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i A� EDGE OF SWALE
GENERAL NOTES SEE PLAN
i FOR IDENTIFICATION IN CONTRACTUAL AGREEMENTS, THIS SET OF DRAWINGS �I I 1 .4
- _- IS DATED MAY 5 , Igg2 ANY REVISIONS THEREAFTER WILL BE NOTED
AND DATED ON THE AFFECTED DRAWING(S). 1+
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N I I. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM
j - DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE III• SANITARY SEWER SY TEM -
I FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
SODDED SWALE CHECK
I - •
Irn I SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION LATEST A. ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE EDGE OF. SWALE SECTION
� I EDITION. - CONFORMING TO ASTM D3034 SDR-35. INSTALLATION OF PVC ,
I SEWER PIPE SHALL CONFORM TO ASTM D2321. SEE ASTM C-12 - -
V` W
�.
I A. PAVING SHALL BE CONSTRUCTED OF 6" CONCRETE PAVEMENT LATEST EDITION, FOR CONSTRUCTION METHODS, EXCEPT FOR
PLAN IE 0
(4,000 P.S.I.) WITH 6 SUBGRADE. COMPACTED TO 9$% BACKFILLING, WHICH WILL BE AS SHOWN ON THE DETAIL SHEET.
SWALE CHECK 'DETAIL
... MAXIMUM DENSITY PER AASHTO T-180. "" A HORIZONTAL SEPARATION OF AT LEAST 10 SHALL BE g5` 14' IAZ'
MAINTAINED BETWEEN WATER AND SEWER LINES. WHEN WATER 2Zf �' I - '
-- 3 2 .
I
N.LS,
15' „ cz
AND SEWER LINES CROSS WITH LESS THAN 18" VERTICAL -- 10' 80' i
l SEPARATION, OR WHEN THE WATER LINE CROSSES BENEATH THE I
SPGS.
a �'' (S PRKG )
� � II: SEWER LINE AT ANY DEPTH, THE SEWER LINE SHALL BE ENCASED
n
1' 3' i, . y
B. ALL PIPES NOTED ON THE PLANS AS RCP SHALL BE REINFORCED IN CONCRETE OR THE SEWER SHALL BE DUCTILE IRON PIPE FORA ( j8l 2�o.N, so, " ?5 /Q 3s' S lo' 3 S $
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aC +�
CONCRETE PIPE CLASS III WITH RUBBER GASKET JOINTS. ALL DISTANCE OF 10' EITHER SIDE OF THE CROSSING. DUCTILE IRON 1 " tAA1G1 ExlsT.
PA)21CING SPAce vvlVIN6 LANES. PAtzy-ING' SwOGE
In OTHER PIPES SHALL BE AS NOTED. SANITARY: SEWER GRAVITY PIPE SHALL BE CLASS 52 DUCTILE 500 ( aaAoE 3 u IL
IRON POLYETHYLENE LINED. 36" MINIMUM COVER ON ALL SEWER , Lv Eu' {cEtzS i
° V. � Soo
a SLOTTED DRAIN SHALL BE ARMCO CORRUGATED STEEL PIPE WITH LINES. 3 2 I 7 , MA-rCk .
N to - .. I , 500 - . F.F.; � �j{,d0 T 5TAN0A;2Z? LL { .- e ALLEY P•/M-L
�I �I I HUGGER JOINTS TO MEET AASHTO DESIGNATION M-36. THE 12" B. LATERALS SHALL BE LOCATED FROM CENTER OF NEAREST boa _ ,Cp Gtxza (GUT fEF1 K •, '',
(� x DIAMETER PIPE SHALL BE 16 GAUGE STEEL INSTALLED DOWNSTREAM MANHOLE, qq - 7 b'CctlGrz� To MIN.-LOoo P,5,1, - (-TYP•)
I: ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. G'x(O.' V>=TTT. .. • :: L 8 I ;, ; Q // C ri :i
o N SLOTTED DRAIN WIDTH TO BE 1'/4 INCHES AND DEPTH TO BE 2Yz culze, • ... 6-A16 ,,-r. '. 7tZDP. 9 I 2'5TA VAI)zo _ - ��
Ln 3 0 .. TILE aI _ y _ =_ = i
.-I U (�: .INCHES. IV. WATER SYSTEM �! .•- •.'.- .,.. ,t-TNIGIc _ GL»foH i�/L�a7- CCT�c,wsauc. �Cuaa 4 GvrTe2 _ _ - - _ -, /-- �,
• . .. ; • r - - - - - 6- GONG..
I - Gow__ETE .(.•-MICK Gxib Vezf _ - _-_--_ - t0 MIN.
C. ALL TRAFFIC CONTROL DEVICES, SIGNAGE, AND PAVEMENT METER I DQp.??Q 5pe-1. C.ONCOM G 19'&'T'W.) err-- - - . 4,000 r.5.1. I
;,I STRIPING SHALL MEET FLORIDA DEPARTMENT OF ��' •' cCGrlcYze - �" _ . .
TRANSPORTATION AND CITYOF SANFORD SPECIFICATIONS, AND PROPOSED WATER METER WITH BACKFLOW PREVENTER IN LOCATION Q !' To MIN. oFQC7CXl RS.I. 1 5000eo gwALe '
MEET THE REQUIREMENTS OF CHAPTER 316 FLORIDA STATUTES. SHOW
N . ON PLANS. WATER SERVICE FROM METER TO BUILDING SHALL 510EWALY- A GI"� Q G..� • •;•• - CoMPACrrD � I cr c--w) w/4:1 SLOPES .
8E 1" P•V•C. SCHEDULE 40. ALL P.V.C: PIPE SHALL BEAR THE NSF-LCIGO - !T TO 5'8�Jo TYP] PRoR 2' STO
_ G,• coNcczE t f Zb q /,
D. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE FOR POTABLE WATER, E%IST. i ;.,':' , = MR+•'¢LC)0P,5,J, 2� Gw G
I PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION -
�% �j GulzTy � i
11
AVAILABLE, AND ARE GIVEN FOR THE CONVENIENCE OF THE 'CONSTRUCTION METHODS `"" �Al�EA-y FcI ys u '
CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR _� I w, SECTION C r C ,
THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION A. THE WATER MAIN SHALL BE INSTALLED AS NOTED ON PLANS. A LJ •
ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LATERAL SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED 25.3 24.0 ® . M:r.5. 0 .
I G %2
NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY BETWEEN WATER AND SANITARY SEWER LINES. WHEN WATER 2„
ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES AND SEWER LINES CROSS WITH LESS THAN AN 18" VERTICAL °.
WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL SEPARATION, THE PVC SEWER LINE SHALL BE ENCASED IN 2 5' CONC. - I
.( EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, CONCRETE OR DUCTILE IRON PIPE USED IN LIEU OF PVC PIPE FOR GUR
l WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY A DISTANCE OF 1O' EITHER SIDE OF THE CROSSING. 1. ' r
i^U•p. CSeE soIL6 {ZEPOiZT FOR
I - COMPANY. ALL UTILITIES THAT INTERFERE WITH, THE PROPOSED DETAILS £ 5PECI3.)
