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Selva Marina-1600 (14-0275) Retaining WallCity of Atlantic Beach __'.1,:'I Building Department rey 800 Seminole Road` ?014 Atlantic Beach, Florida 32233-54 Phone (904) 247-5826 Fax (904) 24 --- E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER (i o be assigned by the Building Department.) /�s 1 Oc) 7.5- yea" .5r APPLICATION REVIEW AND TRACKING FORM Property Address: Jk,00 Sf A/k,Ahent review required Yes No Applicant: Project: Building Q 7^� V£�! anning &Zoning Tree Adn � � )istrator ublic Wortes u Ic t' t+es Public S2 _Ay Fire Sery ;Review fee $ Dept $ignature Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: Reviewing Department (Circle one.) BUILDING PLANNING & ZONING TREE ADMIN. PUBLIC WORKS PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES wised 05/14/09 First Review: Comments: A nr!l1 it- A 11rIr%1h1 QT ATI It+ Reviewed by: Second Review: []Approved as revised. Comments: ❑Denied. Reviewed by: Third Review: [—]Approved as revised. ❑Denied Comments: Reviewed by: rea DI-0� Dat # Date: Date: PUBLIC WORKS PLAN REVIEW COMMENTS Date: of LAS - Initials: PNS" ML11� Project Name / Address : I t'� ?lam �/� I 1 /Al Al dl l I Al. _ n AnnHe=tion Dn. ;+ H. JCLL1U11cf►-votuj yr the rano ueveiopment Keguiations requires on-site storage for LDCS increased run-off if adding 400 SF or more impervious surface. Provide Delta volume ❑ ❑ calculations and on-site retention required per Section 24-66(b). (See attached information sheet.) PCTS If on-site storage is required, a post construction topographic survey documenting proper 0 ❑ construction will be required. RWPM A Right -of -Way Permit must be obtained for use ❑ ❑ REPM I A Revocable Encroachment Permit must be obtained. 1 ❑ 1 ❑ PLWP Pool — Wellpoint (if used) must discharge into vegetated area 10' minimum from street or ❑ ❑ drainage feature (swale, structure or lagoon). All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of DAPR pavement to the property line. Reinforcing rods or mesh are not allowed in the right -of- ❑ ❑ way. (Commercial driveways — 6" thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be URCT overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the ❑ ❑ plans. RWRS Full right-of-way restoration, including sod, is required. Check Box Check Application Tracking Comments to add Box to ROFF City right-of-way. (Approved: Advanced Disposal, Realco, Shappelle's and Waste Comment "Print" Provide table of impervious surface calculations for entire lot (existing and post IMPS construction). ❑ ❑ ECIN Provide erosion and sediment control plans with installation details and maintenance ❑ ESCP schedule. ❑ ❑ DPLN Provide drainage plans showing site topography (flow arrows, etc.) ❑ ❑ All runoff must remain on-site. Cannot raise lot elevation without measures to retain ❑ RMRO runoff. ❑ ❑ Provide construction site management plan, including Right -of -Way Permit if using CSMP right-of-way for construction parking. ❑ ❑ Provide a pre -construction topographic survey prepared by a Florida Licensed Professional TSUR Land Surveyor, showing 1' contours. ❑ ❑ JCLL1U11cf►-votuj yr the rano ueveiopment Keguiations requires on-site storage for LDCS increased run-off if adding 400 SF or more impervious surface. Provide Delta volume ❑ ❑ calculations and on-site retention required per Section 24-66(b). (See attached information sheet.) PCTS If on-site storage is required, a post construction topographic survey documenting proper 0 ❑ construction will be required. RWPM A Right -of -Way Permit must be obtained for use ❑ ❑ REPM I A Revocable Encroachment Permit must be obtained. 1 ❑ 1 ❑ PLWP Pool — Wellpoint (if used) must discharge into vegetated area 10' minimum from street or ❑ ❑ drainage feature (swale, structure or lagoon). All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of DAPR pavement to the property line. Reinforcing rods or mesh are not allowed in the right -of- ❑ ❑ way. (Commercial driveways — 6" thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be URCT overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the ❑ ❑ plans. RWRS Full right-of-way restoration, including sod, is required. ❑ ❑ Roll off container company must be on City approved list and container cannot be placed on ROFF City right-of-way. (Approved: Advanced Disposal, Realco, Shappelle's and Waste ❑ ❑ Management). Full erosion control measures must be installed and approved prior to beginning any earth ECIN disturbing activities. Contact Public Works (247-5834) for Erosion and Sediment Control ❑ Inspection prior to start of construction. MEET Recommend Owner/Contractor meet with Public Works Director to discuss proposed ❑ construction. Call 247-5834 to make an appointment. ❑ 0 0 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL =12233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1%�0 5'�4.v�t yylAi�,�l�l Irl eei +c. 13Ee4>j),,ri- Permit Number: Legal Description wt,T 1 31- r_ 4 Parcel # Valuation of Work $Ja7, 600,—Proposed Work heated/cooled non-heated/cooled Class of Work (circle one): New AdditionAl eratio i Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N /A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: 175c--1=144 /i a ctti.., ..3 '} ' -- i 3 Propertv Owner Information: Name:—/[ T-4-6ri rt City ^__. E -Mail or Fax # (OF Contractor Information: izie K State b-4 Company Name: 4k 1 v 1yl !CAU i Qualifying Agent: Address: iZ37L-, Zyr1",.,46 Zrf' ;z -1S. City i -U�z•«� State F,_ Zip :j2zz_j Office Phone `�c / 38 Ss'� Job Site/ Contact Number y-- z(/ S Z(9 Fax # State Certification/Registration # C'_ i3�- - 1'25 (oL, 15 Architect Name & Phone # Engineer's Name & Phone # t + Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address --� 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. