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Home My WebLink AboutSeaspray Bldg. A 42024ST. LUCIE COUNTY PERMIT APPLICAT N 0 PERMIT NO. 4 �y��' (CODE #-) SEWAGE PERMIT NO. APPLIC&TI.ON FOR PERMIT TO CONSTRUCT THE EMPRESS, A Condominutn, -:11-7 units, 14 stories Bldg. A (78 2-2 & 34 3-2) JOB LOCATION/ADDRESS:345-7 LEGAL DESCRIPTIONSee Attached DRIVEWAY PERMIT I REQUIRED Yes No ROAD IMPACT: DISTRICT ZONE Qea %IRIt. S/D MAP # FLOOD ZONE ELEV LOT r-,-+fir BLOCK UN T EC 2 & 3 TWP - 37 S RGE 41 E PROPERTY TAX ID # - - d - - - - - - - 1 - ZONE GMPP • LOT SIZE/DIMENSIONS '' EST COST $7,436,000.00 SET BACKS: FRONT 269' 1OEAR CCCL SIDE N -' 103.44' SIDE S - 102.5' SQ FT BUILDING: LIVING AREA 209,1006 ACCESSORY 98,011 ARCHITECT: NAME' Ca Inte lational Inc. PHONE (309) 588-788R ADDRESS 2137 10th Aven= North CITY Lake Worth, ST Fl. Zip 33461 CONTRACTOR: STATE REG./CERT # G012527 COUNTY CERT # 9976 NAME Se Pala & o ConstructionrCo. ,InADDRESS 115 East Coast Avenue CITY Hvipoluko, I STATE Fl. ZIP '13469, PHONE (30�`--5843 Empress Associates, Limited Partnership OWNER OF NAME 'Managing Partner: Majestic Realty Consultants, Inc. PROPERTY: ADDRESS 1551 Forum Place', Suite 400 E PHONE(305) 478-2000 CITY West Palm Beach, STATE Fl. ZIP 33401 STATE OF FLORIDA, COUNTY OF ST. LUCIE s Before me, the undersigned authority, personally appeared Samuel R. Seppala who upon being duly sworn, deposes and says that the information containe the fing Mplicatti 0 is true d correct. Applicant s Sworn to and subscribed before me this ,0f —day of �� a SCHOOL IMPACT FEES .Nota Public, "Stan 4 My Commission expi, My i i I•s Required ❑ Yes ❑ No ,r 0 AI Amt. Pd Tohry.Publlc Date Pd ires May 17, 19M Posted - /oo, ST. LU'CIE C01'JIVTY FLOOD HAZAI CON[M-.-,TITY DEVELOPMENT D7i2ECTCR ST. ,jCIE COUNTY BUYL;ar, & ZONING DIVISION 2300 nRGINIA AVENUE FORT pIERCE, FLORIDA 33482-5652 PHONL•;c 466-1100 ext.344 BUILI)_ING PERMIT NUMBER BP44825 GbNTRACICR Seppala & Aho Construction Co. Inca UoIIdFtt Empress Associates, Limited Partnership N O T I C E THIS NOTICE IS TJ INFC.h1 YOU THAT YOUR PROPERTY IS IN A FLOOD HAZARD ZONE. THIS MEANS THAT THE ELEVATION OF qjM FLOOR MUST BE SET AT 7�__ __�__ FEET, I\GVD (MEAN SEA LEVEL) , OR 18" ABOVE THE CRO�i1N OF Tim ROAD, WHIC EV R . IS GREATER. YOU MUST SUBMIT OUR AFFIDAVIT C�*'II?LE'TID BY A REGISTERED SURVEYOR' CE(2TIFYZ.^IG THE ABOVE FifJOFt ELEVATION, WITHIN nNTNTy-ONE (21) CALENDAR DAYS FROM THE TIME THE SLAB IS INSPECTED. ANY IQRK DONE WITHIN A IC PERMIT (21) DAYS PRIO R TO SUBM ?SSION OF THE C RTIF:CCATiON SiiATT BE AT THE PERMIT HOLDER'S RISK. THE DEVELOPMENT DIRECTOR SHALL REVIEW THE FLOOD ELEVATION SURVEY DATA SUBMITTED. DEFICIENCIES DETECTED BY THE REVIEW SHALL BE CORRECTED BY THE PERMIT HOLDER PRIOR TO FURTHER PROGRESSIVE WORK BEING PERMITTED TO PROCEED - FAILURE TO SUBMIT THE CERTIFICATION OR FAILURE TO MAKE REQUIRED CORRECTIONS SHALL BE CAUSE TO ISSUE A STOP -WORK ORDER FOR THE PRWBCT. SIGNATURE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM POST CONSTRUCTION ELEVATION CERTIFICATEJFLOODPROOFING CERTIFICATE St. Lucie Co., F1. (UNINCORPORATED AREAS) 120285 INSTRUCTIONS 'he registered professional engineer, architect, surveyor or community permit official completes Section I below. ,ection II may be completed by any of the professionals listed at the beginning of Section II, or by a similarly qualified >cal permit official. Print or type the information on this form. This form is to be used for new (POST -FIRM) construction Ind for substantial improvements to existing structures in Zones Al-A30, AH and V1-V30 and existing (PRE -FIRM) wildings to be rated under POST -FIRM rules and rates. SECTION I (TO BE COMPLETED BY COMMUNITY PERMIT OFFICIAL) PERTY ADDRESS (or lot and block numbers A address is unavailable) Empress Associates, Limited Partnership 1 9600 A1A (NAME- Seppala & Aho Const. Co.Inc:044825 ) > LOCATED 0311-C January 5, 1984 A-10 7' 11/87 IGary Ament, Community Development