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SUNSHINE STATE SURVEYORS. INC,
ENGINEERS, SURVEYORS L LAND PLANNERS JACKSONVILLE, FLORIDA
I HEREBY CERTIFY rHAT THE ABOVE L AND WAS SURVEYED BY
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SHEET NO.
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74-5
ROTOLITE OF ST LOUIS INC
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CITY OF ATLANTIC BEACH W 43 M
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WATER & SEWER NOTES: Z" ilu
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1 . UTILITY CONTRACTOR SHALL NOT COMMENCEWORK WITHOUT PRIOR NOTICE TO THE
IC SERVICES DEPARTMENT (246-2766) . TWO DAYS Uj
CITY OF ATLANTIC BEACH PUBL
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0 NOTIFICATION IS REQUIRED BEFORE ANY LINES ARE CONNECTED TO THE EXISTING >
vlc' mAX a
UTILITY sysTE.M.
A SANI RY
2. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30" COVER FROM FINISHED GRADE IN SEWER
:,)NCEA,43
alp UNPAVED AREAS AND 3611 COVER IN PAVED AREAS. WATER AND SEWERMAINS ARE
A 0 All 6, A41AJ �x
A D FROM DAMAGE UNTIL ALL
DESIGNED TO FINISHED GRADE AND SHALL BE PROTECTE
lox WORK IS COMPLETED. . . . . . .
`R"t 'A :OVER
e�-rAA10AeD A4 a 7,EE
Z 4 Z PIPE &AR66,e' 3. A HORIZONTAL SEPARATION OF A MINIMUM OF 10 FEET SHALL BE MAINTAINED "R , t'N, AT -1,,
BEAR,Nr, %R$AZX5
v 3 ',;' 6,04"o 'e0ce-ti'D D SEWERMAINS (INCLUDES FORCE MAINS) so A-S 113 SfAr
/6 A41AJ SA,141-1-6,e -------1 5 BETWEEN PARALLEL WATER MAINS Ai" PRIJL� AhO PREVFR�
Y". A,41 - WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18 INCHES VERTICAL
R A DISTANCE OF 20
< CLEARANCE, ALL PVC PIPE SHALL BE ENCASED IN CONCRETE FO
0
7 FEET CENTERED ON THE POINT OF CROSSING; OR A 20 FOOT SECTION OF DUCTILE
A A 3A 'a z
IRON SEWER PIPE CENTERED ON POINT OF C 3/4 MIN THICKNESS 0
ROSSING MAY BE SUBSTITUTED. 'THIS
SITUATIONMAY BE ORRAY NOT BE NOTED ON DESIGNED DRAWINGS. COVER (h
-,.'4 ( 2651LBS 6 Las
i 11 . r >
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I'S : 1�11
I L
L
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4. POURED CONCRETE THRUST BLOCKING IS REQUIRED WHERE WATER MAINS AND F cr
1/4
314 VLI T /4L V6 35 3,4'
RAINS ARE TERMINATED AND AT ALL BENDS
S/zE A 8orLl SI0,15 op�5 At R r(,e I r),, 3/4
I-0- 3...5 7' OP6 Aj I--r (/`W V T 5. UNSUITABLE MATERIALS UNDER WATER AND SEWER MAINS SHALL BE REMOVED AIND
------------------------------- CTED TO 95% OF MAXIM[UM
/311 5 REPLACED WITH SELECTED BACKFILL, PROPERLY COMPA 4
DENSITY. (SEE GENERAL NOTE #6) T_namr,
47 17'y 5 ro -3 WA
VVA 76,e M4 1AJ r7l,,eC 14Y,0I?AAJ7 FR4M"
10" /6. 6. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY RIGHTS-OF-WAY WITH THE E
(213 L,9S APPROX
Z 7- 05. PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTLON AND I t/4
"'50 AltlT REPAIR.
