Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2015-04-16 PZ Agenda
5�ET�1V HOME OF PELICAN ISLAND 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ FAX (772) 388-8248 AGENDA PLANNING AND ZONING COMMISSION THURSDAY, APRIL 16, 2015 7:00 P.M. 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. ANNOUNCEMENTS 5. APPROVAL OF MINUTES 6. OLD BUSINESS 7. NEW BUSINESS LPA meeting of March 5, 2015 A. Accessory Structure Review - LDC Section 54-2-7.5 - 201 Delaware Avenue - Lot 35, Block 492, Unit 15 - 24'X 25' (600 SF) Shed - Derek Davis B. Quasi -Judicial Public Hearing - Site Plan & Waiver - O'Reilly Auto Parts - 6,972 SF Retail Building - 220 Sebastian Boulevard - Commercial General (CG) Zoning District - Requested Waiver from LDC Section 54-4-21.A.7: Riverfront Overlay Landscape Requirements 8. CHAIRMAN MATTERS 9. MEMBERS MATTERS 10. DIRECTOR MATTERS 11. ATTORNEY MATTERS 12. ADJOURNMENT ANY PERSON WHO DECIDES TO APPEAL ANY DECISION MADE ON THE ABOVE MATTERS, WILL NEED A RECORD OF THE PROCEEDINGS AND MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH APPEAL IS TO BE HEARD. SAID APPEAL MUST BE FILED WITH THE CITY CLERK'S OFFICE WITHIN TEN DAYS OF THE DATE OF ACTION. (286.0105 F.S.) IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ANYONE WHO NEEDS SPECIAL ACCOMMODATIONS FOR THE MEETING SHOULD CONTACT THE CITY'S ADA COORDINATOR AT (772)-589-5330 AT LEAST 48 HOURS PRIOR TO THE MEETING. TWO OR MORE ELECTED OFFICIALS MAY BE IN ATTENDANCE. LOCAL PLANNING AGENCY (PLANNING AND ZONING COMMISSION) THURSDAY, MARCH 5, 2015 Chairman Dodd called the LPA meeting to order at 7:00 pm. The Pledge of Allegiance was said by all. ROLL CALL: PRESENT: Mr. McManus Mr. Dodd Mr. Qizilbash Ms. Kautenburg (a) Mr. Durr Mr. Carter Mr. Alvarez (a) Mr. Reyes EXCUSED ABSENCE: Mr. Roth co mC: I C A2 1 E t° a C_ CU U 3 Ai C y a ,n C 0? p 2 CL O `a. 0)N Q Qt ALSO PRESENT: Frank Watanabe, PE, Community Development Director Robert Ginsburg, City Attorney Dorri Bosworth, Planner/Secretary Ms. Dale Simchick, IRC School Board Liaison, was also present ANNOUNCEMENTS: Chmn. Dodd stated Mr. Roth was excused from the meeting, and Mr. Alvarez would be voting in his place. APPROVAL OF MINUTES: MOTION by McManus/Carter to accept the minutes of both the February 5, 2015 and February 19, 2015 Planning and Zoning Commission meetings as submitted. Motion was approved unanimously by voice vote. OLD BUSINESS: None NEW BUSINESS: A. PUBLIC HEARING — REVIEW AND MAKE A RECOMMENDATION TO CITY COUNCIL REGARDING ORDINANCE 0-15-03 WHICH PROPOSES TO AMEND THE LAND DEVELOPMENT CODE, ARTICLE III, SECTION 54-2-3.2(a)(7) REGARDING PERMITTED LOCATIONS FOR TEMPORARY USES AND SPECIAL EVENTS Ms. Bosworth reviewed that the previous Ordinance 0-14-06, along with other changes, defined the locations of where temporary uses and special events could be held to commercial and public service zoning districts in non-residential areas. She stated that shortly after the ordinance was approved, some of the churches in the residential areas approached the city manager that the new ordinance would affect their fundraising efforts. They presented a plea before the City Council, who directed the City Manager to meet with them and bring back a proposal that would accommodate the churches yet keep the flea markets out of the residential areas. The proposed changes noted in the section allowed permits for non-commercial uses only in the residential 8 areas, and Ms. Bosworth gave two examples of community -type fundraisings events that would be allowed such as a Fall Festival with a Pumpkin Patch, or a Blessing of the Pets. She stated the applications would still need to be submitted to staff for processing and review. There were no comments from the Commissioners. Mr. Dodd asked for clarification that non-commercial meant no renting or leasing spaces to vendors. Ms. Bosworth stated not totally, because it may be appropriate at a pet blessing event to have H.A.L.O. or the Humane Society have a booth. She stated staff would have discretion, and the final decision for any gray area would be by the City Manager. Mr. Dodd asked if the staffs review of the applications included impacts to parking, traffic flow, etc., for smaller type of events. Staff stated yes. MOTION by Dodd/Carter "to recommend to the City Council that they approve Ordinance 0-15- 03." Mr. Dodd asked if there was anyone in the public that wished to speak about the Ordinance. There was no one. ROLL CALL: Mr. Durr yes Mr. McManus yes Mr. Qizilbash yes Mr. Alvarez yes Mr. Reyes yes Mr. Carter yes Mr. Dodd yes The vote was 7-0. Motion passed CHAIRMAN MATTERS: None MEMBERS MATTERS: Mr. Carter stated the new Cumberland Farms turned out to be a very, very nice remodel. The new store was big, clean, and set up efficiently with good traffic flow. Mr. Qizilbash stated the road repaving job on Englar Drive looked good and the contractor did a nice job. DIRECTOR MATTERS: None ATTORNEY MATTERS: Mr. Ginsburg informed the Commission that a legal challenge brought to Circuit Court about the Capt. Hiram's site plan was dismissed by the Court last week. Mr. Carter asked if they had begun the project yet. Ms. Bosworth stated the silt fencing had been installed, and they had recently picked up their landclearing and building permits. She also noted there was a groundbreaking ceremony for the Assisted Living Facility project adjacent to the Catholic Church next Wednesday, and she would forward the announcement to the Commissioners. Chmn. Dodd sent his condolences to Rich Stringer's family, and stated he had had the opportunity to work with him when he was on the Code Enforcement Board, and also earlier with the PZ Commission, and it was a shame he passed so soon. Chairman Dodd adjourned the meeting at 7:10 p.m. (db) ava SEAMRAN HOME OF PELICAN WM Community Development Department Accessory Structure Staff Report 1. Property Owner: Derek & Sharon Davis 2. Contractor: Homeowner 3. Requested Action: Approval of a 24'X 25'(600 SF) shed 4. Project Location: 5. Current Zoning: RS -10 6. Required Findings: 201 Delaware Avenue Lot 35, Block 492, Sebastian Highlands Unit 15 Current Land Use: Single-family Residence Does Comply Does Not Comply A. No accessory structure shall be constructed until the construction of the principal structure has been started. 1. House completed 1 g $0 ; or house under construction 2. Accessory structure to be located on same lot as principal structureN/ ES ; or located on second lot that has been combined wi principal lot by a unity of title B. No accessory structure shall be located in any required yard (setback): 1. Front yard: No detached accessory structure shall extend beyond the front building line of the principal structure that is located on the same real estate parcel or lot. Principal structure setback is 35'.[o F . Accessory structure setback is —• 2. Front yard on corner lot: Accessory structures may not be located in the secondary front yard of an improved corner lot unless the corner lot is joined in unity of title with an interior lot that contains the principle structure. However, said N� accessory structures shall not be located closer than 25 feet from the secondary front property line in the RS -10 zoning district, and in all other zoning districts shall meet required front yard setbacks. Secondary front yard setback is , and proposed accessory structure front yard setback is ITtuo Sff em To (361 2 eErieJEN s Does Does Not Comply Comply 3. Side yard: Required side setback is (0' / v Accessory structure side setback is 10' 4. Rear yard: The required rear yard is .10 t A detached accessory structure may encroach into the required rear yard, provided it meets all the following: a. It is a minimum 10 feet from the rear property line. Proposed accessory structure has a 37' setback. b. It is not in an easement. Rear easement is (O',X $t7, and proposed setback is 37 SEE NOTE c. It does not exceed 400 square feet in lot coverage. Proposed ✓ accessory structure is &00 square feet. d. It does not exceed 12 feet in height. Proposed accessory ✓ structure is 1(o.5" feet in height. Accessory structures which are attached, or do not meet the above four requirements must meet the standard rear setback / which is a0 Proposed accessory setback is 1/ 37' C. No mobile home, travel trailer or any portion thereof, or motor vehicle shall be permitted as an accessory structure. V✓ D. Applicant must expressly designate the type of the accessory structure (i.e. garage, shed, etc.) 5 t}BD / ✓ E. Must comply with all city codes. ✓ F. The height of accessory structure cannot exceed height of principal structure. House is approximately lS and CTDc accessory structure will be /(a . S' /,)I Fes, G. Attached or detached Quonset -type or style accessory structures are prohibited. ✓ H. A residential lot is allowed 5 square feet of accessory building area (cumulative) for every 100 square feet of lot area, up to a maximum 1000 square feet. Property square footage $0 `X 1'91' x .05 = Allowable sq.ft. of accessory structures 'dei'( 3 Existing accessory structures 49SF +(a'(sF f- �7SPI Proposed accessory structure (000 Total existing and proposed 20 sF ITtuo Sff em To (361 2 eErieJEN s 7. Planning and Zoning Commission Review: Any attached or detached accessory building, carport or breezeway over 500 square feet in area must be reviewed and approved by the Planning and Zoning Commission utilizing the following criteria: Review fee has been paid: _X YES NO Additional Considerations: P2oPCery /+LSD H +S ,4 so' P-t-)te fPL. t-14st-Mo_sr- !u a4)I.)I-n o N M 7TfE fog P U • b E. %}fE St En WI LL_ tIL leoAct{ guro �! "( E FPL_ D4SEMGVT By 131. 6 P -PL- R6PP_ESt--L l A- i 1 VE tf+S GI U tF'Q CbAi SE -UT Fb9_ 7t f C e)IJC p—D Er tf M OuT C/+rrF}C ti ets) PASeO ou m -E 5r2c of `i?ft coT _64,4gosF� Se"Fj TtLt� A'aE PEQLtleeo Cup To lS999�F, , A Tkes 5?0nti '+ ?&1r1oUS Pt-_-RM(T� !s /NCLtA6tM_ SeJek) - T26ES /P_5_� OIJ St7S. 'f�g(aors Prepared by Date 3 Does Does Not Comply Comply A. Accessory structures may not be constructed or maintained from corrugated metal or corrugated metal -looking products. 1/ PAWEL-5 M41rrt Hw&G PANtLS B. The roof of the accessory building must have a minimum pitch of 3:12. C. Accessory structures 501 sq.ft. to 750 sq.ft. in size shall be compatible with the overall general architectural design of the primary residence, including facade and materials, colors and ✓ trim, roofing materials and pitch. D. Accessory structures 751 sq.ft. to 1000 sq.ft. in size shall be of the same architectural design of the primary residence, including facade and materials, colors and trim, and roofing materials and pitch. Foundation plantings shall be required on all sides of the accessory structure excluding entranceways and doorways, as follows: 1 shrub for every 3 lineal feet and 24 Ff / inches in height at planting. Lineal dimension totals + 3 = Total Shrubs Required Review fee has been paid: _X YES NO Additional Considerations: P2oPCery /+LSD H +S ,4 so' P-t-)te fPL. t-14st-Mo_sr- !u a4)I.)I-n o N M 7TfE fog P U • b E. %}fE St En WI LL_ tIL leoAct{ guro �! "( E FPL_ D4SEMGVT By 131. 6 P -PL- R6PP_ESt--L l A- i 1 VE tf+S GI U tF'Q CbAi SE -UT Fb9_ 7t f C e)IJC p—D Er tf M OuT C/+rrF}C ti ets) PASeO ou m -E 5r2c of `i?ft coT _64,4gosF� Se"Fj TtLt� A'aE PEQLtleeo Cup To lS999�F, , A Tkes 5?0nti '+ ?&1r1oUS Pt-_-RM(T� !s /NCLtA6tM_ SeJek) - T26ES /P_5_� OIJ St7S. 'f�g(aors Prepared by Date 3 BOUNDARY SURVEY OF LOT 35, BLOCK 492, SEBASTIAN HIGHLANDS, UNIT FIFTEEN, according to the plat thereof as recorded in Plat Book 8, Page(s) 44, 44A -44D, of the Public Records of Indian River County, Florida. (Contains 0.33 acres) w to' LOT 35 BLOW 492 10000 W FOUND 1/2' MON ROD NO IDENTFICARW 3K P. DAVIS AND SHARON L. DAVIS I FEDERAL CREDIT UNION ISAOA ANCE TITLE OF THE TREASURE COAST REPUBLIC NATIONAL TITLE INSURANCE COMPANY PROFESSIONAL SJRVEYOR BUD MAPPER W RESPONSIBLE CHAUGG LOT N BLWN 492 6 W0.3' AIN UNK LOT 3s I'O W fQlCE END i �L 492 O E 0.2' O $ U ir-1 WAN UNIX FENCE CORNER W 0.2' PELF IIIARE AVENUE FOUND 1/2' FOUND N 9D9D'm W _ (W PUBUO R/Y)20'1 ASPHALT ROOD NAIL NO IDENTRLAT W 100 FL DRIP.4 PDL EA, AIID L/uH/ CONPANB EASEIdEPI/ 530.Ijpr--- _ POINi$— ,IINTERSECTON $� 8 G z — — Awnrilon" w Rn nn' FOUND 1/ 2' FOUND 1/2' �h IRON Nm�- WON ROD C n �� NO IDENTRCATON 'pIB4i.• NO ICENWnCATW I WAN UNK FENCE Comm ORNER ,,...... .,.20.20' �Y a w Da' 8L._ Ie.BD I� It W m waon �F! ' a 1PJBUC"Y"I'D iab' w to' LOT 35 BLOW 492 10000 W FOUND 1/2' MON ROD NO IDENTFICARW 3K P. DAVIS AND SHARON L. DAVIS I FEDERAL CREDIT UNION ISAOA ANCE TITLE OF THE TREASURE COAST REPUBLIC NATIONAL TITLE INSURANCE COMPANY PROFESSIONAL SJRVEYOR BUD MAPPER W RESPONSIBLE CHAUGG LOT N BLWN 492 6 W0.3' AIN UNK LOT 3s I'O W fQlCE END i �L 492 O E 0.2' O $ U ir-1 WAN UNIX FENCE CORNER W 0.2' THE NOT VALID WNHOUT THE SIGNATURE AND RAISED SEAL OLARORIM UVARGEO SJINETIAND AMPLER GRAPHIC SCALE b 0 ,5 DO SURVEYORS NOTES: ( W FEET ) C LEGAL DESCR1POON PROVIDED BY CLIENT L iac6 = 30 }t 2M1OMERBBHOW .Ex IS.SUN1GUGG THE CREEC,EOOSE OF THIS PARCELLSTESIDENTNL, THE MININUMREur EDMT EACWMCYroRTMSB^AMDMY SURGEYISIEODTINT.NEEET. &SEPTICTANKASANDW USIFSMOVWIAREPROW TELOCATOxs ONGR1MM1 FEI VMS BYCONT Tp FUP CCWECT POSRONMiDSEPnM.UNDERGRONNDUTEITIEGORROOTBRSHAVEWTMENLCCI.TE . &BEARINGSAHDDISr ESSHOWNHEREONSUBSTANTWIY EEWf EP TUNLEss ER ENOTED. EMINESSHVWNARE BASED UPON THESOUTH RIGHTOFWAY 4NEOFCENWMEAVENUE0.45W,Nl ONTH TOF SEBASTNN HIGHLANDS UNIT MUCESLALSEDANCIL B. ALL NGHT54c.WAY SHOWN HEREON ARE WEN TO TRAVEL UNLESS OTHERMSE NOTED. U THIS MAP MAY HAVE BEEN REDUCED IN SIZE BY INTRODUCTION, MIS OUST BE CCNYMREO W HEN OBTANNG SCH ED Dai. RN VOYNTHOUT ADDITIONS ORDEETIONS C THHIS IENT. SURVEY BY OTHER THAN ME BENNG PRCEES9PWL SURVEYOR AND BANNER 5 MNITTE11. ACCORDING TO THE FROGRAt FLOOD INEURANIUD IF MUCE HOLDER V.ICGH DTHAVINGAN EFFECTIVE DATE OF DECEMBER 4. All THIS PROPERTY LEE WITHER ZONE C WTI BV4C4LL NOULD ZdAOMEA z ALL DISTANCE SHOWN HEREON ARE HOHxLNTAL GROUND CISTANCES SAO AVE REFERENCED TO ULL RADICAND LEASOF N.S. SURVEY FEET, _i ELEvaTK4._..__.._.____ EIRC b_VV AP1.xLP...,�IAL=CALCU'-- .CHAIN UNAF. -SIrEGEPoW'oi REFERENCE o =WOOD GUILTY IX%[ = W. ENCE R -PEW INr FFWEi=P 'UENOF o1MV1EEfEVAnox ® aExlsr xcwELL E ' ur ANCHOR = CURVE NUMBER a .TOFDF HM9t ®_ Y -EL RC TRANSFDRNER - ANN CTW--=ORM UP TNENDENCY� Sf-s.C. FOOT Er - ^-roEC£sI.DPE CAnw-ADD ILET FIT 1.11-IEEax1;=[ RPnvEMENr ®-.L.R.U.H.Is ./0�.- LEPHONE.UNCTON AGE ._ ,GVEHEAD VIRES ®= y =LIDNr Pa.E _ DC=FGJNDNA AGO O YL. EDP CUT CE RRELINC FGAU CATCH BEGIN CM CONCRETE MONUMENT _. ___E: ---._=BUILDING serencKlwB s w/u LLlgv6 BANE O .m R 1ti0AA SURNB.. Surveying and Mapping, LLC M BP., TlopHE 4690 1.1scom'b Street NE, Suite 6A Palm Bey, FL 32905 321-914-3978 S/B9'32-31" W BU.UU FOUND 1/2' (` RON ROD NO IDENTRLAT W 100 FL DRIP.4 PDL EA, AIID L/uH/ CONPANB EASEIdEPI/ 8 THE NOT VALID WNHOUT THE SIGNATURE AND RAISED SEAL OLARORIM UVARGEO SJINETIAND AMPLER GRAPHIC SCALE b 0 ,5 DO SURVEYORS NOTES: ( W FEET ) C LEGAL DESCR1POON PROVIDED BY CLIENT L iac6 = 30 }t 2M1OMERBBHOW .Ex IS.SUN1GUGG THE CREEC,EOOSE OF THIS PARCELLSTESIDENTNL, THE MININUMREur EDMT EACWMCYroRTMSB^AMDMY SURGEYISIEODTINT.NEEET. &SEPTICTANKASANDW USIFSMOVWIAREPROW TELOCATOxs ONGR1MM1 FEI VMS BYCONT Tp FUP CCWECT POSRONMiDSEPnM.UNDERGRONNDUTEITIEGORROOTBRSHAVEWTMENLCCI.TE . &BEARINGSAHDDISr ESSHOWNHEREONSUBSTANTWIY EEWf EP TUNLEss ER ENOTED. EMINESSHVWNARE BASED UPON THESOUTH RIGHTOFWAY 4NEOFCENWMEAVENUE0.45W,Nl ONTH TOF SEBASTNN HIGHLANDS UNIT MUCESLALSEDANCIL B. ALL NGHT54c.WAY SHOWN HEREON ARE WEN TO TRAVEL UNLESS OTHERMSE NOTED. U THIS MAP MAY HAVE BEEN REDUCED IN SIZE BY INTRODUCTION, MIS OUST BE CCNYMREO W HEN OBTANNG SCH ED Dai. RN VOYNTHOUT ADDITIONS ORDEETIONS C THHIS IENT. SURVEY BY OTHER THAN ME BENNG PRCEES9PWL SURVEYOR AND BANNER 5 MNITTE11. ACCORDING TO THE FROGRAt FLOOD INEURANIUD IF MUCE HOLDER V.ICGH DTHAVINGAN EFFECTIVE DATE OF DECEMBER 4. All THIS PROPERTY LEE WITHER ZONE C WTI BV4C4LL NOULD ZdAOMEA z ALL DISTANCE SHOWN HEREON ARE HOHxLNTAL GROUND CISTANCES SAO AVE REFERENCED TO ULL RADICAND LEASOF N.S. SURVEY FEET, _i ELEvaTK4._..__.._.____ EIRC b_VV AP1.xLP...,�IAL=CALCU'-- .CHAIN UNAF. -SIrEGEPoW'oi REFERENCE o =WOOD GUILTY IX%[ = W. ENCE R -PEW INr FFWEi=P 'UENOF o1MV1EEfEVAnox ® aExlsr xcwELL E ' ur ANCHOR = CURVE NUMBER a .TOFDF HM9t ®_ Y -EL RC TRANSFDRNER - ANN CTW--=ORM UP TNENDENCY� Sf-s.C. FOOT Er - ^-roEC£sI.DPE CAnw-ADD ILET FIT 1.11-IEEax1;=[ RPnvEMENr ®-.L.R.U.H.Is ./0�.- LEPHONE.UNCTON AGE ._ ,GVEHEAD VIRES ®= y =LIDNr Pa.E _ DC=FGJNDNA AGO O YL. EDP CUT CE RRELINC FGAU CATCH BEGIN CM CONCRETE MONUMENT _. ___E: ---._=BUILDING serencKlwB s w/u LLlgv6 BANE O .m R 1ti0AA SURNB.. Surveying and Mapping, LLC M BP., TlopHE 4690 1.1scom'b Street NE, Suite 6A Palm Bey, FL 32905 321-914-3978 WL has *111ties in the area of this property �? and must maintain access for repairs and or anhancemenis. FPL will not be responsible 7t for damage to custcmer's properly In lhaa r aeomar.,. C I1dIV18. 4 DriPA(� (AND � BUILDING G DEPARTMeN7 1225 MAIN STREET • SMA8TI TELEPHONE: (772) 589-5537 • FAX (772) 589-2866 TO: All Utilities TRACKING# ZOIUN{--, �)C�l FROM: WAYNE ESELTINE BUILDING OFFICIAL SUBJECT: ® Concrete Located Within Easements Fence Located Within Easements ® Decks Located Within Easements Retaining Walls Located Within Easements The below "'st�r�(�ha-A�-r^ named applicant is requesting permission to locate one of the above checked within a public drainage and utility easement. Attached is a site plan to show the proposed location. Signature below represents no objection to location of the request within the easement. Signature does not, however, vacate the easement. The applicant understands and agrees that the placement of the easement request within the drainage and utility easements may require removal under circumstances as follows: 1. If a public or governmental utility determines it needs to replace, repair or maintain utilities in the easement. 2. The lot owner's placement of any structures in the easement cannot unreasonably interfere with drainage, either on neighboring properties or with the City's use of the easement area for drainage Lot 35' Block 4Ra, Unit Subdivision ziWmw�LAVAg Owner Dom -. 2/4V1$ Address a01 1 /!wA-2E lE Survey/Site plan attached t/ M •y -y]" •}"' y] 2t .. a _k- AT&T (Kirk Walker) 3300 Okeechobee Rd., Ran 237, Ft. Pierce, 34947 Phone: 1-772.460.4460 Fax:l-772-066.5651 FL Power & Light (Patricia Btardinetlt) I E 3301 Orange Ave., Fort Pierce 34947 Phone: 1-800-343.7941 B -mall Request COM CAST (Anthony Costa) 940 126 St., Vero Beach 32960 Phone: 567-3473 Fax: 772 778-9635 I.R. County Utilities (Kevin Osthus) 1840 25th St., Vero Beach 32960 Phone: 567-8000 x 824 E-mail Request t 1 1331S 3iniosev I La wweul'Mx dA L cwau, v�Hv3a aa� � �u1 anv3 As, u __ _ _______ _ -l- ---- k� aoaa aea o 6g . wMtE I I �41(um F �=I g 1µro I qg Y N A ul 1 3 3 I I 00 I La wweul'Mx dA L cwau, v�Hv3a aa� � �u1 anv3 As, w w r___________ __ _ _______ _ -l- ---- k� aoaa aea N I I �41(um � m_ �=I CB --mm- I . I I I I 00 l'%mI AY, I § i ro 1. F --M�©sM 1•. r I I I �yj A n � F I I F m I I a� r K'. w w r___________ __ _ _______ _ -l- ---- k� aoaa aea N I I �41(um � m_ �=I CB --mm- I . I I I I 00 l'%mI AY, I i ro F --M�©sM I I I �yj A n p I gZZZLg m I I w w 5 a� zm` LL �41(um �=I CB --mm- . --M�©sM 5 a� zm` LL 5 I Tr ALAN — L-1t�S7 iN,s— T� Lc) l �wLAIOA-P—c T. 3, t .a ay.- 3o LBA -r. is e. Qe+ a v J GOIGeI Ra it zlStM Page 1 of 1 AX, i k • � 1 1 ' t 1.5� �a i S l q��i•1: i� s-.^ .. 7• ��- http://www. irepa.org/UserControlsIDefault.piex?ResourceType—Photos& Website=IndianRi... 4/6/2015 fJAIl `Rt YS J n.; J 6 3 r .LL x 11 cuyef SEAT HOME OF PELICAN ISLAND BUILDING DEPARTMENT 1225 MAIN STREET •:SEBASTIAN, FLORIDA 32958 TELEPHONE: (772)--589-5537 •:FAX (772):589-2566 OWNER/BUILDER PERMIT APPLICATION ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO FS 713.135 PERMIT # - 6�7 -6 1 TRACKING #I ! )Ma -)4& I DATE: INDIAN RIVER COUNTY PARCEL ID # 3I3 `iD 700®0 IY9 Z bO150. fl.ORECEIVED Y: LOT: -35 BLOCK: _T 9 ` SUBDIVISION: -SGOfl5" I61A UvkjAj 5FLOOD ZONE: TYPE OF WORK: NEW EXADDITION = ALTERATION 0 REPAIR Q DEMOLITION 0 WORK INCLUDES: STRUCTURAL �? ELECTRICAL Q PLUMBING [ MECHANICAL � ROOFINGN OTHER X WORK DESCRIPTION: COji5 rVc-A Gam` Z XZS, SFLeE'I YJo dC'A-i ()-&,L CUAcOt-+-e ula6 AA) w; 4\ QQ1j P- TrtA,,t 1-� ide� 0u5,� ESTIMATED JOB VALUE: $—a 6045 TOTALS/F 650 UNDER AIR D JOB NAME: JOB ADDRESS: JJ PROPERTY OWN 'S NAME: b@ rc k -Oct V Is PHONE: i 21 5t Z—ZS3 ADDRESS: 20 LAW E- U>? CITY/STATE: ZIPCODE CONTRACTOR: LICENSE #: ADDRESS: PHONE: CITY/STATE: ZIP CODE ARCHTFECT/ENGBNEER: PHONE: ADDRESS: CITY/STATE:j - ZIP CODE: PRESENT USE: -V /A PROPOSED USE: Rab6y Gd�_ OCCUPANT LOAD:_ NUMBER OF: STORIESF-7'1 BAYS= UNITS= BEDROOMS= HEIGHT UlIr^ TYPE OF CONSTRUCTION: SftG I OCCUPANCY TYPE: AREA IS THE BUILDING PRESENTLY EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM? YES = NO BONDING COMPANY: PHONE: ADDRESS: CITY/STATE: MORTGAGE LENDER PHONE: ADDRESS: CITY/STATE: FEE SIMPLE TITLE HOLDER: PHONE: ADDRESS: CITY/STATE:- [ 11 PERMIT # SUB -CONTRACTOR SUMMARY TRACKING # bC U 3 will be using the following sub -contractors (Company/Individual Name) for the project located Z61 . LJ6_ (Street Address) It is understood that ALL sub -contractors are required to be licensed regardless if a Separate permit is required. If there are any changes in status regarding the participation of the sub -contractors listed below, I will immediately advise the City of Sebastian Building Department. ELECTRICAL CONTRACTOR: PHONE # PLUMBING CONTRACTOR: PHONE# MECHANICAL CONTRACTOR: PHONE # ROOFING CONTRACTOR: PHONE# LICENSE LICENSE LICENSE OTHER CONTRACTOR: l. �+� l�`y PHONE# (7 I 3 31_ 3` 5 2_ LICENSE #-C , 63, 3 Z 3 NOTE: THE ABOVE CONTRACTORS ARE REQUIRED TO PULL BUILDING PERMITS AND SHALL BE REQUIRED TO SUBMIT A "SUB -CONTRACTOR PERMIT APPLICATION" PRIOR TO ISSUANCE OF THE MASTER PERMIT. APPLICATION IS HEREBY MADE TO OBTAIN A PERMIT TO DO THE WORK AND INSTALLATIONS AS INDICATED. I CERTIFY THAT NO WORK OR INSTALLATION HAS COMMENCED PRIOR TO THE ISSUANCE OF A PERMIT AND THAT 41-1- WORK WILL BE PERFORMED TO MEET THE STANDARDS OF ALL LAWS REGULATING CONSTRUCTION IN THIS JURISDICTION. I UNDERSTAND THAT A SEPARATE PERMIT MUST BE SECURED FOR ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS AND AIR CONDITIONERS. ETC. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. A CERTIFIED COPY OF THE RECORDED NOTICE OF COMMENCEMENT SIGNED BY THE OWNER, SHALL BE FILED WITH THE PERMITTING AUTHORITY IF THE VALUE IS $2,500 OR MORE, EXCEPT HEATING OR AIR CONDITIONING CHANGE OUTS LESS THAT $7.500. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS. STATE AGENCIES. OR FEDERAL AGENCIES. ANY CHANGE IN BUILDING PLANS OR SPECIFICATIONS MUST BE RECORDED WITH THIS OFFICE. ANY WORK NOT COVERED ABOVE MUST HAVE A VALID PERMIT PRIOR TO STARTING. IN CONSIDERATION OF GRANTS, THIS PERMIT, THE OWNER, AND THE BUILDING CONTRACTOR AGREE TO ERECT THIS STRUCTURE IN FULL COMPLIANCE WITH THE BUILDING AND ZONING CODES OF THE CITY OF SEBASTIAN. NU I t: 1 H16 NtKMI I APPLICATION IS VOID AFTER 180 DAYS UNLESS THE WORK, WHICH 1T- COVERS, HAS COMMENCED. ALL CONTRACTORS MUST HAVE A VALID STATE CERTIFICATION, STATE REGISTRATION, OR COUNTY COMPETENCY -PLUS A COUNTY—WIDE LICENSE PRIOR TO OBTAINING PERMIT- OWNER/AGENT SIGNATURE �-->PCQ�< \. �2)av; S PRINTED NAME OF OWNER/AGENT )ATE: 3 l •'r Individuals who sign as the owner's agent must fust obtain owner's written authorization to sign on their behalf " OF FLO TY OF e fore iNtrument, was acknowledged before me this day of 2016 by e LW 1 > personally known or who has produced identification. Type of rirntifi'rafinn n ri wpd n 1/� / Public Notary Seal M 3� GrYOF 5E r, HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT Site Plan Review Staff Report 1. Project Name: O'Reilly Auto Parts 2. Requested Action: Approval of a site plan consisting of a 6,972 SF retail building along with required parking, stormwater, and landscaping. 3. Project Location a. Address: 220 Sebastian Boulevard b. Legal: Lot 2, Rohm Commercial Subdivision Replat, as recorded in Plat Book 26, Page 83, of the public records of Indian River County, Florida C. Indian River County Parcel Number: 31-39-07-00006-0000-00002.0 4. Project Owner: O'Reilly Automotive Stores, Inc. Corporate Offices 233 South Patterson Springfield, Missouri 65802 (417) 862-2674 5. Project Agent: Mr. Logan Hayes Esterly, Schneider & Associates, Inc. AIA 1736 E. Sunshine, Suite 417 Springfield, Missouri 65804 (417) 862-0558 6. Project Engineer: Mr. Thomas Rose, P.E., Project Manager Cardno TBE 7606 Whitehall Executive Center Drive, Suite 800 Charlotte, NC 28273 (704) 927-9700 7. Project Surveyor: Mr. James W. Newberry, PSM State of Florida License #5788 Donaldson, Garrett & Associates, Inc. Macon, Georgia 31210 1 8. Project Description a. Narrative of proposed action: The applicant is requesting site plan approval for a 6,972 SF retail building to be located at the northeast corner of eastbound Sebastian Boulevard and Wimbrow Drive on a portion of Rohm Commercial Plat, adjacent to the Sherwin Williams Paint Store. Access to the site will be from Wimbrow Drive. Stormwater drainage for the site will connect to the master stormwater system for the entire commercial subdivision, which has already been constructed during the subdivision process. Parking and landscaping will also be provided along with a connection to water and wastewater service through Indian River County Utilities. Q C. C Current Zoning, Future Land Use and Overlay District: 1. Zoning: CG (Commercial General) 2. Future Land Use: CG (Commercial General) 3. Performance Overlay District: Sebastian Boulevard Triangle (Riverfront) Adjacent Properties Site Characteristics (1) Total Acreage: .83 acres (2) Current Land Use(s): Vacant Future Land Use (3) Soil: Imokalee, Myakka 60% of site is fill material (from lake infill & subdivision construction) (4) Vegetation: (5) Flood Hazard: (6) Water Service (7) Sanitary Sewer Service: Pine trees, grass Zone X CG CG C512 CG Indian River County Utilities Indian River County Utilities Zoning Current Land Use North: CG Sherwin Williams East: CG vacant South: C512 Medical office West: CG Retail Plaza w/restaurant Site Characteristics (1) Total Acreage: .83 acres (2) Current Land Use(s): Vacant Future Land Use (3) Soil: Imokalee, Myakka 60% of site is fill material (from lake infill & subdivision construction) (4) Vegetation: (5) Flood Hazard: (6) Water Service (7) Sanitary Sewer Service: Pine trees, grass Zone X CG CG C512 CG Indian River County Utilities Indian River County Utilities (8) Parks: Riverview Park -.4 miles (9) Police/Fire: Indian River Fire - 1.6 miles Sebastian Police - .9 miles 9. Comprehensive Plan Consistency a. Future Land Use: consistent b. Traffic Circulation: consistent C. Housing: n/a d. Public Facilities: consistent e. Coastal Management: n/a f. Conservation: consistent g. Recreation and Open Space: consistent 10. Contents of Site Plan: a. lot configuration: provided b. finished ground floor elevation: Proposed - 22.70' C. contours and designating number of dwelling units: N/A d. square footage of site: provided - 365,027 e. building coverage: 6,972 SF = 19.3% (Maximum 30%) f. square footage of impervious areas and open area: Impervious 24,464 SF = 67.9% (80% maximum) Open 11,568 SF = 32.1% (20% minimum) g. setbacks: provided - in compliance with zoning regulations. 0 Minimum Setback Provided Front (Sebastian Blvd - eastbound) 6 10.43 Secondary Front (Wimbrow Drive) 6 95.33 Side (north) 5 71.08 Rear (east) 10 23.61 0 h. scaled drawings of the sides, front and rear of the building or structure: provided i. generalized floor plan indicating uses and square footage of each proposed use within each building or structure: provided j. Building exterior construction materials and color: provided k. building height: 28'1" (maximum 35) m n. location and character of all outside facilities for waste disposal, storage areas, or display: provided location and dimensions of all curb cuts and driveways: provided number of spaces with their location and dimensions: provided Parking Required: One space for 150 SF of retail floor area: 3,285 SF = 150 = 21.9 spaces One space for 1000 SF of storage area: 3,687 SF = 1000 = 3.69 spaces Parking Required: 26 spaces Parking Provided: 32 regular spaces 2 H/C spaces 34 spaces details of off-street parking and loading areas (including requirements of Article XV): provided all off-street vehicular surfaces available for maneuvering: provided surface materials: provided r. number of employees: not provided type of vehicles owned by the establishment: not provided If there is a combined off-street parking facility, required agreements: n/a Location of all pedestrian walks, malls, yards and open spaces: provided location, size, character, and height or orientation of all signs: Location only provided. Detail to be provided with building permit application. 0 W. location and character of landscaped areas and recreation areas: provided X. location, design and character of all public, semi-public, or private utilities: provided Y. location, height and general character of perimeter or ornamental walls, fences, landscaping: provided Z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: Master stormwater system installed during the subdivision construction. Applicant has provided approval from SJRWMD for the site's connection. aa. location of existing easements and right-of-way: provided bb. Land survey with complete legal description prepared and certified by a registered surveyor: provided CC. Verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property: provided 11. Site location and character of use: provided 12. Appearance site and structures: a. harmonious overall design: Yes b. location and screening of mechanical equipment, utility hardware and waste storage areas: provided C. commercial and industrial activities conducted in enclosed buildings: Yes d. exterior lighting: provided 13. Access, internal circulation, off-street parking and other traffic impacts: a. internal circulation system design and access/egress considerations: provided b. separation of vehicular and pedestrian areas: provided 14. Traffic impacts: Provided. A full traffic impact analysis study and statement are on file. The project does not decrease the LOS for Sebastian Boulevard or Wimbrow Drive and therefore does not warrant offsite improvements. 