DRAWING REVISION NUMBER TITLE DATE ~ i engineering department city of st. petersburg scale: n.t.s. ... b/w b/l or ~ c c and g cb cbm cf ci cip cipl ci/ft cl c/l or

DRAWING NUMBER

S10- 1

S10- 3

S10- 4

S10- 5

S10- 6

S10- 7

S10- 8

S10- 9

S1 0-1 0

S10-11

S10-12

S10-13

S10-14

S10-15

S10-16

S10-20

S1 0- 21

S10-22

S10-23

S10-24

S10-28

S10-30

S10-31

S10-32

S10-40

S10-42

S10-45

S10-50

REVISIONS

BY DATE

SWB 03/06

SWB 09/06

SWB 09/07

SWB 01/10

DRAWING TITLE

GENERAL NOTES FOR PLANS AND DETAILS

ABBREVIA TIONS FOR PLANS AND DETAILS

ABBREVIATIONS FOR PLANS AND DETAILS


PLOTTING SYMBOLS FOR PLANS AND DETAILS

UTILITY LlNESTYLES FOR PLANS AND DETAILS

GENERAL LlNESTYLES FOR PLANS AND DETAILS

STRUCTURE SYMBOLS FOR PLANS AND DETAILS

PRESSURE PIPE AND UTILITY POLE SYMBOLS FOR PLANS AND DETAILS

TREE PROTECTION FENCE BARRIERS

GENERAL LANDSCAPING NOTES

FERTILIZATION, WATERING, AND WARRANTY

TREE PLANTING

PALM TREE PLANTING

SHRUB AND GROUNDCOVER PLANnNG

NEIGHBORHOOD SIGNAGE SUPPORT AND FOUNDATION

TYPE I RETAINING WALL

TYPE II RETAINING WALL

TYPE III RETAINING WALL

TYPE IV RETAINING WALL

REINFORCED CONCRETE SEAWALL

FLEXIBLE PAVEMENT RESTORATION

RIGHT-OF-WAY RESTORATION

SURFACE RESTORATION PAYMENT LIMITS

JACK AND BORE

CONCRETE CRADLE FOR PIPE/CONDUIT OR BOX CULVERT

BEDDING FOR PIPE/CONDUIT OR BOX CULVERT

MANHOLE RING AND COVER CASTING

CIT Y S TAN DAR D S

REVISION DATE

03/06

09/07

09/07

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

09/07

09/07

03/06

09/09

03/06

03/06

03/06

03/06

03/06

03/06

01/10

I ~ ~ I ilL I c=~, I C=~ I

GENERAL DETAILS INDEX

ENGINEERING DEPARTMENT CITY of ST. PETERSBURG

SCALE: N. T.S.

APPROVED BY:

N/A DIRECTOR

DATE: JUNE 2002

DWG. No.

S10-INDEX

DRAWING NUMBER

S10-52

S10-60

S10-61

S10-62

S10-63

REVISIONS

BY DATE

SWB 03/06

SWB 09/06

DRAWING REVISION TITLE DATE

ACCESS STRUCTURE CHANNELIZATION 03/06

SITE DEVELOPMENT AND/OR CONSTRUCTION STAGING SITE EROSION CONTROL

09/06

GUIDE FOR TYPE "A" LOT GRADING 03/06 (ALL DRAINAGE TO ROADWAY)

GUIDE FOR TYPE "B" LOT GRADING 03/06 (ALL DRAINAGE TO ROADWAY AND ALLEY)

GUIDE FOR TYPE "e" LOT GRADING 03/06 (ALL DRAINAGE TO ALLEY)

C I T Y S TAN 0 A R 0 S I ~ I flL I ~~ I

I I I I


~


SCALE: N. T.S.

APPROVED BY: DA TE: SEPT. 2005

N/A DWG. No.

S10-INDEX DIRECTOR

GENERAL NOTES

1. ALL FIELD LAYOUT AND SURVEYING FOR CONSTRUCTION OF THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR AT HIS EXPENSE, UNDER THE DIRECTION OF A LICENSED PROFESSIONAL LAND SURVEYOR.

2. VERTICAL CONTROL IS BASED UPON THE CITY OF ST. PETERSBURG DATUM ELEVATION OF 97.00, WHICH IS EQUAL TO 00.00 N.G.V.D. (1929)

3. EXISTING SUBSURFACE UTILITY HORIZONTAL ALIGNMENTS WERE ESTABLISHED THROUGH THE USE OF AVAILABLE RECORDS AND THEREFORE, ARE SHOWN IN THERE APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITY COMPANIES NO LATER THAN 48 HOURS PRIOR TO COMMENCING WORK IN A SPECIFIC AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL UTILITY LOCATIONS WITHIN THE WORK AREA.

4. THE CONTRACTOR SHALL GIVE WRITTEN NOTICE TO ALL AFFECTED CITY WATER CUSTOMERS A MINIMUM OF 24 HOURS IN ADVANCE OF ANY AND ALL WORK REQUIRING DISRUPTION OF ACCESS, INTENDED WATER, OR SANITARY SEWER SERVICE INTERRUPTION. DISRUPTION IN SERVICE TO ANY CUSTOMER SHALL NOT EXCEED 2 HOURS FOR WATER AND 4 HOURS FOR SANITARY SEWER SERVICE. ACCESS TO PROPERTY SHALL BE MAINTAINED AT ALL TIMES.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SHAPE THE PAVEMENT AT INTERSECTIONS, STREETS, AND DRIVEWAYS SO THAT POSITIVE DRAINAGE WILL BE MAINTAINED WITH NO PONDING OF WA TER AS A RESULT OF THE NEW CONSTRUCTION.

6. PROPERTY MARKERS SHALL BE PROTECTED BY THE CONTRACTOR. THE CONTRACTORS REGISTERED SURVEYOR SHALL REPLACE ANY MARKERS THAT ARE DISTURBED.

7. ATTENTION IS DIRECTED TO THE FACT THAT SOME PORTIONS OF STORM DRAINAGE STRUCTURES OR STORM DRAIN PIPES EXTEND INTO THE STABILIZED PORTION OF THE ROADWAY. EXTREME CAUTION SHOULD BE UTILIZED DURING STABILIZATION OPERATIONS AT THESE LOCATIONS. ADDITIONAL COMPACTED BASE MATERIAL MAYBE REQUIRED AT THE DIRECTION OF THE ENGINEER.

8. THE CONTRACTOR SHALL PROVIDE AND IMPLEMENT SITE SPECIFIC EROSION AND SEDIMENT CONTROL PROCEDURES SUCH AS HAY BALES, STAKED SILT BARRIERS, FLOATING TURBIDITY BARRIER, OR OTHER APPROVED METHODS AS REQUIRED TO PREVENT THE TRANSPORTATION OF SEDIMENT DOWNSTREAM INTO STREETS, STORM DRAINS, DITCHES, PONDS, ETC.

9. ALL EXISTING CITY TRAFFIC SIGNS WITHIN THE PROPOSED CONSTRUCTION LIMITS ARE TO BE PROTECTED BY THE CONTRACTOR. CAUTION SHOULD BE EXERCISED WHILE RELOCATING EXISTING SIGNS WHERE DIRECTED. IF THE SIGNS ARE DAMAGED BEYOND USE, AS DETERMINED BY THE ENGINEER. THE DAMAGED SIGNS SHALL BE REPLACED AT THE CONTRACTORS EXPENSE.

10. THE CONTRACTOR SHALL ADJUST (AS REQUIRED) PIPELINE ALIGNMENTS HORIZONTALLY AND/OR VERTICALLY TO AVOID CONFLICTS WITH ACTUAL FIELD CONDITIONS AS UNCOVERED DURING CONSTRUCTION. FIELD ADJUSTMENT SHALL BE COORDINATED WITH, AND APPROVED BY THE ENGINEER.

11. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING EQUIPMENT NECESSARY TO KEEP EXCAVATIONS DRY AND SHALL PROVIDE ALL SHORING, SHEETING, AND BRACING NECESSARY TO PROTECT WORKMEN, ADJACENT STRUCTURES, UTILITIES, EXISTING PAVEMENT, OR TO MINIMIZE TRENCH WIDTH, AT THE CONTRACTORS EXPENSE.

REVISIONS

BY DATE

SWB 03/06

C I T Y S TAN DAR D S I ~ I I flL I I ~, I C ~ I


SCALE: N.T.S.


APPROVED BY: DATE: JUNE 2002

~8.liL DWG. No.

S10- 1 DIRECTOR

A A AASHO

AASHTO

ABO AC A.D.A. AH ALT ALUM APPRH APPROX ASPH ASPH CONC ASTM

AVE

B BTOB BBM BC B/C BEG BIT BK BLDG BLKHD BLVD BM B.O. BOT BRG BFV B/W B/L OR ~

c C AND G CB CBM CF CI CIP CIPL CI/FT CL C/L OR <t CLF CM

REVISIONS

BY DATE

AREA (OF LAND OR MASS) AMERICAN ASSOCIATION OF STATE HIGHWAY OFFICIALS AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ABANDONED ACRE AMERICANS WITH DISABILITIES ACT AHEAD ALTERNATE ALUMINUM APPROACH APPROXIMATE ASPHALT ASPHALTIC CONCRETE AMERICAN SOCIETY FOR TESTING AND MATERIALS AVENUE

BACK TO BACK BRIDGE BENCH MARK BOX CULVERT BACK OF CURB BEGIN BITUMINOUS BACK BUILDING BULKHEAD BOULEVARD BENCH MARK BLOW-OFF BOTTOM BEARING BUTTERFLY VALVE BACK OF WALK BASELINE OF SURVEY

CURB AND GUTTER CATCH BASIN CITY BENCH MARK CUBIC FEET CURB INLET OR CAST IRON CAST IRON PIPE CAST-IN-PLACE CUBIC INCH PER FOOT CLEARANCE CENTERLINE OF CONSTRUCTION CHAIN LINK FENCE CONCRETE MONUMENT

CIT Y S T A

SWB 06/03

c CPP CMP CMPA CO COM CONC CONST COR CORR CP CSP CTR CULV CY

o o DBH DBL DEPT 01 DIA DIM DIP DISP DOT DR D/W DWG

E E EA E.F. OR E/F EL OR ELEV ELEC ELLIP EMBK ENCL ENGR EP EQ EQUIP ERCP

ESMT ETC EW E.W. OR E/W EXCAV EXIST

CORRUGA TED PLASTIC PIPE CORRUGATED METAL PIPE CORRUGATED METAL PIPE ARCH COUNTY OR CLEAN-OUT COMMERCIAL CONCRETE CONSTRUCT CORNER CORRUGATED CONCRETE PIPE CORRUGA TED STEEL PIPE CENTER CULVERT CUBIC YARD

DEGREE OF CURVATURE DIAMETER AT BREAST HEIGHT DOUBLE DEPARTMENT DROP INLET or DUCTILE IRON DIAMETER DIMENSION DUCTILE IRON PIPE DISPOSAL DEPARTMENT OF TRANSPORTATION DRAIN DRIVEWAY DRAWING

EAST EACH EACH FACE ELEVATION ELECTRIC ELLIPTICAL EMBANKMENT ENCLOSURE ENGINEER EDGE OF PAVEMENT EQUATION OR EQUAL EQUIPMENT ELLIPTICAL REINFORCED CONCRETE PIPE EASEMENT ETCETERA ENDWALL EACHWAY EXCAVATION EXISTING

N 0 A R 0 S


SWB 03/06 APPROVED BY: DATE: JUNE 2002

SWB 09/07 ENGINEERING DEPARTMENT

CITY of ST. PETERSBURG

SCALE: N.T.S. ~~~

DIRECTOR

DWG. No.

S10- 3

F FACE TO FACE FOUND CONCRETE MONUMENT FEDERAL

F TO F FCM FED FEMA FEDERAL EMERGENCY MANAGEMENT

ADMINISTRA TION FES FLARED END SECTION

FIRE HYDRANT FH FHWA FIP

FEDERAL HIGHWAY ADMINISTRATION FOUND IRON PIPE

FIR FL FLEX FLOAT F.M. FOUND FT FURN FUT F/C

G

FOUND IRON ROD FLOW LINE FLEXIBLE FLOTATION FORCE MAIN FOUNDATION FEET OR FOOT FURNISH FUTURE FACE OF CURB

GA OR GAL GALLON GALV GALVANIZED GAR GARAGE GI GRA TE INLET GSP GALVANIZED STEEL PIPE GR GRADE GRND GROUND GUT OR GTTR GUTTER GV GATE VALVE

H H HDPE HDWL HNDRL HORIZ HP H.P. HR

HARNESSED JOINT HIGH DENSITY POLYETHYLENE HEADWALL HANDRAIL HORIZONTAL HIGH POINT HORSE POWER HOUR

PIPE

INTRMD INV

J JB

L L LA LB LBR LF LGTH LS LT

M (M) MAINT MAX MES MH MHW MI MIN MISC MJ MLW MON MPH MSL

N N/A N

INTERMEDIATE INVERT

JUNCTION BOX

LENGTH OF CURVE LIMITED ACCESS POUND LlMEROCK BEARING RATIO LINEAR FEET LENGTH LUMP SUM LEFT

MEASURED DISTANCE MAINTENANCE MAXIMUM MITERED END SECTION MANHOLE MEAN HIGH WATER MILE MINIMUM MISCELLANEOUS MECHANICAL JOINT MEAN LOW WATER MONUMENT MILES PER HOUR MEAN SEA LEVEL

NOT APPLICABLE NORTH NORTHEAST

HW HWY HYD

HIGH WATER HIGHWAY HYDRANT

NE NGVD NIC NO NW

NATIONAL GEODETIC VERTICAL DATUM NOT IN CONTRACT OR NOT INCLUDED NUMBER

ID IN IN INCL. IP INSTL

INSIDE DIAMETER INCH INCORPORA TED INCLUDED IRON PIPE INSTALL

CIT Y

1 ~ 1

I IlL 1

1 ~ 1

,-I _~~=-__ I

S T A

o o TO 0 OC OD OVHD

NORTHWEST

OUT TO OUT ON CENTER OUTSIDE DIAMETER OVERHEAD

N 0 A R 0 S


DATE: JUNE 2002 APPROVED BY: i1 ENGINEERING DEPARTMENT LL

CITY of ST. PETERSBURG ( ./ J ... _ L) 1---~-+---______ ----1 ~ ~ ..

SCALE: N. T.S. DIRECTOR

DWG. No.

S10- 4

p -

(P) PLAT PAVT/PVMT PAVEMENT PC POINT OF CURVATURE p.e.f. PER CUBIC FOOT PEDES PEDESTRIAN PGL PRORLE GRADE UNE PI POINT OF INTERSECTION PP POWER POLE PROJ PROJECT p.s.f. PER SQUARE FOOT p.s.i. PER SQUARE INCH PT POINT OF TANGENCY OR PRESSURE

TREATED P.V.C. POINT OF VERTICAL CURVE PVC POL YVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION P /L OR Ie. PROPERTY UNE

R -R RADIUS RCLM RECLAIM OR RECLAIMED RCP REINFORCED CONCRETE PIPE RCWM RECLAIMED WATER MAIN RD ROAD RDWY ROADWAY REINF REINFORCED OR REINFORCEMENT RELOC RELOCATE OR RELOCATED REM REMOVE OR REMOVED REPL REPLACE OR REPLACED RPM REVOLUTIONS PER MINUTE RR OR R/R RAILROAD RT RIGHT R/W RIGHT-OF-WAY

S -S SOUTH SAN SANITARY SD STORM DRAIN SE SOUTHEAST SECT SECTION SEW SEWER SF OR SQ FT SQUARE FOOT OR SQUARE FEET SHLDR SHOULDER SI OR SQ IN SQUARE INCH SPEC SPECIFICA TION SY OR SQ YD SQUARE YARD SR STATE ROAD SS STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE SPECIFICATION (FLORIDA DOT)

ST STREET

s -STA STD STL STR SW S/W SYST

T -T TBM T.O.B. T/C OR TEL TKNSS TN TREAT TW TWP TYP

U -UD UG

V -VAR VC VF VCP VERT

W -W WM WT

TOC

STATION STANDARD STEEL STRUCTURE SOUTHWEST SIDEWALK SYSTEM

TANGENT TEMPORARY BENCH MARK TOP OF BANK TOP OF CURB TELEPHONE THICKNESS TON TREATMENT TRAVEL WAY OR TRAVELED WAY TOWNSHIP TYPICAL

UNDERDRAIN UNDERGROUND

VARIES OR VARIOUS VERTICAL CURVE VERTICAL FOOT OR VERTICAL FEET VITRIFIED CLAY PIPE VERTICAL

WEST WATER MAIN WATER TABLE. WEIGHT. OR WALL THICKNESS

C I T Y S TAN DAR D S REVISIONS

BY DATE

SWB 03/06

I ~ I I flr::. I I ~~ I I ~ I


SCALE: N.T.S.



~,6.&-,. DIRECTOR

DWG. No.

S10- 5

PLOTTING SYMBOLS

APPLICA TION

AERIAL TARGET

APPROXIMATE

BENCH MARK, CITY CONTROllED

BENCH MARK, TEMPORARY

BORING SITE

BUSH

CENTERLINE

CONCRETE MONUMENT

DELTA ANGLE

FOUND CONCRETE MONUMENT

FOUND IRON PIPE

FOUND IRON ROD

FOUND "X" CUT

HAYBAlE

lEADER AND NOTE

NORTH ARROW

OVERLAND FLOW ARROW

PIPE FLOW ARROW

POINT OF INTERSECTION

PROFilE ELEVATIONS

PROPERTY LINE

REVISION

ROUND OR DIAMETER

SAND BAG

SIGN, DOUBLE POST

SIGN, SINGLE POST

SPOT ELEVATIONS

SPRINKLER

SURVEY BASELINE

SURVEY NAil AND DISK

SURVEY TRAVERSE POINT

TREE-CONIFEROUS

TREE -DECIDUOUS

TREE-PALM

EXISTING

$5 ± -$CBM #XXX

o TBM-BOX CUT

~ o

~ OR C/l

OC.M.

6

PROPOSED

N/A

± $CBM #XXX

o TBM-BOX CUT

~ N/A

~ OR C/l

OC.M.

6 D F.C.M. N/A

© FIP N/A

OFIR N/A

X FNO. "x" CUT N/A

N I A I:!:!l ~TE TEXT ~TE TEXT

N/A ~ ~ ---...--.

.dORL ~ OR:-"

D D

~ i ~2 f( OR P IL

& f( OR P /l

it. REVISION DESCRIPTION

I/) I/)

N/A 0

I: N/A ++

/ +.

f i-i-i-' N/A ++ <V-.:;,. ... JJ ",\c,

+0'OR

0 @~~().

~ OR B/l ~ OR B/l

OS.O N/A

~ N/A

01" CEDAR N/A

027" OAK N/A

-¥ 10" PALM N/A


BY DATE

SWB 03/06

I ~ I I fK. I I ~~ I I ~ I


SCALE: N.T.S.



~B.lt~ DIRECTOR

DWG. No.

S10- 6

UTILITY LlNESTYLES

APPLICA TION EXISTING (1) PROPOSED

CABLE TV, BURIED CATV N/A

CABLE TV, OVERHEAD OCATV N/A

FIBER OPTICS CABLE FOC N/A

FORCE MAIN 8" FM

GAS MAIN 4" G N/A

GUY WIRE AND ANCHOR ( N/A

PIPE TO BE ABANDONED N/A X X

PIPE TO BE REMOVED N/A I 7

I 7

POWER, BURIED p N/A

POWER, OVERHEAD OP N/A

RECLAIMED WATER -- 8" RCW --

SANITARY SEWER 6" S

STORM DRAIN (2) 18" D ...

TELEPHONE, BURIED T N/A

TELEPHONE, OVERHEAD OT N/A

UNDERDRAIN ~ 6" UD

WATER MAIN 8" W

NOTES: 1. EXISTING UTILITIES, LINE STYLES, AND SYMBOLS ON THE PROPOSED PLANS CAN BE SHOWN USING AUTOCAD

GREYSCALE COLORS 250 THRU 255. THIS WILL ENHANCE THE APPEARANCE OF THE PROPOSED WORK. ASK FOR CITY STANDARD-CTB PLOT FILE, TO PLOT WITH THIS CONFIGURATION.

2. PROPOSED PIPE SIZES GREATER THAN 18 INCH IN DIAMETER WILL BE DRAWN WITH A DOUBLE LINE. PLAN AND PROFILE PIPE WIDTHS TO BE SHOWN TO SCALE.

REVISIONS

BY DATE

SWB 03/06

C I T Y S TAN 0 A R 0 S I ~ I I [l.L I I ~ I I ~ I


SCALE: N.T.S.

UTILITY LINESTYLES FOR PLANS AND DETAILS


~6.~L DIRECTOR

DWG. No.

S10- 7

GENERAL LlNESTYLES

APPLICATION EXISTING PROPOSED

BASE LINE OF SURVEY ~ ~

BUILDING WALL IIIIIIIIIIII IIIIIIIIIIII

CENTER LINE OF CONSTRUCTION N/A ---~---

CITY: RIGHT-OF-WAY -------- --------

DOT: LIMITED ACCESS RIGHT-OF-WAY -/-/-/-/-/-/-- -/-/-/-/-/-/--

EASEMENT ----- -----

EDGE OF WATER OR DITCH/SWALE ----------------- -----------------

EDGE OF ROADWAY:

-PAVED, LABEL SURFACE TYPE

-UNPAVED, LABEL SURFACE TYPE ------------- N/A

FENCE, LABEL HEIGHT AND TYPE --x x-- --x x

GUARD RAIL 0 0 0 0 0 0 0 0 0 0

HEDGE LINE, LABEL TYPE AND HEIGHT ~) e7r'117771.,'1""1""), '1"'1 "'1,/7:> AIIIIIILIII11111111111r

LOT LINE It It

LOT LINE, COMMON OWNER L Z

RAILROAD I I I n II I I I I I N/A

RETAINING WALL ~ ~

SIDEWALK OR DRIVEWAY (IMPROVED)

TEMPORARY SEDIMENT BARRIER --0-----0---0- --0-----0---0-(FLOA TING TURBIDTY BARRIER)

TOP OF BANK A A A A

TREE OR WOOD LINE, ..../YYYYYYYYYY_ ..../YYYYYYYYYY_ LABEL TYPE AND DIAMETER AT DBH

TYPE OF CURB:

-TYPE A OR TYPE C I I ~ ~

-TYPE B I I f t -TYPE D ! I I J

c I T Y S T A N D A R D S REVISIONS GENERAL LINESTYLES FOR I ~ I

BY DATE I IIr::.. I SWB 03/06 I ~'§ I PLANS AND DETAILS

I ~ I APPROVED BY: DATE: JUNE 2002 ENGINEERING DEPARTMENT

~,8.£Jk. CITY of ST_ PETERSBURG DWG. No.

SCALE: S10- 8 N.T.S. DIRECTOR

STRUCTURE SYMBOLS APPLICA TION

CATCH BASIN, TYPE I

CATCH BASIN, TYPE I-M (ONE WING)

CATCH BASIN, TYPE I-M2 (TWO WINGS)

CATCH BASIN, TYPE II

CATCH BASIN, TYPE II-M (ONE WING)

CATCH BASIN, TYPE II-M2 (TWO WINGS)

CATCH BASIN, TYPE III

CATCH BASIN, TYPE III-M (ONE WING)

CATCH BASIN, TYPE III-M2 (TWO WINGS)

CATCH BASIN, TYPE IV

CATCH BASIN, TYPE IV-M (ONE WING)

CATCH BASIN, TYPE IV-M2 (TWO WINGS)

CA TCH BASIN, TYPE V

CATCH BASIN, TYPE V-M (ONE WING)

CATCH BASIN, TYPE V-M2 (TWO WINGS)

CATCH BASIN, TYPE S-I

CATCH BASIN, TYPE S-II

GRATE INLET

HEADSTRUCTURE,TYPE-I,TYPE-II,OR TYPE III

JUNCTION BOX, ELECTRIC

JUNCTION BOX, STORM DRAIN

JUNCTION BOX, TELEPHONE

LIFT STATION

MANHOLE, TYPE I OR II

MANHOLE,TYPE III (FOR RCP OR ERCP)

MANHOLE, CONFLICT (TYPE III MH)

MANHOLE,TYPE IV (FOR B/C)

MANHOLE, CLEAN OUT

MANHOLE, ELECTRIC

MANHOLE, GAS

MANHOLE, SEWER

MANHOLE, STORM DRAIN

MANHOLE, TELEPHONE

METER, GAS

EXISTING

o <: 'II:::" LLb:,

IT]

<:'IID /TTl"-,

ITIJ <:TTTJ'\ /[TIT:,

I 1 1 I 1

<:'1 I I I 1"'-, /1 I I I 1"'-, I I I I I 1

<:'1 I I I I 1"'-, /1 I 1 I I 1"

~ ~ ~ORQ

DORCJ [F]

~ ~ @

o G o G

® ® ® @ CD [QJ

C I T Y S TAN DAR D S

PROPOSED

@]

t.~

~ [Q[]

t.~

~

O§I]

t.TJOCI':"

/IlOTJ">,

I 101 I I t.'1 101 I 1"/1 101 I 1"I I 101 I I

t.'1 I 101 I 1"/1 I 101 I 1"

@T::=::...., @T::=:---....,

~ORQ A

IE]

~ ~ @ @

G B G

® ® ® ® o [Q]

REVISIONS I ~ I STRUCTURE SYMBOLS FOR

PLANS AND DETAILS 8Y DATE I Ile I

SWB 06/03 I ~ I I ~ I



APPROVED 8Y: DATE: JUNE 2002

~,8.lJ~ DIRECTOR

DWG. No.

S10- 9 SCALE: N.T.S.

PRESSURE PIPE SYMBOLS

APPLICA TION EXISTING

AIR RELEASE ~ BEND 11-1/4' I BEND 22-1/2' 1 BEND 45' J BEND 90' cI

BEND (VERTICAL, UP) 1-)

BEND (VERTICAL, DOWN) H

CROSS + HYDRANT {)

HYDRANT & VALVE C®-I METER, RECLAIMED WATER IRl

METER, WATER ~

PLUG I

REDUCER [>

TAP VALVE & SLEEVE ~ TEE c{ THRUST BLOCK,CAST IN PLACE

THRUST BLOCK, PRECAST

VALVE ®

VALVE W/BLOW OFF OQ91

WYE ~

UTILITY POLE SYMBOLS

APPLICA TION

GENERAL POLE

GUY WIRE/ANCHOR

JOINT USER POLE

LIGHT POLE

POWER POLE

TELEPHONE

C I

EXISTING

T Y S TAN 0 A R 0 S

PROPOSED

'" I 1 J cI 1-)

H

+ • -$:9-I II

• ] ~

0I 8: V

c::J

® ~I

¢.....I

PROPOSED

REVISIONS I ~ I PRESSURE PIPE AND

UTILITY POLE SYMBOLS FOR PLANS AND DETAILS

BY DATE

SWB 03/06

I [l.L I I ~ I I ;W I


SCALE: N.T.S.

APPROVED BY: DA TE: JUNE 2002

DWG. No.

S1 0-1 0 ~13.£J~ DIRECTOR

18"± 18"± DRIP LINE TO DRIP LINE DRIP LINE TO

PALM TREES DECIDUOUS TREES

DRIP LINE

CONIFER TREES

RAILS

NOTES:

N EXISTING GRADE

TYPICAL ELEVATION

2"X4" HORIZONTAL RAILS, ~;:---1-/!

PALMS AND SMALL TREES SEE NOTE 5

2"X4" POST, TYPICAL AT 4' ON CENTER

LARGE TREES AND TREE CLUSTERS SEE NOTE 6

1. NO TRUCKS OR HEAVY EQUIPMENT ALLOWED WITHIN BARRIERS, ONLY HAND LABOR ALLOWED. 2. NO CONSTRUCTION MATERIALS, SOIL DEPOSITS, OR SOLVENTS SHALL BE ALLOWED INSIDE BARRIERS. 3. BARRIERS ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES NEAR TREES. 4. BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION, AND HEAVY EQUIPMENT ARE

REMOVED FROM THE AREA. 5. FOR SINGULAR PALM TREES AND TREES FROM 1" TO 8" DBH. 6. FOR LARGER TREES LARGER THAN 8" DBH AND TREE CLUSTERS THAT NEED BARRIERS.

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

SWB 03/06

CIT Y S TAN DAR D S


SCALE: N.T.S.

TREE PROTECTION FENCE BARRIERS DETAIL


'-(kf/AV;) f3 s(j t. DWG. No. ·4 ~ S10-11 DIRECTOR

GENERAL LANDSCAPING NOTES 1. ALL PLANT MATERIALS TO BE FLORIDA #1 OR BETTER QUALITY, INSTALLED TO HIGHEST NURSERY

STANDARDS.

2. MULCH TO BE RECYCLED WOOD MULCH, UNLESS OTHERWISE SPECIFIED. MULCH SHALL BE INSTALLED TO A MINIMUM OF 3" THICK IN ALL PLANTING AREAS.

3. SOD TO BE 95% WEED FREE: ARGENTINE BAHIA OR ST. AUGUSTINE "FLORA TAM", AS SPECIFIED ON THE PLANS. SOD TO BE INSTALLED WITH TIGHT JOINTS, ROLLED AND FERTILIZED AT TIME OF INSTALLATION. ALL AREAS DISTURBED DURING PLANT REMOVAL AND/OR PLANTING WORK SHALL BE FILLED AND GRADED TO MATCH THE ADJACENT GRADE AND SODDED AS REQUIRED TO COVER ANY EXPOSED GROUND. SODDED AREAS SHALL BE INCLUDED IN THE ESTABLISHED WATERING PERIOD.

4. ALL DIMENSIONS TO BE FIELD CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO CONSTRUCTION, WITH ANY DISCREPANCIES REPORTED IMMEDIATELY TO THE ENGINEER.

5. ALL MATERIALS MUST BE AS SPECIFIED ON THE LANDSCAPE PLAN. IF MATERIALS OR LABOR DO NOT ADHERE TO THE SPECIFICATIONS, THEY WILL BE REJECTED BY THE ENGINEER WITH PROPER INSTALLATION CARRIED OUT BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY.

6. NO SUBSTITUTIONS OR CHANGES OF ANY KIND WILL BE MADE AT THE TIME OF BIDDING, SO AS TO PROVIDE FOR EQUAL AND FAIR BID COMPARISONS.

7. ALL PERMITS NECESSARY ARE TO BE OBTAINED BY THE INSTALLING CONTRACTOR, UNLESS OTHERWISE SPECIFICALLY STATED IN THE SPECIFICATIONS.

8. NO CONTRACTOR IDENTIFICATION SIGNS SHALL BE PERMITTED ON THE PROJECT.

9. CAREFULLY REVIEW THE LANDSCAPE SPECIFICATIONS. THE INSTALLATION CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL ITEMS CONTAINED THEREIN.

10. ALL PLANT MATERIAL SHALL BE PLANTED WITH "TERRA-SORB AG" OR AN APPROVED EQUAL, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR THE RATE OF APPLICATION.

REVISIONS

BY DATE

C I T

I ~ I 7lL I ~ I ~

Y

I I I I

S TAN 0 A R 0 S

GENERAL LANDSCAPING NOTES DETAIL

APPROVED BY: ENGINEERING DEPARTMENT DATE: MARCH 2006

DWG. No.

S10-12 CITY of ST. PETERSBURG l ./ I . 11 f/I II

t----t----r.---------I ~ (.:J .~ SCALE: N. T.S. DIRECTOR

FERTILIZATION REQUIREMENTS

TREES, PALMS, SHRUBS, AND GROUNDCOVER:

ALL TREES, PALMS, SHRUBS, AND GROUNDCOVER SHALL BE FERTILIZED WITH "AGRIFORM" OR APPROVED EQUAL OF 20-15-5 TABLETS AT THE TIME OF INSTALLATION AND PRIOR TO COMPLETION OF PIT BACKFILLING. THE TABLETS SHALL BE PLACED UNIFORMLY AROUND THE ROOT MASS AT A DEPTH THAT IS BETWEEN THE MIDDLE AND BOTTOM OF THE ROOT MASS.

TREES:

PALMS:

1 GALLON CANTAINER:

3 GALLON CANTAINER:

5 GALLON CANTAINER:

7 GALLON CANTAINER:

APPLICATION RATE:

3 - 21 GRAM TABLETS PER EACH 1/2" OF CALIPER

7 - 21 GRAM TABLETS 1 - 21 GRAM TABLETS

2 - 21 GRAM TABLETS

3 - 21 GRAM TABLETS

4 - 21 GRAM TABLETS

GROUND COVER AREAS:

ALL GROUND COVER AREAS SHALL RECEIVE FERTILIZATION WITH "OZMOCOTE" OR APPROVED EQUAL, TIME RELEASE FERTILIZER AS PER THE MANUFACTURER'S RECOMMENDATIONS.

REVISIONS

BY DATE

WATERING SCHEDULE THE 52 WEEK ESTABLISHMENT WATERING SCHEDULE SHALL BE AS FOLLOWS:

WEEKS 1 AND 2 5 TIMES PER WEEK

WEEKS 3 THRU 5 4 TIMES PER WEEK



WEEKS 18 THRU 25 1 TIME PER WEEK

WEEKS 25 THRU 52 1 TIME EVERY OTHER WEEK, MIN. OR AS NEEDED TO INSURE THE SURVIVABILITY OF THE TREES, PALMS, SHRUBS AND GROUNDCOVER THROUGHOUT THE WARRANTY PERIOD

TREES: 20 GALLONS EACH

PALMS: 20 GALLONS EACH

SHRUBS: 3 GALLONS EACH

GROUNDCOVER: 2 GALLONS PER PLANTING

TREES:

PALMS:

SHRUBS: GROUNDCOVER:

WARRANTY PERIOD ONE YEAR FROM DATE OF FINAL ACCEPTANCE

ONE YEAR FROM DATE OF FINAL ACCEPTANCE

120 DAYS FROM THE DATE OF FINAL ACCEPTANCE

120 DAYS FROM THE DATE OF FINAL ACCEPTANCE

CIT Y S TAN 0 A R 0 S I ~ I

~ FERTILIZATION, WATERING,

AND WARRANTY DETAIL ENGINEERING DEPARTMENT


SCALE: N.T.S.

APPROVED BY:

~I3.IJ~ DIRECTOR ..

DATE: MARCH 2006

DWG. No.

S10-13

f:r: G W :r: --1 --1 « 0::

~ o

NOTES:

CD 0:: ::::) U

AS PER PLANS 5' MIN., WHEN APPLICABLE

3-12" lONG ORANGE FLAGGING TAPE, TYP.

~ 2-2"x4" WOOD STAKES, ::.:: SEE NOTE 4 u « CD CONTAINER GROWN TREE

EXISTING GRADE

CROWN SPREAD

1/2" BLACK RUBBER HOSE 1 /3 UP TREE OR TO THE FIRST BRANCH

2-GAlVANIZED SUPPORT WIRES, DOUBLED AND TWISTED TIGHT, SIZED FOR CALIPER OF TREE

3" MULCH lAYER

4" EARTHEN SAUCER

APPROVED PLANTING

z -.J-----o::~~~~~llllilil\iI~~~~~~SOll BACKFill

:E

~ +----------~~

~d~~~t;0:- APPROVED PLANTING 11 SOil BACKFill

3 TO 5 TIMES THE WIDTH

OF THE FOOTBAll

UNDISTURBED SOil

FERTILIZER TABLETS AS REQUIRED. SEE NOTES 1 AND 2 BELOW

1. FOR GENERAL REQUIREMENTS AND CONDITIONS, SEE CITY STANDARD DETAil-GENERAL lANDSCAPING NOTES. 2. FOR FERTILIZING, WATERING, AND WARRANTY REQUIREMENTS, SEE STANDARD DETAil-FERTILIZATION,

WATERING, AND WARRANTY. 3. IF BAllED AND BURlAPPED MATERIAL IS USED, All BURLAP AND STRAPPING SHAll BE REMOVED FROM

ROOT BAll IMMEDIATELY PRIOR TO INSTAllATION. 4. USE 2"x2" STAKES FOR TREES 1" TO 2" CALIPER. 5. OTHER TREE STAKING SYSTEMS MAY BE ACCEPTABLE WITH APPROVAL BY THE ENGINEER.

REVISIONS

BY DATE

CIT Y S TAN DAR D S


SCALE: N.T.S.

TREE PLANTING DETAIL

APPROVED BY: DATE: MARCH 2006

~B.i1~ DIRECTOR

DWG. No.

S10-14

u...~ Oz f-::::> I a:: elf-

Wa:: I« I")~

u

FERTILIZER TABLETS AS REQUIRED. SEE NOTES 1 AND 2 BELOW

NOTES:

~ __ -- CIGAR CUT ALL SABLE PALM HEADS, REMOVE ALL EXISTING FRONDS AND CUT BACK THE BUD TO A MINIMUM OF 12". WASHINGTONIAN PALMS TO BE TRIMMED AND TIED FOR TRANSPORTING. TREES TO BE UNTIED IMMEDIATEL Y PRIOR TO INSTALLATION

'A-_----- TRUNK SHALL BE FREE OF SCARS, BURN MARKS, AND BOOTS.

5 LAYERS OF BURLAP, 3-2"x4" WOOD CLEATS, CONNECTED WITH 2-3/4" STEEL BANDS

3-2"x4"WOOD BRACES AT 120· APART, LEANGTH AS REQUIRED

MULCH 3" FROM TRUNK

3" MULCH LAYER

6" EARTHEN SAUCER

~~~~:m~;::---- t'x4"x30" WOOD STAKE

~~~~~--- APPROVED SABLE PALM PLANTING SOIL BACKFILL

UNDISTURBED SOIL

1. FOR GENERAL REQUIREMENTS AND CONDITIONS, SEE CITY STANDARD DETAIL-GENERAL LANDSCAPING NOTES. 2. FOR FERTILIZING, WATERING, AND WARRANTY REQUIREMENTS, SEE STANDARD DETAIL-FERTILIZATION,

WATERING, AND WARRANTY. 3. ALL SABLE PALM ROOT BALLS SHALL BE A MINIMUM OF 3' -0"x3' -a". 4. ALL SABLE PALMS SHALL BE STAKED AS SHOWN ABOVE.

CIT Y S TAN 0 A R D S REVISIONS

BY DATE ilL PALM TREE

PLANTING DETAIL ENGINEERING DEPARTMENT


SCALE: N.T.S.

APPROVED BY:

~8.~ DIRECTOR

DATE: MARCH 2006

DWG. No.

S10-15

3" MULCH LAYER

4" EARTHEN SAUCER

FERTILIZER TABLETS AS ---~~~~ REQUIRED. SEE NOTES 1 AND 2 BELOW

~~~ __ --=:::::-- 6" APPROVED PLANTING SOIL BACKFILL

UNDISTURBED SOIL

TYPICAL SHRUB

oooooooo~ * 00000000

o 0 0 0 0 0 01010 * 8-llJ ~

* - EQUAL SPACING AS NOTED ON PLANS

~~~~~%~~%§~~ )%~~%~~ EXISTING SOIL~'

3" APPROVED PLANTING SOIL BACKFILL

TYPICAL GROUNDCOVER

NOTES:

A-SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE

B-SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGE

1. FOR GENERAL REQUIREMENTS AND CONDITIONS, SEE CITY STANDARD DETAIL-GENERAL LANDSCAPING NOTES. 2. FOR FERTILIZING, WATERING, AND WARRANTY REQUIREMENTS, SEE STANDARD DETAIL-FERTILIZATION,

WATERING, AND WARRANTY.

CIT Y REVISIONS

BY DATE IlL

S TAN DAR D S SHRUB AND GROUNDCOVER

PLANTING DETAIL APPROVED BY: DATE: MARCH 2006

ENGINEERING DEPARTMENT J1 11 t--__ -+ ___ -+-_C_I_TY_Of_ST_._P_E_TE_R_S_BU_R_G_~ ~ B. !Wh-


DWG. No.

S10-16

"XU

·1 I· "X U

I I

rl-, rl-, I I I I

Or S ~ I G N A let I I I I I I I I I I I I I I I I I

FINISHED GRADE

AUGER POST HOLES --~ 4" TO 8" LARGER THAN POST SUPPORT POST, TYP.

BACKFILL -COMPACTED TO 95% DENSITY, TYP.

NOTE:

S C H E 0 U (x)x(Y)= "z"

SIGN AGE AREA DEPTH, MIN.

< 20 SQ. FT. 3 FT.

21 TO 50 SQ. FT. 4 FT.

51 TO 80 SQ. FT. 5 FT.

L E SUPPORT POST

SIZE, MIN.

6" x 6"

6" x 6"

6" x 6"

1. WHEN "x" IS MORE THAN 8 FT.; 3 SUPPORT POST, SPACED AT "X"/3 IS REQUIRED. 2. ALL SUPPORT POST SHALL BE PRESSURE TREATED MATERIAL. 3. SUPPORT POST SIZE CALL OUTS ARE NOMINAL DIMENSIONS.

CIT Y S TAN DAR D S REVISIONS

BY DATE

SWB 06/03

NEIGHBORHOOD SIGNAGE SUPPORT AND

FOUNDATION DETAIL SWB 03/06


SCALE: N. T. S.

APPROVED BY:

~B.~ DIRECTOR

DATE: OCTOBER 1998

DWG. No.

S10-20

?SIDEWALK OR PAVEMENT SLOPE @ 1/4" TO 1/2" PER FOOT

OUTSIDE FACE OF

J SLOPE @ 1/2"

"

FINISHED GRADE,

I- PER FT. MIN.

A RETAINING WALL

/ ~-~ 4" 1> PVC DRAIN

" .~ 6L ~/~~~6~CBITUMINOUS tv •

+-+-t-t-

~~

V)(//Y«~/('(/,('<~'0

11V...,.......-H-BARS

~6Y EXPAN. STRIP, CONT. HIt--- G-BARS

VIEW wi SIDEWALK r SEE NOTE 7

:. I SEE DETAIL ABOVE LEFT ----.........../ ~ FINISHED GRADE, \ 1-\ SLOPE@1/2"+--\-I __ PER FT. MIN. ~ _\ V

/(0/(V'/ ij<: ~Y/V//y;; I--' B ,',., ,/, C ~~~~~~~---~

~l I r- MH-BARSI

~~...,.... ~"'M"--&.o'l L' ..:J 1_ F-BARS-J'I/ ~ E-BAR .. S I

SEE DETAIL BELOW LEFT J .. W _ . Ldl

4db

DETAIL VIEW TYPICAL SECTION VIEW

S C H E D U L E

H A J B C D W E-BARS F-BARS G-BARS H-BARS Ldl

E-BAR

5'-0" 8" - 2'-4" g" 8" 3'-1" #4 @ 10" OC #4 @ 12" OC #4 @ 12" OC #4 @ 18" OC g"

6'-0" 8" - 3'-1" g" 8" 3'-10' #4 @ 10" OC #4 @ 12" OC #4 @ 12" OC #4 @ 18" OC g"

7'-0" 8" - 3'-11" 10" 8" 4'-9" #4 @ 5" OC #4 @ 10" OC #4 @ 10" OC #4 @ 18" OC g"

8'-0" 8" - 4'-9" 1'-0" 10" 5'-9" #5 @ 6" OC #5 @ 12" OC #5 @ 12" OC #4 @ 18" OC 1'-2"

g'-O" 8" - 5'-7" 1'-2" 1'-0" 6'-9" #6 @ 7" OC #5 @ g" OC #5 @ g" OC #4 @ 18" OC 1'-8"

10'-0" 8" 2" 6'-3" 1'-6" 1'-2" 7'-9" #6 @ 6" OC #5 @ 8" OC #5 @ 8" OC #4 @ 18" OC 1'-8"

NOTES: 1. DESIGN BASED ON WEIGHT OF EARTH AT lZ0 p.c. t., FRICTION ANGLE OF 30·, AND Z' LIVE SURCHARGE. Z. DESIGN BASED ON 3,000 p.s.i. CONCRETE AND SOIL BEARING CAPACITY OF ZOOO p.s.f.

Ld2

F-BAR

10"

10"

10"

1'-2"

1'-2"

1'-4"

3. CONTRACTION JOINTS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30' ON CENTER AND EXPANSION JOINTS AT INTERVALS NOT EXCEEDING gO' ON CENTER.

4. MINIMUM LENGTH OF LAP SPLICES IS 1.3 Ld WHEN THE MAXIMUM PERCENT OF As SPLICED WITHIN REQUIRED LAP LENGTH IS 100%.

5. FOR VERTICAL REINFORCEMENT USE ADEQUATE NUMBER OF BARS FOR SUPPORTING THE HORIZONTAL TEMPERATURE AND SHRINKAGE REINFORCING.

6. ALL REINFORCEMENT SHALL HAVE Z" CONCRETE COVER MINIMUM, AND 3" CONCRETE COVER WHEN CAST AGAINST SOIL.

7. EACH 4" WEEP DRAIN SHALL HAVE A MINIMUM OF Z CUBIC FOOT OF COURSE AGGREGATE WRAPPED IN FILTER FABRIC. FILTER FABRIC TO BE MIRAFI 140N OR EQUAL.

8. ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER. 9. WHEN HEIGHT FROM TOP OF WALL TO FINISHED GRADE OR SIDE WALK EXCEEDS Z'-6" A HANDRAIL IS REQUIRED.

SEE FOOT DESIGN STANDARD INDEX NO. 870 FOR REQUIREMENTS. HANDRAIL SHALL BE ALUMINUM PIPE TYPE.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06

C I T Y S TAN DAR D S I ~ 1

I IlL. I I ~~ I I ~ I


SCALE: N.T.S.

TYPE I RETAINING WALL DETAIL

APPROVED BY: DA TE: MARCH ZOOl

DWG. No.

DIRECTOR S1 0- 21

?SIDEWALK OR PAVEMENT SLOPE

- @ 1/4" TO 1/2" PER FOOT

OUTSIDE FACE OF

A RETAINING WALL

\

:FINISHED GRADE, SLOPE @ 1/2" PER FT. MIN.

i

I ll--~ 4" ¢ PVC DRAIN • I-- --I @ 10' OC

'..t • +-+-+-+-

i""'o \ ·~U '\. .1 V- 1/2"x6" BITUMINOUS ~Y EXPAN. STRIP, CONT.

t...G-BARS _____ H-BARS____ i'-

VIEW WI SIDEWALK -"""1"- {SEE NOTE 7 SEE DETAIL ABOVE LEFTy- .

FINISHED GRADE, ~ ~ ::::. SLOPE @ 1/2" \ J.

;(-:z::<~/,,«y~V/V/~"" CONTINUOUS /(~

.

I

PER FT. MIN. =,q. \ / k\4r@18"OC'

a ~ I- [E-BARS .1 3 /' ,/1\ N )"h" "I~

SEE DETAIL J I .:1d21 .. I t .

.D • / -0 / ,q.

~

BELOW LEFT W . ---~ DETAIL VIEW TYPICAL SECTION VIEW

S C H E D U L E

H A J E W E-BARS G-BARS H-BARS Ld1 Ld2

5'-0" 8" - 8" 2'-10" #4 @ 10" OC #4 @ 18" OC #4 @ 15" OC 6" 6"

6'-0" 8" - 8" 3'-8" #5 @ 11" OC #4 @ 12" OC #4 @ 15" OC 10" 6"

7'-0" 8" - 8" 4'-9" #6 @ 7" OC #4 @ 10" OC #4 @ 15" OC 1'-2" 6"

8'-0" 8" - 10" 6'-2" #7 @ 6" OC #4 @ 10" OC #4 @ 15" OC 1'-9" 6"

9'-0" 8" - 1'-2" 7'-10" #7 @ 6" OC #5 @ 12" OC #4 @ 15" OC 1'-8" 10"

10'-0" 8" 2" 1'-6" 10'-2" #8 @ 5" OC #5 @ 10" OC #4 @ 18" OC 2'-2" 10"

NOTES: 1. DESIGN BASED ON WEIGHT OF EARTH AT 120 p.e.f., FRICTION ANGLE OF 35·, AND 2' LIVE SURCHARGE. 2. DESIGN BASED ON 4,000 p.s.i. CONCRETE AND SOIL BEARING CAPACITY OF 2000 p.s.f. 3. CONTRACTION JOINTS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30' ON CENTER AND EXPANSION JOINTS

AT INTERVALS NOT EXCEEDING 90' ON CENTER. 4. MINIMUM LENGTH OF LAP SPLICES IS 1.3 Ld WHEN THE MAXIMUM PERCENT OF As SPLICED WITHIN REQUIRED LAP

LENGTH IS 100%. 5. FOR VERTICAL REINFORCEMENT USE ADEQUATE NUMBER OF BARS FOR SUPPORTING THE HORIZONTAL TEMPERTURE

AND SHRINKAGE REINFORCING. 6. ALL REINFORCEMENT SHALL HAVE 2" CONCRETE COVER MINIMUM, AND 3" CONCRETE COVER WHEN CAST AGAINST

SOIL. 7. EACH 4" WEEP DRAIN SHALL HAVE A MINIMUM OF 2 CUBIC FOOT OF COURSE AGGREGATE WRAPPED IN FILTER

FABRIC. FILTER FABRIC TO BE MIRAFI 140N OR EQUAL. 8. ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER. 9. WHEN HEIGHT FROM TOP OF WALL TO FINISHED GRADE OR SIDE WALK EXCEEDS 2'-6" A HANDRAIL IS REQUIRED.


C I REVISIONS

I BY DATE I

I I

SWB 06/02

SWB 03/06

T Y ~ [IC ~ ~

I I I I

S TAN DAR D S TYPE II

RETAINING WALL DETAIL APPROVED BY: DATE: MARCH 2001 ENGINEERING DEPARTMENT

t-_S_W_B_+-_0_9_/_07_+-_C_IT_Y_Of_ST_._P_E_TE_R_S_B_U_RG_-I ~ 13, ~ SCALE: N.T.S. DIRECTOR

DWG. No.

S10-22

?SIDEWALK OR PAVEMENT SLOPE FINISHED GRAD7 ............ @ 1/4" TO 1/2" PER FOOT ~ SLOPE @ 1/2"

OUTSIDE FACE OF PER FT. MIN. A RETAINING WALL • • ~

! L ~ ~ 4" 1& PVC DRAIN G-BARS-..:.......

~///Y/N1~A'</.('<2(~ _ ~ - @ 10' oe ...... \ ~ lI- r-~

V-#4 @ 18" OC,

"\:" 1 1 /2"x6" BITUMINOUS H-BARS----.... CONTINUOUS

'""S.'<" Y EXPAN. STRIP, CONT. SEE DETAIL ABOVE LEFT)-. lJ--1 wL FINISHED GRADE"

VIEW SIDEWALK SLOPE @ 1/2" r\ ;:? SEE NOTE 7 PER FT. MIN. I • \ .. ~

«,,</.<~/<0~ ;(~~>>> 1--'/ I

--l""'-

.. ~ • #4 @ 18" oe, CO~TINUOUj7\ . 0 I

n ~

. ~ / /[\ ~3

LLl ; / .~

\ ,"'0 ~ .1

F-BARSJ "" ~SEE DETAIL

4db W --DETAIL VIEW TYPICAL SECTION VIEW BELOW LEFT

S C H E D U L E

H A C F W F-BARS G-BARS H-BARS Ld1

F-BAR

5'-0" 8" 2'-2" 8" 2'-10" #4 @ 12" oe #4 @ 18" OC #4 @ 15" OC 8"

6'-0" 8" 3'-0" 8" 3'-8' #4 @ 10" OC #4 @ 14" OC #4 @ 15" OC 8"

7'-0" 8" 4'-1" 8" 4'-9" #4 @ g" OC #4 @ 11" oe #4 @ 15" OC 8"

8'-0" 8" 5'-6" 10" 6'-2" #4 @ 7" OC #4 @ 10" OC #4 @ 15" OC 8"

g'-O" 8" 7'-8" 1'-2" 7'-10" #5 @ g" OC #5 @ 12" OC #4 @ 15" OC 12"

10'-0" 8" 9'-6" 1'-6" 10'-2" #5 @ 5" OC #5 @ 10" OC #4 @ 15" OC 12"

NOTES: 1. DESIGN BASED ON WEIGHT OF EARTH AT 120 p.e.f., FRICTION ANGLE OF 35', AND 2' LIVE SURCHARGE. 2. DESIGN BASED ON 4,000 p.s.i. CONCRETE AND SOIL BEARING CAPACITY OF 2000 p.s.f. 3. CONTRACTION JOINTS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30' ON CENTER AND EXPANSION JOINTS

AT INTERVALS NOT EXCEEDING 90' ON CENTER. 4. MINIMUM LENGTH OF LAP SPLICES IS 1.3 Ld WHEN THE MAXIMUM PERCENT OF As SPLICED WITHIN REQUIRED LAP

LENGTH IS 100%. 5. FOR VERTICAL REINFORCEMENT USE ADEQUATE NUMBER OF BARS FOR SUPPORTING THE HORIZONTAL TEMPERATURE

AND SHRINKAGE REINFORCING. 6. ALL REINFORCEMENT SHALL HAVE 2" CONCRETE COVER MINIMUM, AND 3" CONCRETE COVER WHEN CAST AGAINST

SOIL. 7. EACH 4" WEEP DRAIN SHALL HAVE A MINIMUM OF 2 CUBIC FOOT OF COURSE AGGREGATE WRAPPED IN FILTER



C I T Y S T A N 0 A R D S REVISIONS TYPE III I ~ I

BY DATE I fir. I SWB 06/02 I ~ I RETAINING WALL DETAIL

I ~ I SWB 03/06 APPROVED BY: DATE: MARCH 2001 ENGINEERING DEPARTMENT

~~bL SWB 09/07 CITY of ST. PETERSBURG DWG. No.

S10-23 SCALE: N.T.S.

?SIDEWALK OR PAVEMENT SLOPE - FINISHED GRADE, SLOPE - ........., @ 1/4" TO 1/2" PER FOOT Ct @ 1/2" PER FT. MIN.

OUTSIDE FACE OF A RETAINING WALL ~ I L I--~ 4" ¢ PVC DRAIN ~'( /(" A'<:«'<<'",,<{'0 • I-- - @ 10' OC

\ ·v tI--~ 1/2"x6" BITUMINOUS

EXPAN. STRIP, CONT.

VIEW wL SIDEWALK

SEE DETAIL ABOVE LEFT

V- I

FINISHED GRADE, \ ~= .. ~.~::

SLOPE @ 1/2" \ 1--PER FT. MIN. ~ \ l-/ SEE NOTE 4

X ,:/))y:;;:y /

~j Z <i B D :i: ::::!:

'0 b «r~ I I N n

I .. W .. I TYPICAL SECTION VIEW

S C H E D U L E

H A B C D E W

5'-0" 8" 6" 8" 2'-0" 6" 3'-0"

6'-0" 8" 6" 8" 2'-6" 6" 3'-6"

7'-0" 8" 8" 8" 3'-4" 6" 4'-6"

8'-0" 8" 10" 8" 4'-0" 6" 5'-4"

g'-O" 8" 12" 8" 4'-9" 6" 6'-3"

10'-0" 8" 1'-2" 10" 5'-8" 6" 7'-4"

NOTES: 1. DESIGN BASED ON WEIGHT OF EARTH AT 120 p.c. f., FRICTION ANGLE OF 35·, AND 2' LIVE SURCHARGE. 2. DESIGN BASED ON 4,000 p.s.i. CONCRETE AND SOIL BEARING CAPACITY OF 2000 p.s.f. 3. CONTRACTION JOINTS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30' ON CENTER AND EXPANSION JOINTS

AT INTERVALS NOT EXCEEDING 90' ON CENTER. 4. EACH 4" WEEP DRAIN SHALL HAVE A MINIMUM OF 2 CUBIC FOOT OF COURSE AGGREGATE WRAPPED IN FILTER



e I T Y S T A N 0 A R 0 S REVISIONS TYPE IV I ~ I

BY DATE I fK. I SWB 06/02 I ~ I RETAINING WALL DETAIL

I ~ I SWB 03/06 APPROVIED BY: DATE: MARCH 2001 ENGINEERING DEPARTMENT

CITY of ST. PETERSBURG ~i3.i:JJ~ DWG. No.

S10-24 SCALE: N.T.S. DIRECTOR

~. Vi 0::

~

MINIMUM ELEVATION TO BE 102.00, PER CITY DATUM

1" BAR 12' OC GALVANIZED OR EPOXY COATED ENCASED IN PVC PIPE

10'-0" (8' SLAB)

1-1/2" WEEP HOLE 06 FEET O.C., AT INVERT 98.5. 2 CF STONE POCKET OR EQUAL, SECURE FILTER FABRIC TO WALL OVER WEEP HOLES

40% OF TOTAL WALL HEIGHT MIN.

2" CLEAR MIN.

GENERAL ELEVATION (SEE VARIOUS DETAILS)

2-5/8"

5-5 8" MIN., UPTO 12' WALL HEIGHT

~ UJJti~~~r-------~rt~~~~r--1~---'~~ a Vi a z :S, l"x 2" PT WOOD NAILEDTO RETAIN FABRIC, TYP. 12" MIN.

TONGUE AND GROOVE SLAB DETAIL

5-3 16"

NOTES:

16" 4-#4 REBAR, CONT. 1" CHAMFER, TYP.

#2 TlES @ 16" OC

TYPICAL CAP SECTION

6' sm., 2' AND 4' WIDTH PANELS

ARE CAST AS REQUIRED • #5 lIFTlNG RING/CAP DOWELS I")

EXISTING PIPE OUT FALL, MAINTAIN INSIDE DIAMETER

. 10

UJ z ::J

STANDARD PANEL AND

REPRESENTATIVE STEEL DETAIL

MIN. 12" HOOK, TYP.

. <XJ

. 10

#4 BARS -----"''-+ ....

.. 112"1 .. TYP.

PLAN FOR SINGLE TIE-BACK

\

1" PRE MOLDED EXPANSION JOINT, SPACED PER ENGINEER'S DESIGN

'to ~============~~ . ~ ;J, ~ 4]: ~:i

..::.2-_1;.L...::.2"..-j k PLAN FOR DOUBLE TIE-BACK

1. ALL REINFORCING STlEEL SHALL BE ASTlM A615, GRADE 60. SPACING SHOWN IS MAXIMUM. MIN. 2-1/2" COVER, UNLESS OTHERWISE SHOWN.

2. THE SEAWALL OWNER'S ENGINEER SHALL FURNISH ADEQUATE CONSTRUCTION STAKES FOR THE ALIGNMENT AND LOCATION OF THE SEAWALL LINE, AND GRADE STAKES FOR THE ELEVATION OF THE SEAWALL CAP.

3. PORTLAND CEMENT SHALL BE TYPE 1 OR TYPE 3 AT THE ENGINEER'S OPTION. CONCRETlE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 28 DAYS.

4. THE CONCRETE SLABS SHALL BE CURED IN ACCORDANCE WITH STANDARD ACCEPTED PRACTICE. SLABS WILL NOT BE MOVED OR HANDLED PRIOR TO A MINIMUM CURING PERIOD OF 14 DAYS FOR TYPE 1, AND 7 DAYS FOR TYPE 3 CEMENT. WATER CONTlENT AND SLUMP SHALL BE AS PER THE ENGINEER'S DESIGN.

5. SEAWALL DETAILS AND SPECIFICATIONS ARE INTENDED TO REPRESENT A MINIMUM ACCEPTABLE LEVEL OF STRUCTURAL INTEGRITY FOR WALL PANELS 12' OR LESS IN THE VERTICAL DIMENSION.

6. FOR PRIVATE PROPERTY INSTALLATIONS, THE OWNER MUST PROVIDE THE CITY, SITE SPECIFIC PLANS AND SPECIFICATIONS THAT HAVE BEEN SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA.

CITY S TAN DAR D S REVISIONS

~ BY DATE IlL

SWB 06/98 ~ ~

REINFORCED CONCRETE SEAWALL DETAIL

SWB 06/02 APPROVED BY: ENGINEERING DEPARTMENT f1 "

I-_S_W_B_-+_O_3/_0_6_+-_C_I_TY_O_f_S_T_. _P_E_T_ER_S_B_U_R_G_--1 ~ 8.~ SWB 09/09

DATE: MARCH 1993

DWG. No.


MATCH AT EDGES\\

EXISTING PAVEMENT \ SURFACE ,

6"

1/2T

S (W+T+12")

1/2T

W

? /" / II ~ TRENCH WIDTH

SAW CUT EDGES~'l ~ ~ ~ I- "I EXISTING BASE~ / 0 1 I /

SURFACE PAVING I I ~~ SPRAY ON PRIME COAT ,/ - - - - - - - - -1-

BACK SLOPE AS REQUIRED I ~ ~

6"

I r APPLY TACK COAT, 1/ EACH EDGE

o

REPLACEMENT BASE MAT. ' i X 00 X ~ a.: (BASED ON 1: 1 SLOPE) _.). __ -+_----1. ____ ---'-

TRENCH BACKFILL: 6" LlFTS@O\i...--_PRESSUREPIPE'STORMDRAIN' 98% COMPACTION PER AASHTO T-1~",,"" II OR OTHER PIPE/CONDUIT

INITIAL BACKFILL: 6" LIFTS @ - SHAPE BOTTOM WHEN REQUIRED

98% COMPACTION PER AASHTO T-180 TYPICAL SECTION VIEW OR DIRECTED

S C H E 0 U L E PRESSURE X S IN FEET (2)

STORM DRAIN X S IN FEET (2) OTHER PIPE X S IN FEET (2) PIPE RCP, ERCP, B/C

~ >- >- ,-....

