HomeMy WebLinkAbout05-12-2025 City Council Work Session Agenda Packet
CITY OF FAIRHOPE
CITY COUNCIL WORK SESSION AGENDA
Monday, May 12, 2025 - 4:30 PM
City Council Chamber
Council Members
Kevin G. Boone
Jack Burrell
Jimmy Conyers
Corey Martin
Jay Robinson
1. Presentation: Fairhope East Elementary School 3 Mil - Principal, Christina Stacey
2. Presentation: Mid-Year Financial Review - City Treasurer, Kim Creech
3. Discussion: Grand & Bon Secour Drainage Project
Public Works Director, George Ladd
4. Committee Updates
5. Department Head Updates
Next City Council Work Session, Tuesday, May 27, 2025, 4:30 p.m.
Fairhope Municipal Complex
City Council Chamber
161 North Section Street
Fairhope, AL 36532
Page 1 of 15
CITY OF FAIRHOPE
AGENDA MEMORANDUM Item ID: 2025-1299
FROM: Principal, Christina Stacey – FAIRHOPE EAST ELEMENTARY SCHOOL
SUBJECT: 3 Mil
AGENDA
DATE:
May 12, 2025
RECOMMENDED ACTION:
Presentation
BACKGROUND INFORMATION:
BUDGET IMPACT/FUNDING SOURCE:
GRANT:
LEGAL IMPACT:
FOLLOW UP IMPLEMENTATION:
Page 2 of 15
CITY OF FAIRHOPE
AGENDA MEMORANDUM Item ID: 2025-1465
FROM: Kim Creech – CITY TREASURER
SUBJECT: Mid-Year Financial Review
AGENDA
DATE:
May 12, 2025
RECOMMENDED ACTION:
Presentation
BACKGROUND INFORMATION:
BUDGET IMPACT/FUNDING SOURCE:
GRANT:
LEGAL IMPACT:
FOLLOW UP IMPLEMENTATION:
Page 3 of 15
CITY OF FAIRHOPE
AGENDA MEMORANDUM Item ID: 2025-1480
FROM: George Ladd – PUBLIC WORKS DIRECTOR
SUBJECT: Grand & Bon Secour Drainage Project
AGENDA
DATE:
May 12, 2025
RECOMMENDED ACTION:
Discussion
BACKGROUND INFORMATION:
BUDGET IMPACT/FUNDING SOURCE:
GRANT:
LEGAL IMPACT:
FOLLOW UP IMPLEMENTATION:
Page 4 of 15
SHEET NO.
01
02
03
04
05
06
07
OB
09
10
11
BON SECOUR AVE WASHOUT
DRAINAGE REPAIRS & IMPROVEMENTS
CIVIL CONSTRUCTION DRAWINGS
APRIL , 2025
SHEET INDEX
SHEET TITLE r,.....,...,.
COVER
PROJECT NOTES
TYPICAL SECTION JP UTILITY PROV ID ERS
EX COND & DEMO PLAN
SITE PLAN
DRAINAGE PLAN & PROFILE
CML CONSTRUCTION DETAI LS 1
CIVILCONSTRU CTION DETAILS 2
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
TRAFFIC CONTROL DETAILS
...
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HJ~h Sc hoc.f
VI CINI TY MAP
N.T .S.
PREPARED BY :
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~EERING . SUR'IEH<IG. CONSTRUCTION MANAGEMENT
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SITE
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SAN ITARY SEWER
WATER
POWER
GAS
ENGINEER OF RECORD
CITY OF FAIRH OPE
CITY OF FAIRHOPE
CITY OF FAIRHOPE
CITY OF FAIRH OPE
4-0 1-25
DATE
Page 5 of 15
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UT ILITY PL AN NOTES
1. M CONTRACTOR SHALL liOTf'r' COHSTRIJCTION liWW'.,CR'S CONSTRUCTlOH Sl.llMJUNtCE
REPR£SEN'TATM: NI) LOCl,i. JURISOICOOtW. INSPCCTOR 48 HOURS BETORC n£ BEGINN NG Of EACH
PHASE Of COHSlRUCTKlN.
~Ec~tt:5:is~DPl.~~~~~=OR~ISAN~
u~ PRE\10USlY 06TAIU av THE OWNERfDE\{LOPER.
l . lHE CONTRICTOR SKW. IMMEW.tnY IIFORM THE ENGINEER OF AH'f DISCREPmctES OR ERRORS
HECISro/£RSINTlfEPI.AN.
4. OCW.TION f'ROM TH[S[ PU.NS AND MOTES WIDiOUT THE PRIOR CONS£NT Of TliE OWNER OR
HIS R£PRESENTATM: OR THE OONEER MAY BE t.AUSE fOR TI£ WORK TO BE U~A!lL
5. TME COKTRACTOR IS REG\IRED TO USE THE ONE-OU C£NTER TO.£PHONE lf.JMBER FOR n£
PURPOSE Of CO()R{)NTJNG THE MARl<ING Of UNDERCROUNO UTlUT£S.
6. IT IS TI£ RCSFONS1£1UIY Of lHE CONTRACTOR TO DETERWiNE THE LDCA'OON or AU. EXJSTNG
UNDERGR'OUII> l/TIUT'CS AND TO TAKE WI-IAID{R ST£PS AA£ NECCSSAR'r' TO PROI/IDE FOR THEIR
PROTECTION. THE ENGINECR HAS DIUGOffi.Y AntMPTID TO l.OCATC ANO INOICAT[ ALL EXlSllNC:
rAOUT£S ON rnESC Pl...4NS, HOWrvER, THIS INfORW.TKlN IS SHOWN FOR THE CONTRACTOR'S
cotMHD«:::E:MY. TI£ [N(;N[[RASSUWES NO R£5POHSUJTYFOR n£ LOCATIONS Of UTUTIES
SHOWN OR NOT 9«JWN. COHTRACTOR TO CONTACT THC tJTlJTY COIM'ANIES FOR EXACT LOCATION Of
THCll lfTIUT£S PRIOR TO STARTWC CONSTRUC11Clt >Hf AND All cw.tAGC WrOE TO tmUJ1ES B'f lHE
CONTRACTOR SHAU.11:THE SOC£ RESPONSIIIUTYOf THE CONTRACTOR TO REPAIRNIJ REPLACE.