Director (30�) 466-;1TOQ RESS 2300 Virginia Ave., Ft. Pierce, F1.33450 11/6/8 SECTION II INSTRUCTIONS :omplete only the Elevation Certification unless the building has been floodproofnd at least to the base flood levation. If floodproofing is used, complete only the Floodproofing Certification. The Elevation Certification may be ompleted by a registered professional engineer, architect, or surveyor. The Floodproofing Certification may only be ompleted by a registered professional engineer or architect k" ELEVATION CERTIFICATION certify that the build' at th� property location described above has the lowest floor at an elevation of 10.48* 'l1 (� I feet, NGVD (mean sea level). *Lowest residential floor. (Transforrner vault elev, F8, ".< FLOODPIROOFING CERTIFICATION I certify to the best of my knowledge, information, and belief,' that the structure is designed so that the structure +atertight to an elevation of _feet NGVD (mean sea level), with walls substantial npermeable to the passage of water and structural components having the capability of resisting hydrostatic ar :ydrodynamic loads and effects of buoyancy that would be caused by the flood depths, pressures, velocities, impa :nd uplift forces associated with the base flood. n the event of flooding, will this degree of floodproofing be achieved with human intervention?•_ YII the structure be occupied as a residence?_ the answer to both questions is Yes, the floodproofing cannot be credited for rating purposes and the elevation ertification must be completed instead. Floodproofed with human intevention means that water will enter the structure when floods up to the base flood wel occur, unless measures are taken prior to the flood to prevent entry of water (e.g. bolting metal shields over oors and windows). er, P.E., P.L.S. x;449 Fort Pier( ce, FL 34954-1449 SEAL OR WRITE PROFESSIONAL LICENSE NO. BELOW, &I ,. WA. The insurance 1119ant attaches the second copy of the completed form to the flood insurance policy application for new (POST -FIRM) construction or substantial improvements Be surn Ihnl u....,..... ___.. OM3-9&R-00026 - FEDERAL EMERGENC', ..iGEMENT AGENCY NATIONAL FLOOD Ik�JRANCE PROGRAM POST CONSTRUCTION ELEVATION CERTIFICATE/FLOODPROOFING CERTIFICATE COMMUNITY NUMBER INSTRUCTIONS The registered professional engineer, architect, surveyor or community permit official completes Section I below. Section 11.may be completed by any of the professionals listed at the beginning of Section II, or by a similarly qualified local permit official. Print or type the information on this form. This form is to be used for new (POST -FIRM) construction and for substantial improvements to existing structures in Zones Al-A30, AH and V1-V30 and existing (PRE -FIRM) buildings to be rated under POST -FIRM rules and rates. SECTION I (TO BE COMPLETED BY COMMUNITY PERMIT OFFICIAL) PROPERTY ADDRESS (or lot and block numbers if address is unavailable)..- 9600 South A-1—A St. Lucie Count / —AV,,, i6a� FIA MAP PANEL ON WHICH PROPERTY IS LOCATED IA MAP ZONE IN WHICH PROPERTY IS LOCATED 0311-C FIA MAP EFFECTIVE DATE BASE FLOOD ELEVATION AT THE PROPOSED SITE January 5, 1984 7 START OF CONSTRUCTION DATE Name and Title PHONE (with Area Code) Joe Klostermann (407)466-1100 ADDRESS 2300 Virginia Avenue, Ft. Pierce, FL (Signature) Date SECTION II INSTRUCTIONS Complete only the Elevation Certification unless the building has been floodproofed at least to the base flood elevation. If floodproofing is used, complete only the Floodproofing Certification. The Elevation Certification may be completed by a registered professional engineer, architect, or surveyor. The Floodproofing Certification may only be completed by a registered professional engineer or architect. ELEVATION CERTIFICATION I certify that the building at the property location described above has the lowest floor at an elevation of 10.48* feet, NGVD (mean sea level). *Lowest Residential Floor Transformer Vault Elevation 8.4' FLOODPROOFING CERTIFICATION I certify to the best of my knowledge, information, and belief, that the structure is designed so that the structure is watertight to an elevation of feet NGVD (mean sea level), with walls substantially impermeable to the passage of water and structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy that would be caused by the flood depths, pressures, velocities, impact and uplift forces associated with the base flood. In the event of flooding, will this degree of floodproofing be achieved with human intervention?