~ ~ ~ "- Cl Cl Cl ~ ~ >-~ >- >- ~

Cl 0 l- I-~ ::> ::> >- Cl Cl :,.: W

.-J Cl >- (J

.-J ii: <{ I- > (f) :r: co

4" 12" 6.50 6.00 5.75 5.75 UPTO 18" 12" 6" 12" 6.50 6.25 6.00 6.00 21" TO 36" 18" 8" 12" 6.75 6.50 6.00 6.00 42" TO 72" 24" 12" 12" 7.00 6.75 6.25 6.50 BEYOND 72" (5) 16" 12" 7.50 7.00 6.75 6.75 -------- --

ITEM ALLEY OR D/W STD DUTY RDWY

A SURFACE PAVING

1" ASPHALT MIN. THICKNESS 2.25" ASPHALT

~ >- >- ,-....

~ ~ ~ "- Cl Cl Cl ~ ~ >-~ >- >- ~

Cl 0 l- I-~ ::> ::> >- Cl Cl :,.: W

.-J Cl >- (J

.-J ii: <{ I- > (f) :r: co

8.00 7.50 7.25 7.25 10.75 10.25 10.00 10.00 15.25 15.00 14.50 14.50 (5) (5) (5) (5) -- -- -- --

HVY DUTY RDWY

2.25" ASPHALT

/CONDUIT

UPTO 5" 6" TO 18" 21" TO 36" 42" TO 72" ------

BRICK RDWY

ROADWAY BRICK

--12" 18" 24"

--

~ "-Cl

~ 0

>-W .-J .-J <{

j7) 8.00 10.75 15.25 --

>- >-~ ~ Cl Cl ~ ~

>- >-l- I-::> ::> Cl Cl

Cl >-I- > (f) :r:

(7) (7)

7.50 7.25 10.25 10.00 15.00 14.50 -- --

REMARKS

~ >-~ Cl ~

:,.: (J

ii: co

(7)

7.25 10.00 14.50 --

BASE MATERIAL T MIN. THICKNESS

LMRK/SHELL-9" LMRK/SHELL-12" LMRK/SHELL-16" 1" SAND OVER 12" SHELL BASE

BASE MAT. MAYBE ASPH. RCLM. CONC. 10.5" RCLM. CONC. 14" RCLM. CONC. 19" EXCEPT W/ BRICK RDWY

PRESS. PIPE-36" PRESS. PIPE-36" PRESS. PIPE-36" PRESS. PIPE-36" ALL OTHER PIPE-30· ALL OTHER PIPE-30" ALL OTHER PIPE-36" ALL OTHER PIPE-30"

COVER D MIN. DEPTH

NOTES: 1. FOR USE WHERE PERMISSION HAS BEEN GRANTED FOR "OPEN CUT" INSTALLATION. 2. DIMENSION S SHOWN IS BASED ON 36" COVER, REPLACEMENT BASE MATERIAL THICKNESS, AND LARGEST PIPE SIZE IN THE

RANGE AS SHOWN ABOVE. 3. DIMENSION S FOR BRICK RDWY MAY BE ADJUSTED TO MEET THE ACTUAL DISTANCE BETWEEN EXISTING COURSES OF BRICK. 4. ALL RESTORATION ITEMS SHALL MEET CITY SPECIFICATIONS. 5. DIMENSIONS X AND S SHALL BE BASED ON TRENCH WIDTH AS REQUIRED. RESTORATION SHALL BE THE SAME AS SHOWN

ABOVE, OVER THE PIPE/CONDUIT. 6. BASE MATERIAL SHALL BE LlMEROCK OR SHELL TO MATCH EXISTING BASE MATERIAL, BUT TO THOSE THICKNESSES SHOWN

ABOVE. RECLAIMED CONCRETE MAYBE USED TO REPLACE LlMEROCK OR SHELL TO THOSE THICKNESSES SHOWN ABOVE. 7. FOR PIPES/CONDUITS LESS THAN 5" 00, DITCH WIDTH MAY BE REDUCED TO THE WIDTH OF THE MECHANICAL TAMPER IF

BACKFILLED WITH DRY 15:1 SAND/CEMENT MIX, OR OTHER APPROVED MATERIAL, TO 4" ABOVE PIPE/CONDUIT. THE OPEN CUT RESTORATION SHALL BE THE SAME METHOD AS SHOWN ABOVE OVER THE PIPE/CONDUIT.

REVISIONS

BY DATE

SWB 06/98

SWB 06/02

SWB 06/04

SWB 03/06

C I T Y S TAN DAR D S I ~ I I lEe I I ~ I I ~ I


SCALE: N.T.S.

FLEXIBLE PAVEMENT RESTORATION DETAIL


DWG. No. ~B.jj1~ DIRECTOR S10-30

S

MATCH AT EDGES~ 6" (W+12") 6" r EX. UNPAVED SHELL

EXISTING GRADE \ W ROADWA Y, ALLEY, OR i DRIVEWAY, OR SOD

I • TRENCH WIDTH • I co .-i/ SURFACE COVER, l~ SHELL OR GRASS

BACK SLOPE AS REQUIRED : ~~ 0 (BASED ON 1: 1 SLOPE) I 1

TRENCH BACKFILL, AS FOLLOWS: r - - - - - - -

-ROADWAY, ALLEY, OR DRIVE- X 00 X N ~ WA Y: 6" LIFTS @ 98%

-1 ~f-

COMPACTION PER AASHTO T-180 -SOD/MULCH: 12" LIFTS @ 98%

~ Or- _ PRESSURE PIPE, STORM DRAIN, COMPACTION PER AASHTO T~ OR OTHER PIPE/CONDUIT

INITIAL BACKFILL: 6" LIFTS @ SHAPE BOTTOM WHEN REQUIRED COMPACTION PER AASHTO T-180 OR DIRECTED

TYPICAL SECTION VIEW

S C H E 0 U L E PRESSURE X S IN FEET (2) STORM DRAIN X S IN FEET (2) OTHER PIPE X S IN FEET (2)

PIPE RCP, ERCP, B/C /CONDUIT

~ >- i --..

~ >- i -;;) 3= >- >- s: 3= ~ 3= '-" "- 3= 3=

Cl Cl Cl Cl Cl Cl Cl Cl Cl 0:: >-0:: 0:: >- 0:: 0:: i 0:: 0::

~ 3= 0:: >- 0:: >- 3=

Cl Cl Cl Cl Cl Cl 0 ~ 0:: 0

~ I- 0:: 0

~ I- 0::

>- ::J >- ::J >- ::J « Cl « Cl :.:: « Cl :.:: w :.:: w w

--1 0- >- () --1 0-S

() --1 0- >- () --1 Z i2 --1 Z i2 --1 Z i2 « > « « ::J > ::J J: ID ::J J: ID J: ID

4" 12" 6.25 6.25 N/A N/A UPTO 18" 12" 8.00 8.00 N/A N/A UPTO 5" -- (6) (6) N/A N/A

6" 12" 6.50 6.50 N/A N/A 21" TO 36" 18" 10.75 10.75 N/A N/A 6" TO 18" 12" 8.00 7.50 N/A N/A

8" 12" 6.75 6.75 N/A N/A 42" TO 72" 24" 15.25 15.25 N/A N/A 21" TO 36" 18" 10.75 10.75 N/A N/A

12" 12" 7.00 7.00 N/A N/A BEYOND 72" (4) (4) (4) N/A N/A 42" TO 72" 24" 15.25 15.25 N/A N/A

16" 12" 7.25 7.25 N/A N/A -------- -- -- -- -- -- ------ -- -- -- N/A N/A

ITEM ALLEY OR D/W UNPAVED RDWY HVY DUTY RDWY BRICK RDWY PARKWAY

B SURFACE COVER

6" SHELL 6" SHELL N/A N/A SOD (5) MIN. THICKNESS

0 COVER PRESS. PIPE -36" PRESS. PIPE-36" N/A N/A

PRESS. PIPE -30" MIN. DEPTH ALL OTHER PIPE-3D" ALL OTHER PIPE-3D" ALL OTHER PIPE-3D"

NOTES: 1. ALL RESTORATION ITEMS SHALL MEET CITY SPECIFICATIONS. 2. DIMENSION S SHOWN IS BASED ON 36" COVER, REPLACEMENT BASE MATERIAL THICKNESS, AND LARGEST PIPE SIZE IN THE

RANGE AS SHOWN ABOVE. 3. SURFACE RESTORATION IN UNPAVED ROADWAYS SHALL BE SHELL. 4. DIMENSIONS X AND S SHALL BE BASED ON TRENCH WIDTH AS REQUIRED. RESTORATION SHALL BE THE SAME AS SHOWN

ABOVE, OVER THE PIPE/CONDUIT. 5. SOD REPLACEMENT SHALL MATCH EXISTING VARIETY. 6. FOR PIPES/CONDUITS LESS THAN 5" OD, DITCH WIDTH MAY BE REDUCED TO THE WIDTH OF THE MECHANICAL TAMPER IF

BACKFILLED WITH DRY 15: 1 SAND/CEMENT MIX, OR OTHER APPROVED MATERIAL, TO 4" ABOVE PIPE/CONDUIT. THE OPEN CUT RESTORA TlON SHALL BE THE SAME METHOD AS SHOWN ABOVE OVER THE PIPE/CONDUIT.

C I T Y S T A N D A R D S REVISIONS RIGHT-OF-WAY I fOM I

BY DATE I flC I SWB 09/00 I ~ I RESTORATION DETAIL


~8.Jj~ SWB 06/04 CITY of ST. PETERSBURG DWG. No.

SWB 03/06 SCALE: N.T.S. S10-31 DIRECTOR

SHEETED TRENCH

18"

TYP.

SHEETING,~

TYPICAL "

I

SURFACE RESTORATION LIMITS

UNSHEETED TRENCH

I 18"

TYP.

I __ J FINISHED GRADE_

t ....--- SYMMETRICAL ABOUT ~ CENTER LINE

~1 1

,--_J __ ~ TRENCH BACK SLOPE, TYPICAL

MA TCH TO APPLICABLE VIEW BELOW

MATCH TO VIEW ABOVE V'''- - - --

MA TCH TO VIEW ABOVE MA TCH TO VIEW ABOVE V'r- - - -- r- - -- -

X 00 X X 00 X X 00 X

-

C TRENCH WIDTH I TRENCH WIDTH TRENCH WIDTH

SEE NOTES BELOW SEE NOTES BELOW SEE NOTES BELOW

'"' ROUND PIPE ELLIPTICAL PIPE BOX CULVERT

TYPICAL SECTION VIEWS

NOTES: 1. SEE STANDARD DETAIL-FLEXIBLE PAVEMENT RESTORATION. 2. SEE STANDARD DETAIL-RIGHT-OF-WAY RESTORATION. 3. SEE STANDARD DETAIL-BEDDING FOR PIPE/CONDUIT OR BOX CULVERT.

C I T Y S TAN 0 A R 0 S REVISIONS

BY DATE

SWB 09/00

SWB 06/02

SWB 06/04

SWB 03/06

I ~ I I ra::. I I ~ I I ~ I


SCALE: N. T.S.

SURFACE RESTORATION PAYMENT LIMITS DETAIL


~B.I:J~ DIRECTOR

DWG. No.

S10-32

/ FINISHED GRADE

_ll'l -Av--

Z ~ 8' 4' :E 0 I MIN MIN] : Z c.o

<:: I =--=f"""' ] :? Iw CASING SPACER, -r') w

(f)

SEE NOTE 1 ~ST£EL CASING, SEE NOTE 6 u

~ "II CARRIER PIPE

a. "-w Q)

I I + r I ~~ SYMMETRICAL LT ~

wlo CURB wi CURB

TYPICAL SECTION TYPICAL PLAN VIEWS APPLICABLE AT ROADWAYS,

ALLEYS AND DRIVEWAYS

S C H E D U L E

CARRIER PIPE CARRIER PIPE STEEL CASING MIN CASING WALL TYPE DIA-ID DIA-OD THICKNESS

4" 12" 0.250"

6" 16" 0.281"

8" 18" 0.312"

10" 20" 0.344"

PVC OR 01 12" 24" 0.375"

SEE NOTE 4 16" 30" 0.469"

24" 36" 0.532"

30" 42" 0.625"

36" 48" 0.688"

48" 58" 0.812"

NOTES: 1. CARRIER PIPE SHALL BE CENTERED AND SUPPORTED INSIDE THE STEEL CASING BY MANUFACTURED CASING

SPACERS EQUAL TO CASCADE MODEL "CCS" OR "THE BOOSTER" BY PIPELINE SEAL AND INSULATOR INC. 2. SPACER SUPPORTS SHALL BE FASTENED TO THE BARREL OF THE CARRIER PIPE BEHIND EACH JOINT AND

12" FROM THE END OF THE CASING, AN ADDITIONAL SUPPORT SHALL BE INSTALLED AT THE CENTER OF EACH PVC PIPE.

3. THE ENDS OF THE CASING PIPE SHALL BE SEALED WITH AN 8" SOLID BRICK BULKHEAD PER CITY SPECIFICATIONS.

4. ALL CARRIER PIPE JOINTS SHALL BE HARNESSED JOINTS AS PER SPECIFICATIONS. 5. MINIMUM CASING WALL THICKNESS IS BASED ON 3'-6" COVER (AT EP OR CURB GUTTER LINE) OVER CASING

PIPE. LESSER COVER, REQUIRES A CALCULATION BY A REGISTERED ENGINEER TO INDICATE WALL THICKNESS IS ADEQUATE.

6. STEEL FOR CASING PIPE SHALL CONFORM TO ASTM: A 53, GRADE B AND ANSI: B36.10, AND HAVE A MIN YIELD STRENGTH OF 35,000 psi.

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

I ~ I JACK AND BORE DETAIL BY DATE I TlC I SWB 09/00 I ~, I


~i3.~ SWB 06/04 CITY of ST. PETERSBURG DWG. No.

S10-40 SWB 03/06 SCALE: N.T.S. DIRECTOR

FINISHED GRADE \ r FINISHED GRADE

PRESSURE PIPE

4"

6"

8"

12"

16"

NOTES:

" :::: l'-

SHEETING, __ l'-TYPICAL ~

"

TRENCH BACK SLOPE, TYPICAL

.-------- UNDISTURBED SOIL l'-~~ ___ T~R=E~N~CH~W~ID~T~H~ __ ~ l'-

l'-


S C H E D U L E

X MIN. STORM DRAIN

X MIN. OTHER PIPE/

X MIN.

BASE RCP, ERCP, B/C BASE CONDUIT BASE

12" 3" UPTO 18" 12" 3" UPTO 5" (2) 3"

12" 3" 21" TO 36" 12" 4" 6" TO 18" 12" 3"

12" 3" 42" TO 72" 12" 5" 21" TO 36" 12" 4"

12" 3" BEYOND 72" (3) 6" 42" TO 72" (3) 5"

12" 3" -------- -- --- -------- -- ---

1. CONCRETE SHALL BE POURED AGAINST UNDISTURBED SOIL OR SHEETING. THEREFORE, REMOVE SHEETING BEFORE POURING CONCRETE OR LEAVE A PORTION OF SHEETING, UP TO TOP OF PIPE, IN PLACE.

2. DIMENSION X SHALL BE BASED ON TRENCH WIDTH AS REQUIRED. 3. FOR PIPES/CONDUITS LESS THAN 5" 00, DITCH WIDTH MAY BE REDUCED TO THE WIDTH OF THE MECHANICAL

TAMPER IF BACKFILLED WITH DRY 15: 1 SAND/CEMENT MIX, OR OTHER APPROVED MATERIAL, TO 4" ABOVE PIPE/CONDUIT.

REVISIONS

BY DATE

SWB 06/98

SWB 06/02

SWB 06/04

SWB 03/06

C I T Y S TAN 0 A R 0 S I ~ I I flL I I ~~ I I ~ I


SCALE: N. T.S.

CONCRETE CRADLE FOR PIPE/CONDUIT OR

BOX CULVERT DETAIL APPROVED BY: DA TE: MARCH 1993

~f3.~ DIRECTOR

DWG. No.

S10-42

EX. PAVED ROADWAY, 7 PAVED SURFACE UNPAVED SURFACE \ EX. UNPAVED SHELL ALLEY, OR DRIVEWAY I 0. Q2 I ®

I ROADWA Y, ALLEY, OR DRIVEWAY

? " I I' I I I L{)

L{)

I i/ 3: 3: (f) 0 (f) 0

-l PRESSURE PIPE, ~I TRENC~ WIDTH Ir~ v w -l

W W W <.:> CD . I 1

0 <.:> CD « v STORM DRAIN, OR I • « f- w OTHER PIPE/CONDUIT - - - t --- f- W (f) -l (f) -l

:::J -l :::J

-l 0

~ 0

-l w SHAPE BOTTOM ~ X 00 X -l W

G: :r: N G: :r: WHEN REQUIRED, ~

~ f- ~ ~ u I") I") u u (f) OR DIRECTED -+ u (f)

« « CD w

SPRING LINE ""- + I CD w

w SPRING LINE w (f) (f)

N ""~ )J N

~ ,)"x J<0x )"xxx xx x xx )(XX, ~


S C H E D U L E STAGE NO. MATERIALS

BEDDING: WHERE DIRECTED, REPLACE EXISTING MATERIAL WITH 4" TO 6" OF GRANULAR MATERIAL. THE GRANULAR 1 MATERIAL MAY BE ANY OF THE FOLLOWING: CLEAN NATIVE SAND, CONCRETE SAND, GRAVEL, OR RECLAIMED

CONCRETE. SEE NOTE 1, BELOW. BOX CULVERTS SHALL HAVE MANDATORY STONE BEDDING PER SPECIFICATIONS.

2 PIPE BEDDING/HAUNCHING: NATIVE SAND IN 6" LIFTS. WHERE DIRECTED, REPLACE EXISTING MATERIAL WITH CLEAN CONSTRUCTION SAND, OR GRAVEL. SEE NOTE 2, BELOW

3 INITIAL BACKFILL: NATIVE SAND IN 6" LIFTS. WHERE DIRECTED, REPLACE EXISTING MATERIAL WITH CLEAN CON-STRUCTION SAND, SEE NOTE 2, BELOW

TRENCH BACKFILL: NATIVE SAND IN LIFTS AS LISTED BELOW- WHERE DIRECTED, REPLACE EXISTING MATERIAL WITH CLEAN CONSTRUCTION SAND.

4 PAVED ROADWAYS, PAVED DRIVEWAYS, AND PAVED ALLEYS IN 6" LIFTS UNPAVED ROADWAYS, UNPAVED DRIVEWAYS, UNPAVED ALLEYS, AND SIDEWALKS IN 6" LIFTS SOD, OR MULCHED SURFACES IN 12" LIFTS

5 SURFACE RESTORATION: AS SHOWN BELOW. ALSO SEE NOTES BELOW FOR OTHER STANDARD DETAIL REFERENCES.

PRESSURE PIPE X STORM DRAIN-RCP, ERCP, B/C X OTHER PIPE/CONDUIT X

4" 12" UPTO 18" 12" UPTO 5" (2 OR (3) 6" 12" 21" TO 36" 18" 6" TO 18" 12" 8" 12" 42" TO 72" 24" 21" TO 36" 18"

12" 12" BEYOND 72" _(2) OR (3) 42" TO 72" 24" 16" 12" -------- ------ ------ ------ITEM ALLEY OR D/W STD DUTY RDWY HVY DUTY RDWY BRICK RDWY REMARKS

A SURFACE PAVING 1" ASPHALT 2.25" ASPHALT 2.25" ASPHALT

ROADWAY MIN. THICKNESS BRICK

B SURFACE COVER 6" SHELL 6" SHELL N/A N/A SOD MIN. THICKNESS

T BASE MATERIAL LMRK/SHELL-9" LMRK/SHELL-12" LMRK/SHELL-16" 1" SAND OVER BASE MAT. MAYBE ASPH. MIN. THICKNESS RCLM. CONC. 10.5" RCLM. CONC. 14" RCLM. CONC. 19" 12" SHELL BASE EXCEPT W/ BRICK RDWY

D COVER PRESS. PIPE-36" PRESS. PIPE-36" PRESS. PIPE-36" PRESS. PIPE-36" MIN. DEPTH ALL OTHER PIPE-30" ALL OTHER PIPE-30" ALL OTHER PIPE-36" ALL OTHER PIPE-30"

NOTES: 1. ALL BEDDING TYPES REQUIRE AN IMPERMEABLE GROUNDWATER BARRIER AT 100' INTERVALS ALONG THE TRENCH LENGTH. 2. GRAVEL OR RECLAIMED CONCRETE SHOULD NOT CONTACT DUCTILE IRON OR POLYVINYL PIPE OR CONDUIT. 3. FOR PAVED SURFACES SEE STANDARD DETAIL-FLEXIBLE PAVEMENT RESTORATION. 4. FOR UNPAVED SURFACES SEE STANDARD DETAIL-RIGHT-OF-WAY RESTORATION.

C I T Y S T A N 0 A R 0 S REVISIONS BEDDING FOR I ~ I

PIPE/CONDUIT OR BY DATE I flC I SWB 06/01 I ~~ I BOX CULVERT DETAIL I ~ I SWB 06/02 APPROVED BY: DATE: MARCH 1993 ENGINEERING DEPARTMENT SWB 06/04 CITY of ST. PETERSBURG ~.8.rIJ~ DWG. No.

SWB 03/06 SCALE: N.T.S. S10-45 DIRECTOR

--=- iJ' PICK HOLE, TYP.

0)1 t8J Z 0 Z Y

ll4 ~ iF j l ~ ~ ~u~

~ "L.OR\O'" ::::-=-:: - -MANHOLE RING FLUSH SLAB RING COVER

FOR DESIGNATIONS A,B,AND E FOR DESIGNATIONS C AND D LABEL PER APPLICATION: APPLICABLE SECnON Z-Z APPLICABLE SECTION Y-Y STORM DRAIN, WATER,

SANITARY SEWER, OR FIBER OPTIC

TYPICAL PLAN VIEWS

II TIl DOVETAILED GASKET,

ci~ ·ICSEE NOTE 2"1 ~ ·1·4

"E" DESIGNATION-ONLY II I

I" -I s .LH ~I'" If ill ,:... "'Q

I ... TIl -I SEE NOTE 2~ MANHOLE APPLICATION FLUSH SLAB APPLICATION COVER SECTION

FOR DESIGNATIONS A,B,AND E FOR DESIGNATIONS C AND D SECTION W-W SECTION Z-Z SECTION Y-Y


S C H E D U L E CITY TYPE RING AND COVER TYPE DIMENSION DIMENSION DIMENSION DIMENSION DIMENSION RING COVER TOTAL

DESIGNATION SEE NOTE 1 [ IT ill nz: :2: WEIGHT WEIGHT WEIGHT

A USF 485 RING AND EG COVER 22-3/4" 20-3/8" 9" 36" 2" 240 135 375

B USF 655 RING AND EH COVER 34-1/8" 32" 4" 40-1/2" 1-1/2" 230 235 465

C USF 1110 RING AND EF COVER 22-1/4" 20-1/2" 4" 26-1/2" 1-1/2" 90 105 195

D USF 1120 RING AND EH COVER 34-1/8" 32-1/4" 4" 40-1/2" 1-1/2" 170 235 405

E USF 420 RING AND EG-ORS COVER 22-3/4" 20-5/8" 7" 36" 2" 240 135 375

NOTES: 1. RING AND COVER TYPES, LISTED ABOVE, ARE MANUFACTURED BY U.S. FOUNDRY AND MANUFACTURING

CORPORA TION OR APPROVED EQUAL. 2. ALL SURFACES OF THE RING AND COVER WHICH CONTACT EACH OTHER SHALL BE MACHINED. 3. MANHOLE RING AND COVER CASTING APPLICATIONS AS FOLLOWS:

STORM DRAINS: TYPE A-FOR MANHOLES WITH PIPES UPTO 24" DIAMETER OR EQUAL, UNLESS OTHERWISE SHOWN. TYPE B-FOR MANHOLES WITH PIPES 27" DIAMETER OR EQUAL AND LARGER, CONFLICT STRUCTURES, AND

BOX CULVERTS. TYPE C-FOR CATCH BASIN ACCESS, EXCEPT TYPE S-I AND TYPE S-II, ALL PIPE SIZES. TYPE D-FOR MANHOLES WITH TOP OF TOP SLAB AT FINISHED GRADE, ALL PIPE SIZES, CATCH BASIN

ACCESS, ALL PIPE SIZES, AND TYPE S-I AND TYPE S-II, ALL PIPE SIZES. SANITARY SEWERS:

TYPE B-FOR MANHOLES WITH PIPES 21" DIAMETER AND LARGER. TYPE B-FOR SEWAGE AIR/VACUUM VALVE MANHOLE. TYPE E-FOR MANHOLES WITH PIPES UPTO 18" DIAMETER.


C~= MANHOLE RING AND BY DATE I Ill;, _=:J SWB 03/06 I ~i COVER CASTING DETAIL

C~~ SWB 09/06 ENGINEERING DEPARTMENT


SWB 09/09 CITY of ST. PETERSBURG ~B,~ DWG. No.

01/10 S10-50 SWB SCALE: N.T.S. DIRECTOR

PLAN TYPE I OR II MANHOLE

(SEE DETAIL "A" BELOW)

+rr®fJ +&IDdJ

l;,v , a::: .......

I: . :1

/2 I. i 1 I.

R

PLAN TYPE III MANHOLE,

CA TCH BASIN, OR GRATE INLET (SEE DETAIL "B" BELOW)

R=24" MIN.

PLAN TYPE IV MANHOLE

(SEE DETAIL "B" BELOW)

BENCH SLOPE AT ---~

'F:~ ::~:~M~,::: +lii¥:?t} F~:~::~::~~:: :~f1±~

BENCH SLOPE AT --...... 1: 12, MINIMUM, TYP.

rr- FOR BOX CULVERTS

CAST -IN-PLACE OR BRICK SECTION PRECAST SECTION

INCOMING PIPE(S)

BEVEL END, ABOVE BENCH

EXITING PIPE---I

SIDE OF PIPE FLUSH W/ INSIDE OF STRUCTURE

END OF PIPE FLUSH W/ INSIDE OF STRUCTURE

CENTER OF PIPE FLUSH W/ INSIDE OF STRUCTURE

BEVEL END, ABOVE BENCH

EXITING PIPE

DETAIL "A" DETAIL "B" TYPICAL FOR SQUARE AND RECTANGULAR STRUCTURES

NOTES:

TYPICAL FOR ROUND STRUCTURES

1. SMOOTH FLOW CHANNELS COMPOSED OF CONCRETE, OR BRICK AND MORTAR SHALL BE CONSTRUCTED IN THE BOTTOMS OF ALL STRUCTURES AS SHOWN.

2. WT=WALL THICKNESS OF STRUCTURE, D=DIAMETER OF ROUND PIPE, AND R=RISE OF ELLIPTICAL PIPE OR BOX CULVERT.

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

SWB 06/04

SWB 03/06

CIT Y S TAN DAR D S

ilL


SCALE: N.T.S.

ACCESS STRUCTURE CHANNELIZATION DETAIL


~16.~ DIRECTOR

DWG. No.

S10-52

STAKED SILT BARRIER,TYP., SEE NOTES 4, 5, AND 8

ENCLOSED SITE ACTIVITIES MAY INCLUDE SOME OR ALL OF THE FOLLOWING: RESIDENTIAL OR COMMERCIAL DEVELOPMENT, LAND CLEARING, SITE

'\ IMPROVEMENTS, CONSTRUCTION MATERIAL AND EQUIPMENT STORAGE AND '\ TEMPORARY CONSTRUCTION OFFICES, AND CONSTRUCTION SPOIL MATERIALS

'\ AND REFUSE , 20' MIN. ,

'\ MAINTAIN SAFE AND PASSABLE SIDEWALK,

LOT LINE, TYP.

LOT LINE, J TEMPORARY AGGREGATE ENTRANCE, SEE NOTE 9 ,- -\

'\ R IF DAMA~GIEDimllliUmmllm!mm. ~i~lil TYP. 2l:il: ~U222"~

CA TCH BASIN EROSION CONTROL, SEE NOTES 5, 6, 8, AND 11

NOTES:

EXISTING OR PROPOSED DRIVEWAY, SEE NOTE 10

TYPICAL PLAN VIEW

1. NON-CONFORMANCE WITH THE ITEMS LISTED OR SHOWN ON THIS DETAIL MAY RESULT IN A "STOP WORK" ORDER.

2. THE PURPOSE OF THIS DETAIL IS TO ASSIST THE DEVELOPER, BUILDER, AND/OR CONTRACTOR TO MEET THE MINIMUM REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT ISSUED TO THE CITY OF ST. PETERSBURG.

3. THIS DETAIL IS APPLICABLE FOR ALL CONSTRUCTION SITES AS DESCRIBED ABOVE OF LESS THAN ONE (1) ACRE; THOSE SITES GREATER THAN ONE (1) ACRE ALSO MUST OBTAIN COVERAGE UNDER AN NPDES STORM WATER PERMIT.

4. THE SILT BARRIER SHALL BE INSTALLED ONE FOOT INSIDE THE PROPERTY LINE OR TWO FEET FROM THE SIDEWALK AS SHOWN ABOVE. FOR SILT BARRIER REQUIREMENTS AND INSTALLATION REQUIREMENTS, SEE STANDARD DETAIL-STAKED SILT BARRIER; DRAWING NO. S40-92.

5. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES DAILY AND/OR AFTER A RAINFALL. 6. FOR CURB INLET FILTER REQUIREMENTS, SEE STANDARD DETAIL-CURB INLET FILTER FOR EROSION CONTROL

AT CATCH BASIN; DWG. NO. S40-93, OR FOR HAY BALE REQUIREMENTS, SEE STANDARD DETAIL-HAY BALES FOR EROSION CONTROL AT CATCH BASIN; DWG. NO. S40-94.

7. EXISTING GRASS VEGETATION SHALL BE MAINTAINED AT A 10 INCH HEIGHT OR LESS, AS PER CITY CODE, CHAPTER 16; SECTIONS 16-1070 THRU 1076.

8. ALL SOIL EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL NEW VEGETATION IS ESTABLISHED. ALL DISTURBED AREAS SHALL BE SODDED AFTER FINAL GRADING.

9. TEMPORARY AGGREGATE ENTRANCE SHALL BE A MINIMUM 6" THICK OF STANDARD GRADATION SIZE #1 OR #2 RANGE AS PER FOOT SECTION 901, AND SHALL BE COMPACTED. AGGREGATE SHALL BE QUARTZ OR CRUSHED GRANITE. LlMEROCK, DOLOMITE OR SANDSTONE SHALL NOT BE ACCEPTABLE.

10. IF THERE IS NO EXISTING DRIVEWAY OR AN ALTERNATE INGRESS/EGRESS IS TO BE USED DURING CONSTRUCTION, THE METHOD OF ACCESS SHALL CONFORM TO THE "TEMPORARY AGGREGATE ENTRANCE" AS DESCRIBED ABOVE. IF THE AGGREGATE IS DEEMED UNSAFE, THE ALTERNATE INGRESS/EGRESS SHALL BE CONSTRUCTED OF 1" ASPHALTIC CONCRETE OVER 6" OF COMPACTED LlMEROCK BASE.

11. REGULARLY REMOVE COLLECTED SEDIMENT AND DEBRIS FROM THE SILT BARRIERS AND GUTTER FLOW LINE. 12. FOR ALL SAND AND SOIL STOCKPILES DUST/EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. 13. KEEP CONSTRUCTION SITE LITTER/DEBRIS, AND LEAKING CONTAINERS IN ORDERLY CONTAINMENT AREAS. 14. SWEEP ENTRANCE AND ADJACENT ROADWA Y WEEKLY TO KEEP FREE OF CONSTRUCTION DEBRIS. 15. SWEEP PAVED SURFACES ONLY. DO NOT WASH DOWN UNTIL SITE IS FINISHED. 16. SINGLE FAMILY INFILL LOTS MAY REQUIRE SILT FENCE AS ORDERED OR DIRECTED BY THE CITY BUILDING

OFFICIAL.

REVISIONS

BY DATE

SWB 12/04

SWB 03/06

SWB 09/06

CIT Y S TAN 0 A R D S


SCALE: N.T.S.

SITE DEVELOPMENT AND/OR CONSTRUCTION STAGING SITE

EROSION CONTROL DETAIL APPROVED BY:

~{3_~ DIRECTOR

DATE: SEPT. 2004

DWG. No.

S10-60

REAR SWALE, SEE NOTE 7

SIDE SWALE, SEE NOTE 8

BACK

PROTECTIVE REAR SLOPE

PROTECTIVE FRONT SLOPE

PARKWAY SLOPE @

2% MIN. TO 8% MAX.

TYPICAL GRADING PLAN VIEW

wi FILL FOR DRIVEWAY AND) I~, ~ SIDEWALK ONLY ::>

At-, BUILDING SLAB ,LL

,a

~i REA:SWALE ~ _ _: ____ ~ a::r ~- tJ -- _ ~

NOTES:

EXISTING LOT SLOPE ~ SEE NOTE 4

TYPICAL SECTION A-A

~I r SIDE SWALE(S), SEE NOTE 8 \ I~ ~, BUI~DING SL? '10 s, ,~

~I ~ -..- rr-"" ~~ -"-- EXISTING LOT SLOPE

TYPICAL SECTION 8-8 (DOUBLE SCALE)

1. FILL IN FEMA FLOOD ZONES A AND AE IS LIMITED PER CITY CODE, SEE CHAPTER 16. A SEPERATE SITE PLAN SHOWING EXISTING AND PROPOSED ELEVATIONS AND DRAINAGE PLAN IS REQUIRED IN FEMA FLOOD AREAS. THESE PLANS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER.

2. FILL IN FLOOD ZONE VE IS PROBHIBITED, PER CITY CODE, SEE CHAPTER 16. 3. EXISTING AND DESIGN ELEVATIONS ARE REQUIRED FOR POINTS IDENTIFIED BY THIS SYMBOL: ~ 4. BUILDING SLAB SHALL BE l' MINIMUM ABOVE THE CENTERLINE OF THE ROADWAY AND NOT LESS THAN A

MINIMUM ELEVATION OF 103.00 PER CITY DATUM OR AS DICTATED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA).

5. LOT GRADING SHALL MAINTAIN HISTORICAL FLOW PATHS AND PREVENT THE ACCUMULATION OF WATER OR EXCESSIVE RUNOFF ONTO ADJACENT PROPERTIES.

6. LOTS IN EXISTING SUBDIVISIONS REQUIRE EXISTING ELEVATIONS 5' INTO ADJOINING PROPERTIES OR EXISTING SWALE(S).

7. REAR SWALE SHALL DRAIN TO SIDE SWALES AND TO ROADWAY ON EACH LOT SIDE AND SHALL FUNCTION INDEPENDENTLY FROM ALL ADJOINING LOTS.

8. SIDE SWALES SHALL BE SIZED TO ACCOMMODATE A MINIMUM OF A 10 YEAR, 1 HOUR RAIN EVENT, MINIMUM SWALE SIZE SHALL BE 6" DEEP WITH 4: 1 SIDE SLOPES.

9. ROOF GUTTERS AND LEADERS IN CONJUNCTION WITH YARD DRAINS AND INLETS ARE REQUIRED WHERE NECESSARY FOR ADEQUATE DRAINAGE.

10. WHEN SILT FENCING IS REQUIRED, SEE CITY STANDARD DETAIL, SITE PLAN-EROSION CONTROL; DWG. NO. S10-60.

11. FINAL AS-BUILT ELEVATIONS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR TO CONFIRM COMPLIANCE WITH THE PROPOSED DESIGN ELEVATIONS.

CIT Y REVISIONS

~ BY DATE ilL

SWB 06/02 ~

S T A N DAR D S GUIDE FOR TYPE "A" LOT GRADING DETAIL

(ALL DRAINAGE TO ROADWAY) g>

I--_S_W_B_-+-_0_3_/0_6_+-_E_~_~_I~_EO_E~_I~_~_. _p_~_~~_~_~_~_~~_~_T----lAP;::Y' 8. fJ.L SCALE: N. T.S. DIRECTOR

DATE: APRIL 1998

DWG. No.

S10-61


PARKWAY SLOPE @

2% MIN. TO 8% MAX.

SIDE SWALE, SEE NOTES 7 AND 8


SIDEWALK ONLY ;: I

FILL FOR DRIVEWAY AND

~ BUILDING SLAB

~

I l~ - - fr-

HIGH POINT J ~--..::::..,I"r":::OI.-I EXISTING LOT SLOPE

TYPICAL SECTION A-A

NOTES:

TYPICAL SECTION 8-8 (DOUBLE SCALE)

1. FILL IN FEMA FLOOD ZONES A AND AE IS LIMITED PER CITY CODE, SEE CHAPTER 16. A SEPERATE SITE PLAN SHOWING EXISTING AND PROPOSED ELEVATIONS AND DRAINAGE PLAN IS REQUIRED IN FEMA FLOOD AREAS. THESE PLANS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER.

2. FILL IN FLOOD ZONE VE IS PROBHIBITED, PER CITY CODE, SEE CHAPTER 16. 3. EXISTING AND DESIGN ELEVATIONS ARE REQUIRED FOR POINTS IDENTIFIED BY THIS SYMBOL: ISl 4. BUILDING SLAB SHALL BE l' MINIMUM ABOVE THE CENTERLINE OF THE ROADWAY AND NOT LESS THAN A




7. SIDE SWALES SHALL DRAIN TO ROADWAY ON EACH LOT SIDE AND SHALL FUNCTION INDEPENDENTLY FROM ALL ADJOINING LOTS.





REVISIONS

BY DATE

SWB 06/02

SWB 03/06

CIT Y S TAN DAR D S

ilL


SCALE: N.T.S.

GUIDE FOR TYPE "8" LOT GRADING DETAIL

(ALL DRAINAGE ROADWAY AND ALLEY) APPROVED BY: DATE: APRIL 1998

DWG. No.

DIRECTOR S10-62


FRONT SWALE, SEE NOTE 7

PARKWAY SLOPE @

2% MIN. TO 8% MAX.

;::~;;- -- L I /~ ~, ...

~:.:::r:-""-- -<. I~ ..

=- -- .

SIDE SWALE,

C{J ~-~ SEE NOTE 8 ..

BACK OF CURB


FILL FOR DRIVEWAY AND SIDEWALK ONLY

'." , .. ',

II

II _]

EXISTIN: LOT~~:PE SEE NOTE 4

ROADWAY

TYPICAL SECTION A-A TYPICAL SECTION 8-8 (DOUBLE SCALE)

NOTES: 1. FILL IN FEMA FLOOD ZONES A AND AE IS LIMITED PER CITY CODE, SEE CHAPTER 16. A SEPERATE SITE

PLAN SHOWING EXISTING AND PROPOSED ELEVATIONS AND DRAINAGE PLAN IS REQUIRED IN FEMA FLOOD AREAS. THESE PLANS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER.

2. FILL IN FLOOD ZONE VE IS PROBHIBITED' PER CITY CODE, SEE CHAPTER 16. 3. EXISTING AND DESIGN ELEVATIONS ARE REQUIRED FOR POINTS IDENTIFIED BY THIS SYMBOL: ~ 4. BUILDING SLAB SHALL BE l' MINIMUM ABOVE THE CENTERLINE OF THE ROADWAY AND NOT LESS THAN A




7. FRONT SWALE SHALL DRAIN TO SIDE SWALES AND TO ALLEY ON EACH LOT SIDE AND SHALL FUNCTION INDEPENDENTL Y FROM ALL ADJOINING LOTS.





REVISIONS

BY DATE

SWB 06/02

SWB 03/06

CIT Y S T A N DAR D S


SCALE: N.T.S.

GUIDE FOR TYPE "e" LOT GRADING DETAIL

(ALL DRAINAGE TO ALLEY)

APPROVED BY:

~8t~ DIRECTOR

DATE: APRIL 1998

DWG. No.

S10-63

DRAWING NUMBER

S10- 1

S10- 3

S10- 4

S10- 5

S10- 6

S10- 7

S10- 8

S10- 9

S1 0-1 0

S10-11

S10-12

S10-13

S10-14

S10-15

S10-16

S10-20

S1 0- 21

S10-22

S10-23

S10-24

S10-28

S10-30

S10-31

S10-32

S10-40

S10-42

S10-45

S10-50

REVISIONS

BY DATE

SWB 03/06

SWB 09/06

SWB 09/07

SWB 01/10

DRAWING TITLE






UTILITY LlNESTYLES FOR PLANS AND DETAILS

GENERAL LlNESTYLES FOR PLANS AND DETAILS

STRUCTURE SYMBOLS FOR PLANS AND DETAILS

PRESSURE PIPE AND UTILITY POLE SYMBOLS FOR PLANS AND DETAILS

TREE PROTECTION FENCE BARRIERS

GENERAL LANDSCAPING NOTES

FERTILIZATION, WATERING, AND WARRANTY

TREE PLANTING

PALM TREE PLANTING

SHRUB AND GROUNDCOVER PLANnNG

NEIGHBORHOOD SIGNAGE SUPPORT AND FOUNDATION

TYPE I RETAINING WALL

TYPE II RETAINING WALL

TYPE III RETAINING WALL

TYPE IV RETAINING WALL

REINFORCED CONCRETE SEAWALL

FLEXIBLE PAVEMENT RESTORATION

RIGHT-OF-WAY RESTORATION

SURFACE RESTORATION PAYMENT LIMITS

JACK AND BORE

CONCRETE CRADLE FOR PIPE/CONDUIT OR BOX CULVERT

BEDDING FOR PIPE/CONDUIT OR BOX CULVERT

MANHOLE RING AND COVER CASTING

CIT Y S TAN DAR D S

REVISION DATE

03/06

09/07

09/07

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

09/07

09/07

03/06

09/09

03/06

03/06

03/06

03/06

03/06

03/06

01/10

I ~ ~ I ilL I c=~, I C=~ I



SCALE: N. T.S.

APPROVED BY:

N/A DIRECTOR

DATE: JUNE 2002

DWG. No.

S10-INDEX

DRAWING NUMBER

S10-52

S10-60

S10-61

S10-62

S10-63

REVISIONS

BY DATE

SWB 03/06

SWB 09/06


ACCESS STRUCTURE CHANNELIZATION 03/06

SITE DEVELOPMENT AND/OR CONSTRUCTION STAGING SITE EROSION CONTROL

09/06

GUIDE FOR TYPE "A" LOT GRADING 03/06 (ALL DRAINAGE TO ROADWAY)

GUIDE FOR TYPE "B" LOT GRADING 03/06 (ALL DRAINAGE TO ROADWAY AND ALLEY)

GUIDE FOR TYPE "e" LOT GRADING 03/06 (ALL DRAINAGE TO ALLEY)

C I T Y S TAN 0 A R 0 S I ~ I flL I ~~ I

I I I I


~


SCALE: N. T.S.


N/A DWG. No.

S10-INDEX DIRECTOR

DRAWING NUMBER

S20- 2

S20- 3

S20- 4

S20- 5

S20- 6

S20- 7

S20- 8

S20- 9

S20-10

S20-11

S20-12

S20-13

S20-20

S20-21

S20-22

S20-23

S20-24

S20-28

S20-29

S20-30

S20-40

S20-41

S20-42

S20-43

S20-44

S20-45

REVISIONS

BY DATE

SWB 06/04

SWB 03/06

SWB 09/06

SWB 09/07

POP-OUT CURB

DRAWING TITLE

RECESSED CURB AND PAVEMENT FOR ON STREET PARKING

HEAVY DUTY ROADWAY

STANDARD DUTY ROADWAY

BRICK SURFACE ROADWAY

ALLEY PAVING

ALLEY APRON

COLD MILLING PAVEMENT TRANSITION

TYPE "A", "B", "e", AND "D" CURB

CURB TRANSITIONS

VALLEY GU TTER

TYPE "A" CURB REPLACEMENT

RESIDENTIAL DRIVEWAY CONSTRUCTION

COMMERCIAL DRIVEWAY CONSTRUCTION

SIDEWALK AND DRIVEWAY CONSTRUCTION

TYPE I, II, AND III SIDEWALK CURB RAMP

DETECTABLE WARNING SURFACES

HEXBLOCK SIDEWALK REPLACEMENT

HEXBLOCK COLOR PATTERNS

ROADWAY UNDERDRAIN AND CLEAN-OUT

ROADWAY WITH TYPE A CURB, T - TURN AROUND A T DEAD END RIGHT -OF - WA Y

ROADWAY WITH TYPE B CURB, T - TURN AROUND AT DEAD END OF RIGHT-OF-WAY

ROADWAY WITH TYPE D CURB, T - TURN AROUND AT DEAD END OF RIGHT-OF-WAY

ROADWAY WITH TYPE A CURB, T - TURN AROUND A T ALLEY CONNECTION

ROADWAY WITH TYPE B CURB, T - TURN AROUND A T ALLEY CONNECTION

ROADWAY WITH TYPE D CURB, T - TURN AROUND A T ALLEY CONNECTION


REVISION DATE

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

09/06

09/07

09/07

03/06

09/07

03/06

03/06

03/06

03/06

03/06

03/06

03/06

I ~ I (lC I ~ I ;W

I I I I

ROADWAY DETAILS INDEX


SCALE: N.T.S.


N/A DIRECTOR

DWG. No.

S20-INDEX

DRAWING NUMBER

S20-46

S20-48

REVISIONS

BY DATE

SWB 06/03

SWB 03/06

CUL-DE-SAC

DRAWING TITLE

REVISION DATE

ALLEY WITH T - TURN AROUND AT DEAD END

03/06

03/06

C I T Y S TAN 0 A R 0 S I ~ I I flC I I ~ I I g> I


SCALE: N. T.S.

APPROVED BY:


DA TE: JUNE 2002

DWG. No.

S20-INDEX N/A DIRECTOR

SEE NOTES 3 AND 4 /

NOTES:

43' TO 55'

15'± 8' TO 20' SEE NOTE 2

R=5'

=======I=T~"::::-...::::::-:---..

J I I '~ EXISTING CURB L -.J ~ TO BE REMOVED 7

~\J~ ~~'\

,~ SEE NOTE 6 ~~O

SEE NOTE 3

PLAN

\\ \

1. ALL CURB SHALL BE TYPE "A" OR "0": MATCH EXISTING. SEE STANDARD DETAIL- TYPE"A", "B", "C", AND "0" CURB.

2. SLOPE TO PROVIDE FLOW TO CATCH BASIN. 3. NEW CATCH BASIN(S), SEE STANDARD DETAIL(S)-CATCH BASIN SERIES. 4. FOR GRATE INLET, SEE STANDARD DETAIL -BRICK OR PRECAST GRATE INLET. 5. NEW STORM STRUCTURES ARE NOT TO BE PLACED IN THE CURB RADII & PEDESTRIAN TRAVEL PATH. 6. REMOVE EXISTING CATCH BASIN, OR CONVERT TO MANHOLE, AS REQUIRED. 7. PROVIDE SIDEWALK CURB RAMP(S) AT CROSSWALK(S), SEE STANDARD DETAILS-TYPE I, II, AND III SIDEWALK

CURB RAMP, AND DETECTABLE WARNING SURFACES.


~ BY DATE flL

SWB 06/98 ~ ~

POP-OUT CURB DETAIL

SWB 06/02 ENGINEERING DEPARTMENT SWB 06/03 CITY of ST. PETERSBURG

SWB 03/06 SCALE: N.T.S.

APPROVED BY:

t-----+-----'--t--------I ~J3. ~ DIRECTOR

DATE: MARCH 1993

DWG. No.

S20- 2

END STALL

END INTERMEDIATE END \ II STALL STALL STALL

SIDEWALK SEE NOTE 7

L TREE OR UTILITY POLE, IF EXISTING

R/WJ7 MINIMUM STALL SIZES:

END STALL @ 8' x 22' INTERMEDIA TE STALL @ 8' x 20'

PLAN

10' (TYP) 8' SYMMETRICAL ABOUT t

12"

NOTES:

SEE NOTE 7

SLOPE TO EXISTING SIDEWALK OR R/W

-- FACE OF CURB

TYPICAL SECTION

1 " ASPHALTIC CONCRETE

8" ROADWAY BASE

12" STABILIZED SUB GRADE

1. IF EXISTING CURB IS TYPE "A", OR TYPE "0" REPLACE WITH TYPE "B" CURB, DROP SECTION. MAINTAIN DRAINAGE FLOW. SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "0" CURB.

2. ALL NEW CURBING SHALL BE TYPE "A". SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "0" CURB. 3. FOR CURB TRANSITIONS, SEE STANDARD DETAIL-CURB TRANSITIONS. 4. IF AN EXISTING CATCH BASIN IS IN CONFLICT, RECONSTRUCT AS A GRATE INLET. SEE STANDARD DETAIL

BRICK GRATE OR PRECAST GRATE INLET. 5. NO DRAINAGE STRUCTURE SHALL BE ALLOWED IN ANY CURB RADII, OR PEDESTRIAN TRAVEL PATH,

RELOCATE AS REQUIRED. SEE STANDARD DETAIL(S)-CATCH BASIN. 6. IF REQUIRED OR DIRECTED TO CONSTRUCT SIDEWALK CURB RAMP(S), SEE STANDARD DETAILS-TYPE I, II,

AND III SIDEWALK CURB RAMP, AND DETECTABLE WARNING SURFACES. 7. IF SIDEWALK IS REQUIRED: 4' MINIMUM WIDTH, 6' MINIMUM WIDTH IF SIDEWALK ABUTS CURB. SEE STANDARD

DETAIL-SIDEWALK AND DRIVEWALK CONSTRUCTION. 8. CROSS SLOPE: 0.02 FT /FT, UNLESS OTHERWISE SHOWN OR DIRECTED. 9. ALL EXISTING STREET SIGN AGE TO BE RELOCATED SHALL BE COORDINATED WITH THE CITY'S ENGINEERING

CONSTRUCTION INSPECTOR. 10. EXISTING RIGHT-OF-WAY MUST BE A MINIMUM OF 60' WIDE.


~ BY DATE ilL SWB 09/00 ~

~

RECESSED CURB AND PAVEMENT FOR ON STREET PARKING DETAIL

JULY 1999 SWB 06/02 APPROVED BY: ENGINEERING DEPARTMENT f1 I

I-_S_W_B_+--_06...:../_0_3--f __ C_I_TY_Of_ST_._P_E_TE_R_S_BU_R_G_~ i~ 8. ~ SWB 03/06 SCALE: N.T.S. DIRECTOR

DATE:

DWG. No.

S20- 3

~I~I~I~I~I~ ~ CIl (5 Z

o 0 0 O/OICll 0J en to en }>o .................................... -1 o 0 0 to I'Tl en N 0 ())

CIl ()

}>o/ fTl r ()Z !:I =i9

-<z of::1 I II II II I 10

~I ~i ~nrll: (j)Al (D-i C~ AlfTl G)Z

~rl~ ~ -l "'0 :;0 » 0 ~

;1 AJ I~ OIl» » o rrl 1::::0 » :;E < 10 » -< -< I(f)

00

° ° rrl C ~

}>o -1-1 f.l »-< Z (f)~

~ I N }>o

0 :;0 ()

I I ~

to

~ I~

R/W VARIES R/W

,.. OVERALL ROADWAY WIDTH _ I -, I-

SYMMETRICAL ABOUT t I

SEE NOTE 1 OR 2 \ I SLOPE TO EXISTING I I - SLOPE TO EXISTING r TYPE "B" CURB, CROWN VARIES'I SIDEWALK OR R/W

SIDEWALK OR R/W / SEE NOTE 1 OR 2 SEE NOTE 4

6" REVEAL, TYP.

PAVEMENT WIDTH

-,.'.,1-:-

1" ASPHALTIC CONCRETE AND 1-1/4" ASPHALTIC CONCRETE BINDER COURSE

8" ROADWAY BASE, SEE NOTE 6

12" STABILIZED SUBGRADE

TYPICAL HEAVY DUTY ROADWAY SECTION


TYPE "A" CURB, SEE NOTE 3

OVERALL ROADWAY WIDTH -

6" TYPICAL

1/4" LIP, TYPICAL FOR TYPE "B" AND "D" CURB

EXISTING SURFACE

PROPOSED SURFACE

EXISTING BASE

NOTES:

TYPE "A" CURB (OPTION)

TIE-IN OF PROPOSED CONSTRUCTION TO EXISTING

1. 36' WIDE ROADWAY: 36' OF PAVEMENT (THREE 12' LANES) WITH EITHER TYPE "B" OR TYPE "D" CURB EQUALS 40' OVERALL WIDTH.

2. 60' WIDE ROADWAY: 60' OF PAVEMENT (FIVE 12' LANES) WITH EITHER TYPE "B" OR TYPE "D" CURB EQUALS 64' OVERALL WIDTH.

3. WIDTH OF ROADWAY WITH TYPE "A" CURB IS MEASURED FACE TO FACE OF CURB. 4. ROADWAY CROSS SLOPE: 0.02 FT/FT, UNLESS OTHERWISE SHOWN OR DIRECTED. 5. SEE STANDARD DETAIL-TYPE "A", "B", "c", AND "D" CURB. 6. BASE THICKNESS SHOWN IS FOR LlMEROCK, ALTERNATE MATERIALS MAY REQUIRE A DIFFERENT THICKNESS.

~I~I~I~I~I~ ~ (/)

(5

°lonoIO'~ VI O'l to O'l }>o

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(/) ()

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-<Z ",

0", -;0

UlZ

~1;-iCl in ~O • -t ",

",-0 ;0» Ul;o CD-t eli: ;0", ClZ

-t

}>o -0 -0 :::0 o ~

° III

o

-j

-<

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-j

» z

~I ::::0 (j) 10

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(f)!' s:: N }>o

0 :::0 ()

1 I

to

(Jl I~

0"-1 1» »» o ZIAJ ::E 0 10 »» ~::::OI(J)

o o fTlO "-1C »"-1 r-<

R/W VARIES R/W

,.. OVERALL ROADWAY WIDTH .. 1 .. , I-

SYMMETRICAL ASOUT <t SEE NOTE 1 \ I I SLOPE TO EXISTING I I

- SLOPE TO EXISTING I r TYPE "s" CURS, CROWN VARIES'I SIDEWALK OR R/W SIDEWALK OR R/W SEE NOTE 1 SEE NOTE 3

6" REVEAL, TYP.

PAVEMENT WIDTH

.. , .

1" ASPHALTIC CONCRETE

6" ROADWAY SASE, SEE NOTE 5


TYPICAL STANDARD DUTY ROADWAY SECTION

SLOPE TO EXISTING SIDEWALK OR R/W TYPE "A" CURB, SEE NOTE 3

OVERALL ROADWAY WIDTH -

6" TYPICAL

1/4" LIP, TYPICAL FOR TYPE "B" & "D" CURB

EXISTING SURFACE

SAW CUT

PROPOSED SURFACE

EXISTING BASE

NOTES:

TYPE "A" CURB (~noo)


1. 24' WIDE ROADWAY: 20' OF PAVEMENT WIDTH WITH EITHER TYPE "B" OR TYPE "D" CURB EQUALS 24' OVERALL WIDTH. 2. PAVEMENT WIDTH WITH TYPE "A" CURB IS 20' WIDE, MEASURED FACE TO FACE OF CURB. 3. ROADWAY CROSS SLOPE: 0.02 FT/FT, UNLESS OTHERWISE SHOWN OR DIRECTED. 4. SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "D" CURB. 5. BASE THICKNESS SHOWN IS FOR LlMEROCK, ALTERNATE MATERIALS MAY A REQUIRE DIFFERENT THICKNESS.

tnltnltnltn al al al all~IAl :s; tn (5

:;lglgl:illolti .................................... > 000 0 -l Ol ~ N 0 ('Tl

tn () >1 fTl r OZ ('Tl -G') .. -1_

R/W VARIES

I· SYMMETRICAL ABOUT ct ·1 ·1 r SLOPE TO EXISTING SLOPE TO EXISTING I

SIDEWALK OR R/W CROWN VARIES'l" SIDEWALK OR R/W GRANITE CURB. TYP. SEE NOTE 2 6 TYPICA~71

ROADWAY WIDTH "I

R/W

-<z fTl

OfTl """";:0

:Zl~~ o I I 6" REVEAL,

TYPICAL

;-t "'0 tn fTlO -I . M~

-< ;:O}>-(1);:0 (D-I C~ ;:OfTl G')Z

-I

> "'0 "'0 :;0 0 ~ 0

aJ :f.

0 ;u fTl ()

a ;:0

0

1° :::E > G) -l . ~

z

(J)

-I

»

::::0 I Z aCTIO » ::::0 I» 00 :;E A IAJ

» 10 -< U) I(J)

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(j)?

1_10::::0 filII ~» »0 rfll ~

N }>-

0 :;0 0

I I

«)

(J) «) (Xl

6" REVEAL, TYPICAL

ROAD BRICK

1" SAND-SETTING BED, 100% COMPACTION

8" SHELL BASE, SEE NOTE 7


TYPICAL BRICK ROADWAY SECTION


TYPE "A" CURB, SEE NOTE 4

OVERALL ROADWAY WIDTH

.'

-

EXISTING BASE

EXISTING SURFACE

SAW CUT

PROPOSED SURFACE

PROPOSED BASE

HEADER CURB, AS SHOWN

NOTES:

TYPE nAn CURB SEE NOTES 3 AND 4 TIE-IN OF PROPOSED

CONSTRUCTION TO EXISTING 1. ROADWAY WIDTH, MEASURED FACE TO FACE OF CURBS. 2. ROADWAY CROSS SLOPE: 0.02 FT/FT, UNLESS OTHERWISE SHOWN OR DIRECTED. 3. EXISTING GRANITE CURB IS TO BE REPLACED AND/OR NEW GRANITE CURB SHALL BE INSTALLED PER CITY RESOLUTION

2004-170. 4. GRANITE CURB MAY BE REPLACED WITH TYPE "A" CURB AT THE RADII, DRIVEWAY AND/OR ALLEY CURB CUTS, AND CURB

RAMPS. 5. BRICK ROADWAYS SHALL END WITH A "HEADER CURB", IF NO OTHER BARRIER IS AVAILABLE. 6. SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "0" CURB. 7. ALTERNATE BASE MATERIAL MAY BE 9" OF RECYCLED CONCRETE, WITH APPROVAL OF THE ENGINEER.

SYMMETRICAL ABOUT

R/W VARIES R/W

NOTES:

SLOPE TO EXISTING

1-1/2" SEE NOTE 3


8" ROADWAY BASE ----'

STANDARD SECTION ~EW

I 12'- 0"

SLOPE TO EXISTING


6" ROADWAY BASE, SEE NOTE 1


ALTERNATE SECTION VIEW

EXISTING SURFACE

SAW CUT

PROPOSED SURFACE

EXISTING BASE


1. BASE THICKNESS SHOWN IS FOR LlMEROCK, ALTERNATE MATERIALS MAY A REQUIRE DIFFERENT THICKNESS. 2. FOR ALLEY APRON, SEE CITY STANDARD DETAIL-ALLEY APRON. 3. INVERTED CROWN MAY NEED TO BE GREATER THAN SHOWN TO MATCH SITE CONDITIONS. MAINTAIN A

MINIMUM OF 1/4" PER FOOT OF STANDARD CROSS SLOPE, EXCEPT ADJUST TO 1" PER FOOT MAXIMUM TO MATCH EXISTING DRIVEWAY OR PROPERTY LINE ELEVATION.

REVISIONS

BY DATE

SWB 09/96

SWB 06/98

CIT Y

~ Ill':, ~ ~

S TAN DAR D S

APPROVED BY:

ALLEY PAVING DETAIL

DATE: MARCH 1993 ENGINEERING DEPARTMENT SWB 06/02 CITY of ST. PETERSBURG

03/06 SCALE: N.T.S.

DWG. No.

S20- 7 J------+--...:......--t-------1 ~ /3, lJk SWB DIRECTOR

A

EXISTING CURB, TYP.