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a�period ofsix /6) months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers. Heaters, Tanks and Air Conditioners, eta 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 RECORD[NG YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this application and know the sante to be true and correct provisions of laws and ordinances governing this ype o work', will be complied.r with whether eci ted herein or not. The granting of a permit does r t 'esume to give authority to violate or cancel the )rovisiow of any other federal, state, or local law regulating construction or the performance ofconstr ; ,. signature of Owner _ 'rint NameiG4 lefor ie his of 20 1 lotary Public o;Y. , SANUKA 111.*: MY COMMISSION # EE089096 -klftj�F EXPIRES June 04. 2015 Signature of Contractor Y�'G Print Name Before me Acfin9 in UBLIC - STATE OF COUNTY OF KENT OR BK 16660 PAGE 1348 MAP SHOWING SKETCH AND LEGAL DESCRIP77ON (SEE SHEET 1 OF 2 FOR LEGAL DESCRIP770N) 2. 6C�K 9 POINT OF BEGINNING NORTHEAST CORNER LOT 1, SLOCK 9 SELVA MARINA UNIT NO. 5 O p0. P.B. JA PO 29 N77.43'ZD•E 30. 6LOCK 9 I I I I f I I I 'sr, I G•a 4ECr R=175.00' l e 0= 4452'45" I 46 10..W 163.32' L=137.08' I 577 CB=N787939"W R=225.00' CH- 133.60' 0=46"20'33" L=181.99' R=25.00" CB=N79VJ'34"W D=9002'50" CH=177.07' L=39.29' C8=S32'44'45 "W I CH=35.37' SHEET 2 OF 2 I / i � y LEGEND n O G ABRR P C•P P.QB P 11CON frW Per,f Pwmnn/ RS/r nn Mnumnf PRhf L RN VDWWN R.LS k and Apr r n SCALE 1 iO JOB No.2011P.R.U. O Z -4 T O y a/ B kmh Pohf e/ (�Lirofwi ,{LL;;.t EW1P i � O page - P.I o% AAT. ACSMS 7�•w 0 $r Comp. rd. 1 14-advo RCI P.L R/y rl 2 I C/C Y. df[ I I I I f I I I 'sr, I G•a 4ECr R=175.00' l e 0= 4452'45" I 46 10..W 163.32' L=137.08' I 577 CB=N787939"W R=225.00' CH- 133.60' 0=46"20'33" L=181.99' R=25.00" CB=N79VJ'34"W D=9002'50" CH=177.07' L=39.29' C8=S32'44'45 "W I CH=35.37' G:%back9p062713Wrawin®slprojecls%P-T%SELVA MARINA113-14-B.dwg SHEET 2 OF 2 ASERENA77064 MAT AAAI BE LfUV AV The SORWV LEGEND DATE a-1-1,1 ABRR P C•P P.QB P 11CON frW Per,f Pwmnn/ RS/r nn Mnumnf PRhf L RN VDWWN R.LS k and Apr emits 0000K mmcq 7 O AM- SCALE 1 iO JOB No.2011P.R.U. POA a/ B kmh Pohf e/ (�Lirofwi ,{LL;;.t EW1P in EEE4efdG ILdl f Y WN WA R WAR & ASSW page - P.I o% AAT. ACSMS 7�•w 0 $r Comp. rd. 1 14-advo RCI P.L R/y IhwniyCurwlWl 1 a/ ilf•rwel/n 1 SbY C/C Y. df[ OwA• LJ+•• �ulr•I Dfern by wjw •I Kiel McaW lb/umI /`u) AA YI•M A c r RICHARD A. MILLER & ASSOCIATES, INC. PggaR.t. ppeeq6•• BuAdL'�v R••bkrJm tin• "IINO jr k pi��nce •RVa/. Fvl A.yr� pVdr PRLYESA9M4L 41NO SVRYEKWS 6701 WAC H BOVLEVARq a IE 2w Fw (901JJ 7YI-5738 EsmS (omm�l Cnc Vn Pb/ Cna�fr .A4CXSCNWUE. i1glroA J2216 TSN. (901J 721-1226 G:%back9p062713Wrawin®slprojecls%P-T%SELVA MARINA113-14-B.dwg OR EK 16660 PAGE 1347 MAP SNOWING SKETCH AND LEGAL DESCRIPTION LEGAL DfSCR/PAON: (SEE SHEET 2 OF 2 FOR SKETCH) LOT 1, BLOCK 9, SELVA MARINA UNIT NO. 5, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGES 29 AND 29A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH A POR770M OF SEC770N 8, SECTION 9, SEC71ON 16 AND SECTION 17, TOWNSHIP 2 SOUTH, RANCE 29 EAST, AND BEING MORE PAR77CULARLY DESCRIBED AS FOLLOWS• BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1, BLOCK 9; THENCE SOUTH 1276'40' EAST, 752.34 FEET ALONG THE WESTERLY RIGHT OF WAY LINE OF SELVA MARINA DRIVE ( A 100 FOOT RIGHT OF WAY AS NOW ESTABLISHED), 752.34 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY- THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 9002:50", AN ARC DISTANCE OF 39.29 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 32'4445' WEST, 35.37 FEET TO THE POINT OF TANGENCY- THENCE SOUTH 7746'10" WEST, 163.32 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY,• THENCE WESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 225.00 FEET AND A CENTRAL ANGLE OF 4670'33", AN ARC DISTANCE OF 181.99 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 79'03'34' WEST, 177.07 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE 5OU7HWES7ERLY,• THENCE WESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 175.00 FEET AND A CENTRAL ANGLE OF 44-52-451. AN ARC DISTANCE OF 137.08 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 7879'39" WEST 13360 FEET- THENCE NORTH 07:1642' EAST ALONG THE OPEN WATERS OF SHERMANS CREEK, 50&98 FEET TO THE SOUTHWEST CORNER OF SAID LOT 1, BLOCK 9; THENCE NORTH 1276'40" WEST ALONG THE WESTERLY LINE OF SAID LOT 1, BLOCK 9, 174.55 FEET TO THE NORTHWEST CORNER OF SAID LOT 1, BLOCK 9; THENCE NORTH 7743'20' EAST ALONG THE NORTHERLY LINE OF SAID LOT 1, BLOCK 9, 300.00 FEET TO THE POINT OF BEGINNING SAID LANDS CONTAINING 279,418 SQUARE FEET AND/OR 6.415 ACRES MORE OR LESS. THE � E AAS pR OMU �V AW IS N OT V A�ng41DA efC£Rsm swvlrrDR AYD WPPtrt rws oRAa/NG srerpt SHEET 1 OF 2 '• „' NAD eJ f. Bevnpe aSrs DCf6R1f N PK —1 0.0d Pohl PNman�nf RNNMCI Ya,1Wnm1 pow 0/ 88��*y9r,�kpl hp LEGEND DATE 8-1-17 VRoCwH AMP fi 12 A0/E{DRAP SCALE Na ? 