SECTION-"B"-"B"
I CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE B. MINIMUM COVER OVER ALL PIPE SHALL BE 36 TO FINISH GRADE - ,
UTILITY COMPANY, AND THE CONTRACTOR SHALL COOPERATE FROM TOP OF PIPE. iW•T,�, .
WITH THEM DURING RELOCATION OPERATIONS. ANY DELAY OR
INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE C. COMPLETE "AS -BUILT" INFORMATION RELATIVE TO LOCATION OF "
RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL TO ALL VALVES, FITTINGS, MAINS AND SERVICES, SHALL BE 11 e� c
THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL INSPECTION OF I
� ALLOWED. THE WORK.
, �. PARjCING BY
E. CONTRACTOR SHALL'NOTIFY THE OWNER AND THE ENGINEER TRENCHING ,
- _
WHEN ALL WORK IS LAID OUT (SURVEY STAKED), SO THAT A _ u SOWS r DISABLED lu v
X.C.RgMP 3 PERMIT
DETERMINATION MAY BE MADE OF ,SPECIFIC TREES TO BE COMPACTED BACKFILL SHALL BE TO 98% MAXIMUM DENSITY AS DETERMINED I -A_ REMOVED. IN ADDITION TO CLEARING AND GRUBBING FOR THE BY AASHTO T-180 FOR UNDER ROADWAYS. OTHER COMPACTION OF BACKFILL OR(� Y
I STREETS, THE CONTRACTOR SHALL PROVIDE CLEARING AND SHALL BE TO 95°/O MAXIMUM DENSITY AS DETERMINED BY AASHTO T 180. SEE 4' SOLID WNFFE STPIPf
GRUBBING AS REQUIRED FOR THE INSTALLATION OF UTILITIES, DETAIL SHEET,. ..:",."...,,:.:.,.,:.:.;.:..............;.7�":.:,-..". - c_ k
I' AND DRAINAGE FACILITIES. ALL MATERIALS EXCAVATED SHALL �' /',
' �/
REMAIN THE PROPERTY OF THE OWNER AND SHALL BE 6' __ __ fTP 26
STOCKPILED AT ON -SITE LOCATIONS SPECIFIED BY THE OWNER. `. f ` m 4"BLUE L/,4N0/Cll
Z•R. .
MATERIALS SHALL BE STOCKPILED SEPARATELY INTO USABLE t}" NOTGN�D • 3'R I 1 SrRi,�in/G �TrP� IZ' F10TE=:
(NONORGANIC)' FILL STOCKPILES AND ORGANIC (MUCK) FIRE HYDRANTS yyETT2(CNt?taAI) a/4' R. - -
I .I
STOCKPILES IF MUCK IS ENCOUNTERED. IT WILL BE THE �Tf7POFGPffFfEINCfT FOR BNET x/ 7MROAT arNa 1 �_ $
I -. , IKACE ANGLE BM 2' BELOW • P,riv (Q
o F
- •: -: -::• :•••:: ,: • :• ;...; *)%%
H�7n/o/COP, d., ALL LETTER ARE 1.6' SERIES 'C'
RESPONSIBILITY OF THE OWNER AND THE CONTRACTOR TO HYDRANTS SHALL COMPLY WITH AWWA STANDARD C502, "FIRE HYDRANTS wTFALL slRucn RE `�� °�'' _ '\ MEnrT srMz9oc
EL. 77.0
REMOVE ALL UNDERGROUND DEBRIS BELOW GROUND SURFACE FOR ORDINARY WATER WORKS SERVICE" AND SHALL BE EQUIPPED WITH A n 10 1
IN PROPOSED BUILDING AND PAVEMENT AREAS. MINIMUM OF ONE (1) PUMPER OUTLET NOZZLE 4 1/2 INCHES IN DIAMETER'AND EL.Zw.S i, r.2 "' Atuu ANQE I TOP VIEW
1YP
TWO 2 HOSE NOZZLES 2 1 2INCHES IN DIAMETER.
( )
I ,
' ( ) / ETER. THREADS, NOZZLE CAPS, - 1 6„ '
F. SOILS INVESTIGATION FOR THE SITE WERE PROVIDED BY JAMMAL OPERATING NUTS AND COLOR SHALL CONFORM TO THE CITY STANDARDS. 25.9 I (TT AI10 "°° e' -
& ASSOCIATES. THE CONTRACTOR IS TO OBTAIN A COPY OF UNITS SHALL BE TRAFFIC -TYPE WITH BREAKAWAY SAFETY CLIPS, OR FLANGE A 1 o,G. • • 1. o (T") 2' - 0'
0 . 0I 1--] . -
4" BGUE SrRiP- 2..TOP SIGN SHALL HAVE A flEFLECTORIZER BLUE -
ft �/ BACKROUNO WIT4 WHITE REFLECTORIZECI
L�Q NO l BORDER.
I 1; �k
3..BOTTOM SIG.4 SHALL HAVE A REFLECTORIZED
THAT SOILS REPORT FOR REVIEW PRIOR TO CONSTRUCTION; AND AND STEM, WITH SAFETY IrOUPLING LOCATED BELOW BARREL BREAK LINE TO EL. 25. 2 24- HEAVY DUTY CAST 4",66LID WNITE/s7XlPE WHfTE BACKROUNO -1TH BUCK OPAQUE
I l' DILEi & OUTEET PIPE-
�
I 1,
THE CONSTRUCTION IS TO 'CONFORM WITH THE PRECLUDE VALVE OPENING. HYDRANTS SHALL BE DRY TOP, LOW PROFILE I ' ATTACH BOTTW OF 1/•• IRION FRAK & OVER AID FITTINGS STANDARD ` f 5/ZIAIG TO OE 3Y!>1 111TECT LEQENO & 00FAXI1. . :
,2 I UC BOLT =w. ALUM. BAFRIL 2- BELOW STANDARD CONCRETE CURB & GUTTER HANDICAP DETAIL
RECOMMENDATION IN THAT REPORT. DESIGN WITH A MINIMUM HEIGHT OF 30 INCHES. OUTLET NOZZLES SHALL BE ( ) 1 NO I BOTT�I,a m a wEw GASKET -STANDARD.
ON THE SAME PLANE, WITH MINIMUM DISTANCE OF 18 INCHES BETWEEN BOTTOM OF 54tu1MER tLA1F (, p) TO wLE. ► TO BAZ a
SHALL BE BELOYT-TCP« 1 - - HANDICAPPED SIGN DETAIL.
G. THE STANDARD ROADWAY CROWN SHOWN ON THE TYPICAL CENTER OF NOZZLES TO GROUND LINE. VALVE SHALL BE COMPRESSION TYPE IHLCT OR LOWEST WOR ELEv. I I RISERS AS REDO.
WITH 5 1/4 INCHES MINIMUM OPENING WITH INLET CONNECTION TO BE 6 INCHES
SECTION WILL NOT NECESSARILY BE APPLICABLE FOR USE IN MINIMUM. ALL NOZZLES SHALL HAVE AMERICAN NATIONAL STANDARDS FOR - I_,
------- -1 1
COMPUTING THE STAKING INTERSECTIONS, OR THE SECTIONS ( HYDRANT • APPROACHING OR LEAVING INTERSECTIONS. ALL PAVING
HOSE THREADS. ALL HYDRANTS MUST BE PROVIDED WITH BRONZE NOZZLES, I D1SCyARGE PIP
1 I SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL CAPS AND CHAINS. THE MAIN VALVE AND ALL CAPS SHALL OPEN WHEN I OPERATING f - ,� G
•"
BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY OPERATED IN A COUNTER CLOCKWISE DIRECTION. j NUT .