12' HEADER CURB TO MATCH INVERTED CROWN OF ALLEY

A

L ----------~~~~~~=. en J a::: ::l u a.. "0

NOTES:

----------~~~~~~~

EXISTING ALLEY ALLEY APRON ---.~~~~==~~----~~~~~~~~~~

SEE NOTE 5

TRANSITION LENGTH AS ORDERED BY ENGINEER, SEE NOTE 2

PLAN VIEW

R/W

0 a::: 0

·v N

z o i= Vi z « ~ "i-0

to

I MATCH ALLEY PLAN ELEVATION HEADER CURB, AS SHOWN

-~-:X~:T~~~S~U:R::~:~:E~-~~~~§§~~~~7~-~-~-~-~-~-~-~-~ SEE NOTE 5

EXISTING ROADWAY

SECTION A-A

1. THIS DETAIL IS APPLICABLE FOR UNIMPROVED ALLEYS OR INCONJUCTION WITH CITY DETAIL-ALLEY PAVING. 2. CONSTRUCT COMPACTED SHELL TRANSITION TO MATCH ELEVATIONS AS REQUIRED 6" THICK. 3. EXISTING CURB SHALL BE REPLACED WITH DROPPED CURB, IF EXISTING BACK OF CURB IS NOT DROPPED. 4. FOR CURB REQUIREMENTS SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "D" CURB. 5. FOR COMPONENTS SEE STANDARDS DETAIL-ALLEY PAVING.

CIT Y S TAN 0 REVISIONS

BY DATE

SWB 06/98

A R 0 S

ALLEY APRON DETAIL




~L3, IJ:L DIRECTOR

DWG. No.

S20- 8 SWB 03/06

SCALE: N.T.S.

EXISTING SURFACE

ft TYPE SP -1 SURF ACE COUR SE, OVERLAY MI N IMU M 1" THICK

I' 4' TO 6' SAWCUT-BUTT JOINT, TYP. (LIMITS OF MILLING)

~LL~·-.L,L7 "7/7// -l MILLING DEPTH: 1" TO 1-1/2"

r------------~ BELOW EXISTING SURFACE

BEGINNING OR END OF OVERLAY TRANSITION

TYPE SP-1 SURFACE COURSE) 6'± / MATCH EXISTING FLOW LINE OVERLA Y MINIMUM 1" THICK (LIMITS OF MILLING)

rY~ »f'0: E/L L rT. // .•.. :. MILLING DEPTH: 1" TO 1-1/2" EXISTING SURFACE - - - - - - - - -=.:";~:: BELOW EXISTING SURFACE

~

TYPE "A" CURB

TYPE SP-1 SURFACE COURSE) 6'± IpMAINTAIN 1/4" ABOVE CURB EDGE OVERLA Y MINIMUM 1" THICK (LIMITS OF MILLING) MILLING DEPTH: 1" TO 1-1/2"

BELOW EXISTING SURF ACE :R/L L ..L ~ . '. :.f"'-~,\: / / ....,'... ),jA,

EXISTING SURFACE - - - - - - - - -:::::j.;'~"':'~";~'::

TYPE "B" CURB

TYPE SP-1 SURFACE COURSE) 6'± ~MATCH AT CURB EDGE CURB EDGE OVERLA Y MINIMUM 1" THICK (LIMITS OF MILLING)

.EL L L / 7/ »f~ EXISTING SURFACE - - - - - - - - - "-

'--

TYPE "c" CURB MILLING DEPTH: 1" TO 1-1/2" BELOW EXISTING SURFACE

TYPE SP-1 SURFAC~ COURSE) 6'± f MAINTAIN 1/4" ABOVE CURB EDGE OVERLA Y MINIMUM 1 THICK (LIMITS OF MILLING)

:ELJ:....:...u; / :::. 0,~ / ./ .'~' .,.".. ' ..... EXISTING SURFACE - - - - - - - - -i~',,: ... ~:.':-:

TYPE "0" CURB "'-MILLING DEPTH: 1" TO 1-1/2" BELOW EXISTING SURFACE

NOTES: 1. TACK COAT SHALL BE APPLIED AS PER TECHNICAL SPECIFICATIONS, OR AS DIRECTED. 2. CURBS SHALL NOT BE SCARRED, OR DAMAGED AS A RESULT OF THE MILLING ACTIVITIES, 3. SAWCUT-BUTT EDGE SHALL BE A MINIMUM 1" DEEP AND HAVE A CLEAN EDGE, NOT RAVELED,

C I T Y S T A N 0 A R D S REVISIONS COLD MILLING PAVEMENT I ~ I

BY DATE I IlL I SWB 06/02 I ~ I TRANSITION DETAILS

I ~ I SWB 03/06 APPROVED BY: DATE: JUNE 2001 ENGINEERING DEPARTMENT

CITY of ST. PETERSBURG ~L3. M- DWG. No.

S20- 9 SCALE: N.T.S. DIRECTOR

24"

R=1 /2" \1-_..:..=. __ 2t-4

• .. • ----'=_~ ~\ 12"

N

ROADWAY

~f:_/

~ . ~----------~~ DEPTH OF SAW CUT FOR CONTRACTION 8"

JOINT. SEE NOTE 2. BELOW

FULL SECTION VIEW TYPE "D" TYPE "B"

.--------SLOPE PAVEMENT TO MATCH AT ALLEY OR DRIVEWAY ------,

N

~

I N

24"

12"

1/2" ~I

N

ROADWAY

#4 REBAR L- DEPTH OF SAW CUT FOR CONTRACTION ~

TYPE "B" JOINT. SEE NOTE 2. BELOW

DROP SECTION VIEW

24"

14" 10"

5"

ROADWAY~

1" DEEP SA W CU T FOR mu--I-+-'--rl-:-+ CONTRACTION JOINT. SEE

NOTE 2. BELOW #4 REBAR ~---F,-{

..l..-_-+-_~"""----'-_ #4 REBAR

6-1/2' -, , .. TYPE "A" DROP CURB TYPE "A" OR HEADER CURB

R=3/4"

ROADWA Y ~ =;"..1....-_,......-

1" DEEP SAW CUT FOR CONTRACTION JOINT. CONTRACTION JOINTS SHALL BE AT 10' CENTERS. EXPANSION JOINTS SHALL BE AT EACH PC/PT OF THE PAVED AND BRICK MEDIAN

NOTES:

I ~-1/~'1 TYPE "c" CURB

1. WHEN REMOVING EXISTING CURB. THE CURB SHALL BE SAW CUT AT THE NEAREST CONTRACTION JOINT AND A FULL SECTION OF CURB REPLACED.

2. INSTALL EXPANSION JOINTS AT 50' INTERVALS. SAW CUT CONTRACTION JOINTS AT 10' INTERVALS. SAW CUTS SHOULD BE AVOIDED WITHIN VALLEY GUTTERS AND WITHIN CURB AND GUTTER ENDINGS.

REVISIONS

BY DATE

SWB 09/96

SWB 06/98

SWB 06/02

SWB 03/06

CIT Y S T A N 0 A R D S

TYP E "A", " B" , AND "0" CURB

"C" , DETAIL

APPROVED BY: DATE: MARCH 1993 ENGINEERING DEPARTMENT CITY of ST. PETERSBURG

SCALE: N.T.S.

DWG. No.

DIRECTOR S20-10

TOC TRANSITION PREFERRED MATCH

.. .. PROPOSED CURB EXISTING CURB .. -TYPICAL TRANSITION PROFILE OF PROPOSED TO EXISTING TOP OF CUR8

I'" ... I TRANSITION

~~~~~~~1 ~ a.. 0::: o () a..

MATCH @

FLOW LINE

@ CURB RETURN CONNECTION

~ a.. 0::: o TRANSITION () f-..-f--'-'-"-"::"=:"":"':"::;':"':'"

a.. --=::.J.~~-=--=--=--=--=---1

MATCH @

FLOW LINE


~ a.. 0::: o TRANSITION (), ~ __ t-'-'-:.c....:;...;..;::..;...:..:-=..;....;.

a.. ::::::::=::::::;i:--=--=--=--=--=--=i

MATCH @

FLOW LINE


NOTE:

1 ..... 1 TRANSITION

{~----~~~=-~~~~~~~1

MATCH @

FLOW LINE

@ STRAIGHT CONNECTION

TYPE "8" TO TYPE "0"

I ..... I TRANSITION

f---~~-=--=--=--=--=--=i

MATCH @

FLOW LINE


TYPE "8" TO TYPE "A"

I" .. , TRANSITION

f-----:...-____ -:::::_ -=--=--=- -=-~

MATCH @

FLOW LINE


TYPE "0" TO TYPE "A"

ALL TRANSITIONS SHALL BE 3'-0" IN LENGTH.

CIT Y S TAN 0 A R 0 S REVISIONS

ISOMETRIC

ISOMETRIC

ISOMETRIC

~ CURB TRANSITIONS DETAIL BY DATE IlL

~~ SWB 06/98 ~

SWB 06/02 APPROVED BY: DATE: MARCH 1993 ENGINEERING DEPARTMENT SWB 03/06 CITY of ST. PETERSBURG ~13, ~:kv- DWG. No.

SCALE: N.T.S. S20-11 DIRECTOR

LANE LINE OR ct EXISTING ROADWAY

= ::::!: SEE NOTE 1 'i' ~ ....----SEE STANDARD OETAIL-

= I. A "0 z CURB TRANSITIONS

~~b 1------1---..-_-_-_-_-_-~..,j._-:;~-f-.---""'7'---I~--~-=-' -1 EXISTING FL; UNE

IT B A 4 <1~ 4 -1 ~XISTING ~URB' TYPE "A" ,"B" OR "0"

ROADWAY ------~

PROPOSED CURB TYPE "s" OR "0"

3'-0"

w 18"

PLAN

() a.

VARIES 12" 12"

()

z :::J

3: 0 -l I.J...

R=1/2"\ R= w z :::J g R=1 2"

-\, • • • ~p' ~[ • • ~ -4 #4 REBAR, TYP.

_ .. ROADWAY .. 1 #4 @ 10" OC, TYP.

SECTION A-A SECTION 8-8

NOTES: 1. CONFIGURATION FOR DIRECTION OF FLOW TO SUIT EACH APPLICATION. 2. DO NOT USE VALLEY GUTTER UNLESS ALL OTHER ALTERNATIVES HAVE BEEN ELIMINATED.


~ BY DATE Ill:. VALLEY GUTTER DETAIL

SWB 06/98 ~\ ~

SWB 06/02 ENGINEERING DEPARTMENT APPROVED BY: DATE: MARCH 1993

SWB 03/06 CITY of ST. PETERSBURG OWG. No.

S20-12 ~t3,~ DIRECTOR SCALE: N.T.S.

NOTES:

R=1/2·~~5,;;;...."-t/R=1"

....--------~r----,,........r--T1BRICK OR ASPHALT PAVEMENT, .. ,-., TYPE "A" CURB ONLY e. (0

~ (d' . '4 -

~

I N

.r t, ~ .. ~ 1I '. "

~ .. 4 ..

I 2-1/2", TYP'I 1--1 5-9/16" ... ..

TYPE "A" REPLACEMENT CURB

R=1/2" R=1"

~5-9/16"/ I .;' '·4

.. ,.

I 2-1/2", TYP'I 1--1 .. .. 5-9/16"

TYPE "A" REPLACEMENT DROP CURB

BRICK OR ASPHALT PAVEMENT, TYPE "A" CURB ONLY

1. WHEN REMOVING EXISTING CURB, THE CURB SHALL BE SAW CUT AT THE NEAREST CONSTRUCTION JOINT AND A FULL SECTION OF CURB REPLACED.

2. INSTALL EXPANSION JOINTS AT 50' INTERVALS, SAW CUT CONTRACTION JOINTS AT 10' INTERVALS. 3. WHEN TYPE "A" CURB IS DROPPED FOR ALLEY, DRIVEWAY OR SIDEWALK CURB RAMP, FULL SECTION CURB

SHALL BE MAINTAINED.

REVISIONS

BY DATE

SWB 06/98

SWB 06/02

SWB 03/06

C I T Y S TAN 0 A R D S I ~ I I IlL I I ~ I I ;IDe I


SCALE: N.T.S.

TYPE 'A' CURB REPLACEMENT DETAIL

APPROVED BY:

't4owo1B. I;i~ DIRECTOR

DATE: JANUARY 1995

DWG. No.

S20-13

~ ~ 6' DRIVEWA Y f- I MIN~ 1 SEE NOTES 1 & 2'1

12" MIN.

6' SEE NOTE 8

TYPE "0" CURB

MATCH AT BACK OF CURB,

6' APRON-SEE NOTE 8 \

6" RIE~EAL] 1_ 3' : 1.£'1.."-I APRON -~-=-=-= ----

1" LIP

A T TOP OF CURB

TYPE "0" CURB

~ ~ 6' DRIVEWAY 6' ~ ~ f- I MIN~ 1 SEE NOTES 1 & 2'1 MIN~ I f-

_ a.. 1"->

f-

12" MIN.

I I

I SEE --+--+---SYMMETRICAL ABOUT ct .. iNOTE 8 6'

TYPE "B" CURB TYPE" A" CURB

TYPICAL PLAN VIEWS



3" RIE~EAL] I" 3' : I.£'~ I APRON ---- -=

1" LIP

AT TOP OF CURB



6" RIE~EAL] I" 3' : I.£'a-'-I APRON --==-~.=::-- -----

DROP FULL CURB SECTION THRU WIDTH OF DRIVEWAY, TYPICAL

TYPE "B" CURB TYPE "A" CURB

TYPICAL CURB ELEVATION VIEWS LOOKING A T FACE OF CURB

EXPANSION JOINT 12" MINIMUM

~~:~~A~LOW L:IN~E:'~~~-i __ ~~D~R~I~VE~W~A~Y==::r";'~~'~~~"'~'.;:~.~ •• ~~t==t====~ DRIVEWAY

__ ---"1 50 MAX.

__ ---"1 12 MAX. R/W LINE

"DROPPED" CURB, TYP. BACK OF CURB DRIVEWALK

NOTES: TYPICAL SECTION THRU DRIVEWAY AND DRIVEWALK 1. DRIVEWAY WIDTHS: 10' MINIMUM TO 20' MAXIMUM, STANDARD, WITH UPTO 50% VARIANCE TO 30' AS PER

CITY CODE SECTION 29-209. 2. IF EXISTING DRIVEWAY IS LESS THAN 10' WIDE AT THE R/W LINE: REPLACEMENT WIDTH AT BACK OF

SIDEWALK SET AT 10' WIDE, THEN TAPER 1: 6 TO MATCH EXISTING WIDTH. 3. ALL RESIDENTIAL CONCRETE DRIVES SHALL BE PLACED ON A COMPACTED SUBGRADE AND SHALL BE A

MINIMUM OF 5" THICK REINFORCED WITH A SINGLE LAYER OF WWF 6x6- W1.4xW1.4. 4. ALL CONCRETE SHALL BE 3000 psi @ 28 DAYS MINIMUM. 5. ALL ASPHALTIC CONCRETE DRIVEWAYS SHALL BE PLACED ON A MINIMUM 5" COMPACTED LlMEROCK OR

SHELL BASE OVER A COMPACTED SUBGRADE, AS APPROVED BY THE ENGINEER. ASPHALTIC DRIVES SHALL BE A MINIMUM 1" THICK OF DOT TYPE S-III ASPHALTIC CONCRETE, OR OTHER ASPHALTS WITH APPROVAL BY THE ENGINEER.

6. ALL BRICK DRIVEWAYS SHALL BE PLACED ON A 1" COMPACTED SAND BED OVER A MINIMUM 5" COMPACTED SHELL SUBGRADE.

7. NO DRIVEWAYS SHALL BE ALLOWED IN CURB RADII. 8. WHEN THE SIDEWALK ABUTS THE CURB THE WING SHALL BE 6' WIDE AS SHOWN. 9. FOR DROPPED CURB REQUIREMENTS, SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "0" CURB.

REVISIONS

BY DATE

SWB 09/01

SWB 06/02

CIT Y

IlL

S TAN DAR D S RESIDENTIAL DRIVEWAY CONSTRUCTION DETAIL


SWB 06/04 ENGINEERING DEPARTMENT t!:JL

CITY of ST. PETERSBURG L j/, . . . /J r----+-----'---t--------f ~ O.

DWG. No.

S20-20 SWB 03/06 SCALE: N. T.S. DIRECTOR

6"

a..: >I-

NOTES:

Ie. 6' DRIVEWAY 6' Ie. ~ I-

el

Ie. 6' DRIVEWA Y (1) AND (2) -, MIN~ I I" -,. () ( ) SEE NOTE 10 MIN. 1 AND 2

~==-::,~==:.....:....=~-:-~--==;kt-=~-.l

MATCH

6'

12" MIN.

SEE NOTE 8

TYPE "0" CURB

APRON

LIP

AT TOP OF CURB

GUTTER FLOW LINE

TYPE "0" CURB

ROADWAY

w ~ I=t==~ x w 1--1--_

3' , SEE --+--;---

SYMMETRICAL ABOUT <C. !NOTE 8 6' -I

TYPE "B" CURB TYPE" A" CURB

TYPICAL PLAN VIEWS MA TCH AT BACK OF CURB'.

I" 6' APRON-(8) \

3" REVEALl I" 3' : Il>~ I APRON -----

1 LIP

A T TOP OF CURB

GUTTER FLOW LINE

TYPE "B" CURB

DROP FULL CURB SECTION THRU WIDTH OF DRIVEWAY, TYPICAL

TYPE "A" CURB

TYPICAL CURB ELEVATION VIEWS LOOKING AT FACE OF CURB

EXPANSION JOINT-(11)

DRIVEWAY

__ -...111

12 MAX.

__ -...111

50 MAX.

DRIVEWAY

R/W LINE

"DROPPED" CURB, TYP. BACK OF CURB DRIVEWALK

TYPICAL SECTION THRU DRIVEWAY AND DRIVEWALK

1. DRIVEWAY WIDTHS: 12' MIN. TO LIMITS AS APPROVED BY THE ENGINEERING, STORMWATER, & TRAFFIC OPERATIONS DIRECTOR. 2. IF EXISTING DRIVEWAY IS LESS THAN 12' WIDE AT THE R/W LINE: REPLACEMENT WIDTH AT BACK OF SIDEWALK SET AT 12'

WIDE. CENTERED ON EXISTING DRIVEWAY LOCATION. 3. ALL COMMERCIAL CONCRETE DRIVES SHALL BE PLACED ON A COMPACTED SUBGRADE AND SHALL BE A MINIMUM OF 6"

THICK AND REINFORCED WITH A DOUBLE LAYER OF WWF 6x5-Wl.4xW1.4. 4. ALL CONCRETE SHALL BE 3000 psi @ 28 DAYS MINIMUM. 5. ALL ASPHALTIC CONCRETE DRIVEWAYS SHALL BE PLACED ON A MINIMUM 8" COMPACTED LlMEROCK OR SHELL BASE OVER A

COMPACTED SUB GRADE, AS APPROVED BY THE ENGINEER. ASPHALTIC DRIVES SHALL BE A MIN. 1" THICK OF FOOT TYPE S-III ASPHALTIC CONCRETE, OR OTHER ASPHALTS WITH APPROVAL BY THE ENGINEER.

6. ALL BRICK DRIVEWAYS SHALL BE PLACED ON A 1" COMPACTED SAND BED OVER A MINIMUM 8" COMPACTED SHELL SUB-GRADE WITH APPROVAL FROM THE ENGINEERING, STORM WATER, & TRAFFIC OPERATIONS DIRECTOR.

7. NO DRIVEWAYS SHALL BE ALLOWED IN CURB RADII. 8. WHEN THE SIDEWALK ABUTS THE CURB THE WING SHALL BE 5' WIDE AS SHOWN. 9. FOR DROPPED CURB REQUIREMENTS, SEE STANDARD DETAIL-TYPE " A", "B", "C", AND "0" CURB.

10. WHERE A SIDEWALK MEETS A DRIVEWAY, THE SIDEWALK PANELS ON BOTH SIDES OF DRIVEWAY SHALL HAVE A DETECTABLE WARNING SURFACE. WHERE A CURB IS PRESENT, PROPOSED, OR THE LANDING SLOPE IS GREATER THAN 2%, A CURB RAMP SHALL BE REQUIRED, SEE STANDARD DETAIL-TYPE I, II, AND III SIDEWALK CURB RAMP, AND CITY STANARD DETAILDETECTABLE WARNING SURFACES.

11. EXPANSION JOINT SHALL CONSIST OF CONTINUOS 1/2"x5" MINIMUM, BITUMINOUS EXPANSION STRIP.

REVISIONS

BY DATE

SWB 06/02

SWB 06/03

SWB 06/04

SWB 03/06

c T Y S TAN 0 A R 0 S

ENGINEERING DEPARTMENT CITY of ST. PETIERSBURG

SCALE: N.T.S.

COMMERCIAL DRIVEWAY CONSTRUCTION DETAIL


~L3!~ DIRECTOR

DWG. No.

S20-21

NORMALLY 48' MAXIM~~50-7'-----, -----...... -11

DRIVEWAY ~E~PANSION

DR+AlK / \

I-EXPANSION JOI~T ~

V ~ ~ " ~

JOINT

WIDTH, SEE NOTE 5 J / STRUCK JOINT.-/

DRIVEWAY I ... t .. 1

EQUAL TO SIDEWALK WIDTH (6' MAXIMUM)

iSEE NOTE 47

~BROOM

:z I '/'::::;:/;:> EXPANSION JOINT

TYPICAL PLAN

STRUCK JOINT SEE NOTE 5

DRIVEWALK REINFORCEMENT; '\ /DRIVEWALK THICKNESS; RESIDENTIAL-SINGLE LAYER: WWF 6x6-W1.4xW1.4 RESIDENTIAL-5" COMMERCIAL-DOUBLE LAYER: WWF 6x6-W1.4xW1.4 I_ SEE NOTE 5

j COMMERCIAL-6"

,-EXPANSION JOINT \ 1\ ( 12" MINIMUM

~ DRIVEWAY ~~~'''.Io-'--' ~... DRIVEWAY

11 50 MAX~ 1 ~ -....... '- EXPANSION JOINT -12 MAX. ~

COMPACT "-

~ J_:. ' .. 4~ .. • }-~~

AS REQUIRED 0::

TYPICAL DRIVEWALK SECTION NOTES: 1. SIDEWALKS SHALL BE CONCRETE AND HAVE TOOLED EDGES. 2. RESTORATION AND UTILITY CUTS SHALL BE A MINIMUM FULL PANEL BETWEEN EXISTING JOINTS. 3. EXPANSION JOINTS SHALL BE INSTALLED WHERE SHOWN AND AT 50' MAXIMUM SPACING. 4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2"x6" MINIMUM, BITUMINOUS EXPANSION STRIP. 5. SIDEWALKS SHALL CONFORM TO CITY CODE SECTION 16-857 AS FOLLOWS: SIDEWALKS SHALL BE REQUIRED

ON BOTH SIDES OF ALL MAJOR ARTERIAL AND COLLECTOR STREETS; ON THE NORTH AND WEST SIDES OF OF ALL LOCAL STREETS, COMMERCIAL SERVICE STREET; AND LOCAL STREETS LEADING TO SCHOOLS, PARKS, SHOPPING CENTERS, CHURCHES, AND OTHER PUBLIC FACILITIES. SIDEWALK WIDTHS SHALL BE NOT LESS THAN THE FOLLOWING: A-6' ALONG ARTERIAL AND COLLECTOR ROADWAYS. B-4' ALONG ROADWAYS NOT DESIGNATED ON TRAFFIC CORRIDORS MAP, IN RESIDENTIAL AND INDUSTRIAL

ZONES. * C-5' ALONG ROADWAYS NOT DESIGNATED ON THE TRAFFIC CORRIDORS MAP, IN COMMERCIAL AND OFFICE

ZONES.* D-4' FOR PEDESTRIAN CROSSWALKS. E -12' FOR PEDESTRIAN/BICYCLE JOINT USE. *-ALL SIDEWALKS ABUTTING CURBS SHALL BE 6' WIDE, MININUM.

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

SWB 03/06

SWB 09/06

CIT Y S TAN 0 A R 0 S

ilL


SCALE: N.T.S.

SIDEWALK AND DRIVEWALK CONSTRUCTION DETAIL


l(~d~ DIRECTOR

DWG. No.

S20-22

11'-2' MIN.

(MID POINl)

TYPE III

DETECTABLE WARNING AREA

SIDEWALK CURB, TYPICAL

4' MIN.

M

I. • I

TYPE III TYPE I AND TYPE II FOR TYPE B CURB

TYPE I AND TYPE II FOR TYPE A OR D CURB FOR TYPE B CURB FOR TYPE A OR D CURB

NOTES:

CURB FLOW UNE

ROADWAY SURFACE

1-----\- 2' DETECTABLE WARNING AREA 6'-0 STD. 4' MIN. LANDING

1-+---::-::--++_ 0.02 1: 12

0.02

SECTION THROUGH TYPE I, II, AND III RAMP RUN FOR TYPE A CURB

1---...... -1I~ 2' DETECTABLE WARNING AREA

3'-0' STD. 4' MIN. LANDING EX. SIDEWALK

0.02

SECTION THROUGH TYPE I, II, AND III RAMP RUN FOR TYPE B CURB

CURB FLOW UNE " ROADWAY SURFACE

1-----0-1- 2' DETECTABLE WARNING AREA 6'-0' STD. 4' MIN. LANDING

~-:-:--+--+_ 0.02 1:12

0.02

SECTION THROUGH TYPE I, II, AND III RAMP RUN FOR TYPE D CURB

SEPARATELY CAST MONOLITHIC CAST

SIDEWALK CURB OPTIONS

1. FOR DETECTABLE SURFACE REQUIREMENTS AND OPTIONS, SEE STANDARD DETAIL-DETECTABLE WARNING SURFACES. 2. IF CONDITIONS DO NOT ALLOW TRANSITION SLOPES ON TYPE I RAMPS, USE TYPE III RAMPS. 3. ALL EDGES ABUTTING CURB AND SIDEWALK SHALL HAVE 1/2" BITUMINOUS STRIP EXPANSION MATERIAL. 4. FOR CONDITIONS NOT SHOWN, SEE FOOT INDEX 0304; PAGES 1 OF 5 THRU 5 OF 5, WITH A REVISION DATE OF 07/24/02,

OR LATER. 5. RAMPS SHALL BE PERPENDICULAR TO CURB/ROADWAY AND SHALL BE SLOPED IN ONE DIRECTION ONLY. 6. RAMP WIDTH MAYBE REDUCED TO 3' WIDE, IN RESTRICTED CONDITIONS, WHEN APPROVED BY THE ENGINEER.

REVISIONS

BY DATE

SWB 06/03

SWB 06/04

SWB 03/06

SWB 09/07

c T Y

IlL

S TAN DAR

TYPE I, II, CURB

APPROVED BY:

D S

AND III RAMP

SIDEWALK DETAIL


SCALE: N.T.S. ~8.~

DATE: MARCH 1993

DWG. No.

S20-23 DIRECTOR

4' TYPICAL

RUNNING BOND PATTERN

4' TYPICAL , 1

[la°OOOOOOOOOOOOOOOOOOOOOO

~ 000000000000000000000000 < 000000000000000000000000

~ ~~~~~~~~~~~~~~~~~~~~~~~~ a.. 000000000000000000000000 >- 000000000000000000000000

I- 000000000000000000000000 000000000000000000000000

~ 000000000000000000000000

N ~~~~~~~~~~~~~~o~~~~~~~~~

HERRINGBONE PATTERN

BRICK DETECTABLE WARNING PATTERNS SEE NOTES 3,4,AND 5

1 '

4' TYPICAL

'I

[

0ilio 00 0 0 0 0 ~llO 0 0 0 0 0 O~llOOO 000 <i. oooo~oooo~~~~~~ ~ ~~~~~~~~~~~~~~~~~~~~~~~~ a.. ~omOo~omOo~omOO >- r~oooo·",..;-;:;-;:;oooo~

I- ~~~~~~~~~~~~~~~~~~~~~~~~ o~lloo~ ~Il ~o~lloo~ N 0 0 0 0100 00 0 0 0 oro 0 0 0 0 0 0 010 0 0 0 000000000000000000000000

PARQUET PATTERN

• 4' MINIMUM OR 'I / ADDITIONAL PANELS AS 1 FULL RAMP WIDTH L REQUIRED, TYP.

[too 00 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000 ~ 000000000000000000000000000000000000 < 000000000000000000000000000000000000 u 000000000000000000000000000000000000 _ 000000000000000000000000000000000000 a.. 00000000000000000000000000000000000 >- 00000000000000000000000000000000000

t- ~ ~ ~ ~ ~ ~~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~ _ 000000000000000000000000000000000000 N 000000000000000000000000000000000000

o C?.9:2..? 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 00 0 0 0 0 0 0 0 002.,..0 0

AS PER MATERIAL AND LOCATION 1 • -I 00000000000000000000002.,..0

~ ooooooooooooooooooooo~o

(24"x48" UNIT SHOWN)

CAST IN PLACE DETECTABLE WARNING SURFACE TILE

SEE NOTE 6

r- 00000000000000000000000 0r1,TRUNCATED DOME, SEE DETAIL

~ 000000000000000000000000 0 00 rt u 000000000000000000000000

c:::>- 000000000000000000000000 00 oo~oo _~ 1.6" MIN. TO 2.4" MAX. 000000000000000000000000

t- 000000000000000000000000 0 _

VARIES: 0.9" MIN. TO 1.4" MAX. DIA., TOP DIA. TO BE 50% MIN. TO 65% OF THE BASE DIA.

_ ooooooooooooooooooo~oooo

N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I I' I / 2" TYP. 000000000000000000 0000 :::-..

L-000000000000000000000000 I P DOME PATTERN SHALL BE IN-LlNE-4 -tt1.6" MIN. TO 2.4" MAX. WITH DIRECTION OF TRAVEL

INTEGRAL DOME

At I Lf 0.2", TYPICAL

TYPICAL PLAN VIEW TRUNCA TED DOME

DETECTABLE WARNING PATTERN AND SURFACE TYPES

NOTES: 1. CURB RAMP DETECTABLE WARNING SURFACES SHALL EXTEND THE FULL WIDTH OF THE RAMP. DETECTABLE WARNING SUR

FACE SHALL BE CONSTRUCTED BY TEXTURING A TRUNCATED DOME PATTERN IN CONFORMANCE WITH THE U.S. DEPARTMENT OF A.D.A. STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. ACCESSIBILITY GUIDELINES, SECTION 4.29.2, SEE DETAIL ABOVE. THE TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS.

2. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES, EITHER LlGHT-ON-DARK OR DARK-ON-LiGHT. COLOR AND DOME CONFIGURATION SHALL BE CONSISTENT AT EACH RAMP.

3. DETECTABLE WARNING PAVERS SHALL CONFORM TO ASTM: C 902 "PEDESTRIAN AND LIGHT TRAFFIC PAVING BRICK". 4. DETECTABLE WARNING PAVERS SHALL BE ON 1" SAND BED COMPACTED, OVER NATIVE SOIL COMPACTED TO 98% OF

MAXIMUM DENSITY. 5. DETECTABLE WARNING PAVERS SHALL BE AS MANUFACTURED BY PINE HALL BRICK OR EQUAL. 6. CAST IN PLACE DETECTABLE WARNING SURFACE TILE SHALL BE AS MANUFACTURED BY ARMOR-TILE OR EQUAL. (PART NO.

ADA-C-2448, Wi DETECTABLE WARNING SURFACE TILE IN LINE) 7. METHODS OR PRODUCTS USED TO FORM DETECTABLE WARNINGS IN WET CONCRETE WILL NOT BE PERMITTED. 8. ALL MATERIALS SHALL BE INSTALLED AS PER THESE CONDITIONS AND THOSE OF THE MANUFACTURES REQUIREMENTS.

C I T Y S REVISIONS

I ~ I BY DATE I flC I SWB 03/06 I ~ I

I ~ I SWB 09/07


SCALE: N.T.S.

TAN 0 A R 0 S

DETECTABLE SURFACES

APPROVED BY:

~g,ilk DIRECTOR

WARNING DETAIL

DATE: JUNE 2003

DWG. No.

S20-24

DRIVEWAY

CONCRETE

MATCH EXISTING WIDTH BLOCK DIMENSIONS, COLOR AND PATTERN SHALL MATCH EXISTING

TYPICAL HEXBLOCK SIDEWALK PLAN

3'-9" TO 4'-6" 3"

OR AS SHOWN ON PLANS "I r ///~ .'J

1" SAND BED '~\~:;;~ ';:' j COMPACTED SUBGRADE ~ ,>S> /,

DELETE IF ABUTTING STREET CURB

5" RESIDENTIAL 6" COMMERCIAL

PRECAST OR CAST-IN PLACE CONCRETE CURB

TYPICAL SECTION

R/W 12"

MINIMUM

~ I ~~~==~~=~1~1-l~.:5~0~MA~x!~1~~",,---1 r -- . -, 12 MAX. I---- - ---.J REINFORCEMENT: 6x6-W1.4xW1.4

COMPACT SINGLE LAYER FOR 5" RESIDENTIAL DOUBLE LAYER FOR 6" COMMERCIAL

TYPICAL SIDEWALK SECTION ACROSS DRIVEWAY

NOTES: L BLOCK THICKNESS = 2" MINIMUM, STANDARD HEXBLOCK IS 18" WIDE, EDGE TO EDGE, 2. BLOCK JOINT TOLERANCES: GAP @ 1/4" MAXIMUM, AND 1 /8" VERTICAL MAXIMUM. 3. CONSTRUCT CONCRETE DRIVEWALK AT DRIVEWAY CROSSINGS. SEE STANDARD DETAIL-SIDEWALK AND DRIVE

WALK CONSTRUCTION. 4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS SHOWN.

REVISIONS

BY DATE

SWB 06/98

SWB 06/02

SWB 06/03

SWB 03/06

C I T Y S TAN DAR D S I fiJi I I Ill:, I I ~\ I I ~ I


SCALE: N. T.S.

HEXBLOCK SIDEWALK REPLACEMENT DETAIL


DWG. No.

S20-28

REVISIONS

BY DATE

SWB 06/02

SWB 06/03

SWB 03/06

SWB 09/07

PLAIN

SPACE 5 TO 6 BLOCKS BETWEEN COLORS

BLUE, RED, OR CHARCOAL

SPACE 5 TO 6 BLOCKS BETWEEN COLORS

BLUE, RED, OR CHARCOAL

CIT Y S TAN 0 A R 0 S ~ {K ~,

~

HEXWALK COLOR PATTERNS DETAIL

APPROVED BY: ENGINEERING DEPARTMENT

~/3.i1~ DATE: MARCH 1993

DWG. No. CITY of ST. PETERSBURG

SCALE: N.T.S. DIRECTOR S20-29

FINISHED GRADE

BACKFILL

12" OVERLAP

FINISHED GRADE

FILTER AGGREGATE, LIGHTLY COMPACTED

FILTER FABRIC WRAP

: <!)

2'-0"

AS SHOWN ON THE PLANS OR AS DIRECTED IN THE FIELD

o ~ U

: W 00:: 10

nUl « 0:: o

ROADWAY -

TYPICAL CROSS SECTION VIEW

CAST IRON FRAME AND COVER U.S. FOUNDARY HUSF 7621, OR EQUAL LABEL LID: STORM DRAIN

16" DIA. X 8" CONCRETE COLLAR

PVC CLEAN OUT PLUG

PVC PIPE, NON-PERFORATED

PVC 11 1/4' BEND

PVC PIPE, NON-PERFORATED

PVC CLEAN OUT PLUG

1'-6" 6"

6" PVC WYE

6" PERFORATED DRAIN W/SOCK

TYPICAL LONGITUDE SECTION VIEW

CIT Y S TAN DAR D S REVISIONS ROADWAY UNDERDRAIN

AND CLEAN-OUT DETAIL BY DATE

SWB 09/96

SWB 06/98

SWB 06/02

SWB 03/06

APPROVED BY: DATE: MARCH 1993 ENGINEERING DEPARTMENT r-____ -r __ ~ __ ~ __ C_IT_Y_O_f_S_T._P_E_TE_R_S_BU_R_G __ ~ ~i3.~

SCALE: N. T. S. DIRECTOR

DWG. No.

S20-30

--r--r-- - - -------- - - -------- - - ----..,.---

/-

FOOT TYPE GUARD RAIL, -H lO

-H "in

~~ :::>:::> z~

~~ ~~

-"<I- 0 ~N

REFLECTOR, TYP. SEE N~E 7 ~

n n n

TYPE "A" CURB W/ ,;- 6" REVEAL, TYPICAL

--~b<"'. ().

-$-~' r 7

15' MIN.

: SEE NOTE 6~ __

I L __

CURB~

~SEE NOTE 7 BELOW n n n

15' MIN.

c...i 0 -cD ~

I. 60' RIGHT-OF-WAY MIMINUM

NOTES: 1. FOR USE AS APPROVED BY THE ENGINEERING DIRECTOR.

2.5' TYP. l' MIN.

.1

2. THIS APPLICATION IS TO BE CONSTRUCTED AT DEAD END RIGHT-OF -WAY WITHOUT ALLEY CONNECTION. R/W TERMINATES DUE TO: EXISTING DITCH, RAILROAD, OR OTHER TYPE OF OBSTRUCTION AND WHERE ADEQUATE SLOPE EXISTS TO GRADE AS SHOWN.

3. SEE STANDARD DETAIL-STANDARD DUTY ROADWAY. 4. SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "0" CURB. 5. SEE STANDARD DETAIL-RESIDENTIAL DRIVEWAY CONSTRUCTION OR COMMERCIAL DRIVEWAY CONSTRUCTION. 6. DRAINAGE STRUCTURES MAY BE REQUIRED. ALL DRAINAGE STRUCTURES SHALL BE ON THE TANGENT OF

THE ROADWAY. 7. GUARD RAIL SHALL BE INSTALLED PER FOOT REQUIREMENTS. REFLECTORS SHALL BE AS FOLLOWS:

2' X 2' DIAMOND SHAPED, ON METAL POST, REFLECTORS SHALL BE RED.

C I T Y S REVISIONS

I ~ I BY DATE I [lL I

SWB 06/02 I ~ I I ~ I

SWB 03/06 ENGINEERING DEPARTMENT CITY of ST. PETERSBURG

SCALE: N.T.S.

TAN 0 A R 0 S ROADWAY WITH TYPE A CURB,

T-TURN AROUND AT DEAD END RIGHT-OF-WAY DETAIL


DWG. No.

DIRECTOR S20-40

--r--r-- - - -------- - - -------- - - ----...,.---

I-FDOT TYPE GUARD RAIL,

NOTES:

-ti If)

REFLECTOR, TYP. SEE N~E 7 ~ ~SEE NOTE 7 BELOW

n n n n n n ~~~~======~======~~========================~

-ti TYPE "A" CURB W/ CURB TRANSITION, ~--]' I" I in / 6" REVEAL, TYPICAL TYPICAL, IF REQUIRED ~I I /""'.

~~/

15' MIN. ROAD SECTION 15' MIN.

I

I SEE NOTE 6 ~ _ _ _ _ I ~ ~~ l

I ..

- f- - - --I( \ r - - - - I I _ t-----\ '-../j--- -L__ 1-( r-J

CURB --.......... I I " I I

I I

60' RIGHT-OF-WAY MIMINUM

.1

"- 0:: W « 000::<

0I(/] ~ Zf-« :::J F=g:;: u (/] :;: "- a... X 0 0 W 0::

o '-'

2.5' TYP. l' MIN.

1. FOR USE AS APPROVED BY THE ENGINEERING DIRECTOR. 2. THIS APPLICATION IS TO BE CONSTRUCTED AT DEAD END RIGHT-OF-WAY WITHOUT ALLEY CONNECTION.

R/W TERMINATES DUE TO: EXISTING DITCH, RAILROAD, OR OTHER TYPE OF OBSTRUCTION AND WHERE ADEQUATE SLOPE EXISTS TO GRADE AS SHOWN.

3. SEE STANDARD DETAIL-STANDARD DUTY ROADWAY. 4. SEE STANDARD DETAIL-TYPE "A", "B", "c", AND "0" CURB. 5. SEE STANDARD DETAIL-RESIDENTIAL DRIVEWAY CONSTRUCTION OR COMMERCIAL DRIVEWAY CONSTRUCTION. 6. DRAINAGE STRUCTURES MAY BE REQUIRED. ALL DRAINAGE STRUCTURES SHALL BE ON THE TANGENT OF



C I T Y S REVISIONS

I ~ I BY DATE I !l.L I

SWB 06/02 I ~ I I ~ I

SWB 03/06 ENGINEERING DEPARTMENT CITY of ST. PETERSBURG

SCALE: N.T.S.

TAN DAR D S ROADWAY WITH TYPE B CURB,



YiMawoL3,~ DIRECTOR

DWG. No.

S20-41

-H to

REFLECTOR, TYP. SEE N~E 7 ------......... FOOT TYPE GUARD RAIL,

~SEE NOTE 7 BELOW

TYPE "A" CURB W/ 3' -H CURB TRANSITION, ~ I I" to 6" REVEAL, TYPICAL TYPICAL, IF REQUIRED "......

+-~~~===================~=====~====== ________ ============~~~~-r.I=-~ ~

r%-1' Q-2<7-i" --~o ~~ ~o ~ 0:: 0 :::J ~ _~~.~'Y Q-2<;f _~~.~'Y l ~ ~ ~ ~

~. -7 ~. ~~o ~ .......... o::w « 000::

()I~ ~ Z~« :::J

, 15' MIN. F 9 ~ () 15 MIN. ROAD SECTION ~ ~.......... ll..

c.5 o ai

X 0 0 W 0::

o '-'"

2.5' TYP.

l' MIN.

FLOW LINE OF TYPE "A" CURB TO MATCH PVMT.

NOTES:

: SEE NOTE 6~_

I L_

CURB

I ..

--....., ---1(-\'1-----....\ '-./r--

",-I I I I I I

60' RIGHT-OF-WAY

MIMINUM

1. FOR USE AS APPROVED BY THE ENGINEERING DIRECTOR.

.1

2. THIS APPLICATION IS TO BE CONSTRUCTED AT DEAD END RIGHT-OF-WAY WITHOUT ALLEY CONNECTION. R/W TERMINATES DUE TO: EXISTING DITCH, RAILROAD, OR OTHER TYPE OF OBSTRUCTION AND WHERE ADEQUATE SLOPE EXISTS TO GRADE AS SHOWN.

3. SEE STANDARD DETAIL-STANDARD DUTY ROADWAY. 4. SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "D" CURB. 5. SEE STANDARD DETAIL-RESIDENTIAL DRIVEWAY CONSTRUCTION OR COMMERCIAL DRIVEWAY CONSTRUCTION. 6. DRAINAGE STRUCTURES MAY BE REQUIRED. ALL DRAINAGE STRUCTURES SHALL BE ON THE TANGENT OF



CIT Y REVISIONS

BY DATE

SWB 06/02

SWB 03/06

S TAN 0 A R D S ROADWAY WITH TYPE D CURB,


APPROVED BY: DATE: JUNE 2001 ENGINEERING DEPARTMENT

t--__ -+ ___ -t-_C_I_TY_Of_ST_._P_E_TE_R_S_BU_R_G_-f~ 13. ~ SCALE: N. T.S. DIRECTOR

DWG. No.

S20-42

+i in

+i in

REFLECTOR, TYP. SE~OTE 7~

;;

FOOT TYPE GUARD RAIL, SEE NOTE 7

n ~ n n i n n n

MIN.

TYPE "A" CURB W/ 6" REVEAL, TYPICAL

0.24 % ---- !~ ct SWALE

15'

l'

CURB TRANSITION, TYPICAL, IF REQUIRED

~! PAVEMENT

MIN. 0.24% --<k SWALE

15'


SEE NOTE 6~_

I L_

CURB

I ..

-" - - - -It - \ 'r - ------\ '-.../r---

11 I

60' RIGHT-OF-WAY

1223 DROPPED CURB, LIMITS AS SHOWN

>W -l -l « '-' z F (f)

X w

2.5' TYP. l' MIN.

{TYPE "A" CURB L DROPPED CURB ~ HEADER CURB \, ALLEY SURFACE

U NOTES: 1. FOR USE AS APPROVED BY THE ENGINEERING DIRECTOR. 2. THIS APPLICATION IS TO BE CONSTRUCTED AT DEAD END RIGHT-OF-WAY WITH ALLEY CONNECTION.

R/W TERMINATES DUE TO: EXISTING DITCH, RAILROAD, OR OTHER TYPE OF OBSTRUCTION AND WHERE GRADING CANNOT BE PERFORMED AS PER CITY STANDARD FOR ROADWAY T - TURNAROUND DETAILS.

3. SEE STANDARD DETAIL-STANDARD DUTY ROADWAY. 4. SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "D" CURB. 5. SEE STANDARD DETAIL-PAVED ALLEY APRON. 6. DRAINAGE STRUCTURES MAYBE REQUIRED. ALL DRAINAGE STRUCTURES SHALL BE ON THE TANGENT OF

THE ROAD WAY. 7. GUARD RAIL SHALL BE INSTALLED PER FOOT REQUIREMENTS. REFLECTORS SHALL BE AS FOLLOWS:

REFLECTORS ARE 2' X 2' DIAMOND SHAPED, ON METAL POST WITH COLORS AS FOLLOWS: - IF NO EXIT AVAILABLE, REFLECTORS SHALL BE RED. - IF EXIT IS AVALIABLE THE REFLECTORS SHALL BE YELLOW.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06


IlL

ENGINEERING DEPARTMENT

ROADWAY WITH TYPE A CURB, T - TURN AROUND AT ALLEY

CONNECTION DETAIL APPROVED BY: DATE: JUNE 2001

CITY of ST. PETERSBURG J J /} J/I A 1------+---+---------1 UMfItUI,o U. ~


DWG. No.

S20-43

+l in

REFLECTOR, TYP. SE~OTE 7~

000


MIN. 0.24 % ------t SWALE

;;

FOOT TYPE GUARD RAIL, SEE NOTE 7

o ~ 0 0 i

CURB TRANSITION, TYPICAL, IF REQUIRED

MIN. 0.24% --HEADER CURB, IF REQUIRED

t SWALE

15' PAVEMENT 15'

>-w -l -l « <:J z F= (f)

X w

6" CURB REVEAL .. I I 2.5' TYP. I" l' MIN. TYPE "A" CURB W/

6" REVEAL, TYPICAL

- a..

WARP THIS AREA TO CAUSE POSITIVE DRAIN

AS REQUIRED

u....iOW---- 3" CURB REVEAL ~ __ u

/'57

/' 's-~ 11-<1.

/('>-<1. <::>1-'( I

I i") ~ START FULL CURB

SEE NOTE 6~_

I L_

CURB SECTION CURB TRANSITION, TYPICAL I

CURB

I ..

-" - - -I( - \ 1- -----\ ,--./r--

11 I

60' RIGHT-OF-WAY

6" RADII, TYPICAL

.1 o CONCRETE, 6" THICK, LIMITS AS SHOWN l221 DROPPED CURB, LIMITS AS SHOWN

__ it{ __ T_Y_PE_"A_'_' _CU_R_B_L DROPPED CURB ~ HEADER CURB \' ALLEY SURFACE


R/W TERMINATES DUE TO: EXISTING DITCH, RAILROAD, OR OTHER TYPE OF OBSTRUCTION AND WHERE GRADING CANNOT BE PERFORMED AS PER CITY STANDARD FOR T - TURN AROUND DETAILS.

3. SEE STANDARD DETAIL-STANDARD DU TY ROADWAY. 4. SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "0" CURB. 5. SEE STANDARD DETAIL-PAVED ALLEY APRON. 6. DRAINAGE STRUCTURES MAY BE REQUIRED. ALL DRAINAGE STRUCTURES SHALL BE ON THE TANGENT OF



REVISIONS

BY DATE

SWB 06/02

SWB 03/06

CIT Y S TAN DAR D S


ROADWAY WITH TYPE B CURB, T-TURN AROUND AT ALLEY


CITY of ST. PETERSBURG l J I. ~ 1.2. P1 , 1------+---+--------1 ~ p. ~


DWG. No.

S20-44

---r--r-- - - -------- - - -------- - - ----.....---REFLECTOR, TYP. SEE. NOTE 7 ~_ ;; FOOT TYPE GUARD RAIL,

_ '--- SEE NOTE 7

~O~======~O~=======O=========O======'===O=========O~ ~~'~ , TYPE "A" CURB W/ CURB TRANSITION, ~_ 3' .. I

/ 6" REVEAL, TYPICAL TYPICAL, IF REQUIRED ""I 1 I

~ ~:~O:j ~j ~ MIN. 0.24% ~ ,~ ~ ~ HEA~--~ ~ ~ IF REQ~RED ~ ~ ~ <t -SW-A-LE-.;7-'

~ V.--:

MIN. 0.24 % >-W ....J ....J <: <..') <> z F (f)

X

------~<t SWALE -

15' 2' PAVEMENT 2' 15'

.L.....f-~~~ , » ~ ~-::U----t-----j ~~ 3 /L l' ~ /~ I

w

~ ~ ,--.# . I .. 2.5' TYP. TYPE "A" CURB W/ ~ __ ~-- 6" CURB REVEAL --~t--... .... ~-I----'-I--'::.;.1-7-' -M-'-IN'-'-.-'-

6" REVEAL, TYPICAL ~ ( /~ ,,~ WARP THIS AREA TO ~~ ->-"-.$-

<i. ',I'- CAUSE POSITIVE DRAIN -' " ~ 1>-9. N U AS REQUIRED /0.-<1 <:?~ ~ ~ I I- r:7~ --

• a.. I I")I~

CURB TRANSITION, TYPICAL SEE NOTE 6~ __

I L __

CURB --..........

I ..

~'" - - - -I( - \ 1- - -------\ '-..../r---

11 I

.1

60' RIGHT-OF-WAY .1 D CONCRETE, 6" THICK, LIMITS AS SHOWN 1223 DROPPED CURB, LIMITS AS SHOWN

(TY?E "A" CURB LORG??ED CURB~ HEADER CURB \, ALLEY SURFACE


R/W TERMINATES DUE TO: EXISTING DITCH, RAILROAD, OR OTHER TYPE OF OBSTRUCTION AND WHERE GRADING CANNOT BE PERFORMED AS PER CITY STANDARD ROR ROADWAY T - TURNAROUND DETAILS.

3. SEE STANDARD DETAIL-STANDARD DUTY ROADWAY. 4. SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "D" CURB. 5. SEE STANDARD DETAIL-PAVED ALLEY APRON. 6. DRAINAGE STRUCTURES MAY BE REQUIRED. ALL DRAINAGE STRUCTURES SHALL BE ON THE TANGENT OF



REVISIONS

BY DATE

SWB 06/02

SWB 03/06

C I T Y S

I ~ I I llL I I ~ I I ~ I


TAN DAR D S ROADWAY WITH TYPE D CURB, T-TURN AROUND AT ALLEY


CITY of ST. PETERSBURG t-----+----+------I ~ 13.~


DWG. No.

S20-45

_...:..,....-- TYPICAL DRIVEWAY

NOTES:

, ,

SEE NOTE 6 ~ I L_

TYPE "B" CURB

I.

AND APRON /

/

20'

PAVEMENT

\ \ ____ ...1(-\\-____ -,

I ----"""\ .... /r---- I

'l-r _.J

I I I I

I I I

I I I I I I I I I I

50' RIGHT-OF-WAY .1 (MINIMUM)

1. FOR USE IN NEW SUBDIVISIONS AND/OR WHERE RIGHT-OF-WAY WILL BE DEDICATED FOR THE PROPOSED CUL-DE-SAC AS SHOWN.

2. SEE STANDARD DETAIL-STANDARD DUTY ROADWAY. 3. SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "D" CURB. 4. SEE STANDARD DETAIL- RESIDENTIAL DRIVEWAY CONSTRUCTION OR COMMERCIAL DRIVEWAY CONSTRUCTION. 5. DRIVEWAY APRONS SHALL BE RADIAL TO CUL-DE-SAC RADIUS POINT. 6. DRAINAGE STRUCTURES MAYBE REQUIRED.

CIT Y S TAN DAR 0 S REVISIONS

BY DATE CUL-DE-SAC DETAIL SWB 06/02

APPROVED BY: 03/06 SWB DA TE: JUNE 2001

DWG. No.

S20-46


r-____ ~-------r---C-IT-Y-O-f-S-T-.-P-E-~-R-S-B-UR-G--~ ~ L3.~ SCALE: N. T.S. DIRECTOR

RIGHT-OF-WAY LINE, TYPICAL

N

2'

20' MINIMUM

MIN. 0.24% -

PROJECTED RIGHT-OF-WAY LlNE(S)

20'

REFLECTOR, TYPICAL. SEE NOTE 7

20' MINIMUM

--y£CENTER LINE OF ALLEY'S INVERTED SECTION, TYPICAL

- I MIN-:-0.24% -12' 20'

PAVEMENT

RIGHT-OF-WAY LINE, TYPICAL

NOTES:

I.. 16' EXISTING R/W .. I SEE NOTE 4 OR 5

1. FOR USE AS APPROVED BY THE ENGINEERING DIRECTOR. 2. T - TURNAROUND IS TO BE CONSTRUCTED AT DEAD END ALLEYS. 3. SEE STANDARD DETAIL-ALLEY PAVING 4. FOR NEW COMMERCIAL, INDUSTRIAL, AND PUBLIC SERVICE AREAS THE R/W WIDTH SHALL BE 24' MIN. 5. FOR NEW RESIDENTIAL AREAS WITH PERMITTED ALLEYS, THE R/W WIDTH SHALL BE 20' MIN. 6. DRAINAGE STRUCTURES MAYBE REQUIRED. 7. REFLECTORS ARE 2' X 2' DIAMOND SHAPED, ON METAL POST. REFLECTORS SHALL BE RED.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06


ilL


SCALE: N.T.S.

ALLEY ~TH T-TURN AROUND AT DEAD END

RIGHT-OF-WAY DETAIL APPROVED BY: DATE: JUNE 2001

~t3.LLk-. DIRECTOR

DWG. No.

S20-48

DRAWING NUMBER

S20- 2

S20- 3

S20- 4

S20- 5

S20- 6

S20- 7

S20- 8

S20- 9

S20-10

S20-11

S20-12

S20-13

S20-20

S20-21

S20-22

S20-23

S20-24

S20-28

S20-29

S20-30

S20-40

S20-41

S20-42

S20-43

S20-44

S20-45

REVISIONS

BY DATE

SWB 06/04

SWB 03/06

SWB 09/06

SWB 09/07

POP-OUT CURB

DRAWING TITLE

RECESSED CURB AND PAVEMENT FOR ON STREET PARKING

HEAVY DUTY ROADWAY

STANDARD DUTY ROADWAY

BRICK SURFACE ROADWAY

ALLEY PAVING

ALLEY APRON

COLD MILLING PAVEMENT TRANSITION

TYPE "A", "B", "e", AND "D" CURB

CURB TRANSITIONS

VALLEY GU TTER

TYPE "A" CURB REPLACEMENT

RESIDENTIAL DRIVEWAY CONSTRUCTION

COMMERCIAL DRIVEWAY CONSTRUCTION

SIDEWALK AND DRIVEWAY CONSTRUCTION

TYPE I, II, AND III SIDEWALK CURB RAMP

DETECTABLE WARNING SURFACES

HEXBLOCK SIDEWALK REPLACEMENT

HEXBLOCK COLOR PATTERNS

ROADWAY UNDERDRAIN AND CLEAN-OUT

ROADWAY WITH TYPE A CURB, T - TURN AROUND A T DEAD END RIGHT -OF - WA Y

ROADWAY WITH TYPE B CURB, T - TURN AROUND AT DEAD END OF RIGHT-OF-WAY

ROADWAY WITH TYPE D CURB, T - TURN AROUND AT DEAD END OF RIGHT-OF-WAY

ROADWAY WITH TYPE A CURB, T - TURN AROUND A T ALLEY CONNECTION

ROADWAY WITH TYPE B CURB, T - TURN AROUND A T ALLEY CONNECTION

ROADWAY WITH TYPE D CURB, T - TURN AROUND A T ALLEY CONNECTION


REVISION DATE

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

09/06

09/07

09/07

03/06

09/07

03/06

03/06

03/06

03/06

03/06

03/06

03/06

I ~ I (lC I ~ I ;W

I I I I



SCALE: N.T.S.


N/A DIRECTOR

DWG. No.

S20-INDEX

DRAWING NUMBER

S20-46

S20-48

REVISIONS

BY DATE

SWB 06/03

SWB 03/06

CUL-DE-SAC

DRAWING TITLE

REVISION DATE

ALLEY WITH T - TURN AROUND AT DEAD END

03/06

03/06

C I T Y S TAN 0 A R 0 S I ~ I I flC I I ~ I I g> I


SCALE: N. T.S.

APPROVED BY:


DA TE: JUNE 2002

DWG. No.

S20-INDEX N/A DIRECTOR

DRAWING NUMBER

S30- 1

S30- 4

S30-10

S30-11

S30-17

S30-18

S30-21

S30-23

S30-24

S30-26

S30-27

S30-30

S30-31

S30-34

S30-40

S30-41

S30-50

S30-51

S30-52

S30-60

S30-62

S30-64

REVISIONS

BY DATE

SWB 09/06

SWB 04/08

SWB 09/08

SWB 01/10

DRAWING TITLE

SANITARY STRUCTURE NOTES

"PIG" LAUNCHER ACCESS

SANITARY PRECAST MANHOLE TYPE I

SANITARY PRECAST DROP MANHOLE TYPE I

SANITARY BRICK MANHOLE TYPE I

SANITARY BRICK MANHOLE TYPE II

PRECAST MANHOLE RISER

PRECAST STRUCTURE JOINT ASSEMBLY AND STRUCTURE SEALING

TYPE II MANHOLE TOP SLAB

TYPE II MANHOLE RISER INTERMEDIATE SLAB

TYPE I AND II MANHOLE BASE AND WALL

SANITARY SEWER CLEAN OUT FOR TRAFFIC AREAS

SANITARY SEWER CLEAN OUT FOR NON TRAFFIC AREAS

HOUSE SERVICE CONNECTIONS

SEWAGE AIR/VACUUM VALVE AND MANHOLE

SEWAGE AIR/VACUUM VALVE AND UTILITY VAULT

SANITARY FIBERGLASS MANHOLE

SANITARY FIBERGLASS DROP MANHOLE

FIBERGLASS MANHOLE SCHEDULES

DISSIMILAR PIPE COUPLING

HOPE LINER REPAIR CONNECTION

LINED SANITARY SEWER PIPE CONNECTION


REVISION DATE

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

09/08

09/08

01/10

01/10

01/10

03/06

I ~ I 7lC I ~,

I

I I I

]

SANITARY SEWER DETAILS INDEX

~

ENGINEERING DEPARTMENT APPROVED BY: DATE: JUNE 2002


SCALE: N.T.S. DIRECTOR

N/A DWG. No.

S30-INDEX

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 10' DEPTH OR MORE.

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

C I T

I Bll I IlC I ~,

I ~

Y

I I I I

S TAN DAR D S SANITARY STRUCTURE

NOTES APPROVED BY:

ENGINEERING DEPARTMENT DATE: MARCH 1993

SWB 06/04

SWB 03/06

DWG. No.

S30- 1 1-__ -f_.....:......_-+ __ C_IT_Y_Of_ST_._P_E_TE_R_S_B_U_RG_~ ~ 13 .1Jk-..-


~ BLIND FLANGE, DOME TYPE

FLG x FLG EXTENSION, ______ /')" A~, .?---, '~1; FLG x PE "RISER", 16" MIN. LENGTH 5' MIN. LENGTH, FOR // "',.

10" THRU 24" SEWERS (/.""ji ", "'. VALVE BOX

3" CLEAR, MIN. ~.'~"" "',"'il' cr:r::r:Ir::q~~~r-~~~~~F0INISHED GRADE

"COLLAR BEAM" FOR :0<'{«:~fl ""'" 1 0" THRU 24" SEWERS, 1 SEE NOTE 7 BELOW 1 1

"COLLAR BEAM" FOR ----'1---+_-1 MJ WYE BRANCH

4" THRU 8" SEWERS

FLG x PE "RISER",

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

TYPICAL PROFILE VIEW

A ,..--__ "COLLAR BEAM" FOR 10" THRU 24" / " / SEWERS, SEE NOTE 7, BELOW

(0

I N

CONFIGURE TO FIT MANUFACTURES REQUIREMENTS

/ A '(

// // /' / /

/ / / / #4 @ 12" OC,

EACHWAY < < 1 .. 8".1

COLLAR BEAM DETAIL

STUB PIPE F.M. MIN. SIZE LENGTH

4" 13"

6" 13"

8" 14"

10" 14"

12" 14"

16" 18"

24" 24"

NOTES:

CHART MAX.

LENGTH

16"

16"

20"

20"

20"

24"

30"

" " "

"STUB PIPE" L----..J..-

SEE CHART

"COLLAR BEAM" FOR 4" THRU 8" SEWERS

___ ~H SEE NOTE 4, BELOW

FORCE MAIN ---j

1. ALL PIPE THAT IS PART OF THIS ASSEMBLY SHALL BE DUCTILE IRON. FITTING'S 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/ 0.1. 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 10" 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

CIT Y

fifiil ro::, ~,

~

S TAN 0 A R 0 S "PIG" LAUNCHER ACCESS DETAIL

APPROVED BY: ENGINEERING DEPARTMENT DATE: SEPT. 1999

CITY of ST. PETERSBURG DWG. No.

SCALE: N.T.S. DIRECTOR S30- 4

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 WA TERTIGH T CONNECTOR SEE NOTE 2 BELOW

LA TERAL SEWER PIPE

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

DIAMETER INSIDE

MANHOLE ACCESS-SEE STANDARD DETAILMANHOLE RING AND COVER CASTING

, X CX)« ~::::!'

1-__ --1- WT-WALL THICKNESSj: SEE STANDARD DETAIL-'-' TYPE I AND II MANHOLE ~ BASE AND WALL

--l --l « ~

lO

~----l>-+-l---I- BENCH SLOPE

~~~~~~~~--.. .----.!....-- COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COARSE AGGREGATE,

TYPICAL SECTION VIEW AS ORDERED

11,-1 ----I I ............. FLEXIBLE WATERTIGHT CONNECTOR

SEE NOTE 2 BELOW

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

SIZES INSIDE DIA.