1 -1�- J by Slole/w Mr tol AgqNPMa1rCT ,6 hee -1 66- dieter d mbe 0 on, Arob6lfy n.41, fhenaem bt no/ IM "'PmebiRy N them R.O -JW wn f O r/e' wvf yes[ >r A. T.Y. 4. These moyy ba RwhkfhRu w Eaeemmte of eMdw.eed by title e—butfl- thef how herein, lewave • 6aYCcMwPxG�PS f - Ppm Comp. F8e 1J-/AB.dwO not Vein ehmn, /4W 1lwrurW tRom) Drawn by WJM RICHARD A. MILLER & ASSOCIATES, INC. PROFFSSIQWL UND SURWYM �b An� eaaao 6701 BEACH Ba"VARD. SIR1C 200 Tae(901) 721-5756 ABBRCNARONS THAT MAYBE USED RO INS SURVEY JACRSOPOWLE. n0RVA .72218 Tele. (001) 771-1226 AflBRENAWN PGP. P.R.M. P.Q�d DCf6R1f N PK —1 0.0d Pohl PNman�nf RNNMCI Ya,1Wnm1 pow 0/ 88��*y9r,�kpl hp A98RC17ARON DCfVRT10N L.B. Lkmbed RL,S Rpy1 L SwM Jolkyamm fAc A, wnr Ai e q aver wr Ra riS1W AM) t[Gt oarslwl aevweO, YO N AfY.S1iAMfA we, Tnr feYr 110 MI/[R A/O III /GrM IY M Illi, lift- O<np61 12 A0/E{DRAP a1tN f5ef3e1RI]s1sr>- ItitteC R.O P�f % ewrr yGwwfunC e1 flm A. T.Y. /A�,Zgm�dwT RJJtww ¢¢QRV. R S eReeair� kbTR6 . volume rdi..,lG) A_ /4W 1lwrurW ,RvTa�,tPVrsaen _♦ eW d' �id BWdkV Rofrhflm Lh. �b An� eaaao MHDAY ,L ELR ST LY n.ORID, 1 clew Doamfe LANG "W 7?nCATE No. G:1tlackup0627131dwwing3lprojeda\P-TSELVA MARINA113-14.6.dwg DESIGN SPECIFICATIONS: . WALL HEIGHT (H) IS THE TOTE HEIGHT FROM TOP O WALL TO TOP DF FOOTING. .THESE WALLS ARE DESIGNED TO CARRY A SURCHARGE LOAD OF NO MORE THAN 5o PSF. MY SURCHARGE IN EXCESS OF THE DESIGN LOAD IS NOT PERMITTED. a A REPORT OF GEOTECHNICAL BOILS INVESTIGATION BY ELLIS b ASSOCIATES. DATED AUGUST 23, 2013' REPORT NO. 00<BOW3. HAS BEEN PROVIDED PRIOR TO PREPARATION OF THESE DESIGN PLANS. THIS DESIGN WAS PREPARED NITH THE FOLLOWING ASSUMPTIONS OF EXISTING SOIL CONDITIONS. BASED ON INFORMATION CONTAINED YATHIN THE SOILS REPORT'. SOILS CONSIST OF A LOOSE TO DENSE FINE SAND (SP) AND LOOSE TO DENSE SILTY FINE SAND MOTEj, NIC THEN.NEER T111UCTORBRWD WIIBSL ENOVERIFYWRHTHESITE GEONEGNTATI ENGINEER THAT THE ASSUMED SOIL STRENGTH CMMETERB ARE gTRENGTHTATNE ET THE SOLS AVAILABLE TO FOC WALL CONSTRUCTION. IF THE SOL STRENGTH PARAMETERS ME FOUNE SBE INCONSISTENT WITH THOSE IS THE ED BY THE ENG NEER O RECORD (E O LL THE DESIGN IS NO LONGERE E.O.R. .. LIDMO RH THE BE ERE ESILRY OFTHEWALL CONTRA CTO RTO NOTIFY THEE IRSOTMEWALL SYSTEM CM BEAINING WALL FAILURE TO NOTIFY THE E.O. R. MAY RESULT IN THE FAILURE OF THE RETAINING WALL. a SUBSURFACE SOTS MUST BE CAPABLE RE SUPPORTING WALL SYSTEM. R IS RECOMMENDED THAT WALL CONSTRUCTIONS MONITORED IS NOT PERFO SITE GEOTECHNICAL STT GEOTECTO VIER HNICAL ENGINEFYFIELD CONDITIONS. ALMS INFERS ALP SE CONSULTED THESITE GEOTECHNICAL ENGINEER, THEN A L WO I GEOTECHNICAL ENGINEER SHALL BE CONSULTED IN THOSE MATTERS PERT SEAJN O SOL CONDITIONS A INF FIR PERFORMANCE. THE FOCNNICµ TO CONSTRUCTION. UNSUITABLE TESTING FIRM SHALL EVALUATE THE FOUNDATION SOILS MC PRIOR TO RUCTION. UNSUITADMDILSQFANY),ASDE ERLED BYTHE PAUEDTE MH ENGINEER SHAH BE REMOVED rE D REPLACED WITH PROPERLY COMPACTED STRUCTURE B"A"NFILL L. UNSUITABLE OR SOIL CAUSE MINED M ANYLL SE THAT LEMEW.3 NOT HAVE SUFFICIENT B"A"N' MATERIAL FDA OR REINF SEEXCESSIVEWALLSETTLEMENT. . FILL MATERIAL FOR TME REINFORCED SOIL ZONE SHALL CONSISTH A NONPLASTIC, GRANULARSOIL. FREEFROMROOTS SN DEBRIS. HAVINGLESSTHAN10TO 12PERCENT MATERIAL PAWING THE AN FIN MESH SIEVE AND CONTAINING LESS THIN 4 PERCENT DROMIC MATERIAL (CLEAN FINE SNE) .WALL BACKFIN MATERIAL SHOULD BE TESTED AND APPROVED BY THE SITE GEOTECHNICAL ENERNEESM FOR TBE IN THE REINFORCED SOILGONE. o ALL BOILS MUST LA COMPACTED IN MINIMUM B -INCH LIFTS TO 915% MODIFIED PROCTOR AS DETER.'WALL CO BY LABORATORY TESTING. .T' WALL CONTACTOR SHALL RETAIN THE SERVICES OF A GEOTECHNDAL DENGINEERCOMPACTED PERFORM ORCED SAOµ TESTIER OF THE REINFORCED BACKFILL PLACED AND COMPACTED IN THE REINFORCED BACKFILL ZONE, TESTIER FREQUENCY ISMS FOLLON9 (OR AS DIRECTED SV PROJECT SITE GEOTECHNICAL ENGINEENJ ONE TEST FOREVERY 2 FEET (WALL. ) OF FILL PLACED AND COMPACTED. FOR EVERY 60 LINEN FEET IOTESTURETAINING WALL. D. VARY COMP ACTION TEST AREA COVER BYTHE THEHTIREARU TIEDC REINFORCED SOL ZONE.INO WING THE AREA COMPACTED BY THE IUNDOPERATEO COMPACTION EQUIPMENT. .FINISIED GRADEMUST PROVIpEPOSITIVEDRAINAGEAWAYFROMBASER WNL. EROSION PROTECTION ORNRA90p aHALLBEPROVIDEDFORNLSLOPED MEASAFTER A ME o UNIT MADE FILL 133E -GLEN CRUSHED STONE, AVOTHAT N AGGREGATES THAT MRWND IN NATURE. o LEVELING PAS IS CRUSHED STONE BASE MATERIN, COMPLETELY WRAPPED IN FILTER FABRIC. . ALL M D MUST BE OF SHOINN ATE TYPE AND LENGTH SPECIFIED IN THE PLANE. .ALL TO LENGTHSSHOWNMEACTIN LENGTHS AS MEASURED FROM THE CONNECTION PINS TO THE END THE D. o GEOTEXTILE FILTERR FABRICIC SHALL BE MW. O OZ. FOOT DS E EQUIVALENTRECORD o UTILITYATION OF HE WAS NOT PROVIDEDTOTHE ENGINEER OF RECORD FOR THE PREPARATION OF THESE BANS, AND THEREFORE NOT INCLINED. IF UTILITIES ARE LOCATED VAN THE PROPOSED REINFORCED ZONE THE ENGINEER OF RECORD MUST BE NOTIFIES PRIORR TO CONSTRUCTION OF THE SEGMENTµ RETAINING WAILS i0 REVIEW THE DES SNANDERPLANS MOOIFICKTIONSTO THE DESMON ANDER PLANSMAYBE REOUREO. o URUTIES MUST BE PROPERLY DESIGNED (BY OTHERS) TO MTHSTMD ALL FORCES FROM THE SEGMENTAL RETAINING WNL UNITS. REINFORCED SOIL MASS AND SURCHARGE LOADS (IF MY} o STORM DRAINS ME PRONE TO LEAMNO. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 FEET BEHIND THE RETAINING WALL. THE STORM WATER PIPE MUST BE WATERTIGHT. NEOMENEO-R)NGSMUSTBEINSTNLEDATNLSTO PIPEJOIMS,ASA MINIMUM. o WATERLINES.INCLWINGIRMDAnONSYSTEMS.MUSTBEWATERTIGHTNM N100FEET BEHIND THE RETAINING WNL. LEAKAGE BEHIND A RETAINING WALL WILL INCREASE THE HORIZONTAL PRESSURE AGMIST THE WNL LEADING TO WNL FAILURE. FOR THIS REASON. SUBSURFACE WATERLINES AW IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED CARNES OF THE RETAINING WNL. OR AMTHIN 5 FEET OF THE REINFORCED ZONE. . CONTRACTOR SHALL REFER TO KEYSTONE SPECIFICATIONS FOR PLANTING AND LANDSCAPE REOLXRENIEWS. PROPER LOCATION AND DEPTH OF PLANT ROOT BNL IS CRITICAL TO MOORS PERFORMANCE. e FOR SPECIFIC DMENSIOUL INFORMATION OF WNL LENGTINSMO LOCATIONS, pLFAoc REFER TO CIVIL DRAWINGS BY TAYLOR b NATE. INC.. LATEST EDITION. THE WNL DESIGNS PROVIDED ME NOT INTENDED TO BE 'STAND ALONE' DCM.YANGS. WNL CONTRACTOR AND GENERAL CONTRACTOR ME REDUIRED TO HAVE A COMPLETE UNDERSTANDING OF MY AND ALL OM ER STRUCTURES THAT MAY INTERACT WTH THIS SEGMENTAL RETAINING WALL, THE WALL CONTRACTOR AND GENERAL CONTRACTOR MUST REFER TO A FULL SET OF UPDATED CML PUNS FOR TME PROJECT TO ENSURE SUCCESSFUL MNSTCU MAW PERFORMANCE OF THE WALL SYSTEM, THESE WALL DESIGNS SHOULD NOT BE REFERRED TO FOR CURRENT SITE INFRASTRUCTURE INFORMATION, CONCRETE - a CASTMN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 20 DAYS. o REINFORCING STEEL: SHALL BE ASTM MIS, GRACE 80 o CONCRETE MD STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC. STEELREINFORCEMENT: o STEEL REINFORCEMENT BHML BE IN ACCORDANCE NTTHH FSC, ACI 318 AND AS NOTED IN THESE PUNS. REINFOMWWSHALLSEADEO MLYSPACMMDAOEDIUTELY "MATED BEFORE CONCRETE IS PLACED. a CONCRETE COVER SMALL BE IN ACCORDMCE WITH ACI 31a. SECTION 7.i1 AND AR FOLONS W FOR CONCRETE CAST AGNNSTMD PERMANENTLY EXPOSED TOEARTH o VERTICAL AND HORIZONTAL ReMFMCEMEW WILL BE LAPPED FOR A BM DIAMETERS MIN. . CORNER REINFORCEMENT SHALL BE LAPPED W. ABN. o ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DUORAMS MD PLACING OETMS OF Aq STANDARDS. ALL REINFORCING STEEL SHILL SE HELD SECURELY IN POSITION WITH STANDARD ACCESORIES DURING PLACING OF CONCRETE. SPLICES IN FEINFORCMG. WHERE P MTTEO. SHALL M AS FMLN : MASONRY: Q BAR DA CONCRETE: 00 BAR DA ALL REINFOCING STEEL SHALL SE PLACED IN ACCORDANCE KITH THE TYPICµ BEEN NO DIAGRAMS AND PLACING DETAILS. STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC CHAPTER 22. 3ENERAL NOTES: ' WALLS SHALL BE CONSTRUCTED IN ACCORDANCE VMTH KEYSTONE SPECIFICATIONS AND GOOD CONSTRUCTION PRACTICE. ITIS RECOMMENDED TUT THE E O R. ANDER A REPRESQNTATNE OF CONTECH CONSTRUCTION PRODUCTS, INC.. BE PRESENTDURING THE FIRST DAY OF WALL CONSTRUCTION FOR OVERGGHT OF CONSTRUCTION OUNITY AND METHODS. E.O.R. IS NOT RESPONSIBLE FOR MEMS AND METHODS. PROCEDURES. TECHNIOUES OR BEG I£NCES OF CONSTRUCTION, NOR FOR THE SAFETY ON THE JOB SITE, NOR 9HALLTE ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. E.O.R. IB NOT RESPONSIBLE FOR CONSTRUCTION INSPECTION NOR FOR FINAL CERTIFICATION OF CONSTRUCTOR. THEE.OR.3HNLMNOTIFIEDIFEXISTINGSITECONDnO SDEVIATEFROMORIGINAL INFORMATION PROVIDED TO SA— KLEIN ENGINEERING, PL OR IF CHANGES ARE MADE FROM ORIGINAL MOON OR LAYOUT. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES UTILITY EASEMENTS, WATERSHED EASEMENTS. MANY OTHER TYPE O EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE BITE CIVIL ENGINEER. THE ENGINEER OF RECORD ASSUMES NO LIABHLITI' FOR THE LOCATION OF THE SEGMENTAL RETAINING WNL. OR IF CONSTRUCTION OF TEPROPOSED SEGMENTAL RETAINING WALL ENCROACHES MY PROPERTY LINES MEM$. ITIS IMPERATIVE SITE SITE BUCVEYING OF THE SEGMENTµ RETAINING WALL BE DONE BV THE CIVIL M SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITE/GRADING A/p MOT PROFILE PLANS DONE BY THE ENGINEER OF RECORD. SURVEYING OF THE IteMENTAL RETAtV.40 WALL MUST TAKE INTO —1 THE DESIGN BATTER INOfATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE FAILURE TO TAKE IMO ACCOUNT WALL BATTER FOR SEGMENTAL RETAINING WNL SURVEYING HILL PRODUCE H IMHAN CT LOCATIONS OF ALL TOP OF WAILS AND SHALL BE CORRECTED AT NO COST TO THE ENGINEER DF RECORD. Min. 3'B TO G --d MNb To F. NPP«AiadN— SpepButbne(embAtletlalahown M rder«Kt Dldy) 2.0'A2.33`ACa6RclM Concrale Fooie rd T '1)858 Ne Dal11., T8BN1 I /3 Tisa 1B' o.c. Eabeded iMD GmM Filtl KeyebM UM a Relit rM Sol I aAR -T �GR°z IM eE IXX)E III—LORW DNG ESV AY JOIKTB AILF Flom Feoe OBbd DwxaIErEFOorNc U bns CompeD 11 lAlb Fo«getbn Sd / — Gecteft FOR, Fe -Up Mi,. 17 �aYSII--wqPw �aele OppbII r Bed eAbWII NI GM WI UM.FiSFil«FMnc Antl KyeE �•"`^""�"^^"""' AMAbIM Rmd. SAA LAY«/ Intl«FM Bbd Gravel Beddq Idarlaee, N SDOAn NPp THErHAa axEETeap«+ tical 7.5' Max. Exposed Reinforced Wall Section With Guardrail - Wall Section 1 Begin North East Comer to South End of Pool - East Side of Sherman's Creek (t 482 LF) Begin South End of Grassed Area towards Bridge Headwall - East Side of Sherman's Creek (t 80 LF) (Coordinate with Landscape Architect For End of Railing Section) C-IPN.VIM -1-1M'SRNMA b' Mb. L- P..." Sal ,®' LbMN d E—YROm SEE DETAIL, 61EET S3 FOR FENCE ANCHORAGE TOW =050' K"-. Coapt 11 UMN r � 3 o M -RUmHDei0' FE (1 CMAeO ock «Smre) IV VIVA mit � i GedmdM FE«FeDrk-IAP Ail. 12'J A-SR—L cd CmaaleoPp. III tl SINN FORMNQ PM AMR eeA,Between Exh(YMIry« Ue FRIA Bk Fib AM KsyeO And Abxlg R.W. SDN lAy«I Und«Fiel Bbd BEE PYx: ourLETDETµ.aHESRea Greven BecMB lydMace, Ae!Sloven MREAEG END SECTION WtiALLPN+E Typical 10.5' Max. Exposed Reinforced Wall Section PENETMTKJNe. FP0. ANE Wall Section 3 Wall Section North and South of Bridge - East Side of Sherman's Creek (t 132 LF) CP UNI-1-1M'Selped MN,. 