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Home My WebLink About11-12184 CITY OF ZEPHYRHILLS 5335-8TH STREET �sis)�so-oo20 12184 BUILDING PERMIT Permit Number: 12184 Address: 38135 MARKET SQUARE DR Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0010-03900-0030 Improv. Cost: 112,500.00 Date Issued: 8/02/2011 Name: FLORIDA MEDICAL CLINiC Total Fees: 1,006.00 Address: 38135 MARKET SQUARE Amount Paid: 1,006.00 ZEPHYRHILLS, FL. 33540 Date Paid: 8/02/2011 Phone: (813)780-8440 Work Desc: UNDERGROUND UTILITY/ASHPHALT PAVING 7 , 5 . FIRE PLAN REVIEW FEES 50.00 FIRE INSPECTION FEES 120.00 �6 C�'l.''' "�- `,`'�'r - �` �,�� ;�-�- � ��y � ��.;� � � ��- � ��V , �.� ' `1 � �� .�r , �� '� �� ' � 3��3 ` FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. 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 this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federai agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commenceme " CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ��;,�� ,. %�;� j�..� � cs� �� - �f� < � ��•� ;,7 City of Zephyrhills BUILDING PLAN REVIEW CONIMENTS Contrac omeowner: � �-/�'�. � � J � Date Received: �- f�T / Site: -�� J .�,��-'��I� � Permit Type: �� , � r ��- Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ � � � �' � � �� ' S � �: � ` �t '�'� � P ,. � � , ,, � t`,� �! • r. -� � t ..w� This comment sheet shall be kept with the permit and/or plans. � � ��1 Kal ' Switzer— s ' er Date Contra or and/or Homeowner (Required when comments are present) Contractors Page 1 of 1 �"" Public Access to Permit Applications �� PAPA � ) E3rin_qmg Opportu^rt�es Home Home Parcel Search County Roads Contractor Search Contractor Services Contractor Information Selected Contractor Details Contractor ID Number: 014210 Contractor Name: WELLS LAND DEVELOPMENT INC. Applications Business Address: 12885 62BD STREET NORTH #300 All Permits LARGO FL 337730000 Active Permits Inactive Permits Business Phone: (727) 535-8241 Completed Permits Individual Qualifier: WELLS ROGER H New Permits License Type: CERTIFIED UNDERGROUND CONTR Refund Permits Expired/Statute of Limitation Permits License Status: Active Back OO Pasco County, Florida. All rights reserved. [PROD] Application Version 1?.9. Last Chan�e : 10/l5/2009. http://secure.pascocountyfl.net/bccpapal0pal/Contractors.aspx 7/19/2011 Zephyrhills Fire Rescue C�)07 Uairy Road, 'Lephyrhills, ['L 335�2 I�ire Marshal 13us (813) 78U-0041 Kercy 13arnetl I�ax (�13) 7$0-UU44 E-mail: kbarnett(�r>,fire.Lephyrhills.fl.u;; Plan Review#: 11-099 Project: Relocation/Installation of Hydrant Number of Pages: 6 plus Cut Sheets July 26, 2011 I have received and reviewed the plans an cut sheets for the removal and relocation/installation of a new fire hydrant along with associated underground located at 38135 Market Sq Dr and will allow it to move forward. Paying for permit contractor acknowledges complying with the items listed below. Should anyone have any questions,please do not hesitate to contact the Fire Marshal's office. 1. Ensure installation complies with app(icable NFPA Codes, particularly NFPA 24, latest edition adopted by Florida. Inspection Required: 1. Underground Pressure Test 2. Underground Flush(if planned accordingly,can be done after pressure test) 3. Final _.� �� `. KERRY B RNETT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes.This review is not intended to be a final approval of the submitted plans.It is the contractor's sole responsibility to ensure that the plans are in complete compliance with ail applicable NFPA codes and local ordinances.In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility,at their sole expense to bring those areas in compliance.The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. Z��=��i1��.S FiRE D��'Al4�'�IE1�`� 6907 l�airy Road, Zephyrhiils, FL 33542 �=sre C:hief Ke�rh Wilii�rns Bus (8'i3)"180-UU�1 Fax ($13)7�30•OU�1•4 FIRE SERVICE USER FEES Occupancy No.: /� � / ) Plan No.: �-�Yf Contractor_��5 � Q (�Z%+�'�<<' �!'M�/ � .�C- Business Name c. �•��.c Billing Address� �,�tj 4�� y;r i� Bus�ness Address 3��Z ��,�� 2 � i F � 7 ,� Bus�ness Phone No Billing Phone No.: "� 7 — � .,�,�t Business Fax No Bitling Fax No. Contact Contact: PLAN REVIEW FEES INSPECTION FEES , PERMIT�� FALSE ALARM FEE 8 Site Plan N/C Annual N/C Sprinkler/��'�r` $SO t st Alarm N!C MuUrFamdylCommerual 06 s( 1 st Re-mspection N!C Standpipes $50 2nd Alarm N/C (Mmimum Charge$25 00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C �Plan Revis�ons OBL 3rd Re-inspection �250 Hoods $50 4th Alarm g100 4th Re-Inspection $500 Fire Alarm $50 Sth Alarm $150 SPRINKIER SYSTEMS (Business closed untd LP Gas $50 6th Alarm $2pp 8 0-25 Heads a50 violations corrected) Natu�al Gas $50 NON COMPUANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- ��,�k �5p STANDPIPE SYSTEM Hydro Undergrounds �5 Sparklers $100 � Per Riser $50 Hyd►ostatic Test S65 persyscem Fi�e Works $500 FIRE PUMP Acceptance Test S45 ,x,sy5cem Camp Fire $25 � Per Pump $100 Hydrant Flow 575 Controlled Burn $100 FIRE ALARM SYSTEM HoodlOuct $50 0-25 Devices $50 FIRE ALARM SYSTEM Place oi Assembly $50 Annual 26 plus Qevices $100 System Acceptance S50 Fire Protection a25 SUPPRESSION SYSTEMS Recall ACCeptance $50 Flammable Application $50 Annual Wet $50 OTHER Waste Tire Storage $50 Annual �ry $50 Fire WaIllSmoke WaN $15 perwan Generator<KW $�QQ CO2 $50 LP Gas $25 ��w�k Generatw>30 KW 15p Other � Natural Gas $25 per system Bio-Hazard Waste �100 Annual KITCHEN EXHAUS7 Fumigation Tenting $SQ � Hood/Ducts $50 Tent 10'x10'or greater $1 S ��ceot Torch PoUApplied $50 OTHER Fire Pump $45 Haz.Materials $100 A�,,,,ai LP InstallaUOn pr.r lank $50 F�re Suppression 530 Fuel Tank Installation $50 System Acceptance (Per Tank) a50 B Exhaust Hood/Ouct a30 �Natural Gas Instaltation $50 Re-�nspeCtion DBL (Per System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours Construction Insp. NJC Emergency Vehicle Ac� $50 FALSE ALARM PLANS TOTAL � INSPECTION TOTAL��' PERMIT TOTAL�� TOTALI I GRAND TOTAL ��7!,J� CommeNs �� ' I Date _��` ►i _ � Insq��ctor ' [ � — �/�� u��-�au-uuzu City of Zep�yrhills Permit Application Fax-813-780-0021 Building Department Date Recelved �� ., .' Phone Contact for Pe ttin � � ? S �S�_ �j Z. �1'� Owner's Name �` _ � / � ___ ____�____- ---' �.f/�-' iC'_— avvrTer�P��Farrrtier-- _- - - - Owner's Address .J r� �� y� Owner Phone Number Fee Simple Titleholder Name Owner Phone Number —� Fee Simpie Titleholder Addres � JOB ADDRESS � �I�►Y'(.�e-� �� l.-��'9"�� LOT# C� SUBDIVISION , PARCEL ID# G7�Z'� --��'Ci U/G�-�� U(�—v�� (OBTAINED FR�OM pROPERTY T�TicEl DEMOLISH WORK PROPOSED B NEW CONSTR ADD/ALT � SIGN INSTALL 8 REPAIR PROPOSED USE Q SFR Q COMM �� OTHER TYPE OF CONSTRUCTION �] BLOCK [] FRAME [� STEEL [� DESCRIPTION OF WORK V ti �lJ�� ,��f L ! ��--L-� �'�,t,,�(� BUILDING SIZE � SQ FOOTAGE �C�L�� HEIGHT ILDING � ,�, /�� ,.b � f Z1��jD --- V ATION OF TOTAL CONSTRUCTI � S DELECTRICAL $ AMP SERVICE 1—1 �-1 W.R.E.C. QPLUMBING $ , L � Z/�r/ -t�- 7 {-� QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION QGAS [� ROOFING Q SPECIALTY �� OTHER FINISHED FLOOR ELEVATIONS FLOO _� A �YES NO . BUILDER . � . ��'L.�S L�.�/!� H1�t,()F'�"►�l�--�v7 l, �,. SIGNATURE ED Y/ N FEE CURRE� Y/N , Address 'L`C�`L�� (,1��-'�' �� C>:� �'�"� � 7�?�' License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address Llcense# �— —� PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER _ COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Ene�gy Forms;R-O-W Permit for new construction, Minimum ten(10)woiicing days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit fo�subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities& 1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Englneered Plans. "*'PROPERTY SURVEY required for all NEW construction. ,��r��r��*�� Directions. � ItiiL� �r Fill out application completely. Owner&Contractor sign back of application,notarized If over;2500,a Notice of Commencement is required. (A/C upgrades over 57500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone wlth notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned atso understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a.c�rtificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work wilt be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a prvfessional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent prope�ties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit p�ior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR T OF OMMENCEMENT. FLORIDA JURAT(F.S. 117.03) Q4YNER OR AGENT CONTRACTOR Subscribed and sworn to(or affiRned)before me this Subscribed and swom to(or fflrmed)befor me#his bY ��4'l� by �ifi-� Lr�.c(i�? Who is/are personally known to me or has/have produced Who is/�arce personall known to me or has/have produced as identlfication. � � � • as identification. -- -- -� �---- / %� Notary Public �` � Public ,.•�Y'�y,�,= BOBBIE S. WE 37�06 Commissio �''�� ' ' Commission No. �+�: ; . ry 20�2 :o: Explras Februa ?2� '� �' Meum+oeeoo�3esao,s Name of Notary typed,printed or stamped Name of No 1288$ 62nd 5-trEEt North , Largo. Pl � 37�3 ( P1 727- 535• 8241 a!�a �:y �.vu�t o� iin�� ( f 1 727- 530- 0710 w�llsld com Fax Cover Sheet TQ; Prom: �'r� �� grt.r,� IN�-�LS �ax: Date: �� '��i� • p d� � �/�j�/� Phone: Pages: � � R , � l�4- ,h'l��f�-� ZE�i ►^!�tu�S . ❑ Ur$ent �For R¢view � Please Comment � Please Reply ❑ Please Recycle Comments��. ��u`�� r-�� r^ �"tfi�F �N��' ��7 vb�, � o✓e a,fs�✓�y� �� . r" _ _ , -- EL.�- r '7 Z� • !�f� � �� . 3UBMITTED PLAN(S) VE BEEN RE IEWBii �Y ZEPHYRHILLS FIR S�riAL' E Date: � �sviewsr: � � . ;�' � � �''`~ � r . ' � ' o , 0 � J ', � � v �+� �Z � � S' , �ca � 3 �, � 3 a � � � ' . � � � t� X �'G, - 's tl�,,�,,,�..�. �, �! 9 �- � y,,`�, � . � Q�� 3 � � �� . , � � � � �'` � � � � ' ,e +� � . �� , m �� C� � � �� ' , �� s � �. , � ��` � � � � � � . . , �� . � . � !� '� � � �- _ -- _ � �.��. -- �' � � � � � � . v`', w- � � � � � � � � � � � � � �' � ,� 3 �` � r � �. _ � �, „".�i� • V � y � � � � � � � � � � � `� � � � . Vl � r� � � a� w oT � �, x ," •�� k y 99 �� o �� ' �.�. � �N � � � �' � �' ., ,� • '`'� • . �� , `�� ,�a�� J APPROVED 3U8JE�T TQ ATTACHED C4NDITIONS Date: July 2�, 201� Sr�.. �� To: SPR Committee � �wrr�r�rr� r - _-`._.�_.�.� • From: RJ Keetch Re: July SPR meeting a1T� PLAN APPROVi�L EXPIRES�� 2�i Attendance: Cliff McDuffie,Todd Vande Berg, Shane LeBlanc, David e ers n, Barnett, Bill Burgess, Chief Shears, Rick Moore . 2. Revised Site Plan for Zephyrhills Florida Medical Clinic located on US 3oi (File No. o5-io-SPR). This item was approved. Discussion Points • The building department may issue a temporary certificate of occupancy for proposed building construction (prior to completion of overall site� improvements) • Removal of curb stops and wall relocation okay . Conditions • Retention pond and northeast corner parking improvements should be built at the same time • Applicant to submit final as-built at tim�of D.O. Additional Notable Pre-Site Plan Review Conditions • Canopy height over drive should be a minimum of i3'6"per NFPA�versus the proposed i3�5�� • Hydrants may be considered private hydrants which would cause the owner to be responsible for maintenance/ inspections � • Stripe in front of backflow preventer similar to the fire lane markings around the building • Provide signage by hydrants that state "No Parking" � • Stripe at southeast hydrant similar tot eh backflow area • Fire related backflow preventers shall be painted red Post-Meetin� Staff Approval , • Removal and relocation of storm water pipe and box away from 6o inch oak okay. Applicant to submit new plan and reflect changes on as-built. . �#l��° � ` .�N°' . . . ..�� w,'�" ""ri��:FF��i�' "�'�'�� .�..,.�..�«.... � . �,.3.��.- n�; ;'"��"�J�.� .�,�o��6 ��..�� ''t'�,� E 0 0 C M, 7 L N 0 0 0 3 ry c: G I c c c CL / U 3 c C LL / L c a C a U s L C a n C C C / U C a s c. L a a C x C C C C C\ c F- C U C CN i C �v a S / ONSTRUCTION P VICINITY MAP NTS SANTA ROSA I OKALOOSA I WALTON PENSACOLA HOLMES j—/ 1_ JacicsoN WASHINGTON B� PANAMA CITY t GADSDEN LEON CAI OUN I „pFE7S0N MADISON L18ERTY WAKULLA GULF FTtANKLIN PROJECT LOCATION TAYLOR 385 1 3 MARKET SQUARE DRIVE ZEPHYRHILLS, FLORIDA SEC 02 -TWP 26S RGE 2 1 E HAMILTON suwANNEE COLUMBIA BAKER UNION LAFAYETTE BRAI DUVAL_ J' - JJACKSONYILLE I IST �--- JOHNS, ST. AUGUSTINE "" " "" ALACHUA PUTNAN DIbE \ LEVY --L�LIFLAGLER MARION rx-l' DAYiONA BEACH VOLUSIA L01TRUS SUMTER LAKE O NEW PORT RICHEY J PINELLAS (I ST PETERSBURG SARASOTA - BRADENTON r HILLSBOROUGH IfTAMPA POIx FOR: INDIAN p6R MANATEE HARDEE HIGHLANDS OKEECHOBEE ST LUgE FT PIERCE DE SARASOTA SOTO MARTIN VMYUERS gADES WEST PALM HENDRY PKN BEACH BEACH NAPLES COWER BRCWARD FT LAUDERDALE MIAMI MONROE DARE •� ,, • KEY WEST E N G I N E E R I N G 0 SURVEYING, INC. 311 NORTH NEWPORT AVENUE, SUITE 100 TEL (813) 250-3535 TAMPA, FL 33606 LIB #8474 FAX (813) 250 -3636 ENGINEER HAMILTON ENGINEERING & SURVEYING, INC. 31 1 N. NEWPORT AVENUE, SUITE 100 TAMPA, FLORIDA 33606 (8 1 3) 250-3535 (8 1 3) 250 -3636 (FAX) LANDSCAPE ARCHITECT COPLEY DESIGN ASSOCIATES 1 666 LANEY DRIVE PALM HARBOR, FL 34683 (727) 787 -2840 OWNER/DEVELOPER FMC LAND 0' LAKES, LLC 38 1 35 MARKET SQUARE ZEPHRYHILLS, FL 33542 -7505 (7 2 7) 520-0700 ARCHITECT OLIVERI ARCHITECTS 32707 US HWY 19 PALM HARBOR, FL 34684 (727) 78 1-7525 (727) 78 1-6623 (FAX) sUBNIITTED PLAN(S) HAVE BEEN REV1EWft 3Y ZEPHYRHII T ` ]' E NIAR'HAL'S,OFFICE Data; �<�� ` 0 62 + ff 12- 1 S "i is l.a.�1d -��o��ne�� -; (� �� ] ��s� ph � JL f PAVJr� DRAWING INDEX C- 1 .0 COVER SHEET t: C -2.0 NOTES & LEGEND; C -3.0 SITE DEMOLITION C -4.0 SITE AND UTILITY PLAN A;,, C -5.0 GRADING AND DRAINAGE ''y C-6.0 DETAILS C -7.0 SECTIONS AND DETAILS C -8.0 DETAILS L- I LANDSCAPE PLAN L -2 IRRIGATION PLAN D- I LANDSCAPE AND IRRIGATION DETAILS I OF2 BOUNDARY SURVEY 20F2 ToPo SURVEY vo 53awNi (jjvv3Q )j J�� S7711Wlld3l,f0A .l1J 17dlld 01?07d S3(70,) ti'OL7y,V;7QO A7dh 7 '0) 77 o'v71VA 7 ylls xxo 3 `' 7 1' REQUIRED PERMITS SUBMFTED PERMIT PERMIT NUMBER EXPIRATION GRANTED S.W.F.W.M.D ENVIRONMENTAL RESOURCE PERMIT 07-30-10 CITY OF ZEPHYRHILLS CONSTRUCTION PLAN APPROVAL 07-30-10 FLORIDA MEDICAL CENTER - ZEPHYRHILLS JOB # 0 1 718.0002 E c c a i c M z s c c L c c C c Q L r L c c it u L) 5 v n T ll J V D U a� C i 0 n n N GENERAL NOTES 1. THESE DRAWINGS ARE TO BE CONSIDERED PRELIMINARY AND NOT FOR CONSTRUCTION UNTIL ALL PERMIT APPROVALS ARE CONFIRMED RECEIVED BY THE ENGINEER OF RECORD (EOR). 2. WHENEVER A CONFLICT OCCURS BETWEEN ANY SPECIFICATION AND /OR REGULATORY REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 3. THESE DRAWINGS ARE CURRENTLY UNDER REVIEW BY THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT AND OTHER REGULATORY AGENCIES, THE FINAL APPROVED PLANS MAY DEVIATE CONSIDERABLY FROM THESE DRAWINGS. THE CONTRACTOR MUST ASSURE CONSTRUCTION IS IN ACCORDANCE WITH THE APPROVED DRAWINGS. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT HAMILTON ENGINEERING & SURVEYING TO VERIFY APPROPRIATE PLANS ARE BEING UTILIZED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THE STAKEOUT SURVEYOR HAS THE MOST CURRENT SET OF PLANS, INCLUDING ALL RECENT REVISIONS MADE BY ADDENDUM OR REQUEST FOR INFORMATION (RFI), AND REGARDLESS IF STAKEOUT IS CONTRACTED THROUGH HAMILTON ENGINEERING & SURVEYING'S SURVEY DEPARTMENT. 5. THESE DRAWINGS SHALL NOT BE UTILIZED FOR CONSTRUCTION PRIOR R THE WORK. THE HAVING JURISDICTION OVE FROM ALL GOVERNMENTAL AGENCIES R REQUIRED PERMITS I TO OBTAINING EQ OR CONTRACTOR SHALL OBTAIN ALL PERMITS FROM WORK WITHIN PUBLIC EASEMENTS AND RIGHTS -OF -WAY AND INSURE THAT ALL OTHER REQUIRED PERMITS ARE APPROVED PRIOR TO COMMENCING THE WORK. 6. SOME OF THE DETAILS SHOWN INCLUDED IN THIS DRAWING SET ARE PROVIDED BY THE REVIEWING REGULATORY AGENCIES AND ARE REQUIRED BY THOSE AGENCIES TO BE SHOWN ON THE DRAWINGS FOR PERMIT APPROVAL. BY SIGNING AND SEALING THESE DRAWINGS, THE FOR IS NOT ASSUMING RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS ON THESE DETAILS. CONTRACTOR SHALL VERIFY THE DETAILS ARE THE LATEST ISSUED BY THE REGULATORY AGENCY, THE DETAILS COMPLY WITH THE LATEST TECHNICAL MANUAL SPECIFICATIONS, AND THE REGULATORY AGENCY INSPECTOR DOES NOT HAVE ANY ALTERNATE REQUIREMENTS NOT SHOWN ON THE DETAILS. 7. UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION-, LATEST EDITION. 8. CONTRACTOR IS TO COORDINATE ALL WORK WITH UTILITY COMPANIES IN ORDER TO PREVENT DAMAGE TO UTILITY LINES AND THE MAKING OF ADJUSTMENTS TO SAME, IF REQUIRED. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY OWNERS PRIOR TO CONSTRUCTION. 9. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL VERIFY THIS INFORMATION AND BE FAMILIAR WITH ALL SITE CONDITIONS (INCLUDING SUB - SURFACE CONDITIONS AND UTILITIES) PRIOR TO COMMENCING THE WORK. DAMAGES TO ANY EXISTING FACILITIES (ABOVE- GROUND AND UNDERGROUND) SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, WHETHER OR NOT SHOWN HEREON. THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND UTILITY NOTIFICATION CENTER (CALL SUNSHINE STATE ONE CALL AT 1 -800- 432 - 4770) 48 HOURS PRIOR TO COMMENCING THE WORK. 10. DEMOUT70N WORK SHALL NOT BE LIMITED TO THESE DOCUMENTS TO COMPLETE PROJECT AS SHOWN. CONTRACTOR TO REMOVE ALL ITEMS NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 11. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE FEASIBILITY OF CONSTRUCTING GRAVITY SEWER SYSTEMS (IE. VERIFY EXISTING INVERTS AT POINTS OF CONNECTION, EXIT INVERTS OF BUILDING PLUMBING, GREASE TRAP CONFIGURATION, MINIMUM SLOPES, ETC.). 12. PROPERTY FENCING AND /OR WALLS ON THE PERIMETER OF THE SITE ARE TO BE FIELD VERIFIED WITH ADJACENT PROPERTY OWNERS AS TO WHO OWNS OR MAINTAINS THE FENCE /WALL, REGARDLESS OF WHETHER OR NOT SHOWN HEREON TO BE REMOVED OR IF CONSIDERED AN ENCROACHMENT ON THE WORK TO BE PERFORMED. ANY DAMAGE TO OR REMOVAL OF FENCING /WALLS OWNED OR MAINTAINED BY AN ADJACENT PROPERTY OWNER IS TO BE FULLY REPLACED WITH A SIMILAR FENCE /WALL, TO THE SATISFACTION OF THE ADJACENT PROPERTY OWNER, AT THE EXPENSE OF THE CONTRACTOR. 13. REFERENCED INDEX NUMBERS REFER TO DETAILS DEPICTED IN THE FD.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS. 14. CONSTRUCTION SHOWN ON THESE PLANS IS PERMITTED ONLY FOR THE WORK LOCATED WITHIN THE PRIVATE PROPERTY. ALL WORK WITHIN THE RIGHT -OF -WAY AND EASEMENTS WILL REQUIRE A SEPARATE PERMIT AND MAY REQUIRE AN ALTERATION TO THE CONSTRUCTION OR MATERIALS SHOWN ON THESE PLANS. 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MAINTENANCE OF TRAFFIC AND PEDESTRIAN CONTROL PER APPROPRIATE FOOT SPECIFICATIONS. SEE FOOT INDEXI 600 THROUGH 660. 16. CONTRACTOR SHALL LOCATE PROPERTY LINES AS REQUIRED TO AVOID ENCROACHMENT ONTO ADJACENT PROPERTY. CONTRACTOR SHALL INVESTIGATE FOR EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY A/E IN THE EVENT OF CONFLICT. 17. CONTRACTOR IS TO PROVIDE EROSION CONTROL /SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY STREETS, STORM SEWERS, AND WATERWAYS, BARRIERS ARE TO BE BUILT BEFORE LAND ALTERATION, MAINTAINED EFFECTIVELY DURING CONSTRUCTION, AND REMOVED AFTER FINAL SOIL STABILIZATION. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND /OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND /OR AUTHORITIES, 18. UPON REQUEST, ELECTRONIC DATA ( IN AUTOCAD FORMAT) ASSOCIATED WITH THESE SITE PLANS WILL BE PROVIDED FOR CONSTRUCTION LAYOUT PURPOSES. HOWEVER, HAMILTON ENGINEERING & SURVEYING, INC. WILL IN NO WAY BE RESPONSIBLE FOR ANY ADVERSE RESULTS IF THE ELECTRONIC DATA IS USED BY OTHERS FOR CONSTRUCTION PURPOSES (REGARDLESS OF WHETHER OR NOT MI THE ELECTRONIC DATA CONTAINS ERRORS). AS AN OPTION, COORDINATE GEOMETRY INFORMATION ASSOCIATED WITH THESE SITE PLANS WELL BE PROVIDED BY HAMILTON ENGINEERING & SURVEYING, INC. 19. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY CONSTRUCTION TRAFFIC RELATED ACCESS POINTS TO THE PROJECT SITE ANDIOR SPECIFIC AREAS OF WORK ON THE PROJECT SITE AS NECESSARY, 20. ALL TREES TO REMAIN MUST BE PROTECTED BY TREE PROTECTION BARRICADES MEETING THE MINIMUM STANDARDS SHOWN. PROTECTIVE BARRICADES SHALL REMAIN IN PLACE UNTIL LAND ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED. M SW P FREE OF RUBBLE, ORGANICS, 21. ALL FILL SHALL CONSIST OF SATISFACTORY SOIL MATERIALS, DEFINED AS THOSE COMPLYING WITH ASTM D2487 SOIL CLASSIFICATION GROUPS GW, GP, G , ,ANDS 0 , P COMPLYING 7 I CLASSIFICATION GROUPS GC SM SC M CLAY, DEBRIS AND OTHER SIMILAR UNSUITABLE MATERIALS. UNSATISFACTORY SOIL MATERIALS ARE DEFINED AS THOSE COM L WITH ASTM D248 SOIL CAT L, MH, CL, CH, OL, OH, AND PT. UNLESS OTHERWISE NOTED, ALL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% AASHTO T -180, METHOD D. 22. EXISTING TREES & LANDSCAPING SHOWN THIS PLAN. SEE PROPOSED LANDSCAPING PLAN FOR TREE RELOCATION OR REMOVAL AND NEW LANDSCAPING. CONTRACTOR SHALL CONTACT THE ENGINEER AND /OR OWNER PRIOR TO ANY CONSTRUCTION THAT MAY DAMAGE TREES WHICH ARE NOT MARKED TO BE REMOVED. 23. TREE LIMBS SHALL BE PRUNED AS REQUIRED FOR NEW CONSTRUCTION. WHEN TREE LIMBS OVERHANG EXISTING OR NEW VEHICULAR USE AREAS, THE CONTRACTOR SHALL PRUNE SUCH TREES TO PROVIDE CLEARANCE MEETING THE STANDARDS SET FORTH BY THE FLORIOA DEPARTMENT OF TRANSPORTATION. PRUNING SHALL BE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A -300 PRUNING STANDARDS. 24. ANY SIDEWALK WHICH BECOMES UNDERMINED OR DAMAGED DURING CONSTRUCTION MUST BE REMOVED AND REPLACED, PERMITS WILL BE OBTAINED BY THE CONTRACTOR FOR THE CLOSING OF SIDEWALKS IN THE RIGHT -OF -WAY. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST JOINT. 25. WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE SIDEWALK FOR A PERIOD OF MORE THAN ONE HOUR, CONTRACTOR SHALL PROVIDE PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS PER FOOT INDEX 660, UNLESS OTHERWISE NOTED. 26. ALL PEDESTRIAN ROUTES, SIDEWALKS AND RAMPS, AS WELL AS ALL HANDICAPPED SIGNS, SYMBOLS, PARKING SPACES, ETC. SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL ADA REQUIREMENTS WHETHER OR NOT SHOWN HEREON, CONTRACTOR SHALL VERIFY REQUIREMENTS WITH LOCAL INSPECTORS PRIOR TO POURING SIDEWALKS AND RAMPS. 27. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH STATE AND LOCAL ORDINANCES AND BUILDING REGULATIONS. ALL PLUMBING SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NFPA, THE FLORIDA BUILDING CODE - PLUMBING AND LOCAL REGULATORY REQUIREMENTS. 28. PORTIONS OF WORK AND /OR MATERIALS FOR THE UTILITY CONNECTIONS MAY BE PROVIDED BY THE GOVERNING MUNICIPALITY. CONTRACTOR TO VERIFY AND COORDINATE. 29. WATER AND SANITARY SEWER SYSTEMS SHALL NOT BE PLACED INTO SERVICE UNTIL INSPECTED AND APPROVED BY THE FDEP AND OTHER PERTINENT REGULATORY AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND OBTAINING THE FOLLOWING ITEMS: INSPECTOR APPROVALS CURRENT BACTERIOLOGICAL TEST RESULTS PRESSURE, EXFILTRATION AND OTHER APPROPRIATE TEST RESULTS LOCATING WIRE CONTINUITY TESTS AS -BUILT SURVEYS ALL APPLICABLE ITEMS SHALL BE PROVIDED TO HAMILTON ENGINEERING & SURVEYING A MINIMUM OF 60 DAYS PRIOR TO FINAL ACCEPTANCE AND PLACEMENT INTO OPERATION. 30. ALL RIGHT -OF -WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. 31. COMPACTION FOR PIPE 13ACKFILL SHALL COMPLY WITH AASHTO T -99 (1007.). 32. UNLESS OTHERWISE NOTED, ALL RCP SHALL BE CLASS III, WALL "B'. 33. PIPE LENGTHS SHOWN ARE APPROXIMATE AND MAY BE ADJUSTED AS REQUIRED. 34. ALL DIMENSIONS ARE TO OUTSIDE WALL OF BUILDING AND FRONT FACE OF CURB UNLESS OTHERWISE NOTED. 35. PROVIDE PAVEMENT MARKINGS AS SHOWN PER FDOT INDEX No. 17346. 36. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES; REFERENCE FDOT INDEXES 600 THRU 650. 37. ALL ROOF RUNOFF IS TO BE COLLECTED AND ROUTED TO THE STORMWATER COLLECTION SYSTEM VIA UNDERGROUND PIPE SYSTEM. 38. THE CONTRACTOR SHALL REPLACE ALL PAVING, STABILIZED EARTH, CURBS, DRIVEWAYS, SIDEWALKS, ETC. WITH MATERIALS OF THE SAME TYPE OR BETTER THAN THAT REMOVED DURING CONSTRUCTION. 39. PRIOR TO PAVING, THE CONTRACTOR SHALL ENSURE ALL NEW UNDERGROUND UTILITIES, I.E. ELECTRIC, IRRIGATION, ETC., HAVE BEEN INSTALLED. IF PAVING IS TO OCCUR BEFORE THE INSTALLATION OF ANY UNDERGROUND UTILITIES, THE CONTRACTOR SHALL ENSURE THE NECESSARY CONDUITS ARE PROVIDED AND SHALL COORDINATE THE LOCATIONS WITH THE CONSTRUCTION PLANS. 