USACE_Nationwide_Permit_Verification_Letter_–_SAJ-2022-02950_.pdf

ENCLOSURE 1

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

DA PERMIT NUMBER: SAJ-2022-02950 (NWP-AMI)

When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire.

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Box 4970, Jacksonville, FL 32232-0019 or submit via electronic mail to:

SAJ-RD-Enforcement@usace.army.mil (not to exceed 15 MB).

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

___________________________________ (STREET ADDRESS)

(NAME-PRINTED)

(MAILING ADDRESS)

(CITY, STATE, ZIP CODE)

ca1 ..... , WWW.CALLSUNSHINE.COM

7th STREET NORTH, 50th AVENUE NORTH AND VICINITY

00 STORM DRAINAGE IMPROVEMENTS

~ 00

2,500 7,500

SCA LE :

,H = 10,000'

THIS PROJECT IS PARTIALLY FUNDED BY

THE SOUTHWEST FLORIDA WATER

MANAGEMENT DISTRICT, (PROJECT Q-220)

ST. PETERSBURG, FL DRAWING INDEX

DRAVt1NG No. SHEET No. DESCRIPTION

6 -TWP 31S - RGE 17E

PROJECT NO. 19045-110

PROJECT LOCATION

PREPARED BY:

LA,,ID&WATER

ENGINEERING SCIENCE

E N I M P R

C I TY

8950 DR. MARTIN LUTHER KING JR. ST. N.

SUITE 205

ST. PETERSBURG, FL 33702

(727) 202-8958

CERTIFICATE OF AUTHORIZATION No. 26961

DIKRAN KALAYDJIAN, P.E.

FLORIDA ENGINEERING LICENSE No. 53174

ENGINEER OF RECORD:

DATE

11497-01 01 COVER SHEET

11497-02-03 02-03 CONSlRUCTION NOTES

11497-04 04 STANDARD ABBREVIATIONS

11497-05-06 05-06 LEGENDS

11497-07 07 DRAINAGE MAP

11497-08 08-09 SUBSURFACE UTILITY INFORMATION

11497-10-12 10-12 TYPICAL SECTIONS

11497-13 13 KEY SHEET

11497-14 14 HORIZONTAL CONTROL PLAN

11497-15-19 15-19 7lH STREET N. EXISTING CONDITIONS

11497-20-24 20-24 50nl A VENUE N. EXISTING CONDITIONS

11497-25-34 25-34 EROSION CONTROL & TREE PR01ECTION PLANS

11497-35-39 35-39 7lH STREET N. GEOMETRY & SIDEWALK PLANS

11497-40-44 40-44 50TH AVENUE N. GEOMETRY & SIDEWALK PLANS

11497-45 45 5TH STREET N. GEOMETRY & SIDEWALK PLANS

11497-46-55 46-55 7TH STREET N. PLAN & PRORLES

11497-56 56 53RD AVENUE N. PROFILE

11497-57-66 57-66 50nl A VENUE N. PLAN & PROFILES

11497-67-68 67-68 5lH STREET N. PLAN & PROALES

11497-69-73 69-73 7lH STREET N. SIGNING & PAVEMENT MARKING PLAN

11497-74-78 74-78 50nl AVENUE N. SIGNING & PAVEMENT MARKING PLAN

11497-79-106 79-106 ROADWAY SECTIONS

11 497-107-117 107-117 DRAINAGE STRUCTURE SECTIONS

11497-118-156 118-156 DETAILS

11497-157-158 157-158 OUlF ALL PLAN & PROFILE

11 497-159 159 OUTFALL ENVIRONMENTAL IMPACTS

PREPARED FOR:

G INEERING & CAP ITAL

0 V E M E N T S D E P A R T M E N T of ST . PETERSBURG, FL

APPROVED FOR BID

ISSUED FOR

PERMITTING

14, 2022

19045-110

11497-01

SAJ-2022-02950 - ENCLOSURE 2

GENERAL NOTES

1. lHE LOCATIONS(S) ()f lHE UTilITIES SHOWN IN lHE PLANS ARE BASED ON LIMITED INVESTIGATION TEOiNIQUES AND SHOULD BE OONSIDERED APPROXIMAlE ONLY. lHE VERIFIED LOCATIONS/ ELEVATIONS APPLY ONLY AT TIE POINT SHOWN. INlERPOLATIONS BETWEEN lHESE POINTS HAVE NOT BEEN VERIAED. UTIUTIES SHALL REMAIN IN SERVICE UNLESS OTHERWISE NOTED.

2. lHE CONTRACTOR SHALL CAll lHE SUNSHINE STAlE ONE CALL Of R.ORIDA, INC. AT 811 OR 14300-432-4770 AND lHE UTILITY OWNERS 48 HOURS BEFORE BEGINNING WORJ<. All UTILITY OWNERS MAY NOT BE A MEMBER, REQUIRING DIRECT OONTACT.

3. lHE CONTRACTOR 15 TO MAINTAIN AND KEEP STREET NAME IDENTIFICATION VlSIBlE DURING O)NSTRUCTION OPERATIONS, IN ORDER TO FACTUTAlE EMERGENCY VEHICLE TRAFFIC.

4. lHE CONTRACTOR 15 HEREBY NOTIFIED THAT ABOVE GROUND OR UNDERGROUND UTillTIES MAY BE IN lHE AREA OF lHlS PROJECT AND ARE TO BE ADJUSTED BY OTHERS AS DIRECTED BY THE ENGINEER. lliE OONTRACTOR IS RESPONSIBLE FOR UTILITY

CXXJRDINATION.

UTILITY OWNERS:

OOMPANY

CITY Of ST. PElERSBURG DUKE ENERGY (DlSTRIBUTION)

DUKE ENERGY (TRANSMISSION)

R.ORIDA GAS TRANS.

FRONTIER, INC.

TEO) - PEOPLES GAS

BRIGHTHOUSE NETWORKS/SPECTRUM

VERI2ON MEDIA V.

WOW!

FIBER LIGHT

CENTURY LINK

PSTA

CROWN CASTlE CROWN CASTlE CROWN CASTlE

CITY OF ST. PElERSBURG:

WAlER RESOURCES

ENG. OONST.

STORMWATER/TRANSPORTATION OPS

NEIGHBORHOOD TRANS

SANITATION

OONTACT

MICHAEL GEBLER

ARlHUR GILMORE

JE!IINYWIWAMS

JOE SANCHEZ

GRANVILLE STEPHENS

ALEX MCFARLANE

JEREMY CORNETlE

TIM SIKKINK

JAMES SANDMAN

TIM GREEN

BOB PRIESTAP

HEAlHER SOBUSH

WANDAMRTON

DANNY HASLETT

SHAWN WILUAMS

JOHNPALENCHAR

TOM RICE

TEENA SMilH

MICHAEL FREDRICK

WIWE JOSEPH

TELEPHONE NUMBERS

(727) 893-7197

(727) 893-9255

(813) 909-1210

(407) 838-7171

(727) 313-6167

(813) 275-3762

(727) 329-2847

(727) 217-2620

(727) 239-0158

(786) 610-7073

(727) 892-5698

(727) 551-3202

(727) 892-5546

(727) 893-7843

(727) 893-7954

5. lHE CONTRACTOR SHALL SEQJRE lHE NECESSARY PERMITS/RIGHT Of ENTRY FROM lHE CITY Of ST. PElERSBURG FOR ANY WORK WITHIN THE CITYS RIGHT-OF-WAY AND EASEMENTS. (THE UST Will. BE AVAILABLE ATlHE PRE-CONSTRUCTION MEETING.)

6. All PROPOSED FACE Of CURB SHALL MATCH lHE EXISTING FACE Of CURB, UNLESS OlHERWlSE SHOWN ON PLANS.

7. TREES WllHIN lHE LIMITS OF lHIS PROJECT lHAT ARE TO REMAIN SHALL BE TRIMMED TO OONFORM TO SECTION 110, APPLICABI.E ADA REQUIREMENTS AND FLORIDA DESIGN MANUAL SECTION 212.11. 0)5T TO BE INQUDED IN STANDARD QEARING AND

GRUBBING.

8. All DISTURBED AREAS, INCWDING AREAS OUTSIDE lHE CONSTRUCTION LIMITS, SHALL BE RET\JRNED TO THEIR PRE-CONSTRUCTION ~ OONDffiONS AT THE OONTRACTORS EXPENSE. GRASS AREAS SHALL BE SODDED. NOT SEEDED AND MULCHED.

v

"O

9. lHE CONTRACTOR SHALL PROVIDE AND IMPLEMENT SITE SPECIFIC EROSION AND SEDIMENT OONTROL PROCEDURES SUCH AS SYNTHETIC BALES. STAKED SILT BARRIERS, FLOATING TIJRBIDITY BARRIER, OR OTHER APPROVED METl-lOOS AS REQUIRED TO PREVENTlliE TRANSPORTATION OF SEDIMENT DOWNSTREAM INTO STREETS, STORM DRAINS, DITCHES, PONDS, ETC.

~ 10. All EXISTING CITY TRAFFIC SIGNS WITHIN THE PROPOSED OONSTRUCTION LIMITS ARE TO BE PROlECTED BY THE OONTRACTOR.

-' CAUTION SHOULD BE EXERCISED WHILE RROCATING EXISTING SIGNS WHERE DIREClED. IF THE SIGNS ARE DAMAGED BEYOND USE, AS DElERMINED BY THE ENGINEER, lHE DAMAGED SIGNS SHALL BE REPLACED AT lHE OONTRACTORS EXPENSE. ~ 3, 11. lHE CONTRACTOR SHALL COMPLY WilH THE OSHA 20FT RULE; 29 CFR 1926.

5- 0 z l:

..c ~ z in

I N N

12. lHE CONTRACTOR SHALL NOTIFY AFFECTED PROPEKTY OWNERS, 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES. lHE OONTRACTOR SHALL NOT RESTRICT ACCESS, DELIVERY, ETC. TO lHE PROPERTIES AND SHALL MAINTAIN A SAfE AND DIRECT ACCESS AT All TIMES.

13. All FIELD LAYOUT AND SURVEYING FOR OONSTRUCTION ()f THlS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR AT HlS

EXPENSE, UNDER THE DIRECTION OF A R.ORIDA LICENSED PROFESSIONAL LAND SURVEYOR.