30" 06. _T_
+ +
150 PVC Olt —7 6
7. ALL WATERMAINS 4" AND LARGER SHALL BEC 900 DR 18 CLASS z
DUCTILE IRON CLASS 51 OR BETTER. 2 /4
T14RUST 6LOCAI POR 76ES h'AAIC16tE F4AV66 I —
FIAJI_-�Al 6,f4DE - -OAc .-CA NFORMING TO ASTM D3034 OR PICKHOLE DETAILS RIB DETAIL
8. ALL SANITARY SEWER MAINS SHALL BE SDR 35 PVC CO
------ DUCTILE IRON CLASS 51 CONFORMING TO ANSI A21 .50 AS REQUIRED. CIO VE R,
TRACTOR SHALL INDICATE AND PROTECT THE LOCATION
9. DURING CONSTRUCTION, THE CON
6'17'Y _,grO INA776F _T
1 0 4j OF THE TERMINATION OF EACH WATER AND SEWER SERVICE AND EACH VALVE WITH A
VA L V6 93 0,1( 1 1
C�117'R C-:-i;,-_ OR FENCE 1?OST) Z4' Sr,0. RIA-16 COV,5&
STAKE OR MARKER SUITABLE TO THE ENGINEER. (P.T. 2" X 4'
36 F E`LT
P1 PL SLC:6 V6 A R'65 0 LZ - -----
-k �f rCp�A.Z, :q zR`KEN -RISING STEM TYPE AND SHALL BE SUITABLIE FOR
RCCK =CR DERAIN SU%IP 10. ALL GATE VALVES SHALL BE NON
TE VALVES SHALL BE MECHANICAL _. _L_
.7�
200 PSI NON-SHOCK WORKING PRESSURE. GA SSHALL __Z.�777,777 T
-FITTED. VALVE
CCNC�;�'7` THRUS,
to ELOCK JOINT OR FLANGED, VALVES SHALL BE IRON BODY, BRONZE
IN E
BE CLOW, M & H, MUELLER OR APPROVED EQUAL. VALVE BOXES WITH SCREW T:r
&"A41IJ
EXTENSIONS SHALL BE OF CAST IRON CONSTRUCTION, 3/8 INCH MINIMUM WAILL
OATED. THE WORD "WATIER"
THICKNESS AND SHALL BE NON-TACKY TAR ENAMEL C j, z 0
i
ALL GATE VALVES INSTALLED SHALL OPEN BY TIURNING
L E A V6 D)?A I AJ
SHALL BE CAST IN COVER.
A10L6 OP6AI TO THE LEFT (COUNTER CLOCKWISE) WHEN VIEWED FROM THETOP. VALVES ISHALL
HAVE RESILIENT SEATS.
I& MIAI- 10"PIPE 5A4A1_e_,CR Tolv`60E
A A 11 . ALL CURB STOPS AND FLUSHING HYDRANT VALVES ARE TO BE FORD BALL-TYPIE WITH
LOCKING CAPABILITY.
Fhle6 YORAV r 15eC- AJOT6 d Z
X
12. METER BOXES AND CURB STOPS ARE TO BE FURNISHED AND INSTALLED BY THE
UTILITY CONTRACTOR. METERS ARE TO BE INSTALLED BY CITY OF ATLANTI�C 7, 3, 4, 111 qj
A/0 TIS S
BEACH PERSONNEL ONLY. L d AJS T,4 5
Irlee AIYD SqALL 8E IAISrALLEO 06TWECAJ t5ACK A8 REOD
?z OF Cug,8 e F-AC6 Oc 5106w.4Lx 6xe6pr AS COAJO 13. HYDROSTATIC AND LEAKAGE TESTING, AND DISINFECTION OF THE WATER MALNS
A 9- -Pr-'e0A1,C, A lFr3amJe. A 8 FV40AC. j/0,V 966LJLAnoAjs -,eaAllair 7
INSTALLED SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF JACKSONVILLE,
.3. z dqff /0" 3�0" & 1.3 00AIC "/A/ S reeAlig,-4 Z 500 R,9 I I Z6 OA YS FLORIDA, STANDARD SPECIFICATIONS. NO TESTING SHALL BE PERFORMED UNTIL
7 V /Z1, /3" 1 3. 7 6" z STALLED. A REPRESENTATIVE OF THE CITY OF
ALL SERVICES HAVE BEEN IN
101, /7" 17 /311 5.6, ATLANTIC BEACH MUST BE PRESENT DURING THE HYDROSTATIC AND LEAKAGE TEST.