40. CONTRACTOR SHALL SECURE ALL OPENINGS UNDER CONSTRUCTION AT THE END OF EACH WORKING DAY. 41. GRASS SOD AND SEED SHALL BE BAHIA, UNLESS OTHERWISE SHOWN ON THE LANDSCAPE PLANS. SEED AND MULCH ALL AREAS LEFT BARREN FROM CONSTRUCTION. SOD ALL SLOPES GREATER THAN 5:1, WHETHER OR NOT SHOWN HEREON. ALL RETENTION POND BANKS SHALL BE SODDED, REGARDLESS OF SLOPE, TO THE POND BOTTOM FOR DESIGNED DRY PONDS OR THE WATER LINE AT THE TIME OF INSTALLATION FOR DESIGNED WET PONDS. STEEP SLOPES TO BE SODDED AS SOON AS POSSIBLE AFTER FINE GRADING TO PREVENT EROSION. 42. THE CONTRACTOR SHALL PROVIDE HAMILTON ENGINEERING & SURVEYING WITH AS -BUILT SURVEYS PREPARED BY A LICENSED PROFESSIONAL LAND SURVEYOR OF ALL SANITARY SEWER AND STORMWATER MANAGEMENT SYSTEMS AS REQUIRED BY THE FDEP AND THE SWFWMD. SANITARY SEWER AS- BUILTS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTING PAVEMENT. EROSION CONTROL NOTES THE EROSION AND TURBIDITY CONTROL MEASURES SHOWN HEREON ARE THE MINIMUM REQUIRED FOR REGULATORY AGENCY PLANS APPROVAL. ADDITIONAL CONTROL AND MEASURES MAY BE REQUIRED DUE TO REGULATORY AGENCY RULES, CONSTRUCTION SEQUENCING AND /OR WEATHER CONDITIONS, ANY ADDITIONAL MEASURES DEEMED NECESSARY BY THE REGULATORY AGENCIES OR BY THE SITE CONTRACTOR BEFORE OR DURING CONSTRUCTION SHALL BE IMPLEMENTED AND MAINTAINED. THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES SELECTED BY THE SITE CONTRACTOR FOR THIS PROJECT SHOULD BE MADE FOLLOWING REVIEW OF THE PLANS AND PROJECT SITE SPECIFIC FACTORS AND AFTER CONSULTATIONS AS NEEDED WITH THE PROJECT ENGINEER AND REGULATORY AGENCIES. SEVERAL FACTORS TO CONSIDER ARE DURATION OF CONSTRUCTION ACTIVITIES, DEPTH OF CUT AND SEPARATION DISTANCE FOR PONDS, TRENCHES, AND UTILITY LINES, CLAY CONTENT IN EXCAVATED MATERIALS, FILL HEIGHT RELATIVE TO NATURAL GRADE AND LENGTH AND STEEPNESS OF THE PROPOSED SLOPES, GROUND WATER LEVELS; TIME OF YEAR RELATIVE TO THE RAINY SEASON; PROXIMITY TO WETLANDS, WATER BODIES OR OFFSITE PROPERTIES; EXISTING TOPOGRAPHY AND DIRECTIONS OF SURFACE FLOW. THE TYPE OF EROSION CONTROL BARRIERS D SHALL USE L BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL MAY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHOULD GENERALLY BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT, THE SITE CONTRACTOR IS RESPONSIBLE FOR HAVING THEIR R N E DEVATE 1 G PLAN AND TURBIDITY CONTROL PLAN APPROVED BY THE APPLICABLE REGULATORY AGENCIES, PRIOR TO CONSTRUCTION, AS NECESSARY. REFER TO THE SITE PERMIT CONDITIONS FOR AGENCIES REQUIRING SUCH REVIEW, APPROVAL AND /OR SEPARATE PERMITS. WHERE PUMPS ARE TO BE USED TO REMOVE WATER FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO DISCHARGE TO WETLANDS. TREATMENT METHODS INCLUDE, FOR EXAMPLE, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE UPLAND VEGETATED AREAS (OTHER THAN UPLAND PRESERVATION AREAS AND WETLAND BUFFERS), SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS OR LOW BERMS, AND KEPT CONFINED UNTIL TURBIDITY LEVELS MEET STATE WATER QUALITY STANDARDS. HAY BALES OR SILT SCREENS SHALL BE INSTALLED PRIOR TO LAND CLEARING TO PROTECT WATER QUALITY AND TO IDENTIFY AREAS TO BE PROTECTED FROM CLEARING ACTIVITIES AND MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL ALL SOIL IS STABILIZED. FLOATING TURBIDITY BARRIERS SHALL BE IN PLACE IN OPEN WATER SYSTEMS PRIOR TO INITIATION OF EARTHWORK AND MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL ALL SOIL IS STABILIZED. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER QUALITY THROUGHOUT THE DURATION OF THE PROJECT. THE SITE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATION, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND PERFORMED SUCH THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER. GRADING OPERATIONS SHALL BE SO SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. EXPOSED SOILS SHOULD BE STABILIZED AS SOON AS POSSIBLE, ESPECIALLY SLOPES LEADING TO WETLANDS. STABILIZATION METHODS INCLUDE SOLID SOD, SEEDING AND MULCHING OR HYDROMULCHING TO PROVIDE A TEMPORARY OR PERMANENT GRASS COVER MULCH BLANKETS, FILTER FABRICS, ETC., CAN BE EMPLOYED TO PROVIDE VEGETATIVE COVER, SHEET FLOW OF NEWLY FILLED OR SCRAPED AREAS MAY BE CONTROLLED OR CONTAINED BY THE USE OF BRUSH BARRIERS, DIVERSION SWALES, INTERCEPTOR DITCHES OR LOW BERMS. FLOW SHOULD BE DIRECTED TOWARD AREAS WHERE SEDIMENTS CAN SUFFICIENTLY SETTLE OUT. SPREADER SWALES MAY HELP DISSIPATE CLOUDY WATER PRIOR TO CONTACT WITH WETLANDS. WATER DERIVED FROM VARIOUS DEWATERING METHODS SHOULD BE PASSED THROUGH SUFFICIENTLY WIDE AREAS OF EXISTING UPLAND VEGETATION TO FILTER OUT EXCESS TURBIDITY IF THIS IS NOT SUFFICIENT, THE WATER SHALL BE RETAINED IN PREVIOUSLY CONSTRUCTED PERMANENT STORMWATER PONDS OR ELSE RETAINED IN TEMPORARY SEDIMENTATION BASINS UNTIL THE CLARITY IS SUITABLE TO ALLOW FOR ITS DISCHARGE. PLUGGING THE OUTFALLS FROM COMPLETED STORMWATER PONDS MAY BE NEEDED TO AVOID DISCHARGE. HOWEVER, SUCH SITUATIONS SHOULD BE MONITORED CLOSELY TO PRECLUDE BERM FAILURE IF WATER LEVELS RISE TOO HIGH. IF THE ABOVE CONTROLS REMAIN INEFFECTIVE IN PRECLUDING RELEASE OF TURBID WATER, ESPECIALLY DURING POND OR UTILITY LINE DEWATERING, THEN THE CONTRACTOR MAY BE COMPELLED TO USE A VERTICAL DEWATERING SYSTEM SUCH AS WELL POINTS OR SOCK DRAINS TO WITHDRAW GROUNDWATER WHICH MAY ALREADY BE CLEAR ENOUGH TO ALLOW FOR DIRECT DISCHARGE TO WETLANDS. ENERGY DISSIPATERS (SUCH AS RIP RAP, A GRAVEL BED, HAY BALES, ETC.) SHALL BE INSTALLED AT THE DISCHARGE POINT OF PIPES OR SWALES IF SCOURING 1S OBSERVED. ATTEMPT TO INSTALL ROADWAY CURB AND GUTTERS AS SOON AS POSSIBLE TO REDUCE THE SURFACE AREA FOR EROSION TO OCCUR. IMPLEMENT STORM DRAIN INLET PROTECTION (HAY BALES OR GRAVEL) TO LIMIT SEDIMENTATION WITHIN THE STORMWATER SYSTEM. PERFORM INSPECTIONS AND PERIODIC CLEANING OF SEDIMENTS WHICH WASH OUT INTO THE STREETS UNTIL ALL SOIL IS STABILIZED. VEHICLE OR EQUIPMENT WASHDOWN AREAS WILL BE SUFFICIENTLY REMOVED FROM WETLANDS OR OFFSITE AREAS. FUGITIVE DUST CONTROLS (PRIMARILY KS SHALL BE EMPLOYED AS NEEDED TO CONTROL WIND80RN EMISSIONS. ( BY USING WATER SPRAY TRUCKS) NO CLAY MATERIAL SHALL BE LEFT EXPOSED IN ANY STORMWATER STORAGE FACILITY. IF CLAY OR SANDY -CLAYS ARE ENCOUNTERED DURING STORMWATER STORAGE EXCAVATION, THE SITE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY BEFORE PROCEEDING WITH FURTHER EXCAVATION, IF THE ENGINEER HAS DETERMINED THAT SUCH SOILS ARE NON - CONFORMING AND MUST BE EXCAVATED TO MEET PERMIT AND DESIGN CONDITIONS, EXCAVATION MAY PROCEED AFTER OBTAINING WRITTEN AUTHORIZATION FROM THE APPROPRIATE LOCAL REGULATORY AGENCY. IF SAID SOILS ARE LEFT EXPOSED AT THE PERMITTED AND DESIGNED DEPTH, THE SITE CONTRACTOR SHALL OVER- EXCAVATE THE POND'S BOTTOM AND SIDE SLOPES BY A MINIMUM OF TWELVE (12� INCHES AND SACKFILL WITH CLEAN SANDS TO HELP PREVENT SUSPENSION OF FINE PARTICLES IN THE WATER COLUMN. EXCEED H WHI 29 N.T.U. S OVER THE BACKGROUND DISCHARGES C IX LEVELS ARE IN VIOLATION OF STATE WATER QUALITY STANDARDS. DISCHARGES OF WATER QUANTITIES WHICH AFFECT OFFSITE PROPERTIES OR MAY DAMAGE WETLANDS ARE ALSO PROHIBITED BY REGULATING AGENCIES. WATER DISCHARGE VELOCITIES FROM IMPOUNDED AREAS AND TEMPORARY SEDIMENTATION BASINS SHALL BE RESTRICTED TO AVOID SCOURING IN RECEIVING AREAS. IF WATER CLARITY DOES NOT REDUCE TO STATE STANDARDS RAPIDLY ENOUGH IN HOLDING PONDS, IT MAY BE POSSIBLE TO USE CHEMICAL AGENTS SUCH AS ALUM TO FLOCCULATE OR COAGULATE THE SEDIMENT PARTICLES. rC MAINTENAN 100 CE BY THE SITE ONGOING INSPECTIONS AND PER CONTRACTOR G SHALL OCCUR THROUGHOUT CONSTRUCTION A N G UT CO STRUC ON S NECESSARY TO E S INSURE THE ABOVE METHOD S ARE WORKING SUITABLY. THIS MAY BE NEEDED DAILY, IF CONDITIONS SO WAR RAN T. SITE CONTRACTORS ARE ENCOURAGED TO OBTAIN AND THOROUGHLY REVIEW THE FLORIDA DEVELOPMENT MANUAL. A GUIDE TO SOUND LAND AND WATER MANAGEMENT, WHICH WAS DEVELOPED BY THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTON IN 1988. THIS PROVIDES FAIRLY IN DEPTH DISCUSSIONS OF RECOMMENDED TECHNIQUES AND ALSO PROVIDES SPECIFIC DESIGN AND TECHNICAL STANDARDS. LEGEND OF SYMBOLS DESCRIPTION WATER AND SEWER CONSTRUCTION NOTES SITE DATA WATER MAINS SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS, AND SERVICE LINES THAT 518728 SF1 11.91 ACRES ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. 315453 SF/ 7.24 ACRES (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE 416866 SF/ 9.57 ACRES TREATMENT AND DISPOSAL SYSTEMS. 453223 SF/ 10.40 ACRES (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY 101862 SF/ 2.34 ACRES EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART lit OF CHAPTER 62-610, F.A.C. 65504 SF/ 1.50 ACRES (8) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER 12340 SF/ 0.28 ACRES MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. 112,765 S.F. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET AND PREFERABLY 12,828 S.F. TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING MAX 50' - MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL R 62 610 FAC. THE 0 L BE 1 N R UNDER PART Ill OF CHAPTER RECLAIMED WATER NOT REGULATED , REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. MEDICAL OFFICE - 11150 S.F. (123,778 S.F.): 825 SPACES (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY OFFICE -11200 S.F. (1,815 S.F,): 9 SPACES EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381,0065(2), F.S., AND RULE 64E- 6.002, FAC. 834 TOTAL SPACES (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. 546 SPACES (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE 662 SPACES (NEW BLDG ADD:12,828 (MEDICAL OFFICE) 1150 =86) T 1 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER IT IS PREFERABLE TO LAY THE WATER Y 1 INCHES ABOVE OR AT LEAS 2 C ES B R MAIN MAIN IS AT ST SIX INCHES AND PREFERABLY 2 , WATER LEA , 23 SPACES ABOVE THE OTHER PIPELINE 17 SPACES (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR 28 SPACES STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE CITY OF ZEPHYRHILLS T HOWEVER, 17 IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE C17Y OF ZEPHYRHILLS (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN PUBLIC /PRIVATE JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM DUMPSTER PICK -UP ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART II! OF CHAPTER 62 -610, FA.C., AND AT C -2 COMMUNITY COMMERCIAL LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER MEDICAL /OFFICE 62 -610, FAC. 02 -26 -21 -0010- 03900 -0020; 02- 26 -21- 0010 - 03900 -0030 3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES. F NTROL STRUCTURE (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE (8) EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E, WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING OF THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY SENSIBLE), THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO THIS REQUIREMENT (I.E., THE DEPARTMENT SHALL ALLOW CONSTRUCTION OF CONFUCT MANHOLES), BUT SUPPLIERS OF WATER OR PERSONS PROPOSING TO CONSTRUCT CONFLICT MANHOLES MUST FIRST OBTAIN A SPECIFIC PERMIT FROM THE DEPARTMENT IN ACCORDANCE WITH PART V OF THIS CHAPTER AND MUST PROVIDE IN THE PRELIMINARY DESIGN REPORT OR DRAWINGS, SPECIFICATIONS, AND DESIGN DATA ACCOMPANYING THEIR PERMIT APPLICATION THE FOLLOWING INFORMATION: 1. TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH CONFLICT MANHOLE. 2. A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH CONFLICT MANHOLE. 3. ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTION REQUIREMENTS IN SUB - SUBPARAGRAPHS A. THROUGH D. BELOW. A. EACH WATER MAIN PASSING THROUGH A CONFLICT MANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT JOINT ON EACH SIDE OF THE MANHOLE TO ACCOMMODATE DIFFERENTIAL SETTLING BETWEEN THE MAIN AND THE MANHOLE. B. WITHIN EACH CONFLICT MANHOLE, THE WATER MAIN PASSING THROUGH THE MANHOLE SHALL BE INSTALLED IN A WATERTIGHT CASING PIPE HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25- INCH -THICK DUCTILE IRON PIPE). C. EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZED, TO ALLOW FOR EASY CLEANING OF THE MANHOLE. D. GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH CONFLICT MANHOLE TO PREVENT LARGE OBJECTS FROM ENTERING THE MANHOLE. (4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE - AN PREFERABLY TEN FEET FROM ANY EXISTING OR PROPOSED A . � AT LEAST THREE FEET D T UNDER PART 111 OF CHAPTER 62 610 FAC.; , MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED U f , VACUUM -TYPE SANITARY SEWER, AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62 -610, FA.C.; AND AT LIFAST TEN FEET FROM ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E- 6.002, FA.C, SENSIBLE T MP THE REQUIREMENTS IN SUBSECTION 1 OR 2 ABOVE THE DEPARTMENT SHALL ALLOW EXCEPTIONS F 1 LE OR ECONOMICALLY SE E 0 COMPLY Wil1H , .WHERE IT IS NOT TECHNICALLY FAS 8 5 EXCEPTIONS () ( ) TO THESE REQUIREMENTS IF SUPPLIERS OF WATER OR CONSTRUCTION PERMIT APPLICANTS PROVIDE TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH EXCE PTION AND PROVIDE ALTERNATIVE CONSTRUCTION FEATURES THAT AFFORD A SIMILAR LEVEL OF RELIABILITY AND PUBLIC HEALTH PROTECTION. ACCEPTABLE ALTERNATIVE CONS TRUC n ON FEATURES INCLUDE THE FOLLOWING: (A) WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE BEING LOCATED LESS THAN THE REQUIRED M6INIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE: 1. USE OF PRESSURE -RATED PIPE CONFORMING TO THE AMERICAN WATER WORKS ASSOCIATION SIMMARDS INCORPORATED INTO RULE 62- 555.330, FAC., FOR THE OTHER PIPELINE IF IT IS A GRAVITY- OR VACUUM -TYPE PIPELINE; 2. USE OF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER THE WATER MAIN OR THE OTHER PIPELINE, OR 3. USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR EITHER THE WATER MAIN OR THE OTHER PIPELINE. B) WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THREE FEET HORIZONTALLY FROW ANOTHER PIPELINE AND WHERE AN _ N)ERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND TANCE FROM THE OTHER PIPELINE VERTICAL ! IS BEING LAID LESS THAN THE MINIMUM VE CAL D S E RE UIRED NG T ST T F 0.2 - INCH -THICK DUCTILE IRON PIPE OR CONCRETE NCAS M NT I.E. HAVING AN IMPACT SIRE TIH A LEAST EQUAL TO THAT 0 5 ETE E E E AT i. USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH ( Q ) • LEAST FOUR INCHES THICK FOR THE WATER MAIN, AND STRENGTH AT F 0.25-INCH-THICK D TIL IRON Pl E L . HAVING AN IMPACT SIRE LEAST EQUAL TO THAT 0 DUCTILE P OR CONCRETE ENCASEMENT AT 2. USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (E, Q ) LEAST FOUR INCHES THICK FOR THE OTHER PIPELINE IF IT IS NEW AND IS CONVEYING WASTEWATER OR RECLAIMED WATER. A LL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. ALL ON SITE PVC WATER MAINS 4 INCHES THROUGH 12 INCHES SHALL BE IN ACCORDANCE WITH AWWAA C -900 STANDARDS. ALL ON SITE PVC WATER MAINS 2" TO 3" SHALL BE CLASS 1120 OR 1220 (SDR 21) AND MEET REQUIREMENTS OF ASTM D -2241. WATER MAINS SMALLER THAN 2- SHALL BE CLASS 1120 OR 1220 SCHEDULE 80 AND MEET REQUIREMENTS OF ASTM D1785. PE PIPE 2' OR SMALLER SHALL MEET THE REQUIREMENTS OF ASTM 0-1248. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A21.51, MINIMUM CLASS 50. IN AREAS WHERE THE SOIL IS DETERMINED TO BE CORROSIVE OR HIGH GROUND WATER IS EXPECTED, THE PIPE SHALL BE INSTALLED IN LOOSE POLYETHYLENE ENCASEMENT NOT LESS THAN 8 WILS THICK AND INSTALLED IN ACCORDANCE WITH ANSI SPECIFICATION A21.51. EROSION CONTROL NOTES THE EROSION AND TURBIDITY CONTROL MEASURES SHOWN HEREON ARE THE MINIMUM REQUIRED FOR REGULATORY AGENCY PLANS APPROVAL. ADDITIONAL CONTROL AND MEASURES MAY BE REQUIRED DUE TO REGULATORY AGENCY RULES, CONSTRUCTION SEQUENCING AND /OR WEATHER CONDITIONS, ANY ADDITIONAL MEASURES DEEMED NECESSARY BY THE REGULATORY AGENCIES OR BY THE SITE CONTRACTOR BEFORE OR DURING CONSTRUCTION SHALL BE IMPLEMENTED AND MAINTAINED. THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES SELECTED BY THE SITE CONTRACTOR FOR THIS PROJECT SHOULD BE MADE FOLLOWING REVIEW OF THE PLANS AND PROJECT SITE SPECIFIC FACTORS AND AFTER CONSULTATIONS AS NEEDED WITH THE PROJECT ENGINEER AND REGULATORY AGENCIES. SEVERAL FACTORS TO CONSIDER ARE DURATION OF CONSTRUCTION ACTIVITIES, DEPTH OF CUT AND SEPARATION DISTANCE FOR PONDS, TRENCHES, AND UTILITY LINES, CLAY CONTENT IN EXCAVATED MATERIALS, FILL HEIGHT RELATIVE TO NATURAL GRADE AND LENGTH AND STEEPNESS OF THE PROPOSED SLOPES, GROUND WATER LEVELS; TIME OF YEAR RELATIVE TO THE RAINY SEASON; PROXIMITY TO WETLANDS, WATER BODIES OR OFFSITE PROPERTIES; EXISTING TOPOGRAPHY AND DIRECTIONS OF SURFACE FLOW. THE TYPE OF EROSION CONTROL BARRIERS D SHALL USE L BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL MAY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHOULD GENERALLY BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT, THE SITE CONTRACTOR IS RESPONSIBLE FOR HAVING THEIR R N E DEVATE 1 G PLAN AND TURBIDITY CONTROL PLAN APPROVED BY THE APPLICABLE REGULATORY AGENCIES, PRIOR TO CONSTRUCTION, AS NECESSARY. REFER TO THE SITE PERMIT CONDITIONS FOR AGENCIES REQUIRING SUCH REVIEW, APPROVAL AND /OR SEPARATE PERMITS. WHERE PUMPS ARE TO BE USED TO REMOVE WATER FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO DISCHARGE TO WETLANDS. TREATMENT METHODS INCLUDE, FOR EXAMPLE, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE UPLAND VEGETATED AREAS (OTHER THAN UPLAND PRESERVATION AREAS AND WETLAND BUFFERS), SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS OR LOW BERMS, AND KEPT CONFINED UNTIL TURBIDITY LEVELS MEET STATE WATER QUALITY STANDARDS. HAY BALES OR SILT SCREENS SHALL BE INSTALLED PRIOR TO LAND CLEARING TO PROTECT WATER QUALITY AND TO IDENTIFY AREAS TO BE PROTECTED FROM CLEARING ACTIVITIES AND MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL ALL SOIL IS STABILIZED. FLOATING TURBIDITY BARRIERS SHALL BE IN PLACE IN OPEN WATER SYSTEMS PRIOR TO INITIATION OF EARTHWORK AND MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL ALL SOIL IS STABILIZED. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER QUALITY THROUGHOUT THE DURATION OF THE PROJECT. THE SITE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATION, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND PERFORMED SUCH THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER. GRADING OPERATIONS SHALL BE SO SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. EXPOSED SOILS SHOULD BE STABILIZED AS SOON AS POSSIBLE, ESPECIALLY SLOPES LEADING TO WETLANDS. STABILIZATION METHODS INCLUDE SOLID SOD, SEEDING AND MULCHING OR HYDROMULCHING TO PROVIDE A TEMPORARY OR PERMANENT GRASS COVER MULCH BLANKETS, FILTER FABRICS, ETC., CAN BE EMPLOYED TO PROVIDE VEGETATIVE COVER, SHEET FLOW OF NEWLY FILLED OR SCRAPED AREAS MAY BE CONTROLLED OR CONTAINED BY THE USE OF BRUSH BARRIERS, DIVERSION SWALES, INTERCEPTOR DITCHES OR LOW BERMS. FLOW SHOULD BE DIRECTED TOWARD AREAS WHERE SEDIMENTS CAN SUFFICIENTLY SETTLE OUT. SPREADER SWALES MAY HELP DISSIPATE CLOUDY WATER PRIOR TO CONTACT WITH WETLANDS. WATER DERIVED FROM VARIOUS DEWATERING METHODS SHOULD BE PASSED THROUGH SUFFICIENTLY WIDE AREAS OF EXISTING UPLAND VEGETATION TO FILTER OUT EXCESS TURBIDITY IF THIS IS NOT SUFFICIENT, THE WATER SHALL BE RETAINED IN PREVIOUSLY CONSTRUCTED PERMANENT STORMWATER PONDS OR ELSE RETAINED IN TEMPORARY SEDIMENTATION BASINS UNTIL THE CLARITY IS SUITABLE TO ALLOW FOR ITS DISCHARGE. PLUGGING THE OUTFALLS FROM COMPLETED STORMWATER PONDS MAY BE NEEDED TO AVOID DISCHARGE. HOWEVER, SUCH SITUATIONS SHOULD BE MONITORED CLOSELY TO PRECLUDE BERM FAILURE IF WATER LEVELS RISE TOO HIGH. IF THE ABOVE CONTROLS REMAIN INEFFECTIVE IN PRECLUDING RELEASE OF TURBID WATER, ESPECIALLY DURING POND OR UTILITY LINE DEWATERING, THEN THE CONTRACTOR MAY BE COMPELLED TO USE A VERTICAL DEWATERING SYSTEM SUCH AS WELL POINTS OR SOCK DRAINS TO WITHDRAW GROUNDWATER WHICH MAY ALREADY BE CLEAR ENOUGH TO ALLOW FOR DIRECT DISCHARGE TO WETLANDS. ENERGY DISSIPATERS (SUCH AS RIP RAP, A GRAVEL BED, HAY BALES, ETC.) SHALL BE INSTALLED AT THE DISCHARGE POINT OF PIPES OR SWALES IF SCOURING 1S OBSERVED. ATTEMPT TO INSTALL ROADWAY CURB AND GUTTERS AS SOON AS POSSIBLE TO REDUCE THE SURFACE AREA FOR EROSION TO OCCUR. IMPLEMENT STORM DRAIN INLET PROTECTION (HAY BALES OR GRAVEL) TO LIMIT SEDIMENTATION WITHIN THE STORMWATER SYSTEM. PERFORM INSPECTIONS AND PERIODIC CLEANING OF SEDIMENTS WHICH WASH OUT INTO THE STREETS UNTIL ALL SOIL IS STABILIZED. VEHICLE OR EQUIPMENT WASHDOWN AREAS WILL BE SUFFICIENTLY REMOVED FROM WETLANDS OR OFFSITE AREAS. FUGITIVE DUST CONTROLS (PRIMARILY KS SHALL BE EMPLOYED AS NEEDED TO CONTROL WIND80RN EMISSIONS. ( BY USING WATER SPRAY TRUCKS) NO CLAY MATERIAL SHALL BE LEFT EXPOSED IN ANY STORMWATER STORAGE FACILITY. IF CLAY OR SANDY -CLAYS ARE ENCOUNTERED DURING STORMWATER STORAGE EXCAVATION, THE SITE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY BEFORE PROCEEDING WITH FURTHER EXCAVATION, IF THE ENGINEER HAS DETERMINED THAT SUCH SOILS ARE NON - CONFORMING AND MUST BE EXCAVATED TO MEET PERMIT AND DESIGN CONDITIONS, EXCAVATION MAY PROCEED AFTER OBTAINING WRITTEN AUTHORIZATION FROM THE APPROPRIATE LOCAL REGULATORY AGENCY. IF SAID SOILS ARE LEFT EXPOSED AT THE PERMITTED AND DESIGNED DEPTH, THE SITE CONTRACTOR SHALL OVER- EXCAVATE THE POND'S BOTTOM AND SIDE SLOPES BY A MINIMUM OF TWELVE (12� INCHES AND SACKFILL WITH CLEAN SANDS TO HELP PREVENT SUSPENSION OF FINE PARTICLES IN THE WATER COLUMN. EXCEED H WHI 29 N.T.U. S OVER THE BACKGROUND DISCHARGES C IX LEVELS ARE IN VIOLATION OF STATE WATER QUALITY STANDARDS. DISCHARGES OF WATER QUANTITIES WHICH AFFECT OFFSITE PROPERTIES OR MAY DAMAGE WETLANDS ARE ALSO PROHIBITED BY REGULATING AGENCIES. WATER DISCHARGE VELOCITIES FROM IMPOUNDED AREAS AND TEMPORARY SEDIMENTATION BASINS SHALL BE RESTRICTED TO AVOID SCOURING IN RECEIVING AREAS. IF WATER CLARITY DOES NOT REDUCE TO STATE STANDARDS RAPIDLY ENOUGH IN HOLDING PONDS, IT MAY BE POSSIBLE TO USE CHEMICAL AGENTS SUCH AS ALUM TO FLOCCULATE OR COAGULATE THE SEDIMENT PARTICLES. rC MAINTENAN 100 CE BY THE SITE ONGOING INSPECTIONS AND PER CONTRACTOR G SHALL OCCUR THROUGHOUT CONSTRUCTION A N G UT CO STRUC ON S NECESSARY TO E S INSURE THE ABOVE METHOD S ARE WORKING SUITABLY. THIS MAY BE NEEDED DAILY, IF CONDITIONS SO WAR RAN T. SITE CONTRACTORS ARE ENCOURAGED TO OBTAIN AND THOROUGHLY REVIEW THE FLORIDA DEVELOPMENT MANUAL. A GUIDE TO SOUND LAND AND WATER MANAGEMENT, WHICH WAS DEVELOPED BY THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTON IN 1988. THIS PROVIDES FAIRLY IN DEPTH DISCUSSIONS OF RECOMMENDED TECHNIQUES AND ALSO PROVIDES SPECIFIC DESIGN AND TECHNICAL STANDARDS. LEGEND OF SYMBOLS DESCRIPTION BENCHMARK PC CONTROL MARK: Y662 EL 89.7 SITE DATA TOTAL SITE AREA 518728 SF1 11.91 ACRES PROJECIf SITE AREA 315453 SF/ 7.24 ACRES EXISTING'; IMPERVIOUS AREA 416866 SF/ 9.57 ACRES PROPOSED IMPERVIOUS AREA 453223 SF/ 10.40 ACRES EXISTING; "GREEN" AREA 101862 SF/ 2.34 ACRES PROPOSND "GREEN" AREA 65504 SF/ 1.50 ACRES PROPOSED POND AREA 12340 SF/ 0.28 ACRES EXISTING BUILDING S.F. 112,765 S.F. PROPOSED BUILDING S.F. 12,828 S.F. PROPOSED BUILDING HEIGHT MAX 50' SAN - SAN PARKING REQUIRED MEDICAL OFFICE - 11150 S.F. (123,778 S.F.): 825 SPACES O C 11 OFFICE -11200 S.F. (1,815 S.F,): 9 SPACES SANITARY MANHOLE 834 TOTAL SPACES EXISTING PARKING 546 SPACES TOTAL PARKING PROVIDED 662 SPACES (NEW BLDG ADD:12,828 (MEDICAL OFFICE) 1150 =86) COMPACT PARKING PROVIDED 23 SPACES H/C PARKING REQUIRED 17 SPACES H/C PARKING PROVIDED 28 SPACES POTABLE WATER CITY OF ZEPHYRHILLS SANITARY SEWER C17Y OF ZEPHYRHILLS FIRE PROTECTION PUBLIC /PRIVATE REFUSE COLLECTION DUMPSTER PICK -UP CURRENIT ZONING C -2 COMMUNITY COMMERCIAL LAND USE MEDICAL /OFFICE FOLIO NUMBER 02 -26 -21 -0010- 03900 -0020; 02- 26 -21- 0010 - 03900 -0030 F NTROL STRUCTURE EROSION CONTROL NOTES THE EROSION AND TURBIDITY CONTROL MEASURES SHOWN HEREON ARE THE MINIMUM REQUIRED FOR REGULATORY AGENCY PLANS APPROVAL. ADDITIONAL CONTROL AND MEASURES MAY BE REQUIRED DUE TO REGULATORY AGENCY RULES, CONSTRUCTION SEQUENCING AND /OR WEATHER CONDITIONS, ANY ADDITIONAL MEASURES DEEMED NECESSARY BY THE REGULATORY AGENCIES OR BY THE SITE CONTRACTOR BEFORE OR DURING CONSTRUCTION SHALL BE IMPLEMENTED AND MAINTAINED. THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES SELECTED BY THE SITE CONTRACTOR FOR THIS PROJECT SHOULD BE MADE FOLLOWING REVIEW OF THE PLANS AND PROJECT SITE SPECIFIC FACTORS AND AFTER CONSULTATIONS AS NEEDED WITH THE PROJECT ENGINEER AND REGULATORY AGENCIES. SEVERAL FACTORS TO CONSIDER ARE DURATION OF CONSTRUCTION ACTIVITIES, DEPTH OF CUT AND SEPARATION DISTANCE FOR PONDS, TRENCHES, AND UTILITY LINES, CLAY CONTENT IN EXCAVATED MATERIALS, FILL HEIGHT RELATIVE TO NATURAL GRADE AND LENGTH AND STEEPNESS OF THE PROPOSED SLOPES, GROUND WATER LEVELS; TIME OF YEAR RELATIVE TO THE RAINY SEASON; PROXIMITY TO WETLANDS, WATER BODIES OR OFFSITE PROPERTIES; EXISTING TOPOGRAPHY AND DIRECTIONS OF SURFACE FLOW. THE TYPE OF EROSION CONTROL BARRIERS D SHALL USE L BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL MAY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHOULD GENERALLY BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT, THE SITE CONTRACTOR IS RESPONSIBLE FOR HAVING THEIR R N E DEVATE 1 G PLAN AND TURBIDITY CONTROL PLAN APPROVED BY THE APPLICABLE REGULATORY AGENCIES, PRIOR TO CONSTRUCTION, AS NECESSARY. REFER TO THE SITE PERMIT CONDITIONS FOR AGENCIES REQUIRING SUCH REVIEW, APPROVAL AND /OR SEPARATE PERMITS. WHERE PUMPS ARE TO BE USED TO REMOVE WATER FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO DISCHARGE TO WETLANDS. TREATMENT METHODS INCLUDE, FOR EXAMPLE, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE UPLAND VEGETATED AREAS (OTHER THAN UPLAND PRESERVATION AREAS AND WETLAND BUFFERS), SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS OR LOW BERMS, AND KEPT CONFINED UNTIL TURBIDITY LEVELS MEET STATE WATER QUALITY STANDARDS. HAY BALES OR SILT SCREENS SHALL BE INSTALLED PRIOR TO LAND CLEARING TO PROTECT WATER QUALITY AND TO IDENTIFY AREAS TO BE PROTECTED FROM CLEARING ACTIVITIES AND MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL ALL SOIL IS STABILIZED. FLOATING TURBIDITY BARRIERS SHALL BE IN PLACE IN OPEN WATER SYSTEMS PRIOR TO INITIATION OF EARTHWORK AND MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL ALL SOIL IS STABILIZED. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER QUALITY THROUGHOUT THE DURATION OF THE PROJECT. THE SITE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATION, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND PERFORMED SUCH THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER. GRADING OPERATIONS SHALL BE SO SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. EXPOSED SOILS SHOULD BE STABILIZED AS SOON AS POSSIBLE, ESPECIALLY SLOPES LEADING TO WETLANDS. STABILIZATION METHODS INCLUDE SOLID SOD, SEEDING AND MULCHING OR HYDROMULCHING TO PROVIDE A TEMPORARY OR PERMANENT GRASS COVER MULCH BLANKETS, FILTER FABRICS, ETC., CAN BE EMPLOYED TO PROVIDE VEGETATIVE COVER, SHEET FLOW OF NEWLY FILLED OR SCRAPED AREAS MAY BE CONTROLLED OR CONTAINED BY THE USE OF BRUSH BARRIERS, DIVERSION SWALES, INTERCEPTOR DITCHES OR LOW BERMS. FLOW SHOULD BE DIRECTED TOWARD AREAS WHERE SEDIMENTS CAN SUFFICIENTLY SETTLE OUT. SPREADER SWALES MAY HELP DISSIPATE CLOUDY WATER PRIOR TO CONTACT WITH WETLANDS. WATER DERIVED FROM VARIOUS DEWATERING METHODS SHOULD BE PASSED THROUGH SUFFICIENTLY WIDE AREAS OF EXISTING UPLAND VEGETATION TO FILTER OUT EXCESS TURBIDITY IF THIS IS NOT SUFFICIENT, THE WATER SHALL BE RETAINED IN PREVIOUSLY CONSTRUCTED PERMANENT STORMWATER PONDS OR ELSE RETAINED IN TEMPORARY SEDIMENTATION BASINS UNTIL THE CLARITY IS SUITABLE TO ALLOW FOR ITS DISCHARGE. PLUGGING THE OUTFALLS FROM COMPLETED STORMWATER PONDS MAY BE NEEDED TO AVOID DISCHARGE. HOWEVER, SUCH SITUATIONS SHOULD BE MONITORED CLOSELY TO PRECLUDE BERM FAILURE IF WATER LEVELS RISE TOO HIGH. IF THE ABOVE CONTROLS REMAIN INEFFECTIVE IN PRECLUDING RELEASE OF TURBID WATER, ESPECIALLY DURING POND OR UTILITY LINE DEWATERING, THEN THE CONTRACTOR MAY BE COMPELLED TO USE A VERTICAL DEWATERING SYSTEM SUCH AS WELL POINTS OR SOCK DRAINS TO WITHDRAW GROUNDWATER WHICH MAY ALREADY BE CLEAR ENOUGH TO ALLOW FOR DIRECT DISCHARGE TO WETLANDS. ENERGY DISSIPATERS (SUCH AS RIP RAP, A GRAVEL BED, HAY BALES, ETC.) SHALL BE INSTALLED AT THE DISCHARGE POINT OF PIPES OR SWALES IF SCOURING 1S OBSERVED. ATTEMPT TO INSTALL ROADWAY CURB AND GUTTERS AS SOON AS POSSIBLE TO REDUCE THE SURFACE AREA FOR EROSION TO OCCUR. IMPLEMENT STORM DRAIN INLET PROTECTION (HAY BALES OR GRAVEL) TO LIMIT SEDIMENTATION WITHIN THE STORMWATER SYSTEM. PERFORM INSPECTIONS AND PERIODIC CLEANING OF SEDIMENTS WHICH WASH OUT INTO THE STREETS UNTIL ALL SOIL IS STABILIZED. VEHICLE OR EQUIPMENT WASHDOWN AREAS WILL BE SUFFICIENTLY REMOVED FROM WETLANDS OR OFFSITE AREAS. FUGITIVE DUST CONTROLS (PRIMARILY KS SHALL BE EMPLOYED AS NEEDED TO CONTROL WIND80RN EMISSIONS. ( BY USING WATER SPRAY TRUCKS) NO CLAY MATERIAL SHALL BE LEFT EXPOSED IN ANY STORMWATER STORAGE FACILITY. IF CLAY OR SANDY -CLAYS ARE ENCOUNTERED DURING STORMWATER STORAGE EXCAVATION, THE SITE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY BEFORE PROCEEDING WITH FURTHER EXCAVATION, IF THE ENGINEER HAS DETERMINED THAT SUCH SOILS ARE NON - CONFORMING AND MUST BE EXCAVATED TO MEET PERMIT AND DESIGN CONDITIONS, EXCAVATION MAY PROCEED AFTER OBTAINING WRITTEN AUTHORIZATION FROM THE APPROPRIATE LOCAL REGULATORY AGENCY. IF SAID SOILS ARE LEFT EXPOSED AT THE PERMITTED AND DESIGNED DEPTH, THE SITE CONTRACTOR SHALL OVER- EXCAVATE THE POND'S BOTTOM AND SIDE SLOPES BY A MINIMUM OF TWELVE (12� INCHES AND SACKFILL WITH CLEAN SANDS TO HELP PREVENT SUSPENSION OF FINE PARTICLES IN THE WATER COLUMN. EXCEED H WHI 29 N.T.U. S OVER THE BACKGROUND DISCHARGES C IX LEVELS ARE IN VIOLATION OF STATE WATER QUALITY STANDARDS. DISCHARGES OF WATER QUANTITIES WHICH AFFECT OFFSITE PROPERTIES OR MAY DAMAGE WETLANDS ARE ALSO PROHIBITED BY REGULATING AGENCIES. WATER DISCHARGE VELOCITIES FROM IMPOUNDED AREAS AND TEMPORARY SEDIMENTATION BASINS SHALL BE RESTRICTED TO AVOID SCOURING IN RECEIVING AREAS. IF WATER CLARITY DOES NOT REDUCE TO STATE STANDARDS RAPIDLY ENOUGH IN HOLDING PONDS, IT MAY BE POSSIBLE TO USE CHEMICAL AGENTS SUCH AS ALUM TO FLOCCULATE OR COAGULATE THE SEDIMENT PARTICLES. rC MAINTENAN 100 CE BY THE SITE ONGOING INSPECTIONS AND PER CONTRACTOR G SHALL OCCUR THROUGHOUT CONSTRUCTION A N G UT CO STRUC ON S NECESSARY TO E S INSURE THE ABOVE METHOD S ARE WORKING SUITABLY. THIS MAY BE NEEDED DAILY, IF CONDITIONS SO WAR RAN T. SITE CONTRACTORS ARE ENCOURAGED TO OBTAIN AND THOROUGHLY REVIEW THE FLORIDA DEVELOPMENT MANUAL. A GUIDE TO SOUND LAND AND WATER MANAGEMENT, WHICH WAS DEVELOPED BY THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTON IN 1988. THIS PROVIDES FAIRLY IN DEPTH DISCUSSIONS OF RECOMMENDED TECHNIQUES AND ALSO PROVIDES SPECIFIC DESIGN AND TECHNICAL STANDARDS. LEGEND OF SYMBOLS DESCRIPTION BENCHMARK PC CONTROL MARK: Y662 EL 89.7 DATUM NAVD 1988 FLOOD ZONE X PANEL NO, 120235 0005 C TEMPORARY EROSION CONTROL EROSION CONTROL NOTES THE EROSION AND TURBIDITY CONTROL MEASURES SHOWN HEREON ARE THE MINIMUM REQUIRED FOR REGULATORY AGENCY PLANS APPROVAL. ADDITIONAL CONTROL AND MEASURES MAY BE REQUIRED DUE TO REGULATORY AGENCY RULES, CONSTRUCTION SEQUENCING AND /OR WEATHER CONDITIONS, ANY ADDITIONAL MEASURES DEEMED NECESSARY BY THE REGULATORY AGENCIES OR BY THE SITE CONTRACTOR BEFORE OR DURING CONSTRUCTION SHALL BE IMPLEMENTED AND MAINTAINED. THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES SELECTED BY THE SITE CONTRACTOR FOR THIS PROJECT SHOULD BE MADE FOLLOWING REVIEW OF THE PLANS AND PROJECT SITE SPECIFIC FACTORS AND AFTER CONSULTATIONS AS NEEDED WITH THE PROJECT ENGINEER AND REGULATORY AGENCIES. SEVERAL FACTORS TO CONSIDER ARE DURATION OF CONSTRUCTION ACTIVITIES, DEPTH OF CUT AND SEPARATION DISTANCE FOR PONDS, TRENCHES, AND UTILITY LINES, CLAY CONTENT IN EXCAVATED MATERIALS, FILL HEIGHT RELATIVE TO NATURAL GRADE AND LENGTH AND STEEPNESS OF THE PROPOSED SLOPES, GROUND WATER LEVELS; TIME OF YEAR RELATIVE TO THE RAINY SEASON; PROXIMITY TO WETLANDS, WATER BODIES OR OFFSITE PROPERTIES; EXISTING TOPOGRAPHY AND DIRECTIONS OF SURFACE FLOW. THE TYPE OF EROSION CONTROL BARRIERS D SHALL USE L BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL MAY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHOULD GENERALLY BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT, THE SITE CONTRACTOR IS RESPONSIBLE FOR HAVING THEIR R N E DEVATE 1 G PLAN AND TURBIDITY CONTROL PLAN APPROVED BY THE APPLICABLE REGULATORY AGENCIES, PRIOR TO CONSTRUCTION, AS NECESSARY. REFER TO THE SITE PERMIT CONDITIONS FOR AGENCIES REQUIRING SUCH REVIEW, APPROVAL AND /OR SEPARATE PERMITS. WHERE PUMPS ARE TO BE USED TO REMOVE WATER FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO DISCHARGE TO WETLANDS. TREATMENT METHODS INCLUDE, FOR EXAMPLE, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE UPLAND VEGETATED AREAS (OTHER THAN UPLAND PRESERVATION AREAS AND WETLAND BUFFERS), SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS OR LOW BERMS, AND KEPT CONFINED UNTIL TURBIDITY LEVELS MEET STATE WATER QUALITY STANDARDS. HAY BALES OR SILT SCREENS SHALL BE INSTALLED PRIOR TO LAND CLEARING TO PROTECT WATER QUALITY AND TO IDENTIFY AREAS TO BE PROTECTED FROM CLEARING ACTIVITIES AND MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL ALL SOIL IS STABILIZED. FLOATING TURBIDITY BARRIERS SHALL BE IN PLACE IN OPEN WATER SYSTEMS PRIOR TO INITIATION OF EARTHWORK AND MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL ALL SOIL IS STABILIZED. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER QUALITY THROUGHOUT THE DURATION OF THE PROJECT. THE SITE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATION, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND PERFORMED SUCH THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER. GRADING OPERATIONS SHALL BE SO SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. EXPOSED SOILS SHOULD BE STABILIZED AS SOON AS POSSIBLE, ESPECIALLY SLOPES LEADING TO WETLANDS. STABILIZATION METHODS INCLUDE SOLID SOD, SEEDING AND MULCHING OR HYDROMULCHING TO PROVIDE A TEMPORARY OR PERMANENT GRASS COVER MULCH BLANKETS, FILTER FABRICS, ETC., CAN BE EMPLOYED TO PROVIDE VEGETATIVE COVER, SHEET FLOW OF NEWLY FILLED OR SCRAPED AREAS MAY BE CONTROLLED OR CONTAINED BY THE USE OF BRUSH BARRIERS, DIVERSION SWALES, INTERCEPTOR DITCHES OR LOW BERMS. FLOW SHOULD BE DIRECTED TOWARD AREAS WHERE SEDIMENTS CAN SUFFICIENTLY SETTLE OUT. SPREADER SWALES MAY HELP DISSIPATE CLOUDY WATER PRIOR TO CONTACT WITH WETLANDS. WATER DERIVED FROM VARIOUS DEWATERING METHODS SHOULD BE PASSED THROUGH SUFFICIENTLY WIDE AREAS OF EXISTING UPLAND VEGETATION TO FILTER OUT EXCESS TURBIDITY IF THIS IS NOT SUFFICIENT, THE WATER SHALL BE RETAINED IN PREVIOUSLY CONSTRUCTED PERMANENT STORMWATER PONDS OR ELSE RETAINED IN TEMPORARY SEDIMENTATION BASINS UNTIL THE CLARITY IS SUITABLE TO ALLOW FOR ITS DISCHARGE. PLUGGING THE OUTFALLS FROM COMPLETED STORMWATER PONDS MAY BE NEEDED TO AVOID DISCHARGE. HOWEVER, SUCH SITUATIONS SHOULD BE MONITORED CLOSELY TO PRECLUDE BERM FAILURE IF WATER LEVELS RISE TOO HIGH. IF THE ABOVE CONTROLS REMAIN INEFFECTIVE IN PRECLUDING RELEASE OF TURBID WATER, ESPECIALLY DURING POND OR UTILITY LINE DEWATERING, THEN THE CONTRACTOR MAY BE COMPELLED TO USE A VERTICAL DEWATERING SYSTEM SUCH AS WELL POINTS OR SOCK DRAINS TO WITHDRAW GROUNDWATER WHICH MAY ALREADY BE CLEAR ENOUGH TO ALLOW FOR DIRECT DISCHARGE TO WETLANDS. ENERGY DISSIPATERS (SUCH AS RIP RAP, A GRAVEL BED, HAY BALES, ETC.) SHALL BE INSTALLED AT THE DISCHARGE POINT OF PIPES OR SWALES IF SCOURING 1S OBSERVED. ATTEMPT TO INSTALL ROADWAY CURB AND GUTTERS AS SOON AS POSSIBLE TO REDUCE THE SURFACE AREA FOR EROSION TO OCCUR. IMPLEMENT STORM DRAIN INLET PROTECTION (HAY BALES OR GRAVEL) TO LIMIT SEDIMENTATION WITHIN THE STORMWATER SYSTEM. PERFORM INSPECTIONS AND PERIODIC CLEANING OF SEDIMENTS WHICH WASH OUT INTO THE STREETS UNTIL ALL SOIL IS STABILIZED. VEHICLE OR EQUIPMENT WASHDOWN AREAS WILL BE SUFFICIENTLY REMOVED FROM WETLANDS OR OFFSITE AREAS. FUGITIVE DUST CONTROLS (PRIMARILY KS SHALL BE EMPLOYED AS NEEDED TO CONTROL WIND80RN EMISSIONS. ( BY USING WATER SPRAY TRUCKS) NO CLAY MATERIAL SHALL BE LEFT EXPOSED IN ANY STORMWATER STORAGE FACILITY. IF CLAY OR SANDY -CLAYS ARE ENCOUNTERED DURING STORMWATER STORAGE EXCAVATION, THE SITE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY BEFORE PROCEEDING WITH FURTHER EXCAVATION, IF THE ENGINEER HAS DETERMINED THAT SUCH SOILS ARE NON - CONFORMING AND MUST BE EXCAVATED TO MEET PERMIT AND DESIGN CONDITIONS, EXCAVATION MAY PROCEED AFTER OBTAINING WRITTEN AUTHORIZATION FROM THE APPROPRIATE LOCAL REGULATORY AGENCY. IF SAID SOILS ARE LEFT EXPOSED AT THE PERMITTED AND DESIGNED DEPTH, THE SITE CONTRACTOR SHALL OVER- EXCAVATE THE POND'S BOTTOM AND SIDE SLOPES BY A MINIMUM OF TWELVE (12� INCHES AND SACKFILL WITH CLEAN SANDS TO HELP PREVENT SUSPENSION OF FINE PARTICLES IN THE WATER COLUMN. EXCEED H WHI 29 N.T.U. S OVER THE BACKGROUND DISCHARGES C IX LEVELS ARE IN VIOLATION OF STATE WATER QUALITY STANDARDS. DISCHARGES OF WATER QUANTITIES WHICH AFFECT OFFSITE PROPERTIES OR MAY DAMAGE WETLANDS ARE ALSO PROHIBITED BY REGULATING AGENCIES. WATER DISCHARGE VELOCITIES FROM IMPOUNDED AREAS AND TEMPORARY SEDIMENTATION BASINS SHALL BE RESTRICTED TO AVOID SCOURING IN RECEIVING AREAS. IF WATER CLARITY DOES NOT REDUCE TO STATE STANDARDS RAPIDLY ENOUGH IN HOLDING PONDS, IT MAY BE POSSIBLE TO USE CHEMICAL AGENTS SUCH AS ALUM TO FLOCCULATE OR COAGULATE THE SEDIMENT PARTICLES. rC MAINTENAN 100 CE BY THE SITE ONGOING INSPECTIONS AND PER CONTRACTOR G SHALL OCCUR THROUGHOUT CONSTRUCTION A N G UT CO STRUC ON S NECESSARY TO E S INSURE THE ABOVE METHOD S ARE WORKING SUITABLY. THIS MAY BE NEEDED DAILY, IF CONDITIONS SO WAR RAN T. SITE CONTRACTORS ARE ENCOURAGED TO OBTAIN AND THOROUGHLY REVIEW THE FLORIDA DEVELOPMENT MANUAL. A GUIDE TO SOUND LAND AND WATER MANAGEMENT, WHICH WAS DEVELOPED BY THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTON IN 1988. THIS PROVIDES FAIRLY IN DEPTH DISCUSSIONS OF RECOMMENDED TECHNIQUES AND ALSO PROVIDES SPECIFIC DESIGN AND TECHNICAL STANDARDS. LEGEND OF SYMBOLS DESCRIPTION EXISTING NEW PROPERTY LINE TEMPORARY EROSION CONTROL FENCE x - -- -- FIRE HYDRANT yY0 WATER v GATE VALVE x wv GRAVITY SANITARY SEWER SAN - SAN CLEANOUT O C 11 *c.0. SANITARY MANHOLE SAN MHO S GRATE INLET O a MITERED END SECTION SPOT ELEVATION X oo.o ' 21 80 22- g CONCRETE a ; ASPHALT ASPHALT OVERLAY BASE REINFORCEMENT WATER METER w M F NTROL STRUCTURE U z nol h w N Q z W 0 W J Q z Q VI W 0 z Z w O_ n � 0 N m W D V) C7 z W W z CD z W 0 0 n bb LO in N N J X v m 0 Li D z a CL z 0Q za f a d �aM W � Q N�0 aww aMw 0 N a w O Q 0 04 O OZ O IL W N 00 z ITO Z L I DRAWN BY: CHECKED BY: JLB KMB JOB #: 01718.0002 SEC TWP RNG: 02-26S -2 I E DATE: 05-07-10 C -2.0 E c (7 .4 rf I C C, r� - - - - - 11 -1 I t: - 2 c i- - � I U c L, �- 5 I c : - C F - S L c L F L ( I c � L I - ( - - I : I I n ; * I � I ) I I ) - � T I � 5 1 : L) .) 5 ? :) 5: 1) = : i, 5 L> Q 1`4 D 5 11 � ;) � = J i v > 5 0 - I - D 11 D D D 14 0 - - D C) 11 11 n D > "I .N D 0 v -c 1-1 1� - , , - .- -�,Ir-re 'o") n!et ... . ..... -...-.,.-. C to,p -----�-!�- - -- - * - - - - - - -- -,-,* DEMOLITION KEY NOTES - 1.6/1 tj � I Tf-1`P = P - o t hvvast i f -i � e r t ' S" ,, m I) � 3 5 . 4 0 1� � I 'I., -). --, I"- -0F� = �i5 - � RELOCATE EXIST CHU POLE . I ,,, , - ,�,-j-,l 11 "Al- � -`� j ,- "� � I' ��.�'i E S I ;'� � , �1 I 1-1 " e; r L " 8 " ,-I T. I � � : 3 5. 40 � �,� I- � ;,��" 1; �", I � , , I - , I � i�^�l",�,-�.",,��,,IP =� - 711") ,,"�' AS NECESSARY + :V - +, SAWCUT EXISTING PAVEMENT TYP. PROVIDE TEMP. INLET PROTECTION PER FDOT INDEX + I, +, � , �, (SE�,,*iE PLAN SHEET C-3,10) + t� � �' 11, '\ I I (D (SEE SITE PLAN SHEET C-3.0) @ 102 TYP -5.0 & C-9.0) -, ID, � � ,�.,'. � 11� ', . (SEE SWPP PLAN SHEETS C ��';P-`ATE T,'-�-, ""i-E7 .1 ; � (,�') " , it + ,�, + ,�',11 , , I - � � �'� �2 7 , 11 -"' 1 7. - - --- -- -- - - - 61 c: �v. - ' 6 ,.-,, �,-` ,-� - 2 2 >_ �t � . ::.q.-,y.,.--.---- -1-1 .... tAMPHOR 8 l� *� . I., � Ir-1 PROTECT AND MAJNTAIN EXIS77NG CLEANOUT AND , : - I ' ' 3 - " r -" �� I I P ' S, E � � � -S 7 :::: E� 4�' - Cj E ,ncnho e 00, N & , REMOVE AND SALVAGE EXISTING SIGN /POST ") - j -30TH --, �� r � r , - 6 ;-r 0 @ CONNECTED PIPES DURING CONSTRUCTION, ADJUST / I-, 1 5' � w � 1. :3 - 27 ,oc, � �', S, :: I . . . . I. . \ , I �� I-' 0 � - - i - . . . I --- . . - A I . I . . .. i -,(7�L,:� r',, -Icr''r"��i-- 1, . , * .11 - - - -- CLEAN OUT SO THAT TOP IS FLUSH WITH FINISHED 1, - 'E� -',"�,r�� " ,,, + . " - "I --- - �') 9, ...... .. - (� . . ....... _.: I ... - ------------- � \ :S -� " L-J- L_j � � ,��+ 4 M -1 - C�'D `] 6 GRADE. 11" .- 8 71. �� 9 (,fGte t"-�jp nlel� � , c1loy = all. . . I , �` I 'JR � zl , - EXISTING CONCRETE TO BE REMOVED. // : �-) �) - ----,-,-:; \ T-, �� , � - ve - ,� " c I a , ,�, =- E, - . 9 I Q,� � 1'�, I " ,N� '� I- / c, � n v ,-I- t f ,, " c o v = 814 . 1 �! ----,-T--"-- �5 ,,, . 1: ,1-6-11 � I a , i i I ,,��, .1� 'a ��' : � 1� - � ,+ , f, ". , (�) ,.--- - ') , + ,� ��' - - - - - - I I i p \ I'� ;� - -, -,,, ,�Q) � 9 ,�, It � ,:", wM t ,r�)rr f,,,,,- -�, I " - � ,.�. EXISTING STORM INLET TO BE REMOVED 11 I \ '3. "), �0, 4" 1)'I/C --;-- ..'D -- 1-1 1, i- ,�"(- �, I" -,�,-,�,r ��,j 1 -7 ,,- -T- "D = Qa.� ; sill-tor", rr1cn1,)f,�!,,-*� - - I ,,,/. I r, %I ,�!,! ��- �-Q\,' -.::: I e �-� 3 f: I n v e r'. I ��" �! I., 11 , I , - s o r,! y X2 � + " I �% � . 1-% 1-1 d, i,� � I 21F� I I I . � � - . , I I i,.,,� - , � " I 8 (SEE SHEET DRAINAGE SHEET C-4.0) I , I , " I , 1� 0 EXISTING TREES TO BE REMOVED TYP- , i. 'n vt'.., r t -1. " r� �, c .-. ,'� L� _5 (I ,,,I ,e 3 t :riv-�r 1 = o"I. IQ I I I . . I '110 t ,,�-,�, - 1% c 1 - z� -1. + , - - 9i �4�-7 16 6-'11- t - SEE LANDSCAPE SHEET 0) I/ : I- - 8 " ,- ,,- v = I� � . 1, � 1, �� - 1 .0 '') + �'-, + ..�4Z., - 1�. ,��, EXISTING STORM PIPE TO BE REMOVED t- I : j S�, 1��,,�'r - � ,I - - \ (� . -@ . ,�:, + --� � I I 15' UTILITY� -FASP�AT' I I `-% &� c',t., I ('RATE TOP ! � �'! `:*'T i ' 1, 1 3 I., 1 \ ,,, I c� � "� '+ "I �', - � I ! � s, nv�-n-T 8" c I cr./ -. � �3 - � � � `;�) L ��. 1 4, %,-. + , 1>1 EXISTING CANOPY(S) TO BE REMOVED. @ DRAINAGE SHEET C-4.0) ,,, 'i ,,, ... / , I � ; �� b.l I I , I I � > 1�1;,:� I -�; ,)� -- . ), - (SEE DR , - P - S '. (" 4, : � S Z� 1- �,,) � 11 "') I I -P I . � 11 , ,!� . , ?'�' ,,�\ +1,11 ��11 .1 c"\\,-, I ") ) ol + 1- + I I . � . I � � . (�) / vv,�'. � + +�, / up I � .1� 11 � +1 1+ , I .1 . 6 , - !:-� " t ,� I " ::- '� �� '� �� - 1), / - i () 1� �, �1' 1.') , i '17' -. , - ", " FAST 1 1\!',1 F I ; 01,0,-�,,), , ; + o�� " �- . I ._ F,� T I _ I I - I ItAl" KLUG EXIST " < 0 a NII/ I , "I .1 I , � � - ; ') ;!� - w � 31 S STU , ,� � i -.1 - i � � I ,., " � � .1 I.; N i 0 + + �� 1; 29* ,,�-, . '2') � i I - -i- -..! + I ---;-----^ - -- - - - - -- � . - I " 18 " X-'t6 " (I,V, "' ' `:', v`, E',-.-) " = ;�', ",," - [ � r' H, GkA�i INLET (E) INVERT -- TREE BARRICADE TYP. � , 4 �, � -- - -- +�' I -� - - I -� I \ 14 EXISTING ABADONED WATER SERVICE TO BE /I ' i , " , �11 I , I I ! ') � .", �-j! I F t � + 1, . I . ' - (�) @ ", ( ) '8"X�56" C I%` P'S S CC I �' - T- z--4 8,--" - 6 9 BOTH '. s 1-� -) r, No! i A , � , , , 0 I I + � :�11 � - "' ''I" I - -1 REMOVED. CONTRACTOR TO COORDINATE WATER "I ,2 1 1,2 i i, I i i - � I • � , X/ --z � I ,.t \ �,+ � -) IAJI'rU THE f11TV , ,�.;K ; ",": i I I I i 13 4 11 K 11 � -),�, El 1 7" 7fian- loov a 1 ,Q� � N ice' . - -.46- - i --- -k -z- 0 � , !? I A - �- 5' iNGR 1, ,4 1 , , 1, I. " .." : I 1. I ,�'; , -, ' Mr-1r-rN r-lr_mvy^f- � r / WO� , * x ,1 - � ( - , C U ,� A I I I *1, I . rA �. .-, J"�, 1) � �� ,.,�) ,(" i " 1 -, p/0 �, % I :, ,,�' ,�'i ' "�' 1�1 � .. �>. , "r I : I I \ � I , 0: , I '�, I L TI MANHOLE DURING bFP , �', m- , 11 .1 i p I I Itf ,,� lr� r�� )\ c� - , < . , , Q J7 -LUSH : � I •" '? -�,'v ,�� I , b .8c", �` up i \ + �, . /I . �-11 ro '� -A "I � "I I , � .. , �, ... 4 1 , �� - Ino ,,V ,� CONSTRUCTION, ADJUST TOP SO THAT TOP IS F �, . • ----"T", ---------i-- inc� • --. . .j n ino ino into - Ino I ino I jn�p- Ino - Ino - Ino -) 11 no_ �.� 11 WITH FINISHED GRADE. --- 11 -111 6 TrTr - I I - A, ??, Q \�,+ ,7-- � , 11 r: EXISTING MOBILE HOME. ENTRANCE/RAMP, & WOODEN P -V,,�, 11, , 1, �\, , " ""� -\ �, I" /\ -- /\, \ /, '/\ I, - ,� /, 1i I / \ , , ♦- - .� - +' 0 FENCE TO BE REMOVED (SEE DEMOL17ION NOTES) v , IN ) � ,41N /\/ \Z��, \/\,/, - I . - /11 \/� /\ A / \ / / < �, sgn 1") + ,,,, ` I (�, �'D, I , + + / I / vs \ I \ /\" /\/\ /> ,/\ I , . - �,�, ,�', ,�,�'., 'll" . C-1, \ -v- -,- I", + '. + �?, , :, . 'b1l'. � + - - ,�,�, + I I U- '� I. 1\ , - x \,/ / \ K ,/ ,,� V \ ,,/ ,\ , + '�� - c��! PROTECT AND MNTAJN GENERATOR AND OXYGEN TANKS . I \, 116vl� I V/S� - " / '\' �116\ 60 Z� �) " /, ,�@ rf I , I + ' 8 GRAVE @ \ �, �>, + + 1-�"\ � e�ARK '�' ��, I I ,.6 Gr I ,, c p - 8�n. 44 . , �f , � + �, � � (I� AREA +e"----'-- t-�-4�� ."'- DURING CONSTRUCTION. �-�,�- , �- " T'� f /4, S A \ X\ /, - /\ < x K, \ sign Q, ; t ,� , E�,p ' , El , , �Wl� 1�,r ,� , /.; /",� ,) TO, p ep ��, \ /,� ��', , �^- / - ��, -��\ - , OR9 , EXISTING FIRE HYDRANT TO BE REMOVED AND 'j, �-/ / , , ��, \, � . / /\ /\ / ,79, � e . �11 - . -� 2.,"); I / -,�� I - .. I -) \/ \"5>, " \ / ,_\ /^\ / - \ / I + � i NEW PARKING LVI 9, lRyCTION -,erll 3 " �� i j,� z::- 8 ` IC O RELOCATED. EXISTING BOLLARDS TO BE REMOVED. I I I \ I �\ - ,<X� ", -1 �, 1,� 1777777- /11 /�' , lq�-' 1 15 ��, I , - -1 . b'; "I r , 1� 21 ,q r, , /I -1 I - Sj� -,t- , \/ - ! -t , . 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LP �' 11 11 + I , \ `b,: 1, I I 'I) �, 11 nl�orv, �r.;1-� . -1 - 'b,Nl , I .,e,�, , . / , I i r, is- r�,bfi�-v -, S 0 - n ", ,��, � �� ) co I b C�l i-, ") I o ---I I t � � + 2, 5, , 11 � � 11p + Y -�\ k I;- . I I t + � +, + " �11' 11 'b . 16� 161 L-f:c)r:dci po-c-r t,ox "I 1\ 1-6 "� -1 1� \ . "I" cif. R�l . � (`�11 . i \ , aluminum sheds I'll. \ 11 11, i � � , t I, - - ,s cr . toi,��__ ni o r - I .c)!e 1-- .-... 0-7 (I. n LEGEND L/ '\ /\ /, , \ /\ .,v, /\ I ", \/\ ASPHALT TO BE / /' III V, / \' ` / I OVERLAID (SEE SHEET C-3.0) ASPHALT TO BE REMOVED DEMOLITION NOTES: CONTRACTOR SHALL COORDINATE THE WORK SHOWN HEREON WITH THE ARCHITECTURAL PLANS PRIOR TO DEMOLITION. CONTRACTOR SHALL PROVIDE PUMPS AND TEMPORARY PIPING AS REQUIRED TO MAINTAIN A FUNCTIONAL EFFECTIVE STORMWATER COLLECTION SYSTEM DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. DEMOLITION WORK SHALL NOT BE LIMITED TO THESE DOCUMENTS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND EXTENT OF REMOVAL OF ITEMS SHOWN PRIOR TO USING THIS INFORMATION FOR BID PURPOSES. ANY STRUCTURE NOT SHOWN TO BE REMOVED IS TO REMAIN UNLESS OTHERWISE INSTRUCTED BY THE OWNER OR ARCHITECT, OR REQUIRED BY FIELD CONDITIONS. CONTRACTOR TO COMPLETELY REMOVE EXISTING ITEMS ON SITE INCLUDING BUILDINGS, CURBS, CONCRETE AND EXISTING UTILITIES AS SHOWN AND NECESSARY TO ALLOW FOR NEW CONSTRUCTION. LOCAL CODES APPLY FOR ANY DEMOLITION SHOWN HEREON. A SEPARATE PERMIT FOR THE DEMOLITION OF EXISTING BUILDINGS SHALL BE 08TAINED BY THE TRACTOR PRIOR TO STARTING WORK. EARLY IN THE CONSTRUCTION PROCESS THE CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANIES FOR ANY UTILITIES SHOWN TO BE REMOVED OR RELOCATED TO AVOID ANY DELAYS. CONTRACTOR TO FIELD COORDINATE PHASING OF ALL DEMOLITION AND CONSTRUCTION TO LIMIT INTERRUPTION OF TRAFFIC FLOW AND DAILY OPERATIONS. CONTACT ENGINEER IMMEDIATELY IF ANY UNDERGROUND STRUCTURES, FOUND DURING EXCAVATION, IMPEDE THE COMPLETION OF CONSTRUCTION AS SHOWN. SOME ITEMS SHOWN TO BE REMOVED MAY NEED TO BE RELOCATED TO OTHER AREAS ON SITE AT THE REQUEST OF THE OWNER. CONTRACTOR TO FIELD COORDINATE. THERE MAY BE EXISTING IRRIGATION LINES .IN THE AREA OF WORK THAT NEED TO BE REMOVED AND /OR RELOCATED, THAT ARE NOT SHOWN HEREON. CONTRACTOR TO FIELD VERIFY THE EXTENT OF IRRIGATION WORK TO BE PERFORMED PRIOR TO BID OR PROVIDE A REASONABLE ALLOWANCE AS NECESSARY. CONTRACTOR TO COORDINATE RELOCATION WITH OWNER OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. - FA IN Z 0 F I 0 37 W Q � M I I w = Y) p x c') Z X 0 0 Lr) a: :) H Lo, z LJ a Uj > cr w 0 U) < .9 . if) (D C) n 11) Lr) (D ;7 6 (1) (16 ) if) to - N N � a U 0 � z - �- 11i > � . 