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1600 Selva Marina Drive 14-00000275 (Retaining Wall) CITY OF ATLANTIC BEACH g1 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . 14-00000275 Date 3/11/14 Property Address . . . . . . 1600 SELVA MARINA DR Application type description COMMERCIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 277000 ------------------------------------------------------- Application desc retaining wall ------------------------------------------------------ Owner Contractor - ------------------------ ----------------------- SELVA MARINA COUNTRY CLUB AXIOM COMPANY, LLC PAVERS 1600 SELVA MARINA DR 108 KINGSLEY AVE, SUITE 3 ATLANTIC BEACH FL 322335616 ORANGE PARK FL 32073 (904) 26-4577 --- Structure Information 000 000 RETAINING WALL Occupancy Type . . . . . . BUSINESS --------------------------------------------------- Permit . . . . . . COMMERCIAL ALTERATION/OTHER Additional desc . Permit Fee 1011 . 00 Plan Check Fee 505 . 50 Issue Date . . . Valuation 277000 Expiration Date . . 9/07/14 ---------------------------------------------- Special Notes and Comments Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. ------------------------------- Other Fees . . STATE DCA SURCHARGE 15 . 17 ENG REV ENCROACHMENT 25 . 00 STATE DBPR SURCHARGE 15 . 17 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------- ---------- ---------- Permit Fee Total 1011 . 00 1011 . 00 . 00 . 00 Plan Check Total 505 . 50 505 . 50 . 00 . 00 Other Fee Total 55 . 34 55 . 34 . 00 . 00 Grand Total 1571 . 84 1571 . 84 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 FILE COPY Office (904) 247-5826 Fax (904) 247-5845 Job Address: Il;c>O -7:�Fj_VA n4 "1.4 Le 4TI-O rl r ir 13E4Wr'1-- Permit Number: 06�7 S- Legal Description Parcel# _Floor Area o q. t. q. t Valuation of Work$,,`77, ��. Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition =Alteratio�lRepair 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 approva orm Describe in detail the type of work to be performed: !1 dE(c.Y r 'i , - 13 Property owner Information: 'pzua K t oc:)b . rr Name: 97-i_ -r1 T(C- 7DE�++ � tp 4TN�Jz� Address:—I O o b H R City StateFi_Zi _Phone 01f 6 ' E-Mail or Fax#(Optional) Contractor Information: Company Name: & l o t'yl I AV E Qualifying Agent: Address: iZ3`7(a FVWN,,4& Z'.r,rc ;;�J5 City State Fi- Zip 22Z Office Phone 9a�/(� 38 S,S sal Job Site/Contact Number cbq-rO S - 7--7G& Fax# State Certification/Registration# C 0 C - LZS Architect Name&Phone# FAKK Engineer's Name &Phone# 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 of six6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells,Pools, urnaces,Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type o work will be complied with whether specified herein or not. The granting of a pezmit does not presume to give authority to violate or cancel the s z provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner Signature of Contractor., Print NameiG. �1�1..� 3..................................................... Print Namer�;e .... .Q. Before e Before me this � of 20 ti Day of c P/4 LI DANN�R OTARY UBLIC-STATE OF MICHI AN COUNTY OF KENT NCER Nota Public ,;�;Y: SA Notary ub is mission xpires Sept.11,2018 Notary MY COMMISSION#EE089096 Acting in the Count owpuf <; = ' EXPIRES June i)4,2015 to►i _!.Com (4071398-.15' OR BK 16660 PAGE 1348 . FILE COPY ; MAP SHOWING SKETCH AND LEGAL DESCRIPTION (SEE SHEET I OF 2 FOR LEGAL DESCRIP770N) Vol 2 POINT OF BEGINNING NORTHEAST CORNER LOT 1.BLOCAr9 SEL VA MARINA UNIT NO 5 077-43.20"' 300.00, P.R. JQ,PC, 29 Lol SLOCY, Or- 76 7Z Lr Qj .Ell Lo "0 R=175.00' 1fi1 0= 163-32 44*52' 5 L=13zoa,4577 CB=N78'19'39"WR=225.00' CH-133.60* D=46*20'JJ" R=25.00'­� L=181.99' C8=N79'0J'J4"W D-90*02'50' CH-177.07- L=39.29' CB=S32W 'W CH=35.37 SHEET 2 OF 2 ABBRCWA BONS THAT mA r BE ism w 7m suRKY LEGEND DATE 8-1-tiSCALE • RKT APR AlWMWnW OMWNYOAJOB NB. F.B. WN P.R.Y. p___'Rf.—.Ad--f Pon, ftht f &Ama P.i, Pogo P. 9;&;per� ConV. rile Q-74-8dwo P. 90.1 p'R.C` pk'bf f rMllc... ow 0�-d L�- Drawn by W PA =:•:1,U'v-1111 r�— RICHARD A. MILLER & ASSOCIATES,M-0—-- rj�: VE AZ:m4,*wqualv PRMS90NAL LAND SURVEYORS 1 8 6701 BEACH OMEVARA SWIr 200 F.,(904)721-5756 Csml aV ,11.11.6-L.. Lt A" ACKSWM&nORV4 J2216 TW,.(904)721-1225 C­ c-M W backupOB2713Wrawings\orojecirP-TISELVA MARINM13-144dwg OR BK 16660 PAGE 1347 s FILE COPY ! " MAP SHOWING SKETCH AND LEGAL DESCRIPTION LEGAL DESCRIPTION-' (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 W1774 A PORTION OF SEC77ON 8, SEC77ON 9, SECTION 16 AND SEC7701V 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, AND BEING MORE PAR77CULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1, BLOCK 9; THENCE SOUTH 1276'40"CAST, 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, 16331 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 4620'JJ-, AN ARC DISTANCE OF 181.99 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 79'03'34' WEST, 17707 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY,• THENCE WESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 175.00 FEET AND A CENTRAL ANGLE OF 44-52-45-, AN ARC DISTANCE OF 137.08 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 7879'39" WEST, 133 60 FEET THENCE NORTH 073642'EAST ALONG THE OPEN WATERS OF SHERMAN'S CREEK, 508.98 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 77'43'20"EAST ALONG THE NORTHERLY LINE OF SAID LOT 1, BLOCK 9, 300.00 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING 279,418 SOUARE FEET AND/OR 6.415 ACRES, MORE OR LESS, PyMiAi GRI VA�PA FOR Rdd1NA7KAVAl PURPOSES'DAff,AND LS ROE�VA(IO.��A LICENSED SURVEYOR AND YAPPER, nxs uvAmr�sreTCR. SHEET 1 OF 2 LEGEND DATE a-1-13 1Bwdlgs me oorad m NAD W SCALE - Z This v o SIrETGf Ann tLGAL SCRIPITON(Nor A SURVEY} Q QMTS CPCICR Np1AARIIT JOB Na. 2013-14-B J U 1. elnrMaa Iwlaq my p✓Um oI fM poral fM1 may bo dawned as Woflmda -- A F9. _ Dj Slola✓Co,a/IaeMfd AgMa44 naa/wl beM td f—ki"and my Nobllly nadlflep 0 avow 1 aK Y - fnranam la nol/M rap✓uhAlfy of Ino MaMalpnod rW W.R Win A ALW- paQe t Th may ba Roafrkfkna✓EOawaMla e/Raeerd a.Nw+Fad by 11th aawmMofbn Ibof 4LMa�AS w<w N'F faAvo Comp. File 1J-1�-B.dWa heli eel b—thew-hram. (P�n 11 Drawn by � RICHARD A. MILLER i ASSOCIATE'S, INC. PROFESSIONAL LAND SURVEYORS 6cEwMrpaiiia20DivDs16) 2i- ABBRFNAITNS RAT MAY BE USED AV DNS SURVEY uKsac FLORIDAiea7 Irl"AI Df/WI110N AB((((((BRENA71pJ(DEEF]INTIONNl� I.C.P. Nrmanmf ConlnR PoNf L RJafksmWN MF 71fi B A OpMY M/r M WMI Ale IEGI=MUM RIS/bAKb L1fRR P.R.Y. P✓mmmf Ra/✓MCI Nmwnmr C S Ir Lmd Swryar aaaranl A,a✓AfiPw4KA�w M-wear RiMafN adaws u P.D.D.YPoblf D/BoghaMp A E7refrk Aulnrlfy anfao Ale Yl/PD1 r x nrRa sem✓wanvNl Arc yRKx+f Pc Po611 of LYrwfwd q/be Cou�n t A'n IMIMI[N oYF1P lYI>: ( aNaa DKIT'u nPa P.T. Poi,f oI mdMCY A/C AY CmdMNnor APwa�1"—OM R+RA m E neo.surv¢s PRC. P.M a1 R.="C—t— CA.T.V. Cobh Tah.6bD P.I. POM W Mlraaefkn O M..LMw R/w w.Rr.I woY N'y Ray dk.pads DAL pDIon9Cdd 8 RAcorda Vdumo Art Lmfn�iq ft Py. W,&FdNp RnfrklNn LhD ,Q" ro Ct-d�Conal M awd da NILLIAld J ELRO ST OF FLIMIOA,REG TERED &R 1 Eaoommf �•� kOD PIP, LAND SURLE• C T7F1CAlE No. SBs3 Cm✓ofo G:tbackvpD62713WrawingstprojectslP-T6SELVA LIARINA113-14-8.dwg City of Atlantic Beach APPLICATION NUMBER �s Building Department r t,� (To be assigned by the Building Department.) J •� 800 Seminole Road / � �� 7,��' __... . �r Atlantic Beach, Florida 32233-5445 / y Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us 01 r APPLICATION REVIEW AND TRACKING FORM Property Address: 1Q0 //l Q�17j� tment review required Ye No Building Applicant: anning &Zoning Tree Administrator Project: TtPh i I ublic Works u is tilities Public Safety Fire Services ,Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: APPLICATION STATUS Reviewing Department First Review: roved. []Denied. (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: /�7 Date: � TREE ADMIN. Second Review: ❑Approved as revised. ffDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach r APPLICATION NUMBER `mss i� Building Department o be assigned b 800 Seminole Road PQ,4 g y the Building Department.) Atlantic Beach, Florida 32233- oa 7Y~ " Phone(904)247-5826 • Fax(904)24 - ~ E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 60 2,61V6' 44 -;7 A— r=lent review required Yes No Building Applicant: anning Zoning Tree Adrl-_, istrator Project: Zublic W ~Rs u is .: s Public S2 _:'y i Fire Sery ;Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection V— Florida Dept. of Transportation St. Johns River Water Management District �j Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING ,.� Reviewed by: Dat /y TREE ADMIN. Second Review: DApproved as revised. ❑Deni d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: vised 05/14/09 I : I I I : ! � I t, i I p 1�� I � ! ! I I ; I I i I ! I I j I I i 1! � � I I i it, :1 I �! �t i I 'j- �, t 1,i I t ; � It I I I I I ,� 1 , � I:, , I I ,; . ,i ; t :, 6 I 1 -� ,i I � !: I i : . 