4- 3 9EE 7714R061T 81-OCk A10776S I I I
0/" 1 3141,0 C coL/c
1z" 1611, THE TEST IS TO BE CERTIFIED BY A REPRESENTATIVE OF THE DESIGN ENGINEER. k i /I
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14. ALL INVERT ELEVATIONS OF PROPOSED SANITARY SEWER MANHOLES ARE BASED AT
38" 7" 378 Z/ Z7" 19.1 1/. z ASED UPON
THE CENTER OF THE MANHOLE. SLOPE OF GRAVITY 14AINS ARE B MANHOLE
47- INVERTS. 4
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15. WHERE SEWER SERVICES COME FROM A SEWER MANHOLE, THE INVERT OF THE SERVICE 1Y e0LJ96E CLASS D CY
SHALL BE NO GREATER THAN TWO FEET ABOVE THE MANHOLE INVERT. SMOOYH
(P 0
rAIRUST &OCK FOR 6EAIDS� TRANSITIONS SHALL BE PROVIDED. LIAIO!ST 5016 A4'/A/_ 6 6AZIA10
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AJO 776: 16. SANITARY SEWER SERVICES SHALL BE 6" PVC OR DUCTILE IRON WITH A MIMIEUM 66 C_7/0�%j
ALL OEARIAII:5 S41RFACE rO BE CARR160 rO ZIA1019rdle56D 50/1- 0.0061 PER FOOT. z
SLOPE OF
0 0
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17. MANHOLES AND MANHOLE RINGS SHALL BE A NOMINAL 24" DIAMETER EXCEPT WHERE 4wO
(A 7,41,ea A-3) CL.6 A A/ SAAJO ik 4SAIA V6 L NOT ACCEPTABLE IN THE CITY OF JACKSONVILLE AREAS OF JURISDICTION.
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18. TELEVISION INSPECTION AND 5% DEFLECTION TEST SHALL BE REQUIRED ON ALL z 0
SlLrY SOILS, C4AY, A,4LACK, 0
A10 3-7 4 C 0 V,-k' c)JZ GRAVITY SEWER. THIS SERVICE SHALL BE PROVIDED BY THE CONTRACTOR AS PART C C14
APKov 6(2u OF THE SANITARY SEWER CONTRACT. A FULL REPORT, AS TO CONDITION OF THE
METER PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATRON (j) CL
ro 56 V
A4AD6 5Y P& U,4,46ER OF SERVICES, ETC. , SHALL BE SUBMITTED TO THE ENGINEER AND CITY OF ATLATNIC 0
W,4r,F,e 599V LIW BEACH. ANY DEFECTS ENCOUNTERED SHALL BE REPLACED OR REPAIRED PRI(DR-TO Uj CO 0
FINAL ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOIR TO 0 U.
folvtp 0,0//- <
6AIA06 ACCEPTANCE.
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19. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE
`6A TE VA I V& ,�',EA4A L 6 WA 7-6 R MA IAJ ALL PROPOSED WATER LINES HAVE BEEN PRESSURE TESTED, DISINFECTED, 1AND S
TD PIP6 rgOEEADS —6ROOKS A10 t A40,k'_r
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ADJUSTMENT
1 . All water and sewer construction shall be performed (GRADE Nim)
in accordance with 566 Nore-,d V
�'r,56 OR T S. 4 V A
Details and Specifications . EMBECO N PRECAST ECCENTRIC
0. 167 OR t ClOhE SECrION AND
0 NIORTI%R rioti- IR SIDEWAL14S PER
ASTO C1370
LATEST EDITIONS
BELOW 67RAD6 FLUS141A16 VALVE- 2 . Water mains 6" and larger shall be P' -0, Class 100 , q W
Ajor6 .' TO 56 elSED /A/ AREA /VOT sz15j6,rr 7,o IrL000w�; DR25 conforming to AWWA Standard anless otherwise _O-nmG JOINT OR Uj
noted on the plans . LO.:5 1/4 1 APPROVED PREMO�OEO
P.LASTIC iomr. PZ_A AJ
3 . 2" and 4 " water mains sha , C 1120 , PR160, SDR26
conforming to ASTM D221 nless otherwise noted on
-7- = TY104EASAAJITACY "AA190LE
the plans .