* Will the structure be occupied as a residence? If the answer to both questions is Yes, the floodproofing cannot be credited for rating purposes and the elevation certification must be completed instead. *Floodprooted with human intervention means that water will enter the structure when floods up to the base flood level occur, unless measures are taken prior to the flood to prevent entry of water (e.g. bulting metal shields over doors and windows). CERTIFIER'S NAME AFFIX SEAL OR WRITE PROFESSIONAL J.P. Terpening, Jr. LICENSE NO. BELOW: TITLE Registered Engineer ADDRESS Culpepper & Terpening, Inc. P.O. Box 1449 `�° 1' :-,e+.,viA Ft. er FL 34954 7/'J0/oo 1 oenl Y The insura a (Date) gent aches the second copy of the completed form to the flood insurance policy application for new (POST -FIRM) construction or substantial improvements. Be sure that the second copy is certified. ■ INSURANCE AGENTS MAY ORDER. THIS FORM G R O U P I N C September 28, 1987_ ra Condominiums) Re: The Em ress a Condominium fk a Seas C ) • F r � � � P Y Foundation Building Permit #I42024 DER General Permit #DS-56-137980 FPUAL for public drinking water distribution DER Wastewater Treatment Facility Permit #DC-56-122212 South Florida Water Manageme't District: General Permit #56-00609-S V Utility Permit #U94-199-87 To Whom It May Concern: This is to notify you that Seppala &`Aho Construction Co., Inc. is now the general contractor for the above -referenced project, having been engaged as such by the owner, Empress Associates Limited Partnership, a'Florida limited partnership. As a result of the foregoing the undersigned hereby assigns to Seppala & Aho Construction Co., Inc. as general contractor for and on behalf of Empress Associates Limited Partnership, all of the above -listed permits. Accordingly, this is to request, authorize and direct you to transfer and/or reissue to Seppala & Aho Construction Co., Inc. ani of the above -listed permits originally issued by you. Furth $r,_all fees (including, without limitation, impact fees) previously paid with respect to the subject project in connection with the issuance of the above - referenced permits are to be applied to the assigned/reissued permits, it being our understanding that no new impact or similar fees (other than administrative charges for permit assignments/reissuances, if any) are payable. Finally, for your information, the Saint Lucie County property tax I.D. numbers for th subject project are: 4502-213 0001-000/4; 45.02-213-0002-000/1; 4502-213-0003-000/8 and 4502- 213-0004-000/5. - 1651 FORUM PLACE SURE 400 E WEST PALM BEACH, FL 33401 (305)478.2000 very rruiy yours, Jacques Brion By:� Title: Authorized and Approved by Empress Associates Limited Partnership By: Majestic Empress Assoc- iates Limited Partner- ship, general partner By: REMI Consulting, Inc., general partner By: / i _ ' Y F 'Rmm COMPANIES September 28, 1987 Re: The Empress, a Condominium (f/k/a Seaspray Condominiums) ✓ Foundation Building Permit #42024 DER General Permit #DS-56-137980 FPUAL for public drinking water distribution DER Wastewater Treatment Facility Permit #DC-56-122212 South Florida Water Management District General Permit #56-00609-S Utility Permit #U94-199-87 To Whom It May Concern: This is to notify you that Seppala & Aho Construction Co., Inc. is now the general contractor for the above -referenced project, having been engaged as such