14. VERTICAL CONTROL 15 BASED UPON THE NAVO 88 DATIJM. NAVO 88 DATUM = CITY ()f ST. PElERSBURG DATIJM - 97.95.

15. lHE CONTRACTOR SHALL GM WRITlEN NOTICE TO ALL AFFECTED CITY WATER CUSTOMERS A MINIMUM Of 24 HOURS IN ADVANCE OF ANY AND ALL WORK REQUIRING DlSRUPTION OF SERVICE, INTENDED WATER, OR SANITARY SEWER SERVICE INTERRUPTION.

DlSRUPTION IN SERVICE TO ANY CUSTOMER SHALL NOT EXCEED 2 HOURS FOR WAlER AND 4 HOURS FOR SANITARY SEWER SERVICE.

fllrESS TO PROPERTY SHALL BE MAINTAINED AT All TIME.

16. IT SHALL BE RESPONSIBIUTY OF THE CONTRACTOR TO SHAPE THE PAVEMENT AT INTERSECTIONS, STREETS, AND DRIVEWAYS SO 5,- THAT POSITIVE DRAINAGE WILL BE MAINTAINED WilH NO PONDING OF WATER AS A RESULT OF THE NEW OONSTRUCTION.

"' ~ u .9;,

17. lHE CONTRACTOR SHALL ADJUST (AS REQUIRED) PIPELINE ALIGNMENTS HORI20NTALLY AND/OR VERTICALLY TO AVOID OONR.ICTS WilH ACTUAL FIELD CONDffiONS AS UNOOVERED DURING OONSTRUCTION. FIELD ADJUSTMENT SHALL BE CXXJRDINA lED WllH, AND APPROVED BY, THE ENGINEER IN WRmNG PRIOR TO REALIGNMENT.

~ 18. lHE CONTRACTOR SHALL PROVIDE ALL DEWAlERING EQUIPMENT NECESSARY TO KEEP EXCAVATIONS DRY AND SHALL PROVIDE ALL SHORING, SHEETING, AND BRACING NECESSARY TO PROTECT WORKMEN, ADJACENT STRUCTURES, UTIUTIES, EXISTING PAVEMENT, OR TO MINIMI2E TRENCH WIDTH, AT THE CONTRACTORS EXPENSE.

E Q. '° 19. N

N N

EXISTING SUBSURFACE UTILITY HORI2ONTAL ALIGNMENTS WERE ESTABLISHED THROUGH lHE USE OF AVAILABLE RECORDS AND lHEREFORE, ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. lHE CONTRACTOR SHALL NOTIFY lliE RESPECTIVE UTILITY COMPANIES NO LATER THAN 48 HOURS PRIOR TO OOMMENCING WORK IN A SPECIFIC AREA. lHE CONTRACTOR SHALL BE RESPONSIBLE FOR lHE VERIFICATION Of All UTILITY LOCATIONS WITHIN lHE WORK AREA PRIOR TO COMMENCEMENT OF ANY

OONSTRUCTION ACTMTIES.

o 20. ATTENTION 15 DIRECTED TO THE FACT THAT SOME PORTIONS OF STORM DRAIN STRUCTURES OR STORM DRAIN PIPES EXlEND INTO

THE STABIUZED PORTION OF lliE ROADWAY. EXTREME CAUTION SHOULD BE UTIU2ED DURING STABIU2ATION OPERATIONS AT THESE LOCATIONS. ADDffiONAL COMPACTED BASE MA1ERIAL MAY BE REQUIRED AT THE DIRECTION OF THE ENGINEER.

21. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADD ill ON TO GENERAL NOlES

22. CONTRACTOR SHALL NOTIFY OWNER Of ANY DlSCREPANCIES BETWEEN NOTES, PLANS, AND/OR SPECS DURING BIDDlNG.

DlSCREPANCIES Will. BE RESOLVED BY lHE ENGINEER.

23. All WORK SHALL CONFORM TO THE REQUIREMENTS OF lHESE PLANS, THE SPECIFICATIONS, AND CONTRACT DOCUMENTS.

24. CONTRACTOR SHALL VERIFY All DIMENSIONS AND EXlSTlNG CONDffiONS BEFORE STARTING WORK, NOTIFY ENGINEER Of DlSCREPANCIES.

25. All SAfETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS Of CONSTRUCTION AND ERECTION Of STRUCTURAL MA1ERIAL

IS THE CONTRACTORS RESPONSIBILITY.

26. All VERTICAL OONTROL POINTS AND lEMPORARY BENCHMARKS, WHETHER SHOWN ON THE PLANS OR SET BY THE CONTRACTOR, SHALL BE RE-ESTABLISHED FROM lHE CITY ()fSf. PElERSBURG'S STANDARD BENCHMARK SYSTEM. OOMPUANCE WilH lHlS ACTIVITY SHALL BE DOCUMENTED IN THE SURVEYORS FIELD NOTES, A COPY OF WHICH SHALL BE PROVIDED TO THE ENGINEER.

27. SPECIFIC REQUIREMENTS Of THE CITY Of ST. PElERSBURG CONTRACT SPECIFICATIONS AND STANDARDS ARE INCORPORATED INTO

CONTRACT DOCUMENTS BY REFERENCE.

28. SPECIFIC REQUIREMENTS OF THE R.ORIDA DEPARTMENT OF TRANSPORTATION'S ROADWAY AND TRAFFIC DESIGN STANDARDS AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ARE INCORPORAlED INTO roNTRACT DOCUMENTS BY

REFERENCE.

29. All SPECIFICATION AND DOCUMENTS REFERRED TO SHALL BE Of LAlEST REVISIONS AND/OR LAlEST EDITTON.

30. CONTRACTOR SHALL PROTECT PROPERTY MARKERS, MONUMENTS AND lEMPORARY BENCHMARKS. THE CONTRACTOR'S REGISTERED SURVEYOR SHALL REPLACE TO EXISTING OR BETlER OONDffiON ANY DlSTURBED PROPERTY MARKERS, MONUMENTS AND

TEMPORARY BENCHMARKS.

31. ANY UNilED STATES COAST AND GEOOETIC SURVEY (USC&GS) MONUMENT WITHIN UMITS OF CONSTRUCTION 15 TO BE PROTECTED.

IF IN DANGER Of DAMAGE, lHE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIAlELY AND OONTACT THE GEODETIC INFORMATION CENTER ATTN.: MARK MAINTENANCE CENTER ATTN: N/ffi-162 6001 EXEOJTIVE BLVD. ROCKVILLE, MARYLAND 20852

(301) 443-a:319.

32. THE CONTRACTOR SHALL MAINTAIN COPIES Of All APPLICABLE PERMITS ON-SITE AND SHALL BE RESPONSIBLE TO ADHERE TO All PERMIT CONDffiONS DURING CONSTRUCTION.

33. PAYMENT FOR INCIDENTAL IlEMS NOT SPECIFICAll Y LISlED IN THE INDMDUAL BID ITEMS SHALL BE INQUDED IN THE CONTRACT PRICES FOR BID IlEMS SHOWN.

34. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN BARRICADES, DANGER SIGNALS, AND SIGNS IN All AREAS WHERE REQUIRED FOR THE PROTECTION OF THE WORK AND SAFETY Of THE PUBUC.

35. ANY DAMAGE TO CITY, COUllfTY OR STATE ROADS CAUSED BY THE OONTRACTOR'S HAULING OF EXCAVATION EQUIPMENT OR MA1ERIALS SHALL BE REPAIRED BY THE CONTRACTOR IN A TIMELY MANNER AND TO lHE SATISFACTION Of lliE ENGINEER. PAYMENT SHALL NOT BE MADE FOR THlS WORK.

36. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HlS WORK SHALL BE CORREClED TO THE SATISFACTION OF lHE ENGINEER IN A TIMRY MANNER. PAYMENT

SHALL NOT BE MADE FOR THIS WORK.

37. UPON OOMPLETION OF CONCRElE WORK, DEWAlERING SHALL BE 1ERMINA1ED GRADUALLY TO AVOID RAPID UPWARD MOVEMENT Of

GROUND WATER.

38. MUCK/ORGANIC SOILS ENCOUNTERED DURING EXCAVATION SHALL BE STOCKPilED SEPARAlELY AND PROTECTED FROM WEATHER CONDffiONS FOR USE AS SUBSTRAlE IN PLANTING AREAS.

39. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS, TARPAULINS, R.OATS, STAGING, AND OTHER DEVICES AS NECESSARY AS TO PREVENT CONSTRUCTION DEBRIS FROM ENlERING THE WATER, AND AIR BORNE MA1ERIALS FROM LEAVING lHE IM MEDIA 1E VICINITY Of THE SllE. THE OONTRACTOR SHALL BE RESPONSIBLE FOR QEAN-UP OF ANY MA1ERIALS

DEPOSITED OUTSIDE THE WORK AREA.

40. CONTRACTOR SHALL OONFORM TO THE CITY OF ST. PElERSBURG NOISE ORDINANCE.

41. PIPE LENGTHS SHOWN ARE APPROXIMAlE. LOCATIONS OF STRIJCTURES SHALL GOVERN AND PIPE LENGTHS SHALL BE ADJUSTED

ACXORDJNGL Y.

42. THE CONTRACTOR(S) PERFORMING TRENCH EXCAVATION ON THlS CONTRACT, IN EXCESS ()f (5) FIVE FEET IN DEPTH, SHALL COMPLY WITH lHE OCCUPATIONAL SAfETY AND HEAL TH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F R., S1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDAlES TO THE STANDARDS AS ADOPlED BY THE DEPARTMENT ()f LABOR AND EMPLOYMENT SECURITY (OLES).

43. CONTRACTOR SHALL MAINTAIN fll:.CESS FOR LOCAL TRAFFIC. EXCAVATION SHALL BE LIMITED TO THE AMOUNT OF STORMWAlER, POTABLE WATER, SANITARY SEWER PIPE OR ANY OTHER SUBSURFACE UTILITY TO BE INSTALLED WITHIN THE SAME WORKING DAY.

TRENCHES SHALL BE BACKFlllED IN lHE SAME DAY.

44. CONTRACTOR SHALL MAINTAIN AS-BUILT DRAWINGS IN GOOD ORDER AND LEGIBLE O)NDffiON TO BE OONTINUOUSLY MARKED UP AT THE JOB SllE. AS-BUil T DRAWINGS SHALL BE AVAILABLE FOR INSPECTION BY THE ENGINEER AT All TIMES DURING THE PROGRESS Of THE PROJECT. AS-BUil T DRAWINGS SHALL BE REVIEWED BY THE CITY INSPECTOR FOR ACCURACY AND O)MPUANCE PRIOR TO SUBMITTAL Of MONTHLY PAY REQUESTS.

