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DATE
30 October 2001
JOB No.
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Steel Fire Escape _Alum. Frames w/ Glass \_� __ STO EFTS .System over Dens board
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24 Go. Galvalum Multirib Back Panels
-- 24 Ga. Galvalum MulHrib Roof
STO EFIS System over Denseboord ,alum. Frames w/ Glass
20 Ga. Reversed Batten 0" Galy. Panels
\_— Steel Fire Escape
Gutter and Downspouts
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DATE
30 October 2001
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SITE DATA:
PROJEGT ZONING: RMOI
PARCEL ID# 25-1g-30-5AG-OXOO-006A
PARCEL ID# 25-19-30-5AG-OX00-006B
�IPPh�OV�O S/725 //V�O,R/4I T/ON
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City ofSonfnrd, 0.4-7�-Oy
ACREAGE
TABULATION:
Total Site Area:
45,210 Sq.Ft. = 1.038 Acres
Area Dedicated by R./w
1,360 Sq. Ft.= 0.031 Acres
Drainage Basin.
43,650 Sq. Ft.=1.069 Acres
Building:
4,512 Sq.Ft. = 10.096
Other Impervious
24,570 Sq.Ft. = 54.3 %
Total Impervious Area:
29,082 Sq.Ft. = 64.3 %
(Landscape/GreepArea)
Retention Areas
5,087 Sq. Ft. = 12.6 %
Green Areas
10,441 Sq. Ft. = 23.196
Total Pervious Area:
16,128 Sq.Ft = 35.7 %
4,L P34 V. S/TE FORI/` T/O/V
-iPP,r20V�O By City of San{or-d, 04-i 7-01
rue &11 ly r-'t-Hull emu. .--'y-I I -
Medical Office Building:
1 Space per 200 S.F. of Building Area 9,024 Sq-Ft
3 Doctors x 3 Spaces Each =
Total Required Parking:
PARKING PROVIDED:
Standard 10' x 20' Parking Stall:
Handicap 12' x 20' Parkina Stall:
Total Parking Provided:
City of Sanford
Model Codes in effect:
Standard Building Code 1997-e-d--
Standard Plumbing Code 1997 ed.
Standard Mechanical Code 1997 ed,
National Electrical Code 1996 ed.
See City Code AMENDMENTS
FL, Accessibility Codes 1997
FL. Energy Code 1997
REV. # DATE EY:
1 11/01/01 KJS
PEV/SEO _ /517Z /N10121'I T/O/V
ACREAGE TABULATION:
Total Site Area: 45,210 Sq.Ft. = 1.038 Acres
Area Dedicated by R./w 1,360 5q. Ft.= 0.031 Acres
Drainage Basin
43,650 5q. Ft.=1.069 Acres
Building:
5,535 Sq:Ft. =
12.2 %
Other Impervious
25,756 Sq.Ft. =
57.0 %
Total Impervious Area:
31,2.91 Sq.Ft. =
60.2 %
(Landscape/GreepAreo)
Retention Areas
5,687 Sq. Ft. =
12.6 %
Green Areas
8,232 5q. Ft. =
18..2 %
Total Pervious Area:
13,919 Sq.Ft =
30.8 916
/TE //VFOR/`V A T/O1/
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Spaces Parking Required: Sq-Ft- Spaces
Medical Office Building:
45.1 Space 1 Space per 200 S.F. of Building Area 9,624 Sq.Ft. 48.1 Spaces
9 5 ace 3 Doctors x 3 Spaces Each = 9 Spaces
54 Spaces Total Required r-::-irking: 57 Spaces
PARKING PROVIDED:
50 Space Standard 10' x 20' Parking Stall: 57 Spaces
3 Space Handicap 12' x 20' Parking Stall: 3 Spaces
53 Spaces Total Par' -in a FBI uvided: 60 Spaces
S E P
ACCESSIBILITY CODES
ENERGY CODES
pN ANY CONST. P,EtYt RING
SANFORD BUILDING DEPT. STRuPTUAL STEEL DRAWINO
`THESE PLANS ARE REVIEWED AND CONDITIONALLY e�, Ii t `` t�� "RL AN AS UIJILT
ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE C'EG�T�fD�� �T
CONSTRUED TO BE A L ICENSr: TO PROCEED WITH STIluc Utz. DIG- ON , r1E
THE WORK AND NOT AS AUTHORITY TO VIOLATE, F �(; j r�?j;( OF TK SWU'
CANCEL, ALTER, OR SET ASIDE ANY OF THE
PROVISIONS OF THE TECHNICAL CODES, NOR SHALL
ISSUANCE OF A PERMIT PREVENT THE BUILDING
DEPT FROM THEREAFTER REQUIRING A CORREC-
TION OF ERRORS ON THE PLANS, CONSTRUCTION
OR OTHER VIOLATIONS OF THE CODES.
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Drainage Basin 43,850 Sq.Ft. 1.007 Acres
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Developer shall construct reclaimed water distributl6n . , " . 1. , . . -4L-.: 1.7 @, 1, IS4, "' '4
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facilities to th? proposed development� and to each lot - I . � �, . �', � 4 � I.. ,-:i � , - I IV I - ,,�t, , �,iv ,-i'. r. '
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and tract within said development. . I " I . - - - !I � -, fli:
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A fully automatic Irrigation system, utilizing reclaimed .. 1. � I I �A ,,.-� -.' , �- -, - . �.. Z. ,.;% V J �`" JJ i� , i , ....?
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water shall be installed � by the de�eloper So . as t9t . , i , I - ", . .11 - - 1. ,-,. - , -=- � ... , ..1"", -ij,�,,,
provide total coverage-f6r '()It laridscaping, IncludlAg I 4� �� o ,-. .- I ; It 1� -V ,., "
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hedges., trees, grosAed,,creos, for the proposed - I � .1 . I I I .. L , 4 J� I - . . to- k 1.0�-� x - . .. "', , q ,?I `,,V `.., I
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development q,nd each' lot and tract therein. . . �' , -3 . , � - .; ",
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TAKEBACK CALCULATIONS: � I 1.11, . , �
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UP V19
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Total Acreage; 1.038 Acres* I . � . I � -- .t� - -!. < ., -, ", 17
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Irrigated, Acreage; - 0.241 es:k . � . , , � I ., " I. , - , , ,j
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78, GPD I I - �, " . - - - - b'd . W '!�r-; �,,,. ��'; ,'4'�v, �
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Potable 'W*ter+.-Usdg$: ' lill ,. , , I - , ��'.
r , ,-943 OPD, � .� . . I � f, 'I, � 0 --� I - I �
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Sewer" Uto,ge: (9,425 SF- x 0.1 CPO) - 943 OPD: - L I . I � � :1.. . .. - .....r . . :,� ;I ... -"7 .:� 1 4 �1. I
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All pavement, rnprkin plastic .and .shall il . I . . � . � 111, ." , . '. , .
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be Installed In 'appordon(Ze with FDOT Index, #11 7346i; - - . - , - � 11 I . 4 o� .. ,-- 1,
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All reflective markeri are to be I . 1`-, I , .
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placed In :occqrdomem ' I . - . , , . .
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, 11. . - 1, . . :- . - - ;S �
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with FDOT Standard Index # 1 73,52; . . �, % ,� � . . � I. I , ., , �,
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I I .11 I . I � . .1 ,� - , 'Ik,-.... I .j , -� < -- ck-i , 1* I V '. ,`---� ,'�,. , F ,I
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All signs are toL�be placed in accordance with FDOT. ' * . I I., I I ' - �'- 'A10 .qt - ,i -.:I
I � I . + 1: "; A , 1. "IF . ,4, �
Standard Index #17302 and the 'Manual On Uniforim' � I . I .1 . I . :r .-.;' - I . P I �-. c�- , - in- - -, - ,N- - ,C.�4
Traffic ,Control Devices. For Streets And.. Highways",- . . .. I . I I � , - '�: - 1� � - ,a 4 . , .. . ; - �,4,4- I " -14
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. I % . I 1. � . I "f7- - 1. U,
uring I I , - -, I. + 11 � * ! Wq, - J. A. , I.
Contractor to have In place d ' construction a work" �'. *., " '. ", , � f 11 . ,1� - - .;, dr. --
Zone Traffic Co' rol Plan per . '. . . � 1� A- . , Q, .
FDOT Stan. Index #600. I , � . "t- I --I' �.' � . -�!-., ,---,I &Ii.;- "V
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. ` 11 . . , . f, I �, �- 11. - . I
For additional details see FDOT Standard Index numbers . . z . I ,� � *
1 1 860I 1863, and 17355, 1 1 I : I . . 1 I . i I I I t,+f .,-.1 - * I -. - � I., . 1 4;1, �': .4 ,
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Location L. of 'depicted signs is a p , I I I ., 1*1 I. � -- -- - - -- - - ,
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subject to change as directed y the + Engineer. " - . . I � ". I 1, . � . 6 .. �F.; I .. I
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The contractor, prior to construction, shall field Iodate .1 . 1, .- I . .. 11 I, 11 .1 t --. JT, Ji ';
. . I . . � � 1; . 1, t - -0-�,r V.
ail existing utilities within or surrounding the site, for .; . ��;7$ ..'r, - I . I
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All areas within -the effected right-of-woy disturbed , k" t. � 1 2". . � - ", �.ti -�- -, ., .� , - oi:" 1-1
during construction shall be sodded/reqtored. � j .. . � 11 I 1 4 .': , - - I � I , t. 19. 19. . I . . . . , � I -1
i � , �1. - � - - , , , , . I � I .1
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Contractor shall restore off -site areas disturbed . I , '., c�.' in , , ,I i� . �,* , -�.,. .