5 15. Open space and landscape (including the requirements of Article XIV): a. Name, address and phone number of the owner and designer: provided b. North arrow, scale and date, minimum scale of one inch equals fifty (50) feet: provided C. Property lines, easements, and right-of-way with internal and property line dimensions: provided d. Location of existing or proposed utility service: provided e. Location and size of any existing or proposed structures: provided f. Location and size of any existing or proposed site features, such as earthen mounds, swales, walls and water areas: provided — gravity wall along Sebastian Boulevard g. Location and size of any existing or proposed vehicular use area: provided h. Location and size of any existing or proposed sidewalks, curbs, and wheel stops: provided I. Location of sprinkler heads, hose bibs, or quick cupplers and other information on irrigation: Irrigation system will be provided. Location of sprinkler heads will be field designed. Calculations of required type, dimensions and square footage of landscape materials and of required landscape areas, including: total site area, parking area, other vehicular use area, percentage of non- vehicular open space, perimeter and interior landscape strips, and required number of trees: provided k. Location of required landscape areas and dimensions: provided Location, name, height and size of all existing plant material to be retained: provided - three (3) tree credits M. Location, size, height and description of all landscape material including name, quantity, quality, spacing, and specified size and specification of all plant materials: provided n. Height, width, type, material and location of all barriers of nonliving material: provided n. o. Location, dimensions and area of landscaping for freestanding signs: provided P. Show all landscaping, buildings, or other improvements on adjacent property within five (5) feet of the common property line: provided q. Riverfront Overlay District special landscape requirements: The applicant has requested a waiver from the Overlay District's landscape requirements. This request is detailed in separate charts attached to this report. 16. Required screening of abutting residential and nonresidential uses: n/a 17. Flood prone land and wetland preservation: n/a 18: Surface water management: provided 19: Available potable water: Indian River County Utilities 20: Wastewater service: Indian River County Utilities 21: Soil erosion, sedimentation control and estuary protection: provided 22. Performance Overlay District Requirements: provided 23. City Engineer's review: Applicant has addressed all engineering comments. 24. Additional considerations: The following agencies/staff have reviewed the site plan. Unless otherwise noted, all comments have been addressed. Indian River County Utilities Department Indian River County Fire Department Environmental Health St. Johns River Water Management District Indian River County Traffic & Engineering Sebastian Police Department Sebastian Building Director The environmental study that was submitted with the application was dated 7/2013. A current study has been requested. The project agent has stated an updated report is underway. During the Rohm Commercial Subdivision platting, Indian River County requested that a 10 foot easement be granted to them along CR512 for maintenance of the existing drainage structures and ditch. The applicant's landscape buffer along CR 512 overlays the easement, and as such, required 7 25. 9.1 approval from IRC for the trees and hedges that would be planted within the easement. Initially, there was concern from the county regarding the existing grade of the easement, which is sloped, supporting the landscaping and effects on the drainage. The applicant proposed constructing a gravity wall to run most of the length of the buffer and supplied the requested details for the county's review. The county has granted approval with the following conditions: • A IRC Right -of -Way permit must be obtained and issued prior to work in the County ROW • IRC shall be represented at the required pre -construction meeting • IRC shall be informed of when work will start in the ROW • Drainage shall be maintained with proper erosion control at all times • The engineer of record shall provide an inspection and coordinate the wall installation within the ROW • Additional IRC inspections will be coordinated at pre -construction meeting. • An as -built of the improvements within the ROW shall be provided prior to final inspection and acceptance by the County Also, per the Overlay District requirements, individual walls shall match the building's style and materials. Since this wall will be very visible, staff has requested the gravity wall be stucco'd and painted to match the building's brown trim color. The applicant has added this note to the site plan on Sheet C7. The applicant is requesting waivers from the Riverfront Overlay District's landscaping requirements for foundation planting, understory trees, and the additional canopy trees. The attached charts indicate the number of plants the waivers would dismiss. The materials being planted will meet the Overlay District's size requirements. For consideration, the adjacent Sherwin Williams site is similar in size [.80 acres vs. .83 acres] and comparable in building size [6100 SF vs 6900 SF]. All requirements of the Riverfront Overlay District's landscaping regulations were met including the foundation plantings. After review of other recently approved site plans along CR 512, staff recommends the Commission consider requiring a portion of the required understory trees be planted within the buffers along the street rights -of -ways. Staff Conclusion: The proposed site plan is consistent with the Comprehensive Plan and the Land Development Code. The landscape plan will require a waiver. Recommendation: Hold public hearing regarding the proposed site plan and landscape waiver. H Staff recommends approval of the O'Reilly Auto Parts site plan, with the following conditions: 1. Receipt of an updated environmental study or a statement letter from the consultant that the information in the outdated study is still valid. 2. The proposed gravity wall in the CR512 Drainage and Maintenance Easement complies with Indian River County's conditions of approval as noted above and in the email correspondence dated 4/7/15 from Mr. David Hays, Land Development Manager, IRC Engineering Dept. Grant of landscape waiver as requested, or as modified by the Planning and Zoning Commission. If waiver is denied, or additional landscaping is required, a revised landscape plan must be submitted. An additional 27 shrubs are to be planted in the perimeter to meet the standard landscape code. C-., s PREPARED BY DA E O'Reilly Auto Parts Standard Landscape Code Standard Landscape Specifications: 1. Canopy trees to be minimum 8' with minimum diameter of 1.5" DBH. 2. Perimeter landscape scrubs to be minimum 36" at planting. The landscape plan provides 188 perimeter landscape shrubs, which is a reduction of the requirement by 27 shrubs. Since this requirement is part of Article XIV, Tree Protection and Landscaping of the Sebastian Land Development Code, a waiver cannot be granted by the Planning and Zoning Commission. If O'Reilly Auto Parts wishes to reduce this requirement, they will need to apply to the Board of Adjustment for a variance. Standard Unit Amount Required Amount Proposed Shortage Canopy Trees: Street front perimeter 1/25' South 200 LF 8 8 West 160 LF 7 7 Other perimeters 1/35' North 100 LF 3 5 East 180 LF 6 9 Off Street Parking 1/5 spaces 34 spaces 7 7 Open Space 1/2000 SF 11,568 SF 6 6 Total Canopy Trees 37 42 Perimeter shrubs: 36" O.C. proposed South 200 LF 67 West 160 LF 54 North 100 LF 34 East 180 LF 60 Total Perimeter Shrubs 215 188 27 Standard Landscape Specifications: 1. Canopy trees to be minimum 8' with minimum diameter of 1.5" DBH. 2. Perimeter landscape scrubs to be minimum 36" at planting. The landscape plan provides 188 perimeter landscape shrubs, which is a reduction of the requirement by 27 shrubs. Since this requirement is part of Article XIV, Tree Protection and Landscaping of the Sebastian Land Development Code, a waiver cannot be granted by the Planning and Zoning Commission. If O'Reilly Auto Parts wishes to reduce this requirement, they will need to apply to the Board of Adjustment for a variance. O'Reilly Auto Parts Riverfront Overlay District Landscape Code Riverfront Overlay District Landscape Specifications: 1. Canopy trees to be minimum 12' with minimum 6' spread at planting. 2. Perimeter landscape shrubs to be minimum 36" at planting. 3. Foundation shrubs to be minimum 24" at planting. The applicant is requesting a waiver to reduce the landscape requirements by 21 canopy trees, 41 understory trees and 482 foundation shrubs. The perimeter shrubs cannot be reduced by a waiver. Standard Unit Amount Required Amount Proposed Shortage Canopy Trees: All perimeters 5/100' South 200 LF 10 8 West 160 LF 8 7 North 100 LF 5 5 East 180 LF 9 9 Off Street Parking 1/5 spaces 34 spaces 7 7 Open Space 1/2000 SF 11,568 SF 6 6 Foundation Canopy 1/7 LF 127 LF 18 Total Canopy Trees 63 42 21 Understor Trees: All perimeters 6/100' South 200 LF 12 West 160 LF 10 North 100 LF 6 East 180 LF 11 Foundation Understory 1/10 LF 127 LF 8 6 Total Understory Trees 47 6 41 Perimeter shrubs: 36" O.C. South 200 LF 67 West 160 LF 54 North 100 LF 34 East 180 LF 60 Total Perimeter Shrubs (36") 215 188 27 Foundation Shrubs (24") 3/10 SF 1908 SF 572 90 482 Riverfront Overlay District Landscape Specifications: 1. Canopy trees to be minimum 12' with minimum 6' spread at planting. 2. Perimeter landscape shrubs to be minimum 36" at planting. 3. Foundation shrubs to be minimum 24" at planting. The applicant is requesting a waiver to reduce the landscape requirements by 21 canopy trees, 41 understory trees and 482 foundation shrubs. The perimeter shrubs cannot be reduced by a waiver. OYOF SEBASTINN HOME OF PELICAN ISLAND City of Sebastian Development Order Application Permit Application No. Applicant if not owner, written authorization notarized from owner is required) Name: a Lot Block: I Oocca 4J LiL '( �e�o7i�' �7n •S in/(� Address: 0000s- -Oona - �Q? 1 •� Zoning Classification: C Phone Number: (411) 86 a af. FAX Number: ( ) - E -Mall: ,S•Cnr..r. s �Oft;,�. c�vl�o.CoM E}wner if different from applicant) Name: Address: Phone Number ( ) FAX Number: { E -Mail: Title of permit or action requested: S t 'rG RY P4.es./Aw.. PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING. COPIES OF ALL MAPS, SURVEYS, DRAWINGS, ETC, SHALL BE ATTACHED AND 15-1J2" BY 11" COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM. A. Project Name (if applicable): B. Site Information Address: a a,O sCCrii'sS7re�N �VVD Lot Block: I Oocca Unit Subdivislon: L o000s Indian River County Parcel #: 313 tion"- 0000s- -Oona - �Q? 1 •� Zoning Classification: C Future Land Use. °^"rsERcRL, Existing Use: Proposed Use: INL ANT L.,.. •.i. l� l w �. Detailed description of proposed activity and purpose of the requested permit or action (attsoh extra sheetv If necessary): Reif -m- /aln-ro Prr&vt Sal ci DATE RECEIVED:� f l � � FEE PAID: $ Jaoo. (50 RECEIVED BYE � I U'3"� Permit Application No. D. Project Personnel: Agent: Name; Address Phone Number: ( ) FAX Number, { ) E -Mail: Attorne . Name: Address Phone Number: ( ) FAX Number; ( ) E -Mall: Engineer: Name: / C. AiCp`./o Address 6 r O6 LJ Flt TZ tj R� r E-X11;C"71✓v. �r.iTs.1e. CIiR 4a.��-iL L Phone Number: ('}oy) y J -a Number; 3 a } > le 1- 3 E -Mail T{- 1 o M, r o CK L A Lary� Surveyor: Name: yIr�� _ ■.J' Y cV Qi,R.It Address `t B _I -s' Phone Number. (444) q I -q S-3 fO FAX Number. N 4 V - J% E -Mall; 'wndkd -a4Lar, BEING FIRST DULY SWORN, DEPOSE AND SAY THAT:is I AM THE OWNER I AM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATION, AND THAT ALL THE INFORMATION, MAPS, DATA ANDIOR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCUR RUE a THE BEST OF MY KNOWLEDGE AND BELIEF. NATURE DATE SWORN TO AND SUBSCRIBED BEFORE ME BY S co++ Kr(wj WHO IS PERSONALLY KNOWN TO NE OR PRODUCED AS IDENTIFICATION, THIS 2 DAY OF S Pnn--i/-e4,b e,r ��/,�20n�Ii � NOTARY'S SIGNATURE I \ vi�D(A. Y y IC ta,i PRINTED NAME OF NOTARY COMMISSION NoJEXPIRATION _.3L&iu aOt2 Iqu.1 9 13 1 SEAT_ Notary PuWlc - N aYry Seal STATE OF MISSOtytyURI My CommiCshsan EXPiresUJub 24, 2018 CommiaslalaKt4629 39 Permit Application No.___ The following is required for all comprehensive plan amendments, zoning amendments (Including rezoning), site plans, conditional use permits, special use permits, variances, exceptions, and appeals. VANE, X THE OWNER(S) I _ THE LEGAL REPRESENTATIVE OF THE OWNERS) OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE �-LR BOARDICOMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY M CONNECTION WITH MY/OUR PENDING APPLICATION. IIWE HEREBY WAIVE ANY OBJECTION OR DEFENSE UWE MAY HAVE, DUE TO THE QUASI-JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARD/COMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MY/OUR PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING. THIS WAIVER AND CONSENT IS BEING SIGNED BY MEIUS VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIEC, OR PROMIS fDE 4 ANY EMPLOYEE, AGENT, CONTRACTOR OR OFFICIAL OF THE CITY OF SEBASTIAN. SIONATU E DATE Sworn to and subscribed before me by 5Co+a— k r u s who is personally known to me or produced as identification,this _7 dayof Sk�pAj hem ,20t4. Nolery's Signature Printed Name of Notary 6L4CeZ4 Commission No./Explration 9 Seal: M NDI MCCOY Notary Public— Notary Sea` STATE Or Wq,90t IR; t/ t!y Cam+rrar.m:. ?v:�r July . My 2018 APPLICATION FEES ARE @STABLISHED BY RESOL CITY'S CONSULTING ENGINEER REVIEW (WHEN APPLICANT. TION OF CITY COUNCIL. ADDITIONAL FEES FOR THE REQUIRED) WILL BE THE RESPONSIBILITY OF THE V5 3 ACKNOWLEDGMENT DATE Permil Application No. Supplemental Information N %%OfFFMANMANI) Site Plan Approval 1. Site size in acres or square feat: O gd a 1 2. Area of impervious surface in square feet: A N L -t 6 y S r mac, 3, Area of pervious surface in square feet: K a. TWELVE complete sets of site plan with lot configuration, finished ground floor elevations, contours and designated number of dwelling units, and setbacks to scale indicating compliance with regulations. (Two sets must be sealed.) X b. A scaled drawing of the sides, front and rear of the building or structure, generalized floor plan indicating uses and square footage of each proposed use within each building or structure, building exterior construction material and color, and building ridgeline height. X c, A surface -water drainage facilities plan certified by an engineer or architect registered in the State of Florida (3 SETS) ,Z d. TWELVE copies of land surrey with complete legal description prepared and certified by a registered surveyor. a, A traffic impact analysis, if required (3 SETS) X f. An erosion/sedimentation control plan (3 SETS). g. A copy of the landscape plan to meet the requirements of Article XIV, Tree Protection and Landscaping, or Article XXI Performance Overlay Districts. as stated in the Land Development Code. h. A verified statement showing each and every Individual person having a legal and/or equitable ownership interest in the subject property except publicly held corporations whose stock is traded on a nationally recognized stock exchange, in which case the name and address of the corporation and principal executive officers will be sufficient. Permit Application No. _,�( 5. The following information is required on all site plane: X a. Locate on the site plan and descrihe the character of all outside facilities for waste disposal, storage areas, or display. X b. Locate on the site plan and show the dimensions of all curb cuts and driveways, including the number of spaces with their location and dimension, details of off-street parking and loading areas, all off-street vehicular surfaces available for maneuvering, surface materials, number of employees and number and type of vehicles owned by the establishment, Any combined off-street parking facilities shall be submitted with an agreement specifying the nature of the arrangement, its anticipated duration, and signatures of all concerned property owners, G. Locate on the site plan all pedestrian walks, and height or orientation of all signs. X d. Locate on the site plan and describe the character of landscaped areas andlor recreation areas. e. Locate on the site plan and describe the design and character of all public, semi-public, or private utilities such as water and wastewater disposal facilities, underground or overhead alactric lines, gas transmission lines, or other similar facilities or services, f. Locate on the site plan and describe the height and general character of perimeter or ornamental walls, fences, landscaping, including berms and other required screening devices, and any other plans for protecting adjacent property owners. g. Locate on the site plan existing easements and rights-of-way. WEST ELEVATION CE1 {D42: ilY•i'a :4e OAERLYANO b'AUf0 PAR18 (INFARI c SOUTH ELEVATION CE5 SIGIUGE 19.O REILLYAND tY pUiO PAMS ISiACKED) EAST ELEVATION �GElj Scl FNORTH ELEVATION e -A vr.ia FINISH LEGEND: ■STOREFRONTAND BOLLARDS ROOF, GUTTERS, DOWNSPOUTS AND - FASCIA SHEMIN WILLIAMS 'SOFTER TAN'SW6141 NICHIHA FIBER CEMENT PANEL NICHIBOARD SERIES -CEDAR STYLE' FIELD PAINTED SHEMIN WILLIAMS 'LATTE' SMIN SHEMIN WILLIAMS 'KAFFEE'SW61N DARK BRONZE' GALVALHMeL CONST. N n FLOOR PLAN N CEt a Im-3•a N HMMS liil�� ar a 0 PH M, a w woo Qin OuC4 o o,�o RE^ rvvle DATE: 4.2414 REVISION 5.13.14 DpT- slsu 3 23.15 CEI oI 1 2 d Ln C C 0 N � p. v 00 0 zl Z. U E E U FIELD BLOCK ■ NICHIHA. .STUCCOAROUND SIGN ■STOREFRONTAND BOLLARDS ROOF, GUTTERS, DOWNSPOUTS AND - FASCIA SHEMIN WILLIAMS 'SOFTER TAN'SW6141 NICHIHA FIBER CEMENT PANEL NICHIBOARD SERIES -CEDAR STYLE' FIELD PAINTED SHEMIN WILLIAMS 'LATTE' SMIN SHEMIN WILLIAMS 'KAFFEE'SW61N DARK BRONZE' GALVALHMeL CONST. N n FLOOR PLAN N CEt a Im-3•a N HMMS liil�� ar a 0 PH M, a w woo Qin OuC4 o o,�o RE^ rvvle DATE: 4.2414 REVISION 5.13.14 DpT- slsu 3 23.15 CEI oI 1 2 d Ln C C 0 N � p. v 00 0 zl Z. U E E U R AFRO82015 IJ M ZONING CODE ZONING CLASSIFICATION: Go (GENERAL COMMERCIAL) PROPERTYAREA: (REFER TO SURVEY) PARKING SUMMARY REFER TO SHEET C6 FOR PARKING SUMMARY x„misi, , 1. REFER TO PROJECT MANUAL, SECTION 014516 -QUALITY CONTROL PROCEDURES, FOR ADDITIONAL REQUIREMENTS. 2. REFER TO STRUCTURAL DRAWINGS FOR SCHEDULE OF SPECIAL INSPECTIONS. IF INDICATED. 3. WHERE REQUIRED, THE OWNER SHALL PROVIDE THE SERVICES OF AN INDEPENDENT TESTING LABORATORY TO PERFORM TESTING AND SPECIAL INSPECTIONS INDICATED. (OS!(F FO ro - i yI S aJ I �S �'h y�( .. � (, ,g' �e•� �ry� ?1 MgE� � R ^� �`v �' �'`>z.� 1�'v �j��y w'a ¢moi mill M V+T ��� 4 yvx Y I M J`Y1% (OWNER OR TEIIAMW a�J40 pG�Q�� O'REILLY AUTOMOTIVE STORES, INC. CORPORATE OFFICES 233 SOUTH PATTERSON SPRINGFIELD, MISSOURI 65802 417-862-2674 PHONE NCLNaA°mU.'.Mti "'fYYl 1 ALL SIGNAGE AND SIGN DETAILS SHOWN ON THESE SHEETS ARE INFORMATIONAL ONLY AND APPROVAL OF THE SITE PLAN DOES NOT CONSTITUTE APPROVAL OF ANY SIGNAGE SEPARATE BUILDING AND ZONING REVIEWS ARE REQUIRED RECEIVED APR 0 9 2015 City of Sebastian Community Development DO TBE D Pa Plan BW.. SuIR 3DO. Cleary te[ FloWa. 33758 tWlYl MN ba... -727.531.3505 CeM to OAUhc1 Wn No. 3843 Com"' I DATE: b-1 15 REVISION 03-25-15 DATE: CTI of I SHEET NUMBERIN SHEET NAME CT1 CNILCOVERSHEET SV7 SITE SURVEY -_--- (FOR REFERENCE ONLY) C1 GENERALNOTES C2 GENERAL NOTES C3 SWPPP C4 EROSION CONTROL DETAILS C5 DEMOLITION PLAN CB SITE DEVELOPMENT PLAN C7 SITE GRADING PLAN CB SITE UTILITY PLAN C9 SITE DETAILS CIO CONSTRUCTIQN DETAILS C11 FOOT DETAILS C12 FOOT DETAILS C13 CONCRETE JOINT DETAILS C14 CONCRETE JOINT DETAILS C15 CONCRETE PAVEMENT JOINTS C16 DRAINAGE DETAILS C17 UTILITY DETAILS C18 UTILITY DETAILS C19 _ GENERAL INFORMATION C20 LIFT STATION DETAILS 11 LANDSCAPE PLAN 12 IRRIGATION COVERAGE PLAN L3 DETAILS L4 IRRIGATION DETAILS Al FLOOR PLAN AS EXTERIOR ELEVATIONS SL1 SITE ELECTRICAL PLAN RECEIVED APR 0 9 2015 City of Sebastian Community Development DO TBE D Pa Plan BW.. SuIR 3DO. Cleary te[ FloWa. 33758 tWlYl MN ba... -727.531.3505 CeM to OAUhc1 Wn No. 3843 Com"' I DATE: b-1 15 REVISION 03-25-15 DATE: CTI of I TREE CHART MAP OF BOUNDARY & TOPOGRAPHIC SURVEY ' vuN 9 s" FVF n P ax IS n' mr u a" MX a x FLOOD ZONE BENCHMARK INFORMATION - FW7dro 1 W nK 1° N. lYE re r5' PK m If NO, N I Y,GV/A 1z Y a1N 1 W ML II 6 MC 19 11" M 17 d TAF 35 0" YM'A6d fS f OM ATOOAC A NNIPAL ddaNLY Y GEIVOF AMNCY 1010) OOQV MAA¢E L W B VOLWPoIMA nYE LKAIFB A r n.0 NnnSiCMW o' I IS IYE 11 V H£ A .. W6 Pfi 11" . F I rRMYlRrlr N f" AM XR1dJNdbKAm S81.54W&IQ 5 8" Po.E IJ rP FPE aI C Rf e9. IV 19C J] 1 YAgHq 15 1" 0.W RPOPIZ DO IROTNA4Wn./Po. IASIC)IIIH DnCMFM 2�TQ18FR rL flm-1113' Y/16fOAA 6' n'F 11 C RY ffi 6 m ]0 IS' FIff N ( ow. YM/rE b f" Iwgq'/A 0.8»2 MS FFMExn IYTMIPK Y"/AU'IXIWIflfD It IT WI.Vll 116 2MRIOXV Off I W OF rAE HO4UOT LTA It LW Nt LISIL¢V s azsAwlwL W.wT nam,w uWo W wAw3e veomxa. ] 11" MF IS 6" W6 ZJ lY FPC JI P CNAYIRR£ 2WICf MYLB6 a'S WNWOW D/tlK e la" PJff I6 P aW N V' RC n Y ¢tY W f 6lC F1rYA11W.1LW' - ! RECORD LEGAL DESCRIPTION - I I mxLAL FF4W0.9 BJW 2na PAd'.21A _ �-. - OlEPR AUMCMIY.' 9 mI8 5FBA51/dN %ANNdIG A19 ZpNNC I OF I mite CLYLNIY OS641ttSNN h. M0 ®Y YPS PAPiN1.C4HY RSLAMSO A8FlYL016`L ONFACT ]M -.S.0 WMA pPP llYNA4Y rY AL6PoWA MIC 4F' cavracr. S NAVS cava ax I I I M. W. auvarQR?EET I � � glyyILVC ArA n".BBM iw ry faAo (I: 9wN Le]1x)LMWArrlrmrr W'wr z Q cc I I 4HBW.IGIA slRLrr 478ALX4' 1 IAxPA, n 3 IF 44 mm wmNLPVrras6sl ave . ur a's w.evur L101r lRf N.. PV awmpx TRCNI.' (ININOUr NFB AVWWr/FF)6' I I W BCCYl1191� PAC£I691 4'+ M,III,LIIK(r IIPAFAWflq G51MAAPP£5(54'#/Wk ]WN2 A(0 PV.,r WAV . :.ZOVCD GC' 013N2S FE=RR 53 I _ LM LfSW1gbN0, NS'.W1T..' AN/d Av➢WA9KK fWWD I21fi3@1T 1. REtO. 10T9/E9gIN Np/r.IYS PAAY/SICflEIINV.17iT r51WrsIIKM 'tH(FANNa.G®9W/TWYxR]$WTI.W>D'NAL[9cxu fAYR nrMLF v T19zN'ma Axv E 33' I Qlxv=I>as y.,xxy,.(xl°y4 gl sorer QP..•r rL Ms u�aw' �awi a-wAr 1 1 � mAM r rllwT..Aawlrr .VICINITY MAP I I I LOT 1 repNT7).59, mAx RW I&, NbO - I 6plu NVNFFpuR T II I $��\ a[YMwy WTURrxnww�Aaroma,4bal IolZl*" ACNOOO Wex IR'Arma LE END NTT I PUT640iX.OLO, II �rr ppAgL, /T,p ANW XNLIAV N/LIf40F1101.00: E4A'ESIIPI wrXHIIW(i➢MFdr/LW'IS)Zp m PomO 1110,1110,(q MY BY, NM L'f ARB I I 1 223 ii - VIDe'xrm ze' .Fc.=zzs0 PI0.JrbO]U Wad^aWadrl rnlrY ue I 1 II I Pa WX 76W71 RrmmmxLmbu aeLbms 6IX,Y zzBf. Man fAWaDlru _ _ _ _- - _SMSION, AYa9 YALK !LPo£LLW-- YI .. _--... -. bWIXMCIBA4YlNi _ w YUF Ib/E6 POC f _ (unwn) _ _ OR. 1691 85t LOT 4 S11nUlE / lz jrM OKA6AV MER / I' 14 a s - icY3 DwmNm leaMWe u9f P n\� III W I 1 / 1T1 /Irzz,D \. I RpAv- at -AT SURVEY LEGAL DESCRIPTION PaIrR Lxr m VI MNI LYWIIXOU ArLYRSICronr MrxRIKW Ar R[elIXpx Mlpp: z4 Ma MIIR YAL K . Or . rI LtlH} I a x , /�{\ ,4910. L4 eJ �P ma 2129:" N. •. `n fli nz Haut RrcxosIVTmttw aKR auvn nwaa nmllm LrmLnEDursuam umlrc Pat 0 'LW.iGX a� -'I A i5G4 .'• ) L 01'3%23 ALL 1N.Ir WACIW1. arAWeMVa AbD&1W:x sLc11W ], RXWA'P Jr som RAAR£J90," uAM'CIf °wgz9.e6 " 77 mww alar Wxlry erva'.vLaswxnuro-awW UWr P,WnaunYLrsw6munuobr vW.. 4 unc b ,I T kad xw PO.(as.u) -a /Tv�L eeinaaic.91Ao-1 mxwLrr uduuNirwro( I -u ssasl LBalm Ar Wr &VAY -._ tNn �awar6 uavllvxr rttwD. ra le ssns ■ -... I 9Is :�' 16 I BrT R.22#,..-zY5 SAM.r MY W RE.1001WI O'WY NY 0' .1V.O( oAuMfwnz NM &N'w WwrussnrousmwFurdWv - - '. st N r II 1 Erol.-y-I'�e xz[Jvd .: r- urrtrcs wxnlw ae x3ralmkAasrana rvT]3ss{m A. xan Aw.Lem-roan asmbMws rvrzors'ru 0 Blu DBB 1f _f IxvA ,�. °2°__ xz xsrL'3-is+ Luu;w'sam awTT warxaasvzTAunaxt e-rsa6e'm Axousas'rwa Ie seas I L; i&a> N4335'12"E 19868 (M PAex� o rt FlW Nsn O INV'a 1fi 23 y T{ M(KKEs.16'ATIOF AW5IA9.ZTIV211'mA1X1 fM.A.Yff YdlmldlfaMq (FAN (86AE)p/RV INV IB l9 vI- _-�6 N4y6.=I� .' ' f NWINEPoI PoW(TWAYItl£p'.Y 5'MN Bq G516WMB lAYTS: INPYE A(WC SiO R'WrTWAY "VCU/ Q.q 1 :III spm Q) -T' MIl35�4i1 5 .k3.Dfl8(PMxI PJI&M �. x 31x Xx,a N? Aa/FKro NE.AN/PN AT•bsrav¢(r J] 1X}LWf I�Ci(M Lo66MOT 6vas/ w0.6R xx>w 6 T aJ81. I{ % 'tLi� yDN G. x BAw[L IIXro aW KK(/IJl - p` 6RPal^INVO anB IK nA'r O`OOPWPG 510 QMKM.A. WlIVNtIW, AOPVOI.OiM y'Vxgf OINO,,Wl OI Iii M 1 JPI w _ PIP JI390IP 110 TAm'AIpAZN0111DXW... I. I'� f zS WAWALE Aam' I __ \.T I .(9L I IF _'• ```` - Pa B0.Y lIA3 saffiFAa'FC6' 102 \ 11 II 1--- _ OLOLrervleAaePoJ I 21 staN'n/OW W74 swOollo',um mnaas A. mvnxE'Im mRxz> awes rs wm Y<wF Lw uss .'I/" • \�,,� I I .a4�p.Y 1191. Pa1Y 1691 PCPoAOMrr Ol OTO xp9 xzo9 zo9 xxa,) X3oa� �(r1EYOOV -+lolz z5 A. 1 Ix Xzae xma Iz� T✓A aNO XMa x ! 0 I � Lori \ WG9 �. INM 5 ao I I I x(pD.l WIILOT J O,OAF SCHEDULE B SECnON !l wvicer -I _ _ °'RN[Y AUIWOPK s]GVFS ING -P T=4PWOT AyLE NNAYY $ Pb9 nJ9oxB.'ra16'zB mnlnxATMAvu nrzr m9M /'_ SON IFRNWIL,HO AN I I F xox mrcn AAF V2 XIIJe BW aY 'oi I' ,z moo ym'11I %I�x iSr\ I 9e/ ...x x .mVOW]271a HO VAN xms x I.. xxal aRE61R.C11Wz mKwLYls mmmtt.wDumrrs wan wawrlwo{FM+S Fm:OI AIL E %x, 'a rzl:0�� Xxo9 qp Bpq(1]14 PACE IPM I 0.98 r' X AS�r/AL1 •..... al.. zcnm CC' fAmmiFmr Rr ura RlALrtxrut LrAWArm aau9aS.lfl ATavArc aueZ ne: FOV P.4WFQI KKNMnW M1wnw Nl WB ..... -� 0.1690.'1$ AM (IYl 0.4 M/IW. m NrRaIA? A Prti/I WM5I R6aSA(w flFflAK (VANN Avr6Vvu 6FANfIM naeWASR m.BmYvwr AS LuvrAwm wmroxrM 0.'a l9AW, DR O(fB MLW aP 'BAd norc F.819/ILrr PC PALE YyP Po.MR R II' I lg •� _'_z I b WTKKWIS wYW'MNS AW.185'leCnpVsnFLaAFU eTarmu ramrosstar TP84 PA4F x mwW rwFMr as xl xLa� '000, flTt]WAd' M $9 q' i IWf.Vb,(MFSrTAfY01IAL A'NAAIRIY RELY%tl[B NPIItlR NNOI1.2J14Na /r W II Irk R I\ I•$9ry / �Sb.I(�. I RLWY LYYA40T2 RfRAF I � MA5NAYH.SrxMllfxrtralQrKKB APVNaBfW IrVYRARYILL519MIRYf U41LYli FFrE '.. ;Xw (YI 16AVMfV l I I / /z / M\"s5 x.. l s un MOP, vMxn"(irolHAw.LCGmN xarssra¢vd rfwLaYdr, lvuscvwc sWAx %Ar WWH 1G PAr£83 e0. 6MlplC RIBALnLq£ - I I / �3 �.. IM /xxl.9 \� \ !x m.e I I �^ L G A wn mSYFV[lld3rolprulEP LRWAR'adAS (lNIR01�(f.., aF 'LOOm YMWIHR SLWAB za.JJ f ,9911 Xxa bI/ % /9 *z.s- ryM1 / rsP.9 xxo9 x h - 6W avis an#rsrmcnal Wxxwrw ibarllDvusm Wuxutot x61e I W10.alttW a I r8 xLWa{.Si xAxecM rAA{vAL sMrUS ai lwMNu adb.'LEµv IMirS YNB eRrm Rr x zaa dmlrliwr n6Msrm.'IpJ�rs xxrlH BWADW WswKat amNY uw ai au/FS m0. x z99 n ,IBCA. W B xuwu?arr maA dw�plAiC gCdP31 H4ffieNim aatc " II t z � �. I 3eax sn rc 4 >AmFMMwsm rave a>raGsr¢9x na'eoeala anrowuxrnam as iA9rmm NOTES WW {W I'I � � I I. IS 11 I M0.81]AOif$ - �I iNB CIID Aaf MRD XONINL41$IAII AM M4Pd9B LCLD$L#1(IN1 NA'N.BLb.'SS - . .:.-- _ _- _- ��,,��yy / MLr au at Im 6r PdRlL.4 MIFA4 [Fo;NY0 z14/uA(Rrmms roaF n. 4¢r6s r 'NLYOSay.f `n AA9 As0oARS V.e aw llr(.vm ¢z 19?A]S5'IN_ "961ry11 l1 - I xa -.. II I Xz z _ r72y z s r - % _ % /' IIn�I mn zo.s xo.9 nnFA.4rSSIaAI.'%SK.RcayIWNFMV'RmSmW2MdaFAI'AfYL/Mx/PYAxA'l/$"(UAAr""' ron$pr'AIHxwlYg/{czry1a�lsw 6AtI�mbVN mB3Rros1W. rs ¢oxIo'VraRO3A/sf aws 2�exMralwe - :a63(WaEsll61Aeq,44fxBpVXlN#Tvdn.wItrlWAa V- C[gMNaA-Sa(-Ci'wmra�TlYAb.¢u.A4sm.YYArrsraSp AN zIN, u11 OnS.1OF mR�IM4.D 6wnrWBasDawwtt OF A tMm. ".A�I Iz xxpX xae 2, eYMWR TPAW. - amr aae .Rmms 3: W1xA^3 nY♦WIUN/Wlsr?WFlmittnRr risecCALNUIun x J I z aPmm As namA rti CR{xAT YWk.Ya%T UmIdrFW aAalnxaiB s/z 64. AInM9RSOOI-lARNA1IW YAYft NAIXA21/C OiMWREIE NACAMN LY IAC UxUW . � I s I �, /1 � I � I Lw�`icuxmli�l rsmWs'�aer�vmm�Fn��µaro Awma/x ores lelmxDx Leu �sawD BE VAR'F2WrouW LmsMexrmu .axSNF 3/AIEWr cuL NAY/ _..._.. _. ___ � _ SA� .. _I. _ �.L •. 9fA4MNR A'D MtlIXNIAL kL4R IM A4Y Ml%V(Y M'IAMLtym Nrll.WaNY rM1IwA1$RaeoI srr NW 0. WAM 5- 9�iBfCT P.�/YwtOLARDxs&SIYN Hama' 9 ! I 51.@L"/PA'KF4'Is 1SOfiWNN&YLrYMR 9aill x.,§ B'N S F(LVATiM'SWgIN0.1E 1GW®JGIr&BAff'B L9YA'PS (WS'4. YA IIXWS mLYy/1£Xrm NCW I � II (9 I 'J _ x-,zA ,Xxo9 xox xD.M xB.s I Ix@a] xxa.a xxaa F1. nK Id,D .GY{fY WAS CaLNLIfO ar l-fWl-°pA1 Ab iZ-1-IA II a i� I I E xff n495THPHNC RW 1P15IlWKrlS I IN£EA516Pti'.A'WAYIP£rIS PNWON [9K I 1 Rt vaN/rA'IED AMI 9IJXN Gv FGIBVOY A. I( PAIS.tl AS At� N35'fIbIX .wPRarLaamva I, \ 1 / /ti '�� �, A. PLR NEMN OSMU$ 41WAN 181W LLLMYURl163 ]n-PZ6-18M MF sIAI.VNm WNR fLN lV1 p ILF Ya NAS ls3 NOM,£RYAY YMY. SR2EET INFORMATION ra Pd uw xxclary Wx6asrzw talwwnBEKLwAexl Bw.Wlvdr, .11 nRreE NA II / �.{ 6xo FYFILKB mvn Lr Wr XaxNx4'/wSXA4WWP9KWk&SMNflwMnxs ASA ro al 9.9911 ¢JI I �*za.r' xxaN xxiy xxrts zo.x 'L,(-Xxox xxix I I `�xae zu xol SIXMPoioW OPoK nr rlcs mlF MeS rs xo AMB aaysABclav Fms wlldBx LVAFa nss lac lPoRr .wr sf£r xI% r LPCFAPW AUMOWN an q".ffBmm�N PUb(l6 MNvs XBNEWI MPam'rB veArnAVaw GSI6vMBW.F5.b4xnTR roBE@I II.F MEd a'Aar ,@4a •M°I' 1+1 LTYlL YWIf0. (HY 1869051 5'lM9IEB AASST CASNIII/ AAADS@NP.W]TNA gN9C1V 12 AI3 I..'+ I NA -I6 K'- I ➢6V/a-Dr6S9.y NR bN a60)➢C II6B WA IB Itl Oi..WA26YFAW1FNAlIXEG4LVNr I I 1]15 ALWI Sr6EET r it II P'Vb-IR 1R _ - __ 46ASn�4. rL6EO Mr. O 58 1IJh//-/( JP� g. { I I Mv�'•laz] L _ _ ._i - rclFLadr uuVdl/�=J x _ Tn-.589-x516 �aacancnmW Trs x. WH �` sLNA.}vw -T - Le-saBs2', s"w 161.42'( _rs , _zan .��".��_` safiB'15w INUYDI ,x a _1L.ffi -94 _ .,PAX xS_ II LPL4AM'c AUUllMrl`. bvgAN PoIflI LYXLNIY PU&M N0.%!5 !6'mIMA I.RW __ Nn1>3L -IB 16Ol 1TN SLSE w\ J w - p- w - - tP --v w _ KI?O REAW, R 32ZO axrw<s49:Z2'S4 w(M/P)_,-. _ _-__ -_--1L - n�OMu>s___ s492,o("w(D) - w_- - _ . R=2107.00' : .. : : I IXAS4nCA AaN UFBAN UIN0.P A46MAL IX°E 'NYPH 20 0 20 b 60 C 37 5B' - ¢BasnAN x a _ ew/Bz A 3758' CLuss ffi IsIx FEU MI Ai 0, RSV mMH P UTILITY CONTAC - �. : 'sva' �' II era Aslxlursvn SURVEYOR CERTIFICATION F _ VMP9M KYW 91FF Laxly NIN/IRs �211 -so � Fu imRvofP11L NNN(R FGttR YµV la IN9V I-a1R].-E5P0 -a F``rO [uxx u] FLdIF.VnNrWAIfa'M1Pop/3AFra.AIDCCSpPrM F 'arMnAMR-INZzAIzO3sYSSMetlrMs6zn9f AxRaYN 1 M MAy8TyRA. " RhaAi4lA¢roFNaIWJ- Rw11M61]TRIp/9S Y(MANCanPcAgRl£Vat : Wll@T ty MSffi'I/4XDWC/Di B SffERMACKR]#YIW WW AA SAD [Y@V#WYEInkN➢NAWIttY]w-[v11-rRrAYAlM Aotll=MVOIIdMMWOnFvIS uA8 9F11ERmh W. fE vu,F o uesrvAw WcaW aUfrs Nom, ZONFO C-5I1� f ax/ALx MaNrLmw >5Fg6r6eryY'IMr./HS srneNr xuS NHC N61W ur RE.wWYWf nIAeLi am Y¢rs nC /N T NIWS/ Sm -35]-8915 s! RNGCIni Y/IWMBY 1NFn0.VF PoMD WMVRAWu (AVD AME1a6N LT A^FNexLrcamw Orn&N (n RC IP[ PoABe @M/Yf4IX /I � FLIMPoR nemA PoIBF M91p1! rin 1(@,1Yll�l W�1 Lu'r m Acmll rYtV], 2 SfI NkS' PAGIX0. 2 511n x,o N Mc a,C SENR Faa vow 0. mutate macrsnxw nL ggyo LS' We ld��-�wAr �.. mar �AK0.669-5551 W�` Ya� ,,,,gg�� •1d HMENwnrcta/c bns . LO ➢ 52X0. . �YTl'[' OF 9 _ . .