11 �, co 06 in IN it: (D 11 8 -j z � - cr- D Lj LIJ � z L1.1 LLJ � 0 to 0 z 10 - �(1) 0) z (D � l2. Z 0 x � � - Uj Fi � (A 4 *4 e4 *0 11 0 tn 0aM M W�Q. 111111111111111 cy N 04 V, 0 1 H 4 4 W W4 ��a 04 , 00 w 04 XMa kn 111111111111111 �" aMw 0 N *4 W4 0 - - N , , 1`1 6 7 0 0 1 0 0 1 0 Ti 7 � 0) - 61 1 1 1 1 LLJ CL N (3) --- i V) --� :) (\J z )-- 00 � M Z -, K III ,�cr', > U W Y DRAWN BY: CHECKED BY: JLB I KMB Joe #: 01718.0002 . SEC TWP RNG: . - 02-26S-2 I E DATE: 05-07-10 . C-3.0 CL rn d- r!i I 0 N rj m s 0 z Q J W F- v 3 z a J o_ w C 0 V c 0 i 0 0 c w i U 0 V Q) 2 V, r s 0 N c c c i U s L Q `a C a c c c c C c v rr c i c a _c ASPHALT OVERLAY NOTES +) BEFORE CONSTRUCTION BEGINS CONTRACTOR SHALL OBTAIN SUFFICIENT INFORMATION NECESSARY TO IDENTIFY ALL EXISTING HIGH AND LOW POINTS AND EXISTING PARKING SPACE STRIPING. OBTAINING A PHOTOGRAPHIC RECORD IS RECOMMENDED. +) COORDINATE MAINTENANCE OF TRAFFIC AND CONSTRUCTION SEQUENCE WITH OWNER. +) MILL OR LEVEL AREAS OF ASPHALT PAVEMENT AS REQUIRED TO PRODUCE AN EVEN SURFACE (APPROXIMATELY 235,600 SF). +) SEAL ALL CRACKS AS NECESSARY. +) SWEEP CLEAN ALL PAVEMENT AREAS OF DUST AND DIRT AS REQUIRED FOR A GOOD CONTACT SURFACE FOR THE ASPHALT OVERLAY. +) ASPHALT PATCH AREAS AS REQUIRED TO PRODUCE A SMOOTH SURFACE FOR ASPHALT OVERLAY AND AN EVEN SURFACE WITH SURROUNDING ASPHALT. FULL DEPTH PATCHING SHOULD BE PERFORMED INCLUDING REMOVAL OF POOR BASE AND /OR SUBGRADE AND REPLACEMENT WITH APPROPRIATE MATERIALS, COMPACTED TO TYPICAL STANDARDS. DUMPSTER ENCLOSURE NOTES THE CONSTRUCTION OF ALL DUMPSTER ENCLOSURES SHALL COMPLY WITH THE FOLLOWING MINIMUM CRITERIA ALL DUMPSTER ENCLOSURES SHALL BE PERMITTED AND INCLUDE A DETAILED SITE PLAN: THE SITE PLAN SHALL SHOW THE PROPOSED LOCATION ON THE SITE TO INCLUDE ANY EXISTING OVERHEAD UTILITIES. THE DUMPSTER ENCLOSURE SHALL BE DESIGNED AND CONSTRUCTED AS PER THE SPECIFICATIONS CONTAINED HEREIN. THE DUMPSTER ENCLOSURES SHALL BE FIELD LOCATED" PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REQUEST A MANDATORY 11i LOCATE' INSPECTION BY CALLING THE SANITATION DEPARTMENT AT 813 - 780 -0022 FAILURE TO REQUEST A 77L7A LOCATED' MAY RESULT IN RELOCATION AT THE OWNERIWIiIELOPER'S OPENSE, d RELOCATE OHU POLE OMPACT PARKING CONC DUMPSTER P AS NECESSARY TO SPACE 9'X 16' TYP. AND ENCLOSURE CLEAR RETAINING WALL (SEE NOTES & DETAILS) STRAIGHT CURB 365 LF - CONC RETAINING WALL TYP. FOOTER E GRADING PLAN SHEET C5.0 t s w m AND ARCH PLANS) 11 "� 27 6 27 5 2 2 -- c J _ CAMP O 8 r'.' n C o c , ;r L� i�l� 3U11i1 r. I. _'1- 1 'C _.._ d�.__ w _ are anh �I�` F` co (. R1 -1 RELOCATED I 15' UTILITY EASEMENT (D) 7.T 24" WHITE N. ! 1, :. ,. 3 STOP R t FIRE HYDRANT STANDARD PARKING 24.0 .o, TYP. TYP. Bg n.S UP Og O o I SPACE 9'X 20' TYP. BURCH 5 0 N I� Q ( /� I:; 17t 11 5 . 2' A +) PROVIDE LIGHT TACK COAT (OR FOG COAT) IMMEDIATELY AFTER FP ;`2 ; 3c "' RRY 6 CLEANING THE SURFACE. I 4 E. t' -- 24.0'- GA • n Ino Ino Ino r Ino In _ I o� o no ff",tcr Ino - In In Ino - +) PROVIDE 1' MIN ASPHALT OVERLAY FOR APPROXIMATELY 235,600 SF eol 21 Un n P ,u : r xx ✓ i, / \ \" / K >> �- -27.0' -� 1 -1 0 0 �GA OF ASPHALT PAVEMENT / r \ ( \ v %x� v Sol �- �� BO EAS]IF]IT , laR rw> ra Aso) j \ o / ll V- /`\ / u ,. T �! / T -..y v: y... v- V / /\, 60 - P ® \ y v < / %C°? x / \ X ;�, X / �gC \ x / \ X :� i" / A :< V! .... / V : V ( !V /' \ � �1 r i o RECONSTRUCT ALL IXISIING HIGH AND LOW POINTS AS NECESSARY t0 - \ i \/ / x ' ,\ IM %\ \ / /\ . \ \ i' .h h �x x x �a n �C / " \ CD p up o8 4 RECREATE EXISTING SURFACE FLOW PATTERNS, EXCEPT WHERE NOTED TO ` ' -� \ / x C \ , \ y \ -- \, �J' U I�JIJ M 24.0 ` e . ! r , v r r .: c, AL y ::.: 8 - ; BE REGRADED. SEE GRADING PLAN SHEET C5.0 FOR NEW ELEVATIONS. y ` / B'" x \ 'o w / o /y x / \ x x / \ X k X \ "t \ x it X \ ,, v.. irlve ;'t 8" (`o = 82.U9 +) ALL AREAS ADJACENT TO EXISTING CONCRETE SIDEWALKS, WHERE THE oe hry 1� c� /\ ✓ / / \/ \ \/ / \/\ / \i \ \ w \j ya. NEW OVERLAY WILL BE CONSTRUCTED SHALL BE MILLED AS NECESSARY TO ti 9 6 / / x / \, - l / u \ '�,\/ / \ / \ �` \ i , , / / / ! 7.7 r, „ n x / \ x x ENSURE CONSISTENT COVEREAGE WITH OVERLAY WHILE MATCHING EXISTING �� o0a� GRADES AT THE ADJACENT SIDEWALK. / / v , / n"�v i x� i y i x / v '< x / v ' ✓v m. o� x �, / \ /�C �\ yFi �X� \ x x \ u /,� \ ✓� !. ,,\ x ;< ,� nsaHnu : �. \/ i/ ' PROVIDE SIGN STATING \ / >\ /\, /\ \/ ,' / �/. ,\ ,, / +) RE- STRIPE ALL SPACES AND PAVEMENT MARKINGS AS GENERALLY / n \ `/ X \ E FDC'S USE &THE BUILDING / DEPICTED ON THE SITE PLAN, ACCORDING TO THE EXISTING CONDITIONS ✓ / i \ / , ! i / i;x... \..• < ( \/ x \ ` /\ C� E T/ o y \ \ ` ; BEING SERVED BY IT /. < / " HANDICAP SPACES � 6��° ��. � � � � v vl � , � r ,, n s f o rrn „r , �y / : v yw v � n, " / ANDIOR TO MEET CURRENT LOCAL & STATE CODES (IE HANDIW� \ / / , \ / \ \ \ / > R1 -1 all 5 r c i'• fi Ic 8 15.0' v/ .•'v" �5 w � 4,: r :ji, TYP X v�� v % x I• /v > x _ PER MOST RECENT ADA MANUAL AND MINIMUM 9 x20 REGULAR SPACES % �� v �y v / � v T : / v / y v C/ ` } /A v y '� / , A PER CITY OF ZEPHYRHILLS CODES). , y ti i > < i 77 v /_� 4 tPV�y,6 iii y / v ACCS(BLix`'P, KINGi '•w Jr rp � - � j X' ;� " v /A, ;�� / /� i ,� , v�t�'J �� /� �,`S�"�T� /'`-j� �� ` ". <,< -..� �r'�i� -- �•P,� �X o. a. v/ ora`�,n:er y /� / / / V'\ V/ \ ,/\ / /D06) REINSTALL ALL WHEEL STOPS REMOVED DURING CONSTRUCTION. ALL a 34.12'i WHEEL STOPS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT �` y `, v (' PO %%> !Nv �° e� 3 / 25.3' PROVIDE SIGN STATING PROVIDIE SIGN STATING ;4 / \ / \ / ! / ! M CONTRACTORS EXPENSE o 1 ' \ ,� /v, % % v / �V \/ , /�lC ��o V v V A\ \ , x � THE FOC S USE &THE BUILDING 'THE FOC S USE �, i � � • / �/` /v ;, � v �'` ' ` �i +) S -Alf PAVEMENT IS AN ACCEPTABLE SURFACING MAl1:RIU. �o° �� x BEING SERVED BY IT dk THE BUILDING /< x i / '/ \ / i -- '/ BEING: SERVED BY fT v � v 11,11111111111114 LIJ M Q F^ _ 0 FI Q II� O a ° w Ln a c G z ° W w w o: Z O U R1-1 244 LF - CONC RETAINING WALL (SEE GRADING PLAN SHEET C5.0) z a 0 w w Li Li U "L O ,no ---- T Ino sgn Li CURB BO! 1 - Y . \� ,< n • . !" �' r -` - - - - - ^=-- •- - - - - -L '. �. - �T • ` i 1\n° ��./ �' v �/ vv /`:v/� EE PLUMB PLAN N FLU H I \A Y K ;on!tnr,,, lnnnc.c, CONTIUATION W/ DWS TYP. �� c° ONE STORY MASONRY BUILDING FI NISH RI-1 > N _ to , - `3 ;i. Vic. CONC SIDEWALK 12,828 S.F. O FLOOR ELEVATION = 89.28 8' :lav = 82 �� 1 <s W/ PLANTERS ONE-STORY i �- > \ ,� °' S 3 , 6 3 9 E SQUARE FEET „',V n v e r r F ° � �, = � % o <> , (SEE DETAILS & MEDICAL OFFICE ! ' BUILDING F L DDS ON r �V ARCH PLAN) FIRE ES X < WHITE STRIPES 2' O.C. / \ > • "�/ LP x y ® 45' WITH THE WORDS 12 �' "FIRE LANE NO PARKING" SIDEWALK FL • I l v �� iu PAINTED IN WHITE (AS SHOWWN) \ } y W/ PLANTERS j SEE PLUMB PLAN-1 o p• x \'} - -- - - - - - -- - --- - - - - -- SEE NOTES _-------------- - - - - -- / \x< r' ARCH PLAN) & j FOR CONTIUATION ' o• \ o � �' w wI �vl•�� /' C C C C - -U -- £ -- = - -T`- - e - - - -G- -c - -� -- C C C r � /, \/\ ' i ,\ x� i\,' \, 7 /\ \`\ r� �/ i /<i\ / y ', y \ \n .. ,� i\ /\, /SxLT / \' , ,\ \ • . ,� /ACESSI LE'P KI �, \J / { 29.64 9 5 f? ' _ GENERATOR AREA , I \, 0' \ / \Y \/. < \/, /.50 x / \ 2 288` i \ v 6 WHITE STRIPES 2 O.C. UP \ • 7 BA i i , A f� / A / / I: A `� K > k/ A' x A ✓ '/ / X / \ x x831 \ X . /\ / ✓V 'v / /A ' /A A r , / x x x x v .S'Pf1Cf'� 1 X },TlvP. ,> v v h /v , . rv, x ,y, , ti - - - . x /v x ,v , / . l h f, /, i x >. x X n \ / ,\ / \ i x / x \ /38. 9' i\ \/ \i \ \i47\ ' y ; \/\/� /�< < \\ i4 ?.45'; \/ i\ / , \ / <,,\ \ \,� /., \ /��\ \ i n /\ x \\ / x \ \ / x \ x \ � x 0 45' WITH THE WORDS (SEE MECHANICAL) 5 } \/\ /� < < / !�" < / y \; < \ / \) , / u \� x < r\ < / r r \ �v /� ✓'\: :5 frYl'' uu i�/ /\/ \ n n; <n�< FIRE LANE NO PARKING* / \ i �; i /;' } \/ \' / " i / n n \i C ; "' \ \ �\ \i •. ; \ \ h /\ / y} i�i / \/ ' \ / ,M =\ PAINTED IN WHITE AS SHOWN MEDICAL GAS AREA P / \ \ / % \ \ \ \ \� \ / , . /\. \/ \; \ / w /\ / \ S1 j46 �,\ \ \ / \/ , ., \/ i,/\ \ ( ) SEE MECHANICAL 10.0 xC y �.\ � � � , (SEE NOTES) � \ g9� ♦ Sri riy/ \ V \ i n \ \; % \ % / \' / . \ ✓ '\ X -' x / \ u x y \ \ / \/ \ 4 / x X x '1T/ 'F� </ . �� \ /� :�..�: ,� ^ \ III 111111111111 x I m I x \/\ NEW LANDSCAPE !SCAN i \ o � � \ � \ /\ii )C \ \ , `. i , �R 'x . // � � � � •' �>' , , \ \ ',,✓ \ `'� AQ �.� / \. 13 9.61 20 �• FLARED RAMP PER / X/ v y v �< y xv r v ` 4 �i u� u / r.� / v;� v/ x x ,��' /vy FDOT INDEX 304 (CR1) \ y \ y \ \ < < / / , \ / \. . /\ \ , \ /\ \ \ = y / \ A\ I I I I I I I I I I I I STRIPED FIRE LANE V) � \ \ /\ ,,y /. fix\ •y /XI //\ /\ "\/ /v u\ x � /u \�� \ \ °� /xy \ \'I/ \ �'� } ECONFlGURED ( x �- = - 9 / \ x / / - h r / \ -- / x / / \� \ \' / \ ' ' 6" WHITE STRIPES - 2' O.C. W - x \ / RY DETENTION �'\ /, x x /\ /` ; x / \ •ice < ,\ ,' \ !, /\/ /\ , / / \ \ x \ 9 / ®45' WITH THE WO S z z �' i. i - POND \ / \ < v \ice = \ u v �� u u T �\ �= \> , \ \ \ a �-T-a N / a o a TOO = 88.5 / / , \® g, ' /. x, \ / } / / / '/ x \ / x u ' \ /\ / , \x /\ \Y. \ / \ \ X X < 5 C�NC/ MR < / \, , x �C. / / FIRE LANE NO PAR NG 0 \� TOS = 83.5 j > \ \ ^ /\ �' . , \ \ . /. ; \_ - _ \ \ / \ \' \,v \ / f n ,' /\ \x /\ , r �y/ • W } . PAINTED IN WHITE AS SHOWN) 0 pp y . y' x "x u , ' \,, x ✓ ,' v r ,y .( i / u , .x \/ \,'. ' \/ \ i / ✓ \i ��,�� n. -� SEE NOTES / _ x \ \ / ° �/ i \ \ i� \ ^ \ �/ STANDARt PARXIN,G\ c /\ / . \ k x o �n x < Q I I` _ _ I 4 \/ i`/ x y F/ Y\ / , x 'x `/ x\ /< ,u x x �U i �<' \' < y, l 'u i x �!C\/ 1 Uo p I� z ii' O \ p a 2 D` \/ /`\/ l, \ \\ / /\' �( \/ /\ /', �' �!. /\/•,,.\ .�- �/�•�� /.• X i .< `� / iC i vt 2 'z = _ ry m ', / x x u x v y ,� iv /� vi • , <� yv, 1 DETECTABLE WARNING Q v/ UP �' 'y \ / \ / u ,� \ / x x \' ter,' SURFACE (DNS) TYP. ] ,.,v / i v i / 1 buisness sign /�/ / \� , / \/ \ /\ /\ \ / i \ '\� \ x x < h \/ ��`-x- \ 7\ \� C1 w / X /\'/ /\ \ ✓�� \ ✓,<, /� ✓\ice \ ; \ ? \,,,;\,'/ \ /\ \ /\ >. � �, ; /\ i\ a fx a. V) �\ /� ,\ \, \�,�,.n\ /,gin\ / / /� \i� n / \,'i" \ n \ /xxx< \ �xY\ u \' \. \' o.' r ,_Ic_ /. \ \ / �' \ x . n i r \ x n \ r C, ' II I . \' /\ \ %�� k \ ' /v\' /\ !'. \/ \' /\ /\i�. / \ /i\ y /\; /\ /\ ^ / \ /` /\ Q t� J'v ^P k / x \! • �. -.�.�. ...... -....J i\ % X x ,ti \ < h > \ , \` \,�� x / x X C X k x \� \ % x \ / x/\ /\,. i x <� \/. 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I I AS's T + <�` Z� I? . +,(�, � �� (j "'t, - 11�11`) Z, " -t- �", + lb , /� I 1�1 4�1' � tL - - - �.>: bl, i � ,� . 1, 2X SLOP"E44AX . I I , " I (� , i� . 'K, . 0 ACCESSIBLE � c..') . 11 �� +�� " per-- ��11 ", __b � " 11�_, �_ . , ;: I ,�. e)?7' 1 . 1111!*', + ..,.PARKIN AREA,9D TYP. ' ,z>' - +11 1�1 � 0 ,, + � ,� ,,9. b, + ,�, "') 19 11 I -; _.,k',,�. ,�)11. d,�, $ " I ' 0� + � , . , , '11, I :- 1� I �� 11 �,') � . . , . , I , `� 4 �7�,` ��, .. , 11 "o;? . [�, ..�_.I__ + L & �& _ A&, �), 11 I I 1 2 24 , I t, �,, + + _'; Z�� ly" (�_ �\ ! Z�� I" \ � o > 11 I ,<_" -01 I �, 3.5 24 'D _ �� * A I ") - , I I ", ', 1, + -- + ') \ , I I / I ') ,\ . lz�' 11 11 .,+ �, �, -1 , I I 11 , + + ,l�� , . ;1 �, i ,.�,,�, �_,, \�, I i 11" - -�_, i - 4 1 ' + f) ro LLJ ,:, , - " ,�; , I + 01 � I 0 E lt�,,,!�� I \ ,� ; - - , I � , - DRI TEST - % + '' I �. ,ir� 1. I \ I I I "-i,� , - 1 � I . RECONFIGURED +,?� - _>"' I " , � i " 1 ,,2')' 18' � I -;)'s; r-�-)rti- = e �,':i'[ : - tir p +1 / , D, I ,) +-�,,�' . t, ( I , i ' +1 , I 1, 1 . , , 1 \4,� + � 1:1 ^ 1�2t I , (> V - ' , � DRY DErENTION I - \ � I'll ''t , - 1, �1104 .. 11 .!+- I + "o ,I " 25" rTTet \\ 1�1 PROVIDE SILT FENCE 11' . POND "' ' ` ,.:)! ,,,� e c: t = & �- 0 1\ ,11 ............. I - I . � WAMZURW-:=-- 1- PER FDOT INDEX 102 TYP. I TOO = 88.5 i -Z ST�OL— S M 1�, ,; 1 411� C� 1 �7 __& TM __ STM — STM —!!�:i!: ELZ=EE (eD 11 • TOS = 83.5 I ___11 �-T :1 CONNECT 19* x ,300 D, I I I � ! , I ,-, ; - 1.1 ,,, +��, ,. � I I - , (SEE DETAIL) � ;;; '� �', (ER> 17 STORM TO EXIST ��: \ 11", 5 ,�� 'I', . t i +0 i ) 0 . ,�, , M , _ � 11 I GRATE "I 21 1 1 �-' ,- .,��+,,, 1 ,' �, 21-,+"). b- >- �, I I I `**N� 1k I ��, I INLET 0 : ,/ 0 INV EL = 83.91 , w I < C , .. -31 1 +,�, / / (_�? < - I (D . I.- - - - --n-le L ,,; + � , ? 19 & RAISE TOP TO (-5&' z Li I, 1, i I., & I o�_ . Of . (Eg> " 1 ,8,2, - , ��t fl�w - - I ) I I I r , -, , " , , , I I T, UP _r - , � ,'�t - .to I . "I T-1 �� L461� I I � , . P EL = 871-1 !nSj, ._4�� I I I l�, .0 , "I'll 1e) .; G WALL CONTROL STRUCTURE . I + 1�1 .. + ',�, LU I W/ CONC ..., +11? ��, . . I I 11��` _02� FLUME i .. 4-1 � I � I i + �'� +.� + ,t) -) isness sign . I • ( . �__) . I 'i . L_L_ ,f, - (SEE DETAIL C-6.0)1 �;� ! i �� . � 4�11z' � i C� h , . - 3.� + *N 01. al I 0 ,_�,,, � I ��, . . . �,l - IX, � 1% � I � 11;` . I , I I 'r I �t�` ?) . . T, .5 Alks .." I " 1. " !i . -I' I � , 'C ,-AN I 'or I 11 1-- . ... r,A j 32.60' 1 I ,� - SOIL BORING � - � 32.60 _� : so + I � , 1), _NC RETAINING WALL I 1` �>�:, I- � 365 LF - _C6 1 1 -11, 111� x I + 111'1� ',' 0 '�', -1) -, I 0 TOP Ek.,,� = VARIES (SEE"ARCH &+ StRUCT) +:�' N 40 I � - "I'vALL rQ; IIAL wM 11 +` + ; - 0 + � I C>' ,\ ECT 18* STORM ,_--��)rifclry n ., 0. 0, N _ ,., 11 115P 7 1 i,j I I I � 0'e " 11 5 � -11 -, - I \ __ . . . - ---- L� I + C, tt, I 6 2 2��,,�C, �,, -3 i 0, 'N 27 P , 8 f +,w� � , " I. �> , 11 11 1. � r_A r_,, ST GRATE INLET t ( � ,,., = �,� 8. " 3 O. � � vrwr" - . 11 W=wn .N - VA- . . , 1� __ " ", � \1 - I - • E�11 , -MS1 ,,_, — — — — — — - — — \ . I " + =V W=i EL - 84.83 \ sc. , � ,,, ("', I l� . . 8" r, I �� y = 81.1)O = 14 117 ... 16 , 20 ,(�, ,,, I . . I I I 'I, INGR , r 'v 17, ", e t_ ,� " clay _ _ , !? I � 1) , . � , _ �_ - "i Q) wi� - \% [:, ., . _ IP . D 1� \ w M_ .1 ) I +, l, 4\ +,l � 1, 1\ — — — — — — — - _z_ — , \, e't 4" T�vc, = 3,3 -"- I . 19 . T, t,' v +.,, , N - . * I % I_ q * .... .... . .. . . ...... I .... .... . I . ..... . ... . ......... .. \ . D - I " �f�f�� '.) 0 , 'tc.-v crnrl�e . � 4, +1 , ,�) & 10 21 1 % . I I ,.%P, � . , 11 '.1 \ ,-,o - 11 I _,)�- 1, I + "I ') + I,- " � . . I • -t 8" c1c), ---:: 0,5.43 \ \ � P� . ,,�� AT 1�1 + " ,�o � riv e r .1 I I �, ��' . ' , + -� . ,�) + C�,' 1b' UTILJ'�;ASEIM (D) + 't) . , I 0 ,�,' + 1, � , I c,, I " a" clav �- �13 3. 1-11 1 \ R� 1' Q_ I 4 �\',. I*- , , 0 " ,% 8 0 0�- , 4� , URCH 5 + 1�1 I ------- _� - ; __7Mz2rr_ - . - 0 J V+ 1+ ... + � . + + .. �,, I ,_ � I i Y, -, I 11 — ,, , I I I IL — I I ' 11 4 + , 9 I . I -1 I I 0 , ) \ - m �P �� . 9-, + -1, , 9 -STORM CROSSis 1 " 2; it t .t� - +,:, ++ __o I',') F 1 12 11 A� I RRY 6 . , ,1� + I 1\�- 93 _,,�� + "' + .. ... . � .. I 1+ . - I ,I I "! ��,, , I , " . , . � 11 ,� I . ,� < EXIST (� ,��, 11+ - " � .1 OVER I .-) , 1, + ,, I GA , + - � "I no - ��- ino �_ ino — ino — jr� ) — Ino — I r�� 1 "�46 _11,000IJ6 - 14, �no — jr) I n —, - I � - ,,'\ V OL�6` — — , ' " - I , , \ 0/7 , , ;� ,� + e� b I ,+ I I , '-1 1. � ?3 so . I , k - U jz�, r 1 P-3 . \1 , ,_� � 81'. ....... oo'..,. + 14i +,�,` ,z_' _,,-_�_��1_1=4'1+_ 1�-1111 I C�,, 1 A9 S-3 .� I - f�qp 811 _,I, '. ,,�-,, ya, , +.-..- (19) , 1� L---J,,', I I !�� ,� � n i_�. Ifi 4 � , .., ffin"WC . I I - .11)_,�a � .� MMMM - - 7--- -- I - - . - 7::�HMM01F.-FAMMIP . � EOKIN �-� :�. 39 1 U_ " __ -awmuw-.--,.�-,WzmmiF---.IowAmt--+-,ii • WMEMI - ..... l , — \ �>" RELOCATE EXISI 6 P Ik", = a, z. c �,7"' '5 , , 11 _- '. " .1�111 _ � + 111;� �' /_1 -�� "i", , 11) V �; � t ,� " c '. ;�?- ��, ;') -." ��, ",., .11 A, �() , S41V 1�1 1: ) 11 11 � AS NECESSARYJO AVOID SPOT 8 ... -� , -, , " �)"\ "I �_111 IF " ��'; `1 I f 11- r -,��, 8 " -- , ` - _ ,�� % I I X_`?, " + '�� I + 5�1 " _ I 'Eil 11 ��, , I , * , � + 8 (.% .... � I .1 � 1. I V__ 01 - �)'11 .. "'. + I I ej �, + ., S41V ;�-�, % + 11 - I " � I w,� � � ,,, s, � r, ', �,, %,, ") , " I 11 ,-.. . �) _.Jr N I , , ---.----- - - , -1-111 -- - � -- ------ 'p "I - 1, TORM CROSS / ). , & 01 + � ��, /,�, "�, e "I V., ,, <��Z��) t;� 'y f,),) �: ?1 3 " � I b Q, /J N � , " , I 11, I " . " , ,,, I 1\ _\1 S,4N , 11" �, � PRf,EXIST SAN �LL: / .,�, , +, . 61) � I ), " ---- + + I - I \1 "I, "' C�11 � 4 PVC1- 20 LF � I I -.1 ��' V- , I - , , -, + Ibb Itp, , * , : � -�,�r f, S�ft r ,,, -�� - + "I "I/, : - " e, ,�� ,'� � �] ,,, �_ �� , I I , - "-.-- 'k ,P ----- ) ') RD COLLECTOR PIPE �;,),; '. I � , +��,�, . + "),41V qP + , I 111' ", "1'9�� it, _ � ,,�,�' U + / \, �+, + ^1 ,�.,_, 01�1. N ;, � r (�Et STORM INOTES) I - L ,K-'+ I (ID , ,,� 11 - \ -_ N 11 �et" '� I REMOVE AND REPLACE ( I _ � . I& * , , S4,v +' Ii _.*_", ,�� L 1 l - I Arox.,U0 ,P I � " �x B ,- "" - , " 1_� - I') ` i f�-,' ,E IST BUBBLER Wl Q. .� � 01 - C, 0, - N " " ' / 2 ' _ 110 **0 _\ � , — N' z ; � , 10"N' 8811 i"I N '_ ,�) . 11�1 _S� SAN — SAN SAN — SAN NN�-� -_O_�L SA 'ZD TYPE "G* INLET �P. - �u ,�-,- ,:,� 11 lt,,�b rarfc-rr,��_,r RAISE EXI T MANHOLE P-7 I 00 . IU& , rt, I` 11 , <ED � �- FDOT INDEX 233 �� ,� .'L � TOP V EL 88. 11-1, / I " �, - / ,�,,�, " .J -1,11 - I 1, )/ P,, a I . , .,�' TOP EL = 87.20 . 1___1 10 + ' ,�' INV EL = 86.06 (4-) S I-) ", • I lk, I w 9 �\ ,�;.-----, 1� " I , "') / / : 10 , - ') NW ),�, I (j / 88 40 .. - 11 . ...... .. .......... ...... . - .... ... " ___ - -- ----- I . .- __ �v > , 3 _. INV EL = 85.46 (DUAL 14* X 23 I 1-11 / - — — — — �' � �, 1�� 11 / 10 11 - OL, �ell I\ . � �i , `- + J -++ ,� ,4�7 ?, - I , 11 . _� �. E] , El El ,E] � _.�;`14i, I- , _- . ,;o- 1 :�� - ; / MW� " , 1� I " I _�,o- R),- LL C.O. ': > - ,�) '� 0 1. , 4 C. 0. 6" PVC - 200 LF 4 1 1 z ,61 .� s c n _,,�,,�, n - - e� . r - - INV , -1 I '11 - SONRY BUILDING FINI'SH ........ _ __.I, Ll'�7'��'t :�/ I 1��i I'> - - , 1w EL = 85.87' RD COLLECTOR PIPE + L, t q� �,�'- �.O,; . 9 9 �:, , � "', � - ,tt, +��= 7.87 �' * . ,� i-,ver, 8,., , : " V :� ° _�, . IZ828 S.F. (SEE STORM NOTES) I I " \ EVATION = 89.28 - t . 1 ,3� ,,, = �,r: , .,-,�,, ,?�,� :1 + ._� � ONE-STORY 7 1 " ,V �i �0 riw. Invert 8 " c! ,,.-� v =,�,32.,,! �P , ", 0 ,, . � , SQUARE FEET I � 1� 1+ + ?5.). �,�, . + C�11 MEDICAL OFFICE 2 � I > I • , I , "') 11 BUILDING, ADDITION I -, "', z , _". It . - 41j +�l'' I 1\ � 1 , 11�, I � + ,1:1 , " /I -P FF, EL 1��2'11` �, "I :1 �� ,>, + ., . ,,,�' ,�11 bi , . + , � 11 11 /I C 6�, C,' " 1 _)C�, .�,r�� + _ + + �$, - C.O. I I 1: + / ,, - - I + Q 0,�� /i ////// 1W -,-- 87.3 " (D / + INV EL ,w "65.0 If, � 1-1 cz) - 16 11 3 1\ 1 + � ,0, I �, < 11 �, ��- - , I . 7 I.N I I 1) C. 0. �X� I :� P �� - - I ,�� z � �� I ' INV EL = 86.87' ,�t I, , IN .1, I: I � .,,.. + SWFWMD PROVECT AREA :�: , I +4 1 16921 I- �_ , /0 I " _�b (I 1.91 ACRES) - lu �, .\4 - 7_�_� - - - __ __�% - r--l- OC - - Cr;� � -% - - S.- - - _%_ - ___% - I - , I I 11 DC ❑ -1 4:)v 61 11 8 , 61 UP -1 q. ^ I I') Q .. I . . . , , +- . -1 " , 8-8 1 1 b� 1^, + I ) ," I .1 - C6111 _130 ,,,, I_Ivl 11� 11�1 11� . C, ,�P� , . . QED ""' .,�?, Q I �� I 1?�` ", , 0 lc� + "' + J) �, I +' Tt- ,:� , N PVC - 72 LF t. , . lz�l ... + . I + 11 ') , > I r> + 1��,' � + 11, RD COLLECTOR PIPE II Z t� ,,, . %J I . , z � L , _�'. � + �") , ,Ib , 1 + // + (SEE STORM NOTES) ,> , � \ . , ,,- , - I * I �*, I , , � + , . 1�1'1? - ,�,`�-, + � ,6:) . 1> % � I ) 1 I ) � "� " � - , , .171) + - , lyzi, 11 I I ? \t6" TRUE WYE W/ C.O. 15 di I < - ,b?� �V � - ��_, , "-O� ,,:�,.�j� � .14 41 ,6� INV EL = 84.53 i I L_ lm�l . I I i , '\ .. : () - 4R? `> -1), .- - .2wr-____ !* ,,, it \\-6" PVC - 14 LF i 11 > 11 [ �,11_1 " z .. �_F___�= . 4 Z " ,/--,, q� &, RD COLLECTOR PIPE :E 8' p,,c ,wi.... 11 . N�' \', .,\ .10 __10�___._A011V 911110- I& . '�?\A,9(SEE STORM NOTES) , I- C + - I V) \ ,0, �, ,61> - ---- V, , I � �� , - .w-�:::___�-1.,_ " ,,, LIJ Z , , " , . opc� , + ,kl,) \ .gk SLOPE MAX - V�-�'; , e,- . ✓ I I 1,r� \ � I Ln , . 11 0 ��E� � ';-* ACCESSIBLE' Iro e+ —11 C�' Z E C� i > . 11 + r I z "), 10 Ci . �,� + , 0 , ,CO I . I I'll �E� PARKING AREAS . ?9 , '. I P - 1: M " , I ,1 I . X-?"-,9 L CD 00 C111 , �� 0� 11 :1 65 4 z _� I\\ It,,' 0 , +� C.O. / 40, C.O. 0�� C � , '� +,�5�\ INV EL = 85.0- cz . " ) 11, 6-, C", .1) (D '*'114_� 1 L IW EL = 84.88 LLJ FD 11 . " , ,"*. ,�, I&W, LL_ � . " " . I N _� _j , �11� I - ,;` _;E� I " - " 5 , , " .1 2 16 ' ' "L 2 "U _ - &4,* _ I,- [ z - I 11-1 - j 7,,&?,� - t, x" �_� -1 F, - 0- � "e, '�,.;p 11 i �_ , , , . , !, 213" , .,� qll_� Tfl --MM=lMr- F91WA Fl++ ,�,��,,& , � :i� �t xa" 16 .0 ' 9 6 , 4: .., t 9' � , 6. , ., " � " - I fln I 9(_ _, qg , 4� I < IT-_ _�� , - 11 >1 " q, 0 W ",\ � - .�9 J, ::D >- < ;,)�"', I I I I > 1�6" - . �, 4'v z ) V161 9 + 8�; 1. I ot�', ., 0 bt� aj /11 I 0 I a I !,q I 01 11�1 -jll ila,v %,nhole/ ,�, "I" t S. - 5 LF , -6' PVC - 46 LF U L.LJ I ...... -.5 ..... .. -1--� .... .. .... . ....... .. _ l ,, RD COLLECTOR PIPE I ,I � 71 top = 8 F� - 11 2 1 . ` 4' � I Lj ,< 6A PVC 89. 1 ,^ I i 1.� +_�_� , ,T6 COLLECTOR PIPE 4i V) I , I ', '6' + . . � t,,-) < O!, (A -, .1� ,�, ?4��' .�11 b 'ES) - 11 I > , (,) .-_� --/' , SEE STORM NOT - - , - - -) I I -.1 I*r (SEE STORM N TES) 0-4 , 2 31 invert �'" cl,�y = 6C.511 .11 .." � -I- 1_� - , -88.5- - � " 1��) �11 Vj . , . �4 ;;: �, . - '_'... r " . + D, I (�11 I + ,r " .1 ri, , 0 0 1;�, a � � I ;el` 6- X6- WYE W1 C.O. h r , � �_ . �,�,�, - >�\ , �,Ql I I I , , I ,,�,' (ED / � . . I _j " ,�,, � ri �,,.,. r t 6 " ,o, - = - S I. I 2. , , - 1�) � . � ' IQ- 0� LL X � �� le, ,3.5-- I�,,�,, !?19 - "ID, - , I " .! � " 1�1 ,� . �� + __j =.AW �� , -PROVIDE TEMP. INLET ��, , ,�, , , , LO I , I . I " L�: \ I + "17- 1b, �111 . _�,, �.,`, . . , 6� ��9 Ln (:) ,� .,. .: -: 7: _�&-� I ( 2 a ) I \\�, INV EL = 84.48 + " 19 � "I , QAI- b E� , --I---:------:_ \I,, I , 1, ,;5. 1 -� ,; — " +,�, 1�1 .11 �_ ,� 0 . , �-1, �.,*, . , ,�,�, + � "I, + �� A �p PROTECTION PER FDOT + � �)__ �, ?X SLOPE MAX + R �,N ,,,,� � > . , I "� � T! * er � " ,� ,,, d s ', l - t i:: r, �, I I I � . 1?' I I , V) , \ I - " , . , I NDEX 1,02 TYP. I 07 I ,,, z C, ., I + ' I � ESSIBLE - �,�- Q, , $� .\", � "" 11 - I , I 11 I , tt�,_� �� + PARKING AREAS I . S ,6�'-' ,,�,,�> -- ��_, - P,41 ."', - I , ') + - , 1. I , t "I , -, " I � � . ..... : ... . . .... . ........ . ... 1-1.1... - "I",", : i . N )" .11, -t- ,,�� - \�� + �\ 0 ACC --*� 11� , - (§tf D&AIL .) , - 1\ 1, f . +11 I I I - I ) 11_?�, I I " � r, , , . ). �S�� " % 4 + 7 & �� I I IN' - I . " I .> , - 18�0 + + I , , P ,�`l I - � , \ I I (') 0� -I.. + I i Q�. + 1 w I ,,11 ,, . > , - - I , I z - + b, - " � , I V �2.�j, cr.y r, 1 0 1) I) 0 _� , + -�" 0 , ) o, + ,, Lb + ��" 1) i, , + i��N q�l I I - - . I 41 . -1 . 1, D .�11, . ...- , - ) ...... . .. ) .... I ..... ... ... I . �,% � , . �1, I 't'l to I a , . . _ - - 11� , 1) 01, N^1 ,_ •. ( ;L "�N % 1_� ) I C, p, = ,� * square cut in concrete � ,�' n t , , ��19�51 ...... : _1_. I f _... - � .... ... _.__.__.___ tl� i 61 -,)"v - Lb st�� i - v er 11� 5� " ,,, I jy --:: 8 E. � 91 4 . I benchmark 5— ,,',�, \ . C �V ') ,�\` . ') + 4 �\ l�) - __.. , � , � _,� ��, It , i,� , " \ " + ) ( , temporary b �:,'� ��S. !, - 1\' . �,_ � , , , ", I Itp _9_11�, I '�' . to �\ ,;, " + 4� � 1.2l + ^, rl� 0>11 ,�,�+Ae + �, - Q4�� (� ,,,, rl & i. �, , �>x, I �,,��+ 11 �i " sgn ,ly 5 ,t� K 1) �i , , , , . � - , R;, - /� 4"', I M C', ?) �:, • '�' C::� ��_ , , -_ ^,��""�_111'11 I 91 ! , , �� I , ; nlet : __ I V�> 4)/ �� 61TY DETENTION POND -1 k�lp ... ..... _�� ,� \\ ,��. + .� Ila!" �q . ..... i + 1� STORM STRUCTURE TABLE MD CROSS SECTIONS � to z 11 , 1\ $CN/y 4\ + L o - .1/t �DP -7 + " + �� I'll . I ,� �- 1, I?"' CAN BE FOUND ON SHEET C-&O U base for light pole , I , l.) 4 Q, i'S ''5 -,� - 8 / I I'l- ,\ 4 _� � a 0 t -.b , �j.` + R�' I � �� + I �, . I . 0, �,� TOB - 88.5 �'\ " \\ I? ,�? I %v, 'r�,;e,, 4" ror - S *,*,'. I ' ,�- ��, 0� C/) , I le 4 �> Q�' ' , -);-n = 8,'5.,,'.1- t", _.-� ') r � I' �b �s ➢ W a - / cTct� I � - 1, r,:j!-, s tt,� r,-i� c q�"<)�1,11 elevation = 89-51 - I z.;:. , 84 C 1 1,,<� t �-, -A / , � j " - � .1, . , ,*I ., I I I :) < .1 . I I , V, > V) I ... I (O � :r � _: �3,� t3 1-1 ,� ",�� , ,.&, . - I � I / 11�_ � - I �� - .,_�) - - " 0� ,., DHW,'- " 8�0.0 (25YR124HR) ( ) I i 10 / I - �� 11�e ,�mo�, �� , '*W" ), �) z I I e-IN el*"44 � � I ":, , � ROPOSED GRADE - ), �i "I �, I., V) - - _=:z n S / RID - f- I I I / ,�� e B_" ,�, � `9- � . 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" , I P . pmwwd , , I - 11 I - pokwa '40*540w9m x - ffflumm - ;�� it - 1� f! --!- ,:, ____AT__==J__ — — — — \�_ — — — / ;- , �', otmg P �_ - • . t -tz w i I . - , Elp— IL-k-s-TS70 - 4 __r_ 'L, . - � _.) 1, d - I f". _. i I m i ("') , Cal Z#.: 'L, 1�1 l,,�. 71�, I,�"`""�Il, -) �, 11 - V wV ,,, ,,,��, " 3 1 X I CEDAR gn \sgn �5" �6c_l UP ,� 9 CA 'Ch Mr,", — Ue _La2 ,�� i , . " fl. , ,6.11. � r---P '� 7 , _�r I - , �' _ P + '8 MM 471 -2 * z ___�� I �Iw 11:01� + - Ino �, " M 47 " I"- :� \ F � ff 171-P M� r I . I . BENCHMARK DATUM PC CONTROL MARK: Y662 EL 89.7 NAVD 1988 FLOOD ZONE PANEL NO. X 120235 0005 C . - - 1, I ,�, 0 - . 1 ", �, cm \ CEDAR - � ^, , ,� ". \ ' tx ) i`��'. , ') `�11) . I + " \ ...... ,_� ry LP ,el�' ��,, ��' :`� Rj5,voll;s t), � �. " . I I I 1�'�) - I r", L /��s ��., 2, 5' n. Q?l q1715 I > � � + ;, + , 11a\ , I','? �, r " �11 4 R�l 1�1 11 \11 " I I - . . ''. ��, SWFWMD PROJECT AREA PROVIDE SILT FENCE ,�,.� , 11 I ') , I It # 91 AfIC PER mny 1111,11"tc,V ,11M � i� � I % . F-W (SEE DETAIL) I DETAIL) I SQ r) : hfi r . V M ,-I r � C,, I e — - ----------.