7. TH[ COh'TRICTOR SHAl.1. COOROINATC LOCATION AND INSTH..LAOON Of AU. UNDERGR<XlfO UTl.ffCS
Nll Af'PURTDWICCS TO MINIMIZE DISTUR81NG CURBJNC, PA'l,NG 00 COMPACTED SIJ8--GIW)[.
8. UTUTYCOOOOINATKlNSHM.1_11:NO..LJOED IN THE PROJECT SCHEDlU AND RISMEXPI..Kll
RCSPONSlllUlY Of THE CONTRACTOR TO ASSURE ~T lHE PROJECT SOlCDUL[ INCl.lJ()[S Tl£
NEC:l:SSNff REI..OCATKlN . n£ COh'TRICTOR SHOULD SE[)( ASSISTANCE FROM All UTl.llY CO!,FANES
TO LOCATr ANO PROT£CT OOR fACUTIES.
9. THE CONTRACTORS SHAl.1. II: RESPONSIBt.E FOR Nff CWUiGE DONE BY HIS EOUiPl,tENT TO
EXISTING LITIUTlES, CROSS-DRAIN PIP£S AN D HEADWAL.L.S.
10. n£CONTRACTORStW.lEXPI..ORCNi£A0200FEETSOADJUSTMOOSCANBEWDCINn£
AUGNMCNTor THE Pl'[ INCAS[ or COHFUCTSWITH EXISTING STRIJCTURES, UTllTIESAND PIPING.
11. All.EXCESSMAJ!RW..FROMEXCA\IATIONSIW.18£1XSPOSEDOFB'l'THECOHTRICTORCOST
FOR THIS WORK SHAU. BE IHCLUDEO IN On£R IT[MS or WORK.
12. 11-£ CCltfmACTOR SIW.1 BE RESPONS181.I FOR PREIDITING PIPE fROM n . .a.u~. IF PIP[
FLO,t.TS DURING CONSTRUCTION, THE COHTRACTOR SHAl.l RELAY PIPE TO GRADE AT HIS EXPENSE.
1J. AL1 PROPERlY LINE t.lARl<ERS (IRON PINS, CONCRrn t.lONi.11005, ETC.)
OCSTRO'l'ED DURING CONSTROC'T10N SHAU. BE REPL.ACro IN KIND B't' THE COHTRACTOR. THE
CONTRACTOR SIW..LEMPlOYALN4D SURVEYOR R[GIST[l!(l) INTH[ STATE or M.JBAW..TO RESET
PROPERTY lilARl<ERS. 11-£ COST f'OR THtsWORK SHAil BE INCLUOED IN OTHER rmtS or WORK.
14. THE: COHTJOCTOR SHAU. MEET OR 0:C[ED AL1 REQUIREMENTS Of' EACH UTllTIES' CONSTRUCTION
SPEOOCA'OONS .
15. trMTERW.S AND INSTAlLAT10N Of' WATER w.lN & SOMCES S1W..L BE PER TI-£ REOUIREMENTS
PERl/TllTYPROWl<R.
16. trMTERW..S ANO INSTAUAT10N Of SEWER stW.1 BE PER THE REOOMMOOS PER lJTUTY
PROVIDER, I.JILESS OTIO'll'IS[ NOTED.
17. NlER THE PROf'OS[l) GRAVITY SEWER SYSTEM ts COMPt..ETED THE CONTRACTOR StW.l \10£.0
THE 5YSIDI & SU8IMT TO THE OWNER, N«:H!TECT, & ENGINEER FOf! RE',1EW. THE COKTRACTOR
SIW.1 AL.SO PULl MANORa ON All GRAVITY SEWER MAINS, IN AOOITlON TO A1.1 OTHER TESTING
REQUIREMENTS Of TI-£ LOCAL llTlLITY AUTHORITY.
18. THE COHTAACTOR stW.1 PRCMOE AS-BUILT Sl«JTS or All lJTIUTl[5 INSTAllID TO Tl£ OWNER
UPON COMP1£TION.
GRAD ING AND DRAINAGE NOTES
1. THE CONTR.ICTOR SIW.1 FlJRNSH AlfJ l.tAINTAIN All t£CESSI.RY IW!RIODES ~O WORK
AND StW.l PR0VfOE PROTECTION AGAINST WATER cwua: ANO SOI. EROSION.
2. All Sl.T BAARIERS MUST BE PLACm AS ACCESS IS OBTAINED OURING Cl.£>.RtlG. NO C'NDING
stW.l Bf OONE l.lNT1L SU..T BA,RRl[R AND OEIDiOON FnrrES AR[ CONSTRUCTED.
J. AU.SEDIMENTCOHTROlOEVIC(SAR£TOBE:CONSTRUCTEDAtllf\JllYOPER.4.TIOtW.PRK>ftTO
Alff OTHER CONSTRUCTION OR GRADMG.
4. All 5W'ES stW.L BE STABflJZED AS SOON AS POSSIBlI.
5. COMPACTION or n£ BACKflU. or All TRODtES SrWl IE COMP,t,CTED TO TH£ OCHSfJY Of
95% OF THEORETICAL WAXIMI.II ORY OENSITY (AlM 0698). IIACKflll MATERW. stW.l BE FREE
fROM ROOTS, SllJMPS Of! OTHER FORO:.N OEBRIS AND SHAU. BE PLACm Al OR Nf.AR OPTIMUM
MOISTVRE. CORRECTION OF Alff TRENCH SETltEM[NJ WITHIN A 'l'£AR FROM THE MTE OF
>PPRCNAl.. 'Mll BE TliE RESPONSlBUJY Of n£ COKTRACTOR .
