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PW-14-1682 t.7 Miami Shores Village lVD iJl � Building Department 1. 21014 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 4B ;. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2010 BUILDING Master Permit NoTw— I Y— 2, PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S 7- City: City: . Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: .i S Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): 121 (A-Jgr-L11 Phone#: a Address: City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 7 IF -CC -e,000/0 J 6AS Phone#: T r T -S Address: -V AJ ;2 Ay e , STF- :i�dl e) City: State: Zip: Qualifier Name: 10X 14 e, vin e'- a Phone#: f s - .l 3--drM State Certification or Registration M ���'® � Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Fue O'10u , �®® Square/Linear Footage of Work: �9+�.+.rk? ❑' Afid3lign� ❑ A'�teration � New ❑ Repair/Replace ❑ Demolition �`, 11," it Specify color of color thru tile: Submittal Fee$ ` Permit Fee$ CCNU CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Co4 (Revised02/24/2014) �f r 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,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 ee will bii,�:horged. Signature Signature )CCAs® 1-3 OWNER or AGENT h, CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was ac nowledged before me this day of ,20 by Z� day of =personally y who is personally known to �� �� r� ,w o %o me or who has produced as me or who has produced as identification and who did take an oath. identificati and ho did take an oath. NOTARY PUBLIC: NOTARY UBLIC• muBERT NUNEZ ••••W o!y'� s..v1yC Stg8 01 F !arc! •� pNotaty►Yon y Co res S9P 11,2017 qly Comm.ExplSign: qc. Commisston at►FF BAWL Print: Print: Seal: Seal: APPROVED BY Plans Examiner Zoning '^l) Structural Review Clerk (Revised02/24/2014) f�/t'/6/ 11-r A� CERTIFICATE OF LIABILITY INSURANCE °0""'2014 07292014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THLS 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(les)must be endorsed M 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 M Ileo of such endomerent(s). PRODUCER CONTACT NAS: MCGRIFF,SEIBELS&WILLIAMS,INC. FAX P.O.Box 10265 (A/C, 800 476 2211 AAfc No Birmingham,AL 35202 EAIMIL ADDRESS: MURER(S)AFFORDING COVERAGE NAC 6 MURERA Zudch American Insurance Company 16535 INSURED INSURERS:Associated Electric&Gas Ins.Svcs. Peoples(las System TECO Energy,Inc. DBURERC:LM Insurance Corporation 33600 702 North Franldm Street Tampa,FL 33602 INSURER 0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:LACEQQUC 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 RESPECTTO 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. MR UoL hmmm EFF POLICY LTR TYPE OF INSURANCE WVD POLICY NUMBER MW�fY P LOOTS 8 GENERAL LIABILITY XL5129403P 07/01/2014 07MIR015 1,000,000 Seo-Insured Retention EACHOCCURREt�E $ X NMMERCIALGENERAL LIABILITY $1,000,000 UAMAUE TO RENTED PREMISES Ma occurrence) $ X CLAN S-MADE F OCCUR MED EXP(Any one person) S PERSONAL&ADV INJURY S GENERAL AGGREGATE $ 1,000.000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/013 AGG It POLICY PRO-FIJECT E-1 LOC 1 $ AUTOMOBILE LIABILITY XL5129403P 07/012014 074112015 COMBINE DMILEUMIT If-Insured Retention Ea accident $ 1,000,000 X ANY AUTO 50.000 BODILY INJURY(Per pen on) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS AUTOS Fir a $ 