8" TO 18" 4' 24"

21" TO 30" 5' 32" R=24" MIN.

PLAN VIEW NOTES: 1. SEE GENERAL NOTES, STANDARD DETAIL-SANITARY MANHOLE NOTES. 2. 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.

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

SWB 06/04

SWB 03/06

CIT Y S TAN DAR D S


SCALE: N.T.S.

SANITARY PRECAST MANHOLE TYPE I DETAIL


DWG. No.

DIRECTOR S30-10

FINISHED GRADE ~ ~ MANHOLE ACCESS-SEE STANDARD DETAIL-/ MANHOLE RING AND COVER CASTING

L ~ ro~ ~ ~ ~~

BRICK COURSES WITH -------I~~a..--~E2I~----_+

3/4" PLASTER COATING ~ ~ 2' .. ACD~!~S 1\ .

6" MIN.

~ :)~ :' '{22' MAX. '" BRICK DAM TO 1 /2 DEPTH ~ OF PIPE DIAMETER ~--"'--'~ __ • "---1-- WT -WALL THICKNESS-

LATERAL SEWER PIPE.~ f- SEE STANDARD DETAIL-[5 TYPE I AND II MANHOLE

DROP PIPE SAME ~ ~ ~ BASE AND WALL DIAMETER AS ::::=:' DIAMETER --l

LATERAL SEWER INSIDE <i. :3:

CROWN OF DROP PIPE TO klrL~~I-----n MATCH OR BE ABOVE ,I ~ CROWN OF TRUNK SEWER ~N .

BENCH 90' BEND ____ ~ ",SLOPE

1- ____ - WALL REINFORCEMENT-~ SEE STANDARD DETAIL

TYPE I AND II MANHOLE BASE AND WALL CONCRETE DROP • '-......:.-,-~.

ENCASEMENT r-- c,~~\c..~I-L-l-+-t+-:::+ "o/~;j} ) ~ j

BASE SLAB- - • SEE STANDARD DETAIL- -~~~~~~~~~~~_ .. t---l--COMPACTED SUBGRADE, OR TYPE I AND II MANHOLE ============= 4" CONCRETE MAT, OR BASE AND WALL 6" COARSE AGGREGATE,

TYPICAL SECTION VIEW AS ORDERED

I~ I I

3" MIN . __ / I - - I ~ FLEXIBLE WATERTIGHT CONNECTOR

. Z N~

.----H...J/ }I V "~ SEE NOTE 2 BELOW

UlI0" I " ~I . ~r-. ]lA j.'

NOTES:

1-- 1 I I

R=24" MIN. ~I -

PLAN VIEW

SCHEDULE 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 "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.

C I T Y S T A N D A R D S REVISIONS SANITARY PRECAST DROP I ~ I

BY DATE I Ile I SWB 06/01 I ~ I MANHOLE TYPE I DETAIL


~i3!IJk--SWB 06/04 CITY of ST. PETERSBURG DWG. No.

SWB 03/06 SCALE: N.T.S. DIRECTOR S30-11

FINISHED GRADE r MANHOLE ACCESS- SEE STANDARD DETAIL-\ MANHOLE RING AND COVER CASTING

----rT~--~~r_-----

----M_----- BRICK COURSES WITH 3/4" PLASTER COATING

:r:

8"-WT W/MAXIMUM COVER

3/4" PLASTER COATING--

12"-WT W/O MAXIMUM COVER

~ 6" TO BACK OF BELL, TYP. ..... "'----(1

BASE REINFORCEMENTSEE SCHEDULE BELOW

BT-BASE THICKNESS SEE SCHEDULE BELOW

DIAMETER-INSIDE


ANTI-FLOTATION L1PSEE SCHEDULE BELOW WT - WALL THICKNESS, SEE ABOVE NOTATION

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.

LATERAL SEWER PIPE

SEE NOTE 4

COVER

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

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

REVISIONS

BY DATE

SWB 06/98

SWB 06/02

SWB 06/04

SWB 03/06

CIT Y S TAN DAR D S

LeL


SCALE: N.T.S.

SANITARY BRICK MANHOLE TYPE I DETAIL

APPROVED BY:

~8.~ DIRECTOR

DATE: MARCH 1993

DWG. No.

S30-17

MANHOLE ACCESS- SEE STANDARD DETAILMANHOLE RING AND COVER CASTING

FINISHED GRADE

= x OCJ« ~:::i: ~---~l====la: .. ~==:::::::-- BRICK COURSES WITH

3/4" PLASTER COATING

TOP SLAB-SEE STANDARD DETAILTYPE II MANHOLE TOP SLAB

:r:

8"-WT W/MAXIMUM COVER

12"-WT W/O MAXIMUM COVER

~ 6" TO BACK OF BELL, TYP. ,....---1'Tl-=-> 3/4" PLASTER COATING-I----i-+: .......


BT -BASE THICKNESS SEE SCHEDULE BELOW

DIAMETER-INSIDE


PLAN VIEW

NOTES:

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

MIN

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'-0"

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.

LA TERAL SEWER PIPE

SEE NOTE 4


BT ANTI- BASE FLOAT. MIN.

LIP REINFORCEMEN T

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.

C I T Y S T A N D A R D S REVISIONS SANITARY BRICK MANHOLE ~

BY DATE fll:. SWB 06/98

~ TYPE " DETAIL ~

SWB 06/02 APPROVED BY: DATE: MARCH 1993 ENGINEERING DEPARTMENT

~B.I1~ SWB 06/04 CITY of ST. PETERSBURG DWG. No.

SWB 03/06 S30-18 SCALE: N.T.S. DIRECTOR

NOTE:


BRICK COURSE WITH 3/4" \ PLASTER COATING \

---. =-t- --t-= .--,= r-~ __ ~~ ______ ~ __ ~r-

~ .

/FINISHED GRADE


~ WALL REINFORCEMENT-~ · ..... V SEE STANDARD DETAIL-~ • ~ TYPE I AND II MANHOLE

BASE AND WALL

~

~

/. •

•

•

/

•

•

\-•

--I •

•

•

1-.-- WT - WALL THICKNESSSEE STANDARD DETAILTYPE I AND II MANHOLE BASE AND WALL


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

REVISIONS

BY DATE

C I T Y S TAN 0 A R 0 S I ~ I I flL. I I ~ I I ~ I


SCALE: N.T.S.

PRECAST MANHOLE RISER DETAIL

APPROVED BY: DA TE: MARCH 2006

~(j.~ DWG. No.

S30-21 DIRECTOR

PROIR TO ASSEMBLY AFTER ASSEMBLY

SEE NOTE 3

~----- SEE NOTE 2

TYPE I MANHOLE

SEE NOTE 2

~=="::Y--:::::~- SEE NOTE 3 ---A~~r--1 SEE NOTE 4 ---I~F*.=.......,q

MANHOLE INTERMEDIATE SLAB (USE WHEN M.H. EXCEEDS 10' IN DEPTH)

~SEE

TYPE I MANHOLE BASE


~:::::::~ ~ENOTE2 ~~

TYPE II TOP SLAB

SEE NOTE 2

~=="::Y--::::::~- SEE NOTE 3 ---A~~t--I SEE NOTE 4 --4~--P""""".....j

MANHOLE INTERMEDIATE SLAB (USE WHEN M.H. EXCEEDS 10' IN DEPTH)

~~!ELE2 Iil SEE NOTE 3 SEE NOTE 4 ~~---I~

PIPE KNOCK-OUT, TYPICAL

TYPE II MANHOLE wj 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 BOTTOM OF THE BASE UPTO AND INCLUDING THE BRICK GRADE RINGS FOR THE COVER CASTING, THE BOTTOM SLAB MAY ALSO BE EXCLUDED AT THE CONTRACTORS OpnON. 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. 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 EXISnNG 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

CIT Y S TAN DAR D S

ttL


SCALE: N.T.S.

PRECAST STRUCTURE JOINT ASSEMBLY AND

STRUCTURE SEALING DETAIL APPROVED BY: DATE: MARCH 2006

~f3.~ DWG. No.

S30-23 DIRECTOR

~ MAIN REINFORCING BARS-

ADDITIONAL REINF., SEE SCHEDULE BELOW

~~ SEE SCHEDULE BELOW V

PLAN VIEW

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

TOP SLAB THICKNESS-£ i = """T"" i# SEE SCHEDULE BELOW ]

1-1/2" TYPICALt I.. DIAMETER .1 WT 1 .. 2" COVER


S C H E D U L E

w WT TOP ACCESS MAIN ADDITIONAL 0... DIAMETER WALL SLAB >- DIAMETER REINFORCEMENT REINFORCEMENT t- THICKNESS THICKNESS

4' 6" 8" 24" #6 @ 12" EW 2-#8 @ 3" OC t- 5' 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" OC (f)

« u 6' 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" OC W 0:::: 7' 8" 8" 32" #6 @ 10" EW 2-#8 @ 3" OC 0...

8' 8" 8" 32" #6 @ 10" EW 2-#8 @ 3" OC

4' 8" 8" 24" #6 @ 12" EW 2-#8 @ 3" OC ::,c 5' 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" OC u ~ 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.


I BY DATE I

I I

~ ~ ~ ~

I I I I

TYPE II MANHOLE TOP SLAB DETAIL


SCALE: N. T.S.

APPROVED BY:

DIRECTOR

DATE: MARCH 2006

DWG. No.

S30-24

MAIN REINFORCING BARSSEE SCHEDULE BELOW


PLAN VIEW

3/4" CHAMFER, TYPICAL ~ _ _

ADDITIONAL REINF'~MA1NREINFORCING B~RS

INTERMEDIA TE SLAB THICKNESS- -1 = J · SEE SCHEDULE BELOW

1-1/2" TYPICALt I.. DIAMETER .. I WT I .. 2" COVER L 6x6-W2.9xW2.9

TYPICAL SECTION VIEW KEY WAY DETAIL

S C H E D U L E

WT INTERMEDIA TE MAIN ADDITIONAL

DIAMETER WALL SLAB REINFORCEMENT REINFORCEMENT

THICKNESS THICKNESS

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.


BY DATE TYPE II MANHOLE

INTERMEDIATE SLAB APPROVED BY: DATE: ENGINEERING DEPARTMENT

RISER DETAIL MARCH 2006

r-__ -t--___ t--_C_IT_Y_O_f _S_T._P_E_TE_R_S_BU_R_G_-f ~ 13. ~ DWG. No.

SCALE: N. T.S. DIRECTOR S30-26

r & SLAB REINFORCEMENT-SEE SCHEDULE BELOW

\ J WT-WALL THICKNESS-~ ~ I-SEE SCHEDULE BELOW J _vp

WALL REINFORCEMENT -~ SEE SCHEDULE BELOW .!--/ AND NOTE 2, BELOW

PLAN VIEW

· DIAMETER WALL REINFORCEMENT -~ INSIDE SEE SCHEDULE BELOW · AND NOTE 2, BELOW I"- (f) · w

a:: SEE NOTE 4 «

> BASE SLAB REINFORCEMENT - ~ · BELOW SEE SCHEDULE BELOW

"'10

t P\ ~ 2" COVERt

~ BASE SLAB THICKNESS-

I .. .i- SEE SCHEDULE BELOW BASE DIAMETER

TYPICAL SECTION

S C H E D U L E

DIAMETER BASE WT

WALL BASE BASE

WALL SLAB SLAB INSIDE DIAMETER THICKNESS REINFORCMENT THICKNESS REINFORCEMENT

4' 5'-0" 6" #4 @ 12" EW 8" #6 @ 12" EW

5' (3) 6'-4" 8" #4 @ 12" EW 8" #6 @ 12" EW

6' 7'-4" 8" #4 @ 12" EW 8" #6 @ 12" EW

7' 8'-4" 8" #4 @ 12" EW 8" #6 @ 10" EW

8' 9'-4" 8" #4 @ 12" EW 10" #6 @ 10" EW

NOTES: 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 III,

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 0 A R 0 S REVISIONS TYPE I AND II MANHOLE I ~ I

BY DATE I IlC I I ~ I BASE AND WALL DETAIL I ~ I

APPROVED BY: DATE: MARCH 2006 ENGINEERING DEPARTMENT

~8.j]~ CITY of ST. PETERSBURG DWG. No.

S30-27 SCALE: N.T.S. • DIRECTOR

NOTES:

/

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

2'-6" DIA. '"-----=---=---=-------...... ~I / #4 REFORCING BARS-E. W. / ROADWA Y OR DRIVEWAY

PVC ADAPTER

6"x 45', BEND

PLUG END, SLIP x SLIP

CONCRETE ENCASEMENT, 3000 psi

MIN. MIN.


(2) PENETRATING PICKHOLES

6"x 6"x 6" WYE

INVERT OF PIPE

~L7://=~~ - ~~~~~E~A~~ER:~~TER \~~iI1. I.. 13-1/2" .. I

FRAME AND COVER SECTION SECTION VIEW

,---

PVC ADAPTER SLIP x THREAD

PLUG SECTION VIEW

COVER PLAN VIEW

PLUG PLAN VIEW

(f)

Z <t: ....J a.. z o

~ o I (f)

(f)

<t:

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 ASPHALTIC 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 HAVE A GASKET. 4. WYE SHALL CONFORM TO ASTM 0-3034, & NSF STANDARD #14.

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

SWB 06/04

SWB 03/06

CIT Y S TAN DAR D S


SCALE: N.T.S.

SANITARY SEWER CLEAN OUT FOR TRAFFIC AREAS DETAIL

APPROVED BY:

Y/wmw/3. i1~ DIRECTOR

DATE: MARCH 1993

DWG. No.

S30-30

COUNTERSUNK PVC PLUG

FINISHED GRADE

PVC ADAPTER

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

V1 z « --l Q..

Z o

~ o I V1

V1 «

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 HAVE A GASKET. 3. WYE SHALL CONFORM TO ASTM D-3034, & NSF STANDARD #14.


BY DATE

SWB 06/01

IlL SANITARY SEWER CLEAN OUT

FOR NON TRAFFIC AREAS DETAIL DEC. 1999 DATE:

DWG. No.

S30-31

SWB 06/02

SWB 06/04

SWB 03/06

APPROVED BY:

t-

___ +--__ -+-_E_N_GI_NE_E_R_IN_G_D_EP_A_R_TM_E_N_T---I ~/~ 3. ~~ CITY of ST. PETERSBURG ':1~ Q. !;l~ SCALE: N.T.S. DIRECTOR

SEE NOTE

6" PIPE

PLAN

DRIVEWAY

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 REO'D)

SECTION

1/B BEND ~ BEND ~~/;IPE

WITNESS POST,

FINISHED GRADE

SEE NOTE 3~

2'-6" MINIMUM

4' -0" MAXIMUM

SEE NOTE 5

1 % SLOPE, MINIMUM

L---------- 6" PIPE: PVC,DI, OR CI, 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 REO'D)

NOTES: 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 l' 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.


BY DATE

SWB 06/98

~ ilL ~~ ~

HOUSE SERVICE CONNECTIONS DETAIL

SWB 06/01

SWB 06/02

SWB 03/06

APPROVED BY:

t-______ +-______ r-_E_N_G_IN_E_ER_IN_G ___ D_EP_A_R_T_ME_N_T~ I /1 . ... ~. ~=I CITY of ST. PETERSBURG ~ g _ ~


DATE: MARCH 1993

DWG. No.

S30-34

FINISHED

NO ADJUSTMENT BRICK ALLOWED, SET RIM TO GRADE WITH GROUT


12" MIN. 18" MIN.

TOP SLAB-SEE STANDARD DE~TA:I~L=--=-~~~~~~!4:=:;~T' S C H E D U L E 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 "'-....{:

BASE FOOTING RING, 8"x20" WITH ' -3 #6 REBAR @ 8" OC/EW -~~~

FORCE MANHOLE MAIN HEIGHT DEPTH

:r: f-0

Z W « :r: 5' 6'-6"

6' 7'-6"

7' 8'-6"

:::2: w W ...J

() 0 a::: :r: 0 z u.. «

:::2: SEE NOTE 5

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

PLACEMENT AS SHOWN UNDER BASE FOOTER RING


NOTES:

#57 STONE, TAMPED IN

o o

~ I

c.o

4' ID

MANHOLE PLAN VIEW

o

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 SAVV, 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 PRECAST 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 SURFACES 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 HAVE THREADED CONNECTIONS AND COLOR CODED GREEN.

REVISIONS

BY DATE

SWB 06/98

SWB 06/02

SWB 03/06

SWB 09/08

C I T Y

c=~ ~ I IlL I I ~~ C=~_~


SCALE: N. T.S.

S TAN DAR D S SEWAGE AIR/VACUUM VALVE

AND MANHOLE DETAIL FOR TRAFFIC AREAS

APPROVED BY:

~i3~ DIRECTOR

DATE: MARCH 1993

DWG. No.

S30-40

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

\" FINISHED GRADE

, SEE NOTE 6 ~EE TYPICAL PLAN

VIEW BELOW

SIDEWALK OR PVMT.

2" CORP. STOP GROUT AROUND PIPE SEE ENLARGED VIEW BELOW

NOTES:

SWING CONNECTION __ SLOPE

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

OF A RESIDENCE

L 1'-6", TYP.

R/W ~VAULT ~CENTERED

--r~ I AIR/VACUUM I VALVE ASSM.

:-- 2" PVC LINE, I TYP.

TYPICAL VAULT PLAN

TYPICAL SITE PLAN VIEW

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 COA TING 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

CIT Y

c=~ -] L ilL J C=~.~ L_d g:' J


SCALE: N.T.S.

S TAN DAR D S SEWAGE AIR/VACUUM VALVE AND UTILITY VAULT DETAIL

FOR NON TRAFFIC AREAS


DWG. No.

~~~~~~~~ S30-41

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

FRP OR PVC STUBOUT,

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

PIPE CONNECTION-SEE STANDARD DETAIL-FIBERGLASS MANHOLE SCHEDULES

LA TERAL SEWER PIPE

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

SEWER MAIN PIPE, SEE STANDARD DETAIL-FIBERGLASS MANHOLE SCHEDULES

BENCH SLOPE

2-4"x 1-5/8" [ CHANNEL SUPPORTS l~i~~~~~ii~:L ATTACHED TO THE BOTTOM AND SIDE WALLS, FOR DEPTHS GREATER THAN 10'

COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COURSE AGGREGA TE, AS ORDERED I. BASE WIDTH .1


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

LA TERAL SEWER PIPE

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

R=24" MIN. ---+---'

BASE WIDTH TYP. EACH SIDE

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

2-1/2" ANTI-FLOTATION FLANGE

ANCHOR BOLT, FOR SIZES AND QUANTITY-SEE STANDARD DETAIL~BERGLASS MANHOLE SCHEDULES

WT -SEE STANDARD DETAILFIBERGLASS MANHOLE SCHEDULES

~~~~~--+-- 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 I REVISIONS

BY DATE

SWB 06/02

SWB

T Y

~ 7lC ~ ~

I I

] I

S TAN DAR D S

SANITARY FIBERGLASS MANHOLE DETAIL

APPROVED BY: 03/06 ENGINEERING DEPARTMENT

SWB 01/10 CITY of ST. PETERSBURG I----+---+--------Iy~ g,~ SCALE: N. T.S. DIRECTOR

DA TE: JUNE 2001

DWG. No.

S30-50

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

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

LA TERAL 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

DROP PIPE SAME DIAMETER AS LATERAL SEWER

SPRING LINE OF 90· BEND --__ -..---,.l\h

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

FRP OR PVC STUBOUT, TYP.

_-lI-oIit-- WT-SEE STANDARD DETAILFIBERGLASS MANHOLE SCHEDULES

SEWER MAIN PIPE, SEE STANDARD DETAIL-FIBERGLASS MANHOLE SCHEDULES

'Y$j~.3'!)~~

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

2-4"x 1-5/8" [ CHANNEL SUPPORTS A TT ACHED TO THE BOTTOM AND SIDE I I WALLS, FOR DEPTHS GREATER THAN 10' I-.. ___ ~B:..;.AS::.:E=--.:..W;;.:ID:...;T~H:""'--il .. -t

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

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


BASE WIDTH

TYP. EACH SIDE

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

ANCHOR BOLT, FOR SIZES AND QUANTITY-SEE STANDARD DETAIL~BERGLASS MANHOLE SCHEDULES

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

DROP PIPE SAME DIAMETER AS LATERAL SEWER MIN. +------1 2-1/2" ANTI-FLOTATION FLANGE

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

NOTES: 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

CIT Y

ilL

S TAN DAR D S

SANITARY FIBERGLASS DROP MANHOLE DETAIL

I-

___ +-___ +-_EN_G_IN_E_E_R_IN_G_D_E_P_A_RT_M_E_N_T~~P:/~VED BY: f3: ~~ CITY of ST. PETERSBURG ~ _: ~

DATE: MARCH 2005

DWG. No.

S30-51 SCALE: N. T.S. DIRECTOR

EXTERIOR _'4 INTERIOR 2-1/2" ANn-FLOTATION FLANGE~ 4 - HILTI-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 1/ ~ GUSSETS AS REQUIRED, SEE NOTE 4

{ , MODULAR SEALS FOR 21" AND 0 LARGER PIPES, AND ALL FORCE < w MAINS, SEE NOTE 1

(f) iY 1 ~ « :::J

----- SEWER PIPE TO BE FLUSH WITH STUBOUT a w

~ ~ /c,;;;SE REINFORCEMENT-a:::

"""t-.= '--- FLEXIBLE CONNECTOR FOR 4" THRU 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" III MFG. BY SEALING SYSTEM, OR APPROVED EQUAL.

.

~~ UPTO 5 BRICK COURSES UPTO 5 BRICK COURSES OR PRECAST ~ . ; CONCRETE GRADE RINGS, SEE NOTE 5

.. 'r FILL GAP "'TH NON-SHRINK GROUT, USE "MASTER 713", MFG. BY P MASTER BUILDERS OR "SONOGROUT", MFG. BY SONNBORN

~ONCRETE BENCH TO SUPPORT BRICK FRP MANHOLE, TYPICAL ~ 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 & INSULA TOR, 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 M A NHOLES A N C H 0 R B 0 L T S

M.H. 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' 9" #4 @ 10" EW 5' TO 10' 5/S" 4" 6 S 12 5' 48" 32" B 25' 0.50" 7' 9" #4 @ 10" EW 10' TO 15' 5/S" 4" N/A 13 1S 6' 1S" 24" E 25' 0.50" S' 10" #4 @ 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 FIBERGLASS MANHOLE I ~ ]

BY DATE I !lC I

SWB 06/02 I ~ I SCHEDULES DETAIL I ~ I

SWB 03/06 ENGINEERING DEPARTMENT APPROVED B~ ~ DATE: JUNE 2001

SWB 06/09 CITY of ST. PETERSBURG DWG. No.

01/10 SCALE: ~f;.

S30-52 SWB N.T.S. DIRECTOR

COUPLING TO BE CENTERED BETWEEN PIPE ENDS

316 SERIES STAINLESS STEEL ~ /FLEX-SEAL ADJUSTABLE REPAIR CLAMPS SEE NOTE 4 BELOW COUPLING: SERIES MR-ARC WITH

, 316 STAINLESS STEEL SHEAR RINGS

~ ",~ ~ \;~ ~ T - - -L PROPOSED GRAVITY ,,,... I III L EXISTING GRAVITY >

1-____ SA_N_I_TA_R_Y_SE_W_E_R...L7 ___ l::::t::lIIL.:=::::Ii!I=IlI=.J....I\..l..=I1---- __ SANITARY SE~ _

NOTES: 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 -BOLT CLAMPS.

REVISIONS

BY DATE

SWB 09/00

SWB 06/02

SWB 06/04

SWB 03/06

C I T Y S TAN DAR D S I ~ I I flC I I ~ I I ~ I


SCALE: N.T.S.

DISSIMILAR PIPE COUPLING DETAIL

DATE: MARCH 1998

DWG. No.

S30-60

APPROVED BY:

i4mrn ", l1.k DIRECTOR

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

NEW LINER, SEE NOTE 1

HOST PIPE, SEE NOTE 2 ~

IF APPLICABLE FUSED JOINT'.~

12" 1 JOINT SEALER,

SEE NOTE 3

~~ ______ ~~~_MIN'\I~ , / '\. \ " """"""""""""'" ///////////////////// ;A~""""""""""""""

\ f- ---+-

\ f-L/~/ /'-L/-"-'/ /CL/ L</ /CL/ /'-L/4/ •••• _"fuID'$"mm' ,/illJi'!Ifu"fuID'llll!"rnf' ..:..c"'-'-""--C'--'-"'-'-\.' " " " " " " " \ " " " " " " " " ... ... ... ... " ............ " ...... " ... I .. if:

J / A A A/II'A/\

~ ____ ~f~~/~ __ -+ __ -+ __ -+ __ ~~~~ J V \ 12" 12" 12"i S.S. CLAMP, SEE NOTE 4

MIN. MIN. MIN.

S.S. STIFFENER'S, SEE NOTE 5 - 18" MIN. WIO

LIMITS OF CONCRETE ENCASEMENT, TYP., FUSED JOINT SEE NOTE 6 EXISTING LlNER-


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.


I ~ I HOPE LINER REPAIR BY DATE I IlL I

I ~, I CONNECTION DETAIL I ~ I

ENGINEERING DEPARTMENT APPROVED BY: DATE: APRIL 2008

CITY of ST. PETERSBURG ':/Junl4l1. ~. DWG. No.


SEE DETAIL VIEW, BELOW

316 SERIES STAINLESS STEEL CLAMPS, SEE NOTE 4 BELOW

PROPOSED GRAVITY SANITARY SEWER

» 12" MIN.

COUPLING TO BE CENTERED BETWEEN PIPE ENDS

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

EXISTING CIPP OR PVC LINED SANITARY SEWER

12" MIN.


6"

TYP.

GRAVEL BEDDING, SEE NOTE 5

PLACE GRAVEL UPTO THE SPRING LINE, TYP.

x-______ -- EXISTING CLAY PIPE

EXISTING LINER

QUICK SETTING EXPOXY MASTIC OVER THE END OF EXIST PIPE/LINER, TYP.

SECTION A-A DETAIL VIEW

NOTES: 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 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. 5. THE GRAVEL BEDDING SHALL BE PLACED ON UNDISTURBED SOIL. IF SOIL IS DISTURBED, THE CONTRACTOR

SHALL COMPACT THE SOIL TO 95% OF THE SOILS DENSITY. LlMEROCK FOR BEDDING SHALL NOT BE ALLOWED.

REVISIONS

BY DATE

CIT Y


SCALE: N.T.S.

S TAN DAR D S LINED SANITARY SEWER

PIPE CONNECTION DETAIL APPROVED BY: DATE: APRIL 2008

~.uM>i1.~ DWG.

DIRECTOR

No.

S30-64

DRAWING NUMBER

S30- 1

S30- 4

S30-10

S30-11

S30-17

S30-18

S30-21

S30-23

S30-24

S30-26

S30-27

S30-30

S30-31

S30-34

S30-40

S30-41

S30-50

S30-51

S30-52

S30-60

S30-62

S30-64

REVISIONS

BY DATE

SWB 09/06

SWB 04/08

SWB 09/08

SWB 01/10

DRAWING TITLE

SANITARY STRUCTURE NOTES

"PIG" LAUNCHER ACCESS

SANITARY PRECAST MANHOLE TYPE I

SANITARY PRECAST DROP MANHOLE TYPE I

SANITARY BRICK MANHOLE TYPE I

SANITARY BRICK MANHOLE TYPE II






SANITARY SEWER CLEAN OUT FOR TRAFFIC AREAS

SANITARY SEWER CLEAN OUT FOR NON TRAFFIC AREAS

HOUSE SERVICE CONNECTIONS

SEWAGE AIR/VACUUM VALVE AND MANHOLE

SEWAGE AIR/VACUUM VALVE AND UTILITY VAULT

SANITARY FIBERGLASS MANHOLE

SANITARY FIBERGLASS DROP MANHOLE

FIBERGLASS MANHOLE SCHEDULES

DISSIMILAR PIPE COUPLING

HOPE LINER REPAIR CONNECTION

LINED SANITARY SEWER PIPE CONNECTION


REVISION DATE

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

09/08

09/08

01/10

01/10

01/10

03/06

I ~ I 7lC I ~,

I

I I I

]

SANITARY SEWER DETAILS INDEX

~




N/A DWG. No.

S30-INDEX

DRAWING NUMBER

S40- 1

S40- 4

S40- 5

S40- 8

S40-10

S40-12

S40-14

S40-15

S40-16

S40-17

S40-18

S40-20

S40-21

S40-23

S40-25

S40-26

S40-27

S40-28

S40-29

S40-30

S40-31

S40-32

S40-44

S40-45

S40-47

S40-49

S40-50

S40-51

REVISIONS

BY DATE

SWB 03/06

SWB 09/06

SWB 09/07

SWB 09/08

DRAWING TITLE

STORM STRUCTURE NOTES


PRECAST MANHOLE RISER FOR BOX CULVERT


PRECAST STORM MANHOLE TYPE I

PRECAST STORM MANHOLE TYPE II

PRECAST STORM MANHOLE TYPE III

PRECAST STORM CONFLICT STRUCTURE

PRECAST STORM MANHOLE TYPE IV

STORM BRICK MANHOLE TYPE I

STORM BRICK MANHOLE TYPE II


TYPE III MANHOLE TOP SLAB

TYPE IV MANHOLE TOP SLAB


TYPE III MANHOLE RISER INTERMEDIATE SLAB

TYPE IV MANHOLE RISER INTERMEDIATE SLAB

TYPE I CATCH BASIN RISER INTERMEDIATE SLAB

TYPE II CATCH BASIN RISER INTERMEDIATE SLAB


TYPE III MANHOLE BASE AND WALL

TYPE IV MANHOLE BASE AND WALL

CA TCH BASIN THROAT CONFIGURATION

CA TCH BASIN FLOW LINE TRANSITIONS

CATCH BASIN AT GRANITE CURB TRANSITION

CA TCH BASIN CONNECTION TO EXISTING OFFSET CONDUIT

CA TCH BASIN GENERAL

CAST -IN-PLACE PORTION OF TYPE I, II, III, IV, AND V CATCH BASINS PLAN


REVISION DATE

03/06

03/06

03/06

09/08

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

09/08

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

NEW

03/06

03/06

I ~ I /K:. I ~ I ~

I I I I

STORM DRAINAGE DETAILS INDEX



SCALE: N.T.S. DIRECTOR N/A DWG. No.

S40-INDEX

DRAWING NUMBER

S40-52A

S40-52B

S40-53

S40-54

S40-55

S40-56

S40-57

S40-58A

S40-58B

S40-59

S40-60

S40-61

S40-62

S40-65

S40-66

S40-69

S40-71

S40-72

S40-73

S40-74

S40-75

S40-76

S40-77

S40-78

S40-80

S40-81

S40-83

S40-84

REVISIONS

BY DATE

SWB 06/04

SWB 12/04

SWB 09/05

SWB 09/07

DRAWING TITLE

TYPE I THRU V TYPICAL CATCH BASIN SECTIONS

TYPE I THRU V CATCH BASIN BASE AND WALL

CATCH BASIN COVER SLAB REINFORCING PLAN VIEW

CATCH BASIN COVER SLAB SECTIONS AND REINFORCING

TYPICAL WING ASSEMBLY

TYPICAL WING SHELF SECTIONS

WING COVER SLAB SECTIONS AND REINFORCING

TYPE S-I CATCH BASIN

TYPE S-II CATCH BASIN

TYPE S-I AND TYPE S-II SECTION VIEWS

TYPE H-I HEADSTRUCTURE

TYPE H-II HEADSTRUCTURE

TYPE H-III HEADSTRUCTURE

CONCRETE SPLASH PAD

CONDUIT JOINT WRAP

MASONRY BULKHEAD

BRICK GRATE INLET TYPE I

PRECAST GRATE INLET TYPE I

PRECAST GRATE INLET TYPE II

REINFORCEMENT AND MISCELLANEOUS FOR TYPE I AND TYPE II GRATE INLETS

GRATE AND FRAME FOR TYPE I AND II INLETS

PRECAST GRATE INLET TYPE III

REINFORCEMENT AND MISCELLANEOUS FOR TYPE III GRATE INLET

GRA TE AND FRAME FOR TYPE III INLET

FIL TRA TION SYSTEM NOTES

DETENTION AREA OUTFALL CONTROL STRUCTURE

FIL TRA TION SYSTEM COLLAR

FIL TRA TION UNDERDRAIN CLEANOUT

C I T Y S TAN DAR 0 S

REVISION DATE

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

09/07

09/07

NEW

NEW

NEW

NEW

NEW

NEW

03/06

03/06

03/06

03/06

I ~ I Ill:. I ~ I )JJE'

I ~

I I



SCALE: N. T.S.


N/A DWG. No.

S40-INDEX DIRECTOR

DRAWING NUMBER

S40-85

S40-86

S40-88

S40-92

S40-93

S40-94

S40-95

S40-96

REVISIONS

BY DATE

DRAWING TITLE

FILTRATION PIPE PERFORATIONS

POND PARALLEL PIPE FILTRATION SYSTEM

STANDARD SLOPES FOR NEW LAKES OR PONDS AND CHANNEL EXCAVATIONS

STAKED SILT BARRIER

CURB INLET FILTER FOR EROSION CONTROL AT CATCH BASIN

HAY BALE FOR EROSION CONTROL AT CATCH BASIN

FLOATING TURBIDITY BARRIER ELEVATIONS

FLOATING TURBIDITY BARRIER NOTES

C I T Y S TAN 0 A R 0 S

REVISION DATE

03/06

03/06

NEW

03/06

03/06

03/06

03/06

03/06

I ~ I Ill:. I ~,

I ~

I I I I



SCALE: N.T.S.

APPROVED BY:

N/A DIRECTOR

DATE: SEPT 2007

DWG. No.

S40-INDEX

NOTES FOR STORM STRUCTURES 1. ALL PIPE STUBS FROM STRUCTURES FOR FUTURE CONNECTIONS, SHALL BE INSTALLED WITH REMOVABLE

WATERTIGHT PLUGS, PLACED FROM WITHIN THE STRUCTURE.

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

3. STORM STRUCTURES SHALL NOT HAVE OUTSIDE DROP CONNECTIONS.

4. PROVIDE MINIMUM 8" SOLID WALL BETWEEN ALL OPENINGS FOR PIPES. SEAL BETWEEN PIPE AND STRUCTURE WITH NON SHRINK GROUT.

5. ALL BRICK SHALL BE CONCRETE OR CLAY BRICK AND SHALL HAVE A MINIMUM 3/4" CEMENT PLASTER COATING ON ALL SURFACES.

6. BENCH SHALL SLOPE @ 1: 12 MINIMUM.

7. PRECAST AND CAST-IN-PLACE MANHOLES, CATCH BASINS, AND GRATE INLETS ARE DESIGNED FOR A MAXIMUM DEPTH OF 12 FEET, STRUCTURES IN EXCESS OF 12 FEET, AS MEASURED FROM THE FINISHED GRADE TO THE INSIDE OF THE BASE SLAB, SHALL REQUIRE VERIFICATION OF THE STRUCTURAL DESIGN AND SPECIFIC MODIFICATIONS TO THE REINFORCING REQUIREMENTS FOR THE DEPTH REQUIRED.

8. PRIOR TO PRECASTING STRUCTURES THE PRECASTER SHALL SUBMIT SITE SPECIFIC INDIVIDUAL SHOP DRAWINGS FOR APPROVAL. SHOP DRAWINGS SUBMITTED FOR NON-STANDARD 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 LIMITED NUMBER OF SECTIONS, AS APPROVED BY THE ENGINEER.

10. ALL PRECAST STRUCTURES SHALL HAVE AN INTEGRAL FLOOR AND BASE RISER SECTION.

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

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

13. ALL REINFORCING STEEL SHALL HAVE A MINIMUM 2" CONCRETE COVER, UNLESS NOTED ELSEWHERE.

14. ADDITIONAL REINFORCEMENT IS REQUIRED IN ALL TYPE CATCH BASIN WALLS, GRATE INLETS, AND TYPE II, III, IV, AND TYPE V MANHOLE WALLS WITH OPENINGS FOR PIPE OR CULVERT. THE VERTICAL AND HORIZONTAL WALL REINFORCEMENT DISPLACED DUE TO OPENINGS SHALL BE REPLACED WITH ADDITIONAL REINFORCEMENT BARS ABOVE, BELOW, AND ON BOTH SIDES OF OPENING, EQUAL IN AREA TO THOSE DISPLACED. REPLACEMENT REINFORCEMENT SHALL BE PLACED WITH 3" CLEARANCE TO THE EDGES OF OPENINGS.

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

SWB 06/04

SWB 03/06

C I T Y S TAN DAR D S I ~ I

I b I I ;.JfJE I


SCALE: N.T.S.


APPROVIED BY: DATE: MARCH 1993

DWG. No.

S40- 1 ~t3.~ DIRECTOR


BRICK COURSE WITH 3/4"" PLASTER COATING \

~FINISHED GRADE

NOTE:

~. L-f= -t-= .--r r-~ __ ~~ ______ ~ __ ~~

~ .


~ WALL REINFORCEMENT-~ · --:V SEE STANDARD DETAIL-

~ TYPE I AND II MANHOLE BASE AND WALL

•

/

• \.. •

--I •

•

'---WT-WALL THICKNESSSEE STANDARD DETAILTYPE I AND II MANHOLE BASE AND WALL

TYPE II, TYPE III, OR TYPE IV MANHOLE RISER INTERMEDIATE SLAB

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


I BY DATE I

SWB 09/00 I I

~ [lL ~ ~

I I I I

PRECAST MANHOLE RISER DETAIL

SWB 06/01 APPROVED BY: ENGINEERING DEPARTMENT tt ,

I--_S_W_B_r-0_6_/_0_2-+-__ C_ITY_O_f _S_T._P_E_TE_R_S_BU_R_G_-I yJum.o B. ~ SWB 03/06 SCALE: N.T.S. DIRECTOR

DATE: MARCH 1993

DWG. No.

S40- 4

NOTE:

BRICK COURSE WITH PLASTER COATING


/ FINISHED GRADE


---. =-t- +-' .=r ~~--~~------~---4~

~ . ~

~

~

~

•

•

•

--

~ WALL REINFORCEMENT·I--V SEE STANDARD DETAIL-• ~ TYPE I AND II MANHOLE

BASE AND WALL

•

\-•

•

•

•

•

i\

'-'--WT-WALL THICKNESSSEE STANDARD DETAIL


-BOX CULVERT TOP SLAB

~ ADDITIONAL REINFORCING AS REQUIRED FOR RISER OVER BOX CULVERT, TYP.

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

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

SWB 03/06

C I T Y S TAN DAR D S I ~ I I rK:. I I ~'\ I I ;JfiE' I


SCALE: N.T.S.

PRECAST MANHOLE RISER FOR BOX CULVERT DETAIL


~g.ilfre. DIRECTOR

DWG. No.

S40- 5


TYPE I MANHOLE

ffC'EE NOIT 2 f# 'E\I~ it 0 G:u

CATCH BASIN W/O WING


#1 Bt=ISlE NOTE 2 TYPE II, III, IV, IV TOP SLAB

~SEE NOTE 2

~i n< SEE dOTE 2

CATCH BASIN/MANHOLE INTERMEDIATE SLAB

g;'~UOTE 2 & "B~ g SEE GROUT SEALING

• VIEW BELOW

PIPE KNOCKOUT, TYP.

~C~AT.!..::C~H'-.:!.B!...>.:AS=!.!.IN~Wu./--!.!W.!2..:IN!..><G TYPE II, III, IV, IV MANHOLE W/ BASE AND TOP SLAB

TYPICAL PRECAST JOINT ASSEMBLIES

STRUCTURE WALL

1/2" MORTAR JOINT, TYPICAL

ti77'777lr:.....1_ BRICK UNIT OR ANY CLASS CONCRETE ALLOWED FOR GAPS EXCEEDING 2-1/2"

CONDUIT WALL

MASONRY SEALING ~EW CAST -IN-PLACE

TYPICAL GROUTED PIPE SEALING AT STRUCTURE

NOTES: 1. JOINTS SHALL CONFORM TO ASTM C443.

PRECAST

2. A LAYER OF PREFORMED JOINT SEALING COMPOUND SUCH AS "RAM-NEK" SHALL BE INSTALLED AT ALL PRECAST STRUCTURE JOINTS AND STRUCTURE TOP AND CATCH BASIN LID PEDESTALS PRIOR TO ASSEMBLY.

3. FILTER FABRIC SHALL BE MIRAFI 140-N, OR APPROVED EQUAL. FILTER FABRIC IS TO BE PLACED IN A BEDDING OF BITUMINOUS MASTIC AND APPLIED AS PER FOOT DESIGN STANDARDS INDEX NO. 201.

4. FOR ADDITIONAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES.

RE~SIONS

BY DATE

SWB 06/01

CIT Y

IlL I ~ I

S TAN DAR D S PRECAST STRUCTURE JOINT ASSEMBLY AND

STRUCTURE SEALING DETAIL SWB 06/02

SWB 09/05

SWB 09/08

~ I

I----+-----+-----------l AP~PROVED BY: 13. tJ'1r ENGINEERING DEPARTMENT



DATE: MARCH 1993

DWG. No.

S40- 8

FINISHED GRADE


: X CO« BRICK COURSES WITH 3/4" ---~a-----J~----.-----~.L::!' PLASTER COATING

WALL REINFORCEMENTSEE STANDARD DETAILTYPE I AND II MANHOLE BASE AND WALL

6" TO BACK OF BELL, TYP.

DIAMETER INSIDE

l-I <::> GJ I

....J

....J « 3:

z ::!' CD

BENCH SLOPE --+--H-+--~ --WT-WALL THICKNESSSEE STANDARD DETAILTYPE I AND II MANHOLE LA TERAL STORM DRAIN


PLAN VIEW

NOTE:

~ BASE AND WALL

~=::::t:i:l::==~~ j t-tt:..!::::::;:::=;:=::::;::=:::;:~~ -.

~m!m~~~m~-... ---COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COARSE AGGREGATE, AS ORDERED


NON-SHRINK GROUT, TYP.

S C H E D U L E

RECOMMENDED MIMINUM DIAMETER MANHOLE

DIMENSION

RCP ERCP DIA.

24" N/A 4'

30" 19"x30" 5'

FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES.

REVISIONS

BY DATE

SWB 09/00

SWB 06/01

SWB 06/02

SWB 03/06

CIT Y S TAN DAR D S

IfL


SCALE: N.T.S.

PRECAST STORM MANHOLE TYPE I DETAIL


~13.~ DWG. No.

S40-10 DIRECTOR

FINISHED GRADE


.L ___ ,.....-....ca-__ ~Zl:::~:--- BRICK COURSES WITH 3/4" PLASTER COATING


6" TO BACK OF BELL, TYP. DIAMETER INSIDE

'--- WT-WALL THICKNESSSEE STANDARD DETAILTYPE I AND II MANHOLE BASE AND WALL

BENCH SLOPE --+--H--I----7'..

}--- WALL REINFORCEMENTSEE STANDARD DETAILTYPE I AND II MANHOLE BASE AND WALL

LA TERAL STORM DRAIN


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



S C H E D U L E

RECOMMENDED MIMINUM DIAMETER MANHOLE

DIMENSION

RCP ERCP DIA.

24" N/A 4'

30" 19"x30" 5'

42" 24"x38" 6'

48" 32"x49" 7'

PLAN VIEW 66" 38"x60" 8'

NOTE: FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES.

REVISIONS

BY DATE

SWB 09/00

CIT Y

IlL

S TAN 0 A R 0 S

PRECAST STORM MANHOLE TYPE II DETAIL

APPROVED BY: SWB 06/01

SWB 06/02

SWB 03/06 t-___ t-.......;.._-+_E_N_GI_NE_E_R_IN_G_D_EP_A_R_TM_E_N_T--j ~ a. J.1 ... _ I CITY of ST. PETERSBURG ~ I..J ~


DATE: MARCH 1993

DWG. No.

S40-12

[MANHOLE ACCESS-SEE STANDARD DETAIL-MANHOLE RING AND COVER CASTING

FINISHED GRADE ~

~ t~ L. i"-.

FJ: ~ BRICK COURSES WITH 3/4"

. .' .' I::= PLASTER COATING

TOP SLAB-SEE STANDARD DETAIL-----TYPE III MANHOLE TOP SLAB -- WT-WALL THICKNESS-

6" TO BACK OF BELL, TYP.~ SEE STANDARD DETAIL-TYPE III MANHOLE BASE AND WALL

V. :-.. WALL REINFORCEMENT-BENCH SLOPE r

~ V-- SEE STANDARD DETAIL-

]IF=~ TYPE III MANHOLE BASE LA TERAL STORM DRAIN Ll- ANO WALL

~ :::2: f ~ I~ . .--

BASE SLAB-SEE STANDARD DETAIL-TYPE III MANHOLE BASE AND WALL "'fAAAAAAAAJ'U""RRRRI'RHI' COMPACTED SUBGRADE, OR

4" CONCRETE MAT, OR

TYPICAL SECTION VIEW 6" COARSE AGGREGATE, AS ORDERED

£ ANTI-FLOTATION LIP-SEE STANDARD DETAIL":" S C H E 0 U L E TYPE III MANHOLE BASE AND WALL

W-INSIDE RECOMMENDED MIMINUM

WIDTH(W) MANHOLE DIMENSION

~ T RCP ERCP W

I L_---.l1 / - NON-SHRINK GROUT, TYP. 24" 14"x23" 4'

1 1/ 36" 22"x34" 5' --I~ ~1 42" 29"x45" 6'

54" 34"x53" 7'

= ~l w

66" 43"x68" 8'

orl 0

~ Vi I z 72" 48"x76" 9'

~

~ [\ 1

84" 53"x83" 10'

t\" ...J

(3) 63"x98" 11'

/ -- rl \ (3) 68"xl06" 12'

/ H--~ \ (3) (3) 13'

R=24" MIN.--.! '-4" MINIMUM J~ TYP. (3) (3) 14'

PLAN VIEW (3) (3) 15'

(3) (3) 16' NOTES: 1. MANHOLES LARGER THAN 16'x16' SHALL REQUIRE A SPECIAL DESIGN TO BE APPROVED BY THE ENGINEER. 2. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 3. MULTIPLE PIPES ALLOWED. SPACING BETWEEN PIPES TO BE DETERMINED BY THE ENGINEER. 4. L=BOX LENGTH PARALLEL TO MAIN PIPE RUN, W=BOX WIDTH PERPENDICULAR TO MAIN PIPE RUN.

e I T Y S T A N D A R D S REVISIONS PRECAST STORM MANHOLE I ~ I

BY DATE I IlL I SWB 06/98 I ~'1 I TYPE III DETAIL

I ,JiJF' I SWB 06/01 APPROVED BY: DATE: MARCH 1993 ENGINEERING DEPARTMENT

~,<1,~ SWB 06/02 CITY of ST. PETERSBURG DWG. No.

S40-14 SWB 03/06 SCALE: N.T.S. DIRECTOR

FINISHED GRADE MANHOLE ACCESS-SEE STANDARD DETAILMANHOLE RING AND COVER CASTING

-~--~.-----~ \~ ~!g BRICK COURSES WITH " t 3/4" PLASTER COATING :z::::::J!:::t "--- ADD. M.H. LOC., SEE NOTE 6

WALL REINFORCEMENTSEE STANDARD DETAILTYPE III MANHOLE BASE AND WALL

STORM DRAIN

TOP SLAB-~I~ SEE STANDARD DETAIL-

TYPE III MANHOLE TOP SLAB 0:: -~ ~ ____ --t+-t-- PIPE IN CONFLICT

~ t3 ____ -++-+-- JOINT FILLER, SEE NOTE 7 00

!A---+«=-------~=-----~:::......._;?~~-- 12" CL. MIN., SEE NOTE 2 1--- WT - WALL THICKNESS

SEE STANDARD DETAILTYPE III MANHOLE BASE

o • - I - - ....--I ........... --\--- FLOW CHANNEL, ~ ~ AND WALL

:!..=' 1J=:...=:J.::;;;r---------L.-----"""''-~:J=_=: SEE NOTE 5

D2w t-...... ,--- r;:::;...j"'!::;:::;:::;:::::;::;::;::::;:::;;::::;::::;::;::::::;::::;:::;:::;:::;:::::;::;::;:~~~, BASE SLAB-

COMPACTED SUBGRADE, SEE STANDARD DETAIL-OR 4" CONCRETE MAT, OR TYPE III MANHOLE BASE 6" COARSE AGGREGATE, AND WALL AS ORDERED SECTION A-A

NOTES:


A

FLOW ---

30"

MIN.

ANTI-FLOTATION LlPSEE STANDARD DETAILTYPE III MANHOLE BASE AND WALL

w o (f) FLOW z--

STORM DRAIN I ~t=I==---.l3:

FLOW CHANNEL ---;--r-I....j:=:::r::::;:::~;t---t:~::::;:::~Ft--r--~r--'-

12" MIN. (TYP.) ---t 4" MIN. TYP.

JOINT FILLER, SEE NOTE 7

CONFLICT PIPE JOINT CONFLICT PLAN VIEW

1. FOR GENERAL NOTES, SEE STANDARD-STORM STRUCTURE NOTES. 2. AREA BELOW PIPE IN CONFLICT AND ABOVE FLOW LINE OF OUTLET PIPE SHALL BE EQUAL TO OR GREATER

THAN OUTLET PIPE AREA. 3. NO CONFLICT PIPE JOINT SHALL BE WITHIN STRUCTURE. 4. ONLY DUCTILE IRON OR SEAMLESS STEEL PIPE PER SPECIFICATIONS SHALL BE ALLOWED TO PASS THROUGH

THE STRUCTURE. 5. SUMPED CONFLICT STRUCTURES SHALL NOT BE USED UNLESS SYSTEM IS HYDRAULICALLY DESIGNED TO

TAKE INTO ACCOUNT THE HEAD LOSS GENERATED IF THE SUMP BECOMES COMPLETELY BLOCKED. 6. USE TYPE B MANHOLE RING AND COVER CASTING AT UPSTREAM SIDE OF CONFLICT PIPE. IF IN A

POTENTIALLY HIGH MAINTENANCE AREA, INSTALL AN ADDITIONAL TYPE B MANHOLE RING AND COVER CASTING, ON DOWN STREAM SIDE OF THE CONFLICT PIPE, AS ORDERED OR DIRECTED.

7. CONFLICT PIPE SHALL HAVE A 1" COMPRESSIBLE JOINT FILLER BETWEEN THE PIPE AND THE STRUCTURE.

C I T Y S T A N 0 A R 0 S REVISIONS

~ PRECAST STORM CONFLICT BY DATE flC STRUCTURE DETAIL SWB 09/00

~, (TYPE III MH)

~ SWB 06/01 APPROVED BY: DATE: MARCH 1993 ENGINEERING DEPARTMENT SWB 06/02 CITY of ST. PETERSBURG ~B~~~ DWG. No.


FINISHED GRADE ~ MANHOLE RING AND COVER CASTING

[MANHOLE ACCESS-SEE STANDARD DETAlL-

ro x .Li ~ « ~ :::!: ~ ~ BRICK COURSES WITH 3/4"

-"'-- ... PLASTER COATING

TOP SLAB-SEE STANDARD DETAIL------" .:::. . _._.-

~

TYPE IV MANHOLE TOP SLAB --. WT-WALL THICKNESS-SEE STANDARD DETAIL-

rBENCHl TYPE IV MANHOLE BASE AND WALL

SLOPE

~. 1 \ .... WALL REINFORCEMENT-

/I 1\ .... V SEE STANDARD DETAIL-b=

t-~ ~ - TYPE IV MANHOLE BASE AND WALL LA TERAL STORM DRAIN ..

I I'- BOX CULVERT . ~ ~~~I- 1 SEE SCH. BELOW I. ~ j i~ L --- ~ ~

BASE SLAB-SEE STANDARD DETAIL- •• : :.' ••••••••••••• : •• -. TYPE IV MANHOLE BASE AND WALL .. COMPACTED SUBGRADE, OR

c~~~c~~~~~~~~~~ ~~

4" CONCRETE MAT, OR

TYPICAL SECTION VIEW 6" COARSE AGGREGATE. AS ORDERED

L ANTI-FLOTATION LIP-SEE STANDARD DETAIL- S C H E D U L E TYPE IV MANHOLE BASE AND WALL

RECOMMENDED MIMINUM W-INSIDE WIDTH(W) MANHOLE

DIMENSION I I

/ NON-SHRINK GROUT, TYP. SPAN(5) W 1 _____ 1 r-I-- -- -1-~

3' 5'

hi tl -.... 4' 6'

"I 4' 7' ~

~l f----I--- w 5' 8'

I I 0 V'i 6' g'

II ~ z

r---~~ I 7' 10' --l

I 8' 11'

-¥&I 1------~ I'- g' 12'

J t--

1-----1 10' 13'

R=24" MIN~ I I 4" MIN. TYP. 1" 14'

12' 15' PLAN VIEW

12' 16' NOTES: 1. MANHOLES LARGER THAN 16'x16' SHALL REQUIRE A SPECIAL DESIGN TO BE APPROVED BY THE ENGINEER. 2. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 3. MULTIPLE BOX CULVERTS ALLOWED. SPACING BETWEEN BOXES TO BE DETERMINED BY THE ENGINEER. 4. L=BOX LENGTH PARALLEL TO MAIN PIPE RUN, W=BOX WIDTH PERPENDICULAR TO MAIN PIPE RUN. 5. BOX CULVERT DIMENSIONS PER ASTM C 1433.

C I T Y S T A N D A R D S REVISIONS PRECAST STORM MANHOLE I ~ I

BY DATE

~ SWB 06/02 TYPE IV DETAIL SWB 03/06 APPROVED BY: DATE: JUNE 2001 ENGINEERING DEPARTMENT

CITY of ST. PETERSBURG <-dv~f3.~ DWG. No.


FINISHED GRADE MANHOLE ACCESS- SEE STANDARD DETAILMANHOLE RING AND COVER CASTING

18" MAX. COVER UNDER PAVEMENT

IM-------f~------BRICK COURSES WITH 3/4"

I

3/4" PLASTER COATING----I.-M.,.


BT -BASE THICKNESS

~ : ::J <.O~ 1-

- Z N~

PLASTER COATING

8"-WT W MAXIMUM COVER 12 -WT W/O MAXIMUM COVER

TO BACK OF BELL, TYP.

LA TERAL STORM DRAIN

SEAL OPENINGS WITH NON-SHRINK GROUT

SEE SCHEDULE BELOW +---~~~~~~~~~~~~ 2" COVER

~ COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR

DIAMETER-INSIDE

6" COARSE AGGREGATE, AS

TYPICAL SECTION VIEW ORDERED

ANTI-FLOTATION LIP-SEE SCHEDULE BELOW

WT-WALL THICKNESS, SEE NOTATION ABOVE

S C H E D U L E RECOMMENDED DIA. BASE BASE H BT ANTI- BASE

MAXIMUM DIA. DIA. FLOAT PIPE

INSIDE 8" WALL 12" WALL MAX. MIN. LIP

. REINFORCEMENT

PLAN VIEW 24" 4' 6'-4" 7'-0" 6' 8" 6" #6 @ 12" EW

30" 5' 7'-4" 8'-0" 8' 8" 6" #6 @ 9" EW

42" 6' 8'-4" 9'-0" 8' 8" 6" #6 @ 9" EW

42" 6' 8'-4" 9'-0" 15' 12" 6" #6 @ 6" EW

NOTES:

1. FOR GENERAL NOTES SEE, STANDARD DETAIL-STORM STRUCTURE NOTES. 2. NO INLET PIPE SHALL BE INSTALLED IN THE CONE SECTION.


6§ BY DATE ilL

STORM BRICK MANHOLE DETAIL TYPE SWB 06/98 ~

~ MARCH 1993 SWB 06/02 APPROVED BY:


I--_S_W_B_+--_06....:./_0_4-+ __ C_I_TY_of_ST_._P_E_TE_R_S_BU_R_G_--I ~ t3, iJ~ SWB 03/06 SCALE: N.T.S. DIRECTOR

DATE:

DWG. No.

S40-17

MANHOLE ACCESS- SEE STANDARD DETAllMANHOLE RING AND COVER CASTING

FINISHED GRADE \

T1~----~~~-----

18" MAX. COVER UNDER PAVEMENT

TOP SlAB-SEE STANDARD DETAllTYPE II MANHOLE TOP SLAB

I

.r-___ ~---~~ .. ~==~-BRICK COURSES WITH 3/4" PLASTER COATING

8"-WT W MAXIMUM COVER 12 -WT W 0 MAXIMUM COVER

TO BACK OF BEll, TYP.

3/4" PLASTER COATING - --t-"~ lA TERAl STORM DRAIN


BT -BASE THICKNESS SEE SCHEDULE BELOW

PLAN VIEW

NOTE:

DIAMETER-INSIDE


ANTI-FLOTATION LIP-SEE SCHEDULE BELOW

WT -WAll THICKNESS, SEE NOTATION ABOVE

S C H E D RECOMMENDED DIA. BASE BASE

MAXIMUM INSIDE DIA. DIA. PIPE 8" WAll 12" WAll

24" 4' 6'-4" 7'-0"

30" 5' 7'-4" 8'-0"

42" 6' 8'-4" 9'-0"

42" 6' 8'-4" 9'-0"

~- SEAL OPENINGS WITH NON-SHRINK GROUT


U L E

H BT ANTI- BASE MAX. MIN. FLOAT. REINFORCEMENT

LIP

6' 8" 6" #6 @ 12" EW

8' 8" 6" #6 @ 9" EW

8' 8" 6" #6 @ 9" EW

15' 12" 6" #6 @ 6" EW

FOR GENERAL NOTES, SEE STANDARD DETAil-STORM STRUCTURE NOTES.

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

SWB 06/04

SWB 03/06

CIT Y S TAN 0 A R 0 S AAl I


SCALE: N.T.S.

STORM BRICK TYPE "

APPROVED BY:

MANHOLE DETAIL

DATE: MARCH 1993

~i3>~ DWG. No.

S40-18 DIRECTOR


PLAN VIEW

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

TOP SLAB THICKNESS-£ : -r- """T"" :....,.,. SEE SCHEDULE BELOW : : ]

1-1/2" TYPICALt I. DIAMETER .. I WT 1 .. 2" COVER


S C H E 0 U L E

w WT TOP ACCESS MAIN ADDITIONAL 0.. DIAMETER WALL SLAB >- DIAMETER REINFORCEMENT REINFORCEMENT f- THICKNESS THICKNESS

4' 6" 8" 24" #6 @ 12" EW 2-#8 @ 3" OC f- 5' 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" OC (/)

« u 6' 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" OC w a:: 7' 8" 8" 32" #6 @ 10" EW 2-#8 @ 3" OC 0..

8' 8" 8" 32" #6 @ 10" EW 2-#8 @ 3" OC

4' 8" 8" 24" #6 @ 12" EW 2-#8 @ 3" OC :::.:: 5' 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" OC u a:: 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-STORM STRUCTURE NOTES. 2. OPENING SHALL BE CENTERED IN TOP SLAB, UNLESS OTHERWISE NOTED, OR SHOWN. 3. SEE BRICK MANHOLE DETAIL FOR OTHER CONDITIONS.


I BY DATE I

I I

SWB 06/02

~ !lL ~'1 ~

I I I I

TYPE II MANHOLE TOP SLAB DETAIL

APPROVED BY: 03/06 SWB DA TE: JUNE 2001

DWG. No.