11 I I I � I � I el ,t t 1 1 1� ii, � i i I , � I :f ; I I I I I � Ill I � ,z! I I te I :, . . , I � 1 I I,t . � ,! I , I I I I I I �,:�i �I it � � 3 I I i I 1 1 � � i I I , l I l i, � I I � ,�l 1, �� 11 I :I � 1! I � ; � � I � , I � !'I $ A , I -I jij[l I� � 1, 1� 1, i li I I DESIGN SPECIFICATIONS: GUARDRAIL SHALL COMPLY WITH SECTION U ____ � -�,1,4i �i lz ; 11-i � c . I , , ! :1 � i I , , , ;1 1 I I I� 1��" "j.,�,Ilji r�,�], I I � ji �i� :.�.,�ill � t ! GUARDRAIL SHALL -OMPLY WITH SECTION I I � - 4r, � �� 1 I 0 l i� it , , � ''I'll: I I ,I i � ll 11 � I I 'j! 1'�� '�� ' ' '"I ' "­� 101 3,1 OF THE FLORIDA BUILDING CODE. yj cr- M W . 11. I il�j ill " V i , 1 I , h t I �! ; ill :��,d 1, it 'i I I "I t 1 `�i l� � , I I . I I � :1 " I I 'A�: o WALL HE(OHT (H) IS THE TOTAL HEIGHT FROM TOP OF WALL TO TOP OF FOOTING. Min. 3'-6" Tall Guardrail Attached Min 1013.1 OF THE FLORIDA BUILDING CODE. (D L-,j I , , i t t, ,I 1:Ili ! I - 1 ill 1��i � , ,, 11 z , ii. i :ii�i�, 1, I I i1i li,i�,i 1,i dl!�! i -6" Tall Guardrail Attached - - �E � I 1 Iz ii: , , - d-4,ik-k 'itill LOADS ON GUARDRAIL SHALL COMPLY . 3' ­_ Lq A [ I , t I., J ,i, �;A ii� i i, I 1 1 Al� l', , , ,i � i I � �l� I , , � V t�- LOADS ON GUARDRAIL SHALL COMPLY Z Z I \1 i.ij :, I 1! �'I.." I ,-I l: �,, !ft, -LLS ARE DESIGNED TO CARRY A SURCHARGE LOAD OF NO MORE THAN 50 PSF. ANY (D W Q�ilq I I , WITH SECTION 1607.7.1 OF THE FLORIDA To Footing Per Manufacturers < ill :,�I 1, ,, �'-,'� �,-i� '' L : '" , �-: z z M M ��,:I�it I ill ,�, � "Wil , ,,,1,!iii­ it' lij ,' 'Ok Ill i '''i i ,,,' ilil It 1:�,1 il i it 1, I L , i "i :,- t , oTHESE wk To Footing Per Manufacturers Ili l� � �;'e;,1 sl�l 11:��,ii I 'Il;I � � -t 1 l "',,,, 11 ", I �J� , 11 ill": 'j'' 1�1_i, ,tt "I'll WITH SECTION 1607.7.1 OF THE FLORIDA �­,­ [ -1, , 1, 11 I ,, � ,l L, I'' " )",, ,it k I ­I �" ,-1. , -, I < M , . , . I I - 'I', ,, I� I , I ­ , , ' L � I I i 1-11 '�'I'''­�'" ,�,, ,� �J,,,. -1 BUILDING CODE. I I ,"Itr .1 . �. "" ,, ,I" ,,,i' ll."t, I, I- I �� , I I I %I � ,,,, -I, I , l, t � SURCHAil IN EXCESS OF THE DESIGN LOAD IS NOT PERMITTED, Specifications (embedded rail shown `i , ��,,,�­L , I I 'l ': �,',j . A :� 1 - 11 .I � � I . j L - "', " . I I ,,, ,, ;� 1 '", _j I ., , I 11 ��T i::��� l -, ,It - 'I� I . . �,_�, , 0 >- r4 Z I )I _ , � , , ` ' � I � I�P� - �� , .Z� � 't �:,­� "� - ,.,�, :� ,,,.��_� ��,, _j wo i i � , :l �i,l, ��';l,i_,,�, I ,:�r ", , j �, '"; 1: ,:'!'� Specifications (embedded rail shown BUILDING CODE. l I I I .�" i� �,j�r 1' . L lit "i" ,�.,; I , � jlf�,Ill f.j , , , .��, Altil,�, 1'�' , i� - 2 , � " � 11 I -� � , � � ,�'�" r'"��, lt�;�t,!' ' I I L r"� , '� . "I 11, -i, i : _f i, : . 'r `L�­r'_ Z� � o A REPORTOF GEOTECHNICAL SOILS INVESTIGATION BY ELLIS &ASSOCIATES, DATED AUGUST for reference only) ., �,1,tj�i:w l �,'; " L I �L� 't� L' �'� , 1:1 'i � ,� � 11 I I 1,41 . Z :E j � I I . l'i, 1� I I ,Zi j,i,- lt� , �I . I I� , : , "I CONTRACTOR SHALL ENSURE PROP LLJ (1) I L L�"L�,L 'I , ��:, , l".. I - r ,� Olt I `11�, �,�, "_qr,1j ,-�� I I �� �;t�i,l""_;'',,` �1� i .1 :�!.,1 , 'it� 11 , 1 23, 2013, FtEPORT NO. 4048-0003, HAS BEEN PROVIDED PRIOR TO PREPARATION OF THESE P OPER < Cn ill ill I I I ;�f" I ,, I � � " t�� i''it, � 'l i:, , /1`1 � I I i �,q , o , CO TRACTOR SHALL ENSURE R W . , , �, I � ­ 'Ii '�, Ill �,l � ."It:',lo �i � t'' "ll , �, ,� i:'11 r, � � , , Ii 1 � � V) z 11 -� �_� I "I't L, �,tl ,, i'' j� w' I I 111 . I L, it it�i 2.0'x2,33'xContinuous 4 1 1 l� I ,)! ,;_C1r11l " I'' Ili � I j Le' it 11 I �::(ii,� , �ill COMPACTION LLJ ,_ li ,;li_ � il 1:1, , 1 I i, i, i � I DESIGN PLANS. THIS DESIGN WAS PREPARED WITH THE FOLLOWING ASSUMPTIONS OF 2,0'x2.33'xContinuoijs COM U� I I'll , I, � I , R � I �i I I: I � I ll� 1,1 I � . 9 l , ;1 ir � � I I I t I I I T_ = I l. li Ill, I 4 I : I I 1. :11 I I I 11 : � Z = t I I : � �� � �:: l�l I � � :� i I � � I I 4 ! I I r � , , 11 BENEATH CONCRETE FOOTING z l IL ' l i , ''I I I i i I , i I i Concrete Footing w/ CONCRETE FOOTING 3 I I ll� llg'] i : I � I I, I I , EXISTING SOIL CONDITIONS, BASED ON INFORMATION CONT --- C� < R. , j �, I I :1 .11 ,I � - I I i i t I �� � U, -_1 ­ �I , 1, l'i l �I I : : , I , 1 1 , 1: 1 i I I i i 1[: T) I It) I , vi� I I JL � � I� � I ) 6, i AINED WITHIN THE SOILS REPORT: Concrete Footing 1N1 6 il I I I 11 1, : IA : � � ,: I I �'jl � � ,L I : I V: ; , ' ' i � � ­ : 1 � � i t: Il I . I ... :�i[I I�:� ,� 1 l t �., : I� I I I I i I �;�: ,! ; SOILS CONSIST OF A LOOSE TO DENSE FINE SAND (SP)AND LOOSE TO DENSE SILTY FINE SAND (1)#5 Bars Coll T&B w/ CONTRACTOR SHALL PLACE CONT (1)#5 Bars Coll T&B w/ M -3 I , ! 11 I I L. " : i t i: 1i; i, I I : ; I �I ! � 1 , I i: . �1 I ;�, i i . I : ! � I� � . i i I i I I 1� � D z I 1i : I i ! � I 1�11l i ii � Ili :,: �I, . � I � I � �T i i�: JOINTS EVERY 20 LF #3 Ties @ 18" o.c. Embeded - CONTRACTOR SHALL PLACE CONTROL = 11i 0 � I I �,I - I I, j i' i r , I T - I :: ,I I I I I I l!� � I (SP-SM). IT IS THE WALL CONTRACTOR'S RESPONSIBILITY TO VERIFY WITH THE SITE . ��_, , . - , , , '' l i , I I :il � , � i � , #3 Ties @ 18" o.c. Embeded JOINTS EVERY 20 LF I . I I 1 7 ::i[il i [ ,i ; �� , ` i i, " f � , I 1 � 1, L I � 1, , ,�!i, 3: CY U� � I , � I I i i : 4 � ��: ; I I I I fi � :jj �j �l! i "I �t I i I �l,I! - , � � I , 1 � I it ll : � , . i � , -i AND EXPANSION JOINTS EVERY 100 LF WITHIN . I I i, I I , � I :�3 I , Ji 1, l , I I it i, 1 -1' Offset From Face Of Block o LLJ . t i � , ; : i I fi 1:� it I 1� -1' Offset From Face Of Block into Grout Filled Keystone Units AND EXPANSION JOINTS EVERY 100 LF WITHIN I 1�� ­ 11 I 11 - r ', I I �, ,� I i � , � : , I: 1 t, l ` 11 ill I � , GEOTECHNICAL ENGINEER THAT THE ASSUMED SOIL STRENGTH PARAMETERS ARE co . �, -_'�, I - 1- "I � i � l : it , '' � ti t 1: L ,l I 11 i, : i 1[11 into Grout Filled Keystone Units Cn . I I -I i I� CY) = I � ,�� I I I I : - r , i,: � k L � i: � I i CONCRETE FOOTING - - I I I it '' � i , Ill ,!I I " I I I t � ,�! : 'i i i :t ­__ �� I 5' �.­_ I i I� :I, , � t 71 1 ,: I 1 � t 1.1 I CONCRETE FOOTING l L-_� � _�,� - I-, . . -I . I ,� .. r ��, ii l J,i � I:I I � i l , I i li� : 'JL I REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION, IF THE SOIL -, W 9 i ;:, I � t I � , I I,� ': ! ij,r I ,t 1 , i , - - I- ­ I" .\ � � r I � I f l,4 j l�t I I i I , �� i i � 8" Min. Low Keystone Compac 11 Units - = l I, , Ill I � �1 � I . I I 8" Min. Low 0 E - ""' ' I i � J I : , y � il� I , STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED BY THE - ll W ,� _� I ��!Irl . 'I , I it ,, I I , 11 �. �i � i � 1 , , 1, , -1,-L I I � I I t�� A : I I ,: : it � � I .1 ,,, _:,� I I , i �i I i L I. � � li -Keystone Compac 11 Units Permeabl Soil __j _M ,- :� ;1- , , I i , I , I -i I : � ��� I �� I I i � . ll r , it It � !�![:�!'! ! �l i: i I It I I I � EO - - If-, .I - I �i��; i � �� i i � iii, ,� � I . t 4 i I i i � l'!� �! ; I , ENGINEER OF RECORD (E.0,R.), THE DESIGN IS NO LONGER VALID AND IT IS THE Permeable Soil . ,&,,,,I,�.k6f&�t,-&,f,-�b�"I'�&� -.1- h ­­1..... 0 a- - - _� - - i I 0 , I I 11 , : � � &1,1,lk&,k.&,b,l& I . . .. I .. \.I"'�,i TOW = 7.00' ) 6-1d - � I i :: i � � : : � I . i;, I r �3 .1, kl&A,�6b�&�6b.&II...",b��.ub.b.b.&.,. . � I I I 'I i I 11 I I : 1 lkll.k.blill 1,A�&�b�&�t,.J.b.G.".I,.&.&.&�bj,.&�&bA,�fi.k. TOW =8.50' >_ : -, : I cz, - - ii� , l, � l I I I ll��� �� � ,I L �� I I 1 11 , 1 i 414,�ll,�-k",4k,�,�lf"411"16.,��,�.�'..''\,. .,.__..___'. ..... ..... .l-1.-&.b.b.1,.l,. /-/ / - ,-z/ -11\ 11 ­11,�Ii - W -1-2: , I I. - I I I I; 't I I 1: !: t L j , I I , ,;�, � 1.�i I I RESPONSIBILITY OF THE WALL CONTRACTOR TO NOTIFY THE E.O.R. 80 THE WALL SYSTEM CAN - I r ////1///Z1 ill 1 F-7 F r� E(5 1 -0 �_% , . I - I I' �li I i � �I 4, I., , i 1 j7j Lj Z � -ro"&A - ) . � , ­ ,il i'll, �l. 1, �� ��_ 11 ,I#', , � � . I .. . . a- U E � _­ "<171 T-.-W" - � ;'' � - � I � ! i : , , I 1 __7 � " �, I ,,�,,�j i I J'l J�i � ` l ; t : I , ! ,1 � � I i � I i I , �, : i'll! �, I I VIZZ I �:!!� � � ��i � . � ,,��J�J�,i�l it I , ,, I ii I , I BE RE-DESIGNED. FAILURE TO NOTIFY THE E.O.R. MAY RESULT IN THE FAILURE OF THE P I � I F�, : , A I Jlil � I I i [i 1; � 1 "7. _� -I ,-, �;�, i � , :1� !I 1 1 I 11 L � I I - 0 --) L'i - . ii,�i, : : � x � � 1 4� 1 1, i�� : ; . , *I,'., - 9.0 I � I � 1�- �1' I , I - N I N cl,� C) Li -_ --,--*,:;, - I I I I i, i .t 'iii :11 1,� I I I I (Reinforced Soi�l I.... I 0- 0 z -�-:% = (P / � I il�j ti��i I �; I ll� I 'd It i 1, � �� i , :�, 1 (Reinforced SoOl 2.1133' 1� -_ .. - � . 1, i i, '' 1� I , 1- 1*­ � ! � I I ,:I I: i� 1 I � dlf�i,1 11 , " 14 1 , , � , �, I I �'l I i� : , RETAINING WALL. I . 2.33'- -I. I :k I - I I I : . i, (5,i�� i ,:�� , to SUBSURFACE SOILS MUST BE CAPABLE OF SUPPORTING WALL SYSTEM. IT IS RECOMMENDED , i .. �. I --' 9'll I I I I J I i, � , I t I I l[LI �; - ... I I I I ic)� �5f__� % it V- I I . : � 11 L� 11 � � 0 I. , il I � , 'I I' i� I . ii , , I 11 . i ,1'�L�. 11 I , I I I ILL L_ -�;;, Z %. I.-:%- _-�, , � 1 -11 t i ,t�'I, �1 , i i �i THAT WALL CONSTRUCTION BE MONITORED BY A QUALIFIED SITE GEOTECHNICAL ENGINEER I - �:!"! i ii � 1 I � I I I 0 I I i, I � ,Ill I � i I I , y,-1�j L�j - � i ltll�:Il r�' � I , I,� lll !�l I �, I I . I � . I G , _� i I I" — I I ,,I '�r� t ,,, l I i I I - j�fl,l !1, I U� �� .0 7. - �' r I �11:_ 1'�-i :� �,� � :, I , i 1,j 11 I!