE BELOW WT-WALL THICKNESS, SEE ABOVE NOTATION

PIPE DIA. ACCESS SIZES INSIDE DIA.

8" TO 18" 4' 24"

21" TO 30" 5' 32"

S C H E D u BASE BASE

DIA. W/ 8" WALL

DIA. W/ 12" WALL

6'-4" 7'-0"

7'-4" 8 '-o"

L E

H MAX.

6'

8'

1. FOR GENERAL NOTES SEE, STANDARD DETAIL-SANITARY MANHOLE NOTES. 2. NO INLET PIPE SHALL BE INSTALLED IN THE CONE SECTION. 3. BRICK SHALL BE SOLID CLAY.

COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COARSE AGGREGATE, AS ORDERED

BT ANTI - BASE FLOAT. MIN. LIP REINFORCEMENT

8" 6" #6 @ 12" EW

8" 6" #6 @ 9" EW

4. GROUTING RING CONNECTORS SHALL BE "WS SERIES" WATER STOP GROUTING RING AS MANUFACTURED BY THE PRESS-SEAL GASKET CORPORATION, OR APPROVED EQUAL.

0>1------------------- ----------------------,;j

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-:,

REVISIONS

BY DATE

SWB 06/98

SWB 06/02

SWB 06/04

SWB 03/06

C I T y s ~

b ~

ENGINEERING, STORM WATER, & TRAFFIC OPERATIONS


SCALE: N.T.S.

T A N D A R D S

SANITARY BRICK MANHOLE TYPE II DETAIL


DWG. No.

S30-18

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NOTE:

BRICK COURSE WITH 3/4" PLASTER COATING

. . -.- -.-

__L/1 ~

MANHOLE ACCESS- SEE STANDARD DETAILMANHOLE RING AND COVER CASTING

. . -.-.

FINISHED GRADE

TOP SLAB-SEE ST AND ARD DETAILTYPE II MANHOLE TOP SLAB

WALL REINFORCEMENTSEE ST AND ARD DETAILTYPE I AND II MANHOLE BASE AND WALL

---WT-WALL THICKNESS

SEE STANDARD DETAILTYPE I AND II MANHOLE BASE AND WALL

,~ ~

MANHOLE RISER INTERMEDIATE SLAB-SEE STANDARD DETAILTYPE II MANHOLE RISER INTERMEDIATE SLAB

1. GENERAL NOTES, SEE STANDARD DETAIL-SANITARY STRUCTURE NOTES.

N1---------------------------------------------1 ,;; CITY STANDARDS

C 0 -:,

REVISIONS

BY DATE PRECAST MANHOLE

RISER DETAIL ENGINEERING, STORM WATER, & APPROVED BY: DATE: MARCH 2006


SCALE: N.T.S.

DWG. No.

S30- 21

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PROIR TO ASSEMBLY PROIR TO ASSEMBLY AFTER ASSEMBLY

~:::::::¥ ~ENOTE 2 --""'~

SEE NOTE 3 TYPE II TOP SLAB

SEE NOTE 2

J:;:~V--::::::::=r-- SEE NOTE 3 ~4.,~1-1

TYPE I MANHOLE SEE NOTE 4 _...,~..,.._-~

SEE NOTE 2 MANHOLE INTERMEDIATE SLAB

J:;:~V--::::~- SEE NOTE 3 ~4..1G11-1 (USE WHEN M.H. EXCEEDS 1 O' IN DEPTH)

SEE NOTE 4 _...,~..,...,_-~

MANHOLE INTERMEDIATE SLAB (USE WHEN M.H. EXCEEDS 1 O' IN DEPTH)

g~ SEE NOTE 2 BENCH

~---: SEE NOTE 3 ----.----W"'-. ~--- SEE NOTE 3 4_____...!~--f~

PIPE KNOCK-OUT, TYPICAL NOTE 6

TYPE I MANHOLE BASE TYPE II MANHOLE W / BASE AND TOP SLAB

TYPICAL PRECAST JOINT ASSEMBLIES NOTES: 1. JOINTS SHALL CONFORM TO ASTM C443. 2. A LAYER OF PREFORMED JOINT SEALING COMPOUND SUCH AS "RAM-NEK" SHALL BE INSTALLED AT ALL PRECAST

STRUCTURE JOINTS AND STRUCTURE TOPS FOR TOP SLAB PRIOR TO ASSEMBLY. 3. ONE COAT OF PROTECTIVE SEALER SHALL BE APPLIED TO THE EXTERIOR OF ALL PRECAST, CAST-IN-PLACE, AND

BRICK STRUCTURES. THE EXTERIOR COATING SHALL COVER FROM THE BOTIOM OF THE BASE UPTO AND INCLUDING THE BRICK GRADE RINGS FOR THE COVER CASTING, THE BOTIOM SLAB MAY ALSO BE EXCLUDED AT THE CONTRACTORS OPTION. THE CONTRACTOR SHALL TOUCH UP THOSE PLACES DISTURBED DURING ASSEMBLY AND THOSE CAST-IN-PLACE STRUCTURES PRIOR TO ACCEPTANCE AND BACK FILLING. THE SEALER SHALL BE COAL TAR EPOXY SUCH AS "CARBOLINE" 300-M OR APPROVED EQUAL, WITH A DRY FILM THICKNESS OF 9 mils.

4. ONE COAT OF 100% PURE-FUSED CALCIUM ALUMINATE CEMENTITIOUS LINING SHALL BE APPLIED TO THE INTERIOR SURF ACES OF ALL STRUCTURES, WITH A FINAL DRY THICKNESS OF 1 /2" MINIMUM. IF LINER IS APPLIED PRIOR TO ASSEMBLY, THE LINER SHALL COVER THE KEY WAYS, FROM THE EXTERIOR TO THE INTERIOR OF THE STRUCTURE, INADDTION TO THOSE LIMITS DESCRIBED ABOVE.

5. RESTORATION OF THE PROTECTIVE SEALER AND LINER DUE TO CONNECTIONS TO EXISTING STRUCTURES, MADE BY APPROVED METHODS, SHALL MATCH THE EXISTING MATERIALS THAT ARE DISTURBED AND OR DAMAGED, AT NO ADDITIONAL COST TO THE CITY.