��TS Aoaxs mr can. sX '2Di1n* Jo :. smavE n moa TNTacb Rwr.4WWWRd T.x ' FXWFR m-e9z-sato drrssw6 c.P.rz SurxrU"�•` z ry V aPo h a 'K \� Ell F J Na m z In Q M Or F w i � (i% E Z Q ¢ N (D F a g O Z N- N O M M Z yy Z U N = F> C z 0 KIS C Fo FEy r� U } V Q 'um4uz 6 y NM 3 ' HORIZONTAL: 1" = 20' VERRCAL: 'N/A b DACE. 7-19-2013 DRAWING A: 3241-13-D s PON. #: 4539 -326 -DI g DSGN e DRWN. BCR CHKO JWN APVD PLS No: 577888 g¢ S Y8 / 994@ X SHEET t OF 12 F666 SBS 3-I6-15.DW04I0 PLOT DALE: W/26/2015 BI' py �ECE Iv ED APA 03IBIS 1ZELNMbIE31.O6YEf1/ s 'GP„In.Iw GENERAL NOTES 1. AL GRUMMANBNIP AND MATFJLLLLB VPD M TXE CONSTiDOWN GF THIB PROJECT U. CMM TO FWT'STAHWipTSPECIFlGnONS POS ROAD AIA BRIDGE CONCTRUUCIOOT: Uh6T .. AND TIE IA LOW. PAVNUJMPAT I. MLD169 h'FAH6NW,OEFP66ANDEPEOGRAT.H.BBE6s OTHERNMEIND6ATED. 2 TE EIEVAROX9 8XIXN1 XEREIX3 RPE VSR ON wVD 10.b G4NM R TO SNhEY PPFPHPOBY tpNRLDSa3,GMErt,pNppb60CUlR,MC. GlED 11&1S PR IT INSHIMY OF E ..G TO BOB YMATEVER ..A ..Y I NIXM PoIF AND PREVENT EROSITRANSPSEDIMENTAND TRANSPORT OF SEDTO SMIRU E MASS MO gWSE ND CONSIRUCIKK3. E RWIDE CW0R0. NOTES AM 6f OPMWATR GUMLMON PVENNUMPVNPoRPWMONKINFg S. W. CONTACTS INF SOLELY RRPoNSIBIE FOR CONSIR... BVEIY Mo. PPLRUTWI3s NAYBER UlM DINMEMUN WPoNERLIIFSM'DOTXRVNITTI , 6. WORK PERYMBEG MUD. CONE. WRX TE ..Go MG OROINRCE6 OE ME U6 GOVERNMFMPIAGENLIRNAVINOJMI501LTOXOVERn1E WOR STREXGM MARAS OTXEMMSE NOTED. MIELq.WXFS3NE 31REIp1XCP4JW P51133 OAY H ALL DISMISSED GRMSE0 AREAS MAIL M RECORDED SMITH D HOURS UNPP OIXERVISE MNGTR. BCONFIRMSTo U REGIME AAWNS DIMMED BY HIS MEGATON TO MEM MI OR R. ME CMIMLIOR MILL BE RESPg491BLE FW M+MMR AMSYN 1..OF ME ..AN. BE, o.EFORSE EU.ME TIDEN0. AM ROF NL UNORGRVE MABOVE OO ERI. LME.fATEP MIN M U. or SE INCARP O .. PATH TIE NEW FACNOE6 T WE RMY BSCREPMEAST ST µ THE PVNS, ME WMRALTOR GRALL ME GM.I.. MET GW1Go ME RER E GINREOUEBTA C W UFlGTM C£ TANS PROR....ON. L AN.�ovFRO .1EUIPDWED.CO.NOT MHESNM..RIE M NNOTMANYCONSTENTION ORDEPOSITION. 1. SIGNAL CAPE UMMIES N,MN ANY EVENT NO WINES) SHALL BE PROVED UNLESS DESIGNATEDFIO R RNG NRAA 0N.EPVHS. 11 REFERENCES STM ID UTBE NUMBERS AMR TO FLORIDA DEPARTMENT OF TRANSPORTATION! ROAD ORIGNNOS. 14. M. BODGERA SUMMUNG AND BERING 6NAu RGUAN PATTERNS AND FEREBJNnox AND ME CONTACTOR SHALL BE RESPONSIBLE FOR �ARMIINTNX NG THEE MEAN UP TO ANDCNCLUMIC TEINRNLMMNNO. 15, CONTRACTURN B ADMAN O BECAME TANI PATH ME O:II SCOPE OF DONT[ TO BE PEGFOPMEDRWRTOCCN6IHVCMX. U ME CONTRACTOR SCALL FROMM CERTFIEO 61OPMNgi. HBO. .BOB RESULTS. EDGED MO EDGED BY A RECESSIONAL LAND PREEYOR DRESSED IN ME STATE OF FlLROq PRIOR TO CRnRGnM BY ME HOUSES OF RECO. WE HOURS MANAGE SOUL SOW REAL, ORAON AND LOCATORS ON ALL FORMNgIEA FACHMES. MANE STURMAN, BERMNATIM MMANAGGEMENT DUCTRISTO (� %'ArPBUIS'G MANGOES V DRGNNGB AND INFORM MERT ARM WE Or ONNXEQV�IPEMSDS. MECON ENACTOR SHALL TR RTFIR ANTRIM X G%CCPOF ME CRRMD REGARDING To ME ENGINEER N ENDING FOR ME PURPOSE OF CERTIFYING ME s1aM WATT M4AGEMEM 6YFTH. 17. sPAUN ACTDR N THE Cm ALLMY DEARS SHOBE AAMPRD WEND ME .CEOMWmm1 ME of ENAMTO 100 PM MONDAYMgWGX FRIDAY. AND SCAMP TO IN PM W GgrvMPY WEACTN SOUL LOCATE NR F EPRION XSPELIIOXNNCEmIFIOATOX�RGRNP LTHMSTRACTEF R3 ONSBILDY TO SPONSORED WE PROPERTY CORERS WNGH ANE BEEN MET DIKING WNsrRVMIOx BY APROFRSEONAL VHDSW WEYat OTCOM NEVI LN ERMN.OUTAEDFORMESCURRTMANNOFWE RESIDENT ME GENIC. DME NHNRAerM'6 RESPONSIBILITYTO RAVE ND L ARMS N of COMPW33CE WIN APPLFMLE MUSSAAGOE W SHE AT NL TIMM BURNS WE EXECUTION OF NAXC PECIFlC PERMITS MAY R BETWEEN FM ME PES M. EE RARRICADR AND EROSION SULER ARM ECONTY0. YFL BE INERNMS. fEOAAD M4IM 1 MN O .lOfl m EOM1MRCMG CCXGERV LTOX. ONSTUCTIB3 SOUL RMEED NOR MAT ALL MAGNATES FAMME WW URN A MOTETEPEE®CXAREA PFE IN RAP Mo CU... RIOT TO CETAOHHU3 P1FRW WssWRBACRvmwxmnTMAnFARLIGBLq. L SIDRWYS 1M.11 WL MI1. WLYCIFAN PW ..Rm6 M0 No Y, ROgO CONTACTOR IS ToEXERNME GROW . WE ..Ml OF MER T RNWX AND INF REE UDERSPGORMYBASIMERESULTMDFROMHIS WVRK 3 GERNEALECOAACIW A NMDNAT LOCATOG AND IN... M SHRUG. TVRMEMIHACCORDMCEINIIITIE LIXNAVDIORITV ANE.NRAPoIOTDX. CONTRACTORTo N PMW WEE MENNUMS WDR ME MOUNT GEOTCXNIGL FORT MO PARE N MMR ME PECCDATW6 RR AVEMFM SECWN6 MD ANY GM. RECO MDUCERFUR MOOMMUCHON.I.PROJECT. EB. COIDEP GR OF IN ERALLPC@ GEEK PW.BBECOME NANNUAJI R FOR FORAWATERSPAIN EDISCHARGE ROM DURGTEFAN. 6H.WL N.M.G. ACMT A, PRMEF SlO0.NWAT0. P.... PSEV unPCHIEDIRGMOFW9v.11mm.AENLPBWIEsg6sOLwTEDN1IMMEFROJEGTDx FHAR 3 LY Au 6X. VrNERE MPUNBLE. S WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES IAM EMe OF THE wgTER FSBEN ... FCTMGR THRUST P BEE'EDBM6AEFewSBNftSXBEIIEE nPRUTFEnANDAGGPEp.EOWmERENGIFRR SMTRSTOBE ACCMM1WCE MR GRIME UBNTY PECIFIGnOXENMW ME T NOTIFY OVMERS ENGINEER AND OWNRp UM.GY MOULTED 4 XWR6 IN ADVANCE OF PRFORMNG 2 INSPECTION BY ME PUMPING DEPARTMENT MAY M PUNCHED AND MUST COMPLY METH RM,GANGING PMSO CODE REO. THESE PER OOMPLNNOE OUGYN TINS AAE LIMITED TOTE OO E OF BACKFLOW REYENNRTTHE SURGED. TESTING REQUIREMENTS COUGGRACHOM INF MODIFIED TO PNoAN ALL FORMS IN ACCORDANCE MAN LATEST SECTOR OF TWDEGG TION TO EGRATES DOWN ME NDWMEMMEXCY CONSTRUCTOR DOCUMENTS AND D FORT MATUR IMMUNE DPECPIFlCGTODCAPORS. THR�PflMEM. TRAMAG TO NGWGE OUT DT UNDER T NL DEMEN COMPACTION TESTING. SCREW, MMUT G.... W An.X. EKTACTI . TEST, IAA N. MO CO .. TESTING M. GENERAL UTILITY NOTES 1. IXCEPF MNERE THE FI ANE AND SPECIFlGTNIN. PROVIDE TINT 6WH WONt 1.1- a DR WE CNIIPALT PoR TIS PROTECT. PLL ML In. INIEAFEAUG .. ORGRS. AT MRS EMERGE. MESHA JSRALLBE R L MENAGE NE SUPERUI£ TO AILWY MM MODERN BY THEIR OVIYEGWNERETTE FORMS NECESSARY MILLATWN AND ADJUSTMENT OF VTM1MES AND RELATED b1RVOTUREB. E. AEOYE CRaIED ARMOR VNOROROUND MIJIIFS MAY BE IN THE MR OF THE PROJECT - PROCF£ONRTIGUIMHI-MTYELNTWiidYBXFI.LCALL'SXN6XINESTATE ONE SRC ANO MEMmOANEX61 E OF PUNNING YAIK IN ACCOMARN Go"BE fIDERNAM D MIDI DAMAGE PRFIEXTON 6 SAFETY, M- M HTY OPMPVNVIEERROAOSWX.. V UGHTY OMNRSTO RE... N. T MATSA MT WIN NME FIRM DRUGS LOX6TMILTW. ME COMMCLOR MAUL BE PONSIBLE FOR NCI VARIES BUNGED M A RETEST OF THE CONSTRUCTORS FAILURE TO ML SUNSHINE PATE ONE CAL' AGERMED 1AMNSPR6. 3. ME OBSTRUCTOR IS NUMBER TO CWRMATE STAVIENCUE ENFTOFIXGUMBS U xm POPE NIGH ENE Vnim GANNE, PRIME TO TIE fiTRVLTpN ACTM116. IfISiCN1EDMYXDR TM8 CONTUCTPoR ME PBRFgUNXCE OF TESTT INF VEER ME COfUMBUFT ' LEEMAN. PROME TEMPORARY FMJLMR AS REWIRED TO BARGAIN WA6IEWATR SEANCE iXRWCflartnfECOXefRVCnONPERWp. E.ATMIX6TH0 WATER MPN6. SMARMY SENSE UXR. WATERfI PUMP ..No MD R HE.BE MAIL REEMXW BRPRE UNTME N... VARIES ARE PULED IN SPERACE CONT INRTE ALL UTILITY HEUTED CONSTRUCTION AGMW N WDM TME DYNES OF ESEUGHTI VCII.. WTI. ME No. .. BE IN ACTRU MP MR. ME PpgLRCEfi EADEPED RFWTMD LOCAL GOYEBgAFM AGENCY WA MVFJLPMRT CME MONS MM ME NJTIMMYACC01AAOWTa3 MMUPL R CONTRAMOR DILL RPo XOTFY WE RNSIIDE VIIIA RE FOR LDGTPS OF METIR MINES FOR FOTPBIEWATERANDERnOTMLEMMTERSERMCR F WE bGTOM AND SNE OF ME PUMPS MULLES AS SHIXYX ON ME BANE ME ANSCURMTE MLY. MAKER. ME MNO GUARANTEE MAT NEYBRNG FPCIMR PAYS BEEN FOUND OR MONTH ME S F REWAXED T MCENTAN AND DETERMINE E FPMREM BANNEDARTH M- INR RHNAN OR UNCEGGRWND UTI SERMCES. NO CALM CBTTEGAU AM AG4NBT ME OWN. M ENGINEER M A RESORT GF ME uoRCERSHMRAPARONSUM ONS. THIMB ACTRERBL.ExALTYAMUGUnEB n TDROPTREROPQ$m ROLECTUMTSPARRTCOXeIRVLION, E ENVIER. OAT+. cm MD CDuxly INWVDlwO w UGUTY CONGAREE AT LEAST 4B HOME EOR BEGINNING CWBTRUGGYRI COHTGLTOR TO iMFOFCON ATEONEGUL'WGAMMMVM OFEOAYSAIOAMV(MYMOFSDwYE MRVLTW CONIR4CIORSALLNMIFYMDCOOEIXAIENNIERMD SNIEAMMUSE BUTH=LOOVRNMEMMEXLY. 11, ALL UNDERGROUND MUMS MUST P INSTALLED DEPOTS MADYN'DUE AND SURFACES AN ID, P AGELFHOMoAMPLUEORMINUS. 3. GAPE �FASXPFTS� TOCFNlIXOF31RWN.60RFRTNGS PIEMUSNRPFNT6 FOR A. TO FNUOFPI. 14. CONTAOTORSRMLVFAIFYTRELOGTa3NOSEVATONOFP MLm CONNMC ONPOIME SLING COVING. MD .. ...1 .1 ME ... AHO OWNRN IBRECTANCIESFCHRD. OF ... JIMCnW ROKEG MMROLE tops. PROPER V.V WATER METERS. No. SHVL BE INCLUDED MO NO CU& BRA. BE MACE A JIXF ME OWNR OR RGINR FOR THEE ADN3NEMS, IF ROIJWEN 16. AUL PACREL OVER ANY PIPE (FORM SEMNt PARAGUAY ANDES, OR WAT.WES THAT B ENSUED GREMPROADSPURGEORIMPURNMEREROPURNAY, SHIP -1. BE CCMPACED N ACCORDANCE WIM FLORID DAA 9MMENT pT1E ENCAR. S. SECTION 1E IARRUGGS. (ATF RmON OR LOCAL G W FANMEXT aGExcr REOU.EM E NTR T. Uw6MI.�FANiEBITMATIM MATH EIXpE..AMwOFMEMODGER, A. E ME N.B.. YTO PRRRN.. UTNIfES AND ANY MO NL DAMAGE TOE NTNG URR ES ASA RESULT OF ME WMRMCTOM ACTIONS ANPUL BE REPASEOATT. ...FARM. .. R CONTRACTOR TO REPAIR N RIR AM DUMPING MEM DUE T MLm INSTAUATONG CONIHGCPORiOROOPRUNEFXYTREE9IX VIC.NYOFPROPoSEO VLIUIYINSTNNl10Hs. IF DUMM IRON PIPE MUST P NFALED SENM E AGhEN AFAR .PREV➢ITR ONE C JOINTAT LEAST ONE LRLN IRM PPE TO BE IMPLIED, ON THE SERVICE AM OF ANY PAGGS.P.YEMERNVTCE ELECTRICAL AND TELEPHONE NOTES 1. A-MURCBiNGLLBERWCESSAU- EINFgIL MDEROROUM1G. 2. GUNTON ENGAGE To POINTS F CONNECTION T SE PROVIDED BY NRIJIY OWNER. CON.ALTR TO COORDINATE 3, CONTRACTOR M INSTALL FSO ESURS FOR GO PROPERTY LNq AND OCCUSSSUBMIINGTkU-RDON OF SERVINAL AND CE MD LIGHTING DESIGN MUNIMBE WUH WNIMOnM M COORDMATE WENN MM, PAMPANY FOR RRLGTbN N ANY POW. MUSE WRIW PRWECTMFAMORKJTAFWgY6. B. N.1. T RUMORS ENTRE EA. 1. NEW CONSTANTS). AREAS T .1. GENERAL SANITARY SEWER NOTES 1. MOUNTIES A. P INEEIFO BY ME OMIWO UIRm NN ROWER AFTER, TNG FlETIONOFAJ ..DURGAMPMGWGURFACETRgRJ GANGS IX RELAST MANHOLES 6X41 R WT AiTIME OF MRUFALNRE CONHEETNH36 TO FXISnNO M4YXCLE9SHALLPEOREEXTVOMY. NLMRNOLRNWLLBESETPWUMLINENDG6 EM6 CNP•RASES RU- IU N6 ORNN SENNA MAWS SAND CIX(. TO I.T.N. P]MC, 60.0. -TB, IgT . W13XPU6HAN RUBBED W9RETJOIXT. E BTMEEf Ew��fPR61NLL BECU6663. EPOKYNHRRPSCTXERNASEAPPflDYID (NRR O DRMEWAYS.IXCFIn U. APPPRRP/6•AL6 WERGWN XG MUMPION... YOU ME PENCE. IN RE6fDEXRLL T. MUMBLERS 8 WN AAE NOT SUMMERING BY MPH4T OR CONCRETE SHAL MATTACNED M ME P GMi STRUCTURE SAW A MMMUM OF TWO} Y' 316 SMI STA. S%Te, NUT CP.IIW EMS BRANDS SHALL BE MA ED CAM A... OF TNV AT NERDS OF ftV.4NEK HES 6WYL BE ONEYE RED TO ENABLE PPE MD MPURE3NMLR TO BESE FRED OF NATION RWPAUFHCOYNIRR.RCAVAT ..-AANGBMNDENING LFRLWRUMAY E. UNABLE 1MGL 16 B. PV.Gg1... BE WD IN BALLOT BANNERRCE M WAS ..Go PELF... BACIOTWNO OF GARY TRENCHES MILL NOT BE AJLONkT UNTIL 6YPECTFO BY ME GAHINO MLT'ROENOP3FEA. 10. SAM FILL MINIMAL OR SEARA MAIN MD LINES SHAD P ..M, .M, NpµFUsiR: RRAI SAFE OP ALL DEHRG. WMR AAD ORGANIC MATTE0. MIX P. MATRPL P.. SYDNEY V P PIPES MDPPPIPUENAACR SHALL NOT CONTRA PLAY W W MATERIAL LARGER MRRMTEOINANY.FILLM9MT�P LARDNO60UD M9TERNL4BGR 6'INOWMETERMR. EURADVAHON IN ND H. M FACE DAY TO PERMIT DE FEDR ERMANN AND NG FRONT OF GNI YEUVA MATTO PRIOR W ME COSTRAAG. BE SAUK RUPEE AND AGREMSEN AT E OR LFAVMSM6CONETUGRONBRE 12 . ANY DISTANCE WNEAE OLDER DAN AGE NOT MUNI IRWIN PUBO.-HUGOFWAY. ALL LINES M LBERIBU, PDRATED INAST. HUM RDRUM LSREM. AND MINING Untm MANT.MCE PERAPMI1 UPONCOMpLEfLON CiME WORKAM PR1d THAEEAPMOFASPHPLTA V6GLL INePRIIdIN AGE R PETER ESWL BE MADE Of ME I.L. EYPR. THE OWNING UNLm WM APPROJE THE SYSTEM PR RR TO R BEING MIMEO M BEA W CE RO N. AN. F. MNNIQNNCE 14. CCMPLET'A6.6UILT' INFORMATION REURrE TO NAMMU£E,.. PRM M.COURSE.AVN, BE SUNNI RTO ME AND XGXP0. NL EOR MUSTBE SUNE0 AND BEADED R A EUT OF OA REGI6I RREOg4BUILRT OR LAND REOUIREMPEM9 CE. ER S COMBUSTOR 01B MUFOR PoPDCCIOHAL MOTHICOMI ME COUNTIES PIM OVIEW NANH11 AT RDOF ME BAREANTY NI6 AM wxNESIpNPETER VE 6 To DETERMIINE I REPAUGS UTRAY ARE NAUL VRENFECT, AM EP CK FMMY EEFOSME WRRAMY NORREIFASEO. IS ONLY NNTASSAULT ELSOuGTIEI INCH DRUM MAN GARTNER MET UGELM1L EUESURCOPs Fo' TRAGA ILLBE PRWTNOTO ME ONERMANO ENGINEER TRAFFIC CONTROUMOT NOTES f. ME . A.SENG.EENT AO.ION IS UERN TO CYI. PE AND.WARGE ANG B�ATWFIC CONTRA MAN TO . MEsMAUL oµTAIL AU APPROVED TMTFIC DOWN. DEVICES PRIOR TO 11 ME CORMAFM INFflRPoN6.E FOR THELO ..INSTNLA .MO CoORD . OF ALL TRAFFIC SIGNS AND BiRR WIM LOGt4. GOYFAH.IEMMENCY. wGHT,D .WAY. m RE UN DEANNUL FARTRY MMENTT,, MAL E ROME DEPARTMENT T ALLEGOPOVERNBJ1GMEinai TRSFIC OPARIMEMB, AND MY NAMCEM SURENESSES PARR TO ANY STREET PIE ... BE MAGE MA6EASE. 5. INE CONTRACTOR SHALL PROPOSE TEMPORARY GAME THANSTONG ARMY CONSTRUCTION TO NLOM VFAILVWR ACCESS TO AWACEM RRCEM6, AS BECFSSMY M AGAGpEACCRS R n4N6POMAn�MMEETWRGI OF PGRO MWAFRC CONTCL DEARGESS AMWEFFOoi ROPDWAYMOTUFFOOE6IGNFANIyINSINDIXES W)1NRV SO MTEFRmONI T. NIQUWCE anVFRCFORTRENORNTOBEPMFBWMNS ERW -MY BE IN=DANCE NMf .1 PMD4ROINOR RUM.B BOB, M U, Rp EW. NO LE BUMMERS AVE N PERMITTED PHOUS PRIOR APRNAL BRAND BEEN CRUCRUSHEDNN FROM MALGOYFPNMB3FAGENCY I.P. A. CIXGRACTOR T EES I FORT.. NO. WD FR IM ..GF OF PEDESTRNN E THE CONTRACTOR SUAl. REGARD ASKS MEMBER A SAFE AND EASILY ANEMONE GAGED OR BURNED PXTUBMSY GOES ROBERTSON GRAPHIC THROUGH ME BEING ZONE FOR ME qwr���� WATER SYSTEM NOTES I . CONFORM I 6PEM CGOIIYH R RE. ONCE3B PoT AND RENLATIMAN£LIN AND GRAWY TER CONNECRGUES FROSS ME OWOUTRAN ORE OF YLf6LON REVFRORS TO G.R. MUST CO." YNTH fATEST FBG PMMM.VOLUME. 3. NAME ARAM SHALL BE UND S FEET M MURE BELCYN PROPOSED GRAM NN1Ks MORGUE NOUN ON. ORCONTRACT WCVMENRPNO SPNERGA ONL NXR&T�ENh£N WgTER ANO6TORM, SiNRM MASS AND UMERMUSH SYBfEMS ARE TO BE PEGO NECESSARY UPON PPARGVM BY DINNER AND UGGERS EN3WP0. ADJUSTING LOXNEVCMN6 OF WATER AND N... COMEDY NRN PER PWMBNGENG.R.. a FIRE ML.0f WL BE 016FAlJED WITH HOSE..N FACNG RTEE38 OR AN ..I. BY ME GfISR OLARY. ALL WE LICENSE SIMM CONSTRUCTED BE CONUCTED M A BANNER TINT MAINTAINS ALEAST IX (BI PET OF CIFIMNCE ENSUES RACK BY CURB AND THE MOFAM. 5. ME BOURFUNGTHUR SHALL NOMPY ME ROPRIATE PUBLIC RLMJCYMEN PRIM N COMB IVIG KURKMIRINTWXEJUMUSUCTCN(6A M B LINT M SIAL SAMPAN COPIES OF M. APPLICABLE PEM RY ONSIE AND SH41 BE RRPONSGE TOMMAETONLPRMTCO...AWRWGLOHSTRL .N. NEON. AN gLiF . M CON6TUCTNi W.11. RLS. ASEEP M. ON PO WEENE P. L ALL MEN MWEN RUMPEDI AND RIGM-0FWAY PEAMRMPLLGiRXS U.S.U.SL BE bMP.. M LARGE MANG THIRTYUPS P4Y9 BEFORE TNTRICMFOF'M• V GR RSdIPM NDRK I3 TO COAIMENCE 3, MCOWU NE4PDXSIB ES .13 E FOR AOSM R ENTS OF VgI.VE BO%CWRs, MANG.H. MNMM3 TR ET„X.I.MMAT:N MM..... A UL PSE NLS ARE APPROXIMATE ANOAAE TYPIGW.V SUMMIT, FROM COMES OF STRINGS AND IS AI1UBSMFAPUN WMRAAEFARES! fIEO E PAYMENT MIST BE IHSTARRE ROADWAY RASE ANDSUC 11. COMNDIEDFACHUM FOR XCONIPACTIPE BAGEOUNCNMEMSAEB.CMC 01ANM6MOT-W <IW%1 NME660TXFAWI6E E TE uxPP MESS ER MANGEE DBI PRIFIN WATER MAIN& SUM. Cg60RMTAWNACISISGI.BMINIMNCIUMISM P IWLEERRNISNEDINMCREOFWT UnxOIEREWS. F JUDO A6TNAPWWCNNE666EMEMMORTA MM NE swu Pu OF ANWA C I.I.A. PPE IKESS GLASS 8831 P CU68 M UNPP MERGERS SPECIFIED. M. RARE RAM. BE IN S.ON3ILE To BE UTE6i WmoNOFgx6wWNgcuNq. TKIINARFAHE PIPE ME801E I6�G�INED TO BE CORR.N9VE ON NMN GROUND WATER UANII.K.S ME PIPE SOULNE . M ILNRGARS FMENE UG6RFM NMtRe nIPNe MIUMCKPJXILETPLLW MA6NROAH. WIMgNI 6.CIFlGnouAalsl. 15, AGAIN WU FOOEERSNTALeEPAPATONSWLPMAWEAN.BEMF£NANYT EOF �MDTAMNNP LNFALIATONSreNEPE lBES..INGSESW..A I8NMPOPI&ET0114WENNA6F HORMD SEPNU .MEW MUXMUBLP MESNEWRGR FOEMAHORON MS.EVATWTNTMEBEEW OFnRW ESIMOF PT VRTICALg6IM'CEMISPRNBBINPPAAUFI MSTW,PW 6.TMEE VGGGMMAIXSWW.BE R£ SMS SRBLL BE CGUSTAGO- OE UR ID AV��N6HOU DNPMYS.gBOLUMEAfNNVSt J.XRGNSTME W90TERMNNNB..BE LCGTEDMFMMPFFASPP 518LEROMMMMONMSEWFAMMMEMAIN(FAGGED MINTS AEAROSAU ONSBBEPVCWATFAPJNSN.LRRSALL.NC 11GOORM.UARR3fl ANDMEFLISCRESER �aASM OZ4I. WA A.B.CA.MAME.CXE831WLP IREMEM6aASNEIRENT . ttl NxTRac"r BRwriw,eiJi%Mo�r,� wnoxsiNAmIEALREe.RBMEMSI. I3.ALWATERMWJOIIJISSWULBERSVWNEOJOIMR REPITLIGSEMOPALLW W TOMECRAN GMM-GYPRIFlGTONBAIDCETAILE. RIVER, RPE fENGMS MG SURES 3""'0E ACCUATFLV PECO.. AR GN CAPER B MUST BE EV COPIES MUST BE 610NEU AND MAN BY A RELIMBED ENGINEER OR IAMB SURVEYOR ME COMPACTOR CALL MMINY PITH ME CO gBSI"HEASRRRTBMM.PT0...HET.IB. GENERAL NOTES 1 ✓rG��,G MSE UST Fr1 N0.626W A TBE ,,A®R' 015 A 300 PBM1 PIECE BIW., SUN 306, CleamteB, BONN, 33759 BE.P.E. WMV.wNOMMM-727.531.350.5 FL Y10.82880 CBmnNM.fAuNnEauoRNp.36M Ants: Paas. Cl of 20 W APB 031Bti J 11ME.NX4IXIE SI. MiE1V BMgOPVLp,u9 GENERAL DUST CONTROL NOTES 1 CONTRAC(H TOR TO USE BEST MM'Al3EMEHT PRACTICES MP.) M REDUCE SURFACE AND NR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLRION AND CONSTRUCTION ACIMLIES. CONTRACTOR TO BECOME FAMILIAR LMLO THE COMEN E OF THE STORMNATER POILITION PRENEMbN PIAN MO BEEP A COPY ON SIZE ATALLTMES DURING CONSTRUCTION. 2. CONTRACTOR TO PREVENT SURFACE AND NR MOVEMENT OF DUST FROM EXPOSED BOIL SURFACES MD REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES VMICH MAY BE RPSMNL OR INJUNOUS TO HUMAN HEALTH WELFARE, OR... OR TO MIM— OR PLANT LIFE. AND IN AREAS SUBJECT M SURFACE AND AIR MOVEMENT OF OUST WHERE ONSITE MD OFF£RE DAMAGE IS UNSAY M OCCUR IF PREVENTIVE M EASURE6 ARE MOT TAIREN. 3. CONBFRUCTIONACTRTFTES INEVRABLYRMTTTINTHEEXPOSUREMDDISTURBMCE OF SOIL FUGITIVE OUST 15 EMITTED BOTH DURING THE ACMDRES BE, EXCAVATOR, DEMOLRIOM VEeC1ET ME". HUMAN ACTNTT MO AS A RESULT OF LMND EROSION OVER THE EXPOSED EARTH SURFACES LARGE DUMMIES OF OUST PRE TYPICALLY GENERATED IN 'HEAVY' CONSTRUMON ACMN ES. SUCH AS ROAD AND STREET CONSTRUCTION AND SUBOMSION, COMMERCIAL MD INDUSTRIAL DEVELOPMENT, WHICH INVOLVE DISNREMCE OF SIGNIFICANT M EA$ 0F SOIL SURFACE, RESEARCH AT CONSTRUCTION WON HAS TINE CWHEDRUAVERASERMFEMISSIONPATEOF SItS COMPRISE THE FOR ACTIVE CONSTRUCTION DU EARTH- MONUT ACIMTIE3 GENERA DIST MOOREDGED FTE SOIL GENERATE EMIS61ICAAONS BDUST EMISSION. IN PLANA NG FOR DUST OF THE SOIL O EH ALSO 6 EIiATE SIGNIFlCPM DUET FMI8910N. IN PLANNING FOR DUST CONTROL R SHOULD EN 00VIOUS THAT THE LESS ROIL 1E EXPOSED AN. ANY ONE TIME. THE KESS POTENTIAL TITERS WILL BE FOR OUST GENERATION PHASING A PROTECT MD UTILIZING CAR ONJFCAPiY MABIUREDUCE DUST PRACTICES UPON THE COMPLETION OF GRADING CM EIGNIFICMRY REDUCE DUST EMISSION. TEMPORMYMFASURE3: 1. MULCHES- A NATURAL OR ARTIFICIAL LAYER OF PIANT MATER ALG OR OTHER MAMPARSTHAT WILLNOTFLOATORWASHAWAY. 2. VEGETATIVE-TEMPORMYSEMINGORGMUNDCOVER$. 3. DLLAGE- THIS PRACTICE W DESIGNED TO ROUGHEN AND BRING CLODS TO THE SURFACE. R IS AN EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE WIND EROSION STARTS. BEGIN RUMORING ON WINDWARD SIDE OF BITE, CHISEL -TYPE PLOWS jVEM TBINCR SPACING), SPRING -TOOTHED HMROVS. Mp SIMILAR PLOYS ARE EXAMPLES OF EQUIPMENTYSICH MAY PRODUCE THE DESIRED EFFECT. J. IRRIGATION- Mi. IS GENERALLY DONE AS M EMERGENCY TREATMENT. SITE 13 SPRINKLED MH WATER UNTIL THE SURFACE IS WET. REPEAT AS NEEDED. TO PREVENT CMRYOLR OF MUD ONTO STREETS. REFER TO TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 5. RARRIMS'$OUD BOARD FENCE. OR 1Y FERC[ CREATEAPPALS. DALES OE HAY AND 61MI AD MATERIAL CM BE USED TO CONTROL AIR CURRENTS AND AT INTERVALS OF ABOUT 15 TMES THE HARRIER HEIGHT ME EFFECTIVE IN CONTROLLING WIND RECTE N, L PERMANENT VEGETATON- PERMANENT SEEDING MD PERMANENT STABILNATON VPMSCO. TOP SOILING THIS ENTAILS COVERING THE SURFACE VITM LESS EROSIVE SOIL M M.AL S. CION&COVERSURFACEWRHCRUSHFDSTONEMCL RSEGMA EROSION CONTROL MEASURES NOTE: BECOME. BERNARD PROPERLYOL YMURES NTST N EOMCON6M�OE TO STML OR MAIINTAINTHOSE BARRICADES VAR. NL A SON NICK. MAY INCLUDE ORATIONS. AS PROOEEO BY CWPTERS 4G. AND IODND. FAC. OCNUE6 PURSUANT TO DOCTOR NEONS. FAC.. GW RESULT W A PCSUAS NOTOO GROMERGING SHUEM3 PER OOFRNSEEmmH EACH DATE OEMCONTRAMOR To �E TO GENERALL DOOR CONTROL ROME ,EROSION , SRTATON. MD SEDIMENT CONTROL NOTES. AND SRT FENCE NRBIDTY FARRIER, AND TiEeWtICODE CIA. INSWDER MESEDCCOM. FUGITIVE DUST CONTROL NOTE AE ALL RFgENABIN... TI ELMINATE TE MADENRT OF WET FROM ME MODEST 611E SPECIAL MEASURES. SUCH AS PEMOOCVLY APPLYING WRIER TO TIE APPNCXHMOOTo M RTO RAo E DUST BRAD. BE INCOWOMIEO INTO THE CONTRACTORS DREM PIAN, DO usTLONTROL NOTED REMOVING BITERS DOCUMENTS, CITY OF SEBASTIAN E CMTRAOMR O"At TARE NL REAspxPHLE MEMS I L.I. Mo LMXPPORT OF OWT DELT 8n SPECIAL BASUREA SUCH AS REPORECALLY METING BATCH TO THE OMMGETORRM ETCDUST CCONTICL MOM61NC10EBX IN.. BORA. MOPE PVN, REFER TI CLOYS ... ORDINANCE FOR.. MTEAIWdT W.NPRoo TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AND EXIT NOTES C SFS TINE STAB. PAD LCOMED AT FOUR. OF VwIN. ENAPO AND ROM. ONA nON611E PURPDAL To MADUEE ESUMAUSES TO ME PANSTHWTON ARE MO EWCE ME AMOUNT OF SEDDUENT MANSPORI ER CRTC PUBLIC RDAUS PAID SIMS WATER SYSTEMS BY MOROB YEIICLESURNME.M PUBLIC ECASONO0.0ADOR0 �RET ELpBNSMAREEOACOHBEICIIONSIIEMDMONNODRECRY BROA CON6DFN . COX6M ENTRANCES RECOUP M AREA MERE MUD CM BE REMOVED FROM nRFSSFFORFT1Ev wEEnnwBLlcnom. EMBACmNCFTNE IE ]MYELINIC OVER ME OMVEL PAD IS NOT SUEFI GEM TO REMOVE MOST OF MI .Do M. THE TWE. MUST BE YYEXED BEFORE TIE VMEL C OMER A PUBLIC ROAD WABXING BEUSED. PROMPA S MUST SE MADE To NMo EPTME EARN WATERANO MAP THE6E... BEFUND RIS CMMm OE- ARE CANSIX.. FMWWCE SHOND BE USED IN SCRURCIBEN MHSTABILDpnON OF CONSTRUCTION ROUREM FOURSOME MWMOFMUDi..BUPBYCPY6IROLTONVEHICIES. CEHIRANCG PROVIDE AN WIeAE AREA MUD CM EM BE R . FROM OUMSTIRKnpH� IRLSBEFOREn1EYENIFRAPUBM ROAD, IFMEACTCNOFMS IETUVEUMi OV£fl MEOPPVEL PADRNpTSUIRMEREMSEM.EOSTOFTNE MUD.. MEN ME ONES MOST E BROKER SENSE INE VMtC1C ENTERS A NOW WAS. IF IMMUNE IS WED. PROOSIOXS MOST BE MADE 10 INTERMENT ME NMSH VHTER MD OMP TITOME E��MANIT 18 CAPPED OFF SRM LONSIRULOON ENIMHE GOOD BE USEDIN CON BROMO1 OF LONBTNCTOM ROAD$ TO ABUSE ME AMOUNTOF MUD PICKED UP BY CONMUCTICN4EMCIEG D.IONEECPR.. FDO, NO. T LOta6E AGGE641E M"S.5INCH STONET NB CM) SHOULD BE USED. EN NHPANCCE EVERBIONE' E AGMEWUM MUST AT FEACT 6 INCHES R ME FUL, MINOR OFOHEVMU4REINORESs EEGRESSA MAMNMOAOF5 CBS MICK IT MUM1 �„nELENEM OF ME ENTRANCE MUST BE AT READYME ENTRANCE MUST WDEN AD FEET DT No CONECTORRAS TO TIIECTED BY E RROMANY IN OROERMACCA.BJOETE M.M.N. FASM..1 LARGE MO. IF ONS ON THE SITE AREA IS AWN MAT MOST OF ME MUD A GOT REMOVED BY E GES ONAV£UNG(ACT ME GRAVEL MEN ETHRES OF ME VEHIOES MUST BE WADIES BEFORE ENTERING NOW ROAR APEX ROGER DUST BE CARRIES AMY FROM ME CE TOME SETTING AREA TO REMOVE SEDIMENTA WASH BACK MAY ALSO BE USED I MANE .IN. UREC..IGNT AND EFFECTIVE. THE ENTRANCE SHOULD BE LOCATED FOR MAXIMUM UR DRY BY ALL CONSTRLYGON CONSTRUCTONSPECINPATIONS: ME AREA OF ME ENOUHLE SHOULD BE CLEARED OF ALL OMEMARN, ACUTE, OTHER OWECMHVBLE MGTFRVl A GEDn3nE SHOULD E UN SONS TOVE STABILRY AND SISEUFY FMNENAIM TIE GRAVEL BIOLL MGM E LACED DOES ME ..TOME.PGE AGo.MEUSION. ENTRANCEEVIETRIMMECIET ME MWL E AWMMNED IN A COMMON WMICH MU. PR£YEMT ACI NG OR FLOW OF MUD ONTO NEW NGM#iWY, TOS AMY REQUIRE PERDIDO G P OE651NG ANY WTN2MPUT OF �ON UES TO TRwAS 6EDMENTS. NSMORE DEMAND.AEG ULEEPNEN. O DROPPCED NOMSXED, DRIMCNED FROM VEHICES ONTO ROROWAYS OR INTO STORM DENNIS WARE TOWAGE INNEUMMLY ..It FOB GAVE F DEUCES AND TAMPING EOOPMFM TMT , OMERE GRAVEL MEETS TIE RWINMY SYRUP THE PAV£O ROAD DAILY FOR 6EDMENTEARDSTME3, CLEARING AND GRUBBING CONTRACTORME AYALL ONLY DdOYE MELS DE6MWVEO FOR REMOVAL M TE P. OR AS REMDVALGOVEAMAEMARMS,DIRECTED DHOURTFELABODCALCONTRACTOR IS TO DETAIN IRETtFF MERE EXCKMO.N IS REDUIREO FOR COXSIRUCM0R OF GCEWMS,, SIAMEAD ER SIR.... AND EER. AM.... ARE RATS, ETC.... E GEM. COMREIELY G REFACME ED Mo COMAUF PACTED AACNGU-BRBEWORE ME ARREA M FOUND. BE SOME NSM CA OF PROPOSED 610EMA, NMP. OR LWMCYNY REPIACEMEM SO UL BE GROUND MR M A CEPH OF V BELOW OSTROM OF MENS TIMOR OR MANSION. AFL PRONES ROOF DEME AA.BORAPPBEERROM. FROM ECOU�INESK.MEE WCL PRIOR TO FCUWRO COREIFAS . ASPHALT. A11. ER 2ROCOLwEEus.FME GRwNAL SMMPMF1...M . I IF L ®VRIHER AY RUM LY NO.. L O AFANCOBUOIERPAXEM ODIEL3 WRHN MIPOEST BT TO A MINIMUM FORM OF FOUR (a) FET SELOB DAMO . OR AN STRERMSE wGNER _ :•il e d� Eli sv�aY•if�i�i BE .•eZ e�e�e�e�eie�w�e®e�e�e=s�e��w♦ :IIS,.IL'm•�e���lai�ise�e���S���ea��'� j Figure V-62: Illustration of a Soil Tracking Prevention Deum m.mamx e��AR,m.gmmvlvMmm nmgw vR.wuu.irsl V -S1 t l SOIL TRACKING PREVENTION DEVICE Dx !J GENERfAL NOTES 2 GTA GB TBE 350 PINK H. BNdCAP ROGUE, BIDS 3W, xakbIM p FS, 33759 . Kim IW,V .dn.ftoAo D-nT.53t.3505 FLIL4tE661$ER'0. 82960 Coolkate ofAUMDMEMbn No. EMS ±s 03 rc i Qk ggid SH DATE: NOLA," C2 4 20 am o a lou 11MEMPAP.3T. o.... EPAXG,FAS.NS STORMWATER POLLUTION PREWNRON PLAN PROa2CTINME: tlRFILLYPMOPPRIe(BEBVHTMFX gppgp66; OWXERSMOE6fi ...EL, ID ftVglMn(RSW .ESO .. FLORA SIDY S9. RAS MPR PNWIRIVE¢COJMY GENERAL CGMAwDAL FACILITY SEQUENCE OF MAJOR ACTVIT E IN@ECIKKH BV A"-WFAWD WEFOSA. lWNWA 10NMEBREDEMOMON., INSTAL STAGREARD WNGIMIGTION FNMPNCERF RFFESSM,. I COMPLETE an ME. AWN, GRADING, DPANFGE PWN, AND MONY ONBNFIOFFMG PLANA IINeTNLNEW VIILMES,3TORMGVS1FMBgNOCOX3TRWTBJMINGPNOPPANMO. SIPLAWMAGEDIMUSETHAPPEAS. S R@ARANY WASND OMMVS, INSTPLLPWRING MATERIAL PC SHOWN ON WOSGFE PVN. GO SEm, MY I. .,.Pa. APPOW AS I.IIL .UP, HAND, T. OTECROXEWCESMRIS WMPIEIE AW,.MWBTASMSWAUW VEWMGN CONSTRUCT. ENTRANCE M REGIDEO. EOFRESFMHG WAIERd: E PROPOEO SINiOV EMEMd WNL ORCHARDS O AN EXISTING OFFSRE 6FOPMYJPIFR SYSTEM. COMWW MOR O USE SET AWSLOEMEM PRBC .IE I DIANE AND AFTERSONMVCIIOX O MWMff EREMN MO RWERLYIMFNERUNOlE RBOMSIORMNATIXOANTRYMDOUARY. MAGIMHERETOPWWROO@MTMENNOFEFMRONNEMNPROIECTONEROSIONA SMMEMAMWNCONMROLMWIML EME GRE I3NRSWCE OCWP6, PELMETERCOXTROLS,SFDIMQINTAPS. ROSINS NHOOVERSIOXS M08TBESET IN E RTOCONMMRUN�FFMOMMMNSMEOMRNEQUIRDDMM EPLAN 1AYALWER UIEOOMWDTMEPVNORMOTERWSOM TOSFISOALVMATONSOR SWAS MUST SME SIGNED BACroRMu COMM YWXXWREXRNcgRROLPE ERFoCHER. NN MOG'FlCRT nTo MIs PgOFNMOHAL MEWORRY ORRYCGENMWG MESOMMCORCOCUFFER ME ggIDYIS AL SEGMENT) T HAS ACCURAGRA EBE TO EU WMANDARDS FOL HEMA,, 19DEBM Poll THESE ASIMNIEd EE ARECIIEM DmIN THHE TIME ME WENATIOXB ON E`ST`EPS XGXWPV 6YEIEMCOMMENT Si GECWG NIGX IME CONTRACTORS NXCE COMENSIXMG IFA MN CONTROLS ARE NEMWE MDDEMSOMEM SCX601M1E9 FOR ME IM19IFMEMATIONROF ALLE L PEASSONCGNRES.B, STABILIZATION PRAC APPOSECHISCHASYCLUMATION -WEECONTRACTORS BRUCE. DENUDE ONLY AREAS WARES£ IT M EXPECTED O BE GRADED ON NTEREO WTHIX ATW ON WN E PERMANENT SOIL BEFUSIBLEATION SHAUL BE APPLIED. AREAS WHERE CdN6MUGWR OPERATMB YRULAS ) OWIK FUGWITME OAT MNL BE MANAGED BY"FLOW AMEMBER PRO'WMNRT CE TO SURFACE SOLS CONTINUOUSLY AND MGHOAL MEASURES MAY NEN O BE TAKEN CONTROL CUFAITS IUCCEPTABIE IESPIC OF DGBT. BIUUTW AND DISTURBED WAGES WP AT IF.I MY a WT-TOPOFSELATTICKPILE`L BE MMILPFD PAMI`LTNwpRAOF RY MUM AND AME. NO IAT. MAN'S GAYS FRWSHE MINE CONSTRUCTION APIRSHEYEME ERE Po MTMYGRAffi SENaIMLBEA MORALE OF 3I PARE OF BERMUDA SEW AND AS) FIGURE OF BWA ME B@ADUCH TYPES OF SEED USED MALL E THOROUGHLY CRY MIXED IMMEDIATELY ERRE BOWING. SEW SSNUFF NIFFBE MECO ME ALMA, BGIIGTNG F` Mi, RCE OF WfiFPTSEW OR 1AGRODULI, ME AMM MUSPERMI, USES SMALL TBE OCY. EMULCH.ORMUGALOR RUGA GPA86 HAY. SI ONEEG INMTED MGLCN. WHSM RM BE READLY SIMO ME SOIL WALL E USED AREAS OF MEUGES RICHMAMEME TO BE EASED. WILL BE TEMPORARILY 6TAIIpED By APPLYING BTANLBATIN D BASE, TGE o6MRED PORMONS OF E SEE SIDES CONSTRUCTOR ACTSWER WO PC LAWN TAN f<MYS ATER ME1g6TCpNBFRVCIION ACOJM. PEiMWENRY WAGES SHALL BE STABIIRF➢ YAW ;a APPLICABLE, NUMBER To E CORSTROMOMAN BY ME CONTRACTOR OMSEWMEMAON HRUNOFF FROM HOWARD PRESSE LONG ENOUGH FOR MOST OF ME SEDIMENT ro WILL OUT BROWBEAT PAYING .OLYD E SEED RTOGETHER ANN LROMM CIXRROL PRACTICES SUCH AS TEMPORARY ENING, SHAMING, ONERSIOX BERMS EIC., TO NE MSEDMNT FLOMXO INN THERTSEMBIEFFEN DEWATERING ME CMIMCFOR SHALL BE BEEMB GIBIE FOR PROVING ALL MSTEEIALAFEWS, ED.F.,, IABOR MO SEMCN NECESSARY PoRBEFORE ME FAUGGION AND DTCAUS'ApNOF AMCCXLRRIX WI BEROSION N PLACE. DEWATERHOSTOO E COMMITTEE BY ME CONTRAGEW ANO WALL PoLLOW GEWATIXPO3BPECE.. IF IIXNO IS NECESSARY, ME COXIFACTP IS REOVIRADO APPLY FOR A S@PR4l.NTEACHERE OEWATG PERMIT TEACHER MUCM& PRACTICES STORM GULF BE ON GRETNALONGMECONANE. MU HUNG ORAB ESE, AN ON EROSION CONIROESTE.COONRMGMWOR ON OM. CON6MUClIO1 PLANE. MUM DEVICES WILL USE, AND RUNOFF FROM E SNE ro OLNFR suNAE W ESTERS. OTHER CONTROLS / WASTE DISPOSAL OFFSITE VEHICLE TRACKING `ETI SEDIMENTS. E PAVm STEER YALE YALE BE SMEARED ME NEED M HELP SEEMED rSEPARGE TRUSSING OF ED TO gg10 MR Y CESS MUD. GET OR CK iMCXEO MUM TIE SITE DUMP TRUCKS NWUNG MATERIAL FROM OR O TIE SITE LMLL BE COYFILED LMIII A'IMPUPLX Ai NL TIMES. WASTE MATERIALS IEMpL LNLL BE COLEMO ED AM SIGNED US DUMPSIFRS PER LOLL SO XS,ALT HNMCONTR GNDEBRISFROMOEISMOMLLBE ERESREDINME EgWAPbIEA E PUPPETEER POLL BE DUMPED A MINIWM OF TWICE A WEEK OR MORE OFFER IF NECESSARY AND THF THAER WILL BE NAME O THE MHOPRNTE COUNTY LOCATION FGA DUMPING, NO WHETRUCTEI ANAGESSULD SELL BE BUNCO CXSRE. ALL PERSONNEL POLL E BUS RUCIEO REGARDING ME CORRECT PROCEDURE FOR WASTE DISPOSAL NOTED$ STAMPS MESE MACHINE WNL E POSTED IN ME ON. SHE WILL RESONSIBLEFHER AND OR A MING THAT MESE PROCEDURES`I. FOR WE REE FOLOAED,CAY-TODAY SITE OPEPATgHB. BUSINESSES DURING LO A. . ANY CHEMICAL LOMANIERG STALL E OBP . OF BVNMOL COMPACTION, ACPoPDWG O @A'6 SCHEME PRACTICES AS UEPULED BY ME MWUFACMRER, NO GOLD UUMEMAL3 MELLOW BUILDING S CONSIRYCTION MATERIALS GFULL E UISCHANCE O ADAACEM WATFAWAYS IX WETLW W ORBNVEDOX SIZE HAZARDOUS C�MR WILL. M E IMMEDIATELY NOTIFY ME PERMHTH SS AGFRCY IN WANING IF ANY NT]AWV6 WASTE WRWGSREINLE51104TONM'OCCXSTWLTON. ME MENTRACTOR PR LTRHIWE%W ILL FE HMBE OFSOSWVERY.FOR NOHFYWG ME ENN PORBIBLE PNRMT OF ENVRONMA IME IIS WASTE TERAL6N CALL E DISPOSED W IN ME NAMED SPECIFIED BY LOTAL STAFF AND DILE ETO RESCUNS. RRS.1 E REBINNESSE E DCAPPEFULGI SANITARY WASTE LR ANGEDSAROWNFLARY Wpbl£ MWMEMEM CONTRACTOR, IN ACCOGOVISAWFAILL RDANCE E Por NOT WARSAW AAWE FOR SPASM BRIDGE CONSTRUCTION 3010 EDITION ECHOED] -E. ANDAS REONED BY LOCAL REGUNTUDER TIMING OF CONTROL MEASURE5 AS TEG I ME 6EDUFIKE OF MNOR .1a, SrAKFd SILT BMRIER6, EROAON C.L. AND srMBIIEo COxSTNICITOx ExMMNLFb CONEWL IED�RM TTOPoGRV.. OR G EAMNG F ANY OTHER POATONSOFMEBREOAEASYMEAEtON6HRUCHgHA pMILV CFA6ESFORMEETIPN 2I SAYS ABI 6TUSI USES SEW ATEMPoRARV GPASSAW MUPON WT MP II DAYS OFE HAST DIGNRWNCE ONCE CON8 RYCFAE9 PMWNEXTV INTATMFgMEA ED WTMPBNMNEM Po PFTEARTHEENMPE9 SSTSIMEACCUMUUTFD REGWNT AKIL BE BEINGEO fROMTEPAP4 MOTMEb➢SILTNM6WLLERW. MAINTENANC IN P CRO. PRN)CEDURES EWGIC.ANDSMMEMCWORCIN8E ONMOMBIIENMCEPRACHCES: THEAR WE ME INSPECTION PALO MVMIXMCE TEAMSTERS THAT STALL BE USED TO MVNTAM EROSION MOSEDIMFNTOWHYS.. LESS MAN ONE NJF OF ME an W6L BE DENUDED AT ONE TIME PRIOR O ESTABLISHING EFUSSM �DLSTCFMEVFIITTOO`MINCHESORGREAIERYIEAWXIRALORS REPMSEMPR OAYTNEM'DFOLLOWWGAW ALF MEA URED An M BE MAR MMES IN DOUG NOPI(IS. ONEXI IF A R@AR 6 NECESSARYLL E , IT MI BUILT SEDIMENT BE MESSAGE FROM PENCE T NM REACHED CWTHIRD ME HEIGHT OF MEFro MEN PENCE An. BE WSISCIE) REGUWLLV FOR SEEM! OF SEDPINT TEARS. TO SEE IFC DME IS 6RECUPELY ATTACHED TO ME FORCE KIM ANA TO SEE TAT ME PNCE POSTEAME FAMLY IN THEMIGU IF APPLICABLE. ME SEGMENT SEEING WILL E 1. FOR OFPO OF EOINFM. MA DVIU UP LL RE REMOVED WARN IT REACHES 10 PERCENT OF E DESIGN GPMRY OAATTNE ERG) OF MEMS. XIENMCE IHEPECIKKI REPORT WALL BE MADE AFTER EACH PEFECIION BY ME COMRACTORMND A. E BEST IN AN ACTWE LCR REAOLY PASUM EAT WE.pB an CON3MUCTON TAMED, ME SHE MPENMENDERIT WILL EI AND FRLN4 OUT ME INEFEMDUAL'CTION AW ANCEMAINTAULLNANCEPISSUE HNOPE .0 POLL BE BY ME LONMALTO@ RL RESSI SnClEl1 FOR MAPIIEWN RE%PONMBIUI¢6 POLL RECEIVE MAIN. FROM THE ERE SU�DXNTENNDDEENT. M.POLL ETRAINED IN ALL MAINTENANCE PRACTICES NECESSARY FOR EENNOE R IMNFCONMOUBUSN ON9REIG) OAVRKINGOTHER. STORM WATER MANAGEMENT MAAGFMENI WTAL BE BECAUSE BY ONE EXISTING EM.OTIFD FERRIC SNRANNATER POND PROPOSOONIPAED an COLD&rFENEARWNOPROIEOTNMIBUM SMRM PIPES AND OFC. BOTTOM WHOM. WETLAND MITIGARON WERANO MITIWTON IS NOT APPLISPBE FOR ME PROPOSED PN CECT. NON -STORM WATER DISCHARGES )SIX OLLOWPGNO..WATFAOSCHMG..'LL CUR FROM ME SHE OUMBE ME CONEWHO NPARY. I.WAIER.E1WglERLINERLUSHING VEMEM WARN RAlPA6(YMERE NO BELL OR LENS OF OXIC M VEHICLE AND HVARWUS MALENESS .00..a MMYMBEEGRWNUw MPECNOEWATERIN3ALINITI. ALL. NOMMYEN MATER BY M WIECIED ME..IN.'1L.INGES FNWMI EMILNA�E .1 M 4RWNElpTN1.ECTEM TO ME SEDIMENT BASIN ENCWMERSET TO E CHARGE E ., ME CONMIHORMU3INOTFYMEG MMD NGINEM MAINTENANCE AND INSPECTION � F CONTROLS ME CONLS SE MPPRgMES AT ALL TME). E CONTRACTOR SN4LL BE RESPONSIBLE FOR w6PECR0N PND 1MINIENPNE OF ALL EROSION CONTROL DEVICES THROUGHOUT TIE CON6IRVCIION THAM. SY SIMS E PECLECT, .... E IN MCWOMICE An OCPL WARM) MEM AGENCY {£CMETONB,PNSTNEERWELT WHSIRVCTCN..R THE PoNIRACT R HAL. BE RESPONSIBLE FOR COMPLETING INE HOUSE XPE31 MgiMW"S TOMMON PE4EMpN PEW EMERY) COXSMVEKN INSPECTION RSM IAO AFTER ANY 1R INCA IWNEALL ON VReEFLY R NOPoM ..IIS E M ASEN GGECORgTM CS R LOT MVMAW PPP) GOUGES ON THE SITE PCM REGGAE MEE6Y WE FALL WIOWWOq ARYL ASO COMPLETE ME XPEB COMPLWkE NEEPHATEOR CONMRUC.... WATER MANAGEMENT DISTRICT - KEY PROVISIONS AN E1MgONMEMAt RESWRE MUCH IEE) IIS EOUIRET. WE FELONIXG XEV MWVIBIONE MUST BE SAINTAUSBED BY MEOURW PE E ME COONRTd1M.N6ON APAM M REMBE W1E R4AUS 5 OF OR E PEREE O CORMCIOP SWANGRY NS ME COWWYTIGN SAVAGE WATER MNMGEMMl PLAN ME PALME PRMEGT ISSWERE o OR MODEM INAM^HNERTAT WEL RESULT P: (I) ME POTENML SEIG DIRE F PoLLUTAHIB E3) n CHINOS M ME MIOUM OEMPECNW OE M n CHANGE M ME NUMBER OF LOCATION OF SHOW. ...BE FORM. OR (S) ADV.E RIAMO TO WOMEN. ANY SUCH CHOXGECNA NOT OTEFANIBE a. PEYp , E ADDRESSES M APFRSSED PLAN ME PElAMR1E AND C OA SNiLL FILED EMEND ME PVN R NO IMPLEMENTATION DES NOT ELIMINATE OR MINMRE EROSION ME 6EDIREM DEPoSMON, OAdOE NSCDMG PD .. I. ForWETANG OR VIO .. ESTATE INNER a., STAN. MD.. TO ME PLAN SNELL. RE BLOW SION THE OFIGINAL PLAN AL TFAATONS TO EP9YSTEMD MUST E ANDER ON ME PMPNEBEST AS REPANUFFES D MAN AO NO WMI E DOWN C.OR REpuwEn@PRovuIS4 SPI PSE VEE HPON MATERIAL MANAGEMENT PRACTICES MMS OR OTKERGLCIENTPL FXPEVgE FFACULDRAND An ME MAWAU- � PRACTIC911B6TMCM OMREDUCES THAT Yoll BE USED � SKF SPM AFTER EUROPE GOOD HOUSEKEEPING MEEEFCLLO . GORY IGU EI¢EPMG PEACE. 