TRAFFIC CONlROL NOTES

1. THE TRAFFIC 15 TO BE MAINTAINED IN lHE URBAN SECTION OF THE PROJECT IN ACCORDANCE WilH lHE APPLICABLE SECTIONS OF THE FY 2019-20 FOOT STANDARD DESIGN INDICES 102-{,00 lHRU 102-670. ADVlSORY SPEED PLATES AND REDUCED SPEED AHEAD SIGNS ARE TO BE USED IN O)NJUNCTION WilH THE SIGNING SCHEMES SHOWN ON THE Af!t:JVE INDEXES IN ACXORDANCE WITH THE

INDEX NO. 102-600.

2. All EXlSTING STREET SIGNS THAT ARE AFFECTED BY THE PROJECT SHALL BE RROCAlED AND MAINTAINED BY THE OONTRACTOR AT All TIMES FOR THE DURATION OF THE PROJECT.

3. lHE CONTRACTOR SHALL NOTIFY THE FOLLOWING:

FIRE DEPARTMENT

SUN STAR EMERGENCY CENTER DlSPATCH ST. PElERSBURG POLICE DISPATCH CENTER

PSTA TRANSPORTATION DEPARTMENT

PINELLAS OOUNTY

(727) 893-7526

(727) 582-2073

(727) 893-7780

(727) 530-9921

(727) 46+3251

NO LESS THAN 48 HOURS IN ADVANCE OF ANTICIPATED DlSRUPTION TO THE NORMAL FLOW OF TRAFFIC. INQUDING LANE

CLOSURES, DETOURS AND SIGNAL WORK.

4. lHE OONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO CURB AND/OR GUTTER, SIDEWALK, ETC. DURING ALL OONSTRUCTION

ACTIVITIES

5. All lEMPORARY SIGNS, PAVEMENT MARKINGS, BARRICADES, WARNING LIGHTS, ETC. NECESSARY FOR THE MAINlENANCE Of TRAFFIC SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LAlEST EDITTON) AND THE FOOT DESIGN STANDARDS (2019-20)

6. lHE OONTRACTOR SHALL KEEP THE ROADWAY OPEN BETWEEN THE HOURS Of 6:00 PM AND 8:00 AM.

PEDESTRIAN NOTES

1. EXISTING SIDEWALK ADJACENT TO lHE PROPOSED SIDEWALK SHALL BE SAW CUT. THE 0)5T OF SAW CUTTING SHALL BE INCIDENTAL

TO THE WORK BEING PERFORMED.

2. CONSTRUCTION STAGING SHALL NOT TAKE PLACE IN THE SIDEWALK AREA NOR INTERFERE WITH SIDEWALK ACCESS OR PEDESTRIAN

ACTIVITIES.

3. lHE CONTRACTOR SHALL NOT STAGE OR STORE MAlERIAL ON THE SIDEWALK.

4. NO Q05URE OF lHE SIDEWALK SHALL BE ALLOWED.

5. PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT All TIMES DURING lHE OONSTRUCTION PROCESS. lHE OONTRACTOR 15 RESPONSIBLE FOR ENSURING lHAT A SAFE, UNOBSTRUCTED ROUlE EXlSTS FOR PEDESTRIANS, PER FOOT STANDARD INDEX NO.

102-660

NOTES FOR STORM STRUCTURES

1. All PIPE STUBS FROM STRUCT\JRES FOR RJTURE OONNECTIONS, SHALL BE INSTALLED WilH REMOVABLE WATERTIGHT PLUGS, PLACED FROM WI1HIN THE STRUCTURE.

2. FOR APPLICABLE RING AND COVER, SEE STANDARD DETAIL-MANHOLE RING AND COVER CASTING.

3. STORM STRUCT\JRES SHALL NOT HAVE OUTSIDE DROP CONNECTIONS.

4. PROVIDE MINIMUM 9• SOUD WALL BETWEEN ALL OPENINGS FOR PIPES. SEAL BETWEEN PIPE AND STRUCTURE WilH NON SHRINK

GROUT.

5. All BRICK SHALL BE CONCRETE OR CLAY BRICK AND SHALL HAVE A MINIMUM 3/4. CEMENT PlAS1ER COATING ON All SURFACES.

6. BENCH SHALL SLOPE@ 1:12 MINIMUM.

7. PRECAST AND CAST-JN.PLACE MANHOLES, CATCH BASINS, AND GRATE INLETS ARE DESIGNED FOR A MAXIMUM DEPTH OF 12 FEET, STRUCTURES IN EXCESS Of 12 FEET, AS MEASURED FROM lHE FINISHED GRADE TO lHE INSIDE OF THE BASE SLAB, SHALL REQUIRE VERIFICATION ()f lHE STRUCTURAL DESIGN AND SPECIFIC MODIFICATIONS TO THE REINFORCING REQUIREMENTS FOR THE DEPTH

REQUIRED.

8. PRIOR TO PRECASTlNG STRIJCTURES lHE PRECASTER SHALL SUBMIT SITE SPECIFIC INDMDUAL SHOP DRAWINGS FOR APPROVAL SHOP DRAWINGS SUBMITlED FOR NON-STANDARD STRUCT\JRES OR STRUCTURES THAT DEVIAlE FROM THE STANDARD DETAILS MUST BE DESIGNED AND CERTIFIED BY A REGISlERED R.ORIDA PROFESSIONAL ENGINEER.

9. PRECAST MANHOLES SHALL CONSIST Of A LIMITED NUMBER Of SECTIONS, AS APPROVED BY THE ENGINEER.

10. All PRECAST STRUCTURES SHALL HAVE AN INTEGRAL R.OOR AND BASE RISER SECTION.

11. SEE STANDARD DETAIL-PRECAST STRUCT\JRE JOINT ASSEMBLY AND STRucnJRE SEALING.

12. All EXPOSED EDGES TO HAVE 3/4• CHAMFER.

13. All REINFORCING SlER SHALL HAVE A MINIMUM 2" CONCRElE COVER, UNLESS NOlED a.sEWHERE.

14. ADDillONAL REINFORCEMENT 15 REQUIRED IN All TYPE CATCH BASIN WALLS, GRAlE INLETS, AND TYPE II, ill, IV, AND TYPE V MANHOLE WALLS WITH OPENINGS FOR PIPE OR CULVERT. lHE VERTICAL AND HORl2ONTAL WALL REINFORCEMENT DISPLACED DUE TO OPENINGS SHALL BE REPLACED WilH ADDffiONAL REINFORCEMENT BARS ABOVE, BROW, AND ON BOTH SIDES OF OPENING, EQUAL IN AREA TO THOSE DlSPLACED. REPLACEMENT REINFORCEMENT SHALL BE PLACED WITH 3• QEARANCE TO THE EDGES Of

OPENINGS.

NOTES FOR SANITARY STRUCTURES

1. All MANHOLES SHALL BE BRICK, PRECAST CONCRElE OR FIBERGLASS REINFORCED POL YES1ER (FRP), UNLESS OTHERWISE SHOWN

OR APPROVED BY THE ENGINEER.

2. ALL PIPE STUBS FROM MANHOLES, FOR FUTIJRE CONNECTIONS, SHALL BE INSTALLED WITH REMOVABLE WATERTIGHT PLUGS, PLACED

FROM WITHIN THE MANHOLE.

3. All TYPE I CONE SECTIONS SHALL BE OONCENTRIC WilH RING CASTING CENTERED IN STRUCTURE, UNLESS OTHERWlSE SHOWN OR

DIRECTED BY THE ENGINEER.

4. lHE CONE SECTION OF TYPE I PRECAST MANHOLE SHALL BE PRECAST.

5. NO PIPE SHALL BE IN THE MANHOLE OONE SECTION.

Nt------------------------------------------------------------,---------------.--------------,---------..-----------------------.-----------t LArllD&WA.TER O u t----~ -.-----------------------"'R-'E=--'-V-'l-'Sr--'-l -=0--Nc,c' ,,=Sc....,~ -.-------------=---- -------1-== ~ :....:::-'-'-'::.:...-----'""'-'=-.:.=..::.:..--1

DATE B Y OESCRIPTIDN D;>,TE BY

~ 2/22/18 GL DELETED GENERAL NOTE M

, ., ,,_ ,.,. EH ~n~, .nR ,., "" --~ ~n+s ,,, 6 t------ii--t------------------------i-----1--i------------------------F~~-----------t-----..=

::f t==::t:::::t===============t::=::t:::::t===============~~======iL....::~~~=---.L....!~~.!:.!;~!:JL _ _::..::.:,.:.:_:.:..:.:,~:..:.:_:..:.:_:...:.,::.:..::..:.:._ __ L...!..!.~~:::.._...J DESIGNED BY: EH DATE: 12/21 m 7th STREET NORTH, 50th AVENUE NORTH AND

DATE: OCT. 1~. 2022

DESCRIPTION DRAWN BY: GL DATE: 12/21 ENGI N EER ING SC IENCE SCALE: AS SHOWN

CHECKED BY. DK DATE: 12/21 8950 OR. \U,RTIN W THER KING JR ST. N. VICINITY STORM DRAINAGE IMPROVEMENTS SUITE 205 PROJECT No· 19045- 110 FIELD BOOK No. " AGES XX xx

~3702 B,I,I No EL. {777 702- 89:\a ENGINEERING & CAPITAL DRAVIINC No.

, PE. IMPROVEMENTS DEPARTI<ENT CONSTRUCTION NOTES (1) 11497- 02 CITY OF ST PETERSB~RG

E a.

<D N

<'i

N N

NOTES FOR SANITARY STRUCTURES (CONT.)

6. AU. MANHOLES WITH SLAB TOP SHAU. BE TYPE II, SEE STANDARD DETAIL-TYPE II MANHOLE TOP SLAB.

7. A DROP MANHOLE SHALL BE REQUIRED WHEN THE INVERT OF mY INCOMING PIPE IS 24• OR MORE ABOVE THE INVERT OF THE

MANHOLE. AU. DROP PIPE SHAU. BE ON THE OUTSIDE OF THE MANHOLE.