1 $ B UMBRELLALIABX OCCUR L5129403P 074112014 07012015 EACH OCCURRENCE $ 1,000,000 X EXCE13SLIAB CLAIMS-MADE AGGREGATE $ 1,000,E DED I I RETENTION$ 1 $ A WORKERS COYPENWION Excess Workem'Compensation: 07/012014 074112015X &STATU- OTH- B AND EMrPLOVERS'LIABILITY Y/N EWS9318597-03(Statutory Umft is MITER ANY PROPRIETORMARTNEWEXECU IVE excess of$35,000,000 insured by LM E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? El N/A Insurance Corporation) (Mandatory In NH) Employer's Liabr7ity:XL5129403P EL DISEASE-FA EMPLOYEE S 1,000,000 I1y�s dnerbe under DESCRIPTIONOFOPERATIONSbelow E.LDISEASE.POLCYLIMIT $ 1,000,000 C Excess Workers'Compensation EW"4N-004918.124 07/01/2014 074112015 Each Accident or Each Employee for Disease S 35,000,000 S S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Rernadre Schedule,N more space Is regained) Excess Liability policy provides Insurance in excess of Peoples Gas System's Selt4nsured Retention as stated above. Jesus Vega is the qualifier for TECO Peoples Gas. CERTIFICATE HOLDER 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. City of Miami Shores AUTHORIZED REPRESENTATIVE 10050 NE 2nd Ave �nJ Miami Shores.FL 33138 .. Page 1 of 1 ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD norm and logo are registered marks of ACORD •r+nen nr rro.�nu.e. 1 n � Construction Trades( lifying Board BUSINESS CERTIFICATE OF COMPETENCY El 608 PEOPLES GAS SYSTEM INC • D.B.A.: VEGA JESUS Is certified under the provisions of Chapter 10 of Miami-Dade County VALID FOR ONTRACTING UNTIL OS/3412015 North Miami Contractor IGS Number: 160800000 Town of Bay Harbor Island Contractor ID N"mber: CONT-0613-2004-05 QUALIFYING TRADE(S) 0014 FUEL TRANS& DISTRI �/ Charles Oa /ngw P.E. I(A. MIAMI-&-Z Secrtery of the Boartl '� � www,mlomldaEe,9�'lOWIQ� . • ... . . . ••• fl FULL LANE • • ••• • • • • ••• ^ ,y ' I. `.E SWAM SI1w QR A9°FIALT StIRFkLE O • ••• • •i i �REPLACEMM TIE IN SVC TO GAS MAIrr •' ' GASE s I ff' Yi •• • • ••• ••• ••••P••I •••••• errr t->•Le rw a_.1�r5 -t-y-r�w.mr�.r:.,�,,�r.-r r- -_ w- T.^.2�>."w�CS�.# t.e.. ,.rM. ArIf+N V. T.T.�E.F. roltI�LAa]E(T 819E • tam) ••• R taN�r:.r .. w��, w"�"ham0'L""olAm..k_w-,w �re>✓'ww " �Iw �. � - - 9 ALLEY rw p cQ' y.:.1•i' ' - W E .� y �, I ata RESTORATION OF ROAD CUT F. � P 1 " 3 FOR UTILITY CROSSING A , I F s I cn n i` x +` 04 1 0 O 1ql�1 R®q py�� _ {' s F n"s x ;3, l' 1J !., lil li t x �, 4r a �C c o g _ 1 . 1 0 z K = 1 3 — s° a # 161 > c z a I "> r- 17 C3 (PROP.3/ PLASTIC k ,_ -AS MAIN m m ® 1 1 4 - - t ` , r co cn -< GAS SVC. TO BE O , z DIRECTIONAL BORED T°' i n Ir SOD RESTORATION DETAIL m a ►/ SCALE NOT TO SCALE ` aft t R w w a :° ,I '. ? .:'u � w nr.�r• eil t,r mow"l - [Cm - D k , co co �q a L fit: - r , 3F� i11 ,� F � 4 t '3; �y s, xa, sx � _+a •x �r x �,"�r " � u♦+,> � S o- M ei- ! u 9z 0 75 T .d LEGEN �E ALL EXISTING UTILITIES SHOWN ON NE. 107th ST. m M MONUMENT UNE THESE PLANS ARE TO BE t" a CONSIDERED APPROXIMATE & R/W RIGHT OF WAY SHOULD BE VERIFIED BY THE P/L PROPERTY UNE CONTRACTOR PRIOR TO THE k p E.O.P. EDGE �PAVEMENT START OF WORK OPERATIONS. m T.T. TAPPING TEE R/W " 3 E.F.V. EXCESS FLOW VALVE ^ ,I W 4' ) 4 Q x SVC SERVICE LINE z ",r b a _ W J uw j m IL e g 15' 0 3 s W o+£ O- GRD. O d n z O O .�. 