6. FLEXIBLE WATERTIGHT CONNECTORS SHALL BE "KWIK SEAL" OR "PSX: POSITIVE SEAL GASKET SYSTEM" AS MANUFACTURED BY THE PRESS SEAL GASKET CORPORATION, OR APPROVED EQUAL, OR "KOR- N-SEAL" I CONNECTORS FOR PIPE SIZES UPTO 15" AND "KOR-N-SEAL" II CONNECTORS FOR PIPE SIZES 18" TO 30", AS MANUFACTURED BY THE NPC INC., OR APPROVED EQUAL.

7. FOR ADDITIONAL NOTES, SEE STANDARD DETAIL-SANITARY STRUCTURE NOTES.

REVISIONS

BY DATE

C I TY S T A N D A R D S PRECAST STRUCTURE JOINT ASSEMBLY AND

STRUCTURE SEALING DETAIL ENGINEERING, STORM WATER, & APPROVED BY: DATE: MARCH 2006


SCALE: N. T.S.

DWG. No.

S30-23

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ADDITIONAL REINF., SEE SCHEDULE BELOW

PLAN VIEW

MAIN REINFORCING BARSSEE SCHEDULE BELOW

ADDITIONAL REIN~ ~ MAIN REINFORCING BARS 3/4" CHAMFER, TYPICAL

TOP SLAB THICKNESS--[ i :::C: :::C j!:i!: SEE SCHEDULE BELOW J

1-1/2" TYPICALf I .. DIAMETER • I WT I .. 2" COVER


S C H E D U L E

w WT TOP ACCESS MAIN ADDITIONAL Cl.. DIAMETER WALL SLAB >- DIAMETER REINFORCEMENT REINFORCEMENT I- THICKNESS THICKNESS

4• 6" 8" 24" #6 @ 12" EW 2-#8 @ 3" oc I- s· 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" oc (/) <( (.) 6' 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" oc w 0:: 7• 8" 8" 32" #6 @ 10" EW 2-#8 @ 3" oc Cl..

8' 8" 8" 32" #6 @ 10" EW 2-#8 @ 3" oc 4• 8" 8" 24" #6 @ 12" EW 2-#8 @ 3" oc

~ s· 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" oc (.)

il:: 6' (3) 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" oc CD

6' (3) 12" 8" 32" #6 @ 10" EW 2-#8 @ 3" oc

NOTES: 1. FOR GENERAL NOTES, SEE STANDARD DETAIL-SANITARY STRUCTURE NOTES. 2. OPENING SHALL BE CENTERED IN TOP SLAB, UNLESS OTHERWISE NOTED. OR SHOWN. 3. SEE BRICK MANHOLE DETAIL FOR OTHER CONDITIONS.

~ ________ C_I _T_Y __ S_T_A_N_D_A_R_D_S ______ ----1

" ~ 0 N

C 0

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REVISIONS

BY DATE

I

§: 1' TYPE II MANHOLE : ~ : TOP SLAB DETAIL

ENGINEERING, STORM WATER. & APPROVED BY: DATE: MARCH 2006 TRAFFIC OPERA TlONS CITY of ST. PETERSBURG DWG. No.

if---+----+S-C-AL_E_:--N-.T-.S-.---~ _ _n_~~~_!f:~~~~~ S30-24

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MAIN REINFORCING BARSSEE SCHEDULE BELOW

ADDITIONAL REINF., SEE SCHEDULE BELOW

PLAN VIEW

ADDITIONAL REINF. ~MA1NREINFORCING B~RS 3/4" CHAMFER, TYPICAL~ ~ _ ~

INTERMEDIATE SLAB THICKNESS-{ ~ ~ •

SEE SCHEDULE BELOW I ~I 1-1 /2" TYPICAL f . ,. DIAMETER ., . WT . ,.

2" COVER 6x6-W2.9xW2.9

TYPICAL SECTION VIEW KEY WAY DETAIL

S C H E D U L E

WT INTERMEDIATE MAIN ADDITIONAL

DIAMETER WALL SLAB THICKNESS THICKNESS

REINFORCEMENT REINFORCEMENT

6' 8 " 8" #6 @ 12" EW 2-#8 @ 3" oc 7' 8" 8" #6 @ 10" EW 2-#8 @ 3" oc 8' 8" 8" #6 @ 10" EW 2-#8 @ 3" oc

NOTES: 1. FOR USE WITH MANHOLES DEEPER THAN 10', FROM RIM TO INVERT. 2. FOR GENERAL NOTES, SEE STANDARD DETAIL-SANITARY STRUCTURE NOTES. 3. OPENING SHALL BE CENTERED IN TOP SLAB, UNLESS OTHERWISE NOTED, OR SHOWN. 4. NOT ALLOWED WITH BRICK MANHOLES.

~ 1--------C-I _T_Y __ S_T_A_N_D_A_R_D_S ______ --1

C 0

--:,

REVISIONS

BY DATE I & I I ;v;r I

TYPE II MANHOLE INTERMEDIATE SLAB

RISER DETAIL

ENGINEERING, STORMWATER, & APPROVED BY: DATE: MARCH 2006 TRAFFIC OPERA TlONS


SCALE: N.T.S.

DWG. No.

S30-26

V)

0 V)

0 (_) <: I

o> 3:

"'O

~ N I

0 t')

~ V> ...J <( 1-w a a:: ~ w V>

>a:: ~ z <: V>

I 0 t')

~ V)

0 ...., Q)

a "'O L 0

"'O C 0

V>I Cl. U)

0 ;;3-0 <: (_)

~ :::, <: / ti:i

E a.