3'8 TIN GMMai MI TD F." Par MAnMIN-- SpepFH —(enlD .NIekawn, M rdm«m ody) z.Dx2.uspoTbRW" Q—e Fo T.A.-\ T I1)>S Ran CM 113-®18' o.c. Embdad ab Grout FEtl NgeMs Udb r Mbl. 1— P—I'M Sol 44 2' :- Ree%pH6ee 343 -. ... I cud I77e3W1 Ea Appovlub Lmdn d 1'Ofla4Flom Face OBbd IMDEJwAxegx TxMNn EVERv too lFvmlwl F/JxDxETE F1X1 � KMblro Compec It UrMa OnNa3e FII(W pp' Jled Rod«SNKM) i o FouMmbn Sd� .•••'u..lw.... �. U«eNd«ced Convei PCruMwe GedeAtib Fe—NI,E lap MmSbne LewYp,F.Nh AM KW Bed Abut FacllGMl.1N11 UMB,FivtB FbNc Antl Keied And Abrq RNd. Sol Uy«/ UM«FNS18bd DEatnl�o ATiaA Gnvm BIGMI ITM1edAce, AN SNaxn PPECUTLET OEDTTANA N,EEr Typical 8 0' Max Exposed Reinforced Wall Section MREREp Ex08E _ PENErRATw=, IFAPH With Guardrail -Wall Section 2 Begin South End of Pool to South End of Grassed Area - East Side of Sherman's Creek (t 124 LF) Compp IMI -1-1M' Sd6ed Ged NDrb- LuCaebaC RNi M &G,.Le —pp. - B - N, &µNMaen Fd GM LAm Gadin FANr F ab AMI Keyetl AM bRW.6I FM Bbd W ETDa. swC MBeMlMm,NS—,I 0 Erro BEDTKN SEE DETAIL, SHEET SJ FOR �tl1EPFNEL,R'op"°' AppL Typical 8 0' Max Exposed Reinforced Wall Section FENCE ANCHORAGE Wall Section 4 South End of Property South of Access Road - East Side of Sherman's Creek (t 230 LF) C«ry IMT-1-1N'Se1Ded NS Y _R TroBE Mp 00X GHENT V BE E%POSFD W_Al1LElONTF'N GYRI AEIxw M TMIBNa CR28�.1010 8' Mil. Lw PamisWb UM D kwl FE (1M' GeoleMlb FiRer Fe -Lep Mb. 17 ,.'a{ �Cnphed Rod «SbIM) R -NM S—LwaFB Pod—pp.b Geri— Fil« F'We A-1 Keyed BEE DETAIL, BNEET-FOR Apprwimvi �� - GKdDedh=195 NWL'x Ta' LinYsd FENCE ANCNCIFUMM a EanveBNn � "^ 9OT `s: Ta Fo«getbn Sd / — Gecteft FOR, Fe -Up Mi,. 17 �aYSII--wqPw �aele OppbII r Bed eAbWII NI GM WI UM.FiSFil«FMnc Antl KyeE �•"`^""�"^^"""' AMAbIM Rmd. SAA LAY«/ Intl«FM Bbd Gravel Beddq Idarlaee, N SDOAn NPp THErHAa axEETeap«+ tical 7.5' Max. Exposed Reinforced Wall Section With Guardrail - Wall Section 1 Begin North East Comer to South End of Pool - East Side of Sherman's Creek (t 482 LF) Begin South End of Grassed Area towards Bridge Headwall - East Side of Sherman's Creek (t 80 LF) (Coordinate with Landscape Architect For End of Railing Section) C-IPN.VIM -1-1M'SRNMA b' Mb. L- P..." Sal ,®' LbMN d E—YROm SEE DETAIL, 61EET S3 FOR FENCE ANCHORAGE TOW =050' K"-. Coapt 11 UMN r � 3 o M -RUmHDei0' FE (1 CMAeO ock «Smre) IV VIVA mit � i GedmdM FE«FeDrk-IAP Ail. 12'J A-SR—L cd CmaaleoPp. III tl SINN FORMNQ PM AMR eeA,Between Exh(YMIry« Ue FRIA Bk Fib AM KsyeO And Abxlg R.W. SDN lAy«I Und«Fiel Bbd BEE PYx: ourLETDETµ.aHESRea Greven BecMB lydMace, Ae!Sloven MREAEG END SECTION WtiALLPN+E Typical 10.5' Max. Exposed Reinforced Wall Section PENETMTKJNe. FP0. ANE Wall Section 3 Wall Section North and South of Bridge - East Side of Sherman's Creek (t 132 LF) CP UNI-1-1M'Selped MN,. 3'8 TIN GMMai MI TD F." Par MAnMIN-- SpepFH —(enlD .NIekawn, M rdm«m ody) z.Dx2.uspoTbRW" Q—e Fo T.A.-\ T I1)>S Ran CM 113-®18' o.c. Embdad ab Grout FEtl NgeMs Udb r Mbl. 1— P—I'M Sol 44 2' :- Ree%pH6ee 343 -. ... I cud I77e3W1 Ea Appovlub Lmdn d 1'Ofla4Flom Face OBbd IMDEJwAxegx TxMNn EVERv too lFvmlwl F/JxDxETE F1X1 � KMblro Compec It UrMa OnNa3e FII(W pp' Jled Rod«SNKM) i o FouMmbn Sd� .•••'u..lw.... �. U«eNd«ced Convei PCruMwe GedeAtib Fe—NI,E lap MmSbne LewYp,F.Nh AM KW Bed Abut FacllGMl.1N11 UMB,FivtB FbNc Antl Keied And Abrq RNd. Sol Uy«/ UM«FNS18bd DEatnl�o ATiaA Gnvm BIGMI ITM1edAce, AN SNaxn PPECUTLET OEDTTANA N,EEr Typical 8 0' Max Exposed Reinforced Wall Section MREREp Ex08E _ PENErRATw=, IFAPH With Guardrail -Wall Section 2 Begin South End of Pool to South End of Grassed Area - East Side of Sherman's Creek (t 124 LF) Compp IMI -1-1M' Sd6ed Ged NDrb- LuCaebaC RNi M &G,.Le —pp. - B - N, &µNMaen Fd GM LAm Gadin FANr F ab AMI Keyetl AM bRW.6I FM Bbd W ETDa. swC MBeMlMm,NS—,I 0 Erro BEDTKN SEE DETAIL, SHEET SJ FOR �tl1EPFNEL,R'op"°' AppL Typical 8 0' Max Exposed Reinforced Wall Section FENCE ANCHORAGE Wall Section 4 South End of Property South of Access Road - East Side of Sherman's Creek (t 230 LF) C«ry IMT-1-1N'Se1Ded NS Y _R TroBE Mp 00X GHENT V BE E%POSFD W_Al1LElONTF'N GYRI AEIxw M TMIBNa CR28�.1010 8' Mil. Lw PamisWb GeoUadlb FE«Febic-L Mn. 12'f I Unrwdamd Cawele« CI-- OE°OOYrtauinA nTEAOe W Bed B«AOen Eed ISM "m« GedeM.F—AMKeyed And AbW Rwf, Sal LIRM I UM. F. Bbd Gnrm Baakke I.«lace. Ar SNam MRFAEDEMTioe CIIAOHli Typical 5.7' Max. Exposed Reinforced Wall Section PExETRATgNe,cAlq Wall Section 5A South End of Property South of Access Road Each Side of Pipe Outfall - East Side of Sherman's Creek (t 230 LF) Capt UM-1nu'S a �a 1rd w - WY�I SEE DETAIL, SHEET 63 FOR iY.) Z FENCE ANCHORAGE O Cn Q W J J (n H mQZo Z In In Wooc Z _j U SEE DETAIL, SLEET S -3W J Ly W FOR ELEVATION Q — Z VIEW OF CONCRETE COLLAR W S W CLJ D REVIS101 Faurtlelbn Sd \ AIR WBy Civil Pb M GeoleMlb FiRer Fe -Lep Mb. 17 -� Neysbrn ConpAc II Unlb S—LwaFB Pod—pp.b Geri— Fil« F'We A-1 Keyed BEE DETAIL, BNEET-FOR U.. F. Bbd �� - GKdDedh=195 Reinforced Wall SeeUonReinforced Wall Section B' Mb, Lw FENCE ANCNCIFUMM RdeNrod Sof Parnlsebb Sof Tav=3.3a-BID MAIL -.