8. PRIOR TO MANUFACTURING STRUCTURES THE MANUFACTURER SHAU. SUBMIT SITE SPECTFIC INDMDUAL SHOP DRAWINGS FOR APPROVAL SHOP DRAWINGS SUBMITTED FOR NONSTANDARD STRUCTURES OR STRUCTURES THAT DEVIATE FROM THE STANDARD DETAILS MUST BE DESIGNED AND CERTIFIED BY A REGISTERED R.ORIDA PROFESSIONAL ENGINEER.

9. PRECAST MANHOLES SHAU. CONSIST OF A MINIMUM NUMBER OF SECTIONS, AS APPROVED BY THE ENGINEER.

10. AU. PRECAST STRUCTURES SHAU. HAVE AN INTEGRAL R.OOR AND BASE RISER SECTION, SEE STANDARD DETAIL-TYPE I AND Il

MANHOLE BASE AND WALL

11. SEE STANDARD DETAIL-PRECAST STRUCTURE JOINT ASSEMBLY AND STRUCTURE SEALING.

12. AU. EXPOSED EDGES TO HAVE A 3/4" CHAMFER.

13. FOR THE APPLICABLE RING AND COVER, SEE STANDARD DETAIL-MANHOLE RING AND COVER CASTING.

14. PRECAST BASE SECTION SHAU.BE INSTALLED ON A CONCRETE MAT WITHIN 2 HOURSOFPLACEMENTOFTHE MAT.

15. AU. BRICK SHAU. BE CLAY BRICK AND SHALL HAVE A MINIMUM 3/4" CEMENT PLASTER ON AU. SURFACES.

16. BENCH SHALL SLOPE@ 1:12 MINIMUM.

17. PRIOR TO MANUFACTURING OF FRP MANHOLE, MANUFACTURER SHAU. SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR THE DESIGN OF INVERT AND BENCH AREA, PIPE CONNECTIONS, FABRICATION DETAILS AND INSTALLATION METHODS FOR APPROVAL

18. ADOITTONAL REINFORCEMENT IS REQUIRED IN AU. TYPE II MANHOLE WALLS WITH OPENINGS FOR PIPES. THE VERTICAL AND HORIZONTAL WAU. REINFORCEMENT DISPLACED DUE TO OPENINGS SHAU. BE REPLACED WITH ADDITTONAL REINFORCEMENT BARS ABOVE, BELOW, AND ON BOTH SIDES OF OPENINGS, EQUAL IN AREA TO THOSE DISPLACED. REPLACEMENT REINFORCEMENT

SHAU. BE PLACED WITH 3" CLEARANCE TO THE EDGES OF OPENINGS.

19. FRP MANHOLE INVERT AND BENCH SHAU. BE CONCRETE.

20. FRP STIFFENING RIBS ARE REQUIRED AT 10' DEPTH OR MORE.

21. THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE PROPERTY OWNERS A MINIMUM OF 48 HOURS IN ADVANCE OF mY AND ALL DISRUPTIONS TO SANITARY SEWER SERVICE. DISRUPTION IN SERVICE TO mY RESIDENCE SHALL NOT EXCEED FOUR (4) HOURS, AND SHALL ONLY BE OUT OF SERVICE DURING WORKING HOURS. DISRUPTION IN SERVICE TO ANY BUSINESS SHAU. BE

COORDINATED WITH BUSINESS OWNER AND THE CITY.

22. illNTRACTOR TO PROVIDE PUMP-AROUND FOR ANY SANITARY SEWER MODIFICATION TO KEEP SANITARY SEWER IN OPERATION

AT AU. TIMES.

NOTES FOR PRESSURE PIPE

14. AU. PRESSURE PIPE MATERIALS AND CONSTRUCTION METHODS SHAU. O)NFORM TO THE SPECIFICATIONS AND DETAILS AS

SHOWN HEREIN, OR AS DIRECTED BY THE ENGINEER.

15. PIPE JOINT DEFLECTION SHAU. NOT EXCEED 75% OF THE PIPE MANUFACTURE REQUIREMENTS.

16. THE CONTRACTOR SHAU. ADJUST PIPELINE ALIGNMENTS HORIZONTALLY AND/OR VERTICALLY AS REQUIRED TO AVOID O)NRJCTS WITH ACTUAL FIELD CONDITTONS AS UNCOVERED DURING CONSTRUCTION. FIELD ADJUSTMENTS SHALL BE COORDINATED WITH

AND APPROVED BY THE ENGINEER.

17. PRESSURE PIPE CLEARANCES SHALL BE AS FOLLOWS:

A) POTABLE WATER MAINS IN PARALLEL INSTAll.ATIONS SHAU. MAINTAIN A MINIMUM 6 FEET AN PREFERABLY 10 FEET

OUTSIDE TO OUTSIDE HORIZONTAL CLEARANCE FROM ALL WASTEWATER GRAVITY MAINS, STORM DRAINS, AND

WASTEWATER FORCE MAINS.

B) POTABLE WATER MAINS WHERE CROSSING SHAU. MAINTAIN A MINIMUM OF 12 INCHES AND PREFERABLY 18 INCHES OUTSIDE TO OUTSIDE VERTICAL CLEARANCE ABOVE AU. WASTEWATER GRAVITY MAINS, STORM DRAINS, AND WASTEWATER

FORCE MAINS.

C) POTABLE WATER MAINS SHAU. MAINTAIN A MINIMUM OF 5 FOOT CENTER TO CENTER HORIZONTAL CLEARANCE OR 3 FOOT OUTSIDE TO OUTSIDE HORIZONTAL CLEARANCE, AND A MINIMUM OF 12 INCHES AND PREFERABLY 18 INCHES OUTSIDE TO

OUTSIDE VERTICAL CLEARANCE FROM RECLAIMED WATER MAINS.

D) RECLAIMED WATER MAINS SHALL MAINTAIN A MINIMUM OF 5 FOOT CENTER TO CENTER HORIZONTAL CLEARANCE OR 3 FOOT OUTSIDE TO OUTSIDE HORIZONTAL CLEARANCE, AND A MINIMUM OF 12 INCHES AND PREFERABLY 18 INCHES

OUTSIDE TO OUTSIDE VERTICAL CLEARANCE FROM WASTEWATER FORCE MAINS.

E) FUU. LENGTH WASTEWATER FORCE MAIN PIPE SHAU. BE CENTERED AT POTABLE WATER MAIN CROSSINGS SO THAT THE

WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE FORCE MAIN JOINTS.

5. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER REGARDING SHUTTING DOWN WATER MAINS. PROPER AND ADEQUATE NOTIFICATION MUST BE MADE TO PROPERTY OWNERS, BUT IN NO CASE SHAU. LESS THAN 24 HOURS WRITTEN NOTICE

BE GIVEN.

6. THE OPENING AND/OR CLOSING OF EXISTING VALVES OR NEW VALVES INSTALLED IN PRESSURE PIPE SYSTEMS SHAU. BE BY A

CITY SANITARIAN AFTER COORDINATION WITH THE ENGINEER.

7. THE CONTRACTOR SHALL PROVIDE NECESSARY EQUIPMENT AND LABOR TO MAKE TAPS IN PRESSURE PIPE MAINS WHERE TAPPING

SLEEVES AND VALVES ARE SHOWN ON THE PLANS.

8. AU. NEW DUCTILE IRON PRESSURE PIPE, FITTINGS, AND VALVE BODIES SHALL BE WRAPPED IN POLYETHYLENE IN ACCORDANCE

WITH ANSI/AWWA C105.

9. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT AU. EXISTING POTABLE AND RECLAIMED SERVICE LINES UNDER PAVEMENT OR ELSEWHERE IN THE O)NSTRUCTION ZONE. REPLACE SERVICE LINES WHERE SHOWN OR DIRECTED BY THE ENGINEER. ALL RELOCATED SERVICE LINES SHALL BE RELOCATED SO THAT THE METER ASSEMBLY Will. NOT BE IN AN ALLEY, DRIVEWAY, OR OTHER VEHICULAR TRAVa PATH.

10. AU. EXISTING POTABLE AND/OR RECLAIMED WATER SERVICE LINES SHAU. BE TRANSFERRED TO THE NEW MAIN, UNLESS

OTHERWISE DIRECTED BY THE ENGINEER.

11. MAINTAIN A MINIMUM COVER OF 36 INCHES UNDER ROADWAYS, ALLEYS, AND DRIVEWAYS. MAINTAIN A MINIMUM OF 30 INCHES

OF COVER IN SOOOED AND LANDSCAPED AREAS.

12. THRUST BLOCKlNG SHALL NOT BE USED, UNLESS ORDERED BY THE ENGINEER. RESTRAINED PIPE JOINTS SHAU. BE USED. THE

LENGTH OF RESTRAINED JOINTS SHAU. BE AS SHOWN ON THE PLANS.

13. SANITARY SEWER FORCE MAINS SHALL NOT USE GREATER THAN 45° BENDS FOR OFFSETS OR REALIGNMENT OF THE FORCE MAIN.

THE 45° BENDS SHAU. HAVE A MINIMUM OF 5 FEET BETWEEN THEM, WHEN POSSIBLE.

MANHOLE NOTES

1. PRECAST MANHOLE SECTIONS SHAU. BE MANUFACTURED IN ACCORDANCE WITH LATEST EDITTONS OF ASTM C-478 WITH 4000

P.S.I. TYPE II CEMENT.

2. PRECAST CONCRETE MANHOLE BASES SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 P.S.I. AND SHALL

UTILIZE TYPE II CEMENT.

3. CONCRETE PLACED IN MANHOLE INVERTS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 P.S.I. AND SHALL

UTILIZE TYPE II CEMENT.

4. LIFT HOLES THROUGH PRECAST STRUCTURES ARE NOT PERMITTED.

5. AU. PIPE PENETRATIONS SHALL BE PRECAST OR CORE-ORILlED. THE PERIMETER OF PENETRATION SHALL NOT BE CLOSER THAN

12" TO A BARREL SECTION JOINT.

6. RUBBER BOOT TO BE USED AT ALL PIPE PENETRATIONS.

7. JOINT CONTACT SEALS SHALL BE PLACED AT AU. RISER JOINTS, ½' THICK WITH WIDTH AT LEAST½ THE WAU. THICKNESS.

8. THE INTERIOR OF THE ADJUSTMENT SECTION SHALL BE PLASTERED WITH ¥,' ACID RESlSTANT. MORTAR WHEN BRICK

ADJUSTMENT RING IS USED. OTHER APPROVED EQUAL CONSTRUCTION MAY BE CONSIDERED.

