HomeMy WebLinkAbout985 Rinehart Rd 18-4693 (BC19-21) Retaining wallpORj
l
Job
Parcel ID:
CITY OF
P RMIT APt LIGATION
Dde ING DIV R
k- Application No:
V
Documented Construction Value:$ 95,215,
00artRoSanford, FL 32711 Historic District: Yes 6 N'o(
Residential Commercial g
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: Construction of four modular block retaining walls totaling 1 10Q linear feet
Plan Review Contact Person: Title:
Phone:T 2 n' ' — C>S ]Fax: Email. 1
Property Owner Information
Name Headquarter Auto Group of Central Florida, Ltd. Phone:
Street: 5895 N.W. 167th Street
City, State Zip: Miami, FL 33015
Resident of property?:
Contractor Information
0 "
Name ' RSS C t a,A e of Cu" hone: 3910-
494-
5700 Street.
d 5 3Sd (,).e s l a' C Xe I P
City, State Zip: Be Re 34135 C YStateLicenseNo.: Architect/
Engineer Information Name:
Klima Weeks Civil Engineering Street:
385 Dougla's Avenue, Suite 210 City,
St, Zip: Altamonte Springs, FL 32714 Bonding
Company: Address:
Phone:
407-478-8750 Fax:
E-
mail: info@klimaweeks.com Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT 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 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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 681 Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, statt
agencies, or federal agencies. 4
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in ord,
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction c
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calcul
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
done i compliance with all applicable laws regulating construction and zoning.
f
r
SignaturF of caner/Agent Date
Print Own/Agegt•s-Name ,
r ,
Sigjn6.ca c+fNotary -State of Florida Date
c0
Jl
J
Owner/Agent is '/ Personally Known to Me or L44ntractor/Agent is V Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
No ry Pubac S to of F wida
4NotaryPubAcStateofFtorideLason
Laura
t q My Ctxnmtssrod00055312 BELOW IS FOR OFFICE USE ONLY dRson Ext+tres12/1
My Com 20 0553t2
or n Expires 12/15/2020
oyM
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
c
all I
Signature C. tractor/Agent Date
Print Contractor/ ent's e,
Signatur otary-State of Florida Date
f,
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: t+-AT(- (Z-08 UTILITIES: WASTE WATER:
ENGINEERING: MZ(- FIRE: /z'° 11 BUILDING:
COMMENTS:
ACP SCHEDULE OF VALUE QUANTITES
PROJECT: Sanford Hyundai
DATE:
WALL # Wall Length Square Footage Cost
RW-1 303 LF 1639 SF 27,140.41
RW-2 290 LF 1393 SF 23,066.87
RW-3 352 LF 2128 SF 35,237.83
RW-4 155 LF 590 SF 9,769.89
RW-5 0 LF 0 SF 0.00
RW-6 0 LF 0 SF 0.00
RW-7 0 LF 0 SF 0.00
RW-8 0 LF 0 SF 0.00
RW-9 0 LF 0 SF 0.00
RW-10 0 LF 0 SF 0.00
RW-11 0 LF 0 SF 0.00
RW-12 0 LF 0 SF 0.00
RW-13 0 LF 0 SF 0.00
RW-14 0 LF 0 SF 0.00
RW-15 0 LF 0 SF 0.00
RW-16 0 LF 0 SF 0.00
RW-17 0 LF 0 SF 0.00
RW-18 0 LF 0 SF 0.00
RW-19 0 LF 0 SF 0.00
RW-20 0 LF 0 SF 0.00
RW-21 0 LF 0 SF 0.00
RW-22 0 LF 0 SF 0.00
RW-23 0 LF 0 SF 0.00
RW-24 0 LF 0 SF 0.00
RW-25 0 LF 0 SF 0.00
TOTAL: 311j0LF," 5750SF ; Pricings
listed are for Schedule of Value purposes only. Our costs are equally divided between the areas
listed. If contracted individually, additional fees must added to each area to appropriately account
for labor, equipment, and mobilization fees. SF
PRICE: 16.56/SF
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 11 /28/ 18
I hereby name and appoint: Eric De Dios
an agent of: The Permit Group
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
985 Rinehart Road Sanford, FL 32711
Street Address)
Expiration Date for This Limited Power of Attorney: 11/28/19
License Holder Name: Lawrence Falls
State License Number: CBC1250373
Signature of License Holder:
STATE OF FLO,*IDA
COUNTY OF
The, foregoing ins rument was acknowledged before me thiso day of OCtiv u
204 , by TGw reIi( (I ra who is personally known
to me or who has produced as
i e tification and who did (did not take an oath.
Notary Sea])
o rRY PUg4 JAMIE M CLANTON
Commission # GG 175W8
c
Expires February 11, 2022
8wW0 Thru Udyer WMy $W*es
Rev. 08.12)
gnature
T m 4 M . Can A) Y1
Print or type name
Notary Public - State of ja-
Commission No. `n6 0U My
Commission Expires:
DATE: zu,
BUSINESS/PROJECT NAME:
ADDRESS: / s-
CONTACT NAME:
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE -FEES
PHONE: 407.688.5052
FAX: 407.688.5051
PERMIT NUMBER:
PHONE:
PLAN REVIEW INFORMATION
j CONSTRUCTION [ ]C/O [I F1RE AIARM _ [ j FIRESPRINKLER [j HOOD [ IPAINT BOOTH [ ]TANK DOES
20% REDUCTION IN FIRE IMPACT FEES APPLY: OYESNO TOTAL
FEES:
INSPECTION SEQUENCE
BP# 18-4693
ADDRESS: 985 Rinehart Road
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof (Com'l)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
1000 Final Commercial —
Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
ELECTRICAL PERMIT -
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
Electric Rough
Pre -Power Final
Temporary Pole
Electric Final
PLUNIBINaG PR r w * Fp' ' .