I
I
THE FLOW ARROWS ON THE PLANS AND TO PROVIDE A ------ -
• .
50 FT. MAX. INVERT � 5J'-; 2.•0. I1 .
HOSE NOZZLE• 110.Et 2:: _,I--� Ir• c:L
SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES
A. HYDRANTS SHALL BE INSTALLED PLUMB AND IN TRUE ALIGNMENT WITH - - 1 (S FIG- 404) • • = VNDERORAIN -.
I .. ., - .. `)_ L_ -.2 2I. `, i. ! G,ola
r
I 1.WITH NO SHARP BRAKES IN GRADE, OR NO UNUSUALLY STEEP.OR THE CONNECTION PIPES TO THE . WATER MAIN. THEY SHALL BE
PUMPER NUZZLE - r o =-
I REVERSE CROSS SLOPES. APPROACHES TO INTERSECTIONS AND SECURELY BRACED AGAINST THE END OF THE TRENCH (UNDISTURBED
FACING STREET I q ! \I 2•Cf. 1 `EleBQ11
ENTRANCE AND EXIT GRADES THAN THE CENTERLINE GRADES SOIL) WITH CONCRETE THRUST BLOCKS. THE GRAVEL OR CRUSHED '. : m _ ' a' I , - � See 10eA 201
- VALVE COLLAR .. •
P
SHOWN ON THE PLANS. IN THESE AREAS,IT MAY ALSO BECOME STONE FOR THE DRAIN SUMP, FOLLOWED BY BACKFILLING, SHALL BE �I ) ! - ` )
INLET SKIMMER', DETAIL (SEE FIG: 107) •
ADVISABLE TO MAKE MINOR LOCAL FIELD ADJUSTMENTS IN THE CAREFULLY PLACED AND COMPACTED. INSTALLED HYDRANTS SHALL 1- �, \` ar r r.'a 9o�s o 3uMP
CENTERLINE GRADES TO ACCOMPLISH THE PURPOSES OUTLINED, BE PAINTED LIME -YELLOW (DUPONT 7744D OR EQUIVALENT) FOR THE
18' H1N -T- 2
IN ADDITION, THE STANDARD CROWN WILL HAVE TO ,;BE FINAL COAT.
PLAN Ors.
a
CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF
l_ '.:... :..,..•:.,.. I I SECTION r r
- ' , , r r �r f DEBRIS
INTERSECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY,TO B. HYDRANT PLACEMENT SHALL NOT BE A DISTANCE GREATER THAN 18 COMPACTED SECTION ~
M J HYDRANT
ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL sBE FEET FROM A PAVED STABILIZED AREA WHICH CAN WITHSTAND THE „ . BACKFILL 36' MIN. . ANCHORING TEE n " �+
I. CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED WEIGHT OF A CLASS A PUMPER. THE CENTER OF THE STEAMER PORT 24 WHITE THERMO PLASTIC 1-1.a TYPE C INLET JUMP DETAIL
STOP BAR GREASE TRAP Q .
INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY SHALL BE 18 INCHES ABOVE FINAL GRADE. STEAMER PORT SHALL BE - ' . 12' MIN. . . _ FD�T �TAAAA4RD INDEX Z32J 30 2
INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. CORRECTLY POSITIONED FOR THE PROPER CONNECTIONS AS DEFINED -
BY THE CITY. ' .
H. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK 4' 5'SIOEWALK .• I -
('' SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER C. HYDRANT VALVE SHALL BE PERMANENTLY CONNECTED TO THE WATER -�'- .
I THAN EXISTED BEFORE COMMENCING CONSTRUCTION WORK, MAIN TEE WITH "ALL THREAD" ROD LOCKING RETAINER GLANDS. 30°HI INTENSITY
UNLESS SPECIFICALLY EXEMPTED BY THE PLANS, COST TO BE - - .STOP. SIGN- . • -
INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA RIGHT -OF --WAY. _ 6' BEDDING ROCK
1 COMPENSATION TO BE ALLOWED. i A[T,S. RESTRAINED JOINTS RESILIENT SEAT GATE �)
/8"X/8" LONG t?z_4,3
VALVE AND BOX 1` d'�EXISTING 1`/2"
• ITN vr�o - .... , I GGE.4NOI g,, Ti-1/C.- wl �4 BAK
WATER MAIN
j " `` SERVICE CONNECTIONS I . P /NF CEO
E o P
I. LEGAL SURVEYS, DESCRIPTIONS, EASEMENTS, BOUNDARIES, OF M
TOPOGRAPHY, CONTOURS, CROSS SECTIONS, LOT LINES, STREET . •,:
RIGHT-OF-WAY GEOMETRY, EXISTING IMPROVEMENTS AND CONNECTIONS TO WATER MAINS 4 INCHES AND LARGER SHALL BE 2 INCHES • ' 6 • I TAP INTO
CULTURAL INFORMATION, AND OTHER HORIZONTAL AND AND SMALLER, MADE BY DRILLING THE APPROPRIATE SIZE HOLE AND SIDEWALK STOP '',LOCATION NOTESI " j EXISTING 1'/2" 6"-45. 6'"'UNoE1Po.PA/N i✓I'�
INSTALLATION OF SERVICE SADDLE, WITH SERVICES TO SMALLER SIZES A
1. SEE SECTION 52.7.4 LOCATIOW FOR ADDITIONAL FIRE HYDRANT ; I WATER SERVIC I -WATER MAIN EG BOW
VERTICAL LAND SURVEYINGINFORMATION HAS BEEN FURNISHED ACCOMPLISHED BY IN -LINE FITTINGS. WATER SERVICE LINES FROM THE MAIN DETAIL L�ATIDN REQUIREMENTS. LINE TO BLDG.
I TO THE ENGINEER BY OTHERS, AND THE ENGINEER ASSUMES NO TO THE CURB STOP SHALL NOT HAVE A MINIMUM DIAMETER OF LESS THAN ONE
RESPONSIBILITY FOR THEIR CORRECTNESS OR ACCURACY. THE .___.__ , _ ACE INVDQAUr 98ALL HE PAIMM PEP REDUCED PRESSURE I WATER SERVICE NOTE: 3 F'L(/G U��PO.Pfi/rV
1 ENGINEER'S WORK SHOWN ON THE PLANS HAS BEEN PREPARED (1) INCH. NO CHANGE TO METER SIZE IS REQUIRED. A FITTING WITH THE CITY OF 6'AAF0D FIE DEPAIZFAtW BACKFLOW PREVENTOR I PROP, I" PVC r[Ngp
SERVICE LINE EXTENDED INTO THE TREE LAWN, PERPENDICULAR TO SAID LINE, 16' STAAIDA12N. .L . , WATER SERVICE
I I £ BASED ON THE SURVEY INFORMATION PROVIDED BY E.M.K. SHALL TERMINATE WITH A PLUGGED CURB STOP, PENDING METER 1�r7.4 LINE WITH SOLVENT WELD
I CONSULTANTS OFFLORIDA,INC. THE CONTRACTOR IS DIRECTED • JOINTS CLEANOUT DETAIL
INSTALLATION. ALL CURB STOPS SHALL BE OF YOKE TYPE ASSEMBLY, THE ON FROM LOW „ FIRE HYDRANT ASSEMBLY DETAIL
I TO THE SURVEYOR TO. OBTAIN LOCATION OF LOT CORNERS, DOUBLE SERVICE TYPE WHERE POSSIBLE AND OF ONE PIECE BRASS 12 TRANSITION
GUTTER TO' ••; ZQ O.C: -_ I" WATER METER
l -1 F PAVEMENT.