� Ili,i l, TO VERIFY FIELD CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL - , . I I I I _ rid Depth = 8.01 Unit Drainage Fill (3/4" L "',,- � I � ,� ji i it � .1 , �!��I � iiiJ il '' :1 zi I 1 = � I '0 L, �� OZ - -- I r i i 11 ,ill jl�'6 i ill � LI, � , 1:01t,I 11 I � . - -- I 0- I I . I I !, I , l'i I � li �i� �I it I, ,,i ,i j i ' 4 1 'i I I 11 1: I I Retained Soil I i 'Ill � �, 1 i, I -1� ! it jj'l� I ii�l I ; I i �Ili ENGINEER, THEN A GEOTECHNICAL ENGINEER SHALL BE CONSULTED IN THOSE MATTERS >� Ci Crushed Rock or Stone) . z> M - . , i. i I id ill I I I I 11 � I I I I � 124 '--L,l 6 I . 'i I � i 1! I iI , �I ' I'Ll'i !� � Grid Depth = 9.0' W . .!= - � : I t I c I . I � i I I , 1E ��, �,l � I !,� i �1 l�i il� 1��!d , i 1U I 11 jll�!I 1'11L I : � � �li'l li�i I ,� PERTAINING TO SOIL CONDITIONS AND WALL PERFORMANCE. A GEOTECHNICAL --.-..--. . 2 I I - I . I C� �� 0 Y . - . I � I , I, i I ''I 11 I - I I I ; ' ��i�l I I� �lj�11 I t 1 1 i t I � I 1�1,L' 'I 11 i" � i t ��;l I Unit Drainage Fill (3/4" 1 2 I z r__ � '. li I I ( j�l ii, I I ,il� � I l i I . . q . 5 < � �f . I I I �, 1 ­ ,ii 1 I 1 � I 1,11, 11 1 11 , il ll� li ir ljj!i,!� 1, ENGINEERING/CONSTRUCTION TESTING FIRM SHALL EVALUATE THE FOUNDATION SOILS PRIOR F_ V-1-1/4" . I I 11 t I,, .i ,,, ll I I I ll'pl I , I �i 1�i 1 , � il I I I I 'j- r I I '' I j":l I 11 IL . "11 ' ,1"�I , CJ�r ! 'I ,� : I I 2AII �Crushed Rock or Stone) ii IP � r- I �0 �e) �,- 10- ��, = N I I _!"i, ,, :i: I I li � ! I , ; 1� � I � � . I - , i��f:�� , , i I I 1 �f I I I, I it I , 8.� 1 1 i � -1 � ; : I 1 ,I':1� l "I � . t , I I 1. 1 I 1; i, . -M" ce) co 0 - - N I �) � r : , ­ji, � It i i 1 : , i it! I 1,11iii I i TO CONSTRUCTION. UNSUITABLE SOILS (IF ANY), AS DETERMINED BY THE GEOTECHNICAL = 0) - Z _Ii Lz_ �': � 'l [� I � I I I I t, C� ximate 1 7 C� 06 E LIJ -- , . t, I i i A � : 1 ll�'T , I ,�: � J� � 11 i . Appro a-- I r , � , I � t 1 1 � ' ' I iii I 11, 11 ji� li 1 ill t t�, ,�,��i�� �!Ii I � , I I ENGINEER, SHALL BE REMOVED AND REPLACED WITH PROPERLY COMPACTED STRUCTURAL I - I it-1-1/4" 1 1 - C-0 - i, � � I li . i l� I � 0 , ; - CL j V NWL = i 1.4' 1 , '1%� I i j,r i �i I � 1 5 1 1 . I , I , I I Ir I ill . � I I >- EE _� 0 I : ,1� 11 � l 1 i ;i� , �,!, ,I I i �j� I I i i 1 81. a) I I I '!: 1! 1 !; : � I � , FILL SOIL. UNSUITABLE SOILS ARE DEFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT (Retained I . _� Limits of � � - o- < 0 :� _j N I e Ij I 11, i l!!, I It , 1 , ; I I r �_ I 1� I I, ;i. I ''! ,i i i � It I � �i I �!ji 1� _ Oil I I I - - (n t I ! !� : li it I �ll� I Jill i � i� I I 11 i t :, I � , � � BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT, p . I 11 , T_ a BOT=± 1.0' . I 11 , i I � Ili 11 i 11 Pil , , , , 1 1 1 � I I I I , i i I :11 � ! �' I � L .i�ii; � . � (50 il 4jzz : i;1 1 It ,:I� I 'IfT I' ,I i I i i I , lllll:lt�'! li� iil . I = C\1 . . 10 0 Z ­__ (.0 0 � I I . 1� � ���1:1,� l� I L" � [I : I � i�l� I � , i to FILL MATERIAL FOR THE REINFORCED SOIL ZONE SHALL CONSIST OF A NON-PLASTIC, I Approximate i ' I � � .r � 11 1�1 2 ill: il� Oil iii ,! �1: !! lll�1,111 '11, � 1 1 I" ,� �' : , I j it i I � :, '� il �i lit illi � CL-vii_ V NWL =± 1.4' � � 'r" � L,,"D I I t L -iil � � I j � 'it 4 I liii ,i l� I" ?�� - , I 1''j,t I Limits of I - . (D ,, , :�_ Z l,_1 (5 z F-- 0 CN ,,i I � , ji��"i 11 I I l� ll ,"! L �, I ; ���i 'i 11 �' GRANULAR SOIL, FREE FROM ROOTS AND DEBRIS, HAVING LESS THAN 10 TO 12 PERCENT . a) . I I I ­_ -T: � : . , 'Pi i , ; �p! I ,,�l ! 11, , ;,, 1��, ; ­ i I i I. C1 I < 0 - W ill I . i . 111�ll ,,�,ll I li� �l � � it ��,� 11 � , � -I j, 1 , �:il�qi 11 I In CN - �[,if 11, I , � , il� � I I , ; i I . I Y) cL- 0 t I �li il I it 1:1 li�$� i I � 1. I �11 i i l� i�' ,t I � 11 ; 1 d'! I� MATERIAL PASSING THE NO. 200 MESH SIEVE AND CONTAINING LESS THAN 4 PERCENT Excavation I I I BOT = t 1.0' I Lj_j 0 z U Lij QN 00 In � : I I � ; i� i li� , I ill I i 1, , - I I I L_ I - - � S�: Fy I- 1_� i �iiii. �_ i1W I I � I I.,1 � 11 , � 1 :2 = I i,1, ,��, I!7�1, t I i ,il't 1 i1'4, �j I ORGANIC MATERIAL (CLEAN FINE SAND). I 1: 11 - . < Lr_ ' , ! I ' !i ,jj; Lj 1�1,� , I I!, I '�1'1 " - z 14 I I , i I �11 I I r i I , ­� 11 i ! :11 �1� � �lj . 11 cl� 0 t�j >_ , , , � ; I I'Ipl 'ril � �I I � K I (D , E. I CO . �;,li!' lf,�;J: l' ii I I i 1 ,i ; I i I I' - . . i I I - I I , I - : 1: 1; ! : I t .i 1, I I I I 11 I � ,I ilit j ilf, i l� �': '1�i 1 1 1 �,� I, . --- - - I I , �-i ': l I 1, : j, ,;!;: I � - - LLJ F,� < li I 11 I'lil lil, ,it �! ��i li, ,, il �', i :i1l�i, i lj�I ll,;I�ill L ; � = - i- I � I I i � 1, �i j ; I I I i I , ll� i t 1, ji� !lij;�I LIP to WALL BACKFILL MATERIAL SHOULD BE TESTED AND APPROVED BY THE SITE GEOTECHNICAL � I Il I V, z< �, L, "� I (0 I I I �t� I , , � I I w L Ill 1 J��, 1! �p i ull 1 I �; 1, �jl I ! ::: ;I I i I i,�,,,,1! i� i . l , �11� ENGINEER FOR USE IN THE REINFORCED SOIL ZONE. I I � . I , Ln U_� � 11, i� , 1, I I ill 1 T , it, I I , I - V) 3: 0- 77 ry I , , t - t : l�� fit, - � � I�i I I 1� I�; 1, I I i I� - _=M!�1!I�I I- - . � I I 1 i I -- 0 . 1�, I ,,ii i1i : �!,d � I j ill 14 i i �,, q i I �,�, l��, 1 : I gp� =I j I : : ,4, 1, , 1, � , , ��! I, I, �,I, I " to ALL SOILS MUST BE COMPACTED IN MINIMUM 8-INCH LIFTS TO 95% MODIFIED PROCTOR AS I I �! , I I"I I 11 I I :11��l � � ;..; . >-j (6 C� >_ ! I 1� - . - Unreinforced Concrete or Crushed Cn F) LLJ ,-' I I � - I . � i i I i i'' ��l� t� 1 :�i I DETERMINED BY LABORATORY TESTING, �� � I - Lap Min. 12" V) L'i ;i I 1`1 1: 1 l"it i I i I I , I � - -U�1�-U&��- CEE�� li III In � i I I , �i i i ; I I _�i -M�,� - �D , r I �� : ; i : : I 1 i i ,1 ii i", 0 j ' 4 i I � < I I � i:, i � 1�� ` 7 1 ��Li :D Lj I It Ij14 t � I I : T i I i �j I��'ii, � t4 :E I t ,I ��L 'I� : I ,� ! I ;�i ilt��1 I I I� 11"I i" f ll� !'�� I Il I Geotextile Filter Fabric Stone Leveling Pad Wrapped in Lij 0 U) 2: . I i I "i I 1 4 1 I 1 � o THE WALL CONTRACTOR SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO - � ,I I t I �i ,4 � ! �rljj I ' I� i � , � I li z 11 0,1 ��,J li� I ; I'll I �, � I : � I , � , , � I �11 1 i (�F:o u�nd a t i o�nSs oiii�11 ck Between Each Grid Layer Lij , I 11 t l , :: � I i I , I I �j � �, 11, I CK Ld 0 1 � i , 'ili � � I �� , � I i i l I I , t Ba a- (�3 ci� 1-- _j =� C) .-i I � i I ,I lil''I : : I I ::) �l�� ' d,ill I I . 1 1 1 4 L I Geotextile Filter Fabric And Keyed X �, 2_ I t, , , � , ;i , � i i , , I I GEOGRID: STRATAGRID 200 And Along Reinf. Soil Layer/ Z < I I I , , I Ii�! i 1! ;� I 1:1 � I ii !I jl I'll � i I ,i I Under First Block Llj - X (� -) � , �� I I I ' !i, i � I ; ­ � �'; r ;I 11 I , � Ill i ill , 1 1 1 i � :I 1i �, PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND COMPACTED N LLJ W - < > 0) 0 : � : � 1� �t�,it I :I \ Unreinforced Concrete or Crushed I , ,; � 1��J 1� � i� ;i� J i I l I [jjIL' I I i I THE REINFORCED BACKFILL ZONE. - Lap Min. 12" y BY STRATA SYSTEMS 3: z 0 I , I I l,L �� i i, ,"�,Jill i,� I vil , lit I!I ii __j ­_ I I � , I' I I 11 I : cc� -L ­- D ]'61 1� Geotextile Filter Fabric L,J L i; 1_1� �i I �i I� � I 1 lit ,dil : I � : I i" � TESTING FREQUENCY IS AS FOLLOWS (OR AS DIRECTED BY PROJECT SITE GEOTECHNICA4 Ill ii 0 " I I,I, I I ,, ,, I 11 � � I I Stone Leveling Pad Wrapped in Grayel Backfill Interface,As Shown 11 ; 1�,l, Li� , I , I 1 ild , :i,,.,'1;[ 1 1 1 ii I I i I 1 11, I I ill � I I , , lF I i�_ 'j " I �- !I 1 il i i :� 7 I' L J, , it�lfi� ; I I 1 it 1:� Back Between Each Grid Layer Geotextile Filter Fabric And Keyed � I �� Y", I I I t i i��i .41 , �,;j 1 1 �i � i ll� l��: i 11 I 11 ; i i I� I 'I�i 1�i I i I L I i '! i " ENGINEER): And Along Reirl Soil Layer/ Under First Block . U) 0 E \<, X I I'Ptl , [i i�,- : l:I ; 1 1 , I I li 1! 11, i I = l__ Ill V I I I � ;Ifj ,�� I ill , I I ;:, ji'll I it I i, � SEE PIPE OUTLET DETAIL, SHEET S-3 FOR U-1 � ��i� � it ill l��t 1 : li �, i I �, I � 1: a. ONE TEST FOR EVERY 2 FEET(VERTICAL)OF FILL PLACED AND COMPACTED, FOR EVERY I LLJ _E ­- rn I ; 1�1 i�:1 it�l,,' �1 � I � lji tri I I I I I I "l, in (.) 0 < , I I . I '' , , ,_� I I i I I , I IF .- I 1 1 ,i , � I l i il 1 I 1''l � , It , , , ,, & i t = I I I I , I , � I I T ,,I ll� I I I I l� I, I Gravel Backfill Interface, As Shown MITERED END SECTION OUTFALL PIPE Typical 6.0' Max. Reinforced Wall Section 0 ­- ?� F5 ry , < I � I ll�i l� Ili 1 1 , i I ,,� ', :�, !:,I 1 ;:i il, �I I , �: 50 LINEAL FEET OF RETAINING WALL. C PENETRATIONS, IF APPLICABLE I I 1, � '1� , � I I I . � ,,, ir it � �ii ��_ l, I l,1 if I 1 il� i �� l�� Ill n I i �, , t ill!,[ � �li , � :1 � itti .1 -1 , . , rjjl� ; il, , 1 li� I I " ., il 1 Ill I '111,1 � 0 I ,�� I 1!, i � I!: li I r: , , I i' L b. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED � I il 1, �I I , ��'i ,�, 1 : F �, Ill � , With Guardrail - Wall Section 2 _-D I !v� , i i� � � : 1 ,4 1 lt 11 , \_1 I 1! I �19 ; � I I 1:� I I, I � i I I I I � I I . �� i'� � i i : �I I, :� , I < 0 i I I I I I I It, lr� , r� �1- ", Iii, i I , Ill, 1 ii,, � i,Iil!ii � ; ''! ': SOIL ZONE, INCLUDING THE AREA COMPACTED BY THE HAND-OPERATED COMPACTION Typical 7 Begin South End of Pool to South End of Grassed Area - East Side of Sherman's Creek (± 124 LF) L1_ It 1. I I � I I , 1. I Il' '! 