by the owner, Empress Associates Limited Partnership, a Florida limited partnership. As a result of the foregoing the undersigned hereby assigns to Seppala & Aho Construction Co., Inc. as general contractor for and on behalf of Empress Associates Limited Partnership, all of the above -listed permits. Accordingly, this is to request, authorize and direct you to transfer and/or reissue to Seppala & Aho Construction Co., Inc. any of the above -listed permits originally issued by you. Further, all fees (including, without limitation, impact fees) previously paid with respect to the subject project in connection with the issuance of the above - referenced permits are to be applied to the assigned/reissued permits, it being our understanding that no new impact or similar fees (other than administrative charges for permit assignments/reissuances, if any) are payable. Finally, for your information, the Saint Lucie County property tax I.D. numbers for the subject project are: 4502-213- 0001-000/4; 4502-213-0002-000/1; 4502-213-0003-000/8 and 4502- 213-0004-000/5. 1551 Form Place, Suite 400 E, West Palm Beach, FL 33401 - (305) 478-2000 a"= X September 8 r 2 1 , 987 Page 2 Thank you for your kind cooperation in this regard and please do not hesitate to contact the undersigned in the event that you have any questions. Very truly yours, Ferinel Construction Inc. By: Title: ------- ---- Authorized and Approved by Empress.Associates Limited Partnership By: Majestic Empress Assoc- dates Limited Partner- ship, general partner By: REMI Consulting, Inc., general partner By: Y q es Brion, President FERInEI COMPANIES 15 1 Forum Place, Lte 400 E, West Palm Beach, FL 33401 . (305) 478-2000 ' or PROJECTt n . WAMB � . . CTOR s "" ' Gcc&PAncif CLAWIFZC14,0101118 �j/�I,OCl-- ✓ l TYPE OF COVSTRMTZ090 IMIGHT AND ADMo (A) FIRE FROTCCTIONO ;? .14 o: (A) ELEVATORS* Z �� (s) spRiman az xT pI:P St s (G) COMBUSTIBLE MATERIALS ® EEa°TERIORt (D) ROOF COVERINGS: (E) LIGHT - VENTILATION •- SANITATION: (F) HANDICAP RMUIREMENTSt G m 7 06 "'L�00"'N" 773 iJ, " V I 31 ktityl 1. tii WIN Ca DESCRIPT G AND DRAINAGE DETAIL ry K Y I y �} X 1 A �,p y✓ 5 i l 1N ' N i ANY B WWF.uxar. -alwua..rurvW`e _.:vwuwae oa r . AskF : s � � a r! 11 fl r I s' " 6{ , p w � , F, F r d5 " n w y f q w ; - w M, As ASPHALr BASE COURSE S U BGRADE zz/_zy r PEA GRAVEL — 00' � P � 15� 9-" ' 127 CL EA V WA . SHED 0006(_30 "IRAFI 500 11 0 FILrER AWERIAL OW E 0 — 0'0 sromr 112"- z .08 EOUAL tc) 9PERFORArED 7116' HOLES Ili LUAt PIPEY EL. 20 ASSUMED WArER rABLE �X A k'q, V� PARKING SECMN"1.'1. :4 PAVING AND D 8 STABILIZED SOIL, 75 p.s.i FBV nce with the Florida COMPACTED TO 98 % MAX. DENSITY OF AASHTO T-180 "'W epar tinent SI pecifications and St. A Ilu Cvunt ments. ,p _,V r1al paving and drainage construction shall meet L 'S;�z 8, for roadway construction as outlined in STAB TOMar a D ment of Transportation Standard Specifications, �J, 83. V1, j w I'Mk 141" �Vv On -site striping shall be 4" white traffic paint (Type T-1) -- ---- accordance with the Florida Department of Transportation ly W n Standard Specification Section 971-12. Off -site striping shall be _aw X_ r nce with the Florida Department of Transportation 101 Standard Specifications for Reflective Traffic Paint, Florida t2 . ..... Department of Transportation Standard Specifications Traffic Operations Standards, and the Manual on Uniform Traffic Control 4 I P� W� �4' �_l 01 Devices, unless otherwise specified on the permits. T", -P"A P I 4. Roadwork in State Road A-l-A right-of-way is subject to F4" permitting and approval by the Florida Department of Transportation. 