WT-WALL THICKNESSSEE SCHEDULE BELOW

WALL REINFORCEMENTSEE SCHEDULE BELOW AND NOTE 2, BELOW

WALL REINFORCEMENTSEE SCHEDULE BELOW AND NOTE 2, BELOW

BASE SLAB REINFORCEMENTSEE SCHEDULE BELOW

2" COVER

DIAMETER BASE INSIDE DIAMETER

4' 5'-0"

5' (3) 6'-4"

6' 7'-4"

7' 8'-4"

8' 9'-4"

NOTES:

PLAN VIEW

DIAMETER INSIDE

V> w ci::

SEE NOTE 4 ~ BELOW

I .. BASE DIAMETER .. I TYPICAL SECTION

S C H E D U L E WT

WALL BASE

WALL SLAB

SLAB REINFORCEMENTSEE SCHEDULE BELOW

BASE SLAB THICKNESSSEE SCHEDULE BELOW

BASE SLAB

THICKNESS REINFORCMENT THICKNESS REINFORCEMENT

6" #4 @ 12" EW 8" #6 @ 12" EW

8" #4 @ 12" EW 8" #6 @ 12" EW

8" #4 @ 12" EW 8" #6 @ 12" EW

8" #4 @ 12" EW 8" #6 @ 10" EW

8" #4 @ 12" EW 10" #6 @ 10" EW

1. FOR GENERAL NOTES, SEE STANDARD DETAIL-SANITARY STRUCTURE NOTES. 2. OPTIONAL WALL REINFORCEMENT MAY BE WELDED WIRE AS PER ASTM C-478 OR ASTM C-76, CLASS 111,

B WALL, WITH WHERE THE REINFORCEMENT CAGE IN THE CENTER 1 /3 OF THE WALL. 3. MAXIMUM SIZE ALLOWED FOR TYPE I MANHOLE. 6', 7', AND 8' DIAMETER SHALL BE TYPE II MANHOLE. 4. ADD 2 #4 REINFORCING BARS AT 3" CENTERS AT THE TOP AND SIDES OF ALL WALL OPENINGS.

~ _______ C_I _T_Y __ S_T_A_N_D_A_R_D_S ______ ---1

~

0 N

C 0 -,

REVISIONS

BY DATE ~ TYPE I AND II MANHOLE ~ BASE AND WALL DETAIL

ENGINEERING, STORM WATER, & APPROVED BY: TRAFFIC OPERATIONS


SCALE: N.T.S.

DATE: MARCH 2006

DWG. No.

S30-27

VI

0 VI 0

(.) <( I

c,, 3:

"'O

0 t')

I 0 t')

~ (/) _J

<{ 1-w 0

a:: ~ w (/)

>a:: ~ z <( (/)

I 0 t')

~ VI

0 ...., Q)

0

"'O L.. 0

"'O C 0

u,I 0.. (/) 0 :;;, 0 <( (.)

~ ::, <( / en

E a.

co t')

10

C 0 -,

NOTES:

/

CAST IRON FRAME AND COVER EQUAL TO U.S. FOUNDRY #USF 7621

2 '-6" DIA. ----------•-11 / #4 REFORGING BARS-E. W. / ROADWAY OR DRIVEWAY

PVC ADAPTER

PLUG END, SLIP x SLIP

CONCRETE ENCASEMENT, 3000 psi

MIN.

TYPICAL SECTION

(2) PENETRATING PICKHOLES lf=:~ -- ~~~~~~E~A~~ER;:~~TER

I .. 13-1/2" .. I FRAME AND COVER SECTION

SECTION VIEW

PVC ADAPTER SLIP x THREAD

PLUG SECTION VIEW

6"x 6"x 6" WYE

Q INVERT OF PIPE

COVER PLAN VIEW

PLUG PLAN VIEW

V)

z :s a.. z 0

i 0 I V)

(/) <(

1. THIS SANITARY CLEAN OUT IS TO BE USED IN ALL TRAFFIC AREAS, INCLUDING THE PARKWAY FROM CURB TO PROPERTY LINE OR SIDEWALK

2 . IN ASPHAL TIC PAVEMENT AREAS CONCRETE COLLAR SHALL BE LOWERED 3" FROM GRADE TO ALLOW FOR THE ASPHALT TO BE AROUND COLLAR. COLLAR IS 5" THICK IN THESE AREAS.

3. PLUG SHALL CONFORM TO THE SPECIFICATIONS AND SHALL HA VE A GASKET. 4. WYE SHALL CONFORM TO ASTM D-3034, & NSF STANDARD #14.

C I TY S T A N D A R D S REVISIONS

BY DATE

SWB 06/01

~ I

I i I SANITARY SEWER CLEAN OUT FOR TRAFFIC AREAS DETAIL

SWB

SWB

SWB

06/02

06/04



03/06 SCALE: N.T.S.

DATE: MARCH 1993

DWG. No.

S30-30

VJ

0 VJ 0 u <! I

o> ~

-c,

;;:; I

0 I") ,. (/) _J

~ w 0

a::: ~ w (/)

>a::: ~ z <! (/)

I 0 I") ,. VJ

0 ..., Q)

0

-c, L 0

-c, C 0

<nl Cl.. (/)

0

53-0 <! u 8 => <! / en

E 0..

COUNTERSUNK PVC PLUG

FINISHED GRADE

PVC ADAPTER

6"x 45• BEND

PLUG END, SLIP x SLIP

NOTES:

PVC ADAPTER SLIP x THREAD

18" x18" x4" CONCRETE COLLAR, 3000psi

6"x 6"x 6" WYE, MIN .


PLUG SECTION VIEW

INVERT OF PIPE

PLUG PLAN VIEW

(/) z <! _J

Cl..

z 0

§ 0 I (/)

(/) <!

1. THIS SANITARY CLEAN OUT IS TO BE USED IN SODDED AREAS ONLY THAT ARE NOT ACCESSIBLE TO VEHICULAR TRAFFIC.

2. PLUG SHALL CONFORM TO THE SPECIFICATIONS AND SHALL HA VE A GASKET. 3. WYE SHALL CONFORM TO ASTM D- 3034, & NSF STANDARD #14. ! ______________ T_A_N_D_A __ R_D_S---------1

C I T y s

C 0 -.,

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

SWB 06/04

SWB 03/06

,li;j}

b ~

ENGINEERING, STORM WATER, & TRAFFIC OPERATIONS


SCALE: N.T.S.

SANITARY SEWER CLEAN OUT FOR NON TRAFFIC AREAS DETAIL APPROVED BY: DATE: DEC. 1999

DWG. No.