6. All fll 1,1.AJERW. AHO COMPN:TlON REQUIREMENTS SHAU. MEET Tl£ G£0IT~ICAL RfPORT
PREPARED B't' SOOTl£RN EARTH SCENCCS, tlC.
7. MAXIMUM SLOPE Of 018ANKMENT SHAU BE J.O FEET HORIZONTAL TO 1.0 FOOT 'i{RTJCAL, OR
MATCH EXISTING.
8. PROPOSCOCONTOURIHTERVALSAREASLA80.ID.Al.lPRCllOSEDCOflTOURSAREflNISHED """"'
9. THE COHTIW:TOR WU IMSURE TW.T POSITM: AlfJ MJEOUATE OIWtW:E IS l.tAINTAINID Al All
TIMES WITHIN THE PROJCCT UMrTS. THIS trMY K.tUOE. BUT NOT LIMITED TO, REPIJCEMENT OR
RECONSTRUCTION OF EXISTING DIWN.AGE STRtJCTI.ll[S TH.\T KA.I,'[ BEEN WAGED OR REMCMD OR
RC-GRADING AS R£0UIRED B't' THC CHGll£ER. EXCEPT f'OR THOSC O!Wr,w;[ rT0,15 SHQ\11~ AT
SPEClflC LOCATIONS IN AHO KA.\'iNG SPEcn:: PAY ITOtS IN THE OETA.lill ESTIMATE. MO SEP.W..TE
PAYMENT WILL BE MADE f'OR Alff COSTS INCURRED TO COMPLY WITH THIS RE0UIR£MENT.
10. EXCESS ENmi CVJ MATE™L. Ir ,Ht, stWl 11:Cl >ME lHE RESf'OMSIBlllY Of THE
COHTRACTOR ANO SHAU. BC ROl<MD FROM THC SIT[ UtUSS OTH£RWISC APPR<MD TO BC
PlAC£D ON SITE 8Y THE a.tlhE.R.
11 . All STORM DRAltW:E P1P£ SHAU. IE ~O ON SMOOTI-l CONTINUOUS GAADES Willi NO
VISISU:BENDSATJOINTS.
12. Al.lSTORMORAlt4-IGCtNL£TSTR\JCTlHSSHAl..LHAVEMETAl..F'RAM[ANOCOYERFOR
l<CESS.
lJ. lHE COKTRACTOR SHAl..L PROVIDE Alff D'.CAVAT10N AlfJ MATERIAi.. s-MPl.!S NECESSARY TO
CONDUCT REOI.HD SOIL ITSTS. All ~ AHO sctmJUI«. FOR TH[ TESTIIC SHAU
8ETl-£CON'TRACTOR'SRESPOHSl3UTY.
14. SOilS T£STII«. AND ON-SITE INSPECTION StW.l 13[ PERF'ORMED 8Y AN IMllEfEtlD:Oil
GfOIIQjijlCAJ fNC'JNfFR Tl-£ SOl5 ENGINEER stW.1 PROVIOE COPES Of ITST REPORTS TO THE
COOTRACTOR. THE CMt£R ANO THE OWNER'S REPRESCHTATM At() SHAL1 PRCU'TLY NOTIFY THE
0Wl£R, HIS REPRESENTATM: ANO THE CONTRACTOR S>()tJl.l) WORt< PERF'ORMED BY THE
CONTRACTOR FAil TO MEET TH[S( SPCCflCAOONS.
15. CONTRACTOR SrWl RDKM: All UNSOOAIU I.IATERW.. Fl!OM LIMITS or ROlllWAY
C(),ISJRU(;Tl()N AS OIR£CJCD BY AH lt«PCNDCNl GEOITCHNICAl..-ITOINICl,L OGNEER . UHSUITABlE
141\TERW. stWl BE ROKMD fROM M SITE LJILESS 0Tl-£RW1SE OIRECITD.
16. CONTRACTOR TO W:>EO All EXlS™G SEWER & ORNN LINES TO ENSURE Tt£Y ARC Cl.£AR &
ti PROPER WORKtlG ORDER. \10£.0 TO BE Pft<MOCO TO THE OWNER.
17. AFTER THE PROf'OSEO STORM ORNN SYSTEM IS COMPLETED THE CONTRACTOR 5HAU. \10£.0
THE SYSTEM & SU3LIT TO THE OWNCR, ARCHITECT, & OONEER FOR RE',1EW.
18. CONTRACTOR SrWl PROVIDE AS-BUILT S)()TS or THE STORM DRAIN SYSTEM TO Tl-£ OWNER
UPON COMPtDJON.
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ENGINEERING-SURVEYING-CONSTRUCTION MANAGEMENT
SO IL EROS ION AND SED IMENT CONTROL NOTES
1. All l)RA[tW;[ SWAl..ES MUST BE GRA.SSro AHO RIP-IW' MUST BE PV££D AS SHOWN TO
COH1ROl EROSION.
2. Sill FENCE MUST MEET THE REOtllREWENTS Of l.OCAl JURISOICOON,l,L JaJ¥:r, SAID
REOUiREMOOS AS SHOWN 8Y TH& PI.NlS.
3. OISTlRBEDN!EASStw.1.BEVEGETATEDN'lERCOHSTRUCTION.USETEll'OIWrfSCA.SOtW.
S£EOI~ AND MULCHING ON GOINC "5 PER ALOOT STAN~ SPEC. SECTK>NS 652 ANO M6
RESP£CTM1Y AND USE COOlPEDE SOD FOR PERMANENT GRASSING "5 PER ALOOT STANWID SPEC.