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by . I I � + . - : . . . . I - -. .#,� - y
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constructioh'to origiriol condition or' better. , I .i . , . I - .� , ,r - 1 14%;
1 . � . . . r I ;.. , " ;1 l-, - - 0- ,5
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Contractor to maintain traffic flow during construction. . . �, ", -.. "". - . 'i I I 1,.. -�: -, �.
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Contractor may make minor adjustrrIents in align0nent .� I . .�'# � A ', , , . - .- � I ft!' J.'. , . �)�e 1.
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& grade to avoid conflict w/ existing, ,vtil Ries, structures,, . I I �, , i I - �1, � I . . � .,� .I- . "I . I ,. - ZI 11 I � It
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trees or to better match existing field conditions. ,. � . . : . . , , .. �r . I - 11 ; #04 Jl
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Contractor shall put Into place all erosion & sediment .' . I . ? � . , - . '41, . �, I � .�i � , , C ., A -. t ,� x In I
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control� Practices shown prior to start of ,conqtructloin. ' I I '' � � k� 4 I
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Contractor shall record and submit to project engineer I � 1. 6,� ... 1-1 .. "Ll.- -'- , �. I 0'!�-, , , '.. .. ,li '.. t'. -) 1Z . �, I " ,
accurate' As -Built lnforrr�dtion. I . . . � - ... - " *. . 4 . i,,,.��?1��- '.."'t
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Ail existing Wells on, site are to be property abandoned, , . 4�.� .1 I . � � .. ." �n . "
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INO 147.
on 004,wi:t -'or pjh
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,�. . . . I I 1'�, , ., I .x :". ,,� � 1`1 - . I . ;i, �� * I , , L. �. �'S. It .2-
. �[ .,� ,I ., .. . . I I`
. I . I . ". - �': �.? x - _ crl
I � � .. , .t ;1% i�' I I '14"I. I'm
I I '! . --I'. %� . , ;. i "Iv.", , I ,A, , , I "_
- " " "
- ., F, *1� t ,. . , f ,
";, I t _� -i:� x ,�� 4., -,
. I � - � . . � . . . '. ,,, .- 1', � I -111, I,
I . t I .. :�
. I I � . ..
. ,
, .
I ! I . I , 1, � I � .� ,
r I � I , r . r . . I 1. � I, � 11 I . . I .. - ,"'. _ - ---- � - . '4�,?t,
-
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, � : I , 4 1 . i .4. - - -, 1. ; ,�� , - - I :: .it6 �
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I �, !: , " : ,��,.I,l, � � N'i -, I A - , v - 1" , , 114
, . " . � . . � ): ., . , � , "V4 - �- -' -',�, ;'- i�'y _',� I , ,� 1, ,
� _,V� �
" .�,' . , � '. ut 1� V 1, .0
I - . l�, m , JVJ�
�'
" . , ,� I � ' � L I." " ' ' - ,f" %. 'k'�`� �" j�j , (� �_ , �, , ,. .j,iW% . '�.-I � ! ,' I ,,, ..
I � I ', , . , '- _ , . �4 1. ?
, 1, I � � . I 1.11 I ` I �,j� - Iti '��,�;,,, � v , �4_ , � i , , , �� �, I
. - . . I I . �', '. � . "". . , I , , .
I� � % I . . � .1 I "Ir .Vj _r . - . � .
;� , ; " �t .- � �
, . - L , r I I 14F
.1 I 1, . I _-, 1, I ;, I t "I:. * � .�:, . .. , I
� I � i .
4F,y'r
SQUARE CUT EDGE TRENCH WIUTH VARIES SEE NOTE 10
OF EXISTING
PAYMENT (TYP.) W/ SIZE OF PIPE
FINISHED GRADE -\ j
2" MIN. ASPHALTIC CONC.
WIZEN FLEXIBLE P VEMEN7
/ \ IS CUT. U w
NGLE MAY VARY /�/ >c m 0
SEE NOTE 2 i j /i///, = Z
SEE NOTE 4� w
\ F-
PIPE O.D.
/
6"
SELECT z
COMMON 5 w
FILL m z
S�ME /7\4� BEDDING ROCK
PIPE BEDDING\j/\, j/�\%i
(SEE NOTE 8 & 9)UNDISTURBED
NOTES: EARTH
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER
AASHTO 7-180.
2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO
T-180. FLOYABLE FILL, 100-125 P•S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE
AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX.
3. USE Of TYPE A BEDDING TO BE DEfLHMINED IN THE FIELD AS DIRECTED BY THE CITY.
4. 15" MAX. FOR PIPE DIAMETEEk LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND
LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE.
5. WATER StiALL (NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE 10 BE INSfALLEU V41fH BELL (ACING UPSTREAM TO THE DIRECTION OF THE FLOW.
7. REFER TO SECTION 32.5 GF THE M NU4L FOR SHEETING AND BRACING IN EXCAVATIONS.
SHALL COMPLY WITH STATE OF FLORIDA FRENCH SAFETY ACT.
8. GRAVITY SEWERS SHALL U(ILIZE Tlf E 5. BEDDING It REQUIRED BY THE CITY. BEDDING DEPTHSHALL
BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DIAMETER 16"
AND LARGER.
9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW
THE PIPE. THE CITY SHALL DFTERMIHC IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS
REQUIRED TO REACH A SUITABLE FOUNDATION.
10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED 10 MATCH ADJACENT DOMINATE
GRASS SPECIES.
11. FINAL. RESTORATION IN IF.IFROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE.
REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY.
SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS.
.TYPE-A_B0-DJIAG_-AND OPEN -CUT DETAIL
_ CITY OF SANFORD 1999 FIG. 100
MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S).
PVC:C-900/905
PIPE SIZE
4"
6"
8"
10"
12"
14"
16"
18"
20
24"
90' BEND
45' BEND
22-1/2' BEND
11-1/4' BEND
PLUG OR BRANCH
OF TEE
NOTES:
i. FITTINGS SHALL BE RESTRAINED JOINT TYPE,
2. INSIAIL 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 DIE FOLLOWING
ASSUMPTIONS:
* TYPE OF PIPE:_. PVC ___ ___HDPE
* WORKING PRESSURE: ------- P.S.I.--_--_---__ P•S,I,
* SOIL DESIGNATIONi:_-_---_------------
* LAYING CONDITIONS:--__--_ -----------
* TO BE COMPLETED BY THE ENGINEER
RESTRAINED PIPE TABLE PVC-HDPE i
CITY OF SANFORD 1999 FIG. 104A
PLC PIPE COLOR
WATER MAIN: BLUE
TYPICAL PIPE
2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE.-�
POTABLE WATER MAIN POTABLE WATER MAIN j
10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE
Nlrn 431YA llerlod HIVA 431rA 31aY1Od Nlrn N31YA 316 a
j POIAULE WATER MAIN POTABLE WATER MAIN POTABLE WATER MATH
20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE
WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE.
NIIn 431YM 31d 1ioa Nlrn N3lrA 319r10a Nlrn 431rM 3lerloa
POTABLE WATER MAIN POIABLL WATER MAIN POTABL�WAIN
-POTABLE
WATER MAIN POTABLE WATER WAIN POTABL'/
PAPER BACKED ADHESIVE TAPE (TYPICAL)
7
11
��I���///,,f// L�''' 12"
ER MAJN MAX. POTABLE WATER MAIN 1" POTABLE WATER MAIN
6 INCHES
BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING
SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT
ALONG THE PIPE.
PQTABLE WATER MAIN
WITH IDENTIFICATION TAPE
I N1s
PIPE IDENIIFICATION
(POTABL.E WATER)
CITY OF SANFORD
1999
FIG. 110
SQUARE CUT EDGE
OF EXISTING
PAYMENT (TYP.)
FINISHED GRADE
i/
SEE NOTE 2,'
6" (TYP) >.
UNDI51URBED
EARTH
(SEE NOTE 3)
ENCH WIDTH VARIES I SEE NOTE 9
W/ SIZE OF PIPE
1:
2" MIN. ASPHALTi
CONC.
WHEN FLEXIBLE PAVEMENT
" 4
N
IS CUT
cYi
w
GLE MAY VARY
/ m
o
Z
=
C)
w Z
SEE NOTE 4ne
�
•���\
PPE O.D. I
• PPE Y
SELECT o
COMMON E3
w
0
z
FILL m
w
W
NOTES:
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% or THE MAXIMUM DENSITY AS PER
AASHTO 7 -180.
2. TRENCH BACKFILL; COMMON FILL COMPACTED TO 95Y. OF THE MAXIMUM DENSITY AS PER
P.S.I., SHALL BE USED WHERE EXISTING PAVED
AASHTO T-180. FLOWABLE FILL, 100-125
AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX,
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A
BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY.
4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND
LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURIW; CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAh; TO THE DIRECTION OF THE FLOW.
7. REFER TO SECTION 32.5 OF 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
REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY
SHALL COMPLY WITH REQUIREMENTS OF RIGHT--OF-WAY UTILIZATION REGULATIONS.
9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT
DOMINATE GRASS SPECIES.
TYPE B BEDDING AND OPEN -CUT DETAIL
CITY OF SANFORD 1999 FIG, 101
LIMITS
18" MIN.
#4 BARS ALL AROUND
l
(MIN. 2" CLEARANCE
AROUND PIPE.)
B
4
k,XF
r' cr
6„ MIN.
(TYP.)
A
TIE RODS INCLUDING
NUTS AND WASHERS
4" x 4" x 1/2"
(SEE SCHEDULE BELOW)
HOT DIPPED GALVINIZED
-\
OR STAINLESS STEEL
C (6" MIN.)