3 W W -------------------------- — GENERAL NOTES A ' ROP.3 4" PE 1. REPLACED BASE MATERIAL OVER DITCH MALL BE TWICE THE 36" MIN, GAS SVC. THICKNESS OF THE BASE, MIN. 8" AND MAX. 18" DIRECTIONAL BORE 2. BASE MATERIAL SHALL BE PLACED IN 6" MAX. (LOOSE MEASUREMENT) 1 1 LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 9846 OF MAX. DENSITY PER AASHTO T-180 & ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE 1 EX.2" BSE. GAS MAI MATERIAL(1.5" MIN. THICKNESS) 4 4 5. BASE MATERIAL SHALL HAVE A MIN. LSH. OF 100 AND A MIN. CARBONATE k'z CONTENT OF 70%(607 FOR LOCAL STREETS) 4% 6. CONTRACTOR SHALL SOFT �DIG e TO VERIFY LOCATION OF EXISTING UTILITIES aa�19'a s� "7, AUG 0 201 0 0PROFILE CROSSING AN ALLEY SCALE: (H) NTS. (V) 1:5' -- Drawing He: \\browardfs\voll\USERS\PGNXC\Documents\RESIDENTIAL\2014\NE 107 ST. 161 MIAMI SHORES, FL\161 NE 107 ST, MIAMI SHORES, FLdwg 07/16/2014 BE ROAD O STOP PREPAREO ONE LANE sPEe• Ec�s WORK ROAD �■■oracERs AHEAD AHEAD PR[SENT END ROAD WORK Buffer Space D See Table 50 250 C B A i to 10 D�,, D� tD�,, tt��, • Work Area T f'� � D 03 U' Ly ■ r Lr hl A B C ROAD D Device Spacing-Tangent 500 END WORK See Table I ROAD WORK AHEAD Device Spacing-Taper n eo bE5 ONE LANE See Table 1 RS ROADBE BEAD PREPARED TO STOP 0000 DISTANCE BETWEEN SIGNS TABLE I DEVICE SPACING • • BUF 4%S CE ••• •• Speed Spacing(1[.1 Max.Distance Between Devices(ft.) • • 0 Speed Dist. • (mph) A B C D •• • 40 or less 200 200 100 100 Speed Cones or Type I or Type 11 (mp t • 45 350 350 350 /75 (mph) Tubular Markers Barricades or Vertical ••0••• 25 • 965 000 •• Panels or Drums 50 Soo 500 500 250 0&0:00 30 200 0 • 55 or greater 2640 7640 1000 500 Taper Tangent Taper Tangent 35 250 ••• •• 25 to 45 20 50 20 50 *****o 40 FWYO�j • • ' The ROAD WORK I MILE sign may be used as 50 to 70 20 50 20 100 4 an alternate to the ROAD WORK AHEAD sign. 0000 45 • 0.�0 •• • 0 0 $ 000000 50 5 00. 0 3 500 beyond the ROAD WORK AHEAD sign or GENERAL NOTES DURATION NOTES • • 550• •40• midway between signs whichever is less. 0• •• ••0 •• g 1.Work operations shall be confined to one traffic lane,leaving the opposite lane 1.ROAD WORK AHEAD and the BE PREPARED TO STOP signs may 60 570 • BE PREPARED TO STOP sign may be omitted open to traffic. be omitted if all of the following conditions are met: 000000 65 0645 for speeds of 45 MPH or fess. a.Work operations are 60 minutes or less. • • • • 2.Additional one-way control may be effected by the following means: b.Speed limit is 45 mph or less. • • 70 a 0 000 •0 1.Flag-carrying vehicle: c.No sight obstructions to vehicles approaching the work area • •When Buff SjttilI not • 0 2.Official vehicle; for a distance equal to the buffer space. • • je attained due to geometric 0 0 0 •• a 3.Pilot vehicles. d.Vehicles in the work area have high-intensity,rotating, 0• 0onstraints,the0o"Ot 0 • C 4.Traffic signals. flashing,oscillating,or strobe lights operating. attainable lengt•shall be $ SYMBOLS e.Volume and complexity of the roadway has been considered. used,but t*t*AA*than 100 ft. When flaggers are the sole means of one-way control,the tiaggers shall be in ® Work Area sight of each other or in direct communication at all times. 