SECTION~.
4. AOOiT10N,!J. EROSION CONTROL MEASURES OR Sl.T BAARIERS TO BE Pl.ACED AS SHOWN AND/OR
DIRECTED B't' THE PROJECT Et+Glt£ER AND/OR LOCAL JJRISDICIDNAI.. INSPECTOR.
5. wt£N Nff COHSTRUCrotl BOROERS A OIWNAGE cou:&:
A. THECONTRACTOR IS RESPOHSISI...EFORREMOVINC,HtBUILDINGOR
OlHER EXCAVATION SPOIL DIRT. COHSTRUCTION TRASH OR DEBRIS, ETC.,
rROM TlfE DRAINAGE MfA SHOWN HEREON IN AH EXf>EDITJOUS w.NNER
J,S COtlSTRIJCTION PROGRESSES.
B. THECOHTRA,CTORttEREBYAGREESTOSTOPAU.WORKANO
RESTORE TH£S£ ARf.AS 1M_t,1[DtAID.Y UPON NOTiflCATION B'l' n£ l.OCAl.
JJRISOICTX)NAllHSPCCTOR/i,MJ/ORPROFESSIONAI...D«H:ER.
6. f'OR ALL CONSTRUCTION AU)NG NID/OR ACROSS WAIIRWA'rS, BAI« PROT[CTION »10
ST>SUZATION stw.L BE REOUllEO AS PER LOCAi.. JURISDICTIONAL EROSION lAWS.
7. All EROSION COHTRCl. MEASURCS SHAU. BE IN Pt.J.cc PRIOR TO COMWOONG CONSTROCOON
ANO stW..L BE MAINTAINED tN PROPER WORKII«. OROER UNTI.. All DISTURBED AREAS AR£
STAOO.IZCO. CONSTRUCllON OlT1W«:E PADS stWl BE INSTALLED B't' Tl-£ CONTRACTOR AT
CONSTRUCTlON ACCESS POINTSPRKlRTOLN40DISTURBANCE.
8. A COPY or 11-£ N'F'fi(MI) LAI() ~ Pt.AN stWl BE PRESENT ON TI£ Sil[
WHENMR I.Alt) OIS1\IR8INC ACTMJY IS ti PROGRESS.
9. CONSTRUCT SU FENC[ Al.CJ,(; ffiE OOWNS1RfAM SID[ Of All PROPOSED fU COffSTROCOON.
10. EROSION CONJRa. DE.VICCS SWil BC NSTM..LED IMME™TELY NlER GROI.MO DIST1..fflWa
OCCURS. THE LOCATION Of SOME OF THE EROSION COHTROl OE\1CES MAY HAVC TO BE ALTERED
FROM THAT SHCJ#NON THEAPF'RO',t.D PlN6 lfORAlN.lGE PATITRNS Ol.lIDIG COHSTRUCTlON ARC
OIITTRENT FROM THE flWJ. PROPOSED ORAINAGE PATTERHS. IT ts 'THE COITRACTOR'S
RESPONSIBILITY TO ACCOMPLISH £ROSKlN CONTROl FOR All ORAINAGC PATTERNS CRfATED Al
VAAKXJS STAGES DURING COHSTRUC'OON. Alff Olmcu.TY ti COKTROI..UfG EROSION DURING Alff
PH,\S[Of CONSTRUCTION Stw.1.BE REPORTED ro TH[ ENGINEER IMMEDIATELY.
11 . CONTRACTOR SrWl MAINTAIN All £ROSK)N COHTROL MEASURES UNTIL PERMANENT IJ[G£TATION
HAS BEEN ESTABUSl-£D. CONTRACTOR SrWl a..EAN OUT All SEDIMENT PONDS wt£N REOtllRED B't'
lHE ENGl'ffEER OR l.OCAl.. JJRISOK:OONAI.. f.lSP£CTOR. CONTRACTOR SHAU. INSP£CT EROSION COHTROL
MEASURES AT 'THE END OF u.cH WORK.NG DAY TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.
12. THE CONTR,l,ClOR SHAl..l RO.KM: ACCUMIJI.ATED 51.T WHEN 'THE Sill IS 1/J or THE HEX:HT Of
THE Sill fENCf IJTl.JZ[tl FOR EROSION COHTROL IN TI£ D£TENTlON PONO, SllT SHAl..L BE RDKMO
WHEN A DEPTH OF 18" HAS ACCUMllATIO AT THE WUR.
1J. All EASEMENTS DIS1URBED lolJST BE DRESSED ANO GAASSED TO COHTROL EROSION !N
ACCCIRONfCEWITHfASEMENTPlATSPRIORACCEPTANCE.
14. SU BARRIERS TO B[ PIXED AT OOWMSTREAM TOE or All CUT ~o FU SUlPCS.
15. THE CONTRACTOR SHAl..L f\JRNISH AND MAINTAIN All NCCE:S:.9Rl' ~ AAOIJt() TI£
WORK AND SHALl PRCMOC PROTECTION AGi\lHST WATER CWtlAGC AlfJ SC11.. EROSION .
16. TRE£ PROITCOON 00 CROSIOH CCWTRCl. MOOJRES >RE TO BE ACC()lr,f>IJSHED PRIOR TO
Alff OTHER CONSTRUCOON ON THE stTE 00 MAINTAINED Utm. PERMNIENT GROONO C<MR IS
ESTAa..lStiED.
17. All SI...T BARRIERS MUST BE Pl.ACED "5 ACC[5S IS OBTAINED DlJRjNG Ct..£AANG. NO GRADII«.
stWl 8E DONE IJNTlL sn..T IWffllER AHO OETUffiON FACIJTIES ARf CONSTRUCTED.