--- i -',� GA `I + GA I i Lf1r,r:dcj p-,)-,,,E,r box aluminum sheds STORM NOTES 1. ALL INLET GRATES TO BE RETICULINE STEEL CHAINED TO INLETS PER FOOT INDEX 1201. 2. ALL ROOF RUNOFF IS TO BE COLLECTED AND ROUTED TO THE STORMWATER POND VIA UNDERGROUND PIPE SYSTEM. 3. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%) 4. DOWNSPOUT COLLECTOR PIPE LENGTHS ARE SHOWN FOR MAIN PIPE RUNS ONLY (FOR CLARITY PURPOSES) BUT ADDITIONAL ROOFDRAIN PIPE AND FITTINGS WILL HAVE TO BE INSTALLED TO COLLECT ALL DOWNSPOUTS, CANOPY COLUMN DRAINAGE, AND FLOOR DRAINS AS SHOWN ON THE ARCHITECTURAL PLANS AND PLUMBING PLANS. ABBREVLA77ONS: RD-ROOFDRAiNS, EL-ELEVATION, INV-INVERTS, FF-FINISHED FLOOR, TOS-TOE OF SLOPE, T08 -TOP OF BANK, bi -_ 2: U) Qj z . i z d�w - > p� w �c DRAWN BY: CHECKED BY: JLB I KMB Joe #: 01718.0002 SEC TWP RNG: 02-26S-2 I E DATE: 05-07-10 Cl.rk A 0 1, I ,�, 0 - . 1 ", �, cm \ CEDAR - � ^, , ,� ". \ ' tx ) i`��'. , ') `�11) . I + " \ ...... ,_� ry LP ,el�' ��,, ��' :`� Rj5,voll;s t), � �. " . I I I 1�'�) - I r", L /��s ��., 2, 5' n. Q?l q1715 I > � � + ;, + , 11a\ , I','? �, r " �11 4 R�l 1�1 11 \11 " I I - . . ''. ��, SWFWMD PROJECT AREA PROVIDE SILT FENCE ,�,.� , 11 I ') , I It # 91 AfIC PER mny 1111,11"tc,V ,11M � i� � I % . F-W (SEE DETAIL) I DETAIL) I SQ r) : hfi r . V M ,-I r � C,, I e — - ----------.--- i -',� GA `I + GA I i Lf1r,r:dcj p-,)-,,,E,r box aluminum sheds STORM NOTES 1. ALL INLET GRATES TO BE RETICULINE STEEL CHAINED TO INLETS PER FOOT INDEX 1201. 2. ALL ROOF RUNOFF IS TO BE COLLECTED AND ROUTED TO THE STORMWATER POND VIA UNDERGROUND PIPE SYSTEM. 3. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%) 4. DOWNSPOUT COLLECTOR PIPE LENGTHS ARE SHOWN FOR MAIN PIPE RUNS ONLY (FOR CLARITY PURPOSES) BUT ADDITIONAL ROOFDRAIN PIPE AND FITTINGS WILL HAVE TO BE INSTALLED TO COLLECT ALL DOWNSPOUTS, CANOPY COLUMN DRAINAGE, AND FLOOR DRAINS AS SHOWN ON THE ARCHITECTURAL PLANS AND PLUMBING PLANS. ABBREVLA77ONS: RD-ROOFDRAiNS, EL-ELEVATION, INV-INVERTS, FF-FINISHED FLOOR, TOS-TOE OF SLOPE, T08 -TOP OF BANK, bi -_ 2: U) Qj z . i z d�w - > p� w �c DRAWN BY: CHECKED BY: JLB I KMB Joe #: 01718.0002 SEC TWP RNG: 02-26S-2 I E DATE: 05-07-10 Cl.rk A 0 I % . F-W (SEE DETAIL) I DETAIL) I SQ r) : hfi r . V M ,-I r � C,, I e — - ----------.--- i -',� GA `I + GA I i Lf1r,r:dcj p-,)-,,,E,r box aluminum sheds STORM NOTES 1. ALL INLET GRATES TO BE RETICULINE STEEL CHAINED TO INLETS PER FOOT INDEX 1201. 2. ALL ROOF RUNOFF IS TO BE COLLECTED AND ROUTED TO THE STORMWATER POND VIA UNDERGROUND PIPE SYSTEM. 3. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%) 4. DOWNSPOUT COLLECTOR PIPE LENGTHS ARE SHOWN FOR MAIN PIPE RUNS ONLY (FOR CLARITY PURPOSES) BUT ADDITIONAL ROOFDRAIN PIPE AND FITTINGS WILL HAVE TO BE INSTALLED TO COLLECT ALL DOWNSPOUTS, CANOPY COLUMN DRAINAGE, AND FLOOR DRAINS AS SHOWN ON THE ARCHITECTURAL PLANS AND PLUMBING PLANS. ABBREVLA77ONS: RD-ROOFDRAiNS, EL-ELEVATION, INV-INVERTS, FF-FINISHED FLOOR, TOS-TOE OF SLOPE, T08 -TOP OF BANK, bi -_ 2: U) Qj z . i z d�w - > p� w �c DRAWN BY: CHECKED BY: JLB I KMB Joe #: 01718.0002 SEC TWP RNG: 02-26S-2 I E DATE: 05-07-10 Cl.rk A 0 a 00 i 0 N 2 m s V) 0 cn J a w 0 c� 3 _J Q w 0 / 0 U N c 0 U / N 0 i c w L C a� U 5 V Q) Q) L a a� N N 0 0 0 / V N s V Q > 0 0 / 0 0 0 N 0 0 u� i m 0 / N O Q) s EDGE OF DETECTABLE WARNING PLAN VIEW FACE OF CURB OR EDGE OF PAVEMENT )OME PATTERN SHALL BE IN -LINE VITH DIRECTION OF TRAVEL TRUNCATED DOME (SEE DETAIL) SLOPE FLARE 1:12 MAX 0.9' -{ IF X IS LESS THAN 48" INTEGRAL DOME DETECTABLE WARNING SURFACE RAMP CURB J _L. FLARED RAMP DETAIL SEE NOTE TRUNCATED DOME DETECTABLE WARNING SYMBOL TO BE WHITE IN COLOR NOTE: RAMPS AND FLARES SHALL HAVE A DETECTABLE WARNING SURFACE USING RAISED TRUNCATED DOMES AS DEPICTED IN THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (CHAPTER 11), LATEST EDITION. CONTRACTOR TO VERIFY REQUIREMENT WITH LOCAL BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 1 1/4' METAL POST WT. OF BLANK POST SHALL BE 2 -2 1 1YI -1-F 3 - 6" WHITE CHEVRONS EQUALLY SPACED PER AISLE Q 'Y WHITE REFLECTIVE SYMBOL AND BORDER UNIVERSAL SYMBOL OF ACCESSIBILITY (SEE NOTE 5) BLUE REFLECTIVE BACKGROUND 1' SERIES 'C' (SEE NOTE 4) WHITE REFLECTIVE BACKGROUND `-BLACK OPAQUE BORDER WHITE REFLECTIVE BACKGROUND 1' SERIES 'C' (SEE NOTE 4) BLACK OPAQUE BORDER FTP -22 -04 METAL POST (ASTM A -499 GRADE 60 STEEL WITH ASTM A -123 FINISH) FAI CONCRETE FOOTING NOTES: 1 METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF. 2. CONCRETE FOR FOOTING SHALL BE POR71MO CEMENT AND HAVE A MINIMUM COMPRESSNE STRENGTH OF 3,000 p.s.i. 3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C) I' HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A BACKGROUND, 6 "H 1--16" 6"• -j [� 6" UNIVERSAL BLUE (SHADE 15180 OF FED. STD. 595A) IN COLOR. 3' TO 5' SQUARE 4 1'-'2" 6 6" - 4 1--2� 6. SIGN POST SHALL BE MIN. 2' -0' CLEAR FROM BACK OF CURB. �2. ACCESSIBLE SYMBOL DIMENSIONS TYPICAL ACCESSIBLE SPACE LAYOUT ACCESSIBLE SIGN 8c POST DETAIL PER FDOT ACCESSIBLE �� BLEPAR KING / RAMPS SETUP N.T.S. 5" DR 4 OP ATE E ° ALL DRIVES// r\ 18-(ROADWAY) % o 16 "(PARKING LOT) j 1/2" 1 t$ -R1 -Y2" BASE COMPACTED SUBGRADE STRAIGHT CURB SCALE: TS WEARING SURFACE 9" 6' 9" 2' -0" CEMENT WASH 6 "0 1/4" STEEL PIPE FILLED W /CONC. GROUT PAINT COLOR PER ARCH PAVING CONC. BASE HAIR PIN ANCHOR TYPICAL BOLLARD N. T. S. 0 6 x 6 - W1.4 x W1.4 W.W.F. SLOPE 1:50 OR 29 MAX NOTES: 1. ALL CONCRETE IS TO BE 3000 P.S.I. 2. GROUND IS TO BE COMPACTED PRIOR TO POURING (TOP 6' ® 9591 MOD. PROCTOR). 3. ALL EXPOSED EDGES TO BE CHAMFERED. 4. WHERE SIDEWALK ABUTS PAVEMENT THICKEN TO 1' OVER 8'. 5. FIBER MESH REINFORCEMENT MAY BE USED IN LIEU OF WIRE MESH. USE 1.5 POUNDS PER CUBIC YARD TYPE 111 SYNTHETIC FIBER (ASTM C1176 -95) TYP. SIDEWALK SECTION N. T, S. 8' FOOT CERTIFIED LIMEROCK BASE COURSE (MIN 989 MODIFIED PROCTOR /LBR 100) - 1 112' BITUMINOUS CONC. SURFACE FOOT TYPE S -I 6" 6' 6" FIN. GRADE --� 817TUMINOUS TACK & PRIME COAT 12' SUBGRADE (MIN 959 MODIFIED PROCTOR /LBR 40) CONSTRUCTED AS PER FDOT SPECIFICATIONS TYP. ASPHALT PAVING SECTION N. T. S. 50' MAX. SPACING BACK OF CURB _BETWEEN EXP. JT. ��T CONTRACTION JT. (TYP.) O B' `° R 'TYP. o rll""2 (TYP.) (TYP,) NEW BUILDING PAD NOTES: 1. ALL SIDEWALKS SHALL BE 4" THICK, 3000 PSI, FIBER MESH REINFORCEMENT MAY BE USED IN LIEU OF WIRE MESH. USE 1.5 POUNDS PER CUBIC YARD TYPE 111 SYNTHETIC FIBER (ASTM C1116 -95). 2. CONTRACTION JOINTS SHALL BE SPACED ® 4' INTERVALS FOR 4' SIDEWALKS, 5' INTERVALS FOR 5' SIDEWALKS AND 6' INTERVALS FOR 6' -0" SIDEWALKS. 3. FOR 10' SIDEWALKS, SPACE CONTRACTION JOINTS AT 5'- O'?NTERVALS AND A LONGITUDINAL CONTRACTION JOINT IN THE CENTERLINE OF SIDEWALK, 4. CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS, 5. 1/2" EXPANSION MATERIAL REQUIRED WHERE CONCRETE SIDEWALK ABUT CONCRETE STRUCTURE, CURB OR PAVEMENT. 6. A LAYER OF 151 FELT IS REQUIRED BETWEEN WALK AND ADJACENT PARALLELING CONCRETE CURB, 7. ALL ACCESSIBLE ROUTES ARE TO BE IN STRICT ACCORDANCE WITH STATE OR FEDERAL ADA REQUIREMENTS, WHICHEVER IS STRICTER, TYPICAL SIDEWALK LAYOUT N. T. S. 6 x 6 - W1.4 x W1.4 W.W.F. SLOPE 1:50 OR 27 MAX SLOPE 1:50 OR 27 MAX -x -x- ','o -- x -x -x- , x- a. X. 45' �% �� % ro� ASPHALT PAVEMENT (SEE TYP. SECTION) NOTES: B" 1. ALL CONCRETE IS TO BE 3000 P.S.I. 4. WHERE SIDEWALK ABUTS PAVEMENT 2. GROUND IS TO BE COMPACTED PRIOR TO THICKEN TO 1' OVER 8" AS SHOWN. POURING (TOP 6" (9 959. MOD. PROCTOR). 5. FIBER MESH REINFORCEMENT MAY BE USED IN LIEU OF WIRE MESH. USE 1.5 3. ALL EXPOSED EDGES TO BE CHAMFERED. POUNDS PER CUBIC YARD TYPE 111 SYNTHETIC FIBER (ASTM C1116 -95). 6. PROVIDE 4" MINIMUM BASE COURSE UNDER THICKENED SIDEWALK EDGE. TYP. INTEGRAL SIDEWALK /CURB SECTION N.T.S. MINIMUM TESTING (PRIVATE SYSTEMS ONLY) L�HTHWOffl_QMPACTION: GRAVITY SANITARY SEWER: QUALITY CONTROL TESTING DURING CONSTRUCTION: ALLOW TESTING SERVICE TO INSPECT AND APPROVE EACH SUBGRADE AND TESTING: PERFORM TESTING OF COMPLETED PIPING IN ACCORDANCE WITH LOCAL AUTHORITIES HAVING FILL LAYER BEFORE FURTHER BACKFILL OR CONSTRUCTION WORK IS PERFORMED, RECOMMENDED TESTING IS AS FOLLOWS: PIPES SHALL BE CLEANED BY FLUSHING WITH WATER PRIOR R TESTING. CE W I A HIGH VELOCITY JET OR OTHER ALL ONE FIELD DENSITY TEST, IN ACCORDANCE WITH ASTM D 1556, WILL BE PERFORMED PER 5,000 SQUARE FEET FOR ASPHALT NECESSARY. ER METHODS MAY BE OR CONCRETE PARKING /LOADING AREAS AND DRIVES. VISUAL TESTING OF GRAVITY LINES SHALL BE PERFORMED BY CAMPING TO VERIFY ACCURACY OF ALIGNMENT PIP ONE FIELD DENSITY TEST, IN ACCORDANCE WITH ASTM D 1556, WILL BE PERFORMED AROUND EACH MANHOLE OR INLET BETYVEEN CONSECUTNEEMANHOLES. OBANY FAILOED PIPE SECTION LOCATIONS SHALL BE REPORTEDETVISIBLE WHEN VI DEFLECTION ONE FIELD DENSITY TEST, IN ACCORDANCE WITH ASTM D 1556, WILL BE PERFORMED PER 100 FEET OF TRENCHED UTILITIES PIPE SECTIONS SHALL BE REPAIRED OR REPLACED AND RETESTED UNTIL WITHIN SPECIFIED ALLOWANCES AS GD RECTEDFBYETHE FOR EACH LIFT. THERE SHALL BE A MINIMUM OF ONE TEST BETWEEN STRUCTURES, FILL MATERIAL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 2,000 SQUARE FEET OF FILL MATERIAL, BUT IN NO CASE THE AT 1LOWEST TEND AND FI LINES S�ALL BE PERFORMED SEWER WITH CLEAR WATEBR �NT LH INWA ER S P AUNDER TEST AT LESS THAN FOUR TESTS. TESTS SHALL BE PERFORMED FOR EACH LIFT OF FILL FEET ABOVE THE CLEANOUT AT THE HIGHEST POINT IN THE SYSTEM, EA TO THE CROWN OF THE MANHOLE AT MINIMUM OF TWO IF IN OPINION OF ENGINEER, BASED ON TESTING SERVICE REPORTS AND INSPECTION, SUBGRADE OF FILLS WHICH HAVE BEEN END STRUCTURE. N T HE SYSTEM, LEAKAGE SHALL BE CARRIED ON A MINIMUM AMOUNT FD OF R HOURS ADD READINGS MAINTAIN THE M1N�L VIN THE HIGHEST PLACED ARE BELOW SPECIFIED DENSITY, PROVIDE ADDITIONAL COMPACTION AND TESTING AT NO ADDITIONAL CHARGE TO THE QUANTITY OF LEAKAGE FOR ANY SECTION OF THE SEWER SHALL NOT IXCEED 50 GALLONS MILE OF PIPE OWNER. ACS. THE DIAMETER. / /DAY /INCH PIPE INFILTRATION TESTING OF GRAVITY LINES SHALL BE PERFORMED WHEN THE GROUNDWATER LEVEL IS A MINIMUM OF TWO FEET ABOVE THE CROWN OF THE SEWER AT THE HIGHEST POINT IN THE TEST SECTION. INFILTRATION TESTS WILL BE MADE BY MEASURING THE INFILTRATED AMOUNT OF WATER AT A TEMPORARY BULKHEAD SET UP 1N THE LAST INVERT OF THE SEWER SYSTEM. THE BULKHEAD SHALL BE PULLED AND THE INFILTRATED WATER COLLECTED AND MEASURED. TESTS SHALL BE CARRIED ON A MINIMUM OF FOUR HOURS. THE QUANTITY OF INFILTRATED WATER FOR ANY SECTION OF THE SEWER SHALL NOT IXCEED 50 GALLONS /MILE OF PIPE /DAY /INCH plpF T)IA,uF rcp WATER /FORCE MAIN SYSTEMS: WATER DISTRIBUTION SYSTEM AND WASTEWATER FORCE MAIN PIPE INSTALLED BELOW GRADE AND OUTSIDE BUILDING SHALL BE TESTED IN ACCORDANCE WITH FOLLOWING PROCEDURES: PERFORM THE TESTING OF PIPE MATERIALS, JOINTS, AND /OR OTHER MATERIALS INCORPORATED INTO THE CONSTRUCTION OF WATER MAINS AND FORCE MAINS TO DETERMINE LEAKACE AND WATERTIGHTNESS. ALL PRESSURE PIPELINE SHALL BE TESTED IN ACCORDANCE WITH SECTION 4 OF AWWA C600 LATEST EDITION, IN THE EVENT ANY STATE OR LOCAL CODE REQUIRES A MORE STRINGENT TEST, THE MORE STRINGENT SHALL APPLY. PRESSURE TEST: AFTER THE PIPE HAS BEEN LAID, ALL NEWLY LAID PIPE OR ANY VALVED SECTION THEREOF SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF AT LEAST 1.5 TIMES THE WORKING PRESSURE AT THE POINT OF TESTING AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT ALONG THE TEST SECTION. LEAKAGE TEST.• THE LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH THE PRESSURE TEST. LEAKAGE IS DEFINED AS THE QUANTITY OF WATER THAT MUST BE SUPPLIED INTO THE NEWLY LAID PIPELINE, OR ANY VALVED SECTION THEREOF, TO MAINTAIN PRESSURE WITHIN 5 PSI OF THE SPECIFIED TEST PRESSURE AFTER THE AIR IN THE PIPELINE HAS BEEN EXPELLED AND THE PIPELINE HAS BEEN FILLED WITH WATER. LEAKAGE SHALL NOT BE MEASURED BY A DROP 1N PRESSURE IN A TEST SECTION OVER A PERIOD OF TIME. NO PIPELINE INSTALLATION WILL BE ACCEPTED IF THE LEAKAGE IS GREATER THAN THAT DETERMINED BY THE FOLLOWING FORMULA: SOP L = 133,200 L = ALLOWABLE LEAKAGE, (GALLONS PER HOUR) S = LENGTH OF PIPE TESTED, (FEET) D = NOMINAL DIAMETER OF PIPE, (INCHES) P = AVERAGE TEST PRESSURE DURING TEST, (PSIG) VISIBLE LEAKAGE: ALL VISIBLE LEAKS SHALL BE REPAIRED REGARDLESS OF THE AMOUNT OF LEAKAGE ACCEPTANCE OF INSTALLATION: IF ANY TEST OF PIPE LAID IN PLACE DISCLOSES LEAKAGE GREATER THAN THA T SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE THE LEAK AND MAKE REPAIRS AS NECESSARY UNTIL THE LEAKAGE IS WITHIN THE SPECIFIED ALLOWANCE. CONTRACTOR SHALL SUPPLY ALL WATER FOR TESTING AT NO ADDITIONAL COST TO THE OWNER. PROVIDE ONE COPY OF RESULTS OF HYDROSTATIC PRESSURE TEST TO ENGINEER (AND UTILITY COMPANY AS NECESSARY) UPON COMPLETION OF WATER DISTRIBUTION/WASTEWATER FORCE MAIN B4CKFILLING OPERATIONS, ADJUSTING AND CLEANING (WATER DISTRIBUTATION ONLY): DISINFECT DISTRIBUTION SYSTEM WITH CHLORINE BEFORE ACCEPTANCE FOR DOMESTIC OPERATION. AMOUNT OF CHLORINE SHALL BE SUCH AS TO PROVIDE DOSAGE OF NOT LESS THAN 50 PARTS /MILLION. THOROUGHLY FLUSH LINES BEFORE INTRODUCTION OF CHLORINATING MATERIALS AND AFTER CONTACT PERIOD OF NOT LESS THAN 24 HOURS, SYSTEM SHALL BE FLUSHED WITH CLEAN WATER UNTIL RESIDUAL CHLORINE CONTENT CONTACT PERIOD. NOT GREATER THAN 1.0 PART /MILLION. OPEN AND CLOSE VALVES IN LINES BEING DISINFECTED SEVERAL TIMES DURING C AFTER DISINFECTION, TAKE TWO CONSECUTIVE DAYS OF WATER SAMPLES AND BACTERIOLOGICAL TESTS IN ACCORDANCE WITH AWWA SPECIFICATIONS. PROVIDE ONE COPY OF RESULTS OF BACTERIOLOGICAL TESTS (W /RESIDUAL CHLORINE LEVELS) TO ENGINEER (AND UTILITY COMPANY AS NECESSARY) UPON COMPLETION. DO NOT PLACE DISTRIBUTION SYSTEM IN SERVICE UNTIL APPROVAL IS OBTAINED FROM APPLICABLE GOVERNING AUTHORITIES (AS NECESSARY), STORMWATER SYSTEMS: TESTING: PERFORM VISUAL TESTING OF COMPLETED PIPING ONLY. ALL PIPES SHALL BE CLEANED BY FLUSHING WITH WATER PRIOR TO TESTING. A HIGH VELOCITY JET OR OTHER METHODS MAY BE NECESSARY. VISUAL TESTING BY CAMPING SHALL BE PERFORMED TO VERIFY ACCURACY OF ALIGNMENT, PIPE DEFLECTION AND FREEDOM FROM DEBRIS AND OBSTRUCTION. THE FULL DIAMETER OF THE PIPE SHOULD BE VISIBLE WHEN VIEWED BETWEEN CONSECUTIVE STRUCTURES. ANY FAILED PIPE SECTION LOCATIONS SHALL BE REPORTED TO THE ENGINEER. FAILED PIPE SECTIONS SHALL BE REPAIRED OR REPLACED AND RETESTED UNTIL WITHIN SPECIFIED ALLOWANCES AS DIRECTED BY THE ENGINEER. ASPHALT PAVEMENT: MINIMUM ONE TEST FOR EVERY 20,000 SQUARE FEET (OR AS RECOMMENDED BY THE PRIVATE TESTING COMPANY), TEST IN -PLACE ASPHALT CONCRETE COURSES FOR COMPLIANCE WITH REQUIREMENTS FOR THICKNESS, COMPACTION AND TEST EACH SOURCE OF ASPHALT CONCRETE MATERIAL FOR COMPLIANCE WITH FOOT SPECIFICATIONS. SURFACE SMOOTHNESS, REPAIR OR REMOVE AND REPLACE UNACCEPTABLE PAVING AS RECOMMENDED BY DESIGN ENGINEER, COMPACTION TEST PER FM 5 -511. THICKNESS TEST PER ASTM D 3549, IN -PLACE COMPACTED THICKNESS WILL NOT BE ACCEPTABLE !F FOLLOWING ALLOWABLE VARL47ION FROM REQUIRED THICKNESS: EXCEEDING BASE COURSE' 112', PLUS OR MINUS. SURFACE COURSE: 1/47, PLUS OR MINUS. SURFACE SMOOTHNESS: TEST FINISHED SURFACE OF EACH ASPHALT CONCRETE COURSE FOR SMOOTHNESS, USING 10' STRAIGHT EDGE APPLIED PARALLEL WITH, AND AT RIGHT ANGLES TO CENTERLINE OF PAVED AREA SURFACES WILL NOT BE ACCEPTABLE IF EXCEEDING THE FOLLOWING TOLERANCES FOR SMOOTHNESS. BASE COURSE SURFACE: 114' ' WEARING COURSE SURFACE: 3116'. PAVING BASE COURSE: PERFORM TESTING OF IN -PLACE BASE COURSES FOR COMPLIANCE WITH REQUIREMENTS FOR MOISTURE, THICKNESS AND DENSITY. TEST EACH SOURCE OF BASE MATERIAL FOR COMPLIANCE WITH FDOT SPECIFICATIONS, REPAIR OR REMOVE AND REPLACE UNACCEPTABLE PAVING AS RECOMMENDED BY DESIGN ENGINEER. MOISTURE CONTENT TEST PER ASTM D 698. MECHANICAL ANALYSIS TEST PER AASHTO T -88, PLASTICITY INDEX TEST PER ASTM D 4318. BASE MATERIAL THICKNESS TEST PER FOOT SPECIFICATIONS, FIELD DENSITY TEST PER ASTM D 1557. CONCRETE PAVEMENT TEST CONCRETE IN ACCORDANCE WITH AC1 318 TO VERIFY COMPLIANCE WITH MINIMUM DESIGN STRENGTHS, TAKE ONE SLUMP TEST, AIR TEST AND STRENGTH TEST FOR E4CH DAYS POUR. TEST SHALL CONSIST OF 3 CYLINDERS, OF WHICH ONE WILL BE TESTED AT 7 DAYS AND THE OTHER AT 28 DAYS. THE SPECIFICATIONS. THIRD CYLINDER SHALL BE TESTED SHALL BE TESTED IN THE EVENT ANY OF THE OTHER TWO FAIL TO MEET THE Ik c 1F Iw Fsj w n • J D Z D Ei E n�0 > t° - i W 0 > N � 0 O t\ I 4 0 0 0 0 - U �� z 66 N N �F) rn io a5 z `Q L1J Lr CD CD _0 z D N D z LL > Lli a z m z z zz F L LJ a a N IV �aM W�A N�0 aww Ada tna AM� a 0 N a w 'J N L � N z l M0 '- N / w I > U J LAWN BY: CHECKED BY: _ JLB I KMB B: 01718.0002 C TNP RNG: 02 -26S -2 I E TE: 0.9-07-10 00 0 C14 M 0 < 0 LIJ 9� C Q) N O O 0 U < C C C11 C U. C diw V`h hriv Tla #,n M Wa-. 1-#5 rabor contIfli.,otis: I-4 clearaic 1;e rn TAI e ir% avinc gate (tv.) 16" r"Gri-crists fr,*Vng w/ - - -- - - - - - - - - - - - - - ccnr, nlcd (fyp.y I>* rlxc, IN* 4a* Tj 2' fhex doomi,=• min. -nim (31 Y*Ing qctc I mfn. L LIL 00 P Gfop pin M04-1p LAU N.T.5 Ile b5,xn V" 72-.fiO rebar Dantrnucug ARV11111 4� mtgr (tw. 300 P.SLI. cancrete slab w"kh fl'w m4sah r0iforcIng menrAAKIC, rnrn r2" tNckneas, 5'd stoat plqIe lr 4, 'r �010r(14 plintod Vlfrlc t0w top ON96 f . r Ile A 11'' DOLLAR[ DETAIL U.T.S. CA iv cent" tflullulfflilu, iribi ELEVATION NOTES: 1,) WALLS New cwbbv_bw.* traY-mun 6!-0* hkA aW cwitoxW of oow*:te LW Hatetfals usW sWikill be wra-Aefit*411 0W.4 Used In the C&6&tKWA (of and amhltedirall of the ptimipall WWk4 2.) FMTLNG$ 8'X16'ouvae ►y/ 2 - 85 o:x"11�7ms tebar tYitx! d . 3,) CONCRETE 9AS MotxAfic, min- 10x10 weVal wke fattk (W.W.R), 3000 1psiwth MW meo relfillw*q. 4,) iQ0NCP1TE FILLED MLS With t - #5 ver5call teWr biml to Focl_& IM at &v-h Qotn& W4 evety 4" o�t 1) GATES w,?~4 pe slits krertM in gahiarized w*sh fabtk, fikx)e-4r*(x" on min- 3'dl1am`9tr qa&anifed 4W pol,,t (Gato and pixA cw*%W and k*iOBW W a to C*30 Ly ricemed %nce cmbuctu) MOP PIN lh* d& 18' " trr� rod gate tabor FrQAJe 3A' dEa tide 6- into dyotte rot roft. in airkat pt Ale a 1pv.t 7.) SOIL a DeadiN upx� h3 be A %a%t 2,5W p.s.f. BOLLARD 3'-V hk)h, 6' damaw Itty:1 pipe b6btd Wth WXMO, pair "d traft yeJk^ ftedded 3'-0- deep In IS- Cw(stte f"idatkxL (See Daa 1) CONCRM MWJNRY WALL OONSTRtjO ON MatiAtialS, �#nI) alit q"ty Wfif 'A of PW its at)oWjekl� with a!K41caLie Floti DiUrg Code I Locall Coke Hliknum 9,-r#dkd&. 1. Gracle 60. v�r#jcw M1 dot rrir* 90 be PLWW in the wkkv of ►PA, nw" cek3tA shall be hdd ki pot nat tt* bop and DO&Ain. 2- if a stab 6 don not lh,*W with a va%A' "e, it uiall ryit tpe sloped ft"e U,011 cce ro-t&ytall in SU W11sc4s (1,6). J. HorWfA ball t-OWeceffIvit uPel be �NOW4 t t4je DIJR-0-Wal (ot 16- O.0 4. Ho3crov Lodd - be&" Cavx* Mawity LMb " be nexrf-A vhzVt c*fttvdng ho ASM C-90,,o&Ji a tY&)krxjM W)W.Ive *en 0 01,900 p-sl S. Mw& shA- be " M or % lin aoxnUme ;girth ASTM C-270. PUce al fe conveka. ow�rasx wasom in eufmVig Dow kt" Ns"flWAt& J*A3L ProOd Ixe shell roodw �, hoWftall and %k%W L Coarse gtaiA :ha 1cmttmboA$TM C-1776, kefth a max1it-mm ()f 3(8", 8* to 10'Oump, U4 a ff9j1*nuM Ccttvdrels soo r 02,50O PL%.L at 28 diys. 7. Mlria)"3"x (sawLoit) are mqlukedatt:hebo tip owce Of al oecs to velift V" pwanyd`rt_ (3ea".1ts U.,Ian be WW mur maset" lnslvdba - ptu�iJW liq acyLvdaiyja w1h ACI 531-•.6, and bafte. qroWr#;. klor to q*L&% ese 9W space shal W dew, •iM no mat m W)ect�ws qn5A& than nwitar dmffirwA or off w fcrej;n rv0_1vi& AM c " be In arqne k atd 9wit sdW?y be Wed v#AA coatow qroA as spadW 9. ot.0ing *dtgo qtx slial be wwAdabW with fleyk3e cal* Ybralfe. n-A al -&A prow shag be W*pM a ffirfinxxft of t - -f r bElow It* bV 0 IT* mAIA, bood bran ma". PaA 3 Of 3 THREADED PLUG (CAST IRON IN PAVED AREAS) 1Wk 111<"N'11"��l CONC. PAD 4" THK. X I'-6"SQ. W16"x6" W.W.F. PVC (MATCH SEWER SIZE) STOPPER AS RECOMMENDED BY THE PIPE MANUFACTURER NEW SEWER LINE TYPICAL CLEANOUT N. T. S. BALL VALVES (BRASS OR S.S.) NIPPLE-BRASS ELNW GALV. 90'-� REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY BAH VALVES (BRASS OR S.S.) NIPPLE-BRASS /M ELBOW e\ ---GALV. 90* Z- TEST COCK r ON VALVE UNION UNION (GALV.) 7 12 MIN.. RISER-GALV. 12' + PIPE DIA. (MIN. RISER-GALV,--___,., * DISTANCE) GRADE x� 4' CONCRETE SLAB 2.0' BERM 2.0' -12.1' 1 F, - 67.2'_ EXIST GRADE TOB EL = 88.5 . ... . .... .0 8* CONC RETAINING WALL TYP. TOS EL = 83.5 NOTE. SOD ALL POND BANKS &: SEED /MULCH POND BOTTOM POND SECTION A-A N.T.S. A METER SERVICE NOTES.' MINIMUM CLEARANCE OF 24- TO BE MAINTAINED AROUND DEVICE FOR TESTING, RELD ADJUST AND CUT RISERS TO PROPER LENGTH. ENTIRE ASSEMBLY To BE PAINTED AWNA BLUE. CONCRETE SLAB TO EXTEND 12' MIN. AROUND ENTIRE DEVICE, DEVICE MUST BE ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH, REDUCED PRESSURE BACKFLOW PREVENTION DEVICE (RPBPD) N.T.S. 12' MIN. -4- - EXIST GRADE PAVED AREAS ---NON-PAVED AREAS - - - - - - - - - - - 112,47' 45.7' 12.6', 134.42' , MMM cv- 7 Z61 _d1n._!;f_ar1Nn_l - la,e_g I ADJUSTMENT LENGTH FOR FUTURE USE. -3 cone, FlIed (tyj) 5 tA-- 1b 7 M I J .0 CONCRETE VALVE PAD 2. OPERATING NUT SHALL BE SO AS TO PAVEMENT EXIST GRADE--" 12' BE WITHIN 12" OF GRADE. EXTENSION TO (FOR PAVED AREA) FINISHED GRADE BE PROVIDED AS REQUIRED. RETAINING WALL TYP. CONSTRUCT CURB, BASE, AND SUBBASE (FOR NON-PAVED AREA) LH L 1, PRIOR TO WALL CONSTRUCTION LI TOS EL = 83.5 ELM ATTACHED AND SHALL HAVE A STAINLESS N. 1.S diw V`h hriv Tla #,n M Wa-. 1-#5 rabor contIfli.,otis: I-4 clearaic 1;e rn TAI e ir% avinc gate (tv.) 16" r"Gri-crists fr,*Vng w/ - - -- - - - - - - - - - - - - - ccnr, nlcd (fyp.y I>* rlxc, IN* 4a* Tj 2' fhex doomi,=• min. -nim (31 Y*Ing qctc I mfn. L LIL 00 P Gfop pin M04-1p LAU N.T.5 Ile b5,xn V" 72-.fiO rebar Dantrnucug ARV11111 4� mtgr (tw. 300 P.SLI. cancrete slab w"kh fl'w m4sah r0iforcIng menrAAKIC, rnrn r2" tNckneas, 5'd stoat plqIe lr 4, 'r �010r(14 plintod Vlfrlc t0w top ON96 f . r Ile A 11'' DOLLAR[ DETAIL U.T.S. CA iv cent" tflullulfflilu, iribi ELEVATION NOTES: 1,) WALLS New cwbbv_bw.* traY-mun 6!-0* hkA aW cwitoxW of oow*:te LW Hatetfals usW sWikill be wra-Aefit*411 0W.4 Used In the C&6&tKWA (of and amhltedirall of the ptimipall WWk4 2.) FMTLNG$ 8'X16'ouvae ►y/ 2 - 85 o:x"11�7ms tebar tYitx! d . 3,) CONCRETE 9AS MotxAfic, min- 10x10 weVal wke fattk (W.W.R), 3000 1psiwth MW meo relfillw*q. 4,) iQ0NCP1TE FILLED MLS With t - #5 ver5call teWr biml to Focl_& IM at &v-h Qotn& W4 evety 4" o�t 1) GATES w,?~4 pe slits krertM in gahiarized w*sh fabtk, fikx)e-4r*(x" on min- 3'dl1am`9tr qa&anifed 4W pol,,t (Gato and pixA cw*%W and k*iOBW W a to C*30 Ly ricemed %nce cmbuctu) MOP PIN lh* d& 18' " trr� rod gate tabor FrQAJe 3A' dEa tide 6- into dyotte rot roft. in airkat pt Ale a 1pv.t 7.) SOIL a DeadiN upx� h3 be A %a%t 2,5W p.s.f. BOLLARD 3'-V hk)h, 6' damaw Itty:1 pipe b6btd Wth WXMO, pair "d traft yeJk^ ftedded 3'-0- deep In IS- Cw(stte f"idatkxL (See Daa 1) CONCRM MWJNRY WALL OONSTRtjO ON MatiAtialS, �#nI) alit q"ty Wfif 'A of PW its at)oWjekl� with a!K41caLie Floti DiUrg Code I Locall Coke Hliknum 9,-r#dkd&. 1. Gracle 60. v�r#jcw M1 dot rrir* 90 be PLWW in the wkkv of ►PA, nw" cek3tA shall be hdd ki pot nat tt* bop and DO&Ain. 2- if a stab 6 don not lh,*W with a va%A' "e, it uiall ryit tpe sloped ft"e U,011 cce ro-t&ytall in SU W11sc4s (1,6). J. HorWfA ball t-OWeceffIvit uPel be �NOW4 t t4je DIJR-0-Wal (ot 16- O.0 4. Ho3crov Lodd - be&" Cavx* Mawity LMb " be nexrf-A vhzVt c*fttvdng ho ASM C-90,,o&Ji a tY&)krxjM W)W.Ive *en 0 01,900 p-sl S. Mw& shA- be " M or % lin aoxnUme ;girth ASTM C-270. PUce al fe conveka. ow�rasx wasom in eufmVig Dow kt" Ns"flWAt& J*A3L ProOd Ixe shell roodw �, hoWftall and %k%W L Coarse gtaiA :ha 1cmttmboA$TM C-1776, kefth a max1it-mm ()f 3(8", 8* to 10'Oump, U4 a ff9j1*nuM Ccttvdrels soo r 02,50O PL%.L at 28 diys. 7. Mlria)"3"x (sawLoit) are mqlukedatt:hebo tip owce Of al oecs to velift V" pwanyd`rt_ (3ea".1ts U.,Ian be WW mur maset" lnslvdba - ptu�iJW liq acyLvdaiyja w1h ACI 531-•.6, and bafte. qroWr#;. klor to q*L&% ese 9W space shal W dew, •iM no mat m W)ect�ws qn5A& than nwitar dmffirwA or off w fcrej;n rv0_1vi& AM c " be In arqne k atd 9wit sdW?y be Wed v#AA coatow qroA as spadW 9. ot.0ing *dtgo qtx slial be wwAdabW with fleyk3e cal* Ybralfe. n-A al -&A prow shag be W*pM a ffirfinxxft of t - -f r bElow It* bV 0 IT* mAIA, bood bran ma". PaA 3 Of 3 THREADED PLUG (CAST IRON IN PAVED AREAS) 1Wk 111<"N'11"��l CONC. PAD 4" THK. X I'-6"SQ. W16"x6" W.W.F. PVC (MATCH SEWER SIZE) STOPPER AS RECOMMENDED BY THE PIPE MANUFACTURER NEW SEWER LINE TYPICAL CLEANOUT N. T. S. BALL VALVES (BRASS OR S.S.) NIPPLE-BRASS ELNW GALV. 90'-� REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY BAH VALVES (BRASS OR S.S.) NIPPLE-BRASS /M ELBOW e\ ---GALV. 90* Z- TEST COCK r ON VALVE UNION UNION (GALV.) 7 12 MIN.. RISER-GALV. 12' + PIPE DIA. (MIN. RISER-GALV,--___,., * DISTANCE) GRADE x� 4' CONCRETE SLAB 2.0' BERM 2.0' -12.1' 1 F, - 67.2'_ EXIST GRADE TOB EL = 88.5 . ... . .... .0 8* CONC RETAINING WALL TYP. TOS EL = 83.5 NOTE. SOD ALL POND BANKS &: SEED /MULCH POND BOTTOM POND SECTION A-A N.T.S. A METER SERVICE NOTES.' MINIMUM CLEARANCE OF 24- TO BE MAINTAINED AROUND DEVICE FOR TESTING, RELD ADJUST AND CUT RISERS TO PROPER LENGTH. ENTIRE ASSEMBLY To BE PAINTED AWNA BLUE. CONCRETE SLAB TO EXTEND 12' MIN. AROUND ENTIRE DEVICE, DEVICE MUST BE ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH, REDUCED PRESSURE BACKFLOW PREVENTION DEVICE (RPBPD) N.T.S. 12' MIN. -4- - EXIST GRADE PAVED AREAS ---NON-PAVED AREAS ltl__ 112,47' 45.7' 12.6', 134.42' C.I. COVER INSCRIBED FOR WATER OR SEWER MMM 106.5 ADJUSTMENT LENGTH FOR FUTURE USE. W.W.F. 6x6 - W2.1 xW2.1 5 tA-- TOB EL 88.5 . ..... ... 