MECHANICAL
BEARING PLATE
(TYP.)
JOINTS
J4 BARS -.,.,
...T
UNDISTURBED -+►;. /
EARTH F' '!
ENCASE TIE RODS IN --�'/ •• 1
1-1/2" PVC SLEEVE
NOTES:
1. ADDITIONAL REINFORCEMENTS SHALL BE AS
SPECIFIED BY THE ENGINEER.
2. MINIMUM R SSIVE STRENG
TH H FOR
COMPRESSIVE CONCRETE SHALL BE 3000 P.S.I.
3. BEDDING, BACKFILL, AND COMPACTION SHALL
BE AS SPECIFIED ELSEWHERE IN THE
STANDARD DRAWINGS.
4. ALL FORM BOARDS SHALL BE REMOVED PRIOR
TO BACKFILL.
5. NO ALLOWANCE SHALL BE MADE FOR FRICTION
BETWEEN THE PIPE WALL AND THE THRUST
COLLAR.
6. DESIGN PRESSURE: ------ P.S.I.«
D 4'-0" MINSEE TRENCH DETAILS
FOR PIPE BEDDING
- 3" COVET! REQUIREMENTS
SCHEDULE OF DIMENSIONS AND MATERIALS
PIPL
DIMENSIONS
TIE RODS REQ'D
SI?E
(INCHES)
A
B
C
D
DIA.
NO.
NOTE: THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF
LBS. PER SO. FT. SOIL RESTRAINT (1,500 MIN)
.FARING. SEE NOTE 5
_ - TO BE COMPLETED BY ENGINEER.
WATER MAIN THRUST COLLAR DETAIL
CITY OF SANFORD 1999 FIG. 105
GROUND LEVEL
to I VINYL CONTINUOUS
MAX. 36" WARNING TAPE
1 MIN.
TYPICAL UTILITY ITY PIPE
GENERAL NOTES;
A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON-
METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH
DEPTH OF 18 INCHES OR.AS APPROVED BY THE CITY. IT SH.;LL BE COLOR CODED AND WORDED
AS FOLLOWS:
1. POTABLE WATER 3. GRAVITY SEWER
A. COLOR: BLUE WITH BLACK tLiIERING. A. COLOR: GREEN WITH BLACK LETTERING.
B. LETTERING: CAUTION: WATER LINE B. LETTERING: CAUTION: SEWER LINE
BURIED BELOW" OR 51MILAR WORDING. BURIED BELOW" OR SIMILAR WORDING.
2. RECLAIMED WATER 4, SEWER FORCE MAIN
A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING.
B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE
LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR
WORDING. WORDING.
B. A COLOR -CODED 14 GAUGE CONTIIIGUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL
PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES.
(SEE FIG. 400)
_I�1ILITY PIPE. WARDING TAPE
(SEWER, POTABLE WATER AND RECLAIMED WATER)
CITY OF SANFORD 1999 FIG. 111
UNDISTU
EARTH
SEE NOTE 1 SHEETED TRENCH
f- (TYP.)
10"_Mrtl. _
•
UNSHEETED
TRENCH
SEE NOTE
(TYP.)
„
_0_,•' .�_
MIN.
-�
-
�; 3000 P.S.1 '-
• CONC;i�TE r �'
l
'`" BE FGJMTEU
SHEETING
`
7• /, 3000 P.S.I.
CONCRETE
m
BEDDING
' ROCK
'�;�•�
ir- UNDISTURBED
EARTH
CONCRETE ARCH
FULL ENCASEMENT
SHEETED TRENCH UNSHEETED TRENCH
10" MIN. "D" 6" SEE NOTE I
.�. • MINVA/,�
(TYPJ
SHEETING
\)� -SIDES CAN
�I BE FORMED
3000 PSI
CONCRETE
UNDISTURBED
�,,\ ., (iV'\/,•i i;�!'/iiriC/,\ EARTH
CONCRETE CRADLE
NOTES:
1. (•)• 15" MAX. FOR PIPE DIAMETER LESS THAN 24",
AND 24" MAX. FOR PIPE DIAMETER 24' AND OVER.
FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE
EQUAL TO OUTSIDE DIAMETER OF PIPE.
2. "D" REFERS TO THE UTAMETER OF THE PIPE.
3. "T" REFERS TO THE THICKNESS OF TH'= PIPE.
4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT
OR FULL ENCASEMENT TO BE DETERMI4=D IN THE
FIELD AS DIRECTED BY THE CITY.
5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR
SHEETING AND BRACING EXCAVATIONS.
6. ENDS OF ENCASEMENT SHALL BE FORMED, AND
LOCATIONS SHALL BE INDICATED ON RECORD
DRAWINGS.
CONCRETE ARCH AND ENCASEMENT DETAILS
CITY OF SANFORD 1999 FIG. 102
FINISHED GRADE
.�:\//
CONCRETE BLOCK
OR BRICK AND
MORTAR WALL
FILLING AT BOTH
ENDS
RESTRAINED
JOINT DUCTILE
IRON PIPE
-- 1136" MIN.
(SEE NOTE 2)` COVER
i -VENT HOLE
f,.
4" MIN.-
6" MIN. --
STEEL CASING CASING PIPE -
DUCTILE IRON PIPE -
CASCADE TYPE
CASING SPACER
NOTES:
1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL
REQUIREMENTS OF THE
UTILITY ACCOM ODATION GUIDE
SHALL BE
MET.
2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE
OF PAVEMENT AND SHALL NOT BE LESS THAN 6 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 BY CASE
BASIS 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 FIG. 106
2" D.I. VENT PIPE
W/SCREEN MESH
x 4' PRECAST OPENING AND 4"x4"
SUPPORT POST (TYP.
FINISHED CONCRETE VAULT LOCATION)
GRADE 36" SQ. CAST IRON FRAME
AND COVER WITH
4" MAX. 17-1/4" ACCESS LID.
GROUT
PREMOLDED PLASTIC----4'- 2" VALVE (TYP.)
JOINT FILLER 2" POLY
5" WALLS (MIN.) 2" PORT WITH
THREADED PLUG
PIPE PLUG (TYP.) CUT OUT AND SEAL JOINT
2" NIPPLE `� A WITH MORTAR FOR FORCE
MAIN OR WATER MAIN
2" GATE T �-� SEE NOTE 2
VALVE -
2" NIPPLE ..I j SERVICE SADDLE
x '> PER SPECIFICATION
SECTION 50.5.4
FITTINGS AND --�
PIPE FOR ;.
A.R.V. SHALL
BE BRASS o A ncC�^'_Ctp _ f c= c
6"
BEDDING ROCK
8" x 16" REINFORCED
CONCRETE FOOTING.
(INTEGRAL WITH PRECAST
STRUCTURE)
NOTES:
I. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM
RELEASE VALVE. CHAN,7E PIPE AND FITTINGS ACCORDINGLY FOR
OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER-
MINED BY THE ENGINEICR AND APPROVED BY THE CITY PRIOR TO
INSTALLATION.
2. THE MINIMUM DIMENSION FROM TOP OF PIPE 10 FINISHED GRADE
SHALL BE 4.0 FEET.
3. ALL STRUCTURES TO DE TRAFFIC BEARING RATED.
AIR OR COMBINATION AIRZVACUUM
RELEASE VALVE DETAIL
CITY OF SANFORD 1999 FIG. 112
UNDISTURBED
SOIL (TYP.)
EDGE OF
TRENCH I
(TYP.) A
AREA FOR
PLUG-�
CROSS W/PLUG CROSS W/
TWO PLUGS
AREA F
TEE
WOOD
BLOCKING
(TYP.)
AREA FOR
PLUG
....
TEE TEE W PLUG
AREA FOR AREA FOR
45' BEND a TEE
AREA FOR
I(I
�.41I
PLUG
TEE W/
WYE END PLUG
THRUST BLOCK DETAILS-
CITY OF SANFORD 1999 FIG. 103A
30" x 30" x6" TK.
CONC. PAD (FLUSH
WITH FINISHED GRADE)
3" DIA. BRONZE 2"
3" DIA. BRONZE DISC
TK. DISC ANCHORED IN
ANCHORED IN CONC. PAD
#4 REBARS
CONC. PAD -STAMP AS
STAMP AS REQ'D.
ALL AROUND
REQ'D.
SIZE OF VALVE
!4
•
° 4..
•
{.
2i�
TYPE OF VALVE
WATER
L m •• Y
I I
SERVICE
' .:•
•'
..
N..
DIRECTION & NO.
'•'
-4
R
! ' ', A
TURNS TO OPEN
4.
'
'
Eo
'•: ... ;. ;'i :.4WAT
APPLICABLE VALVE
BOX AND COVER
44
R
•°• •'
'
(SEE FIG. 115)
1 12
LANCHORS
l 3000 P.S.I.
2
MIN.
(TO BE APPROVED
BY CITY)
I CONC. MIN.
VALVES
16 INCHES
AND LARGER
t
I 6" TK. CONC. PAD
FLUSH WITH
24 `� FIN SHED GRADE)
A p
#4 REBARS
ALL AROUND
•4:
A a 24"
APPLICABLE VALVE ° A,'. '•'' '
BOX AND COVER 4 '
(SEE FIG. 115)
VALVES SMALLER THAN 16 INCHES
VALVE BOX PAD DETAIL
CITY OF SANFORD 1999 FIG. 107
CONCRETE VAULT
36" SQ.
4" MAX.
4
�
-
ao
PREMOLDED PLASTIC
JOINT FILLER
PIPE PLUG (TYP.)