6 M. BE NLL .ONSTc WflIFp ME COXSMULTdN AN EFFORT BLAME BE MACE O STORE ONLY ENOUGH PRODUCTS RE W )REO TO OO ME NOB, ALL MANO Me lFPPRSIe.MMRAROBOF`MOTNEnMERGE INOpNFMAMEDEXOO6UPE EST. WHOM BUSHER IH MEI APPROPRIATE iS M a. RE KEPT IN REIIG S INOL MW U.PURWE .. CONTANERA, WEYPXCE66WLLL NOT 9E GREG AWN ONE AONHW V NLE33 REGONMENDED BY E M9NUMMUSTEA, WHEN. POSSIBLE ALL OFA PRODUCT. VLALLL BE USED UUP BBEEfFO ECMO SILL HEI OF ME AMPSYNER MWUFACMRERE RECOMM FFACTUNS SUPERINTENDENTCESCHE ME SHE SHwt MRGOT DARN O WAURF PROP, USE ME DISPOSAL OF BUTERMI ME CONTRACTOR BEREB1ENRYAOESKdMtm WE TANKSTOMGa ABPA nYNV FRaM DPSAAGE 3MUCMREs, De,BVW,.... W£MXGSA WlIH3ECOXOMY CONTANMEM HIPHI-A EEOION). PETROLEUM PRODUCTS: P®VC[EPENCEESOF LP BEMME PE.M1®IpUM �S M9WWWoE YAKUP � EGSTOR®WA P 11 UGEVEMVE ADEN �. PARCH AND LY IABFFEA MY ASPHALT SUBSTANCES USED WSNE WILL BE AFFIXED ACCORGING TO ME UFACTMERS RECOMIEMATFJNS. FERTILIZERS: SELFES BY WE NAW.FL OWEAPPAN9 R.U. FERTBRER M.A. E WORKW an SOIL O UMR EXPOSURETO STORM RACHEL STORA4E .1 E IN A ..ALSEW Bw Of. 1. SPICAS CONCRETE TRUCKS: CONIRWTM WALL SEB IIAIE AN AREA AWAY NDA OMIWAGE STRUCTURES, PoNO; Bg61X6. WAhRWAYS. AN D MEFLAWS FOX DISCUSSES OF SURRAS CONCRETE O0. MUM A., WATER AND S. POSTAL A CONTAINMENT ERM MOUND WS MCA TO NEEMNINOSE TLTM E HANFBW MEASURE. OF ME SOG S UUOALL BE IrtEPIPN OF BY CODS. LESS COMMETI PREFECT CONTR9COR O PR.AEA MR PPMHWK FOR ME CWNCREM SUBSUME AND WANT COME ACTVM. SEtLL CONTROL PRACTICES US ACCUREEN TO WE HEMISECTIONS OF WE PVN. 111E FOLLMWN4 PRACTICES LLBE FOLLOWED FOR SELLPAND PGRESUAL. .. PRACTICES REEVFHTI X D CLEANUP. .BONNNEEL SA1u BE LADE SAME of NSE MATTHEOP UA` XE1VDPunOBE OF`M�LE IniwwA�nOl CDL FA UP 'ALL SPILLS WILL BE SLFANES UP IMMEDIATELY PFM. OISCW.Y. FTHE CLOWNS O P64EMINNRY.DA CORACTWTN P RAAREGAR EL µLCE PPPROPPNTE PPOIECTVE SNLLMUSHM COR WVARO FEW11R41W1LLEgEPORIELOEMPPOPgNIESTATE00. LOG4 GWENM➢R M£NCV, PEGMOLFS60FE 66E, 'PUR SPILL PPEYENMN PVN MIL BE PREPARED BY ME AWHAMME AND, KEPT IN ME CONMMARON CEIRpIIERDMLLINCW0ENE15DRE9O.EVENT MIBTVPEOF9PILL.O.I PEOCWPRINGPND NAW O-aFFN EMEDSESELLLL AHEAD BE NFLWEEO. ALLL SPATE MEPCAME. AUAE REP�ONOW TO TETE `MPILLROPRIUMMOn6Y. 'ME CONTRACTOR WILL E RESUMBEG ME FE SPUL PREVFNRJN NO CLEANUP COGRON MWF xE Wu .TASTE OW. SITE P.SMX¢ WM ANLL RECENE 9PBL.EVEHIION MT CLEANUP WASH , THESE INOMDUAISWTLEACHECEIEPESNNSIEENRAPARTIWIAq%NbEFPREY.TON.I .UP. ME NAMES OFRESPONSIBLE OX S'USETHWACIESACCE OPOSER. FUEL OR CNEMGL Si T ONAM APER, AND US MR SITTING SITE. D OR TWT a.a.a. CGN0.YWIIII ALL HEATED) FEC STATE D LOCAL WGULATDIS, SNRAE TANKS MUST BE LOG. FPR 0.4 IPASS MY 0.W NAGE SMUCH R.. MCHES M'OMR WIIFPCa YNMgS IN AMMO.. ME COMPAC WSTPRONEAH NMRYCOMANMEMW ANERCNEMMNI.Y MTA MME NA ONCREGRECALLEROMEDONSERY MEECONO.V CDRMNMEMMUAT BE UMEM COLBAW MIN,AN OF ONE MDAMLLFTIIEMETVTPLGVACRV OF6TDAGETM'KELN4 VES. CONTMCORM60 M10N.EA. EECTOH WS F00. ME SEC . WMAE,IEM ARMII.B.I. F PATE, INBFE. NAME AND INBPECTONREPORi. NMMCMEM'APE. MY COMMMARTIN WS TO E RMEVAMLY CONTAIN. AND ME GANG, .GWEN OF MO PWGkMW AGENT MRECTOR MUST E PICTURES OF ME NONE MD EXTEND E ME oMAMINGI INVENTORY FOR POLLUTION PREVENTION PLAN BMMCN CBT. BE W w UFE IXPECTDD, UM XOT HUSEEM TOEPREMENTMA EWPIWOOR6TNCMM: CONCRETE Wan. DEFFERGESTOFART CIFIHOIXOSOLYEEM6PWVCTfiANON66 SAND NOOO SCORE POLLUTION PREVENTION PLAN CERTIFICATION ICER) NDERPET OF WTIRTMI6WCVMF MDO ATr HMEXT6R9VE M READ BY ME OR MY DESIGNATED PALO UNDERSTAND MBT THE SYSTEM HC6 MUM ASSURE, TNT OUMED IFPER6p'W¢ RLY PROPEGATHER AND EVALUATE THE MFORRNASSURE, BOBMIITPo SLUED ON MY HUMID OF ME PERSONS WITH MANAGE ME YSFFN, ORT OSE P.8SFE�V RESONR SELE WWSPENNO ME WOPFMTON 6UBM. EES! PNENEOE ANO BELE. MVE, KLNNTE AND COAPIEIE I AM AAYIAMLN E THAT PoEER ARE SUMIRGIIT PENALTIES FOR WEAITIWGCFALSE N OORRMATION. NO Me IELRr OF FlE ANO fEflwsaNMFHi FOR LAND G CRAG., OAEILLVNRpAOIIYESRREB.NC. AFPLICAUST ORVEDAGEM: AWRE,B EOVMPATTEABON ERIGFIE'M MIe.SOURI, 6YM CA Hi N"AREaPa fiAx:,MW-RHE TE CON�ACTW'S AND ENGINEER'SCERTFICATION PFNPLry OF. ENE, I UROFA aME TERMS GENERAL FOMNS.PUBLLUFMNT WMHWBE ELIBUNAPPON SYSTEM RUSES) PERMIT TNT XAWEB A6WCATED WTN f6ASiRJSEON KT IV T' SHALL. x6MVAMomS VNMM. O CCOMYTHMElRAANDCOGIOOF FSENCHE TER OS.a FROM ..AMD %MALL a..ACHI N E, ART, MM F.M. .M .PNATER POLMCN PRE4EMpN PLUG PRFPMm FON ORSRLY MONO PPg1S6TOPE. SIMNTUPE FOP: RESPoNEAEFCR: GGMvxrv_ .._- WN.NAME PoxMRncMR THI GATE PHEORE, CERTIFIED ENGINEER MOMMA REE PE COWAHY:FAOa. HE FEEL NO. ARMS MRPUCEMYD EARTE1_ TWoNSUMCFAMPAREEN CIEMYMMRFLMA, RTOt.E RiAfiS'K. NPOES NOTFICATON (NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM) ATTEMPTED, FAILURE TO GAINTAIN EROSION MERGE SM� �S OR ANY UPST M REPULMS FROM THEY FAILURE WILL LIKELY BESULT ION WE THATON6, LOGE PE3UTATIOM9 AVISCHANCME¢EfiE PENPLTE9FUPT0910.WDFOREPCX DEFENSE ALL. ACT TREE MUST COMNRM ATN N@ NOTICE OF INTENT O USE SEMITIC FARGO FOR S OMPAN AGER ESCHORGE FROM WAGE MO BIMLL CON TTRUCNOH ACTMNES PoLLMON PREYFMOX WON ME FWPO6N sNIEWHION ACTAMUES SOIL BE MFLEMENTEO IN ACCORDANCE WHIN SRWMO TWISTS OF RENPR SECESSION A. KEY PROVISIONS 1. MFIEMEMATON OFMI66TORMNAIER FOMPON PREv@MOX PLAN ARAPPOF 3. CONSULTING MO DUCHUSENTHING R W NNE INSPECTORS M REQUIRED. CFMPEIMN OF BECOME SECURED BY ME SM., INCLUDING RETENTION OF A COPY OF ME SWEEP AT ME E CONSTRUCTION SNE. MOM WE RATE OF MOLEST IxHIL4noG TO E DALE OF NNN ERE AMAR W noN. NOTICE OF INTENT (NON WN6LCE OCnoXM�MMEs(VSE DISNOTELREOWPDFw B9 SININCEnEI WEGTPR IIS GARLARGE NN axeMALL PORE IN BEE RESPER TO MECSYS NOES ORDMMIE FOR STORM WATERIWCRMECIARGE. STORMWATER POLLUTRON PREVENTION PLANT e Oe1;F'M��?G�IH ST.ITEOF �' TBE F yPLV •. ^C OR'.1 .0 390 Park Place BLVD., SOile 300, (Seararater, FlonM1a, 33759 TII IM;�t�., .E mmecate ofe.wm-RT5313505 FL LIC1E1166'NB.6E6fiT CeHifiw1e 01Au1M1O11zeWn No. 3843 tE CLIMB 3ER8 DAM 060814 C3 of 20 R ECEOVED APR 03 POE Rm E. sm9me11.a. Ol 3R .I.E. MO N� L taswv 11k+lMmMLLngeuw A. saunPaav +•#= sEp FKma9TDrxE�e xza�esm,al �Mmuae, ¢mvm�omM 4 nnxxxm mnssirtxas � � � "' a �r I I/ L A �/ TTL F'asuwtEnw a �r I I/ L A TTL —N1 �� ' Pw Emuml INSTALLING A FILTER n FABRIC SILT FENCE G xu Ilool— sxcTaxmmw�.� �,gxa�rt. N MbPIUIET NOTES: I. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL. NEARLY LEVEL DRAINAGE AREAS, (LESS THAN 5%) 2. WE 2N 4' WOOD OREOUNNENT METAL STAKES. (3 FT. MIN, LENGTH) 3, INSTALL 2Xe VROODTDP FRAME TO INSURE STABILITY. 4. THE TOP OF THE MAMIE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPESIDE OF ME STRUCTURE. FNNY F \l i TEMPORARY SEDIMENT BARRIER AT DROP INLET �mmWnn" .co,. m+eu.m.u.wmr,.xa �-oNF+i+a.l=M+vowv:m.vsNl'm�n caww.Im BEdnY / 'z Z' eMEmmcw MH. aemm lu sir II n V vmwrlreOavwme �.I�aaIMT�, z We..amswsma..xe.n.. �`®� WefP4an=)nlnYv Bale nwivN wA�b w ]bN CmWnen \ ®`i FxnreIM9d �*rs TEMPORARY SYNTHETIC n SEDIMENT BARRIER Ca ma mane wpu:etnnmuuaeneewaaven++MM axw(e4mmwmMbalwse mmunxuwl�a lMnr�mwvamalaeMar meimrmammabee,En,mAMmmme¢a TEMPORARY SYNTHETIC SEDIMENT BARRIER n AT STORM DRAIN DROP INLET O un xT,F, EROSION AND SEDIMENTATION CONTROL NOTES I. R 18 THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL AND PREVENT EROSION AND THE TRANSPORTATION OF SEDIMENT M SURFACE ORNNS AND ENTENTES. REFER TO CONSTRUCTION PONS. DETABOL SPSoTIWTONS AND APPROVED PERMITS FOR DETNLS.SEOIMEM DEPOSITS SHALL BE RNMOVFD WHEN THEY REACH $IN INCHES ON AN EROSION DI 2. DURING INE CONSTRUCTION OF SWINGS STRUCTURES, AND OTTER STRUCTURES REMOVING EXCAVATION.TREWO CMRSHALLPLACEMPROVEDBAPNERSOROTHERAPPROVED DEVICES AROUND SUCH SMUC URC4 TO PREC E T EROSION PND ME MIGRATION OF SEDIMENT TO FEINTS OUTSIDE THE CONSTRUCTION AREA THE APPROVED BARRIERS OR OMER APPROVED DEVICES $HALL BE PLACED IN ACCORDANCEWTIHREOUIREMEMSOFFD.O.T.INDE W.T@,MEP.ORASMIR EDBYTHEENGINEER. 3. REQUIRED EROSION CONTROL MEASURES MU ST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTAL. OR PROPERLY MAINTAIN REQUIRED EROSION CONTROL WILL RESULT IN ENFORCEMENT ACTION. ALL EROSION CONTROL MEASURES, SAND, SILT. AND DEBRIS SHALL BE REMOVED FROM ALL DHAINAGE PIPES AND STRUCTURES AFTER CONSTRUCTION HA68EE4 COMPLETED AND P..M COUNTY F=`NlLK-TRROUCH. 4. OUTFALL PROTECTION - PROJECT PIPE OR DITCH OA40HARGES INTO OFFSITE OUTFAUS SHALL BE INEEMCTEE DAILY FOR POSSIBLE SEDMENT BUILDUP OR WANSPORL OUTFALLS SHALL BE PROTECTED THROWN USE OF EROSION CONTROL FEATURES M NECES&WY TO CONTNN ANY SEDIMENT LOSS TO THE IMMEDIATE AREA OF ME PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFFSITE SHALL BE ME CORRMCTORS RESPONSIBILTY TO REMEDY, TUE CONTIW.TOR SHALL USE APPROPRIATE MEASURES AS DIRECIEDBYTHEPROJECT ENGINEER FOROUTFALL PROTECTION. 5. APPROVED BARKERS (OR OMER APPROVE➢ SEDIMENT CONTROL BEVICES: THESE SHALL BE PL\CED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE PND TRANSPORT SEDIMENTS OFFSITE APPROMTD BARRIERS SHALL BE 00 SITE STAKED IN ACCORDANCE WTIR REECEE INDEX NC. IM OR MEP IF EROSION DEPOSITS REACH TILE TOP ELEVATION OF EXISTING APPROVED BARKER MEN S SEDIMENTS 6HWID BE REMOVED ANY DAMAGED I O0. INEFFEOF APPROVED BRIERS ARE TO BE DINEXTEO WTTH HEW ONES THE LOCATION AND INSTAWITION OF APPROVED BARRIERS SHALL BE PS DIRECTED BYTNEPRQIECTENGINEER. 6. BACK OF IABUMMLK INLETS OR M EDEN INLETS THESE SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT 18 COMPLETE ELEVATION OF GROUND OUTSIDE INLET TOP SHALL NOT BE HIGHER MAN INLET TOP. APPROVED BARRIERS ON OTHER APPROVED MEE MEDT CONTROL DEVICES S. BE INSTALLED MOUND INLET TOP. A SEROW OF ROOF APPROMED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEIX E6 LL SHAW RECCES AROUND INLET MMOMMATELYP OUTSIDE FIRST ROW. SETVREN HEAD WERE SHALL BE A DEPRESSION TO ACT M A SEDIMENT MEN. COMPLETED INLETS IN PAVED AREAS SHALE ALSO BE PROTECI£p WHIT A SINGLE UNE OF APPROVED BARRIERS OR OTTER APPROVED SEDIMENT CONTROL DEVICESTOPREYEM$MIMEMNUY EFROMOTIERAMM.. T. STOCKPILED IMTERWLS SHINE.BE PROTECTED BY COVER. APPROVEBA D RRIERS OR OTHER APPROVED SEDIMENT COMREI DEVICES. B SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND MAPS. PERIMETER BERMS. FILTER FENCES. BERMS, SEDIMENT BARRIERS, VEOETATVE SUFFERS AND OMER MEASURES INTENDED TO TRAP SEDIMENT MI PREVENT THE TRANSPORT OF SEDIMENT INTO WATERS OF THE STATE OR NEIGHBORING PROPERTIES SNALL BE INSTALLED, CONSTRUCTED OF. IN THE CASE OF VEGE1EATNE BUFFERS. PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE UWO ALTEMTEN PROCEM. 10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING TRE NECESSARY DEWATERING MINES FROM THE LOCAL WATER MANAGEMENT OIBTRIET OR OTHER REGULATORY AGENCY. 12. MERE PUMPS ARE TO BE USED TO REMOVE TUNED WATER MOM ME CONSTRUCTION MFA, THE WATER SHALL BE TREATED TO REDUCE TURBIDLY TO STATE WATER DUALITY STMOMDS PRIOR TO DISCHMOE TO THE WETLANDS, TREATMENT METHODS INCLUDE, FOR EKVIPLE TURBID WATER DOW PUMPED INTO GRAESEO GOATEE OR MPROPRNTE VEGETATED MEAS POWER TNN URAND PREGFRVATON AREAS AND WEMND MORD BJ, SEDIMENTS BASINS, OR MEM CONFINED BY M APPROPRIATE ENCLOSURE SUCH AS TERNEBY BARRIERS, AND KEPT CONFINED UNTIL OR TURBIDITY LEVE I. MEETS STATE WATER QUALITY STANTER. 13.IF WIND EROSION BECOMES 81GNIFICAM BURINS CONSTRUCTION, THECONIRAMOR SHNLSTMIIRE ME MFEMED AREA, USING SPRINKLING, IRRIGATION. OR OTHER ACCEPTABLE METHODS. 14. THERE IS TO BE NO DISCHARGE BE PUMPING. MEET FLOW, SWALE, DNR, CETC.) INTO EXISTING DITCHES OR CANES WERWUT THE USE OF BETTING PONOS OR DEVkEB. IF THE CONBNCTOR DESIRESTO DISCHARGE INTO EBSTING ORCHES OR CANALS A SETTING PUN PREPARED BY ME CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD MD LOCAL REGULATORY MENCY PRIOR TO CONSTRUCTION. 15. WHERE MPL MUEB SOIL TRACKING PREVENTION DENLES SHALL BE PROVIDED AND MAINTAINED PER FD.O.T. INOF% NO. 106M EDEA. 16. THE EROSICN CONTROL DENIM QUANTITIES SHORN ON ME BID FORMS ME ESTIMATES OF THE ACTUAL QUANTITIES THAT MAY BE ENCOUNTERED DURING CONSTRUCTION. IT IS ME RESPONSIBILITY OF THE CONTRACTOR TO SPECIFY ACTUAL QUANTITIES AND COSTS ASSOCIATED VIUM THIS SPECIFIC EROSION CONTROL NEIEMENTATON SCHEDULE EROSION CONTROL MOM MAY BE ADDED OR DELETED FROM THE PAY ITEM OUT AS THE EROSION CONTROL IMPLEMENTATION SCHEDULE PRONDED BY TIE CONTRACTOR IS MODIFIED TO MEET SITE SPECIFIC CONDMON8. 17 ALL EROSION CONTROL FENCES, DAUSEENE AND SITUATION DEVICES SHALL BE ERECTED PRIOR TO ANP` LAND ALTERATIONS, SHALL BE MNMNNM IN GOOD MEYERS ORDER DURING CONSTRUCTION, AND RFMOMED FOLLOWING SOIL STMIU2ATDN AND FIRM. DRESSING, BUILT-UP SEDIMENT WILL BE REMOVED FROMSILTFENCESMDSOUSM NRBIDMBARRIERSWHENMH RMRMONETHIWTIEHUGHTOFTRE FENCERMRIER. STOCKPILE MEM STAFF INCWDE SILT FENCE AROUND ME PERMETER 18. THE CONTRACTOR SHALL NOT REST ICTOR BLOCKTHE FACING DRAINAGE FLOW OVERLAND OR WITHIN RESHAPED MALES. FLOW WTHIN ESSTNG DRAINAGE ARES SHALL BE MARTYRED AT ALL TINES. STORMNAMA WILL BE CONVEYED WA EGISUNG BIGNESS, DECHES. OR PROPOSED DMHEB, MISTING ANN PROPOSED STORM SEWERS. 19. DURING DEWATERING OPERATIONS, THE CONTRACTOR SHALL NOT DISCHARGE DIRECTLY TO RECEMNS WATER . ENISNNG CONVEYANCES TO RECEMIMMENSE ERS, OR NETYS LAM STEMS. TEMPORARY SEDIMENT BASINS. TOM$$. OR SILTATION REDUCTION DEVICES SHALL. BE UTILMEO TO COLLECT WE dSCHARGE FROM EWATEMEGACTMTIESTO FLNINATETHE POTEMML FOR OFFSTE MOIMSHEMAN PORTED TONSURE THAT DIRECT DISCHARGE DOES NOT OCCUR. 20. BANKS SHALL BE PROTECTED FROM EROSION OR COLLAR DURING CO SE URN CONSTRUCTION. M ABO OTECTIDN MATERIAL TH ULED BE ER ENLLY PACED FROM TIE BANK AND NOT WARPED FROM ABOVE IN E UNCONTROLLED HELD ON EROSION CONTROL EMRIC SIWL BE USED FOR EROSION PRBTECFION EUMSE BOB VALL IN HOLD OR BECOME ESFMUSHED IN TIME TO PROTECT TIE BANKS. UNLESS OTHERWISE SPECIFIED IN THE PEONS UPON CONSTRUCTION CO FI RATIONCONSTRUCTON. NL RANKS FROM WATERWAYS SHALL BE RESTOgEDTOTHEIR PRE CONSTRUCTION CONFIGURATIONMO PROTECTION FROM EROSION. 21. IF APPLICABLE, ME CONTACTOR SHALL BE RESPONSIBLE FOR PROTECTING POND FILT ➢KEN SYSTEMS FROM BEING CLOGGED UNTIL "RMARO COUNTY DETERMINES THE CONSTRUCTOR IS COMPLETE. IF FILTER MATERIAL IS CONTAMINATED, ITSHALL BE REP LACED AT TIE EXPENSE OF THE CONTACTOR E. CONTRACTOR M COORDINATE WEH LOCAL MUNICIPALITY MEARDINO PREPARATON AND PERMITTING WTINTEENMESMEARAM, CONTROL DETAILS {4�, G2BZJ W is /®�q/yys ill'JFr FV On.r•T� '.C` CTOE aC AMP ''L„�BSioeiaik” E �C 380 Park Place BNB. wile $OQ-727531.3 Flulitla, 33758 BE LICE S ROSE .P.E wmY.ardToWamm -Wn No. 35,5 FL LICENSE N0.62B60 CeNifipleafpuNolRatbn rva.3B93 LbMM# 3590 DATE: 0.08-14 RNIs�Ev DATe: 03-a5-15 C4 of 20 wpu:etnnmuuaeneewaaven++MM axw(e4mmwmMbalwse mmunxuwl�a lMnr�mwvamalaeMar meimrmammabee,En,mAMmmme¢a TEMPORARY SYNTHETIC SEDIMENT BARRIER n AT STORM DRAIN DROP INLET O un xT,F, EROSION AND SEDIMENTATION CONTROL NOTES I. R 18 THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL AND PREVENT EROSION AND THE TRANSPORTATION OF SEDIMENT M SURFACE ORNNS AND ENTENTES. REFER TO CONSTRUCTION PONS. DETABOL SPSoTIWTONS AND APPROVED PERMITS FOR DETNLS.SEOIMEM DEPOSITS SHALL BE RNMOVFD WHEN THEY REACH $IN INCHES ON AN EROSION DI 2. DURING INE CONSTRUCTION OF SWINGS STRUCTURES, AND OTTER STRUCTURES REMOVING EXCAVATION.TREWO CMRSHALLPLACEMPROVEDBAPNERSOROTHERAPPROVED DEVICES AROUND SUCH SMUC URC4 TO PREC E T EROSION PND ME MIGRATION OF SEDIMENT TO FEINTS OUTSIDE THE CONSTRUCTION AREA THE APPROVED BARRIERS OR OMER APPROVED DEVICES $HALL BE PLACED IN ACCORDANCEWTIHREOUIREMEMSOFFD.O.T.INDE W.T@,MEP.ORASMIR EDBYTHEENGINEER. 3. REQUIRED EROSION CONTROL MEASURES MU ST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTAL. OR PROPERLY MAINTAIN REQUIRED EROSION CONTROL WILL RESULT IN ENFORCEMENT ACTION. ALL EROSION CONTROL MEASURES, SAND, SILT. AND DEBRIS SHALL BE REMOVED FROM ALL DHAINAGE PIPES AND STRUCTURES AFTER CONSTRUCTION HA68EE4 COMPLETED AND P..M COUNTY F=`NlLK-TRROUCH. 4. OUTFALL PROTECTION - PROJECT PIPE OR DITCH OA40HARGES INTO OFFSITE OUTFAUS SHALL BE INEEMCTEE DAILY FOR POSSIBLE SEDMENT BUILDUP OR WANSPORL OUTFALLS SHALL BE PROTECTED THROWN USE OF EROSION CONTROL FEATURES M NECES&WY TO CONTNN ANY SEDIMENT LOSS TO THE IMMEDIATE AREA OF ME PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFFSITE SHALL BE ME CORRMCTORS RESPONSIBILTY TO REMEDY, TUE CONTIW.TOR SHALL USE APPROPRIATE MEASURES AS DIRECIEDBYTHEPROJECT ENGINEER FOROUTFALL PROTECTION. 5. APPROVED BARKERS (OR OMER APPROVE➢ SEDIMENT CONTROL BEVICES: THESE SHALL BE PL\CED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE PND TRANSPORT SEDIMENTS OFFSITE APPROMTD BARRIERS SHALL BE 00 SITE STAKED IN ACCORDANCE WTIR REECEE INDEX NC. IM OR MEP IF EROSION DEPOSITS REACH TILE TOP ELEVATION OF EXISTING APPROVED BARKER MEN S SEDIMENTS 6HWID BE REMOVED ANY DAMAGED I O0. INEFFEOF APPROVED BRIERS ARE TO BE DINEXTEO WTTH HEW ONES THE LOCATION AND INSTAWITION OF APPROVED BARRIERS SHALL BE PS DIRECTED BYTNEPRQIECTENGINEER. 6. BACK OF IABUMMLK INLETS OR M EDEN INLETS THESE SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT 18 COMPLETE ELEVATION OF GROUND OUTSIDE INLET TOP SHALL NOT BE HIGHER MAN INLET TOP. APPROVED BARRIERS ON OTHER APPROVED MEE MEDT CONTROL DEVICES S. BE INSTALLED MOUND INLET TOP. A SEROW OF ROOF APPROMED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEIX E6 LL SHAW RECCES AROUND INLET MMOMMATELYP OUTSIDE FIRST ROW. SETVREN HEAD WERE SHALL BE A DEPRESSION TO ACT M A SEDIMENT MEN. COMPLETED INLETS IN PAVED AREAS SHALE ALSO BE PROTECI£p WHIT A SINGLE UNE OF APPROVED BARRIERS OR OTTER APPROVED SEDIMENT CONTROL DEVICESTOPREYEM$MIMEMNUY EFROMOTIERAMM.. T. STOCKPILED IMTERWLS SHINE.BE PROTECTED BY COVER. APPROVEBA D RRIERS OR OTHER APPROVED SEDIMENT COMREI DEVICES. B SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND MAPS. PERIMETER BERMS. FILTER FENCES. BERMS, SEDIMENT BARRIERS, VEOETATVE SUFFERS AND OMER MEASURES INTENDED TO TRAP SEDIMENT MI PREVENT THE TRANSPORT OF SEDIMENT INTO WATERS OF THE STATE OR NEIGHBORING PROPERTIES SNALL BE INSTALLED, CONSTRUCTED OF. IN THE CASE OF VEGE1EATNE BUFFERS. PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE UWO ALTEMTEN PROCEM. 10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING TRE NECESSARY DEWATERING MINES FROM THE LOCAL WATER MANAGEMENT OIBTRIET OR OTHER REGULATORY AGENCY. 12. MERE PUMPS ARE TO BE USED TO REMOVE TUNED WATER MOM ME CONSTRUCTION MFA, THE WATER SHALL BE TREATED TO REDUCE TURBIDLY TO STATE WATER DUALITY STMOMDS PRIOR TO DISCHMOE TO THE WETLANDS, TREATMENT METHODS INCLUDE, FOR EKVIPLE TURBID WATER DOW PUMPED INTO GRAESEO GOATEE OR MPROPRNTE VEGETATED MEAS POWER TNN URAND PREGFRVATON AREAS AND WEMND MORD BJ, SEDIMENTS BASINS, OR MEM CONFINED BY M APPROPRIATE ENCLOSURE SUCH AS TERNEBY BARRIERS, AND KEPT CONFINED UNTIL OR TURBIDITY LEVE I. MEETS STATE WATER QUALITY STANTER. 13.IF WIND EROSION BECOMES 81GNIFICAM BURINS CONSTRUCTION, THECONIRAMOR SHNLSTMIIRE ME MFEMED AREA, USING SPRINKLING, IRRIGATION. OR OTHER ACCEPTABLE METHODS. 14. THERE IS TO BE NO DISCHARGE BE PUMPING. MEET FLOW, SWALE, DNR, CETC.) INTO EXISTING DITCHES OR CANES WERWUT THE USE OF BETTING PONOS OR DEVkEB. IF THE CONBNCTOR DESIRESTO DISCHARGE INTO EBSTING ORCHES OR CANALS A SETTING PUN PREPARED BY ME CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD MD LOCAL REGULATORY MENCY PRIOR TO CONSTRUCTION. 15. WHERE MPL MUEB SOIL TRACKING PREVENTION DENLES SHALL BE PROVIDED AND MAINTAINED PER FD.O.T. INOF% NO. 106M EDEA. 16. THE EROSICN CONTROL DENIM QUANTITIES SHORN ON ME BID FORMS ME ESTIMATES OF THE ACTUAL QUANTITIES THAT MAY BE ENCOUNTERED DURING CONSTRUCTION. IT IS ME RESPONSIBILITY OF THE CONTRACTOR TO SPECIFY ACTUAL QUANTITIES AND COSTS ASSOCIATED VIUM THIS SPECIFIC EROSION CONTROL NEIEMENTATON SCHEDULE EROSION CONTROL MOM MAY BE ADDED OR DELETED FROM THE PAY ITEM OUT AS THE EROSION CONTROL IMPLEMENTATION SCHEDULE PRONDED BY TIE CONTRACTOR IS MODIFIED TO MEET SITE SPECIFIC CONDMON8. 17 ALL EROSION CONTROL FENCES, DAUSEENE AND SITUATION DEVICES SHALL BE ERECTED PRIOR TO ANP` LAND ALTERATIONS, SHALL BE MNMNNM IN GOOD MEYERS ORDER DURING CONSTRUCTION, AND RFMOMED FOLLOWING SOIL STMIU2ATDN AND FIRM. DRESSING, BUILT-UP SEDIMENT WILL BE REMOVED FROMSILTFENCESMDSOUSM NRBIDMBARRIERSWHENMH RMRMONETHIWTIEHUGHTOFTRE FENCERMRIER. STOCKPILE MEM STAFF INCWDE SILT FENCE AROUND ME PERMETER 18. THE CONTRACTOR SHALL NOT REST ICTOR BLOCKTHE FACING DRAINAGE FLOW OVERLAND OR WITHIN RESHAPED MALES. FLOW WTHIN ESSTNG DRAINAGE ARES SHALL BE MARTYRED AT ALL TINES. STORMNAMA WILL BE CONVEYED WA EGISUNG BIGNESS, DECHES. OR PROPOSED DMHEB, MISTING ANN PROPOSED STORM SEWERS. 19. DURING DEWATERING OPERATIONS, THE CONTRACTOR SHALL NOT DISCHARGE DIRECTLY TO RECEMNS WATER . ENISNNG CONVEYANCES TO RECEMIMMENSE ERS, OR NETYS LAM STEMS. TEMPORARY SEDIMENT BASINS. TOM$$. OR SILTATION REDUCTION DEVICES SHALL. BE UTILMEO TO COLLECT WE dSCHARGE FROM EWATEMEGACTMTIESTO FLNINATETHE POTEMML FOR OFFSTE MOIMSHEMAN PORTED TONSURE THAT DIRECT DISCHARGE DOES NOT OCCUR. 20. BANKS SHALL BE PROTECTED FROM EROSION OR COLLAR DURING CO SE URN CONSTRUCTION. M ABO OTECTIDN MATERIAL TH ULED BE ER ENLLY PACED FROM TIE BANK AND NOT WARPED FROM ABOVE IN E UNCONTROLLED HELD ON EROSION CONTROL EMRIC SIWL BE USED FOR EROSION PRBTECFION EUMSE BOB VALL IN HOLD OR BECOME ESFMUSHED IN TIME TO PROTECT TIE BANKS. UNLESS OTHERWISE SPECIFIED IN THE PEONS UPON CONSTRUCTION CO FI RATIONCONSTRUCTON. NL RANKS FROM WATERWAYS SHALL BE RESTOgEDTOTHEIR PRE CONSTRUCTION CONFIGURATIONMO PROTECTION FROM EROSION. 21. IF APPLICABLE, ME CONTACTOR SHALL BE RESPONSIBLE FOR PROTECTING POND FILT ➢KEN SYSTEMS FROM BEING CLOGGED UNTIL "RMARO COUNTY DETERMINES THE CONSTRUCTOR IS COMPLETE. IF FILTER MATERIAL IS CONTAMINATED, ITSHALL BE REP LACED AT TIE EXPENSE OF THE CONTACTOR E. CONTRACTOR M COORDINATE WEH LOCAL MUNICIPALITY MEARDINO PREPARATON AND PERMITTING WTINTEENMESMEARAM, CONTROL DETAILS {4�, G2BZJ W is /®�q/yys ill'JFr FV On.r•T� '.C` CTOE aC AMP ''L„�BSioeiaik” E �C 380 Park Place BNB. wile $OQ-727531.3 Flulitla, 33758 BE LICE S ROSE .P.E wmY.ardToWamm -Wn No. 35,5 FL LICENSE N0.62B60 CeNifipleafpuNolRatbn rva.3B93 LbMM# 3590 DATE: 0.08-14 RNIs�Ev DATe: 03-a5-15 C4 of 20 LbMM# 3590 DATE: 0.08-14 RNIs�Ev DATe: 03-a5-15 C4 of 20 0 cu. NItl M¢ APO 0 8 2015 INCE MA". A". WEIR I METINGIMPROVEMENT6 TO AN REMOVED I � �I I - -- CENTERLINE - RIGHT OF -WAY :v SRT PENCE 6 AREA OE CONCRETE DEMOLITION :IB60 AREA GI MPHALT DEMOIFTION FL FL LICENSE N0.62Bfi0 �I�yB � v Xid J I—PROTECTION i TO BE REMOVED E E TIME PROTECTION ry Y2i I 7 X20. -t—Brs /1 x°DNt`BI 1 X36 I { 67 l L I 21 V,.31 11 `2oA I ' x21 -x21.2 J YAC M448 ASI' �� X. 12 -1'9 �OB c6La)_'_.- �=-2' � x209 — I 21 � , _ X x zo..�i p,I PS MN LYltt x208 kxR 01, P6AI 3 1208, 208 I: _ x20.] 20.7 -2y. 2 x20.9 209 fol Y I 121 2 X21 T 0 q 3 .`J'�(�\ ze D9tvuraurawnlr sTGTc.R lrrca 20,3 '23SO X30 TT3.Sb/T/l PROVE.1MI a X21 9 ti0 X21 9 .mMeamn, Aro Bw6T 3 WBOAK2 &vn4E nM OF xxo SMD (arum 9 mrT COs rea'wrBY APg 3 PUTeax; za vaaz rGE r %X x21 J K ✓� 3 3 I �j y -sem x21.0 X20.9 x20J 1208. _I T x2t 5 I Xaoa XIJ 'IT 1206 x20.6 ' I X20.8 :8 x20.8 POJ oa 208 X208 x208 .. - Til o 20 ] X3'Ij 206. _0-20] x20.] 0] 07 _ 20.5 x205 , i I ' 0.9 ,D.] {IIS 1 9 '' � XI 0 I\ f 19 0 0.PNYa6 k NLYIp.1N[E ® af® s f3NT I �_-- — J�l 13 1117-17- xna18 I /P �\ - ° — h03i 3 X 30.°4 ° T L_ a>�aTi *teamn(mRAay) rose O5 �/nH x N x30.,3 J lY{! C -. M SEBASTIAN BLVDA� 9051 �yyT —X 3 — — J — 3 43 MB NT w , LANES — ' �(SMINIBT.ZE 3Da, OUND _ x mM wma I�T'.-l,�.U�'TB _ - 1�3 —w AD ._ "mS.r 21 _ - L—xzasa—-xz°..4 18 ° 9 KEY NOTES: OINIT W. SI LT FENCE LOCATION (PEEEftroDETNL Icq O1 SOILTRAONNGPREVENTIONDENCE (REFERMDUALICI) OREMOVELWOSCAPIIVG REMOVETREE6, PALMS, XEOGE .ETC. OEROSION PROTECTION AROUND SRLVCNRE GYM I HE TC MY PROTECT ION ISOCK). REFER TO DETAIL VCO. ©SANITARY SEWER EXISTING SW ITARY SEWER. MANHOLES AND CLEANOUTS TO REMAIN OSTOW SERER S EXISTMGSTORMBTRUGNRESAND A350CNTED PIPE TO REMAIN OPOTARMWAPM IXISTING POTABLE WATER AND APPURTENANCESTOREMAINUNLESS OTHERW6ENOTED. OB FIRE ENTSTIN°fYDGFFI E'HYDRANTTOREMAIN OFIBER WTIC EXISTING FIBER OPNC TO REMML 0 MLIDES EXISTING URLIDESTO REMAIN UNLESS OTHER`MSE NOTED. ANY REMO VAL OR RELOCATIONBE COORDINATED THRWGX UTILRYPRONDER. fT REMOYEEQSRNGCMPFIPE EXISTING CMP TO BE CUT AND REMOV ED TO T OUf61DE EXISTING PAVEMENT. f2 REMOVE AND CAP IXISTING CMP PIPE IXISTING CMP M BE CUT PND CAPPED 2' OUTSIDE EMITTING PAVEMENT. i$ TREE PROTECTION TREETO Rd1AIN GENERAL NOTES: 1. REFERTOPRORCTMVIUALFORADDRIGNLL REOUIREMEM6, 2 NOCHISNATEYpRIL. OTHER RITE RELATED DEVELOPMENTDRM NGS. 9 ANY EARTHS 6IDEWANNN DISREPAIR TO BE SAWLLR, RRIOVED.ANDRU... 4, CONIRACFORTOFID➢ GEDRYLOCAT0.NOFALL LO R RIFE P W OR TO DEMOLITION ANOLR CWHOSSCRON. S COMMCTORttICIR fAP,ANO REilO4EALLE%I6TINfi LORDIE6 TO THE PROPERTY LINE NOT TO BE RERrD ANNOR REUSED BE GAS LINE. IECTRIGL,.RPOLEs WATFRflNSGA.A, TM ROPHIRNIGTON ETCJ 6 PRIORTOINSTAIMON GENERALCONTRA RTO CONFIBMTINTI.C.P0 E6 WlOSCAFlNGAXO UHLRIE6 D0 NOT CONRICT W OR SIGN LOCATION SNfMHIFANYP0TENRALCONFGCTMDISCOVEREO, OENEMLCMRP .7000NTACTTSEOREILLY PROJECTADMINISTRATOR9EFDREPROWEEONO. T ALLARVSOIMMEDINTHERIGMOFWAYSNALLBE SMIRKED M ORIGINAL CONDOON OR 9FTTEA. A THE CONTRACTOR M REQUIRED M APPLY FOR AND OBTAIN ACm OFSERISTux LdIMERCULuwO CLEARING PERMIT BEFORE ANY OEMSURON AN D TREE REMWALACTMIIES B. TNECdPRACttIRMREOUIREDMC.Jl.T..TH TRECT'CFMNAM NT.MARMINEIFFNY THREATENED OR ENDANGERED SPECIES ARE ONSITE PRIORTOCOMMENCMEM OFOESCAGDONANOIOR CONSTRUCTRN SPECIAL HAZARDOUS MATERIALS NOTE: f ANENNRONMERAMTOPROJECT REEK PERFORMEOONTHE EXIRTINO SITE REFER TO PROJECT MANUAL 2 IF THIS PROJECT CONTAINSHAUROOVS MATE SALSCONTRACTOR IS TO PRONDE PROPER HANDLING, REMOVAL AND DISPOSAL PER ENVIRONMENTAL ANALYSIS RECOMMENDATIONS. SYMBOLS LEGEND REFER TO SURVEY ON IXISTING CONDITION SYMBOLS LEGEND EROSION CONTROL PLAN METINGIMPROVEMENT6 TO AN REMOVED PROPERTY LINE - -- CENTERLINE - RIGHT OF -WAY :v SRT PENCE 'P Cc •iN AREA OE CONCRETE DEMOLITION :IB60 AREA GI MPHALT DEMOIFTION FL FL LICENSE N0.62Bfi0 601LTFACRING PREVENTION COALE I—PROTECTION xTREES TO BE REMOVED E E TIME PROTECTION EROSION CONTROL PLAN ti SITE DEMOLITION PLAN C No. 53990 '. 3 N iT.ppu ST - ORRR. kms TBE 'P Cc •iN 380 Fail, Phw,.HNHN..-nTm'.3505 tle, 33754 :IB60 W+'^'.°mLngEe.wm-rzT.N. 3505 FL FL LICENSE N0.62Bfi0 Cenif re°°PUMRIIzetl°n N. 3843 v€ DATE: 0506]4 C5 o£ 20 EIE CE0V ED APR 0 0 P015 M..WOIL In 1 I P.OUB MRLAYOUTOFNEWSRE THEOEMFIOPMEMISPARALLELB PERPENOICUTARMTHERWIJNEOF 1 WMIBROW(N35.41'01-149 17367' .... yu•—i - ? N G g a=2107.00' m S LANES) 9_ FGnr GF eEMMreF C=3758' A-37.58 — _ (EASTBOUND.. _ _ ABEAOFPoNCNET! ANEAOF PAWN. 0111 NEW MONUM8HT 810N LOCX C� NEW CONO8EM WHEELSTOP DIP NEW U.- POLE LOCATION ® NEVI PEN.! CONSTBNCNON —"'----- PBOPEXTYLIX! CENTER LINE BIO1R•. P.WAY KEY NOTES: OCONCREIEPAWNG: REFERTOOETAILSM980IC9. OCONCRETE DUMPSIER PAD: REFERTODETAILM9. OCONCRETEWRB' 1EFERTBDETAIL131C0. OCCNCRETESIDEWALN: REFER TO DETAILS 5109, f GC9, AND 1.11, OCOUCRETEDO RLANDINO REFER TO OETNL BIC9. RAMP PAN NG AS INDICATED. LANDING CAN BE POURED MONBITTHIC IF CONCRETE PAWNG IS USED. O0 STEELBOLIARD: REFERTODETAIL IXC9. PRONDE (2) AT TRASH PAD ANO OVERHE NLI PROWDE(0) AT FRONT ENTRANCE. REFER TO STRUCTURAL PLAN FOR LOCANDN. OHANDICAP PARKING SIGN: REFERTODETAILUC9. O0 CONCRETE CURB RAMP FOOT CR -G) REFER TO DETAIL= 11 A=11. OHANDICAPPARKINGSYMBOL: REFERTODETNLI/CB 10 HANDICAPACCESSUNLOADINGLONE SLOPE 2% MAX EACH WAY AND STRIPE AOACOMPLNNT. 11 DUMPSTERENCLOSURE: PER DETAILS TAH o. 2/C IO AND 3/CIG, OSCREEN FENCE GATE REFERTBDEFNL UCIDAN031C10. 