Min Max Inspection Description
Rough Plumb
Plumbing Underground
Plumbing 2nd Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
Plumbing Final
MECI3ANICAL PERMIT t>1 _ . _ rf'` . k. VU F
r
Min Max Ins ection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
Mechanical Final
REVISED: June 2014
RETAINING WALL (RW) PLANS
PREPARED FOR:
SAN-FOT HYUNDA--ril
RINEHART ROAD
SANFORD, FL
NOTE: DESIGN COMPLIES WITH FLORIDA
BUILDING CODE, SIXTH EDITION (2017) AND
NATIONAL CONCRETE MASONRY ASSOCIATION
NCMA) DESIGN GUIDELINES FOR SEGMENTAL INDEX OF SHEETS
RETAINING WALLS, THIRD EDITION.
SHEET DESCRIPTION
RW--1.0 TITLE SHEET
RW-2.0 CONSTRUCTION NOTES
RW-3.0-3.1 WALL LOCATION PLAN VIEWS)
RW-4.0-4.9 ELEVATION VIEWS)
RW-5.0-5.3 CROSS SECTIONS)
RW-6.0 CONSTRUCTION DETAILS
REIFAINING WALL (RW) CONSTRUCTION ADDRESSED BY THESE DRAWINGS ARE PART OF A SIGNIFICANTLY LARGER PROJECT BEING BUILT BY THE GENERAL CONTRACTOR, WHO HAS SEPARATELY RETAINED AN EARTHWORK GRADING CONTRACTOR TO
ASSIST IN DEVELOPING THE SITE FOR THE OWNER. THE OWNER HAS RETAINED A PROJECT GEOTECHNICAL ENGINEER TO ADVISE IT ON MATTERS RELATIVE TO CONSTRUCTION AND WHO WILL BE PROVIDING QUALITY ASSURANCE TESTING AND
OBSERVATION OF THE RW CONSTRUCTION WORK FOR THE OWNER. OUTLINED BELOW IS A BRIEF SUMMARY OF THE RESPONSIBILITIES, OF EACH OF THE PARTIES REQUIRED BY THE RW CONSTRUCTION, AS OUTLINED IN THESE DRAWINGS. TO ENSURE A
QUALITY CONSTRUCTION PROJECT
A. GENERAL/EARTHWORK CONTRACTOR SHALL BE RESPONSIBLE FOR OVERALL SITE GRADING AND STORM WATER CONTROL. BEFORE. DURING. AND AFTER RW CONSTRUCTION, UNTIL THE PERIANENT PAVING AND STORM WATER DRAINAGE CONTROLSARFALLINPLACEANDOPERATIONAL.
B. GENERAL/EARTHWORK CONTRACTOR SHALL BE REOPONSIBLE FOR EROSION AND SEDIMEXISTING
RW CONSTRUCTION BY ONTATION CONTROL, BEORLY CONTROLLEDFORERMVDURNATERGANDAFTERRWCONINAGESHALLNOTBTRUCTIONETHEPONSIBILITIESTHERWCONTRACTORORR\T DESIGNER. ````Py\OC NCgR 0, C.
OWNER AND/OR GENERAL CONTRACTOR SHALL PROV-IDE SURVEYING SERVICES SUFFICIENT TO LOCATE THE WALL, HORIZONTALLY AND VERTICALLY ON THE SITE FOR CONSTRUCTION PURPOSES. D.
GENERAL/EARTHWORK CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A BEARING SURFACE AT THE BOTTOM RETAINING WALL ELEVATION THAT MEETS THE BEARING REQUIREMENTS SHOWN ON THESE DRAWINGS. THE BEARING SURFACE AND NO 79689 ALL
AREAS INTO WHICH THE RW CONTRACTOR WILL PLACE AND COMPACT FILL MUST BE CLEARED. GRUBBED AND ALL DELETERIOUS.SOILS AND/OR ORGANIC MATTER REMOVED TO PROJECT GEOTECHNICAL ENGINEER'S SATISFACTION, AS PROVIDED IN
THEIR DAILY PROJECT REPORTING. *.• E.
THE OWNER'S PROJECT GEOTECHNICAL ENGINEER SHALL OBSERVE AND PROVIDI? WRITTEN APPROVAL THAT THE -"ALLOWABLE" BEARING CAPACITY AT THE BOTTOM RETAINING WALL ELEVATION AND WITHIN THE ENTIRE REINFORCED (GEOGRID) ZONE
IN EACH LOCATION MEETS OR EXCEEDS THE MINIMUM REQUIRIMENTS SHOWN ON THESE DRAWINGS. THE RW CONTRACTOR WILL NOT BEGIN CONSTRUCTION WITHOUT THE APPROVAL. 411 F.
THE OWNER AND/OR GENERAL CONTRACTOR SHALL PROVIDE THE FILL SOILS TO THE RW CONTRACTOR TO UTILIZE FOR RW CONSTRUCTION. THOSE FILL SOILS SHOULD BE TESTED PRIOR TO STARTING RW CONSTRUCTION, AND PERIODICALLY X SAZ.
4/ THROUGHOUT
THE PROJECT, TO ENSURE THEY MEET THE SPECIFICATION OUTLINED HEREIN. RW CONTRACTOR WILL NOTIFY THE OWNER'S GEOTECHNICAL ENGINEER AND/OR THE GENERAL/EARTHWORK CONTRACTOR WHEN A CHANGE IN FILL SOIL 00 T•• P.• APPEARANCE.
CONSISTENCY, OR GRADATION LOOKS TO BE DETRIMENTAL. OR HAS REASON TO BELIEVE THE SOIL BEING PROVIDED DOES NOT MEET THE PROJECT SPECIFICATIONS. HOWEVER, THE OWNER'S GEOTECHNICAL ENGINEER SHALL BE i ••': 0 R RESPONSIBLE
FOR NG HER FILL MATERIALS MEET AND ARE ED ACCORDING TO THE SPECIFICATIONS IN THESE DRAWINGS. G.
THE OWNER ANWOR ROJI? TI GEOTECHNICAL THE
NGINEER
SHALL BE RESPONSIBLE FOR COBTAINING SUFFICCIENT DATA THROUGHOUT THE RW CONSTRUCTION TO SATISFY THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITY TO SECURE N A 1 ,`
APPROVAL
OF THE RETAINING WALL CONSTRUCTION AND ULTIMATELY THE "CERTIFICATE OF OCCUPANCY" FOR THE BUILDING ITSELF. W\ FLORIDA
CERTIFICATE OF ALtTHORIZATION #31334 No.