-
2" NIPPLE
-.R-
2" GATE
VALVE
2" NIPPLE.
2" 90' BLND
rr
-;ySs
6" BEDDING ROCK
8" x 16" REINFORCED
I
CONCRETE FOOTING.
2" D.I. VENT PIPE
EW/ SCREEN MESH
OPENING AND 4"x4"
SUPPORT POSI(f (P.
LOCATION)
CAST IRON FRAME
�- AND COVER WITH EXISTING/
ACCESS LID. PROPOSED
/- GROUT PAVEMENT
FINISHED GRADE
OPERATOR
HANDLE
2" VALVE (TYP.) CAST IRON
VALVE BOX
5" WALL (MIN.) TOP SECTION
EXTENSION
- 2" PORT WITH ROD AS
THREADED PLUG REQUIRED
SEE NOTE 3
-GROUT 2" 90' BEND
2" NIPPLE
C 2' UNION
? 2" BRASS PIPE
2" GATE VALVE
WASTEWATER
FORCE MAIN
OR WATER MAIN
SERVICE SADDLE
PER SPECIFICATION
SECTION 50.5.4
NOTES:
1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM
RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR
OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED
BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL-
LATION.
2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE
SHALL BE 4.0 FEET.
3. THE AIR RELEASE VALVE SHALL BE AUEQUAIELY SUPPORfEU.
OFFSET AIR OR COMBINATION AIR VACUUM
RELEASE VALVE DETAIL
CITY OF SANFORD 1999 FIG. 113
OFFSET (AS REQ'D)
BENDS WOOD FORM BOARDS BEHIND
EDGE OF CROSSCUT
BELL SHALL NOT INTERFERE
0
UNDISTURBED
WITH JOINT (TYP.) --�
SOIL (TYP,)
CONCRETE THRUST
BLOCK (TYP.) 0/ 2
TRENCH WIDTH
THRUST --
E•
A
_
<
'` •. .
-
EDGE OF
T R EPN C H
w
n
THRUST BLOCK
FITTING
R
MIN
AREA (SQ. FT.) t
CONCRETE
THRUST BLOCK
NOTES:
1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST
UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN
DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND
TO UNDISTURBED MATERIAL.
2. EXTEND THRUST BLOCK FULL LENGTH OF FIT -PINGS. JOINTS,
NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST
BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE
FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST HLOCK.
3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF
THRUST BLOCKS AS REQUIRED.
4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED
TO SUIT THE SPECIFIC FITTING ARRANGEMENT.
5. ALL WOOD BIOCKING SHALL BE PRESSURE TREATCO WITH
PRESERVATIVE If FORMS ARE 10 REMAIN IN PLACE.
6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS
BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH
CONCRETE IS USED AND CITY HAS APPROVED A SHORTER
PERIOD.
SCHEDULE FOR THRUST BLOCK AREAS '
WE
(w�E:)
oo
li0 Un)
NI
(SQ )
222"2
(SQ FH
1LOW
(A nn)
TEE a
0Q )
OESON
�
4
To
u
n m
u2 , 6 il, IIIiRartw.mL a w of 7
MWA
• 10 ME aw+i1W BY El"ILE).
THRUST BLOCK DETAILS
CITY OF SANFORD 1999 FIG. 103E
PVC PIPE COLORS
GRAVITY SEWER: SOLID LIGHT GREEN
FORCE MAIN: SOLID LIGHT GREEN
TYPICAL PIPE
4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE.
SEWER LINE SEWER LINE
7,707,
10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE.
lllEl 43A3S 3M1 Y3M3s Imi 43A3S .�
SEVER LINE SEWER FINE SEWER LINE
20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE fOP i!ALF OF THE PIPE
WITH A THIRD STRIP CENTERED ALU14G TOP HALF OF PIPE.
3 n ar E.os 3Hn 41A3s ~ 3.11
SEWER LINE SEWER ONE �r SEWER LINE
5EWCR LINE SEWER NNE _,_.. SEWER LINE
PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL)
�~ 1'
R LING MAX. 9AWER lIH[T 1" SEWER llliE 6"
FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING.--''
FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTIERWG.
TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIP'..
ALL FORCE MAINS AND DUCTILE IRON GRA'JITY LINES
WITH IDENTIFICATION TAPE
NTS
PIPE IDENTIFICATION
(SEWER - FORCE MAIN AND GRLYAT )
CITY OF SANFORD 1999 FIG. 108
ALL LETTERS 2" IN HEIGHT
11 WITH 3/4" SPACING BETWEEN ROWS
_IRRIGATING WHIN
I 1/4" 2" H3/4-12„
WATER
DO Of DRINK
c
1 1/2" - u-- (^ 38" (MAX)
0 1 1/4" J
1/2" BORDER 0
0
0
c
NOTES:
1. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING
LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE
VISIBLE TO THE PUBLIC.
2. BACKGROUND SHALL BE PANIONE PURPLE 522C, LETTERS SHALL
BE WHITE.
3. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED.
4. POST SHALL BE U CHANNEL 2 I.B. HOT ROLLED HIGH
TENSILE RAIL OR BILLET STEEL, HOT DIP GALVANIZED PER
ASTM A-123.
5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL.
6. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH
THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY
THE UTWTIES DIRECTOR.
RECLAIMED WATER IRRIGATION SIGN
CITY OF SANFORD 1999 FIG, 114
MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). ;
DIP: CL350
PIPE SIZE
4"
6„
8„
10„
12"
t4"
t6„
18„
20„
24„
90' BEND
45' BEND
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
Sp AND FFTHROUppGH RUN OF TEES OUTSIDE LIM T,;, OF INrD
UNLESSIIJOiH f2W1SE IN�IM ?,I {ER FITTINGS NEED NOT BE c
5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED lit ACCORDANCE
WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR
DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING
ASSUMP I IONS:
* TYPE OF
* WORKING PRESSURE: ------- P.S.I.
« SOIL DESIGNATION:___--_-_
* LAYING CONDHIONS:-____-_
* TO BE COMPLETED BY THE ENGINEER
6. 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. 104E
PVC PIPE COLOR
PANTONE PURPLE 522C
TYPICAL PIPE
2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE.
RECLAIMED WATER MAIN RECLAIMED WATER MAIN
10" TO 18" PIPE - 6" TAPE 15 PLACED ALONG BOTH SIDES OF
THE TOP HALF OF PIPE.
/ M1R p11A CYF/"34 AIR IMN. 011M]]4 IMI11N1.,, OINY"lY //
pcun{• v.rtA .aN KGA•RD vAnA - AttA.wRD - MY, N��.
20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE
WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE,
:, .. RR.rnu M,n EMn aRxnr 4.,1 au.• ....
/R.rtR R.w IrcwREo RAnA ,MM •wmo . rtA ww
/• a.ro r.m .,u • • gcur.R RArt. Mu, ucu,Wo RA,u R.w � /
PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL)
12"
1-MAX. a INCHES
j
A E I G S ALL BE USED. THE TAPE SHALL RU
IMPREGNTED LEFT R N H
FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE.
RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE
NT3
PIPE IDENTIFICATION
RECLAIMED WATER)
CITY OF SANFORD 1999 FIG. 109
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.
DATE APPROVED tij • C R U M P T O N P E
CITY OF SANFORD UTILITY STANDARD DETAILS _ D ET00
RECLAIMED WATER
POTABLE WATER
SEWER
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 COVER (SEE FIGURE 115)
AT FINISHED GRADE
CONCRETE PAD
IN UNPAVED AREAS
FINISHED GRADE (SEE FIGURE 107)
JUSTABLE CAST IRON
E BOX
SEE NOTE 2
OX SHALL REST ON
EDDING ROCK, NOT
M.J. PLUG VALVE
KALV
N VALVE OR PIPE
ND SHALL BE
ENTERED ON
CONTINUOUS COLOR
PERATING NUT
CODED 14 GAUGEINSULATED
WIRE(NON-METALLIC
PIPES ONLY)
�.
WASTEWATER J I �- 6" BEDDING ROCK
FORCE MAIN
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
1.O■00.000
• •
i�i❖i!:•i
ii•�
- ' �i
i i�iii iii!■
'
10L 3000 PSI CONCRETE
s" s"�I
--I12"I-- - -{12„
FENCE DETAIL
3/8" ADJ.
GATE POST -1 r GATE CORNER TRUSS RODS --I I- GATE FRAME l-GATE POST
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 APPLIED BLACK VINYL
COATING,
CHAIN LINK FENCE DETAIL
CITY OF SANFORD 1999 FIG. 304
6" BLACK STEEL MIN.
CONC. FILLED, PRIMED
AND PAINTED OSHA
YELLOW (2 COATS)
�- FINISHED GRADE
.�- 24" DIA. MIN.
3000 PSI CONC.
NOTE:
SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE
A LARGER DIAMETER PIPE AND CONCRETE ANCHOR.
BOLLARD
CITY OF SANFORD - F7 1999 FIG. 116
VARIES T'
LOT WYE WITH
6" BRANCH -
LINE SEWER MAIN
SIZE VARIES
5' MAX. 8" 45' WY£ WITH
BEND 6" BRANCH
SERVICE CLEAN -OUT
(SEE NOTE 2)
REMOVABLE PERMANENT PLUG (TYP)
SERVICE CLEAN -OUT PLUG (TYP)
(SEE NOTE 2) LOT
w LINE
z
z TYPICAL LOCATION OF
3 LOCATOR DEVICE
a 8" O 3
BEND �
SERVICE CLEAN -OUT
PLAN (SEE NOTE 2)
FINISHED GRADE
I
SLOPE TO
8" PVC
� TERMINAL DEPTH At
� 1.09 MIN. (TYP)
TERMINAL DEPTH
ROTATE - 6" PVC AS REQUIRED FOR
RO (TYP.) SPRING LINE SERVICE (3' MIN.)