13 8Vx METEWNEONGON TO xBTxeN LONGCBNCRE(E.ANCHCft TO PAWNG BARE (2) 1 NG).GMREBPR (ttl SIT LEVEL WITH PAVING). REFERTOOETAIL7/C9 t6 PARKINS LOT UGHNNG: REMRTOSNEEIECTRICALPLW FCR LOCGNONANDTYPE. UMITSBFNEW PAWNG: MATCHEXISRNGPERCCUNTYANDOR STATE STANDARDS. .IB REL DOWN CURB: TERMINATEAND ROU DOWN NEW CURB WHERE INDICATED. ROLL DOWN AT I2 1T STRIPING: FROWOEPMDEPARKINGLOTSTRFIW AS SHOWN. USE HIGHWAY MARKNG PAIM- WHIMI2CBATS) 1B SIGN LOCATION: SIGN FURNISHED AND INSTALLED BY O WUER. REFER TO ST RUCNRAL a 19 STOPSIGNANDPAVEMENTMARRING: TBE (SEE FOOT INDEX Rif& SIGN R1-1) OEMCTABIEWMNINGSURPME 20 FURNISHANDINSTALLDETECTABLE WARNING SURFACE PER FOOTINGEX 304 AND 310, REFER TO DETAIL A/ t8MC11. 21 LGAOINGZBNE AYf LOADINGEGNESTRIPEASSHOWN 22 CONCRE(E CURB OSFRHR INSTPLLFDOTIYPE FCURB. Q CURB TRANSRION ...II3F(oa3%) TRANSISLZA. OM NPEFCURB TO W0.B 38.0325F(10o%) IN OEI'NL 131L9. ® OUR. RAMP ISUNSF(.A.) SEE FOOT INDEX 304 FOR CR -D TYPE CURB &9RSF(U.%) RAMPMTHMUWAWDDOME SITE DATA TABLE: 1.SIIEACTRESB: ]N S... 2..RDSO SNE AR. MUGSIIF(➢.&2]ACI & CASTING LAND USE: CGGENERALCCMMERCNL M BUILDING SETBACKS LANDSCAPE BUFFERS REQUIREDREQUIRED FRONTOM_SR FRONTLW)-,OFF SwEQQ-31 sIDEs(Nas)-10 FF N.—RNERNT-BFT RPARRP-10FT REARLE)-,o FF ]. PPRNNGREODIREMEN]s: 17. A EFER 15o5FOF RETNIARFA (3%BSSFl BRACE PER I,. SF OF $]O RAGE ARRA 11 FAR NG REOUIRED: 2S SPACES PARNNO SPACESPROWDEO: REGNAR PARNND ...E. HANDICAP RMANM TOTAL PARMNG SPACES PROMISED 31 SPACES TFL000mNE THIS PROPERTY LEN WITHIN FLOOD WINE W AS DEPICTED ON ROCCO INSURANCE MITE MAP NO. 12WICDI 11 H. EFFECTIVE DATE DECEMBER 4. 2012. 9. THERE ME NO ENWRONMENTALLY SENSITIVE AREAS ONTHISSNE 10. NL MECHVIIGAL EOWPMENT SHALL BE SCREENED IN ACCORDANCE MIH ALL APPUCABLE CITY OF SERkSTWNREQUIREMPNT3. 11. BNLDIND NMW.. 2811 IN GENERAL NOTES: A. REFER TO PROJECT WNUAL FOR ADDITIONAL REQUIREMENTS. 0 ALL SITE DIMENSIONS TO THE GUTTER LINE OF CURB, CONCRETE OR PROPERTY LINE UNLESS OTHERMSE NOTED. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND START NO CONSTRUCTION. C. COORDINATE WORK WTH OMEN SITE RELATED OEVELOPMEMDRAMNGS. D. REFER TO STRUCTURAL PLANS FOR OEWLWMENT OF SIDEWALHS ADJACENT TO FOUNDATIONS. E. MY BASTING SIDEWALK IN DISREPAIR TO BE REPLACED. SI OEWALK PER DETAIL 1 WC9. G. SNE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF SEBASTgNgNp tlREILLY CONSTRUCTION SPECIFICATIONS. H. PRIOR TO INSTALLATION, GENERAL CO RACTOR TO CON FIRM THAT LIGHT PEES. LANDSCMJNG AN 0 UDUTIES DO NOT CONFLICT NTH SIGN LOCATION SHCMI IF ANY PC WNTlAL CBNFUCT IS DISCOVERED. GENERAL CONTRACTOR TO CONTACT THE UREILLY I. CONTRACTOR TO APPLY FOR A SEPARATE SIGN PRNNI SITE DEVELOPMENT PLAN SAE: 08-08-14 V REVISION DALE: 12-11-14 Gequr r=Ea o 20' Aa• Balzas cnlwr7® "11J/ 18 TBgCK3 TBE 39 FTPTO-U. w wnv.nlMWEe.wm-727.RWS505 Ceffl aW oTAUft&Aon Nm 3843 ( C6 20 FF FF S GREPAFATISTINC: PAWNGANDCBNOR. 2,121 SF S0.]%) BUIIDINGAREA OSFRHR MTALIMPERWOUSAREA 2,121 SF 0.]%) PERNBUSARFA ...II3F(oa3%) GROSS MEAREA 38.0325F(10o%) SSNEAREA(PRBPOSED, PAWNBANDCURS ISUNSF(.A.) SUM1OINGAREA &9RSF(U.%) CONCRETE 1,311 SF 13.7) TOTALIMPERWBUGAREA .,HNSF W.9%) PERWCUSAREA 1,,SBBMUS.t%) GROG... WMAFN1 ) FLOBRAREARATW R.GS-G.193(IR3%) ]. PPRNNGREODIREMEN]s: 17. A EFER 15o5FOF RETNIARFA (3%BSSFl BRACE PER I,. SF OF $]O RAGE ARRA 11 FAR NG REOUIRED: 2S SPACES PARNNO SPACESPROWDEO: REGNAR PARNND ...E. HANDICAP RMANM TOTAL PARMNG SPACES PROMISED 31 SPACES TFL000mNE THIS PROPERTY LEN WITHIN FLOOD WINE W AS DEPICTED ON ROCCO INSURANCE MITE MAP NO. 12WICDI 11 H. EFFECTIVE DATE DECEMBER 4. 2012. 9. THERE ME NO ENWRONMENTALLY SENSITIVE AREAS ONTHISSNE 10. NL MECHVIIGAL EOWPMENT SHALL BE SCREENED IN ACCORDANCE MIH ALL APPUCABLE CITY OF SERkSTWNREQUIREMPNT3. 11. BNLDIND NMW.. 2811 IN GENERAL NOTES: A. REFER TO PROJECT WNUAL FOR ADDITIONAL REQUIREMENTS. 0 ALL SITE DIMENSIONS TO THE GUTTER LINE OF CURB, CONCRETE OR PROPERTY LINE UNLESS OTHERMSE NOTED. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND START NO CONSTRUCTION. C. COORDINATE WORK WTH OMEN SITE RELATED OEVELOPMEMDRAMNGS. D. REFER TO STRUCTURAL PLANS FOR OEWLWMENT OF SIDEWALHS ADJACENT TO FOUNDATIONS. E. MY BASTING SIDEWALK IN DISREPAIR TO BE REPLACED. SI OEWALK PER DETAIL 1 WC9. G. SNE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF SEBASTgNgNp tlREILLY CONSTRUCTION SPECIFICATIONS. H. PRIOR TO INSTALLATION, GENERAL CO RACTOR TO CON FIRM THAT LIGHT PEES. LANDSCMJNG AN 0 UDUTIES DO NOT CONFLICT NTH SIGN LOCATION SHCMI IF ANY PC WNTlAL CBNFUCT IS DISCOVERED. GENERAL CONTRACTOR TO CONTACT THE UREILLY I. CONTRACTOR TO APPLY FOR A SEPARATE SIGN PRNNI SITE DEVELOPMENT PLAN SAE: 08-08-14 V REVISION DALE: 12-11-14 Gequr r=Ea o 20' Aa• Balzas cnlwr7® "11J/ -od.m-Is TBE 330 Park Plam BIW,. We NO. CM GM%e Flw a. M759 wnv.nlMWEe.wm-727.RWS505 Ceffl aW oTAUft&Aon Nm 3843 ( C6 20 OS �ECEIV APR 0 a mi ,J OMESu19+ �4.9Aipl1] sNBIGee:D.:.ro TMEDE LLIPMMTISPARM ELS I PMPSJOILVLARMTNERAVLINEOP - I- !•. RVAIRROWAV W41'01' PO 067 I I .. t) X rc 14 1 / / 0 11" acme N / y RRA Tz9m a� a�.w N43°3504°E tB6'1 ) 1, — — 5] T 1 ...AL c US p pIGE2B.,.. P fl AN." — 2159 _ , 2141 225. AWA.'A¢A= x20.9 21AC A ` 21At x20.8 0., 0" .. i x20.8 AN, FB 26. P68J AH a 15 M"sst5 x20.J x20.J 2152 0 I6 215021 x 2r� 21 n 20-. LOAOWGARFA I _ 21. �22M ns9" 14 1 g N 211 i0 21.75: 18 ,u• ��9 I x20.6 x20.6 / �I2 _' X,g j/\ � 1� � 4681 x208 ItTO j 2:ZO 1 �2P`3 - I I I I �z+z,e l�i / ��91<xTc< .✓�Np/��''t �ss60.21I AII trtj S oaO'ReillyA., 6 ®7 — p«x208 20 ,8 1981 It 21 3 » t ft00RCYF/AilOM22ffi(F.F.E ON 22M x2 c.22A0 .�OINGSNEETSTO BE IW.PYJ /x20Jx20J .\BB Y89EGREUBOOR9 x200] r64 _= xa r� n/ 267 48°50 25 E 92 1_18Afif -r EO J1J 2-7 21 +zoA I �zda� % 30 % .'—"S GAIS I I 1 nz xto.a35 M MPH_ J2D iB s4911 04111 l AO 6A✓ ._._-.. x,o�, '� SE'�iPASTlAN BLVDAPR 0 uJ � is I I � LANES) 90 (EAST BOUND-- _ -;•,6 - IgS^ X,B BB US p pIGE2B.,.. P fl AN." — 2159 _ , 2141 225. AWA.'A¢A= x20.9 21AC A ` 21At x20.8 0., 0" .. i x20.8 AN, FB 26. P68J AH a 15 M"sst5 x20.J x20.J 2152 0 I6 215021 x 2r� 21 n 20-. LOAOWGARFA I _ 21. �22M ns9" 14 1 g N 211 i0 21.75: 18 ,u• ��9 I x20.6 x20.6 / �I2 _' X,g j/\ � 1� � 4681 x208 ItTO j 2:ZO 1 �2P`3 - I I I I �z+z,e l�i / ��91<xTc< .✓�Np/��''t �ss60.21I AII trtj S oaO'ReillyA., 6 ®7 — p«x208 20 ,8 1981 It 21 3 » t ft00RCYF/AilOM22ffi(F.F.E ON 22M x2 c.22A0 .�OINGSNEETSTO BE IW.PYJ /x20Jx20J .\BB Y89EGREUBOOR9 x200] r64 _= xa r� n/ 267 48°50 25 E 92 1_18Afif -r EO J1J 2-7 21 % 30 % .'—"S GAIS xto.a35 M MPH_ J2D iB s4911 04111 l AO 6A✓ ._._-.. x,o�, '� SE'�iPASTlAN BLVDAPR 5E n7 __ __._ _._ , - 2 "- - — T i�2•RFHAB MZIRIB ],2B pF, 'R zm7,00 - - xto.e�F[N7LY C=7.5A-A-3758 LANES) 90 (EAST BOUND-- _ -;•,6 - n STORFMNATER C®N ®Li� mw. TOTALPROPERTVAREA-Sav ACNES STORMWAPER RASINARFA=D827ACRES POST DEVELOPMENT ALLOWABLE IMPERWOUS=B0% PROPOSED IMPERVIOUS = n% SYMBOLS LEGEND RBA. TO BUFFER FOR.... CONDITION STMROLR LEGEND AREA OF COXCPEiE ANEAOPPA M. ® RAW MONUMENT SION LOCAT D NEW CONCRETE WHEEL STOP V NEW LIGHT POLE LOCADON - NEW PENCE CONSTRUCTION --"—"'- PROPERTY LINE --- CfiNTFA MNE Blow... NO, NIGH POINT 14.00 PAVING ELEVATION EXISFING SPOT ELEVATION KEY NOTES: OSTORMSTRVCNRE ST -1 0T4BOTTOM INLEiIYPE'F FOOT INDEX KO. INS TOPORATEELEV=21,35• 15" RCP CLAS$ N IN V ELEJ NIL"A ^ 1 ] BR t Y..O OR EOUI VALENT 0) -1700' REFER TO DEUOL VCtp O STORM WATER PIPING H LF 15' DIAMETER CLASS IV ROP PIPE OR EQUIVALENT OSTORM STRUCTURE ST2 FOOT DITCH BOTTOM PRET TYPE -P FOOT INDEX NO. 2M TCPGRATEEUW-RASO' UP RLP L1g96 N IN V EL£V (WO = tTAO' 1S RCP CLASS W INV ELEV (SE)=17.00' OVER TODETAILlM6 ©STORM WATER STRUCTURE STI MOT DITCH BOTTOM INLET TYPE 'P FOOTINDEXN0.2W TOP ORATEEIEV=21.20' lw RCPCL-SSIV INVELEVINW1=18.3v REFERTODETNL VC16 OSTORM WATER PIPING 128 LF 15• DIAMETER GLASS NPCP PIPE OR EQUIVALENT OSTORM WATER PIPING 18 LF W DIAMETER CLASS NRCP PIPE OR EQUIVALENT OSTORM PIPING C.NN.T.N CONNECT RCP CLASS N TO E%ISIING CMP USING PERMANENT, WATERTIGHT, CISSIMEAR CONNECTOR ATAPPROXIMATE INVERT ELEVATION OF P.LS', GONTRACTOR TOCONFIRMINVERT. OOOWNSMUT COLLECTION SYSTEM DOWNSPoITCOLLECTIONSYSTEM. TOP GE: 210 INV SUE teetl REFER TO DETAIL 3IC16. LOCATIONSARE APPRCX REFER TO MEP PLANS FOR AODIPONALINFORMATON (G)D NSPOUTCOLIG TONSYSTEM ..ORVRMUTCOUE....YSIEM. TOPELEZI6P INVELE t&55 REFERTUDETAE=IS LOCANONSARE APPRO L REFER TO MEP PLANS FOR ADDITIONAL MFORMV ION, ,p STORMWATER PIPING 711F 12' DIAMETER A4I0W RCP PIPE OR "UNAIE , it STORMWATER PIPING 50 LF tY OWAETERA-2000 RCP PIPE OR Ell ALERT ,2 DOWNSPOUT COLLECTOR SYSTEM OOWNBPoUTCOLLECTENSYSTEM. TOP LLE, 21M INV EUE 1BOT REFER TO DIONL=16, LOCADON3 ARE APPRO%. REFERTO MEP PLANS FOR ADDRIONALINFORMATIXJ t3 ETORMWgTER PIPING TO LF 1Y DWMETER A2NO PIPE KEY NOTES: ,4 DovMSPOLT couEcnoxsysrEM OO WN9PolII COIIECTION 6Y8TEM TOP ELE22]P INV EREODE REFERTODEERTOAI LOCATIONSARE PPPROXWNFOOMEPN. FOR PDORIONPLINFORMAnON. STORMWAPM PIPING 13 39 LFII DMMETEGA GOO PIPE 1S TRAFFICBEFAINGCIEJ•NOUT TOP WW NSPOIITCOLIECTION SYSTEM. ELE:2L5 I INV INV ELE:1].]0' SEORMWATER PIPING 1] t5LF1YDIWEMNA20DOPIPE 18 GRA .A, CANSTRUCTGRANTYWALL PER FDOTINDIX WII.REFERTODETAILM'C12 AS . BE OF WALL EIE V:15.fi0' OR t' BELO W RAIMTOFSWAM MICHE4ERIS DEEPER. TOP OF WALL RANGING FROM 20.0'T021.5'AS SHOWN. WP11 MU6TRE 6TUCCOANOPNNTED TOMATCHARCHITECTU PIANS (SHERWIN IMUUM6KAFFEESIRIN") A. REFER. TO PROJECT MMUAL RADORIO L REQUIREMENTS. B. PLLSDE OIMENSIONSTO THE GUTTER LINE OF CURB, CONCRETE OR PROPERTYUNE UNLESS OTHERWISE NOTED. CONTRACTOR To HELD VERIFY EXI6nNG OCNDMONS BV DETNLEDINSPECnON PRIOR TO SUBMITTING BID AND STARTING CONSTRUCTION. C. CONMV VGR SHALL FIELD VERIFY PROPOSED GRADES MATCH E%ISTNG PAVEMEMAT DRIVEWAY ENTRANCES. CONTRACTIXt SHALL NOTIFY ENGINEER IF DISCREPANCY OCCURS. O COORDINATE WOPK WOTI OTHER SNE RELATED OEVELOPMENTDPAGONG0. E. REFER TO STRUCTURAL PLANS FOR DEVELOPMENT OF SIDEWAIRSADNCENTTOFOUNDATIONS F SITE IMPROVEMENTS SHA LBE INSTALLED IN ACCORDANCE WITH CITY OF SEBASTIAN! AND OAEILLY CONSTRUCTION 6PECIFIdDONS G PRIOR TO INSTAUATON GENERAL CONTRACTOR TO CONN RM THAT LIGHT POLES. LW DSCAPING AND MLN] ES DO NOT CONFLICT 4WTH SIGN LOGITION BNOKN. IF MY POTENTIAL CONFLICT IS DISCOVERED. GENERAL CONTRACTOR TO CONTACT TH E 0 REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING. H. CONTRACTOR TO INSTALL CHEMICAL ROOT BARRIER 26 INCHES DEEP AROUND EDGE OF LW DE CAPE ISLAND TO PROTECT STOW WATER PIPES FROM MEE ROOTS OF AGUACENTOMOPYMEE. I. CONTRACTOR TO PREPARE TRENCH BASE AND INSTALL STORM PIPING WDH BA WR -L MATERIAL PER MANUFACTURER'S SPECIRCATONS. GEOTECHNICAL REPORT, AND DETNLB LCB AND NOB, OEM 0 221e n.aG z3o ss3z 22m zz1D rA2 21.92 HANDICAP PARKING DETAIL SCALE' 1'=t0 HANDICAP AREAS TO BE AOA COMPLIANT. SWFM SHALL NOT EXCEED 2.0% IN MY DIRECTION IN THIS AREA S@�I�Ty�BE GRADING PLAN jl%�m20' 0 FM.6[860 { 2015 TBE 380 FW, PIO-BEN„ SuiW 300, CIm ]PCW. FUNW., 33756 W APINGI910e.0m-727.0,13505 cW Enwm mPAmoNvn9n No.3e43 eo a O DAM, 08.obt4 REVISION C7 of 20 R Ee Mwe APR 02 ani vaeMU n:Z"I'9 b POB. F0RMY0VI0FNEWSRF. THEOEVELOPAIENIIS PARALLELS �f NAIL �— !48'S0'25_E-- SYMBOLS LEGEND ROSE TO SURVEY EON EMSILNO COxomox RYMEOLS LEOENO CONNESTTOEDDERSIG9'OI WATER MAIN WITX NEW BUDER....x6murn6H OAREAOPEONCNEEE CORPORATION STEP PER DETAIL LCt], ANE. OP PAWNO 6Z® NEW MONUMENT SION LOCATION CTS/T� NEWCONN UOTEONEELSmP 8 NflY DRHT POLE LOCATION T jr HNIPEHCECOHSTRUCTION —'-- -- PROPERTY USE - cFNRER LwE --- ' NI.HT-.EWAY KEY NOTES: OWATER SERVICE CONNECTION CONNESTTOEDDERSIG9'OI WATER MAIN WITX BRASS DOUBLE STMP SERVICE SADDLEAND t' CORPORATION STEP PER DETAIL LCt], OWATERLINE FURNISH AND INSTALL V ONE PVC WATER SERVICE`MTH 1• DATE VALVE ANO IE TEE PER DETAILS IICIB,=18. AND 51C1B. OWATER LINE BEND FURNISHANDINSTALLI.45•BENO OWATERMEi6t ANDBOXROTABLE MB' METER TO BE PROVIDED AND I.E. BY IRCWS. THE CONTRACTOR IS TO PURCHASE METER ANO PROVIDE PRE -PLUMBED) AFTER BOX PERDETNL21011. OWgTER BACKFLOW PREVEM.A(POTABLE) 1 -REDUCED EREESURE R4CKFLOW PREVEMOR PER IRMUS REQUIREMENTS. THE V BACKFLOW PREY CGVAMFE INSTAUEDAEJACENTTO THE METER BY IRCDUS AFTER PAYMENT BY THE ©WATER SERVICE FURNISH PM) INSTALL 1"GATE VALVE& BOX PER DETAIL 31018 MD OlC 18. CONTACTOR TO COORDINATE SLOWING CONNECTION WITH MEP PLANS OBMRMYSEWER FORCE MAIN CONNECTION! CONNESTTO EXISTING S' PVC FORCEMAIN WITH .' UTASGXSTAPPINOSLEEVEANDGATE VALVE OSANITARY BEGIN FORCE MAIN UNE FMNI3X MDINSTALL]OIF, ('SDR -21 OSANRARYSEWER FORCEMAIN TEE VAL CAP FURNISH ANOINSTALL P TEE, DATE VALVE. AND CAP FOR FUNRE OFFSNE DE VEIDPMENT 1B EAGITARYSEWERFORCEMAINAIRREIEASE FORNISHANDINSTALLAIR RELEASE VALVEAT HIGH POINT PER DETAIL 0.N 1t SANITARY FEWER FORCE MAIN SHUT-OFFVFLVE REUUCXMD INSTALL4' SMUT-0FF VgIVEMDY REDUCER PFA DETNLMS 13 SANRARYSEWERFORCEMAINLINE FURNISH AND INSTALL IM LF, 4"SOR-1 PRIVATE FORCEMAN 1S DIRECTIONAL DRILL DIRECTONAL DRI LL R" FORCE MAIN UNDER SESASTWNBLVD, 10- FORCE MAIN 45 DEG SEND FURNISH MD INSTALL 45 DEG BEND, 15 PRIVATE LIFT STATION FURNISH AND INSTALL PRIVATE LET STATION PER DETAIL VC30. 18 SMNARYSEWERGR VITYMAIN FORNISH AND INSTALL S' PVC SDR -38. 1% MIN SLOPE PER DETAIL 7X17. IX18 AND =18. 1] SANITARY BEHEST SERVICE FURNISH AND INSTALL B' CLFANCUT COORDINATE BU RDI NG CONNECTION WITH MEP PLANS. INV EL=Y1%7. REFER TO DETAILS I1Ct7. GENERAL NOTES - A. REFER TO PREJECT MANUAL FEW ADOmONAL REQUIREMENTS B. ALL SNEOIMENSIONSTOTHEGURER LINE OF INSPECTION PRIOR TO SUBMITTING BID AND 6TARTINGCONSTRLCTION. C. COORDINATE WORK`MTH OTHER SITE RELATED DEVELOPMENT DRA'MNGS. D. REFER TO STRUCTURAL PLANS FOR DEVELOPMENT OF 9DEWALK3ADJACENT TO FOUNDATIONS. E SITE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH INDIAN RIVER COUNTY ANO OTURMYCONSTRUCTIONSPEC6ICATIONS. F. PRIOR TO INSTALLATION, GENERAL CONTRACTOR TO CCNFIRM THAT UGHT PIXES. LANDSCAPI NG AND UNLRIES DD NOT CONFMCIF W OM SIGN LOCATION SHOWN, IF MY POTENTIAL CONFLICT IS DISCOVERED, 13ENEPlLL CON1RACTORTO CONTACT THE OREILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING. G. LOCATION OF EXISTING UTIINIES ARE APPROXIMATE ANO MUST BE FIELD VERIFIED PRIOR TO BUILDING CONSTRUCTION. UTILITY ADJUSTMENTSMAYBEREDUIREOTOLOCATE EXISTING SERVICES BEYOND BUILDING FOUNDATION. H. A TAPPING CONTRACTOR ACCEPTABLE TO INDIAN RIVER COUNTY IS REQUIRED FOR ALL TAPS. I. A GHUN CONTRACTOR 13 REQM RED FOR THE INSTALLATION OF THE FIRE HYDRANT. J. CINITRACTOR TO PROWDE IYEAR MAINFENMCE CONTRACT FOR THE LIFT STATION. K CONTRACTOR TO CALL SUNSHINE ONECALLett ORid0MV47]G FOR GOLRV LOCATE 48 HOURS PRIOR TO CONSTRUCTION. SITE UTILITY PLAN + a�F: EU D EQ 40' •Nr-Tn," 6� S1�.C�JGE:yB't'GGM1�S+. • Siq ' z'gliorlaM ..9'2 ?015 TBE P9 µ _ 3BO PaM %xe BN E.. SuIb 300, Clmry Wi,, F!,xN. 3376O TNOMftL�FpL{L sti .P.E, vmw.ardnolba.wm-T2].53t.3505 FL LICENSE NO. 62080 CeN DTAuRXAzSbm No. 3843 sl'ti D.\TF.: OSO&34 OATL: DATL. ON 1JA1-19 1211-14 C8 of 20 N�dd APR 031015 �Exi Esmre+x'E ST.mn6Ev sx;•.eTSE.D.m CONCRETE p 2 §Fy 1. L TOPER (YSTANDARDS. I \\ \ \\ \ \ WHITE CCESSIED N� WHITE PERALCESSIBIIIIYSTANDARDS. \ AGGREGATE BASE b ee CONCRETE 7 -INCH THICK (DUMPSTER PAD), "INCH (DRIVE LANES B 9'-10• 8' ENRUNOESEXR6) CONCRETE 4,000 PSI AT 28 DAYS, REINFORCEMENT, JOINTING, AND SAWCUTTING PER AMERICAN CONCRETE INSTITUTE (ACI) OR FOOT STANDARDS q•.T 5'3' --a w =• 12 �® NOT USED AGGREGATE BASE 12 -INCHES AGGREGATE BASE TO A MINIMUM 95% MAX DRY f PER IFIEDOTO PROCTOR TESFREE-DRAINING - (AT LEAY STONE FOOT FREE MATERIALSHOULD BE ONEECTLY 2U - 1 e INCLEASTDI INCLUDED BE RIGID CONCRETE INCLUDEDDEREQIRENENTS RIGIDNTEDINSPAION 5 REQUIREMENTS 4.2 SAL WHEHgRROWNEOPgYFMmTN6sYAOEAAEusm (EARMGTHE GEOTECHNICAL REPORT GEOTECK MENWDWSH9LLfiELOOAlEDD41N1 - 1`61MEETIN FST Fs0 m BECONWORK)OFTHEDRRACON BECONSIDEREDFREE-DRAININGLIMEROUR SHOULD NOT BE SHOULD NOT BE sme XVRAMm Mn RUMMAGEBY.ae = B CONSIDERED FREE DRAINING FOR THIS PURPOSE.) EE6xrin Rk pAMEXFNE. 1� V ® .+ NOTES: O�ARMOII AIF AAAYA NE69ME)XA �XOE WIIXFDDT WOIX �7)IfiE BAR 1. REFER TO GEOTECHNICAL REPORTS PAVEMENT DATIONS. pu MNgx666xLLLBFnffX1AHONpenc AND 2. REFER TO DETAIL SHEETS Cit, C12, AND C13 FOR CONCRETE JOINT DETAILS. Cl 3 FOR JOINT DETAILS REi — NAN.D..ICAP PARKING CONCRETE PAVEMENT SECTSON ONALARROW PAVEMENT MARKING - n (HEAVY-DUTY) � USES: DRIVE AISLES, APRONS, DUMPSTER PADS CONCRETE 1T HANDICAP SIGN IN CONFORMANCE TO FDOT INDEX 17355,FOMB-06 AND FTP3206. SEE SHEET C2 FOR 3' 8' HOLES MH HOLES FOOT INDEX 17355. i9-REDARCONDNWBS \\ \ _ \\ O RILLLIENGUCENTER LL ED ON I IC METAL Q > STOP EACH SIDE OF W'S ® \\ AGGREGATE BASE \ \ POST.MH5/lTx2IP m - BOLTS, TOP ANO BOTTOM m - 4 \ DESIGN SMOCK JOINT RODNO EDGE CONCRETE AT 23 BLUE BACKGROUND Q 2 yl SLOPE DAYS.THICK(RCEMENBILEPTING,AD SAMUTRIAG PER JOINTING, IPEDxc STEEL POLE MEi9 (ASTM STEEL ¢ In m ¢ AMERICAN AMERICAN CONCRETE INSTITUTE (qCp OR FDO]STANDARDS INS OR STANDAR GRAD ASTM 1UDESTEEL W/ OSTM M2]FlNISH) vWi W PAVEMENTSURFAGE AGGREGATE BASE 12 -INCHES AGGREGATE BASE TO A MINIMUM 95% MM DRY i_ SEE B01URD DETAIL 12IC0 0 0 DENSITY PER MODIFIED PROCTOR TEST (AT LEAST ONE FOOT OF FREE43RAINING MATERIAL SHOULD BE FINISH GRADE NOTE, VARIES PER GRADING PIAN D' INCLUDED DIRECTLY BENEATH RIGID CONCRETE PAVEMENT. FILL 1. METAL POST TO BE GALVANRED. ALL BOLTS 1 PTOW MEETING THE REQUIREMENTS PRESENTED IN SECTION 4.2 AND SCREWS MUST BE RUSTPROOF. (EARTHWORK) OF THE TERRACON GEOTECHNICAL REPORT MAY b IA VEMEMsuPFgcF z 2. CONCRETE FOR FOOTING SHALL BE BE CONSIDERED FREE -DRAINING. LIMEROCK SHOULD NOT BE 11 a I". CONCRETE PORTLAND CEMENTAND HAVEA MINIMUM SIDEWALK CONSIDERED FREE DRAINING FOR THIS PURPOSE.) M� N FOOTING COMPRESSIVE STRENGTH OF 3,000 PSI. WTH GATE WIT18fa W1.daW1,q NOTES: U,': 3. SIGNS WILL BE FABRICATED BY USING 1. REFER TO GEOTECHNICAL REPORT By RECOMMENDATIONS. DATIONS. REFLECTING COATING IN THE SYBMOL, MESSAGE AND BORDER APPUEDTOA SHEET AND Cl 3 FOR CONCRETEMENT 2. REFER TO DETAIL SHEETS C11,C12, AND CI3 FOR CONCRETE JOINTDETAILS, b "�'- ALUMINUM BACMNG(.OSOIINTHICKNESS. CONCRETE PAVEMENT SECTION 4. SIGN POST SHALL BE MIN T{ CLEAR FROM 1' BgcaoF cua6. r� n (LIGHT-DUTY) �- I INTEGRAL CURB AND SIDEWALK d PRECAST CONCRETE WHEEL STOP n HANDICAP PARKING SIGN - Mrs .aw xra +aEfu n.A USES: PARKING SPACES (CAR ONLY TRAFFIC AREAS). n CONFIRM ND TRUCK TURNING MOVEMENTS W/ OWNER PAVING, REFER TO O NOT USED1'4" 4" 9" 2'4" SN PUN FOR - LOCA%NANO TYPE. Lr— SINGLE-COMPONENT -- CONTROL JOINTS AT B'O.C. CA o Cl POLYURETHPNE SEAUNT 314"THICK LPR,0VIDETO0UED RONOETOOLEDCONTIiOLJOIM3pTe'O.C. AB THICKNESS )AND ISOUTION JOINTS ATNOTE: 25%SUDTHICKNE33)ANO ISOUTONJOINTSAT C.A, UNLESS WISE NOTEp. COMMCTOR'S 24' OA.. UNLESS OTHERWISE NOTED. - I - OPTION TD POUR p INTEpRPL If ' D 4"THICK CONCRETE SIDEWALK (3,000 PEI)PAVING (MONOLIliI1C'cuae a p AND PAVING. WHERE 6' THICK CONCRETE SIDEWAIX PER FDOI') POURED SEPARATE PROVI1 CLOSED CELL SEMI-RIGID ® ay /�� �� KEY-WAYORHdX1'0" //�//� PIASTCJOINTFlLLER BOLWiO: 1 DOWELSAT48"O.C. ® u 1/2" EXPANSION JOINT ° p e R : �, .<—� e. STANDAR"INSIDEDIAMETER STEEL GREEN. �., �/\ �.=5 E3 I�Io— TO EXTERIOR REFER TO EXTERIOR FINISH SCHEDULE. p2 ko CONTROL JOINT AIC T CONCRETE PAD ORSIOEWgLK: REFER TO SITE DEVELOPMENT FOR - C, y�e COMPACTED SUBGRADE TO A MINIMUM CONTROL LOCATION ANDTYPE �LL W 1l4 -yam DI4 9.5% OF PASHTO T 88 DENSITY (FULL JOINT ]" I3)W'3 CONT. W/3"MIN COVER z� II II WIDTH OF SIDEWALK PLUS 1 -FOOT EACH I tCONCRETERU-SIDEWALK A)"'SCONT.W - --T SIDE) `COMPACTED SUBGRA99 TO MINIMUM p 95% OF PASHTO T 88 DEA (FULL NOTE: PROVIDE CONTROL JOINTS AT ftl O.C. WIDTH OF SIDEWALK PLUS 1 -FOOT EACH S 1 -FOO $ (25%SIABTHICKNESS) WITHIN SIDE)- 10 FDOT RIGHT-OF-WAY 90 TYPICAL SIDEWALK 13 CONCRETE CURB SECTION comm, 36ae CONTROL JOINT — ,,, X,x xr.,. Nes 4C.XCRETEFDODN. PATH; WA&14 SITE DEVELOPMENT DETAILS REVISION DATE: 021215 010 �.aaaA. ye t ASU R�rt+'+• 03-25-I$ OR° .;"•..\ D \\ 'NOTE: THE BOLLARDS INSTALLED INSIDE THE DUMPSTER ^.j. .pENg'. B0.2'D,S FA..RWE 865E XEwM6E I ENCLOSURE W"E WDIAMETER, CONCRETE FILLED, AN" HIGH.kO.82,00 �ti '. .•� 9 CONSTRUCTION JOINT 99 PAVEMENT CONNECTION 92 STEEL BOLLARD °+gTr�6, F'N'S°p TBE pg x.ra p xra. xrA .,-':'� , (ORI 3BO Perk PlswB bnDDltewm RT.631M3505�e, 33]59 TH .E�nis FL LIC ° TIO.62660 Cem .MAuMDla IND. 3843 j �� OT �� REarAEOeo a a14!� for �N6E A1119111E 4.SL'llEEl] WITH NO HOLES ON ONE SIDE FOR WEWINGTOBTEEL PIPE. n GATE DETAIL E0 x GATE FRAME: 1 V2'x 11Y8'x 1/B" �Ir STEEL TUBE OR 2'k 2'x 1/8" ANGLE W/ WELDED JOINTS. PAINT CUSTOM GREEN. �-IT ATTACH HORZ. 2 x 4 TREATED CENTERED ON STL. TUBEING, I I I yI O RECEIVE F NE EFACEB BOLTS ON AURTDSIOEk 3/4" BENT STL. BAR (BOTH DOORS) (2)1" I.D. x 2" LONG STL PIPE WELDED TO FRAME & ALIGNED FOR BENT BAR. BOTTOM OF FENCING i 11 � I IL '-' I L I L -`l` I l I I I I 4" ABOVE GRADE e CONCRETE PAD n - il. a _ ^a THOLE IN PAVMT W/MTL. SLEEVE MI FRONTSIDE VIEW I- J/ �L I" OLEIN ESTL.BAR(3"DEPTH MIN.) NOTE: ALL MTL. PARTS PRIMED W/ METAL PRIMER 8 PAINTED PAINT CUSTOM MIX GREEN BV GLIDDEN. REFER TO EXTERIOR FINISH SCHEDULE. Dla� n SCREEN FENCE DETAIL TUBE GROUT FILLED & CAPED W/CONCRETE. PAINT CUSTOM GREEN. B - FULL SURFACE HINGE) PHOSPHATE WITH NO HOLES ON ONE SIDE FOR WELDING TO STEEL PIPE. 1 1n^ x 1 12^ x ve" x m -e^ REFERTO STRUCTURAL O LONGGWELDED TO GATE. FOR SECTIONW�'BENT STL. O O (BOTH BAR � SINGLE Y-0" GATE AT HVAC ENCLOSURE I_ DETAIL SECTION Oi0 NOTE: PER RIVERFRONT OVERIAY DISTRICT REQUIREMENTS, MATERIAL FOR DUMPBTER ENCLOSURE MOST BETHE SAMEAS THE BUILDING, I.E. SPLIT -FACE BLOCK TOP VIEW BEA -CMU. WITH MIN. M COAT .ROSEALPBTBY BASFOR EOUFL SEI.ER MUSTBEINSTALLELPERALL— MfGR'SRECOMMENOATON& PAINT BLOCKTOLMTCH .RIOROFENCLOSURE CONSTRUCTION DETAILS 1 Na E2MG ?DmF3�aV�als TBE S M: TiOSE. NO PaM%am&W., IWRP W.Cle i,%nEa,33T59 wn'.wNnMbe.mm-]2].531.3505 ..Me�,,P.E cemnwmmrwmwo-aSBn NB.3GCB LATE C10 of 20 wmr 5!JVEO IaIRYE�emw.a \- mw..; e..:„�sv��'--' mrev we LEWaIX wnx Ex LE eFAx FLR a�sw eu.em.ms ew•w�+ el FISVRFMF NOYNFEO ppIpNLS ww Op EN IOIME ` , � IOXLNU�a/MM�ERION ti� ew, M1 ' .!OIM�LwEmNa e � wa.n vme 'r�Y"" r""°T Fla YrxDT Rw., w/ss. uvanw msmawxw.u....ne....r x.w m..n vn `/ 111, M4 FE merrve rxxmr.wuw,xnv.Yxsxwuxua b eyw. SERIOrvM an.w.awe �/ cmvrmn,wa eslYflYWI'. !OIMS °1 rry. �n �.w.r xrx+v vex, NOFPE FOP mXeanQ slDFwa/K ox maeeD RLAowars FOP,,q?A. CEWNK CYR M .«,,.:.�.,.,N,_.x.�:m w,e�nmmr,m. w. •�•�• FlaEwaW wDxaYr YrIPR. Rx/p „ixer.uuepe. vrrawwvxn mna:ra. uo-wu `wx •yam SecT10X 99 CONCRETE SIDEWALK ON CURBED ROADWAYS £OG£ 3a/4 `]!Dull w` `wx x Ros", S.A AROS CONCABTB 6ID8WAL% T 310e 1.11 ._ CONCRETE SIDEWALK en r p awu v/xw w pRlu WPW wnxwM v �=Raw/u v/av /Ro,w, plL,o .Fro ol�, o / uoill E IAN V/EW O O ED O O 9 DIMENSIONAL FEATURES OF SOEWALK CURB RAMPS FOR LINEAR PEDESTWAN TRAFFIC `w rcT FOOT 3aI4 DBTBCTABLB WARN3NIh9 iwe= mm Or!NR3 GESIGN SfANtlARpS ANSID&WAE CUMS304 30F7 LEGEND ®ry __ LPNERu xaras n n•••mu.rweetr wvmwunr.��wexrwxwn••:-r ,r.rm-w+'• ..awsp`✓ x�wwarrrr:wvrveasw. n.+A+wnw AM Ifor/m!Il ®pE5/GN STANWR.R D8T8CTABI.B WARNA'GS AND SIDBWAL% CUR81W@9I 304 I ID/] L` 'CURB RAMP DETAILS e„ x.w. xaxODl pp w w Yxe FOP,,q?A. CEWNK CYR M � o X41-' XS" aw.ms.. aLr J L'> oW!aR •-» Yrlun sr vww SERIOx o -O sE TxRauLx wwv axa IaxolXa Orllp!•ErwREO xn.:xn sERmx rxaouLx lu/mxG EER/ON C2 [ONOR/ax51 fRExrR14Qp CONaITlOXEI PAVE.XExr of AT up of oou 510EWALK CURB RAMPS WHERE RAMP AND IANDING DEMHS ARE RESTRICTED Vie` Or/ z wrcm FOOJ 1N4 DESIGN s A2 DAf1a5 ➢B W TSCTASLB ABNQIG3 qND SIDSWALB GUNS RAMPS Ir 304 — SMT u a Q COI CRETE RAMP CURB RAMP DETAILS DAtB: OMM4 D„ ^ R,x. MOT DETAILS I REVISION DATB: 03-26-16 `ods' No.6zo,50 s '. i CardnO THE ' ei.lOPRO'; ."kiR 0 2 2015 3OOPa6<Pl Bhod.,6u6R300.Claa ,,Fmnaa,W% TH 6M e. P.E. w oamnmaa.cum-MM31.36O6 FL LICE §`E 10.62660 CBNnlrcele plAumonratnn No. 3M3 C11 O 0 (p�C�EIV ' W APR 03 E4u'�J� XA:JE6T F Eiji sE�iJiGtiS:: �.�.���.�.�.�1' T` q.�➢,yRT' ,q�xasr naixrxPbmw�'°.'R'°i' auP, PP�IP PPP:Ts• v.0 —1e T° �T` £OOT 1610 SPRC£AL NARBENG AREAS 0//61/13 UE514N STANOA905 _ 17346 1 16/14 n SPECIAL PAVEMENT MARKINGS 6.z . •.r.:. .+ TURNOUT DETAILS mA &Wl- TURNOUTS T OUTS 151-5 515 t ` I TURNOUT DETAILS efz Mr OUT N [Sr Cu n�Pi xw., °E.war Rm ievi 6.ra.r clP cracer "ra. w.0 ,w.. r.eewe ex.,....:,. :w..er.....w.e•» rremroac eaa e rxo r,./ Exxesl mnv, n.xn ro.arna o, swoa<> nun man ie,.rn, w�i.:91 ur, mm zols m GRA [ Wn L/6/14 '3i+Y oESlcx sTANOMos 6M1 loll 'lr`GMAS rRf.,h'h, ' Ma. H2tiH0 F; e/ r 149,�N0T THOMAS MIttOBE'� P��IS FL LICENSE NO. 62860 DAIS: 0&14 REVISION 032516 (j7) carwna TBE 380 FaN.%Ece&Yd., SuRe 30. GWmtN. Fb a, M769 ( wxx.widnoNe.wm-2]53. cal CeNfie ofAUYuI¢727 No,3813 L�� l Ir207 .+ TURNOUT DETAILS mA &Wl- TURNOUTS T OUTS 151-5 515 t ` I TURNOUT DETAILS efz Mr OUT N [Sr Cu n�Pi xw., °E.war Rm ievi 6.ra.r clP cracer "ra. w.0 ,w.. r.eewe ex.,....:,. :w..er.....w.e•» rremroac eaa e rxo r,./ Exxesl mnv, n.xn ro.arna o, swoa<> nun man ie,.rn, w�i.:91 ur, mm zols m GRA [ Wn L/6/14 '3i+Y oESlcx sTANOMos 6M1 loll 'lr`GMAS rRf.,h'h, ' Ma. H2tiH0 F; e/ r 149,�N0T THOMAS MIttOBE'� P��IS FL LICENSE NO. 62860 DAIS: 0&14 REVISION 032516 (j7) carwna TBE 380 FaN.%Ece&Yd., SuRe 30. GWmtN. Fb a, M769 ( wxx.widnoNe.wm-2]53. cal CeNfie ofAUYuI¢727 No,3813 �rcEIVE APR 03101 11ME9JN94ME SI,¢xEJll �:IeWrcIO iM v3• -v4• i ie ll . FI PnjA�P, �I II I _J TYPE 'A' UNDOWELED CONTRACTION (CONTROL) JOINT MW. IDLE%XINMIPIHMKWNW 1MN64EILSE`M.OR LdJGIR1UIWLL PP4EMER9NOi 00W£L w:w®soosnu T. wxX e4 I l i i L F _ol I Li 1 I rUln-EX ISI �I�JL-ilHl IH�1 I TYPE 'B' ITIED - JOINT GG N]T JM "N NIOWCONSIRUCTONORCOxIMCTINUTEJ EnERE..FBx: nE WPETXPN lxflEELWE6mGElNE0. I _iI�.TL III_ - PREEEAAEn TYPE 'C' CONSTRUCTION JOINT xGMNNKREINHv CONSIXLG WNroIWFOR PgVFMEW61NCIIEGORGRFATERTYP Col TYPE MIHf VCEOFORPPVEMEXIs LE%TNNBMCXFb. ml,l flI liFi IIltii - I- I I I11 IHI� i -ii-TI�IHR IRI � TYPE 'C–l' JOINT HIEUOFTHIGm INGEOOEC.OVERnLLP MFNT n11CKNE%Mar REW EMM P6 N . LIJ 6 RICHES OONNG1£%.. 451N.. MpiE THPH 6INCH% W.. rs ne Es'nR)—� AxxEMEr Exr m� 4 a�a-1 L__6• B. TIED CURB i CVR6 SN.. OxIERTYPE. GEVSEO F. Es ETEBAEWNFIGUMnox. SIDEWALK /CURB JGlxrvuJrnON LV,"NMlO1NUIxN TXa ER%JGIx. TGGLM Pv. xmx JDwr l Tre•wn. %AI/MTITwJ I�IIrII�NIFi�' I iLEI�%F1�IItuFNG �� WNW'. T '!li MIN. nlll.---- - THICKENED EDGE - sloEWnLI[ 6• I r � TYPE 'D' BUTT JOINT RAD. OUTON JOIM fOR PAYI3.IEXR LE99 T1t419'TIICK. rs ne Es'nR)—� AxxEMEr Exr m� 4 a�a-1 L__6• B. TIED CURB i CVR6 SN.. OxIERTYPE. GEVSEO F. Es ETEBAEWNFIGUMnox. SIDEWALK /CURB JGlxrvuJrnON LV,"NMlO1NUIxN TXa ER%JGIx. his Fes`.c;y l OHNc ^A.i:•V E••.. I�IIrII�NIFi�' I iLEI�%F1�IItuFNG �� WNW'. T '!li MIN. \ THICKENED EDGE HJ'MIN. sloEWnLI[ 6• I r � FL LIC N0.82Rfi0 RAD. J,<•PMiNOfMV. e 1L2��i N INi n - 1lll- GCOWG WPRCH B.MVNILJCYNTG PLIW WNHC T gyEJJ INTEGRAL CURB rs ne Es'nR)—� AxxEMEr Exr m� 4 a�a-1 L__6• B. TIED CURB i CVR6 SN.. OxIERTYPE. GEVSEO F. Es ETEBAEWNFIGUMnox. SIDEWALK /CURB JGlxrvuJrnON LV,"NMlO1NUIxN TXa ER%JGIx. 'P'C N1PAC1pN tvaEa� aeMl h JOINTS ATMANHOLES / IMEGRuWNE s:mxFAv%rJDMr \ I his Fes`.c;y mnNGYE%EJOIxT OHNc ^A.i:•V E••.. WNW'. T uuuuuuuuu \ _ I HJ'MIN. 330 P.M PI. -DINS., SUIt63W, C1%Iwa1EO FMMa, 33750 I \ FL LIC N0.82Rfi0 TI ^6dAlIOX JommwrsFawJr 1L2��i N INi 'P'C N1PAC1pN tvaEa� aeMl h JOINTS ATMANHOLES / IMEGRuWNE s:mxFAv%rJDMr \ I uuu� 2—B.— JQINTS ______nOP AT INLETS TNAN sYERGEJG 0000 JOIxrw5ENPXT TYPE JOINT DETAILS P AN LWORxNGOW➢ED coDsmuGlwx vJml KE,wav D.J x wnoxwml oowxt 'ALL DETAILS ARE TYPICAL - REFERENCE TECHNICALSPECIFICATION6, FDOTSPECUNDE%S, AND DESIGN PIANS FOR MORE DEfA1L SPECIFIC TO THIS PROJECT, UTUZING MOST STRINGENTSTANDARDS FOR SIDDINGAND CONSTRUCTION. CONTRACTOR TO PRONDE JOINT LAYOUT SHOP WA`MNGS FOR REVIELNAND APPROVAL EY THE OMER, GEOTECHNICAL 8 ENGINEER PRIOR TO INSTALLATION. JOINTS AT MANHOLE CONCRETE JOINT DETAILS i his Fes`.c;y OHNc ^A.i:•V E••.. uuuuuuuuu S D` _ff_Q 2 iU$ / TBE HJ'MIN. 330 P.M PI. -DINS., SUIt63W, C1%Iwa1EO FMMa, 33750 .. THORE.F.E. www.mtlnotln.mm-Td].631.3506 FL LIC N0.82Rfi0 L _rJ 1L2��i N INi f lMX5YER5EJORR uuu� 2—B.— JQINTS ______nOP AT INLETS TNAN sYERGEJG 0000 JOIxrw5ENPXT TYPE JOINT DETAILS P AN LWORxNGOW➢ED coDsmuGlwx vJml KE,wav D.J x wnoxwml oowxt 'ALL DETAILS ARE TYPICAL - REFERENCE TECHNICALSPECIFICATION6, FDOTSPECUNDE%S, AND DESIGN PIANS FOR MORE DEfA1L SPECIFIC TO THIS PROJECT, UTUZING MOST STRINGENTSTANDARDS FOR SIDDINGAND CONSTRUCTION. CONTRACTOR TO PRONDE JOINT LAYOUT SHOP WA`MNGS FOR REVIELNAND APPROVAL EY THE OMER, GEOTECHNICAL 8 ENGINEER PRIOR TO INSTALLATION. JOINTS AT MANHOLE CONCRETE JOINT DETAILS i his Fes`.c;y OHNc ^A.i:•V E••.. �/N S D` _ff_Q 2 iU$ / TBE '24•7,s OP; '(: - 330 P.M PI. -DINS., SUIt63W, C1%Iwa1EO FMMa, 33750 .. THORE.F.E. www.mtlnotln.mm-Td].631.3506 FL LIC N0.82Rfi0 cemnrere et AutlwNaMm NO.38C3 CC1MM x 3506 DATE: C 14 REVISION -- DATE: 0.13 15 Cl3 of 20 o)EcsovE WW APR 037013 nI6E VMEXY:E61 vrcEd;T -°.PuofS X7 �I PWA � 5'�.PKIV J TYPE 'E' CONCRETE CURB AND GUTTER Pe'.. m mz PMh � 5'Mm. O'Wn� TYPE 'F' CONCRETE CURB AND GUTTER /i- amwG.,.au TYPE 'D' CONTRACTION JOINT IN CURB aJ r CONCRETE STOPPER/BUMPER PROBPBLE WRONG 8E.L PREFERRED ®r DONNfAOMNETOP ACCEPTABLEALTERNATE I.f7. 1=em NEW mom m'. MENTI bNoz ..a.ff 11 11 oil ...� ;■I PUCEIXERIEHOWEO RUME 01M1TINN IKG ° R JRATA EJNOS - KiEO eUMMOE. / °On PCAM1P��m8YE�GME mICMJFs3 e nFn WM C C°HSYRWIION WgXxEVWAY L5 g o Iisounoxlmm cONOR. PAVEMENT, / OSFALJOIMINIMVtliT TYPICAL T SECTIONS TYPICAL PAVEMENT JOINT PLAN ISdATIONJOIMXFAl11XFD FCR NpIAMOXEOJCIXR.KCERp&E pLTERxgTE GENERAL NOTES - IENGTI 10aMWCORTXPH 15FEETIXLENOTH RNISHING OR6PA'CI�HOJ IS Oa1tll Of FEYT UW NG METM064 R. ROMENOD WAIEA.PASEL CMMG OOMPOLNDO ONE OF "AUEEN 1�. o�EfNLS AAETYPIGL.XEFEAEHCETECXNICPL6PKRIGT1INJe,fSOTBPEGGNDIXS, 6lPNOA9L FOR e90DINGPHOCON3Th11L1NNJ.CONIMORWETONWYNCE.XXMM SYT�N 3NOP RANINGSNPPEVFCWONDiPPRWµ GYTNEOWXFAGEOIECMNl418 FYgMFFli Pa10XTO IH6FAWTIOX. CURBS. +.F W�&I�LLHBECON6mVC1EDOFLOXLAEIETWawuaeraNAWNIMUM BTPFNOSHOF3,YA' MIATIDDAY;WUCSOTHERWI4ENDlEO. 3. µLGDXCRGFCURMSXPl18ESPACEO WITXA WLWEPIH.!•YSOm5OUTOXJOIM IMIFAW.PWOATOPVLEMENT OF AOJPCEMCOHCRETE PAY NT ERESINLLeECOMAOL.ttXN16, ElIHEq IOOLORSOWCVFMATLHPAu£1.FNFJOMTG NIIE56 OIMCMN5E 6F£CIFlEb,J01N nEIKO EFORME011=H S MOUR60FPIACE FH06HTHT°ONOiTIEIM° OTIERFACIIIIIF36MALLTRAX&XIONOGNJ iO PAYH.IEHT S COX6IRVCTONJOIMSPPIL&ETE°ViDXANedtlEflVt ET1P14EO611A-0'IE&INIOEALXCURS 6ECl10NAXO9HALL6E8PgcW WXHAFYL40EPTlj'Ni0TNI6gATKKJJgM1MTFALLL ' PLL DETAILS ARE TYPICP - REFERENCE TECHNICAL SPECIFICATIONS, PDOTSPECBxNDEXS, AND DESIGN PIANS FOR MORE DETAIL SPECIFIC TO THIS PROJECT, Uni-0146 MOST STRINGENT STANDARDS FOR BIDDING AND CIXVSTRUCTION. CONTRACTOR TO PROVIDE JOINT LAYOUT SHOP DRAWINGS FOR REVIEW AND APPROVAL BYTHE OWNER, GEOTECHNICAL 8 ENGINEER PRIOR TO INSTALLATION. CONCRETE JOINT DETAILS 2 • Na. Ui9W '. ; 2. STATE GF AP.O 2 P015 TBE ,dffy. FG OR" 14I" 380 PoMPMW BNd, BIi116300, Cbawdlay FlmbG, 33]58 0 fBp` ;p,E, vnvx.uNOMEeaxn-M].591.39D3 FLU LLNB&`NLl.6R880 c6mncfim mAulhwaatlm Nn sena DATE: OS06Js C14 of 20 RUME TTEJLM�iMe D W Lw6OwELEO g e nFn C C°HSYRWIION WgXxEVWAY g o Iisounoxlmm -I WPJEL OSFALJOIMINIMVtliT PNMETR`HOOXMATP N NE _L.OYLMEDFAlYJTI1IAMNY SMEWAII( TYPICAL PARKING AREA JOINT LAYOUT GENERAL NOTES - IENGTI 10aMWCORTXPH 15FEETIXLENOTH RNISHING OR6PA'CI�HOJ IS Oa1tll Of FEYT UW NG METM064 R. ROMENOD WAIEA.PASEL CMMG OOMPOLNDO ONE OF "AUEEN 1�. o�EfNLS AAETYPIGL.XEFEAEHCETECXNICPL6PKRIGT1INJe,fSOTBPEGGNDIXS, 6lPNOA9L FOR e90DINGPHOCON3Th11L1NNJ.CONIMORWETONWYNCE.XXMM SYT�N 3NOP RANINGSNPPEVFCWONDiPPRWµ GYTNEOWXFAGEOIECMNl418 FYgMFFli Pa10XTO IH6FAWTIOX. CURBS. +.F W�&I�LLHBECON6mVC1EDOFLOXLAEIETWawuaeraNAWNIMUM BTPFNOSHOF3,YA' MIATIDDAY;WUCSOTHERWI4ENDlEO. 