S40-20


t--__ -+ ___ -t-_C_I_TY_Of_ST_._P_E_TE_R_S_BU_R_G_-I ~ .8. ~ SCALE: N. T.S. DIRECTOR

f\ MAIN REINFORCING BARS-SEE SCHEDULE BELOW

J (\ '~-I ~ -Jl=-=- :+-- =il p:/[f' J I <" ..... II

........ Ul

W u.: 0::

LI (j~'?~ ~ « ADDITIONAL REINF., II

0 z m __ I ,?-v ,?X; ~v Vi W SEE SCHEDULE BELOW z 0::1-

~ ~O~ I I" 0::

I ,?(j~~v 0

j --1 'I Ul

~~ ~t--- '-'

I-r I 3:

- r-WT W-INSIDE WT

K REINF. (LONG BARS)

ADDITIONAL RE~ ~PLAN VIEW r.ls: MAIN REINFORCING BARS OR J AND K REINF,

TOP SLAB THICKNESS--L~~ l,-- =7?'1 ~ 3/4" CHAMFER, TYP. SEE SCHEDULE BELOW J

1-1/..2" TYPICAL f .. I WT I.. W OR L-INSIDE .. I WT I .. . 2" COVER


S C H E D U L E

WIDTH LENGTH WT TOP ACCESS MAIN REINFORCEMENT ADDITIONAL

z INSIDE INSIDE WALL SLAB DIAMETER REINFORCEMENT >-~ THICKNESS THICKNESS J REINF. K REINF. «Ul 3:w

0 4' TO 16' 4' 8" 8" 24" #6 @ 12" OC #4 @ 12" OC 2-#8 @ 3" OC

wm 4' TO 16' 5' 8" 8" 32" #6 @ 9" OC #4 @ 12" OC 2-#8 @ 3" OC z« 0--1 4' TO 16' 6' 8" 8" 32" #6 @ 8" OC #4 @ 12" OC 2-#8 @ 3" OC Ul

4' TO 16' 7' 8" 8" 32" #6 @ 6" OC #4 @ 12" OC 2-#8 @ 3" OC

MAIN REINFORCEMENT

4' 4' 8" 8" 24" #6 @ 12" EW 2-#8 @ 3" OC

5' 5' 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" OC

6' 6' 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" OC

7' 7' 8" 8" 32" #6 @ 12" EW 2-#8 @ 3" OC

z 8' 8' 8" 10" 32" #6 @ 12" EW 2-#8 @ 3" OC >-~ 9' 9' 8" 10" 32" #6 @ 12" EW 2-#8 @ 3" OC «Ul 3:w

10' 10' 8" 10" 32" #6 @ 9-1/2" EW 2-#8 @ 3" OC 0

am 11' 11' 8" 10" 32" #6 @ 8" EW 2-#8 @ 3" OC 3:«

r---1 Vl 12' 12' 8" 10" 32" #6 @ 7" EW 2-#8 @ 3" OC

13' (3) 13' (3) 10" 12" 32" #6 @ 8" EW 2-#8 @ 3" OC

14' (3) 14' (3) 10" 12" 32" #6 @ 6" EW 2-#8 @ 3" OC

15' (3) 15' (3) 10" 12" 32" #7 @ 8" EW 2-#8 @ 3" OC

16' (3) 16' (3) 10" 12" 32" #7 @ 7" EW 2-#8 @ 3" OC

NOTES: 1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. OPENING SHALL BE CENTERED IN TOP SLAB, UNLESS OTHERWISE NOTED, OR SHOWN. 3. SHALL BE CAST -IN-PLACE WHEN SIZE EXCEEDS 12' OVERALL DIMENSION. 4. FOR WIDTH AND LENGTH COMBINATIONS NOT SHOWN, USE REINFORCEMENT, WALL, AND TOP SLAB THICKNESS

FOR LONGER DIMENSION FOR BOTH.

e I T Y S T A N D A R D S REVISIONS TYPE III MANHOLE I ~ I

BY DATE I flL I SWB 06/02 I ~ I TOP SLAB DETAIL

I ~ I SWB 06/04 ENGINEERING DEPARTMENT


SWB 03/06 CITY of ST. PETERSBURG ~!3.~ DWG. No.


ADDITIONAL REINFORCING BARS, ~ SEE SCHEDULE BELOW

A'- MAIN REINFORCING BARS-~EE SCHEDULE BELOW

~~ ¥-~- , U~ <{ - -

II w II II 9~' 9 I CJG~<V j- I (f) I ,?,'?:.J OJ

~ I II ~O~ I ~ II ~cf«;<vv I

4--:~ U~<{ f- -r-:!:

'---I I

WT W-INSIDE WT a... :::::E a a f- f-

PLAN VIEW f-a

~ .-f:- - TOP OJ

2" COVER A B A BOTTOM ~ 3/4" CHAMFER, TYP. ..

TOP SLAB THICKNESS- -if>:..:.... ........ , • MAIN ROW C (TOP) . ~LI.-SEE SCHEDULE BELOW _~

I ADDITIONAL REINF.

I

1-1/2" TYPICALf 1-;rJ.. W OR L-INSIDE MAIN ROW A AND B, .. !V! I ALSO MAIN ROW FOR 2" COVER

TYPICAL SECTION VIEW 5'x5',AND 6'x6' MH (BOTTOM)

S C H E D U L E

W x L WT TOP

ACCESS MAIN ADDITIONAL INSIDE

WALL SLAB DIA. REINFORCEMENT REINFORCEMENT

THKNESS THKNESS

5'x5' 8" 10" 32" #6 @ 12" EW 2-#8 @ 3" OC

6'x6' 8" 12" 32" #7 @ 7" EW 2-#8 @ 3" OC

A B C REINFORCEMENT REINFORCEMENT REINFORCEMENT

7'x7' 8" 12" 32" 4-#8 @ 7" OC #6 @ 12" OC N/A 2-#8 @ 3" OC

8'x8' 8" 13" 32" 4-#8 @ 7" OC #6 @ 12" OC N/A 2-#8 @ 3" OC

9'x9' 8" 13" 32" 5-#8 @ 5" OC #6 @ 12" OC 8-#6 @ 3" OC 2-#8 @ 3" OC

10'x10' 8" 14" 32" 5-#8 @ 5" OC #6 @ 9-1/2" OC 3-#6 @ 10" OC 2-#8 @ 3" OC

11'xl1' 8" 15" 32" 4-#9 @ 7" OC #6 @ 8" OC 1-#8 2-#8 @ 3" OC

12'x12' 8" 15" 32" 5-#9 @ 5" OC #6 @ 7" OC 5-#8 @ 5" OC 2-#8 @ 3" OC

13'x13'(3) 10" 16" 32" 4-#10 @ 7" OC #6 @ 8" OC 4-#9 @ 7" OC 2-#8 @ 3" OC

14'x14'(3) 10" 17" 32" 4-#10 @ 7" OC #6 @ 6" OC 3-#9 @ 10" OC 2-#8 @ 3" OC

15'x15'(3) 10" 17" 32" 5-#10 @ 5" OC #7 @ 8" OC 5-#9 @ 5" OC 2-#8 @ 3" OC

16'x16'(3) 10" 18" 32" 5-#10 @ 5" OC #7 @ 7" OC 5-#9 @ 5" OC 2-#8 @ 3" OC

NOTES: 1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. OPENING SHALL BE CENTERED IN TOP SLAB, UNLESS OTHERWISE NOTED, OR SHOWN. 3. SHALL BE CAST -IN-PLACE WHEN SIZE EXCEEDS 12' OVERALL DIMENSION. 4. FOR WIDTH AND LENGTH COMBINATIONS NOT SHOWN, USE REINFORCEMENT, WALL, AND TOP SLAB THICKNESS

FOR LONGER DIMENSION FOR BOTH.

e I T Y S T A N D A R D S REVISIONS TYPE IV MANHOLE I ~ I

BY DATE I flC I SWB 06/02 I ~ I TOP SLAB DETAIL


CITY of ST. PETERSBURG ~13,~ DWG. No.

SCALE: S40-23 N.T.S. DIRECTOR

MAIN REINFORCING BARSSEE SCHEDULE BELOW


PLAN VIEW

ADDIllONAL REINF.~EINFOR~ 3/4" CHAMFER, TYPICAL ~

INTERMEDIATE SLAB lHICKNESS-{ = J. SEE SCHEDULE BELOW 2!f

1-1/2" TYPICAL! I.. DIAMETER .. I WT I .. 2" COVER L 6x6-W2.9xW2.9


S C H E D U L E

WT INTERMEDIATE MAIN ADDITIONAL

DIAMETER WALL SLAB REINFORCEMENT REINFORCEMENT

THICKNESS THICKNESS

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-STORM STRUCTURE NOTES. 3. OPENING SHALL BE CENTERED IN TOP SLAB, UNLESS OTHERWISE NOTED, OR SHOWN. 4. NOT ALLOWED WITH BRICK MANHOLES.


BY DATE

SWB 06/02

TYPE II MANHOLE RISER INTERMEDIATE SLAB DETAIL



SCALE: N.T.S.


~B,d:kr& DIRECTOR

DWG. No.

S40-25

- MAIN REINFORCING BARSII SEE SCHEDULE BELOW

.-----------.------,~,+--.'~

,z: [V -I h =-d;;;;;;:,~~J =-=1=~=-+=~:;1:=-l---==+ ADDITIONAL REINF., SEE SCHEDULE BELOW

p~ J~, II

__ ~ ,\ ... ~~<v~ ::

w o U'i z I

--l I II ---r-%<$''?' II

= ~ 1 r~=-;~P-~;::;;tT~=-=:..t==-==:!J*=I-;:::~t ~4_--------~--------r_~---

WT W-INSIDE WT

PLAN VIEW 3-1/4" :

ADDITIONAL REINF.~MAIN REINFORC~'NG B: 3/4" CHAMFER, TYPICAL ~ ~ __

INTERMEDIATE SLAB THICKNESS-{~'- ~ D t SEE SCHEDULE BELOW __________ ~

1-1/2" TYPICALf 1 '1J I.. W OR L-INSIDE .. I WT I ..

2-' 4" I ~ j * J '\ '----rl.

W x L WT

INSIDE WALL

THICKNESS

6'x6' 8"

7'x7' 8"

8'x8' 8"

9'x9' 8"

10'x10' 8"

11'x11' 8"

12'x12' 8"

13'x13' (3) 10"

14'x14' (3) 10"

15'x15'(3) 10"

16'x16' (3) 10"

NOTES:

2" COVER


S C H E D U L E

INTERMEDIA TE MAIN

L 6x6-W2.9xW2.9

KEY WAY DETAIL

ADDITIONAL SLAB

REINFORCEMENT REINFORCEMENT THICKNESS

8" #6 @ 12" EW 2-#8 @ 3" OC

8" #6 @ 12" EW 2-#8 @ 3" OC

10" #6 @ 12" EW 2-#8 @ 3" OC

10" #6 @ 12" EW 2-#8 @ 3" OC

10" #6 @ 9-1/2" EW 2-#8 @ 3" OC

10" #6 @ 8" EW 2-#8 @ 3" OC

10" #6 @ 7" EW 2-#8 @ 3" OC

12" #6 @ 8" EW 2-#8 @ 3" OC

12" #6 @ 6" EW 2-#8 @ 3" OC

12" #7 @ 8" EW 2-#8 @ 3" OC

12" #7 @ 7" EW 2-#8 @ 3" OC

1. FOR USE WITH MANHOLES DEEPER THAN 10', FROM RIM TO INVERT. 2. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 3. SHALL BE CAST -IN-PLACE WHEN SIZE EXCEEDS 12' OVERALL DIMENSION. 4. OPENING SHALL BE CENTERED IN TOP SLAB, UNLESS OTHERWISE NOTED, OR SHOWN. 5. FOR WIDTH AND LENGTH COMBINATIONS NOT SHOWN, USE REINFORCEMENT, WALL, AND INTERMDEIATE SLAB

THICKNESS FOR LONGER DIMENSION FOR BOTH.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06

C I T Y S TAN DAR D S I ~ I I flL I I ~, I I ~ I


SCALE: N.T.S.

TYPE III MANHOLE INTERMEDIATE SLAB

RISER DETAIL


DWG. No.

DIRECTOR S40-26

ADDITIONAL REINFORCING BARS.-~ ~' MAIN REINFORCING BARS-SEE SCHEDULE BELOW SEE SCHEDULE BELOW

~ ~- ~~~ u-lo

~.

w ry'1~ II 0

I : I ( IX -\<v«- 1\ I Vi w z I I ~<v 'I II I II ~~,,?, ~ -I I 4:~=4 u-~o f-

3: '-

WTI I I

WT W-INSIDE CL :::!: 0 0

PLAN VIEW f- f-f-

3-1/4" : 0

tL ~-TOP OJ

l=W" I ~ ~ D E D -BOTTOM 4fr.: J 2" COVER ~ 3/4" CHAMFER, TYP. ,\

J II I INTERMEDIA TE -de" " y • MAIN ROW F (TOP)l SLAB THICKNESS-

SEE SCHEDULE BELOW I L---...-. 'LL II I

~r;1 ADDITIONAL REINF. ~

1-1/2" TYPICAJ @ .. MAIN ROW D AND E ~ W OR L-INSIDE (BOTTOM) 6x6-W2.9xW2.9

2" COVER TYPICAL SECTION VIEW KEY WAY DETAIL

S C H E 0 U L E

W x L WT INTRMD.

D E F ADDITIONAL INSIDE

WALL SLAB REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT

THICKNESS THICKNESS

6'x6' 8" 12" 4-#7 @ 7" OC #6 @ 12" OC N/A 2-#8 @ 3" OC

7'x7' 8" 12" 4-#8 @ 7" OC #6 @ 12" OC N/A 2-#8 @ 3" OC

8'x8' 8" 13" 4-#8 @ 7" OC #6 @ 12" OC N/A 2-#8 @ 3" OC

9'x9' 8" 13" 5-#8 @ 5" OC #6 @ 12" OC 8-#6 @ 3" OC 2-#8 @ 3" OC

10'x1O' 8" 14" 5-#8 @ 5" OC #6 @ 9-1/2" OC 3-#6 @ 10" OC 2-#8 @ 3" OC

11'x11' 8" 14" 4-#9 @ 7" OC #6 @ 8" OC 1-#8 2-#8 @ 3" OC

12'x12' 8" 15" 5-#9 @ 5" OC #6 @ 7" OC 5-#8 @ 5" OC 2-#8 @ 3" OC

13'x13' (3) 10" 16" 4-#10 @ 7" OC #6 @ 8" OC 4-#9 @ 7" OC 2-#8 @ 3" OC

14'x14'(3) 10" 17" 4-#10 @ 7" OC #6 @ 6" OC 3-#9 @ 10" OC 2-#8 @ 3" OC

15'x15' (3) 10" 17" 5-#10 @ 5" OC #7 @ 8" OC 5-#9 @ 5" OC 2-#8 @ 3" OC

16'x16' (3) 10" 18" 5-#10 @ 5" OC #7 @ 7" OC 5-#9 @ 5" OC 2-#8 @ 3" OC

NOTES: 1. FOR USE WITH MANHOLES DEEPER THAN 10', FROM RIM TO INVERT. 2. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 3. SHALL BE CAST -IN-PLACE WHEN SIZE EXCEEDS 12' OVERALL DIMENSION. 4. OPENING SHALL BE CENTERED IN TOP SLAB, UNLESS OTHERWISE NOTED, OR SHOWN. 5. FOR WIDTH AND LENGTH COMBINATIONS NOT SHOWN, USE REINFORCEMENT, WALL, AND INTERMEDIATE SLAB


e I T Y S T A N 0 A R 0 S REVISIONS TYPE IV MANHOLE RISER I ~ I

BY DATE I flL I SWB 06/02 I ~ I INTERMEDIATE SLAB DETAIL


CITY of ST. PETERSBURG ~13,£J~ DWG. No.


r- MAIN REINFORCING BARS-.11 SEE SCHEDULE BELOW

ADDITIONAL REINFORCING BARS, ~

~~== , f-

3: SEE SCHEDULE BELOW - == 11

~~= I w

II 0 Vi z

III II I "co I II I -l

INSIDE FACE OF BASIN TO BE FLUSH [L_-rr - ~~ N

WITH INSIDE FACE OF STRUCTURE =F ::::::lI ===t f-3:

3'-6" 3-1/4" --WT W-INSIDE WT 2-1L4" --PLAN VIEW 1"

PROPOSSED CB WALL~~ ~

ADDITIONAL REINF. ~EINFORCING "'/1 6x6-W2.9xW2.9 ~ 4-1/4"

t 3/4" CHAMFER, TYPICAL ~ \\ \

INTERMEDIATE III III ~ '--

1 SLAB THICKNESS- {~::'-~ I' '~., , ,

SEE SCHEDULE BELOW II II J J- f-

1-1/2" TYPICAL IWTI W OR L-INSIDE WT ~ 8" WT

2" COVER -- 10" WT


S C H E 0 U L E

W x L WT INTRMD.

MAIN ADDITIONAL INSIDE

WALL SLAB REINFORCEMENT REINFORCEMENT

THICKNESS THICKNESS

4'x4' 8" 8" #6 @ 12" EW 2-#8 @ 3" OC

5'x5' 8" 8" #6 @ 12" EW 2-#8 @ 3" OC

6'x6' 8" 8" #6 @ 12" EW 2-#8 @ 3" OC

7'x7' 8" 8" #6 @ 12" EW 2-#8 @ 3" OC

8'x8' 8" 10" #6 @ 12" EW 2-#8 @ 3" OC

9'x9' 8" 10" #6 @ 12" EW 2-#8 @ 3" OC

10'x10' 8" 10" #6 @ 9-1/2" EW 2-#8 @ 3" OC

11 'x11' 8" 10" #6 @ 8" EW 2-#8 @ 3" OC

12'x12' 8" 10" #6 @ 7" EW 2-#8 @ 3" OC

13'x13' (2) 10" 12" #6 @ 8" EW 2-#8 @ 3" OC

14'x14' (2) 10" 12" #6 @ 6" EW 2-#8 @ 3" OC

15'x15' (2) 10" 12" #7 @ 8" EW 2-#8 @ 3" OC

16'x16' (2) 10" 12" #7 @ 7" EW 2-#8 @ 3" OC

NOTES: 1. FOR GENERAL NOTES, SEE STANDARD DETAIL -STORM STRUCTURE NOTES. 2. SHALL BE CAST -IN-PLACE WHEN SIZE EXCEEDS 12' OVERALL DIMENSION. 3. FOR WIDTH AND LENGTH COMBINATIONS NOT SHOWN, USE REINFORCEMENT, WALL, AND INTERMEDIATE SLAB


e I T Y S T A N D A R D S REVISIONS

I ~ I TYPE I CATCH BASIN RISER BY DATE I ilL I INTERMEDIATE SLAB DETAIL

SWB 06/02 I ~, I (FOR TYPE III MANHOLE) I ~ I SWB 03/06 APPROVED BY: DATE: JUNE 2001 ENGINEERING DEPARTMENT

~ CITY of ST. PETERSBURG ~f3. DWG. No.


.IJr- MAIN REINFORCING BARS-'/ SEE SCHEDULE BELOW

ADDITIONAL REINFORCING BARS, ~ rsrt: =F F-

' , I-3:

SEE SCHEDULE BELOW F= fiT I w

II 0 V5

:: II z

,I 10 I II I --1

INSIDE FACE OF BASIN TO BE FLUSH I Lor- ~ "'c-.J

WITH INSIDE FACE OF STRUCTURE =F jb;; F ===t I-3:

7'-8" 3-1/4" ---WT W-INSIDE WT 2-1L4" ---PLAN VIEW 1"

PROPOSSED CB WALL ~~ ~

ADDITIONAL REINF. ~ REINFORCING BA",{JI 6x6-W2.9xW2.9 ~ 4-1/4" ,

3/4" CHAMFER, TYPICAL ~ \\ ~ ,,'--1" INTERMEDIATE {l=€' ......... "1 /T.'--l~

SLAB THICKNESS-SEE SCHEDULE BELOW II II "I_ I----

1-1/2" TYPICAL lwrl W OR L-INSIDE WT f....--./ 8" WT --

2" COVER -- 10" WT


S C H E D U L E

W x L WT INTRMD.

MAIN ADDITIONAL INSIDE

WALL SLAB REINFORCEMENT REINFORCEMENT

THICKNESS THICKNESS

4'x4' 8" 8" #6 @ 12" EW 2-#8 @ 3" OC

5'x5' 8" 8" #6 @ 12" EW 2-#8 @ 3" OC

6'x6' 8" 8" #6 @ 12" EW 2-#8 @ 3" OC

7'x7' 8" 8" #6 @ 12" EW 2-#8 @ 3" OC

8'x8' 8" 10" #6 @ 12" EW 2-#8 @ 3" OC

9'x9' 8" 10" #6 @ 12" EW 2-#8 @ 3" OC

1 O'x1 0' 8" 10" #6 @ 9-1/2" EW 2-#8 @ 3" OC

11'x11' 8" 10" #6 @ 8" EW 2-#8 @ 3" OC

12'x12' 8" 10" #6 @ 7" EW 2-#8 @ 3" OC

13'x13' (2) 10" 12" #6 @ 8" EW 2-#8 @ 3" OC

14'x14' (2) 10" 12" #6 @ 6" EW 2-#8 @ 3" OC

15'x15' (2) 10" 12" #7 @ 8" EW 2-#8 @ 3" OC

16'x16' (2) 10" 12" #7 @ 7" EW 2-#8 @ 3" OC

NOTES: 1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. SHALL BE CAST -IN-PLACE WHEN SIZE EXCEEDS 12' OVERALL DIMENSION. 3. FOR WIDTH AND LENGTH COMBINATIONS NOT SHOWN, USE REINFORCEMENT, WALL, AND INTERMEDIATE SLAB


e I T Y S T A N D A R D S REVISIONS

I ~ I TYPE II CATCH BASIN RISER BY DATE I !lC I INTERMEDIATE SLAB DETAIL

SWB 06/02 I ~ I (FOR TYPE III MANHOLE) I ~ I SWB 03/06 APPROVED BY: DATE: JUNE 2001 ENGINEERING DEPARTMENT

CITY of ST. PETERSBURG ~f3.Ij~ DWG. No.


r & SLAB REINFORCEMENT-SEE SCHEDULE BELOW

\ 1 WT-WALL THICKNESS-~ ~ --SEE SCHEDULE BELOW J _vp

WALL REiNFORCEMENT-~ SEE SCHEDULE BELOW ~ AND NOTE 2, BELOW

PLAN VIEW

~ DIAMETER

WALL REINFORCEMENT -~ INSIDE SEE SCHEDULE BELOW

. i'

AND NOTE 2, BELOW ~. (f) · w 0::

SEE NOTE 4 « > BASE SLAB REINFORCEMENT-~ . BELOW ·

SEE SCHEDULE BELOW '0-

t ~ ~ ·

2" COVERt

. 0-- BASE SLAB THICKNESS-

I. .. I SEE SCHEDULE BELOW

BASE DIAMETER

TYPICAL SECTION

S C H E D U L E

DIAMETER BASE WT

WALL BASE BASE

WALL SLAB SLAB INSIDE DIAMETER THICKNESS REINFORCMENT THICKNESS REINFORCEMENT

4' 5'-0" 6" #4 @ 12" EW 8" #6 @ 12" EW

5' (3) 6'-4" 8" #4 @ 12" EW 8" #6 @ 12" EW

6' 7'-4" 8" #4 @ 12" EW 8" #6 @ 12" EW

7' 8'-4" 8" #4 @ 12" EW 8" #6 @ 10" EW

8' 9'-4" 8" #4 @ 12" EW 10" #6 @ 10" EW

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

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 0 A R 0 S REVISIONS TYPE I AND " MANHOLE I ~ I

BY DATE I flL I SWB 06/02 I ~ I BASE AND WALL DETAIL

I ~ I SWB 06/04 APPROVED BY: DATE: JUNE 2001


~(j.~ SWB 03/06 CITY of ST. PETERSBURG DWG. No.


- - - r F - SLAB REINFORCEMENT-

SEE SCHEDULE BELOW L r-..

WALL REINFORCEMENT- -~

C/l

......... ~ " u: a::: SEE SCHEDULE BELOW ..... w « 0 z

1 Vi III

WT - WALL THICKNESS- f--- w I z a::: f-

SEE SCHEDULE BELOW I a::: 0 ....J Z I

WALL REINFORCEMENT- - - ~ C/l '-./

2" CONCRETE COVER . fJ - -

ANTI-FLOTATION LlP- ~ TYPICAL ALL SIDES, 'I'-., W-INSIDE 1-SEE SCHEDULE BELOW P REINF.

(LONG BARS) PLAN VIEW

r' >-V- WALL REINFORCEMENT-WINSIDE ~ SEE SCHEDULE BELOW C/l w

SEE NOTE 14-0:: « STANDARD DETAIL- I4i BASE SLAB REiNFORCEMENT-> STORM STRUCTURE ~ SEE SCHEDULE BELOW NOTES

BASE SLAB THICKNESS--f--E 02" SEE SCHEDULE BELOW f-- COVER TYPICAL SECTION

S C H E 0 U L E WT WALL BASE BASE SLAB REINFORCEMENT ANTI-

WIDTH LENGTH WALL REINFORCEMENT SLAB FLOAT. INSIDE INSIDE THICKNESS HORIZONTAL VERTICAL THICKNESS N REINF. P REINF. LIP

8' TO 16' 4' SEE BELOW SEE BELOW #4 @ 12" OC 8" #6 @ 12" OC #4 @ 12" OC N/A

10' TO 16' 5' SEE BELOW SEE BELOW #4 @ 12" OC 8" #6 @ g" OC #4 @ 12" OC N/A

12' TO 16' 6' SEE BELOW SEE BELOW #4 @ 12" OC 8" #6 @ 8" OC #4 @ 12" OC N/A 14' TO 16' T SEE BELOW SEE BELOW #4 @ 12" OC 8" #6 @ 6" OC #4 @ 12" OC N/A

BASE SLAB REINFORCEMENT

4' 4' 8" #4 @ 12" OC #4 @ 12" OC 8" #6 @ 12" EW N/A

5' 5' 8" #4 @ 12" OC #4 @ 12" OC 8" #6 @ 12" EW N/A

6' 6' 8" #4 @ 11" OC #4 @ 12" OC 8" #6 @ 12" EW N/A 7' 7' 8" #4 @ 8" OC #4 @ 12" OC 8" #6 @ 12" EW N/A 8' 8' 8" #4 @ 6" OC #4 @ 12" OC 10" #6 @ 12" EW N/A g' g' 8" #4 @ 5" OC #4 @ 12" OC 10" #6 @ 12" EW 2"

10' 10' 8" #4 @ 4" OC #4 @ 12" OC 10· #6 @ 9-1/2" EW 4" 11' 11' 8" #5 @ 5" OC #4 @ 12" OC 10" #6 @ 8" EW g"

12' 12' 8" #5 @ 4" OC #4 @ 12" OC 10" #6 @ 7" EW g"

13' (3) 13' (3) 10" #6 @ 7" OC #4 @ 12" OC 12" #6 @ 8" EW 11"

14' (3) 14' (3) 10" #6 @ 6" OC #4 @ 12" OC 12" #6 @ 6" EW 11"

15' (3) 15' (3) 10" #6 @ 5" OC #4 @ 12" OC 12" #7 @ 8" EW 15" 16' (3) 16' (3) 10" #6 @ 4-1/2" OC #4 @ 12" OC 12" #7 @ 7" EW 15"

NOTES: 1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. FOR MANHOLES NOT LISTED, USE REINFORCEMENT, WALL, AND BASE SLAB THICKNESS FOR LONGER DIMENSION. 3. SHALL BE CAST -IN-PLACE WHEN SIZE EXCEEDS 12' OVERALL DIMENSION.

C I T Y S T A N 0 A R 0 S REVISIONS TYPE III MANHOLE I ~ I

BY DATE I IlL I SWB 06/02 I ~~ I BASE AND WALL DETAIL

I ~ I SWB 06/04 APPROVED BY: DATE: JUNE 2001 ENGINEERING DEPARTMENT SWB 03/06 CITY of ST. PETERSBURG ~i3. ~ DWG. No.


t:: r-~ SLAB REINFORCEMENT-

~ SEE SCHEDULE BELOW

WALL REINFORCEMENT - ~ ~ ~ :~ j H REINFORCEMENT

SEE SCHEDULE BELOW .... ~i(.!) G REINFORCEMENT 0

WALL REINFORCEMENT- f-- I I (/)1- ~ , ij~COVER 2" CLEAR COVER, TYP. II I

Z :r: f-1- 0

WT - WALL TH I CKN ESS- f-- ~(.!) [] SEE SCHEDULE BELOW . " ~, f:-~ t*t I REINFORCEMEN~ \ ANTI-FLOTATION LlP- ~I, W-INSIDE

ADDITIONAL REINF. #4 TYPICAL ALL SIDES, G SEE SCHEDULE BELOW H AT 6" OC AS REQUIRED

PLAN VIEW I-!--BOTTOM DETAIL AT CORNER

:"-V-WALL REINFORCEMENT-W OR L-INSIDE i--' SEE SCHEDULE BELOW

SEE NOTE 14-" ~ BASE SLAB REINFORCEMENT-C/) STANDARD DETAIL-

w STORM STRUCTURE SEE SCHEDULE BELOW a:: <1:: NOTES ADDITIONAL REINF. #4

2" COVER> G H Si AT 6" OC AS REQUIRED

I-FE I V ~ SLAB ROW G AND H , AND

BASE SLAB THICKNESS-- SLAB ROW FOR 5', AND 6' MH SEE SCHEDULE BELOW 1-1-

,.. W-l ~L

SLAB ROW I 2" COVER: PRE-CAST SEE DETAIL ABOVE 3" COVER: CAST -IN-PLACE TYPICAL SECTION

SCHEDULE WT WALL BASE ANTI-

W OR L WALL REINFORCEMENT SLAB BASE SLAB FLOAT. INSIDE THKNESS HORIZONTAL VERTICAL THKNESS REINFORCEMENT LIP

5'x5' 8" #4 @ 12" OC #4 @ 12" OC 8" #6 @ 12" EW N/A 6'x6' 8" #4 @ 11" OC #4 @ 12" OC 8" #7 @ 7" EW N/A

G H I REINFORCEMENT REINFORCEMENT REINFORCEMENT

7'x7' 8" #4 @ 8" OC #4 @ 12" OC 8" 4-#8 @ 7" OC #6 @ 12" OC N/A N/A 8'x8' 8" #4 @ 6" OC #4 @ 12" OC 10" 4-#8 @ 7" OC #6 @ 12" OC N/A N/A 9'x9' 8" #4 @ 5" OC #4 @ 12" OC 10" 5-#8 @ 5" OC #6 @ 12" OC 8-#6 @ 3" OC 2"

10'x10' 8" #4 @ 4" OC #4 @ 12" OC 10" 5-#8 @ 5" OC #6 @ 9-1/2" OC 3-#6 @ 10" OC 4"

11'x11' 8" #5 @ 5" OC #4 @ 12" OC 10" 4-#9 @ 7" OC #6 @ 8" OC 1-#8 9"

12'x12' 8" #5 @ 4" OC #4 @ 12" OC 10" 5-#9 @ 5" OC #6 @ 7" OC 5-#8 @ 5" OC 9"

13'x13' (3) 10" #6 @ 7" OC #4 @ 12" OC 12" 4-#10 @ 7" OC #6 @ 8" OC 4-#9 @ 7" OC 11"

14'x14' (3) 10" #6 @ 6" OC #4 @ 12" OC 12" 4-#10 @ 7" OC #6 @ 6" OC 3-#9 @ 10" OC 11"

15'x15' (3) 10" #6 @ 5" OC #4 @ 12" OC 12" 5-#10 @ 5" OC #7 @ 8" OC 5-#9 @ 5" OC 15" 16'x16' (3) 10" #6 @ 4-1/2" OC #4 @ 12" OC 12" 5-#10 @ 5" OC #7 @ 7" OC 5-#9 @ 5" OC 15"

NOTES: 1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. FOR MANHOLES NOT LISTED, USE REINFORCEMENT, WALL, AND BASE SLAB THICKNESS FOR LONGER DIMENSION. 3. SHALL BE CAST -IN-PLACE WHEN SIZE EXCEEDS 12' OVERALL DIMENSION.

C I T Y S T A N 0 A R 0 S REVISIONS TYPE IV MANHOLE I ~ I

BY DATE I ftC I SWB 06/02 I ~ I BASE AND WALL DETAIL


CITY of ST. PETERSBURG ~.8~~ DWG. No.


CA TCH BASIN SLAB OR WING COVER SLAB

THROAT INVERT


THROAT INVERT


THROAT INVERT

NOTE: 1. BOC=BACK OF CURB.

REVISIONS

BY DATE

SWB 06/98

CIT Y

24"

PAVEMENT WARPAGE AT BASIN AND WINGS, SEE STANDARD DETAILCATCH BASIN FLOW LINE TRANSITIONS

TYPICAL PAVEMENT SLOPE

TYPICAL CURB BOTTOM

2 #4 REINFORCEMENT BARS, FOR THE LIMITS OF THE PAVEMENT FLOWLINE WARPAGE

WARP CURB AT BASIN AND WING, SEE STANDARD DETAIL-

TYPE "A" CURS CATCH BASIN FLOW LINE TRANSITIONS

---CENTERLINE OF CURB

TYPICAL CURB BOTTOM


WARP CURB AT BASIN AND WING, SEE STANDARD DETAIL-CATCH BASIN FLOW LINE TRANSITIONS

TYPE "s" CURS

~I

. CD

FLOW LINE

TYPICAL CURB BOTTOM


WARP CURB AT BASIN AND WING, SEE STANDARD DETAIL-CATCH BASIN FLOW LINE TRANSITIONS

TYPE "0" CURS

S TAN DAR D S CATCH BASIN THROAT CONFIGURATION DETAIL

APPROVED BY: SWB 06/01



DATE: MARCH 1993

~B.z!1~ DWG. No.


RADIAL FLOW INDUCTOR, TYPICAL

W/o WING(S)

TYPE "A"

NOTE: * RESIDENTIAL ROADWAYS ONLY. NOT ALLOWABLE FOR MAJOR AND/OR SECONDARY ARTERIAL ROADWAY(S)

UNLESS CLEAR LANE WIDTH OF 10' OR MORE.

w/o WING(S)

W/O WING(S)

RADIAL FLOW INDUCTOR, TYPICAL

w/WING(S)

TYPE "B" CURB RADIAL FLOW INDUCTOR,

CIT Y

w/WING(S)

TYPE "D" CURB

S TAN DAR D S REVISIONS CATCH BASIN FLOW LINE

TRANSITIONS DETAIL BY DATE

SWB 06/98

SWB 06/01

SWB 06/02

SWB 03/06


SCALE: N.T.S.

APPROVED BY:

~t3,l1b DIRECTOR

DATE: MARCH 1993

DWG. No.

S40-45

CAST IN PLACE TYPE "A" CURB AND THROAT

GRANITE CURB

OMIT RADIAL FLOW INDUCTOR FROM CATCH BASINS WITH WINGS

GRANITE CURB IN BACKGROUND

ROADWAY 5" THROAT

WARP PAVEMENT AT BASIN-----.......... -J

CAST-IN-PLACE TYPE A CURB, ------1 W/ 2-#4 REINFORCEMENT BARS

LATERAL STORM DRAIN

PLAN

SEE NOTES BELOW FOR CATCH BASIN AND WING STRUCTURE SIZES

6" RADII, TYPICAL

GRANITE CURB

TYPE I

TYPE II OR I-M

PREFORMED BITUMINOUS JOINT SEALING COMPOUND BETWEEN BASIN COVER SLAB, WING COVER SLAB, AND WALL

} PRECAST CATCH BASINS, UPPER 24" SHALL BE CAST -IN-PLACE

BENCH SLOPE

.J,.:::::o::::::::a::::~"'- r COMPACTED SUBGRADE, OR , 4" CONCRETE MAT, OR

SECTION A-A 6" COARSE AGGREGATE, AS ORDERED

SAW CUT CURB TO FIT FLUSH WITH THROAT (TYP. BOTH SIDES)

CAST -IN-PLACE TYPE A CURB

wlo WINGS

NOTES:

CAST -IN-PLACE TYPE A CURB

W/WINGS

1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. SEE STANDARD DETAIL-CATCH BASIN FLOWLINE TRANSITIONS. 3. FOR PLAN OF CROSS SECTIONS, SEE STANDARD DETAIL-CATCH BASINS PLAN VIEW. 4. FOR WING AND COVER SECTIONS, SEE STANDARD DETAIL-TYPICAL WING SECTIONS. 5. SLOPE BASIN AND WING COVER 1/4" TO 1 /2" PER FOOT. COVER TO MATCH SLOPE IF IN SIDEWALK.

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

SWB 03/06

CIT Y S TAN DAR D S


SCALE: N.T.S.

CATCH BASIN AT GRANITE CURB TRANSITION DETAIL

APPROVED BY: DATE: SEPT. 2000

DWG. No.

DIRECTOR S40-47

4" SPILLWAY, SLOPE BOTTOM I'

CAST -IN-PLACE OR BRICK

-------I I

I~ AS SHOWN N J ~ CA TCH BASIN RISER, TYP.

·r~ ~~'-f #4 BARS-16"x16" @ 6" OC., CONDUIT ::- ~.-~ ..."..~ OMIT WITH BRICK

OVERT /// "'- #4 BARS @ 6" OC-EW., MAX. "- Ij 8" NON-SHRINK GROUT, TYP.

I I / OUTFALL PIPE, SEE SCHEDULE

:--.... OUTFALL PIPE TO BE FLUSH ( ( (

CORE DRILL EX. CONDUIT MIN. WITH INSIDE OF EX. CONDUIT 1" TO 1-1/2" MAX. LARGER

EXISTING CONDUIT

~ THAN OUTFALL PIPE

ALL REINFORCEMENT TO HAVE 2" OF COVER


~:Imlt=l;; \ --PrmT IllTTl-! ~ \ - -

CATCH BASIN RISER ,""',.-R~ ~ FOUNDATION LIMITS \ \ ltt::lE /. -." "'--- #4 BARS-16"x16" @ 6" OC.,

_\ \ -- - ( I - --~ OMIT WITH BRICK EXISTING CONDUIT \ \ lJ::f-tE " '/ I~ § " __ #4 BARS @ 6 OC-EW., MAX.

OUTFALL PIPE, SEE 1Ej;1E~

SCHEDULE \ - 1i1...!Wt l14LflI -= -II I .-:;...., 4" SPILLWAY,

SLOPE BOTTOM \ EI II tr:]jJ :I]:trt I.jj .~ AS SHOWN

\ ,-EX. CONDUIT AS REQUIRED. MAINTAIN \ PROPER CATCH BASIN CURB ALIGNMENT


S C H E D U L E EXISTING ALLOWABLE OUTFALL PIPE SIZE'S PER WIDTH OF CATCH BASIN CONDUIT WIDTH @ 2'-8" WIDTH @ 3'-0" WIDTH @ 3'-6" WIDTH @ 4'-0" WIDTH @ 4'-6" WIDTH @ 5'-0"

ELLIPTICAL N/A NjA N/A N/A N/A N/A 12" TO 27" N/A N/A N/A N/A N/A N/A

30" 15" 15" 15" 15" 15" 15" 36" 15" TO 18" 15" TO 18" 15" TO 18" 15" TO 18" 15" TO 18" 15" TO 18" 42" 15" TO 18" 15" TO 21" 15" TO 21" 15" TO 21" 15" TO 21" 15" TO 21" 48" 15" TO 18" 15" TO 24" 15" TO 24" 15" TO 27" 15" TO 24" 15" TO 24" 54" 15" TO 18" 15" TO 24" 15" TO 24" 15" TO 27" 15" TO 27" 15" TO 27" 60" 15" TO 18" 15" TO 24" 15" TO 24" 15" TO 27" 15" TO 30" 15" TO 30" 66" 15" TO 18" 15" TO 24" 15" TO 24" 15" TO 27" 15" TO 30" 15" TO 30" 72" 15" TO 18" 15" TO 24" 15" TO 24" 15" TO 27" 15" TO 30" 15" TO'~

BOX CULVERT 15" TO 18" 15" TO 24" 15" TO 24" 15" TO 27" 15" TO 30" 15" TO 36"

NOTE: THIS APPLICATION IS ALLOWED ONLY WHEN THE EXISTING CONDUIT HAS 5' OR LESS COVER AND/OR WHEN A STANDARD CATCH BASIN WILL BE IN CONFLICT WITH AN EXISTING UTILITY.

C I T Y S T A N 0 A R 0 S REVISIONS CATCH BASIN I ~ I

CONNECTION TO EXISTING BY DATE 1

!l[ 1

1 ~\ 1 OFFSET CONDUIT DETAIL I ~ ] APPROVED BY: DATE: SEPT. 2007 ENGINEERING DEPARTMENT

~~-~ CITY of ST. PETERSBURG DWG. No.


~Ol J. BELOW ~AL TERNA TE WING LOCATION

~'Iol~ Llol~ TYPE I TYPE I-M TYPE I-M2

~OTE J. BELOW

~I 1 ~ AL TERNA TE WING LOCATION

~'Iol I~ Liol I~ TYPE II TYPE II-M TYPE II-M2

S SEE NOTE 3, BELOW

to I 1

~ AL TERNA TE WING LOCATION

~'I 101 I~ LI 101 I~ TYPE III TYPE III-M TYPE III-M2

S SEE NOTE 3, BELOW

I to I I I ~AL TERNA TE WING LOCATION

~'I 101 I I~ LI 101 I~ TYPE IV TYPE IV-M TYPE IV-M2

SSEE NOTE 3, BELOW ~ALTERNATE WING LOCATION

to I I I ~'I 1 I 0 I I~ '---/..J..-I ----1--...J.1_O ..J..-I --1.....---1.1~----l TYPE V TYPE V-M TYPE V-M2

STANDARD CATCH BASIN TYPES

BASIN COVER SLAB, W/O WING ----_"" "_~",.c.;J_--/7 ACCESS OPENING-SEE STANDARD DETAIL-II MANHOLE RING AND COVER CASTING,

TYPE CONLY

BASIN COVER SLAB, W/ WING ---+-_" \--- WING COVER SLAB

THROAT PITCH ------8::;:~~~~~=:::::;r 1-1/2" BEVEL

WING THROAT

.,E==-:!!!!~M't-~-- SEE NOTE 14

WING SHELF

TYPICAL ASSEMBLY OF UPPER COMPONENTS

NOTES: 1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. ALL BASIN AND WING COVERS SHALL BE REMOVABLE. EDGES AND SEAMS SHALL NOT BE GROUTED. 3. ACCESS OPENING SHALL BE REQUIRED AT EACH CATCH BASIN STRUCTURE. STRUCTURES WITH MULTIPLE COVERS, ACCESS

OPENING SHALL BE ALIGNED WITH CENTER LINE OF THE LARGEST PIPE IN STRUCTURE. 4. PRE-CAST CATCH BASINS, UPPER 24" SHALL BE CAST IN PLACE. 5. SEE STANDARD DETAIL-CATCH BASINS PLAN VIEW. 6. SEE STANDARD DETAIL-TYPICAL CATCH BASIN SECTIONS. 7. SEE STANDARD DETAIL-CATCH BASIN BASE AND WALL 8. SEE STANDARD DETAIL-CATCH BASIN COVER SLAB REINFORCING PLAN VIEW. 9. SEE STANDARD DETAIL-CATCH BASIN COVER SLAB SECTIONS AND REINFORCING.

10. SEE STANDARD DETAIL-TYPICAL WING ASSEMBLY. 11. SEE STANDARD DETAIL-TYPICAL WING SHELF SECTIONS. 12. SEE STANDARD DETAIL-WING COVER SLAB SECTIONS AND REINFORCING. 13. SEE STANDARD DETAIL-CATCH BASIN THROAT CONFIGURATION. 14. S- REFERENCE POINT=INTERFACE BETWEEN WING COVER AND WING SHELF AT THE FACE.

c T Y S TAN DAR D S REVISIONS

BY DATE

SWB 06/98

~ !lC ~ ~

CATCH BASIN GENERAL DETAIL

SWB 06/01 DEPARTMENT ENGINEERING

SWB 06/02 CITY of ST. PETERSBURG


APPROVED BY:

~f3.~ DATE: MARCH 1993

DWG. No.

S40-50 DIRECTOR

1-1/2" BEVEL", ~ r- t

/-/ "- ~"~" ~~~o 1 / /.t CONCRETE""\ . 1 J ~ in { '0

10

/ ./ PIER"\ I ~ f-L.L • I ,-

t 81 .. 3'-6" • j81 3' -6" 18" =J - 4'-10" r-- TYPE I

9'-0" 13'-2"

TYPE I-M TYPE I-M2 SECTION VIEW KEY

NOTES: TYPE I PLAN 1. FOR SECTION VIEWS: A-A AND B-B, SEE STANDARD (TYPE Hoi SHOWN)

DETAIL-TYPICAL CATCH BASIN SECTIONS. T~ 2. FOR SECTION VIEWS: C-C, D-D, AND E-E, SEE / / 1-1/2" BEVEL.- rl~

STANDARD DETAIL-TYPICAL WING SHELF SECTIONS. / /

/ / CONCRETE"\ I

L{ ____ ~ ______ ~II __ P~IE_RS~~: __ ~~~

I --/B"I. 3' -6" "91~"~". 3'-6" • I~"I· 3'-6" • IB"5 TYPE II

I : 13'-2" . TYPE II-M .. 17'-4" : TYPE II-M2

TYPE II PLAN (TYPE IHA SHOWN)

I

// / 1-1/2" BEVEL- r~ // /CONCRETE \. I

/ ~ PIERS L.L I I II

-- iD"1 3'-6" IR"I 3'-6" 1R1 3'-6" 18 3'-66 18"

__ 1"'.. • ,. "13'-2" .. 1-... •. I-- TYPE III

17'-46 TYPE III-M 21'-6" TYPE III-M2

TYPE III PLAN (TYPE III-t.I SHOWN)

10" RISER WALL BELOW ~ ~ - I'

/ ./;>'-j 1-1/26

BEVEL - T~ // I I I CONCRETE \.- \ II

/ ~ I PIERS , I L.L I I I \ \.\ II

-- lO,t 3'-6" 10"1 3'-6" -ro;t= 3'-6" '8"1 3'-6" JB~ 3'-6" IB6 --'" -- • to I • ;:"'-'4' • 10

I • - I- TYPE IV

21'-66 TYPE IV-M 1--_________ -=-==2~5':7-B::::":_:_:_:__----------I TYPE IV-M2

TYPE IV PLAN 10" RISER WALL BELOW ~ (TYPE IV-t.I SHOWN) _

~ \1

/ // I 1-1/2" BEVEL- r'~ / I I I CONCRETE \. \. II

L{ __! I" T-' PIERS -,"r ~T I

_81. 3'-6" • IB"C 3'-6" .]a1. 3'-6" .'1St. 3'-6" :]81 .. 3'-6" .Ta' 3'-6" IB" 21'-6" I- TYPE V

25' -8" TYPE V-M 29'-10" TYPE V-M2

TYPE V PLAN (TYPE V-t.I SHOWN)


I ~ I CAST -IN-PLACE PORTION OF TYPE I, II, III, IV, AND V CATCH BASINS PLAN DETAIL

BY DATE

SWB 09/00

SWB 06/01

SWB 06/02

SWB 03/06

I 7K. I I ~\ I I ~ I


SCALE: N,T.S.


DWG. No.

S40-51 ~8 tJ:kc-DIRECTOR

TOP OF CURB~ r ACCESS, SEE STANDARD DETAIL-MAN H OLE RING

FLOW LlNE~ SEE NOTE 2 AND COVER CASTING SEE NOTE 2 r- FLOW LINE

I" "I I- "I \ , 1

)

- I I J

PRECAST CATCH BASINS,- L ~

UPPER 24" SHALL BE J 1 1/2" BEVEL CAST -IN-PLACE r-- -----

0 ~ D/2 SLOPE-----BENCH

~ -- <D I- t--~ COMPACTED SUBGRADE, OR

4" CONCRETE MAT, OR TYPE I, II, OR III TYPE IV OR V 6" COARSE AGGREGATE,

AS ORDERED SECTION A-A

FINAL 24" CAST -IN-PLACE, ~ J== FINAL 24" CAST -IN-PLACE, 8" THICK RISER WALL 8" THICK RISER WALL

8" RISER WALL y.. ~ 10" RISER WALL

TYPE I, II, OR III TYPE IV OR V

WALL TRANSITION SECTION

5" THROAT~ SEE NOTE 7 PREFORMED BITUMINOUS JOINT SEALING COMPOUND BETWEEN BASIN COVER

ROADWAY y~1 I ....... SLAB, WING COVER SLAB, AND WALL

WARP CURB AT BASIN W

r---f'-=-!---- -~ENCH

LA TERAL STORM DRAIN I I SLOPE

I I r-7 I----l.r--

<


SECTION 8-8 NOTES: 1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. FOR SIZES AND REINFORCING, SEE STANDARD DETAIL-TYPE I THRU V CATCH BASIN BASE AND WALL. 3. SEE STANDARD DETAIL-CATCH BASIN FLOWLINE TRANSITIONS. 4. FOR PLAN OF CROSS SECTIONS, SEE STANDARD DETAIL-CATCH BASINS PLAN VIEW. 5. FOR WING COVER SECTIONS-SEE STANDARD DETAIL-WING COVER SLAB SECTIONS AND REINFORCING. 6. FOR WING SHELF SECTIONS-SEE STANDARD DETAIL-TYPICAL WING SHELF SECTIONS. 7. SLOPE BASIN AND WING COVER 1/4" TO 1 /2" PER FOOT. COVERS TO MATCH SLOPE IF IN SIDEWALK.

C I T Y S T A N D A R D S REVISIONS TYPE I THRU V I ~ I

TYPICAL CATCH BASIN BY DATE I Ill:" I SWB 09/00 I ~"1 I SECTIONS DETAIL I ~ I SWB 06/01 APPROVED BY: DATE: MARCH 1993 ENGINEERING DEPARTMENT

~~.~ SWB 06/02 CITY of ST. PETERSBURG DWG. No.

SWB 03/06 S40-52A SCALE: N.T.S. DIRECTOR

w o

!!:(fj z

~I--+++I[>- BASE SLAB REINFORCEMENT,-< SEE SCHEDULE BELOW ,J .............. ....t-4

L L INSIDE INSIDE

TYPE I, II, OR III PLAN VIEW TYPE IV OR V

w o

!!:(fj z

IF-HOIZ. AND IF VERT. REINF. ONLY --=C

t ~ j'F-HOIZ. ANa IF VERT. REINF

FINAL 24" CAST -IN-PLACE, "" I-- FINAL 24" CAST -IN-PLACE, 8" THICK RISER WALL 8" THICK RISER WALL

8" RISER WALL ..,lJr ~ 10" RISER WALL

ONLY

CATCH BASIN TYPE

II

II

III

III

IV

IV

V

V


WALL TRANSITION SECTION

~.I ]'~IF-HOIZONTAL' SEE BELOW IF-HOIZONTAL, SEE BELOW -----"I"Tldl ~ IF-VERTICAL, SEE BELOW

IF-VERTICAL, SEE BELOW ~~~ ~> 1. r.------ OF-HORIZONTAL, SEE BELOW

, rl I'~ OF-VERTICAL, SEE BELOW

BASE SLA BREI N FORCEM EN T, -'j-:.:::oot--i;!:;::::;=t:::;.==:;:l::r-----"!-~m~ BASE SLAB REIN FORCEM EN T,

SEE SCHEDULE BELOW + SEE SCHEDULE BELOW


WIDTH INSIDE

WT LENGTH WALL INSIDE THKNSS

2'-8" 3'-6" 8"

2'-8" TO 5'-0" 3'-6" 8"

2' -8" TO 5'-0" 4'-0" 8"

2' -8" TO 5'-0" 4'-6" 8"

2'-8" TO 5'-0" 5'-0" 8"

2'-8" 7'-8" 8"

2'-8" TO 5'-0" 7'-8" 8"

2'-8" 11'-10" 8"

2'-8" TO 5'-0" 11'-10" 8"

2'-8" 16'-0" 10"

2'-8" TO 5'-0" 16'-0" 10"

2'-8" 20'-2" 10"

2'-8" TO 5'-0" 20'-2" 10"

TYPICAL SECTION

S C H E 0 U L E

OF HORIZ.

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

#6 @ 7"

#6 @ 7"

#6 @ 7"

#6 @ 7"

WALL REINFORCEMENT

IF HORIZ.

#4 @ 12"

#4 @ 12"

#4 @ 12"

#4 @ 12"

#4 @ 12"

#4 @ 6"

#4 @ 6"

#5 @ 4"

#5 @ 4"

#6 @ 7"

#6 @ 7"

#6 @ 5"

#6 @ 5"

OF VERTICAL

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

#4 @ 8"

#4 @ 8"

#4 @ 8"

#4 @ 8"

IF VERTICAL

#4 @ 12"

#4 @ 12"

#4 @ 12"

#4 @ 12"

#4 @ 12"

#4 @ 12"

#4 @ 12"

#4 @ 12"

#4 @ 12"

#4 @ 8"

#4 @ 8"

#4 @ 8"

#4 @ 8"

BASE SLAB

THKNSS

8"

8"

8"

8"

8"

8"

8"

8"

8"

10"

10"

10"

10"

BASE SLAB REINF

#4 @ 9" EW

#4 @ 9" EW

#6 @ 12" EW

#6 @ 12" EW

#6 @ 12" EW

#6 @ 12" EW

#6 @ 12" EW

#6 @ 9" EW

#6 @ 9" EW

#6 @ 9" EW

#6 @ 9" EW

#6 @ 9" EW

#6 @ 9" EW

NOTES: 1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. PROVIDE 2" CLEARANCE FROM CONCRETE FACE TO REINFORCEMENT IN ALL LOCATIONS.

REVISIONS

BY DATE

C I T Y S TAN 0 A R D S I ~ I I ilL I I ~ I I ~ I


SCALE: N.T.S.

TYPE I THRU V CATCH BASIN

BASE AND WALL DETAIL APPROVED BY: DA TE: MARCH 2006

DWG. No.

S40-52B ~B.dL DIRECTOR

.. F ~ F I I TOP BOTTOM BOTTOM TOP

#4 BARS #7 BARS #7 BARS #4 BARS

I r--

I \ I G I ~ G G G

l ,

l j 21~ (/) c,<V j~~

0> ~~ 00:::

(LI~ f-« <v«:- ~ f-eD OeD o-0~ (j,?-0 0 f-

t eDl~ t c5<

I. I

'----

'-- I SEE NOTE 6 .. F '-- I SEE NOTE 6 .. F COVER SLAB WLMANHOLE COVER SLAB WLO MANHOLE

S C H E D U L E CA TCH BASIN TYPE COVER SLAB QUANTITY AND WIDTH

TYPE I 1 @ 4'-10" TYPE I-M 1 @ 4'-6" TYPE I-M2 1 @ 4'-2" TYPE II 2 @ 4'-6" TYPE II-M 1 @ 4'-6" 1 @ 4'-2" TYPE II-M2 2 @ 4'-2" TYPE III 2 @ 4'-6", 1 @ 4'-2" TYPE III-M 1 @ 4'-6", 2 @ 4'-2" TYPE III-M2 3 @ 4'-2" TYPE IV 2 @ 4'-6", 2 @ 4'-2" TYPE IV-M 1 @ 4'-6", 3 @ 4'-2" TYPE IV-M2 4 @ 4'-2" TYPE V 2 @ 4'-6", 3 @ 4'-2" TYPE V-M 1 @ 4'-6", 4 @ 4'-2" TYPE V-M2 5 @ 4'-2"

9"

f ~3716.

NOSING ANCHOR-#3 BAR @ 15" OC, WITH HOOKED END

.. NOSING, SEE NOTES 5 AND 6, BELOW

TYPICAL NOSING CHANNEL DETAIL NOTES: 1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. ACCESS SHALL BE TYPE C. SEE STANDARD DETAIL-MANHOLE RING AND COVER CASTING. 3. REINFORCEMENT SHOWN IS FOR STANDARD SIZES SHOWN. MAINTAIN REINFORCMENT SIZE, SPACING, AND

ADD ADDITIONAL BARS FOR MODIFIED STRUCTURES. 4. FOR REINFORCEMENT PLACEMENT AND SECTION VIEWS F-F, G-G,-SEE STANDARD DETAIL-CATCH BASIN

COVER SLAB SECTIONS AND REINFORCING. 5. NOSING IS ASSEMBLED FROM 3" [4.1 W /END CLOSURES OF 1/4" PLATE, GRIND ALL EDGES. NOSING

ASSEMBL Y SHALL BE GALVANIZED AFTER FABRICATION. 6. NOSING SHALL BE USED WHERE SHOWN ON THE PLANS OR WHEN BASIN IS IN CURB RADII.


CATCH BASIN COVER SLAB I ~ I BY DATE I Ill:. I

SWB 06/01 I ~ I REINFORCING PLAN VIEW DETAIL I ~ I

SWB 06/02 APPROVED BY: DATE: MARCH 1993 ENGINEERING DEPARTMENT SWB 06/04 CITY of ST. PETERSBURG ~/3.lJ~ DWG. No.

SWB 03/06 SCALE: S40-53 N.T.S. DIRECTOR

2'-1"

4'-0"

I r.- I ~ TOC ELEVATION, SEE

~==2=':;:-=O'=' =~'t.~==2='-:;:0="=~4!/' CONSTRUCTION PLAN

oo.-~ : .. (O~~~E:~EN .. : ~~~ s LL I NOT REQUIRED) I __ d, 1-1/2'rl:~rl .. 1-1/2" 9-1/2" 6-1/2"

4'-6" TYPICAL SECTION F -F 4'-2"

2'-5" I 2'-1" 2'-1"

I ACCESS I 00. I ACCESS I

: ... (OMIT WHEN .. : t t : ... (OMIT WHEN .. : ~ I NOT REQUIRED) I /,ti==::1====::::::===~ I NOT REQUIRED) I I

.. 14"11 .. 1-1/2" 1-1/2 .... 1-t1j 1-1/2". ..17'il .. 1- 1/ 2" 1-1/2 .... 11 4 .. 1 .. (FOR TYPES: I-M, II, II-M, (FOR TYPES: I-M2, II-M, II-M2, III, III-M,

III, III-M, IV, IV-M, V, V-M) 4'-10" III-M2, IV, IV~M, IV-M2, V, V-M, V-M2)

2'-5" _ ... ~ t 2'-5" THIS SECTION VI~ ALSO BE MIRRORED : .. ACCESS .. : ~

NOTES:

~ : n W 1 .. 1- 1/ 2" 1-1/2 .... 1-t1j-.;1-1/2 .. (FOR TYPE: I ONLY)

TYPICAL SECTIONS OF G-G 5-3/8" EACH -------\ !~~~ 1-7/8" EACH

6" 6" 6"

2" 2"

~~:1/2" RADII • • • 1 I

t--t-.. __ ... IIA_A·C·CIE·SS-O·pIEN·IN·G---I ... ~.,.. 4-3/8"

!(~, 1-3/4" EACH

1-7/8" TYPICAL SECTION F-F

5-3/8" EACH \ / 7. 7. 2-3/8" EACH 6" 6" 6"

2".1 2"

I I i I I I I P-I- #4 BARS/EW

1-1-."~~~~"~-" .. I~".-.".~I~~-~-~IIJ}I-#7 BARS/EW ACCESS I OPENING 1

! 6" 6"

APPLICABLE HALF SECTION VIEW FOR I APPLICABLE HALF SECTION VIEW FOR THOSE COVERS WITH 4" BEARING ON WALL THOSE COVERS WITH 8" BEARING ON WALL

TYPICAL HALF SECTION G-G (SEE APPUCABLE SEC1l0N FROM ABOVE)

1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. REINFORCEMENT SHOWN IS FOR STANDARD SIZES SHOWN. MAINTAIN REINFORCEMENT SIZE AND SPACING, AND

ADD ADDITIONAL BARS FOR MODIFIED STRUCTURES. 3. FOR PLAN VIEWS, SEE STANDARD DETAIL-CATCH BASIN COVER SLAB REINFORCING PLAN VIEW.

REVISIONS

BY DATE

SWB 06/98

SWB 06/01

SWB 06/02

SWB 03/06

C I T Y S TAN DAR D S I ~ I I fll:. I I ~~ I I ~ I


SCALE: N.T.S.

CA TCH BASIN COVER SLAB SECTIONS

AND REINFORCING DETAIL APPROVED BY:

~f3I!JL DATE: MARCH 1993

DWG. No.