TERMINAL DEPTH (SEE NOTE 1) (TYP.)
AS REQUIRED FOR
SERVICE (V 'AIN.) SEWER MAIN
(TYP.)
�SNCLE DOUBLE
SERVICE SERVICE
PROFILE
NOTES:
1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE
2. SERVICE (:LEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION
BY THE CONTRACTOR.
3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED
AT THE END OF EACH SERVICE STUB -OUT.
4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL
BE 6 INCHES IN DIAMETER AS A MINIMUM.
5. ELECTRONIC LOCATOR DEVICES SHALL 3� PLACED ADJACENT TO THE STUSOUT
FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL).
SANITARY SEWER LATERAL DETAIL
CITY OF SANFORD 1999 FIG. 204
CONCRETE
SET COVERS FLUSH RJ
FAVED AREAS & AT
ELEVATIONS SHOWN IN
UNPAVED AREAS.
TROWEL -FINISHED
CONCRETE BFNCIIING
SEE MANHOLE
CONNECTION
DETAILS
MANHOLE FRAME & COVER
(SEE FIGURE 202)
FRAMES BEDDED IN MORTAR
2 COURSES OF BRICK (MIN.)
4 COURSES (MAX.)
>
INSIDE WAI-E--
Ol'ISIOE WALL
o
PRE --PRIMED
BITUMINOUS EPDXY COATINGS
a
JOINT SURFACES
PER SPECIFICATIONS
4'-0"
5" MIN.
m
PRE -PRIMED
PPE -MOLDED
(SEE NOTE 5)
JOINT SURFACES
PLASTIC JOINT
SEALER WITH
PROTECTIVE
w
vl
WRAF PER
ENCHING PER SPECIFICATIONS-1„
D o
�'
(VOAFPER TO
>
BE GFMOVED)
6„
COMPLETED
REINFORCEMENT AND JOINT -�
MIN.
JOINT WITH
SQUEEZE -OUT
DETAIL TO BE DESIGNED BY
I
SOUFEZE-OUT
THE ENGINEER AND
1
8" MIN.
APPROVED BY THE ,
g»
r
_
.:. g„ r
CITY.
�D•1
n,,
J
SECTION
JOINT
(•-.
j-.
9C
�IAtL
BEDDING ROCK
2" MIN.
CAST -IN -PLACE PRECAST MONOLITHIC
CONCRETE BASE BASE
TYPICAL MANHOLE DETAIL
CITY OF SANFORD 1999 FIG. 200A
PRODUCTS AND MATERIALS:
A. PIPE
PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING
TO ASTM D1784 AND D1785.
B. FITTINGS
FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL-
VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348,
D2466 AND D3036.
C. PVC CLEANER, PRIMER AND GLUE
A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE
SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2564.
INSTALLATION DETAILS:
ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW
SANITARY SEWER LITERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM.
SERY E VENT
C.O. CO
(SfE OEIAIL THIS 1111111
-4T - _j
CLEANOM UI GE CRAYI
5' FROM BTO DE ��-
(SEE DETAIL iH14 SHEET) 4" SERVICES
S1UH-OUT VACUUM VALVE L (SCH 40 PVC)
STIRAGE Fit VACUUM MAIN
TYPICAL SERVICE CROSS-SECTION
4" CIA 6" LONG SPOOL PIECE WITH 1/8"
STAINLESS STEEL MESH TRASH GUARD 90' LEND
90' BEND -�
4" PVC RISER 4" PVC C.O. THRLADED CAP
yv
ry 1.
45' OEND
STRUCTURE e 1.• '••ti
TEE D.W.V. WYE
4" SCH 40 PVC C.O. -
TYPICAL SERVICE VENT AND
CLEAN -OUT DETAIL
VACUUM SEWER
SERVICE LATERAL SPECIFICATIONS
CITY OF SANFORD 1999 FIG. 205
FORCF MAIN MANHGI F I INFR
THICKNESS (INCHES)
MATERIAL
MANUFACTURER
DIAMETER
(INCHES)
HEIGHT (FEET)
3,6. 7-12 13-20 121-25 26-35
48-53
_
-
54-57
58-60
61-66
67-72
NOTES:
1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE
MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24".
2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24"
OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS.
3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE..
4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF
THE MANHOLE TOWARD THE CENTER.
5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER
AS SPECIFIED IN SECTION 42.2.2 OF DIE UTILITIES MANUAL.
TYPICAL MANHOLE DETAIL
CITY OF SANFORD 1999 FIG. 200E
NIBCO 3" DWV 90'
STREET ELL
COMBINED VALVE PIT AND TANK ARRANGEMENT
CITY OF SANFORD 1999 FIG. 206
TEE
PRECAST
MANHOLE
WALL'( f-INFLUENT SEWER
(SEE NOTE 3)
-CONCRETE ENCASEMENT
8" OF VERTICAL PIPE
INLET CONNECTION DROP PIPE
AS REQUIRED (SEE NOTE I)
90' BEND
v.
..
STANDARD DROP DETAIL
PRECAST
MANHOLE
WAIL
COLLAR ENCASED IN
NON -SHRINK GROUT
FLUSH WITH MANHOLE PVC OR DIP
WALL (SEE NOTE 2)
..: ,
SPECIAL DETAIL FOR 24' DIAMETER
PIPE AND LARGER
PRECAST .',
MANHOLE
WALL r:
r
STAINLESS STEEL PVC OR
BAND DIP
STAINLESS STEEL
'• PIPE CLAMP
4'r
r' • ' ! RESILIENT
CONNECTOR
STANDARD PRECAST MANHOLE
PIPE CONNECTION
NOTES:
I. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL_ AS THE
INFLUENT SEWER.
2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR
CONNECTION OF 24" DIAMETER PIPES AND LARGER.
3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH
HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT.
MANHOLE CONNESJ10N DETAILS
CITY OF SANFORD 1999 FIG. :2:0:1]
I•••
�
N
M
z
z
3
0
Fa"
Ia-
f
X
Y
a
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VI
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W
z
z
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zo
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z
4
m
o
W
f]
W
O
y
U
O
C')
O
U'
W
W
O
N
vI
a,
CL
i0
M
vT
i0
d
V
0_
U
a
a0
M
m
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M
m
m
N
w
0
w
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m>
0
m
a
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a.
n
fL
O
>.
>
tz
4
V
V
C1
a
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0
Vl
O
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"t
z
CITY OF SANFORD
z
z
H
(D
9
O
w
a.
a
a
w
J
>
O
W
z
m
2
o n
U =
0
�a
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n � 3
U �
>0
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y ~
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F-
0 xx
,zz M a W
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w o0 a
V)UC:
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Ll
to
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'AC PACKAGE
1999 FIG. 207
RAISED 1-1/2" LETTERS
FLUSH WITH TOP OF COVER
"SANITARY" OR "WATER AIR RELEASE"
"SEWER AIR REI rncr "nD "cmpu WATTD"
AS APPLICABLE
PLAN
ALL COVERS USF "AS"
OR EQUAL.
_E
"CITY OF SANFORD"
FOR CITY MAINTAINED
FACILITIES OTJIY
2 NON-PENETRATITTG
PICK HOLES
MACHINED,
)JATHIG
SURFACES
MIN.
, -AHOLE FRAME: USF 227
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 FENCE
CHAIN LINK FENCE
PER SECTION 22.3.10
AND 46.8 OF TFIE
MANUAL
(SEE FIGURE 304)
3/4" IRRIGATION
METER
LIMITS OF TRACT TO BE
DEDICATED TO CITE OF SANFORD
1'
RTU ANTENNA
51j-'-AF
IRRIGATION SYSTEM (TfP1
CONTROL PANEL
5' MIPT (SEE FIGURE 301)
I" WATER SERVICE
1HOSE BIBB
0' WIDE
W/BFP DEVICE
CONCRETE
3'
rl ( 5' SIDEWALK]
2 - 6' SV LNG r.Arc
5, 5.
BACK OF CURB STREET LIGHT - 3/4" POTABLE
WATER METER
C/L _ PUBLIC R/W - -
RECLAIMED WATER MAIN
THIS DIMENSION SHALL BE
EQUAL TO THE DEPTH OF THE W --�
WET WELL.
NOTES: DETAIL
1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK. 3000 P.S.I. CONCRETE.
2. POWER TO THE PUMP STATION SHALT. BE THROUGH UNDERGROUND CONDUIT
FROM SUPPLY SOURCE IN RIGHT OF WAY.
3. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER OF FFHCE.
4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLIED AC POWERED SPPINKLER SYSTEM
FOR LANDSCAPING. RECLAIMED WATER SHALL BE USFO WHERE AVAILABLE
5. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN.)
SITE SPECIFIC DETAIL. DRAWING ON FIGURE 302.
6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION
UNTIL PROJECT IS .ACCEPTED BY THE CITY.
POMP STATION TYPIQAL_S(JE EIA-M
CITY OF SANFORD 1999 FIG. 300
MODIFICATION OF THFSE DETAILS BY NON -CITY
OF SANFORD PERSOHNFI., OTHER THAN THE
FILLING IN OF BLANK It -]FORMATION LOCATIONS,
SHALL RESULT IN THE WITHDRAWAL OF THE
UTILITIES DEPARTMENT'S APPROVAL OF THE
SUBJECT ENGINEERIrIG PLANS.
