HomeMy WebLinkAboutCelery Key Subdivision (A) Site DevelopementCONSTRUCTION PLANS
PARCEL I. ID . # 29- 1 9 - 3 1 -
CITY OF qANFORD
SEMINOLE COUNTY, FLORIDA
NOVEMBER 15, 2004
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LOCATION MAP
N.T.S.
i
OE300
Cit of Snrdford
'linw:P%
, 'urn2ing Department
Plans
Approved
A(sptov;� t i.alq ti 0:
1. AJ1 Co wr:ricctiCN1-WYOS=T ; O currl nt City of S.mr`ord Codes, Land Developmcrit Regular#eftsand
as ,rte y app Iy.
2. Waxy mcmr is R-equired t< obtain ai-id amip aitt :111 peMtS on site (City, Comity, SJR'+ MD,
FDIC F' lv JOT ACOS) as applicable,
3. Contractor MUST call City of Sanford is ril:iing Depattfnent (330-5656) for final inspection,
pr -1 is occupancy.
4. C:cil Sm -thine 1-800-432-4770 for futility 8oc3a..s prior to a3 y construction.
5. Building per�iit is rejuired for any above g fcun:; si uctum winch shall include any development
bfcfter scrater walls or enol o -sures.
6. Site develops -hent plan zippro=ray shall b.ecorrt invaffld witess a building petmtt is obtained within
rii:•elve (12)ozonflis of is-cance.
7. Tnih'rc into r untion sh ii `e leapt at a rni:r;inunn arA in ,cccor. ktnce with the MANUAL ON
UNIFORM TRAM, C CONT ROL lr`�`J Cv , and FDOT Roadway and Traffis. Design
Standards. h40T Flan to be subtriditted to er,inw ng l4 days prior cv any suit or lane_ciosur4Ms
8. Contractor shall be resvonsibie for all OSHA requirements and the Florida Trench Safety Act.
1. All construction must meet all City of Sanford Codes and Land Development
Regulations.
2. All other permits required for this project must be obtained. An EPA Notice of Intent
(NO]) for Stormwater Discharge Associated with Industrial Activity Under an NPDES
Permit" must be filed with EPA for all sites which are one (1) acre and greater.
3. As-builts and Certificate of Completion from the engineer of record to be submitted
to the City prior to C.O.
4. All easements and right of way dedications, if any, must be conveyed to the City
prior to Site Development Permit issuance.
- o000
it1 tIYiI S AlEPA l49lr,-li.i': Chi (i:k' Sz: N"4)Rl'), CLOiL IaD A
T141S APPROVAL IS SUBJECT TO SFTCIFIC CONFORUAA\CL TO THE CITYOFa
SANFORD LAND DEVELOPMENT COi7L ,AND .ANY SPE-CIAL si'F.r UIREMENTS
OF THE CITY COMMISSION. IT SHALL r'F- TIIE RESP ONSI"EfH.,! 'Y OF THE
DEVELOPER TO CORRECT ANY DEFECTS IN THE N -ANS OR THE. FACILITY
AS CONSTRUCTED WHICH RESULT'S IN A FAILURE O ,SMe:ET AP IACAuf E
CODE REQUI'RIMENTS. ADIM INIS RATiVE ArCE PTANCE OF TI -IE
DEVELOPER'S PLANIS DOES NOT CONSTITUTE A WAIVER OF ANTY Col),.'
REQUIREMENTS NOR DOES IT RELIEVE THE DEV9 LOf'ER 0
RESPONSIBILITY TO MEET THOSE RP'QUIR1.",1EN'TS. THIS SPLCIFic,
APPROVAL IS L�1? C A PERIOD OF O ,rC 0' AR 'r FROM, 'THE DATE BELOW"
APPROVE BY: _ _ __ 4a
:~
DATE:
SPECIFIC CONDITIONS:
MERA PROJECT #0107.71
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PROJECT
TEAM
DEVELOPER
PLANNERS - LANDSCAPE ARCHITECTS
DR HORTON
MILLER, EINHOUSE, RYMER & BOYD
5850 T.G. LEE BLVD. SUITE 600
500 WINDERLEY PLACE, SUITE 100
ORLANDO, FLORIDA 32822
MAITLAND, FL. 32751
PH. 407.838.9101 FX. 407.857.9228
PH. 407.838.8041 FX. 407.838.8047
BARRY RYMER, R.L.A.
CIVIL ENGINEERS
MILLER, EINHOUSE, RYMER & BOYD
500 WINDERLEY PLACE, SUITE 100
GEOTECHNICAL
UNIVERSAL ENGINEERING SCIENCES
MAITLAND. FL 32751
PH. 407.838.8041 FX. 407.838.8047
3532 MAGGIE BOULEVARD
ORLANDO FL 32811
GEOFFREY L. SUMITT, P.E.
SURVEYING
PH. 407.423.0504
MR. KEN DERRICK, P.E.
MERA PROJECT #0107.71
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ABBREVIATIONS EXISTING SYMBOLS PROPOSED SYMBOLS
A F P LINES LINES STOR DRAIN
A AREA F&C FRAME AND COVER PC POINT OF CURVATURE
AB ANCHOR BOLT FD FLOOR DRAIN PCC POINT OF COMPOUND CURVATURE
ABD ABANDON(ED) FDN FOUNDATION PEP POLYETHYLENE PIPEf 100 LINEAR FEET STORM PIPE
AC ACRE(S) FDOT FLORIDA DEPARTMENT PFGP PROFILE GRADE POINT - --------_----....-_w.._!_ ____ .. / ' .: 100 LF STS 24 RCP @ 0.20%
(
AC -FT ACREFOOT/FEET OF TRANSPORTATION PI POINT OF INTERSECTION CENTER LINE -'- - BUILDING LINE 24 REINFORCED CONCRETE
BOUNDARY PIPE @ 0.20%
ACP ASBESTOS CEMENT PIPE FF FINISHED FLOOR P/L PROPERTY LINE
ADDL ADDITIONAL FG FINISHED GRADE POB POINT OF BEGINNING A'
ADT AVERAGE DAILY TRAFFIC FH FIRE HYDRANT POJ PUSH ON JOINT ... {=' WIRE FENCE _ CONTOURS UD 6 PVC
AL ALUMINUM F&I FURNISH AND INSTALL PP POWER POLE
...............
CONSERVATION UNDERDRAIN 6" PVC PIPE
ALT ALTERNATE FIG FIGURE PR PHONE RISER SETBACK
AM BEFORE NOON FIN FINISHED PRC POINT OF REVERSE CURVATURE
CHAIN LINK FENCE . —F • -- ---
AMP AMPERE(S) FIT FITTING PRESS PRESSUREI..-..-.._,...........•._._......................._RAILROAD TRACKS...__r...................__...,..,........... DRAINAGE FLOW DIRECTION
APPROX APPROXIMATE FL FENCE LINE PROJ PROJECT
CENTER
ARV AIR RELEASE VALVE FLR FLOOR PROP PROPOSED
ARVV AIR RELEASE VACUUM VALVE FLEX FLEXIBLE PRVC POINT OF REVERSE VERTICAL CURVE.... -------- -----"- 3 fi — - GAS MAIN
ASPH ASPHALT FLG FLANGE PSF POUNDS PER SQUARE FOOT WOOD FENCEmA
ASSY ASSEMBLY FM FORCE MAIN PSI POUNDS PER SQUARE INCH o — CHAIN LINK FENCE FDOT INLET TYPE 1
AVE AVENUE FND FOUND PT POINT OF TANGENCY ..................._..._.._.............. UNDERGROUND -------- FDOT INLET TYPE 2
AVG AVERAGE FPH FEET PER HOUR PVC POLYVINYL CHLORIDE GUARDRAIL
AZ AZIMUTH FPM FEET PER MINUTE PVMT PAVEMENT ELECTRIC 81 CONTOUR
B FPS FEET PER SECOND PWR POWER 80
FT FEET/FOOT
EXISTING PLATS <`:: _._..... UNDERGROUND
BFP BACKFLOW PREVENTER FTG FOOTING � -�� �-° -� - ���
BL BASELINE G Q R Lo A TELEPHONE EASEMENT FDOT INLET TYPE 3
BLDG BUILDING
BLVD BOULEVARD GA GAUGE R RADIUS:::::::::::::::::::::.:::::-:::f:::::::_:::::::z:::.::::?:::si::::a>::::z: RETAINING WALL
BM BENCH MARK GAL GALLON RCP REINFORCED CONCRETE PIPE OVERHEAD x x x — FENCE FDOT INLET TYPE 4
BND BOUNDARY GALV GALVANIZED RCPA REINFORCED CONCRETE PIPE ARCH ELECTRIC
BO BLOWOFF GM GAS MAIN RD ROAD R/W
BOC BACK OF CURB GPD GALLONS PER DAY RDY ROADWAY RIGHT-OF-WAY LINE.._____......
BOT BOTTOM GPH GALLONS PER HOUR RED REDUCER OVERHEAD GUARDRAIL i FDOT INLET TYPE 5
BRG BEARING GPM GALLONS PER MINUTE REF REFERENCE TELEPHONE
BS BOTTOM OF SLOPE GPS GALLONS PER SECOND REINF REINFORCED) SHORELINE
BV BUTTERFLY VALVE GR GUARD RAIL Q
__...........................�......._..".........:::::.::::r.:::._:::r:�.._.._.._.._ UNDERGROUND
FDOT INLET TYPE 6
GRD GROUND/GRADE REV REVISE/REVISION LOT LINE
GSP GALVANIZED STEEL PIPE RPM REVOLUTIONS PER MINUTE CABLE TELEVISION
C GV GATE VALVE RR RAILROAD ........... ...... _...- _- -.
SWALE
CAP CAPACITY GV&B GATE VALVE AND BOX RT RIGHT - .... EASEMENT P/L MANHOLE
CB CATCH BASIN GW GUY WIRE RV RELIEF VALVE PROPERTY LINE
CC CENTER TO CENTER GWT GROUND WATER TABLE R/W RIGHT-OF-WAY
CEM CEMENT RWM REUSE WATER MAIN
CF CUBIC FEET H S AN �A��
MITERED END SECTION
CFM CUBIC FEET PER MINUTE HB HOSE BIBB S ^ ^ ^ ^ ^ RETAINING WALL
CFS CUBIC FEET PER SECOND HDPE HIGH DENSITY POLYETHYLENE S SOUTH
C&G CURB AND GUTTER HDW HARDWARE SAN SANITARY SEWER R/W SLOPE DIRECTION ARROW
CI CAST IRON HORIZ HORIZONTAL SB SPLASH BLOCK SANITARY SEWER LINE
•,tt��<.<:.,ry_::..»��>-4=<>>��' ................ , .................... FORCE MAIN RIGHT-OF-WAY LINE FOR POND SIDE SLOPE
GIP CAST IRON PIPE HP HORSEPOWER SCH SCHEDULE I :y
CJ CONSTRUCTION JOINT HR HOUR SD SIDE DRAIN
C L CENTER LINE HT HEIGHT SDN SHELF DRAIN 100.00 / E CLEANOUT �;.�= p SPOT ELEVATION
CLP CONCRETE LIGHT POLE HW HEADWALL SE SOUTHEAST' s MANHOLE SETBACK LINE
CLR CLEAR/CLEARANCE HWL HIGH WATER LEVEL SEC SECONDS
CLS CLASS HWY HIGHWAY SECT SECTION ■
CM CONCRETE MONUMENT HYD HYDRAULIC SH SHEET ATE R A RE 1f T S E TnTAFj E R STORM INLET
CMP CORRUGATED METAL PIPE SHGWT SEASONAL HIGH GROUND WATER TABLE JJ�� �(, REUSE WATER'
JV SHORELINE
CMPA CORRUGATED METAL PIPE ARCH I SIM SIMILAR
CND CONDUIT 1-4 INTERSTATE HIGHWAY S/L SETBACK LINE
CO. COUNTY IA INTERSECTION ANGLE SL SLOPE V SWALE
CO CLEANOUT ID INSIDE DIAMETER SM SHEET METAL WATER MAIN 6" PVC PIPE `>";E WATER VALVE
COL COLUMN IF INSIDE FACE SPEC SPECIFICATIONS) £ ` `"Ion
COMP COMPLETE IN INCHES SQ SQUARE HIGH WAY & UTILITIES
CONC CONCRETE INL INLET SQ IN SQUARE INCHES) TREE LINE
CONN CONNECTION INS INSERT SQ FT SQUARE FOOT/FEET REUSE WATER MAIN jf FIRE HYDRANT
CONST CONSTRUCT(ION) INST INSTALL SQ YD SQUARE YARD(S)
CONT CONTINUOUS IP IRON PIPE SR STATE ROAD
COORD COORDINATES) IR IRON ROD SS STAINLESS STEEL BACKFLOW PREVENTOR WATER METER 0 BOUND CORNER
COR CORNER INT INTERSECT/INTERSECTION ST STREET f
CPLG COUPLING INV INVERT STA STATION SANITARY
CPP CONCRETE POWER POLE STD STANDARD - - - -- -
CS CONTROL STRUCTURE STL STEEL
CTG
CTG COATING JB JUNCTION BOX STR STRUCTURE STORM DRAIN _ = CONCRETE
CTR CENTER JCT JUNCTION CTS STORM SEWER 100 LF SAN 8 PVC 0,40% 100 LINEAR FEET
CTV CABLE TELEVISION JST JOIST SUP SUPPORT
CULV CULVERT JT JOINT SUSP SUSPEND/SUSPENSION SANITARY 8" PVC 520
CY CUBIC YARD SVC SERVICE
PIPE C� 0.40% SLOPE COUNTY ROADS
CYL CYLINDER L '' STORM SEWER FDOT TYPE 1 INLET
SW SOUTHWEST �
L LENGTH SWK SIDEWALK CLEANOUT 9CI1
D LAT LATITUDE SYM SYMBOL(S)
DETAIL REFERENCE
DBL DOUBLE LATL LATERAL SYMM SYMMETRICAL FDOT TYPE 2 INLET 24
DEG OR DEGREE LB POUND SYS SYSTEM
`' MANHOLE - =' � DOUBLE SANITARY
DEFL DEFLECT(ION) LF LINEAR FEET/FOOT T --
DEPT DEPARTMENT LG LONG I SERVICE DUMPSTER PAD
DET DETAIL LIM LIMITS) T TANGENT '... MITERED END '" .t. FDOT TYPE 3 INLET
DHWL DESIGN HIGH WATER LEVEL LP LIGHT POLE TB TLIRFBLOCK FM 4 PVC FORCE MAIN FF -9&76
DI DUCTILE IRON LONG LONG T&B TOP AND BOTTOM FINISHED FLOOR ELEVATION
DIA DIAMETER LT LEFT TBM TEMPORARY BENCH MARK 4" PVC PIPE TYPE A W/ FHA LOT TYPE
DIAG DIAGONAL LWL LOW WATER LEVEL TC TIME OF CONCENTRATION STORM INLET FDOT TYPE 4 INLET
DIM DIMENSION ^ TD TRENCH DRAIN
DIP DUCTILE IRON PIPE ��/� TDH TOTAL DYNAMIC HEAD MANHOLE
GUY POLE
DISCH DISCHARGE MAINT MAINTENANCE TECH TECHNICIAN/TECHNICAL
DIST DISTANCE MATL MATERIAL TEMP TEMPORARY FDOT TYPE 5 INLET
FDOT TYPE 6 INLET I
DMH DROP MANHOLE MAX MAXIMUM TL TERMINAL LAMPHOLE WATER Q s � �j �J S �j WATER DN DOWN MECH MECHANICAL TOB TOP OF BANK �(, �`�, HANDICAP PARKING
DRN DRAIN ME MITERED END TOC TOP OF CURB H I TATAV T �j �j
DWG DRAWING MFR MANUFACTURER TOS TOE OF SLOPE "WAY I� J�
DWYDRIVEWAY MGD MILLION GALLONS PER DAY TOT TOTAL WM 6 PVC WATER MAIN 6" g5 INTERSTATE ROADS
E MH MANHOLE TS TOP OF SLOPE
MHC MANHOLE COVER TWP TOWNSHIP ;..3,.::": PVC PIPE
TYPICAL CAL
BENCHMARK GUY POLE .:{:.a':f:.'f 1 t BRICK PAVERS 11 1/2' BEND
E EAST MHWL MEAN HIGH WATER LEVEL TYP �..