S40-54 DIRECTOR

REAR CATCH BASIN WALL --tl-

CONCRETE PIER

EDGE OF BASIN/WING COVER

WING SHELF WALL

~-- 1/2" BEVEL

SEE NOTE 2 I ,- ... BACK OF CURB

FRONT CATCH BASIN WALL ----il~

~_------i----I-- RADIAL FLOW TYPE B CURB SHOWN, TYPICAL WARPING FOR ALL CURB TYPES. SEE NOTE 2

- INDUCTOR FLOW

FLOW LINE I- _ WARP CURB AT THROAT AREA .. I ROADWAY

EXPANSION JOINT

TYPICAL PLAN VIEW

WING COVER SLAB

CA TCH BASIN COVER SLAB ~ TOP OF CURB

EDGE OF BASIN/WING COVER -=-=-~:::::======:::;-;-----~=4

PRECAST CATCH BASINS, UPPER 24" SHALL BE CAST -IN-PLACE

EXPANSION JOINT ..L----f

I II I II

TYPE I, II, AND III RISER ---...... ~I I.!-I II

TYPE IV AND V RISER .. I 1:_ l..vJl

WING SHELF

TYPICAL ELEVATION VIEW

NOTES:

FLOW LINE

WARP/DROP CURB

1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. SEE STANDARD DETAILS-CATCH BASIN FLOWLINE TRANSITIONS AND CATCH BASIN THROAT CONFIGURATION. 3. COMPENSATE FOR BASIN COVER AND WING, PITCH, AND SLOPE AS REQUIRED. 4. SLOPE CATCH BASIN COVER SLAB AND WING COVER SLAB 1/4" TO 1 /2" PER FOOT. COVERS TO MATCH

SLOPE IF IN SIDEWALK. 5. S- REFERENCE POINT=INTERFACE BETWEEN WING COVER AND WING SHELF AT THE FACE.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06

CIT Y S TAN DAR D S

IfL


SCALE: N.T.S.

TYPICAL WING ASSEMBLY DETAIL

APPROVED BY: DATE:

DWG. No.

JUNE 2001

DIREctOR S40-55

BASIN COVER~ _ WIN~COVER~0T;OA~I~~RT. ~TOP OF CURB

1-1/2" BEVEL~~ I --: 1-- - - - ~ I =roh,,+ ~ . L ....l- to A-- -::1.:::.1 \.J/f SEE NOTE 6

\.J/f~ ~ l7 r ~t ~ _I : ~ I I I I I I I II -,.... ~tO "-

1 v -

I 8" I 3'-6" 8" "'-- REINF.-#4 @ 6" OC/EW, PLACE I 4' -10" IN MIDDLE OF SLAB AND WALLS

SECTION C-C

r- 1" TO 2"*, SEE NOTE 4 WING COVER ~ £ TOP OF CURB

I------THROAT~VERT~ 5fQI4-' : --. I 1-1/2" BEVEL ___ ~: 00 ()') 6\ '" j I~ ~ ~ -- -. -r--r-I"'\.J/f~

I' 00 OJ ~'..L-+-_

l' * - ... !"""tb N ~

REINFORCEMENT ~ th 1

S I

t")

*=MINIMUM DIMENSION, FIELD ADJUST AS

REQUIRED, SEE NOTE 4

TO ROADWAY --t ___ _

SECTION 0-0

N

NOTES:

REINF.-#4 @ 6" OC/EW, PLACE WING COVER IN MIDDLE OF SLAB AND WALLS / THROAT INVERT

r- 1" TO 2"*, SEE NOTE 4 1 0" ~ TOP OF CURB

~ r - ;~';2;-B~~L TJ~-:,-,---r-I"'~~

-,....~tO~ __ L~-~~====~====~~ ,~ ___ ~

'

.6" TYPICAL !" N l ~ 8" 2' -8" 8" N ~ ~

~-t----=---'---~J---J""I I 4'-0" ~ l{) t")

f-.-----'--------J~

TO ROADWAY ----

SECTION E-E

1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. SEE STANDARD DETAILS-CATCH BASIN FLOWLINE TRANSITIONS AND CATCH BASIN THROAT CONFIGURATION. 3. FOR SECTION PLAN VIEW, SEE STANDARD DETAIL-CATCH BASIN PLAN VIEW. 4. COMPENSATE FOR BASIN COVER AND WING, PITCH, AND SLOPE AS REQUIRED. 5. SLOPE BASIN AND WING COVER 1/4" TO 1 /2" PER FOOT. COVERS TO MATCH SLOPE IF IN SIDEWALK. 6. S- REFERENCE POINT=INTERFACE BETWEEN WING COVER AND WING SHELF AT THE FACE.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06

C I T Y S TAN DAR D S I ~ I I Ill:. I I ~ I I ~ I


SCALE: N.T.S.

TYPICAL WING SHELF SECTIONS DETAIL


DWG. No.

DIRECTOR S40-56

- E r:I -.-------.. I-- ro

r-.. ADDITIONAL #4 BAR

" 3" COVER

)-,

C :.....

C I "

t i"-

I-

~SEE NOTE 2 ~E ~ SEE NOTE 2

BOTTOM REINFORCEMENT -#7 E!W TOP REINFORCEMENT -#4 E!W

4'-6" -I I"

4'-0" -I ~t I" ro[L[ :J=t3 ro[LL /1-

~SS 1-1/2"CI4"1~ .. 1-1/2" 1-1/2"_1-1 .. 8~ It1- 1/ 2" 1-1/2"11 J:" rl .. 1- 1/ 2" I I

<.0 0'>

TYPICAL SECTION C-C TYPICAL SECTION E-E

2" 6" 6" 6" 6" 6" 6" J J J J 1-7/8" EACH

2" -• f--

~'/2"RAD" N

~ ~ ~ ~ ~ ~ I

N f-- 4-3/8"

'" .~/ 1-3/4" EACH 1-7/8"

TYPICAL SECTION E-E

2-3/8" EACH \ \ \ \ \ 6" 6" 6" 6" 6" 6" 2" 2"

-'-~

= f--N

I' , , , , , , , , , , , F- f- #4 BARS/EW

I I I I I I , , , , , , , , , ']- f- #7 BARS/EW ~

f--'--I"'\. 6" 6"

NOTES: TYPICAL SECTION C-C 1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. NOSING SHALL BE USED WHERE SHOWN ON THE PLANS OR WHEN BASIN IS IN CURB RADII. 3. REINFORCEMENT SHOWN IS FOR STANDARD SIZES SHOWN. MAINTAIN REINFORCMENT SIZE, AND SPACING,

AND ADD ADDITIONAL BARS FOR MODIFIED STRUCTURES.

C I T Y S T A N 0 A R D S REVISIONS

WING COVER SLAB SECTIONS I ~ I BY DATE I IlL. I

SWB 06/02 I ~ I AND REINFORCING DETAIL I ~ I

SWB 03/06 APPROVED BY: DATE: JUNE 2001 ENGINEERING DEPARTMENT CITY of ST. PETERSBURG ~L3.,{lL DWG. No.


~1~IRl :s: Ul 0 z O/OIUl VI >

......... --f o ITI Ol

I Ul (")

>1 ~ r OZ ~ =;9

-<z ~

o~ -;u UlZ

~I~C) in ~o . M~

;U» Ul;U CD-f C;S:: ;U~ C)Z

-f

> 'tJ 'tJ ::0 0

~I 0 ~» .. --.,

0 I--., m-< »LJ (J)I'l

Z(J)

° ° I =E > 0 ~ r.l

(J)z I'l ..f::..~ --., 0 '- » I c

z r (J1 ITI

<Xl N 0 » 0 N

()

~

-<

(J)

~

» z o » ;0

o (J)

0..: >-f-

a) ~

J~ ~ U

lL.. 0

REAR RADIUS POINT I j FRONT RADIUS POINT-+~

,~aJ NOTE: 7-7/8".1 I-- T

7 -5 FOR NOTES AND SECTION VIEWS B-B AND C-C, I • 7'-4" : I~ SEE STANDARD DETAIL-TYPE S-I AND TYPE S-II SECTION VIEWS

IB". 3'-0" 3'-0" .B"I ~ ADDITIONAL REINF.- 2-#B @ 3" OC, TYP. I ADDITIONAL #5 BAR IN TOP OF TOP SLAB -1

3" COVER 0 I () A WING WALL REINFORCEMENT - _,

~. /I #5 @ 6" OC ~ WITH 2" CONCRETE COVER dl: I A

1-1/2"

6" SUPPORT POST WITH 2-#5 REBAR

SHELF I + I~

;:11 I . 4'-0" 2'-0" ----j -- --

8" 6'-0" 8" 6'-0" 7'-1

RADIAL FLOW 7'-4" 15'-4" INDUCTOR 22'-8"

LIMITS OFt PAVEMENT WAR~AGE-TYPICAL PLAN VIEW

TYPE A ~URB ONLY, SEE rTANDARD DETAIL-CA TCH BrSIN FLOW LINE r RANSITIONS

r BENCH SLOPE r 1-1/2" BEVEL TOP OF CURB\ SEE NOTE 3 6" SUPPORT POST \ 6" THROAT~ I FLOW LlNE~1 SEE NOTE 3

,.. .., I WITH 2-#5 REBAR SHELF ~ '" #? REINF. '\ ". ..,

-eg"

SECTION A-A

i

~I~I~ s; (J) 0 Z

°lol(J) VJ > a ~ Ol

I (J) (') >1 ~ r OZ

~ ~~ ~

o~ """;u

~I~: ~~ ~"1J ;U» (J);U OJ-I CS: ;U~ G)Z

-I

> "'tI "'tI :;;c 0

~o m» :f.

-/ 0 :1:-/

rn-< »"""0 (J)rrl

z(J)

° ° I

~ > 0 (f)z

r.l rrl ~~ -/ 0 '-- » I c

Z I (.J1 f'Tl

ex:> N 0

rn 0 N

o

-l

-<

(J)

-l

NOTE: FOR NOTES AND SECTION VIEWS B-B AND C-C, SEE STANDARD DETAIL-TYPE S-I AND TYPE S-II SECTION VIEWS

~ f-

a:i 0:: ~ ()

I..a... o

~aJ REAR RADIUS POINT ~

FRONT RADIUS POINT ~ 1--+ I

A en ~17::,' 6" SUPPORT POST . . WITH 2-#5 REBAR 8" WALLS PC

,T , ,~ t,W -4

4'-6" ~PT [

4'-0" ~ I I I ~1 _- 6'-0" :JlL I ~EE NOTE 4 .. _ -+~ 0 _ 181 6'-6" - -6'-6"

\ '-----

» I RADIAL FLOW INDUCTOR

7'-4" 23"-4" r=-O"+ 3'-4" ~\

z o » :::0

o (J)

SEE NOTE 3

1 I" • [

LI CAST -IN-PLACE THE STRUCTURE ABOVE THIS LINE

30'-8"

TYPICAL PLAN VIEW GE-TYPE A CURB ONLY, SEE STANDARD DETAILCATCH BAflN FLOW LINE T,ANSITIONS

I TOP OF CURB ~

6" THROAT ~I FLOW LINE ~ SEE NOTE 3

SHELF ~ ~ #~ REINF., \1.. • -I BENCH SLOPE r 1-1/2" BEVEL

6" SUPPORT POST ~ \ WITH 2-#5 REBAR '\ _______

I J1J. 6" ~t, ........ \- ____ -Il-I ro

113" DROP FLOW --'-WING SLAB REINFORCEMENT

#5 @ 6" OC WITH 2" CONCRETE COVER

SECTION A-A

"' ~i"' ~

9"

j

TOP SLAB REINFORCEMENT-2 MATS-#5 @ 6" OC/EW STAGGER MATS AS SHOWN

~-- ACCESS-SEE STANDARD DETAILMANHOLE RING AND COVER CASTING, TYPE D ONLY

WITH 2" CONCRETE COVER, TYP. PAVEMENT

1-1/2" BEVEL SEE THROAT VIEW DETAILS, BELOW

WALL REINFORCEMENT#5 @ 12" OC-HORIZ., #4 @ 12" OC-VERT., WITH 2" CONCRETE COVER

I~-+----+--- BENCH SLOPE

SEE NOTE 4

~~!m~~~m~--COMPACTED SUBGRADE, OR BASE SLAB REINFORCEMENT - ----" 4" CONCRETE MAT, OR #5 @ 9" OC 6" COARSE AGGREGATE,

WITH 2" CONCRETE COVER SECTION 8-8 AS ORDERED

NOSING REINFORCEMENT-SHELF

ADDITIONAL #5, WING IN COVER

FINISHED GRADE

SHALL BE #5 BAR IN THE SAME PLACEMENT AS SHOWN ON CITY STANDARD-CATCH BASIN COVER SLAB AND REI FORCING

PAVEMENT

~ rot:~~~~~~~~~ 0:: 1- SUPPORT POST - 6" PVC, SCH. 40 MIN., <t: WITH 2-#5 BAR, HOOKED AS SHOWN, > <D FILL POST WITH CONCRETE

WING SLAB REINFORCEMENT#5 @ 6" OC, WITH 2" CONCRETE COVER (FROM TOP)

WARP PAVEMENT AT BAS7N AND WING THROAT 24"

BOC

SECTION

PAVEMENT

FLOW LINE

BOC

2-#5 BAR, CONTINOUS, TYPICAL

THROAT REINFORCEMEN T-#5 @ 6" OC/EW, TYP. WITH 2" CONCRETE COVER

C-C

PAVEMENT FLOW LINE

BOC

THROAT~~~~~~- THROA T ~~k;::~~ THROAT~~~~~:f INVERT INVERT INVERT

TYPE A CURB TYPE B CURB TYPE D CURB

THROAT VIEWS NOTES: 1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. FOR PLAN VIEW-SEE STANDARD DETAIL-TYPE S-I OR TYPE S-II CATCH BASIN. 3. SEE STANDARD DETAIL-CATCH BASIN FLOWLINE TRANSITIONS. 4. OUTLET PIPE-MAXIMUM SIZES: RCP @ 54", ERCP @ 34"x53", AND BC @ 4'-0" SPAN. 5. SLOPE TOP OF BASIN AND WING 1/4" TO 1 /2" PER FOOT TO MATCH SLOPE OF EXISTING SIDEWALK.

CIT Y S TAN DAR D S REVISIONS TYPE S-I

SECTION AND TYPE S-II

DETAIL VIEWS IlL BY DATE

SWB 03/06

APPROVED BY:

I-___ -+-___ +-_E_N_G_IN_E_ER_I_NG __ D_EP_A_R_T_M_EN_T--I • ~J_ ~ -8. ~ CITY of ST. PETERSBURG \,Vl-(/JIlIIM) t::..J~


DATE: JUNE 2002

DWG. No.

S40-59

A

SLOPE SPILLWAY @

1/2" PER FOOT

m ....... 1--....1

PLAN VIEW

FINISHED GRADE

A

6-#5 AS SHOWN WITH #4 HOOP @ g" OC

SLOPE TO MATCH EMBANKMENT

ADDITIONAL #5 BAR

3" COVER (/) w 0:: ~

1'-6" 1'-10" 1.-£

NOTES:

3'-4"

3" MIN. ----=--!.rt+h.

SHEET PILING, SEE NOTE 2 --..-I

RIPRAP AS ORDERED OR SHOWN

SECTION A-A


ISOMETRIC VIEW

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

SECTION 8-8

2. SHEET PILING MINIMUM REQUIREMENTS: SECTION MODULUS=8.6 CI/FT OF WALL, THICKNESS=0.25 IN., LENGTH=10 FT., EMBEDMENT=3 IN., Z OR ARCH SHAPE.

3. ALL REINFORCEMENT: #5 @ g" ON CENTER EACH WAY WITH 2" CONCRETE COVER MINIMUM, 3" CONCRETE COVER WHEN CAST AGAINST SOIl.

4. #5 DOWEL WITH 3' x 3' LEGS @ g" OC WHEN PIPE SIZE EXCEEDS 42" DIAMETER. CONTINUE DOWELS IN THE SIDE WALLS UNTIL WALL HEIGHT IS 3'-2". ALSO 1-#5 BAR, HORIZONTALLY AT TOP OF ROW.

REVISIONS

BY DATE

SWB Og/oo SWB 06/02

SWB 06/04

SWB 03/06

CIT Y S TAN DAR D S

IlL


SCALE: N.T.S.

TYPE H-I HEADSTRUCTURE DETAIL


~13.JJ~ DIRECTOR

DWG. No.

S40-60

A A SLOPE SPILLWAY @

1/2" PER FOOT

m ....... I--.....J

PLAN VIEW

FINISHED GRADE

- (f) w Ci2 « >

ISOMETRIC VIEW

to 6-#5 AS SHOWN WITH #4 HOOP @ 9" OC


FINISHED GRADE

12" I 1'-6" 1'-10" 1-£

NOTES:

3'-4"

3" MIN. ---=-~~

SHEET PILING, SEE NOTE 2 --..-J

SECTION A-A



SECTION 8-8

2. SHEET PILING MINIMUM REQUIREMENTS: SECTION MODULUS=8.6 CI/FT OF WALL, THICKNESS=0.25 IN., LENGTH=10 FT., EMBEDMENT=3 IN., Z OR ARCH SHAPE.

3. ALL REINFORCEMENT: #5 @ 9" ON CENTER EACH WAY WITH 2" CONCRETE COVER MINIMUM, 3" CONCRETE COVER WHEN CAST AGAINST SOIL.

4. #5 DOWEL WITH 3' x 3' LEGS @ 9" OC WHEN PIPE SIZE EXCEEDS 42" RISE. CONTINUE DOWELS IN THE SIDE WALLS UNTIL WALL HEIGHT IS 3'-2". ALSO 1-#5 BAR, HORIZONTALLY AT TOP OF ROW.

REVISIONS

BY DATE

SWB 06/02

SWB 06/04

SWB 03/06



SCALE: N.T.S.

TYPE H-II HEADSTRUCTURE DETAIL


~{3.~ DWG. No.

DIRECTOR S40-61

A

SLOPE SPILLWAY @

1/2" PER FOOT

m ....... I--...J

PLAN VIEW

FINISHED GRADE

A

--

6-#5 AS SHOWN WITH #4 HOOP @ 9" OC


FINISHED GRADE

ADDITIONAL #5 BAR

3" COVER (f) w ~ :;

~f 12" I

ISOMETRIC VIEW

1 r

... " 6"

~

1'-6" 1'-10" 1-£ FINISHED GRADE

NOTES:

3'-4"

3" MIN. ----'.-I~

SHEET PILING, SEE NOTE 2 --~

RIPRAP AS ORDERED OR

SECTION A-A



SECTION 8-8

2. SHEET PILING MINIMUM REQUIREMENTS: SECTION MODULUS=8.6 CI/FT OF WALL, THICKNESS IN., LENGTH=10 FT., EMBEDMENT=3 IN., Z OR ARCH SHAPE.

3. ALL REINFORCEMENT: #5 @ 9" ON CENTER EACH WAY WITH 2" CONCRETE COVER MINIMUM, 3" CONCRETE COVER WHEN CAST AGAINST SOIL.

4. #5 DOWEL WITH 3' x 3' LEGS @ 9" OC WHEN PIPE SIZE EXCEEDS 42" RISE. CONTINUE DOWELS IN THE SIDE WALLS UNTIL WALL HEIGHT IS 3'-2". ALSO 1-#5 BAR, HORIZONTALLY AT TOP OF ROW.

REVISIONS

BY DATE

SWB 06/02

SWB 06/04

SWB 03/06

CIT Y S TAN DAR D S

ilL


SCALE: N.T.S.

TYPE H-III HEADSTRUCTURE DETAIL

APPROVED BY:

~t3.~ DATE: SEPT. 2000

DWG. No.

DIRECTOR S40-62

A

l

NOTES:

1----- '0

I N

SHEET PILING

PROPOSED SAND CEMENT RIP RAP FOR EROSION PROTECTION

I I-0 ~ w c:: ~ () ~ c:: l-V) 0 « w I

PROPOSED OR EXISTING HEADSTRUCTURE

PLAN

10'+/-

SECTION A-A

1. ALL EXPOSED EDGES TO HAVE 3/4" CHAMPHER. 2. ALL REINFORCING STEEL SHALL HAVE 2" CONCRETE COVER MINIMUM.

CIT Y S T A N 0 A R 0 S

A

J =0 I

'It

+

12"

REVISIONS

BY DATE

SWB 06/02

CONCRETE SPLASH PAD DETAIL

APPROVED BY: SWB 03/06 DATE: SEPT. 2000 ENGINEERING DEPARTMENT r-____ +-____ ~ __ C-I~--O-f-ST-.-P-ETE--RS-B-UR-G~~i3.~


DWG. No.

S40-65

~UBBER GASKET

(FLAT TYPE)

FLJ RUBi

R GAs'll" (ROUND TYPE) ..........

----t} DOUBLE GASKET JOINT

(PRIOR TO PULL-UP) RUBBER GASKET JOINT

(PRIOR TO PULL-UP) BELL AND SPIGOT JOINT

(PRIOR TO PULL-UP)

BOX CULVERT (TONGUE AND GROOVE JOINT)

ROUND PIPE (TONGUE AND GROOVE JOINT)

INTERNAL GASKET JOINT

ELLIPTICAL PIPE (TONGUE AND GROOVE JOINT)

KEEP BAND SNUG AT BELL AREA

ROUND PIPE wi BELL (BELL AND SPIGOT JOINT)

EXTERNAL JOINT SEALING BAND

OVERLAP FABRIC ON

JOIN T -~mt;R:l;:t:Rf~

ELLIPTICAL PIPE (TONGUE AND GROOVE JOINT)

FILTER FABRIC WRAP

KEEP WRAP ----7~00 SNUG AT "'~N:N::N:1li!lID-l::!\' BELL AREA

ROUND PIPE WI BELL (BELL AND SPIGOT JOINT)

NOTES: 1. ALL CONDUITS SHALL HAVE AN INTERNAL JOINT GASKET CONFORMING TO ONE OF THE FOLLOWING:

-ROUND PIPE: RUBBER GASKET, OR APPROVED EQUAL. -ELLIPTICAL PIPE: COLD ADHESIVE PREFORMED PLASTIC GASKET OR RUBBER GASKET, OR APPROVED

EQUAL(S). -BOX CULVERT: RUBBER, PLASTIC, OR PREFORMED BITUMINOUS JOINT SEALING MATERIAL "RAM-NEK",

OR APPROVED EQUAL. 2. THE CONTRACTOR SHALL CHOOSE FROM THE MATERIALS LISTED BELOW FOR EXTERNAL WRAP OF EACH

CONDUIT JOINT, EXCEPT THE EXTERNAL SEALING BAND SHALL BE MANDATORY FOR BOX CULVERTS. A. EXTERNAL JOINT SEALING BAND(S) SHALL BE AS LISTED BELOW:

-ROUND PIPE WITH A BELL TYPE JOINT SHALL BE ESKY WRAP (*), OR APPROVED EQUAL. STANDARD 11" WIDE BAND, MINIMUM OF 2 BANDS PER JOINT.

-ROUND PIPE, ELLIPTICAL PIPE, AND BOX CULVERT SHALL BE CADILLOC (*) EXTERNAL PIPE SEALING BAND, OR APPROVED EQUAL. MINIMUM 13" WIDE BAND, CENTERED ON JOINT. * DISTRIBUTED BY THE UPPER PENINSULA RUBBER COMPANY, INC.

B. FILTER FABRIC SHALL BE MIRAFI HO-N, OR APPROVED EQUAL, CENTERED ON JOINT. FILTER FABRIC SHALL BE SECURED BY STRAPS OR OTHER METHOD APPROVED BY THE MANUFACTURER.

3. ALL TONGUE AND GROOVE, AND BELL AND SPIGOT SURFACES ADJACENT TO THE INTERNAL JOINT GASKET(S) SHALL HAVE LUBRICANT APPLIED AS PER GASKET MANUFACTURES RECOMMENDATIONS.

REVISIONS

BY DATE

SWB 09/00

SWB 06/02

SWB 06/04

SWB 03/06

CIT Y

~ !lJ:. ~~ ~

S TAN DAR D S

APPROVED BY:

CONDUIT JOINT WRAP DETAIL

ENGINEERING DEPARTMENT DATE: MARCH 1993 CITY of ST. PETERSBURG DWG. No.

SCALE: N.T.S. S40-66

SAW CUT AT TERMINAL LIMIT

17777=77n.._-L------L- 8" WALL FOR PIPES 12" THRU 30", 1/2" PLASTER COVER -~ ALSO EQUIVLENT SIZE ELlPPTICAL PIPES

NOTE:

'-------+-12" WALL FOR PIPES 36" THRU 54", ALSO EQUIVLENT SIZE ELlPPTICAL PIPES

RUNNING BOND: 2 PER PIPES 12" THRU 30" TYP. RUNNING BOND: 4 PER PIPES 36" THRU 54" TYP.


BRICK, MOTAR, AND PLASTER FOR BULKHEAD SHALL CONFORM TO THE TECHNICAL SPECIFICATIONS.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06

CIT Y S TAN DAR D S


SCALE: N.T.S.

MASONRY BULKHEAD DETAIL


DWG. No.

DIRECTOR S40-69

MAX. D=1S" RCP

BENCH SLOPE

CONCRETE COLLAR CURB,~L WHEN ORDERED, TYP., SEE NOTE 2

1/2" EXPANSION JOINT MATERIAL W/CURB, TYP.

MAX. D=1S" RCP -----".

NOTES:

~---- MAX. D=1S" RCP

__ -I-fG.-.!I---;'I-- 4" MIN., TYP.

PLAN VIEW

I-CONCRETE COLLAR CURB, I WHEN ORDERED, TYP.

~:;:,Il.-

S" BOND BEAM, SEE NOTE 2

I'II-I-----S" CONCRETE BRICK W/ 3/4" PLASTER COA nNG, BOTH SIDES

+---D/2 ~~:=::rz:zr-t

SECTION A-A

4: 1 MAX. SLOPE IN GRASS AREA'S, TYP.

MATCH SLOPE IN PAVEMENT AREA'S, TYP.

BENCH SLOPE

CAST -IN-PLACE BASE, TYP.

~mmm~-"I----- SEE NOTE 4

SECTION 8-8

1. GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. FOR BOND BEAM, REINFORCING STEEL SIZES AND PLACEMENT, AND COLLAR CURB REQUIREMENTS, SEE

STANDARD DETAIL-REINFORCEMENT AND MISCELLANEOUS FOR TYPE I AND TYPE" INLETS. 3. FOR GRATE AND FRAME REQUIREMENTS, SEE STANDARD DETAIL-GRATE AND FRAME FOR TYPE I AND"

INLETS. 4. INLET TO BE CONSTRUCTED ON COMPACTED SUBGRADE, 4" CONCRETE MAT, OR 6" COURSE AGGREGATE,

AS ORDERED.

REVISIONS

BY DATE

SWB 06/02

SWB 06/03

SWB 03/06

SWB 09/07



SCALE: N.T.S.

BRICK GRATE INLET TYPE I DETAIL

APPROVIED BY: DATE: MARCH 1993

DWG. No.

S40-71

~----MAX. D=18" RCP ---,

A- PIPE SEALING, SEE NOTE 5

--H-~----i---1-1/2" MIN., TYP.

I-CONCRETE COLLAR CURB, I WHEN ORDERED, TYP.

L ______ ...J

PIPE SEALING, SEE NOTE 5

MAX. D=18" RCP

BENCH SLOPE

-~ -~

I

CONCRETE COLLAR CURB,------------L WHEN ORDERED, TYP., SEE NOTE 2


MAX. D=18" RCP __ --J

B

PLAN VIEW

SECTION A-A

;:,It:.~-

=I .t---18" SHALL BE t CAST-IN-PLACE

<0

D/2

4: 1 MAX. SLOPE IN GRASS AREA'S, TYP.