115 Atl Atl CONTINU US AROUND PIPE 5. C, - Upright handicapped signs to be provided at all handicapped % parking spaces, in accordance with the Manual on Uniform Traffic 'I Control Devices and St. Lucie County requirements. rV, 6 6. Signing shall be "engineer grade", in accordance with the 8 18 *1: 4 BAR Florida Department of Transportation Standard Specifications, and (TYPICAL) OLE FOR # 4 the Manual on Uniform Traffic Control Devices and St. Lucie U, County. �V �M 7. Concrete for structures, curbs, wheel stops, and sidewalks '9",N !J4, 16 m ay compressive s reng 0 psi. 8. The Florida Department of Transportation approved local 5_ cemented coquina shellrock is an approved alternative to 4, 'p 13A-1, 1.2 C, limerock. v t" W The Engineer shall be notified for inspection of subgrage asphalt, and all miscellaneous construction items, at least ours in advance of subsequent construction. GROUTE Aluminum corrugated metal pipe shall meet the requirements MIRAFI 500 FILTER MA AASHTO M-196 and the Florida Department of Transportation 1,4 TERIAL -,--ifications for Road and Bridge Construction, 1983, ion 945. Field joints shall meet the Florida Department of FORATED ALUMINI. sportation Standard Specifications Section 430-9. 4q PER ME, A, _q, green areas shall be sodded in accordance with the �®r erw se noted. Department of Transportation Standard Specifications 'gq - architect's plans for site layout and dimensions. , *IF 12" C V �WV .. V a J, SUBGRADE 0 'p 4 707 V SEASPRAY LPEPPER a CURB T 'NSI ION T901PENING, INC. PAVING AND DRAINAGE DETAIL DESIGNED BY DETAILED BY CHECKED BY DRAWING NO. CONSULTING ENGINEERS a LAND SURVEYORS DATE FILE NO, JOB NO. FORT PIERCE, FLORIDA 86-29 5 OF 9 RW wpr v��yiiepa�Tn*�^rcn ,�„�T). pv "TM,^P�"p i; q iq� g n s#g4TAser.�v�'*•r•�eorner.^�—.�..n.T�.'^^ E .,. ,,c2.,+ _ _ .:r rc c e' ER MAI ML'.... :. - l r L. I I' u I �.,, , ,'• _ �" WATER DIS TION NO . 4r 2 ilk e s k UBLE STRAP` cA jy» Ri 4 ' q x t, $ r,Lr Yt , M1v, i:$,Y+f ?' ,ya ':'at ,` l '.4 .}!', . '�.y lx m. x$'3 r .iFr'•. ,,!! £Fill ., .tt T . `r E` ,.. � �w. .. n '.,5.,• e v. .e a„i ,' L# w' 'L 3 , A' +v � v »Y _, � `; ,,„ �, ^ const 'ion shall be in accordance w" applicable (ORATION ST " OPk l ,: Flo All of Transportation, St. Lucie ty, arc} a ^^ F 1001 OR M +, , n » I # Ft; r Authority requirements and scats 1' „aae I , , ., � ....,..,... 1 •: I ., , .. .. ere s ecified as Polyvinyl "Chlo shall r t I a, .,. r :: „ r •. rv.n, _ ., ».,,. .', +;,;I ,, ;,. n ,,.. > . �..,,"�..re�£„��.,,_ P :..1 -900 ressure class 150 DR 18 .. t . " '�. p , +ih. .• .,:.a'�.�? '::tki�r , =d3. , <v r.�4x E . � �a ,•,,,?. r,b��,,.,. ..�, 7 MPORARY „ ) a` (PAINTED BLUE) „ �, "'. II-F_ "'; 3. ter main, where specified as Ductile Iron ipe, s%d1 ,di , +!-e4nl':W'•'" v >*, �. :.� 1 �. 1 "� " � � co Mtn to ANSI A 21 51 or AWWA C 151, and 1 be class 50 for r P„. ["CURB ST " s 12" DIP and shall be class 52 for 8" DIP.. FINISHED GRAD I x 3/4 BIF ' ,, 4 _ FORD Up , ". ,tv.:s ..'; v 4. Polyvin t 11 be 'bY' . Ciilor or have ".. 6s'; 3 ,� �, 11 tl .'r the words w tly in on three sides „ , v ,,. .sty . ,, .,� he length of the r }7 9' 1 G 'M' I POLYETHYLENE Z SERVIC — 5. Fire main where s ecifiled as Pol vin 1 Chloride, sha conform to AWWA C-900, pressure class 200y DRy(14) . - .t,. • -,., _`. ,., ,�k�s m <�� ,. :£: , , �. � ., .1� s= ,', �;'_ �� 6 ,shall be cast or ductile iron, standard b ,. , �;.-, ,,. .,�. , �,' ;, ,. .: 0 d ANSI A21.11 class 250 c CORPORATION STOP °: �f w�i' `4;..F + ° <' `i ,, :.':�� ''"� �� '' ' WWA C-11 an , ,>' :. CORPORATION STOP. � is r ' � `.�.�-xrr.. 7': _ ,��, .«•a",= ; �«. s+.:� � r`�f � ��,.'�� . ' (FORD FI001 OR MUE- .' a coated. six,., DOUBLE STRAP SA �z• ?,•,,.?'',fi, ' ''' 7. Gate valves shall be Mueller Resilient Seat, k�+' ANY APPROVED k r _ +-€ ( ) Ken -Seal or approved equal. Valves shall conform to AWWX k -' f r` z ,� . - � 4 �' ,, •. „r ,,,4. 4 �,,; � " r .'i �! •,t °d� i e nc r lines shall be laid on undisturbed round or round 8. Water 1 e a 4 . 9 . . v.rt. ..« v iC. ,F v - ! ,'.. : ,..{Zt ee it � ,h,""$ :,Fx- 1 S,. y..c. !{• i �. -L n 4 _'. ..., ,,. , � .. ,: , ..,...- .. ,,. ., , ,., ., „ ., ', , .., . • r.,: with AASHT to 988 of maximum density in accordance it O Y 988 of maximum density in „ .A= e ekfill shall be compacted to Y ,,.._.+ p ,. ., :. 2: a. '...