EA EACH MIN MINIMUM
EC EDGE OF CONCRETE MISC MISCELLANEOUS LIGHT POLE
ED ENERGY DISSIPATOR MJ MECHANICAL JOINT UD UNDERDRAIN ng 22 1/2' BEND
EF EACH FACE MLP METAL LIGHT POLE UG UNDERGROUND RECOVERED 4x4 CM WOOD UTILITY POLE DIRT ROAD
EFF EFFLUENT MLWL MEAN LOW WATER LEVEL LION UNLESS OTHERWISE NOTED 45° BEND SIGNS
EG EXISTING GRADE MON MONUMENT UTC UNDERGROUND TELEPHONE CABLE
EA EASEMENT LINE MPH MILES PER HOUR 1111P CONCRETE UTILITY POLE 8" MAPLE TREE16 15
ELB ELBOW MSL MEAN SEA LEVEL V SET 4x4 CM `
" 90° BEND
ELEC ELECTRIC MTG MOUNTING VB VALVE BOX 21 22 SECTION CORNER
ELEV ELEVATION VC VERTICAL CURVE ELECTRIC MANHOLE 8 OAK TREE
TEE
iIi
ELLIP ELLIPSE/ELLIPTICAL VCP VITRIFIED CLAY PIPE �� SET IRON ROD
ENC ENCASEMENT NORTH NORTH VERT VERTICAL
ENG ENGINEERING) N NORTH VPC VERTICAL POINT OF CURVE : rjQ STATE ROADS
EOP EDGE OF PAVEMENT NA NOT APPLICABLE VPI VERTICAL POINT OF INTERSECTION TELEPHONE MANHOLE :r;:. 8 PINE TREE } CROSS
EQ EQUAL/EQUATION N&C NAIL AND CAP VPT VERTICAL POINT OF TANGENCY 0 RECOVERED IRON ROD
EQUIP EQUIPMENT NE NORTHEAST CHECK VALVE cDcDcDcxDcKD SILT FENCE
EQUIV EQUIVALENT NG NATURAL GROUND W TELEPHONE RISER 8" PALM TREE �—
ESMT EASEMENT NIC NOT IN CONTRACT W WEST
EST ESTIMATE NO OR # NUMBER W/ WITH1 CONCRETE / -�� DOUBLE DETECTOR TRAFFIC FLOW
......................... ELECTRIC BOX ;:;>,:
EW EACH WAY NOM NOMINAL WM WATER MAIN ? ` 8 MISC. TREE CHECK VALVE
EWL ENDWALL NTS NOT TO SCALE W/o WITHOUT TRANSFORMER PAVEMENT MARKING
EXC EXCAVATE/EXCAVATION NW NORTHWEST WP WATER/WEATHER PROOF DOUBLE WATER
EXIST EXISTING NWL NORMAL WATER LEVEL WPP WOOD POWER POLE COUNTY ROADS WELL
EXP EXPAND/EXPANSION WS WATER SURFACE SERVICE �Q� UTILITY POLE
EXT EXTEND/EXTENSION O WSWT WET SEASON WATER TABLE
OC ON CENTER WT WEIGHT INTERSTATE ROADS GATE VALVE
MONITORING WELL BLDG OR STRUCTURE
OD OUTSIDE DIAMETER WV WATER VALVE w
OE OR EQUAL WWF WELDED WIRE FABRIC FIRE HYDRANT
OPNG OPENING WWM WELDED WIRE MESH
OPP OPPOSITE�/ STATE ROADS DUMPSTER
ORCP OVAL REINFORCED CONCRETE PIPE
OS OUTFALL STRUCTURE YD YARD O METER TYPE F CURB & GUTTER
OVFL OVERFLOW YR YEAR "R RR CROSSING SIGN
OVHD OVERHEADWOOD AND OR METAL
MISC LIGHT POL D REDUCER
AND MIAMI CURB
&
&AT -- RR CROSSING GATE
A DELTA CONCRETE LIGHT POLE Q BLOWOFF
pNNO BACKFLOW 901 CROSS SECTION DETAIL
TRAFFIC SIGNAL POLE PREVENTER 24
YARD LIGHT
SATALITE DISH \2JSAMPLE POINT
MISCELLANEOUS SIGN 0 UNDERDRAIN CEANOUT
:: ............. GUY WIRE
16 15 UD 6 PVC UNDERDRAIN 6"
21 22 SECTION CORNER PVC PIPE
HANDICAP PARKING
EDGE OF PAVEMENT REUSE WATER SYSTEM
W/O CURB . _;:< SPOT ELEVATION CONNECTION
- EDGE OF PAVEMENT DOUBLE REUSE
W/CURB WATER SERVICE
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SCALE:
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PROJECT NO:
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DRAWN BY: ��/CC
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PROJECT NO:
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DRAWN BY: ��/CC
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SITE DATA
SITE IS LOCATED IN SECTION 29, TOWNSHIP19 , RANGE 31 , CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA
CURRENT SITE ZONING: SF -1
TOTAL SITE ACREAGE 5.38 AC.
TOTAL AREA TO BE DISTURBED 1.45 AC.
TOTAL PROPOSED IMPERVIOUS AREA 0.32 AC.
EXISTING USE: VACANT/AGRICULTURAL
PROPOSED USE: POOL AND PARK
NO CONSTRUCTION WITHIN 100YR. FLOOD PLAIN IS PROPOSED.
PARK AND POOL AREA WILL BE DEDICATED TO MANDATORY H.O.A.
WATER, SANITARY SEWER DISPOSAL SERVICES WILL BE PROVIDED BY CITY OF SANFORD. -
PROJECT TO BE CONSTRUCTED IN ONE PHASE. - NO WETLANDS OR CONSERVATION EASEMENTS/AREAS EXIST ON THE PROPOSED PARCEL, Q
THE PROPOSED LIFT STATION WILL BE PRIVATELY MAINTAINED,
ABUYERS OF LOTS ADJACENT TO THE PARK WILL BE INFORMED, PRIOR TO THE PCO
PURCHASE OF THE LOTS, THAT A COMMUNITY PARK IS PROPOSED BEHIND
THEIR LOTS.
QSOLID WASTE TO BE HANDLED BY CURBSIDE PICKUP. NO DUMPSTER-
ENCLOSURE IS PROPOSED FOR PARK AREA.
H.C. PARKING SIGN
.5 CONCRETE H.C. RAMP
12'X 20' H.C. PARKING STALL
/- (TyP)
" RIBBON CURB
PEDESTRIAN WARNING SIGN
W11-2
16' PAVEMENT
PEDESTRIAN WARNING SIGN
IO'R`. A2 (W11-2)
t �
24" WHITE THERMO-
`SPLASTIC STOP BAR
ii
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CONCRETE PAVER
GRASSED PARKING AREA
10' X 20' PARKING
STALL (TYP)
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
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DATE:
8/20/04
SCALE:
1"=20'
PROJECT NO:
107.71
DRAWN BY:
WCC
DESIGNED BY:
WCC
CHECKED BY:
GLS
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DATE:
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SCALE:
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PROJECT NO:
107.71
DRAWN BY:
WCC
DESIGNED BY:
WCC
CHECKED BY:
GLS
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A2EXISTING 10' UTILITY EASEMENT LINE
100 E -ONE SEWER SYSTEM
12 LIFT STATION
TOP: 12.50
INV: 7.92
C.O.-
" I k
I Q�l C 1-1/4-- JA-- crW An Dwr
SANITARY SEWER
VIA
450 BENDS
00!!7
---CONNECT TO EXIST. SANITARYSERVICE8t
PLACE CHECK VALVE AND ISOLATION i
VALVE UPSTREAM OF CONNECTION POINT
3/4" METER, BOX'TO BE H -J47;
RATED AND INSTALLED FLUt
WITH PAVEMENT
co
CONNECT TO EXIST. WATERMAIN
CONNECTION & 450 OVER TO
METER BOX
p TAP EXISTING WM AND ADD ON�
Vi
IA FIRE HYDRANT ASSEMBLY
A
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269LF 1"PVC WATERMAIN
It CAP
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FLOW PREVENTOR
1-1/2" METER
P"
30
BEND
21OLF OF 2"PVC REUSE MAIN
FOR IRRIGATION
" X 2" WET TAP EXISTING RWM
GRAPHIC SCALE
30 60
( IN FEET )
1 inch = 30 fL
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�..... • I L.:.......0........11 ■. ■. ■
L. .......0........11..- ,.
Sod
Sod 3
I� Looae 5011 Placed By
Shovel And Lightly
PLAN Compacted Along Upstream
Edge Of Bales.
Anchor Bales With 2 - 2" x 2"� 4'
Stakes Per Bale. Rail Post
1' Min. Recommended
ELEVATION
Spacing: Bale barriers for paved ditches should be spaced in accordance with
Chart -1, Sheet 1 of 3, Index No. 102
BARRIER FOR PAVED DITCH
Woven Filter Fabric In Absence Of
Established Grass (Approx. 12' x 12').
Secure Edges By Entrenching And
Now Extend Under Bags and Bales. Fabric
Shall Meet The Requirements Of
Sand Bag Section 985 Of The Standard
Specifications. Cost Of Fabric To Be
Included In The Contract Unit Price
5' Min- For Baled Hay Or Straw, TN -
03
° IL °t
v
3 50' On Centers { Typ. )
As Required-,
Anchor Bales With 2 - 2" x 2" x' 4AN Overlap Ends
Stakes Per Bole.
Fill Slope
ELEVATION
TO BE USED AT SELECTED SITES WHERE THE
NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE
° Flow
Bales To But°
o Anchor Boles With 2 - 2" x 2" x 4'
Stakes Per Bale.
PLAN Loose Soil Placed By Shovel And Lightly
6' Min Compacted Along The Upstream Edge Of Bales.
Fill Slope
ELEVATION
TO BE USED AT SELECTED SITES WHERE THE
NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE
BARRIERS FOR FILL SLOPES
-2 Loose Soil Placed By Shovel And Lightly I -2 Loose Soil Placed By Shovel And Lightly
Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bales.
Of Bales.
PLAN PLAN
Roll Post
T 1' Min. Recommen d 5' Typ 1' Mtn. Recomme ed
Anchor Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale.
Anchor Top Bales To Lower Bales With 2 - 2" x 2" x 4' Stakes Per BaAnchor Bales With 2 - 2" x 2" x 4' Stakes Per Bale
ELEVATION ELEVATION
Application and Spacing: The use of Types -7 & II bale barriers should be limited to the
conditions outlined in Chart I, Sheet 1 of 3, Index No. 102
TYPE 1r TYPE S
BARRIER FOR UNPAVED DITCHES
BALE[
6' THICK CONCRETE COLLAR
W/ NO, 4 REBARS ON ALL
SIDES SET FLUSH W/ FINISHED
PAVEMENT OR 1' ABOVE TOPSOIL
GRADE
TO GRAVITY
SEWER
PAVEMENT
PVC RISE
WYE BRANCH
N.T.S.
CAST IRON COVER (TRAFFIC BEARING)
GRASS/GROUND COVER
O
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W
^H,
L.L
a
PVC STOPPER WHEN CLEAN❑UT
IS AT END OF SERVICE LINE
CLEANOUT DETAIL
6» PAVEMENT
. -4.-
A. ' - A O A.
.. 1 BASE $"
I 4 A4 - '4
4 d
4 a e �_ 44 -'
4 .1
12" 12"
6 STABILIZED SUBGRADE
6"
COMPACTED SUBGRADE
RIBBON CURB
AY
Anchor Bales With 2 - 2" x 2" x 4'
Stakes Per Bale.
FV
"1111101111111101�
—
Ditch Ditch
Curb & GutterCurb & Gutter
PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET
PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
Post (Options 2" x 4" Or Optional Post Positions ----Principle Post Position
2 Min. Dia. Wood; Steell (Canted 20' Toward Flow)
1.33 Lbs/Ft. Min.) 6' Max. Filter Fabric (In01
r Conformance With
L Sec. 985 FDOT Spec.) >
o Filter Fabric
� o
o S in Silt Flow
N Do
ELEVATION SECTION
Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).
TYPE ANN SILT FENCE
- - Silt Flow
I y ® A
Note: Spacing for Type Fence to be in
' accordance with Chart Sheet 1 of 3
' and ditch installations at drainage
structures Sheet 2 of 3.
Type Silt Fence Protection Type --- Silt Fence
Type - - - Silt Fence Around Ditch Bottom Inlets.
Do not deploy In a manner that silt fences will act as a dam across p-rmonent flowing
watercourses. Silt fences are to be used at upland locations and turbidity barriers
used at permanent bodies of water.
AND SILT FENCES SILT FENCE APPLICATIONS
k
W
Li
SIDEWALK �.
1
WIDE
12:1
10' 17 5' RAMP f
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CCS \nNfl ]r-21
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+2C?.C. (TYP.) p��0V
QHLW
mm
4 "
2
X28@ 1708
C�07V @(�Do 0 2 T 9
1. THE SIGN'S FACE SHALL BE OF AN ENGINEERING GRADE
REFLECTORIZED MATERIAL,
2. ALL LETTERS ARE 1 INCH SERIES'C' PER THE MUTCD.
3. THE TOP PORTION OF THE SIGN SHALL HAVE A BLUE BACKGROUND
WITH A WHITE LEGEND AND BORDER,
4. THE BOTTOM PORTION OF THE SIGN SHALL HAVE A WHITE
BACKGROUND WITH Al BLACK OPAQUE LEGEND AND BORDER.
5. THE FINE NOTIFICATION SIGN SHALL HAVE A WHITE BACKGROUND
WITH A BLACK OPAQUE LEGEND AND BORDER.
6. ONE SIGN SHALL BE REQUIRED FOR EACH PARKING SPACE.
7. EACH SIGN SHALL HAVE A CLEARANCE OF 7 FEET FROM THE BOTTOM
OF THE SIGN TO FINAL GRADE OR THE TOP OF CURD, WHICH IS
GREATER. SIGNS $HALL NOT BE FARTHER THAN 5 FEET FROM THE
FRONT OF THE PARKING SPACE.