CITY OF SANFORD UTILITY STANDARD DETAILS DATE 1999 AFrr>nvED M. CRUMF 1 0N PE 1 -0-2
I
4
T
s
- - - __---'. .,:_�: t'., �... _.. :: t::., e.. .. ..-.Y_.__... ..... tu,YW.•�u.." ..Y N,".Mr�_ i"•--.�..aar..v�'.' s�-...�e--..-...Y�YBY,y..
A..�..•..r...a�..'e�-:.e...:-..N.iv+.'�34,.,,�•:.a.,,V+titL-a_,:ra4vf,Y,rYYoea.:. 'I-^�,-v.:an f0`�"
1 .
F],
SET TOP of VALVE BOX
COVER (SEE FIGURE 115)
TO FINISHED GRADE
CONCRETE PAD
IN UNPAVED AREAS
FINISHED GRADE
(SEE FIGURE 107)
/
ADJUSTABLE CAST IRON
VALVE BOX
SEE NOTE
BOX SHALL REST ON
RESILIENT SEAT
BEDDING ROCK NOT
M. J. GATE VALVE
ON VALVE OR PIPE
AND SHALL BE
WAFER �\
oC?5 CENTERED ON
O000;.
OPERATING NUT
MAIN \
'�Oco�r
CONTINUOUS COLOR CODED
14 GAUGE INSULATED COPPER 6" BEDDING ROCK
LOCATING WIRE
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. 1400
DALL VALVE FOR 2
INCHES AND BELOW
(DOMESTIC AND IRRI-
GATION ONLY. 2 REQUIRED)
TEST COCK (TYP.) -
THREADED
NIPPLE (TYP.)
x
= 7
M1 FINAL GRADE
DOUBLE CHECK OR
REDUCED PRESSURE ZONE
DETECTOR ASSEMBLY AS
APPROVED BY THE CITY
�- DIELECTRIC UNION
(2 REQUIRED)
�---- 90' BEND
(2 REQUIRED)
' SLOPE
TO
SERVICE
.2 INCH AbIll BELOW ASSEMBLY
NOTES:
1. ALL PIPE FITTINGS, MATERIALS, LABOR, ACID APPURTENANCES SHALL BE
SUPPLIED BY THE CONTRACTOR.
2. ALL PIPE AND FITIitIGS TWO (2) INCHES AND SMALLER SHALL BE THREADED
SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A).
3. ALL PIPE AND FIflINGS THREE (3) INCHE AND LARGER SHALL BE RESTRAINED JOINT
DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 5008).
4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 5008)
5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 500B).
6. THE ENTIRE ASSEMBLY SHALL UL PAINTED SAFETY RED FOR FIRE PROTECTION USES
AND BLACK F-OR ALL OTHER USES.
7. A GATE VALVE SHALL. BE IIISFALLEU AT THE ASSEMBLY'S CONNECTION POINT
10 THE MAIN. (FIGURE 5UDB)
_PQVU1.E__CUQK_0R REpSLLf2_ERESSURE ZONE DETECTOR ASSEMBLY
CITY OF SANFORD 1999 1 FIG. 500A
TEMPORARY JUMPER CONNECTION NOTES:
1. A tamporary jumper connection Is required at all connections between existing
active water mains and proposed new watur main improvements.
2. The detail above Is to be used for filling arty new water main of any size from
existing active water mains and for flushing of na'd mains up to 8 INCHES IN
DIAMETER (2.5 FPSminimum velocity) and for pulling bacteriological samples from any
new water main of any size. The Jumper connection shall be maintained until after filling,
Hushing, testing and disinfection of the nine main has been successfully completed and
clearance for use from the Florida Department of Environmental Protection (FDEP) and
other pertinent agencies have been received. The jumper connection shall also be used to
maintain a minimum pressure of 20 psi In the new mains after disinfection and until the
FDEP clearance loiter Is obtainad adequate. Thrust blocking and/or restraints shall be
provided temp orariiy, as required. Pipe and fittings used for connecting the new pipe to the
existing pipe shall be disinfected prior to installation In accordance with AWWA C651,
1992 edition. The tapping sleeve and tha arterlor of the main to be tapped shall be
disinfected by spraying or swabbing per section II of AWWA C651-92.
3. flushing of 10 incnbs In dium:ler and larger water mains may be done through the tie -In
'valve under very controlled conditions. The following procedures shall be followed:
A. The tie-Invalves shall ba operated and pressure tested In the presence of the utility
company and anglneer tc verify water tightness prior to tie -In. Valves which are not
water tight shall be replaced with a new valve Installed Immediately adjacent to the
leaking valve.
B. The temporary jumper connectlon shall be constructed as detailed. The jumper
connection shall be used to fill the new 'doter main and for providing water for bac-
teriological sampling of the new main as required by the FDEP permit.
• Flushing shall not be attempted during peak demand hours of the existing water
mains.
• All downstream valves in the system must be open prior to opening the tie-in valve.
• Provide for and monitor the pressure In the tie-in point. The pressure in the existing
main must not drop below 35 psi.
• The lie -in valio shall bo opened a few turns only, ensuring a pressure drop across the
valve Is greater than 10 psi.
C. the lie -In Volvo sholl be locked closed by the utility company until flushing begins.
D. The Ile -In Valve shall be opened only for flushing of the new main. The procedure
shall be directed by the utility company and observed by the engineer,
E. Aflar flushing, the tie -In vuive shall be closed and locked in the closed position by
the utility cornpany.
4. The contractor shall provide documontotion damonstroting that the double check backfiow
prevention device has been tested and is in good working order at the time of installation.
5. Except as required to flush ilnus of greater than 8 inches in diameter, the lie -in valve
shall remain closed and shall be lacked in the closed position by the utility company. The
Ile -in valve shall rumuin locked closed until the now system has been cleared for use by
FDEP and all other pertinent agoncles.
6. Upon recoipt of clearance for use from FDEP and all other pertinent agencies, the
contractor shall remove the temporary, jumper connection. The corporation stops are to be
closed and plugged wilh 2 Inch brass plugs.
7. All installation and maintenance of the temporary jumper connection and associated
backflow prevention device, fittings, vulva, etc. shalt be the responsibility of the contractor.
TEMNEARY JJUMEER CONNECTION
CITY OF SANFORD 1999 FIG. 504B
COVER (SEE FIGURE 115)
- VALVE PAD IN
UNPAVED AREAS
(SEE FIGURE 107)
-FINISHED GRADE
14 GAUGE COLOR CODED
INSULATED LOCATE WIRE
- ADJUS"FABLE CAST
IRON VALVE BOX
UNDISTURBED BEDDING ROCK
EARTH
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, SEE SECTION 52.3
OF THE UTILITIES MANUAL.
3. 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
HYDRANT
OPERATING
Hui
HOSE NOZZLE AS REQ'D.
24" SOUARE AND PUMPER NOZZLE
6" 1H,CK REIN- FACING STREET
FORCED CONCRETE
SHEAR PAD. (SEE
NOTE 2) - "'- VALVE PAD
x (SEE FIGURE tU7)
2 - Y4 AT 9" 3
O.C. ALL
AROUND N.C
ot
COMPACTED
BACKFILL M J HYDRANT
ANCHORING TEE
SEE NOTE 3
\;c I
�) 1 1 12" MIN.. ,
DOUBLE CHECK OR
REDUCED PRESSURE ZONE
DETECTOR ASSEMBLY AS
APPROVED BY THE CITY
O.S. & Y. RESILIENT
SEAT GATE VALVE.
(2 REQUIRED)
TEST COCK (TYP.) -
RODS ON D.I.P. RISER (TYP)
FLANGED -�
90' BEND
4" CONCRETE SLAB
(2 REQ.)
WITH NO. 6 x 6
i
WiG X WiO
g
a
WIRE MESH
SLOPE I....2q':--
M
SLOPE
1/2" PREFORMED JOINT
\
,
A JU ?LE\i\i \j/
ADJUSTABLE
�\�/j
i\i\/\/\ MATERIAL BETWEEN
36" IN. COVER
//\\//\/SUPPORT YTANDS%//�\/%
n
i• PIPE AND CONCRETE
SLAB (TYP)
FROM
MAIN
!ly `�-90' BEND (2 RED.)
TO
SERVICE
THRUST COLLAR RODDED TO
- rH[RC T COLLAR RODDED 1'0
90' BEND OR AS REQUIRED
90' DE NO OR RESTRAINED
BY THE CITY
8Z,L:r F±_I. VALVE AS
REQUIRED BY THE CITY
3_I11CH AND ABOVE ASSEMBLY
DOUBLE
CHECK VALVE
DETECTOR METER -- ASSEMBL'f (MINIMUM)
BALL VALVE
1'D" MIN
(2 REQUIRED)
0
• •
5'0" MIN
-1N
CONCRETE SLAB
ABOVE GROUND DEVICE WITH
DETECTOR BYPASS
2'0" MIN
DOUBLE CHECK OR.REDUCED PRE55UIRE ZONE._DETECTOR
ASSEMBLY
CITY OF SANFORD
1999
FIG. 500B
wLX W w x
Zrr tL ZK a a
6 Z-a
NO< UOa ale 3 Ci
4
w
i _z
Z
z
a Li0M
> J mo Of
U O
w� U=d IxZW 3
JZ< WWI= W
om� O Z
J, o"Z �amr 5
Z
w
I I w �TaW
H In �S UZ
In 50
U ; p 7
�Is
'o
m }a
3
n. J o.I �
z > i; N
m,
mm
W m Y W U
= o
xs
1
L
i ut
� x
a LL
W I
to r•�.'I'
? 0 0 0>
U 0 =
121QA"5IDUMAL RECLAIMED WATER_liefilSAI1S21y_�Y�IIr�LAYQ_
CITY OF SANFORD 1999 FIG. 505
6" BLUUING ROCK 6" PIPE
MECHANICAL JOINT RESILIENT SEAT GATE
WITH RESTRAINERS VALVE AND BOX
(TYP.) (SEE FIGURE 400)
NOTES:
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 6
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 IF -IRE S HYDRANTS SHALLBE-MUELLER A-423,'I AMERICAN DARLING
B-84,'KENNEDY K81A OR CLOW MEDALLION F-2545.