Date Rcvi sion By Ck13y Designed By: Title: Date: This
drawing is being furnished for this J r"J.Em
RS specificprotecton1y..Am- party - e ASSOCIATED r ..., Y'L TITLE SHEET to/sl/ls 0
o/:;1ns RELEASED For, CONSTRUCFION YL RLc _ , t =, B®® accepting
this document does so in 'E(r confidence
and agrees that it shall not rCONSTUC,TION'' , Drawn By: Project: Project No: be
duplicated in whole or In part nor PROD-ITCTSI IN' AZ SANFORD HYUNDAI 18ACP08I disclosed
to others without the consent ?. 1---I 1—' f , .. ,._ _...earthretention,
COm RIKEHAh"I' ROAD of
ERS Materials, LLC. 7 ' ' ` 231 Rope Mill Parkway, Woodstock, GA 30188 Scale:
SANFORD, FL Sheet No: 25352
WESLEY CHAPEL BLVD KPH (813)973 4425 2018
ERS \latr-vials. LLC LUTZ;'FL 33559 .;;i J
FX (813)973-0485= 7) 678.903.3614 F) 678.550.9862 NONE RW-1 .0
1.0 MATERIALS
1.. BACKFILL SOILS
LLi REINFORCED FILL MATERIALS SHALL BE APPROVED IN WRITING BY ERS MATERIALS .AND THE OWNER'S REPRESENTATIVE AND
SHALL MEET THE STRENGTH REQUIREMENTS .AS DEFINED IN SECTION 6.0. THE REINFORCED BACKFILL MATERIAL SHALL
MEET THE FOLLOWING GRADATION:
SIEVE SIZE PERCENT PASSING
3" 100%
1.5" 75-100%
No.4 20-100%
No. 40 0-60%
No. 200 0-35%
THE PORTION OF THE REINFORCED BACKFILL MATERIAL PASSING THE No, 40 SIEVE SHALL HAVE .A LIQUID LIMIT LESS THAN
30 .AND A PLASTICITY INDEX LESS THAN 6. REINFORCED BACKFILL MATERIAL SHALL BE CLASSIFIED PER THE UNIFIED SOIL
CLASSIFICATION SYSTEM AS NON -PLASTIC SOILS.
THE PH SHALL BE BETWEEN 3 AND 9.
1.1.2 FURTHERMORE. REINFORCED BACKFILL .4Nll RETAINED SOIL/FILL NI.AT177RI.ALS SHALL BE FREE OF EXCESS MOISTURE, ROOTS,
MUCK, SOD. SNOW, FROZEN LUMPS. ORGANIC MATTER OR OTHER DELETERIOUS MATERIALS. ALL ROCK PARTICLES AND HARD
EARTH CLODS SHALL BE LESS THAN FOUR INCHES IN THE LONGEST DIMENSION, REINFORCED BACKFILL MATERIALS WHICH
DO NOT MEET THIS CRITERIA SHALL BE CONSIDERED UNSUITABLE .AND SHALL BE REMOVED.
1.1.3 DRAINAGE FILL SHALL CONSIST OF CLEAN CRUSHED STONE OR CRUSHED. GRAVEL MEETING THE FOLLOWING GRADATION
TESTED IN .ACCORDANCE WITH ASTM C-136:
SIEVE SIZE PERCENT PASSING
1.5" 100%
1.0" 95-1009e
1/2" 25-60%
No 0-10%
N'o.8 0-5%
LOSS 13Y WASHING 2.0 MAX
1.1.4 LEVELING PAD SHALL CONSIST OF DENSE -GRADED OR WELL -GRADED CRUSHED STONE, OR CRUSHED GRAVEL MF.FTING THE
FOLLOWING GRADATION T'F.STED IN ACCORDANCF WITH .ASTM C-136:
SIEVE SIZE PERCENT PASSING
LS., 100%
3/4' 60-90%
No. 10 25-45%
No. 60 5-30%
No. 200 4-11%
L2 GFOGRID REINFORCING SHALT. BE ERS GEOGRIDS. THE GEOGRID MANUFACTURER SHALL PROVIDE .A MATERIAL CERTIFICATION
THAT THF PRODUCT SHIPPED TO THE PROJECT MEETS OR EXCEEDS THE STRENGTHS USED IN THE DESIGN.
1.3 BLOCK FACING SHALL BE KEYSTONE COMPAC III, UNITS. UNITS SHALL MEET' ASTM C1372, EXCEPT MANUFACTURED
CONCRETE VERTICAL DIMENSIONAL TOLERANCE SHALL BE +/- 1/16". THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI
AND MAXIMUM ABSORPTION SHALL BE 59', WHEN TESTED IN .ACCORDANCE WITH ASTM C140.
1.4 FILTER FABRIC SI']ALL BE 3.5 (MIN.) NON -WOVEN. NEEDLE PUNCHED. POLYPROPYLENE GEOTENTILE - WINFAB 35ON OR EQUAL.
LS DRAIN PIPE SHALL BE 4" DIAMETER. FLEX -DRAIN MANUFACTURED BY CLEVEL.AND TUBING, CLEVELAND', TN, FLFX-DRAIN AND PIPE
FITTINGS SHALL MEET ASTM F405-05, EXCEPT ELONGATION REQUIREMENT SHALL BE WAIVED DUE 1.0 FLEX -DRAIN EXPANDABLE
DESIGN. FLEX -DRAIN AND PIPE FITTINGS SHALL MEET CPPA 100-97.
2 0 TECHNICAL REQUIREMENTS
2A THE OWNER'S REPRESENT.ATVE OR GRADING CONTRACTOR SHALL SUBMIT TO ERS MATERIALS THE GRADATION .AND STRENGTH
PARAMETERS OF THE REINFORCED BACKFILL MATERIAL. RETAINED SOIL/FILL AND FOUNDATION SOIL. FOR APPROVAL, PRIOR TO
PROCEEDING WITH CONSTRUCTION. WORK SHALL NOT PROCEED UNTIL THIS SUBMITTAL IS APPROVED BY ERS MATERIALS.