3.The ONE-LANE ROAD signs are to be fully covered and the FLA66ER signs either Sign With 16 x 18' (Min.) removed or fully covered when no work is being performed and the highway is Orange Flag And Type B Light open to two-way traffic. CONDITIONS ■ Channelizing Device(See Index No.600) 4,When a side road intersects the highway within the TTC zone.additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. WHERE ANY VEHICLE,EQUIPMENT, []I Work Zone Sign WORKERS OR THEIR ACTIVITIES 5.The two channelizing devices directly in front of the work area and the one ENCROACH THE AREA BETWEEN Flagger channelizing device directly at the end of the work area may be omitted provided THE CENTERLINE AND A LINE 7 Automated Flagger Assistance Devices vehicles in the work area have high-intensity rotating,flashing,oscillating,or OUTSIDE THE EDGE OF TRAVEL WAY. —� (AFAD),With Gate strobe lights operating. ��, Lane Identification+Direction of Traffic 6.For general TCZ requirements and additional information,refer to Index No.600. LAST 2� DESCRIPTION: INDEX SHEET REVISION FDOT 2014 TWO.LAI�TIE TWO-WAY, NO. NO. 07/01/09 DESIGN STANDARDS WORK WIITHIIN THE TRAVEL WAY 603 1 of 2 BE ROAD 0 PRE S TO OPONE LANEEBeutas WORK DOM ROAD NNEN 10MRS AHEAD AHEAD PRESENT END RDAD WORK Bu ter Space D See Table 5d 259 C B A I I to to to to to ■■ ///Z ■ • Work Area b ■ 01 v A B C ROAD D Device Sparing-Tangent 500' END WORK See Table 1 ROAD WORK AHEAD Device Spacing-Taper svc I DONE LANE See cable/ RS ROAD BE AHEAD PREPARED TO STOP DISTANCE BETWEEN SIGNS TABLE I DEVICE SPACING BUFFER SPACE Speed Spacing(fl.) Max.Distance Between Devices(ft.) ••• Speed Dist. 06* ;• (mph) A B C D •• • (mph)• rt.) 40 or less 200 200 200 100 Speed Cones or Type I or Type 11 • Barricades or Vertical 2 45 350 350 350 175 (mph) Tubular Markers *0000* 000 •• 50 500 500 500 250 Panels or Drums • 30 200 55 or greater 2640 7640 7000 500 Taper Tangent Taper Tangent •••••• 35 250 • ••• 9• 15[0 45 10 50 20 50 •••• 40 • ••05 • • °' 'The ROAD WORK I MILE sign may be used as 50 to 70 20 50 20 100 • • 4P 9R 4 an alternate to the ROAD WORK AHEAD sign. •000 ••• • $ 50 425 • • S " 500'beyond the ROAD WORK AHEAD sign or GENERAL NOTES DURATION NOTES ••:•• S ••• • midway between signs whichever is less. 1.Work operations shall be confined to one traffic lane,leaving the opposite lane I.ROAD WORK AHEAD and the BE PREPARED TO STOP signs may •• •• 6q 570 ••• •• open to traffic. 6e omitted if all o/the/allowing conditions are met: 65 BE PREPARED TO STOP sign may be omitted 000000 645 • A a.Work operations are 60 minutes or less. 8 for speeds of 45 MPH or less. • • • 70 730 • 2.Additional one-way control may be effected 6v the following means: 6.Speed limit is 45 mph or less. • • *4111110 •• 1.Flag-carrying vehicle; c.No sight obstructions to vehicles approaching the work area When Buff4ir4j5•x••A•not 2.Official vehicle; for a distance equal to the buffer space. • • be attainesdue to geometric • • a 3.Pilot vehicles; d.Vehicles in the work area have high-intensity.rotating, • • ••• •• g y. g, 'tons[raints,[he greatest 4.Traffic signals. flashing,oscillating,or strobe lights operating. •• •attainable leng:118iPbe • • a SYMBOLS e.Volume and complexity of the roadway has been considered. used,but wVv6than 200 ft. When(laggers are the sole means of one-way control,the flaggers shall be in - ® Work Area sight of each other or in direct communication at all times. d3.The ONE-LANE ROAD signs are to be fully covered and the FLAGGER signs either Sign With 18"x 18' (Min.) removed or fully covered when no work is being performed and the highway is Orange Flag And Type B Light ooen to two-wav traffic. CONDITIONS ■ Channelizing Device(See Index No.600) 4.When a side road intersects