5. FIRE HYDRANTS SHALL BE „IDENTIFIED IN ACCORDANCE WITH
SECTION '52.7.5 OF THE UTILITIES MANUAL.
6. 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 ASSElABLY DETAIL
CITY OF SANFORD 1999 FIG. 402
TRAFFIC COVER
WHERE REQ'D. DOUBLE METER BOX
(18" x 24" MIN.)
FINISHED GRADE
\ \
2" CAP--�
2" GATE VALVE - >
2„ 90' BEND
o ' a 1 -, `cam c is- Oho j,�
nn n
�oL
60.
0� V _O
2" 90' BEND
RESTRAINED JOINT - DUCTILE IRON 6" BEDDING ROCK
WATER MAIN
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
RIGHT OF WAY LINE -�� VARIES I
OMITS OF UTILITY EASEMENT
CONCRETE SUB
BYPASS
FLANGED TEPh E
(2 REQUIRED)
r•p• rN.
-- _
=A1.1A
YO"
MIN.
METER & STRAINER -
(SEE NOTES 9-10)
2'D' MIN.
12' SPOOL PIECE
DOUBLE CHECK OR REDUCED
PRESSURE ZONE DETECTOR
FLANGED 'I" TO BYPASS
ASSEMBLY AS REQUIRED BY
THE CITY
1/2" PREFORMED JOINT
-
MATERIAL BETWEEN PIPE
O.S. & Y. RESILIENT SEAT VALVES
AND CONCRETE SLAB
(5 REQUIRED)
r
-
90- FLANGED BINID i
RODS ON D.I.P. RISER
4" CONCRETE SLAB WITH
12" MIN.
N0. 6 x 6. WIG x WIG
36 MA %
SLOPE
WIRE MESH SLOPE
11 6l I: GRADE
AIN GATE
VALVE
VT,I
% / \ / �ti\
% /
? 9V MJ BEND (2 REQUIRED)
FROM MAIN
H -A
TO SERVICE --
THRUST COLLAR IN ROUDED TO
u'
90' BEND OR RLSTRAINED
ADJUSTABLE PIPE
TO VALVE AS REQUIRED
SUPPORT STANDS
THRUST COLLAR 96DuAV 10
BY THE CITY
90' BEND OR TOTALLY
lifZTt�,
RESTRAINED AS REQUIRED
11 1. ALL PIPE AND FITTINGS, .1,Mi:d% LABOR, AND APPURTENANCES
BY THE CITY
SHALL BE SUPPLIED BY THE CONTRACTOR.
2. ALL PIPE AND FITTINGS IhAEi. (3) INCHES AND LARGER SHALL BE
RESTRAINED JOINT DUCTIIE IRON PIPE. ABOVE GRADE JOINTS
SHALL BE FACTORY-FLANGEU.
3. THREE (3) INCH. METERS AND ABOVE SHALL BE ABOVE GROUND
INSTALLATIONS WITH BYPASS.
4. VALVES SHALL BE CHAINED CLOSED.
5. THE ABOVE GROUND BYPASS LINE SHALL BE SIZED FOR FIRE FLOW
REQUIREMENTS.
6. ALL FIRE LINES SHALL BE A MINIMUM OF EIGHT (5) INCHES
I
OR AS APPROVED BY THE FINE DEPT.
7. THE ENTIRE ASSEMBLY SHALL OE PAINTED SAFETY RED FOR FIRE
PROTECTION USES AND BUCK FOR ALL OTHER USES.
e. A GATE VALVE SHALL BE IN'TULED AT THE ASSEMBLY'S
CONNECTION POINT TO THE MAIN.
9. DUAL DOMESTIC -FIRE FLOW MASHER METERS SHALL BE
THE COMPOUND TYPE .
10. DOMESIIC WATER MASTER MLIt HS SHALL BE EITHER COMPOUND
OR INLINE TURBINE TYPE AS DETERMINED FROM THE PROPOSED
USAGE IN ACCORDANCE WITH APPENDIX '0" of THE UTILITIES
MANUAL.
I
DUAL DOMESTIC-FIRE/FLOW
DOMESTIC WATER MASTER
METEk_A55fA1 1'.Y
CITY
OF SANFORD
1999
FIG. 501 J
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W
0
WyW x
Zm
g
Up<0 :
OZ< I
= u
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u
}
2
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a
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a m
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Y > m Z
4 J
m Z <a•maJ~ u
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a�V
a w
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IN a -
o: =
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w00
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TYPICAL COMMERCI6L..EEMLAIME.D._WATEE _1RRISA1IQ1A _aYaTE9_1.AYDUI
CITY OF SANFORD I 1999 I FIG. 506
DOUBLE SINGLE
LOTS (TYP.) -� SERVICE (TYP.)i SERVICE (TYP.) -
PROPERTY
LINE (TYP.)
WA ER MAIN
(8" MINIMUM)
c
m
Iflm
UI
(TYP) O /~7A5r7ASSEMBLY
�EDUCER4" WATER
MAIN (MIN.FIRE
DRANT
FITIING
REQUIREEE NOTE I) -
RIGHT OF WAY LINE
SEPARATE 46ER CURB
BOXES WATER MAIN
i2l
'(TYP.) )
SIDEWALK (TYP.)
RIGHT OF WAY LINE
NOTES:
1. ANCHORING TYPE 90' 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 1999 FIG. 404
SCHEDULE 40 GALVANIZED
PIPE AND FITTINGS OR
PRESSURE VACUUM BREAKER OR
SCHEDULE 80 PVC PIPE
R
REDUCED PRESSURE DEVICE
AND FITTINGS
(NOT REQUIRED WHERE RECLAIMED
WATER IS UTILIZED)
METER BOX AND LID
UNION
UNION
TO BE FLUSH WITH
FINISHED GRADE.
SHUT OFF VALVE
12" TO 30"
ABOVE
CURB
4" TO 6"
GRADE
FINISHED
GRAD
ci�
L=
METER
CURB STOP
r- SERVICE LINE
APPLIES ONLY IF IRRIGAN(,N METER HAS
SEPARATE TAP TO MAIN IN MOST CASES
�-- CORP. SLOP
THE IRRIGATION METER Frhl BE PARALLEL
TO THE HOUSE METER ANU OFF OF THE
+- DOUBLE STRAP SADDLE
SAME SERVICE CONNECiIGN.
WATER MAIN
NOTES:
1. A POSITIVE DIELECTRIC CONNECTION SHALL
BE MADE BETWEEN ALL GALVANIZED AND
BRASS COMPONENTS.
2. METER SHALL BE INSTALLED BETWEEN SIDEWALK
AND CURB WHERE APPLICABLE,
OR AT PROPERTY LINE AND IN NO CASE
SHALL IT BE INSTALLED IN SIDEWALK
OR OTHER PAVED AREAS.
3. USE PRIMER SUITED TO BASE MATERIALS.
FINISH WITH TWO COATS OF PURPLE
EXTERIOR ENAMEL.
4. DEVICE SHALL BE 12 INCHES (MINIMUM)
ABOVE HIGHEST OUTLET.
IRRIGATION METER PRESSURE
REDUCED PRESSURE
VACUUM BREAKER OR
ZONE ASSEM@L.Y
CITY OF SANFORD
1999
FIG. 502
DISINFECTION
Before being placed In service, all new water mains shall be chlorinated in accordance with the specifications
below and the procedures outline in AWWA C-651 "Standard Procedure for Disinfecting Water Mains .
All provisions of the Florida Department of Environmental Protection pefrnit shall be compiled with.
WATER SYSTEM TESTING:
Hydrostatic testing shall be performed at 150 pounds per square inch pressure, unless
otherwise approved by the City, for a period of not less than two (2) hours. Testing shall be In
accordance with the appllcuble provlsions as set forth In Section i , AWWA Standard C600 for
ductible Iron pipe and AWWA Manual Number M-23 for PVC pipe.
The testing procedure shall Include the continued application of the spaclfied pressure
to the test system, for the two hour period, by way of a pumbp taking sUpply from a container
suitable for measuring water loss. The amount of loss shall be do IF IIna by measuring the
volume displaced from said container. Should the test fall, necessary repairs shall be
accomplished by the contractor and the test repeated until within the established Ilmits. The
contractor shall furnish the necessary labor, water pumps, gauges onJ all other items required to
conduct the required water distribution system and perform necessary repairs.
WATER SYSTEM TESTING AND DISINFECTION
CITY OF SANFORD 1999 FIG. 507
SCHEDULE 40 GALVANIZED
PIPE AND FITTINGS OR DOUBLE CHECK OR
SCHEDULE 80 PVC PIPE R REDUCED PRESSURE DEVICE
AND FITTINGS
METER BOX AND LID UNION UNION
TO BE FLUSH WITH
FINISHED GRADE.
SHUT OFF VALVE
12" TO 30"
I ABOVE `
CURB 4" TO 6" GRADE FINISHED
GRAD
METER
CURB STOP
-�- SERVICE LINE
CORP. STOP
-. --- DOUBLE STRAP SADDLE
WATER MAIN
NOTES:
1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND
BRASS COMPONENTS.