4 . Gravity sewer all be 8 inch PVC pipe, SDR35 A10 rE 5
conformina D-3034-74 unless otherwise noted 2"M EVELING COURSE 41SE CA486CO A/0 /&7 0,? A/0 361 A40*IrAe A10A1-
on the p' C C" CONCRETE SAI)FIAI&-, OR' 7W0.eO$67-(,PA4)6,e0e17_
SECTION VIEW* Z O'ZbIL16: JOIAJT OR A)-,-,e0V90 Pe�5&40LO60 PLASTIC,
5 � Thp ctor shall provide the owner with "As-Built" jolAlr 56A45,e w1RRo-r6c7-1V6- WeAPPeg
ceptable to the City ' s 14 '1%o'A-� Pg "Z", SHEET NO.
The "As-Built" plans shall reference all water *4 �- t, -
3 PIC6CAST A4A�040t_e 5,r.CT1OiV6 70 86 Afreosl
-of-way lines C 5 A A r,4 k'y/v 1A A A L/0/-,6 vvl LAr657 60/7/OA/ 0-- ASTA4 C 478 w140 4, 0,C*jc. 4.
valves, fittings, hydrants, etc. to right
or centerl ines ; and sewer services to property I ines .
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TRUSSES: SLABS ON GRADE: ALL DESIGN IS IN ACCORDANCE WITH THE STANDARD BUILDING CODE.
THE WOOD AND FABRICATION CRITERIA OF ALL PREFABRICATED WOOD TRUSSES A) ALL CONCRETE SLABS ON GRADE, SHALL BE .4 THICK AND REINFORCED DESIGN LOADS:
SHALL BE PER THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS-.GRADE WITH 6x6 - w1. 4 x w1. 4 WELDED WIRE FABRIC@
LUMBER AND ITS FASTENUNG' BY NATIONAL FOREST PRODUCT ASSOCIATION, TIMBER B) ALL CONCRETE SLABS ON GRADE TO BE IN ACCORDANCE WITH THE "GUIDE LM ROOF - 20 PSF UPER FLOORS: BEDROOMS - 40 PSF
CONSTRUCTION STANDARD BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" (ACI 302 - 80) SLAB ON GRADE - 100 PSF BALCONIES- 50 PSF
AND DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES C) JOINTS SHALL BE PROVIDED JN ALL SLAf3,sON GRADE WHERE INDICATED ON STAIRS - 100 PSF
BY TRUSS-PLATE INSTITUTE. PLANSO
CONT RACTOR/T RUSS MANUFACTURER SHALL SUBMIT FOR APPROVAL DESIGN D) 6 MIL POLYETHYLENE MEMBRANE SHALL BE PROVIDED UNDER ALL SLABS WIND - DESIGN WIND VELOCITY = 110 MPH
CALCULATIONS AND DETAILS, PRIOR TO FABRICATION OF TRUSSES,, SEALED AND CAST ON GRADE1 MATERIAIS:
SIGNED BY A PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF FLORIDA. A) CONCRETE - DESYGN PER ACI 318 (83) & CONSTRUCTION AS PER ACI 301,
MASONRY: F' c - 3000 PSI (UNLESS NOTED)
TRUSSES SHALL BE DESIGNED AS COMPONENTS OF BUILDING SUBJECTED TO WIND 1) ALL CONCRETE MASONRY UNITS SHALL BE JN ACCORDANCE WITH THE ASTM B) REINFORCING STEEL: HIGH YfELD STRENGTH STEEL CONFORMING TO
PRESSURE AS RECOMMENDED IN STANDARD BUILDING CODE - 1986 REVISION. C-90/C-145 AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI.. ASTM-615 GRADE 608
:TRUSSES/TIMBER MEMBERS SHALL BE SUPPORTED AS SHOWN ON THE RESPECTIVE 531-791 531 R-798 C) WELDED WIRE FABRIC AS PER ASTM-185-731
2) F'm - 1350 Psi (UNLESS NOTED) D) STRUCTURAL STEEL DESIGN IS IN ACCORDANCE WITH THE AISC MANUALO
DRAWINGS9 3) PROVIDE DUR-O-WAL HORIZONTAL REINFORCEMENT AT 16m C/C VERTICALLY.