-Randwced •., �T> UM Dm.,FRI(3M' ..-.... Kayataw Carnpec 11 WIN,.::. .•,:... ..... ._o CNIRad Ra*«$bne) ' 2e GM de W.a DNt DeaMBe FE(3M' C --Rods SN—N)' AprPAimale tY Comma Crier iw J: NAIL=s 10 G Aalldarded eel d i Fanvatbn5 p a Mb. tOa RIp Rp Mm la aay 9e'PIPEINV-R- 0' d BOT • 1,3.a - �n wl SEE PwE OUTLET OETAIeI@TBAFOR PENETRATIwa. IF APP-. SmM Ra GeoUadlb FE«Febic-L Mn. 12'f I Unrwdamd Cawele« CI-- OE°OOYrtauinA nTEAOe W Bed B«AOen Eed ISM "m« GedeM.F—AMKeyed And AbW Rwf, Sal LIRM I UM. F. Bbd Gnrm Baakke I.«lace. Ar SNam MRFAEDEMTioe CIIAOHli Typical 5.7' Max. Exposed Reinforced Wall Section PExETRATgNe,cAlq Wall Section 5A South End of Property South of Access Road Each Side of Pipe Outfall - East Side of Sherman's Creek (t 230 LF) Capt UM-1nu'S a �a 1rd w - WY�I SEE DETAIL, SHEET 63 FOR iY.) Z FENCE ANCHORAGE O Cn Q W J J (n H mQZo Z In In Wooc Z _j U SEE DETAIL, SLEET S -3W J Ly W FOR ELEVATION Q — Z VIEW OF CONCRETE COLLAR W S W CLJ D REVIS101 Faurtlelbn Sd \ AIR WBy Civil Pb M GeoleMlb FiRer Fe -Lep Mb. 17 U«e'vtlmd Conuete«Cnebed Bed B—M,FAMGridlaY« S—LwaFB Pod—pp.b Geri— Fil« F'We A-1 Keyed AGM A.,Rekd. Sol LAA«I GravM Becldll la«Iece, lM SlnNn U.. F. Bbd Typical 9 7' Max.pical g 7' Maxx�sed Reinforced Wall SeeUonReinforced Wall Section Wall Section 513 13-186 $--1 SEE DETNL. SHEET SJ FOR H' Mn. lav FENCE ANCIgMGE SEE OETNL. SHEET 8-3 FOR a' Mn. Lw FENCE gNCIgRAGE 01, Low PxmaaMbW Sri SEE DETAIL, WET � ENCS ANCHORAGE OR ciN o Y P Psmwbe Sol PermrbM Son TOW=B.ar L:7� g ajY' TOW =, °°' Keyatane Compo[ II UniteTi RWinM SON TOW=,.ar K bne Comwc II Unb Keyab'e C«npx 11 Univ Gitl Depth 74 - v i G pie&5 .. ) GM 0.pIM1 HS:: gppna Fdl ZA Uli dunnage FK (Ya' Lininm cnaMtl Rook.iNc) ' a ReMMetl Sd . ' 2a ", IInY GaMaW Fa i '. Crushed Pukes slope) 9 'b S 'O $ , - 2< Sol Unq Orelrege Fil (31a' TUw F • ■p Eltivem m Ri(nbcM 5o1 A ReidbrcM RataNed Sol b CrwhM Roda3bw) i h tPe O a / f� S2 Approanun " _ 1 :1. q imM a S ' if FwMadon Son E.—n- Ex Lssd Exwvetnn n ot)I� eo •:+v ylisyE `Unlwlforcetl CannMs a G twd �� GedenM Fis FabM-Lap Mn. 12' Stone Laveap Pad Wrapped n Beck BeMesi FichGM lays GebbarksFar Fabic AMKeysd )y" gig N N And A" Retia. Sol Lays l uMSFWBbd, GnM Bacml lmeaaca, As srown FwMalbn Sol \ l Canvate«CrwhM FwMaibn Bal �k '�a b �� UJ jN dac air erggrn evelFas eES P S Uirdmdwd Gedalie Fier Fabric -W MF. iT Sim Lavaap Pad WnppM n Each GM e.d BriKaxxi lays Fir Fbnc AM KayM GmlmcNe LaP GedetlM F1ob Fabric- Mn.1T e.A BAlong Fath GM Lays UrvaYa«ctl Wrwrsaa Ctlallea L P VYra aped n Sba M �N Fns FabM AM KayM yy F F e 0 "2 ti � N U N O W N N Z _ PPE VIrHSEb Fwp eLcrw PexEraArnxs. r Av icAetE Gnvel And Abp Rand. Sol lays) VM FN Bbd Bac101 Imslaw. Ae Shop, AM Along Reim. Bol Layer+ Gmtexae UMs FM Bb* ti f M Q K OD m Gavel BaddA lmafaw, qs storm 12: Z K Typical 4.0' Max. Exposed Reinforced Wall Section vPEgrRBT°ETALaHEE,BJnLR Exposed Reinforced Wall Section n nn Wall Section 6 ""'EREE°iRf1p8FQfA"1O1'FA'�""r Taxa. iPAPPIK.wLE Typical 6.0' Max. Exposed Reinforced Wall Section Typical 7.0' Max. t�A z z a l Begin South West Comer - West Side of Shennan's Creek (U land) (t 50 LF) Wall Section 7 West Side of Shertnan's Creek Wall Section 8 o°.eoPe West Side of Shertnan's Creek - North and South of Bridge_ P IE Spy zQQ>clo 3 z m W4 canw.a udo-,nH• sem.d Compec UnY-1-1H'sam.d APRKAeB uM-1- -smbadc Connpec 6^ p3 OLJ yo InzX pIyii`^ W:-2 SEE DETAIL, SHEET 3 FOR3Fab SEE DETNL, SHEET 3 FOR w<^� Q d FENCE gNC110RAGE H' Mn. lav FENCE ANCHOMGE lo Psmrbb sot to F Tow•a.aa � Kava_ comwa it unto e' Mm. lav Place Additional Pieces of Geogdd W -GM Deiih-,S PamwbN 3o1 KsysbaCPmpac 11 UNb Angle Exeds 20' When A m I I1't� I RetanM 9dl ' , -_ r • e so 3" of Soil FN a Required Between Alli « - y ?L Ud dairogs FY (3/1' Crushed Rock a(.,. iv i, Ra a— SoY _ ... Rem«betl lb1 :N ..., UM Drainage FYI (ala' Overlapping Geogrid for Proper Anchorage °ro9e iTYP) ,, l x L' �. R nk a b 8y .1, a ' .'., Cloned Rork air 5bw) Gm.IT.Nh=e.5" �r „ s Additional Drainage Fig Y•4! ExwvaHon -. : _:1.o Units alnsMe Exo, .. Extend Wall Height 12 �x u m�` = Grd Depk S.s', - 1 Drainage Fill FwMalbn Sol FouMatbn Sai Gmtadia Fix FabM-L .IT 12' Uion, Uwd Con—klWanp nehM aP Sone Ped L Vwa e.<aq FPM n B" Bodeen Each Gad, Unread 'W Conaele «Clashed GededN Fns Fabrb-la Mo. Up SbneL Ped Wn Incl W ys GaotaAM Far Fabic Artl Kaye) AM Abng Rein. Sol Ley«I UMer Fiat Bbd GnM Bectda Imarfew, As Shoan BedeeAlong Each M Layer u_FMFid, AM KaYM AM Abp Redd. Sol Leys/ UM«Finl Blod Ij M/2 i Q I— J W' Gavel Baddi Maedaw, Ae SlawnJ I Note: 0 Z Q O rnATA�o� 1. Clladc with manufacturer spedfiptbns O � O� on correct direction of orientation for O 5' Q geogrid to obtain Proper strength. U U Z tL r a PLoaTr�ToerALaHrtTHaFaR Typical 6.0' Max. Exposed Reinforced Wall Section 6EE WRBT.TgL.eHPE,NP«t TVpical 3.5' Max. Exposed Reinforced Wall Section H/2 = Z of z Px EKErP�rgn AP M tL Wall Section 9 North Section of Wall - West Side of Sherman s Creek `"'E"Fn r"°ae`To'°'"F""'nE pE1E1i"T0N8' 1P°L"H1 