BASELINE, ELEV. BENCHMARK AND OTHER SURVEYING CONSTRUCTION WITH LOCKING PROVISIONS. A DISTANCE OF 7 1/2 INCHES SLOOPE 0 � r NOTE' Fi�DVIDE rRAF(-1 c BEAR1Al6 ICAPS
INFORMATION NOT ON THE PLANS THAT MAY BE AVAILABLE. "' CONNECTION I®N DETAIL .
THE CONTRACTOR SHALL EXERCISE CARE NOT TO DISTURB SHALL BE REQUIRED BETWEEN METER CONNECTION BRANCHES, THE LOCATION - - PAVEMENT SLOPE N A6AIECECJ6W9, 1.
-
I FOR EACH INSTALLED SERVICE SHALL BE MARKED BY ETCHING OR CUTTING A f' f" "
EXISTING MONUMENTS, CORNERS OR OTHER SURVEYING ^1A/~ IN THE CONCRETE CURB AND PAINTED BLUE. MINIMUM LETTER DIMENSIONS ;D
. MARKERS OR NAILS. SHOULD ANY MONUMENTS BE DISTURBED SHALL BE A HEIGHT OF 6 INCHES, A WIDTH OF 3 INCHES AND A DEPTH OF 1/8 i•-_ Ir
DURING CONSTRUCTION BY THE CONTRACTOR, THEY SHALL BE INCH. WHERE NO CURB EXISTS OR IS PLANNED, LOCATIONS SHALL BE 1. '
REPLACED IF DESTROYED AT HIS EXPENSE ..BY A SURVEYOR ADEQUATELY MARKED BY A METHOD APPROVED BY THE CITY. . Z•- O' I 9"CMLI WALL (4EE m-mi A e"
'I,, APPROVED BY THE OWNER. I. off
a b 3/4' BEVEL
MAIN LINE TAPPING' Its h nzop 2' STI. Ci6
6 J. COMPLETE "AS -BUILT" INFORMATION FOR STORM SYSTEM I ,
4 RELATIVE TO INVERT AND GRATE ELEVATIONS AND LIVE SPILL TYPE C & I1 MA36H C-X(5T ALITcY PVMT.
CONNECTIONS FOUR (4) INCHES OR LARGER TO MAIN LINES WHERE SERVICE I I
LOCATION SHALL BE RECORDED BY THE CONTRACTOR AND THE CANNOT BE INTERRUPTED SHALL BE MADE USING AN APPROPRIATELY SIZED AT SLOPE OF PAVEMENT 1 I INFORMATION SUBMITTED TO THE ENGINEER ON LEGIBLY MARKED o , SURFACE MATERIAL A)'�
UP DRAWINGS PRIOR TO FINAL INSPECTION OF WORK. TAPPING SLEEVE AND TAPPING VALVE. THE TAPPING SLEEVE SHALL BE OF CAST ^: . L- - ,_
I IRON CONSTRUCTION, MECHANICAL JOINT AND CONFORMING TO AWWA _ Its -I _L I s' 6II.. 1
Rl 1 . 30" x 30" . O' / �` l - - - f Y' ■
30" B 30" I� I //� /
STANDARDS. . •'
�/ r� CONCRETE
�+ -�� CURB
S --- BASE COURSE
IL^c.DEMOLITION OF EXISTING IMPROVEMENTS J'd°`OM � , 6 n X 2 4" C O N C R E 1 E CURS 12 s.f. �//� -� I
w:�elA,Er..r � t�UMp5TEI2 .., - 4
'A9M'A/(X,l
.,, SIGNS
�� NT.S. 2
, A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISMANTLING TRAFFIC SIGNS PAC 7 �a-a,e l
I AND DEMOLISHING ALL EXISTING SITE IMPROVEMENTS v •
I INCLUDING, BUT NOT LIMITED TO, THE EXISTING ONE STORY tvi _
MASONRY BUILDING, ASPHALT PAVING, RAISED CONCRETE \ �+
ISLANDS, EXISTING SITE LIGHTING, NECESSARY TREES, ETC. THE - V VERTICAL ,CURB
( CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING 1 g N NO PLACEMENT OF NDDITION FILL
09 rE1,PLT - ���=�/ ��� CROSSWALK STRIPING DETAIL
SOIL DEPOSITS OR ADDITIONAL FILI. OR ASPHALT - ■•
THE SALVAGE OF ANY DEMOLISHED .ITEMS AND UNLESS ANY CL S FOR vEH TREELA-AR CIRCULATION SHALL BE PLACED
DIRECTED BY THE OWNER TO SALVAGE SOME MATERIALS, THE �' I1 ANY OR 9 TD ANY TREE THAN LESS.
HO OF THE DRIP SECTION "A n-"A n N.T.S.
V LINE OR FEET, VICNEVER 1S-LESS. NO A1TAC1f+fJ/T2
�` CONTRACTOR SHALL DISCARD THE DEMOLISHED MATERIALS OR ATTA E%CTO A14 PRE Ec7q C GUIDE F GRARES. sTw-L 1 S D P P S Sn `7 f1
f OR LESS TIE TO ANT TREE. T+Q KADC I GRADE IGiE V{�„��EJ +.��1 JE_D�..oJ t,� A.I "�1�
� � .OR LESS THAN 6 INCHES MAY BE HARE VITIGN iTE DRIP N^TE `���t�
• APPROPRIATELY. LINE OF A TREE L*&ESS'SHOVN' ON THE APPROVED SITE �,� C` w
APPRO j P j��'�
iy I CONCRETE FOR. VALLEY PREVIOUS O u a T- R' I y 9
. DEVCLOPNENT PLA+E
t4VJA A4•an I .I GUTTER SHALL BE THE SAME CONCRETE'CURB 6 GUTTER
• I I • '' DIRECTION OF FLOW
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ! AS THAT USED FOR cvftB I{
`� I - - ' ' 1 '[ SHALL BE WARPED AS REOUIR EO �G"(�� 7�'-CJ��J G-CIAfO ::iY O 11
PERMITS NECESSARY FOR THE DEMOLITION. - • 9 GUTTER 9 CONTRACTION : To DRAIN TO VALLEY GUTTER, • _-rT _I '1 •'
. - I L 'ELEVATION OF THIS POINT SHALL JOINTS SHALL BE PROVIDED - O... 4 • - A'
C. THE CONTRACTOR SHALL COMPLETELY REMOVE THE EXISTING ( I DRIP LINO BE COMPUTED FROM I. F1.�LEVATION ASPHALT SHALL eE WARPED SEE PLAN 6 PROFILE SHEETS. %� A Z- --d IAISFtt4FGYCLEVCirNOF
AT 10'• CTRS, SEE PLAN G I 4; LU,CLJ /.VFLUM� �t-1'D/C'VfZUME
vvi-lR A C.�D I '/ I. IB' LESS THE ROADWAY CROWN., AS. REQUIRED TO MATCH GRADES: . I .50rr6w ro
BUILDING WATER AND SEWER SERVICES AND ALL OTHER I SE PROFILE s EE FOR 1
a. 3' O' O !v G
i •' E SHEET 3-I H T .CURB 9 GUTTER, t! THE \ ' E ,. 1
1 EXISTING UNDERGROUND FACILITIES PRIOR TO THE I R
LOCATIONS TO n? 14 "'
CONSTRUCTION OF ANY NEW FACILITIES. SEE THE SITE GRADING coNc. VALLEY GUTTER. ADIAL CONSTAVCTION JOINT - -
�" .00vt-,s�fvr
VALLEY GUTTER :a: �:. °IE; Th'"-�~
Z % 1 FENCE .:.... ,:;: •.' .'...- _ • - ?. 1 L
AND UTILITY SHEET FOR THE LOCATION OF THE NEW FACILITIES. •. :;c .:o: o ,.;:� ;,,?:; a I A\ -TRANSITION AREA .:., ...- /d� ' !