8.0 .0 CONCRETE VALVE PAD 2. OPERATING NUT SHALL BE SO AS TO PAVEMENT EXIST GRADE--" BE WITHIN 12" OF GRADE. EXTENSION TO (FOR PAVED AREA) FINISHED GRADE BE PROVIDED AS REQUIRED. RETAINING WALL TYP. CONSTRUCT CURB, BASE, AND SUBBASE (FOR NON-PAVED AREA) L 1, PRIOR TO WALL CONSTRUCTION 12* CMU WALL TOS EL = 83.5 ATTACHED AND SHALL HAVE A STAINLESS W1 GRAVEL FOOTING TOS EL = 83.5 NOTE: PROPOSED 1 (SEE STRUCTURAL) STEEL PIN AT THE VALVE AND SHEAR PIN 6* 06 V. GRADE SECTION C-C_ N.T.S. ONLY AT THE OPERATING NUT. R lmmmmmmm:mmmmmmm N.T.S. 2.0' -12.9' 67.0' -]1 im 13.1 ' 7 A EXIST GRAD JTOB EL _(ii) Srl N" TOS EL 83.5 NOTE. SOD ALL POND BANKS & SEED /MULCH POND BOTTOM POND SECTION B-B- N.T.S. 6 TOTAL LENGTH OF RESTRAINT RE' FOR D.I. PIPE D.I.P. D.I.P. D.I.P. DJP PLUG STANDARD JOINT RESTRAINED JOINTS "Tz NOTES: 1. For length of pipe and number of joints to be restrained see Table (this page). 2. Only ductile iron fittings shall be used at joints to be restrained unless otherwise specified by this Department. Z En W IL UO UO UNIFLANGE 1350 RESTRAINER STANDARD JOINT STANDARD JOINT AHED JOINTS DESIGN ENGINEER SHALL CALCULATE PROPER VALUES AND FILL IN TABLE PRIOR TO SUBMITTAL. kL LENGTH OF RESTRAINT - -1 FOR D.I. PIPE � O Minimum Design Criteria Bedding Type: 3 Design Pressure: 150 psi. Safety Factor: 1.5 Depth of Cover: 3.0 ft. STANDARD JOINT Minimum Footage of Pipe Restraint H-8: Horizontal Bend VU-B: Vertical-Up Bend VD-B: Vertical-Down Bend RESTRAINED JOINT STANDARD T S NOTES: PAVED AREAS ---NON-PAVED AREAS Mm 24*x 24*x 6" 3000 PSI CONCRETE COLLAR WITH 45.7' 12.6', 134.42' C.I. COVER INSCRIBED FOR WATER OR SEWER MMM 106.5 ADJUSTMENT LENGTH FOR FUTURE USE. W.W.F. 6x6 - W2.1 xW2.1 5 tA-- TOB EL 88.5 . ..... ... 8.0 .0 CONCRETE VALVE PAD 2. OPERATING NUT SHALL BE SO AS TO PAVEMENT EXIST GRADE--" BE WITHIN 12" OF GRADE. EXTENSION TO (FOR PAVED AREA) FINISHED GRADE BE PROVIDED AS REQUIRED. RETAINING WALL TYP. (FOR NON-PAVED AREA) L 1, 3. VALVE EXTENSION SHALL BE MECHANICALLY TOS EL = 83.5 ATTACHED AND SHALL HAVE A STAINLESS IN TOS EL = 83.5 NOTE: -COMPACTED EARTH STEEL PIN AT THE VALVE AND SHEAR PIN POND SECTION C-C_ N.T.S. ONLY AT THE OPERATING NUT. R 3* PVC W/ THREADED PVC 5. ALL PVC PIPE SHALL REQUIRE TWO CL 2- MIN.- I INVERTED KEY PLUG (FLUSH) INSULATED METALLIC LOCATING :2 W Li CAST IRON, ROADWAY TYPE, WIRES (10 GAUGE SOLID COPPER) 0 V) x:3 EDmm®®M EXTENSION VALVE BOX (INSIDE SCREW) TAPED WITH 2* WIDE DUCT TAPE TO TOP CENTERLINE OF THE PIPE z SLEEVE AS REQUIRED SLEEVE AS (PVC OR DIP) AT EVERY JOINT AND 4 TO 5 REQUIRED � E=EM12MMMW FEET SPACING. (DIP) COMPACTED BACKFILL PER SPECIFICATIONS 6. LOCATING WIRES TO TERMINATE 4* ABOVE CONCRETE VALVE PAD MEMEMMMM TWO (2) PAIRS OF GREEN INSULATED METALLIC AND FOLDED BACK INSIDE 3" PVC MMEOMMM 10 GAUGE SOLID COPPER WIRE (TYP.) ACCESS PIPE AND PLUGGED. EACH PAIR HEADING ON OPPOSITE DIRECTIONS 7. LOCATING WIRES SHALL BE CAPABLE OF Minimum Footage of Pipe Restraint H-8: Horizontal Bend VU-B: Vertical-Up Bend VD-B: Vertical-Down Bend RESTRAINED JOINT STANDARD T S NOTES: PAVED AREAS ---NON-PAVED AREAS 1. EXTENSION ON VALVE BOX SHALL BE 24*x 24*x 6" 3000 PSI CONCRETE COLLAR WITH 45.7' 12.6', 134.42' C.I. COVER INSCRIBED FOR WATER OR SEWER SET SO AS TO RESERVE 1/2 OF THE 106.5 ADJUSTMENT LENGTH FOR FUTURE USE. W.W.F. 6x6 - W2.1 xW2.1 5 tA-- TOB EL 88.5 . ..... ... 8.0 .0 CONCRETE VALVE PAD 2. OPERATING NUT SHALL BE SO AS TO PAVEMENT EXIST GRADE--" BE WITHIN 12" OF GRADE. EXTENSION TO (FOR PAVED AREA) FINISHED GRADE BE PROVIDED AS REQUIRED. RETAINING WALL TYP. (FOR NON-PAVED AREA) L 1, 3. VALVE EXTENSION SHALL BE MECHANICALLY TOS EL = 83.5 ATTACHED AND SHALL HAVE A STAINLESS IN TOS EL = 83.5 NOTE: -COMPACTED EARTH STEEL PIN AT THE VALVE AND SHEAR PIN POND SECTION C-C_ N.T.S. ONLY AT THE OPERATING NUT. R 3* PVC W/ THREADED PVC 5. ALL PVC PIPE SHALL REQUIRE TWO CL 2- MIN.- I INVERTED KEY PLUG (FLUSH) INSULATED METALLIC LOCATING :2 W Li CAST IRON, ROADWAY TYPE, WIRES (10 GAUGE SOLID COPPER) 0 V) x:3 EXTENSION VALVE BOX (INSIDE SCREW) TAPED WITH 2* WIDE DUCT TAPE TO TOP CENTERLINE OF THE PIPE z SLEEVE AS REQUIRED SLEEVE AS (PVC OR DIP) AT EVERY JOINT AND 4 TO 5 REQUIRED � FEET SPACING. (DIP) COMPACTED BACKFILL PER SPECIFICATIONS 6. LOCATING WIRES TO TERMINATE 4* ABOVE CONCRETE VALVE PAD TWO (2) PAIRS OF GREEN INSULATED METALLIC AND FOLDED BACK INSIDE 3" PVC 10 GAUGE SOLID COPPER WIRE (TYP.) ACCESS PIPE AND PLUGGED. EACH PAIR HEADING ON OPPOSITE DIRECTIONS 7. LOCATING WIRES SHALL BE CAPABLE OF DETECTION BY A CABLE LOCATOR WATER OR FORCE MAIN AND PASS A FIELD CONOUCTNITY TEST OBSERVED BY THE COUNTY FROM END TO END OF WIRES. B. SPLICES SHALL BE CAPABLE OF COMPLETE SUBMERSION, SUCH AS BUTT SPLICE WITH RAYCHEM HEAT SHRINK TUBING. UNDISTURBED DUCT TAPE EARTH OYP-) 9. NO MORE THAN ONE SPLICE BETWEEN VALVES IS ALLOWED. PAVED & NON-PAVED AREAS GATE VALVE & TRACER WIRE 0 SEE PLAN 15, MIN. I EXTRUDED CONCRETE CURB (AT GRADE) EXISTING GRADE (NO EXCAVATION) 6' COMPACTED SUBGRADE (95% AASHTO T-1801LBR 20) L �6- PERVIOUS CONCRETE PAVEMENT AT GRADE I EXTRUDED CONCRETE RIBBON CURB L-IMPERVIOUS PAVING WICOMPACTED BASE & SUBGRADE PER FLORIDA CONCRETE PRODUCTS ASSOCIATION, INC. PERVIOUS PAVING DETAIL N.T.S. Lo__5 P=4 Z U) Z 0 W L0 Z OCL U) U > 0 Lo LO 10(D to (0 (1) Z 6 10 10 N N a5 Z (D Z > > cC 14 C/) IT III CD zf:lz Z D - V) CC D Li Z w UJI 0 0 Z EL Z Z 0 LU 1Z 04 04 � W� M WpA N�0 aww ��akn �kna pq aMw 0 0 6 9 0 0 N 0 0 0 Z W EL 3 (\J Z qO >_ ED I J, Z Z W U W _J DRAWN BY: CHECKED B7 JLB KMB JOB #: 0 1 718.0002 7E-c 77P RNG: 02-26S-2 I E DATE: 05-07-10 45.7' 12.6', 134.42' 2,67, 55' 106.5 TOB EL F 88.5 5 tA-- TOB EL 88.5 . ..... ... 8.0 .0 6. EXIST GRADE--" \-8* CONC RETAINING WALL TYP. L CONC FLUME TOS EL = 83.5 TOS EL = 83.5 NOTE: SOD ALL POND BANKS & SEED /MULCH POND BOTTOM POND SECTION C-C_ N.T.S. 0 SEE PLAN 15, MIN. I EXTRUDED CONCRETE CURB (AT GRADE) EXISTING GRADE (NO EXCAVATION) 6' COMPACTED SUBGRADE (95% AASHTO T-1801LBR 20) L �6- PERVIOUS CONCRETE PAVEMENT AT GRADE I EXTRUDED CONCRETE RIBBON CURB L-IMPERVIOUS PAVING WICOMPACTED BASE & SUBGRADE PER FLORIDA CONCRETE PRODUCTS ASSOCIATION, INC. PERVIOUS PAVING DETAIL N.T.S. Lo__5 P=4 Z U) Z 0 W L0 Z OCL U) U > 0 Lo LO 10(D to (0 (1) Z 6 10 10 N N a5 Z (D Z > > cC 14 C/) IT III CD zf:lz Z D - V) CC D Li Z w UJI 0 0 Z EL Z Z 0 LU 1Z 04 04 � W� M WpA N�0 aww ��akn �kna pq aMw 0 0 6 9 0 0 N 0 0 0 Z W EL 3 (\J Z qO >_ ED I J, Z Z W U W _J DRAWN BY: CHECKED B7 JLB KMB JOB #: 0 1 718.0002 7E-c 77P RNG: 02-26S-2 I E DATE: 05-07-10 E Q. 0 0 �r 0 N m L N 0 0 J a w 0 i 0 c w c 0 c u a s C C C / r a C a c c C C C, C V c c a S IN 8 � 6" 4, 51 „ /22 Spaces (31 1 FOOT INDEX No. 233 V1 (REINFORCE WITHIN LIMITS SHOWN, 5 x 31 x 123 Bars 01" SECTION AA 4' -10" o� II P-8 12" 12' � n_ n n - TYPE 'F' INLET 8 TOP EL = 88.4' 1 FOOT INDEX No. 233 5' -0" B" I 8" S -9 TYPE 'F' INLET INV EL = 84,90' (187 W S -2 e C IC 1 FOOT INDEX No. 233 P -5 18' RCP - 35 LF -10 TOP EL = 88.5' S -1 DPE 'F' INLET I A �� I � r 1 A 2" Ctrs. iNV EL = 84.85' (187 N L 1 FOOT INDEX No. 200 � #� I � e 12" �2,� rs 11 DIC iWEL =84.84'(187E F-1 TYPE Or INLET ol lop TOP EL = 88.1' P-6 18' RCP - 45 LF 4 5 x31 x i6 PLAN ,_ _f 8 INV EL = 84.92' (19' X 307 W STEEL GRATE 5" Steel Decking, Weight 630 Lbs. Main Bars" N P-3 19' X 30- ERCP - 85 LF intermediate Bar51i' Reticuline Ors j x �E 'F' INLET 4' -10" Decking 4' -51" Lifting Loop TOP EL = 88.11' SEE EXTRA BASE DETAIL) 7o I Edges To" Rad INV EL = 85,01' (187 SE FOOT INDEX No. 233 TOP EL = 87.95' Eye Bolt ' , Q ee Index 2 INV EL = 84.75' (187 S INV EL = 84.75' (19' X 307 N _J Q 19' X 30' ERCP N 142 LF S -i TYPE Or INLET 2" C ,r0 2r, V 2" 11 E v _ 2„ � q jy E E o Q •E c ai r- INV EL = 84.52' (19' X 307 N INV EL = 84.52' (19' X 30'7 S U ~ O -T-T--T I q c 30 11 h 11 iNV EL = 84,52' (DUAL 19' X 307 W UUN CO iL =4 ......... zF SECTION AA *4 Bars 12" Ctrs. SECTION 8B F.D.O.T. INDEX NO. 233 TYPE "G" DROP INLET TYPE 'F" INLET FOOT INDEX No. 233 N. T. S. IN Extra Base Required When This Dimension is Less Than 12" For Concrete Pipe, 15" For Corrugated Steel Pipe And 18" For Corrugated Aluminum Pipe And Corrugated Polyethylene Pipe; See Plan For Type Of Base. Bottom of Bose F Extra Base — +_ Material (See Plan) FRANGIBLE BASE F.D.O.T. INDEX NO. 205 CROSS CULVERTS UNDER FLEXIBLE PAVEMENT EXTRA BASE DETAIL N. T. S. 0 w 2" Cl. h U I � 6" � 5' -4" 5' -3" Tool Edges To Rod 6" _ I� FOOT INDEX No. 233 V1 (REINFORCE WITHIN LIMITS SHOWN, SECTION AA 4' -10" o� II P-8 12" 12' � n_ n n - Extra Base Required When This Dimension is Less Than 12" For Concrete Pipe, 15" For Corrugated Steel Pipe And 18" For Corrugated Aluminum Pipe And Corrugated Polyethylene Pipe; See Plan For Type Of Base. Bottom of Bose F Extra Base — +_ Material (See Plan) FRANGIBLE BASE F.D.O.T. INDEX NO. 205 CROSS CULVERTS UNDER FLEXIBLE PAVEMENT EXTRA BASE DETAIL N. T. S. 0 w 2" Cl. h U I � 6" � 5' -4" 5' -3" Tool Edges To Rod 6" _ I� FOOT INDEX No. 233 V1 (REINFORCE WITHIN LIMITS SHOWN, SECTION AA 1 II P-8 12" 12' � n_ n n - TYPE 'F' INLET 8 TOP EL = 88.4' N © FOOT INDEX No. 233 5' -0" DUAL 19' X 30' ERCP - 99 LF I 8" S -9 TYPE 'F' INLET INV EL = 84,90' (187 W S -2 TYPE 'F' INLET INV` EL = 84,32' (67 E FOOT INDEX No. 233 P -5 18' RCP - 35 LF -10 TOP EL = 88.5' S -1 DPE 'F' INLET I INV EL = 85.18' (19' X 307 W INV EL = 85.18' (19' X 307 E I � r ® 12" 2" Ctrs. iNV EL = 84.85' (187 N p � FOOT INDEX No. 200 � #� I � e 12" �2,� rs TOP EL = 88.3' INV EL = 64.84' (47 N iWEL =84.84'(187E F-1 TYPE Or INLET iNV EL = 84.84' (187 SW FOOT INDEX No. 233 TOP EL = 88.1' P-6 18' RCP - 45 LF INV EL = 84.92' (19' X 307 E INV EL = 84.92' (19' X 307 W P-3 Extra Base Required When This Dimension is Less Than 12" For Concrete Pipe, 15" For Corrugated Steel Pipe And 18" For Corrugated Aluminum Pipe And Corrugated Polyethylene Pipe; See Plan For Type Of Base. Bottom of Bose F Extra Base — +_ Material (See Plan) FRANGIBLE BASE F.D.O.T. INDEX NO. 205 CROSS CULVERTS UNDER FLEXIBLE PAVEMENT EXTRA BASE DETAIL N. T. S. 0 w 2" Cl. h U I � 6" � 5' -4" 5' -3" Tool Edges To Rod 6" _ I� FOOT INDEX No. 233 V1 (REINFORCE WITHIN LIMITS SHOWN, SECTION AA 1 II P-8 12" 12' iNV EL = 85.29' (19' X 307 W S -5 TYPE 'F' INLET 8 TOP EL = 88.4' N © FOOT INDEX No. 233 5' -0" DUAL 19' X 30' ERCP - 99 LF P-9 8" S -9 TYPE 'F' INLET INV EL = 84,90' (187 W S -2 TYPE 'F' INLET INV` EL = 84,32' (67 E FOOT INDEX No. 233 P -5 18' RCP - 35 LF -10 TOP EL = 88.5' S -1 DPE 'F' INLET I INV EL = 85.18' (19' X 307 W INV EL = 85.18' (19' X 307 E I � r ® 12" 2" Ctrs. iNV EL = 84.85' (187 N FOOT INDEX No. 200 P -2 19' X 30' ERCP - 245 LF TOP EL = 88.3' INV EL = 64.84' (47 N iWEL =84.84'(187E F-1 TYPE Or INLET iNV EL = 84.84' (187 SW FOOT INDEX No. 233 �� T Eye Bolt See index 201 #4 Bars 12" Ctrs. (14 Spaces o 2�') rc c,._.. - 3" I N r4. •C -1 PLAN SECTION STEEL GRATE Steel Grating, Straight Bars 2'x j' Reticuline Bars 1;= x )' F.D.O.T. INDEX NO. 232 TYPE "C" GRATE INLET <r Ri A M L 5'-4- B I PLAN e 4' -0„ I Too/ Edges To � Radiu 8� IN 2" +Clear i o 4 ears ® 2" 1 Ctrs. _ I� FOOT INDEX No. 233 V1 (REINFORCE WITHIN LIMITS SHOWN, SECTION AA Rh w c o c j Cmyy.�'' a U�'O O 2-2 +) y X c Ii c Etv E c°�ati �o 14 Bars 0 12" Ctrs, 2" Clear 2" Cle v- 8 2' -0" 8" 12" 1� I � Ir= SECTION BB F.D.O.T. INDEX NO. 233 TYPE "F" GRATE INLET N. T. S. NOTES (TOP'S) 1. Manhole top Type 8 may be of =st-in-ploce or precast Tongue & Groove concrete construction or brick oconstruction. For concrete Joint To Match construction, the concrete and s7feel reinforcement shall Riser be the some as the supporting swall unit. An eccentric cone may be used. 2. Manhole tops shall be secured to structures by optional construction Joints as shown on Sheet 3 of 6 of FDOT Index 201. PRECAST CONCENTRIC CONE TYPE 8 One Cage 14 ® 12" E.W. in Center 1/3 Of Concrete Wafll CL FOR INVER SEE PLAN v 00 °- a� X � v C. E. W. PLAN SECTION F.D.O.T. INDEX N0.'s 200 & 201 TYPE "P" STANDARD MANHOL E (ALT. A N.T.S. CONTROL STRUCTURE N. T. S. EXISTING UPLAND OR 2 -112' MIN. DA STEEL 1 33 LBS /FT MiN.) 3' OR MORE 12' 8' (SEE TYPICAL SILT FENCE DETAIL) SILT BARRIER 0 CONNECTION OF STORM PiPE TO UPLAND AREAS ' 15' TYPiCAL�f- �� 12' MIN OPTIONAL POST POSITIONS I 20' LE POST POS ON —6' MAX— A8R1E (IN CONFORMANCE WiTN (CANTED2 TOWARD FLOW) C, 985 FDOT SPEC.) SILT FLOW s ELEVATiON SECTION NOTE. SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (1F). TYPE Ill SiLT FENCE k-0f�- B- FENBE- NOIE: BALES TO BE STAKED AT THE DIRECTION OF THE ENGINEER. NOTE: BALES TO BE STAKED AT THE REAM DIRECTION OF THE ENGINEER. LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES. 8ALES BACKED BY FENC£ �IIII iIII� ANCHOR BALES WITH 2 - 2' X 2' X 4' y O STAKES PER BALE TATE ROAD 5- - - DITCH _ DITCH _ � iIIlNllllllliillil�� IIIIIIIIII IIIIIIIIII�� — AP CURB dt GUTTER �, PARTIAL IN LfI COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SiMiLAR STRUCTURES TYPE III OR IV SILT FENCE PROTECTION ETC. AS NECESSARY TO MATCH FINISHED GRADES, AROUND DiTCH BOTTOM INLETS. EROSION CONTROL DETAILS SCALE: NTS STORM STRUCTURE TABLE S -1 TYPE 'F' INLET P-4 DUAL 14' X 23' FRCP N 110 LF FOOT INDEX No. 233 V1 (REINFORCE WITHIN LIMITS SHOWN, TOP EL = 88.5' SEE EXTRA BASE DETAIL) INV EL = 85.29' (14' X 237 SE P-8 19' X 30' - 62 LF S-8 iNV EL = 85.29' (19' X 307 W S -5 TYPE 'F' INLET TOP EL = 88.4' FOOT INDEX No. 233 P -1 DUAL 19' X 30' ERCP - 99 LF P-9 TOP EL = 88.0' S -9 TYPE 'F' INLET INV EL = 84,90' (187 W S -2 TYPE 'F' INLET INV` EL = 84,32' (67 E FOOT INDEX No. 233 P -5 18' RCP - 35 LF -10 TOP EL = 88.5' S -1 DPE 'F' INLET INV EL = 85.18' (19' X 307 W INV EL = 85.18' (19' X 307 E J -1 TYPE P. MANHOLE iNV EL = 84.85' (187 N FOOT INDEX No. 200 P -2 19' X 30' ERCP - 245 LF TOP EL = 88.3' INV EL = 64.84' (47 iWEL =84.84'(187E S -3 TYPE Or INLET iNV EL = 84.84' (187 SW FOOT INDEX No. 233 TOP EL = 88.1' P-6 18' RCP - 45 LF INV EL = 84.92' (19' X 307 E INV EL = 84.92' (19' X 307 W P-3 19' X 30- ERCP - 85 LF S -8 TYPE 'F INLET FOOT INDEX No. 233 �E 'F' INLET (REINFORCE WITHIN LIMITS SHOWN, TOP EL = 88.11' SEE EXTRA BASE DETAIL) INV EL = 85,01' (187 SE P-7 18' RCP - 45 LF V INEW M4 Le-n U bb 5 FO 8 z W CD (D 0 z _ N z L1J w a LJ a z 0.(o z (D Z ZCL Uj F1 TYPE 'F' INLET S -7 �T INDEX No. 233 TOP EL = 88.4' V1 INV` EL = 84.77' (187 NW iNV EL = 84.77' (187 NE INV EL = 84.77 (67 SE INV EL = 84.77' (19' X 307 S P-8 19' X 30' - 62 LF S-8 TYPE 'F' INLET FOOT INDEX No. 233 TOP EL = 88.4' INV EL = 84.68' (19' X 307 N INV EL = 84.68' (19' X 307 S P-9 19' X 30' ERCP - 62 LF S -9 TYPE 'F' INLET FOOT INDEX No. 232 TOP EL = 88.4' INV` EL = 84,32' (67 E INV EL = 84,58' (19' X 307 N INV EL = 84,58' (19' X 307 SW -10 19' X 30' RCP - 38 LF S -1 DPE 'F' INLET FOOT INDEX No. 233 TOP EL = 87,95' iNV EL = 84.85' (187 N 18' RCP - 56 LF V INEW M4 Le-n U bb 5 FO 8 z W CD (D 0 z _ N z L1J w a LJ a z 0.(o z (D Z ZCL Uj F1 Q �? 4 4 ° 0 0 0 0 0 - N (� POND O &M W N THE WORK SPECIFIED CONSISTS OF THE OPERATION AND MAINTENANCE ACTIVITIES REQUIRED TO INSURE CONTINUED AND 0) PROPER PERFORMANCE OF THE STORMWATER MANAGEMENT SYSTEM. THE OPERATION AND MAINTENANCE ENTITY SHOULD PERFORM THE FOLLOWING OPERATION AND MAINTENANCE PROCEDURES: z (Q 1. DISCHARGE STRUCTURES AND CONTROL DEVICES SHOULD BE MAINTAINED OPERATIONAL BY ELIMINATING CLOGGING OF m M THE BAFFLES, GRATES, ETC, CAUSED BY TRASH, DEBRIS AND SEDIMENT. THE INSPECTION FOR PROPER OPERATON MO W `�- MAINTENANCE OF THESE DEVICES SHOULD BE CONDUCTED QUARTERLY. ADDITIONAL. MONITORING AND MAINTENANCE SHOULD Z z \ `V BE CONDUCTED A FIER SEVERE RAINFALL EVENTS. z W ` (� 2. DRY DETENTION AND RETEN17ON AREAS SHOULD BE MAINTAINED OPERATIONAL- BY REMOVING SEDIMENTS, TRASH AND Y INVADER VEGETATION WHICH CAN HINDER PROPER FUNCTIONING THE INSPECTION SHOULD BE CONDUCTED QUARTERLY. ADDITIONAL MONITORING AND MAINTENANCE SHOULD BE CONDUCTED AFTER SEVERE RAINFALL EVENTS. DRAWN BY: CHECKED BY: JLB KMB 3. ALL GRASS IN THE DRY POND AREA SHOULD BE MOWED PERIODICALLY AND ALL CLIPPINGS RECOVERED AND DISPOSED JOB #: OF OFF -SITE IF PERCOLATION BECOMES RESTRICTED DUE TO A BUILD UP OF FINES THE BOTTOM MUST BE CLEANED 01718.0002 AND REGRADED TO DESIGN ELEVATIONS. SEC TWP RNG: 02-26S -2 I E 4. ANY ERODED AREAS THAT ARE OBSERVED DURING ROUTINE MAINTENANCE SHOULD BE FILLED AS SOON AS DISCOVERED DATE: WITH SIMILAR SOILS AND GRASSED BY SODDING OR SEEDING WITH MULCH CUT IN, DEPENDING ON THE SEASON. 05-07-10 C -8.0 V1 a �11^^ VI S -1 �E 'F' INLET N�� O FOOT INDEX No. 233 TOP EL = 87.95' , n V I ' , Q INV EL = 84.75' (187 S INV EL = 84.75' (19' X 307 N _J Q 19' X 30' ERCP N 142 LF S -i TYPE Or INLET V FOOT INDEX No. 233 TOP EL = 86.14' jy INV EL = 84.52' (67 E do SW !� !�1 INV EL = 84.52' (19' X 307 N INV EL = 84.52' (19' X 30'7 S iNV EL = 84,52' (DUAL 19' X 307 W DUAL 19' X 30' ERCP - 192 LF S-1 TYPE 'F" INLET FOOT INDEX No. 233 M TOP EL = 87.6' 00 INV EL = 84.21' (DUAL 19' X 307 E 04 INV EL = 84.21' (DUAL 22' X 347 W �ij 0 DUAL 22' X 34' ERCP N 776 LF S -1 TYPE 'F' INLET ^ FOOT INDEX No. 233 TOP EL = 87.7' INV EL = 84.7' (157 S = (JE 15' RCP N 72 LF S-1 TYPE "F' INLET FOOT INDEX No. 233 TOP EL = 87.8' 0 ~ INV EL = 84,5 (157 N INV EL = 84.5' (187 S O 0 L z g O -18 18' RCP N 86 LF > [�1 o fl a Ai -1 CONC MES � W N Z d O Q i FOOT INDEX 272 INV EL = 83.5' (187 E Q �? 4 4 ° 0 0 0 0 0 - N (� POND O &M W N THE WORK SPECIFIED CONSISTS OF THE OPERATION AND MAINTENANCE ACTIVITIES REQUIRED TO INSURE CONTINUED AND 0) PROPER PERFORMANCE OF THE STORMWATER MANAGEMENT SYSTEM. THE OPERATION AND MAINTENANCE ENTITY SHOULD PERFORM THE FOLLOWING OPERATION AND MAINTENANCE PROCEDURES: z (Q 1. DISCHARGE STRUCTURES AND CONTROL DEVICES SHOULD BE MAINTAINED OPERATIONAL BY ELIMINATING CLOGGING OF m M THE BAFFLES, GRATES, ETC, CAUSED BY TRASH, DEBRIS AND SEDIMENT. THE INSPECTION FOR PROPER OPERATON MO W `�- MAINTENANCE OF THESE DEVICES SHOULD BE CONDUCTED QUARTERLY. ADDITIONAL. MONITORING AND MAINTENANCE SHOULD Z z \ `V BE CONDUCTED A FIER SEVERE RAINFALL EVENTS. z W ` (� 2. DRY DETENTION AND RETEN17ON AREAS SHOULD BE MAINTAINED OPERATIONAL- BY REMOVING SEDIMENTS, TRASH AND Y INVADER VEGETATION WHICH CAN HINDER PROPER FUNCTIONING THE INSPECTION SHOULD BE CONDUCTED QUARTERLY. ADDITIONAL MONITORING AND MAINTENANCE SHOULD BE CONDUCTED AFTER SEVERE RAINFALL EVENTS. DRAWN BY: CHECKED BY: JLB KMB 3. ALL GRASS IN THE DRY POND AREA SHOULD BE MOWED PERIODICALLY AND ALL CLIPPINGS RECOVERED AND DISPOSED JOB #: OF OFF -SITE IF PERCOLATION BECOMES RESTRICTED DUE TO A BUILD UP OF FINES THE BOTTOM MUST BE CLEANED 01718.0002 AND REGRADED TO DESIGN ELEVATIONS. SEC TWP RNG: 02-26S -2 I E 4. ANY ERODED AREAS THAT ARE OBSERVED DURING ROUTINE MAINTENANCE SHOULD BE FILLED AS SOON AS DISCOVERED DATE: WITH SIMILAR SOILS AND GRASSED BY SODDING OR SEEDING WITH MULCH CUT IN, DEPENDING ON THE SEASON. 05-07-10 C -8.0 3 0 Ln gn D D_ wall Is 2.5' s. & 27.8' e. 0 U nsformer 8" pvc wm 23 1 �P JP UA LP D 95 2 RS UA V JP 3 PE M61% DOUBLE ROW 66 VOA z g W 2 Li QV ry U z 0 U 0 TENTION OND TOS fp FILL IN EXISTING 50 RI 1-2f4 8" pvc RETAININ 72 WALL 46 ONE STORY MASONRY BUILDING FINISH JC FLOOR ELEVATION = 89.28 53,639± SQUARE FEET 110.00 00 "S •. I Ell 10, 100 LOR Ad • ,,�, �■.� iii ii i �� \\ a`\ � \ \w. �!�..a. ata: ��.. ' \�a'' `�- �!a a a!►.a ��!a.. ` ` \`a\ ``a.. 1�a��as�a�a 04�✓ �\\ a� � \1w �!�w: 1�1�'1 Zia '10] Lim Ci u ONE STORY X Ln MASONRY BUSINESS / " z 1003 MIN �I %i � / ��. .��i ,Q . /.i'�'��R��'►. /rte /:': ° %'� ��• ��; , ► %� ' • - - - - -/ - - - -- — OMMMIMMIRM - - -- - ° 4 /► . • SIP © r fo Tree Legend SYMBOL NAME SYMBOL NAME • OAK O PINE O PALM • OTHER 0 zP TREE SIZES IN INCHES JC Shore Juniper L I Crape Myrtle MCA Wax Myrtle JP Parson's Juniper LS Sweet Gum POM 1 LOS LOR MC Wax Myrtle RS Red Knock —out Rose Si St. Johns Wart MG Magnolia RI In,dion Hawthorn TJV Vor. Conf, Jasmine PE Pine SR Sillver Saw Palmetto W. QV Live Oak SRA BlIrd of Paradise r WR Washingtonia Palm TR Faokohotchee Grass k ,u UA Winged Elm VOA W<alter's Viburnum a VS Swspensum Viburnum u ZIP Ccaontie G o a 0 od U r - / cn^ /AWA iI P 10, 100 LOR Ad • ,,�, �■.� iii ii i �� \\ a`\ � \ \w. �!�..a. ata: ��.. ' \�a'' `�- �!a a a!►.a ��!a.. ` ` \`a\ ``a.. 1�a��as�a�a 04�✓ �\\ a� � \1w �!�w: 1�1�'1 Zia '10] Lim Ci u ONE STORY X Ln MASONRY BUSINESS / " z 1003 MIN �I %i � / ��. .��i ,Q . /.i'�'��R��'►. /rte /:': ° %'� ��• ��; , ► %� ' • - - - - -/ - - - -- — OMMMIMMIRM - - -- - ° 4 /► . • SIP © r fo Tree Legend SYMBOL NAME SYMBOL NAME • OAK O PINE O PALM • OTHER 0 zP TREE SIZES IN INCHES JC Shore Juniper L I Crape Myrtle MCA Wax Myrtle JP Parson's Juniper LS Sweet Gum POM 1 LOS LOR MC Wax Myrtle RS Red Knock —out Rose Si St. Johns Wart MG Magnolia RI In,dion Hawthorn TJV Vor. Conf, Jasmine PE Pine SR 10, 100 LOR Ad • ,,�, �■.� iii ii i �� \\ a`\ � \ \w. �!�..a. ata: ��.. ' \�a'' `�- �!a a a!►.a ��!a.. ` ` \`a\ ``a.. 1�a��as�a�a 04�✓ �\\ a� � \1w �!�w: 1�1�'1 Zia '10] Lim Ci u ONE STORY X Ln MASONRY BUSINESS / " z 1003 MIN �I %i � / ��. .��i ,Q . /.i'�'��R��'►. /rte /:': ° %'� ��• ��; , ► %� ' • - - - - -/ - - - -- — OMMMIMMIRM - - -- - ° 4 /► . • SIP © r fo Tree Legend SYMBOL NAME SYMBOL NAME Common Name OAK O PINE O PALM • OTHER 0 DEAD TREE SIZES IN INCHES PLANT KEY 1 Quantity Q Code NOTE: CONTRACTOR SHALL REMOVE ALL DELETERIOUS MATERIALS FROM PLANTING AREAS INCLUDING LIMEROCK, SUBBASE TO CLEAN NATIVE SOIL A MINIMUM OF 30" DEPTH WHICH EVER IS GREATER. FILL ALL AREAS TO GRADE AS SHOWN ON CIVIL DRAWINGS WITH CLEAN FILL CONSISTING OF SAND, 25 -53 %, SILT, 28 -50 %, CLAY, 8 -27% PER CODE REQUIREMENTS. TEST AND ADJUST pH OF SOIL TO A RANGE OF 5.5 - 7.0. PROVIDE TO PLANNING DEPARTMENT RESULTS OF SOIL TEST OF SOIL FILL PRIOR TO INSTALLATION OF ANY FILL. EXCAVATION SHALL BE INSPECTED BY PLANNING DEPARTMENT PRIOR TO INSTALLATION OF ANY FILL. i I/ I -'IUrl L Code TREES: r\� Common Name Code SHRUBS: Common Name Code GROUNDCOVER: Common Name BC Pindo Palm CJ Camellia DT Flax Lily INS Nellie Stevens Holly LOR Loropetalum JC Shore Juniper L I Crape Myrtle MCA Wax Myrtle JP Parson's Juniper LS Sweet Gum POM Podocarpus LOS Honeysuckle MC Wax Myrtle RS Red Knock —out Rose Si St. Johns Wart MG Magnolia RI In,dion Hawthorn TJV Vor. Conf, Jasmine PE Pine SR Sillver Saw Palmetto W. QV Live Oak SRA BlIrd of Paradise r WR Washingtonia Palm TR Faokohotchee Grass k ,u UA Winged Elm VOA W<alter's Viburnum a VS Swspensum Viburnum u ZIP Ccaontie G NOTE: SEE SCHEDULE, SHEET D GENERAL -1 FOR NOTES PLANT MATERIAL AND DETAILS � U P T_ 8" pvc to ZZ � O W CV 00 � CD �Q II _J ::D Z M O > (n Z J OW Q n o o ►��0 LO LLJ 0 transformer ater assembly dcB 0 B BoB m B B B w 23 JC 6" pvc wm,, 4 RETAINING ' WA ' INGRESS /EGRESS EASEMENT(D 2, 165 � 1 TJV LS INSTALL AT TOP OF WALL, TRAIN 38 DOWN WALL 13 3 GA Q LOS A 46 JP wall is 23 1 2.0' w. .ea LO S all is 46 4.s' e. JC © 1 LS S 23 LOS MG 72 DT 3 LS 66 LOS 120 MCA INSTALL BETWEEN LOWER AND UPPER RETAINING WALLS UP 8 LI 8" UP (WALL IS 2.5' N. & 30.4' E. 30' INGRESS /EGRESS EASEMENT(D 2" pvc wm i Yys�� =y= N":�� U P u 0 wall is UP 0 U8 rj �'r 2.6: wall is 2.4' J 1.2' W. & W. r k ,u 8" UP (WALL IS 2.5' N. & 30.4' E. 30' INGRESS /EGRESS EASEMENT(D 2" pvc wm i Yys�� =y= C: U CL z �® 0 U > Q ed L a) VT Lam• Cd U 0 n- QJ N 0 V Cry J L/i LL J 0 a `N a� � n J O a1 O to ch �. Z o o zo r w� a as �k + ' LU �t `�/ W r.1.1 J In 0 — • 0 L" O ro a ' >_ .'