the highway within the TTC zone,additional TTC devices shall be placed in accordance with other applicable TCZ Indexes, WHERE ANY VEHICLE.EQUIPMENT, Work Zone Sign WORKERS OR THEIR ACTIVITIES S.The two channelizing devices directly in front of the work area and the one ENCROACH THE AREA BETWEEN Flagger channelizing device directly at the end of the work area may be omitted provided THE CENTERLINE AND A LINE 7 Automated Flagger Assistance Devices vehicles in the work area have high-intensity rotating,flashing,oscillating,or OUTSIDE THE EDGE OF TRAVEL WAY. (AFAD).With Gate strobe lights operating. Lane Identification+Direction of Traffic 5.For general TCZ requirements and additional information.refer to Index No.600. LAST 2O DESCRIPTION: INDEX SHEET REVISION IFDOT 2014 TWO-LANEi t TWO-WAY, NO. NO. 07/01/09 DESIGN STANDARDS WORD WlI'Il']E 111 THE TRAVEL WAY 603 1 of 2 0 • • • • • • • • • • _ gam; �� � �� n FULL LAWi i •i• i i i i •i• . ' l susAa m+r aFn sns SAW on ASPHALT 3 . �— • ' • • TIE IN SVC TO GAS MAI I • • • •• •• • XI T. Z" CS GAS MAIN , • • • • • • • • i5 d 9 'r / W6_, '•Pr ' %-_ - _ • • • • • • • • ••• r. WITH T T/E.F.V. . PEPLAC0IOHT BASE • • • • • • • • • e _- i! '� ' �+ tea. a rt a� (NEw YA1EItlAL) 1.s' drGi Nrotlt t.a' • • • ••• •,+ • ,{�,YI a"a.�rt ..ri+ !W"k +� Mj+�..•e�l�` _ _, _£ _ _- 1`I ' ALLEY .�_ v®�_,��,: ��v� _.�. =3 g A w--55 -,r- - _ _ 'i' s�I PT.iia cy ciiy _ -y-•---x � ,� - ,e.., a Cie• ••• • • • • •• • f - , mow P r , ; } A 12. VAPoES 12. • • • • • •• • • r, / �h'" 'I S re fl ;� S�IW r�" `^ —r rw, x t� • • • • • • • • • > ie RESTORATION OF ROAD CUT ,* FOR UTILITY CROSSING *. Gr ` a, V. t,,,, "e^- �F }}"". �h..t�` . ,'I X71 IS 4' 1 6" 1._ ^. # 16 b, PROP.3/4" PLASTIC " h " a h a�� GAS MAIN � �,4 � � � � ;��'� � ,w'� � � r� � ,.� � � a r. GAS SVC. TO BE �' I � r ' ° rh _ cti DIRECTIONAL BORED 'F y"' { y •" c LF _ ir 4 I SOD RESTORATION DETAIL �; _ tea; 1 ¢r 4 «♦ p 1 /W 111SCALE' NOT TO SCALE 4 W' t : # sa 7 t - Ei ' t _ _ -ter` °,"- "'�'.`r" b-1' f� •+ , �"kir # LEGEND ALL EXISTING UTILITIES SHOWN ON p ) IN . 107th ST. v 1 IE CENTER UNE THESE PLANS ARE TO BE 4, kf MONUMENT UNE CONSIDERED APPROXIMATE & " ,Y ! _ �' a 4 ;s., A '� _ 171 Ri RIGHT OF WAY SHOULD BE VERIFIED BY THEirod r�rtr rt, r r fl PI PROPERTY UNE CONTRACTOR PRIOR TO THE E O.P. EDGE OF PAVEMENT T.T. START OF WORK OPERATIONS. ■+ ^��^'� TAPPING TEE /{ry ill EXCESS FLOW VALVE �Gi w, ',i r' _'• ` # s x SVC SERVICE UNE I • .rn r . L: !� � i r a.F . ._�. ' . "m�E ��. ul m acs 15'am W �f o . Gil o1Z aLnz 3 W W Ill i ------ ——————— ----- -------- GENERAL NOTES $ ' ROP.3 4" PE. 8 1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE 36" MIN, GAS SVC. THICKNESS OF THE BASE, MIN. B' AND MAX 18" DIRECTIONAL BORE 2. BASE MATERIAL SHALL BE PLACED IN 8" MAX (LOOSE MEASUREMENT) 1 1 z 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 1 E)(.2- BSE. GAS MAIN/ 1 4 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE MATERIAL ii MIN. THICKNESS) � S. BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A MIN. CARBONATE CONTENT OF 7015(SOX FOR LOCAL STREETS) 6. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EIaSTING UTILITIES , �C 0 0 NO.OF 8) PROFILE CROSSING AN ALLEY SCALE: (H) NTS. (V) 1:5' sHM NO- 1 Drawing File: \\browardfs\-11\USERS\PGMXC\Documents\RESIDENTIAL\2014\NE 107 ST. 161 MIAMI SHORES. FL\161 NE 107 ST, MIAMI SHORES, FLdwg 07/16/2014