18. AL1 SEDIMENT CONTROL OE.'VIC[S ARE 10 B[ CONSTRUCTED AlfJ FUU.Y OPEAATIOtW. PRIOR
TO Nff OTHER CONSTRUCTION OR GRADING.
19. AU..DtSTt.RBEDN!EASTOBEGRASSEDASSOONASPOSSIEI...EWIDiSfASOt.W.TEMPORAlfl'
SEEOl"'1 N-1D MUI.CHING AS POI Al..OOT STANIW!D SPEC. SECTIONS 652 ANO 656.
20. ALl St.OPES SHAl..L BE STNll.JZED AS SOON AS POSSIBL£.
21 . GRASS AAfAS DISTURSED Dlf!ING COHSTRUCTlON SfWJ.. BE R£PI.JCED wmt GRASS IN KND.
1t1AREASorN>EaPHERABLEGRASSESUSECOOlf>EOCSCX>FORP£RMANENTGRASSINGASPER
ALOOTSTN«JAADSPEC.SC:CT10N6S4.
22. IT IS n£ CONTRACTOR'S R£SPONSIBIUTY TO PERf'ORM REQUIRED lrU.INITMANCE or All
EROSION AlfJ SEDIMENT CONTROl DEVIC[S TO ENSURE THOR F\JNCTK>N AT ALL TIMES.
2J. F HEAVY RAJ~All ts PREOCTED, CONTRACTOR SHALL INSPECT EROSION CONTROL ITEMS wmt
ENGtlEER PfflOR TO EVENT, If' AT All POSSIEIIL Alff O.IPRCMl!OOS, Q..ENHIG, OR AIWSTMENTS
™T ARE REOURED PRK>R TO [IJ[NT SrWl BE CMN fUlL URGENCY AS MUCH IS POSSlllL
SITE NOTE S
1. AL.LCONCRITE:SHAU.8EClASSA.J,OOOPSIAT 28M'rS COMPRESSIVESTRCNCTllWITHA
trMXIM\JM SUJWP Of 4" UNLESS NOTED On+EF!WlSE. A1.1 EXPOSID C0NCR£TE TO HAVC A RN(
EmOM RNJSH.
2. AllW.TERIAI..SSHAU.BENEWUNLESSUSEDORSAl..VAGEDW.TERIAl..SAR£AIJTHORLZED8Y
TI£ OWNER OR TENANT.
J. All llMEMSlOHS AR£. FACE or CURB OR AS NOTED.
4. NECESSARY BARRICADES, SlJITICENT LIGHTS, SIGNS AlfJ OlHER 1'WTIC CONTROL METHODS "5
~y BE NECESSARY PER ~l.W. ON UN!FORM TRAFAC CONTROL DEVIC[S, PART \1, SHALL BE
PRCMOCD AHO 1.WNlAINED TliROUGHOUT CONSTRlJCl)QN. THE PROJECT WU REOUIRE RCWl
a.DSURE/ TlWTIC CONTROL SCHDE:.
5. SPEcw. CAR£ stW.1 BE cr.,[N WHILE WORKINC NCAR PRNATC RESl)[NCB, Alff 0,1,MAG[S TO
OR .ADJ.f.CENT TO PIWATE PROPERTY SlW.l BE REPAIRED AT 'THE EXPO& Of THE CONTRACTOR.
6. IF ,m CONfUCTS EXIST BETWEEN APPI..ICA8L[ ACCESSlBIUTY COOES, STANOAADS 00
GUIDELINES THC COOES, STNICW!OS, AND GUIDELINES PRCM:>ING THE GREATrR DEGREE Of
N:C£SSltlUTY TAKE PRECEDENCE AS PER HUD IAJJ> CWoPTER 5 GIJl()(]JffCS.
7. All ACC(SSIBUIY COD£S. STAHIJAADS AND GUIDELINES US[() FOR THE PROJECT OESIGN MUST
BEINCllllCDWITlitlTHECCD:SUMMARY.
ON -SITE COOTM:T:
ENGINE[R: SAWCRA.SS CONSULTNG, LlC.
(25 1) 5«-7900 (Cf'FU)
(25 1) 5«-7918 (FAX)
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CITY OF FA IRHOPE SHEET "OF"
Page 6 of 15
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DETAIL A A-RIP RAP CHANNEL SECTION
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ENGWEERING -SURVEYING -COf<'STRUCTION MANAGEMENT
N.T.S.
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ITEM LEGEND
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@ 90RROWCXCAVATION(ASll({OO)}
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CITY OF FAIRHOPE SHEET 03 CF"
Page 7 of 15
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Page 8 of 15
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LEGEND
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111-EX'MIDIM£TCR
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EX O,N:.<•
EXGRA',{l.lr/0
JUNCTION BOX SCI-EOU.E
JB-1 76.lJ 70.00(P-l) ~.2l(P-4)
HEAO..VA.LL STRUCTI..RE SCHEOUl.£
lfllH 58.16{P-4)
WEIR SCHEDULE
'111 -1 12.91 71.91 43•'8n::h~SINCI""'
~t-LET SCH::DULE
65.00(P-1)
h.21 (P-0-2) 14.71 (P-2)
60,60inch~~Slnlcw,e79.81 78.81
PIPE SCHEDULE
Pf'E NM/[ St.OPE W.GTH IW. IN ll'<V. OUT
\8r,c1,Conuetof'111 Ulll; 21Lf 6.5.00
P-l 4&0ftCIIConcrete~ 6.15% 201..f 71.~ 70.00
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GRA PHI C SCALE -• """ DRAINGE REPAIRS & IMPR OV EMENT S ~/!IJ;/ ~ '"°""""G-SURVEYlNG-CONSTIIUCTIONMANAGEMm CITY OF FAIRH OPE •-,,~ff!J!f.•' ::;eo: ;: l -••i •IM4 XIITlS,,.~l._.,..,_0•°"'4.-....... ~La21 -\l!!ilJS,,.1'Dl
Page 9 of 15
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Sil[ SLCPE LEHGIH tN N !NV. OU!