+ , s 'wF. w:. 1contractor shall SUbml + i:~�,,€,, :: I .,• g.ru „I,' :, .� } , _ ,�' ` .>' .r , "` ' _* *1 with AASHTO T-180 The ::a r ,I �:4..Wry... �,.w" �,r" . ,, ,, �,'. •, a �-y;` ,-i; i° �t": �-� ��b��.�"�n,e ti densitytests as requested b the engineer. #(rC q Y g 'BACTERIOLOGICAL SAMPLING POINT � � � r 9. No field changes or deviations from design to be made r without prior approval of the engineer. ,"- -.: +,, k. ,;><,,.' r •. ..,. „ , 8 ,'� �.e ' 'e .fi:. „^{.. ';`s ._ ,' , , s, r.,}} r,;%, rax" r4 k r Ft. Pierce ohtact the engineer, , ,.,,., ,r ,-.. .� .. �. The contractor shall c , ._.., _. ae ..,..._ ,k 1... ,, �.. « ,:.'>u . , e>... . ._ a k „a %'i:.v` $ 'bk`si •s`i ` �4 s,.`i .: .Ixl ...., . , . '} ,...N w .ups_..,.., r� :Ih , „ :.. „ County, the Florida Department f lines Authority, St. Lucie Co e Y Florida Gas and Florida nS OrtatlOn Southern Bell, A T & T, F1 r p , ,,...�, 4. P r , , .., :�` ly .,. „ a..., ,,..,., 5:.. 1.o- X:. « , ,. ,,. , .1 ,. , r. t. , :.: ..-..3 ,.-..,..., v. i. .Y. �,. -. ,.... � ek. .. -,-.. .,,.. .. ... 'h....., l » .d.., -,. ... .. .. .., N.. . ..... .. ...... e..,. :n. :--,. r .. � m.. , .x n., ,.w% j�,.L }... :. v ....' r .... r; >t„ ,... , , ,..,. +,. .,... ,. .. ,. ,., ,W,t"`r.., �.. ., . .. ,_, ,,. o-t. ,.,., , +~ t,:..:.... ,., sYE /':., ._ u',,. _ ..,_ .... x ,..,, ,x.. . - On s,>...- x - T at least 48 hours priors to commencment of constructs � [ ,,, ,•r„a „N�- , ;,>h•; s �n,,ra .. .� � ; e `. '"s+ � .,Ys"�.M',, %k�`I+`�+ pp:: �i � 4 . a.+ 3�' 1 e V p :. � �� :'.� •.. ay �' r "„"`�+,, °:fauur 3 � Itf �a."X' r w + 3�`+ � �y»' I � ":'p ,r'l � .. 11. Traffic control barricades etc shall be in accordance i r i with the Florida Department of Transportation standards. RESILIENT ., a f GATE VALVE 60D,L M.✓. 12. Minimum cover shall be 36". NON-R/S/NG STEM tt ,' Ten feet minimum horizontal and 18" minimum vertical if yb x. 4 .. i ul } ,.,., k ' h Y' x r 13 separation shall be maintained between the water main and any ' 1°�; ",_ •{• .'W, f pv a'',. ,. A J+dr :,' <td,. .. .+ '. .,, �, is;.y 1 °ry vG 4P'..A n ,•", ! ,..:.. sewer lines, unless otherwise indicated on the plans. Ls...*_ ut wr #,;.:,,e; ,.'Tr-"#r. t.; ,$ - �; , 1 � s�+�.' _�. ' � � _ �4' '�' �- `� �� "� •�"` Disturbed areas shall be restored to their original " z 14. I, 1 I,I fir= + 9 j t. k `Y. 3 �: , rp✓ /: >�.� _ ,, „• ,, ,.; �•,.,, ruction .. ,. � , .. ,,*s.7:F - is '< I ,. � . _��, , , .., < ~t_ i . ` 1:„ ,,'-- n. All un aved areas disturbed during the const .,,, , w. „.. _< .•, r , dui . _, : �. I ,, .�., -='g �. ,_ �<_, � nditio „ . r.. ,,. _ ,,�(..._,. ,,, ...,,,, ,, 1, ., .Y., t.a:; ,. � coon 570 of the FTe,e seeded and mulched in accordance with Se ,� ,, . � � .,�. ' :a« 11 be seed s >.. ,,. , d . ,... ,<sr, <, su ., n,,. ,.,a, }xr,specifications. :y. sr i. ,ix. t i ;. $ k�k da Department of Transportation r ts+ ,• ., t., s:.�az `" :. :, ,. ,:.>` .. .. ':;o: r!" ',�' i° e I, r 1'' �` ;tom, i ,<:<`� 5� R'J^ utilities shall be field verified by the `ra p {..•:'a `1. " r ',4g l y ,, + �s:: rry iSting �',k � ry 7` '� tor. lm n , " „ t I a ; ,.... . " tested and approved in accordance with LP'k»i R"".P' e jg .. a ,,r# „��✓.v v.:`,*: -. � .. '�.';: .,{ i ": �Y:4`. M@ r:"; tuR v;:,: t,,.!, °: ^ ��: ,�16. „. Water main shall be to pp - ,k 4$ the latest applicable AWWA standards: p�% �.. „ ter., A ,-,:: , .," ,� :� .� with PUMPER NOi' E �r „ , RA w. L I Pt�`IC TYPE HYbRAN ` r` a'r,f `'�` ;��-:; �'��'"�� r'"" 4 17. Fire ma • shall be tested and approved in accordance wi FACING ACCESS (,,,, ry WITH 5 I/4 VALVE OPT, the latest cable NFPA-24 standards. F If W AND ] m s n GROUND OR, $E NOZZLES 24FX30 x8"rH/CK '` .