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Conklin Porter and Eolrr�o DESIGNED BY: 3 92 Co'18'9Z REVS. PEfZ s.�.R.w.M.n. coMMEN �c
ENGINEERS, INC. I DRAwN BY: 3 92 0 �z7 PFe ciry e cPu ��.c.
GENERAL NOTES 8c
POST OFFICE Box � 976 � DATE: 4/92 I� t
1 CHECKED BY: 3 92 5'i5•a2 Anne G.o. �uMp r,�TAIL A.rz-c. 2 OF 5
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SANFORD, FLORIDA 32771 DATE TO FOR APPROVED BY: 3 92 � 5-I I-C12 i�v. SV-IMMElZ OFIFAI� - AlzZ. DETAIL . SHEET
j TEL 407 322-6841 'I EL 407 831-5717 j
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.
� I I - � � n A" SOLID ,rr -ZI
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I .. I ) � IQ 1'�, �,Q ,�� \ (j) N 6) D j '�� I STOP BAR (TYP.) co
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1, , ;J E -I_ : 1 �2 9.
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. SHOPPING ICENTER "� ; ! !70 4— (51 \ -5�r, A801" SOLID W91TE I 1�1 i � S ,<�
��-C(14 , i"I"'i T11I.- 1: a :
.: I 0,�
1191-1141. GC—' 2 1 li I '1L'j J k7 � �, - 0, 9TVp 5AP 11 �Y-,: � " i I Co i 6-1
I
I � � � �j I" ....... - --� I N I ; ,Q,- VACANT LAND
— - * I � : " . - %-. . ..... ), 1 1.5
f — A ') . W- -
T - �-Dv .1 > .- 11 I STATISTICAL DATA .
. ,e�' � - . t I . 0.2 , I z � %, . ' � i I \
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- -LA 11 11\�� - 'R. I I !i SR-1
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I Yr. 1. "I - 4 0 � JUD IV IFF A
. ly, ,�D -,'�- , I 1 77�1 r� --I— -�— ------ :�
I
- \ I ; I � 9.6
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1, . . . . .. i
I .;-- 1, -, 7 ... - 1 C3 ILLUMINATE:, (TYP. SEE DETAIL SHT.)
\ /-' ( - i / , I . � *,-" TOTAL SITE AREA = AC. .4029 - S.F. 17550
� ") , i I lij ". I .. , 11 11 I . � 5 : e
,00lwlif. �� 1, ,I 2 9 � 08 i " , W-IT" SIGN 1� i
\ �/ ; / 3 R. I
. - ... ), � f t I .Lj 0 1. ,� " �1. ,,5 1 : 7 i I ® ',-A 1'9 '29 8 --- SITE DEVELOPMENT LEGAL DESCRIPTION LOTS 1, 2 AND 3
11 , - '�, i . : ---WHITE PAVEMENT MARKINGS
. T,.n.j. Dw,m[V� ne Lr�R,--%111 k,". ,,,,, " � I , I � ;, Ir 4�2 � . I
I TIC .'.In Jainif S4-1-nf � 1 I . -, ....... — 30.1 T. C.
,t.v�e.uF1,#-n.*1-,d. � I I flrw- I I I �
, , , -01 ,� - � .......... I 11 �� , ';7 5 11 . r? -� -- ------ - - - ... - - v"
,,,,, -, -1� "'Iel., - I. ...... , - �, - , K, i -
, ( �, �j � ' -150P4091,a I :
1: A SMOOTH I ,,,�,� I o- , , � -�-L 28.9E I � . 1. .I.-
f � C4 , ��'
I . Lr- M 10.0 41, 24.0' 1 . '�?- I i 1% ; EXISTING SITE CONDITION = VACANT USED CAR SALES LOT
, I .
0) I 11 I ----- ......... 29.4E T.C.T. C. � , �, M U " A; 30 -0 . � -1�1'91 I I
, , I ., () ------- � - � ,
""""
, - i I 1" .. . z (3 C - � "'. SPEA S - 111v - ffL D liSIGN/j\
'rills rNOTO BE GREASED I 0 1, .., .. 1 -- ,� 0% I
�L-TS,�62 -.--,� �-; 77 � � �. ; ( 2t? /R9 i ... r - - r, -- . Iiv�F I /I , -- PHONE BOO 'H (TYPj
I ` . (TYPICAL :I
Tr,- a , i , -) Z ,.at *.,& , ), C( � 4` 11�/ (3) : PROPOSED BUILDING AREA = AC. 0.01 6 = S.F. 704 4% .
I I.. 0 � .... - . :
I N I , 111, ri '283 �2 .4, )I I
I I ,- - �ADICAF RAMP -\ � t\) . .
I O', L ,,XJ I/� ' \9� 3) -f r- \/ � ;:
71.dl.,,.>11-1�10�lilw,11�JOW%-/ '011111-," 275/ 1- I . .... q ; LE 1; I
T'j,nivii's. Cons t,,,.I- -"At� ! TR`R" "I'll .11 .;. ,\ A I-"- " HANDICAP`' ONE— I - , -IWAST 4 !; - PROPOSED IMPERVIOUS AREAS = AC. 0.2899 = S.F. 12,628 72%
I., J, if) '5. ' of I I- TILE - 19) !
I I , ') . 2.0' � INCLUDING SIDEWALKS AND BUILDINGS
IV - � 4 ---e, ,�, 0:1 1, 11 PATIO T, �\ SIGN � i 30 i
k 11. I "I 0 / " , 11 I ' I L 11 I , .
11
CONTRACTION) JOINTS REMOVE EXIST. CUROING & CONTRUCT 1...... . 1.�, I t 'I- \ ICAP,' , A,-, , , 30. �!