2.2 PRIOR TO CONSTRUCTION OF THE WALLS, THE GRADING CONTRACTOR SHALL CLEAR AND GRUB THE REINFORCED BACKFILL ZONE.
AREA, REMOVING 1'OP SOILS, BRUSH, SOD OR OTHER ORGANIC OR DELETERIOUS MATERIALS. ANY UNSUITABLE SOILS SHALL BE
OVEF-E?fCAVAT'ED. REPLACED AND COMPACTED WITH REINFORCE C BACKFILL MATERIAL TO PROJECT SPECIFICATIONS OR
OTHERWISE DIRECTED BY THE OWNER'S GEOTECHNICAL ENGINEER. -
2.3 THE GEOTECHNICAL ENGINEER SHALL CONFIRM THAT TILE SITE HAS BEEN PROPERLY PREPARED AND THE DESIGN PARAMETERS IN
SECTION 6.0 .ARE APPROPRIATE PRIOR TO FILL PLACEMENT. A \VRTTTEN CONFIRMATION SHALL BE PROVIDED TO ERS MATERIALS
PRIOR TO FILL PLACEMENT.
2.4 FILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT EXCEEDING 10 INCHES IN UNCOMP.ACTED THICKNESS FOR HEAVY
COMPACTION EQUIPMENT. FOR ZONES WHERE COMPACTION IS ACCOMPLISHED WITH HAND OPERATED EQUIPMENT, FILL SHALL BE
PLACED IN HORIZONTAL I.A1'ERS NOT EXCEEDING 6 INCHES IN UNCOMPACTED THICKNESS. ONLY HAND -OPERATED EQUIPMENT
SHALL BI: ALLOIVI::IJ N%I'I'IiIN 'I'H I:EE FEET OF'I BACK FACE OF IVALI. PACING.
2.5 FILL MATERIALS SHALL BE PLACED FROM "THE BACK OF THE FACING UNITS TOWARDS 'THE ENDS OF THE GEOGRM TO ENSURE
FURTHER TENSIONING,
2.6 FILL. SI'IALL BE COMPACTED AS SPECIFIED BY PROJECT SPECIFICATIONS OR TO A MINIMUM 95 PERCENT OF IT1I MAXIMUM DRY
DENSITY AND WITHIN -2% TO +2% OF OPTIMUM MOISTURE CONTENT AS DETERMINED IN .ACCORDANCE: WITH STANDARD PROCTOR
ASTM D-698).
2.7 TESTING METHODS AND VERIFICATION OF MATERIAL SPECIFICATION'S AND COMPACTION TESTING IS THE RESPONSIBILITY OF THE
OWNER'S REPRESENTATIVE. THE MINIMUM REQUIRED COMPACTION TESTING FREQUENCY REQUIRED BY ERS MATERIALS IS ONE
TESL' FOR EVERY 200 SF OF WALL FACE AT VERTICAL INTERVALS NOT EXCEEDING 2 FEET IN VERTICAL WALL HEIGHT.
2.8 WHERE REQUIRED, CAP UNITS SHALL BE PERMANENTLY SECURED TO THE BLOCK UNITS USING AN OUTDOOR CONSTRUCTION
ADHESIVE FOR CONCRETE MASONRY OR HARDSCAPES SUCH AS LIQUID NAILS (OR EQUIVALENT).
2.9 AN APPROVED SET OF CONSTRUCTION DRAWINGS .AND CONTRACT SPECIFICATIONS SHALL BE ON -SITE AT ALL TIMES. DURING
CONSTRUCTION OF THE RETAINING WALLS.
3.0 GEOGRD PLACEMENT
3A GEOGRID SHALL BE PLACED AT THE LOCATIONS AND ELEVATIONS SHOWN ON THE DRAWINGS.
3.2 GEOGRID LENGTH SHALL BE AS SHOWN ON THE CONSTRUCTION DRAWINGS. REINFORCED FILL ZONE LENGTH IS MEASURED FROM
THE BACKFACE OF THE WALL UNITS. EXTENDING TO TILE TAIL OF THE GEOGRIllS LENGTH IS FROM FACE OF BLOCK. GEOGRID G
3.2.1 GEOGRID REINFORCEMENT SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTH(S).
3.3 PRIOR TO PLACING FILL. THE GEOGRIDMATERIALSSHALL. 13E PLACED IN BETWEEN BLOCK COURSES. ABUT TO WIRE FORM FACE. OR WTL4P
AT WIRE FORM FACE IN .ACCORDANCE WITH FACING DETAILS. REMOVED GEOGRID SLACK AND .ANCHOR GEOGRID PRIOR TO FILL
PLACEMENT AND COMPACTION. This
drawing is being furnished for this specific
project only. Any party accepting
this document does so in confidence
and agrees that it shall not be
duplicated in whole or in part, nor disclosed
to others without the consent of
ERS Materials, L.LC. 2018
ERS Materials. LLC Date
Revision 10/
31/18 RELEASED FOR CONSTRUCTION 3.
4 CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE GEOGRID. A MINIMUM FILL_ THICKNESS OF SIX INCHES IS REQUIRED
FOR OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. TURNING OF VEHICLES SHOULD BE KEPT TO .A MINIMUM TO
PREVENT DISPLACING THE FILL AND/OR THE GEOGRID. 3.
5 GEOGRID SHALL BE ROLLED OUT NN YPH THE: LONG AXIS OF THE .APERTURES (MACHINE DIRECTION) PERPENDICULAR TO THE WALL FACE.
3.
6 A MINIMUM OF 3 INCHES OF FILL MATERIAL SHALL BE REQUIRED BETWEEN OVERLAPPING LAYERS OF GEOGRID AND FILTER FABRIC UNLESS
OTHERWISE SHOWN. 4.
0 CHANGES 4.
1 NO CHANGES TO THE GFOGRID LAYOUT, INCLUDING. BUT NOT LIMITED TO, LENGTH, GEOGRID TYPE. OR ELEVATION, SHALL BE MADE
WITHOUT THE EXPRESSED PRIOR WRITTEN CONSENT OF PRE MATERIALS. 4.