3. µLGDXCRGFCURMSXPl18ESPACEO WITXA WLWEPIH.!•YSOm5OUTOXJOIM IMIFAW.PWOATOPVLEMENT OF AOJPCEMCOHCRETE PAY NT ERESINLLeECOMAOL.ttXN16, ElIHEq IOOLORSOWCVFMATLHPAu£1.FNFJOMTG NIIE56 OIMCMN5E 6F£CIFlEb,J01N nEIKO EFORME011=H S MOUR60FPIACE FH06HTHT°ONOiTIEIM° OTIERFACIIIIIF36MALLTRAX&XIONOGNJ iO PAYH.IEHT S COX6IRVCTONJOIMSPPIL&ETE°ViDXANedtlEflVt ET1P14EO611A-0'IE&INIOEALXCURS 6ECl10NAXO9HALL6E8PgcW WXHAFYL40EPTlj'Ni0TNI6gATKKJJgM1MTFALLL ' PLL DETAILS ARE TYPICP - REFERENCE TECHNICAL SPECIFICATIONS, PDOTSPECBxNDEXS, AND DESIGN PIANS FOR MORE DETAIL SPECIFIC TO THIS PROJECT, Uni-0146 MOST STRINGENT STANDARDS FOR BIDDING AND CIXVSTRUCTION. CONTRACTOR TO PROVIDE JOINT LAYOUT SHOP DRAWINGS FOR REVIEW AND APPROVAL BYTHE OWNER, GEOTECHNICAL 8 ENGINEER PRIOR TO INSTALLATION. CONCRETE JOINT DETAILS 2 • Na. Ui9W '. ; 2. STATE GF AP.O 2 P015 TBE ,dffy. FG OR" 14I" 380 PoMPMW BNd, BIi116300, Cbawdlay FlmbG, 33]58 0 fBp` ;p,E, vnvx.uNOMEeaxn-M].591.39D3 FLU LLNB&`NLl.6R880 c6mncfim mAulhwaatlm Nn sena DATE: OS06Js C14 of 20 n"� � 3 In R r1i'VgD 11YESU1&YIE51 IlElil rrxe sraet esxaxme ��mr wETI1 O LNFIC C FOR Ob/IFI. WS S � • ,N sow � im,xinmi. x. i,w I.e yxx BU1T LONEYRULYION JOIN TO FE U3EO �^/tixa mtrrrm[mrwrwrrvusrea. x:erex AT OIECOM/NUpNCF50F WOflK H m TBrIN5VFR5E EXPAVs/OX /O/M r'r y I •rorc.x�w I sxrw xs� imp warosLL Spy (ONOIIUOIN/L SUIT CONSTRULTION /DINT mel F wxl a '":v^i° "a x I ro m.a.eonlm iFM'EVENEE COMBaCIfON IUIM. VI6F0 C0.Si MEfX00 iNW5VEF5E COMRaETION IOIM• GAWEO METHOD DOWELS (IEHGTN IPJ � +mr /D G UUINaL LWETIE J M M'v _ '� r}�LP eva snrn es.eNrmmw sArer xxu snL roi eiwrn rxxe ary rwvM n:a Mx mnn Wv'rorey exxxxs w. Bowel Bax uYOM xu,mnnxLONGTFUDINAL JOINTS .x..w.xss,wxa..rs.enirewW.r xu ffTFVNSVERSE JOINTSs Nyis,p.. ^I log FDOT 2014 CONCRHT6 PAVSAffiNT JOJNT9 r�:. >r m/q/f3L r�l]y DESIGN STANDAR g0g /xFA 1 0 1 CONCRETE PAVEMENT JOINTS I i sT 1 .v.w w..w, x o..e s x awi.xe.ro xmr n m. m xenmd.'mxx. r:r,.al":::Sm .xm� ero.r.,w,.mx x..,iP.ni. ALTERNATE KEYWAY AHO ROOK BOLT STEEL HOOK BOLT ASSEMBLY JOINT ARRANGEMENT Tov vrEw rA'- SECTFON BB CONTRACTION ASSEMBLY s 01 SECT/ON CC t.pwsn ey TOP VIM SECTION OD EXPANSION ASSEMBLY IWJMJBll IQq —IGN STANDARbS CONCRETE PAVHMBNT JOINTS 1305 300 CONCRETE PAVEMENT JOINTS nn�ner ,�MMMn~r�.wx riavi oao oenEai�� cemrxe ra Yro_ � v � s,xnw n.m rmu� B/WC FOO BO NO 9REACER I-'-- EVSiO .C¢CONPBESSION SEA CONCRETE CONCRETE JOINTS i'mµ�YMrcnx TAPE BOND BRE/XER CONCRETE -ASPHALT SHOUIDEA JOINTS JOINT SEAL DIMENSIONS BAEKFA xOb BONOrc'BMEAKEA mrsiurJQP FDOT 2014 1 IT" OT/NJ00 DESIGN STANDMD5 CONCRETB PAVES[BW JOENTB JOS 20/0 WCONCRETE PAVEMENT JOINTS CONCRETE PAVEMENT JOINTS �crAF „�'2 1015 TBE _ xB veiNP�e ara., sulre 3Ba, CIeF,wRIBr, FIgltla.33Ts3 T!'r��; �� 5ti0a9t`. P.E. wMN.wtlnalhe.mn-]27.531.3505 FL"L., � 'Na. 6i8B0 CerOlNakafAutlrorrzalbn N43813 DA']H: X0&14 C15 0f 20 �ECEIF99 APR 03x,015 1rME M♦41LYE9 _�ryry,IEiI) sr�u�N¢ID 4D 1(m 20 0+ ARM ® t ® ^� a •.. ~ a.rmsmererw vu¢SH •u m. r.w �wnw r..c aew. rm < < PAVEMENT AND SODDING < 6EXEWG NOTES WNL REGNE SCMEWIF OT o ON orGNrla- I ® oEE1FO STANDAflDE DTl'CH BOTTOM 1NL6T TPP88 P AND O j33 10/ I go DBI TYPE F INLET DETAILS 4,E � X..s 22 -'.' � / - - 22 18 22 20 — �. -- -- 20 18 20 18 18 14 30 0+00 S? 0+30 0+00 26 26 ! BREAA' STA = 0+0 I.M 21.331 24 24 E BREAK STA = Olt 6.83 21.373 22 22 20 20 i GRAOE/BRfSTA = 0+10.10 �ELEU/- IZ I].49Y / 18 15 a/ A cc. 4. cnr 16 16 J 14 0+30 — m, ROE SWEVY OETM L1- EE/1 d SPf6Di L'WILRE/F PLPE .VWr 45M6 FpLRD OR pnTfLE RLPP£R GASP] ry rdmetn.aewnmarsa .Xm. Porsw"cv anw' n C mne'vy+uerawnmpdit 3-(y,-'�XT�-L(�' RS, LY%M LErtl ETTEI, +xe >w T [i EMS)drC PIPE mm, P AEDEE HL -w, �d1Mi PRpf]G£ reLHBEF cA51:ET moS5L411AR up1Nn reEFORE Putt-wr PF<piE PUG -wk ELLIDI2K 4'WILRE]E P1ff .glNn a re r m� � � mxw ra o -a nn 6 WASTE ry FOR X r%.ars LWdE)£ ZF, FOR iB PRE NNMLE PlP£ AW 5)1/B PRE sns+u m¢.�g M imda'rv�uevn m •wm�u� >ew' � enm e p fsmrsmrc VIEW fK ' vpY .a Xsmm�..n�r FPt NGrsP)P£ TYPES LCMK£IE PIPE SNOWN a DIALIOM ]Yhnee m �e ry FIL nR FAggfL JKWET C0%RC2'SRET ElR LBUNING L OISLdIIA4 TYPES, PIP£ KW C, PIPE NA DUMONT, PIPES_ WHY COESS,,, "'A'S 26 0100.00 24 0+06+34 22 0110.10 20 IS 22 16 20 14 18 S4 0+30 0+ MISCELLANEOUS DRAINAGE DETAILS ' MISC DRAINAGE DETAILS 22 20 DRAINAGE DETAILS 1 DOWNSPOUT -SEE is so 2015 )UTSIDE BUILDING WALL Gi µJL, rr Oft\O,. y ARCH. PIANS FOR is 0..1 P.E. PL LIC b 62860 ..^9W.ft.-727.531.3505 CertlAwla W AUNahellon No.3313 SI2EANDLOCATION WIRE SCREEN FOR RODENTPROTEcHcN FINISH FLOOR FINISHGRAOE IT MAX, DW HOPE oR APPRDVED 1% MIN. EQUAL SLOPE 45°EIEOW-AOS N-12 2 OR APPROVED EQUAL WATERTIGHT CONNECTION SEE PIANS FOR SIZE WATERTIGHT ANDTYPEOF 24 CONNECTION CONNECTION FITTING AS REDD. DOWNSPOUT COLLECTION DETAIL 20 1 22 -'.' � / - - 22 18 22 20 — �. -- -- 20 18 20 18 18 14 30 0+00 S? 0+30 0+00 26 26 ! BREAA' STA = 0+0 I.M 21.331 24 24 E BREAK STA = Olt 6.83 21.373 22 22 20 20 i GRAOE/BRfSTA = 0+10.10 �ELEU/- IZ I].49Y / 18 15 a/ A cc. 4. cnr 16 16 J 14 0+30 — m, ROE SWEVY OETM L1- EE/1 d SPf6Di L'WILRE/F PLPE .VWr 45M6 FpLRD OR pnTfLE RLPP£R GASP] ry rdmetn.aewnmarsa .Xm. Porsw"cv anw' n C mne'vy+uerawnmpdit 3-(y,-'�XT�-L(�' RS, LY%M LErtl ETTEI, +xe >w T [i EMS)drC PIPE mm, P AEDEE HL -w, �d1Mi PRpf]G£ reLHBEF cA51:ET moS5L411AR up1Nn reEFORE Putt-wr PF<piE PUG -wk ELLIDI2K 4'WILRE]E P1ff .glNn a re r m� � � mxw ra o -a nn 6 WASTE ry FOR X r%.ars LWdE)£ ZF, FOR iB PRE NNMLE PlP£ AW 5)1/B PRE sns+u m¢.�g M imda'rv�uevn m •wm�u� >ew' � enm e p fsmrsmrc VIEW fK ' vpY .a Xsmm�..n�r FPt NGrsP)P£ TYPES LCMK£IE PIPE SNOWN a DIALIOM ]Yhnee m �e ry FIL nR FAggfL JKWET C0%RC2'SRET ElR LBUNING L OISLdIIA4 TYPES, PIP£ KW C, PIPE NA DUMONT, PIPES_ WHY COESS,,, "'A'S 26 0100.00 24 0+06+34 22 0110.10 20 IS 22 16 20 14 18 S4 0+30 0+ MISCELLANEOUS DRAINAGE DETAILS ' MISC DRAINAGE DETAILS 22 20 DRAINAGE DETAILS 1 is so 2015 / Gi µJL, rr Oft\O,. y TBE 380 Park Mare BIW„SUM 3N. CUMUTAU ], FUUNU. EXTRA is 0..1 P.E. PL LIC b 62860 ..^9W.ft.-727.531.3505 CertlAwla W AUNahellon No.3313 a a ITO� Lf— I DATE: 0314 C1.6 of 20 R"A'E 0 APR 03 2GP OUXIGAARSM SUR m ME,ERSAt'BE LOOTED IMMEDIATELY- --�J INSIDE WE RIGHT-OF-WAY UNLESS M OFRMSS OtR DIPECIEO BY TALONS APPROVED PRE- BOXES SHALL BE POLYMER CONCRETE y fi8ERL3A5S N1T1 X_XOE DO YE NOTE SEE M-] PRE -PLUMBED METER BOX I . lir AN 2" FINISHED GRADE Igo COM' REP in ROADWAY YO YV I!F \\ \ ylll "IS - I METH LONG BRIDGE (S'f PoR 5) PVC CASING 9EEW SHORT IN HE DUAL G1ECR WAIN MAIN SEANCE BY WCOUS BRA. MACE MIRE (SEE NOTE B) DOUBLE STRAP ELEVATION SEANCE SADDLE NOTES 1, UrEME AME TMS Wer HE WATER MAIN SXALL BE A MINORUM OF IF AN CENTER 2 N1 ARGUES .. 36' MIXIYUY COVER. 3. MINIMUM MMM ME SHALL HOT BE DOE MAN "A WAL SEANCES SHALL BE A MIDAUM I-,/3'0, SURE $ RMES SMALL BE A Maim. SO AND WPBRVPI£ SEANCES SHALL OF AFPROVEO BY MCW4 20 LONG GERYGS REWIIS A 2- MIMMUM I.G. WGNG PEE. LORY 3 YAPS REWIRE a A IF IDI UN L°. NG PIPE. CASRG PIPE M. BE SCHEOWE i0 10. S ALL MET:M 2'0 TH SENILE 9WL M METAUE° BY IRC", 'E TO APPROVED MANYFACNRERT PRODUCT MST FOR METERS GREATER MAN 2'0. ALL IN ACq(B�S XG buBE PIRCHASOF By .. ngBB BTPS SWPNNC PpM,g AND Wal/SEANCE CONNECD E AT THEE GETMOE0 THE OF ACRVARNG ALL WATER MAWS OR AT 9 WE AS ONEIGHT BY IRCDUS. ]. OMB shery At BE WE EXME REE AS ME GOODS WAY ARE WSTAUID. B. FROM all OR BE INSTAUFD AT PER DETAIL M-16 OCAIE ..a. SALLS ME 10 W PUC" N ALL METER BOMB WS IR 24 ERGs SIOFACE 10, ALL RES°ENOAL AND WE MIN OIX•nCES 6TALL BE E/B' MIGAR0. 11. A - LMRm m (R UMETER OWES TO M PER MFRDVEO NANUFAGWmEMA PROWCT UST. INDIANRIVER COUNTY p !� BRANDS DEPARTMENT OF WATER SERVICE UTILITIES SERVICES W- 4 PRESSURE GAUGE 6' CPP �OF ROAD CROON (SEE W-14 NI S -O' ' ' 1lrt •a tll&E E,EIX MALYE-/ o MINIMUM ROPE I/4" PER FT U2 GREATER SLOPEIF a WHERE POSSIBLE VAL"(1) e• GCH 4D •rzr TO Fro- GTE (ret) FIFm AS ttrxmuD W ELEVATION T5 AWD OINIX hill Bel � SEDT z ¢ F SP➢O WIs FINISHED GRADE BE LOCAIED IN ME M WYEc INSTALLED PWGI WRAP YATI vhE RESRMINAL (IYP) OFTECTION TAP\NDS A3 QUIRED PE•y 6"0R MAIN r0 BE(_STREET us.FM'- g OMERMI APPROVED n �m Go & e". nwe� v cWMEatlnL BY IRCDUS Ands REsoENTAL E UIX PLAN VIEW EA4,0,I Is J revs RRWlrsa, OR R0.NW NOTE PSi0 2 MAGNETO DEIEGER TAPE SHALL BE INSTANID WPA ALL SEANCE L.1 T) 4 MARKER BAUS TO BE TAPED OF 6'e4F WE BY BELOW BHIS,m MME 1 MY FOR WPmm Maim O MWT TO RIVER GRADE Bill TO C0.v M. (ME E-3 DETAIL) m W BY RD W THIN .ANN W WAMNG LHE O OGGESES. All E Assid. SsAP) N(B Pl 0 HER EATER Max EMSPHB WA1FR MMN ELEVATION A NOTES S-1 1. AE -IN VALVE sell SE WFAATD BY IR=S PERSONNEL WILY AND W ME GF WE ENGINEER BY BEFORE. I ALL ONES N BE FULL PIPE .... I ALL NATIONALS TO BE PER INGous MWAWEG uAnulaGEREt6 PRODUCT USI. 0. A 2- TMPWARY JUMPER TO BE USED UNLESS OMERMSE BEGERY BY IMWE 5. C STOP SHALL BE PW Wm Ulm REMOVAL/ABAREAMENT OF TEMPORARY JUMPER, S. WREN JUMPER Is NO LLVIDLR REQUIRED, EEBNQ SHALL BE A DMM AND PLUGGED AT MAIN. ]. FIELD INEPE M BY WOODS B REWRED BVOBE uIll ARE AECEPIEW INDIAN RIVER COUNTY TEMPORARY ° NO DEPARTMENT OF UTILITIES SERVICES JUMPER DETAIL W-13 PROPERTY LINE 1-1/2"0 PE METER BO% 2", SERVICE LATERAL - OTS600WE X, m P,E. SEANCE LATERAL / LOCKING BRASS COMPRESSION l CURB STOP WYE BRANCH �1.re PLAN VIEW BRASS LOCKING CURB SNP7 WITH INTEGRAL METER COUPLING / PIm PROPERTY BOB, IN LINE DUAL CHECK BY IRCDUS PROPERTY UNE \\/ LMMERGE BALL I 1-0 (MIN) CUSTOMER PIPING (BY OTHERS) ELEVATION NOTES METERS1. WER 2'0 LUST BE P➢PR . WIRCDUS PHOINSI%IIED RY WNigpCTOR. R. ALL METERS 2'a MY SNALLEfl 'MILL BE SIPPUEO AND IX3TA TUD BY IRCDUS. NWIM4RN As. W OLDERONE MER BS I"0 SEANY 10 CE DX "): 1-1/YO AND CE UY- X Me). 4. M 1ER5 4@AI Et MAN 270 GRALL RE Adiummig efl.m. REEK TO IflCWS APPROVED NANUFACNREflS PRODUCT UST 5. INCE ME (NOT smang TO OE INSTaLO As PER MI M -S. 6. LOCATE MApLLN BAN E N BE LOCARO ADAACENT TO All WDE . ROOF$ ANO u6E0 w OWES ADBN a- EMM XYPI. ]. PRE-PWMBEO METER BOXES PER ROWS APPROVED MM'°PACWRES' PRODUCT UST. INDIAN RIVER COUNTY DEPARTMENT OF0 METER BOX UTILITIES SERVICES ra NOTES: L AtemPomry)umpe' conrealme is required an all waywe Rom between ending Arthur water MaineAMpmpwWnewwalmmanireprwemenls, 2, ThaTempome, JUmper Greg iA N Be usad I111m; any new wale, mein of any Elsa seem De W OM aGive xa@r mains are far The flushing Of new maim up W 6' dtemelw(33 FPO Mmimum mweiW and fW pulling baaledmrglml samples Ram any new wam,mamaanyao-:. G . The Nmpe, aanmrmr sling be Manminnd all ane, Ne mlmg. xuming, lmnn, and tlwmtedlm of Ne new man Inas man mreeseers, wMpleled mat Warm- W i. Be. The KAREN Dependay"Of Enaces" Ul Peem leian'BE, and Mus ",.at B. � agenpB6 Ban bed. AtleWele ..at MIGRilg under mairmn6 shlll be WhI el Temppreft sA rpuimtl. 4. Pipe aM Hung. MAJem connecting the new pipe TO I'm a EM, plPo shat Be dlslnkrWtl prior to installation in mmrdame WHO AMA 0651, LATEST EDITION. The lapping else- and .-m The man W.lapped shag ber malimaNed by mmylm o, -able, perurmn TxnINAW WA CE51. The use mlabkte is eNtlrymobible]. 5. The Jumper... -Mum me be USOD W Humma a minimum preasure rf 20 P51 N Me Imy mains mntinuoudy aferdismfmtion and until EGER drumm ce letter is Defamed. 6. The CmbaMr BION povkhe 6xumenadn tlernmersling NM Ne MAIN. MerR backflow mage mon Easier Is in gond W o ander at Me time mIarerlsiion, and pOvitle dmumenutimp IIIdwbW Bums ndtkmwpaveaden dmlmhes been tested m Tha had IF "Ouse, arm Is In goad wmWA cider am yea, Imre InslWinsn by a quaiged b¢max TecMlcHn ea appmaed by IRCOUS. T. Exempt as mmimd W Bush Russ greater than 6 -diameter. Me thein valve shall remain dosed and shag be loIXed In se dared preame by the Wfry company The min verve Shan redia° laked MAIM!until The naw SEWN has Oman Geared see Use by the F05P and au ether pwtinem aga.. B. Upon -111 OI [Immo. fa use by LOOP aM GO "her Partafluble, so CmhaMr emg rE. Ne la'ngrcary iBirger me.. The tppOmlWn GWps are l0 be rW.d and plugged wan IF weds Or WC maps. 9. All =tell- rad mamena"m a Dm .1.1 iampar -,.Dan aad msoriated ams kflcw Con Pmvm60n device, fillings. -Was a0, shun be Ne mspambility a Ne Ig IImmandmman IBm Dusbedb GERIAT Nan 6-mmunamr,esuchlamssata full pipe Rush at Ne SO FPS velamy annul be armmplimed. The fd .ass, maredum shall be Aflund. a) Inalell pmmum gauges as lnakelnd an Temmmry Jumper Saudi By 13). m OpenaB mWNamam.elMea InMeresa,.. pdmmwEh. IS MAIM rww water MEN thm min valve meiMainim a 10I PSI BXwure dMcm l b"on Qarme ander, Rush. R IRceuS Pa .sed. In me K. -of Ne EngimW of Record aheD Wwale m. Inrathers use Ma se requiredp Mm diMmwImI is mmnwlned. O,NG N INDIAN RIVER COUNTY TEMPBRARY GI DEPARTMENT OF JUMPER DETAIL UTILITIES SERVICES NOTES - _ W- 1 4 A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF1'0 COPPER TUBING EXTENDING ABOVE WE FINISHED GRADE. THE TUBING SHALL BE INSTALLED WITH A IMP DOWNTURNED BEND. FAA COPPER TUBING 1' GATE VALVE NISHED m GRADE 9 Zo CORPORATION STRIP Is (WITH PLUG FOR ABANDONED SERVICE) WATER MAIN ELEVATION NOTES L TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. 2. NO SAMPLING POINT SHALL BE CONSTRUCTED AT FIRE HYDRANTS. 3. WHEN SAMPLING IS COMPLETE, SERVICE SHALL BE ABANDWEO AND PLUGGED AT AIRIER 4. FIELD INSPECTION BY IRCDUS IS REQUIRED BEFORE UTILITIES ARE ACCEPTED. .... UNITS RIVER COUNTY TEMPORARY SAMPLING POINTm DBPARTMENT OF UTILITIES SERVICES (BACTERIOLOGICAL) W-8 2x4 MARKER PAINTER GREEN (SEE NOTE 5 At 5-2) 6' CPP �OF ROAD CROON w ? EIEVATCN OE ROAD S -O' ' ' 1lrt •a CQ A rt _ e tui i q 5 o MINIMUM ROPE I/4" PER FT U2 GREATER SLOPEIF a WHERE POSSIBLE /-L-DEPM TO BE LUARam SALL TAPER D.M. IS THE TO Fro- GTE (ret) FIFm AS ttrxmuD W ELEVATION T5 AWD OINIX hill Bel � SEDT z 41 DOUBLIEw tS RtINGLEESSERMCE S upj mfw STANDARD "Y BRANWTO BE LOCAIED IN ME M WYEc INSTALLED PWGI WRAP YATI vhE RESRMINAL (IYP) OFTECTION TAP\NDS A3 QUIRED PE•y 6"0R MAIN r0 BE(_STREET us.FM'- g OMERMI APPROVED n �m Go & e". nwe� v cWMEatlnL BY IRCDUS Ands REsoENTAL E UIX PLAN VIEW EA4,0,I Is J revs RRWlrsa, OR R0.NW NOTE L SANITMY Guam u1wALS SHALL BE A MINIMUM OF a' IN BAMEIFR. 2 MAGNETO DEIEGER TAPE SHALL BE INSTANID WPA ALL SEANCE L.1 3, ALL MATERIALS APE TO BE PER Musems MPROVET MANMEACWRm9PRWUU UST. 4 MARKER BAUS TO BE TAPED OF 6'e4F WE BY BELOW BHIS,m MME S. PLUHBIN- CWIOU'll ALL BE RESPWISBI£ 1. R5ER PIPE MRI 6END FOR SERVICE CpMECMB MY FOR WPmm Maim O MWT TO RIVER GRADE Bill TO C0.v M. (ME E-3 DETAIL) WAMNG SUDAN RIVER COUNT, STANDARD LATERAL 0 DEPARTMENT OF UTILITIES SERVICES A (SHALLOW SEWER) S-1 FLOW FLOW LLLWAIER MAIN REDUCED PRESSURE PLAN VIEW BACKFLOWREVENTER WITH GATE VALVES - WATER MAIN ONION i GRAD EO GRADE T T FLOW FLOW ELEVATION NOTES 1. At, WIMINOB MM FIRE SPININIOR PROIECDUN s)S S NOULDING SMALL FAMILY RE59EN1 ADD.... ARE ..a 10 INSTALL OWBLE CNEEK ..PRE.. NM MDUEEO PRE4IHRE ZONE FEANRE AE CEIERMINFO BY DBUT" I ALL MULT-.,, MULT-PAMILY E DOS ABC REQUIRED IS INSTALL R 2 BACXFLOW PREVENHES. B .1 INSFANIDEWWLYRM ER BPEOFlM APPFOVAL BAND AY IR=S. BUTON9 MAY A SUPPORT BACKFLOW PREVFM MRx1ER FROM WALL OR PIPE .PrWU 5Y5,BA. THE SUPPORT BYSTI.I SHALL M BRASS. MAPPER W AFF.. As APPRWEO BY WOODS. 0 BFl°W IXO.IN° I.E.. IN A .1 MAY BE WNMs.. Am MPROVa. IF FWTm GRADE OP SOMEM OF VAULT Is AT LEAST MOVE BE xI- WRIER IEY" E PER. 2-,/' Be GREATER .. BE PLAN. On. re. EPE 1. ALL MAIERNLS ARE TO BE PER IRC APPROVED MANUFACNRms' PRODUCT UST. 6. .1 FAS .G SIMUL BE FM ST ... SIFFL G. APPROVED EWALF 9. ALL RPE SACS ROW PREVExIERS SHALL BE MITI BY MPROKO TE31ER AND APPROPRIATE C TRM F SUBMITTED TO WmUS INDIAN RIVER COUNTY DRXaxO DRPARTMENT DF BACKFLOW PREVENTER UTILITIES SERVICES W -II UTILITY DETAILS 1 v i�Z' 1)CENSF U.ple+i Me 52EW r= �� Caralno TATE - .i$FA 0 2 2015 TBE ++F"`,','��< IOP'�'Y�j_� 380 Park Plam Blvd., SUIS 3W, Cleanx'aleR Flame, 33]59 TFIQM1IA._ Si. P.E xva'.a,dnosemm-R]91.3505 FILCIIDEN9ENO. 6X880 Cadifimte Of AUNlwkan°n N0.3B13 MITE: OAEe.14 C17 of 20 REo�E� AFA O8 7B7 �0 LME wRAP.l i.VU..V sPRe'uIELo,uo DETECTION TAPE CSEE NOTE NO 6) PROVIDE TRENCH SLOPE AS REO'0 PROVIDE TRENCH SLOPE AS REO'D r'a%C0'PACTION D GRADE 2 MAXRS OR APPROVED MAINTAIN TRENCH �/ -kACHIEVE WIDTH 2'-0' AEDVE o TOP OF PIPE l 1111uIFTC Dl MAXIMUM WATER \ s 6' MAX LEVEL ALLOWABLE Y �����„� DURING CONSTRUCTION C I1Sli!¢EiM LAYERS 3/0 BE DIA BIDDING ROCK OR 2' PEA ROCK WHERE 12' PIPE 12' UNDISTURBED CONDITIONS REQUISOIL 00 SOIL TRENCH WIDTH ,W. ELEVATION NOTES a. l"ENED E EL ASNI11- LAN U1 HE MAINTAINED AS DEAN ASBVE, PROMISE APPROVED HE NUONCH E SHEETING WILL BE REWIRED AS BERRXINED IN THE FIELD. C, COIPACTION PBDGM AEAS SHOWN BEER TB ARNIM T -18U, A. ..I' CRP '1. WI NLBMED BEWV TO. LEVEL ORIW THAD NwD VIRAION, MEANS. 5. TRENCH WIDTH = PIPE OA PLUS AIDA 6.2- WIDE RX DETECTION D WITH T -IC BACKING TO BE INSTALLED OVER MAIN V SLD. SURCEASE. TAPETO BE MARNEO-CAUTIM• WATER ILK BELOW', CAUTIOK FORCE UWAR SED CT[3W', R 'CAAUTION REALL TE EMBEDEMAIL MCLB). RE ' TRACE VIRE SMALL ALSO BE ]. ALL DISSIPATION IN E0.SEIRMS ONS RADIUS OF VAY OR WHEN REQUIRES BY OTHER JURI SDICTICIAL RGEKILS CHARLIEL45ORp In NICWS SPECIFICATIONS CR THE OTHER JURISDICTIONAL AG SPECIFICATIONS, WHOSOEVER IS MORE STRINGEDE ALL PIPE TO IN LEARATED H' OC. (TYPIPAY3 PENN ERRE W PAVEMENT. PAR IWI INDEX LASS INDIAN RIVER COUNTY TRENCH DETAIL wNVD�W DEPARTMENT OE UTILITIES SERVICES (UNPAVED EASEMENTS) M-1 DC. FlNISHEO GRADE-\ OBSTRUCTION 36;LOPE TO OVER�� * _{ { �, / PRESSURE MAIN SEE NOTE NO, 3—CENTER A FULL LENGTH OF PIPE FOR ACCEPTABLE I AT THE POINT OF CRO59NG DEFLECTION ELEVATION NOTES LxIENm DN, PROPOSED GRAVITY, VACUUM TTPE SANITARY SEER, STORM SERVER OR PRESSURE TYPE SANITARY SEWER. WASTEWATER, STORMWATER FORCE MAIN, OR PIPELINE H AIL WOR MRN IS AT LEAST 9X INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST IZ BELOW THE OUTSIDE OF ITS OTHER PIPELINE. IT IS PREFERABLE TO LAY THE LIKE XL 2, AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MRN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS VE ff Nr CROSSINGS. THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURETYPE SANITARY SEWERS. WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER. i CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75E OF THE MANUFACTURERS' MAXIMUM JOINT DEFLECTION. n. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY HOMES ENGINEERING. S SEE TRACER WRE DETAIL. M-13 • \-CONTNUwS AI0 STRANDED SEPARATION EQUALSHALL TO TiE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND STRUCTURES (I.E. WALLS, TREES, COPPER TRACE ARE FOUR (6) FEET FROM ANY UNDERGROUND LOUDER (I.E. GAS MAINS, TELEPHONE LANES, CABLE LINES. IRRIGATION MAINS, ETC.) ONLY mOUHOLIB e END, FL NG, ELEVATION—SERVICE DETAIL OR„CNO INSTAN RRRR COUNTY DEPARTMENT De PLAN VIEW UTILITY CROSSING r. TRACE DRE Mws.G ."S CAPE S. a -B) M ryI- —THAD"1p w6ciO c wPmn m � ' CASHHALF DISK V, �EPED DUE OF, 'w ya'OTBITAIN, Ft L BOH NOTES PRE `S I... l.. ALLw uAlwwrA"i : w"DOR N OUR rc PRE x BEHAVIOUR RESPmsBIE HLA wxDMa L� RO ENURE RPZBBCT OF Au TNNUME Y.M. ALL MAALL E TO BE PER DwOS APPROVND MANDIABNRER. PHwDBT USE. DR.NO INDIAN RIVER COUNTY TRACE WIRE MIT DEPARTMENT OF UTILITIES SERVICES DETAILS M-13 FlNISHEO GRADE-\ OBSTRUCTION 36;LOPE TO OVER�� * _{ { �, / PRESSURE MAIN SEE NOTE NO, 3—CENTER A FULL LENGTH OF PIPE FOR ACCEPTABLE I AT THE POINT OF CRO59NG DEFLECTION ELEVATION NOTES *E NEW OR RELOCATED, UNDERGROUND WATER MAINS CRESS NA ANY BASTING OR PROPOSED GRAVITY, VACUUM TTPE SANITARY SEER, STORM SERVER OR PRESSURE TYPE SANITARY SEWER. WASTEWATER, STORMWATER FORCE MAIN, OR PIPELINE CCHVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MRN IS AT LEAST 9X INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST IZ BELOW THE OUTSIDE OF ITS OTHER PIPELINE. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 2, AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MRN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE FAR AS POSSIBLE FROM THE OTTER PIPEIJNE ALTERNATIVELY, AT SUCH CROSSINGS. THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURETYPE SANITARY SEWERS. WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER. i CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75E OF THE MANUFACTURERS' MAXIMUM JOINT DEFLECTION. n. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY HOMES ENGINEERING. S SEE TRACER WRE DETAIL. M-13 6 BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUALSHALL TO TiE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PADS, ETC.) AND A MINIMUM HORIZONTAL SEPARATOR EQUAL TO FOUR (6) FEET FROM ANY UNDERGROUND LOUDER (I.E. GAS MAINS, TELEPHONE LANES, CABLE LINES. IRRIGATION MAINS, ETC.) OR„CNO INSTAN RRRR COUNTY DEPARTMENT De UTILITY CROSSING UTILITIES SERVICES M ryI- 2 vuSE eoX w (4E xOrE 1) ,RAS MME I 7.. TYPE I PAVED INAPTMR' . 2a'SWWAGE(S¢ u-6) ilxrsxN NtNZ m TYPE II /NET CHUR ax r. TO xwEEJ Sl / s NPAAVED AREA SET RICH INTO PDOP A£IE TDMA HE Mm MIY. uw uB NOTES All VALES eats SMALL M 2 RRMANE., .. HARMER, ALL VALVES REWIRE A U1 a. SEL TRACTS VMC U.1- 1 S ONES ARE TO R LOCARD A 1RLECTVE HARMERS IO R: I WOW BO% w LEGATED IN PAVEMENT 9IALL BE A WMNUM Z6 IBS MM A NNIMUM 6' (IMC MROATT B. vDLER A. DRAAIIRD LENTLLR.YI, AFT HCHAT EPAAN�ARS AAS WOR'. MP REusE waTEB' As APxlcneNE. A VALVE BOX COCKSURE OVER 26' REWIRE WCAUS ENPNELPoNB APPROVAL INDIAN RIVER COUNTY MnWN6 DEPARTMENT OF VALVE AND BOX 0 U'fIWT1ES SERVICES M- 5 11 1. LOS 11 RUDE I Cms¢rtlUUS PLAN VIEW NOTES 1. VALVE BOX LID SHALL BE PAINTER, SLUE WATER WATEN .11 ND PURPLE REUSE PTEA Bp.K - SM.WN VON UNPAVED DI SAN O[' TYPE VALVE ILWAi1Na ANDALVE DESCRIPTION. (SEE SRUPPLO BE E AWIVKE) INDICATOR STALL BEFLUSH WITH /PAVFNFH}. LOCATED IN PAVET LL BE A DUNEIN 24 LBS. 3 WITH F BOX w MSTARA, R9N DER B' LONG TROUT H9 SRALL BE PARKED WITH RAISED LETTERS WATER. SE N•R. WATER' ASL. LVE BOX SHALL COMPLY WITH FLN MTTASTANDARDS AS APPLICNLE. ALVE RUNS, aK TO BE USED NYONE 1, PAVED AREAS, THE VALVE SAM PAD TOP REVATIW SHALL BE EVEN WITH IM RIXH WORSE TO ALEOV NTH LAYERS BE ASPHALT TO POWER THE VALVE BOX PAD WITH THE FINAL LAYER ILISH UI. THE TD, OE TK VK ASPHALT E BOK. IRIMG INDIAN RIVER COUNTY ART DEPARTMENT OF VALVE BOX PAD UTILITIES SERVICES M-6 UTILITY DETAILS 2 Cti�.' 'JCEHSAc' •,A:� is Blo, A2;w carwno STA' CF TBE / 'U, 16IS WOP.APMce BW,, SIAB 300, CIeamxla, MITS, 33759 TFIOMA6 N7iR ,4:E. SAXWeaNnONB,wm-]2].5313505 FL LICENSE NO.62866 CeNunc6N ATAUUSUENdlan W. 3843 LrJ j1OI'L�� C/ 1o® � CEiE P SLLR � �? ��e PATE: 08-03-19 REVISION DATE: 0}yct6 C18 of 20 R"mie�nEO13�170 as fila ; w wr arrswem nr.:n,zr:a �� Talk. wpeeaoode Ne bask 9yle en nes—M ASBUIH Rwvtl Orzx , he be redesed 11 OF IM mean Rival COunly oapaNnenl of xrc�uw UJlly Seem—. Rda to oneMma M16, veIM16A antl IN 9 fa ns .[.his. .rI l 6( 1 —Et, mash: to bo repuire pby! IMe w .s v rm _ _ MM m ea m k IRCDU6 m s crc GODS ca sears am a raY repmtlutib (m51ar1: original Paeledsurvey r antl dated M ,err b be synod, a r—� rvex:e'wx demo cw a`a elac4mk r us. a appy d Re survey tlrewims fiYl be Sa haveh d oa a Cp in Aulosd 20UT ie formal a latest vgslon. — 4. All As Built R—rd MA shall be tiN to a mlumim sl me i n .-- nPa 11nver m0wor _! 37TH PLACE ma— i 8 .. phypo N the d physlany BMwn M the tlmvim sed to the P.RM. ..if Ile T T )m T J RAMING $$ Il II mamprrs v�AS.BU.111 aw e., rrze m LAOS feel beMeen pair and 5hoxo on all pans. X14 »ter-xo-mvv,a rz"::wN"' 1 A I FIE I '3 a"�"` I a INDIAN RIVER COUNTY AS—BUILT DRAWINGIv between -.I. inns W. a M W MNIad MrA mMA rc-n-srmz-moamu 1 DEPARTMENT OF UTILITIES SERVICES (EXAMPLE) M-14 7 All sure¢ve Rel are renand lm Re U88 of MS -par BO. arch are ballet ..In adla.m. done Or w GENERAL INFORMATION REQUIREMENTS 1. NI beu;u RpNtl dnVdaas lett ease[ Me miNmum mw;mmank of up chapbr 0.417, flmMa AtlmlNauanan Code Pursuantto Bodies 472 of Ne Todaa Bmtutas. 2. NI limits plena —On. shell be Ea I. on Ne Fbrltla No. Plane HMmllel it. (East Mand, ter FbMs HJgh Predsloe GeadeUO NBMroIX (wpmWe ) and NO 8311999 -Nal ad)us M a the most cwMnlaaium adopted by Indian R eve County 3. At alevauons shMA shall be We. on INS NAVD. 4. All As Built R—rd MA shall be tiN to a mlumim sl me i n .-- nPa 11nver m0wor (P.R...) al eM d at or goer i.One PRA. stall ba Md W a I.. SM, a! p) spfim miner he ener (114) as m as (1 miner wMNever Is almost N Ra palled. 6da pane mutlirales Nall be phypo N the d physlany BMwn M the tlmvim sed to the P.RM. ..if 5. Har¢Mtal Corral hknumenla en kr a Ines shell be a minlmum of MD (2) pair at a mesimum of LAOS feel beMeen pair and 5hoxo on all pans. 8. Venal Coned)ween required)ra liner'llylinee. such as seam, shall have a metlmem of 1,100 you between -.I. inns W. a M W MNIad MrA mMA 7 All sure¢ve Rel are renand lm Re U88 of MS -par BO. arch are ballet ..In adla.m. done Or alts tem any IMlan"Iver Giver Stat Pall ing 6ydem(G.P.BJ mnad pmded monumenb, shall be lied into Ne GPS monuoere boon we Or pMMmMt relmems, pots Or IM sub .. hamar Rel H Bland fs anrveyma. Mal lean loan by, bad to the wrvey ben erre. S. Nl inn g M Milk Remtl dreMnga(245136•l shall sae in t•'Annual 'An -BV&r antl tM&tum used m r lmelirl9 in Re lomr fight hale aleaaltna amwfn9 orgirel lots mpm akngwilh aebumaae. An Rwmlm III Rewrtl it.Mnge sten the receesd one GO, ea as depmdc copy. Adeepw .IT Annual, a, let. vearon. AM a 0e a a .Ream of tu'o pl.Ue plena aaefee— (NOTE: Pd., b mMNNg Ina electrenk mpr. one (1)1 or each —bush :hal be submined Aa mNew and placed. A%r If appcon.l. 8126x38'1 Men, repMudbe.erg wIus rM (5) signed and allied mocha d each aI Mail be submitted All An Bull Remi drawings shall be In a minlowmawl. of it S. A lle;mum ad lips of UP is d,ea on all ark me. req call lion/muagurvryeMarfter, to, uIAl.Bdnaemt emAlnMBnell MatldM her he pmjecMmhneemrmnlrx5ngapnewr. yavam, it. All ASBdn Remne d.O a spell de t lines tle ;d tee bu t unT nal Nal mnsbusled elan Ma, Rau 9 aM P lY 9 mmNva M Asi Remt a a will net be a�petl unless fits vRe and AS -BUILT RECORD 'PROPOSED' M Rabol 7 BE C ETRUC a been CO BE r,comenureM'AS BUILT. As Bulli Remand UDIRDIUGIEO'MeeMen drex-0rga wiR'TO BE CONSTRVCTEp' leminobi{p vdll mi beavepted 0BE DRAWINGS 12. All aabart IBM, mrrslrudlon to®ems x11Mn Re rg arrarmey, .—.am. and alma stall be uM to Re reapeNve I91aal-my. pesona 1, ea, nary 1,000 fed and deme of tlaeNal. 13. NIM Ran rd a.,. abell M mmPlele IM appraesd MMI. mmmelmnenl al old IMI. 14. Balms.of inns.. aM deWM d Isms to be loaletl an he caner of Ne mMalln wey. Base mooning Nall M every 10P, peat pa;nis set at wary SCO' and atonal. Mage let... t5 As As. Built Ugly lines Mail be ffioen w;N a:MMr. small line. 16. Tap of Rye elevafkns A saWnlm to be tygd listed, senior & subminse ny Me EnginMrtn heating the an release Valvae w we... Promakends 17. Sham ailb a We daubed Rl lm eavanas M AaBum cu il, Imes and oils utut, Imes Ind. M stales ardl aftyamWm. IN AS -BUILT RECORD DRAJW P, DIEAN PAR MENT OUNTT UTILITIES SERVICES DRAWINGS woman M—Is w m GENERAL INFORMATION D z 1ols TBE No Park Place BBOL. suite 300, Clmnvear, FgNa, WIN wmyaNmbawm.727..EST 3505 CeMn awMna nNa36a'I DATE: �T4 0321716 C19 of 20 GENERAL INFORMATION REQUIREMENTS 1. Ex111. ONSd-wAy limits aMS., easemenl6 w n IN Ilmlls of ccpMumoa. 2 Survey baseline slanaring every 100', control panic ml every 500', and at I Name of d;radion. S. Move cm%SaWon a;eveuons at Sensors ever, 100Me gravity xwvlirg rvrMatlbn and 50 Mr Anne line Mor force main mlmhuNon Elmalhm at rearm, any algni! m champ In pace beMeen Bre re ou51 slated tcom shall be n P n Y ge s cam anmina. P I. EWWbt parody. Rohm, and Id ., backbone Nmvn MN OMI fi .. d;mensTE par qd when planed IfconsRrcJlon gaimel isans, baQ oflm. th.m.1 tent loldlmanskns. 5. EAMng roalvsyetlgeof pevemenlmetlgeaf dAmatl. 6. EAI ullNes as rotted In Odd beater, aewan Nachos. Ore. cable TV, ek ) (NOTE: Sunshine cats b ba mntaded by s mveybm Ural pdw to survrylomla: AM Ne intent ofmunlye Va.) Edsing All". as mwdeletl AM mous d" Asomv,eApeript veNM, mekm, mmol.. dc.) 8. 6;ISng cut . it.., wRRs and compos. 9. EXMN drainage, plea MWngs and dMveeay carvers Aftl sizes MM ireadelevetiore.l 10. Exalag amlm alder dlo-JiM and elvel every too ttop and bosom It All area ormnswdion. 11. Exhathe temwm 12. Son have.Myo, ahrubins, IS. NI MRar menmoval1. isms numb as mai borate Dag pole; E. 1a.All sheetme- 15.NIcomm al erd miosis lehnulnlamll mSWense muSi have cel1.p.IndmlN on lM1e Ian. g v wr p 16. NIeche "I uu0 WW sbIII muMa shall epe o mre aaaxbeRArn Md Subject;n stations to are TYOnP remain ghAlem am Is be tledimletlbthe munly. 17. An fire hAranu and relves Nall be lanl[tl Am shoe plats mmduaes, aralan minor and offset and shall be dearly, Mennfretl on the aii proven. 1& At salves ahell be at kennled by Sze, type, lap elevation and dredlodmlmber of lutes to open or dna each vill 19. HodxOniddiredlenelhom8 eM1all Havel pmfneacrass xdkn tlrndng antl iMMa Na bxe log. 20. The mniratln Is to Revive Ne name of bulaen or eMMenm, shoal address aM Was ID, number fa dl PmPemes adlacml a litre edMima. INDIANARTRST AS -BUILT RECORD DR OF UTILITIES SERVICES DRAWINGS NO, M-16 m GENERAL INFORMATION D z 1ols TBE No Park Place BBOL. suite 300, Clmnvear, FgNa, WIN wmyaNmbawm.727..EST 3505 CeMn awMna nNa36a'I DATE: �T4 0321716 C19 of 20 �EcrI ED APR 03 2015 `IISP.ANANMAI,waE.v (4) z' "ASS WEDGE CAFE VALVES MOUNTING POST µ0 SERVICE 12) 2' FLEXIBLE RUBBER OPENS 100% DISCONNECT W/ LIGHTNING CROMM EIS OF PIPE$ (}) 2" $CH Bp ARRESTOR PER LOCAL CODE I.E. VALVE BOX �WC UNIONS BY ELECTRICAL CONTRACTOR) 1 \� �7f�1��1I r 111 I�rul�nlO�,E�ILIAI � L MOUNT CONTROL PONE- ON FLEXIBLE / HINGE 90R q.. RUBBER SEAL FOR DISCHARGE OPERATORMAIES�R / PVC COUPLINGS S PIPE IHRU VALVE 00% 054' ROUND PST OINDICATOR LIGHTS ALUMINUSOO PLAN M TOP LAN SLOPES TO WET WELL (2) 2' FEARS FULL OPEN ANO. RUN LIGHTS SWING CHECK VALVES POWER LIGHT TOP ENTRY CLEAN-OUT PORT DESIGN 2' GRASS FRE BIO W/ H-10 TRAFFIC RATED CROSS, NIPPLES k 9a ELBOWS AL C FLOW PER LOCALCODE28" X 3B" X 18" DEEP LINK-SFAIgU LE -300S) DIP) (NOT SVPPLEO BY TSC) COMPOSITE VALVE BOX W/ INTEGRAL BOTTOM & w/ TEST SWITCH RESTRICTED ACCESS LD LOCAIEO FL DEP-LOCKABLE CONTROL PANEL 17" X 30" WD ... ® GENERATOR RECEPTACLE (2) SS IR CHARS ❑ (2) GAG-LGHT SEAL OFFS JUNCTION BOX 24' X 36 LOCKABLE WITH IxLET HATCH - HINGES PND ISOLATION VALVE ANO UNIONS HARDWARE 30D PSE LOADING ALLOW FUTURE REPLACEMENT (6) HOOK SS OF VALVES AND FITTINGS 02" VENT -ABL£ HOLDER BYPASS CONFORMS lO (2) SS GUIDE 64 -MEN 4(YHA)F 0.C. DISCHARGE 02' FIELD INSTALL RAIL BRACKETS' $CH BO PJC PIPE DUCT SEA LOCKING WSP 22:40 MONOLITHIC DESIGN ASTM HIGH LEVEL ALARM 12 18 EBARA SEWAGE GRINDER PUMP 48" DUPLEX STATION - 2" PIPING WITH SLIDE RAIL SYSTEM, V.B. AND F.D.E.P. PANEL TSC PRE -FAB PUMP SOLUTIONS MODEL TSC240.0 R9.tlwg O 2. GROUT FLLET (1 TO 1 SLOPE TO 'HOPPER" BOTTOM) JOE 1, HOSE 8I88 WITH REDUCED PRESSURE BACK FLOW PREVENTER FIELD INSTALL BY CONTRACTOR OR: GENERAL NOTES FURNISH µp INSTALL SPASM, SUBMERSIBLE GRINDER PUMPS: DESIGN CONDITION MODEL 32 ON 2 HP HP GPM Q 60 FT/RRA VOLTAGE 208 / 230 / 460 SING- /THREE PHASE DISCHARGE 2" 143 IMPELLER SFWAE GRINDER PUMP RATED FOR TWENTY (20) STARTS PER HOUR. 2. AIR FILLED MOTOR DESIGNED FOR SEWAGE APPLICATION WITH CLASS F INSULATION. 