_.d2.~~~~~~ S30-31

V)

0 V)

0 0 <( I

O'> ~

"'O ..jf')

I 0 f')

!:], V> _J

<( fw 0

0::

~ w V>

>-0::

~ z <( V>

I 0 f')

!:], V)

0 ..... Cl)

0

"'O L. 0

"'O C 0

V>I Cl.. V> 0

~ 0 <( 0

f2 :::,

5 cii

E a.

w 0:: ~ 0 _J

w fz Z _w _J ~

~~

1/8 BEND

PLAN

DRIVEWAY <(

0:: w SEE NOTE 6 £PAVEMENT

2'-6" MINIMUM 4'-0" MAXIMUM

TYPE I HOUSE SERVICE INCLUDES:

1-WYE W/6" BRANCH, SEE NOTE 3 1-6" 1/8 BEND 1-6" PLUG ( IF REQ'D)

NOTES:

_J <( u c.:rl

~,f-w:::, ~o ~ ID >- <( V>

SECTION

SEE NOTE 2

WITNESS POST,

FINISHED GRADE

w 0:: ~ 0 _J

w fz Z _w _JI~

~~ '1<( 0:: w

SEE NOTE 3~

2' - 6" MINIMUM

4' -0" MAXIMUM

SEE NOTE 5

L SLOPE, MINIMUM

L------- 6" PIPE: PVC.DI, OR Cl , MATERIAL

TYPE II HOUSE SERVICE INCLUDES:

1-WYE W/6" BRANCH, SEE NOTE 3 1-6" 1/8 BEND 1-6" 1/4 BEND 1-6" PLUG (IF REQ'D)

1. ENCASE WYE IN CONCRETE, IF ORDERED. 18" E/W OF LATERAL AND 6" ON ALL SIDES. 2. SADDLE WYE MAY BE USED FOR INSTALLING LATERAL ON AN EXISTING PIPE. SADDLE SHALL BE PVC WITH

S.S. STRAPS AND A FLEXIBLE GASKET. HOLE SHALL BE DRILLED. 3. ALL SERVICES FOR FUTURE USE IN NON-VEHICULAR AREAS SHALL HAVE A WITNESS POST. WITNESS POST

SHALL BE 4" DIAMETER PVC PIPE FILLED WITH CONCRETE: 4' TO 5' OF THE PIPE SHALL BE EXPOSED AND WRAPPED WITH GREEN TAPE, OR 1'' DIAMETER GALVANIZED PIPE, PROTRUDING 1' ABOVE FINISHED GRADE, AS DIRECTED BY THE ENGINEER.

4. ALL DEVELOPMENT AND REDEVELOPMENT SHALL HAVE A SANITARY CLEAN OUT AT THE PROPERTY LINE. 5. SEE STANDARD DETAIL-SANITARY SEWER CLEAN OUT FOR NON TRAFFIC AREAS. 6. SEE STANDARD DETAIL-SANITARY SEWER CLEAN OUT FOR TRAFFIC AREAS. 7. EITHER CLEAN OUT TYPE MAY BE USED IN TYPE I OR TYPE II APPLICATIONS.

~1--------------------------------- -------------t n CITY STANDARDS

" 0 N

C 0 "?

REVISIONS

BY DATE

SWB 06/98

SWB 06/01

SWB 06/02

I & I I ~ I

HOUSE SERVICE CONNECTIONS DETAIL

ENGINEERING, STORM WATER, & APPROVED BY: DATE: MARCH 1993 TRAFFIC OPERATIONS

CITY of ST. PETERSBURG DWG. No.

SWB 03/06 SCALE: N.T.S. S30-34

V)

0 V) 0 u <( I

0, 3:

"O

0 'V

I 0 t')

~ V) _J

~ w 0

a:: ~ w V)

>a:: ~ z <( V)

I 0 t')

~ V)

0 +' Cl)

0

"O L. 0

"O C 0

V>I Cl.. V) 0

53-0 <( u ~ ::, <( / en

E a.

FINISHED GRADE

NO ADJUSTMENT BRICK ALLOWED, SET RIM TO GRADE WITH GROUT

TOP SLAB-SEE STANDARD DETAIL---~ TYPE II MANHOLE TOP SLAB

4' DIAMETER PRECAST MANHOLE,---~ WALL IS 6" THICK, WITH #6 REINFORCEMENT AT 6" OC/EW

SEE ENLARGED VIEW BELOW

30" OF #57 STONE, TAMPED~

IN PLACE "f BASE FOOTING RING, 8"x20" WITH • -3 #6 REBAR @ 8" OC/EW -


12" MIN. 18" MIN.

S C H E D U L E FORCE

MANHOLE MAIN HEIGHT DEPTH

5' 6'-6"

6' 7'-6"

7' 8'-6"

SEE NOTE 5

· r COMPACTED SUBGRADE, OR 6" ~ COARSE AGGREGATE, AS ORDERED.

PLACEMENT AS SHOWN UNDER BASE FOOTER RING


NOTES:

#57 STONE, TAMPED IN

0 0

"=.t I

tD

4' ID

MANHOLE PLAN VIEW

r BACKFLUSHING ., ATTACHMENTS

2" BRONZE GATE VALVE

2" CORPORATION STOP

DOUBLE STRAP SADDLE (STAINLESS STEEL)

FORCE MAIN

ENLARGED VALVE ~EW SEE NOTE 1

1. SEWAGE AIR/VACUUM VALVE TO BE SERIES 401 SAW, MODEL 401, WITH BACKFLUSHING ATTACHMENTS AS MANUFACTURED BY THE APCO WILLAMETTE VALVE AND PRIMER CORPORATION OR APPROVED EQUAL, INCLUDING HEIGHT OF UNIT WITH BACKFLUSHING ATTACHMENTS.

2. PRECAST MANHOLE SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF DOT-SSRBC 425. 3. ONE COAT OF PROTECTIVE SEALER SHALL BE APPLIED TO THE EXTERIOR OF ALL PRE CAST AND CAST-IN-PLACE

STRUCTURES. THE EXTERIOR COATING SHALL COVER FROM THE BOTTOM OF THE BASE UPTO AND INCLUDING THE BRICK GRADE RINGS FOR THE COVER CASTING. THE CONTRACTOR SHALL TOUCH UP THOSE PLACES DISTURBED DURING ASSEMBLY AND THOSE CAST-IN-PLACE STRUCTURES PRIOR TO ACCEPTANCE AND BACK FILLING. THE SEALER SHALL BE COAL TAR EPOXY SUCH AS "CARBOLINE" 300-M OR APPROVED EQUAL, WITH A DRY FILM THICKNESS OF 9 mils.