2 NO CHANGES TO THE WALL FACING TYPE SHALL BE MADE WITHOUT THE EXPRESSED PRIOR WRITTEN CONSENT OF ERS MATERIALS.
5.
0 DRAIN AGE 5.
1 AT THE END OF EACH WORT( DAY. BACKFILL SURFACE SHALL BE COMPACTED WITH A SMOOTH PLATE COMPACTOR TO MINIMIZE PONDING
OF WATER AND SATURATION OF THE BACKFILL. 5.
2 PERMANENT AND TEMPORARY SURFACE WATER DIVERSION SHALL BE AS REQUIRED AND PROVIDED) BY THEOWNER OR OWNER'S REPRESENTAT'I\'
E. SURFACE WATER SHALL 13E DIVERTED AWAY FROM THE REINFORCED FILL ZONE AND WALL FACE DURING WALL CONSTRUCTION OR
AT THE ENDOFEACH WORK DAL'. 6.0 DESIGN
PARAMETERS 6A DESIGN OF
THE REINFORCED Son. STRUCTURE IS BASED ON THE FOLLOWING PARAMETERS EFFECT]\"E MOIST
FRICTION EFFECTIVE UNIT
ANGLE COHESION . WT
REINFORCED FILL 30°
0 psf 105 pcf RETAINED SOILS 30°
0 psf 105 pcf FOUNDATION SOILS 30"
0 Dsf 105 pcf 6. 1.1
DESIGN METHODOLOGY: NC\1.A GUIDELINES. THIRD EDITION 6.2 FACTORS
OF SAFF'TY 6.2.1
INTERNAL STABILITY: STATIC MINIMUM FACTOR
OF
SAFETY FOR UNCERTAINTIES = L5 MIIMIU.AI FACTOR
OF SAFETY FOR GEOGRID PULLOUT = 1.5 M NIMU?`'1
FACTOR OF SAFETY FOR BLOCK CONNECTION =. 1.5 MINIMUM FACTOR OF
SAFETY FOR FACING STABILE Y = 1.5 MINIMUM FACTOR OF
SAFETY FOR SLIDING AT LOWEST GF.OGRID = 1.5 SOIL-GEOGRID INTERACTION
COEFFICIENT = 0.8 PERCENT COVERAGE OF
GEOGRID = 100% 6.2.2
EXTERNAL STABILITY: STATIC MINIMUM FACTOR
OF
SAFETY FOR OVERTURNING = 2.0 MINIMUM FACTOR OF
SAFETY FOR SLIDING = 1.5 G.2.3
OVERALL / GLOBAL STABILITY: STATIC MINIMUM FACTOR
OF
SAFETY FOR GLOBAL STABILITY = 1.3 MINIMUM FACTOR OF
SAFETY FOR GLOBAL STABILITY (25-YR WATER) = L2 MINIMUM FACTOR OF
SAFETY FOR GLOBAL STABILITY (RAPID DRAWDOWN) IL 6.3 SURCHARGE
LOADING LIVE LOAD (SIDEWALK/
LANDSCAPE AREAS) = 100 PSF LIVE LOAD tP.
ARICING/TRAFFIC AREAS) = 150 PSF 6A MAXIMUM APPLIED
BEARING PRESSURE = (SEE ELEVATION VIEWS) 6.5 FENCE
LOADING U HIGH POST
MAX..< 6' POST SPACING MAX.) DESIGN IS SUFFICIENT
FOR 200 1-73 SINGLE CONCENTRATED LOAD. 6.6 PlIR17ATIC
WATER SURFACE OR HYDROST.A PC WATER PRESSURE. FOR WALL 1,
DESIGN DOES NOT CONSIDER PHREATIC WATER SURFACE OR HYDROSTATIC WATER PRESSURE. DESIGN ASSUMES WATER IS SUFFICIENTLY
BELOW BOTTOM 017 STRUCTURE SO AS NOT TO INFLUENCE STRUCTURE STABILITY. FOR WALLS 2.
3 AND 4. ASSUMED EW' SHL
EI_.48.50 ASSUMED MEAN ANNUAL
PEAK STAGE EL.56.42 ASSUMED 25) R/
96H PEAK STAGE EL.57.84 7.0 SPECIAL
PROVISIONS 7.1 TH13,
DESIGN PRESENTED HP EIN IS BASED ON SOIL PARAMETERS, FOUNDATION CONDITIONS, GROUNDWATER CONDITIONS, AND LOADINGS STATED IN
SECTION 6G., AND INTERPOLATED FROM INFORMATION PROVIDED BY OTHERS 7.2 WALL
ELEVATION VIEWS AND LOCATIONS AND GEOMETRY OF EXISTING STRUCTURES AND GRADE ABOVE AND BELOW THE WALLS MUST BE \VERIFIED
BY THE CONTRACTOR. TO MATCH ELEVATIONS SHOWN IN THE CONTRACTDOCUMENTS. PRIOR TO CONSTRUCTION. 7.3 ERS
MATERIALS
ASSUMES NO LIABILITY FOR INFORMATION' SUPPLIED BY OTHERS SUCH AS GEOTECHNICAL REPORT, SITE PLAN. AND WATER ELEVATIONS. 7.
4 THE ON
SITE GEOTECHNICAL ENGINEER MUST VERIFY IN WRITING THAT THE FOUNDATION CONDITIONS WITHIN THE WALL .AND REINFORCE]) FILL ZONE. OF
INFLUENCE ARE SUITABLE= FOR.THE APPLIED BEARING PRESSURE LISTED IN SECTION 6.0. 7.5 THE SOIL
DESIGN PARAMETERS STATED IN SECTION 6.0 SHALL BE VERIFIED BY THE PROJECT GEOTECHNICAL ENGINEER. WRITTEN VERIFICATION' OF DESIGN PARAMETERS
SHALL BE SUBMITTED TO ERS MATERIALS AND PRIOR TO COMMENC ING WITH CONSTRUCTION. 7.6 IF
ANY
ROCK FORMATIONS AND/OR GROUNDWATER ARE ENCOUNTERED DURING THE CONSTRUCTION OF THIS WALL, IMMEDIATELY CONTACT ERS MATERIALS AT
678-903-3614 AND TILE OWNER REPRESENTATIVE, By 1CkBy YL RLC
7.7
ANY REVISIONS
TO DESIGN PARAMETERS STATED IN SECTION 6.0 OR STRUCTURE GEOMETRY SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO PROCEEDING
WITH CONSTRUCTION. 7.8 .ALL PIPES .
