Loading...
PL-12-419Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 170947 Permit Number: PL- 3- 12-419 Scheduled Inspection Date: May 04, 2012 Permit Type: Plumbing - Residential Inspection Type: Final Owner: MONTERO, ANGELICA Work Classification: Gas Job Address: 9338 NW 2 Avenue Miami Shores, FL 33150- Inspector: Hernandez, Rafael Project: <NONE> Contractor: TECO PEOPLES GAS SYSTEM Phone Number Parcel Number 1131010150280 Phone: (305)957 -3857 Building Department Comments INSTALL 108' OF 3/4" PLASTIC NATURAL GAS SERVICE TO SERVE 9338 NW 2 AVE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments i)ii/ May 04, 2012 For Inspections please call: (305)762 -4949 Page 6 of 12 31a► BUIL ING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department L 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1 Permit No. ll 1E-411 �l Master Permit No. Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): Acne -e Ir c c .. /tin n��.�l°C3 Phone #: ��OS) X577- 72 i7, 33 JA. Address: "" i �% 3 City: State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 2 City: Miami Shores County: Miami Dade Folio/Parcel #: � W40,1- ®/0 - 0,7(90 Is the Building Historically Designated: Yes NO Flood Zone: Zip: -U./Ur CONTRACTOR: Company Name: / `C0 A.7 /,c Gc S Phone #6S'4 's3- U 7 i'Cii Address: _670/ A/I I / 5'4 4v City: e . `� , / State: �� Qualifier Name: 3 e 5 t- , 5 1.° 5 State Certification or Registration #: -16 oP Certificate of Competency #: Contact Phone#: SY) ieS3— 62 9V Email Address: d_Je41. ►use,, -e. ✓��C� �.� P y C e DESIGNER: Architect/Engineer: Phone #: Zi : 333° p Phone#: 30?) 9kS Value of Work for this Permit: $ �'c c,� Square/Linear Footage of Work: Type of Work: ❑Address °Alteration blew ORepair/Replace e �r /� Description of Work: r.t°.z �Y�/ ,/'!J� s•� 4 0 �, �.., riv � ��. � �� Se � ;'-c� t4 ,54. ,-v4 S'.?:3,P 4/4) �"d e_. °Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Permit Fee $ /re ' CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW DUE $ I09° rL Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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 COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature's Owner or Agent Signature \-)� 4 Contractor The foregoing ji nstrument was acknowledged before me this 4 The foregoing instrument was acknowledged before me this 6 b7i day of 4l21 , 20 f2, by Nic_s,,-s \(rs *5 who ersi iia1Ty•known to me or who has produced who is personally known to me or who has produced �� As identification and who did take an oath. as identification and who did take an oath. day of , 20 it, by rge.see...f V - 4S NOTAR Sig Print: My Commission Expir P t LIC: * �!' `; +l MY COMMISSION # DD 894714 EXPIRES: September 11, 2013 -,*o , Fl;m Bonded Thru Notary Public Underwriters NOTARY PUBLIC: Sign: Print: My Commis o *********** ***** ******** *** **************** * * * ** ** ** *+h******* ************ APPROVED BY �" 3 ° �Z- lans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) * * * * * * * * * * * * * * * * * * * * * * ** Zoning Clerk '44,40 4%4 , (..:...■■',;:; '3;.-Arci BUSIPIESS carri-Ftc.), ..-Dr AiPEOPLES cerlitiad under tha Drcriialz%no c *9 • *6111111111161 QUALiPIING 'r,,,-:(s) 0014 FUEL TRANS g Dim- RI ChatleS DaflDecP.E. Secretary of ther Bawd ;d I pi I, ,44b,wc. datin.govii,A4sng A 3 °® CERTIFICATE OF LIABILITY INSURANCE DATE (MMI201 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER MCGRIFF, SEIBELS & WILLIAMS, INC. P. O. Box 10265 Birmingham, AL 35202 CONTACT E' PHONE 800 -476 -2211 FAX I° Extl (A/c, No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Associated Electric & Gas Ins. Svcs. LIABILITY COMMERCIAL GENERAL LIABILITY INSURED Peoples Gas System TECO Energy, Inc. P.O. Box 111 Tampa, FL 33601 INSURER B :Liberty Insurance Corp. X0521A1A11 Self - Insured Retention $1,000,000 INSURER c Zurich American Insurance Company 16535 INSURER D : $ 1,000,000 INSURER E : $ INSURER F : X I CLAIMS -MADE COVERAGES CERTIFICATE NUMBER:EE74Y5HU REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR wvD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY X0521A1A11 Self - Insured Retention $1,000,000 07/01/2011 07/01/2012 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ X I CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER n POLICY n JECT n LOC PRODUCTS - COMP /OP AGG $ $ A AUTOMOBILE — LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS _ _ SCHEDULED AUTOS NON-OWNED AUTOS X0521A1A11 Self- Insured Retention $250,000 07/01/2011 07/01/2012 CO accident) SINGLE LIMIT BI 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ Peter PEE nt) $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE X0521A1A11 07/01/2011 07/01/2012 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 DED I I RETENTION$ $ A C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N I A EWS931859700 X0521A1A11 07/01/2011 07/01/2012 X We STATU OTH- TORY LIMITS i I ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 B EXCESS WC Excess Workers' Compensation EW564N004918121 07/01/2011 07/01/2012 Each Accident or Each Employee for Disease $ $ 35,000,000 $ $ $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Excess Liability policy provides insurance in excess of Peoples Gas System's Self- Insured Retention as stated above. WC Statutory Limit Is excess of $35,000,000 (insured by Liberty Insurance Corporation) CERTIFICATE HOLDER City of Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE • ACORD 25 (2010/05) Page 1 of 1 © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 200 ° ■ Work Area ' ° 400 200 ') I Less Than � �<> y 2017 J J b SYMBOLS ® Work Area • Sign With )8° x 18' Min.) Orange Flag And Type B Light a Channelizing Device (See Index No. 600) Work Zone Sign • Flogger =4J Lane Identification + Direction of Traffic 9338J� q a ■ a a ■ ■ a r 517 200 200 ' E,, 18,7 7 i Work Area %` Mere Than 20W GENERAL I. Work operations shall be confined to one travel lane, leaving the opposing travel lane open to- traffic. 2. When vehicles in a parking zone block the line of sight to TCZ signs or when TCZ signs encroach on a normal pedestrian walkway, the signs shall be post mounted and located In accordance with Index No. 17302. 3. If work area is confined to an outside auxiliary lane, the work area shall be barricaded and the FLAGGER signs replaced by ROAD WORK AHEAD signs. Naggers are not required. 4. Flaggers shall be in sight of each other or in direct communication at all times. lr lr 200 - - 4017 JL P Alit/ r r .NOTES 5: The FLAGGER legend sign may be substituted for the symbol sign. 6. The maximum spacing between devices shall be no greater than 25? 7. For general TCZ requirements end additional information. refer to Index No. 600. 8. The two channel/king devices directly In front and directly at the end of the work- area may be omitted provided vehicles in the work area have high- intensity rotating, flashing, oscillating, or strobe lights operating. CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREAS LESS THAN 200' DOWNSTREAM FROM AN INTERSECTION FOR A PERIOD OF MORE THAN 60 MINUTES. CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREAS 200' OR MORE DOWNSTREAM FROM AN INTERSECTION FOR A PERIOD OF MORE THAN 60 MINUTES. DURATION NOTES 1. ROAD WORK AHEAD sign may be omitted if all of the following conditions are met: a. Work operations are 60 minutes or less. b. Speed is 45 mph or less. c. No sight obstructions to vehicles approaching the work area for a distance of 600 Peet, d. Vehicles in the work area have high - intensity, rotating, flashing, oscillating, or strobe lights operating. e. Volume and complexity of the roadway has been considered. LAST REVISION 07/01/09 DESCRIPTION: FOOT DESIGN STANDARDS FY 2012/2013 TWO -LANE, TWO- WAY, WORX NEAR INTERSECTION INDEX NO. 605 SHEET NO. 1 5 C=s D1 1 400' 200 q■ ■ ■ u lt, y;w/ ■ 1 p I. Work Area ' ■ J� ( 400 Less Than 200 1 g338� , M,' ,. • ■i Work Area �l r9 I50I SYMBOLS ® Work Area 9't Sign With 18° a ;Er Min.) �/ Orange Flag And Type ti Light Channelixing Device (See Index No. 6001 (p Work Zone Sign Er. Flogger y Lane Identification a Direction of Traffic 200' 200' More Than 200 GENERAL 7. Work operations shall be confined to one travel lone, leaving the opposing travel lane open to traffic. 