4. ONE COAT OF 100% PURE-FUSED CALCIUM ALUMINATE CEMENTITIOUS LINING SHALL BE APPLIED TO THE INTERIOR SURF ACES OF ALL STRUCTURES, WITH A FINAL DRY THICKNESS OF 1 /2" MINIMUM.

5. IF THE AIR/VACUUM VALVE DOES NOT FIT IN THESE STRUCTURES, USE A REMOTE TYPE UNIT. SEE STANDARD DETAIL-SEWAGE AIR/VACUUM VALVE AND UTILITY VAULT.

6. ALL PVC PIPE TO HA VE THREADED CONNECTIONS AND COLOR CODED GREEN. ~ 1---------C-I _T_Y __ S_T_A_N_D_A_R_D_S _____ ---l

" ~ 0 N

C 0 ....,

REVISIONS

BY DATE

SWB 06/98

SWB 06/02

SWB 03/06

SWB 09/08

SEWAGE AIR/VACUUM VALVE AND MANHOLE DETAIL

FOR TRAFFIC AREAS ENGINEERING, STORM WATER, & APPROVED BY: DATE: MARCH 1993


SCALE: N.T.S.

DWG. No.

~~~~~~~- S30-40

Vl 0 Vl 0

0 <{ I

O> ;i:

"O

~ I

0 I') (f) / (f) _J

~ w 0

a::: ~ w (f)

>a::: ~ z <{ (f)

I 0 I')

~ Vl

0 ..., Q)

0

"O L.. 0

"O C 0

inl a.. (f) 0

~ 0 <{ 0

f2 ::, <{ / en

E a.

U') v n

,-... 0 N

C 0 ....,

ROADWAY

2" SCHEDULE 80 PVC, CONSTRUCT WITH SLOPE @ 1 /8" PER FOOT MIN. UP FROM FORCE MAIN

\ FINISHED GRADE

, SEE NOTE 6 Ci:_-:::..~-- --- ---:__ - -:::.. -- --

SEE TYPICAL PLAN EW BELOW

SIDEWALK OR PVMT.

2" CORP. STOP GROUT AROUND PIPE

-SLOPE

SEE ENLARGED VIEW BELOW

DOUBLE STRAP SADDLE (SS)

FORCE MAIN MIN. 6" OF #57 STONE, COMPACTED


MINIMUM CLEARANCES:

A @ 12" TO SIDEWALK B @ 3' TO DRIVEWAY OR ALLEY

~ -DO NOT PLACE IN THE FRONT a::: OF A RESIDENCE

LR;w ~~~;~.::

-i-+-1

AIR/VACUUM I VALVE ASSM .

:-2" PVC LINE, I TYP.

TYPICAL VAULT PLAN

TYPICAL SITE PLAN VIEW

NOTES:

18" OF # 57 STONE, TAMPED IN PLACE

ENLARGED VALVE ~EW SEE NOTE 1

1. SEWAGE AIR/VACUUM VALVE TO BE SERIES 401 SAW, MODEL 401, WITH BACKFLUSHING ATTACHMENTS AS MANUFACTURED BY THE APCO WILLAMETTE VALVE AND PRIMER CORPORATION OR APPROVED EQUAL.

2. UTILITY VAULT TO BE CATALOG NO. UV3048-42 WITH FRAME WITH SPRING LOADED COVER AS MANUFACTURED BY OLDCASTLE PRECAST, INC. OR APPROVED EQUAL. COVER TO BE LETTERED "CITY OF ST. PETERSBURG, FLORIDA" AND "SANITARY SEWER VALVE". GALVANIZED AFTER FABRICATION.

3. ONE COAT OF PROTECTIVE SEALER SHALL BE APPLIED TO THE EXTERIOR OF ALL PRECAST VAULTS. THE EXTERIOR COATING SHALL COVER FROM THE BOTTOM OF THE BASE UPTO THE TOP EDGE. THE CONTRACTOR SHALL TOUCH UP THOSE PLACES DISTURBED DURING ASSEMBLY AND THOSE CAST-IN-PLACE STRUCTURES PRIOR TO ACCEPTANCE AND BACK FILLING. THE SEALER SHALL BE COAL TAR EPOXY SUCH AS "CARBOLINE" 300-M OR APPROVED EQUAL, WITH A DRY FILM THICKNESS OF 9 mils.

4. ONE COAT OF 100% PURE-FUSED CALCIUM ALUMINATE CEMENTITIOUS LINING SHALL BE APPLIED TO THE INTERIOR SURFACES OF ALL STRUCTURES, WITH A FINAL DRY THICKNESS OF 1/2" MINIMUM.

5. CONCRETE SUPPORT BLOCK, WITH BUILDING FELT OR EQUAL TO PREVENT BOND BETWEEN FITTING AND CONCRETE SUPPORT BLOCK.

6. SET TOP FLUSH IF IT OCCURS IN SIDEWALK OR 1-1/2" ABOVE FINISHED GRADE IF IN SODDED AREAS. 7. ALL PVC PIPE TO HAVE THREADED CONNECTIONS AND COLOR CODED GREEN.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06

SWB 09/06

SWB 09/08

C I T y s ~

b ~

ENGINEERING, STORMWATER, & TRAFFIC OPERATIONS


SCALE: N.T.S.

T A N D A R D S SEWAGE AIR/VACUUM VALVE AND UTILITY VAULT DETAIL

FOR NON TRAFFIC AREAS


DWG. No.

S30-41

VI

0 VI 0

(.) <( I

c,, ~

"O 0 I!)

I 0 f')

~ (/) ....J <( 1-w 0

0::

~ w (/)

>-0:: <( 1-z <( (/)

I 0 f')

~ VI

0 ..., Q)

0

"O L. 0

"O C 0 ...,

(/)I a.. (/) 0

~ 0 <( (.)

r2 :::> <( / (/)

E a.

SEE RING AND COVER BASE DETAIL- SEE STANDARD DETAIL-FIBERGLASS MANHOLE SCHEDULES

ST AND ARD: UPTO 5 BRICK COURSES WITH 3/4" PLASTER COATING, TYPE B RING OR E RING

FRP OR PVC STUBOUT,

CROWN OF LATERAL SEWER TO MATCH OR BE ABOVE CROWN OF TRUNK SEWIER

PIPE CONNECTION-SEE STANDARD DETAIL-FIBERGLASS MANHOLE SCHEDULES

LATERAL SEWIER PIPE

2-4"x 1-5/8" [ CHANNEL SUPPORTS ATTACHED TO THE BOTTOM AND SIDE WALLS, FOR DEPTHS GREATER THAN 1 O'

I. M.H. DIA.

BASE WIDTH

OPTION: UPTO 5 PRECAST CONCRETE GRADE RINGS W/ 3/4" PLASTER COATING, TYPE E RING ONLY

SEWIER MAIN PIPE, SEE STANDARD DETAIL-FIBERGLASS MANHOLE SCHEDULES

COMP ACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COURSE AGGREGATE, AS ORDERED


NOTE: A MINIMUM OF 8" SHALL BE ---+~ REQUIRED BETWIEEN FRP STUBOUTS. USE LARGER MANHOLE IF REQUIRED

LATERAL SEWIER PIPE

CAST-IN-PLACE BASE, SEE STANDARD DETAIL-FIBERGLASS MANHOLE SCHEDULES

R=24" MIN. ___ ___,

BASE WIDTH TYP. EACH SIDE

----t--- MAIN SEWIER PIPE, TYP.

2-1/2" ANTI-FLOTATION FLANGE

ANCHOR BOLT, FOR SIZES AND QUANTITY- SEE STANDARD DETAILFIBERGLASS MANHOLE SCHEDULES

WT-SEE STANDARD DETAILFlBERGLASS MANHOLE SCHEDULES