`, � " 18. The cos} for shall be responsible for maintaining existing SURFACE CONCRETE COLLA a:y'^ ``at=g utili a t $"� ,i 3 N '14 :� a:� G Y d "✓" t0 t A _ �� ' shall furnish as -built informa .n ALVE BOX S££ DETAIL /g" Z �� locations of tees, valves, etc., eques clu �'� � � a , 1 '�' Z Y ry ✓ � 3 rv�J��' �„ r"^r n � rz � e ,; <P �,a ' �� er , {I sx hS/LIENT SEAT , s,. sip 6 GATE VALVE M ,> ?F, �;' a Con or shall tap existing lines` i NON -RISING STEM �l, i1aPd , ry of -`Ft. Pierce Utilities Authority. r shall notify the Florida Department of r to jack and bore under the roadway he '1 ^ * y ' �,;,._' k: 1, construction in accordance wig' e; Af.✓. PIPE OR ,., I,I„ nsibl s. .... w+.� '�1' al„ a 1.; , -„ ,i :1." f „'; w ,. aC", aired b the engineer. . "'.ter .�.:•;:. , + ,k � � I e` „. r Y , , ,, ropriate permit, which will be obtained Y 9 O PVC. P/PE e >r 11 4 F 1 , 1 { r : � u "Y !n .. ,,, .,. r , ,d I d su", r „ x! z,n .. '"N'.: ,»r., .{ tti,x "r.. =.;�, .... .. � � + . , e . y.'::.. R „_ � , � continixl � ': me ,, ,, ,. �, , 11,,:,.,,A y� in shall be marked b the u f s, +, ,,,�ro: .yy ' J ' s ," z sS 22. Water ma Y' ,o- ,:,. 'gF ,.>rN , .,., . -.. ys •. ,r. , x I'I *b:<. s a sj,'. +..: n lh he Wate.- e buried in the trench above t I Y T :, ,'r. :: ,. aw ..,: , n; ..3%' ., .,. ^� ' instructions. ;,. " , ,. ' • kl I YI. ', .11 zr ,... . ,- . �. ,�.. ',' J, . � ;' . the manufacturer's a: '`�."' I ,.Yy ...ra•,. ry r .+',A',:, , ¢: $.: I ,.." 1 u ,.. x k . r O thrust restraints to be used on all f s+ P.4 "'a -.'..r l + ,,.n s � ,v�, , _�., p ,, ...,,,,, x, 23 Mechanical lapm Y .A$• I,y „ rY=' r " blocks to be utilized within the System. a tVOTE .; `,. !, ; 4 "... � t al Iz x *,. �,7A,; to ,, "s ',• a „, � as r,+s i v 1 ; r, xr 1 rl ) :. x , „ a, x v's ,• P`4 IMF p L HYDRANT SHALL BE /NSTAt � - . .,IF 1 " ?. HYDRANT SHALL BE PAlNTEO -� r, c fi 3. NEEL TO REST ON UND/STU 4. N HYDRA T ACCE .QLE ARLr� n f ` THE ONLY YD AN S1 ti NENNEDY GUARDIAN Q MU£LLER CENTURION "` r'_ ,A r31' A}g, I :" i, w0 „1 IF; 5. TEE AND HYDRANT ASSEMBLY TO HAVE MECHAN/CAL -` RESTRAINTS. .t,'1'?P• d ...'fill l,.,,i, „ "+a ,, , " ,., , .'w b ..n� Y,,, + x. _ r -?` n ''y�,+mbz, DATE I REVISION 11` ULPEPPER a ERPEN I NG,INC. CONSULTING ENGINEERS a LAND SURVEYORS FORT PIERCE, FLORIDA SEASPRAY WATER DETAILS BY DETAILED BY CHECKED BY DRAWING NO. J. S. G. FILE NO, JOB NO. 86-29 7 OF 9 r STAINL GUIDE CHAIN OR CABLE (STAINLESS STE ,LEAD • • r v- ss< • © a ' • • ,,sw • • ' iVIIXe'!T ¥ .: T , x GROUT AROUND INSIDE AND OUTSIDE OF WETWELL. I 'r m r, �¢ D DISCHARGE ELEV ALAR4 '^ FURNISH AND INSTALL 8' I. REINFORCED CONCR TE PI LAG PUMP ON ELEV 0 LEAD PUMP ON ELEV POWER � TURN OFF r 4" WYE 4" TEE IS PLUG VALVE DE i ARM LIGHT & RECEPT RE! r' .w T P RB SHALL BE 8" THICK W/ MIN. 2" xS . ` y n •- BARS 6 • NOTE. ALL BARS TO BEND AROUND CORNER o..� 6'.WALL FURNISH 8 INSTALL FLYGT ALUMINUM ACCESS COVER MODEL NO. A3048 OR APPROVED EQUAL u WETWEu. NO 4 BARS E 6"' O C (TYP ) EW yy D T I o I II I 0 o p all L A FURNISH AND INSTALL I ALUMINUM ACCESS COVER / MIN 3'-0" X 4-0 I, PLAN VIEW LIFT STATION NOTES 1. Float controls shall be Peabody Barnes mercury level controls #73612 (suspended) with 40' of cord length provided. 2. Piping from the wet well through the valve pit shall be 4" Class 52 ductile iron. 3. The water line with 3/4" hose bib and syphon breaker shall be constructed adjacent to the wet well. 4. Shop drawings for wet well, valve pit, pumps and control { panel shall be submitted to the Engineer and approved by the Engineer prior to any construction. 5. Control panel shall be stainless steel NEMA 3R containing the following: a. Interior duplex receptacle, b. Alarm bell and exterior silencer, C. Alarm flashing light - high level, d. Elapsed time meters for each pump, e. Float level lights, f. Lightning arrestors, g. Individual motor running lights, h. Surge capacitors or other approved surge protection. 6. The contractor shall supply all labor, equipment and materials necessary to install all electrical work and service runs to power company transformer and provide a completely functioning lift station. 7. Control panel shall be supplied with 1-#10 ground copper wire in THW conduit. 