AND UTILITIES WITHIN 100 FEET OF ]'HE RETAINING WALL MUST BE CONSTRUCTED WITH WATER TIGHT JOINTS. T9 THE SITE. GEOTECHNICAL
ENGINEER OR OWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR EVALUATING TOTAL .AND DIFFERENTIAL SETTLEMENTS. 7.10
THE OWNER
OR OWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE SELECTION OF PERMANENT EROSION PROTECTION AND PERMANENT VEGETATION FOR
SLOPES LOCATED ABOVE OR BELOW THE PROPOSED RETAINING WALL. Designed By: AWN, fiaa
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N31384 Title: Date: CONSTRUCTION NOTES
10/31/
18 Project: Project No: SANFORD
HYUNDAI 18ACP084 RINEHART
ROAD SANFORD, FL
sheet No:
RW-2.0
NOTE:
NORTH ARROW DIRECTION 1S
APPROXIMATE, AND ORIENTATION IS IN
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KLIMA \AiEKS CIVIL. ENGINEERING.
NOTE = SITE PLAN VIEW IS FOR ILLUSTRATIVE
PURPOSES ONLY .AND IS TAKEN FROM:
SHEET: C400 - C404 GRADING PLAN
DRAWN BY: KLIMA WEEKS CIVIL ENGINEERING
DATED: 05/24/18 REVISION: 1
TOP OF \\FALL
177'1" \ ALL BATTER
APPROXIMATE GEOGRID COVERAGE
SCALE UNIT
80 40 0 80 160
111111111III,'
No 79689
FLORIDA CERTIFICATE OF AUTHORIZATION #M84
No. Date Revision 13y CkB7 _3 —1 J-/-.y 7'+ -
Designed By: Title: Date:
This drawing is being furnished for this ,, - „
1 ASS—o -7 1'IEDsJ..,- A®®®
1'L WALL L CATI N PLAN VIEW 10/31/18
specific project only. :1ny party 0 10/31/18 RELEASED FOR CONSTRIiCTION YL, hLC ,
7 7 J D jT ®®® accepting this document does so ui -. , aWO jr S'IT1 JC,TION; ®®®/ Drawn By: Project Project No: RSconfidenceandagreesthatitshallnot ._.7 . SANFORD HYUNDAI
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scale:
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NE. INV: 62:95
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PALL 68.65
NOTE:
NORTH ARROW DIRECTION IS
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KLINIA WEEKS CIVIL ENGINEERING.
TOP WALL 70
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r 60.50, b.o.w. 59.00 Lo.wt rST,
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Title: Date: No. Date
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is being furnished for this J J L C
1 ASSOCIATED , YL WALL LOCATION PLAN VIEW 10/31/18 specific project
only. Any party 0 10/31/18 RELIEASED FOR CONSTRUCTION YL. h1.0 r d _t% ME accepting
this
document does so in Drawn By: Project: Project No: ERSL CONSTRUCTiOFN: w®®® confidence and
agrees that it shall not i SANF' ORD HYUNDAI be duplicated
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sheet No: 25352 WESLEY CHAPEL
BLVD 7 PH (813f973 4425 : P v. RW-3.1
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FLORIDA CERTIFICATE OF AUTHORIZATION N31334
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By Designed By: Title: Date:
No. Date Revision CkBy J J!.._f-- -
This drawing is being furnished for this -f
J ASSO.CTA.-EDDD r YL ELEVATION VIEW 10/31/18specificprojectonly. Any party 0 10/31/1.8 RELEASED FOR CONSTRUCTION YL RLC
1 I , 1 ___1 ®
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confidence and agrees that it shall not f
1 aGON.TRU'C,'1ION oa o SANFORD HYUNDAI
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Jr Q'-S1 INC. AZ 18ACP084
disclosed to others without the consent --I _.7" --' '`"t — earthretention.eom RINFHART ROAD
1 =• I 1--ram- !-"' --' Scale: SANFORD, FL sheet No:
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2018 ERS ivIaterials. LLC LUTZ F.LESL I
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FLORIDA CERTIFICATE OF A1JTHORIJION #31339
Designed By: Title: Date:
No. Date Revision By CkBy
This drawing is being furnished for this
r E.J.AS`S'Oe''r'D, 1..1
e®'
YL ELEVATION VIEW 10/31/18
specific project only. Any party 0 10/31/18 RELEASED FOR CONSTRUCTION YL RLC
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confidence and agrees that n shall not 1
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of ERS Materials. LLC. i" 231 Rope Mill Parkway, Woodstock, GA 30188
Scale: SANPORD, FI_ Sheet No:
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2018 ERS Materials. LLC LUTZ—.'FL 33559- 1-._. cFX. (8.13)973.0485 T) 678.903.3614 F) 678.550:9862 SHOWN RAT-4,1
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7
FLORIDA CERTIFICATF OF AUTHORIZATION #31384
i—--t Designed By: Title: Date:
This drawing is being furnished for this No. Date Revision By CkBy -
specific project only. Any party 0 10/31/18 RELEASED FOP. CONSTRUCTION YL RLC ,
J ASSOI.ATED,r ; ®®0 YL ELEVATION VIEW 10/31/18
ace tin this document does so ing ' , ERSdCONSTRiCTION' Drawn By: Project: Project No:
confidence and agrees that it shall not SAND, ORD HYUNDAI
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disclosed to others without the consent , ,
PRODUCTS,INC1- earthretention.eom
18A Po8=
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FLORIDA CERTIFICATE OF AUTHORIZATION #31384
This drawing is being furnished for this
specific project only. Anv party
accepting this document does so in
No. Date Revision By CkB7 f.e.0 1 r .•
J J - ASSOCIATED
C i J , r 7 I
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Title:
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confidence and agrees that 1t shall not
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disclosed to others without the consent
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25352 WESLEY CHAPEL BLVD iPH (813)8ZZ4425 231 Rope Mill Parkway, Woodstock, GA 30188
scale: SANhORD, FL Sheet No:
2018 ERS klaterials LLC 1.. T) 678.903.3614 F) 678.550.9862 SHOWN RW-4.45.-,
MAXIMUM APPLIED
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IMPROVEMENTS REQUIRED TO PREVENT SEEPAGE
THROUGH RETAINED SOIL MASS. SEE CROS SECTION,
SHEET RW-5.2.