~~~~~--4--- PIPE CONNECTION, TYPICAL-SEE STANDARD DETAIL- FIBERGLASS MANHOLE SCHEDULES

TYPICAL PLAN VIEW

NOTES: 1. SEE GENERAL NOTES, STANDARD DETAIL-SANITARY STRUCTURE NOTES AND TECHNICAL SPECIFICATIONS. 2. MANHOLE SHALL BE CAST IN ONE PIECE, i.e. BOTTOM, WALL, TOP, NECK, AND ANTI-FLOTATION FLANGE. 3. BENCH AND INVERT'S SHALL BE CAST AFTER MANHOLE HAS BEEN SET AND ACCEPTED.

~ ~------C-1 _T_Y __ S_T_A_N_D_A_R_D_S----------1

C 0

J

REVISIONS

BY DATE

SWB 06/02

SWB 03/06

SWB 01/10

j,P} SANITARY FIBERGLASS f'& MANHOLE DETAIL ~

ENGINEERING, STORMWATER, & APPROVED BY: TRAFFIC OPERATIONS


SCALE: N.T.S.

DATE: JUNE 2001

DWG. No.

S30-50

VJ

0 VJ 0 ()

< I

l{)

I 0 I') V> ./ V> ....J

~ w 0

0:::

~ w V>

>-0:::

~ z < V>

I 0 I')

~ VJ

0 ..., Q)

0

"O L. 0

"O C: 0

Vll CL V> 0

53-0 < ()

~ => 5 (n

,..... 0 N

C: 0

J

SEE RING AND COVER BASE DETAIL-SEE STANDARD DETAIL-FIBERGLASS MANHOLE SCHEDULES

STANDARD: UPTO 5 BRICK COURSES WITH 3/4" PLASTER COATING, TYPE B RING OR E RING

LATERAL SEWER PIPE

ENCASE DROP PIPE AND FITTINGS IN FIBERGLASS LAMINATE, MIN . 1 /2" THICK, SEE NOTE 2

CROWN OF DROP SEWER TO MATCH OR BE ABOVE CROWN OF TRUNK SEWER


SPRING LINE OF 90" BEND -----r-7':7

DIA.

OPTION: UPTO 5 PRECAST CONCRETE GRADE RINGS W/ 3/4" PLASTER COATING, TYPE E RING ONLY

r FRP OR PVC STUBOUT, TYP.

---WT-SEE STANDARD DETAILFIBERGLASS MANHOLE SCHEDULES

SEWER MAIN PIPE, SEE STANDARD DETAIL-FIBERGLASS MANHOLE SCHEDULES

SLOPE

r,r..-,~-DROP PIPE SUPPORT-FIELD CAST-IN PLACE. USE #4 REBAR @ 6" OC /EW

2-4"x 1-5/8" [ CHANNEL SUPPORTS ATTACHED TO THE BOTTOM AND SIDE I M.H. DIA. WALLS, FOR DEPTHS GREATER THAN 1 O' 1-,. ___ B_A_S_E_WI_D_T_H __ -i

COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COURSE AGGREGATE, AS ORDERED

NOTE: A MINIMUM OF 8" SHALL BE REQUIRED BETWEEN FRP STUBOUTS. USE LARGER MANHOLE IF REQUIRED


NOTES:


BASE WIDTH

TYP. EACH SIDE

PIPE CONNECTION, TYPICAL-SEE STANDARD DETAIL-FIBERGLASS MANHOLE SCHEDULES

~::'9--f-- ANCHOR BOLT, FOR SIZES AND QUANTITY-SEE STANDARD DETAILFIBERGLASS MANHOLE SCHEDULES

CAST-IN-PLACE BASE-SEE STANDARD DETAIL-FIBERGLASS MANHOLE SCHEDULES

2-1/2" ANTI-FLOTATION FLANGE

~-----MAIN SEWER PIPE, TYP.

TYPICAL PLAN VIEW

1. SEE GENERAL NOTES, STANDARD DETAIL-SANITARY STRUCTURE NOTES AND TECHNICAL SPECIFICATIONS. 2. MANHOLE SHALL BE CAST IN ONE PIECE, i.e. BOTTOM, WALL, TOP, NECK, ANTI-FLOTATION FLANGE, AND

DROP PIPE AND FITTING. 3. BENCH AND INVERT'S SHALL BE CAST AFTER MANHOLE HAS BEEN SET AND ACCEPTED.

REVISIONS

BY DATE

SWB 01/10

C I TY

It I I ~ I

S T A N D A R D S SANITARY FIBERGLASS

DROP MANHOLE DETAIL ENGINEERING, STORM WATER, & APPROVED BY: DATE: MARCH 2005 TRAFFIC OPERATIONS


SCALE: N.T.S.

DWG. No.