1, ,, I , I 'll, , ji I , i� 5 1, 'I' ' I � f '!��, ;It �j ill � il �� i t 4' , 11 , � 5' Max. Reinforced Wall Section I � 1, I ill i , ii 1 , t 11 'Ili �,10ll i , I T il "I 111� i i '�:, !'I I 1 i � ! id� fl i, i 11 � I b -i 11 I �1: I ! i � I ill - I Ill 1, 1 , � ,,, I I �, 1 it !li, ��l: I ,Ii � ,11 i 'ili 11 � , I � I liJ,I" i i " With Guardrail - Wall Section 1 Compac Unit- 1-1/4" Setback )l 'i '� L fji�� � i� I I ,��i to FINISHED GRADE MUST PROVIDE POSITIVE DRAINAGE AWAY FROM BASE OF WALL. EROSION I I I it t I ! :� I I I 'Ili ill I I L l� , I� - t � 1� - I : I I �, I , I I ; 1 � I , - . �� L� I � I , , I I , � ! I - I ! ,�� 1, I � i i z I, It i I ,!i E I , ,I I I I ,� . I I : L'tl , � ! : . i!", � I , I . t il ,1 i ; � , �l i � 11h, il, :, n. Low L I I f I � I I ll I, I � � 0 j � � �i i� It li, � j I 1 i 1�`i� it I o UNIT DRAINAGE FILL IS 3/4" CLEAN CRUSHED STONE. AVOID AGGREGATES THAT ARE ROUND IN � , 11 �qlhl' �i' ' � , �ii I' , i III jr���,il�i �ii, li 1,1 i, , : 1 PROTECTION OR SOD SHALL BE PROVIDED FOR ALL SLOPED AREAS AFTER GRADING. li I l I ! , i � , 1 11! F � , il' I '� � i" " Ill , I, � � t: 7 , EQUIPMENT. M � ill i� i13�, ;I t 1�f 11 � , ii,� i!l , `�ij t " � i � (N - - I i � i, I � I , F I jt ! iiiij I � ��t Ix L J�i: i :� ' �I'j'L i 1 it �!,I� � : il ll , l I , t I � 1;111 1 , 1 �1 Begin North East Corner to South End of Pool - East Side of Sherman's Creek (± 482 LF) 11 Mi � ) I ; it� � i � r it 1 l 1 8 1 I i �i � j i i t 1 ll�,� . �1_ it �1 I I i I A 1:� I� ill I L � i I I l i , I I ' ll i,� i 3 l i� , I� L I 'i I �1,� , , i, 1 � ; . � I l I I � li i '1�ii , , Ili ill- lil 'i, NATURE. egin Sou Permeable Soil � I I ''I " ii] i I il� l� 1, �) i''I�� I i l� ,li I I I' i � I I�i I tj F I, , I B th End of Grassed Area towards Bridge Headwall - East Side of Sherman's Creek (± 80 LF) .6�&,t,-,I,�&�&6���G.&,G.��Li,.&.Ik.11J.&�&�f,���,�b�,.�,�,, ­­ I--1,I I .1....... -.1-1-1-1-1-I I . I , I I i ,I i , ! ,, , 1 1 ,i I ll I . �Ii;�ID I l I I � 1, Ir � i "I , i I � I , - I I ; : ��IL, i , � I _­---- ­­ I �lil,it l,� I � I I I � 11 I .1 I ,It p L Ill' [', 1 L I I i ill,� : � . . .` 00 Ill;lkillillkl4lokill Ill - - I I , I I I I ill f, 1 ill lii ,,, r I I d i�I,-, , I � to LEVELING PAD IS CRUSHED STONE BASE MATERIAL, COMPLETELY WRAPPED IN FILTER FABRIC. I, � X// Ex ap % ! ' , , ��� �i 1 , t, ,:]1-1j, p I � _: 1 7 , � I . I / I - , � I 1,r, I', ""I'll 1; d'�ll, "ii'j, //,//// , , I - I I 1jj,-V1(jji "i't , �J­Iill, I , i I 0 I�I", �i�,�,� o GEOGRID MUST BE OF APPROPRIATE TYPE AND LENGTH SPECIFIED IN THE PLANS, I I I �gg-"-%_ M 1".1," , ill, . I � ,t 1,1� , �r ,11 I I I I 11-1 11 � ''3 . ,11 ,I I i-I - I � ,� ,�,ri��Itll�! - I . I � 0 , ,��',t,�Ij� I T'i'It"j,"ii i,Y,,:tj, tipp,,i, ,�, , i I ,,l I'' 0 Compac Unit- 1-1/4" Setback I � I , � 1, Ii ,I 1, ill' K i ��'jll, IL li,I�,� i I " I , ' 'l � Landscape Archit , � , �i �"` _�! I ��� i�j4j�l!l'' � I (Coordinate with ect For End of Railing Section) lil ,� , ,1' , !��j `� tii�,�i �i �I 1 i"i� I I , ,�\ TOW =9,00' i ,�!l!l ji 1 ,� I ��ljr­ i� � I 1,1,4li,till I , !I ��rj,,,,,,iitl,,�J'i�1 �� I � I �, - ii'i ���,,L?�,1!11���'���,��,,��il���')��!��'L",�,;:�, I ), )� " ," , . � li j,�lllt�,,; , liii�I , ll "�"I � '.�`;"'t lL ' Ii, .1 1� it I �� '�j, �i I"i"t� I 11". i"t ,��l�:i'i�V I" '" ',)�_ji L " ALL GEOGRID LENGTHS SHOWN ARE ACTUAL LENGTHS AS MEASURED FROM THE CONNECTION I I , . I Aitty"'. I I I t1j I , " , 11 t .........ll , , ll'_t-,`�iI��,�il I 11 ,V19,_ l ;,�.,�,, �:��i­ li,­, I �1'1l­­ :: L ll,�,I 1 ,I', '"', Ir iii'' s " �': , ,;"i , Ill, , � ", IQ- ,,,- -,,,r,,-.,,,,,, I ,� '_ �, ,,��j��l!', �,,,,�,�'j�",����"",.,��i�l�'i'�li,,�,'��,,,-�"",�!�,���,�,',,,�:�l,�l "'t '10 �,�, � \_Keystone Compac 11 Units , i""i",: V�,�� I , �' i PINS TO THE END OF THE GEOGRID. � I I- 1"W,� ? , '­, ,,,,,I, r' ,�,ii:�'',, ,�",,,,,",,.,,,V,,,,,,, , � L''"" - I I" l;tL i I 11_111­1� 1, . """.1, ,l'_­� -l", 'I', , 11�1 11�, ,,It � I , I� '17 ,� , " I --" ­ � I , � if, I I 11 -, ,�,t ,,� �,� , � . Grid Depth = 95 1 . a 0 � I ,) r , il" I L ,r,ill (i,l ill, �f, ,,, li�"'li,":1 i J, , ,,,1r,,'',, �,�' t , ,�,Ii,' ,i'_,�� t 1 1 `9 . "', I 1 - '�.I, I 'L" l' ',ll, : , ' ' � i�i� 1,11 , , I 11 . , , ;1 � I " li"ll- � ,, , 1,;�, "i � t"I to GEOTEXTILE FILTER FABRIC SHALL BE MIN, 4 OZ. FDOT D5 OR EQUIVALENT, 11 � Y ,lil� ''I", l�',l�i�l�,,,J�ii�i�,`, :, l. , � I , ,,h -11 I . 1.10 ,,,,� , �,,� ,,"- � �, �, ' �'x I,`� :It,i, �i�� � , �_Ill 1, 11 � ,�Z� " ""' ,;`1 r',� I,tK "I ": ­ ' ,i , �v ;,l�I i I r, ,ii lj�,�,�L ,� . ­_41, I i . � I %,"' ,��ll,t;:-_; , iz,_�,��"":� , ".1 , !_ %,,�j ,,, I I 1"-1-1/4" � I � � I �­ I i4.,- ` � , -�,, .1, �'' ! , ,, �, " ,� -­ , I �­ 0 . . . I 9) - � � I I I I ­� +­ j � __ ,� I . ", ' ,��!I�,'.,�,�a,igii;(;�,I"", _N I --- I I I , !�' �", I -�. I .� , _ , � , �;­ � �`;fli'�,�,�t,-*',��I-ll�" I " ��l Ltl� I� I ,I�:11 r.�,� , , 1-1 �,,,� - � UTILITY INFORMATION WAS NOT PROVIDED TO THE ENGINEER OF RECORD FOR THE 8" Min. Low � I I I I ., L 0 om" I `�� '�I�'�`,'t,��i`��1�.' " �i I I , � _ t I ,­ � , L NI: M 11, ",�!:'­;ij, _ �, � ,tV.I� El � I �� ,!, I �� -1, it, - ­"�i �_, "­�; -,`.l,,��-­­` . . PRE . . � I 1 W ub& ' I - ,,,: ", i­, !��* t . ,,,r _,-, I I W" - � I .1 � ... ,� f��,,:e��l,,�,�', ilt , I _,- , t " � _ _ i'�11'1 �'- PARATION OF THESE PLANS, AND THEREFORE IS NOT INCLUDED, IF UTILITIES ARE Permeable Soil I It L %W LU ��),.i�� I,- 4 I ��-;�,l,:� �, ,? , ,. .1', li ' �' 'q -" r I , I I ,�I' t ��it l� ,1,�, �. ,, -I� ., � � I I T11 � I 11:� ­ I It , ,�., 1 �. � .� I ,� I �" <It j,:, � I I - C!%99 tD 7 >� � � ���, : I '. . � I I , I I . 1.�_�Il �. I I'L,, ", i�, , ,�,' .. z - , 1. , 1,4�,' , I I 2, t I � I �li ,,, '' , ;� 11 I LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER OF RECORD MUST BE ; Ir ,�l _�,, I ,� ,._,� ",1� � t, `%',�,,;�,� 1 ; I I� I-11i., �I I 11, ,lilt''r , , 1 :1,1 iq­. � ,;r � I : il ­­­,,�­ TOW= 9,50' . � 1,i� ; !� I I t - � I ' L� " lt.161,�J,�1_11. ��J­11,­­I,.G­.I, .l--1-.1.,. � __ e 24 Unit Drainage Fill (3/4" 1 1 :� ;,11'It I � ��i,l ,,I I,�� ji iNil ill,i, � ­I) i"', �,,il,,,�, , ,1,�:i 1�:'i I 1 1 t i'� I I , - I i 1, I; I NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE 1-ii-J, // . I r I . I . I � � I I , i 11; ! ! I ! :1 1 '' i� : / ­I" 11 / I i I ! I I � I I I /� // I b 60 -E_ ; W I I I � i I I : I . - . �. . I � Crushed Rock or Stone) I I . I 11 ,L1 N l � ! I ': I z i� �[�',,��i� I : � � � el � 'i , , �m I I 1 r Jc�o, � I i DESIGN AND/011 PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED. - ,g//////,///////,&I L , !� , i , I I I � ,Z .r-� M �d I . � , I : 4 � I I ,:: 'I , i ili I � ,I � ; I I I , ! : , - [;I ;�l ­ � ; I !I � !i, ti! - ! .i i to UTILITIES MUST BE PROPERLY DESIGNED (BY OTHERS)TO WITHSTAND ALL FORCES FROM THE L 11 � 11 � ; I i I I I TI i, . , i I I l:, I I I :1 �e) - -1 i � : �: 11 11 I ; ": H i I t I x I I ��:, , � I I i I I I - " ; 1 1 1 1 : �� � ,: I = C� M .,lj,,"-, I ll i,: I %, I ,i ,,, li I fj�i� ltk ,: 1 ; r 'I 11 , I I 1:1 I i I I I SEGMENTAL RETAINING WALL UNITS, REINFORCED SOIL MASS, AND SURCHARGE LOADS (IF Grid Depth = I 1.0' I (�i� I � .- . -44, , I I l: � � , 1 11 , �i:: A it I 1 1 ill l! 1 1 I [ ill , I I I , � � I l - . � I : � �:, I i � � I i- : i : CL . 0 -, �� i I I , r � I; ; , I I I . � � , I ; , � Ill ll I i : i l� I I I I - a) . � :2 Ir- A ,- � I 11, � I : i �1: I : �," I i i I I ANY), I I I ! �� . I I - l; I i1i �� 1,, i , � ��, , i � It 1!� � I i iii t I I I ii . I 1�il . I 1! I � '! , � � :1 !i :ii I . I I � I Keystone Compac 11 Units � . - a Cr) ­-- - : I 11 � l i , :11 I i �l o STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS . I I : I � I !: : ; I , ; I ': j:j I . , I, " L t 1 !� it 1 � L '� �l � , I ! i I �l I I . , t, !I jl� 1 z , , I I I - "D "i ,:,!� 1, i I I I � i !i ! 4; � I : � I �i: � I 1, I �. , - .r ,�,1 ;I , 1 1 1 � I � I I : i I i � , t :� L I I I ! LOCATED WITHIN 100 FEET BEHIND THE RETAINING WALL, THE STORM WATER PIPE MUST BE . - . ...I .., - L � i I - N �! jii 111i. '1"1:1 i! i : j 1 � 1 �, i � � t I ! I I . � I. 1,r . . ,r I, Approximate i V NWL=+ 1.4' I 1, I � W I 1 $ �� i I � W I �� ; I I I I I I , . . I 0 . - I I ill A , I, [ i � I : 1 t I ] � !I i I ,: - � . I . 1 4 � i� r, j, ' t � i I � I : , I i I WATER TIGHT. NEOPRENE O-RINGS MUST BE INSTALLED AT ALL STORM PIPE JOINTS, AS A t�,­: I . I _� 1 I 1: , l t [I 'll l I � : .1 . . . I. 1. I - 1V I , I 11 1 , i � I . , . . I "­,��­t� I I L I I � � Limits of I I 41 �,; I j: j , I ii it I � it j i Jlill :1�I ! , : i ��,�� �i�, 1 i i � >_ I I I I �I , Ili L' I , i, I MINIMUM. i � i � � �� i 11 � , I i l'i, ,l I !,,�l ! - . I I � 1, 1", I 1, :1 �li� , ;r I Ili i _-`� BOT =i 1.0, I , q �111 I�1) , 'i W, I I �, i", 'i, , l ,I , it,1, ,I I (�Ke�inforcod:SD61 --I_ X 11 11 I I ii ! � l Il ,, � Ill I � I ­Lj[­ , � ------ , 11 > � �(:: �1) I, I �d� , ii, 'Ifl, I 1�1,l i � � j I W C� I � �. i � I It I I 11 j 'i � M i it r 11 l to WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATERTIGHT WITHIN 10Q FEET .