Wall Section 9 North Section of Wall -West Side of Sherman's Creek Geogrid Installation on Curves Q 5 o g a v w Q Compee unit-l-19'Sbi c«ry uni-l-1H'selbad w F m m j Base Leveling Pad Notes: r „p,a amt cap unit lY J o Wit ~ WZ 1. TM Wein pa a Is toed WMM: 1B' awww.amwan.e sba ems: ii Dash: 1a 1? F m z In a 2.00o win unneidaced Height a e�K 50 Ya apnvae • 3' of Sal FIN o Required Between H / 4 Q J O IJ J U aq j- Overlapping Geogdd for Proper Additional GOvedep O Q I— to 2 TM teesblMatbn w lobe /f " Unit F.. Anchorage (Typ.) Height Extend Well HHeight / < Q aFaved aby to eine gsotedxkal I sgYas pMmFbwmeH died - :t:; '• Additional Drathege Flll t toward pad. ( Extend Wall Heigh /2 ;I ,�{ dtl PKWOE TIE PUNS Togva ENtl Ean'rodn H/4 LYnM`i: f Drainage Fill Y e' melee Rook « Note: U u«eaY«cM conaad I' 1. Check with manufect.—P-11katbm O (f) _ Laysip Paa H/2 on correct direction sorlenMdon for J J or esu aoi FEBTAro aHNL wiIH.Kn�e�Af€'sr Compac Unit/Base Pad Isometric Section View I I II I glyognd to obtain proper strength. m H • Dnaroiore H waghl May vary by Region I 2. Comer units recommended for outside conams. A vaiability May Vary. � � M/2 + • Geoarid Installation at Comers w Q �3 U Note: 1. The Musing pad is b be mnsaUped o1 2000 i umeinforced Cao Unit Elevation Cap Unit EleveOon m 5 Copac Elevation (2)- a• Cap Lin « /' Cap anti 8• (1) - e' Cep Unak Keystone Unit B. orushW stone a psi be w 1,2'x51W Fiberglass Peds HREVISION tai' 1e• Rear Pin Position Front Face Cap Unit Plan Cap Unit Plan 1e• 1.1H• Baba. 11ON" g aogM M d 0. PMwd on Level BadtA aM EnsMM Ovatla COrriDBC Plan Universal Straight Split 9 P FYIsgMae tiro. Paw Nan UnY. Capt Cap Unit Option PuuGMr.agntwne.diN Note: T. Securo ell tap units vdM Keysrona r or 16" 6' CUn-rashed Rode « Step L—ng Pad Concrete $lop Lewilng Pad w+tr /Q e s"keB«gYYBd Compac Unit eDwlenaipro Kepsealorequal. Elevation ./ / r / 86 Il..tlpn Mnensicra agvMMEYy HgradalHiy Will vary by Region Wi very by Region • DYwrabns May Vary Grid & Pin Connection Leveling Pad Detail Section A�OMrCOMWO' byRegbn Top of Wall Steps Mx' .1.T 9 DESIGN SPECIFICATIONS: Nl IEIGM (H) IS THE TOTN NEIOHT FROM TOP OF IN— TO TOP OF FOOTING. —SE WALLS ME DESIGNEDTOCMRYASURGKWGELOMOFNOMORETWW EF ANY NAAGE IN EXCESS OF THE OESIGNIOM M xpT PERMITTED. A REFORT OF GEOTECHNIULL SAILS INVESTIMTION SY ELLIS SASSOGATES, MTED AUGUST A Yn3, REPORT NO..MSCXG. NM BEEN PNOwDED PRIOR TO PREM hON OF TEE GESION PL XNE TNI, DE FOLLOWING ASSUMPTIONS OF EESTNG sok COIOTIONS. EABEn ON iORMATION CON-1EC WITHINTHE SOLS REPORT SONS CONSIST OF ALODSE TO DENSE FINE SAND (SP)N C0GETOMNSESILTYFNESNRD(SPSY). rtIS TIE wNLCWTRACTORS RE9PGNE6IUTY TO YEWFY — THE SITE GEOTECWRICK ENGINEER TIUT THE AARUED SOL9TRENGTH PMMETER6 ANE REMPRESE RROFINTT , EFWNDTOBEwCSISTEwTHTNOSE M0.93RNEDBYTEENGINEERa RECOM, HE.O.RY). THE DESIGN IS NO LONGER VALID MD rt IS iIE RFBPOKBWttOF THF WNi CWTRIDTOR ro oTIF THEEOR. So THE WALLSYSTEMCMBEREDESIGNED. INURENNOTTFYTIEE.O.R. MAY NIURE OF THE RETNNIN.— . sIHSSUFfALE SOBS MUST BE i-A91E OF auPPORTING WN1 SYSTEM, IT M RECOMMENDED TINT N- CONSTRUCTION BE M ON TO RED BY A WKIEIED SITE GEGTEC NICK ENGINEER TO MERIFY neo CONDITIONS. NTHISWORKISNOTPERFORMEDBYTIENTEOEOTEONIMENRIR .TTNA GFOTFCNNICN ENGINEER SHNL BE CONSULTED IN TNEDU MATTERS PERTAINING TO Son. CWOTONS AND WNL PERFORMANCE. A OEOTECWIICNENOINEERNOOObTRUCTION TESTING FWB SHNL EVALUATE TIE FOUNDATION SONS PRIOR TO CONSTRUCTION. UNBUTTAKE Sake (IF ANY) AS DETERMINED BY TIE OEOTEGNNNC ENGINEER SHNL BE REMOVED Aw0REPUGED—PROPERLY COMPM1EOSTRUCTURNFLLSO L. UN9UITABIE SORB ARE DEFMEDASMYBOL TIUT DOESNOT NAVE wF1IC.1 BEAR NG CAPACITY OR WILL GMBE EXCESIR E WNL SETTLEMENT. 1 MATERIAL FNb9wG TIE NO.Bz SrtE PR PB gtOMNC Y. TIE SI IOEMRFINEBMD). OVED v GEOIECINIGK ENGINEER LIFTS TO Sib MODFIED PROCTOR AS DERFE R NEG INICN ENGINEER TO FEAFONA L PLACED AND COMPACTED N TIE REINFORCED Sceur 1—iixi es RMNSM•d USB Rb Rep A COnC—SMO WSN_ NMITOWNMDEnUIS CLEAx RUNIEDSTONE. AVODADOEMTE3 TUTAgFRWNp wNATLRE. I Typical Pipe Outlet Detail UTILITIESMUSTEPROPERLYDESIGNED)BYOTIERS)TOWONBTNOALLFORCESfA TIE OMENTAL RETNNING WALL UNITS, REINFORCED S.R. MVS MD 9URLHMGE LOINS (P MY). ORkROUINS AREFRONETOLEMING. TEREFORE.IFAJONTWABrOXM DRAN4LOCFTEO vniwJ Note: :Concrete FEE FICNO THE RETNNING WNL, TxE STORY WATER PPE MUSTS WAIFATGM. NFOATENE R LMUST BE INSTN.LFO ATALL STORY FPE JOINTS, AS AMwIMU.R. WgTER INEb, NCLUONO IRRIGATION SYSTEMS, MUST BE WATER TIGM WRWN NO FEETEMIC TE <—YGWNL. LEN GE BEHINDARETNNING WNL-1NGRER THE HOtl2 -FgEs Woad O CONC A. Hest WA (By ONehi) F -URE FORTHIS RRIGATON SYSTEMS 31OULO NOT BENST-ED .0 -HE REINFORCED 0- TEIHONES OF THE RETNxwG WKLORWITHINSFEETOFnEREWFORCEDZONE. ..MNL TO KEYSTONE FMA F.— _ 1 ( ) e CONTIUC REFER SPECIFIGTIORS FOR PUNTING MRD IXaMCIPE REREMENYS.FEN—R—ONNR00EFTNOFPLNRROOT—SICE1nGLm 0-10 FRF set during the Nal construction. not drilled t1_1g 1kJ behind EORMMICf. FOR CTAICIF10NNINFOWMTION OF WNLLENGTNS BEEGN To L- �OIUWINOBBYTAYLORaWASTE,INC-COTRITON. AN WNL DENWSPgOVDEp NE ECURIETo MGNOUNIDERAWINDIN NLCONTRMigRANO OERERM CORrRACTORANTNEOMITHI w�v�A coMPLTre uNceRsrANOINc oFMrAND ALL OTSER srRucTu+Ee THAT sur NTFRMTWITH .,... _._.. Noe: FF, IsnPO•c.ro.-INS, sa'.. WN IraY IN caM GRUNT pP•bN e.