9. MANHOLE COVER SHALL BE WATERTIGHT OR EQUIPPED WITH AN INFLOW PROTECTOR IN SODDED AREAS.

10. BOTTOM BARREL AND BASE OF MANHOLE TO BE MONOUTHICAU.Y OR INTEGRALLY CAST.

11. SERVICE LATERALS TO MANHOLES SHALL BE TREATED AS MAINS (illRE DRILLED FOR PENETRATION AND A.OW CHANNaSHALL BE

CONSTRUCTED).

12. PRECAST OR CORE-DRILLED PENETRATION DIAMETERS SHALL BE PER MANUFACTURER SPECTFICATIONS OR AS FOLLOWS:

a. 6" TO 8" FOR 4• DIAMETER PIPE

b. 10 TO 12" FOR 8• DIAMETER PIPE

c. 16" FOR 12" DIAMETER PIPE

13. MATERIALS OF CONSTRUCTION, PLACEMENT, AND COMPACTION REQUIREMENTS FOR BEDDING MATERIALS SHAU. MEET CITY OF ST. PETERSBURG AND PINEll.AS COUNTY SPECTFICA TIONS.

14. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO THE A.OW STREAM.

15. PROPERLY SHAPED SPILLWAYS SHAU. BE O)NSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS TO PROVIDE FOR

SMOOTH R.OWS.

UTILJITES NOTES

1. PRIVATE UTILITIES THAT ARE IN CONRJCT WITH THE PROPOSED CONSTRUCTION HEREIN SHALL BE RELOCATED BY THE UTILITY OWNER. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, CONTRACTOR SHAU. COORDINATE THE SCHEDUlE OF RELOCATION TO ENSURE IT IS PERFORMED IN A TIMaY MANNER.

2. CONTRACTOR SHAU. FIELD VERIFY ALL O)NNECTING POINTS (BEGINNING AND END), (LOCATION AND INVERTS) FOR UTIUTIES PRIOR TO STARTING CONSTRUCTION AND SHAU. IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER OF ANY DISCREPANCIES.

3. INFORMATION SHOWN ON THESE DRAWINGS AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER. HOWEVER, IT IS NOT GUARANTEED. THE CONTRACTOR SHAU. NOTIFY THE APPROPRIATE UTILITY COMPANY AND CALL THE STATE OF R.ORIDA 811 NOTIFICATION CENTER AT 811, A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHAU. BE RESPONSIBLE FOR DETERMINING THE LOCATION, CHARACTER AND DEPTH OF

ANY EXISTING UTIUTIES.

4. UNLESS WRITTEN APPROVAL FROM THE ENGINEER IS PROVIDED, THE LOWEST PIPE SHALL BE INSTALLED FIRST WHEN UTILITIES

CROSS.

5. SANITARY SEWER GRAVITY LINES SHALL BE CONSTRUCTED OF PVC MATERIAL MEETING THE GENERAL SPECTFICATIONS OF ASTM

D3034, SDR 26.

6. WASTEWATER GRAVITY SEWERS SHAU. BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED POTABLE

WATER MAIN.

7. A THREE FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN A WASTEWATER GRAVITY/FORCE MAIN AND AU.

OTHER PIPELINE. THE DISTANCE SHALL BE MEASURED FACE TO FACE.

8. VERTICAL SEPARATION BETWEEN WASTEWATER SEWER MAINS CROSSING POTABLE WATER MAINS, RECLAIMED WATER MAINS, OR STORMWATER LINES SHALL BE MINIMUM VERTICAL DlSTANCE OF 18 INCHES BETWEEN THE OUTSIDE SEPARATION OF THE LINES.

9. GRAVITY SEWER PIPE AND FITTINGS SHALL BE MADE OF PVC MATERIAL HAVING A CELL CLASSIFICATION OF 12548, 12454 C OR 13354 BAS DEFINED IN ASTM D1784. SOR 26 PVC PIPE AND FITTINGS SHAU. BE USED IN THE GRAVITY SEWER SYSTEM AND SHAU.

MEET REQUIREMENTS OF ASTM D3034.

10. MORTAR FOR PIPE, MANHOLE ADJUSTMENT RINGS AND BRICK JOINTS SHALL BE COMPOSED OF PORTLAND CEMENT AND SAND, CONFORMING TO ASTM C270

A) MORTAR SHALL CONSIST OF ONE PART PORTLAND CEMENT TYPE II CONFORMING TO ASTM C150, AND TWO (2) PARTS BY

VOLUME OF WASHED SILICA MORTAR SAND CONFORMING TO ASTM C144

B) LIME SHALL NOT BE USED.

11. NO PIPE SHAU. BE LAID WHEN TRENCH CONDITTONS OR THE WEATHER IS UNSUITABLE FOR SUCH WORK.

12. MANHOLE BASE SECTIONS SHAU. BE SET IN THE LEVELING COURSE OF CRUSHED STONE SUBBASE COMPACTED TO NOT LESS THAN 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST ASTM D1557.

13. THE TRENCH BACKFILL DENSITY FOR AU. STAGES SHAU. BE O)MPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 (ASTM Dl557 - MODlFIED PROCTOR) WITH A MINIMUM 2% TOLERANCE. THERE SHAU. BE MINIMUM OF ONE TEST

BETWEEN STRUCTURES AND NOT TO EXCEED 500 FEET HORIZONTAU.Y.

14. aECTRONICAU.Y DETECTABLE TAPE SHALL BE INSTALLED IN TRENCHES ABOVE ALL PVC PIPING APPROXIMATaY 18 INCHES

ABOVE THE PIPE.

15. CUTS FOR UTILITY REPLACEMENT OR RELOCATION SHALL BE RESTORED AS SOON AS THE REPLACEMENT OR RELOCATION IS

COMPLETED.

16. PIPE LENGTHS SHOWN ARE APPROXIMATE. LOCATIONS OF STRUCTURES SHAU. GOVERN AND PIPE LENGTHS SHALL BE ADJUSTED

ACCORDINGLY.

17. IN THE CONTRACT DOCUMENTS, O)NTRACTOR SHALL COORDINATE THE SCHEDULE OF RELOCATION TO ENSURE IT IS PERFORMED

IN A TIMELY MANNER.

18. THE POLYETHYLENE TUBING FOR THE HOSE BIB SHAU. BE SDR-9 200 PSI.

19. THREE INCH AND SMALLER HDPE TUBING SHALL BE PERFORMANCE PIPES 'DRISCOPLEX", ENDOT •ENDOPURE", VANGUARD

•BRUISER", OR APPROVED EQUAL.

20. THE CONTRACTOR SHAU. ENSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AT

THE TIME OF ACCEPTANCE.

SEDIMENTATION AND EROSION CONTROL NOTES

1. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO mY MAJOR SOIL DISTURBANCE AND

MAINTAINED THROUGH PROJECT COMPLETION.

2. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION Will. BE MINIMIZED. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS SHALL BE COMPLIED WITH AT ALL TIMES.

3. CONTRACTOR SHAU. BE RESPONSIBLE FOR AU. EROSION AND WATER POLLUTION RESTORATION EFFORTS.

4. ALL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THESE DRAWINGS ARE FOR START-UP AND REFERENCE.

LOCATIONS MAY BE MODIFIED IN THE FIELD PER THE ENGINEER'S APPROVAL

5. CONTRACTOR SHAU. MAINTAIN SEDIMENT AND EROSION CONTROL MEASURES IN ACCORDANCE WITH THE CITY OF ST.

PETERSBURG AND THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) REQUIREMENTS.

6. CONTRACTOR SHALL PROVIDE DUST CONTROL AND PROTECT ADJACENT PROPERTIES FROM THE ACCUMULATION OF SOIL, DEBRIS

AND GARBAGE.

7. PRIOR TO START OF O)NSTRUCTION, THE CONTRACTOR SHALL PREPARE A "STORMWATER POLLUTION PREVENTION PLAN" (SPPP) FOR THE OWNER'S APPROVAL AND SUBMIT THE SPPP ALONG WITH A NOTICE OF INTENT FOEP FORM 62-621.300(4XB) TO THE

NPOES STORMWATER NOTICES CENTER.

GENERAL LANDSCAPING NOTES

1. ALL PLANT MATERIALS TO BE FLORIDA 111 OR BETTER QUALITY, INSTALLED TO HIGHEST NURSERY STANDARDS.

2. MULCH TO BE RECYCLED WOOD MULCH, UNLESS OTHERWISE SPECTFIED. MULCH SHALL BE INSTALLED TO A MINIMUM OF 3" THICK

IN AU. PLANTING AREAS.

3. SOD TO BE 95% WEED FREE: ARGENTINE BAHIA OR ST. AUGUSTINE "R.ORATAM", AS SPECTFIED ON THE PLANS. SOD TO BE INSTALLED WITH TIGHT JOINTS, ROLLED AND FERTILIZED AT TIME OF INSTALLATION. AU. AREAS DISTURBED DURING PLANT REMOVAL AND/OR PLANTING WORK SHALL BE FILLED AND GRADED TO MATCH THE ADJACENT GRADE AND SOOOED AS REQUIRED TO COVER ANY EXPOSED GROUND. SODDED AREAS SHAU. BE INCLUDED IN THE ESTABLISHED WATERING PERIOD.

4, ALL DIMENSIONS TO BE FIELD CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO CONSTRUCTION, WITH ANY DISCREPANCTES

REPORTED IMMEDIATELY TO THE ENGINEER.

5. ALL MATERIALS MUST BE AS SPECTFIED ON THE LANDSCAPE PLAN. IF MATERIALS OR LABOR DO NOT ADHERE TO THE SPECTFICATIONS, THEY WILL BE REJECTED BY THE ENGINEER WITH PROPER INSTAll.ATION CARRIED OUT BY THE CONTRACTOR

AT NO ADDITTONAL COST TO THE CITY.

6. NO SUBSTITUTIONS OR CHANGES OF mY KIND Will. BE MADE AT THE TIME OF BIDDING, SO AS TO PROVIDE FOR EQUAL AND

FAIR BID COMPARISONS.

7. ALL PERMITS NECESSARY ARE TO BE OBTAINED BY THE INSTAWNG CONTRACTOR, UNLESS OTHERWISE SPECIFICAU.Y STATED IN

THE SPECIFICATIONS.