This drawing is being furnished for this
Specific project only. Any party
accepting this document does so in
confidence and agrees that it shall not
be duplicated in whole or in part, nor
disclosed to others without the consent
of ERS Materials, LLC.
2018 ERS Materials. L.LC
Date Revision By CkBv
10/31/18 RELEASED FOR CONSTRUCTION YL RLC
LEGEND
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KEYSTONE COMPAC III C
0
4"x18" CAP UNIT U) N
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YL
Title:
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T)
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DA P.•
GENS•. F,pi, No
79689 ST
4C/ S,
oNAA FLORIDA
CERTIFICATE OF AUTHORIZATION #31384 Date:
ELEVATION
VIEW 10/31/18 Project
No: SANFORD
HYUNDAI 18ACP084 RINEHART
ROAD a
SANFORD,
FL Sheet No: RW-
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KEYSTONE. COMPAC III y N CgRT4"x18" CAP UNIT •• •
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STA 0 + 00 00 \VALL STATION
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HORIZONTAL SCALE FEET N A
5 2:5 0 5 10
FLORIDA CERTIFICATE OF AUTHORIZATION #31384
No. Dale Revision By CkBy ) Designed By: Title: Date:
This drawing is being furnished for this / J ASSQCIATE,5D,<,_i
s®®
YL - ELEVATION VIEW 10/31/18specificprojectonly. Any party 0 10/31/18 REI"BASED FOI2 CONSTRUCTION YL. PLC
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accepting this document does so in L=CONS'FRUCjTION i®®s
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t
J
I \/
Drawn By: Project: Project No:
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AZ SANFORD HYUNDAI
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disclosed to others without the consent earthretention.com R'1NI3HART ROAD
f j .=
SANFORD, FL Sheet No: of ERS Materials. LLC. 231 Rope Mill Parkway,Woodstock, GA 30188
scale:
2018 ERS 'talerials. LLC
25352%%WEtLEY CHAPEL BLVD PH (913)973 4425` P
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115.25
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NOTE: SITE CIVIL ENGINEER SHALL EVALUATE
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IMPROVEMENTS REQUIRED TO PREVENT SEEPAGE o
KEYSTONE COMPAC III`y N
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DERST.,IYL ELEVATION VIEW 10/31/18specificprojectonlv.:1ny party 0 10/31/18 RELIASEll FOR CON'STP.LiCTION }`L, RLC ,
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No. Date Revision By CkBy } 1 Designed By: Title: Date:
This drawing is being furnished for this J J /„
Rsspecificprojectonly. Any party 0 10/31/18 RELEASED FOP. CONSTRUCTION YL RLC ASSUCIA TEDI i ®- YL ELEVATION VIEW 10/31/18 accepting
this document does st, in -; (_ONSTRUCTION ` o Drawn By: Project: Project No: confidence
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WHERE REQUIRED BY LOCAL CODE.
IF VEHICULAR BARRIER IS REQUIRED FROM STA.0+50 TO 1+80, THEN
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Fp 33559.- ;—: =. :.,-[ . FX:(873)973-04851 T) 678.903.3614 F) 678.550.9862 SHOWN RW— 5,1
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This drawing is being furnished for this
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ENDS OF GEOGRIU TO BE
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RINEHART
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ERS Materials. LLC. = - ' 231 Rope Mill Parkway, Woodstock, GA 30188 2018
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BY GRADING CONTRACTOR.
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m `
REINFORCEMENT AT 'u FENCE A SLEEVE (BY OTHERS) GUIDE. RAIL POST J- T
SUBSEQUENT tBY OTHERS)
1
t
REINFORCEMENT o s 2.0' MIN. 3.0' MIN.
ELFV.ATIONS. COMPAC III CAP UNIT CAP UNIT
nFEIT ELEVATION ELEVATION ELEVATION
NOTES
1. GEOGRID NOT SHOWN FOR CLARITY
WIND SCREEN, BOARD -ON -BOARD FENCE. T- `L
INSIDE OR PRIVACY FENCE IS NOT PERMITTED NOTE
MR,®
INSIDE CORNER NOTES: Z FENCE/H.4N'DRAIL MUST BE INSTALLED 1. GFOGRID NOT SHOWN FOR
CORNER -
3" OF 1. AT SUBSEQUENT REINFORCEMENT ELEVATIONS PER CODE OF SITE CLARITY. o 0
BETWEEN EXTEND REINFORCEMENT FROM OPPOSITE WALL Z Q
T
z oo G FACE.
GEOGRID l,T P.) . 2. F:STEND REINFORCEMENT BEYOND WALL FACE AOVERLAPPED 18
N U DISTANCE EQUAL TO 1/4 OF THE HEIGHT OF THE COMPAC III CAP UNIT PLAN - CAP UNIT PLAN
NCALLCH>.
PLAN STRAIGHT SPLIT UNIVERSAL CAPo=
OUTSIDE CORNER NOTI'S:
1. IN THE "CROSS -OVER AREA" OF REINFORCEMENT. OPTION OPTION
U ONE OF THE LAYERS OF REINFORCEMENT SHALL
BE LOWERED OR RAISED ONE COURSE TO ALLOW -DIMENSIONS MAY •DIMENSIONS S •DIMENSIONS S
PLACEMENT OF THE REINFORCEMENT WITH THE \%ARl" Bl' REGION AVAILABILITY 11%ILL AVAILABILITY WILL
PRINCIPLE REINFORCEMENT STRENGTH DIRECTION CONCRETE RASE USE 12" \%ARY BY REGION VARY BY REGION
PROPERLY ORIENTED.