.--, i -LES (W SAU TILE \ ' " "' ' \ , ... � i 1 1�1 'b"t"' -�, -
- '-, -- ,I :� �b , - \,\- ('j HEEL I' ' (7, ON R i / .91,
-38 W CIAE � - �S)(;--; , ----4 t
rX"ANSfoH A"No C , 1I 4 .. � .... --ft-- "'"/ I I I - -� . tN : OPEN -SPACE INCLUDING LANDSCAPE = AC. 0. 1 131 = S.F. 4,927 28%
� ". - ONTFIACTIO" JOINTS SHALL COMPLY WITV 2- C10I1jC. CURB & C- T. 1. "", ",-'7 )p '� -1
T _ 11 I � D LRC I - , 3Rb , / - -�
1erV< I - - - - 1-1-11 I-- -- .... 1 , I— . .... ...... .I.- 11., : ..... -p ,��,,,,� ;,"-
SEC for, :�2 or 0.01r. STANDARD -,P(CItICATjOH5. 1�, '111111-1-1-111-1 11 � "" , - " �� � .... \\ ... 111;;;;�� ... ..... / 7 -/
.. ,
,
GU (MATCF9LftXIS I I � ,., - ,,,, ,-" j '2 N , ,, p.) I p I / I - -- �7- RET.-DET. AREAS
ROADWAYIPROF11 1712M ", , 0 P� 1-- C, i 1� I 1- 0 --/- I "CLEARANCE" SIGN
I -E G'ah-ING) Irl", 11 I (j k") \ � -- 3 . F , / - ---- ----O-- I
;F (n . i� 1 2��,-----
. . I I �11 11 X, . , SEALED -4
> 1, W z ,: ',�'. -, 11-� I: \ - . () I !i
1") � e I F" * . - = -- . .11 i 3ONCqETt ,q I ,_---I-
rl� 0 �'. 8 'D"' . . P, I --- ,t=lo - - 1 S77 I- � _j _ EXISTING ZONING = GC-2
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); 1 :I-- -.------ --- 1�- - -,"'I- 2' CONIC. CURB & GUTTER
k \�
- I ---"-- - - - : - -_
111 11
,�`'I�__-- \ A101111? !i
, I , ,I . -- ----- - - - /
.. ..... "A � C;d . X -: ------ . 11�'-D - 1---O 6" X 16" VERT. CURB EXISTING SOIL TYPE = 31
I " . - r- - - - "---------- T
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. . - � -_ -_ -_ -_ _- -, - -, V1011 30,15
I 4 I : 3/ _- - -, "A" SOILS
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- - -
ir", 26.93 1�, � re, A 29.2 29.61 - -- ------ I- - 11 , -- - - - - - - - - -_- - -,
. -., -) ") , AIT I / ; i� - EXIST. 1 1/2" W.M.
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ROTESMN I : \ r) 0 —7 Oj-- �� - � : POTABLE WATER SUPPLY = CITY OF SANFORD
�1111 ; 0 � - - - I ��� - - -- - - - 5'R. 1. 5'R. ........
. ' - p i - - , - - -
. - I - - - - - -q.
.110 I T'�6j / 4 29.4 - -, - . - . j 74T II
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. t .."111. � 5 ,c . M (S
�N6T12UGT I - - - - - - - In. ;,
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ir IN
1. HE L E 4 ; 29.1 M. E. S C UTI N PEDESTF IAN - - - - , P BAR I WASTEWATER DISPOSAL SYSTEM = CITY OF SANFORD (WWTP)
HAHOIGAr � 0FIXED OBJCCTS BG VED AREA. THESE � � ,-, -\ � ; \, INV. 28.0 ( ,1918�10F4 - - , I - - \ .. ... 11
. IN \ .,�l ..' . ... I - --- - I .;
Z� - .. .... ... .... ... - -�, . .... .... ... �,� N .
4 ... - - - -,. -.1 .... ... 1- ... 1-....
DEPTH OF THL PAVING SLABS.-\, I -,.. , I ., - --- 1: 100 YEAR FLOOD PLAN - FEMA ZONE "C"
t FOR V-AMr P"C-1;2 r19.0-T. � .. .... ... I ... - - - '-' � .1 .. .... ....- ------ ..
wpey wo. ?,04 \ -")--,-, - - -- -- I .
�
. -
, L - ---.L " I I-- 1p ji
2. THE CONTRACTOR L A ol) . - 0 car- I - ---, ---- I �
CONCRETETHE LND OF E \ ; "-< � / I - e \'�o -,� --�- !I " RECLAIMED WATER SYSTEM STATEMENT:
� � ��, ,-1,.." I I I " C U I&B Ir-l"r-, -.1 ; --_ I -- ? -- --- .. . WE ARE AGREEABLE TO THE USE OF CITY OF SANFORD RECLAIMED WATER AND
I i 14 -1�1 �1 (�. I -- HIGH PIPE BOLLARD
I OPERATIONS ARE STOPPED FOP, A PERIOD MS E 111 , \ . �111 0 - 7 Fj 4 - 1 � �11
EXCEPTWR SUCHM INS r", ":� I.tI 2 C.M.0 ) ROOF DRAIN -
ILLUMINATED --) , : j :, ��' I� T I t I . . ------ �11 I \11 l ESTIMATE THE AMOUNT TO BE 376 G.P.D. TO BE UTILIZED FOR SITE AND
A SUFF ERMI - � — -- --- ----4 '
. - - �., , ��,, - W. X. 7 --:-- .-- ---!��O-LLUMINATED LANDSCAPING IRRIGATION AND WILL HAVE AN EXPANDED ONSITE IRRIGATION
BEFORESANINC NI?NOU7 EXCESSIVE RAVELING AND -- 7- THERMOPLASTIC- -- ALV., &. 40 - , : I
I 0 L .
- -
I- SIGN 27.53 � , , � � '.., 1,'u. 30.6 - D IA. X 4' H. 2) - ---- I - Cd( - 'I, - U - : ,My-,N SYSTEM AVAILABLE FOR USE (0.08 GAL/PER S.F. OPEN AREA PER DAY)
-
- XIT" "THANK YOU"—---., (-) �--'-' D 9 "TRAFFIC YELLOW' IN -CURB 4 " ryp .
/�,.
CRACKING OCCURS, THE CONTRACTOR SHALL CONSTRUCT fXPAP-JSIO?4 - k \JOINTS (TO A DEPTH OF I/1 Of THE SLAB TNICT.NESS) AT /S , - lu N. STRIPED WALKWAY 30.5 ,-� - - _- -: --- -- ii
-- I 1 30.6 0 - --- \11.
0 b - .;:Z1 ,-INV ' I .
.) "I., - . I 4'' , - ---d- WAS
INTERVALSAND AT CRITICAL R I RA Lj -- " 0 BOLLARD I , 1 32. 32*01
_ I , w -,------
1,< I M F- -T- . - #
I I 20'R. -
. INTERI S T N OBJECTS � / GAS METER 'I � p!` j
, �
NITH7N THE CONCRETE PAVING, EN " - J)"': - � '7 -- J -�--------- HANDICAP RAMP SOLID WASTE REMOVAL STATEMENT 'THE "I E , " F7 �
0 STOP SIGN R1-1 -,-- .. - . . - I N V. zp, ___
. •Q I , .. - :
.