.. ro0 � ro J to ® ro m � r � r 0 J O 11 O 0 0¢ m� c �m v J •- .rt Q J a JOB NO. 100 i i SHEET L — ) 1 _j u U8 rj �'r J a u 0 L G o a 0 od U cn^ C: U CL z �® 0 U > Q ed L a) VT Lam• Cd U 0 n- QJ N 0 V Cry J L/i LL J 0 a `N a� � n J O a1 O to ch �. Z o o zo r w� a as �k + ' LU �t `�/ W r.1.1 J In 0 — • 0 L" O ro a ' >_ .'.. ro0 � ro J to ® ro m � r � r 0 J O 11 O 0 0¢ m� c �m v J •- .rt Q J a JOB NO. 100 i i SHEET L — ) 1 _j Tree Legend SYMBOL NAME SYMBOL NAME ❑ OAK O PINE O PALM Radius OTHER 0 DEAD TREE SIZES IN INCHES NOTE: CONTRACTOR SHALL REMOVE ALL DELETERIOUS MATERIALS FROM PLANTING AREAS INCLUDING LIMEROCK, SUBBASE TO CLEAN NATIVE SOIL A MINIMUM OF 30" DEPTH WHICH EVER IS GREATER. FILL ALL AREAS TO GRADE AS SHOWN ON CIVIL DRAWINGS WITH CLEAN FILL CONSISTING OF SAND, 25 -53 %, SILT, 28 -50 %, CLAY, 8 -27% PER CODE REQUIREMENTS, TEST AND ADJUST pH OF SOIL TO A RANGE OF 5.5 — 7.0. PROVIDE TO PLANNING DEPARTMENT RESULTS OF SOIL TEST OF SOIL FILL PRIOR TO INSTALLATION OF ANY FILL. EXCAVATION SHALL BE INSPECTED BY PLANNING DEPARTMENT PRIOR TO INSTALLATION OF ANY FILL. IRRIGATION LEGEND Symbol Specification ❑ 1 O Rainbird 10' Radius Full Circle Sprayh(ead ❑ 10' TQ ❑ 1 OH ❑ 1 OQ 0 15F 0 15TQ 0 15H 0150 A15EST 015SST 015CST O 1 -25F Rainbird 10' Radius Three Quarter Circle Rainbird 10' Radius Half Circle Sprayhiead Rainbird 10' Radius Quarter Circle RKn%!r1'Y5' Radius Full Circle Sprayh(ead Rainbird 15' Radius Three Quarter Circle Rainbird 15' Radius Half Circle Sprayhiead Rainbird 15' Radius Quarter Circle Sprayhead 0 I -25ADJ 1 -25 Adj. Radius Gear Driven Head Water Source — 4" deep well with 5 h.p. pump, pump start and blow —off valve ® NETAFIM DRIP IRRIGATION 12" emitter spacing — 12" tech line spacing Rainbird 15' Radius End Strip Sprayhead Rainbird 15' Radius Side Strip Sproyhiead Rainbird 15' Radius Center Strip Spra yhead____ Hunter 1 -25 Full Circle Gear Driven Hiead Controller: Dual program controller with rain sensor Sch. 40 P.V.C. Main Line q0 HUUKJ BEFORE YOU DIG "CALL SUNSHINE" 1-800-432-4770 NOTE: SEE SHEET D -1 FOR GENERAL NOTES AND DETAILS 0 40' SO' 1 60' Scale 1 ` = 40'- 0 " North tt 3 c3LL> -:ate s k_- ..1 w LL T cc 4 O A 1 0-1-i M S� S.. It It cico N co N l � C O s n. M V / � O O �s ti3 ,W470 E CL c co J m .f r; _b L m CC YL 00 6 ii Q i 4 .r ❑ k G �dCU U Z J U U 0 rd LIJ :p Q U_ CL N 0 0 Vi LJL :j C.� VII J1 2 Z ¢0� J � � W Z Zp W EL¢ J W �k J J N >� Q, U J O 2 oce) �m LL o 0 �Q OJ m� Qm = N C �m J J a JOB NO. I00I I SHEET _l R - 1_J IRRIGATION LEGEND S,(mbol Specification 6 -10 GPM 3/4" PVC D 1 OF Rainbird 10' Radius Full Circle Sproyhead ❑ 1 O'TQ Rainbird 10' Radius Three Quarter Circle ❑ 10H Rainbird 10' Radius Half Circle Sproyheac ❑ 1 OQ Rainbird 10' Radius Quarter Circle 15F Rainbird 15' Radius Full Circle Sproyhead 015TQ Rainbird 15' Radius Three Quarter Circle 015H Rainbird 15' Radius Half Circle Sproyhea 0150 Rainbird 15' Radius Quarter Circle 015EST Rainbird 15' Radius End Strip Sproyhead A15SST Rainbird 15' Radius Side Strip Sproyhead A15CST Rainbird 15' Radius Center Strip I -25F O Hunter 1 -25 Full Circle Gear Driven 0 I- 25ADJHunter 1 -25 Adj. Radius Gear Driven - Water Source 26 - 4" deep well - with 5 h.p. - pump, pump start 14 and blow -off valve - NETAFIM DRIP IRRIGATION 12" emitter spacing - 12" tech line spacing Controller: Dual program controller with rain sensor Sch. 40 P.V.C. Main Line PIPE SIZING CHART 0 -5 GPM 1/2" PVC PIPE 6 -10 GPM 3/4" PVC PIPE 11 -15 GPM 1" PVC PIPE 16 -25 GPM 1 1/4" PVC PIPE 26- 35 GPM 1 1/2" PVC PIPE 36 -50 GPM 2" PVC PIPE 50+ GPM 2 1/2" PVC PIPE 4,t5 I-1 U U K J BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 GENERAL IRRIGATION NOTES 1. Install a new automatic irrigation system to provide 100% coverage of all landscape areas. 2 Shrub risers shall only be used in hedges or mass plantings. Risers shall not extend more than 2" above the installed height of the plant. All risers shall be schedule 40 pipe, painted black. In no case shall shrub risers be installed adjacent to walkways, driveways or other areas where they may be damaged. 3. All heads installed in planting areas along walks, drives and parking lots shall be 12" pop -up fixed spray heads. All heads shall be installed with the top of the spray body flush with finish grade. All groundcover areas shall be irrigated with 12" pop -up fixed spray heads and extensions as required. 4. All sodded areas shall be irrigated with 4" pop -up spray heads or pop -up gear driven heads unless otherwise specified. 5. Pipe, valves and other irrigation equipment may be shown in drives, walks or buildings for clarity only. Install all valves and other equipment in landscape beds for best accessibility and concealment. 6. Valves shall be installed in a manifold within a valve box of sufficient size to service all valves within the box. Valve box shall be free from any debris which may cover valves. Provide a 3" depth gravel sump at the bottom of the valve pit. 7. All irrigation equipment and installation techniques shall meet federal, state and local codes, regulations and ordinances. 8. All gear driven heads and all heads along walks, curbs, drives and parking areas shall be installed on flexible polyethylene swing joints. 9. Gear driven heads and fixed spray heads shall be installed on separate zones where possible. Precipitation rates and head type should be compatible within each zone. 10. Gar driven heads shall not be installed in shrub areas or be installed on risers whey 0 e e possible . 11. Controller shall be mounted as shown on plan 12. All sleeves shall be schedule 40 pipe installed a minimum of 14" below grade. Sleeves shall be used only to install lateral irrigation lines through. Sleeves shall not be used as a method to convey water through the system. 13. Adjust all heads to provide maximum coverage and efficiency and minimize overthrow. Irrigation heads shall not spray over walks, drives or any other non - irrigated areas. 14. Equipment shall be manufactured by, "Toro ", "Rainbird" or "Hunter" or as otherwise stated on the plans. 15. Contractor shall field verify water source to deliver the proper pressure, pounds per square inch (PSI) and water flow, gallons per minute (GPM) as required by the irrigation system. Notify the Landscape Architect if there is any discrepancy. 16. All permits required for installation shall be provided by the contractor. 17. Refer to the Landscape Plans when locating all irrigation equipment. Allow ample room near irrigation equipment for the proper installation of trees, shrubs and other work shown on drawings to be installed. 18. All wires shall be installed in wire sleeves. 19. Contractor shall be responsible for all items on the plan and irrigation specification. 20. Contractor shall instruct the owner on the full operation and maintenance of the irrigation system. 21. Contractor shall be responsible for all final repairs or adjustments to provide proper coverage to all landscape areas. 22. All questions regarding Irrigation specifications shall be directed to the Landscape Architect at (727) 787 -2840. Finish Grade 1111 1 Oil fill L 111811 r Concrete donut at each head Pop -up gear dri spray head Poly ell 18" poly flex pipe PVC Fitting.- Poly ell PVC lateral line pipe GEAR DRIVEN HEAD DETAIL Keep mulch If balled and » m %0 Set shrub •o trunk • r, plumb, with 3" Mulc+>- ` o o •� top of 0 rootball 1" Finish Gra $ above finish Install rootball level with existing finish grade, 3 -5" rode Root ball _ Existing Native so-4-`- `' native soil backfill Test and adjust a minimum of 8' x Prepare pit soil pH to 6 to 7 18 -24" wider - than rootball SHRUB PLANTING DETAIL Flexible Test and adjust soil ` pH to 5.5 to 6.5 Bare root trees are not acceptable. If balled and burlapped trees are installed, all non - biodegradeable wrappings will be removed and burlap will be folded down to enhance water absorption. If wire baskets are used in conjunction with balled and burlapped trees, remove the first few rows of each basket at time of installation. Install rootball level with existing finish grade, 3 -5" above finish grade on sites containing clay. Tree wrapping or pruning pointo nto pruned branches shall not be acceptable. o 6 Planting area must be ` Test and adjust a minimum of 8' x - soil pH to 6 to 7 10' without lime rock, - 7 asphalt or other • o Flexible deleterious materials. - ` attachment Keep mulch to tree 3" from 12 gauge wire yuNt1 - 12" length 3" Tree - 10 red plastic Finish gra - - flag tape 2x4 pt stak "�i "ia Existing Root ball ;': ;r. > - _ native soil containerized Prepare pit Native soil 18 -24" wider backfill than rootball TREE PLANTING DETAIL Remove support attachments after one complete growing season Concrete done at each head Finish Grade Pop -up fixed spray head Poly ell 18" poly flex pipe Poly ell PVC lateral line pip6 --PVC Fitting IRRIGATION SPRAY HEAD DETAI 0 Existing tree to remain 48" Heig Tree dripline Pf /CIA,• • I Existing tree to remain Tree dripline • Tree barricade 1x4 pt rails 2x4 pt post 24" Dept � _ _ � �I- Existing grade TREE PROTECTION DETAIL TREE REMOVAL/REPLACEMENTS TREES TO BE REMOVED SIZE INCH OAK PINE CHERRY SABAL PALM WASH. PALM TOTAL TREES TOTAL INCHES 5 - - - - - - - 6 - - - - - - - 7 - - - - - - - 9 - - - - - - - 10 - - - - 1 1 10 11 1 - - - 2 3 33 12 - - - - 5 5 60 13 1 - - 1 - 2 26 14 - - - - 1 1 14 15 - - - - 1 1 15 Camellia spp>. Camellia 10 gal., 36" ht. x 36" spr, N O J 200 LOR Loropetalum spp, Loropetalum 3 gal., 18" ht. x 18" spr. Y 120 MCA Myrica cerife�ra Wax Myrtle 18 1 - - - - 1 18 21 1 - - - - 1 21 22 1 1 - - - 2 44 24 1 - - - - 1 24 60 - - - - - - - TOTALS: 18 265 REQUIRED REPLACEMENTS: ONE TREE FOR EACH TWO PROTECTED TREES REMOVED 18 REMOVED TREES / 2 = 9 TREES REQUIRED INCH REPLACEMENTS: REMOVALS 24" AND BELOW = INCH PER INCH REPLACEMENT REMOVALS 24" AND ABOVE = 2 INCHES PER INCH REMOVED 24" AND BELOW REMOVALS = 265" REPLACEMENT REQUIRED = 265" 60" REMOVAL = -0- REPLACEMENT REQUIRED = -0- TOTAL REQUIRED INCH REPLACEMENT = 265 INCHES PROPOSED REPLACEMENTS: 621" REPLACED (see plant material schedule for details) GENERAL LANDSCAPE NOTES 1. All plant materials shall be Florida #1 or better and installed to highest nursery standards. Plants shall be healthy, free of pest and disease. 2. All plants shall be container grown except as noted on plan. 3. All palms and trees shall have straight trunks with no twists, knotting or other defective characteristics. 4. Mulch shall be 1010% Pine Bark, installed to a minimum thickness of 3 ". 5. Sod shall be 95% weed free Bohio, installed with tight joints. 6. All dimensions shall be field checked by the Landscape Contractor prior to construction with any discrepancies reported to the Landscape Architect. 7. All materials shall) be as specified on the plans. If materials, labor or installation techniques do not adhere to the specifications, they will be rejected by the Landscape Architect with specified materials and installation carried out by the Landscape Contractor at no additional cost. 8. No substitutions cif materials or changes to the drawings or specifications shall be made. 9. All required permits are to be provided by the installing contractor unless specifically stated otherwise in the specifications. 10. Contractor identification signs shall not be allowed on the project. 11. Contractor shall be responsible for all items as shown or described on this plan and specifications. 12. All proeosed landscape and sod areas containing turf or weeds shall be treated with "Round -up" per manufacturers specificatFons. 13. Landscape Controcttor shall provide all necessary site preparation required to ready the site for planting as specified. Report any horticultural unsuitable soil conditions to Landscape Architect for review with owner and GC. 14. The landscape Conitractor shall warranty and guarantee all materials and labor for a period of 1 year for shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion. 15. All repairs and /or replacements shall be made by the Landscape Contractor within 10 working days upon notification of any deficiencies by the owner or their representative. 16. All questions regarding the Landscape Plans and Specifications shall be directed to the Landscape Architect at (727) 787 -2840. FERTILIZATION Groundcovers, Shrubs and Trees All trees and shrubs shalll have on application of 20 -15 -5 slow release fertilizer at time of planting and prior to installation of plant pit backfill. Fertilizer shall be placed uniformly around the root ball at a depth that is between the middle and bottom o)f the root ball. Follow manufacturers recommendations for application rates. TREE PROTECTION /MAINTENANCE NOTES Protective barriers and the use of other measures to prevent tree damage (pesticide application, root pruning, intensive mulching to reduce soil compacting, et cetera) will be reqluired as necessary. Any stacking of soils, debris, construction materials, vehicles, and et cetera within the required barricades is strictly prohibited. A,ny tree losses incurred during construction may be subject to replacement penalities. Trees shall be trimmed or pruned in such a manner so as not to alter their natural form, growth habit or character and shall not be pruned into unnatural shapes, including circlles, ovals, squares and other hard -edged geometric shapes. Not more than one - tthird of the tree canopy shall be trimmed or pruned in any year unless it is dead. Tree topping is not allowed under any circumstance. PLANT MATERIALS SCHEDULE V) Quant. Code Botanical Naime Common Name Specification Native echoes TREES: r� to o 2 BC Butia capitatta Pindo Palm 12' ct. 18" cal. Y 36 13 L I Lagerstroemiia indica Crope Myrtle 8' ht. x 4 -5' spr., 3" cal., 5 stems N 39 8 LS Liquidambor styraciflua Sweet Gum 12 -14' ht. x 4 -5' spr., 3" cal. Y 21 2 Mc Myrica cerifewa Wax Myrtle 8' ht. x 4 -5' spr., 3" cal. Y 6 4 MG Magnolia gramdiflora Magnolia 12 -14' ht. x 4 -5' spr., 3" cal. Y 12 6 PE Pinus elliotti i Pine 12 -14' ht. x 4 -5' spr., 3" cal. Y 18 3 QV Quercus virg iniona Live Oak 12 -14' ht. x 4-5' spr., 3" cal. Y 9 22 WR Washingtonian robusta Washingtonia Palm 16' c.t., 12" cal. N 264 72 UA Ulmus ParvifroHa Winged Elm 12 -14' ht. x 4 -5' spr., 3" cal. Y 213 SHRUBS: Minimum 3 gal. container O TOTAL INCHES = 621 6 cJ Camellia spp>. Camellia 10 gal., 36" ht. x 36" spr, N O J 200 LOR Loropetalum spp, Loropetalum 3 gal., 18" ht. x 18" spr. Y 120 MCA Myrica cerife�ra Wax Myrtle 3 gal., 24" ht. x 24" spr. Y 95 RS Rosa spp. Red Knock -out Rose 3 gal., 18" ht. x 18' spr. N 0 50 RI Rophiolepis iindica Indian Hawthorn 3 gal., 18" ht. x 18" spr. N 25 SR Serenoa rep +ens Cinerea Silver Saw Palmetto 5 gal., 24" ht. x 24" spr. Y 6 SRA Strelitzia re?jince Bird of Paradise 10 gal., 36" ht. x 36" spr. Y 200 TR Tripsocum doactyloides Fokohatchee Gross 3 gal„ 18" ht. x 18" spr. Y 266 VOA Viburnum ob�ovatum Walter's Viburnum 3 gal., 18" ht. x 18" spr. Y 326 VS Viburnum su spensum Suspensum Viburnum 3 gal,, 18' ht. x 18" spr. Y 16 ZP Zomia pumila Coontie 3 gal., 18" ht. x 18" spr. Y GROUNDCOVER: a 188 DT Dianella tasrnnonica Flax Lily 1 gal., 12" ht. x 12" spr. Y 867 JC Juniperus comfertil Shore Juniper 3 gal., 12" ht. x 18" spr. N 828 JP Juniperus poirsonil Parson's Juniper 3 gal., 12" ht. x 18" spr. N 219 LOS Lonicera sernpervirens Honeysuckle 3 gal., 12" ht. x 18" spr. Y 40 SJ Hypericum Mlt. Kilimanjaro St. Johns Wart 3 gal., 12" ht. x 18" spr. Y 165 TJV Trachelosperrmum josminoides Vor. Conf. Jasmine 3 gal., 12" ht. x 18" spr. Y PLANT KEY Quantity 1 Q Code REQUIRED CALCULATIONS BUILDING PERIMETER LANIDSCAPE RENOVATED BUILDING PERIMETER = 1,215 L.F. REQUIRED LANDSCAPE =r ONE UNDERSTORY TREE PER 20 LF. 1,215 / 20 = 61 TREES UNDERSTORY TREES PROVIDED = 28 S.F. VUA LANDSCAPE 394,309 S.F. VU A 10% X 394,309 S.F. = 339,430 S.F. REQUIRED LANDSCAPE AREA 39,430/200 S.F. = 197 REQUIRED TREES PROPOSED: 61,589 S.F. LANDSCAPE AREA 92 PROPOSED TREES, 8 EXISTING INTERIOR TREES = 100 INTERIOR TREES GENERAL MAINTENANCE NOTES Landscape Maintenance Plan Mowing Services Mowing of all turf areas will be performed once every seven (7) days during the heavy growing season (May through September), subject to scheduling adjustments due to inclement weather and /or rate of growth. Mowing of all turf areas will be performed once every fourteen (14) days during the slower growing season ( October through April), subject to scheduling ng adjustments due to inclement weather and /or rate of growth. All turf areas will be mowed to result in a height of all grass to be no more than 3'h inches or less than 2 inches, based on established industry standards and type of grass. Turf areas not accessible by power mower and areas along walls, fences, buildings, obstacles and inanimate objects shall be maintained by string trimming (weed- eater) to a height no greater than the height of the adjoining turf areas. Various mowing patterns will be employed to insure even distribution of clippings and to prevent ruts in the turf caused by mowers. Note: 36 total mowing visits. Edging Services Edging of all curbs and sidewalks shall be performed on every mow visit. Edging of all beds, tree rings and parking areas will be performed on every other mow visit to the property, unless inspection reveals more frequent edging is required to maintain a neat, clean appearance, free of grass invasion. Weeding Services All plant beds and pots shall be maintained to eliminate growth of weeds or unwanted vegetation. This shall include all annual beds. Weeding shall be accomplished by hand pulling and /or application of herbicide and shall be performed at each scheduled mowing as inspection may require. Weeds or grass that may appear in paved areas of walkways, patios, driveways or parking areas shall be treated by herbicide spraying every 30 days or as required to control or eliminate such growth. Pruning Services All hedges and shrubbery shall be pruned once monthly to maintain a uniform appearance and as is appropriate for the specific species of plant, This shall be managed by sectoring the property to ensure proper pruning practices and frequency. Pruning of all trees shall be performed once a year to remove deadwood, suckers, shoots or low hanging limbs over sidewalks or parking areas. Trees shall be maintained at a clear trunk height of eight to ten feet (8' -10'). All palms shall be pruned once per year including the removal of all seed pods prior to hurricane season. Debris Removal Services The property shall be policed each visit and all litter, trash and build up natural debris shall be removed. Grass clippings shall be vacuumed or blown from all sidewalks, patios, curbs, or other paved areas where clippings are found after mowing or edging is performed. Mulching Services Pine Bark or Cypress Mulch shall be applied to all plant beds and tree rings one time a year. Seasonal Annuals Contractor shall be responsible for the full and complete care of all seasonal color beds (including watering, spraying, fertilizing, pruning, etc.) such that every annual bed shall maintain a healthy, vigorous appearance and shall provide the finest quality color planting possible, Seasonal annuals shall be rotated four (4) times per year with 4" pots at a spacing of 6" on center. Fertilization and Pest Control Fertilization of all turf areas shall be fertilized 4 times a year using a 16 -4 -8 25% turf fertilizer. All shrubs shall be fertilized 3 times each year using an 8 -10 -10 25% fertilizer. All trees and palms shall be fertilized 1 time each year. Pest control of all turf and shrub areas shall be done to control or eliminate insects and disease using appropriate materials. Mole crickets, nematodes (microscopic worms) shall be controlled and PH (salinity -salt) adjusted by the contractor. Irrigation System Repairs will be made on a time and materials basis. Contractor shall have written authorization for repairs exceeding $500.00, except in cases of emergency. Irrigation system shall be routinely maintenance to provide proper water coverage on a monthly basis. Liability Contractor shall maintain insurance during the duration of the Agreement, and furnish the owner of the property, or agent of the owner, a valid certificate of insurance naming the owner or owner's agent as additional insured. Contractor shall maintain a Florida State Pest Control License in the category of Lawn & Ornamental for the duration of the Agreement. Contractor shall comply with all local and state regulations, ordinances and /or laws that may apply to the performance of the work outlined in this proposal or subsequent agreements Contractor shall perform all Work in good and workmanlike manner and in strict accordance with all the regulations, customs, laws and ordinances, state and local, relating to the Work to be performed. If Client takes exception to any services performed, or claims that Contractor has failed to perform any services, such exception or claim must be submitted to Contractor, in writing, within five (5) business days or the services in question shall be deemed accepted by Client. Licenses Contractor shall have in his possession prior to the performance of the Work covered by this Agreement, all the necessary state and /or local licenses and permits required by law to perform the Work. NOTE: CONTRACTOR SHALL REMOVE ALL DELETERIOUS MATERIALS FROM PLANTING AREAS INCLUDING LIMEROCK, SUBBASE TO CLEAN NATIVE SOIL A MINIMUM OF 30" DEPTH WHICH EVER IS GREATER. FILL ALL AREAS TO GRADE AS SHOWN ON CIVIL DRAWINGS WITH CLEAN FILL CONSISTING OF SAND, 25 -53 %, SILT, 28 -50 %, CLAY, 8 -27% PER CODE REQUIREMENTS. TEST AND ADJUST pH OF SOIL TO A RANGE OF 5.5 - 7.0. PROVIDE TO PLANNING DEPARTMENT RESULTS OF SOIL TEST OF SOIL FILL PRIOR TO INSTALLATION OF ANY FILL. EXCAVATION SHALL BE INSPECTED BY PLANNING DEPARTMENT PRIOR TO INSTALLATION OF ANY FILL. 1�cLL JOB NO. 10011 SHEETA 7.SyrkCi'.a {�.4 <'�tl",rg'K L.iN''.�.�. g•�YASr��.3ti'3 U �o V) rd J W U Q r� to o U Wo(L a I ' ti a. J V CIO IL F; LIJ J 0 _u J o U w S U �1J o3 P� U_ r� o w LL 2 W A m t0 � J � d a 4J 0 ch Lli O J u. 0 o u 0 O J m# = w C U U J a J a 0 a t u JOB NO. 10011 SHEETA 7.SyrkCi'.a {�.4 <'�tl",rg'K L.iN''.�.�. g•�YASr��.3ti'3 U �o V) rd J W U Q r� to o U Wo(L a I ' � a. J V CIO LIJ -0 O LL 0 _u J o S �1J CL U_ r� o w LL JOB NO. 10011 SHEETA 7.SyrkCi'.a {�.4 <'�tl",rg'K L.iN''.�.�. g•�YASr��.3ti'3 000 N N N r� to o Wo(L a I ' � a. J � ono ''"✓ u� a c • _u J o 0 o• U_ r� o w 2 W A m t0 � J � d a 0 ch Lli O J u. 0 o 0 O J m# = w C U U J a J a JOB NO. 10011 SHEETA 7.SyrkCi'.a {�.4 <'�tl",rg'K L.iN''.�.�. g•�YASr��.3ti'3 U nM ko z bb A — In Lo N N c� M FCIR 5/8" ro m 1!11 1:07 N89'57'1 6 "E 337.32'(D) U J oo rises N89053'08 "E 337.01'(F) FCIR 5/8" z 1o• t:o' w: 3. LB #107 PARKING COUNT W I UPS �15' INGRESS /EGRESS EASEMENT(D)- 546 REGULAR SPACES ^'-- (FRAME Aoomo 000 FENCE �' _ _ _ J w CM�o N000755"VV 1 M o - - - - - - - - - - - - ------ - - - - -- o N o MASONRY WALL 59.99'(F) I 0e�e ti0M o o > 41 HANDICAP SPACES o 0 0 ° FCIR 5/8~ - I 15' UTILITY EASEMENT (D) ° 0 ~ CE 0 b N LB1 7 N00'00 04 "E o• 60.00' D V) 50• � 587 TOTAL SPACES sclR 6.00' SOUTH N o co, WAµ. IS 111.54'(FF� uP O � A � o DUE TO PALM TREE Z o:s' N. �` S89'50'30 E \ S 9'57 16 "W 337.32'(D) WITNESS CORNER) ____ N89'57 16 E 449.44 D N89'S7'16 "E 291.72'(D) MASONRY WALL \ \ — �V, 25' 254LSS& N89'57'53 "E 291.72' C SIGN FCIR 5/8" ^° ___— GA u� — — FlR 5 8" n. - J1. w. Is ° I Surveyors Notes: (AS APPLICABLE) 27.8' E. „p SIafV SIGs �B 107 UP T_ o no ino ono -- 'no —. P. y`.o Ina _— ,n -- ono �— �n0 ',no -- ino -- ono ono ,no -- �n0 ono ino ono ,no — ono ACCORDING TO CURRENT FLOOD INSURANCE MAPS ISSUED BY THE FEDERAL U 0 ��'- --'- - UP (NO ID) SIGN t.2 N. & GRAVEL PARKING U EMERGENCY MANAGEMENT AGENCY, THE PROPERTY SHOWN APPEARS TO LJE WITHIN ASPHALT -o-o,- 1.4' W. 0 I �' :zu— ��- - "- »-� ---- - �- "- ��- "- {6}+...� �`•� ASPHALT WALL IS S14GN ZONE "X" (UNSHADED) PANEL N0. 120235 0005 C DATED DECEMBER 17, 1991. Z ASPHALT FCIR 5/8" N 9' 7'16" LB #107_ N9'72 "1 "�+•:��,,,� 2.7 S. & THE APPROXIMATE FLOOD ZONE TRANSITION, IF APPLICABLE, HAS BEEN OBTAINED - N II FDC �`�_�..0..7�W` 2A04LWS AND PLOTTED FOM LARGE SCALE MAPS AND IS DEPICTED AS ACCURATELY AS w 104.2' �•� �'� POSSIBLE. THIS SURVEY BY NO MEANS REPRESENTS A DETERMINATION ON z Q �....