ALL STRUCTURAL STEEL SHALL BE A-36 GRADE (UN) . ALI. WORK SHALL
THESE CALCULATIONS/DETAILS SHALL SPECIFY: 4) CMU CELLS AT CORNERS, 2 CELLS ON THE SIDES OF THE OPENINGS., U-BLOCK COMPLY WITH THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION
1) ALL CONNECTION REQUIREMENTS, PLATES, ANCHORS/HURRI CANE ANCHORS,, ETC. OVER THE TOP OF BLOCK WALLS, ETC. , SHALL BE GROUTED WITH 1 #5 FDNS. Structural
NECESSARY TO PROVIDE ADEQUATE SUPPORT AND STABILITY TO THE FRAMES . ALSO -REFER THE PLAN FOR LOCATION OF REINFORCED CELLS. AND ERECTION OF STRUCTURAL STEEL$ Notes
i '
2) ALL CONNECTORS SUCH AS HURRICANE ANCHORS/TIES, ETC, SHALL BE HOT 5) CMU BLOCK WALL SHALL BE PROPERLY BRACED, TEMPORARILY, DURING E) HIGH STRENGTH BOLTS - ASTM A-325.
F) WELDING ELECTRODES SHALL BE E70XX.
DIP GALVANIZED. CONSTRUCTION TO AVOID DAMAGE TO LIFE AND PROPERTY. G) ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF RED OXIDE PAINT/
3) CONTRACTOR SHALL TAKE DUE CARE NOT TO CUT OR DISTURB ANY MEMBER OF 6) THE MASONRY IS PARTIALLY REINFORCED AND REQUIRES SUPERVISION/ RED LEAD PAINT AS APPROVED BY THE ENGIINEER.
PREFABRICATED TRUSSES WITHOUT PRIQR APPROVAL OF TRUSS MANUFACTURER. INSPECTION. H) CONCRETE MASONRY UNITS F'm = 1350 PSI .
CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFICATIONS AND/OR %.
7) MORTAR VZ S F=180OPSI ASTM C-270 (GROUT FOR MASONRY SHALL 1 ) SAFE BEARING CAPACITY OF SOIL SHALL, NOT BE LESS THAN 2500 PSF.
REPLACEMENT OF SUCH TRUSSES$ CONFORM TO ASTM C-476191
PRESIRESSED SLABS: GENERAL NOTES:
1) ALL ROOF SLABSA UNOj SHALL BE HOLLOW CORE PRESTRESSFI) SLABS WITH
1) CLEAR COVER TO REINFORCEMENT SHALL BE AS FOLLOWS (UNO) :
TOPPING AS SPECIFIED ON THE DRAWINGS. (F.,- c=5000ps0 FOOTING - ALL &IDES AND BOTTOM 3#1
2) SLAB UNITS SHALL BE DESIGNED FOR 50 PSF LIVE LOAD PLUS 20 PSF BEAMS ON GRADE--FORMED AND CAST 211
SUPERIMPOSED LOAD. DESIGN — FOR WATER TUB LOAD IN BATHROOMS6 ----DO-------- CAST ON GROUND 3"
3) SLAB UNITS SHALL BF PROVIDED WITH CAMBER@
4) CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND!-DESIGN CALCULATIONS .FOR BEAMS ABOVE GROUND _1�11
2) ALL REINFORCEMENT SHALL BE HELD AND SECURED IN POSI700N BY1'
THE PRESTRESSED SLABS. THE CALCULATIONS AND DRAWINGS SHALL BE MEANS OF STANDARD ACCESSORIES. UNLESS NOTED OTHERWISE, DETAILING
SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE
AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI
STATE OF FLORIDA.