8. ALL SIGNS SHALL BE MOUNTED ON 3 POUND CHANNEL POSTS. SIGNS
MAY BE MOUNTED ON BUILDINGS WITH CITY APPROVAL.
DISABLED PARKING STANDARDS
z
LV
CITY OF SANFORD, FLORIDA
2000
FIG. PW -02
•
CITY OF SANFORD H.C. PARKING STALL DETAIL
CONCREi_ ..,.". .., ,
WOOD FLOAT FINISH SAW CUT
CONTRACTION JOINTS AT
5'O.C. MIN EXPANSION JOINT ZCOMPACTED SUBGRADE
AT 20"O.C. MIN.
CONCRETE WALK
N.T.S.
47,719±1-
1--7.406
47,75±0
38625U U
45.938±1-1
ELEVATION VIEW
5 LOOP - 7 BIKE CAPACITY
CHECK DESIRED MOUNT M
GRADE
SCHED 40 PIPE
MADRAX DIVISION
TRILARY, INC,
2700 LAURA LANE
MIDDLETON, WI 53562
P(800) 448-7931, P(608) 831-9040, F(608) 831-7623
WWW,MADRAX,COM, E-MAIL SALES@MADRAX,COM
GRADE
rr 3/8 ANCHOR RODL—TY13.
3 EA. 9/16' MHOLE 2 EA, 9/16' OHOLE
14MIN THRU HOLE 4;�_TYP,
"4 (INCLUDED BY MADRAX)
' ONCRETE
' RANULAR 5'247�� �--- 0,375-i--1 1--
4 . e- ,- : - ATIVE SOIL AG BOLT AG BOLT
ONCRETE ONCRETE
El IN GROUND MOUNT (1G) u SURFACE FLANGE MOUNT (SF) 1:1 SURFACE GUSSET MOUNT (SG)
SECTION VIEWS
PRODUCT H36-7-IG(SF,SG)
DESCRIPTION CHALLENGER BIKE RACK
7 BIKE, SURFACE OR IN GROUND MOUNT
DATE 8-5-02 NOTES,
ENG TLG 1, INSTALL BIKE RACKS ACCORDING TO MANUFACTURER'S SPECIFICATIONS,
CONFIDENTIAL DRAWING AND INFORMATION IS NOT TO DE COPIED 2. CONSULTANT TO SELECT COLOR(FINISH), SEE MANUFACTURER'S SPECIFICATIONS.
OR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF TRILARY, INC. , 3. SEE SITE PLAN FOR LOCATION OR CONSULT UWNER,
SPECIFICATIONS ARE SUPJECT TO CHANGE WITHOUT NOTICE. 4, SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE.
72002 TRILARY, INC. ALL PROPRIETARY RIGHTS RESERVED,
BIKE RACK
N.T.S.
17' TOTAL
16' PAVEMENT
1 1:7" TVr-)c C -z
6" RIBBON CURB
OUND
Iv .ry Ld r-\uL VVIYII P'\I�IL. Ll IL/ .7U/o hrAIj lV I —IUU
STABILIZE TO 75 PSI FBV
TYPICAL PAVEMENT CROSS SECTION
N.T.S.
17' TOTAL
16' PAVEMENT
1.5" TYPE S-3
ASPH CONC (TYP)
6" RIBBON CURB
GROUND
-SOIL CEMENT WITH 30OPSI MIN SEVEN DAY COMMPRESSIVE STRENGTH
10" SUBGRADE COMPACTED TO 98% AASHTO T-180
STABILIZE TO 75 PSI FBV
INVERTED PAVEMENT CROSS SECTION
N.T.S.
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DATE: 8/20/04
SCALE:
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PROJECT NO:
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DRAWN BY: W`'l••C
DESIGNED BY:
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CHECKED BY:
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DATE: 8/20/04
SCALE:
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PROJECT NO:
107.71
DRAWN BY: W`'l••C
DESIGNED BY:
WCC
CHECKED BY:
GLS
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DATE: 8/20/04
SCALE:
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PROJECT NO:
107.71
DRAWN BY: W`'l••C
DESIGNED BY:
WCC
CHECKED BY:
GLS
0
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SQUARE GIT mor TRENCH WIDTH VARIER REE NOTE 10
P�AVM�R °CrYT') W/ 301 OF PIPE
FIRMED GRADE � -
T2- MUL
WHEN FLEXIBLE PIG COMM iR
S OUT.
SEE NOTE 2 MINE MAY VARY
/r L•IP
>P ►�E 4
E
•� (TVP) olid
FILLI� ER.L
BEING ROCKPIPE BEDMNNO
a
MOM &39)
UNDISTURBED
NOTESs FARTH
1. PIPE BERN& SELECT COMMON FILL COMPACTED TO 9S% OF THE MAXIMUM DENSITY AS PER
AASHTO T-180.
2. TSH SAORFlLLa COMMON FILL COMPACTED TO 98X OF THE MAXIMUM M DENSITY AS PER AASHTD
IAFFEECCM WE BECFLOWABLE FlI= 132244 Or UUTILLRYYMANUAL FOR I�9N MIX. PAVED ARRAS ARE
3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECT FD BY THE CITY.
A. 18" MAX. FOR PAPE DIAMETER LESS THAN 24". AND 24" MAXI FOR PIPE DW0=ITR 24' AND
LAROER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE.
S. WATER GILL NOT BE PERMITTED IN THE TRENCH WRING CONSTRUCTION.
0. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW-
1.
LOW.7 INS IN EXCAVATIONS
SHALL PLY WITH STATE OF FLORIDA TRENCH SAFETY ACT.
COM
8. CRMVITY SEWERS SHALL UTILIZE TYPE A BEING IF REQUIRED BY THE CRI
Y. BEDDING DEPTH SHALL
BE 4' MINIMUM EOR PIPE DIAMETER LESS THAN iii' AND 9' MWMUM FOR PIPE DIAMETEH 18'
AND LARGER.
9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEING RIM BELOW
THE PIPE THE CRY SHALL pETERIMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL 18
REQUIRED 70 REACH A SUITABLE FOUNDWIOII.
10. ALL UNPAVED DISTURBED ARM SHALL BE RODDED TO MATCH ADJACENT DOURNATE
*LAW SPECIEL
1,. FlHAL IESTOR/SION IN IMPROVED AREAS SHALL HE IN COMPLIANCE WITH ALL APPLICABLE.
RECRULATIDIIN OF GOVERNING ABENCIE3. StWACE RNESTMTHIN WITHIN CITY RIGHT -CF -WAY'
SHALL COMELY WITH IEQUIREYENIS OF RNRIT-OF-WAY UTILIZATION REGULATIONS,
TYPE A BEDDING AND OPEN -CUT DETAIL
CITY OF SANFORD 1999 FIG. 100
MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S).
ADDITIONAL REIWORCEIB:NBS SHALL K AS
M`Iffm TRIM umum TRENCH
PIPE SIZE
2
FOR
PVCIC-900/905
SHALL BE 30 .s.L
Q
4" 6" 8" 10" 12" 14" 16" 18" 20" 24"
AND SHALL
90' BEND
AS SPECIFIED IN THE
CONCRICS
SHUT
STANDARD DRAWINGS.
45' BEND
ALLSHALL BE REMOVED PRIOR
sm PuBEDDING
TO BACKFLI-
22-1/2' BEND
NO ALLOWANCE SHALL BE MADE FOR FRICTION
THE PIPE WALL AND THE THMT
COLAL
L
DESIGN RR MMXK P,S.1!
11-1/4' BEND
CONCRETELWIN
2' 9C SEND
PLUG OR BRANCH
SERVICE
_
ir MIN. lffpr 11
OF TEE
I
FulROE
WIN
NOTEST
1. FITTINGS SHALL BE RESTRAINED JOINT TYPE.
2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY
RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN
TABLE.
3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH
YIELDS GREATEST LENGTH OF RESTRAINED PIPE.
4, (N LINE THROUGH AND D OUTSIDE
NE BE RESTRAINED
JOINTS FROM OTHER FITTINGSD
RESTRAIN DO
UNLESS OTHERWISE INDICATED.
5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE
WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR
DUCTILE IRON PIPE' AS PUBLISHED BY DIPRA, WITH THE FOLLOWING
ASSUMPTIONS:
s TYPE OF PIPE• PVC HDPE
P.S.I•
s WORKING PRESSURE--P-RJ.
s SOIL DESIGNATION -
LAYING CONDITIONS:
* TO BE COMPLETED BY THE ENGINEER
RESTRAINED PIPE TABLE ( PVC -HDPE
CITY OF SANFORD
1999
FIG. 104A
20' AND LutGETR PIPE - TAPE S PLACED ON BOTH SSS OF THE TOP HALF OF THE PIPE
WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE
mrr.ssw r.mE mw _. arMmE ma aa► aNersl
•Celts tesla YAN WHIR• wo YW rows Mm YEN
rocas Nw wa WANT * I NAM saw YYl
PAPER BACKED ADHESIVE TAPE (TYPICAL)
Ir
y ma I__ MAX. bwe sm HMI 1" rows Nome wm 8 INCHES
BILE TAPE WITH SACC PERMANENTLY EN TLY IMPREGNATED LETTERING
SHALL IE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT
ALONG THE 14PL
POTABLE WATER MAIN
WITH IDENTIFICATION TAPE
NTS
PIPE IDENTIFICATION
(POTABLE WATER)
CITY OF SANFORD 1999 FIG. 110
SQUARE UT EDGE
OF EXISTING
PAYMENT {TVP.)
FINISHED GRADE-\
SEE NOTE
M
UNDISTURBED
EARTH
(m NOTE 3)
IBM wont NAMES
W/ = OF PIPE
ASPHALTN: CW -
WHEN FLICOo E PAVEMENT
Is MIT
GLE MAY VARY
_m NOM 4�
' PIPE O.D. "
SEE NOTE 9
NOTES
1. PIPE SECOND, SELECT COMMON FILL COMPACTED TO 95S OF THE MAXIMUM DENSITY AS PER
AASM T-180.
2. TRENCH HADIMLLa COMMON FILL COMPACTED To 95S OF THE MAXIMUM OMM AS PER
EXISTINO
AREAS ARE AFFECTED, BMD= SEC ON 32.8.4 OF' MUTRE
ILITIES MANUAL FOR 100-125 PAL. SHALL BE USEDEDEIN MOG PAVED
3. PIPE
B®DD a AND TM2ICHI DE7a Y BE FILL
tR QUIREDD AS DIRECTED 18Y� WRH TYPE A
4. 18' MAX. FOR PIPE DIAMETERS LESS THAN 24'. AND 24" FOR PIPE DIAMETER 24' AND
LAMM THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE.
S. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CORSTRUCTGN.
G. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLAW.
7. REFER TO SECTION 32.8 CIF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS.
SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT.
8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE
SHALLCOONS OF MPPL WITH M�1lIM�N788 CIOr FAON --CF-WSURFACE WAAYQ UITILIZATION TION 1N CITY REGULATIS.�F-WAY
9.ALLLP0.
AVED O AREAS SHALL BT SODDED TO MATCH ADJACENT
oMa
TYPE B BEDDING AND OPEN -CUT DETAIL
CITY OF SANFORD 1999 FIG. 101
NOTEM
1.
ADDITIONAL REIWORCEIB:NBS SHALL K AS
M`Iffm TRIM umum TRENCH
SPECIFIED BY THE ENGINEER.
2
FOR
4' x 4' PRECAST
SHALL BE 30 .s.L
3ACTION
AND SHALL
GRADE 38.
AS SPECIFIED IN THE
CONCRICS
SHUT
STANDARD DRAWINGS.
4.
ALLSHALL BE REMOVED PRIOR
sm PuBEDDING
TO BACKFLI-
S.
NO ALLOWANCE SHALL BE MADE FOR FRICTION
THE PIPE WALL AND THE THMT
COLAL
L
DESIGN RR MMXK P,S.1!
SEE TRENCH DETAILS
FOR PIPE BEDDING
WAUIREMEN13
WATER MAIN THRUST COLLAR DETAIL
CITY OF SANFORD 1999 FIG. 105
GROUND LEVEL
le I VINYL CONTINUOUS
WAX. Es" WARNING TAPE
TYPICAL tInLLIY Plr•E
GENERAL NOTES
A ALL UfIL JTY PM SHALL BE INSTALLED WITH 6 INCL WIDE VINYL OWnNUOUS NON-
METALLIC TAPE, FOR IDENnFrATM AND WARNDIG RAPOSEE. BURIED ABOVE THE PIPEAT A MAXIMUM DEPTH
DEPTH OF 16 INCHES OR As APPROVED BY THE CRY. R SHALL BE COLOR COOED AND WOBDID
AS FOLL000
1. POTABLE WATER 3 GRAVITY SEWER
A. COLM SAM WITH BLACK REEDING. A. C OLM7B: GREEN WITH BLACK IEITERDW
Ri BURIED BELOW' OROS 554AR uNE WWGINB B BURIED �S91DAR LINE
WORDING.
2. RECLAIMED WATER A. SEWER FORCE MAN
A. CoLORTPUIRPIE WITH BLACK UTFTAN9. A. COLOC �1BLAC K LETTEBNM
B. LETTERING' "CMJflONLs RECLAIMED WATER & LETTEAlft, SEWER FORCE
LINE B RIO IN7DW OR GEMS ED BELOW" OR SWILAR
WOR
0. A COED -CODED 14 GAUGE COMTUOUS INSIAATED LOCATING WOE SHALL BE INSTALLED ALONG ALL
PBESSUL M THE WIVES SHALL BE (DED OPAND TBD TO ALL VALVE BOXES.
UTILITY PIPE WARNING TAPE
(SEWER POTABLE WATER AND RECLAIMED WATER)
CITY OF SANFORD 1999 FIG. 111
r�iT�lia•�
2" D.I. VENT PIPE
M`Iffm TRIM umum TRENCH
«• « •
7/,�
L Wl.
4' x 4' PRECAST
MOM am
FINISHED CONCRETE VAULT
3" DIA. BRON7E DISC
GRADE 38.
EARTH
CONCRICS
SHUT
ND COVER WITH
4' MAX . 17-1/4"
ACCCESS ILID.
sm PuBEDDING
GROUT
// �r�_rr•"
,allummwom
//ice/� ��/�/i ii-//:
r i/g / /�
/
TYPE OF VALVE
CONCRETELWIN
2' 9C SEND
v
SERVICE
_
ir MIN. lffpr 11
NOTES -
I
FulROE
WIN
RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN
•
;�/ /i
sms am
3ERVm SADDLE
PER arwmTIGN
w FORMsm
DIRECTION & NO.
-'_' '_
WITH THE PROCEDURE OUTLINED IN 'THRUST RESTRAINT DESIGN FOR
=
ASSUMPTIONS-
pm
TURNS TO OPEN
• SOIL DESIGNATION•
UNMUFM
EARTH
• TO BE COMPLETED BY THE ENGINEER
S. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE. USE VALUES GIVEN IN
CONCRETE
RESTRAINED PIPE TABLE ( DIP)
CITY OF SANFORD
DIAMETERNOTM
y
W AND OVEL
FIG. 1048
2c um FOR PIPE DiAmErElt
CONCRETEFOR
APPLICABLE VALVE
EQUAL To OUTSIDE DIAMETER! OF PIPIL
U
w
REFERS TO THE DIAMETIER Or THE PIFL
BOX AND 00va
REFERS
4.