­-­ - I � �,'j �ll ,i i �� 11 I �� V-1-1/4" 1 1 r � [ � �l I 11 I � i, I , 1� ill", I I 1� I � I 11"' ii , .I I . . . . 1 I � I J li, 1, , " .11" i lrl� ll�1 I' : - I 1� - , I li, i il,ill t � fic 1 l! I Ill, I ill ''I,,, I'll'i I t 81. 2 I I t I ,�l 'I [ I i i I I i" TAINING WALL. LEAKAGE BEHIND A RETAINING WALL WILL INCREAsEtH'ill I . �- I t i .. � 11 i jj�i"1'1,.�r� I i I 11 I BEHIND THE RE 7 =5 Fr, < Y"'i � I jl� ,: 1 � it l�lii� A lil 11 I��tl, '11, 11 , I il I 31� � ti il 1; : 11 ,i'�rt . I flit �! 11, , � ii, , ,F� , I Ii I I l :� ,�! :. I 1 l :�, . . I - I I i i" lit I r � , I i�,I� �!�, I I 1, ,fi" i i �!i� , I I I I . I ; I - - I I ,�� i 11 : I I q . I 19 2411 � V_ T" 1. I - 1 I I � I . _101 I - , I l I . I � - :� ll��J'; � 11 � t , 1,1 ; I i, , ,1,�I! I , � � � jr,ll� '�i , SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE I'NSTALLED ABOVE THE . I I I Unit Drainage Fill (3/4" � ---ill __ < F I : � : W i ; i , I ! rf " f , , II 1 : ��1 ;_j ,it : i 11 . l i i 111 I 11!-'� ,$ , , ; ll j V l til,,Ili ,,l��l ll�I I, t, . � = � i = -1 I I I I i I t,: � �j It :� 1 � t �jr I !11 1 � 1 !�, I , � REINFORCED ZONES OF THE RETAINING WALL, OR WITHIN 5 FEET OF THE REINFORCED ZONE. - 11 Crushed Rock or Stone) i i I t:1 I I i � I i: �� , , , � 9R*4�1 riT7 ��: 0 .1 � � � : i E 1::, � I,1 ,l i � I �, I � ,I�1 'l r I ii I I I co - - D I . I 1: �11; 1 �,�,�� 1: ; i , i fl,l �� 1 0 1 , I I ILI:: ;! i I l i! � I � � t '! I �� i I ,� I I t '� , I � i it � �l� � i 1 I ;WF I Rw�_, . ii! 1:li Hill I i ''1:� �1� Ill NOW < __j i I . I �ll I 1 ! , I I Z," , � � I j i i't �it " ­ I f &� , �i!:i f, I'l �ll ! i �l�, I I � o CONTRACTOR SHALL REFER TO KEYSTONE SPECIFICATIONS FOR PLANTING AND LANDSCAPE . I f - - i , I � I I l 1:11 I I � , � 1 1 � ��,�;i ,a. I . I ; , i i ii'�fl, jii 11,, i,,I it . I I � 4 -oundation Soil 11 t I , r � : ,t , "�i I :: !lt : � I 0 1 1 1 1 1 1 1 1 1 �; I i , I I 1 7 ;I! r A 11 � I] , 1�1 : ' 'I �[It�1, REQUIREMENTS, PROPER LOCATION AND DEPTH OF PLANT ROOT BALL IS CRITICAL TO 1 . .I I 4) . I l:�� I !I , 1, I !,�i,�;i�j !, i i I i ; I I I , ,�ll � �� ': � i , I ,I :, l�) : r i5 � 11, � I ;,I 1 , ;i,� � � � � , I � � ! -1, . � 0 1 1 l I I : - - ' 'j� � 1 � ill I . I ; , it, ! , � � 1 i , . ! �:� � I . � i l�� IL , .11 " 1, 'i� � � ,i � I i:,� 1,1� i� . I I ji'�iiI , t Ii, l � , ,I � z NCE. I I I ! I . , r: r , . lil � I - Unreinforced Concrete or Crushed I� i I �''[Iil� il� I I 1 41�i�i 'i 1, idi I *10 , I I 1L !I it , I 1 1, I . -E� _E :,� z , i I I I I � I J! � All - I I I jjj i i I I I : I x 1 1 1 I , , I i I : . r_ 4 Stone Leveling Pad Wrapped in - - I I : I 1� i i � 1, I I t I ------- z i � i 1 : , ; - . it , ! � 'I :,I I I I I I I pf��i, I � t . I� I ,,, i ll� I ::I 11, I li + 1 I ��j :i 'I, 1 � REFER TO CIVIL DRAWINGS BY TAYLOR&WHITE, INC., LATEST EDITION. THE WALL DESIGNS I co Geotextile Filter Fabric And Keyed z 0 lj I I it � :�: I : ,I 'I , I i � � l 1 1 ill 1 1 L 11 I � i it I : I I I I I I- I "I :'' i , I �1,�: I � i t I � :i � 1 7 � : ;, I I I � L . ? I I i I I I I ,I : � � I ! I I : � And Along Reinf. Soil Layer/ < 0 1 i I I � l;I I I I I �i . !I i�,jl; 'i � 1 1 �1 1, 1 1 � I I I I :�E I . � � ,Il ,, I 1:I : 1, I M i�; 1.i I PROVIDED ARE NOT INTENDED TO BE "STAND ALONE" DRAWINGS. WALL CONTRACTOR AND I 1 6 Under First Block < - I d I I t ! ,liff ; i l 1 , , N 1 t , i. �l: 11 jr'[ 1 ' ; �il It , - tl: j I 11 L':! ��!i: t 1 7 , 1i J� � :1�i�:��i� ` o FOR SPECIFIC DIMENSIONAL INFORMATION OF WALL LENGTHS AND LOCATIONS, PLEASE (�� T I Geotextile Filter Fabric- Lap Min. 12" �7 ill i � 1 , 'i l I: � C � it Back Between Each Grid Layer ;i I ; � it " :l I � , L I I l I I I �I I 1 : I � I if 1 1 �I i ! i i 11 I I . I I I 1 � L� ' L i I I f I ; - I jl`,�, 1�h I . li ; f r ii i� � i i'll I I I ��11,2 1, 1,11; . � , � I I Approximate i I It , Gravel Backfill Interface,As Shown I < LJ.J ii I , I I _j lji� , I : , :1 : i 1 1 i I GENERAL CONTRACTOR ARE REQUIRED TO HAVE A COMPLETE UNDERSTANDING OF ANY AND I� I i i �1� �jl�ljl, j, 1!� I � I e , I l i I . LIJ 1 ­ I !-1 i I ' ' I I � �, I I I ; i!� ] I , � ! I i I I . BOT =:t l.0' I , I i ii �i: �t 1 : I I � � . ,.� I � 1 : � � i 7i: i , i , , � i , : �i, Limits of � i t . I 'i I ._1 I I; I I I I � , l i I ,� � 4 li� 4 ALL OTHER STRUCTURES THAT MAY INTERACT WITH THIS SEGMENTAL RETAINING WALL. THE . I I L 11 � : � 1 � I I M Lj I l_i � t iii [� SEE DETAIL, SHEET S-3 FOR > I ,� I I I 1 � ;l , , I! 1� I I � 1, � - I � �� 1 : 1, i �! 1 , � . . ,I I ,i �! I WALL CONTRACTOR AND GENERAL CONTRACTOR MUST REFER TO A FULL SET OF UPDATED I ih'�, li� ll i i ,ll�i, ,! i l 'I, I I I 11 . Typical 8 " 'i !it �l i 11 'it . ll I ! 1 i, �j I P i, i I , I .0" Max. Exposed Reinforced Wall Section FENCEANCHORAGE I I �,,l i , �� I � i liNNE > ( :D �i � i : !it ,i, : ' it 1 1 ry -) -) , ll tli : Ili I :. ! �; i i , i�� I I I I I CIVIL PLANS FOR THE PROJECT TO ENSURE SUCCESSFUL CONSTRUCTION AND PERFORMANCE � I ( I ; I � I I I : 1 , j J, I � � I I - 0 11 I I I i�, :� l � i I I : - : I � i , I_ � 1, ill j! � l, 1: :,i . I 1 , , ,!i I 1 i'Ll l�l 1, I �, 1 7 F-_ I L4 I I, ,� Ill Ei 3 I � i il r i , I � I i I i !:, 1, �1, � L I i ,� i� I tj '� OF THE WALL SYSTEM. THESE WALL DESIGNS SHOULD NOT BE REFERRED TO FOR CURRENT Wall Section 4 ill 1 �I, ��, I i �� � � IL . � . i : i i ji���i, : 1 �i � I I I �:l L 1 [i ;1 J� li �i i ' 'I li 1 � ­ 141 11�1 , t ! � I . I � F:: z I �t " i I 1 1 M � it , : :: , ! :! � , , i , 1 I - I l I - - ... .... 'I I _ I'l I �I . , operty, IS a k (± 230 LF) 7- D I I �, 11 1i _1 I ::: "I... i 'd i i : ll 11 I.3 i i i!��!�! 1 i� ll � I '� I :, i i 11, SITE INFRASTRUCTURE INFORMATION. - South End of Pr outh of Access Ro ' - East Side of Sherman's Cree < I ill t , k i 1 Wt: r I ,: ii I' :l I I : 11, I I ffi-7=1ffl1Ar4F I j=m-;U&E�iG-f�r=AI�Flf'_-___ 5 � I � � iii� il , , , , ,i - i I I I I 11 ��: iill I, l� I �l: ; � 'I J��� � � I i i CONCRETE: ;:--I I I - - I I 11 !: �t � : : t I��i � � 1 11 .. i � , i I I�, i i�� " � _BWWW t 11 . ,� .1 I . l� �! i ��': , I I i : � � r i , it 't . : I F ji , 7 1 t � ll i; I �i �ill i ,1, �1,11 li, l 11 - Compac Unit ,�11-1/4" Setback < I 0 �_ �l I it I i : : -IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. -- - I :I: i j 111,111 11� . 1:� � , l� 1 " I oCAST ;:" I ll I I _� I , 1,:ll L 11 I IN I i� ; ':1 I � I IN 1 I I ' ' I ,� � � I I,: I I I , i � � it i I � 1 I i 2 � l i,ii �` I - - I � I I t I I- �i j �I �!­ I j , I I ,�.� , I . I 0 < , 1:1 ,�, I "�� �j j : 1 1 r I I i � ; , t� 1 � I I i 7 '' ­­ I I , , , d I! I iii i� I I li�,; 1,I, r _ �l, � l 1 , � , I i ir i '! 0 CIVIL ENG _" PROVAL OF �__ I i I 'I I �1 ' l,,,�, ,I i,'� ! � i ,1,J,l� ! I ::J� � I I I to CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC. Unreinforced Concrete or Crushed WALL CONTRACTOR SHALL PROVIDE THESE PLANS T I ill I � I I I I � � I III I� Ill �11 ii!f 1 I ll � , � I I � I L � t, : I I to REINFORCING STEEL: SHALL BE ASTM All GRADE 60 Foundation Soil 7 INEER AND LANDSCAPE ARCHITECT FOR AP ELEVATIONS PRIOR TO CONSTRUCTION, I I - , I "I ,� I I I I ! I : - I , i I ; I Geotextile Filter Fabric- Lap Min. 12" ELEVATIONS AND DIMENSIONS SHOWN ON THESE PLANS MAY HAVE BEEN REVISED. E.O.R.ASSUMES NO RESPON�IBILITY FOR ELEVATIONS AND/OR I < l�, , Ah��, t , i - - i,� I ' r� p i I i j I �l li'lli �l - � ! ,!� 1� I 11,. ��ll!; I �I, I i , � 'I 1 ' ' I Stone Leveling Pad Wrapped In T_ I I " I I 1 , �� '! �1 !;il 'I I , �� i , I� STEEL REINFORCEMENT: I i 1, I I � jl�i I , i I 1,� ,, i I I I z DIMENSIONS SHOWN ON THESE PLANS. REFER TO CI i , I � iii!l!' � I rilj !ii�, ! :,�1�1 1 ; j! 1 , , I : I i Back Between Each Grid Layer VIL PLANS BY TAYLOR&WHITE, INC. FOR MOST CURRENT GRADES AND PROPOSED ELEVAT ONS AND 1 1 lit ;.i � k It. I I I! 1 I : I ­ ii 4 :, � i . 1, !I'I, :1 i I !�Ji 1 !"i i� o STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN Geotextile Filter Fabric And Keyed ADVISE E,O,R. IF ELEVATIONS DIFFER OR IF A SPECIFIED WALL ELEVATION IS NOT DEPICTED. I f , , ''I It 1 , I I ( I� : ,� ", ,� I I � 1,, ,jffl" :"',"�?'��J!''i j­l' I I 11 iii i � ��,! t,�;1 1 :i I 11 1 ;'I it�l ll� i l'i j'� 1� � , ti Under First Block I . - I � I I 1, �l! � ,� i� � �! ! ��, I I, -� " ,� , ill"till ,1 ,,it I I , And Along Reirl Soil Layer/ I �r- I . l;i [� ��11 l Irpi, I � 11 It I j,il�!���!,I ! i I q, l it,`li i I ,, , I THESE PLANS. REINFORCEMENT SHALL BE ADEQUATELY SPACED AND ADEQUATELY I 11 I �­­ '' � , 11�l li I - , � � !V�,I I!, f , 7 1 � !I 1:;: �' . � �:, I I Iiii i �1'1" �, � I , � ii,�il i 'v�l!i;� I ii� I , 'I I I :I� i; I FOR TRANSITIONAL WALL HEIGHTS, OTHER THAN THOSE SHOWN, MINIMUM Bill �BE EXPOSED WALL HEIGHT ELEVAT � � I I I �;,� I I ; I I z I � , � jll�, � I I I I , , 'I, , , : SUPPORTED BEFORE CONCRETE IS PLACED, [ON(Il+10% I ��' , k 1 i 1 i I lill 1;�i�, ,i�� �i ill ,�� i i Gravel Backfill Interface, As Shown OCK EMBEDMENT SHALL, I lv�, ,j 1, � 11 j,11�,�lilll � " i ,I [1 11 . I Ij , I � :1 i l I LqL I .0 il I � I I I I , 11 I :il i, ' ':';i�",! I ill it , � ; 1 1 I � ACOMMOOMPAW 5:1 5:1 1 1 , � � � � !ji[ i f I I I 1� ,L�' , 1, I I l. �I '' I f i , I I I il AND NO LESS THAN 1.50 FEET. GEOGRID REINFORCEMENT SPACING WITHIN TRANSITIONAL AREAS SHALL NOT EXCEED 2,00 FEET AND 'O 1`10 I , � i t[li�!