8. Pump Data: $' a. Make .........:...........Peabody Barnes b. Model ...... ..................•4SEL103 C. Impeller .........................7 inch d. Motor ..... ................1 Horsepower e. Solids Passing ................. .3 inch f. Volts ......................... 208 volts f gPhase.............................three I h. RPM................................1075 i. Capacity ........................104 gpm j. TDH.............................. t&7'ft 9. Wet well to be coated on the interior and exterior with two coats of coal tar epoxy such as Koppers #300M or equal having a minimum dry thickness of 8 mils for each coat. 10. All enterior and exterior hardware and assemblies shall be stainless steel unless otherwise noted. 'I✓� I IUN b—b I DATE REVISION CULPEPPER TERPEN I NG, INC. CONSULTING ENGINEERS 8 LAND SURVEYORS FORT PIERCE, FLORIDA FOR SEASPRAY LIFT STATION DESIGNED BY DETAILED BY CHECKED BY DRAWING NO. J. S. G. DATE FILE N0. 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I I L I I t :1- �, I � � :� k �11 1: 11 I I ,; -, , V , ;, r � �, � �, mookak m I , wa" I 11 0 1 m M` ADD/T/ONAL BARS EQUAL ItQ AREA TO %2 of 1/.ITERRuP7EO BARS, MINIMUM I *S 70F � BOTTOM lk UNLESS NOTED OTHERWISE -- .r. `i ON PLANS. -AaEA OF 1AI rEP-RUPTED 4 � , 3} � ` � OPEN REGULAR REINFORCING ua F_4 t I HOOK TOP .� ,BARS dVL`( (ALL 4 S/DES) i'a l-'#5 3�"AT EACH CORNER AT SLAB NOTE5 . /. OMIT ADDED 6<4R5 AT IuINGS OF /O ° OR LESS ¢l RUN NORMAL RE/NFOQCING 6Y SIDE of OPEl1/NG. NcOK BARS AT AFFECTED ENDS WHERE BAR CANNOT 6E EXTENDED PAST OF'tN/NG. 3. oaE,vrNGS SHALL BE SHOWN oN 7HE SNaP DRAw/Ncis ANa RE/NFORCEo ACGO/20/NGLy 1JuLES5 OTHERWISE DETAILED 0AJ THE PLANS AGL 0PENING5 SHALL 66 LIA417& 7 TO T•I+'E FOLLOWING SIZE-S. A AREAS COMMON TO 7WO 1v7ER5EC7ING M/DOLE STRIPS: opEN/NG5 SHALL 5C L/MCTEO To ONE HALF 7HE WIDTH OF THE SMALLEST COMMON /✓tlODLE STR/P. B• AREAS COMMOI-J TO ONE COLUMN STRIP AND ONE MIDDLE STR/P: C°EwING MAY /NTERRLJPT A MAvIMUM OF ONE -QUARTER OF 7HE BARS folivilm /N EITHER STR/P, C. ARE45 COMM0h1 To Two COLUMN STRIPS: OPENI/vICS SHALL 6E L/M/TEO -ro ONE - EIGHTH OF THE WIDTH /N E/Tl-IER SPAN AVC SHALL 6E LOCATED NO cLOSEQ THAN TWO TIMES THE S4.46 7H/CK1,IE55 FROM THE COLUMtiI. $. ALL OPENINGS SHALL e5E REhIFORCED 45 DEiA/LEo A6oV& UNLESS " 07HERwrSE L/orEO. TYPI CA Fd�1nJF`G. OF OPEN1NG /N FLAT SLAPS F SECTION SHEET NUMBER -i "" N. "�,. SHEET NUMBER WHERE DETAIL IS ORAWAI WHERE SFcr/ON /5 DRAW L EGE �4'K A y FI MS f µy j: 88077014 — �I , .aN B,£Lowrk a T TOP . Jt+ 'ELEvATioN _,� ^ m," a E _ (SEE BENDING D/AG•� Q A! _ fN/D DEPTH GoLL/ NN BELOW BAR �� 0-CENTERLI'VE oF /F• a INSIDE FACE (3) COLUMN 7WRU 300 (OL) O•F= 04I7510E FACE B EF.= EAcN FACE t -z O.L= DUrS/oE LAYER - Coc:✓.xI/ ABOvc' SPACING —, o WINCHE/.L=INS/DE LAYER„ � N• = f/ORIZONTAL CEovE :i v V - VERTICAL LV/ E'LEVk7-,0,V to O E.W.= EAC// WAY` CCL 0 , IV RAR.� L` E TEMf?=(PLAPEDATRQSVkZ3 1-4 TO MAJOR REINF. ) OOW(LS •►ra%ILa♦ TM! S►^t SMS &WID Qu^*•!f• /61 GILUMN %L&% F014CI W c- M U Lti �\ W COL. PER IPIIERY ,I, coL. PER/PHERY b STOP ALTERNATE Borr. BARS SPAN L 1' EXrEvo BAL. AS SNoWN /. FLooR SLAB SHALL BE AS NorEo oAl PLANS. 2, 30rr,0*7 RE/A/FoRc/NG WAr SHALL BE AS NOrEO ON PLANS. 3• ADo1r1oNA4 Borram RE/NFaAcIAIG CALLED FOR oN PLANS SHALL BE pLAcEo cENrEREo BErwEE" MAr BARS BEGINNING Ar rIr/E CENTER OF A 57,91,0 AND PROCEEDING /N OPPOSITE OIREcr1oNS rowA,e,D THE SIDES oc THE STR/P, THESE BARS SHALL BE PLACED /N A NORIZONrAL PLANE cO/Nc/,DENT wlrl7l ryE MAT BARS IN r//E SAME OIREcr/o/J. ADD1r1oNA1- Barrom REINFORCING SHALL SE OF rHE SAME LENGTH AS BOTToNI MAT RELVFoRcfNG, ¢. A nvrERloR SUf'PoRrS SPAN L is LONGER of AO✓AcENr SPANS . 25 % of ALL 70P BARS IN COLUMN STRIP SHALL CROSS 7-AIRU GOLUMAI PERIPHERY LocArED A o/SrANcE d (5LAS THICKNESS MIAIU5 114") I'ROM COLUMAI FAcE. /REMAIN:�,!,e OF rop BARS MAY VA4Y UNIFORMLY TO SPACING REQUIREz> FoR AD✓ACENr M/DOLE STRIPS. ,F•LAT 5LA6 9E1Vj4'09C",1/A1G BAR LENGTH COL, 5TR/P MID. 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