2. When vehicles in a parking zone block the line of sight to TCZ signs or when TCZ signs encroach on a normal pedestrian walkway, the signs shall be post mounted and located In accordance with Index No. 17302. 3. If work area Is confined to an outside auxiliary lane, the work area shall be barricaded and the FLAGGER signs replaced by ROAD WORK AHEAD signs. Flappers are not required. 4. Flaggers shall be in sight of each other or in direct communication at all times. LB L a Ca AI r NOTES 5. The FLAGGER legend sign may be substituted for the symbol sign. 6. The maximum spating between devices shall be no greater than 25.' 7. For general TCZ requirements and additional information, refer to Index No. 600. 8. The two chennellsing devices directly in front and directly at the end of the work area may be omitted provided vehicles in the work area have high - intensity rotating, flashing, oscillating, or strobe lights operating. CONDITIONS WHERE ANY VEHICLE. EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREAS LESS THAN 200' DOWNSTREAM FROM AN INTERSECTION FOR A PERIOD OF MORE THAN 60 MINUTES. CONDITIONS WHERE ANY VEHICLE. EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREAS 200' OR MORE DOWNSTREAM FROM AN INTERSECTION FOR A PERIOD OF MORE THAN 60 MINUTES. DURATION NOTES 1. ROAD WORK AHEAD sign may be omitted if all of the following conditions are met: a. Work operations are 60 minutes or less. b. Speed is 45 mph or less. t. No sight obstructions to vehicles approaching the work area for a distance of 600 feet. O. Vehicles in the work area have high - intensity, rotating, flashing, oscillating, or strobe lights operating. e. Volume and complexity of the roadway has been considered. LAST REVISION 07/01/09 O DESCRIPTION: FOOT DESIGN STANDARDS FY 2012/2013 TWO - LANE, TWO- WAY, WORK NEAR INTERSECTION INDEX NO. 605 SHEET NO. 1 4. JL 400' 200' J Work Area • I Less Than 20C r �r SYMBOLS ® Work Area 0, Sign With 18° a ,r (Win.) Orange Flag And Type B Light • Channelizing Device (See Index No. 600) (p Work Zone Sign V ringer Lane Identification + Direction of Traffic GENERAL 1. Work operations shall be confined to one travel lane, leaving the opposing travel lane open to traffic. 2. When vehicles in a parking zone block the line of sight to TCZ signs or when TCZ signs encroach on a normal pedestrian walkway, the signs shall be post mounted and located In accordance with Index No. 17302. 3. If work area is confined to an outside auxiliary lane, the work area shall be barricaded and the FLAGGER signs replaced by ROAD WORK AHEAD signs. Flappers are not required. 4. Flaggers shall be in sight of each other or in direct communication at all times. NOTES 5. The FLAGGER legend sign may be substituted for the symbol sign. 6. The maximum spacing between devices shall be no greater than 25.' 7. For general TCZ requirements and additional information, refer to Index No. 600. 8. The two channellzing devices directly in front and directly at the end of the work area may be omitted provided vehicles in the work area have high - intensity rotating, flashing, oscillating, or strobe lights operating. CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREAS LESS THAN 200' DOWNSTREAM FROM AN INTERSECTION FOR A PERIOD OF MORE THAN 60 MINUTES. CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREAS 200' OR MORE DOWNSTREAM FROM AN INTERSECTION FOR A PERIOD OF MORE THAN 60 MINUTES. DURATION NOTES I. ROAD WORK AHEAD sign may be omitted if all of the following conditions are met: a. Work operations are 60 minutes or less. b. Speed is 45 mph or less. c. No sight obstructions to vehicles approaching the work area for a distance of 600 feet. d. Vehicles in the work area have high - Intensity, rotating, flashing, oscillating, or strobe lights operating. e. Volume and complexity of the roadway has been considered. LAST REVISION 07/01/09 DESCRIPTION: FDOT DESIGN STANDARDS FY 2012/2013 TWO -LANE, TWO-WAY, WORK NEAR INTERSECTION INDEX NO. 605 