3. DUAL MECHANICAL SHAFT SEALS (SILICON CARBIDE / SILICON CARBIDE) LOCATED OUT OF THE PUMPAGE IN A SEPARATE 011. FILLED CHAMBER. 4, HIGH TEMPERATURE BALL BEARINGS B-10 RATING OF 60.000 HOURS, UPPER BEARING - SINGLE ROW AND LOWER BEARINGS - DOUBLE ROW TYPE, 5. PUMP SHAFT HORSEPOWER IRISH SHALL NOT EXCEED MOTOR RATED HORSEPOWER THROUGHOUT THE ENTIRE 0 SHARING RANGE OF THE PUMP PERFORMANCE CURVE, 6. SINGLE PHASE MOTORS SHALL BE/ DUAL WOUND. CAPACITOR START -RUN µD UE (190 TO 2W) ABLE OF PTHREING ON E PHASE TOLERANCE MELDS 208 i0RS SH30 ALLBE DUALTH A WOUNDAND CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE 1190 TO 2607 OR OPERATE ON 460 VOLT BY CHANGING THE MOTOR LEADS INSIDE THE PUMP. _113EMIGNSS WET WEU SHALL BE A ONE PIECE UNIT WITH INTEGRAL 8070M. WMI ALUMINUM HATCH; TSC MODEL -54R (54") ROUND WITH 24" X 36" LOCKABLE HATCH, REINFORCED FOR LOAD RATING OF 300 LBS/FF WITH HOLD OPEN SAFETY ARM, LOCKING DEVICE FOR HASP TYPE PADLOCK ARE STAINLESS STEEL HARDWARE. VALVE BOX FIBERGUSS COMPOSITE (H-10 TRAHIC RATED) WITH INTEGRAL BOTTOM. (FOR 11/4" AND 2' DISCHARGE PIPING SXR HEADER SYSTEM) SHALL BE 26' X 38' X 18" WITH 17" X 30" LIMITED ACCESS UD ACCESSORIES ((304 S/S - GUIDE RALS, UPPER GUIDE RAIL BRACKETS, CABLE HOLDER, ANCHOR 90Li5 AND PUMP LIFTING CHAINS. VALVES SHALL BE SEWAGE SERVICE DESIGN BRASS SWING CHECK VALVES ""IT TOP ENTRY CLEAN-DUT PORT AND BRASS WEDGE GATE VALVES OPEN 1005. PIPING . 2 SCHEOULE BO PVC, DEAD SWTCHES- UL LISTED M ELECTRO MODEL (SJ 30 SWENO)- PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS, SLIDE GAL ASSEMBLIES, CONTROL PANEL, JUNCTION BOX. FLOAT SWITCHES, ALUMINUM HATCH AND ACCESSORIES TO INSURE PROPER OPERATION AND WANRµTT. THE COMPLETE PACKAGE PUMPING STATION SHALL HAVE PUMP BASES, SLIDE RAIL ASSEMBLIES AND DISCHARGE PIPING ASSEMBLED BY TECHNICAL SALES CORPORATION READY TO SHIP FOR FIELD INSTALLATION. THE MANUFACTURER OF PRE -FAB PUMP BELL IONSTr. ECHNICAL SALES CORPORATION, 4621 N_ HALE AVE TAMPA, FL 33614 (813)876-925f Ebare Submersible Pumps PUMP PERFORMANCE CURVE CONTROL PANT -SHALL CONFORM TO FL FEE 54-604.42(A) CONTROL PANEL SHALL BE TSC MODEL II 38-D IN NEMA 4X FIBERGLASS ENCLOSURE THE PANEL SHALL MEET STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP , ENVIRONMENTAL . POTLATCH COMMISSION (EPC) AND LOCAL CGDE REQUIREMENTS GOVERNING PRIVATE LIFT STATIONS. FLOAT SWITCHES AND CONTROL SYSTEM SHALL BE UL LISTED AND INTRINSICALLY SAFE. ALL COMPONENTS SHALL BE UL LISTED. A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS BETWEEN SOX AND CONTROL PANEL TO PREVENT SEWER GAS ENTRY INTO CONTROL PANEL. ELECTRICAL CONTRACTOR TO PROVIDE SOMCE DISCONNECT WILD LIGHTNING ARRESTER MOUNTED PER LOCAL CODES. THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT r ONTROL PANEL LAYOUT DRO CCB MEN MBS MCB ECR 0 O O O O 5Ft 1F2 SEAL FAIR -INTEGRAL BOTTOM OINDICATOR LIGHTS A ' SLOPES TO WET WELL (2) 6' X 6" X 9' ANO. RUN LIGHTS POWER LIGHT 2' X/22" RUBBER GOLFING CONCRETE POSTS FL LICE BEERS.1680O LEAD/LAG LINK-SFAIgU LE -300S) DIP) INLET PIPE w/ TEST SWITCH FOR PUMP DISCHARGE PIPES LD LOCAIEO (2) SS IR CHARS (2) 02 SCH BO EVE DISCHARGE PIPES WITH IxLET TRAFFIC RATED WET WELL - H-20REINFORCED FIBERGLASS REINFORCED POLYESTER EL MUST MONOLITHIC DESIGN ASTM HIGH LEVEL ALARM 4 D3753 EL MAV 3 (2) EWA GRINDER PUMPS DANPUMP ON GRAM LM50 SUN GUIDE RAIL SYSTEM -FOR PUMP REMOVAL WITHOUT ENTERING WETWELL EL. 17.GF 1 (OSHA. 6D.E.P. & 10 STATES STµpARR EQUIPMENT) CS 50 % 50 NAME ELBOWS LEAD PUMP ON EL 6 % 6' FILLET (FACTORY INSTALLED 9BERGIASS) PUMP OFF _ CONCRETE SALAST AS REQUIRED EL. 1fi (FIELD INSTALLED) 8070. STATION DEPTH = CONCRETE - 3,699 LBS/CU M 4 FT %6 R REP. 4,596 LBS L27 YQS 4 FT % 6 FT REO. 6,2`4 LBS = 69 YDS 48.0000 I.D. 4 FT X 1. H REO. 7.830 LBS ' 2.17. IDS 4 H X 12 H RED. 9.397 LBS = 2.54 YDS SECTION 4 FT X 16 FT RED 12.580 LBS = ^.40 YDS 4 FT X 20 FF RE0.15,725 LBS = 25 YDS EBARA SEWAGE GRINDER PUMP 48" DUPLEX STATION - 2" PIPING WITH SLIDE RAIL SYSTEM, V.B. AND F.D.E.P. PANEL TSC PRE -FAB PUMP SOLUTIONS MODEL TSC240.0 R9.tlwg O 2. GROUT FLLET (1 TO 1 SLOPE TO 'HOPPER" BOTTOM) JOE 1, HOSE 8I88 WITH REDUCED PRESSURE BACK FLOW PREVENTER FIELD INSTALL BY CONTRACTOR OR: GENERAL NOTES FURNISH µp INSTALL SPASM, SUBMERSIBLE GRINDER PUMPS: DESIGN CONDITION MODEL 32 ON 2 HP HP GPM Q 60 FT/RRA VOLTAGE 208 / 230 / 460 SING- /THREE PHASE DISCHARGE 2" 143 IMPELLER SFWAE GRINDER PUMP RATED FOR TWENTY (20) STARTS PER HOUR. 2. AIR FILLED MOTOR DESIGNED FOR SEWAGE APPLICATION WITH CLASS F INSULATION. 3. DUAL MECHANICAL SHAFT SEALS (SILICON CARBIDE / SILICON CARBIDE) LOCATED OUT OF THE PUMPAGE IN A SEPARATE 011. FILLED CHAMBER. 4, HIGH TEMPERATURE BALL BEARINGS B-10 RATING OF 60.000 HOURS, UPPER BEARING - SINGLE ROW AND LOWER BEARINGS - DOUBLE ROW TYPE, 5. PUMP SHAFT HORSEPOWER IRISH SHALL NOT EXCEED MOTOR RATED HORSEPOWER THROUGHOUT THE ENTIRE 0 SHARING RANGE OF THE PUMP PERFORMANCE CURVE, 6. SINGLE PHASE MOTORS SHALL BE/ DUAL WOUND. CAPACITOR START -RUN µD UE (190 TO 2W) ABLE OF PTHREING ON E PHASE TOLERANCE MELDS 208 i0RS SH30 ALLBE DUALTH A WOUNDAND CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE 1190 TO 2607 OR OPERATE ON 460 VOLT BY CHANGING THE MOTOR LEADS INSIDE THE PUMP. _113EMIGNSS WET WEU SHALL BE A ONE PIECE UNIT WITH INTEGRAL 8070M. WMI ALUMINUM HATCH; TSC MODEL -54R (54") ROUND WITH 24" X 36" LOCKABLE HATCH, REINFORCED FOR LOAD RATING OF 300 LBS/FF WITH HOLD OPEN SAFETY ARM, LOCKING DEVICE FOR HASP TYPE PADLOCK ARE STAINLESS STEEL HARDWARE. VALVE BOX FIBERGUSS COMPOSITE (H-10 TRAHIC RATED) WITH INTEGRAL BOTTOM. (FOR 11/4" AND 2' DISCHARGE PIPING SXR HEADER SYSTEM) SHALL BE 26' X 38' X 18" WITH 17" X 30" LIMITED ACCESS UD ACCESSORIES ((304 S/S - GUIDE RALS, UPPER GUIDE RAIL BRACKETS, CABLE HOLDER, ANCHOR 90Li5 AND PUMP LIFTING CHAINS. VALVES SHALL BE SEWAGE SERVICE DESIGN BRASS SWING CHECK VALVES ""IT TOP ENTRY CLEAN-DUT PORT AND BRASS WEDGE GATE VALVES OPEN 1005. PIPING . 2 SCHEOULE BO PVC, DEAD SWTCHES- UL LISTED M ELECTRO MODEL (SJ 30 SWENO)- PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS, SLIDE GAL ASSEMBLIES, CONTROL PANEL, JUNCTION BOX. FLOAT SWITCHES, ALUMINUM HATCH AND ACCESSORIES TO INSURE PROPER OPERATION AND WANRµTT. THE COMPLETE PACKAGE PUMPING STATION SHALL HAVE PUMP BASES, SLIDE RAIL ASSEMBLIES AND DISCHARGE PIPING ASSEMBLED BY TECHNICAL SALES CORPORATION READY TO SHIP FOR FIELD INSTALLATION. THE MANUFACTURER OF PRE -FAB PUMP BELL IONSTr. ECHNICAL SALES CORPORATION, 4621 N_ HALE AVE TAMPA, FL 33614 (813)876-925f Ebare Submersible Pumps PUMP PERFORMANCE CURVE CONTROL PANT -SHALL CONFORM TO FL FEE 54-604.42(A) CONTROL PANEL SHALL BE TSC MODEL II 38-D IN NEMA 4X FIBERGLASS ENCLOSURE THE PANEL SHALL MEET STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP , ENVIRONMENTAL . POTLATCH COMMISSION (EPC) AND LOCAL CGDE REQUIREMENTS GOVERNING PRIVATE LIFT STATIONS. FLOAT SWITCHES AND CONTROL SYSTEM SHALL BE UL LISTED AND INTRINSICALLY SAFE. ALL COMPONENTS SHALL BE UL LISTED. A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS BETWEEN SOX AND CONTROL PANEL TO PREVENT SEWER GAS ENTRY INTO CONTROL PANEL. ELECTRICAL CONTRACTOR TO PROVIDE SOMCE DISCONNECT WILD LIGHTNING ARRESTER MOUNTED PER LOCAL CODES. THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT r ONTROL PANEL LAYOUT I GR SINGLE PHASE WIRING DIAGRAM U -REO V -WHITE Y-BIAGK AM ai CAPACITORS µ0 RELAYS ARE PANEL MOUNTED (D AA c .. CONNECTION POINT "A' THREE PHASE WIRING DIAGRAM U -RED V -WHITE W -BLACK 20li INTERLOCK ON ALL CONNECTION POINT "A" DUPLEX h` i+ SEPARATE CONDUITS n ^'^ (R(E))QUIRED By NEC (i) PUMP POWER LOOCABLES S L CABLE NEM 4% 12X12%6 .. Y_ `O'v FIBERGLASS ®� ,� ®w Owe. JUNCTION BOX W/ALUMINUM SUB PANEL AND ((5 PUMPS �• ' ' TERMINAL STRI�S FURNISH (2) CONDUITS SHOWN OPEN LARDY FLOATS To WET WELL z" MIN -PANEL WIRING DIAGRAM FOR NOP LEGEND PANELS/SIAHLL CONFORM TO FLORIDA GED 6 ..400 AN HARM HORN U. GENERATOR RECEPTACLE FOR EMERGENCY AL PL1RM LIGHT POVJERCONNECTIONARE141147ERLOCK AGALARM 0 ATS ALTERN IOR W/BTESTO TSWITCH Q2SURGE PROTECTION AND LIGHTNING CCB. CONTROL CIRCUIT BREAKER PROTECTION ONALLINCOMING LEGS OR DUPLEX RECEPTACLE L DEC DUPLEX RECEPTACLE BREAKER Q3 PHASE PROTECTION SHALL BE PROVIDED i ECB EMERGENCY CIRCUIT BREAKER ETM ELAPSED TIME METER QSHATUSEALFAILDETECTION 1 F ELISE FL FLASHER O5 ALTERNATORM/TESTSVATCH LOAT FS FICATSWITCH WITCH S (( 10 OR GENERATOR RECEPTACLE PANEL MANUFACTURER SHALL BEAW LISTED SHOP. GRD GROUND HOA HAND -OFF -AUTOMATIC SELECTOR TSC DUPLEX GRINDER PUMP STATION 1 IA LIGHTNING ARRESTOR - MB MOTOR BREAKER FIBERCIASS WET WELL MCB MIN CIRCUIT BREAKER A MOTOR STARTER NEUTRAL TECHNICAL SALES OLS OVERLOAD HEATERS QPM PHASE MONITOR CORPORATION PER PUMP TERMINAL STRIP ft RELAY TSC PRE -FAB PUMP SOLUTIONSO L RC RUN CAPACITOR p RD DISCHARGE RESISTOR WATERWORKS & WASTEWATER SPECIALTIES o _ RLPUMP RUN INDICATORS ISM—ASS,/nxrvGve N u/ twin - OFFS REGULATOR TERMINAL STRIP MODEL TSCE2-48.00 BE START ACITOR (D SF SEAL FAIL (SHAH) 4621 N. HALE AVENUE PH (813)878-9256 - SR START RELAY TAMPA, FL 33614 FAX (813)874-1194 0 SP SURGE PROTECTOR ORAL: SOI-OTSCT-p.— IIS THERMAL TERMINAL STRIP REV -9 SCALE: N.T.S. 7 L L f LIFT STATION DETAILS DRO CCB MEN MBS MCB ECR 0 O O O O 5Ft 1F2 SEAL FAIR OINDICATOR LIGHTS A ' ETM1 HM2 TATE o�PR:0.2`1015 ANO. RUN LIGHTS POWER LIGHT TXO A .p:E. (4) FLOAT LIGHTS FL LICE BEERS.1680O LEAD/LAG 5Aff.^NAT".'SRELECTORBOOST) w/ TEST SWITCH I GR SINGLE PHASE WIRING DIAGRAM U -REO V -WHITE Y-BIAGK AM ai CAPACITORS µ0 RELAYS ARE PANEL MOUNTED (D AA c .. CONNECTION POINT "A' THREE PHASE WIRING DIAGRAM U -RED V -WHITE W -BLACK 20li INTERLOCK ON ALL CONNECTION POINT "A" DUPLEX h` i+ SEPARATE CONDUITS n ^'^ (R(E))QUIRED By NEC (i) PUMP POWER LOOCABLES S L CABLE NEM 4% 12X12%6 .. Y_ `O'v FIBERGLASS ®� ,� ®w Owe. JUNCTION BOX W/ALUMINUM SUB PANEL AND ((5 PUMPS �• ' ' TERMINAL STRI�S FURNISH (2) CONDUITS SHOWN OPEN LARDY FLOATS To WET WELL z" MIN -PANEL WIRING DIAGRAM FOR NOP LEGEND PANELS/SIAHLL CONFORM TO FLORIDA GED 6 ..400 AN HARM HORN U. GENERATOR RECEPTACLE FOR EMERGENCY AL PL1RM LIGHT POVJERCONNECTIONARE141147ERLOCK AGALARM 0 ATS ALTERN IOR W/BTESTO TSWITCH Q2SURGE PROTECTION AND LIGHTNING CCB. CONTROL CIRCUIT BREAKER PROTECTION ONALLINCOMING LEGS OR DUPLEX RECEPTACLE L DEC DUPLEX RECEPTACLE BREAKER Q3 PHASE PROTECTION SHALL BE PROVIDED i ECB EMERGENCY CIRCUIT BREAKER ETM ELAPSED TIME METER QSHATUSEALFAILDETECTION 1 F ELISE FL FLASHER O5 ALTERNATORM/TESTSVATCH LOAT FS FICATSWITCH WITCH S (( 10 OR GENERATOR RECEPTACLE PANEL MANUFACTURER SHALL BEAW LISTED SHOP. GRD GROUND HOA HAND -OFF -AUTOMATIC SELECTOR TSC DUPLEX GRINDER PUMP STATION 1 IA LIGHTNING ARRESTOR - MB MOTOR BREAKER FIBERCIASS WET WELL MCB MIN CIRCUIT BREAKER A MOTOR STARTER NEUTRAL TECHNICAL SALES OLS OVERLOAD HEATERS QPM PHASE MONITOR CORPORATION PER PUMP TERMINAL STRIP ft RELAY TSC PRE -FAB PUMP SOLUTIONSO L RC RUN CAPACITOR p RD DISCHARGE RESISTOR WATERWORKS & WASTEWATER SPECIALTIES o _ RLPUMP RUN INDICATORS ISM—ASS,/nxrvGve N u/ twin - OFFS REGULATOR TERMINAL STRIP MODEL TSCE2-48.00 BE START ACITOR (D SF SEAL FAIL (SHAH) 4621 N. HALE AVENUE PH (813)878-9256 - SR START RELAY TAMPA, FL 33614 FAX (813)874-1194 0 SP SURGE PROTECTOR ORAL: SOI-OTSCT-p.— IIS THERMAL TERMINAL STRIP REV -9 SCALE: N.T.S. 7 L L f LIFT STATION DETAILS A ' TATE o�PR:0.2`1015 TBE 380 Pak PI SMS, S.R. AM. C. -IM,, MORE. W759 TXO A .p:E. ...%m .wm-727.531dEN FL LICE BEERS.1680O Catlfi6.M OIATINOIYaIbn Na 3&3 LJ a DATE: 08,0514 C20 of 20 HE PR 03,iP'�i� J naBsssr= 30RE111 .. �,li.OR._ KEY NOTES 0 PROPERTY UNE 2O EXISTING DRIVE AISLE O 30 IT. BUFFER LINE © FORCE MAIN (MINIMUM 5 FT CLEAANCE) OS BACKFLOW PREVENTOR ORP COMPANY OFA1pBpMp INC ALL DISTURBED AREAS WITHIN THE FOOT RIGHT OF PROPOSED TREES WAY SHALL BE REGRADED AND SODDED WITH ARGENTINE BAHIA, SOD. PID ER0]00000001.1 LIFT STATION. SEE CML SET FOR FURTHER REQUIRED LANDSCAPE STRIP INFORMATION. OB CONTACTOR TO ROOT PRUNE THE FURTHEST 930M8 W. GYOW GAST STREET TAEIPA, FL 33614694 EKTENT AWAY FROM TREE POSSIBLE PRIOR TO MINIMUMCANOWMEES OEMOLTROWCONSTRUCRON. CONLACTORTO TREES =6(i TOO.OMS.FJ REVIEW GRADING PLANS AND SITE CONDITIONS OR ROOK 2294,ACHED PAGE 1 PRIOR TO ANY ROOT PRUNING. CONTRACTOR TO SOUTH -10(200120 COORDINATE ALL TREE PRESERVATION EFFORTS MINIMUM M TREE REQUIREMENiB THROUGH CERTIFIED ARBORIST. O9 PROPOSED RETAINING WALL SEE CIVIL SET WR NORTH=5(iOd2l1) FURTHER INFORMATION TOTAL TREES PROPOSED TOTAL =32 (SHERWIN lY1WAMS PALM STORE) NEW =39 TREE CREDITS =9 PROPOSED CAN= 3 GAL TOTALTREES =42 7NOOES WEST 425) =](180 LOT I n Sa' SOUTH =0(2001 �ovDisuuxF.DGEaEOuinm FORFSTERTA SEGREGATA Y - ROHM COMMERCIAL REMAT PLAT BOOK 26, PAGE 83 REO MAPLE NORTH =5(IDd35) 1.5°CN- I TOTAL =D I FNEWSNB • LO LAUREL OAK QUERNS --RAA 2°CAL 6PARALLEL 12- ILL. 6 •.. :. IHHEWU OF JUMPERUSSIUCICOLA 2'CPL AS SHOWN 12'HT. 8 OVERSTORY 127 ® Ii I MUHLV ARAM MUMIENSERGIACAPILUWS 1 GAL. 216°O.C. N/A 16 O' IN L, SAM PALMETTO a- CUP. M. AS SHOWN 12- OV. IS O RL OVERSTORY OO ARGENTINE BAHIA EXISTING SLASH PINE PINUS ELLIOTTI VgRAENSA YCAL AS SHOWN iT HT. 1 OVER$TORY I I W ■ 42 t IT O CPP➢EMVRTIf ■ 3. CAL. 6 I � UNDERSTORY Lo ir ir i•) FP FLORIDA PRIVET FORESTERIA SEGREGATA 3'CAL AS SHOWN WRIT. 00 UNDERSTORY B 00 RI i AR _ �[ bz 0 vo • 23 C0 Ji 6 180 Cy t 30 MG KEY NOTES 0 PROPERTY UNE 2O EXISTING DRIVE AISLE O 30 IT. BUFFER LINE © FORCE MAIN (MINIMUM 5 FT CLEAANCE) OS BACKFLOW PREVENTOR OB ALL DISTURBED AREAS WITHIN THE FOOT RIGHT OF PROPOSED TREES WAY SHALL BE REGRADED AND SODDED WITH ARGENTINE BAHIA, SOD. �] LIFT STATION. SEE CML SET FOR FURTHER REQUIRED LANDSCAPE STRIP INFORMATION. OB CONTACTOR TO ROOT PRUNE THE FURTHEST QTY EKTENT AWAY FROM TREE POSSIBLE PRIOR TO MINIMUMCANOWMEES OEMOLTROWCONSTRUCRON. CONLACTORTO TREES =6(i TOO.OMS.FJ REVIEW GRADING PLANS AND SITE CONDITIONS WEST =10(160117) PRIOR TO ANY ROOT PRUNING. CONTRACTOR TO SOUTH -10(200120 COORDINATE ALL TREE PRESERVATION EFFORTS MINIMUM M TREE REQUIREMENiB THROUGH CERTIFIED ARBORIST. O9 PROPOSED RETAINING WALL SEE CIVIL SET WR NORTH=5(iOd2l1) FURTHER INFORMATION O'Reilly Auto Parts 91'477&B7�/ FLCORHEVATNNt22PY(F.FEON A Imo. Q®AooeF,,� oeeooR■( �p�oe�e�j, J� O!O O�c�® ©� �.YDOpOa0�33S�033f>9iC0`�9.00�307�,•L�(3©�©O©OOi307COGO�JCLO7(OIC 4l,y, �R;Y_A.iIS<i(jt5 ©ice � t►. © , Y ■ •/ 512 :• ■ LANDSCAPE ORDINANCE REOUIREMENTS N/F ANNUL, TODD AND WILLIAM BRWIUNO Pm: 3139 W 0 W 06000000004.0 P.O. BOX ]808]4 SEBASTIAN, FL 32958 O0. BOOK 2294, PAGE 1692 ZONED CG UMCANIT HOT ROHM COMMERCIAL RENAL PUT BOOK 266, PAGE 0= N/F DAUST, TODD AND WIWAM BROGNANO PID: 313907000060000OWM.0 P.D. BOX 111874 SEBASMN, R 32958 OR BOOK 2294, PAGE 1692 ... CE (VACANT) LOTS ROHM COMMERCIAL REVYAT PUT WOK 26, PAGE 83 MINIMUM INTERIOR LANDSCAPED AREA FOR VEHICULAR USEARE4: PROPS. LINE GNOGCAFEARE = 5103E (ASSET PARI(ING SPACE) MINIMUM FOUNDATION UNDSCPPING PROPOSED CAPE AREA =t2205F REQUESTING WAIVER FROM OVERLAY DISTRICT MINIMUMS REQUIRED TREES REQUIRETREM =T(#PARKING BPACESI5) ® PROPOSED TREES =7 PROPOSED TREES REQUESTINGWANER FROM OVERIAYDISMUCT MINIMUMS FOR REQUIRED TREES ADJACENT TO THE RIGHT OF WAY/ PERIMETER CANOPYANDUNOERSTORYREOUIREMENTS REQUIRED LANDSCAPE STRIP =10". BUFFER AND CONTINUOUS 3FT TALL HEDGE SPACING SIZE QTY MINIMUM OPENSPACEREQUIREMENM MINIMUMCANOWMEES REQUIRED UNDERSTORY TREES TREES =6(i TOO.OMS.FJ WEST =8(160/20) WEST =10(160117) 15" HT. SOUTH -10(200120 SOUTH =121200/17) MINIMUM M TREE REQUIREMENiB EAST =0(180/20) ERCT =1100/17) TOTAL EQUIREIS =42 NORTH=5(iOd2l1) NORTH=6(&(tDOI P) TOTAL TREES PROPOSED TOTAL =32 TOTAL =39 NEW =39 TREE CREDITS =9 PROPOSED CAN= 3 GAL TOTALTREES =42 7NOOES WEST 425) =](180 6 O SOUTH =0(2001 �ovDisuuxF.DGEaEOuinm FORFSTERTA SEGREGATA EAST = 9(100/35) MH RM REO MAPLE NORTH =5(IDd35) 1.5°CN- p5 SHOWN TOTAL =D 14 OVERETORY SYMBOLS LEGEND s a PROPS. LINE — — IANOSCAPE BUFFER �., AREA OF CONCRETE SIGN Do HEWLIOMPOLELOCATIOH ® HEWSIONW"WON PLANT MATERIALS SCHEDULE SHRUM MIN SYMBOLS MARK COMMON NAME BOTANICALNAME SIZE SPACING SIZE QTY TYPE RI INDIAN HAWTHORN 'AWN TREES 3 GAL. 4'-D' D.0 15" HT. 18 0 VO ' AR RED�BIC ACER RUBRUM 3.5- CAL. AS SHOWN 18'HT. 6 OVERSEORY CODIAEUM VARIEGATUM 3 GAL RA— IS -HT. 6 O FS �ovDisuuxF.DGEaEOuinm FORFSTERTA SEGREGATA lO GAL RM REO MAPLE ACER RVGRVM 1.5°CN- p5 SHOWN IT HT. 14 OVERETORY • LO LAUREL OAK QUERNS --RAA 2°CAL AS SHOWN 12- ILL. 6 OVERSTORY IS SOUTHERN RED CEDAR JUMPERUSSIUCICOLA 2'CPL AS SHOWN 12'HT. 8 OVERSTORY 127 ® MG MUHLV ARAM MUMIENSERGIACAPILUWS 1 GAL. 216°O.C. N/A 16 O' SP CABBAGE PALM SAM PALMETTO a- CUP. M. AS SHOWN 12- OV. HT. 15 OVERSTORY OO ARGENTINE BAHIA EXISTING SLASH PINE PINUS ELLIOTTI VgRAENSA YCAL AS SHOWN iT HT. 1 OVER$TORY iOTucrvrom'. 42 t IT O CPP➢EMVRTIf LAGRATFORMMINDIGTONIO' 3. CAL. ASSHOWN S'HT. 4 UNDERSTORY i•) FP FLORIDA PRIVET FORESTERIA SEGREGATA 3'CAL AS SHOWN WRIT. 2 UNDERSTORY MULCH NOTE ALL PUNT BEDS SHALL CONTAIN A 3- DYER OF PINE NEEDLE MULCH (TYP.) ALL TREES IN SOD SMALL RECEIVE A 4' DIAMETER MULCH KING (TYP.) EXISTING TREES NOTE: REFER TO CIVIL SET FOR ALL INFORMATION REGARDING TREE DEMOLITION AND PRESERVATION. SOD NOTE. DROUGHT TOLERANT BAHIA, AS SPECIFIED ABOVE, TO BE USED TO COVER ALL AREAS DISTURBED DURING CONSTRUCTION. CONTACTOR SHALL REPAIR AND REPLACE ANY DAMAGE TO THE SITE OUTSIE OF PROPERTY LINES DUE TO ON -SLUE CONSTRUCTION ACTIVITY. PLANTING PLAN SCALE: 1°=. D N zB' 4B' 0 &90N p9AT'6B8LON ALMAY6 CALL 011 ■■NL3a■ xov oxa xmm'.glliunfhlnv1wmn„' 4 ® TBE 380 PeM Plam BW.. SWb 300. CIMR RNR. Florida. 33758 ..w NRIbR..-727.531.3505 Celtifple oTAUIMNnIbn No.3&9 I DATE: OB -0S14 L10F4 SHRUM O PM PoD3GRW5 PODDGRNS MAIROPN 7GAL 61-W D.C. 24- HT. 4 ©} RI INDIAN HAWTHORN 'AWN RMAHUU PISINDIG'NH9' 3 GAL. 4'-D' D.0 15" HT. 18 0 VO HIS SORULDEORIGHTVIBURNUM V.N0.'p11g1'MRS..SfINIFRSOBIRB' 3 GAL. 3'W D.C. 15- ITT. 62 O CV CROTON CODIAEUM VARIEGATUM 3 GAL 4-W O.C. IS -HT. 6 O FS �ovDisuuxF.DGEaEOuinm FORFSTERTA SEGREGATA lO GAL V-." O.G I6 HT. 168 GROUNOCOVER LS CREEPING LILYNRF UNTOPE SPICATA 1 GAL 11-6. D.C. N/A 127 ® MG MUHLV ARAM MUMIENSERGIACAPILUWS 1 GAL. 216°O.C. N/A 16 SOD PN ARGENTINE BAHIA PAEMUMNOTATIN'AAGRIIIRE SOD N/A N/A 5,281 SF MULCH NOTE ALL PUNT BEDS SHALL CONTAIN A 3- DYER OF PINE NEEDLE MULCH (TYP.) ALL TREES IN SOD SMALL RECEIVE A 4' DIAMETER MULCH KING (TYP.) EXISTING TREES NOTE: REFER TO CIVIL SET FOR ALL INFORMATION REGARDING TREE DEMOLITION AND PRESERVATION. SOD NOTE. DROUGHT TOLERANT BAHIA, AS SPECIFIED ABOVE, TO BE USED TO COVER ALL AREAS DISTURBED DURING CONSTRUCTION. CONTACTOR SHALL REPAIR AND REPLACE ANY DAMAGE TO THE SITE OUTSIE OF PROPERTY LINES DUE TO ON -SLUE CONSTRUCTION ACTIVITY. PLANTING PLAN SCALE: 1°=. D N zB' 4B' 0 &90N p9AT'6B8LON ALMAY6 CALL 011 ■■NL3a■ xov oxa xmm'.glliunfhlnv1wmn„' 4 ® TBE 380 PeM Plam BW.. SWb 300. CIMR RNR. Florida. 33758 ..w NRIbR..-727.531.3505 Celtifple oTAUIMNnIbn No.3&9 I DATE: OB -0S14 L10F4 Ht€ARflid@D APO 03 EAu � NF PAINTSIORE I BROGNANO ORP COMP13"070 OF RID: 31390700006000000004.0 PID: MOORK041NC 0001.1 P.O. P.O. BOX 780874 FL 3295. .20000GA SH 4308AMG'NGA$TREEf ROHM COMMERCIAL SERF TAMPA,4, (STORYSNCCD (ER NIF OR BOOK 2290, PAGE 1694 PACE IN RALNT) $NERWIN WILLIAM$ DANIEL, TODD AND WILLIAM ZONED DO PAINTSIORE BROGNANO (SMERWIN WILLIAMS PAINTSTORE) RID: 31390700006000000004.0 j •K, =1 P.O. P.O. BOX 780874 FL 3295. ROHM COMMERCIAL SERF O0. BOOK 2294, PAGE Ifi92 -: PIAT BOOK 26, PAGE 83 - ZONED CG ROHM COMMERCIAL INRAT —. PIAT BOOK 26, PAGE 8� — OF P G, D I TO ® ® — ® AS AS ® e m IF ®® m � 2 • 2 _ g 1 I �i — " SEBASTIAN BLVD/ O'Reilly Auto Parts /91''4'X16'' -0'j SG.Ft.=6,811 j TUE DANIEL, TODD AND WILLIAM BROGNANO PID: 3139M0006000000003.0 P.O. BOX 180. SEBASIIRN, FL 32950 0R BOOK 2294, PAGE 3692 ZONED T) (VACANT) LOT3 RONM COMMERCIAL REPLAT PLAT BOOK 26, PAGE 03 512 UND LANES) 90' K/V SYMBOLS LEGEND REFERMSGRVEYFOBIXIF N CONDITION BYMEOLE LEGEND e PROPERTY LINE LANDSCAPE BUFFER AREA OF CONCRETE J_ SIGN C NEW LIGHT POLE LOCATION ® NEW SIGN LOCATION IRRIGATION MATERIALS AND LEGEND ALL LANDSCAPED AREAS TO BE IRRIGATED WITH AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM UNLESS OTHERWISE NOTED. O1 ALL PROPOSED LAWN AREAS TO BE IRRIGATED THAT HAVE NOT BEEN HATCHED WITH DRIP AREA HATCHING AND 00 NOT CONTAIN EXISTING PLANT MATERIAL WILL BE IRRIGATED WITH SPRAY HEAD IRRIGATION OR ROTORS UNLESS OTHERWISE NOTED. O2 PLANTER BED IRRIGATION COVERAGE(TYP. OF HATCHED AREAS). ALL PROPOSED PLANTINGS SMALL RECEIVE DRIP IRRIGATION O3 POINT OF CONNECTION- PROPOSED IRRIGATION WELL. REFER TO CIVIL SET FOR MORE INFORMATION. INSFgLL PER LOCAL CODES, © 2- IRRIGATION MAINLINE- TWIN SEAL P.R. 200 -SDR 21 CONTRACTOR WILL BE REQUIRED TO LOOF THE IRRIGATION MAINLINE TO REDUCE PRESSURE LOSS MOTE: MAINLINE !LAYOUT IS DIAGRAMMATIC. VALVES AND MAINLINE SHOWN IN PAVED AREAS ARE FOR GRAPHIC CURTLY ONLY. ALL VALVES AND MAINLINE SHALL BE INSTALLED WITHIN LANDSCAPE AREAS. COMPACTOR SHALL NOT ROURE MAINLINE NFAREXIST[NGORPROPOSEDTPE6,ORNRIRYLINES. REFER TO CML SET FOR MORE INFORMATION PRIOR TO INSTALLATION. OS UNDERPAVEMENT SLEEVING. 4" DIAMETER UNLESS OTHERWISE INDICATED. TO BE INSTALLED BY LANDSCAPE CONTRACTOR AT DEPIH AS PER LOCAL {ODE. SCHEDULE 40 PIPE © POTENTIAL LOCATION FOR MINI WEATHER STATION/ PAIN SENSOR: MOUNT RAIN SENSOR ON BACK OF TRASH RECEPTACLE IF ACCEPTABLE WITH OWNER. ENSURE SENSOR IS OUT OF EXISTING AND FUTURE OBIPURCE OF TREES OT POTENML AUTOMATIC CONTROLLER: MOUNT CONTROLLER ON BACK TRASH RECEPTACLE IF ACCEPTABLE WITH OWNER OB RESIUENF WEDGE ISOLATIONIGNTE VALVE - SIZE PER LINE SIZE MP OF 6) NOTE: ALL IRRIGgODN EQUIPMENT INSTALLED IN RIGHT OF WAYTO BE INSTALLED PER LOCAL CODES NOTE:INSTALLATION OFTHEIRRRGATION SYSTEM REQUIRESA SEPARATE BUILDING PERMITFORTHECT'OFSEARSTLAN IRRIGATION PLAN SGNLUU 1' = 20' O 2.• 4.• N RIDN NBAT'R BRG�N AL11AY8 C171 LL B 1 � e880RB YOD DIO %1mmwnswmmBcw cavaffsu TBE 380 PNk PI.-BNd, SuIN 300, CREPNIlx. FIwHa, 33158 v ,DIPJ-We.mm-121.531.350.5 CertlRute M AuDgllmtlm No. 3813 DATE; 05.0814 L2OF4 ECEOVE� APR 03108 Bxfiu'i.GI-AP04E11 AMSHRUBRIGROUNDCOVER CHO" SPREAD ) SPACING. i 1` I SHRUB &GROUNDOUVERS `YI : 1�1 �• A�1 . ,} • 1E.1 Vc ab COLUR •TREEBED UNE SPREAD ARBOR TM - NYLONIPOLYESTM2--I►`My BLAMEAND WINE SMAPINNG'� iBASKETS CUT Off OFTHE 3'-4- EARTH SAULM MR ISO OF SAM 3' MULCH PER RUN MUCH 3' FROM STEP. UNDISTURBED SOIL 12� 3" MULCH UYEK FERTILIZER \/\ i G\H G\i /\H/✓ H\/ \f \ /\ \c \P GMASS BETWEEN MIDDLE AND RPECFERTTMZERTM BOTTOM OF ROOT MASS ED _ E .!/J ♦\\H�/\! WDEGMEARGUE _6'- B No.PREPARED PUNTING SOIL \\ ITO TIMPS IEWID PREPARED PUNTING SOIL .MEN ... BOTTOM OF ROM MASS MSTIMESW IM EXISTING UNDISTURBED SOIL JSpPJL�ii`O\\i\\i\\i\\ii\\ii�Pyi\\i\i`i/\\iir\\iii ©MULTI -STEM TREE -FORM Q vIHRU�tGROUNDCOVER PLANTING DETAIL v 1. ALL PLANTS SHALL BE FLORIDA YS OR BETTER. ALL PLANTS SHALL SETYPICAL OF THEIR SPECIES OR VARIETY AND SMALL HAVE A NORMAL HABIT OF GROWOI. THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL -BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE AND INSECT PESTS, EGGS OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. 14. ALL PLANTS SHALL BE GUARANTEED FOR I YEAR AFTER FINAL ACCEPTANCE BY OWNER. 2. SUBSTITUTIONS: WHEN PLANTS OFA SPECIFIED KIND OR SEE ARE NOT AVARAOLE,A REASONABLE SUBSRNRON MAYBE MADE UPON REQUEST IN WRITING BY THE LANDSCAPE CONUVVCTOR IF APPROVED BY THE OWNER. PLANT MATERIAL SUBSTITUTION NEEDS TO BE GRANIED BY TME CITY OF SEBASTIAN. 3. AS PER THESE DRAWINGS AND SPECIFICATIONS THE -IM' HEIGHT OF PROPOSED ASPLANT MEASURED UNLESS OTHERWISE ARKO TSHALL MEAN THE ACNTDISTANCE AS MEASURED FROM THE SOIL STRESS MARK ON TRUNK OR BASE OF PLANT TO THE TOP ELEVATION OF THE P1ANT. 4. WORK UNDER THESE SPECIFICATIONS SHALL CONSIST OF PREPARATION OF FUMING AREA; FURNISHING AND PLANTING ALL PROPOSED NEW PLANT MATERIALS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO FINISHED GRADING, FURNISHING TOPSOIL, STAKING, WATERING, PRUNING, HAMMSND, MULCHING, AND LAYING SOD; AND MAINTENANCE AND PROTECTION OF PLANTS UNTIL FINAL ACCEPTANCE BY OWNER. 5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANTS SHOWN ON THE DRAWINGS, AS SPECIFIED, AND IN QUANTITIES MOVES ON THE PLANT MATERIALS LIST. IN THE EVENT OF A VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHOWN ON THE PLANING PLAN, THE PLANTING PIAN SHALL CONTROL. 6. THE OWNER SHALL HAVE THE RIGHT TO REJECT ANY AND ALL WORK AND MATERIALS WHICH, IN HIS OPINION, DO NOT MEET THE REQUIREMENTS OF THE PARTING PLR, DETAILS, AND THESE SPECIFICATIONS. 7. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL PLANT MATERIAL LOCATIONS FROM THE PLANTING PLAN PRIOR TO INSTALLATION FOR APPROVAL BY TIE OWNER. S. ALL PLANTING BED AREAS SMALL BE FINE GRADED BY THE LANDSCAPE CONTRACTOR. 9. THE AWOSCAPE CONTRACTOR SHALL EXAMINE THE SOILS OF ALL PLANTING AREAS PRIOR TO PLANTING FOR TME SUITABILITY TO SUSTAIN HEALTHY PLANT GROWTH AS CALLED FOR ON THE PUNTING PLAN, DETAILS, AND THESE SPECUICATONS. 10. SURFACE OF ALL AREAS TO BE GRASSED SHALL BE PREPARED FOR PLACEMENT OF SOD BY LANDSCAPE CONTRACTOR 11. ALL PROPOSED PLANNING AREAS FOR TREES, PALMS, SHRUBS AND GROUNDCOVERS SHALL BE TOP DRESSED WITH A MINIMUM OF THREE (3) INCHES OF PINE BARK MINI NUGGETS MULCH, SPREAD UNIFORMLY IN DEPTH OVER THE PLANTING BEDS AS DELINEATED ON THE PAWS UNLESS OTHERWISE NOTED. 12. MULCH SHALL BE ORGANIC AND SHALL BE SPECIFIED IN PLANT BEDS AND AROUND INDIVIDUAL TREES. WHEN APPLIED TO TREES, MULCH SHALL NOT BE PLACED ON TDP OF THE ROOT BALL OR BE PLACED AGAINST THE TRUNK. MULCH SHALL BE APPLIED A MINIMUM OF 12° W 1B" FROM THE TRUNK FOR ANY SIZED TREE. MATENAIS THAT OO NOT BIODEGRADE SUCH AS ROCK AND SHELLS, ARE NOT DEEMED ACCEPTABLE. FAILURE TO INSTALL MULCH (AND TYPE OF MULCH) AS PROVIDED IN THE SPECIFICATION ABOVE MAY RESULT IN A FAILED INSPECTION. SEE NTTP://HORT.IFAS.UR.EDU/WDODY/OVER-MULCHING.SHFML FOR MORE INFORMATION. 13. ALL PLANTS, UNLESS OTHERWISE SPECIFIED, SHALL BE NURSERY GROWN STOCK, AND SHALL COMPLY WITH ALL REQUIRED INSPECTIONS, GRADING STANDARDS, PLANT REGULATIONS AND REQUIREMENTS FOR MEASUREMENT, BRANCHING AND CULTURAL PRACTICES; AS SEI FORTH IN THE FLORIDA DEPARTMENT OF AGRICULTURE "GRADES AND STANDARDS NR NURSERY PLANTS', (LATEST EDITION), INCLUDING REVISIONS AS DETERMINED BY THE STATE PLANT BOARD OF FLORIDA OR TO THE STANDARDS AS GIVEN IN THE LATEST "AMERICAN STANDARD FOR NURSERY STOCK,' AMERICAN NATIONAL STANDARDS INSTITUTE. 14. WHERE PROPOSED THIS LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY WJDSCAPE ARCHITECT TO AOIUST TREE LOCATIONS. 15. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE OWNER, IN WRITING, IF HE/SHE BELIEVES ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS WILL BE GRANTED BY THE OWNER PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE OWNER ALL PLANTING WHICH FAILS TO GROW (EXCEPT MR DEFERS RESULTING FROM LICK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE OWNER, NEGLECT OR VANDALISM) SHALL BE REPLACED BY THE CONTRACTOR AT THE COMRACTOWS EXPENSE. 16. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS 17. SITE CONDMIONS BASED UPON SURVEY PROVIDED BY OWNER. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BIO AND BEGINNING CONSTRUCTION. 18. REFER TO CIVIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 19. REESTABLISH NRF IN AREAS DISTURBED BY GRADING OR UTILITY TRENCHING IN THE RIGHT-OF-WAY. 20, COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWING 21. ALL LANDSCAPE MAINTENANCE SHALL BE IN ACCORDANCE WITH CITY OF SEBASTIAN STANDARDS SOIL PLANTING MIXTURE (MIX ONSITE 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH FROM HIS SOURCE A GOOD CLEAN, NATIVE SOIL WHICH SHALL MEET THE APPROVAL APPROVAL OF THE OWNER OR HIS REPRESENTATIVE. THIS SOIL SHALL BE USED FORTLE PLANTING MIXTURE AS FOLLOWS: A. ONE PART HILLARY PEAT PLANTING MIX, TOPSOIL OR APPROVED EQUAL B. ONE PART NA TNf SOIL 2. SOILS WITHIN RUMORS AREAS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL& SODWRHREGARDTO: PH, SOILTtEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. THE CONTRACTOR SHALL ANALYZE EXISTING SOILS LOCATED IN PROXIMITY TO PROPOSED PLANT MATERIAL AND BE RESPONSIBLE TO AMEND THE SOIL TO OBTAIN ESSENTIAL REQUIREMENTS NECESSARY FOR THE ESTABLISHMENT AND GROWTH OF PLANT LIFE. ALSO THE CONTRACTOR SHALL EXCAVATE A MINIMUM OF 6-I8 INCHES BELOW EXISTING GRADE, SO AS TO REMOVE ALL NON -INDIGENOUS ASPHALT, CONCRETE A, I MEROCK BASE. FERTILIZATION NOTES SHRUBS AND TREES: ALL TREES AND SHRUBS SHALL BE FERTILIZED WITH'AGRIFORM" 20-15-5 PLANING TABLETS AT TIME OF INSTALLATION AND PRIOR TO COMPLETION OF PIT BACKFIWNG. TABLETS SHALL BE PLACED UNIFORMLY AROUND THE ROOT MASS AT A DEPTH THAT IS BETWEEN THE MIDDLE AND BOTTOM OF THE ROOT MASS. APPLICATION RATE: 1 GALLON CAN: 1- 21 GRAMTABLET 3 GALLON CAN: 2: 21 GRAM TABLETS 5 GALLON CAN: 3 - 21 GRAM TABLETS 7 GALLON CAN: 4 - 21 GRAM TABLETS TREES: PALMS: 3 - 21 GRAM TABLETS EACH 1/2' OF CALIPER 7 - 21 GRAM TABLETS GROUNDCOVERAREAS: ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION WITH'OZMOWTe TIME RELEASE FERTILIZER AS PER MANUFACTURER'S SPECIFICATIONS. G MULCH OF LA PNT BED NOTE: USE TRENCH 3" 4" DETAIL ON ALL SHRUB BEDS NEXT TO r" GRASSED AREAS. TRENCH EDGING DETAIL TREE PROTECTION NOTES 1. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, DO NOT PLACE SOIL DEPOSITS, DEBRIS SOLVENTS, MACHINERY CONSTRUCTION MATERIAL OF ANY KIND WITHIN THE DRIP ZINE OF A TREE TO REMAIN. Z. BEFORE CONSTRUCTPON STARTS ALL PROTECFED TREES SHALL BE PRUNED AS FOLLOWS UNLESS OTHERWISE DIRECTED BY THE OWNER OR HIS REPRESENTATIVE: REMOVE ANY DEAD OR DISEASED TRUNKS OR BRANCHES, AND REMOVE WEAK OR CROSSED BRANCHES. ALL OM3 SHALL BE MADE SUFFICIENTLY CLOSE TO THE TRUNK OR PARENT LIMB, WITHOUT CUTTING INTO THE BRANCH COLLAR OR LEAVING A PROTRUDING SIVE, SO THAT CLOSURE CAN READILY START. ALLTNM MING SHALL BEDONEACCO BY WIIHANSIPIED EE A -30D UNI PRUNING SMALL. BE IN ACCORDANCE WITH ANSI A -30B PRUNING STANDARDS. 