8. NO CONTRACTOR IDENTIFICATION SIGNS SHAU. BE PERMITTED ON THE PROJECT.

9. CAREFUU.Y REVIEW THE LANDSCAPE SPECIFICATIONS. THE INSTAll.ATION CONTRACTOR WILL BE HELD RESPONSIBLE FOR AU.

ITEMS CONTAINED THEREIN.

10. ALL PLANT MATERIALS SHAU. HAVE A ONE YEAR WARRANTY UNLESS OTHERWISE SPECTFIED IN THE CONTRACT DOCUMENTS.

11. THE CONTRACTOR SHALL COMPLY WITH THE LA TEST REVISIONS TO THE PINELLAS COUNTY AND CITY OF ST. PETERSBURG

LANDSCAPING AND TREE ORDINANCES AND THE SITE CLEARING AND ALTERATION ORDINANCES.

12. SPECIAL CARE IS TO BE TAKEN SO TREES TO BE PRESERVED REMAIN UNHARMED DURING CONSTRUCTION.

Nt------------------------------------------------------------,-------------...,.------,,-----=e=-----r-----------,----------------------"T""----------t LAND&WA'r"dl O u 1----.--:-~---------------------'-R-'E"-'V-'l-'Sr-'-l-'-O'--'-N--'S'-,.-:-,-,-------------------------+==::.=a-="'-'"-'------'"'-"c::;_-'=.,::.;.---1

DA TE B Y DESCRIPTION D,>,lE B Y

' 1----l---+------------------------+-----ll---+------------------------+.===c....=."'-'""------'=-"c::;_-'=-=----1

5 1----1---+------------------------+-----11---+------------------------t-=~~--- --- - -----~-=='='==~----1 2 t::=::t:::::1===============t::=::t:::::1===============~~::::::=====L--.:::.t!~~:::.._- ~~~~~~L--~~~...:....:..:...:_.:...:_.:..._:~:..:....--L..!!~~'.::...._J

DESIGNED BY: EH DATE: 12/21 m 7th STREET NORTH, 50th AVENUE NORTH AND

DA TE. OCT. H , 2022

OESCRIPTION DRAWN BY: GL ':>ATE: 12/21 ENGINEERING SC IENCE SCALE. AS SHOWN

CHECKED BY: OK DATE: 12/21

8950 OR ":m!t~{is;;~ JR. ST. N.

VICINITY STORM DRAINAGE IMPROVEMENTS

FlELO BOOK No. PAGES XX- XX ST. P 702 PROJECT No: >90,.5- 110

RM No EL. { ,.._es.net ENGINEERING & CAPITAL

CONSTRUCTION NOTES (2)

DRAWING No.

Ol~~~~~L¾lP~~~fE. IMPROVE\,\ENTS DEPARTWE~T 11497- 03 . 11 . A l ll /1\1 : CITY OF ST PETERSBURG

A

AASHO

OFFICIALS

AASHTO

ABO

AC

ADJ

AH

ALT

ALUM

APPRH

APPROX

ASPH

ASPH CONC

AVE.

B TO B

B/C

BC

BE

BEG

BFO

BFOT

BIT

BK

BLDG

BLKHD

BLVD

..., BM

.~ BOT

'iii BRG o BT

% BTFLY

~ B/W ,n ~ C&G f CATV

!3, CB

;s CBC

~ CF

i Cl ;ii CIP

1 CIPL

,,, CL

~ <i

..J CBC

3 CM N

o CMP .f? CMPA

STANDARD ABBREVIATIONS

AREA CTR CENTER FND FOUND MIN

AMERICAN ASSOCIATION CULV CULVERT FN&D FOUND NAIL & BRASS DISK MISC

OF STATE HIGHWAY CY CUBIC YARD FO FIBER OPTIC MLW

FOLINO FOUNDATION MON

AMERICAN ASSOCIATION D DEGREE OF CURVATURE FPP FOUND PINCHED PIPE MPH

OF STATE HIGHWAY AND DBH DIAME1ER AT BREAST FRRS FOUND RAILROAD SPIKE MSL

TRANSPORTATION OFFICIALS HEIGHT FT FEET OR FOOT

ABANDONED DBL DOUBLE FTR FRONTIER COMMUNICA llONS N

ACRE D /C DROP CURB FURN FURNISH NE

ADJUST DE DUKE ENERGY FUT FUTURE NIC

AHEAD DEPT DEPARTMENT F /C FACE OF CURB NO

AL TERNA TE DI DROP INLET OR DUCTILE NW

ALUMINUM IRON GA OR GAL GALLON

APPROACH DIA DIAME1ER GALV GALVANIZED O TO 0

APPROXIMATE DIM DIMENSl,ON GAR GARAGE OCATV

ASPHALT DIP DUCTILE IRON PIPE GI GRATE INLET 1ELEVISION

ASPHALT CONCRETE DISP DISPOSAL GSP GALVANIZED SlEEL PIPE OD

AVE.NUE DOT DEPARTMENT OF GR GRADE OHL

TRANSPORTATION GRND GROUND 0.HW

BACK TO BACK DR DRAIN GUT OR GTTR GUT1ER OVHD

BACK OF CURB 0/W DRIVEWAY GV GATE VALVE

BOX CULVE.RT DWG DRAWING PAVT

BURIED ELECTRIC H HARNESSED JOINT PC

BEGIN E EAST HC HANDICAP PEDES

BURIED FIBER OPTIC EA EACH HOPE HIGH DENSITY PGL

BURIED FIBER OPTIC E.F. or E/ F EACH FACE POLYETHYLENE PIPE ~I

"TELEPHONE EL OR ELEV ELEVATION HOWL HEADWALL 'L OR P / L

BITUMINOUS ELEC ELECTRIC HNDRL HANDRAIL PP

BACK ELLIP ELLIPTICAL HORIZ HORIZONTAL PROJ

BUILDING EMBK EMBANKMENT HP HIGH POINT PT

BULKHEAD ENCL ENCLOSURE H.P. HORSE POWER PROP

BOULEVARD ENGR ENGINEER HR HOUR PVC

BENCH MARK EP EDGE OF PAVEMENT HW HIGH WA1ER R

BOTTOM EO EQUATION OR EQUAL HWY HIGHWAY RCP

BEARING EQUIP EQUIPMENT HYO HYDRANT PIPE

BURIED TELEPHONE ERCP ELLIPTICAL REINFORCED RCWV

BUTTERFLY CONCRETE PIPE ID INSIDE DIAMETER RCW

BACK OF WALK ESMT EASEMENT IN INCH RECP

ETC ETCElERA INC. INCORPORATED PIPE

CURB AND GUTTER EW ENDWALL INCL. INCLUDED REM

CABLE TELEVISION E W OR E/W EACHWAY IP IRON PIPE RD

CATCH BASIN . . INSTL INSTALL RDWY

CONCRETE BOX CULVE.RT ~~~~~ EXIST ~~~;~AJ!ON INTRMO IN1ERMEDIATE REINF

CUBIC FEET INV INVERT RELOC

CURB INLET or CAST IRON F TO F FACE TO FACE REM

CAST IRON PIPE FCIR FOUND CAPPED IRON ROD JB JUNCTION BOX REPL.

CAST IN PLACE FCM FOUND CONCRE1E RR OR R/R

CLEARANCE or CEN1ERLINE MONUMENT L LENGTH OF CURVE RT

CENTERLINE FED FEDERAL LA LIMITED ACCESS R/W OR ROW

CONCRETE BOX CULVE.RT FEMA FEDERAL EMERGENCY LLBBR PLl?•UENRDO· CK BEARING RATIO

CONCRETE MONUMENT MANAGEMENT M S

CORRUGATED METAL. PIPE ADMINISTRATION LF LINEAR FEET SAN

CORRUGATED METAL. PIPE FES FLARED ENO SECTION LGTH LENGTH SCIR

,ii, ARCH FH FIRE HYDRANT LP LIGHT POLE SD

CO COUNTY or CLEANOUT FHA FIRE HYDRANT ASSEMBLY LS LUMP SUM SE

COM COMMERCIAL FHWA FEDERAL HIGHWAY LT LEFT SECT , ..

CONC CONCRETE ADMINISTRATION SH LOR

E CONST CONSTRUCT FIP FOUND IRON PIPE MAINT MAINTENANCE SN&D

g CCR CORNER FIR FOUND IRON ROD MAX MAXIMUM SPEC

,., CORR CORRUGATED FL FLOW LINE MD MEASURE DOWN SPT

1 CP CONCRETE PIPE FLEX FLEXIBLE MES MITERED END SECTION 1EST

CSP CORRUGATED STEEL. PIPE FLOAT FLOTATION MH MANHOLE SO FT OR SF

MINIMUM

MISCELLANEOUS

MEAN LOW WA 1ER

MONUMENT

MILES PER HOUR

MEAN SEA LEVE.L

NORTH

NORTHEAST

NOT IN CONTRACT

NUMBER

NORTHWEST

OU TSIDE TO OUTSIDE

OVERHEAD CABLE

OU TSIDE DIAMETER

OVERHEAD LINE

OVERHEAD WIRE

OVERHEAD

PAVEMENT

POINT OF CURVATURE

PEDESTRIAN

PROFILE GRADE LINE

POINT OF INTERSECTION

PROPERTY UIIIE

POWER POLE

PROJECT

POINT OF TANGENCY

PROPOSED

POLY VINYL CHLORIDE

RADIUS

REINFORCED CONCRETE

RECLAIMED WATER VALVE

RECLAIMED WA 1ER

REINFORCED ELLIPTICAL

REMOVE or REMOVED

ROAD

ROADWAY

REINFORCED

RELOCATED

REMOVE.O

REPLACED

RAILROAD

RIGHT

RIGHT-OF-WI,>. Y

SOU TH

SANITARY

SET CAPPED IRON ROD

STORM DRAIN SEWER

SOUTHEAST

SECTION

SHOULDER

SET NAIL & BRASS DISK

SPECIFICATION

STANDARD PENETRATION

SQUARE FOOT

SQUARE INCH

SQ YO OR SY

SR

ss

ST

STA

STD

STL

STR

SW

S/W OR SWK

SYST

TAN

TBM

TBP

TBR

T/CB

T/C

1EL

1EMR

TN

T/ P

TRAF

TREAT

TP IR

TWP

TYP

UE

UT

UTL

vc

VF

VCP

VE.RT

w

WL

WM

WT

WV

SQUARE YARD

STATE ROAD

SANITARY SEWER

STREET

STATION

STANDARD

STEEL

STRUCTURE

SOUTHWEST

SIDEWALK

SYSTEM

TANGENT

TEMPORARY BENCH MARK

TO BE PR01EC1ED

TO BE REMOVED

TOP OF BASIN COVER AT

CURB

TOP OF CURB

TELEPHONE

"TEMPORARY

TON

TOP OF PIPE

TRAFFIC

TREATMENT

TRAVERSE POINT IRON ROC

TOWNSHIP

TYPICAL

UNDERGROUND ELECTRIC

UNDERGRO~ND TELEPHONE

UTILITY or UTILITIES

VERTICAL CURVE

VERTICAL FOOT

VITRIFIED CLAY PIPE

VE.RTICAL.