�:,i I [ ' !I : i i� I � , ,,,,, I I i I;I 11, : , I I�, ,I� I I � SHALL NOT BE �,� i . ' ll � 1, � , 1� Typical I x. Expos .0 -0 ),� I , I i I� , Y , I � i� ! I: I I i, i �. i� � l I lj;itil , it, i':,i 1:1,1 i 1 3, 'I 'I, i , 1 if , � I I'� �j 11, , 1 I 11 I:,' o CONCRETE COVER SHALL BE IN ACCORDANCE WITH ACI 318, SECTION 7.7.1 AND AS FOLLOWS: 0.5, Ma ed Reinforced Wall Section 4444 W 78th Street 0 7 1 , f , I , , I 1 I I LESS THAN THE.GREATEST LENGTH SPECIFIED WITHIN TRE ADJACENT LAYER OF THE TRANSITIONAL WALLS. I id, � �,A t : I i:1� , , �`.11,� i I I, E I I I - >< , it l�� li� -1 � I �i I I ,,t I I I i'l .11 � I I�t I < - I It I 1 $t l 1 ljj�,r,1,, � rj : - i � I Minn lis, MIN 55435 -, Y I ! ! , ,14 i I li�l 1. i j ll�� ii :, i :11, I �, i : ! � i I 11 ..IN I I � It i I I "ll� i � i � � i�� 1 jL'� I I 1 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH c4omw I- � �� I p it ,I ,i'l ;i - V I - I � , 1, 4 ,; I I I 1. I � � e9?2?8"97-1040 9 < (j CL 2< IV C)d � l. . �, i IF ;6, i ii I I ' 'I ii i : Wall Section 3 '3 0 0 CL-) 4� 1 3 I , it , - 1, . , , ii , 4 , � 11 , 11 2 �c 06 0 �. It I � I I ill, ,I "i ;-', I ;;I� ,III li;l � � 1:11i ill ;1 , , ,ii ,�� I I i, i ,�, I '', � �:'",, 1 , 1 "it, I j "t,.�',' ,I ,,,, , o VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 48 BAR DIAMETERS, MIN. I 11 l,,� I:1 i,�r,�' I . ", � I , I � � 8" Min - 0 < a - �� (� . I i "I x I ,�i .I I I ll�', ;I �",i�­�,%' -�,� 1 , ,',�. 1, i ,­�,��,:�. ,i,��,,�.� , 'N 'j�l - _1"'."-,".-, I I �, I., IA�­ �[- ,, I,,,; 1. . - � 11 � � ,I It,,,���"Iil t -�I� .-,i r.., , �� �,_ii-, --- . L - ! : _:�il' � '. I� 11 ,, i`��11,.,�� ,�, . , ict, Wall Section North and South of Bridge - East Side of Sherman's Creek (± 132 LF) I I I � _ ll,;i � ,!.��l :"��,��"il�,�:,,.-�",�%! , :', I ',�,­­ i � �:lli"�,;li-111 X, t� _ ", - I i 't, ''l'­ .:lt��,� , " I . , �11 !"'i_ - I it, , it, � ' ' 11 � I , �11 I I ,:;I',�' 1, I "I",7T, I � f I I i! ,_�,j�_:�' , ','�,r I I , I, , Ir Xtt�, - I '� ( " I,,i,, ' 'P lr� 1 I I I , I �f '. , A ,." , l,t, " � ) ". i � : ,� , ,, � o CORNER REINFORCEMENT SHALL BE LAPPED 30", MIN. e Soil : I ! , I I , ! � � r", , , ,l r " , , �, � l: ;'' 'i I � i I I Permeabl I : I ,% I I I ­ ,;_ I I , ' I t , �� � , I I I i it �, , ," ,.";, , i �l, � ­ , Compac Unit- 1-1/4" Setback I 1 , I 'r � 'j"i"� �� �,ili,! �� ,, r j. it , ,. I ­� -`,�,l�,i�, � . t 11;, " �:, I 14, , � t 1 , I � 0 11'"'"&.".J,�b�b. ­1.,L..*00141klkj0#ll;1kP ,il, J-1.1- 4 TOW = 8.70' 1 1 1 1", y-' , 1 'i ��,ii�':�� _,'� �: �",, �I I ii, �,,i, I I i I , " i I�' 't;,z , -1 ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING I - ,".1-44.1 WW4,11,11w A I __ - �, � " �, I I 11"I ., 1 - I I � � 10""' I I I I l , 1, I!! 1, .� iii : r , I i1i , � I 1 I i 1 � ", - , , I J,� � i I 1:1 I � , I 1Y DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE - � 04 / I , I i I I I I I I i I' I 1: !I 1,t'll 1A,! !I I: i � I . i i � I I 1-1 Jlj,�iii ��, � !�t,1: I t1i, � 1, 11 I i 1: I ; I I 1 i , 11 1--l-�_1 - . I I I I i , � 'I r 11 . I I ,1: . �, 'r I I I ,, ,,I�,;�� 7", ;� 1 , 1 t ,!,� ''!�fil t I . I I I '' I I I . I . � _-) I ; , : ill I(i � , , L , ,�: , 1 � : i HELD SECURELY IN POSITION WITH STANDARD ACCESORIES DURING PLACING OF CONCRETE. 4 ,I It I I I ''I I I itJ , Ili � , 1, t , 1. , I I I I I . i I 11 . I I r'� ill !� ii I I I I �.. 'Keystone Compac 11 Units . I I !I? 1, i I 'I'll; !-2, L' I !: V . I., i i I : i , ;; I ., �; i i l , �� 'I ; I! i � i:� ! I I � I � I .1 1,1_1 ; l� q I ii I i i: 'i : �. . Grid Depth = 10.5' SEE DETAIL, SHEET S-3 FOR 11 I I t l I 1 i � I SPLICES IN FEINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: MASONRY: 48 BAR DIA. , � It,, i t1i I , l � l I !! t , ! i . I z I � )11 ,% I I I , I , I t : � � . . I � �'k, 11 -ii . 't � 11 , li , ; ll i 1 , I , : i . . z R , , ,: � I . . 0 �� 1 : , � l . i 1 , l CONCRETE: 40 BAR DIA. ALL REINFOCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE I _ il� FENCEANCHORAGE - V) I � I il ! !i I � I ! I I l 1� 4 it 1,%: � 1'' il I , , i�� ! �� i� � I r < I ." I . : �j,ll I i � � i I I it , i I I I I i z Iii qi � ,�� � , I 1 1 . I � . il,i I ; � l lil i i: !,�i 1,�i� � i : : 1 8" Min. Lo �, . . 0 l � . �i, tt� : �1�ii;l i T I i : : : TYPICAL BENDING DIAGRAMS AND PLACING DETAILS. STEEL CONSTRUCTION SHALL BE IN � I � :; ��":, I I I ) I � I : il�� j:I - ;, � r , ' 'I �Lt !I I I I i : it i � . . . � I I : I I ! li ii, . ! , 11A ,�t � I l � I 1 , i ACCORDANCE WITH FBC CHAPTER 22. Permea Soil I I V I I I 1 1 1�i 1� it l, 1�1 it � �: I �� 1 : � i I I : ­­ I I . - - A I I I I I ; , � �' I 1 1 , ': , t .i, i i � l i t w � I ill-1-1/4" 1 l, LLJ . _ I � , , I � i I . � C i oil - , i� li'I i I 'It ii � � Retained S F__ 15 t � ;;� 1 l P ill I , ii ' ,i , 1�� N �� i I 11 t i i l 0 r, I . � il !� , I i , , � i :� 1 4 : i � I it � . I M - . I !, ,I� I �� i t I I I ,� i:i GENERAL NOTES: .[.L.,I.f,.U."�.&,.b.,,.),.b.b,""-�6 1.t,, ­­ ­.­,I'd-A 14'Al TOW = 8.30'-8,70' MAX. I . 11 .1 i , . . I " , , I I i I 1410A Y1414 WWW" "1,*UM - Reinforced SA, 8 '" I �� . tv , . - 11 l ''. I 1. . i I I � I //// I - - I � ,I I 1�1�ll I 1 �i i ill 0i I �, �:i . I / i . -_ ;:� z I� �! 1,ill r��I , ill i I' I I � � � -".,\ _____ t, I il i , li l l I 11 "I ir I . , 1 , ii, , t �Ilj I - T, �j i , it I I i � to WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH KEYSTONE SPECIFICATIONS AND / I I X � , rill, "1 1 I'f i !l,!j , I'l , I , I I ! ,�! �� , ! 1 1 1 � � :it /, - 1, z I I � �,l , F I I : Ij ! i � �, k � I � i 11 I i Keystone Compac 11 Units � I � . I I ca I I I I [i, 0� i I,, 1 it , I � ///, -1 - A&Z//Z � 124 Unit Drainage Fill (3/411 Z_ �_) -) III 0 1 1 1 1 iii; I li� . it I I It � 1 ! GOOD CONSTRUCTION PRACTICE, /// .. - ,, I . I I r I . I � 1, I I .. 1 : . I 4 FILE G"OPY 1, l 1 lii � �I I i i it .1 I 1�', , I : I 11 1, . . I Itl kli 1 : I i I p I I I I � C! I I _, I �, ri, ��t 1�I i� 11 it I o IT IS RECOMMENDED THAT THE E.O.R. AND/OR A REPRESENTATIVE OF CONTECH . . � ., -) �- I , , � � i�, 'I j :,�: � I � , , � I : I . , 11 I t I I , ,I V i I . � . I I , Crushed Rock or Stone) N i Pill i u-eiiit,,J. If I r " , I � T_ t ;� I � I 11 ,, Ill: I I I � - 2411 Unit Drainage Fill (3/4" . � -1 I - I - - ­-�­ - < < , , �� i I 1 � � i 1 I [ ''� i , : I i I :I J! ! � I I Grid Depth = 8.0' . X I 05 ­ I � 1"[1 1 ll,� "I I � , ; � , �j , I -1 I I I I I . . I . � . I , , � , . I �! I I CONSTRUCTION PRODUCTS, INC., BE PRESENT DURING THE FIRST DAY OF WALL i 1'� lljl� � � 1; [ '"' 1 1 � � - Crushed Rock or Stone) IM b i ! � �l�� I "'' , . I � � : I . . - -- ! i � ,it) I I i� .I I . . 4 ill ,It ;li 1 1 lli� r, ; 1[ t �, i:� I I i t I I I I CONSTRUCTION FOR OVERSIGHT OF CONSTRUCTION QUALITY AND METHODS. � .. 2 I Approximate . - 12" Concrete Collar 7 1 ( I I � I , �� , � I , I I � - ,� I i : it, , I i : � � , , i t 1 . .. . I � - I lt�I I � 1 : ! � I I I : : . C� F_ I Limits of �" '14 SEE DETAIL, SHEET S-3 - ill . I I jill � . 4, I i,t (�i� . . I 110 . -) n I � I t N I!, �i I i I I It I 1� �� :ll �, 1 ii 1� ,� I � I :� o E.O.R. IS NOT RESPONSIBLE FOR MEANS AND METHODS, PROCEDURES, TECHNIQUES OR . I . ill , z: I, ,� � : � l 1 , 1 t� � � I 1:, : I I . , I .1 I I , . I . . I l! : ,�� i � 1 : � I I I I � I � .1 I - - . I ii � ,;!! ,, I i I � I I i ! I . � : I 1 i � , i I 1 � I � I i SEQUENCES OF CONSTRUCTION, NOR FOR THE SAFETY ON THE JOB SITE, NOR SHALL THE ;� I 55 Excavation .; I - ;;; I I 1: !'I ,, I , I l i[t ��t l I T 9 . V-1-1/4" 1 . 0 i C� FOR ELEVATION ::> < I , I ; !�� I 1 4 1 .li � I I i i (Reinforced F_� lil I r . -�E` > - VIEW OF CONCRETE COLLAR U I I I I i '' i, t� I I I I I , I I ii � ; 1 , 11 i! i I I � I ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN CD a- It 2 1, I 1IL :I , : :i , 1: I : � 0) I I I i �i il� l.i , H I ,I: � [ I I ! : I � M I(O 11 I 1' I L� .'I jj , ["t� �,.j � ji j I 7 1, 1 I , l I .1 .. . 11 8" 0 ._j .1 Min. 1 O.O' Rip Rap Mat .1 � , r i,,,I'l, , ii ACCORDANCE WITH THE CONTRACT DOCUMENTS. 1 7 ,_� li 0 3: 1 1 1 1 I 'l ; �It i i"'I �il�, : l . 1! �1 � I - - � . I I I I i � 1, (O I , � H 11�,i I I I I t I i I Approximate ,. I I I -, I � I , I ''i 'I t I I I I I ., i --a ­ � Q0 ­ ill � ; 11 lli� ii lli �, ll,�, r ill I I � 1 . . - .M. . --p. I I N , � , 1 "' I I 1, , 1 '� ,� � . �. CL _____ C14 1 . � , ,� it j ,1 ,I 'i ; ,! �, l I Ii I ,� � . � I I I I � , 'I. I i I � 1 t .I � l- il, I i I ifil'' I . 1: I I -f I I . (D FE, - __ .. _ 1 36" PIPE INV=t (-)0,6' 1 1 ,� ill , , , i CL , i I OF CONSTRUCTION. I a . � BOT= :t 3.0' , T t . I l � I i � ji i,,1�,, � I'� 1:ll' '� �li I I l , I 1 Limits 0 I r ' 4) .I, , it � � I I � I I I ­ I I I I I" I , 1, ii, I , ,I: I I ,I l 1, ,,I � I I' ' � i, Ill , � I I � - iii 11 � I I I I I� Al �l " i , ,I, ,,�`�F 1, 'li, , 1, tn � , . . . . I U) I I , IIJ 11' 11 I � "I , ! ; I ji r � 11 � : o E.O.R. IS NOT RESPONSIBLE FOR CONSTRUCTION INSPECTION NOR FOR FINAL CERTIFICATION . . I I � Z,i" I li it �I ''I I �� I, ' I ,: :S 0 1 ­-, I, , I i t lii;: ; , z��:i� �-,�i I i� I 1 o THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL �10 I I See Civil Plans I, � i I I �l� , 'll ' ' , i , , I i I - I I � I Ill", I I i� , [11�i ,11"i,i I 't , 1, jii I, : 11 l I I : .1 Ic .1 I I I I � I I 1� i, Ill l� ! kl� h ��l I L , I 1, I BOT= :t il I q� " O . 