RETURN AND PLACE INTERVENING CONTROL JOINTS AT SPACING NOT T-----T----t- - - _) I . 3,,1 T. C. . E If " I -- i : (1 IN 12 SLOPE MAX) SOLID WASTE DISPOSAL TO BE PROVIDED BY CITY OF SANFORD
EXCEEDING 15 FEET. JOINT CONSTRUCTION SHALL BE COHPLETED , DO NOT ENTER . -I-I +...- ! 11 9 I 1. okmlo
-- 11-.1.1, - I., -4 1
4 F NG - , . , ,2 �0' ' , - )TI - � -... il —
L''t" -Q- I � L.1 � .--- - . -
Lj i .1 ( -- � "
.- .1 11 -��) . ' - I ,
,
SHALL CLEAN ALL CONSTRUCTION JOINTS ,�, 4-N �, . '� -MP Y-�C � : I ly-cr- 7 - 1, ----4 G EAS BLDG. PLANS)
. . ', ON, ,,,- . . HARDR�0, RA , �, . : IT - ; - 2,15 ,---,.-- --A . - -I---.--- ! ---- EMPLOYFE SEATING
I - 1,�,,, - =- . j ;
, ,
�� . , � : ::: -� H I: , - 1: - . --�"-=:7-==:!:4 : =-
: I �� I 13 v C. , ,
, .,�, ' 4 .... � - TC- C 6'- .. I � I . - :-- WATER SERVICE
SHALL/. JOINTS CONTINUOUS ACROSS THE SLAB."' I � ---�,- � � 1 0 ATT METAL HALIDE p " - ------,----,,-, _:�=.11 :" . �
..
. � , ,�Z, - . 'T. 14 -� -----: - 74 --- I I . � 18.44 , 37' --- ---
. 12" ARMCO ---------T"---��.----,"---�-- I I . n rU E ON ROOF 14'.;� �. � 11') : ,:, I I ,T- , - --- -1- - --- --..---- -- CONNECTION
�'."' ` - ` , " IF - 3: (FOR CONNECTION DETAIL
5. JOINT ALIGITHENT M R FROM NORMALR -1-1-11.1 .." , � � - I I I" - ` INV. 76 fl�.✓
2
(�l 11 - - . 86 I R N\ ,
PATTERN WHERE NECESSARY N I L-SLOTTED DRAIN - I ------- -- �-- - , . � � j', TO 11. -UMINATE FLAG \ I I ------L,j
\ i . I I b� � I I 05 , , f " R t0 G. SERVICE
CONCENTRATION NOT ON NORMAL -�, I �g -�-- - -4 - � , ; 1, I 11 f, SEE DETAIL SHEET)
PATTERN.1,jj (---, I '. 5' FLAG N , .. - , 3 : - � . (. 4" CO JC. FI CHECKERS -W, i " 1. T. C. 30.3 -1-1-1- . C11-----------.1 - WHITE PAVEMENT MARKINGS -
� " . - : - -
'TURED 1 ff 1 I
4� ) 4 4 30,2 . . � � I (� ;X PRE --'MANUFACTURED 1 "'' 0 4- . � , a• ,---- "'reA 5"WI-sw 4WM1,VUM -
6, TORN F 1-1-11�(j , t � ,14JWt:keA1t. PF.e 007 1AIDEY0520
L� �G P � A �3 - -/= . .5 'i ►DJD (F I .
7931-1-1- .--W I 6 30 7 T. GREEN :' " 1' - E Ot-LARDS PAINTED MODULAR BUII-DI14G . , , (TYP, SEE DETAIL SHT)
I 1K �j lhw , ------ INV 27 P -/� ,
. " --tqPIP I 'I 10
N ,�, i QHROME RAI LS -- , --- --,. . 1. � I I ,�,' 1, %", - � 11'� �1 , PR -1.1 .... .. --yr
I'll". I � .011- I . --- ------4�---
11 , 1. 2.-3' ,,-'
. .
- I --, : I.", , I 0 11 3 -75..
- - 7. PROVIDE WOVEN WIRE FABRIC SLAB - I
'�,, � -, % D�I� ., - i ) � ....... � , , -i!
, SPACE Him ryP, OF 4) AT EACH (.15. WWL R/k/ /6". .
AV E C M F 14ANEifCAP RAMP------,--,..-. r"' 4
1
(�Yo��)] -, � (Typ.) - . "', -� TU . I F. F. 3 1. CI- ANCE M. ' I - 3
- i r-.-- . " \ � , � ""NON -SLIP / I - 11T i REINFORCING AT DRIVEWAY SLAB IN FRONT - 0 1. NO JOINT ANGLE LESS THAN 45 DEGR ii - ,3' I " j � . - —3 I'L,
, , - 0. "`� , ,� � I I... - -17' SIG N - I t rop ICLEV. 27.3 MCI? 6RA06
, I
BETWEEN N FE ,. I � � . 11 1---l- 1 �2.07' - -- .1 11 - �, - APROX. 18'-O" X 18'-O"
RADIUSA , "/111111 - I- 1 ,,7 1111-- �r - OF DUMPSTER WE-C-P MOLE-5 r-mmc,0 I R. 2700
LONG, , -- — - ,�:�� . -
� � . . I '" 4 (VF) — I 1,- , • .- � - M114. 1`0
"
01 I " � , " i 1,��, . � 15Y EMI5E0CIIW6 4 .- ...
d. AT TNfi LND OF EACH DAY'S POUF., THC CONTRACTOR SHALL INSTALL I I .", 3o,OT.c 29.6 7". x- li- ,- r7lA. PrE IN WALL. 5HV-E T ::� pk".)- 5106 WA 1,1�
I a 28. P9.5 7c-t p '- ,.// 5 -.------- I I
., :) F �1, f � I - , 130r,rTom .
014 CENTER ACROSS THE SLAB. i ,�,,�1-1, zu I SCAI 30.7 180, lu O.C., b. A &WE, VFT.
! r� I , 1) , R. � EALED 1 31,2. T, C, 1- .-.---,-- ---- - -""- - ir ....,
K I WIDE i .
� . � - CONCRETE � -1 � 1-i 8' HIGH 6" DIA. CONC, FILLED STEEL . rLALlE I W-Ff MWEV STOW �
ION IS COMPLETE, THE CONTRACTOR SHALL � 1-1---- ; � r. I - , TILE/----' , I I--------..- - i DOTTOM ReT. rit za 5 . b M 69AVC-L AT U - VIEW kOtl I WTAVr=
-11111-1-J- I �0. 6 ,?= \ 30,6_ � 11 PIP[ ROLLARD 4 DUMPSTER ENTRANCE .0 -IN I/.
, ,
I\1 I - - . . - - .1 .* ! 'I CAREFULLY BACKFILL A N SA - T 1, MATCH--------- r'1111 I I P ��, , / 0 imir, .. .. , I I �- -, . t 4- -
E y CURB 1% 1� . '\ C TYP OF 7),��, 'I,- . . -0 4 NIPS & 187 cc. (T-(r)
'1�1
T7 I
10, THE CONTRACTOR SHALL SHAPE AND COMPACT E N " I I , I - / F11 E ' ESSED / / 1 � - . � 1, . --�
, G 1 29. 4 0-3 1 . I I 8 YARD .1 ---] 12','V,Y
�1, 1517 8), / - DUMPSTER . ! . -,
1--,1J - - 30.1 �, 1. .. ��, 14. - 35'�. It --------.- - I I -
11 ,�,, �-, -0 1, . . / .�-, ! ---- \ --- ,-
EFI !>� - - I . 8' HIGH CONCRETE BLOCK AND STUCCO , ,6,q,rS Lo /8' 0 -,.