WEST

WATER LEVEL

WATER MAIN

WATER TABLE or WEIGHT

WATER VALVE.

S CTL CONTROL F.M. FORCE MAIN MHW MEAN HIGH WATER SQ IN

,., ______________________________________ M __ I ______ M..,.l=LE _________ ----.----------.---------.-------------------.--------t 'ti t-----.--~--------------'"--E:_1'-'' 1'-i;-'-1-"-( -'c' cc"s~~---------------- + D=E'=d G:..;.:'!E=ll ..:::.BY:.:... ::.:..;EH_----:,.;':iA.;.;.:TE.=-=1-.:..,:'2'---11 LAND&Wm"cR Cl O~TE 3'r l•E-r-ur n or.i ()~ TE B'I' DE5.CRIPTIO~I DRAWN f.tY. CL :lL,TE. 12/31 ENGI N EERING SCIENCE I_ CHECKED 3'-Y OK .J-ATE.. !1/21 .!JS-0 OR MAff ll~ L'J1l-lE;'..I KIT•G JI. ST •, FlEW BOOK 'i~ = .L.G~ _(>: - (.( sr rrn~~~G~i:1h 33fCJI c riv N EL <1111.~~;,~•!,h E~!OINEE<l~G /!/ c • PITAL o t----+-+------------------+---t---+------------------;-,~ ~ -------+--~",Ell_=,c11=,,,EE>l.=".~o=='~'==,•,~•=No,a~Po,E-. --l lflr>0QVEIAENTS DEF ARm ENT ~ IIVl"t "• ,"f ,, ; ..,_tf;.t' CIT'1 OF TI f"-lETERSB\)~G

7th STREET NORTH. 50th AVENUE NORTH AND

VICINITY STORM DRAINAGE IMPROVEMENTS

STANDARD ABBREVIATIONS

OATE, UOT, I ll , ~OZ,.

3. :,.t\LE, AS SHOWN

PROJECT >,o: • yo,i 5- 11t' tHAWINC '•m.

11497- 04

N N

(I)

E

<O <O

PLOTTING SYMBOLS

APPLICATION EXISTING PROPOSED

APPROXIMATE ± ±

BENCH MARK, CTTY CONTROLLED ~CBM #100( ♦cBM#XXX BENCH MARK, TEMPORARY 0 TBM-BOX ClJT 0 TBM-BOX ClJT

BORING SITE ♦ ♦

BUSH 0 N/A

CENTERUNE t.OR C/L lORC/L

CONCRETE MONUMENT Oc.M. O c.M.

DELTA ANGLE 6 6

FOUND CONCRETE MONUMENT 0 F.C.M N/A

FOUND IRON PIPE @FIP N/A

FOUND IRON ROD QFIR N/A

FOUND ''X" ClJT X FND. "X" CUT N/A

NORTH ARROW N/A -¢=-

OVERLAND FLOW ARROW -----. ______..

REVISION & ~ REVISION DESCRIPTION

SURVEY BASEUNE t ORB/L ~ OR B/L

SURVEY NAIL AND DISK os.o. N/A

SURVEY TRAVERSE POINT ~ N/A

UTILITY LINESTYLES

APPLICATION EXISTING PROPOSED

CABLE TV, BURIED CA1V N/A

CABLE TV, OVERHEAD - OCATV N/A

FIBER OPTICS CABLE - FOC N/A

FORCE MAIN -8" FM - 8" FM

GAS MAIN - 4" G N/A

POWER, BURIED -p N/A

POWER, OVERHEAD - OP N/A

RECLAIMED WATER -8" RCW - 8" RCW

SANITARY SEWER -6" S - 6" S

STORM DRAIN -18 D - 18" D

STORM DRAIN, TO BE REMOVED Hi/di ti 1-/-/ I I I I I I r 7 TTTT7 N/A TELEPHONE, BURIED -r N/A

TELEPHONE, OVERHEAD - OT N/A

UNDERDRAIN -6" UD - 6" UD

WATER MAIN -a" w - 8" W

DESCRIPTION

APPLICATION

BASE UNE OF SURVEY

BUILDING WALL

CENTER LINE OF CONSTRUCTION

FENCE, LABEL HEIGHT AND TYPE

GUARD RAIL

HEDGE UNE, LABEL TYPE AND HEIGHT

TOP OF BANK

TREE OR WOOD UNE,

LABEL TYPE AND DIAMETER AT DBH

RIGHT OF WAY UNE

PROPERTY LINE

UTIUTY EASEMENT UNE

MEAN HIGH WATER (MHW)

GENERAL LINESTYLES

EXISTING

111111111111 N/A d 0 0 0 O 0

·<:l:0+1+(El'.EEl.:l:fft•t·t•M-fl-1•1

-v--v--v--v--

PRESSURE PIPE SYMBOLS

APPLICATION EXISTING

AIR RELEASE !fl

HYDRANT ◊

HYDRANT & VALVE <»I

METER, RECLAIMED WATER 1B]

METER, WATER lril

PLUG I

REDUCER t>

TAP VALVE & SLEEVE ~

TEE 8:

VALVE ®

VALVE W/BLOW OFF C@

PROPOSED

D

11111111111 ----4-----

0 0 0 0 0 0

-v--v--v--v--

PROPOSED

' • .r 8:

e®I

UTILITY POLE SYMBOLS STRUCTURE SYMBOLS

APPLICATION EXISTING PROPOSED

APPLICATION EXISTING

MANHOLE, CLEAN OlJT 00•

GUY WIRE/ANCHOR ~ ~

JOINT USER POLE (} ~

UGHTPOLE ~ ~

POWER POLE 0 0

ffiEPHONE p p

MANHOLE, ELECTRIC 0

MANHOLE, GAS ©

MANHOLE, SEWER 0

MANHOLE, STORM DRAIN ©

MANHOLE, TELEPHONE 0

METER, GAS @l

DESIGNED BY: EH ilATE: 12121 LAND&W.ATcR m 7th STREET NORTH. 50th AVENUE NORTH AND DRAWN BY: GL ')ATE: 12/21 ENGINEERING SCIENCE VICINITY STORM DRAINAGE IMPROVEMENTS CHECKED BY: 'JK '.)ATE: 12 /2 ! 6950 OR MARTI~uW(~~i KING JR. s r H, FlELO BOOK No. " "-GES XX l<X ST, PETERSBURC, Fl 33702

I"" "'~ EL. {727~"';~~;i958 ENGINEERING & CAPITAL LEGENDS (1) Dl~~f,L$fl'Jf\:i"'fE IWPROVEMENTS OEF>ARTh!ENT

I Jl. ... 1 11 11'11 ; CITY OF ST PETERSBlJRG

PROPOSED

.co lfil

DA TE: JAN, 16, 2023

SCALE: AS SHOWN

PROJECT Ito: "9045- 110

D1'AWING No.

11497- 05 al

CT'

"O ,.j w ...J

«1 I-z a :;:

i5 z:

·O:

.J::.

n J')

~ z in

I ,., N a

II)

t ;

'q,~ it

I:

t!.

"' '" C'i r,i N N u 0 -.

C:

PLOTTING SYMBOLS STRUCTURE SYMBOLS

APPLICATION

AERIAL TARGET

APPROXIMATE

BENCH MARK, CITY CON1ROLLED

BENCH MARK, TEMPORARY

BORING SITE

BUSH

CENTERLINE

CONCRETE MONUMENT

DELTA ANGLE

FOUND CONCRETE MONUMENT

FOUND IRON PIPE

FOUND IRON ROD

FOUND "X" CUT

HAYBALE

LEADER AND NOTE

NORTH ARROW

OVERLAND FLOW ARROW

PIPE FLOW ARROW

POINT OF INTERSECTION

PROFILE ELEVATIONS

PROPERTY LINE

REVISION

ROUND OR DIAMETER

SAND BAG

SIGN, DOUBLE POST

SIGN, SINGLE POST

SPOT ELEVATIONS

SPRINKLER

SURVEY BASELINE

SURVEY NAIL AND DISK

SURVEY TRAVERSE POINT

1REE-CONIFEROUS

1REE-DECIDUOUS

TREE-PALM

EXISTING

~CBM f,X~

El TBM-60>i CUT

If_ OR C/L

OC.M,

QFCJ_.

@FlP

0fl~ ,. FNu. ~x rl/f

N/;a ___.--OillrE TE, T

NIA

_L ft OP P/L ill

N/A

I

~ o~ a/L (2:1 5" [I

..1.1.

~) 5• 1:Eu'4-;

Q2r OAK

Jf 10" FAU-4

PROPOSED

N/A

-$-CBM #XXX

[J TBM- BOX CUT

N/A ct OR C/l

□ C.M.

N/A

N/A

N/A

N/A

!!:!I .------ffiIDE TEXT

~ OR ~

_j_

I( OR P/L

~ REVISION DESCRIPTION

D

N/A

N/A

" a <t •

I(! OR B/L

N/A

N/A

N/A

N/A

N/A

APPLICATION

CATCH BASIN, TYPE I

CATCH BASIN, TYPE 1-M (ONE WING)

CATCH BASIN, TYPE I-M2 ( TWO WINGS)

CATCH BASIN, TYPE II

CATCH BASIN, TYPE 11-M (ONE WING)

CATCH BASIN, TYPE II-M2 {TWO WINGS)

CATCH BASIN, TYPE Ill

CATCH BASIN, TYPE 111-M (ONE WING)

CATCH BASIN, TYPE III-M2 (TWO WINGS)

CATCH BASIN, TYPE IV

CATCH BASIN, TYPE IV- M (ONE WING)

CATCH BASIN, TYPE IV- M2 {TWO WINGS)

CATCH BASIN, TYPE V

CATCH BASIN, TYPE V- M (ONE WING)

CATCH BASIN, TYPE V- M2 (TWO WINGS)

CATCH BASIN, TYPE S-1

CATCH BASIN, TYPE S-11

GRATE INLET

HEADSlRUCltJRE,TYPE-l,TYPE- 11,0R TYPE Ill

JUNCTION BOX, ELEC1RIC

JUNCTION BOX, STORM DRAIN

JUNCTION BOX, TELEPHONE

LIFT STA TION

MANHOLE, TYPE I OR II

MANHOLE.TYPE Ill (FOR RCP OR ERCP)

MANHOLE, CONFLICT (TYPE Ill MH)

MANHOLE.TYPE IV (FOR B/C)

MANHOLE, CLEAN OUT

MANHOLE, ELEC1RIC

MANHOLE, GAS

MANHOLE, SEWER

MANHOLE, STORM DRAIN

MANHOLE, TELEPHONE

METER, GAS

EXISTING

D [L o:J

. IT]'\

ITO

rrr:::r::, /[TT]';

I I I I I 11111, .. I I I I r, II II I I

I I I I I I'

/I 1111 l'-

0::: -

CI::=====

B0P(:J p ,1Pc::J ts]

B Im G B [J

PROPOSED

LIQD.