1-1 11, Ili! I I I i I . . I It A i3 lu I� I I,� I, I I�r I I I [ . 1 i I I j, ,i il!l If! 1: I r !I , , t I . . I �', I i IlY ­ '�il I I INFORMATION PROVIDED TO BAKER KLEIN ENGINEERING, PL OR IF CHANGES ARE MADE FROM 1 I . I f I ,i I , ill i I � , I 11 � , :, i� I �. � (D GEOGRID: STRATAGRID 200 . I 11 1� I , , , A iO ,,t I i� tl��, I ORIGINAL DESIGN OR LAYOUT. 11 . .. I BY STRATA SYSTEMS .1 I �11 I " CA . I I � � � i�l"I ll��'lt�l �Ll I C! ,ll'il �, d,[ 1, !: I I �� , I I I I ::` , : i I . I f I . � 1`6 , I' L �, I I I - . I ;'( ­� j 1`1 , i,4, � : A� - I ,! i I . � . l'i i,I I , I I . fit :I I ; I , �11 � ,-, �� �l , , "I , ! 1:� 1 1 � t I � : : I I o LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY - . I . - M I It . -1 U�8 il 1� REVISION I I I t� �� ' ' jl� ii'' I - - �� ' : �! - I t ��i �ll i 1. , , 1 1 1 i i i - ; �� �1 I pi'l , r, ' '. �: _' � it" li 1, �il � i_fi�;e :� , 11 , j, �� t� 1, I , 1 ' ' . I 1-- �IN �M� I- 4�1j_&� = - I . 11 ** ­- 11 I t � i,I It" : I " 1 1 IT". �' - i, I ill i I EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE 1, I I I I I I I IF A4I. Plli_-�I I �zo E . I I'' 11.it lil il, ,i . 11 11 11 ,lill; , lj �I , , � � ! I I 11 7 11 1911 I 1. . �� ... -_ � I I , i I—& i' I - . I 1-1_11 - I , , . 11 d I I I Ir" IF;_ -___ - --- .� Ill 1i �t_��,',:'' ,, 't ,, i i� � , , i� I, I, I i� ii, , " I �� , I RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER, THE ENGINEER OF RECORD .r - 1��nL Q M E � 11r, I NO, DATE REVISED I! �ll '� Il t�i ,r,,,i- � i I , � I i � I i ,,, � - 1. � . !:�:: I I I, � 11 ; I I 4' ','' '� ' I I I - I -1 : , li %i ;.d n 0 ll I . ') i, 4'�jj l i, , I I i �"r 'I � �, ' I I : � -41 �� - 11`�E`I`_ I i . I,1, '[I'll ], :, i i� i I �11 . � I . � t 1 1 1 � I i, I ,I 11 I Foundation Soil - 1-12i 11 I I � I I I �, , I! I_ I � i"I � I'� ...lrli-� I I I I �i ;,! 'I t. i , I , I ': r i ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL, OR IF I . - "I f l!" a U I I I � " , � ; 11 I � � i ;11 Hrp�� It ,:�' ',Ytri' l,": � I f,� i I I I I � I , 11, , �,,,� I CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY `lliiill�Unreinforced Concrete or Crushed c9ow) " I W < I i � I 11 l '' I � I'' � 1 , ill I i , I: I - Scour Protection/Rip Rap Mat I I � I , i 11 �P, 11, I', I i ��,11 11�2 I ; I I I I � 11, I - . , I i !�, �, I �, I, "t � I 1 " � 0 1 , i : , , � I I " _l ,I i .11, I , I as Required By Civil Plans I i � i 4� 1 , , , , 11 , I l , PROPERTY LINES OR EASEMENTS. Geotextile Filter Fabric- La Min. 12" 1 1 I,�Ill:i, ` � i.i __- I , i "' 't'' i 'l'..;I 1,��, -I�. I i �, I � ,I I t'� ' ' , 11 '': �� ,, I ,, � �, � �:' , I� I I I I 1 1 i " ," "i l, � ,I I " "��, : , , � �,1, I I I , 1 1 1 Ill Cn <� I ( 1 � i I 11 , , � it�"�y �, to IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE DONE Back Between Each Grid Layer Geotextile Filter Fabric And Keyed 94 $ it, i I , I " i it I - , qi I� ''I ,� I 1, i � Min. 12" Stone Leveling Pad Wrapped in (�� OU . i i �� ,1 11, 1, l I I V I i, I � I �1� ,�, I ! ,,,, i�I , ": -� UJI I � I 4 � , l � � it ,; , I : , l I I �,Ill .l , , i I I i ,:� I I � I I , � , : , 1 i, 11,� 1,i 11 i Geotextile Filter Fabric- Lap Min. 12" IS Unreinforced Concrete or Crushed 9 I I I , I 11 � I I ") � , I - I ! I , 1, !��, ,:'j,ij� 'lil,,it� i.I , , , I c, "I ''I, I I BY THE SITE CIVIL ENGINEER OR SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED C And Along Reinf. Soil Layer/ P9 I I 1 7 1 i, �i� �, , ':', I I ,�, , I i . ,) I , I I ,' " li, ,� I I :1 ti 1, �, '' '", I, , I I I 11�il, : I 1, Under First Block Back Between Each Grid Layer Stone Leveling Pad Wrapped in � � �,�� � l'' , , I 1 �� � g, - I �l I . r I I '�p I � � - 11 i�,,�,�, _"i , I, 11", 'j,'!, ,r I I 11 'It l ,�,e SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THE ENGINEER OF RECORD. Gravel Backfill Interface, As Shown R ;W.� I .i � I I I 1� ,i I ,I I� 1 i ' 'i " , � ill. , i " � I . I I �', � il ,�, ,",�', , ,I I Geotextile Filter Fabric And Keyed I I I . 1 4 � � �,��, �I�,.��:�l,),, ,;' i I I i I , I , _�r : , r t ,7 � , , :, ! �, � , I And Along Reinf, Soil Layer/ I - � 1; ,�:i' , ���'i ' '�I , �, , , I ,� , I SEE PIPE OUTLET DETAIL,SHEET S-3 FOR (D Ill .. - � I I 'I ­ "'' -'_�_ 4 � I 11 . !(, I' - ,' ,, ,�,��:,�,l ", : � I - , SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN "i I � -" , -. ;,.�_­4t�':� . I , , - � - � ,-i , I , , � .". 1 a.4 �­',,11 ., ,��,� " -14, 11 I ,.�� !;��' I : 4 ��,,,r �I'� I , I I i - � � I I ��i"' "� �1, `� . I , , 'I i-,- , MITERED END SECTION OUTFALL PIPE Under First Block .-Im".000"..0momplo� I . � , I-. 11 , ,, t:, �: :i,l �, I . , - . '' I ,�� �;� . Gravel Backfill Interface, As Shown ; - � I I I I _4� -, I , ' ': I I I I � - � it , `1� ,�,, :� . _ I I � ii� , , , , : � I I ,,t',,t,�,,t,,. Reinforced Wall Section I I ,,� I I 'I, � ,,,,, � ;� I� �,�,t-,­��,�', �,t� I ,��' il . , , , I � BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS, FAILURE TO TAKE INTO ACCOUNT Typical 5 1 , !,,�­�', ii ,�� ,�11�',- ­�', 1 �4 � , ,",,P,,,� 4 , , � � , T Max. , ,��llllll '�_i_ I I I . i I ;�_ l' - I ­ 1�... �� 11 , "' ' I I � :, , "'' , 1� , , I , I ll� I , W � I 1� . :� - I!", � I '.,��,.�, , , I ,; "J",- , � , WALL BATTER FOR SEGMENTAL RETAINING WALL SURVEYING WILL PRODUCE INCORRECT . I . !,-,��, �T"��� i, K,�',,�� -� �i�� �� :i'�: , , � t� � I , I � I �, r ' -_';�,�'�,, I ,: � I PENETRATIONS, IF APPLICABLE W , ,�i, � t I tt,t i "!% . ",I V,.� r ;, 1 . 1, , �� !� t, � ,, ! !I _, I , ,, ,�, ,P,, -, ' 'r Ij " ii 't , ,� , .� � I �;�l I i i �x I . .. .1 '­;t­�, ' 'I I � I , 1� I 1, I I 1 '' I 1, �I� ��J:: rj�.,� ,I �; 'l; ' " 'till "I ,'t l',� (" I I il 'i' ', I I � � i I I �� Wall Section 5A 6 11 � ��!� , I I ., :1.1 " �, 1 ' ' , r�, 1 , L I � , , I It ", , it i r. ,�, � f ,�r, � 'l I i , '' : F ,i � I I ; r, � '. I � : i 1 , I t I t LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE ENGINEER I � I I � . ���r� " ,j, '�­"�,� i , � , I _,1 im!q����������� f3w f86 I �� , �,"�.;)­!,�­ l , ,' � ,,`,,""l�,,,,_, I'll I r�'(1, ;1 I 1 ," I i I ,� I :,� : . I ;�_ � I-1,r, il .. I , ��,, ,i�_,��I,,"�I 1 �, � I I � :, I �i � !14 i ,I � .�-, OF RECORD. Wall Section 5B 1, ,,, - . � I il , , * I � i�I i� � � I � I I I 11 I , � , � � LO �' '';".`�- . I i __ i �t -- F ­ � : if I t i . ii t i i e t � ,� 11 - , � I 0 , 'r, , / , I� � I .4 ,4`7_��., , � I � l � i 'I il I ! I I I I if, I I I I I 11 I i �1� � I - i� I I' I I, � I i � , I �i I � i : 1� , � I , f, 'it�".���,,� I , , i 1, i, ��',��_,. �,:, 14�, 1 I , I " 4 , " ,: I I � I � I , � 1, , :�� �j l � South End of Property, South of Access Road, Each Side of Pipe Outfall - East Side of Sherman's Creek (± 230 LF) - I =i I I '­ :r ,, _', -1 1 � It � 11 . i ! , ll - I I � I . I I'll , �",:­ " , � t'�,�,i � , I ,� � � 9 . pl,'�, , ,"r' ,1-1, , I,' , � , � �,,,i,_;'%`;�'_'-,:l,��:�� ��_� � , � , ,'�' " . I I , _�� - I I �, ,'�,�il, ;�'��, ._I'il� , r�'.,;�,l'j,'r­, �:,��i� I " 11 I I � ;_ I : ��'; 11 , , . I : , �� I , . I I til. . , 0 : � , i - , `,� , - I i . I ,.Ii�,t 1.� r'r 1 , , , '' "4 `­ : '� 11 - 11 I � / Compac Unit- 1-1/4" Setback South End of Property, South of Access Road, At Pipe Outfall - East Side of Sherman's Creek (± 35 1 ,.- I . ,� �11 ­­­ �, i� I it I 'l,"it, , . - li�;" '' , ' ' - , i" . . 'i ,:4�­ , ".";�, I 'll I � , 11 : � � 11 I ,��,I ,� , l, �� � ';�,..r'':�,,,.�', �I I I I - � ' '� 1, � i ,i� 1 "' '.. ,, , � ,�l�_ �;i�! ?,,� �, � ': , i,i � 1 ,-1-il? - - � I"'i, "ilt'i I 1--, 1,111i , I SAW f , ",, 11� I ,,,, ,,� �k r 11 , '' , � :� r, j �,�'ll�,,,,,,,,�l',�,,��i�,�����i�,:",,� � . ''I ,it 1 4 111 . � � I I*'' � I , � - I I � Compac Unit- 1-1/4"Setback . 1 , '', ,� ir, I ill­ I .1� - I . , , I , , I , I_�� � � 1 1-7 " ji,i , ,Ii i �,11 ­­ it li'� ,_ ­ ,, ,, i_ , ., , , , I" , � . I I 11 ' ' ,�, - ! I . , 1 ,,,��4,,,:�,�,��,]"!,'�,�,�,-i,,��,�,,�ll,� , ,,, -, , , i � , Ii I � �I , �-� ­­ . � I , � �� '';t�' ,t� � i 1, �,�i��,it,i,i,�,f, -� �',�,� - "i l, ."� � I I i ,� ", ,��. - - " I I li ,I , , � I - �� � � � 11 � I I :-,V�,�­­�" -1 , �_ i I , , , ��:ti,��:'_;", , -1 - I ­ 1� I - I , , _;�;! �,,I,","l,, ,::� '�i, C' , , I , , , I, I , I "Tili, , �,'i�,,,i�l ,I L; � .�Ii�, i r , �,�� " ��� �:,,,,,,�;`,,� i ��,I 1,�, ,, . I to I i , I, I � __ ,�_5_ � _41: . i. , l . -� : i, I , i�i­l , i)l,,j, , I , 11 1, I I � I � I � , �� ,�, l, I ,A, � t , � , :. I : - " . ," �,,,,r . �I :� ,�� i I I, �,I,. 1:', , , ,, I 1 " I � I I , � 11 i,,,�Nl,I,. , : � ;: , , 1�� I - , 1` � ,i I.'It 4 1 � I I i .� � . , � � , c E��-,,I��,� 1, r, 1 1; - 'I 1 I,r�,,,1­W_t "'' 'jit �j�[if-.�­ ,:4� j �;:_�, ' , - I ,I '�, ,� ,- ,��,� ,:i, - I I 11 I'll -1- - 1--,, ­ I- . I I I I I . 