T14E NEED FM CONCRETE ARM HALF ENCASEMENT
ITANCHORS
(SEE FIG. 11 b)
Olt FULL ENCASEMENT To BE DETERMINED IN THE
On -
REFER
3000 P.S.I.
MIN.
G.
ENDS OF ENCASEMENT , ].
o
SHALL IRE INDICATED ON IRECORD
VALVES 16 INCHES AND
LARGER
DRAWINGS
CONCRETELOCATIONS
CITY OF SANFORD
•
r�iT�lia•�
2" D.I. VENT PIPE
- H
«• « •
7/,�
AND 4"x4'
4' x 4' PRECAST
SSOUPPppEpNppIIN��GTT
LOCAATION
)
FINISHED CONCRETE VAULT
3" DIA. BRON7E DISC
GRADE 38.
CAST IRON FRAME
ANCHORED IN CONC. PAD
ND COVER WITH
4' MAX . 17-1/4"
ACCCESS ILID.
ALL AROUND
GROUT
SIZE OF VALVE
4" MIN.
8" MIN. --- I-.�
STEEL CASING PIPE -
DUCTILE IRON PIPE -
CASCADE TYPE I
CASING SPACER
NOTES:
1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL
REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE
MET.
2. WHERE PRACTICAL. CASING SHALL EXTEND 10 FEET BEYOND EDGE
OF PAVEMENT AND SHALL NOT BE LESS THAN S FEET BEYOND
EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER
CASING FOR DEEPER BORES.
3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG.
4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE
NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS.
HAVE A BEVELED LEADING EDGE. AND ARE PLACED 90 DEGREES TO
EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE 13Y CASE
BAS15 AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR.
SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF
CASCADE TYPE CASING SPACERS.
BORING AND JACKING DETAIL
CITY OF SANFORD 1999 j FIG. 106
PREMOLDED PLASTIC 2" VALVE (TVP.)
JOINT FILLER 2" POLY -
5" WALLS (MIN.)-'
....--THREADED _= Z' PORT WITH
- PLUG
PIPE PLUG (TVP.) T:'-: CUT OUT AND SEAL JOINT
2' NIPPLE WITH MORTAR FOR FORCE
MAIN OR WATER MAIN
2" GATE ---__ SEE NOTE 2
VALVE
2' NIPPLE SERVICE SADDLE
PER SPECIFICATION
FITTINGS AND - SECTION 50.5.4
PIPE FOR
A.R.Y. SHALL pllmy'
BE BRASS -low
BEDDING ROCK 61
B' x 16* REINFORCED
CONCRETE FOOTING,
G�� PRECAST
Norm
1. ABOVE DETAIL 15 BALM ON 2 INCH 0011DINATION AU AACWY
RELEASE VALVE CHANGE PIPE AND FTITIN08 AccOTmD+ Y FOR
OTHER VALVE SIZER AND TYPES. VALVE SIZES TO BE DETPEI-
MINED BY THE ENGINEER AND APPROVED IN THE CRY POOR TO
INSTALLATION.
2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FOM( D GRADE
SHALL BE 4.0 FEET.
3 ALL STRUCTURES TO BE TRAFFIC BEARING RATED.
AIR OR COMBINATION AIRZVACUUM
RELEASE VALVE DETAIL
CITY OF SANFORD 1999 FIG. 112
FOR
UNDISTURBED
SOIL (TYP.)
EDGE
TRENC
(TYP.)HF
- � �•..r•, AIErmE� � I
CROSS WjPLUG CROSS W/
TWO PLUGS
AREA
TEE
m
WOOD
BLOCKING
Clyp.)
PWG FOR
TEE TEE W/PLUG
, 5 BEND ,TEE DR
AREA FOR
PLUG
TEE W/
WYE END PLUG
THRUST BLOCK DETAILS
CITY OF SANFORD 1999 FIG. 103A
30' x 30" x6' TK.
2" D.I. VENT PIPE
- H
W/SCREEN MESH
L U0.
GROUT
AND 4"x4'
4' x 4' PRECAST
SSOUPPppEpNppIIN��GTT
LOCAATION
)
FINISHED CONCRETE VAULT
3" DIA. BRON7E DISC
GRADE 38.
CAST IRON FRAME
ANCHORED IN CONC. PAD
ND COVER WITH
4' MAX . 17-1/4"
ACCCESS ILID.
ALL AROUND
GROUT
PREMOLDED PLASTIC 2" VALVE (TVP.)
JOINT FILLER 2" POLY -
5" WALLS (MIN.)-'
....--THREADED _= Z' PORT WITH
- PLUG
PIPE PLUG (TVP.) T:'-: CUT OUT AND SEAL JOINT
2' NIPPLE WITH MORTAR FOR FORCE
MAIN OR WATER MAIN
2" GATE ---__ SEE NOTE 2
VALVE
2' NIPPLE SERVICE SADDLE
PER SPECIFICATION
FITTINGS AND - SECTION 50.5.4
PIPE FOR
A.R.Y. SHALL pllmy'
BE BRASS -low
BEDDING ROCK 61
B' x 16* REINFORCED
CONCRETE FOOTING,
G�� PRECAST
Norm
1. ABOVE DETAIL 15 BALM ON 2 INCH 0011DINATION AU AACWY
RELEASE VALVE CHANGE PIPE AND FTITIN08 AccOTmD+ Y FOR
OTHER VALVE SIZER AND TYPES. VALVE SIZES TO BE DETPEI-
MINED BY THE ENGINEER AND APPROVED IN THE CRY POOR TO
INSTALLATION.
2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FOM( D GRADE
SHALL BE 4.0 FEET.
3 ALL STRUCTURES TO BE TRAFFIC BEARING RATED.
AIR OR COMBINATION AIRZVACUUM
RELEASE VALVE DETAIL
CITY OF SANFORD 1999 FIG. 112
FOR
UNDISTURBED
SOIL (TYP.)
EDGE
TRENC
(TYP.)HF
- � �•..r•, AIErmE� � I
CROSS WjPLUG CROSS W/
TWO PLUGS
AREA
TEE
m
WOOD
BLOCKING
Clyp.)
PWG FOR
TEE TEE W/PLUG
, 5 BEND ,TEE DR
AREA FOR
PLUG
TEE W/
WYE END PLUG
THRUST BLOCK DETAILS
CITY OF SANFORD 1999 FIG. 103A
30' x 30" x6' TK.
- H
CONIC. PAD (FLUSH
L U0.
GROUT
PAVEMENT
WITH FINISHED GRADE)
3" DIA. BRONZE 2'
3" DIA. BRON7E DISC
OPERATOR
HANDLE
TK. DISC ANCHORED IN
ANCHORED IN CONC. PAD
!4 REBARS
CONC. PAD -STAMP AS
STAMP AS REQ'D.
ALL AROUND
REO'D.
SIZE OF VALVE
•e'
THREADED PLUG
'4
TYPE OF VALVE
y
2' 9C SEND
21--1-Z-I
I
SERVICE
_
OF TEE
NOTES -
I
FulROE
WIN
RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN
•
3. WHERE TWO OR MORE FITTINGS ARE TOGETHER. USE FITTING WHICH
3ERVm SADDLE
PER arwmTIGN
-
•.
DIRECTION & NO.
-'_' '_
WITH THE PROCEDURE OUTLINED IN 'THRUST RESTRAINT DESIGN FOR
=
ASSUMPTIONS-
A'
TURNS TO OPEN
• SOIL DESIGNATION•
• LAYING CONDITIONS•
• TO BE COMPLETED BY THE ENGINEER
S. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE. USE VALUES GIVEN IN
PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5.
RESTRAINED PIPE TABLE ( DIP)
CITY OF SANFORD
1999
FIG. 1048
APPLICABLE VALVE
U
w
U
BOX AND 00va
:
ITANCHORS
(SEE FIG. 11 b)
•
3000 P.S.I.
MIN.
(TO BE APPROVED
Y BE
CONC. MIN.
o
VALVES 16 INCHES AND
LARGER
B"TK. CONC. PAD
24" (FLUSH WITH
FINISHED GRADE)
J
#4 REBARS
ALL AROUND '
'Al
APPLICABLE VALVE' -4 :
BOX AND COYER
(SEE FIG. 115)
VALVES SMALLER THAN 16 INCHES
VALVE BOX PAD DETAIL
CITY OF SANFORD 1999 FIG. 107
2' 0.1. VENT PIPE
11IMEN Mw
AND 4X4
- H
E105HNG
L U0.
GROUT
PAVEMENT
e--- FINISHED GRADE
DIPt CL350
OPERATOR
HANDLE
J
a
WLLVEIR
r WALL (YIN.)
A
TO• SECTION
- 2' POR[ WITH
`
EIITDENSIION
�AS
THREADED PLUG
'4
REQUIRED
SEE NOTE 3
2' 9C SEND
DIGur
r UNION
2" PIPE
2" NIPPLE
2" GATE VALVE
OF TEE
2' 0.1. VENT PIPE
11IMEN Mw
AND 4X4
CAST ION FRAME
ANAD COVER WITH
E105HNG
L U0.
GROUT
PAVEMENT
e--- FINISHED GRADE
DIPt CL350
OPERATOR
HANDLE
2• VALVE (TYPJ
WLLVEIR
r WALL (YIN.)
A
TO• SECTION
- 2' POR[ WITH
`
EIITDENSIION
�AS
THREADED PLUG
22-1/2' BEND
REQUIRED
SEE NOTE 3
2' 9C SEND
DIGur
r UNION
2" PIPE
2" NIPPLE
2" GATE VALVE
OF TEE
NOTES -
1. FITTINGS SHALL BE RESTRAINED JOINT TYPE.
FulROE
WIN
RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN
OR
3. WHERE TWO OR MORE FITTINGS ARE TOGETHER. USE FITTING WHICH
3ERVm SADDLE
PER arwmTIGN
SECTION SO.8.4
MOTES.
1. ABOVE DETAIL IS BARED CIN 2 SM COMB NATION ATR ADAM
RELEASE VALVE. C HANBE PIPE AND FI TUM ACCORDINGLY FOR
OTHER VALVE SDES AND TYPES. VALVE SIZES TO IE DETERMINED
BY THE ENGINEER AND APPROVED BY THE CCI' PRIOR TO INSTAL-
LATION.
2. THE MINWLM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE
SHALL BE 4.0 FEET.
3. THE AIR RELEASE VALVE SHALL HE ADEQUATELY SUPPORTED.
OFFSET AIR OR COMBINATION AIR/VACUUM
RELEASE VALVE DETAIL
CITY OF SANFORD 1999 TFIG. 113
OFFSET (AS REO -D)
EDGE OF CROSSCUT
UNDIS
SOIL
T(TYP.)
)
ED
TRENCH WIDTH
BEND BEELLLDSHORM ALL NOOTTIINNTERFERD
E
\ WITH JOINT (TYP.)
CONCRETE
CRE
YT
TP ()/2TH USSQC AR
i
THRUST BLOCK
NOTES!
1. THRUST BLOCK BEARING AREAS SHALL HE POURED AGAINST
RBEAWHERE ��E>tTEDSURBED�VAIEALL MATERIAL NDN
TO UNDIMMED MATERIAL.
2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINI. JOINTS.
Mm AND BOLTS SHALL NOT BE COVERED BY THRUST
BLOCKS. FITDNOS SHALL PROTECTED BY POLYEITIYLENE
FLM (8 MIL) PRIOR TO PLACING CxINOIETE TIQIIST BIOTIC.
3 ROUGH THRUSTS G BLOCKS AS UIRREM BE USED ALONG SEES OF
4 THRUST BWCKS SHALL BE USED IN COMMNATHNI. AS REQUIRED
TD BURT THE BPECFIC
FITTING ARRANGEMENT.
S. ALL WOOD BLOWN SHALL BE PRESSURE TREATED WITH
PAF3MVATfVE IF FORMS ARE TO REMAIN IN PLACE.
9. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE DAYS
BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRUM
CONCIRM IS USED AND CITY HAS APPROVED A SHORTER
SCHEDULE MR -MRUST &ACK AREAS
iaE w � a-+� li� ,g l EL5•N
'WIM l I&F.Ar I M.lo s .�
• W w Wwum 9E Em"m
tENCHF I
M.)
THRUST BLOCK DETAILS
_T
CITY OF SANFORD 1999 FIG. 1039
10" TO 18' PIPE - 8"TAPE S PLACED ALONG BOTH SIDES OF TOP HALF OF
w=m MUM
m w mus mus
2V AND LARGER FIRE - TAPE S PLACED ON BOTH SOO OF THE TOP HALF OF THE PIPE
WITH A THING STRIP CENTERED ALONG TOP HALF OF PIPE.
Iff
rn m Gln Mrlr• ss+s•io,
m us mus m Lm
IVA
m w arcus mus
PAPER BACKED AA Es VINYL TAPE "CAL)
us MAX-ioQusT1 alsus4 R"
I= SEWER LINES -TAPE SHALL W GREEN WITH BLACK I1TtEBNti
TAPSEWER F IIN0To�HE BROWN WITH �E.
BHAI I 1 JDBF A THE LENGTH Or THEPI
ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES
WITH IDENTIFICATION TAPE
NTS
PIPE IDENTIFICATION
(SEWER - FORCE MAIN AND GRAVITY)
CITY OF SANFORD 1999 FIG. 108
ALL LETTERS 2' IN HEIGHT
WITH 3/4' SPACING IEIW®C ROWS
IRRIGATING WITH
RECLAEMED ,r
WAT R
DO NOTDRINK
0
1�2' BtXOER •
0
0
JIM
1' NLANDSCAPE EW W SON
PP AiNT TOM NSB ALL GEES. 7lusNAM
VISIBLE TO THE PUSILC.
2. CBA{ m STALL DI PANM FAU 5220. LETTERS SHALL
a EIHm w RRAOE pFiTzmw HA7E1W SHALL BE USED.
4. POST SHALL RE U CHANNEL 2 UL HOT IpUiD HIGH
MOLE BL M BILLET SIM HOT W GALUM PER
A MBRSUSS IWIOWAIE SHALL BE SWNESS STEEL.
oll /OrIRDAEAS APPRO10 BY
THE UTILITIES DSEI:IDR
RECLAIMED WATER IRRIGATION SIGN
CITY OF SANFORD 1999 FIG. 114
PVC PIFE • •
PANTONE PURPLE 50C
TYPICAL PIPE
9* 70 Ir PIPE - 6' TAPE IS CEN7TERED ADM TOP HALF OF PIPEII
��!////✓//////////////it///!/�////�lfy�////I�
10' TO 18' PIPE - R' TAPE IS PLACED ALONG BOTH SBES OF
THE TOP HALF OF PIPE.
PIPE IDENTIFICATION
(RECLAIMED WATER)
CITY OF SANFORD 1999 FIG. 1 D9
CAUTION
MODIFICATION OF THESE DETAILS BY NON -CITY
OF SANFORD PERSONNEL, OTHER THAN THE
FILLING IN OF BLANK INFORMATION LOCATIONS,
SHALL RESULT IN THE WITHDRAWAL OF THE
UTILITIES DEPARTMENT'S APPROVAL OF THE
SUBJECT ENGINEERING PLANS.