I �// -----I -"- f - D. : 8' I.. I - -
F L AN 1-11 -- NATED - � 0 'O 0 : � I . ..,
AXLBD TUCK IN 7NE PRESENCE OF THE OWNER'S REPRESENTATIVII! # ,?�, 11 29 outo - C. - I I - - i DUMPSTER AND GREASE --- . ". . .... `--0 -V '"'es arp)
,)
ACCORDING TO THL ROADWAY
/ I �`-'------- 29.1 IIP4� - --- - 6\ i - I---,---$- � 1- -
TYPICALI I .,-' - . CURB -------
'I "THAN S�19d ---A - . � � � � -
I
L I R1-1 . . \ � 11 030.8 / -----tw- \ . , -(� ,,,� i ENCLOSURE WITH CONCRETE WAND ! z ,- 6" -I TO
MM ------- 110 STOP SIGN —3_Q ... � .. ... ... - aL-6--- -A I -= �- - ,; �, !, HOT WATER HOSE BIB 1',-5EE APUITT?7VRAL PU/V-I�i
.
� j - --...,.-, 1 --- ____ ... ... .. Z;�;;::;;��- - .. ... ........-.,-.-----,,.,kl.......-,,,--ILLUI�I 4ATE,DMENU A.. -1 I—— 31 .
'k ""'
CONTRACTOR SHALL THEN RESHAPE AND RECOMPACT A . � 1\ r, 'r
HE SAWCLT & MATCH - I --- /� --- -- - —
I . I - ----- ---,,----. 11,
;� \ 1.7��� 1 4 I 1- I \ XS — 'A' : � i I 0 I
CONlACTIbIt TESTS Y Of REOUrSTED DiRrCTED BY TNN OimtR. -7 I I -M /I ) /k I
P-VIqTII4r qlr)P AI V CDNE)-n2L)CT vAtw4r)ICA: I 1, Ppr)p()qp,[) Pipp .e--�, 1 1.7 2. 34.0 : 7 i F,9)2 DE - WALL SECTION -
11 <---- <-- � t 1�1 -
I Z -- I . I
1
13 --
1 /5 r-.V.M, INJE- - � -'�iYDRANT (SEE GENERAL -
�,&Mp pe12 SrEA�ER BOX !
. No. 3W4 1 1 \� ROOF DRAIN (SEE I . . PIPE . ; IV75.
:
N'OTES & DETAIL - 2'; C
I . I A" \ IL SHEET) ARCH. DWGS.) 36 E BOLLARD . ------ C
.
-0-*----- "I-11---,--,---,,-----,--.-",--i-', -,. . \ 10" MP OR ,�Q - 22 . � 6�- R 'W*GU\'TTER
I � 14 1 . . A-� \ Addillonal Roll When Pions It
IAt . Ind;0ole HondroilAdjoCenf �l I- - --
: --14\X 6" TAPPING SLEEVE T �-? �,,� D I � AK . r-o, .
I 1*1 4' HIGH \4- IA. CONC. -0 ,, r' 6- To alcycle rocifify I I . f% 8' Galvanized Steel Anchor Boll
- \ 10 � : 1p I Colvoh;zed U -Boll Permilleds Exponsion Boll Not Permitted,
T : .......... -"--- -- -- C) " ,� & VA�VE MONO- FILLED STEE�-7PIPE 11 . �_---
-L I "- GolvanIzed Cluster Plate Al Top Of WollPermitted )
., 11 Jf$i )$ \BOLLARD (TY "-F 2) ,--11 � -CI Alumlwmi Polls And Posts I 1-1�:
MA- F-l"I" 1111".. r ----
; � , - 7" OAK I \ � I I Arumf-^ f 8' 1 6' I I' Ahoy 6M - TS - 11 2' 0 Schedule 40 Pipe Or. � Galvanized Hex Hill & j'&ofvovii.rd Wosher
- ----�-- --��-L�----�21*0 1, Wo ITube-
�� , "> .. TO REMAIN i -a - , --�-�-- I ..- Base PAote
IJ 1 71 ,� � �- 1-1� Afum;r� Sle"elAlloy&%/-T6 I I 5TME,/J//A,j .1I,., I jV C 0VCRE-TiE- L- 4� TF ';< .� ---XIST14 - r --JI - 'I ') . �--- \�� J' Thick Res;flenf Pods In Accordance With
CI (.N �, /100(`-1 , -- EXISTFW, L�X. HISEED X 50'± Lj- : -
I E ------ x � I . I -, -w� 1', J* Alum,num Set Screw � ...
I , I _ I - I? I 1. -"\ MATCH E I Section 932 Of The Slonddrd Specifloof;ons
_ , ".. )
, I I/ r , 11
I
, " I / BANK CU ford, o; EXPANSION JOIN r I ;, . Concrete
,
I I NO DEVELOPMENT PROPO'SE�� C"N 1// RBING� (), ". - j-& .j to .(I* .
LOT 4 AT THIS TIME I I'- : * 1�11. {,'Holt � A + , Handrail And Gravity Wall Required :il - I I I '- f ,�-SIdeivolk Of Blieway
I I - - I I When Dropoff Bact Or Sidewalk Is
NOTES More Thon 10' I' ExpoAslon Joint
I 1 6- BASE PLATE I Seat With Poured Rubber �3 vER S r- D Es
- I 1 L------ ---- - - --- -- -- -- ------- ----- L------� ' -� - 1. All flo-ed joinfs to be either welded of/ around J'x 6' Anchor Bolls
-1 -- ---- --- ------- --- -------- -- --- - --.--.--- --- -- ----- -- T`- 6 ',I I' - rqviPariels 6'-6' lf!!L r,,,,,,,,,,, ,,,,,,,. - _� and ground smooth of sforio,3rd pipe roil f1flin,rs
f4 I- I of the REV I S F-ID, "�u �, F F-, � mT
, For 13kKIe f-oclilties 7 - - Posts Shoff be connected
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I I I I 10 base by weld only. Weld filler to be alloy tn5356. pp
I , ,�N 0 � "I I - Top Of RefolnIN Waif EP5556 or EP5183.
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I li. DRIVE THRU BANK I I I I 1 2. Nuts, wosher, and bolts to be hot dip polvotirred it; ,( A C31
I conformance with ASrA1 A -153 After the nuts have I , , 0 1�)
1GC- 2 I -----� - I been
r"I"'ened. 'he onchor boll' threodj shcfl k TYPICAL SECTION AT POST "!kIN, 3j.) , �
- distorted or the nuts and tolls spot welded and
I I . A m0on fortift- coated with zinc Compound, .
. Shall Be Located In Panel I
G-18-`)Z PER 5--5I?-W,M-0. COMMENTS 0 C. Above Wall Joint ELEVATION ALUMINUM HANDRAIL ON GRAVITY WALL & I I
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1: Conklin Porter and Holmes
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I I ENGINEERS, INC.
POST OFFICE BOX 1976
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-1 500 W. FULTON STREET
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1 SANFORD, FLORIDA 32771
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TEL 407 322-6841 TEL 407 831-5717
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REGISTRATION NO.
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