19 r,ct, ~ Pipe U lt ~ 65.00 64.00
JO,ncl,C-cntrol•I';,. J.42:l lfl.J" 74 11
43 incllC-rettP;,. 6.19
HEADWALL STRUCTURE SCHEDULE
.Jt..NCTION BOX SCt-EOULE
NAME RIM El INV IN
!ill.lf(P-4)
JIil 75.JJ 70.00(P-3) !>9.23{P-4)
1" = 10'
Rml>. {P-0:-1)
tN: 711.28'
GRAPHI C SCALE
~ awgrass
ENGINEER ING-SURVEYING-CONSTRUCTION MANAGEMENT
-..,:15,1 ..,._
Rm"O:(Sl-2)
Dll."'S"N.LT
S-1Nt£T SCHEDUL£
Sl-1 90.04 7t.04 49 , 43 n;~ ~ Strucl1n r.i.2 1 (P-0:-7) 74 71 (P-7)
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(l6" THO(. WITH fl.TD! aJHOC1') (2.50 SY)
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MAIN DITCH-LINE PROFILE VIEW
PROFILE V IEW 1" = 2'H 1" = 20'V
1"=2'H 1"=20'V = , .. ,.
1 -----D-RA--IN_A_G_E_P_L_A_N_&_P_R_O_F_I_L_E _I /j .. ~ ...... ;.~. ·,. •.•.• .. ~.ft.. ...::_,_:.._::_•_~=_, ____ , I-DRAINGE REPAIRS & IMPR OVEMENTS ~'IN! <>ECKED8' /HR
CITY OF FAIRHOPE SHEET 06"'"
Page 10 of 15
"'"' 80111'.lt,1
SINGl.£ PIPE
~
CONCRETE SLOPED HEADWALL DETAIL
N.T.S.
~BfTIJMINOUS ASPl'W.l WEAR'NG lAYER (424-A), J/♦" MAX. AGCRCG,1,Tr,
--am,-.-,,o-u,-.,,,-""--, -.,,.-,-,..,-'-'-,,-, -:,(2""20-,""'1,""',,...,(-.,-._-,,--, ___/' APPROX. no lb/sy.
ASPtjA\TREfAA!SR:JION OfRf9\JIREPI
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---~ _, ____ =--11 IT ·r -----------7 ------
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~
l 'IE'IOJ.!Dma:,r,p r,"6:lllC,IJUl~ffl'
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1 '-6~ OVERLAP
llifil;
JOINTS ON All STORM DRAIN PIPES SHALL
BE PIPE WRAPPED WITH A NO~-WOVEN
FILTER fABRI C PS SHOWN JN THIS DETAIL
PIPE JOINT WRAP
N.T.S.
1"1£1i!11'111,Di;l,ffl'
t ___ _ 3000 PSI
COl'IICRETE
2·-0· ,.
•30· CURB & GUTTER PEIAlL
(JYFE •c• MODIFIED}
N.T.S.
TYPICAL SECTION
f------30" -----
1 1t.1. l'."'8Elt COWl'CN)(f'S Sttol.l 11£ f l QIWIC 50U'lc<IH ...r_ S4S. ti JriCXXRWIC£ oq11 S0UIH[RH PH: tNSf'(C'PlO!< e,,a:,,u (SPll)
M,(I CC.. P11:CS5U111: TiltCAIIJ;I IN ..a:0llllHCE .-TH-...,. M100 -~-SJMICNm(:14 Ill~-.., NO ll[llNSl()H CF
D.eo;a,.n.
2.lt.lSTCfl.~M,(1$11'UCC~T(SSHMJ,.BCt.STll,..,0,,WO,THDIN)Sl'm,.
3....._r-$1<11U.CONl'Ol!lll10T>t(l'OU.Or."6A$TWSl'((lnCA.llON$,~90lTS,AJQO(.i.l•1-C,,THIJll,oc;~
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TYP[ 'M-12' MODlflED
CONCRET£ YAL1£Y GlITTER
N.T.S.
JUNCTION BOX DETAIL
SIEPS M[OUIR.ED ~OR BOX H£!G'TS •·-o·
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PIPE TRENCH BACKFILL DETAIL
N.T.S.
N.T.S.
Page 11 of 15
C
~::::::::J~~~~™,!,M,!,Ms!,M~~=-_J
00:NI Of SINf.J f WJNG -DP£ ·s· IHI n =
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CUAB.WOQJTTOITOf'r'Jll'S"ND
TYPE -s• INLET
TH£3'TMH$1T10NG1'08CCONS11'JCTUlOI'
C0NC:tlCl'C.WOJOBC,ol,IIICOATTl.:S.WCtM:
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WEIR IN LET DETAIL
N.T.S.
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DRAINGE REPAIRS & IMPROVEMENTS
A
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CITY OF FAIRHOPE SHEET "'a' "
Page 12 of 15
LEGEND
0 PII NfJ/WITM.l. WAJTlI
V PII OOOl 0£0( 'llmlE
II PII CONC ~
-• -• -• -PR SUT f'OCE
fu9P4F§\J04jfl PII CONSlfl.ffllH [N11W«::(
1//////) PII SCU)SaJll/fJ,
~ I --✓
G RAPH IC SCA LI!
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ENGINEERING. SURVEYING • CONSTRUCTION MANAGEMENT
,.