~~t:'lt!..,._~~~- S3 0- 51

U)

0 U)

0 () <( I

o> :r;

1J

N LO

I 0 t')

~ ~ ~ w 0

0:::

~ w t/)

>-0:::

~ z <( t/)

I 0 t')

~ U)

0 ..., Cl)

0

1J L. 0

1J C 0 ...,

t/)1

a.. t/) 0 ;;, 0 <( ()

~ :::)

5 <ii

E a. in ,;;

" 0 N

C 0

--:,

EXTERIOR -1-INTERIOR 2-1/2" ANTI-FLOTATION FLANGE~ .. .. HILTl-316 S.S. KWIK BOLT II, W/

FRP MANHOLE WASHER OR APPROVED EQUAL FRP MANHOLE 3" 3" SEE SCHEDULE BELOW FOR BOLT

I - MIN. MIN. QUANTITIES

SEWER PIPE 1 I/ I'\. GUSSETS AS REQUIRED, SEE NOTE 4 ~

{ , MODULAR SEALS FOR 21" AND • ----- LARGER PIPES, AND ALL FORCE .... 0 w

.... <

t/) i:i:: MAINS, SEE NOTE 1

1' = r / <( ::) ~ SEWER PIPE TO BE FLUSH WITH STUBOUT 0

w \_ &a;;:SE REINFORCEMENT-

0::: ~ r---- FLEXIBLE CONNECTOR FOR 4" THRU I ~I-= ,......_ 18" PIPES, SEE NOTES 2 AND 3 SEE SCHEDULE BELOW

FRP OR PVC ------- STANDARD FACTORY INSTALLED MIN. 3" COVER

STUBOUT FRP LAMINATED CONNECTION CAST-IN-PLACE BASE

PIPE CONNECTION DETAIL ANCHOR CONNECTION DETAIL

,}--RING AND COVER ASSEMBLY, SEE SCHEDULE BELOW-{.,, ., .,

~ ~~-~ ~~ FLEXIBLE SEALANT, USE "FLEX-SEAL UTILITY SEALANT" ~ ~ MFG. BY SEALING SYSTEM, OR APPROVED EQUAL. :· .. . ->, .. =:: ~~ ~

"~TO 5 BRICK COURSES UPTO 5 BRICK COURSES OR PRECAST ___,,,-, :<:.:.: ~ ~

~~ ~ ,~ CONCRETE GRADE RINGS, SEE NOTE 5 ..•• ,. ···' .

FILL GAP WITH NON-SHRINK GROUT, USE "MASTER 713", MFG. BY fl MASTER BUILDERS OR "SONOGROUT", MFG. BY SONNBORN

CONCRETE BENCH TO SUPPORT BRICK FRP MANHOLE, TYPICAL ____.-J

BRICKS AND GRADE RINGS TO HAVE A MINIMUM 3/4" PLASTER COATING

TYPE B RING AND COVER TYPE E RING AND COVER

RING AND COVER BASE DETAIL

NOTES: 1. MODULAR SEALS ARE "LINK SEAL", AS MANUFACTURED BY PIPELINE SEAL & INSULATOR, INC. OR APPROVED

EQUAL. MODULAR SEALS SHALL HAVE 316 GRADE STAINLESS STEEL HARDWARE. 2. FLEXIBLE CONNECTORS ARE "KOR-N-SEAL", AS MANUFACTURED BY NPC INC. OR APPROVED EQUAL.

FLEXIBLE CONNECTORS SHALL HAVE 316 GRADE STAINLESS STEEL HARDWARE. 3. MANHOLES WITH INVERT DEPTHS GREATER THAN 20', PIPE CONNECTIONS SHALL BE WITH MODULAR SEALS,

AS DESCRIBED ABOVE. 4. GUSSETS ARE REQUIRED WITH ALL MODULAR SEAL APPLICATIONS AND FORCE MAINS. 5. PRECAST GRADE RINGS, FOR TYPE E RING AND COVER ONLY, ARE 8" WIDE x 2" THICK, AS MANUFACTURED

BY ATLANTIC CONCRETE PRODUCTS, INC. OR APPROVED EQUAL. SHALL MEET ASTM C-478 REQUIREMENTS.

S C H E D U L E s MANHOLES A N C H O R B O LT S

•• tH. MAX. ACCS. RING/ MAX. WT BASE BT BASE M.H. TYPICAL MIMINUM ANCHORS

PIPE COVER WALL WIDTH BASE BOLT EMBEDMENT PER MH DIA. DIA. DIA. DIA. TYPE DEPTH THKNESS E/W THKNESS REINF. DEPTH DIA. LENGTH 4' 5' 6'

4' 18" 24" E 10· 0.318" 6' 8" #4 @ 10" EW 4' TO 5' 1/2" 3-1/2" 6 6 8 5' 18" 24" E 25' 0.50" 7' g• #4 C 10" EW 5' TO 10' 5/8" 4• 6 8 12 5' 48" 32" B 25' 0.50" 7' g" #4 @ 10" EW 10' TO 15' 5/8" 4" N/A 13 18 6' 18" 24" E 25' 0.50" 8' 10· #4 C 10" EW 15' TO 20' 3/4" 4-3/4" N/A 13 18 6' 48" 32" B 25' 0.50" 8' 10· #4 @ 10" EW 20' TO 25' 3/4" 4-3/4" N/A 16 23

C I T y s T A N D A R D s REVISIONS I ~ I FIBERGLASS MANHOLE

BY DATE

I ~ I SCHEDULES DETAIL SWB 06/02

SWB 03/06 ENGINEERING, STORM WATER, & APPROVED BY: DATE: JUNE 2001 TRAFFIC OPERATIONS

b~&lr2 ~ --SWB 06/09 CITY of ST. PETERSBURG DWG. No.