CITY OF SANFORD UTILITY STANDARD DETAILS IDATE 1999 1 APPRMD M. CRUMPTON PE T:VETOO 1.
MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S).
PIPE SIZE
DIPt CL350
4" B" 8" 10" 12" 14" 16" 18" 20" 24"
90' BEND
oD nmf
A
45' BEND
00°°a
22-1/2' BEND
11-1/4• BEND
PLUG OR BRANCH
OF TEE
NOTES -
1. FITTINGS SHALL BE RESTRAINED JOINT TYPE.
2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY
RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN
TABLE.
3. WHERE TWO OR MORE FITTINGS ARE TOGETHER. USE FITTING WHICH
YIELDS GREATEST LENGTH OF RESTRAINED PIPE.
4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF
RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED
UNLESS OTHERWISE INDICATED.
5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE
WITH THE PROCEDURE OUTLINED IN 'THRUST RESTRAINT DESIGN FOR
DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING
ASSUMPTIONS-
*TYPE OF PIPE: DIP
s WORKING PRESSURE:--P-S.I.
• SOIL DESIGNATION•
• LAYING CONDITIONS•
• TO BE COMPLETED BY THE ENGINEER
S. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE. USE VALUES GIVEN IN
PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5.
RESTRAINED PIPE TABLE ( DIP)
CITY OF SANFORD
1999
FIG. 1048
PVC PIFE • •
PANTONE PURPLE 50C
TYPICAL PIPE
9* 70 Ir PIPE - 6' TAPE IS CEN7TERED ADM TOP HALF OF PIPEII
��!////✓//////////////it///!/�////�lfy�////I�
10' TO 18' PIPE - R' TAPE IS PLACED ALONG BOTH SBES OF
THE TOP HALF OF PIPE.
PIPE IDENTIFICATION
(RECLAIMED WATER)
CITY OF SANFORD 1999 FIG. 1 D9
CAUTION
MODIFICATION OF THESE DETAILS BY NON -CITY
OF SANFORD PERSONNEL, OTHER THAN THE
FILLING IN OF BLANK INFORMATION LOCATIONS,
SHALL RESULT IN THE WITHDRAWAL OF THE
UTILITIES DEPARTMENT'S APPROVAL OF THE
SUBJECT ENGINEERING PLANS.
CITY OF SANFORD UTILITY STANDARD DETAILS IDATE 1999 1 APPRMD M. CRUMPTON PE T:VETOO 1.
W
D. z
(D r-
l� r Ln N
Q x, n
r C m O
U~o
Z v7 fou -
WJ~CaLu o
F #
Z LU WCL
14 0� U_ 13 U_
LL LU
Z
Lu O U
W
0
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um
z..
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0
ul
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0
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J O
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En
L n
co
2 W m
J Q
C7 z v
Q F J
rY
Ln O
Ln
Q O J
O
J W
F� ILL 0
z
D
O 0
O LL LLz
Lu ul LL
LL O O
I..L
Lu I�
w u U
U
DATE: 8/2O/D^
SCALE: 1 'T
1"=20'
PROJECT NO: �7 i
10/ .71
DRAWN BY:
WCC
DESIGNED UY:
WCC
CHECKED BY:
GLS
000 o
oD nmf
A
00°°a
N
U
w
U
LJ�
Dovr.,..�
V
o
n
y^ N
U m
� O
ilkc�
w
o
En
W
D. z
(D r-
l� r Ln N
Q x, n
r C m O
U~o
Z v7 fou -
WJ~CaLu o
F #
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14 0� U_ 13 U_
LL LU
Z
Lu O U
W
0
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um
z..
z
0
ul
0
0
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f�
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W N
w
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N Q o
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En
L n
co
2 W m
J Q
C7 z v
Q F J
rY
Ln O
Ln
Q O J
O
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F� ILL 0
z
D
O 0
O LL LLz
Lu ul LL
LL O O
I..L
Lu I�
w u U
U
DATE: 8/2O/D^
SCALE: 1 'T
1"=20'
PROJECT NO: �7 i
10/ .71
DRAWN BY:
WCC
DESIGNED UY:
WCC
CHECKED BY:
GLS
❑13131313-0---00❑
❑13-130000-0-13❑
❑1313000000-1313❑
❑0---13-00-0-❑
❑ 1313 0RECLAIMED - O 13
13131313 WATER 0130
[313 [10
01313
000000000000
lummu❑1313000000000❑
rifirinam
0131300131313013000
❑000013000000❑
RECLAIMED WATER
111.3111.3❑D-13130-❑
OOD00000013
❑0013131300--0
❑--00000000❑
131313 SEWER 131313
❑013 ❑D❑
❑00 0013
00oo000o00oo
0000000000
❑000000❑
0013130❑
SEWER
1300❑
/3/3000000
❑130000-0-0
❑0000000013❑
1313013130DD01300
13013 13130
000 WATER ❑00
13-13 --13
❑-❑D❑0000-13❑
-0013---000
--0013.013
130--130
POTABLE WATER
NOTE:
APPLY TWO COATS OF EXTERIOR ENAMEL PAINT:
PURPLE - RECLAIMED WATER
GREEN - SEWER
BLUE - POTABLE WATER
TYPICAL VALVE BOX COVER DETAILS
CITY OF SANFORD 1999 FIG. 115
SET TOP OF VALVE BOX
AT FINISHED GRADE
FINISHED GRADE -
SEE NOTE 2
M.J. PLUG VALVE
CONTINUOUS COLOR
CODED 14 GAUGE
INSULATED WIRE
(NON-METAWC
PIPES ONLY)
WASTEWATER
FORCE MAIN
COVER (SEE FIGURE 115)
CONCRETE PAD
IN UNPAVED AREAS
(SEE FIGURE 107)
ADJUSTABLE CAST IRON
VALVE BOX
-BOX SHALL REST ON
BEDDING ROCK, NOT
ON VALVE OR PIPE
AND SHALL BE
CENTERED ON
OPERATING NUT
8" BEDDING ROCK
NOTES:
1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION.
2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED
TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE.
PLUG VALVE AND BOX DETAIL
CITY OF SANFORD 1999 FIG. 203
#9 ON UNC. CLIPS
SPACING —�
POST CAP
POST I"
CORNER
#9 71E WIRES
12" O.C.
LINE POST
TENSION WIRE
I GRADE
FENCE DETAIL
3/8- ADJ.
GATE POST -7 A- GATE CORNER TRUSS RODS GATE FRAME
POST I
DOUBLE SWING GATE DETAIL
NOTES:
1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE
FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY.
2. ALL MATERIALS SHALL HAVE A FACTORY APPLJED BLACK VINYL
COATING.
CHAIN LINK FENCE DETAIL
CITY OF SANFORD 1999 FIG. 304
NOTE:
SVTE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE
A LARGER DIAMETER PIPE AND CONCRETE ANCHOR.
BOLLARD
CITY OF SANFORD 7—
1999 FIG. 116
VARIES
r
tOt C wim
swa
B" BLACK STEEL MIN.
IJt1E
� VARIES
CONIC. FILLED. PRIMED
>9' MAIL I' 4R WYE WITH
..,
NIEw r BRANCH
AND PAI ED OSHA
INSIDE W
YELLOW 2 COATS)
O
I
Lm
qUj
SI7RFAI:E$
10
004'
r
FINISHED GRADE
N
r
.D ISM 10
AT
MIN.
c,a
1
%"_ - -,+
TFJMNN. DEPTH
: - -; 24' DIA, MIN.
M
awn (b' MIN.)
a.?
m'Pa
3000 PSI CONC.
flllli DOURE
IEDVIfi SERVICE
PROM
NOTES: �
1. INVERT OF LATERAL SHAALL. NOT ENTER SEWER MAIN BELOW SPRING LINE
a
2 sEWCESHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION
BY THE IDNIRAOTOS.
C'3
ra
AT THE END CE EACH SERVICE STUB -IAT.
W
4. RESIDENTIAL SERVICES SHALL BE 4 INCHES t NON-RESIDENTIAL SERVICES SHALL
NOTE:
SVTE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE
A LARGER DIAMETER PIPE AND CONCRETE ANCHOR.
BOLLARD
CITY OF SANFORD 7—
1999 FIG. 116
VARIES
r
tOt C wim
swa
r
IJt1E
� VARIES
q
>9' MAIL I' 4R WYE WITH
..,
NIEw r BRANCH
SEavmr mFMN-M
INSIDE W
PENIAM PLUS (IVP)
soma CaiAM-OYI
(� MOTE
Lm
qUj
SI7RFAI:E$
TYPICAL. LOCATION Or
IDCATdt DEVISE
004'
r
Sam= CLEAN -aur
-ELAN cm JIM 2)
FIN IS= amm
.D ISM 10
AT
MIN.
17E�rBINA�1. �
TFJMNN. DEPTH
PVQ
scum VIED FM
iIYP) WEND UNE
awn (b' MIN.)
TERMINAL DfFTN
REWSD FRIT � NOR 1)
At RE
m'Pa
cr NOWsm MAIN
flllli DOURE
IEDVIfi SERVICE
PROM
NOTES: �
1. INVERT OF LATERAL SHAALL. NOT ENTER SEWER MAIN BELOW SPRING LINE
a
2 sEWCESHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION
BY THE IDNIRAOTOS.
C'3
a CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL RE INSTALLED
AT THE END CE EACH SERVICE STUB -IAT.
W
4. RESIDENTIAL SERVICES SHALL BE 4 INCHES t NON-RESIDENTIAL SERVICES SHALL
BE 8 INCHES W DIAMETER AS A MINI"
5. ELECTRONIC LOCATOR DEVICER SFALL DE PLACED A0.W 10 INE STUBOUT
NSWILON
,c
FOR EACH SERVICE. (SEE 434 OF THE UIILLnES MAMEAL)
SANITARY SEWER LATERAL DETAIL
CITY OF SANFORD
1999
U
FIG. 204
CONCRETE STRUCTURE WITH
TRAFFIC BEARING COVER LINE
LOCKABLE NON SEEP PROPERTY RIGHT-OF-WAY
W1 ACCESS HATCH ALUYINUM)
PEgG� yTA PREMOiE SWITCH
OR
r CAP (WN)
t1T BALL YAIYE
VALVES Y MIN TEE
a„ F° D GRASS DRAIN VALAUQIE VE CAST I �
2' MIN DIA PI
006OCNU�IL VE (FULL F GA
FLANGED TEE GATE VALVE
INFLOW OUTFLOW
FROM PRIVATEI� 70 CITY
PUMP STATICN4 FORCE MAIN
FULL FLOW liJIG VALVE MOUNTED
OOMIIISTRFJW WITH 2' SQUARE
NOT ACTUATING NUT
E�
1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS
TO ALL. COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED.
2.DIMENISIONS WILL VARY ACCORDING TO LINE SIZE.
MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH
BY 38 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER.
ALL kMDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL
&PRESSURE SWITCH SHALL BE ADJUSTABLE
WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN
PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL
SHALL BE 10 P.S.I. AND ADJUSTABLE.
s
p= am
i ,� PRIVATE L,SION IN ACWWANBCAVAN
PULP NATION �. SECTION 22AJ OF TME
Q�{I Xm XX UTILITIES MANUAL
a� >�
I V I"
uvE_/
PRIVATE PUMP STATION PRESSURE SWITCH AND SIGNAGE DETAILS
CITY OF SANFORD 1999 FIG. 305
SET COVERS FLUSH IN
PAVED AREAS ✓k AT
ELEVATIONS SHOWN IN
UNPAVED ANAs.
PER SPECIFICATIONS 4
(SEE NOTE 5)
NCHING PER SPECIFICATIONSi1'
REINFORC EIIERT AND JOINT
DETAIL TO BE DESIGNED BY
THE ENGINEER AND
APPROVED BY THE B.
CITY.
G
BEDDING ROCK
TROWEL -FINISHED
CONCRETE SENCIING
SEE
CONNE MANHOLE
DETAILS
MANHOLE FRAMER COVER
(I now )
r
FRAMES BEDDED IN MORTAR
r
2 =1 or BR4 COURsm 0")MIC )
q
y
..,
r
r
INSIDE W
QUImDE WALL
8" MGN. �
C
�
qUj
SI7RFAI:E$
JOIM SUI�AOEE
r
cd
MIN.
�I-oUr
e.
—LT YIN
�
_T SECTION JOINS CI�y dllyl
DEMI L
YIN.
TYPICAL MANHOLE DETAIL
CITY OF SANFORD 1999 FIG. 200A
PRODUCTS AND MATERIALS:
A. En
PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE OONFOAMINS
TO ASTM D1784 AND M78L
B. PIIDMlCI
FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL-
VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASM F348
02483 AND 03038.
LL AVC CLEANER. PRIMER AND OWE
A SEPARATE CLEANER. PRIMER AND OWE SHALL SE USED FOR THE
SOLVENT WELD AND CONFORM TO ASM DE NGNAnam 02334,
INSTALLATION DETAILS:
ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW
SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM.
on c�lnswmO
L - - - - aue�oDY - - -I
�waM UM Sax
TYPICAL SERVICE CROSS-SECTKlN
4' IVR r LONG WOOL PIECE WITH 1/8'
STAINLESS STEF1. MESH TRASH GUARD w BEND
M BEND
4' PVC mw 4" PVC C.O. THRE-ADED CAP
sT1iVCIRIRE �; � � •
45' BEND
..r
TEE D.W.Y.
WYE
4' SCH 40 PVC CAO.
TYPICAL SERVICE VENT AND
CLEAN-OUT DETAIL
VACUUM SEWER
SERVICE LATERAL SPECIFICATIONS
CITY OF SANFORD 7_1999 FFIG. 205
®IIIIIIIIIII, IIIIIIIIIII,IIIIIIIIIII,IIIIIIIIIII' IIIIIIIIII,--
NQTE'$e
1. MANHOLE SIM 13 FOR SEWER SIZE Ir THRU 24'. SEE SECTION 20.4.3 OF THE
MANUAL IN MANHOLE DIAMETER FOR SEINER$ LARGER THAN W.
2. DROP CONNECTIONS ARE MUIRED WHENEVER INVERT OF INFLUENT SEWER 13 24'
OR MORE ABOVE THE INVERT OF THE MANHOLE SEE MANHOLE CONNECTION DETAILS.
E APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE
4. EACH TEM WALL MULL EE A MINIMUM Or 18 INCHES UM FROM THE WALL OF
THE MANHOLE TOWARD THE CENTER.
D. MANHOLES RECEIVING FORCE MAUI DISCHARK SHALL HAVE AN INTERIM LINER
AS SPECIFIED IN SECTION 42.R2 OF THE UTLMM MANUAL..