SHEET NO. 1 PROP. METER LOCATION 26' E OF E.O.B. LEGEND: R/W PROP. 108' OF 3/4" PLASTIC GAS SVC TO BE DIRECTIONAL BORED R/W — RIGHT OF WAY P/L — PROPERTY LINE C/L — CENTERLINE E.O.P. — EDGE OF PAVEMENT E.O.B. — EDGE OF BUILDING T.T. — TAPPING TEE E.F.V. — EXCESS FLOW VALVE SVC — SERVICE LINE GENERAL NOTES: 1. REPLACE BASE MATERIAL OVER DITCH SHALE BE TWICE THE THICKNESS OF THE BASE, MIN. 8" AND MAX. 18' 2. BASE MATERIAL SHALL BE PLACED IN 6" MAX. (LOOSE MEASUREMENT) LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF MAX. DENSITY PER AASHTO T -180 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE MATERIAL 5. BASE MATERIAL SHALL HAVE A MIN. LBR OF 100 AND A MIN. CARBONATE CONTENT OF 70% (60% FOR LOCAL STREETS) EXIST. 6" PL 20' E OF C/L TIE IN SVC TO GAS MAIN WITH T.T. / E.F.V. ADDITIONAL NOTES: NW 2ND AVE 0 25 50 Feet m'THgm TH:OU D LLI 0 " AS S.N • 6. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTILITIES 7. MAINTAIN A MINIMUM HORIZANTAL SEPARATION OF 5' FROM ANY CITY UTILITIES 8. MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18" OF ANY CITY UTILITIES SCALE: 1"= 20' HORIZONTAL 1"= 5' VERTICAL RESTORATION OF ROAD CUT FOR UTIUTY CROSSING I 5101 NW 21st AVE. h FORT LAUDERDALE, TECO FLORIDA 330 PN[fNC �4d d_S9 i—f17Ad PROP. METER LOCATION 26' E OF E.O.B. LEGEND: R/W PROP. 108' OF 3/4" PLASTIC GAS SVC TO BE DIRECTIONAL BORED R/W — RIGHT OF WAY P/L — PROPERTY LINE C/L — CENTERLINE E.O.P. — EDGE OF PAVEMENT E.O.B. — EDGE OF BUILDING T.T. — TAPPING TEE E.F.V. — EXCESS FLOW VALVE SVC — SERVICE LINE GENERAL NOTES: 1. REPLACE BASE MATERIAL OVER DITCH SHALE BE TWICE THE THICKNESS OF THE BASE, MIN. 8" AND MAX. 18' 2. BASE MATERIAL SHALL BE PLACED IN 6" MAX. (LOOSE MEASUREMENT) LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF MAX. DENSITY PER AASHTO T -180 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE MATERIAL 5. BASE MATERIAL SHALL HAVE A MIN. LBR OF 100 AND A MIN. CARBONATE CONTENT OF 70% (60% FOR LOCAL STREETS) EXIST. 6" PL 20' E OF C/L TIE IN SVC TO GAS MAIN WITH T.T. / E.F.V. ADDITIONAL NOTES: 0 25 50 Feet NW 2ND AVE 70 R I W NO w 2TTHHBOU ND SOU THLANEUND D:1 • V • C/ • IW >? 0' 1 1 I o✓ GRASS GRA SS WATER PL GAS MA IN PRO P. 3/4 " P E' 1 SAN BORE 6. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTIUTIES 7. MAINTAIN A MINIMUM HORIZANTAL SEPARATION OF 5' FROM ANY CITY UTIUTIES 8. MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18" OF ANY CITY UTILITIES SCALE: 1"= 20' HORIZONTAL 1 "= 5' VERTICAL RESTORATION OF ROAD CUT FOR UTIUTY CROSSING 31 1 NW 21st A STE 460 LEC0 FOM LAUDERDALE. 0 Rn Qd- d8 3 -n90d 1 PROP. METER LOCATION 26' E OF E.O.B. LEGEND: R/W C/L A WATER z 0 R/W PROP. 108' OF 3/4" PLASTIC GAS SVC TO BE DIRECTIONAL BORED R/W - RIGHT OF WAY P/L - PROPERTY LINE C/L - CENTERLINE E.O.P. - EDGE OF PAVEMENT E.O.B. - EDGE OF BUILDING T.T. - TAPPING TEE E.F.V. - EXCESS FLOW VALVE SVC - SERVICE LINE GENERAL NOTES: 1. REPLACE BASE MATERIAL OVER DITCH SHALE BE TWICE THE THICKNESS OF THE BASE, MIN. 8" AND MAX. 18' 2. BASE MATERIAL SHALL BE PLACED IN 6" MAX. (LOOSE MEASUREMENT) LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF MAX. DENSITY PER AASHTO T -180 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE MATERIAL 5. BASE MATERIAL SHALL HAVE A MIN. LBR OF 100 AND A MIN. CARBONATE CONTENT OF 70% (60% FOR LOCAL STREETS) EXIST. 6" PL 20' E OF C/L TIE IN SVC TO GAS MAIN WITH T.T. / E.F.V. ADDITIONAL NOTES: 0 25 50 Feet NW 2ND AVE NO OU 0' GRASS 70' R ND 50L LANEUND CC C/L RAS S PL GAS MAI WATER S N N SRO P. ,5/4 " P • EjB ORE 6. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTILITIES 7. MAINTAIN A MINIMUM HORIZANTAL SEPARATION OF 5' FROM ANY CITY UTIUTIES 8. MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18" OF ANY CITY UTIUTIES SURFACE RESTORATION OF ROAD CUT FOR UTIUTY CROSSING FULL LANE SURFACE REPLACEMENT SCALE: 1"= 20' HORIZONTAL 1"= 5' VERTICAL SAW CUT ASPHALT (TYPICAL) REPLACEMENT BASE (NEW MATERIAL) 1 DITCH WIDTH (W) SIT 12" 12' I A4 �� STYE 4E6�0� 11 1 O FO FLORIDA 303309• PHONE 954 -453 -0794 " ° "�a °"° FAX 954 -453 -0604 WW W.PEOPLESGAS.COM 1 1