SWB 01/10 SCALE: N.T.S. /I DIRECTOR/ S30-52 V V

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316 SERIES STAINLESS STEEL CLAMPS, SEE NOTE 4 BELOW

NOTES:

PROPOSED GRAVITY SANITARY SEWER

COUPLING TO BE CENTERED BETWEEN PIPE ENDS

FLEX-SEAL ADJUSTABLE REPAIR COUPLING: SERIES MR-ARC WITH 316 STAINLESS STEEL SHEAR RINGS

Ix,sTING GRA\<TY SANITARY SEW£R 7

-- --

1. THE SPACE BETWEEN PIPE ENDS SHALL NOT EXCEED 1-INCH. PIPE ENDS SHALL BE EVEN AND CLEAN. 2. THE NOMINAL DIAMETER OF THE PROPOSED PIPE SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE

EXISTING PIPE. 3. FLEX-SEAL ADJUSTABLE REPAIR CLAMP SHALL BE MANUFACTURED BY THE MISSION RUBBER COMPANY,

OR APPROVED EQUAL. 4. FOR APPLICATIONS OF 24" DIAMETER AND LARGER, USE 316 SERIES, WIDE, T-BOL T CLAMPS.

~ 1--------C-I _T_Y __ S_T_A_N_D_A_R_D_S--------1

C 0

J

REVISIONS

BY DATE

SWB 09/00

SWB 06/02

m ENGINEERING, STORMWATER, &


DISSIMILAR PIPE COUPLING DETAIL


DWG. No. SWB 06/04

SWB 03/06 SCALE: N.T.S. 11----+----+----------0.~~...G14~~~- S30-60

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S.S. CLAMP, SEE NOTE 4

ONE LAYER OF 6"x6" W1 .4 WIRE MESH, ALL AROUND

NEW LINER, SEE NOTE 1

HOST PIPE, SEE NOTE 2

FUSED JOINT, IF APPLICABLE

12" 12"

MIN. MIN.

18" MIN. W/0

FUSED JOINT

12"

12"

MIN.

JOINT SEALER, SEE NOTE 3

S.S. STIFFENER'S, SEE NOTE 5

LIMITS OF CONCRETE ENCASEMENT, SEE NOTE 6 EXISTING LINER


NOTES: 1. PROVIDE NEW HDPE LINER TO CONNECT TO THE EXISTING HDPE LINER. NEW HDPE LINER SHALL MATCH THE

OUTSIDE DIAMETER AND THICKNESS OF EXISTING HDPE LINER AND SHALL HAVE A THICKNESS NOT LESS THAN SDR 21 .

2. THE "HOST PIPE" SHALL BE TRIMMED SQUARE AT IT'S NEW END. NO ROUGH OR JAGGED ENDS OR LOOSE PIECES WILL BE ALLOWED.

3. JOINT SEALER OF THE ANNULAR SPACE SHALL BE PACKED WITH BIRCK, MORTAR, AND " RAM-NEK" PREFORMED JOINT SEALER TO THE LIMITS AS SHOWN ABOVE. TRIM SEALER OFF AT THE EDGE OF THE HOST PIPE. "RAM-NEK" SHALL BE AS MANUFACTURED BY THE K.T. SNYDER COMPANY, INC. OR APPROVED EQUAL.

4. S.S. STEEL UNIVERSAL CLAMP COUPLING SHALL BE SERIES "JCM 132" , 316 GRADE, 24" LONG, AS MANUFACTURED BY JCM INDUSTRIES, INC. OR EQUAL.

5. S.S. STEEL STIFFENERS SHALL BE SERIES "JCM 231" HDPE PIPE STIFFENERS, 316 GRADE, 12" WIDTH, AS MANUFACTURED BY JCM INDUSTRIES, INC. OR EQUAL.

6. THE CONCRETE ENCASEMENT SHALL BE CAST ON UNDISTURBED SOIL. IF SOIL IS DISTURBED, THE CONTRACTOR SHALL COMPACT THE SOIL TO 95% OF THE SOILS DENSITY.

U)l--------------------------------------------1 U) ,;-;

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REVISIONS

BY DATE

C I TY S T A N D A R D S

HOPE LINER CONNECTION



SCALE: N.T.S.

REPAIR DETAIL DATE: APRIL 2008

DWG. No.

S30-62

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SEE DETAIL VIEW, BELOW

316 SERIES STAINLESS STEEL CLAMPS, SEE NOTE 4 BELOW

COUPLING TO BE CENTERED BETWEEN PIPE ENDS

FLEX-SEAL ADJUSTABLE REPAIR COUPLING, SERIES MR-ARC WITH 316 S.S. SHEAR RINGS, SEE NOTE 3

6"

TYP.

PROPOSED GRAVITY SANITARY SEWIER

~lJiil~~~~~~~~~~~~~~~I---- GRA VIEL BEDDING, SEE NOTE 5

)>

12" MIN. 12" MIN.


PLACE GRA VIEL UPTO THE SPRING LINE, TYP.

= a.: ID >-

1-

EXISTING CLAY PIPE

EXISTING LINER

QUICK SETTING EXPOXY MASTIC OVIER GRA VIEL BEDDING, THE END OF EXIST PIPE/LINER, TYP. SEE NOTE 5

SECTION A-A DETAIL VIEW

NOTES:

1. THE SPACE BETWIEEN PIPE ENDS SHALL NOT EXCEED 1-INCH. PIPE ENDS SHALL BE EVIEN AND CLEAN. 2. THE NOMINAL DIAMETER OF THE PROPOSED PIPE SHALL BE EQUAL TO NOMINAL DIAMETER OF THE

EXISTING PIPE. 3. FLEX-SEAL ADJUSTABLE REPAIR CLAMP SHALL BE MANUFACTURED BY THE MISSION RUBBER COMPANY, OR

APPROVED EQUAL. 4. FOR APPLICATIONS OF 24" DIAMETER AND LARGER, USE 316 SERIES, WIDE, T-BOLT CLAMPS. 5. THE GRA VIEL BEDDING SHALL BE PLACED ON UNDISTURBED SOIL. IF SOIL IS DISTURBED, THE CONTRACTOR

SHALL COMPACT THE SOIL TO 95% OF THE SOILS DENSITY. LIMEROCK FOR BEDDING SHALL NOT BE ALLOWIED.

REVISIONS

BY DATE

C I TY

Ii I S T A N D A R D S

LINED SANITARY SEWER PIPE CONNECTION DETAIL

ENGINEERING, STORM WATER, & APPROVED BY: DATE: APRIL 2008 TRAFFIC OPERATIONS CITY of ST. PETERSBURG

SCALE: N.T.S.

DWG. No.

_a.~~~~~u__,_ S30-64

sanitary sewer details s30 - city of st. petersburg · pdf file · 2018-02-07that...

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