PRECAST BASE AND RISER, TYP

BENCH SLOPE PIPE SEALING, SEE NOTE 5 -----I==bA""'i!!J!iJitl

~~~OO~------ SEE NOTE 4

SECTION B-B

NOTES: 1. GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. FOR REINFORCING STEEL SIZES AND PLACEMENT AND COLLAR CURB REQUIREMENTS, SEE STANDARD DETAIL

REINFORCEMENT AND MISCELLANEOUS FOR TYPE I AND TYPE II INLETS. 3. FOR GRATE AND FRAME REQUIREMENTS, SEE STANDARD DETAIL-GRATE AND FRAME FOR TYPE I AND II


AS ORDERED. 5. FOR WALL PENETRATION SEALING, SEE STANDARD DETAIL-PRECAST STRUCTURE JOINT AND STRUCTURE

SEALING.

REVISIONS

BY DATE

SWB 06/02

CIT Y

ilL

S TAN DAR D S PRECAST GRATE INLET

TYPE I DETAIL SWB 06/03

SWB 03/06

SWB 09/07 1-

____ +-__ -+ ______________ ~APYknePRO~DBY: 13. iJ~ ENGINEERING DEPARTMENT CITY of ST. PETERSBURG


DATE: MARCH 1993

DWG. No.

S40-72


MAX. 0=30" RCP

BENCH SLOPE

I I I I I L ___ _

PLAN

~---- MAX. 0=30" RCP

- - l A- PIPE SEALING, SEE NOTE 5

---tt-1f----'----1-1 /2" MIN., TYP. I I ~ CONCRETE COLLAR CURB, I WHEN ORDERED, TYP.

____ J B

VIEW -~ ~--~ ~-

------~~I ~~========~~-'I~--tr---L_ L _...J 1---18" SHALL BE

___________ _ CAST-IN-PLACE

0/2

SECTION A-A

-~-~ I

CONCRETE COLLAR CURB,~L 4: 1 MAX. SLOPE IN GRASS AREA'S, TYP. WHEN ORDERED, TYP.,

SEE NOTE 2


MAX. 0=30" RCP ----"> PIPE SEALING, SEE NOTE 5

NOTES:


PRECAST BASE AND RISER, TYP

i--71--r----BENCH SLOPE

§~OO~~~·-.. ----SEE NOTE 4

SECTION B-B

1. GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. FOR REINFORCING STEEL SIZES AND PLACEMENT AND COLLAR CURB REQUIREMENTS, SEE STANDARD DETAIL

REINFORCEMENT AND MISCELLANEOUS FOR TYPE I AND TYPE " INLETS. 3. FOR GRATE AND FRAME REQUIREMENTS, SEE STANDARD DETAIL-GRATE AND FRAME FOR TYPE I AND"



SEALING.

REVISIONS

BY DATE


IlL


SCALE: N.T.S.

PRECAST GRA TE INLET TYPE " DETAIL


~8.l1k DIRECTOR

DWG. No.

S40-73

'<-+--++~-l t>- BASE SLAB REINFORCEMENT -< ++-+--+-T

L-H~:!=t=it1

L L

TYPE I TYPE II TYPICAL PLAN VIEWS "+ 0 SEE GRATE BASE ANCHOR ;':':EMBL~

8 BOND;:;. \, .. ~ ',. \" . r SEE • \. . '1) .. BEAM :;: ~ - NOTE 1 , --

~ __ ~ WALL TKNSS. , r- - - - - r- - - - - - - 1-

t:0 ~ ~ ~ ~ ~ WALL REINF.,/ WALL REINF.,/

~ ~ ~~ ~~ t-L ~ WALL TKNSS.. - ~_WALL TKNSS"r-t#---:::;=::::::;:::::=:;::=:;:====+.

~=SLAB THICKNESS AND REINFORCEME~~-'----------' BRICK TYPE I PRECAST TYPE I


PRECAST TYPE II

, .. 12" __ ,/ #4 REBAR, CENTERED,

INLET WALL ~ ~1:~tONTINUOUS RETICULINE GRA IT --7 -b- 2-#4 REBAR,

2-1/2" STEEL ~ CONTINUOUS

ANGLE BASE ./

ANCHOR STUD..--/......-A .....

INLET WALL.-/' _~L...

GRATE BASE ANCHOR ASSEMBLY DETAIL

~ 1/2" EXPANSION JOINT MATERIAL

COLLAR CURB DETAIL

S C H E D U L E INLET WIDTH LENGTH WALL WALL SLAB SLAB TYPE INSIDE INSIDE THICKNESS REINFORCEMENT THICKNESS REINFORCEMENT

BRICK-I 2'-0" 2'-9" 8" N/A 8" #6 @ 9" EW

PRECAST-I 2'-0" 2'-9" 8" #4 @ 10" EW 8" #4 @ 9" EW

PRECAST-II 3'-0" 4'-2" 8" #4 @ 10" EW 8" #4 @ 12" EW

NOTES: 1. FINAL 18" MINIMUM, SHALL BE CAST-IN-PLACE. 2. PROVIDE 2" CLEARANCE FROM CONCRETE FACE TO REINFORCEMENT, OR AS INDICATED.

REVISIONS

BY DATE



SCALE: N.T.S.

REINFORCEMENT AND MISCELLANEOUS FOR TYPE I AND

TYPE II GRATE INLETS DETAIL APPROVED BY: DATE: SEPT. 2007

~8.i1L-.. DIRECTOR

DWG. No.

S40-74

5-1/2" 38" 5-1/2"

~ --= ~ F -- :ASE ~~ME; If .1'1:11", ~~ 1~~~C~~;:: TYP

J, w : • _ : Ti~ ~ ANCHOR STUD, TYP.

o ~ I I 1 IX) « .1 '-.. e: I I : ~--+-+----GRATE ASSEMBLY, TYP. Iw

g} ~ I I ': (Il I 1'1 BASE FRAME, TYP.

"to 1 I ~ =!,~ (2-1/2 x 2"-1/2" x ;::. I II II I 1/2" ANGLE)

I c"--' ------------ --- -- -L OUTSIDE EGDE OF INLET, TYP.

l{) I III! 1111111111-1 2" NOTCH, END BARS ONLY, AS SHOWN )L ;Jcr-

BRICK AND PRECAST TYPE I INLET MODIFIED USF 6611 GRATE

5-5/8" 54-3/4" -1 I .. 2" NOTCH, TYP.

I - - --: '111~2-1/8" NOTCH, TYP.

I ~ ANCHOR STUD, TYP. 1 ........ ~""""....,...... .......... I;"1'..VI'oiVI"'~ .......... .........,.,~1 .:

w il C=:~:~:~:::::::::::::::::::~ : .: ~~ ~ ~ e: I I 1

I w I I ·1 ~~ 1 V « I .1

(Il : C=~~~~~~~NV~~~~~~,~ : I I '1

~-+-+-- GRA TE ASSEMBLY, TYP.

I 'J1:("" 1:/ BASE FRAME, TYP. 1 ~ f' (2-1/2 x 2"-1/2" x

U II b! 3/8" ANGLE)

- - fDUTSIDE EGDE OF INLET, TYP.

~ 11111111111 i 111I111I 2" NOTCH, END BARS ONLY, AS SHOWN

) I~ PRECAST TYPE II INLET

MODIFIED USF 6616 GRATE

R BASE FRAME ANGLE, SEE SIZES ABOVE

1/2" DIA. x 4" LONG ANCHOR STUD @ 18" ON CENTERS

-"-V---r-3-:"/1-6--==-""

NOTES: GRATE BASE ANCHOR DETAIL

1. RETICULINE GRATES SHALL BE BICYCLE SAFE, HAVE A H-20 RATING AND SHALL BE MANUFACTURED BY U.S. FOUNDRY AND MANUFACTURING CORPORATION OR APPROVED EQUAL.

2. RETlCULINE GRATE, BASE FRAME, AND STUDS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION.

REVISIONS

BY DATE

C I T Y S TAN DAR D S I ~ I I {K, I I ~\ I I ~ I


SCALE: N.T.S.

GRATE AND FRAME FOR TYPE I AND II INLETS DETAIL


y~~ i1'/~ DWG. No. ~ S40-75 DIRECTOR

I I I I I

1"'--'1-.,.,: __ ----- MAX. 0= 42" RCP

- I A __ PIPE SEALING, SEE NOTE 5

l2==~~

~HI+_t___.!-----1-1/2" MIN., TYP.

I-I"---CONCRETE COLLAR CURB, I WHEN ORDERED, TYP.

L __ _ ---~


MAX. 0=42" RCP

BENCH SLOPE

_'i-~ >

-~~

i L_

> i

CONCRETE COLLAR CURB,------L WHEN ORDERED, TYP. SEE NOTE 2, BELOW


MAX. 0=42" RCP


NOTES:

B PLAN VIEW

SECTION A-A

4'-10"

SECTION B-B

2' -6" SHALL BE CAST-IN-PLACE 6" MINIMUM

0/2

~ -It-

_J 4: 1 MAX. SLOPE IN GRASS AREA'S, TYP.


PRECAST BASE AND RISER, TYP.

BENCH SLOPE

~SEE NOTE 4

1. GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES. 2. FOR REINFORCING STEEL SIZES AND PLACEMENT AND COLLAR CURB REQUIREMENTS, SEE STANDARD DETAIL

REINFORCEMENT AND MISCELLANEOUS FOR TYPE III GRATE INLET. 3. FOR GRATE AND FRAME REQUIREMENTS, SEE STANDARD DETAIL-GRATE AND FRAME FOR TYPE III GRATE

INLET. 4. INLET TO BE CONSTRUCTED ON COMPACTED SUBGRADE, 4" CONCRETE MAT, OR 6" COURSE AGGREGATE,


SEALING, SHOWING FILTER FABRIC AT PIPE/STRUTCTURE INTERFACE.

REVISIONS

BY DATE

CIT Y S TAN DAR D S


SCALE: N.T.S.

PRECAST GRA TE INLET TYPE III DETAIL


~t3.t:J~ DIRECTOR

DWG. No.

S40-76

, <D

6'-4"

'- 12" 4'-4" 12"

---- 8

'ri--t-1Ht-j~4 BARS AT 8" OC/EW

---- 8 PLAN VIEW

8"

6'-2"

4'-10" 8" <Cl

~ ~6~"~~1~5~'-~3~"~F~R~AM=E~~~6~" ~ I

, 8-5/8" FRAME

, .r+I--------~~------~--------_+~} <Cl 'N 8"1 8" 2'-6" SHALL BE

~ ~r--=-~ ~ r--------I- CAST-IN-PLACE , ~ -4-::---~"-

Lv- Lv-

SECTION A-A SECTION 8-8 ~----------"......, -----.---- r-.r--------:----,,-~,-

'" ~ ~ 1~" O~C,D~A':' -J ______ ~ __ g __ _ ~ r- ':1 / ~G II: ~

~ 2'-6" SHALL BE CAST -IN-PLACE

- -- - ,- - 1~r--6" MINIMUM

NI ( ~<V~:00 r ~ :1I1t---1t---+--l+--I+--Iitt-II'~- VERT. REINF.

0::0 3' TO 15' OF DEPTH . Cj ,,~<:j. :§ ":11 'I 'I 'I 'I IIlf": #4 BARS@12"OC I #4 @ 6" OC, MAX. :1 0-' (J'-J I: in

. ~<,..aQ;- .

--If.--r- 2" CLR j 1 1 1 I Jll: ~~~~~~~~--~ooj-----IH~t=t=+=4=~

2" CLR


BAR At -:-7.1

W

--l t-IJO~3/4" / '" --l Il--, --l IJ --l it 4-1/4" --l

, BAR D 9:: r'-3-11 16 N 0. 9:: 9:: I J)t 8-3/4" 0.

20" U~ 1 0" ~tU) 20" ~ tU

6-3 4 Ut rr-v- 4-7/8" tU

(f--20= - - - - t- - I - ~li-3L1-' ll- -' "-. . I / .. 0 "-1' BAR B _ . 18" I') 13-1 4 N ~ . ~ BAR C f- f- f- U f- <Cl f-

INLET WALL - .j 5 -./' 5 Lv- ~ ~ ~ ~ w w ~ ~-./' I ~ a:: a:: a:: a:: -;.... a::

GRATE BASE DETAIL 0. BAR A 0. BAR B a.. BAR C 0. BAR D 0.

#4 @ 12" #4 @ 12" #4 @ 12" #4 @ 12" NOTES: 1, GENERAL NOTES, SEE STANDARD DETAil-STORM STRUCTURE NOTES. 2, PROVIDE 2" CLEARANCE FROM CONCRETE FACE TO REINFORCEMENT, OR AS INDICATED. 3, CIPl = CAST-IN-PlACE,

CIT Y S TAN DAR 0 S REVISIONS

BY DAlE I ~ I

~ REINFORCEMENT AND

MISCELLANEOUS FOR TYPE III GRA TE INLET DETAIL

APPROVED BY: DATE: SEPT, 2007

DWG, No.

S40-77


r-____ -+ ______ ~--C-I-TY--Of--ST-,-P-E-TE-R-S-BU-R-G--~ ~~ ~~ SCALE: N. l.S. DIRECTOR

0 GRATE

5'-3"

ASSEMBLY

"1Y \.J' \J 1,\ 11, 'LJI "" 1",:n7

'I~ >-' -l

ill CD, :::!:, WI (f)' (f)! «I wi 1-' I

«, , 0:: 1 i 0· .~

:F ,F

tT , J,

r- "_ ..

~ D

!

I i

I I I , , , ,

,

,

Ii

1/2"

CL

i

! ! , i ;c I~

I

I 'i

I , !

i

I '-

-l « u a:: >- -l I- «

u 0:: a:: « >-CD I-

--OUTSIDE EGDE OF INLET, TYPICAL

RETICULINE BAR: ~--"- 0 0 0 0 0 0 0 0<:= 1-1/4" x 3/16" S 5" X 3-1/2" x 5/16"

~"--_____ ~ ______ ~""....::.i ANGLE, ALL SIDES

RIVET, TYPICAL PRECAST TYPE III INLET INTERMEDIATE BAR

3/4" CHAMFER, TYPICAL

MAIN BAR: 5" x 1/2"

MODIFIED USF 6661 GRATE

3/4" CHAMFER, TYPICAL

INTERMEDIATE BAR: 1-1/2" x 1/4"

5/16"

ANGLE FRAME, TYP. NOTCH BAR, TYPICAL

5/16"

ANGLE FRAME, TYP.

NOTES:

INLET WALL ---l--o,/'--~ INLET WALL --..-J

TYPICAL SECTION C

3/4" CHAMFER, TYP.

INLET WALL, TYP.

TYPICAL SECTION D

, .. 12" .. ,/ #4 REBAR, CENTERED,

~_--' ~ CONTINUOUS

1/2" EXPANSION JOINT MATERIAL

COLLAR CURB DETAIL

1. RETICULINE GRATES ARE 5" STEEL DECKING AS DESCRIBED ABOVE, WEIGHING 630 LB.S AND SHALL BE BICYCLE SAFE, HAVE A H-20 RATING AND SHALL BE MANUFACTURED BY THE U.S. FOUNDRY AND MANUFACTURING CORPORATION OR APPROVED EQUAL.

2. RETICULINE GRATE ASSEMBLY SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION.

CIT Y REVISIONS

BY DATE

S TAN 0 A R 0 S GRA TE AND FRAME FOR

INLET DETAIL TYPE III GRATE APPROVED BY: DATE: SEPT. 2007

DWG. No.

S40-78


t--__ -t-___ -+-_C_I_TY_Of_ST_._P_E_TE_R_S_B_UR_G_--I ~ ,8 b ~4~ SCALE: N. T.S. DIRECTOR

FILTER MEDIA SPECIFICATIONS

FINE FILTER AGGREGATE FOR STORMWA TER FIL TRA TION SYSTEMS AS REQUIRED BY SWFWMD SHALL BE WASHED MATERIAL, i.e., CLEAN CREEK GRAVELS, AND SILICA SAND; OR MIXTURES THEREOF WITH LESS THAN 1-PERCENT SILT, CLAY, AND ORGANIC MAHER.

1. THE FILTRATION MEDIA MUST HAVE A UNIFORMITY COEFFICIENT BETWEEN 1.5 AND 2.0, AND AN EFFECTIVE GRAIN SIZE OF 0.40 TO 0.55 MILLIMETERS.

2. THE VERTICAL PERMEABILITY RATE (K) SHALL BE AT LEAST 130-FEET PER DAY WHEN COMPACTED TO 98 PERCENT OF MAXIMUM DENSITY BY AASHTO T 180.

COURSE AGGREGATE SPECIFICATIONS

1. COARSE AGGREGATE SHALL BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF THE FOOTSSRBC, SECTIONS 901.

2. THE GRADATION SHALL MEET SECTION 901, SIZE NO. 7 OR 89 STONE, UNLESS OTHERWISE SPECIFIED.

3. SAND OR LlMEROCK WILL NOT BE AN ACCEPTABLE COURSE AGGREGATE.


I ~ I BY DATE

SWB 06/02

SWB 03/06

[ 7ll:. [

[ ~ I I ~ I


SCALE: N.T.S.

FILTRATION SYSTEM NOTES APPROVED BY: DA TE: SEPT. 2000

~,d.t1L DIRECTOR

DWG. No.

S40-80

STRUCTURE SCHEDULE A : ___ " * E: " * - --B: _ __ " * F: _'-__ " * C : _ __" * G: _' - __ " * D : _ __" * H: _. ___ fI *

* PER APPLICATION

6" PVC UNDERDRAIN

OIL SKIMMER AT EACH CONTROL SLOT . .....::!Io".,.-~~'""'ATTACH WITH 5/8" BOLTS AT 2" CENTERS, TYPICAL EACH SIDE.

MODIFIED CITY TYPE PRECAST GRATE INLET ---....J"oo.,

WITH CONTROL SLOTS AND SKIMMERS. (SEE NOTE 1, BELOW)

ISOMETRIC VIEW

ANGLE FRAME

GRATE

'IOk __ -----'- 4"x 3/8"16 ANCHOR STUD,

CONTROL UNITS SCHEDULE UNDERDRAIN 6" INV. __ . __

OUTFALL __ " INV. ___ . __

SLOT ELEV. ___ . __

TOP OF STRUCTURE ELEV. ___ . __

OUTFALL PIPE

SEE NOTE 1, BELOW

(SEE NOTE 3, BELOW)

ANCHOR DETAIL

NOTE:

RETICULINE GRATE SIZE PER APPLICATION

(H20 LOADING)

1. SEE STANDARD DETAIL- PRECAST GRATE INLET FOR OTHER CONSTRUCTION REQUIREMENTS. 2. OIL SKIMMER CAN BE CONSTRUCTED FROM THE FOLLOWING OPTIONS: FIBERGLASS, HOPE, OR PVC. 3. OMIT ANCHOR STUD AT CONTROL SLOT AREAS.


BY DATE

SWB 06/02



SCALE: N.T.S.

DETENTION AREA OUTFALL CONTROL STRUCTURE DETAIL


DWG. No.

DIRECTOR S40-81

18 GA. GALVANIZED STEEL SCREEN, W/ 1/4" HOLES AT 1/2" OC/EW ,««

" '0-",

SCREEN

l' 6" % >/.>'Y/ .

I.. .:...:.~;.I to «0' . . .... .

10" x l' 11"

EMBANKMENT SLOPE AT 3: 1

18 GA. GALVANIZED STEEL SCREEN, W/ 1/4" HOLES AT 1/2" OC/EW

2' 5-3 4"

·f· ... :· ':' .

5' 5-1/2"

~INVERT AS PER PLANS

EMBANKMENT SLOPE AT 5: 1

NOTE: ATTACH SCREEN TO COLLAR W/ 1/4"x 1" FLAT WASHER AND 1/4"x 2" ANCHOR BOLT W/ LEAD ANCHOR AT EACH CORNER 1" FROM EDGE OF SCREEN.

CIT Y REVISIONS

BY DATE

SWB 06/02

SWB 03/06

S T A N DAR D S

FILTRATION SYSTEM COLLAR DETAIL

APPROVED BY: DATE: SEPT. 2000 ENGINEERING DEPARTMENT r-____ -+ ______ ;-__ C_I_TY __ O_f_ST_._P_E_TE_R_S_B_UR_G __ ~~i3,~


DWG. No.

S40-83

FINISHED GRADE

CAST IRON FRAME AND COVER U.S. FOUNDARY #USF 7621, OR EQUAL LABEL LID: STORM DRAIN

16" DIA. X 8" CONCRETE COLLAR (3000 psi CONCRETE)

PVC CLEAN OUT PLUG

PVC PIPE

PVC 11 1/4 BEND

PLUG AT END OF LINE ONLY

6" DIA. NON-PERFORATED PVC PIPE

COURSE AGGREGATE, PER SPECIFICATIONS, TYP.

6" DIA. PERFORATED PVC PIPE


BY DATE

SWB 06/02



SCALE: N.T.S.

FILTRATION UNDERDRAIN CLEANOUT DETAIL


'ikruw,8.~ DIRECTOR

DWG. No.

S40-84

22.5·

TYPICAL

'----- PERFORATION, TYPICAL __ -oJ

(OUTFALL PIPE) (RECHARGE PIPE)

NOTES: 1. 6" PVC PIPES SHALL BE PARALLEL AND ORIENTED SUCH THAT PERFORATED SIDES FACE EACH OTHER. 2. ARRANGEMENT OF THE 3/8" PERFORATIONS (AS SHOWN ABOVE) SHALL BE REPEATED ALONG THE

PIPE LENGTH. 3. PERFORA nONS MUST BE DRILLED BY THE CONTRACTOR AS SHOWN, EACH VERTICAL ROW REQUIRES 9

PERFORATIONS EACH. VERTICAL ROWS ARE AT 3" O.C. FOR THE FULL LENGTH OF THE FILTRATION PIPE.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06



SCALE: N.T.S.

FILTRATION PERFORATIONS

APPROVED BY:

DIRECTOR

PIPE DETAIL

DA TE: SEPT. 2000

DWG. No.

S40-85

.------COURSE AGGREGATE, PER SPECIFICATIONS, TYP .

...---- MIRAFI 140N SOCK, OR EQUAL

6" I.D. ;"

7" MIN. : .. ' .. ' .. -.

r 10"

REVISIONS

BY DATE

SWB 01/01

SWB 06/02

SWB 03/06

6" PERFORATED PVC OUTFALL PIPE

30 MIL PVC LINER, OR EQUAL

3'-10"

5'-6"

12" MIN. LAP 25 YEAR STORAGE ELEVATION TOP TREATMENT STORAGE ELEVATION

............. --- SEAL WITH WATER RESISTANT GLUE, FOR FULL LENGTH OF OVER LAP

CONCRETE COLLAR, SEE STANDARD DETAILFILTRATION SYSTEM COLLAR DETAIL

SEASONAL HIGH WATER ELEVATION

NON-PERFORATED 6" PVC DRAIN PIPE

6"x6" PVC TEE

6" PERFORATED PVC RECHARGE PIPE

MIRAFI 140N SOCK, OR EQUAL


DATA SCHEDULE T.O.B. ELEV. * ___ 0_-

25 YEAR STORAGE ELEV. * ___ 0_-TOP TREATMENT STORAGE ELEV. ___ . __ * SEASONAL HIGH WATER ELEV. * ___ 0_-BOTTOM ELEV. ___ . __ * 6" OUTFALL PIPE ELEV. ___ . __ * 6" RECHARGE PIPE ELEV. ___ . __

X = __ " RUN*

* PER APPLICATION



SCALE: N.T.S.

POND PARALLEL PIPE FILTRATION SYSTEM DETAIL


i4nw.0B. ~ DIRECTOR

DWG. No.

S40-86

NOTES:

6' CHAINLINK FENCE REQUIRED, WHEN SLOPES ARE GREATER THAN ALLOWED, OR WHEN DIRECTED.

MIN 15' VARIES 25'

(/) w 0:: « > MAINTENANCE I

ACCESS AREA ,,-:-- T.O.B.

"----EX. GROUND -~L?--""i...~~----··--4--------,---N.W.L.

~I~ ~ 5' ~~,,------------(/)+

-~ ~ 2' >

TYPICAL LAKE SECTION VIEW

1. SLOPES FOR LAKES, DETENTION PONDS AND RETENTION PONDS SHALL CONFORM TO CITY CODE: 16.40.140.4.4(C).

NOTES:

MIN 15'

I MAINTENANCE I ACCESS AREA

'-- EX. GROUND ~~

2'

w z

....J::J «0:: u~ ~I~ wu ~I>-::J (/)0

co «

• SEE NOTE 1.1. VARIES .. I .. SEE NOTE 2.

TYPICAL CHANNEL SECTION VIEW

1. CHANNELS SHALL HAVE A SIDE SLOPE OF 2: 1 MAX.

MIN 15'

I MAINTENANCE I ACCESS AREA

EX. GROUNDJ

2. THE CHANNEL SLOPE SHALL NOT EXCEED THE SATURATED ANGLE OF REPOSE FROM THE GEOTECHNICAL REPORT.


I ~ I STANDARD SLOPES FOR NEW LAKES OR PONDS AND CHANNEL

EXCAVATIONS DETAIL BY DATE

F*= APPROVED BY: DATE: SEPT. 2007

DWG. No.

S40-88


~ ____ ~ ______ r-__ C_IT_Y_O_f_S_T._P_E_TE_R_S_BU_R_G __ ~ ~ ~ ~. SCALE: N. T.S. DIRECTOR

STAKED POST,~ SEE NOTE 1 ~

~ ro ~

::::> ~ 0 Z

I-

:E lo ~

#f'l~/; / q~ /

I GEOTEXTILE MATERIAL, ~ ~ SEE NOTES 2 AND 3, BELOW

n Lo,STUR8ED EARTH SIDE 7 N ~)<

...L.--'--~_If--__ ti- ........ " 'lm~I~II-r--"~ .Q --ij-_--tJJ7

./ L FIELD ESTABLISHED STAKING ALIGNMENT

NOTES:

L NON DISTUR8ED EARTH SIDE 7 ELEVATION VIEW

20·::1:

- - .... -- ~~W- -- 'J TYPICAL POST POSITION - 1_ > '---OPTIONAL POST POSITION

SECTION VIEW

(CANTED 20· TOWARD FLOW) SEE NOTE 5, BELOW

SILT FLOW SIDE ..

1. POST; 2"X2" WOOD, P.T. OR 2-1/2"¢ STEEL AT 6' CENTERS, MAXIMUM. 2. GEOTEXTILE: GRAB TENSILE AT 90 LBS, TRAPEZOIDAL TEAR AT 35 LBS., MULLEN BURST AT 180 PSI. 3. GEOTEXTILE MATERIAL SHALL BE BURIED IN THE GROUND A MINIMUM OF 12" AND BACK FILLED. 4. ALSO SEE FDOT INDEX 199, "GEOTEXTILE CRITERIA", EROSION CLASS. 5. OPTIONAL POST POSITION REQUIRED WHEN SLOPE IS GREATER THAN 1: 2.

C I T Y S T A N 0 A R 0 S REVISIONS STAKED SILT I ~ I

BY DATE I flC I SWB 06/01 I ~ I BARRIER DETAIL

I ~ I SWB 06/02 APPROVED BY: DATE: SEPT. ENGINEERING DEPARTMENT SWB 03/06 CITY of ST. PETERSBURG DWG. No.

2000

~L3a~ SCALE: N.T.S. S40-92 DIRECTOR

X. CATCH COVER SLAB OR WING COVER SLAB CONCRETE

- PIERS, TYP .

CURB AND GUTTER, TYP.- . / SECURE POCKETS wrrn / '" WIRE TIES, TYP. /

[( " , 'i ) ~::\:.S.~,.,;~.;.:-: ~~ ~ ~,:;~>~:.,j'.,!~$"Y~ > ~ . ~ ~.::?::"~~·~·f:.~~.;~'1J»ii j

10" +/-. TYP.V 8"x 8" SQUARE HEAVY ~ STABILI ZA TI ON POCKETS. FILL '" TH DUTY INTERCONNECTED #57 CRUSHED STONE OR EQUIVALENT POL YMERIC COILS, TYP. (2-POCKETS EACH FILTER, TYP.)

TYPICAL PLAN VIEW (TYPE I-M2 SHOWN)

S C H E D U L E

CATCH BASIN I I-M I-M2 II II-M II-M2 III III-M III-M2 IV IV-M IV-M2 V V-M V-M2 S-I S-2

TYPE

FIL TER QUANTITY 1 2 3 2 3 4 3 4 5 4 5 6 5 6 7 5 6

NOTES: 1. CURB INLET FILTERS SHALL BE INSTALLED AT ALL EXISTING CATCH BASINS AND GRATE INLETS THAT ARE

WITH-IN THE CONSTRUCTION AREA AND THOSE TO WHICH STORMWATER MAY FLOW TO, OFF SITE OF THE CONSTRUCTION AREA.

2. CURB INLET FILTERS SHALL REMAIN IN PLACE UNTIL ALL RESODDED AREA'S ARE ESTABLISHED WITH VEGETATION.

3. CURB FILTER INLETS SHALL BE INSPECTED ON A DAILY BASES, AND ANY SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN A PROPER MANNER.

4. CURB FILTER INLETS SHALL BE REPLACED IF THEY HAVE CUTS OR SLITS, ABRASIONS AND PLACEMENT. THOSE THAT ARE DAMAGED SHALL BE REPLACED, AND THOSE MISPLACED SHALL BE REINSTALLED IN THE PROPER LOCATION, AS SHOWN ABOVE.

C I T Y S T A N D A R D S REVISIONS CURB INLET FILTER FOR I ~ I

EROSION CONTROL AT BY DATE I !lL I SWB 03/06 I ~ I CATCH BASIN DETAIL I ~ I

APPROVED BY: DATE: SEPT. 2004 ENGINEERING DEPARTMENT CITY of ST. PETERSBURG ~B.tlL DWG. No.


'V "V "V "V "V "V "V "V "V

'-Y '-Y '-Y '-Y '-Y '-Y '-Y '-Y '-Y

'-l/ '-Y '-Y '-Y '-Y '-Y '-Y '-Y '-Y

'-Y '-Y '-Y '-Y ALL BALES IN GRASS AREA'S ARE TO '-Y BE STAKED AS SHOWN. USE AS A MIN.:

'-l/ '-Y '-Y '-Y '-Y 2-2"X2" WOOD STAKES PER BALE.

'V 'V 'V ¥

'-Y '-Y '-Y '-Y

'-l/ '-Y '-Y

'-Y '-Y

'-l/ '-Y '-Y CURB AND GUTTER

BASIN '-Y '-Y

HA Y BALES, TYP.

NOTE: 1. ALL HAY BALES SHALL BE MAINTAINED TO ALLOW WATER TO FILTER THROUGH TO THE CATCH BASIN,

REPLACE HAY BALES AS NEED WHEN FILTRATION IS NO LONGER FUNCTIONAL. 2. ALL HAY BALES IN AREA'S THAT CAN NOT BE STAKED ARE TO BE TIED TO THOSE THAT CAN BE STAKED. 3. USE TIE WIRE ,TOP AND BOTTOM, OF EACH HAY BALE TO TIE BALES TOGETHER.

REVISIONS

BY DATE

SWB 03/06

CIT Y S T A

IlL

N 0 A R 0 S HAY BALES FOR

EROSION CONTROL AT CATCH BASIN DETAIL

APPROVED BY: DATE: JUNE 2002 ENGINEERING DEPARTMENT r-____ ~-----+---CI-TY--Of-S-T-.-PE-T-ER-S-8-UR-G~ ~ 63. ~


DWG. No.

S40-94

--l W Z « a...

= -l W Z « a...

CLOSED CELL SOLID PLASTIC FOAM FLOTATION.7 (6" DIA. EQUIV.) (12 LBS./FT. BUOYANCY)

.....--

~==========~I I~~ I~========~~ ~~

-

<

L, 8 OZ. NYLON RENFORCED PVC FABRIC (300 PSI TEST) WITH LACING GROMMET;

---- --

1~1.n ""- 5/8" POL YPRO ROPE <> r- (600 LBS. BREAKING

STRENGTH)

1/4" GALVANIZED CHAIN J PANEL 1=5' STD. (SINGLE PANEL FOR DEPTHS OF 5' OR LESS)

PANEL 11-5' STD. (ADDITIONAL PANEL FOR DEPTHS> 5')

1/4" GALVANIZED CHAIN

TYPE I BARRIER

5/8" VINYL SHEATHED "EAW" STEEL CABLE WITH GALVANIZED CONNECTORS (9800 LBS. BREAKING CLOSED CELL SOLID PLASTIC FOAM FLOTATION STRENGTH) (TOOL FREE DISCONNECT) (8" DIA. EQUIV.) (17 LBS./FT. BUOYANCY)

NOTE:

-l W Z « a...

= -l W Z « a...

SLOTTED PVC CONNECTOR PIPE (METAL COLLAR REINFORCED)

.,.:

~~==========~~~~========~ ~ J r r ~, '-

> L 18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TES7.. l

I-~STRESS PLATE

~~================~~~.~. ~~~5b'/~1~~'='=G=AL=V=A=N=IZ=ED==C=H=A=IN=~~~~~

--

PANEL 1=5' STD. (SINGLE PANEL FOR DEPTHS OF 5' OR LESS)

PANEL 11-5' STD. (ADDITIONAL PANEL FOR DEPTHS> 5')

5/16" GALVANIZED CHAIN

== =-::J<:I>--o-

TYPE II BARRIER

SEE STANDARD DETAIL-FLOATING TURIDITY BARRIER NOTES FOR ADDITIONAL INFORMATION.

REVISIONS

BY DATE

SWB 06/01

SWB 06/02

C I T

I ~ I flL I ~,

I ~

Y

I I I I

S TAN 0 A R 0 S FLOATING TURBIDITY

BARRIER ELEVATIONS DETAIL APPROVED BY:

ENGINEERING DEPARTMENT DATE: SEPT. 2000

SWB 03/06 DWG. No.

S40-95 CITY of ST. PETERSBURG ..Jl /) JIl ,

t----+-~--+------f .~ I.:J. ~ SCALE: N. T.S. DIRECTOR

SHORE LINE OR TOE OF SLOPE

LIMITS OF CONSTRUCTION OR STORM DRAIN OUTFALL

TURBIDITY BARRIER

WORK AREA AT SHORE LINE OR CREEK

SHORE LINE LEGEND

IZZJ DREDGE OR FILL AREA --0 MOORING BUOY W/ANCHOR

I • • I • • -----

I STREAM OR TIDAL

CREEK FLOW(S)

~ STRUCTURE ALIGNMENT

WORK AREA OFF SHORE LINE

NOTES:

---4 ANCHOR C"> BARRIER MOVEMENT DUE

TO CURRENT ACTION • PILE LOCATIONS

WAVE ACTION

1. SEE STANDARD DETAIL-FLOATING TURBIDITY BARRIER ELEVATIONS FOR ADDITIONAL VIEWS AND CONDITIONS. 2. CURTAIN TO REACH THE BOTTOM UP TO DEPTHS OF 10'. 2 PANELS ARE TO BE USED FOR DEPTHS

GREATER THAN 10' UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY ARE CALLED FOR IN THE PLANS OR AS DIRECTED BY THE ENGINEER.

3. COMPONENTS OF TYPES I AND TYPES II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND/OR TYPE II SHALL BE AS APPROVED BY THE ENGINEER.

4. TURBIDITY BARRIERS SHALL BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH. 5. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES. 6. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VERY TO ACCOMMODATE CONSTRUCTION

OPERATIONS. 7. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION ACTIVITIES. 8. FOR ADDITIONAL INFORMATION, SEE SECTION 104 OF THE FDOT/SSRBC SPECIFICATIONS.

CIT Y S T A N DAR D S REVISIONS

~ BY DATE ut:

SWB 06/01 ~ g>

FLOATING TURBIDITY BARRIER NOTES DETAIL

APPROVED BY: SWB 06/02 ENGINEERING DEPARTMENT

t--_S_W_B_+-_0_3_/_06_t-_C_IT_Y_Of_S_T_._P_E_TE_R_S_8_UR_G----f ~ /1. ~ SCALE: N. T.S. DIRECTOR

DATE: SEPT. 2000

DWG. No.

S40-96

DRAWING NUMBER

S40- 1

S40- 4

S40- 5

S40- 8

S40-10

S40-12

S40-14

S40-15

S40-16

S40-17

S40-18

S40-20

S40-21

S40-23

S40-25

S40-26

S40-27

S40-28

S40-29

S40-30

S40-31

S40-32

S40-44

S40-45

S40-47

S40-49

S40-50

S40-51

REVISIONS

BY DATE

SWB 03/06

SWB 09/06

SWB 09/07

SWB 09/08

DRAWING TITLE



PRECAST MANHOLE RISER FOR BOX CULVERT


PRECAST STORM MANHOLE TYPE I

PRECAST STORM MANHOLE TYPE II

PRECAST STORM MANHOLE TYPE III

PRECAST STORM CONFLICT STRUCTURE

PRECAST STORM MANHOLE TYPE IV

STORM BRICK MANHOLE TYPE I

STORM BRICK MANHOLE TYPE II


TYPE III MANHOLE TOP SLAB

TYPE IV MANHOLE TOP SLAB


TYPE III MANHOLE RISER INTERMEDIATE SLAB

TYPE IV MANHOLE RISER INTERMEDIATE SLAB

TYPE I CATCH BASIN RISER INTERMEDIATE SLAB

TYPE II CATCH BASIN RISER INTERMEDIATE SLAB


TYPE III MANHOLE BASE AND WALL

TYPE IV MANHOLE BASE AND WALL

CA TCH BASIN THROAT CONFIGURATION

CA TCH BASIN FLOW LINE TRANSITIONS

CATCH BASIN AT GRANITE CURB TRANSITION

CA TCH BASIN CONNECTION TO EXISTING OFFSET CONDUIT

CA TCH BASIN GENERAL

CAST -IN-PLACE PORTION OF TYPE I, II, III, IV, AND V CATCH BASINS PLAN


REVISION DATE

03/06

03/06

03/06

09/08

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

09/08

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

NEW

03/06

03/06

I ~ I /K:. I ~ I ~

I I I I




SCALE: N.T.S. DIRECTOR N/A DWG. No.

S40-INDEX

DRAWING NUMBER

S40-52A

S40-52B

S40-53

S40-54

S40-55

S40-56

S40-57

S40-58A

S40-58B

S40-59

S40-60

S40-61

S40-62

S40-65

S40-66

S40-69

S40-71

S40-72

S40-73

S40-74

S40-75

S40-76

S40-77

S40-78

S40-80

S40-81

S40-83

S40-84

REVISIONS

BY DATE

SWB 06/04

SWB 12/04

SWB 09/05

SWB 09/07

DRAWING TITLE

TYPE I THRU V TYPICAL CATCH BASIN SECTIONS

TYPE I THRU V CATCH BASIN BASE AND WALL

CATCH BASIN COVER SLAB REINFORCING PLAN VIEW

CATCH BASIN COVER SLAB SECTIONS AND REINFORCING

TYPICAL WING ASSEMBLY

TYPICAL WING SHELF SECTIONS

WING COVER SLAB SECTIONS AND REINFORCING

TYPE S-I CATCH BASIN

TYPE S-II CATCH BASIN

TYPE S-I AND TYPE S-II SECTION VIEWS

TYPE H-I HEADSTRUCTURE

TYPE H-II HEADSTRUCTURE

TYPE H-III HEADSTRUCTURE

CONCRETE SPLASH PAD

CONDUIT JOINT WRAP

MASONRY BULKHEAD

BRICK GRATE INLET TYPE I

PRECAST GRATE INLET TYPE I

PRECAST GRATE INLET TYPE II

REINFORCEMENT AND MISCELLANEOUS FOR TYPE I AND TYPE II GRATE INLETS

GRATE AND FRAME FOR TYPE I AND II INLETS

PRECAST GRATE INLET TYPE III

REINFORCEMENT AND MISCELLANEOUS FOR TYPE III GRATE INLET

GRA TE AND FRAME FOR TYPE III INLET

FIL TRA TION SYSTEM NOTES

DETENTION AREA OUTFALL CONTROL STRUCTURE

FIL TRA TION SYSTEM COLLAR

FIL TRA TION UNDERDRAIN CLEANOUT

C I T Y S TAN DAR 0 S

REVISION DATE

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

09/07

09/07

NEW

NEW

NEW

NEW

NEW

NEW

03/06

03/06

03/06

03/06

I ~ I Ill:. I ~ I )JJE'

I ~

I I



SCALE: N. T.S.


N/A DWG. No.

S40-INDEX DIRECTOR

DRAWING NUMBER

S40-85

S40-86

S40-88

S40-92

S40-93

S40-94

S40-95

S40-96

REVISIONS

BY DATE

DRAWING TITLE

FILTRATION PIPE PERFORATIONS

POND PARALLEL PIPE FILTRATION SYSTEM

STANDARD SLOPES FOR NEW LAKES OR PONDS AND CHANNEL EXCAVATIONS

STAKED SILT BARRIER

CURB INLET FILTER FOR EROSION CONTROL AT CATCH BASIN

HAY BALE FOR EROSION CONTROL AT CATCH BASIN

FLOATING TURBIDITY BARRIER ELEVATIONS

FLOATING TURBIDITY BARRIER NOTES

C I T Y S TAN 0 A R 0 S

REVISION DATE

03/06

03/06

NEW

03/06

03/06

03/06

03/06

03/06

I ~ I Ill:. I ~,

I ~

I I I I



SCALE: N.T.S.

APPROVED BY:

N/A DIRECTOR

DATE: SEPT 2007

DWG. No.

S40-INDEX

DRAWING NUMBER

S50- 1

S50- 2

S50-10

S50-14

S50-15

S50-16

S50-17

S50-18

S50-19

S50-20

S50-22

S50-24

S50-25

S50-27

S50-30

S50-32

S50-33

S50-34

S50-35

S50-36

S50-37

S50-38

S50-41

S50-42

S50-43

S50-44

S50-45

S50-46

S50-47

REVISIONS

BY DATE

SWB 06/03

SWB 06/04

SWB 03/06

DRAWING TITLE

PRESSURE PIPE NOTES

TEMPORARY SAMPLE TAP

PRESSURE PIPE WARNING MARKER SIGN

WATER MAIN VERTICAL ADJUSTMENT

WATER MAIN HORIZONTAL ADJUSTMENT

PRECAST CONCRETE THRUST BLOCK

CAST -IN-PLACE VERTICAL THRUST ANCHOR

CAST -IN-PLACE HORIZONTAL THRUST BLOCK

THRUST ANCHOR BLOCK FOR VERTICAL BENDS

FRICTION CLAMP (FOR VERTICAL BENDS)

VALVE AND VALVE BOX

DI/MJ WELDED STEEL TAPPING SLEEVE W/ TAPPING VALVE

CUT-IN 16" THRU 24" VALVE IN EXISTING PIPE

VAULT FOR 16" OR 20" BUTTERFLY VALVES

MANUAL AIR RELEASE VALVE ASSEMBLY

HYDRANT INSTALLATION

BLOW-OFF/HYDRANT ASSEMBLY

2" TEMPORARY BLOW-OFF

2" PERMANENT BLOW-OFF


6" THRU 12" TEMPORARY BLOW-OFF

6" THRU 12" PERMANENT BLOW-OFF

RESIDENTIAL WATER SERVICE CONNECTION

3/4" THRU 2" WATER SERVICE

3/4" THRU 2" WATER SERVICE (ALTERNATE)

3" THRU 10" WATER SERVICE

3" THRU 10" WATER SERVICE (ALTERNATE)

3" THRU 10" FIRE FLOW BACKFLOW PREVENTOR

2" JACK STAND


REVISION DATE

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

I ~ I ilL I ~ I ~

I I I I

PRESSURE PIPE DETAILS INDEX


SCALE: N.T.S.


N/A DIRECTOR

DWG. No.

SSO-INDEX

DRAWING NUMBER

S50-52

S50-53

S50-54

S50-55

S50-56

REVISIONS

BY DATE

SWB 06/03

SWB 03/06

SWB 06/08


JACK AND BORE GRAVITY CROSSING UNDER 03/06 WATER TRANSMISSION MAIN

JACK AND BORE CROSSING UNDER WATER 03/06 TRANSMISSION MAIN

OPEN CUT OVER WATER TRANSMISSION MAIN 06/08

DIRECTIONAL BORE CROSSING UNDER WATER 03/06 TRANSMISSION EASEMENT

PROTECTION FOR 36" AND 48" WATER 03/06 TRANSMISSION MAIN FOR VEHICLES LESS THAN 30,000 LBS.


I ~ I tIC I ~ I ~

I I I I



CITY of ST. PETERSBURG N/A DWG. No.

S50-INDEX SCALE: N.T.S. DIRECTOR

NOTES FOR PRESSURE PIPE

1. ALL PRESSURE PIPE MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE SPECIFICATIONS AND DETAILS AS SHOWN HEREIN, OR AS DIRECTED BY THE ENGINEER.

2. PIPE JOINT DEFLECTION SHALL NOT EXCEED 75% OF THE PIPE MANUFACTURE REQUIREMENTS.

3. THE CONTRACTOR SHALL ADJUST PIPELINE ALIGNMENTS HORIZONTALLY AND/OR VERTICALLY AS REQUIRED TO AVOID CONFLICTS WITH ACTUAL FIELD CONDITIONS AS UNCOVERED DURING CONSTRUCTION. FIELD ADJUSTMENTS SHALL BE COORDINATED WITH AND APPROVED BY THE ENGINEER.

4. PRESSURE PIPE CLEARANCES SHALL BE AS FOLLOWS: A) POTABLE WATER MAINS IN PARALLEL INSTALLATIONS SHALL MAINTAIN A MINIMUM 10 FEET OUTSIDE TO

OUTSIDE HORIZONTAL CLEARANCE FROM ALL SANITARY SEWERS, STORM DRAINS, AND FORCE MAINS. B) POTABLE WATER MAINS WHERE CROSSING SHALL MAINTAIN A MINIMUM OF 18 INCHES OUTSIDE TO

OUTSIDE VERTICAL CLEARANCE FROM ALL SANITARY SEWERS, STORM DRAINS, AND FORCE MAINS. C) POTABLE WATER MAINS SHALL MAINTAIN A MINIMUM OF 5 FOOT CENTER TO CENTER HORIZONTAL

CLEARANCE OR 3 FOOT OUTSIDE TO OUTSIDE HORIZONTAL CLEARANCE AND 18 INCHES OUTSIDE TO OUTSIDE VERTICAL CLEARANCE FROM RECLAIMED WATER MAINS.

5. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING EQUIPMENT NECESSARY TO KEEP EXCAVATIONS DRY AND SHALL PROVIDE ALL SHORING, SHEETING, AND BRACING NECESSARY TO PROTECT WORKMEN, ADJACENT STRUCTURES, UTILITIES, EXISTING PAVEMENT, OR TO MINIMIZE TRENCH WIDTH AT NO ADDITIONAL COST TO THE CITY.

6. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER REGARDING SHUTTING DOWN WATER MAINS. PROPER AND ADEQUATE NOTIFICATION MUST BE MADE TO PROPERTY OWNERS, BUT IN NO CASE SHALL LESS THAN 24 HOURS WRITTEN NOTICE BE GIVEN.

7. THE OPENING AND/OR CLOSING OF EXISTING VALVES OR NEW VALVES INSTALLED IN PRESSURE PIPE SYSTEMS SHALL BE BY A CITY SANITARIAN AFTER COORDINATION WITH THE ENGINEER.

8. THE CONTRACTOR SHALL PROVIDE NECESSARY EQUIPMENT AND LABOR TO MAKE TAPS IN PRESSURE PIPE MAINS WHERE TAPPING SLEEVES AND VALVES ARE SHOWN ON THE PLANS.

9. ALL NEW DUCTILE IRON PRESSURE PIPE, FITTINGS, AND VALVE BODIES SHALL BE WRAPPED IN POLYETHYLENE IN ACCORDANCE WITH ANSI/AWWA C105.

10. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT ALL EXISTING POTABLE AND RECLAIMED SERVICE LINES UNDER PAVEMENT OR ELSEWHERE IN THE CONSTRUCTION ZONE. REPLACE SERVICE LINES WHERE SHOWN OR DIRECTED BY THE ENGINEER. ALL RELOCATED SERVICE LINES SHALL BE RELOCATED SO THAT THE METER ASSEMBLY WILL NOT BE IN AN ALLEY, DRIVEWAY, OR OTHER VEHICULAR TRAVEL PATH.

11. ALL EXISTING POTABLE AND/OR RECLAIMED WATER SERVICE LINES SHALL BE TRANSFERRED TO THE NEW MAIN, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

12. MAINTAIN A MINIMUM COVER OF 36 INCHES UNDER ROADWAYS, ALLEYS, AND DRIVEWAYS. MAINTAIN A MINIMUM OF 30 INCHES OF COVER IN SODDED AND LANDSCAPED AREAS.

13. THRUST BLOCKING SHALL NOT BE USED, UNLESS ORDERED BY THE ENGINEER. HARNESSED PIPE JOINTS SHALL BE USED. THE LENGTH OF HARNESSED JOINTS SHALL BE AS SHOWN ON THE PLANS.

14. SANITARY SEWER FORCE MAINS SHALL NOT USE GREATER THAN 45' BENDS FOR OFFSETS OR REALIGNMENT OF THE FORCE MAIN. THE 45' BENDS SHALL HAVE A MINIMUM OF 5 FEET BETWEEN THEM, WHEN POSSIBLE.

REVISIONS

BY DATE

SWB 03/06

C I T Y S TAN 0 A R D S I ~ I I /lC I I ~, I I ~ I


SCALE: N.T.S.

APPROVED BY:

PRESSURE PIPE NOTES

~f3.~ DATE: JUNE 2004

DWG. No.

S50- 1 DIRECTOR

NOTE:

ELL (BRASS)

BRASS NIPPLE, CUT THREADS OFF SAMPLE END

GRADE

NEW 3/4" SERVICE TUBING OR TEMPORARY 3/4" TUBING

3/4" CORPORATION STOP, TO REMAIN AFTER SAMPLING IS COMPLETED

~::r;:e::;~--- SERVICE SADDLE, TO REMAIN AFTER SAMPLING IS COMPLETED

'------ WA TER MAIN

1/2" GLOBE VALVE

3/4"x 1/2" REDUCING 90' ELL

3/4" CURB STOP

TEMPORARY STAKE

TIEBACK

REMOVE ALL ABOVE GROUND MATERIALS, CLOSE CORPORATION STOP, AND TEMPORARY TUBING AFTER ACCEPTANCE OF PIPELINE.

REVISIONS

BY DATE

SWB 09/96

SWB 06/98

SWB 06/02

SWB 03/06

CIT Y

~ flC ~,

~

S TAN DAR D S TEMPORARY SAMPLE

TAP DETAIL APPROVED BY:


--litmun &1. LJL DATE: MARCH 1993



+ + +

WARNING WARNING WARNING CITY OF CITY OF CITY OF SAINT SAINT SAINT

PETERSBURG PETERSBURG PETERSBURG POTABLE SANITARY RECLAIMED

WATER MAIN FORCE MAIN WATER MAIN BURIED BURIED BURIED BELOW BELOW BELOW

+ + +

TYPICAL SIGN TEXT

I ____ CHANNEL POST

~ L' ~ SIGN, SEE SAMPLE ABOVE N>-~f-

r-------}

PRESSURE PIPE

~r -------~,

TYPICAL PLAN VIEW

6"

V 1-1/2" ROUNDED -r-~'__ CORNERS, TYP.

-+--4'--,

SEE SIGN APPLICATION ABOVE

- GALVANIZED CHANNEL POST

WARNING V-- SIGN TEXT AS SHOWN: CI;;N~"- 1"- HIGHWAY B FONT, W/

/ FINISHED GRADE I--..,....-----L..-

N OJ PE~=G 1/2" BETWEEN LINES WATER MAIN = ~ (2) 5/16"¢ GALVANIZED

-+--4,--';";'- HEX HEAD BOLT W/ WASHER AND NUT

1-1/2"

SIGN DETAIL

NOTE:

,,4. ••

~ + ~ '; . ""-CONCRETE BASE,

~ MIN. l' EACHWA Y

ELEVATION VIEW

SIGN BLANK IS 0.080" ALUMINUM STOCK, SIZE AS SHOWN ABOVE, SIGN SHEETING MATERIAL IS 3M BRAND ENGINEERING GRADE REFLECTIVE SHEETING, WITH BLACK LETTERING ON WHITE BACKGROUND, NO BORDER.

REVISIONS

BY DATE

SWB 03/06

CIT Y S TAN 0 A R D S 1=1 ==#Si]'!/===I Fl =~LlL~=1 1=1 =~~~~~=I 1,-=L=;;W=--=I


SCALE: N.T.S.

PRESSURE PIPE WARNING MARKER SIGN DETAIL


~f3.~ DIRECTOR

DWG. No.

S50-10

MIN., TYP.

NOTES:

PROVIDE TAP FOR AIR RELEASE ON LOWEST SIDE AS DIRECTED

SOLID SLEEVE W/ RETAINER GLANDS TYPICAL

CUT AND REMOVE EXISTING WATER MAIN

TYPICAL OBSTRUCTION

FINISHED GRADE

24" MINIMUM

12" MIN. FOR STANDARD CLEARANCE OR 18" MIN. FOR SAN. SEWER

PROPOSED REALIGNMENT OF WATER MAIN

4 FITTINGS REQUIRED; I<....-_~ 2"-45' OR 90' ELLS

4", 6", & 8"-45' BENDS 12" - 22 1/2' BENDS

H H H

MIN., TYP.

EXISTING PIPE TYPICAL

THRUST BLOCK, TYP. (IF ORDERED)

1. FOR 2" THROUGH 12" WATER MAIN. 2. ALL PIPE SHALL BE CUT AND PARTIALLY ASSEMBLED PRIOR TO THE CITY AUTHORIZING SHUTDOWN OF

EXISTING MAIN(S) FOR TIE-IN. 3. SHUTDOWN PERIOD SHALL NOT EXCEED THREE (3) HOURS. 4. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED CITY CUSTOMERS PRIOR TO SHUTDOWN. 5. THE CONTRACTOR SHALL SWAB NEW PIPE AND FITTINGS WITH CHLORINE SOLUTION, AS DIRECTED. 6. H = HARNESSED JOINT. (MECHANICAL JOINT W/ 0.1. RETAINER GLAND) (NOT APPLICABLE FOR 2" PIPE) 7. VERTICAL ADJUSTMENT MAY BE OVER AN OBSTRUCTION, IF MINIMUM PIPE COVER AND BOTTOM

CLEARANCES ARE AVAILABLE.

C I T Y S T A N 0 A R D S REVISIONS WATER MAIN VERTICAL ~

BY DATE flC SWB 09/96 ~~ ADJUSTMENT DETAIL

~ SWB 06/98 APPROVED BY: DATE: MARCH ENGINEERING DEPARTMENT SWB 06/02 CITY of ST. PETERSBURG DWG. No.

1993

SWB 03/06 SCALE: N.T.S. ~1!J./jJ~ S50-14 DIRECTOR

CUT AND REMOVE EXISTING WATER LINE

SOLID SLEEVE W/ RETAINER GLANDS, TYPICAL

PROPOSED CATCH BASIN

CURBING

H H. ~I

~ MIN., TYP.

NOTES:

...• ~ . '., .. _---

. ....

, J ~. 41 ...... ••••• ": ';'; •••

-~--- --~--2' . 2 - z ,y MIN. N ~ MIN.-<-

H

PROPOSED REALIGNMENT OF WATER MAIN. NO PIPE JOINTS ALLOWED IN THIS SECTION

4 FITTINGS REQUIRED; '---___ -12" -45' OR 90' ELLS

4", 6", & 8"-45' BENDS 12" - 22 1/T BENDS

1. FOR WATER PIPELINES 2" THROUGH 12".

EXISTING WATER LlNE,TYPICAL

THRUST BLOCK, TYP. PRECAST TYPE OR CAST -IN-PLACE (IF ORDERED)

2. ALL PIPE SHALL BE CUT AND PARTIALLY ASSEMBLED PRIOR TO THE CITY AUTHORIZING SHUTDOWN OF EXISTING MAIN(S) FOR TIE-IN.

3. SHUTDOWN PERIOD SHALL NOT EXCEED THREE (3) HOURS. 4. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED CITY CUSTOMERS PRIOR TO SHUTDOWN. 5. THE CONTRACTOR SHALL SWAB NEW PIPE AND FITTINGS WITH CHLORINE SOLUTION. 6. H = HARNESSED JOINT. (MECHANICAL JOINT W/ 0.1. RETAINER GLAND) (NOT APPLICABLE FOR 2" PIPE)


~ BY DATE IlL

SWB 06/02 ~ ;JJJJ:>

WATER MAIN HORIZONTAL ADJUSTMENT DETAIL

JUNE 2001 SWB 03/06 APPROVED BY: ENGINEERING DEPARTMENT /U

CITY of ST. PETERSBURG J I _ ~ _ . _ 12 t----t------t-------i --fJtUfYWJ 'I:J.~


DATE:

DWG. No.

S50-15

, .. A~ -, ~[

, , ,'(> , , d ' ,'(>

'e ,. ',:) ., • ,:) ,.

" • ,:) J ~' 6· V ~' '6, \7 ~' 6· \7 l ~, ''1' " r ,~

'" r ,~' '1 r ,~'

""" ' """ """ ,. '. , '. ' . ., · ' . ' .

ALTERNATE SECTIONAL PLAN

~COMPACTED FILL

~~ • • iii' •••• • iii' •••• v (l • · --"- _Ll

~ • • c , .,' ~ ." c ' • ~ ".~ ., ~ "~. ,:)' " , , ' ',:),' ,',' ,',:) ,',' , ' ,4 ' "

~'~'6',\7"~ ," 'P,;,~,,'1',' r.;.~, '1'

, ' 'Co ' " THIS ROW FOR ALTERNATE , .. 12" ~, PLAN ONLY

3'-6"

SECTIONAL PLAN

LIFTING RING, TYP.

<!) -- ,-1" CLEAR

~b

\ b ~'

b ~b b Cob ~b ~, ~ , ~ ~ 1- p , e:;,.. .

, . . , . , . D. '£I D. '£I D. £I' , D. '£I D. £I' D. '£I kJ,~ I>, ,t>, ,f>

'.' :: ' f> 00

<I ' ,,<I <lJ . ,,<I · ,,<I . .. · ,,<I . <I ,. ." I; .\l, <II; ,\l I; , '<I " <I <1' <I 1;. \l <I

" <7 " <7 " <7 " V' " . <7 " " . P,;" P., .1:>' P, 'I:>' P ., I:> P,;" P. ~ p" ,I:>. ' . . . . . , . ~ 1'- Q. . .. · , · · · b Cob b Cob ~b ~b N ~ ~ ~ p . p Co

D. .

D. ' .

D. .

D. ' .

D. ' .

D. .

£I £I '£1 £I £I '£1 £I f> .' .f> .f> .f> "'~ .f> .

<I " . ,,<I <I' · ,,<I · ,,<I · ,,<I <I .. "

.1; ,\l <I~ ,\l I; ,\l <II; . ~ <II; ,\l <II; I; ,\l <j

" <7 " V' " V' " ,<7 " <7 " P." .. <7. .. p" ,I:>' . P., .1:> P 't I:> P 't ,I:> P,I:>' P '. ,~. . . . . . . . ~ . . · · · ·

A I I .. 8" ~I .. ELEVATION SECTION A-A

NOTES: 1. BLOCK MAY BE TAPERED OR STRAIGHT, AT THE CONTRACTOR'S OPTION. 2. REINFORCEMENT TO BE : # 4 @ 6" E/W. 3. FLAT SIDE OF THRUST BLOCK SHALL BE PLACED AGAINST SOIL COMPACTED TO 100 % DENSITY. 4. USE WHERE SPECIFIED AND/OR ORDERED. 4" THRU 10" PRESSURE PIPE ONLY.

C I T Y S T A N D A R D S REVISIONS PRECAST CONCRETE I ~ I

BY DATE I fEr::. 1 SWB 09/96 I ~\ 1 THRUST BLOCK DETAIL

I ~ 1 SWB 06/98 APPROVED BY: DATE: MARCH 1993 ENGINEERING DEPARTMENT

~13.~ SWB 06/02 CITY of ST. PETERSBURG DWG. No.


A A u ~L-_P_R_E_S~S_U_R_E ____ ~~IU~~~~-+ __ P_IP_E ___ ~

KEEP JOINT BOLTS FREE OF CONCRETE, PROVIDE BUILDING FELT OR EQUAL TO PREVENT BOND BETWEEN RTnNG AND CONCRETE ANCHOR BLOCK

»;]y»y),'/,»y»)

UNDISTURBED EARTH OJ

CIT Y REVISIONS

BY DATE

SWB 06/98

SWB

PLAN

18"

"---- UNDISTURBED EARTH

3/8"x 2" GALVANIZED STEEL STRAPS

0.1. MECHANICAL JOINT RETAINER GLAND

_~c---;7"-1"¢ GALVANIZED STEEL RODS //--'~-"". WITH GALVANIZED NUT AND

A

WASHER ON STRAPPING SIDE WITH 12" LEGS

UNDISTURBED EARTH

SECTION A-A

6"

8"

12"

45' BEND

A B C

42" 28" 48"

54" 36" 54"

66" 42" 66"

S TAN DAR D S CAST-IN-PLACE VERTICAL

THRUST ANCHOR DETAIL APPROVED BY: 09/00


CITY of ST. PETERSBURG DWG. No. ~/3.~ DATE: MARCH 1993


KEEP JOINT BOLTS FREE OF CONCRETE, USE BUILDING FELT OR EQUAL TO PREVENT BOND BETWEEN FITTING AND CONCRETE

FORM SIDES AS REQUIRED

FITTING/BEND

PRESSURE PIPE

THRUST BLOCK, CAST -IN-PLACE, SEE SCHEDULE BELOW

PLAN L

FINISHED GRADE

SEE NOTE 3

PRESSURE PIPE ---~-tl

I

REINFORCEMENT BAR MAT REQUIRED FOR SUBSTANDARD SOIL ~~~~~~ CONDITIONS. THE STEEL REINFORCEMENT TO BE DESIGNED BY THE ENGINEER.

SECTION A-A

S C H E D U L E

PRESSURE FITTING/BEND ANGLE TEE OR

PIPE 11-1/4' 22-1/2' 45' 90' PLUG

SIZE THRUST BLOCK DIMENSIONS

H W H W H W H W H W

6" 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" 2'-6" 2'-0" 3'-6" 1'-6" 3'-0"

8" 1'-0" 1'-6" 1'-6" 2'-6" 2'-0" 3'-6" 3'-0" 4'-0" 2'-6" 3'-6"

10" 1'-0" 2'-0" 1'-6" 3'-0" 2'-6" 4'-0" 3'-6" 5'-0" 3'-0" 4'-6"

12" 1'-6" 2'-6" 2'-6" 3'-6" 3'-0" 5'-0" 4'-0" 6'-6" 3'-6" 5'-6"

16" 2'-6" 4'-0" 3'-6" 5'-6" 5'-0" 7'-0" 6'-6" 9'-0" 5'-6" 8'-0"

20" 3'-0" 5'-6" 4'-6" 6'-6" 6'-0" 8'-6" 7'-6" 11'-0" 6'-6" 9'-6"

24" 3'-6" 6'-0" 5'-0" 8'-0" 7'-0" 9'-6" 9'-0" 12'-6" 7'-6" 11'-6"

NOTES: 1. TEST PRESSURE FOR 6" THROUGH 12" IS 100 psi. 2. TEST PRESSURE FOR 16" THROUGH 24" IS 150 psi. 3. THRUST BLOCKS ARE DESIGNED FOR A MINIMUM 3' OF COVER OVER THE PIPE. IF LESS COVER EXISTS,

BLOCKS SHALL BE ENLARGED AS DIRECTED BY THE ENGINEER. 4. L = 3' MINIMUM, POUR TO UNDISTURBED SOIL.

C I T Y S T A N 0 A R 0 S REVISIONS CAST -IN-PLACE HORIZONTAL ~

BY Ill:. DATE

SWB 06/98 ~ THRUST BLOCK DETAIL ~

SWB 06/01 APPROVED BY: DATE: MARCH 1993 ENGINEERING DEPARTMENT SWB 06/02 CITY of ST. PETERSBURG ~~.~ DWG. No.


FINISHED GRADE ~

FRICTION CLAMP ASSEMBLY, SEE STANDARD DETAIL-FRICTION CLAMP

TIE ROD I 2-1/2" PIPE SLEEVE

1" CORPORATION STOP, SEE NOTE 4 BELOW

, CONCRETE THRUST ANCHOR 12" MIN. TYPICAL,

I- ~ BLOCK, SEE NOTE 1 BELOW

11~ I ... SEE N/0TE 3 .. 1

A-l

18" MIN. FOR SAN. SEWER


6"91 x 1/2" STEEL WASHER 1/4" FINISHED GRADE

g"x g"x 1" PLATE, TYP.

<t OF 2-1/2" PIPE SLEEVE

g"x g"x 1" 1 8}O [> < TYPICAL

PLA TE ';'71 ~ .. 1 .~ . ~. ~ . 7

. . ~z 1-

- ::E N

. "" . ~. p'~ . . b- Do' TO CLAMP

. .~' . ",,'. • D' ~ . . . ~. . . .' t> Do f::,.. ;". :.?l . -v :

...... p .. ~.b-. LJ.p·.,· ..... (!) : 00

~...:....-.'.?l" . <1. . . . 7 8 -:J.4 . [),

REINFORCEMENT BARS#5 @ 6" E/W, E/F

SECTION A-A

g"x g"x 1" PLATE --~

<t PIPE SLEEVE

TIE ROD -----~=r~~ PIPE SLEEVE ----

6"¢x1/2" WASHER

I 12" I 12" I .. ... .. lTIE ROD, SIZES VARY, SEE STANDARD

DETAIL-FRICTION CLAMP

I ......

2-1/2"91 PIPE SLEEVE

SECTION C-C

NOTES: SECTION 8-8

1. CONCRETE THRUST ANCHOR BLOCK SHALL BE USED ON BOTH SIDES OF OBSTRUCTION. 2. H = HARNESSED JOINT: MJ W/DI RETAINER GLAND. 3. HARNESS ALL JOINTS WITH-IN 20' OF THRUST ANCHOR BLOCK. 4. PROVIDE AIR RELEASE VALVE ON LOWEST SIDE. 5. ALL BOLTS, WASHERS, RODS, PLATES, PIPE SLEEVES, AND FRICTION CLAMP ASSEMBLIES SHALL BE HOT

DIPPED GALVANIZED PRIOR TO INSTALLATION. 6. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED CITY CUSTOMERS PRIOR TO SHUTDOWN. 7. FOR ADDITIONAL NOTES, SEE STANDARD DETAIL-FRICTION CLAMP.


-

REVISIONS

BY DATE

SWB Og/OO

THRUST ANCHOR BLOCK FOR VERTICAL BENDS DETAIL

SWB 06/01

SWB 06/02

SWB 03/06


SCALE: N.T.S.

DATE: MARCH 1993

DWG. No.

S50-19

PROVIDE HOLE 1/16" LARGER FOR 1

B CLAMP BOL~ SEE SCHEDULE BELOW

- ~~ ;: 5/16" V d _ =v 5-1/2" 0' PROVIDE HOLE 1/8" LARGER =v .-V{) FOR TIE ROD. SEE SCHEDULE

ttL BELOW B

~. ! FRICTION CLAMP ASSEMBLY rnL Nt~-

OJ ~ PIPE

~ .• lUi

I ) 1/2" BEVEL WASHER, TYP.---v, v-- ----I ~- ---- --------

TIE ROD WITH NUTS ~ 0 AND WASHERS, TYP. 1::.-

PIPE

SIDE VIEW PLAN --SEE DETAIL A ~~ CLAMP BOLT WITH NUTS AND 3/8" 3/16" SQ. BAR

WASHERS, SEE SCHEDULE _~ l~ (LENGTH = B') TIE ROD _ BELOW TACK WELD

I ~ I$)

~

--1~~1- -~ TYPICAL /1

~~ ~+S 1/8" @ 45'

'--- 3/8"

~~'S::,.~ I

~ ~ \:PIPE FRICTION CLAMP ASSEMBLY

END VIEW DETAIL A

S C H E D U L E TEST PRESSURE - 150 psi

PIPE PIPE ANCHOR DIMENSIONS TIE LUG CLAMP CLAMP

SIZE O.D. ROD BOLT

H1 W1 A B DIA. A W Z B B1 C D DIA.

16" 17.4" 5'-6" 8'-0" 2'-0" 3'-0" 1" 5-1/8" 2-1/8" 4-11/16" 6" 3" 1-1/2" 1" 3/4"

20" 21.6" 6'-6" 9'-6" 2'-4" 3'-7" 1-1/4" 6-3/4" 2-9/16" 5-15/16" 8" 3" 1-1/2" 1" 7/8"

24" 25.8" 7'-6" 11'-6" 2'-8" 4'-5" 1-1/2" 8-3/4" 3" 7-1/2" 10" 4" 2" 1-1/4" 1"

NOTES: 1. THE CLAMP BOLTS SHALL BE TIGHTENED TO DEVELOP FULL STRENGTH OF THE BOLT. FIRST TIGHTEN BOLT

TO A SNUG POSITION, THEN AN ADDITIONAL 3/4 TURN OF NUT. 2. LUG AND CLAMP: SHALL BE PLATED HIGH STRENGTH STEEL CONFORMING TO ASTM A 242. 3. TIE ROD, CLAMP BOLTS, PLATES, AND WASHERS: SHALL BE HIGH STRENGTH STEEL SHALL CONFORMING TO

ASTM A 325. 4. PIPE SLEEVE: SCHEDULE 80. 5. TIE ROD, CLAMP BOLTS, PIPE SLEEVES, AND WASHERS SHALL BE GALVANIZED AS PER ASTM A 153. 6. CLAMP, AND PLATES SHALL BE GALVANIZED AS PER ASTM A 123. 7. THE CONTRACTOR SHALL TOUCH-UP ANY MISSING GALVANIZING, PRIOR TO ACCEPTANCE AND BACK FILLING.


I ~ I BY DATE I fl.C I FRICTION CLAMP DETAIL SWB 09/00

I ~ I (FOR THRUST ANCHOR BLOCK FOR VERTICAL BENDS) I ~ I


~~a ~ SWB 06/02 CITY of ST. PETERSBURG DWG. No.


PAD 1" ABOVE FINISHED GRADE

NOTES:

o w Q:; ::J o W ct:

U1 «

H

/ n ~

H

CONCRETE PAD: 18"x18"x4" THICK, IN UNPAVED AREAS

ADJUSTABLE VALVE BOX

~Jb ~GAlE VALVE

a ~

J

-H

1. H = HARNESSED JOINT. (MECHANICAL JOINT W/ 0.1. RETAINER GLAND). 2. ASSEMBLY AS SHOWN IS FOR A 4" AND LARGER GATE VALVE, TAPPING VALVE, BUTTERFLY VALVE, AND

PLUG VALVE ARE SIMILAR. 3. 2" VALVE, JOINT ENDS SHALL BE THREADED.

C I T Y S REVISIONS

I fiM I BY DATE I IlC I SWB 09/96 I ~ I

I ~ I SWB 06/98

ENGINEERING DEPARTMENT SWB 06/02 CITY of ST. PETERSBURG


TAN DAR D S

VALVE AND VALVE BOX DETAIL


DWG. No.

DIRECTOR S50-22

WELDED STEEL, TAPPING SLEEVE

WELDED STEEL, TAPPING SLEEVE

REVISIONS

BY DATE

SWB 06/98

SWB 06/02

SWB 03/06

TAPPING VALVE W/ MJ OUTLET

TEST PLUG

ELEVATION

TAPPING VALVE W/ MJ OUTLET

~ I'-' '-1

o 0

'- ...-

TEST PLUG

PLAN

CIT Y S TAN DAR D S


DI/MJ WELDED STEEL TAPPING SLEEVE W/TAPPING VALVE DETAIL


DWG. No. ~6.~ DIRECTOR SCALE: N.T.S. S50-24

VALVE AND VALVE BOX AND CONCRETE PAD

.3' MINIMUM

.. • • • 4.

4 .'

I .. A .1 ELEVATION

18" MINIMUM

MJ BUTTERFLY VALVE _r--~-t-----, W/RETAINER GLANDS

I

H H

FINISHED GRADE

MJ SOLID SLEEVE W/RETAINER GLANDS

TYP.

EXISTING PIPE EXISTING PIPE

VALVE OPERATOR PLAN

- DUCTILE IRON PIPE W/PLAIN ENDS

PIER, TYP. PRESSURE TREATED OAK WEDGES, TYP.

:'3" . N ~

~~------------~~ I. B .1 MAIN SIZE

16" 20"

.. ' .

SECTION A-A 24"

NOTES: 1. FOR CAST IRON AND DUCTILE IRON PIPE ONLY. 2. CONCRETE FOUNDATION TO BE POURED ON UNDISTURBED EARTH . .3. PAD FOR VALVE BOX TO PLACED IN UNPAVED AREAS ONLY.

S C H E 0 U

A B

.32" 46"

.32" 52"

.34" 58"

L E

REINFORCEMENT

#5 @ 12" EW #5 @ 9" EW #5 @ 9" EW

4. USE TABLE FOR CONCRETE PAD DIMENSIONS IF USING DIRECT BURIAL VALVE. PIER(S) TO BE SOLID CEMENT BRICK.

5. H = HARNESSED JOINT: MJ W/DI RETAINER GLAND 6. AFTER AIR IS OUT OF PIPE LINE, CLOSE AND PLUG 1" CORPORATION STOPS.

C I T Y S T A N D A R D S REVISIONS CUT-IN 16" THRU 24" VALVE ~

BY DATE !lC SWB 06/98 ~ IN EXISTING PIPE DETAIL

~ SWB 06/02 APPROVED BY: DATE: MARCH 199.3 ENGINEERING DEPARTMENT

~f3~Ll~ SWB 06/04 CITY of ST. PETERSBURG DWG. No.

SWB 0.3/06 SCALE: N.T.S. DIRECTOR S50-25

STANDARD VALVE BOX

6" CI PIPE, BELL & P.E., CAULK GAP

18" SQUARE SUPPORT

A

L

NOTES:

N

SEE STANDARD DETAIL-MANHOLE RING AND COVER CASTING, TYPE "B" CASTING, LABELED " WATER "

SOLID BRASS PLUG WITH SQUARE HEAD

,..---- TOP SLAB

THREADED GALVANIZED COUPLING

1-1/4" GALV. STEEL PIPE, SCHEDULE 80

4"x4"x3/8" STEEL PLA TE, WELD TO PIPE

=l.~ L...-__ 6" COARSE AGGREGATE S ~ DETAIL LIFTING INSERT

IF ORDERED ~

SECTION A-A

LIFTING INSERT, TYP. VAULT ~ -----

D

PLAN

4 REQUIRED, SEE DETAIL

PIPE ~

VAULT ~

A

J

SECTIONAL PLAN

VALVE D SIZE 16" 6'-6"

H MJ

6'-0" 8" 1. REINFORCING FOR STRUCTURE SHALL BE IN ACCORDANCE WITH FOOT TYPE. 20" 7'-0" 6'-0' 8" 2. EXTERIOR SHALL BE COATED W/KOOPERS 300M OR EQUAL.

REVISIONS

BY DATE

SWB 06/98

SWB 06/02

SWB 03/06

C I T Y S TAN 0 A R 0 S ~ flI:. ~ ~


SCALE: N.T.S.

VAULT FOR 16" OR 20" BUTTERFLY VALVES DETAIL


~{3.d~ DIRECTOR

DWG. No.

S50-27

STD METER BOX

FINISHED GRADE

ANGLE BALL METER VALVE, W/ COPPER INLET AND IRON PIPE THREADED OUTLET. FORD BA21-333W, OR EQUAL.

1" NIPPLE, GALVANIZED AND 1" CAP, GALVANIZED

1" TUBING ----+--+--------1

NOTE:

CORPORATION STOP

SERVICE SADDLE (FOR P.V.C. OR D.I.)

WATER MAIN

STONE, GRAVEL, OR RECLAIMED CONCRETE

AIR RELEASE VALVES TO BE INSTALLED AT HIGH POINTS OF WATER MAIN, AS SHOWN OR AS DIRECTED BY THE ENGINEER.

REVISIONS

BY DATE

SWB 06/96

SWB 06/98

CIT Y S TAN DAR D S MANUAL AIR RELEASE

VALVE ASSEMBLY DETAIL APPROVED 8Y: DATE: MARCH 1993

SWB 06/02

SWB 03/06


1--__ -I-___ -+-_C_I_TY_Of_ST_._P_E_TE_R_S_BU_R_G_--I ~ 13. ~ SCALE: N. T.S. DIRECTOR

DWG. No.

S50-30

5' MINIMUM

MAIN NOZZLE TO FACE NEAREST PAVEMENT

21" MINIMUM 24" MAXIMUM FINISHED GRADE

OJ a::: => u lL. o :><:: u « OJ

THRUST BLOCK, TYPICAL

NOTES:

I I H 10' MAX . .. TO VALVE ..

ANCHOR COUPLING OR ANCHOR TEE

WATER MAIN

1. LOCATION OF HYDRANT AND VALVE TO BE DETERMINED IN THE FIELD. DO NOT PLACE WITHIN 3' OF THE NEAREST OBSTRUCTION.

2. H = HARNESSED JOINT. (MECHANICAL JOINT W/ 0.1. RETAINER GLAND). 3. STANDARD HYDRANT W/ 36" BURY. 42", 48", AND 54" BURY ARE AVAILABLE. 4. MINIMUM COVER: 30" IN PARKWAY, AND 36" UNDER ROADWAY AND PAVED AREAS.

CIT Y S TAN 0 A R 0 S REVISIONS

BY DATE

SWB 06/98

LtL HYDRANT INSTALLATION

DETAIL SWB 06/01 APPROVED BY:

SWB 06/02

SWB 03/06

ENGINEERING DEPARTMENT CITY of ST. PETERSBURG JI. _ LJ M /