"
SO IL ERO SION & SEDIMENT CO NTR OL NOTES :
AU.E~A.NDSEDIMENTCX>NTROI.PRAC'IICESMUSTIIEINACCORO,t.NCEWITHTHEIU,8'\~i.w-lOBOOKFOREROSIONCONTROL.8EOIMENTCX>NTROl,.1"'0STOflM -TERIAANAGEMENTFOR
OOMSTRl,JCTIOf<ISITESANDURMNAAEAS VOi.VUE 1'-"«)l.1.ATESTEDITIOIN.
ltf:MEASU'IES SETFCRTHINTtf:EIIOS!Ot,ICONTAOl.1'1.ANAIIEINlE!O!:OASTHE MM MUM STANllilRDS Nf'rERC80NOOfHIIOI.MEMl.lREBEYONDTHATSPECIAEDINTtEl'I.AN Tli"'TIS
JIEOIAREO TOCOUPl.1' ""'™ l.OCAl. STU£ iliNDFEOUIAl LA,W, lil'Uill SE IMPI.EMENTEO.
INTHE£VENTTli"'TEROSIONl'REVENTIONAND00HTIKI.DE\IICEISHOW-IINTt£E~aJNTROll'I.ANPIICM:NOTTOIIEEFFECTM A1.TEIINATEMETl100$FORMAIN1"'1NINGIT,.TEWATER
QUO.UN STANOAAOS FOR OISCWIAGE FROlil lHIE CONSTRUCTION SfTE 'MU BE REQUIRED.AU. Al TERNA TE ER06l0H PRE'IIENTIONANDCONTl'!Ol DEVICES WUST 8E REVIEWEDANO...WRCM::OIIY
THE OOHTAACTOR SHALL INSPECT INSTAU.EO I MPS AT I.EAST ONCE EVUIY IEVEN(T)D,,1,YS "ND REPNROR REPLACE MY DJ.M,t,GEOOR INEFFECTIVEDEVICEII.
THE CONTRACTOR SHAU. INSPECT INSTAU.EO IMPS .... T_ ~ MOURS-'l'TER PM:CFIT"TION EVENTS Of'0.50 INCHES OROREATER A.NO R£PAll'I OR REPI.ACENl'I 0,0,.111.-\0EOOR INEFFECTNE
""""'-
OISTURIIEDAREAS Sli,O,I.L&fORADfO.SOOOEO ORY[GETATEO(SEEOEO"NOl1UJLOIEO,....THIN 1Jo,t,YSOf '-Pit CONSTR\.ClJONACTMTY FOR#,JjffFECTMIIW'.
All AAEAS tOENTIFIEO TO!iAVI: 90U0500aNG, SH,,t,ll BE VEG£l#oTEO W TH l'Eflfrtu'IN OIT SEEOING(SU,SONOJ,. Mlll )IN .r,ca:)ROANCE .... TH SECTION MJ. 1"81.E FOfl ZONE l IN THE /1,l.A.IIAAI/I,
OEPNIIMENTOfTRAHSPORT//,TIONSINroNIDSPECIFICAIIONS-TO:W.SIII\ICTIONCCUf!RENTECMTION~
51.T FENCE MUST MEET THE REOUIREMEN'IS Of L.CX:/1,L"-"ISDICTIQNl.l. ...aENCY, 5"'10 REOUIREMEN'IS "5 SHOWN BY THESE f'l.,t,HS,
THECONTRACTOfl lS RESP<JN.SIBU FOIi REMCMNGNff lllLDIHGOfl OTHER f.¢.,\Va.TIONsP<lll. DIRT CONSTRUCllON TRASH OROEBRIS, ETC., FROM IHEORAINO,GE NI.EA SHOWN HEREON IN~
EXPECMTICI09 -HER "'5 COKSTRUCTION P1'10GftESS£S.
THECONTRACTORHEAEBYIIIOR!ES TOSTOP1'U.\'.ol!K//,M'.l RESTORE THESEAAEASIMMEDIATELY UPCINNOIIFICATIONIY lHEL.CX:/1,L JURISOICTIDNA.l.lNSPECTOfla..NOOR PftDf'£5610tW..
//,CCf'YDf'THEAPPROYEDLN<lOISTIJRINCIEP\ANSIW.L.IEPRESEHTONTHE ■TE'NiENEVERLN<lDISTU'IIIINOIICTMTYISIN~ESS.
CONTRACTOfl lltW.l.MilJHTNN/J,I.LEJIIJaDNCONTl'IOI..MEUURESUNn..PERMN-IENTVEOIET//,llQNHA$1 EENEIIT"8U$H£0.CONIR/l,C'IOfllltW.l.ClEAHOUT//,I.LSECMMENTPOND5v.HENRECMRED
BY THE ENGINEER Ofl LOCAL. .IURISCCTIDN,O,l INSPE.CTOR.CONT!tACTOfl stw.L INSPECT ERD8110NCONTIIOL Mf.\SURES //,I TtE ENOOf EACtl 'NJl'IONGDlY TO ENSUIE MEASURES ARE
EROS ION CONTROL PLAN '")fit-"""-' , •• ,.
1--D_RA_IN_G_E_:-,~-P_A_~-:-sF-:-,-~M-:-O-RP_:_v_E_M_E_N_T_s_ ~ 1-=-'-=-,-:-:-,,-·-:--:-----i
SHEET og ~ 11
Page 13 of 15
OE T~I L (QJ TCH CHECICI
ELE VAT I ON DE TAIL
-0"' t1• .. IIITl ~I • -1-•
l -•Ui,1.J M.,01111@
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,r ~-"'=.
l ~(¥UH)II DJ U 1l
><111o 1or ,n n ,r,_
-··
..... l(IUQ (la,.) -
SECTI ON ~A-A~
CONCRETE WASHOUT AREA DETAILS
SECTION A·A
HtGl.l~RIUIIII
.. ,ti.r,._.., .. " _, -·~
lo =~~;=i:·.:"::: ..!"!!!.:c:r~:c~~»~~~:!~C>IK!"':_,:!ci':1 ~ ~m
1. IIIC-IWi ll¥C1. Sil .... l -\UU. 11',t,CUI ... IW: ... ~ • .-t W.TIJIIIIW,. ,-,.H
trl t eluh• MQl!ll fMl C)oo(Q;, 1h &[ ..-.c;1111, -l • t -.1 .... r,, 1IO ,ut.