O.D. CONCRETE TUBE
2. THE REINFORCEMENT SF ALL NOT EXTEND INTO FORM CONCRETE BASE USE
H / 2 OUTSIDE THE SEGMENTAL UNITS ON THE RETURN LEG OF CONCRETE TUBE FORM
CORNER THE 90"CORNER.
GEOSYNTHETIC PLACEMENT - OUTSIDE AND INSIDE CORNERS YPICAL HANDRAIL/FENCE DETAIL FT 7 TYPICAL GUIDE RAIL POST DETAIL F 10 KEYSTONE COMPAC III - BLOCK DETAIL
F\4-6.0 SCALE: NONE R1V-6.0 SCALh:: NONE. FW-6.0 SCALE: NONE. R1y-6.O SCALE: NONE
SAW CUT BLOCK TO
PLACE ADDITIONALPIECES OF GEOGRID WHEN
ANGLE EXCEEDS 20' GROUT 1/
2" OF PIPE. GROUT
VOID WITH 3.000 FO
li0 NOT OVERLAPCUT GFIll AROUNDVERTICAL STRUCTURES PS] (MIN.) NON -SHRINK GRID
LAYERS BEHIND WALL (FENCE. GUIDE RAIL, .AND FILTER FABRIC EXTEND 3.0' GROUT FOR FULL DEPTH ADDITIONAL
DRAINAGE FILL / LIGHT POLE FOUNDATIONS) OF BLOCK UNITS. F\
TEND WALL HEIGH]' / 2 AT ALL `(\ OUTSIDE
CORNERS OR RADIUS 3"
OF SOIL FILL IS REQUIRED BETWEEN OVERLAPPING
GEOGRID FOR PROPER ANCHORAGE (
TYP.) I o;®
Fw
a
e , °'®
z' SEE NOTES W
o O
Z goGiDRAINAGE
FILL EXISTING STRUCTURE / FILL° UNOTEu
NOTE:
1.
AT .
ABUTMENT. ALTERNATE FULL UNIT WITH HALF e UN•
lT F\%FRS' OTHER COUFSF, 1. CHECK \
PITH MANUFACTURER 2. START AT FIXED POINTS AND WORK INTO MIDDLE SPECIFICATIONS ON
CORRECT DIRECTION S7'.4R7'
GRID .4PPROX. 0.5", BUT NOT PART OF WALL OF ORIENTATION
FOR GEOGRID TO OBTAIN MORE THAN
l.0" FROM FRONT OF UNITS 3. DO NOT ATTACH BLOCK UNITS TO OTHER ro®`I
PROPER
STRENGTH
STRUCTURES SCOUR PROTECTION'
AS REQUIRED (BY
OTHERS) F 2-
1 GEOGRID INSTALLATION ON CURVES F 5-1 GEOGRID AT STRUCTURES BEHIND WALL F8WALL ABUTMENT DETAIL 11 PIPE PENETRATION DETAIL - ELEVATION FW-G.0
SCALE: NONE R\y-G.0 SCALE: NONE RW'-6.0 SCALE: NONE R\1%-6.0 SCALE: NONE DISTANCE VARIES _ SEE
TABLE BELOW)
24" (MAX.) SAW
CUT BLOCK TO 3" (MIN.) UTILITIES
DESIGNED WITHIN 1/2" OF PIPE. CLFARANCF BY OTHERS
GROUT VOID WITH 3.000 4' 1'FF
4' DIAMFTEN DRAIN''I'1LE . _ PSI (MIN.) NON-SIiRINI 3.507 NON WOVEN EII,TI:R FLEV.4TION VARIES) ,•'
i• _•-•-•-•- GROUT TO LEVEL ALONFABRG C. 12"
MINIMUM
X BLOCK COURSES
ALONG
PIPE, AND BACK OF BLOCK (BY OTHERS)
FINISHED GRADE LINE
RANDOMLY STAGGER GEOGRID h f f •'
r:. .. _ VERTICAL JOINTS GEOGRID
AND OTHER DETAILS I ,,;. ,,. .i . ° , ,; ; . n
E' ,• ; ,,f,,,.f,•'•.' ,: N NOT SHOWN FOR CLARITY a u' °P. ' ._ . .... . o o o
o PIPE NN m
STANCE VARIES
SCOUR PROTECTION AS
REQ DIUIRED (BY
OTHERS)
SEE TABLE BELOW) 2.••
C• •L7 `I REMOVE PORTION OF ADJACENT'
DAYLIGHT DRAIN U LI TIES ` `C • • ' UTILITIES DESIGNED i
DHROGIiT
DRAIN - 'o BYOTHERS ` N
9689 UMTS'1'0 ALLOWDRAINTILETHROUGHWALLDACETHROUGHWALL _ _ • THRU FACE .. II y * :• •..
k lu'
9181
II IT 1 I 1` I' I ICI I ' ICI T X _ _-•-•-•- = 2ND COURSE ABOVE
GRADE
11 TI III III_ • H=
W1ll,
TbIFI IFI=1r1-II~IIII ll1- •• GEOGRID NJI Sr COURSE
ABOVE
GRADE ,.i_I I „ I,J,IBIL I ARANCE - •-•-. - _ . CLEARANCE STA E
FCOURSE BELOW GRADE 6"
THICK GRANULAR • DISTANCE E E r 1 •• 4, LEVELING PAD PIPE DI.4 aN.)(nIIN.) -ll1= IIIII 1=I11- - L-IIEII-II-1=
II SPACING VARIES,/ 3 DRAIN
DETAIL 50'
M.4XIXIUNI F
6-1 STEPPING
BASE DETAIL GEOGRID AROUND UTILITIES 24 ss 12 PIPE
PENETRATION DETAIL -
CROSS SEC ?4 mf1111`,``\\ \ R\4'-6.O
SCALE: NONE RW-6.0 SCALE: NONE RW-G.0 SCALE: NONE R\V-ti.0 SCALE: NCNE FLORIDA CERTIFICATE O AUTHORIZA`= 431334 IV0. Date Revision By
CkB>' Designed By: Title: Date: This drawing is being furnished
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