2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE,
OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK
OR OTHER PAVED AREAS.
3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH IWO COATS OF BLACK
EXTERIOR ENAMEL.
QUE TIC METER AND DOUBLE CHECK VALVE OR
REDUCED PRESSURE ZONE ASSEMIELY
CITY OF SANFORD 1999 FIG. 503
MARK WITH WOOD Y-BRAN0
CORPORATION CORPORATION
39
PAINTED IOENTI- STOP 1 MIN.) FITTING
STOP (I' MIN.) CAL COLOR & (" (i" x 3�+"
WITH LOT NUM- x 3/4"
BENS
CURB SIQP
CURB STOP 2 EA.
(SEE NOTE 3) Z <
s _ � x
ei
W �
3 5' MAX 3
PROFERIY
LINE
TUBING TUBING
(I- MIN.) (1" MIN.) PROPERTY
LINE
SINGLE METER BOX AND INDIVIDUAL METER BOXES &
WATER METER UP TO 2" WATER METERS UP TO 2"
(BY CIIY OF SANFORD) (BY CITY OF SANFORD)
SINGI.E_.`iFRVICE DOUBLE SERVICE
CONTINUOUS COLOR
CODED 14 GAUGE
CORPORATION STOP INSULATED COPPER DOUBLE CHECK
& FITTING LOCATING WIRE VALVE
(NORMALLY OPEN)
LOCATING WIRE ALONG
MAIN (SPLICE SERVICE
WIRE TO MAIN WIRE
WITH WATERPROOF
CONNECTOR) 30, - 45'
YOKE BAR
METER
CURB STOP
AWWA TYPE
CC THREADS
TYPE "K" FLEXIBLE
WATER MAIN COPPER OR CTS
POLYETHYLENE
SADDLE TUBING (I- MIN)
NOTES:
1. ALL FIiHNGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS.
2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY.
3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED
APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A
2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE
NUMBER OF THE LOT(S) TO BE SERVED.
4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE
PURPLE COLORED CTS POLYETHYLENE TUBING.
5. POTABLE WATER SERVICES SHALL HE PAINTED BLUE (COPPER) OR USE
BLUE COLORED CTS POLYETHYLENE TUBING.
WATER SERVICE CONNECTION DETAIL
CITY OF SANFORD 1999 FIG. 405
2"METER DOUBLE CHECK BACKFLOW
PREVENTER ASSEMBLY
SCH,
40 GALVANIZED
PIPE AND FITTINGS
PRESSURE GAUGE PROVIDE TEMPORARY
SUPPORiS AS REQUIRED.
12" TO 30" 3/4" HOSESIBB
ABOVE W/VACUUM BREAKER
GRADE
2" SCHD. 80 PVC.-�- 2" SCHD. 80 PVC
PRESSURE GAUGE
Ill L u=
DOUBLE STRAP SADDLE
2" CORP. STOP
2" CORP. STOP
EXISTING m 0 NEW WATER LINE
WATER LINE
TIE-IN VALVE MUST BE CLOSED AND
REMAIN LOCKED. CITY 10 PROVIDE
LOCKING MECHANISM. VALVE WILL BE
OPERATED BY CITY PERSONNEL ONLY.
NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS,
ASSEMBLY, AND THE INSTALLATION OF THE DEVICE.
TEMPORARY JUJUMPER 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 I DATE 1999 1 APPROVED M. CRUMPTON PE I D ET00 3
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ANCHOR BOLTS OR
EPDXIED BOLTS PER
ENGINEERS APPROVAL -
CONTINUOUS 'TURN -DOWN" EDGE 0) #50 HAIRPIN
AS PER DETAIL Iro' X 1ro' FTG` AS PER FOUNDATION PLAN
BEYOND GONG. PIER. 3000 PSI CONCRETE
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FOOTINGS 16" 20'
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Deta i I:
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ANCHOR BOLTS OR
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ENGINEERS APPROVAL
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AS PER FOUNDATION PLAN
AS PER DETAIL 10 X 10 FTG'
BEYOND GONG. PIER.
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r
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'IN LENGTH
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Kevin J. Snolski
CHECKED
T.N.D.
DATE
30 October 2001
JOB NO.
X
SHEET
X
O U N DATI O N PLAN
III III
III III
III III
III ;II
REV. #
DATE
BY: APPROVED BY:
C 11
6
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13,
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DRAWN BY
Kevin J. Spolski
CHECKED
T.N.D.
DATE �'
30 October 2001
JOB NO.
X
ti
i
SCALE
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Condensate and
Refrig. Chase
17
REV. # DATE BY:
APPROVED BY-
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DRAWN BY
Kevin J. Spolski
CHECKED
T.N.D.
DATE
130 October 2001
JOB NO.
X
SGPL=
Alp,-,114 = 1'-O"
SHEET
OF
EP., LEVEL
I
Kl-
FFjF
� III II
III ►I
4-
0
11
Condensate and
Refrig. Chase
REV. # DATE BY:
1 . LEGT D G I LI N O PLAN
APPROVED BY:
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DRAWN BY
Kevin J. Spolski
L
KEDD.TEer 2001NO.
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1/4" = T-O"
SHEET
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X
11
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III I��
III I��
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REV. # DATE BY.
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DRAWN BY
Kevin J. Spolski
JOB NO.
X
SHEET
OF
X
F=tZ' LEVEL
P-.,EFLEGTED GEILINO PL,,6\1�V! UPP, -
srµ
200 GFM x
200 CF=r-1
8" 450 GFM
r----A
450 CFM
r---m
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V-1
17
T 12
200 GFM
—2(
100 CFM
o 100 GF171
x Unit #
IN
01
200 CFM 450 CFM
x
cl
200 CFM
CFM
Wall Cap Vent
O
49
180 GFM
180 CFM 1�0 GFM 180 GFM 180 GFM
ut
x 4 12"
�_
230 FM 230) FM —x 230 G LM
0 230 CF P:-
HVAG 0" 3rG5 CFM
K--A f rc Unit #rG r-A
12"
00 GFM
142
430 CFM
10,
800 GFM
142
x
4430 GFM
11 a" x
200 CFM
200 CFM/Intake Air
140 CFM
12"
800 GFM
ILL430 GFM , x
L
14-
AG
#7 2 c'', x 15"
200 GFM
x
4-50 GFM
-LLu 200 CFM
200 CFM
200 CFM/Intake Air
10"
282 CFM
142
00 CFM
CFM
T,
430 CFM
105 CFM
k
420 CFM 420 CFM
12"
255 CFM
HVAG
X.
Unit #5 18" x 18"
py
00
140 CFM 255 CFM
—LL ou�
x
LL
200 CFM 255 CFM 255 CFM"",
L-L
200 GFM/Intake Air
705 GFM
Condensate and
Reffig. Chose
12"
407 CFM
DOWN
4-
2-1-5-9 CFM
REV. # DATE BY: APPROVED BY:
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DRAWN BY
Kevin J. Spolski
JOB NO.
x
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REV. # DATE BY:
APPROVED BY:
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REV.# DATE BY:
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25'
30' O of 31dewoll (Continuous
100
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30' Tod of Endwail (Continuous)
L
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cal
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c—
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Light
Light
Planter
STONE
Drywall
REV. #
E
BY: APPROVED BY.
Ci
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6
o
1
Dark
W
DRAWN BY
Kevin J. Spolski
JOB NO.
X
SECTIONS
E
REV. # DATE BY:
APPROVED BY:
K
Fg%PW7�1�iiw ���
and 26 Go. Reversed Batten 0" Galy. Panels
i1A" r)!- �r�ni+ov �irnlcc/Fnnm
H� . T zF 1/ T/ ZV .... .. Y
i
Gonc. Tile or Metal Roof _
Ir 1/2" plywood on wood trussses
Pill
Fgj�M. Pop- M � N
1
Steel Fire EScape—/
Potico Entryway Automatic Glass Doors
LSTO EFIS System with Foam "Blocks"
to match Glass Frame Outline
aCI
O
O
O
I
DRAWN BY
Kevin J. Spolsk
CHECKED
T.N.D.
DATE
130 October 2001
JOB No
x
L._. EVAT 10 N S
0
3
Q
REV. # I DATE
2" potable Water Line with (2) 1-1/2" O.V.
Clean Out (typical) to Supply Water to Future 1st Floor Tenants Overhead
and 1-1/2" Water Line to Upper Floor, with C.V.
.5e t llVeer� �/�c�r.57
PLUr"-IBiN ,
BY:
APPROVED
BY:
n
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6
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19,
DRAWN 3Y
I
in J. SpolSHGHcC'T.N.D.DAT=October 2001
JOB Na.
x
® S
1/4" = T-0"
SHE=T
-1 G
OF
x
�V-U- 'A
mv
L_OWEf� LEVEL
REV. #I DATE
APPROVED BY.
Ln
El
I
L
5
G
2 R
00� J— J-
Loop Vent (PVG) to perimeter V`f'R
G
G�
G�
�\v? � Loop Vent (PVC) to Perimeter VTR
0
L 2
,4// 1/�r77tg 7-1 ir-Ll o '�`� � r� �r�f� . i�a'� W6711 �'�r��/.�, /\1�57
Lir-res to be pur/ire Hur�c� �O�erhe�adl arrd /nsu/crfed
3/4" cpvc
f
FL
DRAWN BY
Kevin J. Spolski
CHECKED
T.N.D.
DATE
30 October 2001
U PPtt4L
JOB NO-
VEL
91
'i
305 N Mangonstine Ave
Chida Plaza
Permit NO.- 02-653,021.2 105