J. ••tf~U Md ,(11 Ill 180 u, •--iCllliM (11....tl\.
◄• SU l'\U~~ le,_, .... ,. 6'.0IGnll (M-~fl(i(l --1""(tlt1tltQr hoC
Dl_,,,lft.n w,a:o 10 IJIIC!llll N"illlT. ~• t>tr. ---DOIJftll'I,_., l.0Cil1",
WATTLE DIT CH CHE CK SELEC TION GU IDELI NES
.. uu on~ t!CCH .--)Al( flJI w:u111:1·1• ~H IJII -~ ti VI IC •f
liUf01'11'1 IIJCill ~-11 1110 1111 f t • -ITIIR5 !IOI l~Glllf •,t '11 •11K;,
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ENGINEERING-SURVEVINO-CONSTRUCTION MANAGEMENT
2-SBA w /FS
DOUBLE SILT FENCE DETAIL
::...i •-...:::-·--·· (,, ... ~-, ----_ __.,..,_
r]
TY PI CAL S ILT FENCE INSTALLAT ION
S U RFACE ROUGHENI N G ST ONE PAO CONST RUCTION EXIT
N.T.S .
PLAN VIEW
,·o·"'jj= -
.. = ~ .. ~ ~ ~-
-
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COS'la"WOODSTN<DDR!ll'J,11._-.,._
• INCl.al[D .. COS'! ot ... rn.tS
DROP INLET PROT ECTION
ERO SION CO NTR OL DETAILS
□RA I NGE RE PA IRS & IMPROVEMENTS
CITY OF FAIRH OPE
STAKE DETAILS
N.T.$.
..,,,,..
Page 14 of 15
W21-5
Si-i0Ut.D£R
WOSK
GRANO AVE
aw!M[UZIMG IAll:RCU SPACCD
25 rt£JAPA!ff
~PEED UW IT, 25 WPH G 2 o-2
AOVANCCO SPACI NG ON WARNIN G
-SIGHS -500' SPACING
W20-lc W20-7a -TAP(R LE NGTH:
-M(RGIN G TAPER :: O.SL
150'
-DOWNSTREAM TAPER :: 100'
-SIGHT DISTANCE ->500'
ONE LANE CLOSUR E
rRA FFI C COl ~TROL P LAN
N.T.S.
G RAND AVE (WEST BOUND)
W21-52
RIGHT
SHOULOCR
CLOS<D
100· \\ORK AREA
TRAFFIC CONTROL PLAN -SHOULDER CLOSURE
N.T.S.
,;w
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EMGINEERING ·SURVEYING· COHSTRUCTION WJWlEMENT
TRAFFIC CONTROL DEVICES,
1. l!WT1C COHTROl DEVICES SHOWN AR[ CONSl)(R[[) TO BC Tl£ MIHltMol R(OUIREO IT 5H,I.U. II( Tl£ CO,..'TRN'::TORS RESPOHSlltITY TO Pf«MOE
AOOITK>Ml. ,mn: CCWTRa.. ocvcr:s OTlCR "~ fK)S( SH)WN Wlt(N RCWY#AY &. IRNTI'.: CONXOONS WARRA/~T
2 All lRNTX: CONTROL ocva:s SHAU. OC R(MOY[I) Al I HC cc»M'l[TO. Of M WORK YffCH nc WOffl< NO IS OP[N 10 IRNn:.
J. All IRAftlC CONTROL OE.VICES THAI Ntt: NOi APPI..08Lf Al Mt Sf'ECflC TIM[ StW1 BE COVlRCD OR ROtCMD
4 All -.UICLES. cou:PMEHJ & W()Rl((RS (CXcu.ot«; rL.AGG[RS) A/~O n£R AClMll(S SHOOU) 13( RESIRK:T[O JO ONE SI)[ Of Tl£ RCWJWAY
5. PAAKEO -.utCl.£S StW1 NOi BLOCK THE 1.H Of SIGHI 10 NORWil. 506 LOCAl<lHS.
6. TttE SPACNG !£TWEEN cw.NNEUZtlG DEVICES W A WORK /,Rf). StW..I.. f£ 40· lt/AXIMUM
7 CtWl,'£1.JLNG ot.W::ES ARE 10 !:IE EXlt.NOEO 10 A PO NT WHERE 11-+EY Al![ 'o1Slll.E 10 N"PRQolrOING IRAfflC.
8. ORU'-'S lh\Y f£ SU6SW\ll[O fOR CO\ES
9. TRAr""TlC CONTffl.. OE\1C[S 51-WJ. f£ AOJJSLO AS ll+E WORK AAfA CHA.'(;[S.
10. ~SKIHS St«)lr;N HER(OO W.Y f£ AOJUST[O 10 m rnD c:x:N}'Jl(WS wmt rtt: N>l"RO-AL ot TH~ ENGtll[R.
11. All CCftSIR\JCIJON SIGHS SHALL t.lITT AU&.MA DEPARTMENT or IRANSPOlmllOtl STANDAAO Sf'ECllCATIOHS, LATEST EOl 'IO~
12. TRAFTIC CONll!OI. DEVICES SHAU. MEEf All ~ES Of lH[ M.U.I.C.D ., LAIEST EOl:IOH.
0 I w
a_~'T012'
lYPICAL SIGN INSTALLATION
REQ'D:
3 lb./ft. U-CHANNEL POSTS OR
APPR OVED BREAKAWAY SUPPORTS.
(ALL TEMPORAR Y TRAFFIC CONTROL
CO NSTRUCTION SIGNS)
N.T.S.
Page 15 of 15