MANUAL OF STAND)ARD PRACTICE FOR DETAILING REINFORCED CONCRETE
5) CONTRACTOR SHALL NOT START PRODUCTION AND/OR FABRICATION OF UNITS STRUCTURES. (AiCI-315)
BEFORE PRIOR APPROVAL OF THE ENGINEER.
6) THE PRESTRESSED SLAB UNIT SHALL BE OF LIGHT WEIGHT CONCRETE 3) ALL HIGH STRENGITH BOLTS, UNLESS OTHERWISE NOTED, SHALL BE 3/4" rmwERS
(DENSITY OF 120 PCF) . 4) CONTRACTOR SHAL.L COORDINATE WITH STRUCTURAL, ARCHITECTURAL, CIVIL, BEACH
MECHANICAL AND ELECTRICAL, ETC. DRAWINGS FOR REQUIREMENTS SUCH AS
7) ADDITIONAL HOLES OR OPENINGS, OTHER THAN ALREADY SHOWN ON THE
EMBEDMENTS, OPENING SIZES, SLEEVES, ETC, ANY DISCREPANCIES SHALL HOUSE
APPROVED SHOP DRAWINGS OR CONTRACT DRAWINGS SMALL NOT BE CUT AT 2361 SEMINOLE ROAD
THE SITE. BE NOTIFIED TO 'THE ENGINEER/ARCHITECT. ATLANTIC BEACK FLORIDA
5) IF UNSUITABLE SiOIL STRATA AT THE FOUNDATION BEARING LEVEL IS
8) THE UNIT MAY OVERLAP BY Ik" OVER BEAMS RUNNING PARRALLEL TO THE ENCOUNTERED, CONTRACTOR SHALL NOTIFY THE ARCHITECT AND HOLD THE
UKITS. OPERATIONS FOR ALTERNATE SOLUTION. LANE m LEUTHOLD
9) MANUFACTURER OF SLABS SHALL OBTAIN BEFORE FABRICATION., APPROVED
1 16) CONTRACTOR SHAL.L VERIFY THE SITE CONDITIONS' AND/OR ANY ADJACENT/ Architects Interior Designers Planners
DIMENSIONAL PLAN FROM THE CONTRACTOR TO VERIFY ACTUAL DIMENSIONS EXISTING STRUCT'URE ON THE SITE., BEFORE PROCEEDING WITH THE 1,j4()LAaticaster Terrace
Ile, Flonda 32204
AT THE SITE. FABRICATION ANDI ERECT I ON/CONSTRUCT I ONI t's03'5"3"/7506
TIMBE
-SPLITSj ETC,
1) ALLSTRUCTURALTIMBERMEMBERS SHALLBE FREE FROM KNOTS, SOIL COMPACTION ANDI GRADING. SOIL CLEARING, EXCAVATION, BACKFILLINGJ
2) ALL STRUCTURAL TIMBER MEMBERS SHALL MEET THE FOI.LOWING REQUIREMENTS : COMPACTION, ETC. SHALL BE DONE STRICTLY IN ACCORDANCE WITH THE ,
FB = 1500psi; Fc = 1200 Psi,,- Fv = 95 psij Ew = 1. 6 x 106
PSI ; RECOMMENDATIONS LALD OUT IN GEOTECHNICAL INVESTIGATION REPORT.
3) GLU-LAM BEAMS F-20 GRADE: FB=2000psi ., SOUTHERN YELLOW PINT OR S TV
DOUGLAS FIR.
4) ALL CONNECTORS USED ON THIS PROJECT SHALL BE HOT DIP GALVANIZEDs NO PATE Fv1�1(I WS
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