TYPICAL MANHOLE DETAIL
CITY OF SANFORD 1999 FIG. 200E
NIBCO 3" DWV
STREET ELL
COMBINED VALVE PIT AND TANK ARRANGEMENT
CITY OF SANFORD 1999 FIG. 206
WALL
LSI NNEGTION
-:,..-.---
STANDARD DROP DETAIL
NFLUENT SEWER
!_ (SEE NOTE 3)
-gpNCrRETE ENCASEMENT
� VERTICAL PIPE
-OIiOP PIPE
(SEE NOTE 1)
90' BEND
PRECAST
.r
MANHOLE
COLLAR ENCASSD IN
NON -SHRINK GROUT
FLUSH WITH � PVC OR DIP
WALL (SEESPECIAL DETAIL FOR 24" DIAMETER
PIPE AND LARGER
MANWOLE �
WALL
BAND DIP ITEEL PVC
DIFF
STAINLESS STEEL
PIPE CLAMP
` . --. AESD TENT
CONINECTOR
STANDARD PRECAST MANHOLE
PIPE CONNECTION
NOTES:
1- DROP POPE AND FITTINGS SHALL BE OF EQUAL SDS AND MATERIAL AS THE
INFLUENT SEWER.
2. TFE CITY MAY APPR E ALTERNATE WATERRNIT CONNECTION DETAILS FOR
CONNECTION tF 24
DIAMEETER P048 AND LAROER-
a AN S DROP cQNNECTION SHALL BE OWNED IN ALL INFLUENT WHICH
HAVE AN INVERT 24 DE MOSS ABOVE THE OUTFLOW PIPE INVERT.
MANHOLE CONNECTION DETAILS
CITY OF SANFORD 1999 FIG.72011
s
CITY OF SANFORD
9
is
E2
9
6
6
so
LJ
4C PACKAGE
1999 FIG. 207
RAISED 1-1/2" LETTERS
FLUSH WITH TOP OF COVER
"SANITARY` OR 'WATER AIR RELEASE'
"SEWER AIR RELEASE_"ESR "STORM WATFR'
AS APPLICABLE
ALL COVERS USF "ALQ"
OR EQUAL
i�
PLAN
"CTTY OF SANFORD"
FOR CITY MAINTAINED
FACILITIES ONLY
2 NON -PENETRATING
PICK HOLES
MACHINED
MATING
SURFACES
1-1/2" MIN.
THOLE FRAME: USF "227" I
INLET FRAME: USF '1295"
OR EQUAL.
ELEVATION
STANDARD MANHOLE FRAME AND COVER
CITY OF SANFORD 1999 FIG. 202
4" THICK 3000 PSI —
CONCRETE SLAB
TO WITHIN 3" OF FENHX
CHAIN LINK
PER SECTION A,8 22.3.1 D
AND 4OF TIE
MANUAL
(SEE FIGURE 304}
3/4" 111MUMM
METER
b
5'
LIMITS OF TRACT TO BE
DEDICATED TO CITY OF SANFORD
1'
RTU ANTENNA
r
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CITY OF SANFORD
9
is
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6
6
so
LJ
4C PACKAGE
1999 FIG. 207
RAISED 1-1/2" LETTERS
FLUSH WITH TOP OF COVER
"SANITARY` OR 'WATER AIR RELEASE'
"SEWER AIR RELEASE_"ESR "STORM WATFR'
AS APPLICABLE
ALL COVERS USF "ALQ"
OR EQUAL
i�
PLAN
"CTTY OF SANFORD"
FOR CITY MAINTAINED
FACILITIES ONLY
2 NON -PENETRATING
PICK HOLES
MACHINED
MATING
SURFACES
1-1/2" MIN.
THOLE FRAME: USF "227" I
INLET FRAME: USF '1295"
OR EQUAL.
ELEVATION
STANDARD MANHOLE FRAME AND COVER
CITY OF SANFORD 1999 FIG. 202
4" THICK 3000 PSI —
CONCRETE SLAB
TO WITHIN 3" OF FENHX
CHAIN LINK
PER SECTION A,8 22.3.1 D
AND 4OF TIE
MANUAL
(SEE FIGURE 304}
3/4" 111MUMM
METER
b
5'
LIMITS OF TRACT TO BE
DEDICATED TO CITY OF SANFORD
1'
RTU ANTENNA
r
N
AXIS
..,
N
•
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mm�
ao ESD cd
BACK OF CURB L STREET 6CHT 3 4 POTABLE
ATTR METER
LL
C/L - PUBLIC R/W
RECLAIMED WATER MAIN
* THIS DIMENSION SHALL BE
EQUAL TO THE DEPTH OF THE w
WET WELL
NOTESt DETAIL
1. DRIVEWAY AND APRON SHALL BE SIX (8) INCH THW, 3000 P.S.I. CONCRETE.
2. POWER TO THE PUMP STATION SHALL DE THROUDH UNDEBGBOUND aIT
FROM SUPPLY SOURCE IN RIGHT OF WAY. ONDU
3. LANDSOAPING SHALL BE REQUIRED AROUND PERIMETER CE FENCE
4. DEVVEIAPER SHALL INSTALL AN AUTOMATIpALLY DOWBOUED AC POM1YFIED SPRINKLER SYSTEM
FDR 1AM080LAPINIG RExWMED wARTaR sHAu. BE USED WHERE AVAILABLE
L ENGINEER SHALL PROVIDE A SOARED (1' = 2Q' MIN.)
SITE SPECIFIC DETAIL DRAWING ON FIGURE 30.
L THE DEVELOPER SHALL DE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION
UNTIL PROJECT IS ACCEPTED By THE CITY.
PUMP STATION TYPICAL SITE PLAN
CITY OF SANFORD 1999 FIG. 300
CAUTION
MODIFICATION OF THESE DETAILS BY NON -CITY
OF SANFORD PERSONNEL, OTHER THAN THE
FILLING IN OF BLANK INFORMATION LOCATIONS,
SHALL RESULT IN THE WITHDRAWAL OF THE
UTILITIES DEPARTMENT'S APPROVAL OF THE
SUBJECT ENGINEERING PLANS.
CITY OF SANFORD UTILITY STANDARD DETAILS DATE � 999 I APPROVED M. CRUMPTON PE DET002
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DATE:
8/20/04
SCALE:
1" = 20'
PROJECT NO:
107.71
DRAWN BY:
WCC
DESIGNED BY:
WCC
CHECKED BY:
GLS
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DATE:
8/20/04
SCALE:
1" = 20'
PROJECT NO:
107.71
DRAWN BY:
WCC
DESIGNED BY:
WCC
CHECKED BY:
GLS
SET TOP OF VALVE BOX
TO FINISHED GRADE
FINISHED GRADE -�_
SEE NOTE 2
RESILIENT SEAT -
M. J. GATE VALVE
WATER
MAIN
CONTINUOUS CQB.OR CODED
14 GAUGE INSULATED COPPER
LOCATING WIRE
COVER (SEE FIGURE 115)
CONCRETE PAD
IN UNPAVED AREAS
(SEE FIGURE 107)
ADJUSTABLE CAST IRON
VALVE BOX
BOX SHALL REST ON
BEDDING ROCK NOT
ON VALVE OR PIPE
AND SHALL BE
CENTERED ON
OPERATING NUT
BEDDING ROCK
NOTES:
1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION.
2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED
TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE.
3. CONTRACTOR SHALL PROVIDE THE CITY WiTH VALVE KEYS
IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL
GATE VALVE AND BOX DETAIL
CITY OF SANFORD 1999 FIG. 400
BALI. VALVE nK 2
OWES AND BUM
(DOMMW AND EN-
OATIDN ONLY. 2 REQUIRED)
TEST COCK CM.) .....
THWEA
NIPPLE Dow.)
SLOES
&J%
FINAL GRADE
DOUBLE OHM OR
REDUCED PREASURE ZONE
DEIEC OR ASSEMBLY AS
APPROVED BY THE CiTY
i- Da7ZMM •ANION
(2 TIRED)
(2 REQUIRED)
2 INCH AND BELOW ASSEMBLY
NOTES:
1. ALL PIPE FITTINGS. MATER!" LABDR. AND APPURTENANCES SHALL E
SUPPLIED BY THE CONTRACTOR.
2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL. BE THREADED
SCHEDULE 40 GALVANIZED STEEL OR MASS. (FIGURE SODA).
3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL E RE9TRA1 ED JOINT
DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL E FACTORY -FLANGED. SON).
4. VALVES SHALL BE CHAINED CLOSED.(FIQURE 5000)
5. ALL I= LINES SHALL E AS APPROVED BY THE FIRE DEPT. (FIGURE 8008).
8. THE ENTIRE ASSEMBLY SIAU BE PAINTED SAFELY RED FOR FIRE PROTECTION USES
AND BLACK FOR ALL OTHER USES.
7. A GATE VALVE SHALL E INSTALLED AT THE ASSEWBLY'S CONNECTION POINT
TO THE MAIN. (FIGURE 5008)
DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY
CITY OF SANFORD 1999 FIG. 500A
TEMPORARY JUMPER CONNECTION NOTES:
1. A famparory jumper conneaffon to ro9etred at all connections bOws,n •doling
aoNve water mains and pr -; , I row waiver orcin hnpro ernsats.
2. The detain a1 , to to he used for fHikg any new Tater main of any eras item
exlsti active wamorns and for flushing of now main up to a INCHES IN
DIAMETER tor ER {Y.5 FPSmtntmum YWsoNF) and for Dulff nQ boalerfola�al samples from any
now water main of any else. The jumper *6m*ol%n shall bs maintained am after fBtirg,
flrfhbhg. iedhg and disinfection of the now main her been aaoeeeefuBy and
aeaone for nae from the Flartdo Department of Erwin m vrft Profa%- (F EPrond
other pertinent ogencles ham bean roodrsd. Tho jumper aponnwMms shoo also he used to
maintaFF P dem ose left, to obiahnn*Mmon pressure d Th20 poll In the rust b amid/M sell shall be divinfoollon and until
prowided pt ° . �` prior'to and cases accordance with WW Cftfo to the
1992 orRILm The topping dssn and the aderrldor of the main to be topped shall be
disinfected by eprayfiy or swobift Per seaNsn II of AWWA C881-92.
3. El: rg of 10 Inchin dlo alar and larger water mains may be dons through the Ne-ih
Yaks under es wry controlled owWMw- The followhp prooWune dell be followed
A. The fle-Ta valves .hal be operated and presasa Iw.t,a In the Presence of the WMIY
company ord w4Vv to verify waim �11 M = ft -4n. Vahve which am not
looking valm
B. The 1wry trailer aonnsstion eha0 w :r-oled m d'Ml d. TM jumper
coon shall fwt Land io fm #ro new waMr mato and fes rragy water for boa-
tw1clowell sampling of the sass main as required by the FOEP pwTrat.
e FIuehirno shall not be alhrnplad during Mak dommal hours of the a Mrg wast
e AB down cream valves to the system mud be open wror to *Pwft the tie-te vane.
e Panda for and monRor tinpr�ww In the fle-In pant. The pressure In the settling
main mud not drop below all p L
e The 1N--ls valve shat be opened a taw tures only. creaming a pressure drop avow the
valve to gnahr than 10 pet.
C. The tls-In vaNs dwil be looked oloasd by the uHBy sompany until flsshtne book -
D. The ita-bt valve shall be only far f1ueM,g of fhs now man. The procedure
shall be diroded by tw LtRifly esrnpaay aM obelow by the snylneer.
& After fijr
W thev-ta raps shall be oloeod and Issked in the closed position by
4. The aordre law shall proddo doaumentaiton timF flhe double check wokf eve
plane Tho dodos hoe Dem hided and I1 M�g order al the time of Installation.
athan B inches in diameter, the +lv-fn vake
daD r*mahh closed area ahan w loadad in the closed position by the uMly ownpwry. TM
fern valve dnaG ramdn loelad allowed unto the naw sydem has wen slowed for use by
FDEP and all other perlfnord apwndss.
0. 11Pen roaalpt *1 clowerm for uss from FINP and all a llw TPat In ssal avenna s, the 10 w
oontaaor shat 0ovo the temporary jumpor ow"Mothm M
closed and plugged with 2 inch lass pugs.
7. All Installation and rmdom- nes of the in Mainly jui001 so MORIN oma aseodoled
boMaw prod vedsvtos, f"ngs. vchv, eta dell be the responsibility of the awdraater.
TEMPORARY JUMPER CONNECTION
CITY OF SANFORD 1999 FIG. 5048
COVER (SEE FIGURE 1
BAC*ILL
SPLICE BACK
INTO MAIN
LOCATE WIRE
BUTTERFLY
VALVE
R0
11
UNDISTURBED
EARTH
-VALVE PAD IN
UNPAVED AREAS
(SEE FIGURE 107)
-FINNED GRADE
a
14 GAUGE COLOR CODED
INSULATED LOCATE WIRE
ADJUSTABLE CAST
IRON VALVE BOX
BEDDING ROCK
NOTES:
1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION.
2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND
LARGER SHALL BE BUTTERFLY VALVES. SSEEE SECTION 52.3
OF THE UTILITIES MANUAL
S. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS
IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL
BUTTERFLY VALVE AND BOX DETAIL
CITY OF SANFORD 1999 FIG. 401
OPERATING
NUT
HM NW= - As RED'D.
24' SQUARE AND PUMPER N0721E
rCED REIN- FA IPG Er
FORCED CONCRETE
X E AR PAD. (SEE
ND22) VALVE PAD
-- f4 AT Ir (8EE 17HKJRE 107)
AROUND
COMPACTED
BACKFILL MM J HYDRANTANCHORING E
SEE NOTE a
12" MIN.
------------
a• EDOINS ROISK HE' PIPE
WITH ICAL Ess RESILIENT A SEAT GATE
Cts) (WEE AND B40
NOTES -
1.
FIGURE 4�)
1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR
WITH A PERMANENTLY PLUGGED WEEP HOLE.
2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED B
INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED
SECTION.
3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD
SHALL. BE A 12 INCH MINIMUM.
4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING
B-84, KENNEDY KB1A OR CLOW MEDALLION F-2545.
5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH
SECTION 52.7.5 OF THE UTILITIES MANUAL.
B. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT
WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4
AND 52.7.3 OF THE UTILITIES MANUAL
FIRE HYDRANT ASSEMBLY DETAIL
CITY OF SANFORD 1999 FIG. 402
wii j 80' END 12 IiM
THRUST COLLAR RODDED TO
THhR`W. COLLAR RODDED TO BW BEND OR Y THE CITY AS REQUIRED
90' SEND OR RESTRAINED
RA4� TO VALVE AS
k=11113) BY THE CITY
3 INCH AND ABOVE ASSEMBLY
DOUBLE CHECK VALVE
DETECTOR METER ASSEMBLY (MINIMUM)
BALL VALVE 1'0' MIN
(2 REQUIRED) •
5'O' LIN
ABOVE GROUND DEVICE WITH L 2'0' MIN
DETECTOR BYPASS
DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY
CITY OF SANFORD 1999 7FIG. 500B
�.
z
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Z s �3ta
a SSS
FP
fig
TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT
CITY OF SANFORD 1999 FIG. 505
FINISHED GRADE
2" GATE VALVE
2' 90' LEND
RESTRAINED JOINT
DUCTILE IRON
WATER MAIN
ow aF WY UK
YAM LIM Of UTLM risaw
errRss
REDUCED, PRESSURE ZONE
SCHEDULE 50 PVC PIPE
R.