f---~-+------I.3I&t1l:11UJ O .. IC...k~ SCALE: N. T.S. DIRECTOR

DATE: MARCH 1993

DWG. No.

S50-32

en a::: ::J u

TEMPORARY BLOW-OFF ROTA TE AS REQUIRED

u.. o ::.:: u <{ en

FINISHED GRADE

NOTES:

TEMP. THRUST BLOCK

REDUCER, IF REQUIRED

ANCHOR COUPUNG OR ANCHOR TEE

ASSEMBLY WITH BLOW-OFF

MAIN NOZZLE TO FACE ------, NEAREST ROADWAY

21" MINIMUM 24" MAXIMUM

FINISHED GRADE

5' MIN.

en a::: ::J u u.. o ::.:: u <{ en

ANCHOR COUPUNG OR ANCHOR TEE

WATER MAIN

THRUST BLOCK, TYPICAL

ASSEMBLY WITH HYDRANT

1. LOCATION OF HYDRANT AND VALVE TO BE DETERMINED IN THE FIELD. DO NOT PLACE WITHIN 3' OF THE NEAREST OBSTRUCTION.

2. H = HARNESSED JOINT. (MECHANICAL JOINT W/ 0.1. RETAINER GLAND). 3. STANDARD HYDRANT W/ 36" BURY. (42", 48", AND 54" BURY ARE AVAILABLE). 4. ALSO SEE STANDARD DETAIL-TEMPORARY BLOW-OFF.


BY DATE

SWB 06/98

fifol 7lC ~

BLOW-OFF /HYDRANT ASSEMBLY DETAIL

~ APPROVED BY:

1----+----+--------1 ~J3.~ DIRECTOR



DATE: JUNE 1995

DWG. No.

S50-33

NOTE:

DELETE THRUST BLOCK IF GALVANIZED PIPE IS USED FOR BRANCH PIPING

TEE

THRUST BLOCK

ROTATE BLOCK AT TEE TO FIT BLOCK AT END, AS SHOWN

PLAN A

PIPE, PLUG, 90' ELL AND THRUST BLOCK TO BE REMOVED AND THE VALVE PLUGGED AFTER FLUSHING

-- VALVE AND VALVE BOX, IF ORDERED

PLAN B

FINISHED GRADE

90' ELL OR TEE W/PLUG

SECTION A - A

CELLS OF HOLLOW CORE CONCRETE BLOCK SHALL BE FILLED WITH GROUT. OR CONCRETE BLOCK MAYBE SOLID.

REVISIONS

BY DATE

SWB 09/96

SWB

CIT Y S TAN DAR D S 2" TEMPORARY

BLOW-OFF DETAIL APPROVED BY: 06/98



DATE: AUGUST 1993

DWG. No.

S50-34 1----+----+------1 ~ 13 .11h-DIRECTOR

TEE

A

L

NOTES:

PROPOSED PRESSURE PIPE (PVC OR GAL V.)

____ SEE NOTES 2 AND 3

2" x 90' ELL

LINE VALVE AND BOX, IF ORDERED

PLUG

CONCRETE BLOCK THRUST BLOCK

TYPE "A" PLAN

FLUSHING PIPE: SEE NOTES 2 AND 3

FINISHED GRADE

BACK OF CURB _I

SECTION A-A

I ~_- SEE NOTES 2 AND 3

2" x 90' ELL

CONCRETE BLOCK THRUST BLOCK

TYPE "B" PLAN

STANDARD CAST IRON METER BOX

COUPLING

90' ELL

1. CELLS OF HOLLOW CORE CONCRETE BLOCK SHALL BE FILLED WITH GROUT. OR CONCRETE BLOCK MAYBE SOLID TYPE.

2. AFTER FLUSHING IS COMPLETE AND MAIN ACCEPTED FOR SERVICE, REPLACE FLUSHING PIPE W/ GALVANIZED COUPLING, AND PLUG. TOP OF PLUG SHALL BE 6" TO 15" BELOW FINISHED GRADE, INSTALL IN METER BOX AS REQUIRED OR ORDERED.

3. ALL PIPE MATERIALS DOWNSTREAM OF LINE VALVE SHALL BE GALVANIZED TYPE.

CIT Y S TAN DAR D S 2" PERMANENT

BLOW-OFF DETAIL

REVISIONS ~

BY DATE Ill:, SWB 09/96

~ ~



APPROVED BY:

f-----+----+-------I~ t3. ~ DIRECTOR

DATE: JUNE 1995

DWG. No.

S50-35

NOTES:

PROPOSED PRESSURE PIPE

LINE VALVE (IF SHOWN)

TEE

PLUG

THRUST BLOCK

FIRE HYDRANT OR LINE EXTENSION

PLAN VIEW

IF ORDERED

THRUST BLOCK

FLUSHING PIPE, --_______ ~ '" SEE NOTE 2

COUPLING, TYP. ------,-r:':==:':1 METER BOX

FINISHED GRADE

THRUST BLOCK

4" GALVANIZED IRON PIPE

4" PLUG, TAPPED 4"


1. H = HARNESSED JOINT. (MECHANICAL JOINT W/ RETAINER GLAND, ANCHOR PIPE, OR ANCHOR TEE). 2. AFTER FLUSHING IS COMPLETE AND MAIN ACCEPTED FOR SERVICE, REPLACE FLUSHING PIPE W/ THREADED

THREADED GALVANIZED PIPE, GALVANIZED COUPLING, AND PVC PLUG. TOP OF PLUG SHALL BE 6" TO 15" BELOW FINISHED GRADE. INSTALL IN METER BOX AS REQUIRED OR ORDERED.

REVISIONS

BY DATE

SWB 09/96

SWB 06/98

SWB 06/02

SWB 03/06

CIT Y J8foj

ilL ~,

~

S TAN DAR D S 4" PERMANENT

BLOW-OFF DETAIL APPROVED BY:

ENGINEERING DEPARTMENT DATE: AUGUST 1995

~8.~ CITY of ST. PETERSBURG DWG. No.


VALVE AND BOX, IF ORDERED

H TEE, SEE NOTE 2

A A H

PLU G l-:::::t..se=~:4~f----\I\~>"==-lKf--~~_---t J

NOTES:

THRUST BLOCK

PLAN A

FINISHED GRADE

90' BEND OR TEE W / PLUG IF ORDERED

SECTION A-A

PLAN B

PIPE, PLUG, 90' BEND AND THRUST BLOCK TO BE REMOVED AND VALVE PLUGGED AFTER FLUSHING

MAIN SIZE BLOWOFF SIZE

6" 6"

8" 8"

10" 8"

12" 8"

1. FIRE HYDRANT TO BE INSTALLED AFTER FLUSHING, IF ORDERED OR SHOWN. 2. H = HARNESSED JOINT. (MECHANICAL JOINT W/ 0.1. RETAINER GLAND, ANCHOR PIPE, AND/OR TEE).

C I T Y S T A N D A R D S REVISIONS 6" THRU 12" TEMPORARY ~

BY DATE flL. SWB 06/98

~ BLOW-OFF DETAIL ~


~8,jj·~ SWB 06/02 CITY of ST. PETERSBURG DWG. No.


PROPOSED PRESSURE PIPE

LINE VALVE (IF SHOWN)

H

H SEE NOTES 2 AND 3

THRUST BLOCK

PLAN VIEW (FOR DEAD END MAINS)

BACK OF CURB

45' MJ BEND

FINISHED GRADE


MAIN SIZE BLOWOFF SIZE

6" 6"

8" 8"

12" 8"

NOTES: 1. H = HARNESSED JOINT. (MECHANICAL JOINT W/ D.I. RETAINER GLAND, ANCHOR PIPE, OR TEE.) 2. ROTATE 90' BEND TO VERTICAL WHEN TEMPORARY BLOW-OFF IS CONVERTED TO A PERMANENT TYPE

BLOW-OFF. 3. AFTER FLUSHING IS COMPLETE AND MAIN ACCEPTED FOR SERVICE, REPLACE FLUSHING PIPE WITH A STUB

PIECE OF PIPE, PLAIN END x PLAIN END AND PLUG. TOP OF PLUG SHALL BE 6" TO 15" BELOW FINISHED GRADE. INSTALL IN METER BOX AS REQUIRED OR ORDERED.


BY DATE

SWB 06/98

~ !.lJ::, ~

6" THRU 12" PERMANENT BLOW-OFF DETAIL

~ SWB 06/01 APPROVED BY:

ENGINEERING DEPARTMENT . P'I.11 t--_S_W_B_t-0_6_/_0_2 --+-__ C_'T_Y_O_f _S_T._P_E_TE_R_S_BU_R_G_-I ~ B . ~

SWB 03/06 SCALE: N.T.S. DIRECTOR

DATE: MARCH 1993

DWG. No.

S50-38

NOTES:

FINISHED GRADE

SERVICE TUBE

CURB STOP-BALL TYPE

CORPORA TION STOP

"--'_---- SERVICE SADDLE, SEE NOTE 4

FINISHED GRADE

SERVICE CONNECTION DETAIL

• Z N_ ..... ::::!:

CURB STOP-BALL TYPE

METER YOKE

3/4" SERVICE TUBING

METER DETAIL

AS ORDERED t------t;:o

(24" MIN.) G)

STANDARD METER BOX

l]---

I -I I o "'T'J I

~ -< C Z fTl

1. 1" SERVICE: SIMILAR EXCEPT YOKE NOT USED. 2. 1-1/2" SERVICE: USE 2" SERVICE SADDLE AND 2" GATE VALVE, YOKE NOT USED.

A: 1-1/2" FARSIDE SERVICE(S) TO BE 2" UP TO METER, THEN REDUCE TO 1-1/2". B: SHORT SIDE SERVICE(S) REDUCE TO 1-1/2" AT GATE VALVE.

3. FOR COMMERCIAL SERVICES USE ABOVE GROUND BACKFLOW PREVENTOR ON USER SIDE. 4. SERVICE SADDLE REQUIRED WITH ALL P.V.C. PIPE, FOR ALL 1-1/2" AND LARGER SERVICE INSTALLATIONS

ON DUCTIAL IRON PIPE, AND WHERE SHOWN.

REVISIONS

BY DATE

SWB 09/96

CIT Y

~ ftC ~\ ~

S TAN DAR D S RESIDENTIAL WATER

SERVICE CONNECTION DETAIL APPROVED BY: SWB 06/98


SWB 03/06 SCALE: N.T.S. I---~+-------f ~ /3. tliL

DATE: MARCH 1993

DWG. No.

S50-41 DIRECTOR

EXISTING NEW

10" L 10"

10"

E N V N

- - -jJ- _ ................... n-__ ~ ... 'II 11/

2 SUPPORTS MINIMUM

8"x8"x16" CONCRETE BLOCK

TYPICAL ELEVATION

L 10"

M N V N BP N V N E

Hl-II-~IIAl"-n--.... -n- - -...... L.JL---'--U- __

PLAN VIEW

BUILDING FELT, TYP. I

4" CONCRETE SLAB

COUPLING

3/4" - 2" WATER SERVICE LEGEND

¢ L (MINIMUM) BP BACKFLOW PREVENTOR

3/4" 3'-6" E 90' THREADED ELBOW M METER

1 " 3'-9" N THREADED ADAPTOR OR NIPPLE

1-1/2" 4'-5"

2" 5'-2"

¢ PIPE DIAMETER V 1/4 TURN BALL VALVE


BY DATE

SWB 06/02



SCALE: N.T.S.

3/4" THRU WA TER SERVICE

2" DETAIL

APPROVED 8Y: DATE: MAY 1993

~~.~ DIRECTOR

DWG. No.

S50-42

EXISTING NEW ---.----~~~~----+_~----------~~----------__1

10"

12"± EXISTING METER BOX

L

2 SUPPORTS

MINIMUM

10"

¢

BUILDING FELT, TYP.

4" CONCRETE SLAB

8"x8"x16" CONCRETE BLOCK COUPLING

10"

E N V

- - -n- -r--'ro ..... JlAro _ - ~ ___ II-IV

3/4" - 2" WATER SERVICE

(AL TERNATE)

¢ L (MINIMUM)

3/4" 2'-2"

1" 2'-3"

1-1/2" 2'-8"

2" 3'-1"

CIT Y REVISIONS ~

BY DATE ilL SWB 06/02 ~ ;JI.'Jr

ELEVATION

L 10"

BP V N E

nro,,,l/Ir--,.---..- '11'" - -""'--"____.....(J.... __

PLAN VIEW

LEGEND

BP BACKFLOW PREVENTOR E 90· THREADED ELBOW M METER N THREADED ADAPTOR OR NIPPLE ¢ PIPE DIAMETER V 1/4 TURN BALL VALVE

S TAN DAR D S 3 4 THRU

WATER SERVICE ALTERNATE

2 DETAIL

t

SWB 03/06 APPROVED BY:

I--

______ +--___ -+-__ E_N_GI_NE_E_R_IN_G __ D_EP_A_R_TM_E_N_T--f ~:? M __ I DATE: MAY 1993

CITY of ST. PETERSBURG ~ Q ~ SCALE: N. T.S. DIRECTOR

DWG. No.

S50-43

EXISTING NEW --I-'--~~~----~-'------------~~-----------'~

(~I~ HARNESSED FLANGE ADAPTER I BUILDING FELT,

L

3 SUPPORTS MINIMUM J MJ, RETAINER GLANDS, THRUST BLOCK, TYP.

b r- -I") L_

10"

3" - 10" WATER SERVICE

'I> L (MINIMUM)

3" 14'-5"

4" 16'-3"

6" 20'-5"

8" 22'-9"

10" 26'-10"

CIT Y

SOLID SLEEVE MJ, RETAINER GLANDS

ELEVATION

L 10"

(T) BLIND FLANGE TAPPED 2" WITH 2"-1/4 TURN BALL VALVE

PLAN VIEW

LEGEND

BP BACKFLOW PREVENTOR B 90' THREADED ELBOW M METER T FLANGED BYPASS TEE ¢ PIPE DIAMETER GV OS AND Y GATE VALVE

S TAN 0 A R 0 S REVISIONS

BY DATE

SWB 06/02

IlL 3" THRU 10"

WATER SERVICE DETAIL MAY 1993 APPROVED BY: SWB 03/06 DATE: ENGINEERING DEPARTMENT

CITY of ST. PETERSBURG \c ./ J ._ /J).I\ / t------t----t-------I -ut{fYHI() KJ· I:J~


DWG. No.

S50-44

EXISTING NEW --,-'--~~~~----~~------------~~----------~~

HARNESSED FLANGE ADAPTOR

BUILDING FELT, TYP.

EXISTING METER BOX

MJ, RETAINER GLANDS, THRUST BLOCK, TYP.

10"

3" - 10" WATER SERVICE

(AL TERNATE)

¢ L (MINIMUM)

3" 4'-9"

4" 5'-10"

6" 7'-0"

8" 8'-10"

10" 10'-7"

CIT Y

10"

ELEVATION

L

PLAN VIEW

L

GV B

10"

10"

SOLID SLEEVE MJ, RETAINER GLANDS

LEGEND

BP BACKFLOW PREVENTOR B 90· THREADED ELBOW M METER ¢ PIPE DIAMETER GV OS AND Y GATE VALVE

S TAN DAR D S REVISIONS §9]

BY DATE IlL SWB 06/02 ~

3" THRU 10" WATER SERVICE DETAIL

DATE: MAY 1993

ALTERNATE ~ SWB 03/06 APPROVED BY:

ENGINEERING DEPARTMENT Iv.. LI 1--____ -+-______ +--__ C_IT_Y_O_f _S_T._P_E_TE_R_S_8U_R_G __ -I ~ /3, ~

SCALE: N. I.S. DIRECTOR

DWG. No.

S50-45

HARNESSED FLANGE ADAPTOR

BUILDING FELT, TYP.

4" CONCRETE SLAB

10" L 10"

MJ. RETAINER GLANDS. ApPORTS MINIMUM THRUST BLOCK, TYP.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06

ELEVATION

10" L 10"

M

PLAN VIEW

3" - 10" FIRE FLOW LEGEND

l/J L (MINIMUM) BP BACKFLOW PREVENTOR

3" 4'-5" E 90' THREADED ELBOW M DECTECTOR METER

4" 5'-4" l/J PIPE DIAMETER

6" 6'-4" GV OS AND Y GATE VALVE

8" 7'-4"

10" 8'-11"



SCALE: N.T.S.

3" THRU 10" FIRE FLOW BACKFLOW PREVENTOR DETAIL

APPROVED BY: DATE: MAY 1993

DWG. No.

DIRECTOR S50-46

NOTES:

8"

~ ~ 1"1 I I ~ N

1 1

2"x2"x1/4" ANGLE STEEL---

::......r +-+)-

J

7 7/8" DIAMETER, TYP.-----'

2" HEX HEAD NUT

2" FLAT WASHER

2" GALVANIZED, SCHEDULE 40 STEEL PIPE ----.-.I

~ ~

j 1"1 ~

I I ~ ~

-I

k+ + "1"

I f\..- WELD

:

-~ --

I "<t

8" SQUARE x 1/4" THICK STEEL BASE V WELD

c===~==t=~==~l __

PIPE SUPPORT DETAIL

1. FOR 3" PIPE AND SMALLER SUPPORT, THE BASE SHALL BE 6" SQUARE AND STEEL PIPE SHALL BE 1" DIA. 2. ENTIRE ASSEMBLY SHALL RECEIVE ONE COAT OF STEEL PRIMER, BEFORE INSTALATION.

C I T Y S TAN DAR D S I ~ I I flC I I ~ I I ~ I

REVISIONS

BY DATE 2" JACK STAND DETAIL SWB 06/02

APPROVED BY: 03/06 SWB ENGINEERING DEPARTMENT

1--__ -+ ___ -+-_C_I_TY_Of_ST_._P_E_TE_R_S_BU_R_G_-I ~ 6, )j~ SCALE: N.T.S. DIRECTOR

DATE: MAY 1993

DWG. No.

S50-47

SEE NOTE 3

50' WATER TRANSMISSION EASEMENT

A~

25'±, TYP.

\-_----( 36" TO 48" RCP I.D.

STEEL

JACK AND BORE DETAIL

CITY OF ST. PETERSBURG WATER TRANSMISSION MAIN

2'-0" MIN., OUTSIDE TO OUTSIDE CLEARANCE AT POINT OF CROSSING

(UNDER EXISTING 36" AND 48" WATER MAIN) FOR GRAVITY PIPES 12" DIA. AND GREATER

2'-0"

6" TYP 12" I" . ~~~~~~~~~

L...;.... .......... ~....;.&..+-'-'-~~~.;j~24" STEEL O.D.

A~

END VIEW

NOTES:

24" RCP O.D.

6x6-W1.4xW1.4 REINFORCEMENT

CONCRETE COLLAR SECTION A-A

CONCRETE COLLAR DETAIL

1. THIS DETAIL SHALL BE USED FOR GRAVITY CARRIER PIPES 12" IN DIAMETER AND LARGER. 2. FOR PIPES LESS THAN 12" IN DIAMETER, SHALL BE IN A STEEL CASING. SEE STANDARD DETAIL

JACK AND BORE. 3. STEEL FOR THE CARRIER PIPE SHALL CONFORM TO ASTM: A53, GRADE B AND SHALL HAVE CONTINUOUSLY

WELDED JOINTS TO PREVENT LEAKAGE. ALL STEEL CARRIER PIPE SHALL BE INTERNALLY CEMENT LINED AND EXTERNALLY BE WRAPPED WITH POL YWRAP.

4. THE ELEVATION OF CITY'S WATER TRANSMISSION MAIN SHALL BE FIELD VERIFIED AND SHOWN ON CROSSSECTION FOR ALL CROSSING APPLICATIONS.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06



SCALE: N. T.S.

JACK AND BORE GRAVITY CROSSING UNDER

WATER TRANSMISSION MAIN DETAIL APPROVED BY:

~/3,~ DIRECTOR

DATE:DECEMBER 1998

DWG. No.

S50-52

FINISHED GRADE

PROPOSED AUGNMENT OF WATER MAIN OR UTIUTY

50' WATER TRANSMISSION

EASEMENT

-------

RESTRAIN ALL JOINTS INSIDE CASING

STEEL CASING WITH END CAPS. WITH DUCTILE IRON CARRIER WATER MAIN, SEE NOTE 1

NOTES:

36" OR 48" PRESSURE PIPE, CI TY OF ST. PETERSBURG WATER TRANSMISSION MAIN

(f) w 0:: « >

1. ALL UTIUTY CROSSINGS SHALL BE INSTALLED INSIDE A STEEL CASING OVER THE ENTIRE WIDTH OF THE WATER TRANSMISSION EASEMENT. SEE CITY STANDARD DETAIL-JACK AND BORE.

2. STEEL FOR THE CARRIER PIPE SHALL CONFORM TO ASTM: A53, GRADE B AND SHALL HAVE CONTINUOUSLY WELDED JOINTS TO PREVENT LEAKAGE.

3. EQUIPMENT AND VEHICLES SHALL NOT ENCROACH WITHIN THE EASEMENT WITH OUT APPROVED GROUND STABIUZATION. SEE STANDARD DETAIL-PROTECTION FOR 36" AND 48" WATER TRANSMISSION MAIN FOR VEHICLES LESS THAN 30,000 LBS.

4. FOR STEEL CASING REQUIREMENTS, SEE STANDARD DETAIL-JACK AND BORE. 5. ALL THRUST AND RECEPTION PITS SHALL BE LOCATED OUTSIDE THE CITY'S WATER TRANSMISSION EASEMENT. 6. ALL BENDS SHALL BE RESTAINED JOINT.

CIT Y S TAN 0 A R D S REVISIONS

BY DATE

SWB 06/02

SWB 03/06

ilL


SCALE: N.T.S.

JACK AND BORE CROSSING UNDER

WATER TRANSMISSION MAIN DETAIL APPROVED BY: DATE: DECEMBER 1999

~ 8. ~ DWG. NS50_ 53 DIRECTOR

50' WATER TRANSMISSION EASEMENT FINISHED GRADE

PROPOSED AUGNMENT OF WATER MAIN OR UTIUTY

NOTES:

RESTRAIN ALL CARRIER PIPE JOINTS INSIDE CASING

SEE NOTE 4

36" OR 48" PRESSURE PIPE, CITY OF ST. PETERSBURG WATER TRANSMISSION MAIN

1. ALL UTIUTY CROSSINGS SHALL BE LAID INSIDE A STEEL CASING OVER THE ENTIRE WIDTH OF THE WATER TRANSMISSION EASEMENT. SEE CITY STANDARD DETAIL-JACK AND BORE.

2. STEEL FOR THE CASING PIPE SHALL CONFORM TO ASTM: A53, GRADE BAND SH ALL HAVE CONTINUOUSLY WELDED JOINTS TO PREVENT LEAKAGE.

3. EQUIPMENT AND VEHICLES SHALL NOT ENCROACH WITHIN THE EASEMENT WITH OUT APPROVED GROUND STABIUZATION. SEE STANDARD DETAIL-PROTECTION FOR 36" AND 48" WATER TRANSMISSION MAIN FOR VEHICLES LESS THAN 30,000 LBS.

4. BEND FORCES SHALL BE RESISTED BY RESTRAINED JOINTS.

C I REVISIONS

BY DATE

SWB 06/02

SWB 03/06

T Y

~ flC ~,

~

S TAN DAR D S

OPEN CUT OVER WATER TRANSMISSION MAIN DETAIL


SWB 06/08 CITY of ST. PETERSBURG

SCALE: N.T.S. t----+----t--------i~ 13. ~

DATE:DECEMBER 1998

DWG. No.

S50-54 DIRECTOR

NOTES:

50' WATER TRANSMISSION EASEMENT

/ FINISHED GRADE

~ 36" OR 48" PRESSURE PIPE, CITY OF ST. PETERSBURG WA TER TRANSMISSION MAIN

"'- PROPOSED DIRECTIONAL DRILL PRESSURE PIPE OR UTILITY CROSSING.

1. EXCAVATION IN THE WATER TRANSMISSION EASEMENT FOR RECOVERY OF BROKEN DRILL EQUIPMENT WILL NOT BE PERMITTED.

2. REQUIRED DIRECTIONAL BORING EQUIPMENT LIMITS TO BE USE FOR CROSSING WATER TRANSMISSION EASEMENT; A: 5,000 to 7,000 LBS. THRUST/PULLBACK-UP TO 4" AND UP TO A DISTANCE OF 400'. B: 7,001 to 12,000 LBS. THRUST/PULLBACK-UP TO 6" AND UP TO A DISTANCE OF 600' C: 12,000 to 16,000 LBS. THRUST/PULLBACK-UP TO 8" AND UP TO A DISTANCE OF 800'.

3. THE ELEVATION OF CITY'S WATER TRANSMISSION MAIN SHALL BE FIELD VERIFIED AND SHOWN ON CROSSSECTION FOR ALL CROSSING APPLICATIONS.

4. ALL DIRECTIONAL DRILLING STAGING AREAS FOR THRUST AND RECEPTION PITS SHALL BE LOCATED OUTSIDE THE CITY'S WATER TRANSMISSION EASEMENT.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06

C I T Y S TAN 0 A R 0 S [ ~ [

I flL I I ~ I [ ;JlJE I


SCALE: N.T.S.

DIRECTIONAL BORE CROSSING UNDER WATER TRANSMISSION

EASEMENT DETAIL APPROVED BY:

~J3,~ DIRECTOR

DATE: DECEMBER 1999

DWG. No.

S50-55

APPROACH SLOPE TYP., SEE NOTE 2 25'

GEOWEB GEOTEXTILE GROUND STABILIZA TION FABRIC OR EQUAL 60'x 60' MINIMUM COVER AREA

~ PIPE WALL OF TRANSMISSION MAIN

III ------ CENTER LINE OF TRANSMISSION MAIN

PLAN VIEW

50' WATER TRANSMISSION MAIN CROSSING

GROUND STABILIZATION FABRIC APPROACH SLOPE TYP. £.. EXIST: GROUND _G_R ..... AD-E--I---..------------+--1

- -=---

NOTES:

:::!: : ::::> o:::!: 1-

- Z l1'l-:::!:

36" OR 48" PRESSURE PIPE, ~ (0) CITY OF ST. PETERSBURG ............... ' '. WA TER TRANSMISSION MAIN, .~

. .. ..

(J) w ~ <{ >

FILL FOR PROTECTION AREA, SHELL OR CRUSHED CONCRETE, COMPACTED IN 6" LIFTS WITH A NON-VIBRATORY ROLLER, NOT TO EXCEED 19,000 LBS., STATIC WEIGHT. COMPACT TO 98%, AS PER AASHTO T-180

TYPICAL SECTION THROUGH HAUL ROAD

1. PROTECTION IS REQUIRED FOR ALL CONSTRUCTION OPERATIONS OVER THE WATER TRANSMISSION MAIN WHERE THE EXISTING DEPTH OF COVER IS LESS THAN 5'-0".

2. THE APPROACH SLOPE(S) TO BE 20' OR GREATER AS REQUIRED TO ACHIEVE 5'-0" MINIMUM COVER OVER THE WATER TRANSMISSION MAIN.

3. FOR TEMPORARY ENCHROACHMENT OF LIGHT WEIGHT VEHICLES AND EQUIPMENT THAT ARE LESS THAN 30,000 LBS., H15-44 AASHTO.

4. FOR VEHICLES GREATER THAN 30,000 LBS., A FLORIDA REGISTERED ENGINEER'S SIGNED AND SEALED DESIGN MUST BE SUBMITTED FOR REVIEW AND APPROVAL.

REVISIONS

BY DATE

SWB 06/02

SWB 03/06

CIT Y S TAN DAR D S


SCALE: N.T.S.

PROTECTION FOR 36" AND 48" WATER TRANSMISSION MAIN FOR VEHICLES

LESS THAN 30,000 LBS. DETAIL APPROVED BY:

~i3.)j~ DIRECTOR

DATE: DECEMBER 1999

DWG. No.

S50-56

DRAWING NUMBER

S50- 1

S50- 2

S50-10

S50-14

S50-15

S50-16

S50-17

S50-18

S50-19

S50-20

S50-22

S50-24

S50-25

S50-27

S50-30

S50-32

S50-33

S50-34

S50-35

S50-36

S50-37

S50-38

S50-41

S50-42

S50-43

S50-44

S50-45

S50-46

S50-47

REVISIONS

BY DATE

SWB 06/03

SWB 06/04

SWB 03/06

DRAWING TITLE

PRESSURE PIPE NOTES

TEMPORARY SAMPLE TAP

PRESSURE PIPE WARNING MARKER SIGN

WATER MAIN VERTICAL ADJUSTMENT

WATER MAIN HORIZONTAL ADJUSTMENT

PRECAST CONCRETE THRUST BLOCK

CAST -IN-PLACE VERTICAL THRUST ANCHOR

CAST -IN-PLACE HORIZONTAL THRUST BLOCK

THRUST ANCHOR BLOCK FOR VERTICAL BENDS

FRICTION CLAMP (FOR VERTICAL BENDS)

VALVE AND VALVE BOX

DI/MJ WELDED STEEL TAPPING SLEEVE W/ TAPPING VALVE

CUT-IN 16" THRU 24" VALVE IN EXISTING PIPE

VAULT FOR 16" OR 20" BUTTERFLY VALVES

MANUAL AIR RELEASE VALVE ASSEMBLY

HYDRANT INSTALLATION

BLOW-OFF/HYDRANT ASSEMBLY

2" TEMPORARY BLOW-OFF



6" THRU 12" TEMPORARY BLOW-OFF

6" THRU 12" PERMANENT BLOW-OFF

RESIDENTIAL WATER SERVICE CONNECTION

3/4" THRU 2" WATER SERVICE

3/4" THRU 2" WATER SERVICE (ALTERNATE)

3" THRU 10" WATER SERVICE

3" THRU 10" WATER SERVICE (ALTERNATE)

3" THRU 10" FIRE FLOW BACKFLOW PREVENTOR

2" JACK STAND


REVISION DATE

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

03/06

I ~ I ilL I ~ I ~

I I I I



SCALE: N.T.S.


N/A DIRECTOR

DWG. No.

SSO-INDEX

DRAWING NUMBER

S50-52

S50-53

S50-54

S50-55

S50-56

REVISIONS

BY DATE

SWB 06/03

SWB 03/06

SWB 06/08


JACK AND BORE GRAVITY CROSSING UNDER 03/06 WATER TRANSMISSION MAIN

JACK AND BORE CROSSING UNDER WATER 03/06 TRANSMISSION MAIN

OPEN CUT OVER WATER TRANSMISSION MAIN 06/08

DIRECTIONAL BORE CROSSING UNDER WATER 03/06 TRANSMISSION EASEMENT

PROTECTION FOR 36" AND 48" WATER 03/06 TRANSMISSION MAIN FOR VEHICLES LESS THAN 30,000 LBS.


I ~ I tIC I ~ I ~

I I I I



CITY of ST. PETERSBURG N/A DWG. No.


DRAWING NUMBER

S60- 2

S60- 3

S60- 4

S60- 5

S60- 6

S60-10

S60-11

S60-12

S60-20

S60-21

S60-22

S60-30

S60-31

S60-32

S60-33

REVISIONS

BY DATE

SWB 06/04

SWB 03/06

SWB 09/07

SWB 04/08

DRAWING TITLE

ALLEY SPEED HUMP

SPEED HUMP

SPEED STRIP HUMP

RAISED INTERSECTION PLAN

RAISED INTERSECTION SECTION VIEWS

SPEED PLATEAU

BRICK PLATEAU PLAN

BRICK PLATEAU SECTION VIEWS

PLAN VIEWS FOR TYPE "A", "B", AND "c" CENTER MEDIANS

PAVED OR BRICK ROADWAY WITH CENTER MEDIAN

TYPICAL CENTER MEDIAN SECTION VIEWS

ACCESSIBLE PARALLEL PARKING IN PUBLIC RIGHT OF WAY

ACCESSIBLE PERPENDICULAR PARKING IN PUBLIC RIGHT OF WAY

ACCESSIBLE ANGLE PARKING IN PUBLIC RIGHT OF WAY

MISCELLANEOUS SIGNAGE FOR ACCESSIBLE PARKING IN PUBLIC RIGHT OF WAY

CIT Y S TAN DAR D S

REVISION DATE

03/06

03/06

03/06

NEW

03/06

03/06

03/06

03/06

03/06

09/07

09/07

09/07

09/07

I ~ I I IlL I I ~ I I ;W I

TRAFFIC DETAILS INDEX


SCALE: N.T.S.

APPROVED BY:

N/A DIRECTOR

DATE: AUGUST 2002

DWG. No.

S60-INDEX

EXISTING PVMT. SURFACE

:r: ~ 0 ~ >-W ....J ....J « x w

~~ ~ CD ~ EXISTING EDGE OF PAVEMENT, I /, TYPICAL

in ~~ t ~~--~~=========h~~----~~I--

~:;::;::===i=====.A=<:===""===-eI~~: ~ '0 * N ~~ " H i------- ~ -I-- ~ ~~ SEE CHEVRON DETAIL, BELOW t-~==~==~====~~~------~~r-~

in ~t , ~t

~ ~I! ~ \ '0* 1--

.. 12'1 .. * ~CD

TYPICAL PLAN VIEW

9" 3"

CENTER LINE OF ALLEY

* SEE NOTE 5

;:

EDGE OF SPEED HUMP,

2'

"I \ .. 8" TYP. ~~

I-8" TYP. + v

14~ TY!'·I CHEVRON DETAIL

(SEE NOTE 7)

:jf :'XISTING PA~"ENT ~D~. 3~

_ ," : ,] u E'" t ,"

TYP.

-====: ~.22%Z2/CJ __ L:7Ufl2:= -EXISnNG EDGE OF J l PAVEMENT, TYPICAL EXISTING PAVEMENT MAINTAIN 3" ABOVE EXISTING PAVEMENT

PROFILE SURFACE ALONG CENTER LINE OF ALLEY

NOTES: SECTION 8-8 SPEED HUMP, TYP.

1. MILLING MAY BE DELETED WITH APPROVAL OF THE ENGINEER. 2. THE CONTRACTOR SHALL VERIFY THE FINAL LOCATION OF THE SPEED HUMP AT THE FIELD SITE WITH THE ENGINEER PRIOR

TO CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC REGULATORY SIGNS AFFECTED BY THE WORK WITH THE ENGINEER. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FABRICATE A TEMPLATE, SUBJECT TO THE ENGINEERS VERIFICATION, IN

ACCORDANCE WITH THE PROFILE MEASUREMENTS AS NOTED ABOVE IN SECTION VIEW A-A. PROFILE DIMENSIONS ARE SYMMETRICAL ABOUT C/L OF CROSS SECTION. THE TEMPLATE SHALL BE USED TO INSURE THAT THE PROPOSED VERTICAL DIMENSIONS ARE SUCCESSFULLY ACHIEVED. THE COST OF THE TEMPLATE SHALL BE INCIDENTAL TO THE COST TO CONSTRUCT THE SPEED HUMP.

5. NOTED AREAS DEPICT THE LIMITS OF MILLING FOR THE SPEED HUMP. 6. CONSTRUCT SPEED HUMP IN TWO EQUAL LIFTS OF SP-1 ASPHALTIC CONCRETE. 7. ALL MARKINGS SHALL BE WHITE IN COLOR.

C I T Y S TAN 0 A R D S REVISIONS

I ~ I BY DATE I Ill:, I

I ~ I ALLEY SPEED HUMP DETAIL

I ~ I APPROVED BY: DATE: MARCH 2006

DWG. No.

S60- 2

ENGINEERING DEPARTMENT CITY of ST. PETERSBURG ~kwm6,J1,~

DIRECTOR SCALE: N.T.S.

~ ;.,

0 ~ . ..... 00 z W :::::t ~ c( a. (!) • z 00 1= ~

Vl X w

2'-6" ~

EXISTING TYPE B CURB


SECTION A-A

4' 4' 4'

* * * SEE NOTE 5 ~rn TYPICAL PLAN VIEW

4' 2'

EXISTING TYPE A OR GRANITE CURB

GUTTER FLOW LINE

SEE CHEVRON DETAIL, BELOW

CENTER LINE OF TRAVEL LANE

EDGE OF PAVEMENT, TYP.

EXISTING TYPE D CURB

(SEE NOTE 7)

OR GRANITE CURB 18" 18" 18" 12" OR TYPE D CURB EXISTING TYPE A ~. E~STING PAIlEMENT "D1>< _~ EXISTING TYPE B

~ ~'0=t==;[J -EXISTING PAVEMENT PROFILE MAINTAIN 3" ABOVE EXISTING PAVEMENT SURFACE

ALONG CENTER LINE OF SPEED HUMP

NOTES: SECTION 8-8

1. MILLING MAY BE DELETED WITH APPROVAL OF THE ENGINEER. 2. THE CONTRACTOR SHALL VERIFY THE FINAL LOCATION OF THE SPEED HUMP AT THE FIELD SITE WITH THE ENGINEER PRIOR

TO CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC REGULATORY SIGNS AFFECTED BY THE WORK WITH THE ENGINEER. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FABRICATE A TEMPLATE, SUBJECT TO THE ENGINEERS VERIFICATION, IN

ACCORDANCE WITH THE PROFILE MEASUREMENTS AS NOTED ABOVE IN SECTION VIEW A-A. PROFILE DIMENSIONS ARE SYMMETRICAL ABOUT C/L OF CROSS SECTION. THE TEMPLATE SHALL BE USED TO INSURE THAT THE PROPOSED VERTICAL DIMENSIONS ARE SUCCESSFULLY ACHIEVED. THE COST OF THE TEMPLATE SHALL BE INCIDENTAL TO THE COST TO CONSTRUCT THE SPEED HUMP.

5. NOTED AREAS DEPICT THE LIMITS OF MILLING FOR THE SPEED HUMP. 6. CONSTRUCT SPEED HUMP IN TWO EQUAL LIFTS OF SP-1 ASPHALTIC CONCRETE. 7. ALL MARKINGS SHALL BE WHITE IN COLOR.


BY DATE

SWB 03/06


SCALE: N.T.S.

SPEED HUMP APPROVED BY:

~i3.!f~ DIRECTOR

DETAIL

DATE: AUGUST 2002

DWG. No.

S60- 3

~DGE OF SPEED

HUMP, TYP. 2'

8" TYP'~ a: ~ ~

B"ne ~ 14~ TY!"I

CHEVRON DETAIL (SEE NOTE 4)

I ~ 0 3: ~ z w :::;:

~ « a.. <.:l z i= Vl X w

18" MIN.

'0>

I * "lI')

'0 I

.~+---~-----,,--. ., :~~ --

b I * Ln '0 ,~_--=A=----

I

b I

Ln

12" MIN.

* ~

10'


GUTTER FLOW LINE

SEE CHEVRON DETAIL

CENTER LINE OF PAVEMENT

EDGE OF PAVEMENT, TYPICAL

EXISTING TYPE B CURB * EXISTING TYPE D CURB

SAW CUT ALL EDGES


* SEE NOTE 3 ~O

TYPICAL PLAN VIEW

r 3/4" CHAMFER AT ALL \ EXPOSED EDGES, TYP.

5'-9"

/ ~-S \

.. < : .' ..... :. ~:.~ .• " .. " ...... ~". ~'.~ '", . ;,',,' ", , . ', .. . '". '" ~ .. : .

: ,. . ,.' .~ -.. :. """:"...;;....;:....:..;;....J'--.-:O .•. ~",..;.. . .,. •. +~-+---=::::::::=--- 2 LAYERS OF WWF: 3"

6x6-W1.4xW1.4 4'

3000 PSI CONCRETE


7-1/2"

OR GRANITE CURB 18" ~ 12" OR TYPE D CURB EXISTING TYPE A ~.. EXISTING PAVEMENT WIDTH "a:~EXISTING TYPE B

~ T"'N~ _// - t - ,-EXISTING PAVEMENT PROFILE MAINTAIN 3" ABOVE EXISTING PAVEMENT

SURFACE FOR WIDTH OF SPEED HUMP

SECTION C-C

NOTES: 1. THE CONTRACTOR SHALL VERIFY THE FINAL LOCATION OF THE SPEED STRIP HUMP AT THE FIELD SITE WITH THE ENGINEER

PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC REGULA TORY SIGNS AFFECTED BY THE WORK WITH THE ENGINEER. 3. NOTED AREAS DEPICT THE LIMITS OF MILLING FOR THE SPEED HUMP. 4. ALL MARKINGS SHALL BE WHITE IN COLOR.

c T Y S TAN DAR D S ~

SPEED STRIP HUMP DETAIL fEC

REVISIONS

BY DATE ~ ~

APPROVED BY: DATE: MARCH 2006 ENGINEERING DEPARTMENT

CITY of ST. PETERSBURG iIwrmoB.~ DWG. No.



EXISTING TYPE A OR J GRANITE CURB, TYP.

GUTTER FLOW LINE

MAINTAIN 12" ADJACENT TO TYPE B OR TYPE D CURB

I f-a 00 3:

~ ~ f-W ::2 <D W W > f<x: 0 0.. Z

c.:> W Z w G (f) N X w

,,-_6_,_T_Y_P_. --+'--'--c--+~---,-~~·_EN_T_t.:....R UN'I On_A_V_EM--,-Ec'-'N~T-,--" ~~~~+-___ --<.

TER UNE OF <TRA VELLANEi C

f-U [L[L

J

EXISTING TYPE D CURB, TYP. MAINTAIN 18" ADJACENT TO TYPE A OR GRANITE CURB

SEE STANDARD DETAIL- RAISED INTERSECTION SECTION VIEWS FOR CHEVRON DETAILS

EXISTING TYPE B CURB. TYP.

MATCH

TYPICAL PLAN VIEW NOTES: 1. MILLING MAY BE DELETED WITH APPROVAL OF THE ENGINEER. 2. THE CONTRACTOR SHALL VERIFY THE FINAL LOCATION AND LIMITS OF THE RAISED INTERSECTION AT THE

FIELD SITE WITH THE ENGINEER PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC REGULA TORY SIGNS AFFECTED BY THE WORK WITH THE

ENGINEER. 4. FOR SECTION VIEWS C-C AND D-D SEE STANDARD DETAIL-RAISED INTERSECTION SECTION VIEWS. 5. FOR STRIPING PLAN SEE STANDARD DETAIL-RAISED INTERSECTION SECTION VIEWS. 6. NOTED AREA TYPICALLY DEPICTS THE LIMITS OF MILLING FOR THE RAISED INTERSECTION. SEE STANDARD

DETAIL-RAISED INTERSECTION SECTION VIEWS FOR MORE REQUIREMENTS. 7. THE CONTRACTOR SHALL ADJUST TO NEW GRADE, ALL MANHOLE RINGS AND VALVE BOXES THAT ARE

AFFECTED BY THIS WORK. 8. CONSTRUCT RAISED INTERSECTION IN TWO EQUAL LIFTS OF SP-l ASPHALT CONCRETE.

REVISIONS

BY DATE

SWB 03/06

CIT Y S TAN DAR D S RAISED INTERSECTION

PLAN DETAIL ENGINEERING DEPARTMENT


APPROVED BY:

~!3.~ DA TE: AUGUST 2002

DWG. No.


4' VARIES 4'

i [ i;;i:~/]~/ZZ/bZz! :C/ /1:: ,J -

[ EXISTING PAVEMENT SURFACEY-

1-1/2", TYP.

SECTION C-C

EXISTING PAVEMENT WIDTH

VARIES

18" 18"

t 18" 12'

- I I ~/////'L///////~ 1/ //////// / //72:::z"",

EXISTING TYPE A ]1 :-J

'-- EXISTING TYPE B OR GRANITE CURB OR TYPE D CURB

EXISTING PAVEMENT PROFILE - MAINTAIN MINIMUM 4" ABOVE EXISTING PAVEMENT SURFACE GRADE THROUGHOUT

SECTION D-D

~~ EDGE OF RAISED INTERSECTION, TYP.

8", TYP. yCENTER LINE OF TRAVEL LANE

8", TYP.¥, I;, f:" T~I

CHEVRON DETAIL NOTE: ALL MARKINGS SHALL BE WHITE IN COLOR.

e I T Y S T A N D A R D S REVISIONS RAISED INTERSECTION I ~ I

BY DATE I tIC I SWB 03/06 I ~ I SECTION VIEWS DETAIL

I ~ I APPROVED BY: DATE: AUGUST 2002

ENGINEERING DEPARTMENT CITY of ST. PETERSBURG ~,8.~ DWG. No.


. !Xl

~ ~+-4-~------~~~~~~~~+-~~ § IZ W ::;:

~ « Cl. .

!Xl


GUTTER FLOW LINE

SEE CHEVRON DETAIL, BELOW

CENTER LINE OF TRAVEL LANE

o z F UJ X w

----I-- MILLING LIMITS, TYP.,

2'-6" ~ 6' 10' 6'

EXISTING TYPE B CURB RAMP PLATEAU RAMP

TYPICAL PLAN VIEW

. ! 2' 6' RAMP LENGTH 1 2'~1 :TYP~ - ~~. ~

EXISTING PVMT. r- r MILLING LIMITS SURFACE

SECTION A-A

SEE SECTION VIEW" A-A"


EXISTING TYPE D CURB

EDGE OF SPEED HUMP, TYP.

CENTER LINE OF

cL I TRAVEL LANE

CHEVRON DETAIL (SEE NOTE 5)

EXISTING TYPE A ~. EXIS.NG PAVEMENT .,OTH ~ EXISnNG TYPE B

OR GRANITE CURB -'IT r ~ "': TYPE D CURB 7=== ,n=aMJ MAINTAIN 4" ABOVE EXISTING PAVEMENT SURFACE

EXISTING PAVEMENT PROFILE ALONG CENTER LINE OF SPEED HUMP

SECTION 8-8

NOTES: 1. MILLING MAY BE DELETED WITH APPROVAL OF THE ENGINEER. 2. THE CONTRACTOR SHALL VERIFY THE FINAL LOCATION OF THE SPEED HUMP AT THE FIELD SITE WITH THE ENGINEER PRIOR

TO CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC REGULATORY SIGNS AFFECTED BY THE WORK WITH THE ENGINEER. 4. CONSTRUCT SPEED PLATEAU IN TWO EQUAL LIFTS OF SP-1 ASPHALTIC CONCRETE. 5. ALL MARKINGS SHALL BE WHITE IN COLOR.

REVISIONS

BY DATE

CITY


SCALE: N.T.S.

S TAN DAR D S

SPEED PLATEAU DETAIL APPROVED BY: DATE: APRIL 2008

DWG. No.

DIRECTOR S60-10

EXISTING GUTTER FLOW LINE, TYP. ~ EXISTING TYPE A CURB OR~ /rMODIFIED TYPE B CURB, TYP. GRANITE CURB, TYP. CD HEADER CURB, TYP.

TYPE A DROP CURB, TYP. -, ~ 2' TYP.

I --~~~~~~==~====~======~~==~~~~~ f-

NOTES:

o ~

>« ~ o « o 0:::

::.:: < u il:: m o z i= til X

>

W~~========ij===~============~==~~======~ 4' TO 4'-4"- ~

~..-.J 12' TO 12'-6"

21'-11" TO 23'-1"

TYPICAL PLAN VIEW

..c- - 4' TO 4'-4"

1. MATCH EXISTING GUTTER FLOW LINES ON BOTH SIDES AND ROADWAY CROWN ELEVATIONS AT BOTH ENDS. 2. THE CONTRACTOR SHALL ADJUST THE INSIDE FACE OF THE MODIFIED TYPE B CURB TO MATCH THE

PROPOSED GRADES OF THE BRICK PLATEAU. BRICK ELEVATION IN RAISED CENTER AREA SHALL BE 3" ABOVE GUTTER GRADE.

3. DIMENSIONS BETWEEN HEADER CURB AND TYPE A DROP CURB(S) WILL VARY DUE TO EXISTING BRICK WIDTHS TO ELIMINATE CUTTING BRICKS.

4. FOR SECTION VIEWS A- A AND B-B, SEE STANDARD DETAIL-BRICK PLATEAU SECTION VIEWS. 5. THE CONTRACTOR SHALL REMOVE, STORE, PROTECT, AND REINSTALL THE EXISTING BRICK AS SHOWN

AFFECTED BY THE WORK. NO ADDITIONAL BRICK WILL BE SUPPLIED BY THE CITY. LOST, STOLEN BRICK, OR BROKEN BRICK SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY.

6. THE CROWN OF THE PROPOSED RAISED PLATEAU CENTER AREA SHALL BE A CONTINUOUSLY SLOPING CONSTANT STRAIGHT LINE, MATCHING THE ROADWAY SLOPE, BETWEEN TYPE A DROP CURBS.

7. THE CONTRACTOR SHALL VERIFY THE FINAL LOCATION OF THE BRICK PLATEAU WITH THE ENGINEER PRIOR TO CONSTRUCTION. AS REQUIRED, THE CONTRACTOR SHALL ADJUST TO NEW GRADE, ALL MANHOLE RINGS AND VALVE BOXES THAT ARE AFFECTED BY THIS WORK.

8. THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC REGULATORY SIGNS AFFECTED BY THE WORK WITH THE ENGINEER.

9. THE CONTRACTOR SHALL REALIGN, VERTICALLY AND LONGITUDINALLY, ANY GRANITE CURB AFFECTED BY THE WORK AS REQUIRED AND AS DIRECTED BY THE ENGINEER.

10. IF REQUIRED, OR AS DIRECTED BY THE ENGINEER, REPLACEMENT OF EXISTING TYPE A CURB SHALL BE AS AS PER CITY STANDARDS. SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "D" CURB.

11. ROADWAY CLOSURE FOR A MAXIMUM PERIOD OF 24 HOURS MAY BE ALLOWED WITH A MINIMUM 24 HOUR ADVANCED WRITTEN REQUEST TO THE ENGINEER. ROADWAY CLOSURE WILL BE FOR CURE TIME OF THE CONCRETE CURBS ONL~

C I REVISIONS

I BY DATE I

SWB 03/06 I I

T

~ !lC ~,

~

Y

I I I I

S TAN 0 A R 0 S

APPROVED BY:

BRICK PLATEAU PLAN DETAIL

ENGINEERING DEPARTMENT 1--__ -+ ___ --+-__ C_IT_Y_o_f_S_T_. _P_E_TE_R_S_B_UR_G_---I ~ 13 J I:J~


DA TE: AUGUST 2002

DWG. No.

S60-11

" 21' -11" TO 23'-1" 4 TYP. _ ..

EXISTING BRICK ROADWAY SURFACE ~

~ • ! !:, " " " " " " " " " " " " " " " ,:,! !,~ 11_ L 4' TO 4'-4" 12' TO 12'-6" 4' TO 4'-4"

+

HEADER CURB, TYP.

TYPE A DROP CURB, TYP.

SECTION A-A

EXISTING ROADWAY WIDTH

REINSTALL EXISTING BRICK

1" SAND-SETTING BED, 100% COMPACTION

8" BASE, SEE NOTE BELOW


MATCH EXISTING GUTTER FLOW LINE, TYP.

2% TO 5% 2% TO 5%

MODIFIED TYPE B CURB, TYP., SEE DETAIL BELOW

4" TYP.

t

.. ..

1/2" EXPANSION JOINT, TYP.

SECTION 8-8

RAISED PLATEAU

EXISTING TYPE A OR GRANITE CURB, TYP.

EXISTING BRICK L ROADWAY SURFACE

~- -- --&;ID-L...L-L-L-"-iT'I,'-""--TYPE A DROP CURB, TYP.

HEADER CURB, TYP.

CONCRETE FILLER STRIP, AT TYPE A DROP CURB, RAMP SIDE ONLY

RAMP TO BE 1/4" LOWER THAN THE FINISHED ELEVATION OF THE HEADER AND DROP CURB, TYP. BOTH SIDES

RAMP UP/DOWN DETAIL

EXISTING GUTTER FLOW LINE

1/2" EXPANSION JOINT, TYP.

#4 REBAR CONTINUOUS, TYP. --=i't:i===p. EXISTING TYPE A CURB OR-~ GRANITE CURB, TYP.

MODIFIED

NOTE: BASE MAYBE SHELL OR RECLAIMED CONCRETE. SHELL BASE USED ONLY IN SELECTED AREAS, WHERE DIRECTED.

REVISIONS

BY DATE

SWB 03/06

CIT Y S TAN DAR D S

IlL


SCALE: N.T.S.

BRICK PLATEAU SECTION VIEWS DETAIL

APPROVED BY:

'i4rnwf3.~ DIRECTOR

DATE: AUGUST 2002

DWG. No.

S60-12

3' MIN. TO STOP BAR, TYP., OR 6' MIN. TO SIDEWALK CURB RAMP, TYP., OR 10' MIN. TO PC/PT OF ROADWAY CURB, TYP.

15' MIN.

----...+-- + ---~

6" WIDE STRIPE, TYP. 6" SPACE, TYP.

TYPE A OR TYPE C CURB, TYP.

10' MIN. TO

ALLEY OR D/W

10' TAPER

CENTER LINE OF ROADWAY, TYP. 12" SPACE.

12" WIDE STRIPE AT 45" TO ROADWAY CENTER LINE, TYP.--'

TYPE A MEDIAN

CENTER LINE OF ROADWAY, TYP. 10' MIN. TO

ALLEY OR D/W SAME AS 10' MIN. 15' MIN.

10' TAPER TYPE A MEDIAN

+-3- z + -r"') (()

10'

SEE NOTE 6

10'

SEE NOTE 6

CENTER LINE OF ROADWAY, TYP. TYPE A OR TYPE C CURB, TYP.

TYPE 8 MEDIAN

10' MIN. TO 10' MIN. TO

ALLEY OR D W ALLEY OR D /W 15' MIN.

~ ___ 1~0_' ____ ~_10~'_T_A_P~E_R.-~~~~~~~~~~~~~=t~~:;1~0:'=T~AP~E=R~r-S5~10~'~Ei1 SEE NOTE 6 _ SEE NOTE 6

z +---

~~ENTER LINE OF ROADWAY TYPE A OR TYPE C CURB, TYP.

TYPE C MEDIAN

NOTES: 1. FOR MEDIAN FILLER SEE STANDARD DETAIL-TYPICAL MEDIAN SECTION VIEWS. 2. FOR TYPE "A" OR "c" CURB, SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "D" CURB. 3. TYPE A MEDIAN AND TYPE B MEDIAN SHALL BE USED AT INTERSECTIONS OF ROADWAYS AND/OR ADJACENT

TO MID-BLOCK DRIVEWA YS ONLY. 4. TYPE C MEDIAN SHALL BE USED AT MID-BLOCK AREAS ONLY. 5. ALL STRIPING SHALL BE THERMO PLASTIC TYPE AND YELLOW IN COLOR. 6. IF ROADWAY HAS ACCEPTABLE STRIPING ALONG THE CENTER LINE, NOTED 10' LEADER LINES MAY BE

DELETED.

REVISIONS

BY DATE

SWB 03/06

CIT Y S T A N 0 A R 0 S

ilL


SCALE: N.T.S.

PLAN VIEWS FOR TYP E "A" , " B " , AND " C " CENTER MEDIANS DETAIL

APPROVED BY:

~!3.1Jk--DIRECTOR

DA TE: AUGUST 2002

DWG. No.

S60-20

(J) (")

» I r'l r OZ ~ =i9

-<z r'l

Or'l """":::0

~I~~ ;-i "U (J) r'lO • -t r'l

r'l"U :::0» (/):::0 CD-t Cs:: :::Or'l G)Z

-t

» 'l) 'l) :;0 0 ~ ° ID ~

o ° :IE » ~ ~ Z 0 » if)' c

(J) G) C

0 (J)

I -t

tv

N 0 0

-->. tv

~1~IRl s; (J)

5 Z 0/01(J)

VJ » '-.. -l o 1"1 OJ

o

-I

-<

(f)

-I

» z

EXISTING ROADWAY SECTION (D ~(D =>~ u=>

u o ~<t: OW ~ (Dr t

W ~ .. r U t-'-.. u.. a.:~ wO

TYPE A OR TYPE C CURB

6" SPACE

6" STRIPE

MEDIAN 6' MIN.

EX. ASPHALTIC CONCRETE SURFACE --"--"~ /- _-.=:b EX. ROADWAY BASE J /

EX. STABILIZED SUBGRADE / /

SEE TYPICAL CURB BASE DETAIL, BELOW /

TYPICAL MEDIAN SECTION, SEE STANDARD DETAIL- TYPICAL MEDIAN SECTION VIEWS

TYPICAL PAVED ROADWAY SECTION

SAW CUT ASPHALT OR CONCRETE

EX. SURFACE

CONCRETE CURB- TYPE A OR TYPE C, SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "D" CURB

TYPE A OR TYPE C CURB

6" SPACE

EX. ROAD BRICK

(D ~(D =>~ u=> u o

<t: ~ OW ~ (Dr t

w ~ .. >-u t-'-.. u.. a.:~ wO

EX. 1" SAND-SETTING BED, 100% COMPo

S" BASE-SHELL, SEE NOTE 1


CONCRETE CURB, TYP.

FOR BRICK ROADWAY RESTOR A TION SEE NOTE 2, BELOW

TYPICAL BRICK ROADWAY SECTION

-..." "I..{ 6" TYP. ~ ..

STABILIZED SURGED

TYPICAL CURB BASE DETAIL

NOTES: 1. BASE MAY BE SHELL OR RECLAIMED CONCRETE. SHELL BASE USED ONLY IN SELECTED AREAS, WHERE DIRECTED. 2. BRICK ROADWAY RESTORATION SHALL MATCH EXISTING CONDITIONS OR MEET THOSE MINIMUM REQUIREMENTS LISTED ABOVE. 3. ALL SURPLUS ROADWAY BRICK SHALL BE RETURNED TO THE CITY AS SPECIFIED. 4. THE CONTRACTOR SHALL ADJUST TO NEW GRADE, ALL MANHOLE RINGS AND VALVE BOXES THAT ARE AFFECTED BY THIS

WORK. 5. INSTALL 1/2" EXPANSION JOINT MATERIAL BETWEEN OUTER FACE OF PROPOSED CURB AND EDGE OF CONCRETE PAVEMENT

PANEL.

SLOPE AT 1/4" PER FT. FROM

MEDIAN CENTER LINE, TYP. 3" MULCH, HAND TAMPED

MAINTAIN CONTINUOUS i*cD~~mijij~~ijiSm~~-b==:::t---r 6" REVEAL, TYP. .

a.. >t-

tv

REMOVE ALL EXISTING ROADWAY MATERIALS IN THE MEDIAN AREA. FILL WITH CLEAN PLANTING SOIL AND COMPACT TO 95%

TYPE A CURB, TYP.

TYPICAL LANDSCAPED MEDIAN SECTION

SLOPE AT 1/4" PER FT. FROM MEDIAN CENTER LINE, TYP.

TYPE A OR TYPE C CURB, TYP. (TYPE C CURB DEPICTED)

REMOVE EXISTING PAVEMENT AND CONSTRUCT ADDITIONAL BASE AS REQUIRED AND COMPACT TO 95%

1-1 /2" ASPHALTIC CONCRETE

6" CONCRETE, SEE NOTE 1

TYPICAL PAVED MEDIAN SECTION

SLOPE AT 1/4" PER FT. FROM / SWEEP SAND MIXED W/10% MEDIAN CENTER LINE, TYP. CEMENT INTO JOINTS

1===01~~~~~:!:::~~~~~ TYPE A OR TYPE C CURB, TYP. - (TYPE C CURB DEPICTED)

MAINTAIN CONTINUOUS 5" REVEAL, TYP.

REMOVE ALL EXISTING ROADWAY MATERIALS AND CONSTRUCT ADDITIONAL BASE AS REQUIRED. IF EXISTING BASE IS LlMEROCK, REPLACE AS PER NOTE 2, AND COMPACT TO 95%

ROAD BRICK 1" SAND, 100% COMPACTION 8" BASE, SEE NOTE 2

TYPICAL BRICK MEDIAN SECTION

NOTES: 1. CONCRETE MEDIAN SHALL HAVE 2 LAYERS OF WWF 6x6-W1.4xW1.4. 2. BASE MAY BE SHELL OR RECLAIMED CONCRETE. SHELL BASE USED ONLY IN SELECTED AREAS, WHERE

DIRECTED.

REVISIONS

BY DATE

SWB 03/06

CIT Y S TAN DAR D S

IlL


SCALE: N.T.S.

TYPICAL CENTER SECTION VIEWS

MEDIAN DETAIL

APPROVED BY:

~13.tJb DIRECTOR

DATE: AUGUST 2002

DWG. No.

S60-22

PARKING SPACES SHALL NOT BE WITHIN THE FOLLOWING LIMITS:

J-----------J -50' TO NEAREST RAIL OF 1-----------0 A RAILROAD CROSSING

POINT OF FULL CURB REVEAL

-30' OF A SAFTEY ZONE, FLASHING SIGNAL, STOP

SIGN, OR TRAFFIC CONTROL SIGNAL POLE/MAST ARM

-20' OF A CROSSWALK AT >--I--__ ~ AN INTERSECTION, AND/OR I-------t-<

THE DRIVEWAY ENTRANCE TO ANY FIRE STATION (6)

-15' OF FIRE HYDRANT

-10' OF A CURB PC/PT

k::: -< * ~} ===;:::===;:== roIL[~ SEE NOTE 3 ]3~

1 .. SEE ~.oTE 4 .. 1

ACCESSIBLE PARALLEL PARKING SPACE AT INTERSECTION (5) SEE BELOW FOR CONDITIONS AT ALLEY

POINT OF FULL CURB REVEAL

-----lLiMITS AS DESCRIBED ABOVE LIMITS AS DESCRIBED ABOVE'"-.......... -

DO J NOT l

BLOCK IDRIVEWAY\

20' TO 30', AS

DIRECTED

20' TO 30', AS

DIRECTED DO

J NOT l BLOCK

IDRIVEWAY\

- z <X)-~ SEE NOTE 3 SEE NOTE 3

- z <X)-~

I.. SEE ~.oTE 4 .. I I.. SEE NrOTE 4 .. 1

ACCESSIBLE PARALLEL PARKING SPACE AT ALLEY ENTRANCE (5)

NOTES: 1. DIMENSIONS FROM FACE OF CURB TO THE C/L OF PAVEMENT MARKINGS. 2. FOR SIGNAGE AND PAVEMENT MARKINGS, SEE CITY STANDARD DETAIL-MISCELLANEOUS SIGNAGE FOR

ACCESSIBLE PARKING IN PUBLIC RIGHT OF WAY. 3. ALL ACCESSIBLE SPACES MUST HAVE DISABLED SIGNAGE. 4. FOR MINIMUM DIMENSIONS SEE CITY CODE 29-197, ILLUSTRATION 8, PARKING STANDARDS. 5. ON-STREET ACCESSIBLE PARALLEL PARKING SPACES MUST BE LOCATED AT THE BEGINNING OR AT THE END

OF THE BLOCK OR ADJACENT TO ALLEY ENTRANCES, PER FL SS 553.5041(5)(d). 6. DISTANCE FROM PARKING STALL TO DRIVEWAY ON SIDE STREET OPPISTE FROM FIRE STATION ENTRANCE

SHALL BE A MINIMUM OF 75 FEET.

REVISIONS

BY DATE

SWB 06/05

SWB 03/06

SWB 09/07

CIT Y S TAN DAR D S

ilL


SCALE: N.T.S.

ACCESSIBLE PARALLEL PARKING IN

PUBLIC RIGHT OF WAY DETAIL APPROVED BY: DATE: APRIL 2004

~B.~ DIRECTOR

DWG. No.

S60-30

----ROW ROW - Jz - - -

SEE NOTE1:~OEWALK -r--_.?~==--~:ttIZ~IJ:II:m'~IIIIJ:~;;· ~~, bmllIIIlJI::::;;:~'=--~="~?;---- ACCESS SIGN, TYP.

~

-l

~ -l

Il1 -l -l « « t- t-

W (f) (f) t-o 0

~ 0 z ~ ~

w « « w 0 0 (f) z z

« ~

« t- t-(f) (f)

- -I .. 12' .. I .. 5' .. I .. 12' .. I MIN. MIN. MIN.

2 ACCESSIBLE PERPENDICULAR PARKING SPACE WITH ACCESS AISLE

FOR ROW GREATER THAN 14' FROM THE BACK OF CURB (7)

ROW _.~)~~. L--. ROW ~, ,__ . 1____ SIDEWALK SEE NOTE 6 ~ __ , __ .. ACCESS SIGN, TYP.

~

SEE NOTE 1,.-/

~ -l

FOOT: CR 3, -l « TYPE SHOWN t-

(f)

-l -l

Il1 « t-

w (f) t-

~ 0 ~ « 0 z

/ « t-(f)

o 0 z ~ « w 0 w z (f) « t-(f)

'--- -I .. 12' .. I .. 5' .. I .. 12' .. I MIN. MIN. MIN.

2 ACCESSIBLE PERPENDICULAR PARKING SPACE WITH ACCESS AISLE

NOTES: FOR ROW LESS THAN 14' FROM THE BACK OF CURB (7)

1. ALL RAMPS TO BE IN ACCORDANCE WITH CITY STANDARDS, SEE STANDARD DETAIL-TYPE I, II, & III SIDEWALK CURB RAMP AND DETECTABLE WARNING SURFACES OR FOOT INDEX 304.

2. DIMENSIONS FROM FACE OF CURB TO THE C/L OF PAVEMENT MARKINGS. 3. FOR SIGNAGE AND PAVEMENT MARKINGS, SEE CITY STANDARD DETAIL-MISCELLANEOUS SIGNAGE FOR

ACCESSIBLE PARKING IN PUBLIC RIGHT OF WAY. 4. ALL ACCESSIBLE SPACES MUST HAVE DISABLED SIGNAGE. 5. FOR MINIMUM DIMENSIONS SEE CITY CODE 29-197, ILLUSTRATION 8, PARKING STANDARDS. 6. HAND RAIL OR OTHER PROTECTIVE DEVICE IS REQUIRED WHEN RAMP IS PARALLEL OR ABUTS ADJOINING

PEDESTRIAN PATH. 7. FOR INSTALLATIONS OF ONLY ONE PERPENDICULAR PARKING SPACE, THE ACCESS AISLE AND RAMP SHALL

BE CONSTRUCTED ON THE RIGHT SIDE (PASSENGER SIDE) OF THE SPACE, WHEN FEASIBLE.

C I REVISIONS

I BY DATE I

I I

SWB 06/05

T Y

~ Ile ~ ~

I ]

I

I

S TAN DAR D S ACCESSIBLE PERPENDICULAR

PARKING IN PUBLIC RIGHT OF WAY DETAIL

SWB 03/06 APPROVED BY: ENGINEERING DEPARTMENT t // J1 ,1 DATE: APRIL 2004

I--_S_W_B_+-_O_9_1_07_+-_C_IT_Y_Of_ST_._P_E_TE_R_S_B_U_RG_---1 ~ 6. 1J~lvJc.-SCALE: N. T.S. DIRECTOR

DWG. No.

S60-31

NOTES:

ROW----- -----ROW

~==~~x::c:tIIIIIIIIII~db:mIIlIIJ:~~=::;;::=:r= ACCESS SIGN, TYP.

t.O

~ o z w w If)

*-DIMENSIONS @ 45' I 17'-0" 17'-0" *-DIMENSIONS @ 60' .. 14'-0" 14'-0"

2 ACCESSIBLE ANGLE PARKING SPACE WITH ACCESS AISLE

FOR ROW GREATER THAN 14' FROM THE BACK OF CURB (7) ROW ----..,.--r-- -----ROW

t.O

~ o z w w If)

SIDEWALK

FOR ROW LESS THAN 14' FROM THE BACK

17'-0" 14'-0"

ACCESS AISLE

OF CURB (7)

TYP.

1. ALL RAMPS TO BE IN ACCORDANCE WITH CITY STANDARDS, SEE STANDARD DETAIL-TYPE I, II, & III SIDEWALK CURB RAMP AND DETECTABLE WARNING SURFACES OR FOOT INDEX 304.

2. DIMENSIONS FROM FACE OF CURB TO THE C/L OF PAVEMENT MARKINGS. 3. FOR SIGNAGE AND PAVEMENT MARKINGS, SEE CITY STANDARD DETAIL-MISCELLANEOUS SIGNAGE FOR

ACCESSIBLE PARKING IN PUBLIC RIGHT OF WAY. 4. ALL ACCESSIBLE SPACES MUST HAVE DISABLED SIGN AGE. 5. FOR MINIMUM DIMENSIONS SEE CITY CODE 29-197, ILLUSTRATION 8, PARKING STANDARDS. 6. HAND RAIL OR OTHER PROTECTIVE DEVICE IS REQUIRED WHEN RAMP IS PARALLEL OR ABUTS ADJOINING

PEDESTRI AN PATH. 7. FOR INSTALLATIONS OF ONLY ONE ANGLE PARKING SPACE, THE ACCESS AISLE AND RAMP SHALL BE

CONSTRUCTED ON THE RIGHT SIDE (PASSENGER SIDE) OF THE SPACE, WHEN FEASIBLE.

REVISIONS

BY DATE

SWB 06/05

SWB 03/06

SWB 09/07

CIT Y

~ 7lL ~ ~

J I I I

S TAN 0 A R 0 S ACCESSIBLE ANGLE

PARKING IN PUBLIC RIGHT OF WAY DETAIL


~d.Llk DATE: APRIL 2004



PARALLEL PARKING

N N

PERPENDICULAR ANGLE PARKING PARKING

NOTES: 1. ALL LINES TO BE 6" IN WIDTH 2. BLUE PAVEMENT MARKINGS SHALL BE

TINTED TO MATCH SHADE 15180 OF THE FEDERAL STANDARDS 5950.

3. 3-6" WHITE CHEVRONS EQUALLY SPACED WITH WHITE BORDER FOR ACCESS AISLE.

PAVEMENT MARKINGS

c

-11 .. 4" E/W

OPTIONAL PAVEMENT MARKINGS

USE OF PAVEMENT SYMBOL IN ACCESSIBLE PARKING SPACES IS OPTIONAL. WHEN USED, THE SYMBOL SHALL BE 5' OR 3' HIGH, AND WHITE IN COLOR.

UNIVERSAL SYMBOL OF ACCESSIBILITY

CIT Y REVISIONS

BY DATE

SWB 06/05

ill I

12"

PARKING BY DISABLED

PERMIT ONLY

BLANK SIZE: l'xl'-6" RADII: 1-1/2" BORDER: 3/8", INSET 3/8" TEXT: 1-1/4", SERIES "c"

ABUT SIGNS

COLOR: TOP BOTTOM BACKGROUND- BLUE WHITE LOGO AND BORDER- WHITE BLACK POST: GALVANIZED CHANNEL FINISHED GRADE

ACCESSIBLE SIGN SIGN POST

BLANK SIZE: 1 'x6" RADII: 1-1/2" BORDER: 3/8", INSET 3/8" $250 FONT: ARIAL BLACK REG. @ 1.75" FINE FONT: HIGHWAY "E" @ 1.25" WHITE BACKGROUND WITH BLACK FONT AND BORDER

FINE AMOUNT SIGN

= lO

STANDARD SIGNAGE

BLANK SIZE: 1 'x6" RADII: 1-1/2" BORDER: 3/8", INSET 3/8" FONT: SERIES "c" @ 2-1/4" BLUE BACKGROUND WITH WHITE FONT AND BORDER

BLANK SIZE: 1 'x6" RADII: 1-1/2"

TIME LIMIT SIGN

BORDER: 3/8", INSET 3/8" FONT: SERIES "c" @ 1" WHITE BACKGROUND WITH RED FONT AND BORDER

lO

TOW AWAY ZONE SIGN

SUPPLEMENTAL SIGNAGE

S TAN DAR D S

12"

( $250 FINE

12"

12"

TOW AWAY ZONE

)

MISCELLANEOUS SIGNAGE FOR ACCESSIBLE PARKING IN

PUBLIC RIGHT OF WAY DETAIL APPROVED BY: SWB 03/06



DATE: APRIL 2004

~/3·tJ~ DWG. No.


DRAWING NUMBER

S60- 2

S60- 3

S60- 4

S60- 5

S60- 6

S60-10

S60-11

S60-12

S60-20

S60-21

S60-22

S60-30

S60-31

S60-32

S60-33

REVISIONS

BY DATE

SWB 06/04

SWB 03/06

SWB 09/07

SWB 04/08

DRAWING TITLE

ALLEY SPEED HUMP

SPEED HUMP

SPEED STRIP HUMP

RAISED INTERSECTION PLAN

RAISED INTERSECTION SECTION VIEWS

SPEED PLATEAU

BRICK PLATEAU PLAN

BRICK PLATEAU SECTION VIEWS

PLAN VIEWS FOR TYPE "A", "B", AND "c" CENTER MEDIANS

PAVED OR BRICK ROADWAY WITH CENTER MEDIAN

TYPICAL CENTER MEDIAN SECTION VIEWS

ACCESSIBLE PARALLEL PARKING IN PUBLIC RIGHT OF WAY

ACCESSIBLE PERPENDICULAR PARKING IN PUBLIC RIGHT OF WAY

ACCESSIBLE ANGLE PARKING IN PUBLIC RIGHT OF WAY

MISCELLANEOUS SIGNAGE FOR ACCESSIBLE PARKING IN PUBLIC RIGHT OF WAY

CIT Y S TAN DAR D S

REVISION DATE

03/06

03/06

03/06

NEW

03/06

03/06

03/06

03/06

03/06

09/07

09/07

09/07

09/07

I ~ I I IlL I I ~ I I ;W I

TRAFFIC DETAILS INDEX


SCALE: N.T.S.

APPROVED BY:

N/A DIRECTOR

DATE: AUGUST 2002

DWG. No.

S60-INDEX

DRAWING NUMBER

S70-21

S70-22

S70-23

S70-24

REVISIONS

BY DATE


TYPE A WINDOW BRIDGE RAILING NEW

TYPE B WINDOW BRIDGE RAILING NEW

TYPE C WINDOW BRIDGE RAILING NEW

TYPE D WINDOW BRIDGE RAILING NEW

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

I I BRIDGE ~ I [lL I I ~ I DETAILS INDEX I ~ I

APPROVED BY: DA TE: OCT. 2006 ENGINEERING DEPARTMENT CITY of ST. PETERSBURG N/A DWG. No.


12" 6"

" .I

"'-",,-// ~ h)

to b > \ I I n N

/V~"'- V '" / """

j I £ TOP OF SIDEWALK ~

r-......

TYPICAL SECTION VIEW TYPICAL WINDOW

END BENT PILASTER, TYPICAL

SPAN PILASTER, TYPICAL ~

00 00 000000 00 00 APPROX. 1/3 SPAN LENGTH APPROX. 1/3 SPAN LENGTH APPROX. 1/3 SPAN LENGTH I


C I T Y S TAN DAR D S REVISIONS TYPE A WINDOW I ~ I

BY DATE I [l[ I I ~ I BRIDGE RAILING DETAIL I ~ I

APPROVED BY: DATE: OCT. 2006 ENGINEERING DEPARTMENT CITY of ST. PETERSBURG '1fknu.o (1. ~ DWG. No.


12" 6"

, ..... - ..... ",,- // / ~ ~

( / \

t '0 <D I I .., N

/V~" V '" V "" j I I TOP OF SIDEWALK ~

r--.....




DO oD oDDDoD 00 DD APPROX. 1/3 SPAN LENGTH APPROX. 1/3 SPAN LENGTH APPROX. 113 SPAN LENGTH


C I T Y S TAN DAR D S REVISIONS TYPE B WINDOW I ~ I

BY DATE I fl.[ I I ~ I BRIDGE RAILING DETAIL I rIDF I

APPROVED BY: DATE: OCT. 2006 ENGINEERING DEPARTMENT

~~.11t-CITY of ST. PETERSBURG DWG. No.


12" 6"

" I

"I'-. // " /

'" V

<0 '0 > I I > ~ N

VV

""""

V " / " j I I TOP OF SIDEWALK ~

r--....




DD DO DDDDDO DO DD I APPROX. 1/3 SPAN LENGTH APPROX. 1/3 SPAN LENGTH APPROX. 1/3 SPAN LENGTH I


C I T Y S TAN DAR D S REVISIONS TYPE C WINDOW I ~ I

BY DATE I lEe I I ~ I BRIDGE RAILING DETAIL I ~ I


~{j~~ CITY of ST. PETERSBURG DWG. No.


12" 6"

" "",,-//

~ I f\ ~ /1

: 0 CD I I

't-1 N

VV ......... " V "-

V "" J I I TOP OF SIDEWALK ~

r--.....




00 00 000000 00 00 APPROX. 1/3 SPAN LENGTH APPROX. 1L3 SPAN LENGTH APPROX. 1/3 SPAN LENGTH I


C I T Y S TAN DAR D S REVISIONS TYPE D WINDOW I ~ I

BY DATE I II[ I I ~ I BRIDGE RAILING DETAIL I ~ I


8~ CITY of ST. PETERSBURG ~ DWG. No.


DRAWING NUMBER

S70-21

S70-22

S70-23

S70-24

REVISIONS

BY DATE


TYPE A WINDOW BRIDGE RAILING NEW

TYPE B WINDOW BRIDGE RAILING NEW

TYPE C WINDOW BRIDGE RAILING NEW

TYPE D WINDOW BRIDGE RAILING NEW

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

I I BRIDGE ~ I [lL I I ~ I DETAILS INDEX I ~ I

APPROVED BY: DA TE: OCT. 2006 ENGINEERING DEPARTMENT CITY of ST. PETERSBURG N/A DWG. No.


Documents

DRAWING REVISION NUMBER TITLE DATE ~ i engineering department city of st. petersburg scale: n.t.s. ... b/w b/l or ~ c c and g cb cbm cf ci cip cipl ci/ft cl c/l or