3. ALL ROM TO BE REMOVED DURING THE SIE CLEARING SMALL BE SEVERED CLEAN AT THE PERIMETER OF ME DESIGNATED PROTECTED RADIUS. A 3' LATER OF MULCH SHALL BE IMMEDIATELY APPLIED OVER THE SURFACE OF EXPOSED ROOM OF PROTECTED TREES. ASOILAUGER WILL BE USED TO BORE UNDER ROOT SYSTEMS UTILITIES ARE TO BE INSTALLED WITHIN MY OFA PROTECTED TREE. ROOT PRUNING NOTE: WHEN THE CRITICAL ROOT ZONE WILL BE DISTURBED, AFFECTED ROOTS MUST BE SEVERED BY CLEAN PRUNING CUTS AT THE POINT WHERE CONSTRUCTION IMPACTS THE ROOTS. ROOTS CAN BE PRUNED BY UTILIZING TRENCHING EQUIPMENT DESIGNED FOR THIS PURPOSE OR BY HAND DIGGING A TRENCH AND PRUNING ROOTS WITH A PRUNING SAW, CHAIN SAW OR OTHER EQUIPMENT DESIGNED MR MEE PRUNING. ROOTS LOCATED WITHIN A CRITICAL ROOT ZONE THAT WILL BE IMPACTED BY CONSTRUCTION MUST BE PRUNED TO A DEPTH OF 18 INCHES BELOW THE EXISTING GRADE OR TO THE DEPTH OF DISTURBANCE IF LESS THAN 18 INCHES FROM TIE EXISTING GRADE. WHEN UNDERGROUND MLItt LINES ARE TO BE INSTALLED WITHIN THE CRITICAL ROOT ZONE, THE ROOT PRUNING REQUIREMENTS MAY BE WANED IFTHE LINES PRE INSTALLED VIA TUNNELING OR DIRECTIONAL BORING AS OPPOSED TO OPEN TRENCHING. A LICENSED CERTIFIED ARBORIST SHALL PROVIDE PRUNING. - CRITICAL ROOT ZONE(CRZ) ((( J TE DRIPLINE ION PENCE AT CRZ CHAIN LINK FENCE. 6 AAOIUE=IFWTffA1XCH oFTRunK olnxEHEa MAXIMUM MAXIMUM DRIMUNE (VARIES) (LIMITS OF CRITICAL ROOT ZONE) RADIUS 1 FOOT PER INCH OF TRUNK DWMETER NOTES 1. NO TRUCKS OR HEAVY EQUIPMENT ONLY ORSALLOWEDREPO WITHIN BARRIERS, SHALL LABOR WITHIN 3. NOCONSTRUCTIONARE TO IMATERW RI SOILSNYCONSTOR SOLVENTS SHALL WITH -IN ALLOWED ARM. BARRIERS. 3. BARRIERS ARE TO IN PL ACEPRIOR1Y1ANYCONVING,CONSTRUCTION, N TRINITIES NDEATREE ARM. 4, BARRIERS ARE TO STATIN PLACE UNTIL ALL PAVING, BREAST T HEIGHT AND HEAR EQUIPMENT IS REMOVED FROM THE AREA. 5. CRITICAL ROOT ZONE: 1 INCH OF TREE AT DIAME(E0. BREAST HEIGHT (DEH) IS EQUAL TO 1 FOOT OF CRITICAL ROOT ZONE (RITZ). M. 30 INCH DEN = 30 FOOTCR2 n TAEE PNOTECTION FENCE • CHAIN LINK NOTES: 1. ALL W000 SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. 2. CROSS TIES SHALL NOT CROSSOVER WOODY ROOTS. 3. REMOVE ALL STRING NOR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, NOR STRINGS USED TO LIFT THE ROOTBALL S. REMOVE ALL BURLAP NOR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF RDOTRALL TO BE SET 2' ABOVE FINISH SURROUNDING FINISH GRADE. J. __M Z O TABLETS MUST BE SLOW RELEASE. B. STAKES TO BE REMOVED AFTER ONE GROWING SEASON 2-25°DRYWALL SCREWS I 2"X2°X4' CROSS MEMBER 2"X2"X4' CROSS MEMBER I TREE PLANTING DETAIL Li ei x.rs. DETAILS DEPTH O LOOSENED PLACE 2°X2"X4' STAKE W/ LONG TAPER MIN. is- INT) UNDISTURBED SOIL e8H088 YOUDia pNOSCq.` 0 e� 4�A -y MY%WtlfYOWIM.OIm •� ue3emn - Y�/LILY (ORI TBE 360 Pak Plam BW., S"fW 300, Clmaft, FlwWa, 33759 ANDREW HILL, R.L.A. WMw.G,tlnoHDe.Wm-7n.531.35p6 FL LICENSE NO. LA666TOT3 cerHMraHe mNMomeHbn No.30a3 DATE: 0.0414 L30F4 4 -N3 �C IRRIGATION NOTES 1. IF REQUIRED, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE NECESSARY 'RIGHT OF WAV" USE PERMITS. 2. THEMAINLINE ISTD BE INSTALLED WITHA MINIMUM OF 24" DEPTH OF COVER. ALL LATERAL LINES ARE TO BE INSTALLED WITH A MINIMUM OF 12" DEPTH OF COVER. 3. THE IRRIGATION DISTRIBUTION MAINLINE SHALL BE INSTALLED PER THE CITY OF SEBASTIAN WATER STANDARDS. 4. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL SLEEVMG FOR THE PROJECT. ALL SLEEVES ARE TO BE PVC SCH 40 AND TWO (2) NOMINAL SIZES LARGER THAN THE PIPE TO BE SLEEVED. FOR EXAMPIE: THE SIEEVE FOR A 2" PIPE SHALL BE 3". NO IRRIGATION SLEEVE SHALL BE SMALLER THAN 2". B. WHEREVER PRACTICAL, INSTALL VALVES IN MULCHED BEDS AND/OR OUT OF HIGH TRAFFIC AREAS. ALL VALVES, FLUSH VALVES AND WIRE EPLTCES SHALL BE INSTALLED IN RAIN BIRD WIDE PIANGED, STRUCTURAL FOAM "PLASTIC' VALVES BOXES WITH LIDS AS FOLLOWS: REMOTE CONTROL VALVES SVB-STD, 12"STD. RECT. BOX ISOLATION GATE VALVES pV&lORND, 10' ROUND BOX WIRE SPLICES iVD-JORND, 10' ROUND BOX DRIP ZONE VALVE/FILTER ASSY IVB -SPR, SUPER JUMBO RECT. BOX 6. ALL POP-UP SPRINKLER HEADS SHALL BE INSTALLED LEVEL AND FWSH TO GRADE. 7. LOCATION OF ALL SPRINKLER HEADS SHALL BE SITE ADJUSTED TO MINIMIZE WATER OVERTHROW ONTO BUILDING SURFACES AND WAUKWAYS. THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING. USE LOW TRAJECTORY NOZZLES WHENEVER POSSIBLE. 8. INSTALL DRIP TUBING AT GRADE AND COVER WITH MUCH. TYPICAL SPACING FOR DRIP TUBING IS 18' TO 24' ON CENTER. SPACING TO BE DETERMINED BY SOIL TYPE. ANCHOR TUBING EVERY T' WITH S' LONG WIRE TUBING STAKES.INSTALL FWSH VALVE ASSEMBIIES AT ALL TUBING "DEAD ENDS". 9. EXACT CONTROLLER LOCA11ON(5) SHALL Be COORDINATED WITH AN OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. UNLESS OTHERWISE STATED, THE GENERAL CONHRACTORSHALL PROVIDE 110 VOLT PoWERTO THE CONTROLLER LOCATION(5).THEIRRIGATIONCONTRACTORM RESPONSIBLEFORTHE CONNECTION FROM THE POWER SOURCE TO THE CONTROLLER(5). 10. AT EACH IRRIGATION CONTROLLER, INSTALL A'SECONDARY SURGE ARRESTER" TO THE INCOMING (120 VOLT) POWER SUPPLY (INTERMATIC AAG2401 OR EQUAL). 11. AT EACH IRRIGATION CONTROLLER, INSTALL AN "EARTH GROUND GRID' WITH A MINIMUM OF TWO (2) 4" X 96' GROUNDING PIATES. TEST THE RESISTANCE TO EARTH PER NFPA STANDARD 1780. A ACCEPTABLE EARTH] GROUND SHOULD HAVE 1D OHMS OR LESS REBISTANCf. USE MORE PLATES OR GROUNDING RODS AS NEEDED TO ACHIEVE THE DESIRED RESISTANCE READING. 12. THE WIRELESS RAIN SHUTOFF DEVICE SHALL BE INSTALLED TO MEET LOCAL CODES PND/OR MINIMUM MANUFACTURER'S RECOMMENDATIONS. OBSTRUCTIONS, VANDALISM AND EASE OF SERVICE SHALL BE CONSIDERED IN LOCATING THE DEVICE. DO NOT LOCATE IN AN AREA SHELTERED FROM RAIN. 13. THE IRRIGATION CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON REPRODUCIBLE PAPER DETAILING THE ACTUAL INSTALLATION OF THE IRRIGATION SYSTEM. THE AS -BUILT DRAWINGS SHALL LOCATE ALL MAIN LINE PIPING, CONTROL WIRES, WIRE SPLICES, SLEEVES AND VALVES BY SHOWING EXACT MEASUREMENTS FROM PERMANENT FEATURES (BUILDINGS, EDGE OF PAVEMENT, POWER POLES, FIRE HY)RANTS, ETC.). INCLUDE DEPTH OF COVER ON MAINLINE AND SLEEVES. FINAL APPROVAL WILL NOT BE GIVEN WITHOUT A SUBMITTED AND APPROVED AS -BUILT. 14. ANY OTHER EQUIPMENT REQUIRED THAT IS NOT OTHER WISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE IN ORDER TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. 15. ALL IRRIGATION SYSTEMS SHALL BE OPERATED AND MAINTAINED IN ACCORDANCE TO THE CRY OF SEBASTIAN STANDARDS. PRERSURE-COMPENSATING EMTIIERON TUBING: PAIN BI" BLACK STRIPE TUBING STAKE TUBING EVERY 3' L.F. PLANT MATERIAL 114" DLA. DISTRIBUTION TUBING TO PLANT ROOTOALL, BELOW GRAVEL - ON GRADE 1/2" DN. BLACK STRIPE TUBING 1/2 -INCH COMPRESSION EMITTER (SEE EMITTER SIZING SCHEDULE & IRRIGATION NOTES MR EMITTER SIZE & QTY NOTE: LOCATE OUTLET OF 1/4' DISTRIBUTION TUBING ADJACENT TO ROOT BALL BELOW GRAVEL. 11 BLACK STRIPE TUBING w PVC SCH 80 90 TXT ELL PVC SCH 80 TOE NIPPLE PVC SCH BO MALE ADP. 1' REMOTE CONTROL VA VALVE I.D. FINISH GRADE- V 200 MESH PRESS. REG. FILTER SIO. RECT. VALVE BOX — 3- GRAVEL SUMP W/ LANDSCAPE FABRIC PVC SCH 80 NIPPLE PVC MAIN LINE SCH. 40 PVC FI ZONE 4" MULCH LAYER IUMSO VALVE BOX 1/2' TEE IRRIGATION SLEEVING NOTES: TUBING G W' gNY9lgpWt ID" PVC SLEEVE -� 1. Unless otherwise balmier, all sleeves are to be PVC MECH. JOINT Sch 40 and two (2) nominal sizes larger than due MARK BACK pipe to be sleeved. Forexample:TheEhxwe Mra2" FINISH Plpe shall be 3". No Irrigation sleeve shall be smaller GRADE Nan 2". 3/4" SCH 80 PVC r� NIPPLE PVC TRE SxT)� depth of rover. PVC SUB MAIN 3. All sleeves W extend a minimum of 24" beyond the NOTE: PROVIDE edge of Pavement (when possible). 12" MIN, SPACE 4. Identl y all sleeves localisms by staking the Sleeve BETWEEN ALL ends with calor wded BLUE rater and / or marking DRIPLINES the back of mrb (Dr pavemmt)... coorinafe with ANYW ANY WALL General Commemor for Preferred method. STRUCTURES ... . PVC - DRIP CONNECTION PAVEMENT u xss rAaWI PVC SCH 8D 90 TXT ELL PVC SCT 80 TOE NIPPLE PJC SCH 80 MALE ADP. 1.5' REMOTE CONTROL' FINISH GRAD (2)1. 200 MESH PRESS. REG. STD. RECT. VALVE BOX- 3- GRAVEL OX3"GRAVEL SUMP — W/ LANDSCAPE FABRIC PJC SCH 80 NIPPLE — PVC MAIN SCE. 40 P BUBBLER (2 Per tree) 1/2" MALE ADAPTER LATERAL FLEX PIPE STAKE END OF IUMSO VALVE BOX SIEEVE IRRIGATION SLEEVING NOTES: FINISH GRAD W' gNY9lgpWt ID" PVC SLEEVE -� 1. Unless otherwise balmier, all sleeves are to be PVC MECH. JOINT Sch 40 and two (2) nominal sizes larger than due MARK BACK pipe to be sleeved. Forexample:TheEhxwe Mra2" OF CURB Plpe shall be 3". No Irrigation sleeve shall be smaller 9 I PaATE VALVE DETAIL Nan 2". PAVEM [ ll 2. All sleeves are to be installed with a minimum a 24" - depth of rover. I -I q 3. All sleeves W extend a minimum of 24" beyond the 24=• edge of Pavement (when possible). SLEEVE 4. Identl y all sleeves localisms by staking the Sleeve ends with calor wded BLUE rater and / or marking the back of mrb (Dr pavemmt)... coorinafe with CAP END OF SLEEVES General Commemor for Preferred method. RIRRITION SLEEVING DETAIL u .6, a.°s PVC SCH 80 90 TXT PVC SCH 80 ME NI PVC SCH 80 MALE A REMOTE COMTROL ) CENTERED IN OPEN STD. RKi. VALVE B VI FINISH G0.A\II S VALVE I.D. TAG— WIRE CONNECTORS 3" GRAVEL SU W/ LANDSCAPE FAB PVC SCH 80 NIPPLE CONTROLWINI PVC MAIN LIN_ SCH. 40 PVC PETTING n REMOTE CONTROL VALVE u MTs EDP, CURB7LINE OR FINISI0.daBlPOP-UPSPSCH. 40 PJSCH. 40PVON LATERAFLEX PIPE 18" MIN. PROVIDE 12" MIN. SPACE BETWEEN ALL SPRINKLER HEADS AND ANY WALL OR STRUCTURE 7._IURF TSPRAY HEAD LA au, nss. 10" ROUND IUMSO VALVE BOX VALVE PIT bourbox Ph Anie. FINISH GRAD W' gNY9lgpWt ID" PVC SLEEVE -� MECH. JOINT O0 Q GALE VALVE PJC MAIN LINE O0 " O 3- GRAVEL SUMP 9 I PaATE VALVE DETAIL u e<e. Mea. PpMCgagO EDP, CURB, WALK OR FOP -UP GEAR ROTOR - SCH. 40 PJC STREET ELL PVC In FLEX PIPE 1R" MIN. BETWEEN ALL GLL OR STRUCTURE TURF ROTOR HEAD u , a.T.. TOP VIEW COPPER GUND PLATE (4" X" X .0625') YWG SOLID BARE PPER WIRE LECTRODE SPHERE OF INFLUENCE CONTROLLER ° / / a BOUNDARIES CONCRETE PAD! ---_� 16 AWG SOLID d BARE COPPER WIRE * DO NOT INSTALL ANY OTHER WIRES OR CABLE WITHIN THE SPHERE OF INFLUENCE SIDE VIEW /CONTROLLER CONCRETE PAD PVC SWEEP ELL (11/2"OR LARGER) EARTH CONTACT 6 AWG SOLID BARE MATERIAL COPPERWIRES - GROUND PLATE MIM. A. FROM CONT, MINIMUM ACCEPTABLE RESISTANEC TO GROUND IS 25 OHMS. USE ADDITIONAL GROUND P ES OR GROUND RODS AS NEEDED. 3 CONTROLLER GROUNDING IUMSO VALVE BOX STANDARD VALVE BOX bourbox Ph Anie. 1" FILTER O UTE CONTROL VA O0 Q 20 GPM MAX. wm1.�rrnu wTU,a anggae 40 GPM MAX. MDRIP ZONE VALVE - PLAN VIEW aexas PpMCgagO TOP VIEW COPPER GUND PLATE (4" X" X .0625') YWG SOLID BARE PPER WIRE LECTRODE SPHERE OF INFLUENCE CONTROLLER ° / / a BOUNDARIES CONCRETE PAD! ---_� 16 AWG SOLID d BARE COPPER WIRE * DO NOT INSTALL ANY OTHER WIRES OR CABLE WITHIN THE SPHERE OF INFLUENCE SIDE VIEW /CONTROLLER CONCRETE PAD PVC SWEEP ELL (11/2"OR LARGER) EARTH CONTACT 6 AWG SOLID BARE MATERIAL COPPERWIRES - GROUND PLATE MIM. A. FROM CONT, MINIMUM ACCEPTABLE RESISTANEC TO GROUND IS 25 OHMS. USE ADDITIONAL GROUND P ES OR GROUND RODS AS NEEDED. 3 CONTROLLER GROUNDING ID rr BUILT" TYPICAL M u.. a.... IRRIGATION DETAILS BSPO&8 YOD DIG 't pNO3Cgp aI`4i gawsall rWlne FL ORIS TBC 3W Park Piero BIM.. Suite 300, Gmwalm, FeWs, WAS ANDREW HILL, R.IA. wwwremrobts m-727.531.3505 FL LICENSE NO. LA607073 CerORpaooTAugmreals. No. 29x3 L4OF4 bourbox Ph Anie. BLDG wm1.�rrnu wTU,a anggae vuuEse aexas PpMCgagO 1'6 'AETY.9 rFfFPMEWasouserma���6-W - Ta mak wzuuorr®mTSIDEWALK .l r /� l\ JI I 1 1 PAVEMENT ( °� rAaWI v em sraouaoe.-f� _ mo I 1 mw e Freuass nv°m I T�mau mc'V� LIGN�OLE �- I 1 e.D.c.� Remaeex r ROADWAY ID rr BUILT" TYPICAL M u.. a.... IRRIGATION DETAILS BSPO&8 YOD DIG 't pNO3Cgp aI`4i gawsall rWlne FL ORIS TBC 3W Park Piero BIM.. Suite 300, Gmwalm, FeWs, WAS ANDREW HILL, R.IA. wwwremrobts m-727.531.3505 FL LICENSE NO. LA607073 CerORpaooTAugmreals. No. 29x3 L4OF4 CONST. N N FLOOR {'J @@,,� PLAIN 'L0W61� WALL TYPES - REFERTOSTRUCNML FOR MORE INFORMATION KICKER: S5WSM GA)METALSTID6 ® A'AOGMAx, - (2) SR'TMN f2 OCCUPANCY LOAD SELF TAPPING 111'E' L SCREWS LAYJ. ACOUSTICAL TLE HEADER WALL: CEILING IN PARTS SSm-HY A)MTL. AREA°A"RMt6O ENDS QL"OC. STORAGE 300 BF 8 MCH120CMVVSATDP 510'TYPE WGYP, MRAFTINSULATION BD. EACH SIDE TO (2)R FIRE ROOFGTRUCNRE TREATED ON PART AREA 'N' COMINUWO SIDE, TXI OFF BLOCKING FINISH FLOUR ON MATCHYI LFIWSH SHOWRWM SIDE. 106'1p rL RO.H OER n PLEADER WALL SECTION A� 60ALE. Im =1�O• REFER TO STRUCTURAL FOR MORE INFORMATION HNI --!A-1 OCCUPANCY LOAD CORNER 6'MR. STUOA (t0)®N' BEAD OC.W/(1)IAYEROFMB" TYPE 'X GYP. M. EA. SIDE 1Xd WOW TRIM(PAIM GRADEPINE)ATTACHEDTO PMTSMFA"A"(RETAIL) 3,2853.F. 303.F. fl0 tp .W METISFA)FRAMING`MTH STORAGE 300 BF 8 MCH120CMVVSATDP PMTSMEA"C" MRAFTINSULATION ORCHUMDR. D,He1.SS4SF 30056 OC. SET RUSH. PAINT OFFICEBRESTROOME R -1P VNFACED E%POSEOAURFACESTO MATCHYI LFIWSH PROVIDE MOISTURE RESLttAM GYP. BO. W ALL WETLOCATIONS. �lNALL / CEILING SECTION/ CEILING SECTION A9 S.A.: i-11T=1'lp 1. PROVIDE FIRE STOPPING AND FIRE SEALANT MATERIA -SAS REQUIRED ATALL WHO WALL CONSTRUCTION MATERIAL -TRANSITIONS AND PENETRATIONS, RATING TORE EQUAL TOWED WALL ASSEMBLY 2. PROVIQEDIAGONAL8ACRINGBRACING(WX18GA. FLAT STRIP) AT CORNER FACES OF FREESTANDING NATE; REFERTO 5T0.UCNFAL PARTIIONSYSTEMS. FOR OAUGEANO6PACING FOR 3. PROVIOEMOISNRERESISTANTTYPE"X'GYPSUMMO DINRESTRWMS. ALLEXTERIOR METPL SNGs 4. PROVIDE'J'MOLWNGREGLETSMMMMSFAOATALLOISSIMILAR WALLMATERMLIRANSMONS. N EX POSEDINSULATONSHALLHAVEAFLANESPREADRATINGOF0.25ANDASMOKEDEVELWMEMRATINGOF0450. CONCEALED NSULATIONSHALLHAVEAFfAME SPREAD RATING OF 0. AND A SMOKE DEVELOPMENT RATING OF 0450. 1 IZ METAL ZFURRGG 11( NEWZ{URGING CHANNELS ®26"00 IW TYPE'X'GYP BD. CHANNELS®24°O C. CONI STLIPS TO ROOF WITH 11?FOIL FACE offWITH I IT FOIL FACE roNT STUADSF FRAMINGACOYE POLYISOCYANURATE ill METAL Z -FURRING CHAN NELS V�26' FOLYISCCYANURATE TF NSULATION W. GH O C. WITH I IM EXTRUDED POLYSTYRENE INSULATION RAIN RB) 510"TYPE'X'GYP,Rp. EACH BETAMN G45)INSULATONBETWEEN BETWEEN 518"TYPER'GYP. BD SIDE TO ROOF DECK ON PMTS AREA""' TO fix6x 165PUT FACE 61N••NICHISOARV' SIDING. REFERTO 8%8%16SMOO7HFACE ON(1)SIBE T012' -V 1y.p OFF FINISH FLOOR CMU ELEVATIONS FOR MORE INFORMATION CMU OFF FINISH RODR. ONPARTBMEA "A°, 5A'TYPEM'GYP BD. TO a%e%185MOOTH FACECMU 5R"TYPE'X'GYP BO. TO 3515°VSGA)MTL 35M"12SGA)MIL BOTTOMOFRWFOELK BOTTOMOF ROOFOELK STUDS AT 24"0.0 SNWAT2FO.C, Mei M82 M83 S41 S42 . TO CONT.STUDSTO RWF CONT. SND6T00'9' CONT STUDS 8'E•AFF. FRAMING ABOVE AFF, TO I' AFF, S0•T'PE'%'GYP. NG,,PE'%'GYP. BD.EACH 8x8%16 M, EACH SIDE 91DE, TO ROOF DECK ON SPVT FACE CMV LS"TYPE'%'GYG PMTSMEAR•8C'. 3fi13 "DA).1 BD EACH SIDE 3&8.(23 GI) "T" TOIZ4FOFFHNN.FUCM STUDSAT26"OL, G•(25GA)MR STUWATN"OC. ON PMTS AREA'p". SPVTYPE'X' GYP. BO. ST UMAT26. Be 3 UT UNFACED &EG,ROW) 11YCMETALZTURRING 31MUNFACED tMO07�SMOUN�D MIL SNOB AT CHANNELS Qj24' O. C. WIN 110 BATT. SOUND 543 INSULATION a" 26"OC. a" FOIL FACE PCY`ISOCYANURATE INSULATION INGULATKINWHRB)BELVREN SBi GENERAL NOTES - A, REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMEMS. B. ALL DIMENSIONS TO ROUGH FACE OF ROUGH FRAMING BOND REFS OR CENTERLINE OF STRUCTURE, UNLESS OTHERLMSE NOTED 3 METAL SND INTERIOR PARTITION DWFN610NS NOT SHOWN FOR CIFRRY. DIMENSIONS FOR CMU WALLA SHOWN AS 6" NOMINAL p SiH') ACTUAL. L. REFER TO SHEET F1 FOR INTERIOR FINISH ROCKS REGENTS AND OWN ER FURNISHED AND INSTALLED FIXTURES AND EQUIPMENT KEY NOTES - ONOTUMD, O STEEL COLUMN: PALM CUSTOM GREEN' ' REFER TO FINISH SCHEWLE SHEET Ff. OFLOOR SAFE ONMER FURNISHED AND CONTRACTOR INATALIEO HIM TO BE VERIFIED BY ONNER, PROVIDE IIFX IB' BLOCK OUTS DO NOT INSTALL UMTL AFTER OFFICE GIFT', BD, YUVRK HAS BEEN COMPLETE. REFER TO STRUCTURAL SHEETS FOR LOCATION. OF REEX RNGUISHER: MOUNT dT ABOVE FINISHED FLUOR, O SHOWROOM CORNER: INSTALL PLY VgOD BACKING TO EACH FACE FROM B'-0" TO HOW AFF. FOR INSTALLATON OF SECURM MIRRORS. DRL351S°X(20GA.) MtL SNOB ® CJ, AS 6H` ` 19-X7116- (1) PIECE VEE-SHAPEDSLOT CONTROL JOINT @ BOM SIDES OF HEADER GYP. BOARD C.J.OARD C.J A9 scALE: 4112' a r.p ® ZK O' ELL'l "Dow y w Z Do aOfGa- p �1iN OU'mN wpm NNV H nnTE: "14 Al of 6 OCCUPANCY LOAD SUMMARY MARKROOM AREA AREAPER I OCCUPANTS OCCUPANDPETAREA 100 PMTSMFA"A"(RETAIL) 3,2853.F. 303.F. fl0 101 TSMFA 'MDS'. STORAGE 300 BF 8 PMTSMEA"C" 105 ORCHUMDR. D,He1.SS4SF 30056 OFFICEBRESTROOME TOTALBURDINGOLCUPANCYLWD t26 ® ZK O' ELL'l "Dow y w Z Do aOfGa- p �1iN OU'mN wpm NNV H nnTE: "14 Al of 6 T O. TRUSS ELEV in• -s T.O.MASONRY ELEv. tz3•a� T.O. MASONRY EII TOP OF STIXtEFRONT ELEV.111'6' TO ROO ELEV 124-1' '9-- SORRY ELEV.121'$ N3 ONRY 1217° BAN OM 1'S VENT PIPE A3 SCALE: NI !2j SCALE: 413 ROOFLOUVM PER ELEVATION NEY NOTES BY MGM ROOF MFl WISH SEALANT AT ENDS ROOF SYSTEM PER \LOUVER MFGR, REQUIREMENTS n ROOF VEmirmAmn A3 SCALE: N.T.S, EXTERIOR FINISH SCHEDULE TYPE: E I FS. REFER TO COLOR: ELEVATORS FOR TPE. SHERWIN WILLIAMS PANT - RUSTICATIONJOINT (1)COAT S -W PREPRITE BLOCK FILLER B25 W 25 MO LESS THAN S MILS) (4 COATS S -W CONFM XL SMOOTH JOINT DETAIL n !2j SCALE: 413 ROOFLOUVM PER ELEVATION NEY NOTES BY MGM ROOF MFl WISH SEALANT AT ENDS ROOF SYSTEM PER \LOUVER MFGR, REQUIREMENTS n ROOF VEmirmAmn A3 SCALE: N.T.S, EXTERIOR FINISH SCHEDULE TYPE: COMPANYTYPE: COLOR: SHERWIN WILLIAMS PANT (1)COAT S -W PREPRITE BLOCK FILLER B25 W 25 MO LESS THAN S MILS) (4 COATS S -W CONFM XL SMOOTH STANDARD CONCRETE Mp$ONRY ENSTOMERIC A5480(NO LESS THAN UNR 5.T MILS EACH COAT) (CMU) COLD LICATT E 6A SHERN WUHAER SHERWIN WILLILOC PAINT N iIN PER LOCAL SUPPLIER (1)COAT&WESS MMID FULL 'E LESS THAN 0 BCQURFACER ATALLFULL4 FpCEATALLCORNERS TF (2)COATS SW UITRACO VENT BIXIN E SMOOTH B18 (NO LESS THPN B DMAT COURSE: RUNNING MIUSEACHCOATORRHAPs TOTAD COLOR EQUAL TO SOFTER TAN SNI SEE SPECIMI ONE SECTION ONEW EAUA.RINSUTATON AND RNISH 3R.T- OUFSUITION PWS MD AUNTM IN FlEID PAIMSHE0.WIN WILUpM$ SYBTEM(EI.FSJ SANDMASTFlNISH SING EFCO DARK BRONZE STOREFRONT KAWNEER CLA661CMONZS (NO SVBBTRIRES) VISTA WALL BROWN BOLLARDS INFIELD FIELD PANT BRONZE TO MATCH 6TOREFRONTOOLOR EXTERIOR DOORS OWNER PRE -FINISHED TO MATCH BLOCK COLOR 04ERHISD000R OMER RELDPAINTSHERWANNILLNMS °SOFTER TAN° GAN41 FACTORYPRIMEDSHEETMETAL RELDPAINTSXM AIM MALLAS CPP FIABHING FRAUD 'SOFTE¢TAN°BN6141 GSLVALUME(COMPACTOR TO PROVIDE STANDING MM METAL ROOF BERRIDGEOR ACOLORSAMPLETOOWNERFOR APPROVED EQUAL APPROVAL PRIOR TOCROERING PRQOUCT) NICHIMMUCTS NICHIHA STYLE: CE. NICXIBOFROSERIES° WALL SYSTEM SIZE: B-1N°WIOM FIBERCQJEMVENEER PAINT COLOR S''N=ATTE' GENERAL NOTES: A. MUM TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO MECHANICAL/ ELECTRICAL PIAN FOR SYSTEM TYPES AND LOCATIONS. C. REFER TO SIZE DEVELOPMENT PLANS FOR ADUITIONAL REQUIREMENTS, KEY NOTES: O1 EXTERIOR INSULATION AND FINIS H SYSTEM(EI F$): REFER TO EXTERIOR FINISH SON MULE O MASONRY WALL CONSTRUCTION: REFER TO EXTERIOR FINISH GCMEDVLEAND WpLLSECTIONS . 'NICK BOARD SERIES' FIBER CEMENT SYSTEM BY NICHIM WILL SYSTEMS CGI 426 21 (OR EQUAL) ANCHORED PER MFGR REQUIREMENTS. PANELS TO BE FACTOW MIMED, FIELD PLANT PER MFGRREQUIREMENTS. REFER TO RATER' ORFINISHSCHEODLE OFACTORY PRIMED METAL CAP FLA6MNG: FIELD PAINT SHERWIN WILUAMS°SOFTERTAN°SN8141. OS PPE{TNISHEOSTANDINGSEAMROOFBYBERRIOGE REFER TO ESHERIOR FINISH SCHEOULEAND SECTIONS FOR ADDITIONAL INFORMATION. © PRE -FINISHED GUTTER AND DOWNSPOUTS COLORS SHALL MATCH FASCIA FLASHING, REFER TO SHEETM FOR ADOTHONAL INFORMATION. OGA-VAWME FASCIA FLAMING (CONTRACTOR TO PROVIDE A COLOR SAMPLE TO OMER FOR APPROVAL PRIOR TO ORDERING PRODUCT) O EIFSRANOINO: DRWR- OUTSALUION PLUS MO WATH SANDBIAST FINISH. FIELD PAINT SHERWIN WILLIAMS °SOFTER TAN' SAGM1, REFER TO SHEET A4 FOR MORE I NFORMATION. O9 SIGN: APPROXIMATE OU LINE OF SIGN_ PRONOE BLOCKING AS REQUIRED FOR M W MING OF SIGN, COORDINATE NTH SIGN COMPANY FOR EXACT SIGN PLACEMENT. OWNER FURNISHED ANO INSTALLED LOGO. REFERTO SIGN PACKET IN FORMATION FOR FURTHER DETAIL 10 ADDRESS NUMBERS: S' VINYL BY CONTRACTOR. COLOR TO BE WMTE. 11 ROJFVENIILATOR. EQUAL TO ROOF LOUVER 4135 BY LOMANCO WITH 14450, IN. NET FREEANFA -COLOR TO BE CLEARANODNEO. REFERTOOETAIL T/A3 12 DOOR AND FRAME (REFER TO DOOR SCHEDUIE.) 13 STOREFRONT: 'REFER TO FLOOR PIAN FOR WINUOW TYPEBL i4 IMEOFFOUNDATION: (REFER TO FWNGNPON PIAN) 15 STEEL BOLLARDS: (UTYPICN-ATSTORURWFIELOPAINT-91IMLLYGREEN". (RUU W FOUNDATION PIAN). 10 HOSE BIB: (REFER TO PLUMBING PLAN tT LIGHTFIXTURE (REFER TO ELECTRICAL PLAN, iB FACTORY PRIMBED UG CORNER BOARD SUPPLIED BY NICHIHA FIELD PAINT SHERWIN WTLUPMS SOFTER TAM SAP" 1, 16 HVAC UNIT: APPROXIMATE LOCATION (REFER TO MECH4NICAL PLAN FOR EXACT LOCATION), 20 MECHANICAL WAPLPEHETRAUQNS: PROVIDE FRAMING, FLASHING. AND SEALAWAS REQUIRED. (REFER TO M.E.P. SHEETS). 21 ROOF PIPING VENT REFER TO DETAIL APS. O LONCRETESPIAMBLOCK INSTALLATFACHOOWNSPOUT O RIDGE VENT: EQUALTO 11' HIPMASTER BY MIOAMERICA BUILDING COMPONENT& COVERED BYROOF MANUFACTURER STANDARD HIP FLASHING, ® RUSTICATION JOINT, REFERTODETAILVA3. O ROOF MEMBRANE-EPOMROOFMEMMANE: REFER TO M FOA DETAILS. 26 8TALL SPLIT -FACE BLOCK ENCLOSURE AND WOOD GATE: F'-0° IELD PAW SHERVAN WILWMS SOFTER TAN" SASUH. REFER TO DETAI HC3ANDSTRVCTURAL pO MASONRYCCNTROL/EXPANSICNJOINT (MATCH MASONRY) PROVIDE SEALANT OVER R`'DIAMETER FOAM BACKER ROO. REFER TO STRUCTURAL DRAWINGS. 20 LINE OF ROOF: GASHED UNE INDICATES LINE OF ROOF BEYOND WITH SLOPE OF312. N I r MY MILES MW G.ROUHDAiIERER, -- ////�{'FPOO�"US ECOMACr LMEN To LEVE NUT AND / � 3-g3 NES DCEAT TOP s55PM) BOLTS MVSI BE USED .I F�FINISHM GRADE IS TIES AT IP O.C. /6 GROUND, T_jfj f 11T�, IBU-AS BARS REST. U ` J/RD . 1O GRDUNDRDD CONCRETE POLE BASE DETAIL NTS. SU1 UEIECTABIE INSTIL WMNN6 FlNISHED GRAVE TAPE (SPEC 26 05 53). STATE OF FLORIDA LIMITATION k�_I_tl_,I I -lCFI„ L CONTRACTOR TO BROCADE DUE AAA%AP' .11 MEMINIMUM I HEREBY CERIILT MAT T"6£ ENGINEERING DOCUMENTS WERE PREPARED BYME ED DIRECT PERSONAL. SUPERVISOR REDEEM. DEEM W/ CONTACT (41]) 8)4-]268. LOCAL MIDI SELECTED NVOKELL CLEAN - _ GRAVEL UNDER PAVEMENT. PPF 1/2' LIMESTONE GRAVEL PIPE INSTALETAIL LATION D HIS GP END OF CONOVN AT PROPERTY WE BELOW FINISHED GRACE A'D INSTALL CRL£ MARKER CAMS 24' MINI 101 FIECTR, n 48. N. FOR PRIMARY ElECI . BE... D RACKFRL - CLEAN UNDER PAVEMENT. MIN, J 2- MIN BETWEEN LTAI ' MIN R' MIN. BETWEEN CONDUITS UNDERGROUND ELECTRICAL CONDUITS n MT S. N$E: WU.I WATER AND SANDARY SEWER PIPES ME WITHIN TEN 00) FEE OF GCH OTHER, ME BOTTOM OF THE WATER PPE SMALL BE INSTALLED A MINIMUM of ONE (1) FOOT ABOVE THE WE OF ME SWITMY SEWER PIPE, BEfEEM1 RUSTIC WM"IHG FINISHED GRADE iP➢E (SPEC 28 05 SJ) `WATER PRE 1/E' LIMESTONE GRAVEL m SEWER FPE WATER/SEWER SEPARATION DETAIL n HE Es l ANCHOR HEX NUT - PLAIN WASHER BASE PLATE CROW FlNISH GRADE IS SFr ANO PLUMBETF-� PLN WASHER AN 3fi' F 1554) WHO £1554 NIX Or Nur — srE1. 1 FOUNDATION LEVEL - ENCHE WINO a - ExcFEUS IN GRADE F1% BE. MUST ANCHOR BOLT DETAIL BASE DIAGRAi L E. D. LIGM FlINDPE AS SPECIFlED, OLE L.E.D. LIGHT MOUNTING DETAIL TS. W GENERAL NOTE: PRIOR TO IN"i"LLATGN, GENERAL COMPACTOR SWVL CONFIRM THAT LIGHT POLES, EAR IVIG AND TARRIES CO NOT CONFLICT WITH SIGN LOGONON SHOWN. IF ANY POTET4R4 CONDUCT IS DISCOVERED, GENERAL CONIMCrOR SHALL CONDUCT TIE O'REGLY PRW EM GE STRATOR BEFORE PROCFIDINO. VENSTAR KEYNOTE O1 NA VE"STAR SURVEYOR / DOMING CONTROL PANEL SFE SHEET BEI & MENSdR SCOPE OF WONT (SOW) T S MLN I �NSORD,&W AUDIYHl£ II!/ MLLIE BS— i (pREE MLWNMLN ;EARAMIGS tVICE Ipy :rplC SERVICE `M 15' CP IRWSFOPMED SON=1 91 LINO THEIR STORE Q BU4NE55 51tpMx I» 4X18 qt Bp v� 199.79' (M. ce _ a' C-- Ctl f I PUT ]WHOSE GENERAL 1 ISTR 8' Q {1`IV `OT I r WITH OWNI PVC I OGT Lq.Fil Y� I LIGE —UGE a ^V / g ■ TOR COORITTIN WHET ELECTRIC COMPANY FINALDESIGN 8Y FP&L I ■ YTPAETOR TO OVE TOP 1 Vl I T ■ lG (I' -O] ABOVE COP OF , / 5- G, w AND ZIP TIE 4'-O' ,� a SS SST TO ME LL BASE IL CDMRACLOR WILL MACE V� ELECTRICAL LONHECIIONS a m E POLE AGN 05CONNECi ,I, 2.L Z MP-R8.3o "S.ED ,RVA DED BY SIR M fi CONTRACTOR I ■ II 1 •�I 4°� I ■I IIS� ■ 1 V VALIEWUME MNN - I ■ OG II ' t ■ PuIN TROY _ —WS— WATER SERVICE P.OG = POINT OF O TELEPHONE SERVICE REQUIREMENTS STATE OF FLORIDA LIMITATION SPEB" NOTE: L CONTRACTOR TO BROCADE DUE AAA%AP' COMFACTOP$ i0 $CXEDULE INSFALUNON OF JIG TEEEPHONE STORAGE CONDOR WITH OWNER. I HEREBY CERIILT MAT T"6£ ENGINEERING DOCUMENTS WERE PREPARED BYME ED DIRECT PERSONAL. SUPERVISOR ; \\\\IMALIE GO 2y CONTACT (41]) 8)4-]268. UNDER MY AND WKWI NM A OF, LICENSED PROFESSIONAL ENGINEER UNDER IDE DWS OF THE STATE OF EBRIM `NR p0 ♦ y""04 i 2' FVC SCHEDULE 4o CONDUR WHO RIGID CALVAN2LD STEEL LONG SWEEP FLUOR o IB -2+ DEPTH FOR PHONE SERVICE. PROVIDE MINIMUM 1/4' POLYPROPYLENE PULL ME PALE pp � =p CONDOR A MINIMUM OF 12- FROM U/G ELECTRIC CONMN IN SAME TRENCH. ZI J/ E® BORE GP END OF CONOVN AT PROPERTY WE BELOW FINISHED GRACE A'D INSTALL CRL£ MARKER CAMS NORMAN E. BOTH (DATE) Z %,' NT•bTEOF (OP\O�` FOR PRONE COMPANY, IF NECESSARY. OT"ERMSE CONBNUE PHONE S£IMCE TO A MILE AND INSTALL RIGID GALVANIZED STEEL LICENSE RENEWAL DATE IS FEBRUARY 28, 2015 AiiACM %_:1 CODULD A MINIMUM W. (It) MOVE FINISHED CHASE ATEACHEO TO POLE UTILITIES CONTACTS: / AAFIIIDI DECIRIC: FLORIDA POWER & UGM, PATRICIA DWRDINEW 772-489-8254 PAGES OR STEM COVERED BY TIE SELL: SUI, P1, M1, M2. EI. E2, TELEPHONE: AT&T. KIRK WALKER T]2-460-4455 CONTRACTOR $RNC COORDINATE INSTALLATION AND ROUND REOUTUDETS WD" PHONE F}, VON, MSS AND M53. DOA, LOCATION COMPANY, PLUSINCLUDE ALL FEES (IF ANY) BY PHONE COMPANY FOR INSTALLMS, OF NO LEGS THAN To IN CenIF IN MENTIONED CONDUR, TO CONTRACTOR INSTALLED 4' % 6' X �' FIRE RETARDING BACKBOARD (IF PLYNOOD. PAW BOARD W/HRE REMANDING PNM) WITHIN ME AMOK -STATED EDWWRDS ARE WILD AND NITOEND C Do'IF EACH RUINING. COWRACTOR N PROVIDE /8 AWG CU. GROUND TO TELEPHONE MURM U LOC. FROM ELECT ICL GROUNDING ELEGIRSSE STATED.TGAE EVNNEBTMNS AND INSIDE PHONE COPIED $NEER HEMS ME STATE, SIGNATURE. AND MW AFTMED TO ME ORIGINAL SNARING BY THE ENGNEER. WRING BY OWNER. ME AMpMXIP AND COPYRIGHT OF THE MOVE STATED DRAWINGS AND ONLY IE UNDERGROUND PMVVF SWVQE 15 NOT NO, COMPTUNUED MODITU $PECIFlGTONS REMAIN WR" SMHX-GDM fNGBJEERS INC. W CACTUSES HEOTHERS ARE AUTHORIZED EY ME AN INSTRUMENT OF SHMCE ANARE INTENDED FOR USE ON ME INDICATED PROJECT ONLY. THU SIWL NOT BE REPRODUCED OR MEET FOR MM OTHER WORK WUHdR ME WRITTEN PERMISSION OF ME ENGINEER. IINFBR SHOWN WIDNM$ 1 TRANSFORMEDEXISTING CONDITIONS NOTES 1. ME CONTRACTOR 15 OBLIGATED TO INSPECT FOR EXISTING CONORIONS/I)STALUTONS AND AVNVRLE r INFORLNTION PRIOR TO SUBMITTING A BIO, ESTER To SPESSFACANONS ALSO, SOP"J 2. EXISTING INSTALUNGIS (SUCH AS WATER M OR NE$ GAS AWNS/LINE$ SEWER LWNS/UNES, TELEPHONE LINES, POWER LINES, AND MIUTY STRUCTURES -ME VICINITY OF ME WORK TO BE DONE) PRE INOIGTFO ON ME DRAWINGS ONLY TO ME E%TENT TUT SUCH INFORMATION HAS BEEN MADE AVAIABLE TO OR DISCOVERED So ME ENGINEER IN PREPARING THE UMMNGS, THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION. AND WE RESPONSIBILITY FOR THE ACCURACY .0 R COMPLETENESS THEREOF IS IXPR65LY DISCLAIMED. L"STAMMI 3. ME CONTRACTOR SHALL NE SOLELY RESPONSIBLE FOR LOPATNALL EXISTING AEXISTING INSTAUTIONG 4. ANY 0 LAN. AODITONAL WORK, FEES OR E%IRA COST TO ME CONTRACTOR CAUSED BY OR RESULTING FROM �-_. ONMGE TO OR MODIFlCATgN OF FASTING INSTALLATIONS BY ME CONTRACTOR OR AFFECTED VNLUY CZOM y T ■ 5IAN_ ELLANE�S f _ SMALL NUT CONSTITUTE A CW M FOR URA WORK. UN DUIONAL PAYMENT OR DAMAGES, 5. E%1RASWILLBEPA10DUEipVNWRCIPATED IXITNC CONDITIONS/INSTALIAiIONS. ME S WLLCBE SHALL HELD VERIFY NL E UV W OLNSTRUGNON PRIOR TO SVBMUIING NIS BIO. NOka�v 1 I CONTRACTOR CAUTIONIII MP_24 VERIFY SEWER LINE ELEVATION E�R:IA-� �« ■ I BEFORE STARTING ANY BUILDING PAD GOADING AND PLUMBING WORK, THE CONTRACTOR SHALL HELD VERIFY LOCATION, MATERW-, CONDITION, ACCESSIBILM (INCLUDING STATE HIGHWAY OR OTHER RIGHTS-OF-WAY) AND WORKABLE FLOW LIN ELEVATION OF INE E%ISTNG SANITARY SEWER SERVICE LINE OR MAN, )RASH' I PLUMBING COWRACFDR SHAUL - PAD INSTALL NEW GRINDER PUMP, SEE CML SHEETS FOO GRINDER PUMP IF A WORNABLE FLOP/ LINE HAS NOT BEEN ESTAEUSHED AT THE TIME OF FINAL SANITARY SEWER SERVICE CONNECNON, MEN ME CONTRACTOR SMALL BE INSTALDTON RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH ME INSTALLATION OF A NEW ULE INSIKUTON REQUIREMENTSSPECIFICATION, REQUIREMENTS AND LOCATED, GRINDER PUMP SYSTEM REDAL TO "EIMRONMEW ONE' JDHW1-]4 ]4-]2BB. SEE 1 ❑ ■ PRONE 518-346-6161 TO MEET OWNER AMD LOCAL REQUIREMENTS, 1 I g MEIEP DOOR wR HOK KLVUKLM > $DI I I I'� I FLOYNNE ElATON= 1. p 1 A 1 (ASSVMF.D) � io O'Reilly Auto Parts - 9I'AX7PLP SRL 56 FT.=],W ■ ,Z,R VA_IOW:TL10(F,FE 0.Y Y I 9UCOEEOINGSHEETS roBE ,ROM $VI BONUSBEE■ Wim— • •LP -1V,w1 -,INV 1JS�V�� BIT it IRON Wa-50'25"E 361 35 MPH 9Q' P. /w VjR_— — EASTBOUND LANES) s49'21'o4V(M) USS N BLVDIC.R' 512 --X107'00—"R �SEBASTIAN G37.59' A=37.59 PON �N 2CMf0 L-512 S ELECTRICAL PLAN 1-= 20w° STOP -CALL BEFORE YOU DIG! 811 Normon E. Goth FL Li,, # 57809 CA Lic # 27905 z Q m d N n TTTTTTTT� O 7 •we+ WHIN W Z MM kms= i{� awNo n O00. � y�� dr LVma 1 DATE: 08.0614 z CONST. IN sA�y�\1\IT ®-O//THW� 6N C I N E 6R S! In C. YUSJdlnw:: MMTWWR:'RDAK 1M W .W F. WLnM SLI of 1 —WS— WATER SERVICE P.OG = POINT OF —UGE— LINO LORD EL£CIMC CONHEGIION BETWEEN —VCT— UNOFR&..D PHONE SDE BIRTHS (SPEC L CONTRACTOR TO BROCADE DUE _SWC YN ITARY SEWER 02]00) M'0 WILDING CONTROL CIRCUITS MR SEWAGE —DHE— OKRNEPD ELECTRIC PWDO (SPEC 21 13 13. 'UMP & CONTROL PANEL SEE CML —OM— OKRMEPD PRONE 22 W W) 0.5 )R GRINDER PUMP SPECIFICATION AND LN REQUIREMENTS. SEE E2 SHEET. —C,—GAS SERVICE NEDEDyNY. - (NT GAS DO') SPED 21 11 13 ® SAW CN DENOTES HANDSCME IRRIGATION). E® BORE GRAVEL TO COORDINATE 4- SANITARY 'y'TIpi WIN SEWER SEER 10 CML 5"SETS UTILITIES CONTACTS: TO COOROIHATE.1' DECIRIC: FLORIDA POWER & UGM, PATRICIA DWRDINEW 772-489-8254 SNON WDH WRIER TELEPHONE: AT&T. KIRK WALKER T]2-460-4455 MEW TO ME SHEETS WATER: INDAN RIVER COUNTY UTUTES, ROAN OSMVS 772-226-1524 DOA, LOCATION SEWER: INCAN RIVER COUNTY UTUTES, RUN ESTRUS, 772-226-1624 BIT it IRON Wa-50'25"E 361 35 MPH 9Q' P. /w VjR_— — EASTBOUND LANES) s49'21'o4V(M) USS N BLVDIC.R' 512 --X107'00—"R �SEBASTIAN G37.59' A=37.59 PON �N 2CMf0 L-512 S ELECTRICAL PLAN 1-= 20w° STOP -CALL BEFORE YOU DIG! 811 Normon E. Goth FL Li,, # 57809 CA Lic # 27905 z Q m d N n TTTTTTTT� O 7 •we+ WHIN W Z MM kms= i{� awNo n O00. � y�� dr LVma 1 DATE: 08.0614 z CONST. IN sA�y�\1\IT ®-O//THW� 6N C I N E 6R S! In C. YUSJdlnw:: MMTWWR:'RDAK 1M W .W F. WLnM SLI of 1