DETECTOR ASSEMBLY AS
AND FITTINGS
iRRFAIIfE�
APPROVED BY THE CITY
wAx iia VALVE.
vavLc
WATER IS UTILIZED)
ED
TEST COCK (IYP.)
O�i10 a s-1
TU
>TO' MN.
RODS ON D.I.P. RISER
FLANGED
+r:Re0L rm
..., �il�ll■lisC'alhCall■Illi*
CONCRETE
,
rlAs•I '[' m BrFAtbscall
senusur
J
CURB
WIC x W10
{or am or sAloDnm)
DOUBLE
(SEE
(EE NOTE
NOT
WIRE MEW
Ale E
CODED 14 GAUNT
SLOPE
SLOPE.
,
,
LOCATING WIRE
/�ilf1s..*�ii.
FORMED JOINT
0a eve WmH
a u0sa0. % Inc
s Ino
� isle
Z(2*
3r MIN. COVER
rnalaa YUELM
PIPE AND CONCRETE
VASno
SLAB (TYP)
To
im
- SERVICE LINE
TO salvar-
wii j 80' END 12 IiM
THRUST COLLAR RODDED TO
THhR`W. COLLAR RODDED TO BW BEND OR Y THE CITY AS REQUIRED
90' SEND OR RESTRAINED
RA4� TO VALVE AS
k=11113) BY THE CITY
3 INCH AND ABOVE ASSEMBLY
DOUBLE CHECK VALVE
DETECTOR METER ASSEMBLY (MINIMUM)
BALL VALVE 1'0' MIN
(2 REQUIRED) •
5'O' LIN
ABOVE GROUND DEVICE WITH L 2'0' MIN
DETECTOR BYPASS
DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY
CITY OF SANFORD 1999 7FIG. 500B
�.
z
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Z s �3ta
a SSS
FP
fig
TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT
CITY OF SANFORD 1999 FIG. 505
FINISHED GRADE
2" GATE VALVE
2' 90' LEND
RESTRAINED JOINT
DUCTILE IRON
WATER MAIN
ow aF WY UK
YAM LIM Of UTLM risaw
errRss
some= am
SCHEDULE 50 PVC PIPE
R.
REDUCED PRESSURE DEVICE
AND FITTINGS
iRRFAIIfE�
rr
7WATER
vavLc
WATER IS UTILIZED)
or ML
�
O�i10 a s-1
TU
>TO' MN.
re OL
+r:Re0L rm
000111 OEM an mm
HYDRANT
BLY
rlAs•I '[' m BrFAtbscall
senusur
J
CURB
an
{or am or sAloDnm)
DOUBLE
(SEE
(EE NOTE
NOT
A
GRADE
Ale E
CODED 14 GAUNT
0011 auT vuvo
INSLILATED COPPER
DOUBLE CHIC
LOCATING WIRE
VALVE
oa nARam .,�
0a eve WmH
a u0sa0. % Inc
s Ino
� isle
Row Oe af.IL N=
x aA x
TOE MID11
rnalaa YUELM
_
VASno
ee' w Ra• OI EaOaQg
To
im
- SERVICE LINE
TO salvar-
wal=w a N I a In WWw" TO
APPLIES ONLY IF IRRIGATION! METER HAS
0
willwamW
AMMAN a
THE IRRIGATION MEDS WILL E PARALLEL
� E1
slew BU
Llo>m
now ocum own m
ser REw 12 T07NLY
SAME SERVICE CONNECTION.
WATER MAIN
off RD 01e0m
mmm
i. A POSITiVECOVPOItDB C CONNECTION SHALL E MAX BETWEEN ALL GALVANIZED AND
t. ALL ME AM LAM AM AKgMnXAMRS
eNA1J. E >tIB+PIm W I
W�
2. MEITR SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE,
Z ALL; AM•JaFlnnis 'nEE_ } DiaQ AM L RSEN !WL HE
SHALL IT E INSTALLED IN SIDEWALK
OR ODER PAVED AREAS.
IRSIRAII® li DUa111E ge11 l�lE. ARDVE aRIAD[ imm
a USEPRIR R SUITE TO BABE MATERI"
FINISH WITH TWO COATS OF PURPLE
SH" E EAMW-FLAMED.
4. DEVICE SHALL E 12 INCHES (MINIMUM)
i ME& 6� ARM saw. E ADM MM
IRRIGATION METER PRESSURE VACUUM BREAKER OR
REDUCED PRESSURE ZONE ASSEMBLY
4 VALVES *WL E WAIT® GLOSS.
1999
FIG. 502
s IM AMVE 400180 WRAW LIE SUM N R® FOR FINE FLON
MAXIMUM
a ALL FIE lues 90A E A mm" OF oars 00 ExFas
ti
OR AS APPFAM W THE FIE apt.
7. THE MM AMM LY SHAM E PAM® SAM RED roR M
PRDI:WIpl1 UK11 Aaa PAu on= LIKE.
ARDR D W
r
N
L A LORE VALVE SIAM E INBI = N THE AMM LY'B
ow"W1011 PARE To TLE YAP.
c0
a DUAL DCMMx IC -FILE FLOW MAW= YETra UML E
THE CQMFV tO TIM .
vHAL�LE��pNNDS PNOM Cls
MW pawma
1a DR ID° iaDE
1W� AS
Ao00 now WRH AFPQmOI b' OF 7W umnm
r wN
DUAL DOMESTIC-FIRE/FLOW DOMESTIC WATER MASTER
METER ASSEMBLY
CITY OF
SANFORD
1999
FIG. 501
Of
G
ru ji.`F�I
I- sl
lei
Mi
fig
F_/I
c s
foil >
TYPICAL COMMERCIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT
CITY OF SANFORD 1999 FIG. 506
TRAFFIC COVER
WHERE REQ'D.
.2w
8' BEDDING ROCK
DOUBLE
_.
2" 90° BEND
B'
TAPPED CAP
NOTES:
1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED
STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE
ON JOINTS.
2. COLOR SHALL BE APPROPRIATE FOR USE.
3. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL
MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR.
BLOWOFF VALVE DETAIL
CITY OF SANFORD 1999 FIG. 403
DOUBLE SINIIILE
LOTS "rn+) SERYNUE (TYP.) SERVICE CtYP)
1116 S(�rnY.)
RIGHT OF WAY LINE
SEPARATE ER CURB
BOXES WATER MAIN
2' (TYP.)
SIDEWALK (TYP.)
RIGHT OF WAY LINE
NOTES:
1. ANCHORING TYPE Sir BEND SHALL ONLY BE USED WHERE RIGHT-
OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A
STRAIGHT ASSEMBLY.
2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM
TO THE INTENT OF THIS FIGURE.
TYPICAL SERVICE LOCATION DETAIL
CITY OF SANFORD -71999 FIG. 404
SCHEDULE 40 GALVANIZED
UTILITYD FOTAaE um RRa1Aean WNP XW PAM one =M
PIPE AND FITTINGS: OR
PRESSURE VACUUM BREAKER OR
SCHEDULE 50 PVC PIPE
R.
REDUCED PRESSURE DEVICE
AND FITTINGS
Noma MR 4
(NOT REQUIRED WHERE RECLAIMED
7WATER
z
WATER IS UTILIZED)
\1i
UNION UNION
TO LTE FLUSH WITH
TU
FINISHED GRADE.
C FIE
SHUT OFF VALVE
HYDRANT
BLY
psaPr•1n
12' TO 30'
J
CURB
4' TO B'
{or am or sAloDnm)
DOUBLE
(SEE
(EE NOTE
NOT
A
GRADE
+
FINISHED-
INi�I�
GRADE
CODED 14 GAUNT
RIGHT OF WAY LINE
SEPARATE ER CURB
BOXES WATER MAIN
2' (TYP.)
SIDEWALK (TYP.)
RIGHT OF WAY LINE
NOTES:
1. ANCHORING TYPE Sir BEND SHALL ONLY BE USED WHERE RIGHT-
OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A
STRAIGHT ASSEMBLY.
2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM
TO THE INTENT OF THIS FIGURE.
TYPICAL SERVICE LOCATION DETAIL
CITY OF SANFORD -71999 FIG. 404
SCHEDULE 40 GALVANIZED
UTILITYD FOTAaE um RRa1Aean WNP XW PAM one =M
PIPE AND FITTINGS: OR
PRESSURE VACUUM BREAKER OR
SCHEDULE 50 PVC PIPE
R.
REDUCED PRESSURE DEVICE
AND FITTINGS
Noma MR 4
(NOT REQUIRED WHERE RECLAIMED
z
WATER IS UTILIZED)
METER BOX AND UD
UNION UNION
TO LTE FLUSH WITH
TU
FINISHED GRADE.
M a
CO Czz
SHUT OFF VALVE
1
psaPr•1n
12' TO 30'
J
CURB
4' TO B'
{or am or sAloDnm)
DOUBLE
RVTCE
A
GRADE
+
FINISHED-
INi�I�
GRADE
CODED 14 GAUNT
INSLILATED COPPER
DOUBLE CHIC
LOCATING WIRE
VALVE
�
a
U
W
METER
METER
CURB STOP
- SERVICE LINE
APPLIES ONLY IF IRRIGATION! METER HAS
SEPARATE TAP TO MAIN. IN MOST CASES
CORP. STOP
THE IRRIGATION MEDS WILL E PARALLEL
TO THE HOUSE METER AND OFF OF THE
DOUBLE STRAP SADDLE
SAME SERVICE CONNECTION.
WATER MAIN
mmm
i. A POSITiVECOVPOItDB C CONNECTION SHALL E MAX BETWEEN ALL GALVANIZED AND
mtkuDM
2. MEITR SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE,
OR AT PROPERTY LIE AND IN NO CASE
SHALL IT E INSTALLED IN SIDEWALK
OR ODER PAVED AREAS.
a USEPRIR R SUITE TO BABE MATERI"
FINISH WITH TWO COATS OF PURPLE
EXTAMEL
4. DEVICE SHALL E 12 INCHES (MINIMUM)
ABOVE HIGHEST OUTLET.
IRRIGATION METER PRESSURE VACUUM BREAKER OR
REDUCED PRESSURE ZONE ASSEMBLY
CITY OF SANFORD
1999
FIG. 502
DISINFECTION
Before Zf pkoed rn �service, all now new water main* .hall be ahlartr,ated In accordance Wthe speaflaatlora
belowAll pravAe in AWWA C-851 'Standard Procedure for DtWnlwffng Water MaIW.
ltmlOhE�at �iM��Florida
ITepartmerrt of Environmental Protection Permit shall be compiled with.
WATER SYSTEM TESTING:
Its; testing doll be perfaffned at 150 pnmde per square Inch pr*esure, union
��� ��a aP� e� � . for aape W ooff� n{ott }Ilea than t t3 )ASA 8tonda�rd CLI be in
dualihls bwn pipe and'AWWA Manual Number M-23 for<pe
The Proaeduro shoil Include the continued appRooHon of ft opeo fled preaun
to tw for the two hear way of a�pulm l ja *u from a rOhLa�IA the
lesrolunle or ,ro aatd oa+ atne► S�ioul�d �F i ts�iF fwxI nae*eea��r�i! all be �
tM amd Lest until wHhRn tine Rmtie. The
sandu-t the required wafer d4 r�mu fah sysF�m and Dwfoprm goulso
n Dry Diem* required is
WATER SYSTEM TESTING AND DISINFECTION
CITY OF SANFORD 1999 FIG. 507
SCHEDULE 40 GALVANIZED
PIPE AND FITTINGS OR DOUBLE CHECK OR
SCHEDULE 80 PVC PIPENUOUNION
REDUCED PRESSURE DEVICE
AND FITTINGS
METER BOX r UNION
TOLRE FLUSFINISHED GR
SHUT OFF VALVE
1 12" TO 30'
ABOVE
CURB 4' TO 8' GRADE FINISHI
GRADE
I
Vt METER
CURB STOP
SERVICE LINE
CORP. STOP
DOUBLE STRAP SADDLE
WATER MAIN
NOTE&
1. A POSITIVE DIELECTRIC CONNECTION SHALL E MADE BETWEEN ALL "I VAN= AND
BRASS COMPONENTS.
2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLBAEE,
OR AT PROPERTY UNE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK
OR OTHER PAVED AEA&
Z DIE PRIMER SUITED TO BASE MATERIAL& FINISH WITH TWO COATS E BLACK
EXTERIOR ENAMEL.
DOMESTIC METER AND DOUBLE CHECK VALVE OR
REDUCED PRESSURE ZONE ASSEMBLY
CITY OF SANFORD 1999 FIG. 503
HORIZONTAL d VERTICAL SEPARATION REQUIREMENTS
UTILITYD FOTAaE um RRa1Aean WNP XW PAM one =M
ApearlAa✓C
11� VEIL W= YBr. Harr Nw. RIOIRZ 14111.
vrrANas
- - r +r ,r fr ra +r
11M it _ _ r _ _
Noma MR 4
SA� is
1. THE TABLE ANTS THE MINIMUM SEPARATION REQUIREMENTS AS
ED IN F.D.E.P. RULES E THE FLORIDA ADMINISTRATION CGDE
AC} THESE SEPARATION REQIRENENTS SHAH. APPLY BETWEEN
LINES PROPOSED UTILITY LINES AND EID TING OR PROPOSED UTILITY
e2. I= THE PURPOSE OF THS TARI.E, ECWNED WATER SHALL MEAN
uNREST`","u PUBLIC ACCESS REUE WATER AS DLFIM BY F.A.M
17-810. OTHER TYPES OF IECLAIMED WATER ARE CONSIDERED RAW
SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY.
3 ALL SEPARATION DISTANCES ARE FROM MMM OF PIPE TO OUTSIDE
OF PIPE UN ESS 07HERYM SPECIFIED. CRITERION PRODUWNG
GREATER CLEARANCE SHALL E USED.
CTC - DOOTES CENTER OF PIPE TO CENiER OF PIPE.
0/0 - DENOTES OUTRIDE OF PIPE TO OUTSIDE OF PIPE.
A. ACCEPTABLE VARIAN
A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE
IRON PIETE PE OR CONCRENCASEMENT MUST E USED FOR AT
IEABT ONE OF THE PIPM a1C10.E IRON OR CONCRETE EN-
CASEMENT MIST E USED UNTIL MINIMUM CLEARANCE K
REQNNM
B. WHERE 10 INCH VERTICAL SEPARATION B HOT ATIAINAENE AT
Cn APE
USE FULL H�1ACENTE ED Ar THE GTH OF DUCTILE �6L
SUPPORT MAY E REQUIRED.
8. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACi WITH
ANY PART OF A SANITARY OR STORM WATER MANHOLE OR
UTILITY MAIN SEPARATION REQUIREMENTS
CITY OF SANFORD 1999 FIG. 508
st I�mL)
ar�rMl UR am -
Z am am
W NG1x 3%
0
191 lux
TaRaw
r� E�)
ssEr nE1ER RDx AND
INAM METER ss TD r
SDIOLE SERVICE
CORPORATION $TCx+
IIOFITTING
t "My OPEN)
man
MAINT CE SERVICE
"a MAIN WIRE
WITH WATENI+HOOF
KXINNEOff
- \- YOKE BAR
METER
" TYPE cure STOPT
TYPE 'M FLEXIBLE
WATERMAIN COPPER OR CTS
POLYETHYLENE
SADDLE TURING (i' MIN)
NOTM
1. ALL FITTINGS SHALL E BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS.
2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY,
E. EACH SERVICE SHALL TERMINATE AT A CURB 8) WHICH SHALL E BURIED
'MATELY r BELOW FINAL 18' ST WITH THE TTOP
OPDAINTED BLUE AND MARKEAND BE D WIWITH A
WITH THE
NUMBER OF THE LOT(S) TO E SERVED.
4, RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE
PURPLE COLDRED CTS POLYETHYLENE TUBING.
a
POTABLE WATER SERVICES SHALL E PAINTED BLUE (COPPER) OR USE
BLUE COLORED CTS POLYETHYLENE TUBING.
WATER SERVICE CONNECTION DETAIL
CITY OF SANFORD 1999 FIG. 405
2.E DOUBLE CHECK BACKFLOW
TER PREVOiIFR ASSEMBLY
SCI. 40 GALVANIZED
PIPE MID FITTINGS
TEMPORARY PEBBLE GALORE PROVIDE TEYPORAR1f
SUPPORTS AS REQUIRED.
12' TO.70" a/4' FIOBEBIE
ABOVE YirAQLRL RIlEAIQ R
2' SCEs. 80 PVC. OEUIDE 2' SCHM DD PVC
PRESSURE GAUGE
DOUBLE STRAP SADDLE
2' Mr. STOP
T, call+. sroP
EX19nMo e e NEW WATER LINE
WATER LINE
FLOW --�-
U Ju
TIFr91 VALVE MUST E t2DSED AND
REMAIN LOCKED, CITY TO PROVIDE
LOCKING MECHAMM. VALVE WILL E
OPERATED BY CITY PERSONNEL ONLY.
NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERULL%
ASSEMBLY, AND THE INSTALLATION OF THE DEVICE.
TEMPORARY JUMPER CONNECTION
CITY OF SANFORD 1999 FIG. 504A
CAUTION
MODIFICATION OF THESE DETAILS BY NON -CITY
OF SANFORD PERSONNEL, OTHER THAN THE
FILLING IN OF BLANK INFORMATION LOCATIONS,
SHALL RESULT IN THE WITHDRAWAL OF THE
UTILITIES DEPARTMENT'S APPROVAL OF THE
SUBJECT ENGINEERING PLANS.
CITY OF SANFORD UTILITY STANDARD DETAILS IDATE 1999 1 APPROVED M. CRUMPTON PE IDET003
Y-BIMNpi
{� s/4•
B
0" ow
z
U
C*
'
TU
M a
CO Czz
lunoLaw
psaPr•1n
MORIDLML MULL nlEsl s
o o
WAM MLTFO UP TO r
{or am or sAloDnm)
DOUBLE
RVTCE
r CONTINUOUS COLOR
U
CODED 14 GAUNT
INSLILATED COPPER
DOUBLE CHIC
LOCATING WIRE
VALVE
- \- YOKE BAR
METER
" TYPE cure STOPT
TYPE 'M FLEXIBLE
WATERMAIN COPPER OR CTS
POLYETHYLENE
SADDLE TURING (i' MIN)
NOTM
1. ALL FITTINGS SHALL E BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS.
2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY,
E. EACH SERVICE SHALL TERMINATE AT A CURB 8) WHICH SHALL E BURIED
'MATELY r BELOW FINAL 18' ST WITH THE TTOP
OPDAINTED BLUE AND MARKEAND BE D WIWITH A
WITH THE
NUMBER OF THE LOT(S) TO E SERVED.
4, RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE
PURPLE COLDRED CTS POLYETHYLENE TUBING.
a
POTABLE WATER SERVICES SHALL E PAINTED BLUE (COPPER) OR USE
BLUE COLORED CTS POLYETHYLENE TUBING.
WATER SERVICE CONNECTION DETAIL
CITY OF SANFORD 1999 FIG. 405
2.E DOUBLE CHECK BACKFLOW
TER PREVOiIFR ASSEMBLY
SCI. 40 GALVANIZED
PIPE MID FITTINGS
TEMPORARY PEBBLE GALORE PROVIDE TEYPORAR1f
SUPPORTS AS REQUIRED.
12' TO.70" a/4' FIOBEBIE
ABOVE YirAQLRL RIlEAIQ R
2' SCEs. 80 PVC. OEUIDE 2' SCHM DD PVC
PRESSURE GAUGE
DOUBLE STRAP SADDLE
2' Mr. STOP
T, call+. sroP
EX19nMo e e NEW WATER LINE
WATER LINE
FLOW --�-
U Ju
TIFr91 VALVE MUST E t2DSED AND
REMAIN LOCKED, CITY TO PROVIDE
LOCKING MECHAMM. VALVE WILL E
OPERATED BY CITY PERSONNEL ONLY.
NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERULL%
ASSEMBLY, AND THE INSTALLATION OF THE DEVICE.
TEMPORARY JUMPER CONNECTION
CITY OF SANFORD 1999 FIG. 504A
CAUTION
MODIFICATION OF THESE DETAILS BY NON -CITY
OF SANFORD PERSONNEL, OTHER THAN THE
FILLING IN OF BLANK INFORMATION LOCATIONS,
SHALL RESULT IN THE WITHDRAWAL OF THE
UTILITIES DEPARTMENT'S APPROVAL OF THE
SUBJECT ENGINEERING PLANS.
CITY OF SANFORD UTILITY STANDARD DETAILS IDATE 1999 1 APPROVED M. CRUMPTON PE IDET003
W
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DATE:
8/20/04
SCALE:
111 = 20'
PROJECT NO:
107.71
DRAWN BY:
WCC
DESIGNED BY: �-+r
W lel.
CHECKED BY:
GLS
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DATE:
8/20/04
SCALE:
111 = 20'
PROJECT NO:
107.71
DRAWN BY:
WCC
DESIGNED BY: �-+r
W lel.
CHECKED BY:
GLS
GRADE MUST
AWAY FROM
2010 eUU
**SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS
NOTE: A CONCRETE ANCHOR OF 2600 Ibs (17.3 CU ft) IS
REQUIRED ON ALL MODEL 2010 93° STATIONS.
FILL TO GRADE WITH CLEAN. COMPACTABLE BACKFILL. SUCH AS
oCe r-F;A%X nP rw111,HFn -TnNF. 1/R' - A/4' IN SI7F.
FOR
4RD)
SGS CAH 01/21/99 A 1/16
DR BY CHK'D DATE ISSUE SCALE
SEWER SYSINEMS
MODEL 2010-93
PA 0856 PO4
ri0 GRIENDR PUMP DETAIL
TYPICAL INDOOR INSTALLATION
MODEL 2010
environment one
CORPORATION
LM000111 REV -
K10,0-�oGRINDER PUMP DETAIL
18" x IS" x 6"
CONCRETE PAD
W/ #4 BAR
EACH SIDE
45° BEND
WYE IF SERVICE CONT
CAP
PIPE
BELL END
3' MIN,
NOTE:
TYPICAL LATERAL INSTALLATION
SDR 7 HDPE PIPE
A CURB 13Dx
WRS
01/06/97
-
MINNEAPOLIS STYLE
DR BY
CHK'D
DATE
CURB BOX SHOWN
SCALE
environment one
CORPORATIDN
TYPICAL LATERAL INSTALLATION
SDR 7 HDPE PIPE ARCH AND MINN PATTERN
A PACK JOINT
EN*ER
A PACK JOINT
UPLING
ENER
A PACK JOINT
COUPLI
W/STIFFENER
JOINT INSTRUCTIONS
W/STIF
W/SSTIF
P02
TO MAIN
''.•
:11/; ; f : :y
•��e
- .
HDPE PIPE
A CURB STOP, CHECK VALVE
CD
ASSEMBLY
80)
ARCH STYLE
CURB BOX
ADJUST EXTENSION ON CURB BOX
SO THAT THE CAP IS FLUSH
WITH GRADE LEVEL
PLACE CURB BOX OVER
CURB BOX BASE
LOCATE AND PIN STATIONARY ROD
TO VALVE ACTUATOR
PLACE CURB BOX BASE
OVER VALVE ASSEMBLY
CONCRETE INSERT STIFFENERS TO BE INSTALLED
THRUST BLOCK AT EACH PACK JOINT COUPLING
MINNEAPOLIS STYLE
CURB BOX
ADJUST EXTENSION ON CURB BOX
SO W H GRADEEL�L IS FLUSH
LOCATE AND PIN STATIONARY ROD
TO VALVE ACTUATOR
/THREAD CURB BOX BASE
TO MATING THREADS ON VALVE
CONCRETE INSERT STIFFENERS TO BE INSTALLED
THRUST BLOCK AT EACH PACK JOINT COUPLING
POWER/ALARM
TO DISCONNECT
PANEL
GRAVITY INLET
MODEL 2010 SHOWN
INSTALL ALL UNDER GROUND PIPING PER
ASTM D 2321-89
INSTALL GRINDER PUMP STATION PER
GRINDER PUMP INSTALLATI❑N INSTRUCTIONS
A - INCLUDED IN LATERAL KIT
*FOR ORDERING INFORMATION SEE PA1372POl LATERAL ORDER CODE
00
GRINDER E
R PUMP DTAIL
1 L
APS
WRS
01/06/97
-
3/16
DR BY
CHK'D
DATE
ISSUE
SCALE
environment one
CORPORATIDN
TYPICAL LATERAL INSTALLATION
SDR 7 HDPE PIPE ARCH AND MINN PATTERN
PA 1 333 P01
PROVIDE BRASS RING & PLUG IN TRAFFIC AREAS.
RISER AS REQ'D
SIZE CLEANOUT 6" DIA. TYP.
450 BEND IF
TERMINAL C.O.
r TO GRAVITY SEWER
i. SINGLE FAMILY RESIDENTIAL CLEANOUT AND CONCRETE PAD
TO BE FLUSH WITH FINISH GRADE.
0 SANITARY CLEANOUT DETAILri0L
96005D
TYPICAL OUTDOOR INSTALLATION
MODEL 2010
I
24"
PRIVATE
PUMP STATION
SENTRY MANAGEMENT
407-788-6700
CONTACT SIGN TO BE POSTED
ON EITHER CONTROL PANEL
OR DIRECTLY ABOVE E -ONE
STATION
1l" DISCHARGE
LINE
CONTROL
PANEL
_D v
E -ONE
SUPPLY CABLE -
PACK JOINT
INSTRUCTIONS
SDR 7 POLYETHYLENE PIPE
PACK J❑INT COUPLING
(OR BALL VALVE HOUSING)
CLAMP SCREW GASKET
0111'
STAINLESS STEEL
INSERT STIFFENER
INSTALLATION STEPS
1- Cut pipe square,
2- Make sure pipe is round, not flattened,
Clean off any dirt so that the surface is smooth
3- Insert stiffener into the end of pipe. Press
stiffener in until the rolled rib butts up to
the end of the pipe.
4- Insert pipe through Pack Joint nut and into the
the socket of the fitting,
5- Tighten Pack Joint nut 1 to 1-1/2 turns after
gasket starts to compress,
6- Tighten the clamp screw very securely with a
socket or box end wrench,
PRECAUTIONS
1- Always pressure test for leaks prior to
backfilling,
2- Brass fittings can be damaged by improper
handling, Protect threads, Do not drop.
Backfill and compact carefully per ASTM D2321
so that fittings are not stressed by the weight
of the earth,
3- Protect ball valve assemblies from freezing,
Attempting to forcibly open or close a frozen
valve will destroy the valve
0.4682RANGE OF
APS
WRS
01/06/97
-
3/16
DR BY
CHK'D
DATE
ISSUE
SCALE
environment
one
CORPORATION
PACK
JOINT INSTRUCTIONS
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CONSTRUCTION DRAWINGS
for
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Y
CITY OF SANFORD, FLORIDA
ISSUED FOR BID DOCUMENTS
PROJECT TEAM
OWNER/DEVELOPER:
D.,R.Horton
5850 T.G. Lee Boulevard, Suite 600
Orlando, FL 32822
(407) 857-9101
LANDSCAPE ARCHITECT:
Miller ■ Community Planning
Einh®use ■ Project Management
Rymer & ■ Civil Engineering
Boyd ■ Landscape Architecture
500 Winderley Place, Suite 100
Maitland, Florida 32751
(407) 838-8041
July 11, 2003
Revisions: & 9/4/03 - Mulch path removed
Revisions: & 8/20/4 - LANDSCAPING IN ISLAND/TREES AT ENTRANCE RELOCATED
Revisions: & 11/15;`x14 - NEW PARKING LOT LAYOUT
Revisions: & 2/10/05 - UPDATED CABANA FOOTPRINT
SHEET UNDEX'
Sht. C-1 Cover Sheet/Legend of Drawings
Sht. L-1 Community Park Landscape Plan
Sht. H-1 Community Park Layout and Grading Plan
Sht. H-2 Hardscape Details
10
C-1
SHEET 01 OF 04
Project #0107.71
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ROWLOCK BAND OP RECTANGULAR "TREMRON" PAVERS OF
roll X 9" 3 PIECE OLD TOWNE - COLOR- "YELLOW No. 311, SECURED IN PLACE
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2 3/8" THICKNESS, TO BE INSTALLED PER MANUFACTURER'S
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RUNNING BOND PATTERN OF "TREMRON" PAVERS, roll X 9" OLD TOWNS
COLOR: (�L D CHICAGO (GOLDEN ROD W., YELLOW No3 AND BROWN NO. 81)
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— 1-2" COMPACTED SAND SETTING BED
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PERVIOUS TOT LOT SURFACE MATERIAL (MULCH OR OTHER)
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3" x 3" ALUMINUM SQUARE POST (TYP.)
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CONCRETE FOOTING
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PLANTING AREA, RECESSED 1 1/2" BELOW TOP OP PAVERS
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roll X 9" 3 PIECE OLD TOWNE - COLOR: "YELLOW No. 3", SECURED IN PLACE
WITH MORTAR, MITER ALL CORNERS AT 45° ANGLES,
2 3/8" THICKNESS, TO BE INSTALLED PER MANUFACTURER'S
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RUNNING BOND PATTERN OF "TRE:MRON" PAVERS, ro" X 9" OLD TOWNE
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ROWLOCK BAND OF RECTANGULAR "TREMRON" PAVERS OF
roll X 9" 3 PIECE OLD TOWNE - COLOR: "YELLOW No. 3", SECURED IN PLACE
WITH MORTAR, MITER ALL CORNERS AT 4S' ANGLES,
2 3/8" T�4ICKNE55, TO BE INSTALLED PER MANUFACTURER'S
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FULL BULLNOSE, NO -PC -2 COLOR "BUFF", INSTALL E SEAL PER MANUFACTURE'S SPECIFICATIONS.
PROVIDE P REVEAL
NOTE: REFER TO POOL
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SCALE:
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PROJECT NO.:
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DESIGNED BY:
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SCALE:
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PROJECT NO.:
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DRAWN BY:
CK
DESIGNED BY:
BHR
CHECKED BY:
BHR
SHEET NO.
H-2