•ea canNNahin FM Fpp•Wance. W MW. Law K"MFhi CSP Une PerrIIIMOR SPI if ApakFW Sm Drain SwurPmb PW ••RaaNiM oT UARF_uNu s_er.D._F _u_PO_A_E. D ce__ _F_O_TH Ero.---------.._-._._ ...___..__ - wINw.I le l CNFTWMMOFTHENSYS11EMWTOFOStructures Detail mpac UB-Shwm e CONCRETEBNIUEACOMPRESSIVESTSSIGTNOFSWDPNATm REINFORGNGSEELSNSEASTMb13,0R CE.SIE wASAUCUOTW CONCRETE AHG STEEL REINFORCEMENT SNNL SE IN MCO GUMCE WON PBC. SSEELRENFORCNENT: STEEL EINFORCEMEXT D BEF R M ACCORDANCE WITH FBG, M1913 Nip M NOTED IN THERE PUwS. REWFORCFMENieNN1 BE ADEQUATELY SPACED AMC AEO EA C SUPPORTED BEFORE CONCRETE M PLACED. a CONCRETE COVER SNNL BE Ix MCp1DANCE WrtN AG 913 ELININ r.rt MO AS FOLLOWS r Foq cwwETE cwsr MNxsr AND vEgM.FENnrelPoseD TOEMTH e vERTCN AND NORIZONTN REINFORCEMENT WILL SE -PEG FOR Al BM G,XNETER9, NN. ORNER REINFORCEMENT SHNL E UPPED 9m, MN, PNXFORCIN NLgMG STEEL SHNLEPLACED IN MCOROMCE WIMTHETYPICN BENDINGDIMAMSNOPUGNG DETAISOMASTAXDMDS.PLL � RONGSTEEL $XNLENS SECORELY N POSITION WOX eTMpMOAWE8ORE3 WPoNOPtACING OFCONtlRETE. SPLICESwfEwFORCNG, INNERS FERMTTEOSHNLEASFWLOWE:YASGDETAIBBMDU CONCRETE:YIeM DU ALL REMFOCIN08TNIRICOLEPRACEO NACCORDNRCE WTITNE TYPKN ENDING DIAGRAMS AHD PACING DETNLS.9REL COxSTMUCTNNi BIla11 E N ACCONANCE WITI PBCCHAPTFIRYL 51— nebcgi'LNOTEa'. o SECONSTRUCTED IN MCOROR A R1MTH 1(EYBTONE SFCONIIFICH CO MDGOODCONSTRUCTION PRACTICE BEPRIE. C 11 RECOMMENCEACTIOND TUT THE TOA. MDIORAREFRESENTATVE OF CONIELX COH8TRUCTION PRODUCTS INC.. BE PRESENT WRING THE FIRST MY D<WALT CONS1rRUCTdI FOR OVERNGNT O CORSIRUCMn WNrtI'ND METIOpi. _OM NOR,15NOTRESPONSIBLE FOR MEMS NJD Ni PROCEDURES. TECNNIOUES OR SEQUENCES OF CONSTRUCTION, NOR FOR TIE S MUSTY W THE JOB SITE, MRLL THE ENGINEER BE RESPOIeIKE FOR THE CONTRMTORe FNLUgF TO CMRYDITTIE WON IN ACCOROMRO WIm 11E CdrtRAGTpOO1YENls. EOR M x. RESNNFOR PONE CONSTRUCTIONNSPFCMw NM FOR FEW. CERTFlGAnON O: CONBTRUCTIOR ME E.0 R. III— BE NOTffED N EXE TNG BITE CONDITONS DE—E FROM ORIONN INFORMATION MWIOED To RHEA IGEN ENGINEERING. ft OR IF CNNNGE9 E MME FROM ORIGINN DESIGN ORUYOUT. o LOGTW E THE SEOMEMN RETNNING WNL M REUTpN TD PROPERTY LINES. UTILITYFFSFMENIB. WATFgNEO EgSEMENTS.OR MYOTER TYPE 6 EA9EMENYS ME THE BONG M9IBILI R OF TIE OWNER ON THE SITE CML ENGINEER_ THE FNONEFJi OFRECdIp ASSUMES NC UABILITT'FOR TELOCATW NT NE 4EGMFNTN STARINGWNL OR MCONSTRUCTION OFTHE FROroEDMUM1 BE COEETYW GR GINS. ENGINE9MYPNOPERTYUIRES ND MUST EJ.9FMEDO S IMPFR GENTW.T TIEBITE SURVEYINGOFTHE EOAENTN STIRRING WNL BE DONEUNOFNTEONG. GMEEROR 9UTRREYdR NID MLNTEBASED ON COMUSMIN)TER GENERATEDNTEA3RMING PLNISMDNOT E ON TPIANSDONE BYTE ENGINEER OR URU.SUNEYMGO TIEEO IM, EXRETIRING WNL T TNT&RTO —NINGINT L3LTh YIMGGN WTERRODUCEDOJTIE ExOCEDPLWB TOE OF FAAUE 5To 1- B: MOMCTED A WNL BATT FA FOR CINENTN RETNNING WNL SURVEnNO WILL PRODUCE INCORRECT LOCATORS OF A11 TOP OF WOubNO STINGS COPRECTEDAT NO COST TO THE ENDEEfl OF RECORD. A ! w I, R, OFANY M w NB°�°'sRss u z�aa5-1oRo r Min. TNUroA ComhiM coe.r. urr.iePla.e GOOIab a IS •L1Nbaas) GLINTING Smhi LevNirg PW Typical Pipe Outlet Section 1' (MM.) 1(MEI.) FAer Fabrb r0. m AI KMmna UnE Wood O CG GN 1. Hied WN J (BY OATHS) Planting Plan Fe 'n,""' and lex "'.0-only Aefuel tee diameMhi and MyOul will MMY. L.Fd—pe Arcldteot ehoeM pGVid. lapel m IxordenCe wiN these W—Mod— TIw MMYbMgwel fandnp ant%. GenxelMCa Xini— ,aJ•FbM. a..Rw.MIM,m.aNdaaN ban PSD_ n. aIIIIIw.yblwlAwd Non -Structural Fence N.. N•d3a w.3 Nwan na Mwwn. N. s3NawNl ErOYMera RNFA iE.On) FIMAM, Illy u,.IM SXCSNimNCS, P0PNd•M M NATaama deMsn $ectlOn befall emnm . E.o.R aIrvdlM Nm d••IPn LIMY •N•a wM ds•Ipn MM Mad m Naln a EMS rl Fr hlury. COnpeUl Un8- Near VaNCeI Setback W Min. Low P.—Sible AppCXIhGle Limas Of E..Nelion a- Pb.. PVC Dm.K (Whip Drain ge Tib in 314 and FACIA FA.ic at TGs), N Typical Planting Limits Section Compo Urdl. Near Vor" SOdi Sham CGmpec J. - N— V.J.1 SAhack ShGNn N N iT J N as m rjZl-NNS ZOWNNN � hmhn w N�l�NtO U=7WMHN W z�oc �a3zmrn yea Oz W~F2 .1 a a Y Q LL mF w U L_ t: Z �i m�w O Y Z Q (n OJ J Lo Z mQW0 pw0Q W 0 Z U H W W J Q U W W Z (n V) W 0 REVISION S-3 Note: :Concrete filled tube OF form b be 1 3' Min ' �8ackfill D COnaele t�1 set during the Nal construction. not drilled t1_1g 1kJ behind Post in Place I I aM1Nwards, when diroctly u RS. Ferre aS,. or ILd•5 Conaele FMed Tube or FOm 8'..c. Max. Slee) Fence or � Keybbne I• Cep Unit c Keystone Cap Un8 Keystlla '- Compaq C..p CoRNEKeysWne CDnpac q }p unit and BBCkfift or Geogm Conove, Filled Geogdd Conoele Tube CX Fence Plan Fence Plan Farm e' G.G. Ma.. Detail Detail TIw MMYbMgwel fandnp ant%. GenxelMCa Xini— ,aJ•FbM. a..Rw.MIM,m.aNdaaN ban PSD_ n. aIIIIIw.yblwlAwd Non -Structural Fence N.. N•d3a w.3 Nwan na Mwwn. N. s3NawNl ErOYMera RNFA iE.On) FIMAM, Illy u,.IM SXCSNimNCS, P0PNd•M M NATaama deMsn $ectlOn befall emnm . E.o.R aIrvdlM Nm d••IPn LIMY •N•a wM ds•Ipn MM Mad m Naln a EMS rl Fr hlury. COnpeUl Un8- Near VaNCeI Setback W Min. Low P.—Sible AppCXIhGle Limas Of E..Nelion a- Pb.. PVC Dm.K (Whip Drain ge Tib in 314 and FACIA FA.ic at TGs), N Typical Planting Limits Section Compo Urdl. Near Vor" SOdi Sham CGmpec J. - N— V.J.1 SAhack ShGNn N N iT J N as m rjZl-NNS ZOWNNN � hmhn w N�l�NtO U=7WMHN W z�oc �a3zmrn yea Oz W~F2 .1 a a Y Q LL mF w U L_ t: Z �i m�w O Y Z Q (n OJ J Lo Z mQW0 pw0Q W 0 Z U H W W J Q U W W Z (n V) W 0 REVISION S-3