12D

/To[]'\

OQD

a>r::J' /'.I 101 r, I lol I I I lol I I'\

.l'.I lol I r, I I lol I I I I 101 I 1, .1'.I I lol I I'\ @I:::::--

ITT:::::::::--,

B OR Q

F\

El El (i)

G B G

,FXJ

G) ml

DATE ;iy -~~~ ~------~= ~------r.~[~v~1+~ ~10~ ,~• ~~--,-,,_,.------~==~-------+o=E=s1c=NE=o~e~r,=EH.;.__--=J~Ar~E,~1=21~2·~ 1.AND& WA, c R t----'~--+--+-_______ U_E'i_GR_ll"_TIU_M ________ ~DA~TE--+_ B_Y ________ u_E'S_CR_IP_Tl_OM _______ + o"-:-';,'::-AW-:'-':N:=B-'--'r ,---+GL~~:)--':A.T=E;---'J=Z/2-;a-'--1 ENGINEERING SCI ENCE 1-----+--+-----------------+--- --+--+------------- ----+C=H=E~=KE=D-=-:I'-'--,. -"'j K-'--· ~ """""cl'--'-"-T=E:---'l=?:/-=-2•~ coso DR ••RTiiuHP~1\'s t<ING is sr ~

7th STREET NORTH, 50th AVENUE NORTH AND

VICINITY STORM DRAINAGE IMPROVEMENTS

FJEL.!:: BOCK N~. •'AGES XX- Xx S~T PETERSBDR~. Fl Di~.2 t---+---+-----------------+--+---t------------------,-P.'""1.,;...i;"'""-~ -----=E:=.L. __ --t-------.;=(?2 ioi.-•• , 8=958

~ ---l ENGINEE_'!ING & C• PITAL REt:i<lD IVPKOVElAENTS DE/"ARThlENT

, ... ~ " ' ,... O If'"· l'.E, CITY OF ST PETERSBIJ'!C.

LEGENDS (2)

D~TE. OCT. H. ,.:)2

~GALE. A$ :;;HOWN

PRO.IEr.T No: "904S- 110

11497- 06

2" co

I

I

~ .21

-X7_ 12

(<;;,: ~f>Oci 'R6 ~OOfl - rilr-,) l io7

06- 31 - 17- 17870-000- 0010 70' 53'iD TER M rr x,,, 0 5' 10'

SCALE; 1 •=20'

I :~~:,~:7- 17870- 000-C020 n , I 59/ !:JHb TEl< N ~ ,8

I l -:- ,- I ><is) r:,C ,,,,,-

Lot :i (f'lm tmok llll, " age ,1::,) l

I l.47 7'87 r I g1 j§.' I ~-83 I f , Xi .1 5

.81 I

,,,.. ~ -45

X....J,40

· ·,.H ,.4-5 ~ '.Jroi1109e a r•d Jt ility Easerr-ent · --

><g_35

FIR0

Xis.69

(Pla t Book 96. Page 25) /

. 0

\ Xi. .oo

\ \ "'~ .31 \ -, ,78

X....5_55

X...5_75

""><g_sz'9.42 --,,,45 ><g,48

L9~ J~B ~ \\

Troct 6 (Priva te Dr•,) inqge Easerrent/Corl' rno" Area)

(Plat Elook 140, Page 16)

~o• Street Rodiys E/Jserne":

(fltic iol Re·~o,\iJ. 3oo~ 16/~J, Pa ge O 108) ("'lot Book 14(\ f age 16)

I . I I

20'

X....4_ 17

X..3_53 x...4.26

.9

GJ

0, " f--'.

V)

I t- ...J >-u z iii IX w s:

u C <ll

" 0 0 r, C ,.

Ir, I

N N u

.9,1_ it

E

N .,., (.Q

N C::> N st j L z :'.5 a..

z i= w I- 0 a::

a..

ow ..--w + a::

~I-

· · O ~z Cl)<( w...J zO

-0::: ...JI-

:t:Z uo

~Q Cl)

0 a::

w

I <X) N I-w w I Cl) w w Cl)

DATE BY

06- 31- 17- 01386- 069- 01 sol

708 53RD TERN - - - - ----- ==----=------_ -- -- -8J

71 LF STAKED

SILT FENCE

~--------R-/ -W-(T_Y_:-:-_1 _0, '86- 009- o"o

----53-,0 '~ ,>

12 LF INLET

ROTECTI ON SOCKS OR

SYTHNETI C HAY BALES

TYPE "8'" ,,lll•U

- - - - -+- - -1- - - - -noE •13 .. fJP STREET N

12 LF INLET

PROTECTION SOCKS OR

SYTHNETI C H.A,Y BALES

l I

L _ ___ _ _j

Station 23+02.03

OESCRIPTION

7TH STTREES

Offset -43.08'

R E V I S I ONS

DATE BY

Descliptioo

6"MYRTLE

M--

,, • '"' i I

06- 31 - 17- 17870- -00 - 0010

701 5.3R0 TER N

91 LF TAKED

SILT FENCE

DESIGNED BY: EH '.>ATE: 12 21 LAND&WATER

146 LF STAKED

SILT FENCE

~SCRIP __ TICl"-N'---------f.':D"-'ilA;o.;V..;;.;'Nc.:B:.:.Y'-: _ G,:::L:....__""DA::_:l .::.;.E:__,1-"'2/c.::2c....1 _ 1 ENGINEE I SCIENCE t-----+--t----------------------+---t----+----------------------1-'C"'-'H,::EC"'-'K-"'D'--B"-'Y:"--, -""JK.,__ _ _,,_D."'-'>.T'-"'E:_le:2L.!.2;:..1--1 6950 OR MA.RTI KING JO. ST, Ii, flEL!) BOOK No. " AGES XX- XX 702

EL. ENGINEERING & CAPITAL

IMPROVEMENTS OEPARTii E~T

CITY OF ST PETERSBUP.G

I f I ~

0 5 ' 10· 20'

SCALE: 1"= 20'

TEMPORARY

COFFER DAM

( 2) 170 LF DOUBLE

ROW FLOATING

TURBIDITY BARRIER

UTILITY ATLAS

F- 28

7th STREET NORTH, 50th AVENUE NORTH AND

VICINITY STORM DRAINAGE IMPROVEMENTS

lJA TE. JA)I. 16, 202.:i

SCALE. A6 SHOWN

F'w0JECT No· 19045- 110

EROSION CONTROL AND TREE

PROTECTION PLAN (5)

DRAWi NG "Jo.

11497- 29

SAJ-2022-02950 - ENCLOSURE 2

k3rdpami Highlight k3rdpami Highlight os-31-11-0138a-ot 9-01sol

~53~RN __ ~

r----------

ROW----1

M

SAWCiT AND MATCH

R/W (TYP)

06-31 - 5330 7

I I

+10.27 55.66'L

60' i

M-- -106-31-17-17870- 00 - 0010

1701 53RD TER N

+ 30.23 55.~9'L

STA: 2.l+29.93 23'L)

6 ,r--

ENCII\EERINC & C,.A?ITAL

IMPROVEMENTS DEP• RTli El'-T

CITY er 5T PETE,SSl,RC

7th STREET NORTH, 50th AVENUE NORTH AND

VICINITY STORM DRAINAGE IMPROVEMENTS

7TH STREET N. GEOMETRY (5)

DA TE: JA.,_ 16. 202~

SC.ALE. AS SHOIIN

DRAIIING Nn

11497- 39

GJ

-0

~ ,n

I C 'l

C.

3;;

D / u

C.

L

C f

I N "I

J:l u ., 2· le

E oi

"' 0 r ,1

C

-i

L f-

I

----------------06- -- J- ,--,-7-J-01386~ 9-01501 708 53RD lER N

EX. 2" --.,...,1,--1-___1,

OPE WM

CONST 36 LF TYPE B C&G

cq ST 19 o~F ORO~ CURB \0 . - '..0 . ;, , 1 ,1 ., CONST 235 SF CONC.

BRICK &

MORTAR PLUG

Sclll.. ~

HEADWALL TYPE 11-M2 CATCH BASIN

STA. 24+41. 79 (0.00' ) ID: 4'X4'

TOP EL: 6.00 STA. 23+ 05.78 ( 40.02' L)

INV: (S) -3. 73 (8'X5' CBC) TOP EL: 5.59

ScD1. INV: (N) -1 .34 (30• RCP) 48" DIA. RISER TYPE II :iD:m.

FOR BOX CUL VERT TYPE III STM MH

STA. 23+34.15 (2.39' L) TOP SLAB: 4.20'

RIM EL: 5. 70 ID: 1 O'X6'

INV: (W) - 3.00 (36" RCP) STA. 22+83.99 (o.oo· L)

~ RIM EL: 5.39

TYPE 11-M2 CATCH BASIN INV: (S) -3.58 (66" RCP}

ID: 4'X4' INV: (W) - 1.51 (24" RCP)

STA. 23+34.29 (39.79' L) INV: (E) -3.00 (48" RCP)

TOP EL: 5.59 INV. (N} - 3.58 (8' x 5' CBC)

INV: (S) - 1.63 (30" RCP)

INV: {E) - 2.63 (36" RCP)

Scm. Semi.

TYPE IM CATCH BASIN TYPE Ill STM MH

ID: 4'X4' ID: 8'X8' W/48. RISER

STA. 22+83.