�� WHETHER PROPERTIES WILL OR WILL NOT FLOOD. LAND WITHIN THE BOUNDARIES w (� 17.7' °- 31.8' �'�. WA.,L IS OF THIS SURVEY MAY OR MAY NOT BE SUBJECT TO FLOODING; THE BUILDING w ` /4.9 E. DEPARTMENT OR OTHER CUSTODIAL AGENCY FOR FLOOD DETERMINATION WITHIN W I 0--% TRANSFORMER o ASPHALT �,` I \ \\ \ THIS MUNICIPALITY MAY HAVE ADDITIONAL INFORMATION REGARDING FLOODING AND o O ° 20 0J .� RESTRICTIONS ON DEVELOPMENT. Z i O O ASPHALT 0 40.7' �'�. `• 1 r i� z �'� ASPHALT J ✓ 1) BEARINGS SHOWN HEREON ARE BASED ON THE EAST BOUNDARY OF OFFICIAL U 06 RECORDS BOOK 3228, PAGE 293 HAVING A BEARING OF S 00'05'04" E. Z z 1 / N o 5' X 2.9' 66.0' v,, 3.3L; 0.0' U ASPHALTT -. - - . . .- . -- . o Q I N A/C PAD o 4 1 2) ELEVATIONS SHOWN HEREON ARE BASED ON PASCO COUNTY CONTROL a W w 25.3' � i � MONUMENT "1'662" HAVING A PUBLISHED ELEVATION OF 89.70 FEET NAVD1988 w / N C-4 3) THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT N j' 1 OR TITLE COMMITMENT AND IS SUBJECT TO ANY DEDICATIONS, LIMITATIONS, •• o I LP ` RESTRICTIONS, RESERVATIONS AND /OR EASEMENTS OF RECORD. NO INSTRUMENTS ! �- OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY, AND /OR OWNERSHIP WERE / O Z 0 ��w \ 50.0" No I ASPHALT �r \0 FURNISHED THIS SURVEYOR EXCEPT AS SHOWN. 0 1 1 ONE STORY MASONRY BUILDING �� r ONRY WALL 4) THERE MAY BE ADDITIONAL EASEMENTS AND /OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. Z N FINISH FLOOR ELEVATION = 89.28 51'8 \ \ D G (5) II �— 5) NO INFORMATION ON ADJACENT PROPERTY OWNERS OR ADJOINING PROPERTY 0 53,639E SQUARE FEET !M pl M RECORDING INFORMATION WAS PROVIDED TO THIS SURVEYOR. a. II t r� 0) 6) THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR W II N EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP ASPHALT 6• o P T II r— W TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE > 00 D LP ~ w = II Z O SEARCH MAY DISCLOSE, (r 0 n CL L4 1 Q 7) THE BOUNDARY CORNERS AND LINES DEPICTED BY THIS SURVEY WERE LJ.. �' 1 F `�� `� N STOP 100,1' a 11 1 04 0" ESTABLISHED PER INFORMATION AS FURNISHED. Yom' 92.5' 0 2p 309.2 CONCRETE C0 "° ~ II o 41 ~ 00 8) UNLESS OTHERWISE SHOWN HEREON, NO JURISDICTIONAL WETLAND AREAS OR U \ D 11 F JI W N OTHER PHYSICAL TOPOGRAPHIC FEATURES HAVE BEEN LOCATED. f n \\ oo ^° n v R ' o W W a. N 9) UNDERGROUND ENCROACHMENTS, SUCH AS UTILITIES, STRUCTURES, [f o ❑ ❑ o ❑ ❑ ° ❑ ❑ ❑ ° 0 n ❑ ° ❑ ❑ ❑ ❑ o ° ❑ �. t Zr M INSTALLATIONS, IMPROVEMENTS AND FOUNDATIONS THAT MAY EXIST, HAVE NOT `\ 58.1' 1 0 0 W Y BEEN FIELD LOCATED EXCEPT AS SHOWN. E W ASPHALT ASPHALT ❑ ° ASPHALT ASP T SGN II 1n UPinX O 10) THIS MAP DOES NOT DETERMINE OR REFLECT OWNERSHIP OF PROPERTY, O CE II W co OTHER LINES DETERMINED BY CONFLICTING DEEDS, OR (� Q -__ __ _.__.__ _ _ _ .____.. ..__ _ _ _.__ .____ _..__ .___. _.__. ____ __ _ _ _ ___._ _ -_ _.__.__ .__._ _ .._ _._.__ _-_ __- — — — — _ ____ .__._ _____ I__._ _._ ___._ .____ _ _ _ — _ _ — __ ___ _- __._.__ __ 30, __ O X — — _ — __.__. _.-_ _.__ 11) UNDERGROUND UTILITY LOCATIONS AND IDENTIFICATIONS SHOWN HEREON ARE Q _ . r > I ASPHALT II , /` _.O (n �' i (n oNRY WALL BASED UPON VISIBLE ABOVE GROUND APPURTENANCES AND DO NOT NECESSARILY LP ' _ -- — -_ \ LP n SGN li �o SHOW ALL UTILITY LOCATIONS. NO SUBTERRANEAN EXCAVATION HAS BEEN MADE Imo'' O ' — °� ��° Lp ��" y� .��, P °� or I �° d II J� O TO DETERMINE UNDERGROUND UTILITY LOCATIONS. 0 LP s �`� �r ASPHALT �y° \r (} ASPHALT II ° W 12) THE MEASURED MATHEMATICAL CLOSURE OF THE SURVEYED BOUNDARY 16 �fi^ EXCEEDS THE ACCURACY STANDARDS FOR AN URBAN CLASS SURVEY AS DEFINED Z I I I 0i° �., �{j � d II � I � BY THE AMERICAN CONGRESS ON SURVEYING AND MAPPING AND THE AMERICAN (D 1� I I it J LAND TITLE ASSOCIATION, 16 `fi° ' y C0 N 6 II i = Q 13) TIES FROM BUILDING CORNERS, FENCE CORNERS, SHED CORNERS, ETC., ARE Q Q I O ` Z 0 NOT TO BE USED TO REESTABLISH PROPERTY BOUNDARIES. On n 00 LL_ J II s 14) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS MADE BY OTHER L.L.. o Mr'I O I I I I 1�� I I ,� ❑ O THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT rl I � �" / W OF THE SIGNING PARTY OR PARTIES. O _ O = I x I I I Q {� ❑ ❑ m Z U- °tom L� 15) THIS SURVEY HAS BEEN PREPARED EXPRESSLY FOR THE NAMED ENTITIES 1 0 o I I M _O W 1 FCIR 5/8" O AND IS NOT TRANSFERABLE. NO OTHER PERSON OR ENTITY IS ENTITLED TO RELY 1 Vi �• I- I i 0 I 61 ` l ' �° {- II ./ LBJ107 UPON AND /OR REUSE THIS SURVEY FOR ANY OTHER PURPOSE WHATSOEVER V1 _ c � I --- -1 / ASPHALT 1 Z Q Q ( — WITHOUT THE EXPRESS WRITTEN CONSENT OF HAMILTON ENGINEERING & F) _ • C� i I ,e°s . l '�P"�T d 0 11 Q SURVEYING AND THE CERTIFYING PROFESSIONAL SURVEYOR AND MAPPER. > z 0 o !�� I l � ASPHALT I � I N Q W � N II � UP Z 16) NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS z 0 I o ' `- —•— ¢ II TO ANYONE OTHER THAN THOSE CERTIFIED TO ON THIS SURVEY. Q F� N I L ASPHALT J Ln Z) o W N j LP //�P ° � -H a °t' II O 17) FENCE OWNERSHIP NOT DETERMINED. J I oo I LP ` _ ° ° 0 M II I \ r� m w 18) PRINTED DIMENSIONS SHOWN ON THE MAP OF SURVEY SUPERSEDE SCALED a n 000 r, '$ t N DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW X o �O II 8 qi THEIR LOCATION. i: R ASPHALT / _ _ `i 5 II ' / 0 19) REPRODUCTION OF THIS SURVEY IS EXPRESSLY FORBIDDEN WITHOUT THE WRITTEN 'p I I `` • z N y 0) THEW RDISS PERMISSION -CERTIFIED- S UNDERSTOOD I SURVEYOR. O BE AN EXPRESSION OF THE w 0 D O o I I 1 / y 0 I/ N PROFESSIONAL SURVEYOR'S OPINION BASED ON HIS BEST KNOWLEDGE, l INFORMATION AND BELIEF, AND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE I oI / 0 ~ N I / o NOR A WARRANTY, EITHER EXPRESSED OR IMPLIED. = Z` I / y zo 21) THIS SURVEY IS A REPRESENTATION OF EXISTING FIELD CONDITIONS AT THE O U TIME OF THE FIELD SURVEY DATE AND IS BASED ON FOUND EXISTING m � 0* � a ( w N MONUMENTATION IN THE FIELD. W r LP o / U N 22) THE TREES SHOWN HEREON WERE LOCATED UTILIZING METHODS ADEQUATE ° TEMPORARY BENCHMAR V) ( / Y FOR THEIR ACCURATE LOCATION AND IDENTIFICATION. HOWEVER, THIS COMPANY SQUARE CUT IN CONCRETE OC a I ` / ONRY WALL p °o AND THE SIGNING SURVEYOR RESERVES THE RIGHT TO VERIFY THE LOCATION OF o BASE FOR LIGHT POLE FW- o ASPHALT ASPHALT FIR 3/4' PARKING COUNT (TYPICAL) j w m ALL TREES CRITICAL TO THE DESIGN OF BUILDINGS, PARKING AND OTHER O 0 ELEVATION = 89.51 (n I-n I FCIR 5/8' (� Ip) ASPHALT ` Amp T c� PERMANENT FEATURES. IT IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL 11 WQ (NO 10) L1 ` TRANSFORME W m g TO INFORM THIS COMPANY AND /OR SIGNING SURVEYOR OF ANY TREES CRITICAL V1 G STOP LIP \ 30.0' a UJ d TO THEIR DESIGN SO THAT THOSE TREES CAN BE VERIFIED PRIOR TO THE 39.9' BUI ING LP \ _ L 55.6 ;/ `� Li-n ^° COMPLETION OF THE DESIGN. 4 5 0' WEST N 1 ...N ° w Q n BUILDING � 22.50 � ^, s w p 23 ALL GROUND ELEVATIONS ARE TO BE INTERPRETED TO THE NEAREST ONE ° 1 IS ONLINE U ,- I M M W w TENTH OF A FOOT. (V 1'7 � d• r� V1 : N I / ~ 7 0 0 P CL ,, j M Op M 00 M COPYRIGHT 2010 - HAMILTON ENGINEERING & SURVEYING, INC. �1 i (I i /.off // J J �. ` 0 WAIL UP z Z M •-- ° N Z J ASPHALT 2.6 S W IS O N °a I �5�, BUILDING `` C9 �', 1 �2.4' 1.2 µW. & ui IS ONLINE BUILDING '� • a " I I I L_ ___i ASPHALT 39.9' o,to' WEST 1 I a CO FIR 5/8 0 _ �� NO- iD }— — — — — — — — — — — — �., � o I- _ N89'S4�51i_'�E 297.2?2' D� _ �R \ \ ASp{{gLT O ASPHALT �, _ _ 3. I � � 324,78`�Dj----- - - - - -- o a� z o o �I N89 56 09 E 296.61 (C) L3 WA I 'N &D ARKET SQUARE DRIVE o Z o Q J SGN INT OF BEGINNING S89'54 51 W 887.26 (D) _ r , _ _ , _ , _ 2.5 N. OP &MASONRY WALL 60' PLATTED RIGHT —OF —WAY 30' INGRESS/EGRESS EASEMENT(D) o = � 0 0 $ N 89' 55'07 "E LESS °� (�KNdc°) �- n° n °_— ,no — o ° no — — ,n° ` ,n° — _ CA S89'S5'07"W 887.26'(F) _ _ U U > w J _ _ _ _ _ — _ 45.82 F - - - -- -- 324_78' D M 1 a A — - - ---------------- j I 111.59'(C) uP UP EBX° - 5928'(F) SIGN $GN UP P FIR 5/8' uP wA L IS %i8g J�3 1 "� N � 45.82 ?D�, I ° ° z N89'54'51 "E 112.00(D) LP 11 ASPHALT GA GA r (NO ID) 30 4'NE.& S89'54'S1 W " E z 0 0 IR 1/2 30.00 (F) ... CO FIR 5 8 FLORIDA r a ASPHALT PARKING ASPHALT p�FCM 4 X 4 (NO ID)" POWER BOX �o 0 U rn ° LB X7013 » D S00 05 04 E „� N w N (NO ID) I 30.00' D 21sI w 2 F N v I ZEPHYRHILLS EXECUTIVE PARK 0.76' WEST ALUMINUM SHEDS ( ) S00'11 3'24 "E GJ 0 z T.D vl I 6 PLAT BOOK 19, PAGE 68 I I I a d z N N I STADIUM DRIVE W o o 'F I Z 30' PLATTED RIGHT —OF —WAY CO a G-` I I ,`�P I o m o o 00 CL Ft W 04 N o � W ,��P � LA_ 0 0 M N �) Description: (Per Official Records Book 3228, Page 293 and Official Records Book 6326, Page 1864) o w m a i Official Records Book 3228, Page 293: I W �" 1` 5 O Z 0I LO LINE BEARING DISTANCE X z (D ) Co 0 D w L1 F S89'S6 09 W 40.00 That portion of Tracts 39, 40, 41 and 42, ZEPHYRHILLS COLONY COMPANY LANDS, in Section 2, Township 26 South, Range 21 East, as per plat thereof recorded in Plat Book 1, Page 55, Public Records of ,') `_ — N c� F a a 'F (cv Q Pasco County, Florida, described as follows: ' 1D o L z a cfl o L1 D S89 54 51 W 40.00 y m N N C? E Q d-I z L2 F N00'28 46 E 75.00' Commence at the S.W. corner of the N.W. '1/4 of said Section 2, thence run North 0'13 24 West, along the West boundary of said Secttion 2, 662.75 feet, thence North 89'54'51" East, 112.00 feet to the o N -' p w ° 3 L2 D N00'20'42 "E 75.00' y boundary 9 y (/ ) Highway g y/ " CL ° _ N O Easterl bounda of the Right-of-Way R IW of U.S. Hi hwa No. 301, for POINT OF BEGINNING: thence run North 0'20 42 East, 382.70 feet, along said Easterly R W, thence run North 89'57 16 East, a o a '- M I m L3 (F) N89'56 09 E 40.00 150.00 feet, thence North 0'20'42" East, 20)0.00 feet, thence North 89'57'16" East, 291.72 feet, thence N 0'02'44" West, 20,00 feet, thence North 89'57'16" East, 449.44 feet, thence South 0'00'04" West, v N o w a � o 04 ° Oo w L3 D N89'54 51 E 40.00 568.70 feet thence North 89'54'51 " East, 318.34 feet, thence South 0'13'24" East, 3.70 feet, thence South 89'54'51 " West, 45.82 feet, thence South 0' 13'24" East, 30.00 feet, thence South 89'54'51 " West, ? 0 i z p = > 9 Lo Z I 3 L4 F S00'28 46 W 75.00 887.26 feet to the POINT OF BEGINNING; TOIGETHER WITH an easement for ingress and egress over and across the South 30.00 feet of the East 324.78 feet of said Tract 42 as shown on survey prepared w v 3 D (o L4 D S00'20 42 W 75.00 by Mullins and Shaun, 509 East Church Avemue, P.O, Box 606, Dade City, Florida 33525 on December 28, 1976. 0 o a v _J Q ° N o Z LESS AND EXCEPT: m Q °� z ° Q v � W w° 0 ��tL>< o I That portion of Tract 41, ZEPHYRHILLS COLONY COMPANY LANDS, in Section 2, Township 26 South, Range 21 East, as per plat thereof recorded in Plat Book 1, Page 55, Public Records of Pasco County, w a o u = p ,>- w Florida, described as follows: = Fn a in L_ v z j Commence at the S.W. corner of the N.W. '1/4 of said Section 2, thence run North 0'13'24" West, along the West boundary of said Secttion 2, 687.75 feet, thence North 89'54'51" East, parallel and 25.00 DRAWN BY: PARTY CHIEF: FOUND PK NAIL &DISK (NO ID) feet North of the South boundary of said Tiract 41 297,22 feet, for a POINT OF BEGINNING; thence continue North 89'54'51" East, 40.00 feet, thence North 00'20'42" East, RHF VINCE/DEAN ° (� SOUTHWEST CORNER OF THE rY parallel with the East boundary PREPARED FOR: JOB #: 0 NORTHWEST 1/4 OF SECTION 2, of the R/W of U.S. Highway No. 301, 75.00 feet, thence North 89'54'51" East, 40.00 feet, thence South 89'20'42" West, 75.00 feet to the POINT OF BEGINNING. FLORIDA MEDICAL CENTER 00856.000 I M TOWNSHIP 26 SOUTH, RANGE 21 EAST AND SEC TWPRING: Official Records Book 6326, Page 1864: FIELD BOOK/PAGE: 2 -26 -2 The North 60 feet of the West 337.32 feet of Tract 39, Ze h rhills Colon Company Lands, as per ma or lot thereof recorded in Plat Book 1, Page 55, in Section 2, Township 26 South, Range 21 East, 446/47 SURVEY DATE: p y y p y p p p g p 9 QUALITY CONTROL FIELD: 04/23/2010 r Pasco County, Florida; TOGETHER WITH an easement for ingress and egress over and across the North 15 feet of said Tract 39, less the West 337.32 feet thereof; Subject to an easement over the East 15 DEAN NOT VAL)D WITHOUT ALL SHE ET's feet of the West 146 feet of the North 60 feet of Tract 39, as per Official Records Book 4292, Page 417, Public Records of Pasco County, Florida OUALrY CONTROL OFFICE: RCN 1 OF Z E a r LO 0 cv w w Ln 0 O ca 0 O 0- 0 r 0 Z m O 0 0 U) co 0 O N I 0 I O 0 N / 7 (n / Tree Legend SYMBOL NAME SYMBOL NAME ❑ OAK O PINE O PALM OTHER Q DEAD REE SIZES IN INCHES Tree Sizing Detail DBH = DIAMEFER AT BREAST HEIGHT (SINGLE TRUNK) DWEHSION SADDLE (IF EJGS WO ABOVE DBH HEIGHT FULL DRIPLWE - DBH = DIAMETER AT BREAST HEIGHT (TWIN TRUNK) D:MENSIO DWENSION SADDLE BE1DW DBH HEIGHT -�- FULL DRIPUNE - PARKING COUNT 546 REGULAR SPACES 41 HANDICAP SPACES 587 TOTAL SPACES ryb , a a airy\ a �a y ` oa aria. a`o a a 0 a 41 a GRATE TOP INLET TOP = 87.80 GRATE TOP INLET NORTHWEST INVERT 18" CMP = 85.70 TOP = 87.67 NORTHWEST INVERT 18" CMP = 85.40 SOUTH INVERT 18" CMP ='_85.40 yo p1 ati ya °'� 190 aao as oa ao ao CAMPHOR 8 ary WM o-0 + say \ +a +a +a +11oo' +�o` SANITARY MANHOLE + +ay +ao-p1 ay° 3 Q �3 a 5 ,a� z TOP = 88.53 GRATE TOP INLET SE. INVERT 8" CLAY = 82.90+ e 7 ryp+ 64" STUM UPO, e TOP = 87.18 NW. INVERT 8" CLAY = 82.91,1 ,oy ary. 0 +ry1 FRAME ADDITION +a1rya y1 '\ 000 FENCE EAST INVERT 18" CMP = 84.83 SANITAFRY MANHOLE VINVER 4" PVC = 85.23 a° 8 + a� WM a o-` +a` M + �1 1 t 15' DIAMETER WEST INVERT 18" CMP = 84.78 TOP = 87.73 MASONRY WALL o-` a` oa a ary ay' O @� ti rya ��/ Boo STAND 2' El �a a° a1 + ay as + O` aa' �'%F + a1 3 pp SANITARY MANHOLE GRATE TOP INLET SE. INWERT 8" CLAY = 83.48 o p+ + o- y' a, a y+ y a+ TOP = 87.39 W. INVPERT 8" CLAY = 83.51 by ay a ry + ay' a a a+ " TOP = 87.04 a a UP s a y E. INVERT 8 CLOY = 84.14 1y a a f-1 • ry y y a +a a a a a + ,+ EAST INVERT 18" CMP = 83.74 °, +a l-Jt a +a y +° y + as as +1. 91 + NW. INVERT 8" CLAY = 84.17 a a1 a RGH 5 e + + 31� STUMP ay' 29" STUMP a aa. a a1' rya 10 (2) 18" CMP'S WEST = 83.59 BOTH \ 4 _ _ _ 4-L A _ N. INVERT 4" PVC = 84.37 a -��- - - ry - �_� �- ❑ MAS60NRY WALL ry t2 SIGN ao + o- as `o-+ o- + ` 1+ y teary ao-_2ap a 1 1. FP 1,151 ao- .y ry1 yy ay o-y aV I fiERRY 6 °py c;), ��• . Ary ao° ry -� �� yy tY GA Q 1• 1a K a a1 a1' aa' aa' aa' aa' aa'UP •8a aa' SI +G a r a� ° a UP p1 a0aryry ary' aae °� a` a` ary °`� 1a a .' ' _ Ino - Ino o Iro o ono Ino +}- O' U0 a;no UP 1 ``. i o- a SIGN 9° + + a °ry 1 1 1 0 ^ ary ary 1 + + �o ASPHALT a� a 1 / a -o- o- as + °, a' a. a° a ati a. a a as o t wa- ." ..." r i�1.ap" "„�• °t... �. .yil� �..� .�.� +• ASPHALT I / ♦ 1 SIGN O' a a wv1 a as o-ryo , aa1� spa FP s 1 a1 `yea `1 1 p`. / y` 1 + a ^1 1'\ O �a•a as a' oi' a a 1f��a. �'---- a. ae + GRATE TOP INLET I1 a aye 1aa 1p a1 aaa a� as aaa oB as a+a oB FDC Baae a aS° a ! `.� a o a t * a 1e+1 a a a - ___ a ° �, '�"�� a• 9 a h O a a 1a 'L aa' TOP = 87.04 a 1 ry , o =1 +a' aa. a+ , ry 1 1 y h a a a 1 1 2 ryy pa a` aa+ 1 >< a 104.2' -� 1 a' 1a 1y a\ . a° as as as as as as aa. + p (2) 18" CMP'S EAST = 84.09 BOTH aaT a1 1hry a1' `'aa' o -- _ y+ �• `��..."" aa. a' �. a F a +, ay°4 1ao ya a+ a� B 17.7' ° 31.8' j `\ /' aae �. ya a a? I SA ITA Y A OL \\\\\ ° ry° a T SANITARY MANHOLE I aaa as +a1' 1 tiyla ,� h TRANSFORMER t i so- as aa. TO 8. 4 a ay oyozsOPI - 1 ° `� I +aae ASPHALT aa. ti ` as y a'a a as I ER 8 C Y 82.08 °+ • . NVER T 8" CLAY 81.31 �` _____ �� °, y h W. INVERT 8" CLAY - 81.41 ap a1' t° 20.0 \ i 1 I I 1 aa' ry '� ry ` ary as W. INVERT 8" CLAY = 82.09 ho- as y + i aaa spay ASPHALT, .. / I 1 1 as a �+ �, aa.+ 1 a h+ N. +INVERT 8" PVC 82.37 a' a __a a a a a s : x.\ I I ><`` I 40.7' a o-` aa° a.y a° .` ASPHALT +a aa` + ry 1 o- aaa 1a ry1 y a s .� a� a a a' a' 5' X 2.9' 66.0' cwi� 3.3tn1 Ict .0' N ASPHAL�f a +.�a - a� . _ . _ . ° +� °1 r \ 34.12' a A/C PAD cn po- ryo- y a a 1y a s at a• 25.3' a a as a M 01 a ry ya a - o a a s -ry - o-a aa s a- a s s rya a y s a ay y y a ' •s 5 a ay ry ayh ' y ' J o a ' a -o- -y - a . ` - a a a 1 , a a a s e a 1 a a 1. L. yo- e P aa 1 as 1, e aya ' s a Wo- � e p b °a o ♦ �� °' a � - l� a a r e l a 1 o-0 a�a �S1a ar2a j o-�' a+ , 1 ry � o' ry y a a a 1 a , 1 a 1 1 -s f�a / - 1 a s �o n ` D ti + • y n ti u a` a � Ca- �°- 1? a _° - � y ` o 'ae1 --1 a e? °� _ a a p -- 0a° • - - o S E °�a- ' -- �- . �- - a a o aa a _s a .� . . - -a � -10 - a a aa y r1 ry fi° a a ry . a0 a� a W_M a_ a s A a+ ' a �o a a ,, S aa o + ry y �aaaaa a1 aa aaa1' ati ' a y a o a LP a y S A Wa 11M 1�• + � a a o a e a 1 a oy ad u I1 lI l I I I I T l l p ° tiy y ti; o-o- + o� 9 a\y 1 ` . 0° , 5a . o- a ry __..._ G _. R- A TE . _T .O.. P INLET 1 a. �P 7 a { 50.0' "M M + ASPHALT SNVERT 41 PVC - 8_6._0. 6 �-e R A BUILDING g STORM MANHOLE aa a ONRY WALL apN GRATE TOP INLET = 88.45 FINISH FLOOR ELEVATION = 89.28 51.8 TOP = 86.56 + 18" RCP SOUTH = 84.59 a a a o + SANITARY MANHOLE a a E R D G a 16 (2) 18" CMP'S SOUTH 83.88 BOTH 53,639± SQUARE FEET TOP = 87.99i 18" RCP NORTH = 8473 m a a +aa + E. INVERT 8" !CLAY = 82.31 a IT Y AN OL aary ASPHALT ASP HT NW. INVERT CLAY 82.34 Q, p T a OP + S LL OF + + a a e ° a aaery + as 0 0 a� w Ch i STOP 100.1 , MITERED END SECTION . 309.2 � � Ba� ry II CONCRETE 1 77� B o oINVERT 18" RCP 84.71 o a e - - - - - � s C � s__ rr- - -- o - - - o a a a GENERATOR PAD- B +� + a7 58.1 ' a+ +a UP ASPHALT a ry ASPHALT 1 !4 W a ° ASPHALT 1 9 as +a y a SGN lay a y II +as 1 53.e a a a TANKS - PA A_ a -- _ at- ` + ASPHALT a 1 + a a o LP a° SGN -MASONRY WALL + z4 a L + o° a a O ' 12 (-r a s y ya a1 ASPHALT }' HALT a ° a 1 1 W _ - -- - \. a1 +aa' aaya1 yet ( \ G alryy a1 �?`� ya y y a aao, a CON a19111 g `�o-�p p SANITARY 32 HOLE ay. + b�+ ,9 a 1aa 0 + a1 o- h` aap 1a a° ry� Z CO II y S. INVERT 8" CLAY = 80.51 p.1 ap aa' 9 I a ay. h ay I + a + 'S + 0 aa' + n aa+ aa' as �'L \ } " b o \�y a 11 a1 +a + �. aa. o W a1 ay' �� ono �"" �-" .... RATE TOP INL ^ aa, Cu II W II , I ay o` N. INVERT 8 CLAY = 80.54 r 1, Q a as I = I y Q� + ye aa� a OP = 86. a C m - Ll_ I Iy ^ °� + ry1 NW INVERT 6" PVC = 81.12 l ip9ry a °ery a o I a I as a ay a a INVER 4" ?3" METAL 83 (2) 18" CMP'SS UT = 83.91 BO +aao` B `� p w l spa g ,oy aye • I as Iaa_ • ati yo- p \ ` ) 18" CMP S TH - 83.91 H L'� as as H= �. o ° I aytiaaa ASPHALT \ 14" X 23" L T = 84.0 a p Z Q Q - �-.�• 4114 a� , ` .o- ASPHALT , �. a, as 0 0 I I \ o I a I �� i�a a y �a6 yy a 1 ASPHALT , a' a (n J 0 jam/ p� z a lea' �a BUSINESS SIGN as 2 0� +a +aa +a1' +a + a o` ae a + ��° a+ ¢ N Q W U) / +,,.P aa�y L ` ASPHALT alp LP +aa 0 as aa�1 Lo U a °0ry a I a tj aery 1y LP ` �. a1a C% >- Q a aae II yay y ape aae l a aa' 1a s a oC oaf O tp I I Q• a a a ^� I I }eery RATE TOP L a1 + '26 ao- , a ry � LJe 1 y a a I ASPHALT a1 TOE' = 86.55 as aae (n ay +a° as b 2) 18- CM S H= 84.01 BO i a ry y w= In a 1 ap`° oe I I a 18 CMP'S RT - 84.01 0 a i a pry y a a' +aa' a aa' Z Z ya a ay as I I 1a +aa +a + 10a a1a a+ O a. MITERED END SECTION aa' 1ry as + aryl y1 yo- ,° +a a + \1 ! <L INVERT 18 i RCP = 84.7 I ayOl ar i ya a a1 a1�y a1 °y a1 a1 a1'a a1 0a 1 con 1 as o a° ti tj aaL a' as a , a1 a 1�a alyy Oy / a a1�a +a1ya a° 1ya . 1 ° 1aa am �ry Ln� �} aae a a 0 1 a ,y ry 1' a 1 a 0 a. aa' �., = G 2 1� /tea•+ ry a1' 1 a U a A l `L LP 12 `a a ay 0a. 1 as HOLE TEMPORARY BENCHMAR a a a' o-1 0 1' as a1' ryh oa a° a 1� a a° as a h a aa' y a ary TOP = 89.24 ryry I SE. INVERT 6" CLAY = 86.94 +a ONRY WALL a Ln a1' aao a o-0 as aa' a a1' a1 a1 as 1ory 1 ' X 1 ' GRATE TOP INLET a so- a1' a1' aap awry ya a 1 a a SQUARE CUT IN CONCRETE o + a1 + + a + OP = 86.77 + ry +a1' + ,+ +aa' a BASE FOR LIGHT POLE 0 ASPS T ao + ASPHALT a1 Op 1 BOTTOM = 85.43 91 PARKING COUNT (TYPICAL�b ry a` a B INVERT 4" IRON = 87.14 lb a 1 a 5 BOTTOM = 85.94 r ELEVATION 89.51 pea � 1 a`y a a`y aoa a ' a spry 10 ASPHALT ` NO VISIBLE PIPES ASPHALT + aa' aa. TRANSFORMER B oa MITERED ND SECTION eery G 0° ya as vv�� STOP G T T L 30.0' � ae?� a R P �1J o` as yy +aa o INVERT 18" RCP = 84.52 as 3 a 39.9 BUI ING LP ` 0 = 8 72 .a 55.6 MBI�aB aa. 1a 1aa a aa'a,y ap ob sap L_ aa° 14 a 0 WEST _ a' y °B I II 8 B g aa' 022.5 o a a o-y as a s Z y o ` 1 o 0 0 0 +0 ° a� (2 1 S 8 1 B Lea a, L B B � Y a a' .° a. + WM a � o a a 30.J9' a� " -'7yF op a a aa. a' ° aary � � +a /+ 0 . ya 1 ,a • y' R+ Q, 1 r o-ry tit a1ry 1�1 Z a a a UP \ aka - O' a U 1 3 'ti + N 1 - -- a ape I 1y �y ONE STORY a1' 1 YyA ° co I n a1'+ a +a + + + ry1 a ail a a 8 ry +a I o I W a ° . 1° o\' ° L,i \ ay a 1 + �+ a' + y y� a MASONRY BUSINES as �r�1 a1' o-0 + Z Li ASPHALT 10 1y a a° °w a Q y pa oI F.F.E. = 88.72 a �F> a ? a1 w� \ a a 1 al 0 a a �• \- a aaa +ay. as aa' Q a y a ay a ZOO' - a1° a a1 ° p� P t a, ° m - \IX ay ay + C( 10-�• 1 a'ti +' "0� ,�0 a a ,tn`L a n +a +a ph o `• ' 1 1 a PHALT aka O o ASPHALT . as 1 ry � ary. a 1• 1 39.9' ay a' a 1 1 a a a ; 1 a a' °-"M RKET SQUARE DRIVE as L�' 101 a ry rP- ao° 10o- 1y �a$1a as ary a , a a a le a1a aa. as +ry° a + ya. + a0' ry yy I S O yry p, a 10 C a p� a a a1 a� N 0101' 1. 1. `Y 1 1 •- a g �'�0 y U a as a' cv0 1. a a 1 1 O -� a 1 'ti 1 0 a° a y} 3 aaa a 0p a +� +a1' aao a + a 1+aa 00 +1._. a a� o- y o y ry 60 PLATTED RIGHT -OF -WAY � y a 1� a a GV a o a 1 a as 1• 1 �,_, o aaa e ay a a as 0 & MASONRY WALL a s w Iro - - no �--- ^o -Ino ono - G a 1 1? 1. 1 20 a a1• B a 0 a a ap°. a_a' 0, try � aaa a1o+ Up s + WM s + Eex❑ + as is 3 19 37 + ti CEDAR 9 ' N SGN aae UP UP 4 FP-:__.q 9 so- ary U ay aryryl ae 12 a a a aa. a0 ry1 + asp 0a O° as a1 all ary 111 LP ao-ry aa, ary y I CEDAR 9 1a ASPHALT :LO GAGA ' FP AS EMBLY a a 1' #S ASPHALT PARKING a + ry a .y o- ASPHALT PARKING a a a a + . as ya + a CO ry s a RIDA °a � +ary' +a` ryy SANITA Y MAN OLE POWER BOX a a +a TOP! »'89.00 a °a + + v � s t n v N 0 0 O / w u O� 1N I N 1.1,7\ 00 6 29.2' 1.7' ONE STORY MASONRY BUSINESS 1. 7'1 F. E. E. = 88.72 48.6' 5.5' o Cfl SANITARY MANHOLE TOP = 87.90 E. INVERT 8" CLAY = 81.23 W. INVERT 8" CLAY = 81.27 S. INVERT 8" CLAY = 81.33 SW. INVERT 6" PVC = 83.07 INUM SHEDS ELEVATIONS SHOWN HEREON ARE NAVD 1988 E. INVERTS* CLAY = 78.92 W. INVERT 6" PVC = 79.41 N. INVERT B" CLAY = 79.00 100' U mm no Z bb n0 ` N N 50, ' n Z6 TO V J 1 z 25' , Fmwm4 W (n O as cD 8 z _ N z W a W Z EL0 z z O� as �aA CL aao o �Nw CL ff O z >4 c) ct a 0 LL a ak w Q ? � � Np W 2 DRAWN BY: I PARTY CHIEF: RHF I VINCE /DEAN PREPARED FOR: JOB #: =LORIDA MEDICAL CENTER 00856.000 1 SEC TWP RNG: FIELD BOOK/PAGE: 2-26-2 1 446/47 SURVEY DATE: QUALITY CONTROL FIELD; 04/23/2010 DEAN NOT VALID Wf HOUTALL SHEETS QUALITY CONTROL OFFICE: O� RCH Legend: (AS APPLICABLE) Q SCIR SET CAPPED IRON ROD 1/2" LB #7013 CONC CONCRETE C COLUMN FCIR FOUND CAPPED IRON ROD S/W SIDEWALK B BOLLARD FIR FOUND IRON ROD CLF CHAIN LINK FENCE CENTER LINE °J FCIP FOUND CAPPED IRON PIPE B/W BARBED -WIRE FIP FOUND IRON PIPE OUL OVERHEAD UTILITY LINE ID IDENTIFICATION o FPIP FOUND PINCHED IRON PIPE UP UTILITY POLE N.T.S. NOT TO SCALE oSCM SET CONCRETE MONUMENT (4 "X4 ') LP LIGHT POLE TBM TEMPORARY BENCH MARK o FCM FOUND CONCRETE MONUMENT GA GUY ANCHOR LB LICENSED BUSINESS SPKN &D SET PK NAIL & DISK EBX ELECTRIC BOX o FPKN &D FOUND PK NAIL & DISK SGN SIGN POB POINT OF BEGINNING FRRS FOUND RAILROAD SPIKE TOB TOP OF BANK POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT TOS TOE OF SLOPE POT POINT OF TERMINUS U WM WATER METER RCP REINFORCED CONCRETE PIPE ICV IRRIGATION VALVE ERCP ELLIPTICAL REINFORCED CONCRETE PIPE (R) RECORD m FH FIRE HYDRANT CMP CORRUGATED METAL PIPE (M) MEASURED WV WATER VALVE CPP CORRUGATED PLASTIC PIPE (P) PLAT o BFP BACK FLOW PREVENTER FDC FIRE DEPARTMENT CONNECTION (F) FIELD GI GRATE INLET X 99.99 EXISTING ELEVATION Ci CURB INLET F.F.E. FINISHED FLOOR ELEVATION j MH MANHOLE INV INVERT MES MITERED END SECTION A/C AIR CONDITIONING O� 1N I N 1.1,7\ 00 6 29.2' 1.7' ONE STORY MASONRY BUSINESS 1. 7'1 F. E. E. = 88.72 48.6' 5.5' o Cfl SANITARY MANHOLE TOP = 87.90 E. INVERT 8" CLAY = 81.23 W. INVERT 8" CLAY = 81.27 S. INVERT 8" CLAY = 81.33 SW. INVERT 6" PVC = 83.07 INUM SHEDS ELEVATIONS SHOWN HEREON ARE NAVD 1988 E. INVERTS* CLAY = 78.92 W. INVERT 6" PVC = 79.41 N. INVERT B" CLAY = 79.00 100' U mm no Z bb n0 ` N N 50, ' n Z6 TO V J 1 z 25' , Fmwm4 W (n O as cD 8 z _ N z W a W Z EL0 z z O� as �aA CL aao o �Nw CL ff O z >4 c) ct a 0 LL a ak w Q ? � � Np W 2 DRAWN BY: I PARTY CHIEF: RHF I VINCE /DEAN PREPARED FOR: JOB #: =LORIDA MEDICAL CENTER 00856.000 1 SEC TWP RNG: FIELD BOOK/PAGE: 2-26-2 1 446/47 SURVEY DATE: QUALITY CONTROL FIELD; 04/23/2010 DEAN NOT VALID Wf HOUTALL SHEETS QUALITY CONTROL OFFICE: O� RCH