11 I :� ,, 1 l ,; I . -- � - I �...... _ ll,ii,r "," , , � 1, - , 1 I I I � I _ _ , �W,�7�,4i_�,,'�:��,,,,�,:,�,�:,-,�,- � , , -��,-,,�,-ll �-�l�, , � - , , L-1. l I "� -,,I I I I I t��� I I ,,, , , I� , _,,� ­; . ; � " ,11- . I , I � i if! :idl ::, ,, I � I JI,, , I 1� � _, _ " I �11�. I � � _,"i t , ,,��: i, I � �_,:� -_, "I�t­ -1_'_1- ­­ I - _111-�tl .-- r � . _____ jl� 1!i 'til,t i Ill _ _ A;�.� , , . I . , �� , � , , I "I I _i�, j�l� � t"I - - - --- - "t � 41,1111i � :;,;" �' ,� �,� i �, ��lj r � , �,i,'� i �:� �.1 1� : � � , " : i , � , , � I -,li, t I � �A-i , , , �, �, , ,�- �_____ -- �_ ____ �_j�� ll 1 - - j �L - -1 - � - - --- ___ ___-- a ' wr4 hr W , f I, IFy j' , ' :: . 1 i',f, �' I ,I SEE DETAIL, SHEET S-3 FOR " SEE DETAIL, SHEET 5-3 FOR Z F- SEE DETAIL, SHEET S-3 FOR C0 a ui FENCEANCHORAGE z w °' ,. ,tJ Pe meable Soil " `` z o FENCE ANCI"fORAGE FENCE ANCHORAGE 8 Min Low i 8 Min Low 8 Mln Low ' ', �� Permeable Soil Permeable Soil r _ `� z 0) z q Jif I r F. , Q' 0' � < cn W (n Q F TO 7.0 TOW- 7.0 TOW-8.00' i 5 ' , 4. , ". ` / Ke stone Com ac II Units / / / / / / -F _ �' 4 z V 1 I / / / Y P / / - z 4 � • Ke stone Cam ac 11 Units Y ;r, i, 11, , s Y p ¢ 1- Re ined S - c I „�. to AI - o r_ II I t, I I ,, I s I : U , ,, r _ Ke sto e Com ,, r _ 1 1-1/4 y n pac I Units T - 1 , 4 Grid D th = 7.0 I, . •: , e c Grtd 4e th 8.5 J I I , {; : L p m p Grid De th 8,5 - ! I, „,.I 2 E .1tl. r)'I'� `I1'I r ,' I I f _ p _ .1. 8„ @ c n . r ,, 4 1 j , " ' :.,.. t ,, w, 1w:1' 1 a..,. ,.... . 1, , _..,,.rl._ !. ii 11 " - J Unit Drain FIII 4 I ,,� I., � I,, , L, I , � ,, �• �,' 24 age (3/ ,_ � _ .,_.,_ , ,.�"; .,:, � g. , ,4 1 � I ,, II � , I I �, .: , 24 Unit Dralna a FIII 3/4 � ,1.•`6 �,, I ,; a _ 1 .�/� Reinforced Soil g I „_. I : ,, ,,, A roximate € : _ v ._ , w L, { I ,. , pp 1I Crushed Rock or Stone --,— —�- x T , a,, s ), „ = Crushed Rock or Stone ) _ ,, ,_ ' r• , I , 4- ) tO 0, 1 n „ (G C� E , i Limits of _ a 24 Unit Dr a II _ J �. ,x _ I 1 , I :I, , , , ,,L _ Retained Soil o co am a Fi 3/4 . i e r I f _ g ( 2� CL o 1 W ,. a I` , Q1 O _ i l , , w �. BOT ± 3.0 . , Reinforced Soil _ o e�. €. ,,1 , , ,1, p Excavation J ,: ., ,rI ,,i Q Relnforced Soll � 1 1 1/a � oo Retained Soll o Crushed Rock or Stone) � _ �- •a,z {, - �;�_ ` 4.. ,,,I ,I a> n .1.7,a d, ,., ., t. r, I;;,I ,... 1 Itr NI },. .(.., ,. , 1 ,.I . ,( ;!; , , i I n 1l4 F 1 .49 1 1 tg,. .,I,;. i! r, .,.. , .'., t r .:I.. ,. : u', t ,.I, , :,,. .- i,.;, � -U' _ .7 w ..,,..+w' I ni.,I, „t< s it 8 M 1 '1- ; „ — ,, d I i,, , �t1 •1. ...,. I I g — Z . ,o-', P. f y. It I V �—+.,....�•.' (J ..•=1 „ - y NWL ± 1.4 �. t N r� . 9�a k, A roximate I o w ,a „ „ r F, _ _ C O - W - Limits of -v A roximate I z A' I .I, I I I -f' T. , t c� ,a I ._ _ _ �Ti�� T«T��- rrrrrr - + C] _ I., ,::,, , ' ' , I I , ,. -I 1 0 0 NW ± 1 z z '� � . T pp L I,,II:,`I,.r I i t 'i, �I— I I 9 Excavation C7 Limits of 'd w w , i , _T J1rrr �r. 1 _- , . I, ., , I , . F Excavation c� , z ,� ,, ,• �, ,,, � I . , , :,: I1 I oundation Soil BOT ± 1. o 0 0 # } r , ,e.l �vl,v+ ,I I, �.. r ,1111 i.t; i 1,i 11,. , 1 1 t 11J , adu , -r:: � ;>'. !; ., . :.;, _ ar�llr .:;i ,:, ,.i. '};1 lit �' r,1,.. :;, .,., .,Ii I I: I f I,: k `i ,,,... 1.: , .I:.I s IIII I r. .. .� Unreinforced Concrete ar Crushed d 1i' , , � � i6 „ o I I .h .. �, _ _ _ _ z z ,I �, Geotextlle Filter Fabric Lap Min. 12 tone Levelin Pad ra �1- i~ 1. i 1 , I , :, s s g w peed m - _ J - -- = - w I,!. I? Back Between Each Grid Layer - --► I I `llr _. _ I- � N : .' I I ,, s [ Geotextlle Filter Fabric And Ke ed - _ I'/T �- _ �. T o Y _ ' i L 4 I N, I: I Y I :, 11, J_ _- -- tit I And Alon Reinf. Soif La er/ - I- I ILT E =� - T z Q f ,i ,I : . ,L .' f ;: u 9 Y Under First Block I�r �I �I I€ I, •i II; .t, ' 1 I ,'. I � ,i I ! I 'I III ,I , I. 1 i8 ua-i€ 1 li I`,' GEOGRID; STRATAGRID 200 Gravel Backfill Interface, As Shown Foundation Soif _. �[ I IIm lir ;- Iz � 0 -1 N I ' <<..: ' ? 11 ,{I ° Qo < 1 I I I 1i Unreinforced Concrete or Crushed Foundation Soil o I. 1 I BY STRATA SYSTEMS r� 1 ]•'! t ;I I i , t,�s , L,. I i t I 1 ,.. ,�;.. I ,1 i I.,t ° C� Ln 11 ,I 1 �, �� Geotexti a Filter r I l 11, I I Fabric- Lap Min. 12 z i I, ,� I ? , , I ,;. 11 Stone Leveling Pad Wrapped in Unreinforced Concrete or Crushed w z u QU p � _ � - 1 ,, I . , ISI Id,l I ;�I I I I ;' €I ; , 1 . , ! i l; I ' 1i „, Back Between Each Grid La yer Geotextite Filter Fabric- La Min. 1 CD FIII. II,1: ,' , I I Y Geotextite Filter Fabric And Ke ed p 2 Stone Levelin Pad Wra ed in i- � z o 1-- N �,, Y 9 pp N d ! r 1 ( ' q I I SEE PIPE OUTLET DETAIL,SHEET S-3 FOR o, ld '- 1 I I' ` ' ''I` And Alon Reinf, Soil La er/ Back B etwe Each G rid L O W LO ` i X11 ;��1 I ,�,.I _, I i , ' GEaGRID: STRATAGRID 2clo g Y Under First Block B en G i ayer Geote Fil a rr (J z N IIS III I I I ! I, ;;III iI II I I I'1 'I' 'I 1 MITERED END SECTION OUTFALL PIPE I xtile ter F brie And Keyed w L,J N 1.1 II ! ,'1 �,I I ` I , I, BY STRATA SYSTEMS Gravel Backfill interface, As Shown And Alon Reinf. Soil La er/ > 1--- 'I , 11` Il,I .'III I.i ' fi1, ! ii lLl II 11' °1, I 1, ''! PENETRATIONS, IF APPLICABLE Q i I h ,,. 'i, w Iw- Lit I �, ,d �, ,} I,;'I�I .IhI' IIS° I' 11' "';� Gravel Backfill Ignterface As Shown Under First B k Q N J cU loc •.II . l ,,/; ,,, , , ,y Typical 4.0 Max. Exposed Relnforced Wall Section SEE P PE o E < Z (y �' L- Ln i i , IN I1,,.1,., ”, �$ � �' ;�, ; :I`' ' II ��� I I „d, I UTLET DETAIL,SHEET S-3 FOR GEOGRID: STRATAGRID 200 � n� 2 C�? , �I � i (��/ II III ' "I:,n .Y I I.;",II 7 1 :,f .1. I, . , •YI '.I ,..1.. o r G I MITERED END SECTI N OU rFALL PIP z Z € Ir,;1 1 L.I O E BY STRATA SYSTEMS '- f— Ild, II 1 , # I L „ I Wall Section 6 Typical 6.0 Max. Ex osed Reinforced Wall Section T ical 7. CD o i,: 1 9 , I I I 1 PENETRATIONS, IF APPLICABLE p Max. Exposed Relnforced Wall Section w z I n dk. ,t:1 1 ,r"YI '$ 'C ,�' i 'I I 1, 1,, i' 't,I I r t - j, w i ( ;, Cn Q i ,I d ,I ; I n- Z ._...I d I — . I Be in South W st Corner W st Si e of h L, , I -g e e d S erman s Creek U land 50 LF Wall Section 7 � 1 p ) Wall Sec i n L� 9 to 8 i , ,�I I 1 f J o I � , LI SE IPE O T T D L - d- p 1 d I;r,�I E P ULE ETAi ,SHEETS 3 FOR o .II'L.. , I , :�.: I..I 1- , II, I 1 t i - - 1 1, I Com ac Unit 1 1/4 Setback M ,t I', I I i p W MITERED END SECTION OUTF LL PI - Q I r I , I est Side of Sherman s Creek A PE West Side of Sherman s Creek North and South o Bride z < I;' 1, r ,,1 i �, i I PENETRATION AP 2 w w I ° II h I II I I, n S, lF PLICABLE I, I ; I I }�I I ,, j II Compac Unit- 1-1/4 Setback Compac Unit- 1-1/4 Setback �2 �D L, Q W • I; Ip ISI I .I _ z � _ III 6 I1 I �; . I } I' SEE DETAIL, SHEET 3 FOR �z z- W ro 0 I i L �, I I I� z ' SEE RETAIL, SHEET 3 FOR o r ~ H- = L� I I'= 1 �� ' i ? I,II, d I u • FENCE ANCHORAGE W �C FENCE ANCHORAGE <C -� s (It F. �II'll �� I j,' j 'll , ��, I I I ;1 31 I:I $" Mln. LOW - - , III I (( �, n,� i ill' hI1 �I, p 111 j 1 "III, " II;� 'I I,,� � li Ii Permeable Soil Q r�Ii j II �( , : ,1 5 9I I I f.1 `,I I I 1 I I , I TOW= 6.00 iZl 1-= 1 I, I I I 1j '1 � III I I 1 11 i„ l I In it a/ I1 I , a 1'� i i'I, y 1 I i , €.I I'I F4. 1 A I 1 I i 1 li 1 1 11`; fl :( I II, I 11 I , ,. i r II l i I-'','I / Key stone Com ac II Units 8" Min, Low W y , , - Place Additional Pieces of Geo rid ; 11 1, II 61r'.�I� i i` ' r la° 7'.I! " 14 , �I 1 . •, Y p ('� FI j 9' d , , I "I I ,I �I , ' Grid De th = 7.5 Permeable Soil I ' ' ' ' I " Keystone Compac If Units When Angle Exceeds 20° �4 , , p rltl id,IkyI,Ilrl" IdI , t I V h 11',11111' I'' I, ; ' } � ,11" , 91 1"•1.1/4n , a TOW =4,50 ` �.r' r., ,.I , ,-1!; Il I`I w1 ; 1111 Retained Soil . ,� , 1 1 I i 1 I , 3 11 M ,I , 1 , pI I II r i s .. T I , I 1 $n -; 3 cif Soil FIII Is Re ulre Between 1 �� ' d�!, I I I I , � / q d IIII , I i II ;,,Ii� 1 / F I ';Id I pl p 1,;1 , ll, ;,t1 L,,,I If' I, I _ �. / o £� t1>I II : I ,t J n „ I ,1 u.,:yl I , 1,::: , L,.,::l ,,,, ,, , _.,�,. „ :... I , -.i, I I- -, I I.:.L: - � 4) 5 , . Overlap m G r1 . .,~ ,, i 24 Unit Dralna e FIII 3/4 Retained Soit „ pp e0 d for Pro er p , i.l 4 ,111111 1 g ( g g p ,,,. Reinf reed Soil U It Dr _ l #, o t 4 n Gina a FIII 3/4 �` �, Reinforced Soil 2 g ( c rlr � ,r. I I h r ' C u hed R ck or ne I- ,� �., s o o Anc or ,.., ,., ;. •; n ) h A St (TYp") 1,,,1�1/a° s _ ale 3.. ,Id, ;. , �. I Cru hed Rock or Stone _ = ) r ;t.: ;.. • , . , i roximate I ; I: .. , >, App L. _. , _ ate I . - o a = 4 Approxim Grid De"th 6,5 1 N 1 en ;�, ., 0 ,:., p . � �. ,,. Limits of - r, �: 6., Llmlts of - Additional Dralna e Fill o 9 . . # ,, •. , ., Excavation -- - NWL= 4 BOT ± 1.0 _� 1 - Excavation — ;. Ext d W , K � I ' – '� � en al Hel ht / 2 t 9 I I ,rr 'i , r II BOT t1.0 I < 1 it _ , k a I :I , .. ,II , I � I I .4 Grid De th 5.5 Dralna a FII - p g 4 ilr I • I, I I I I , - i t �i 1 _ _ m -1i1 1 t .III 6 4 i , :..I. I. 'T - - I - -- I-- I- 1= U — — — I I - - - - ..... rrrmrrr -rrr _ f= I r - I _ . I , I I I I I I _ - r .. -.s I f �I P ;f I I„� 1 - 1 II �' I I Iw Foundation SOIL rrr �ll" 1 , m — Mie..„�. i' � I � l Foundation Soil ,. 1. ,, I Unreinforced Concrete or Crushed Unreinforced Concrete or Crushed Geotextlle Filter Fabric- La Min. 12” p r 11 n v lin Pad a e St0 e Lee W d in otext'le Filter abric- La i Ge i F M n, 12 II I g pp p Stony Leveling Pad Wrapped In : j ` I Back Between Each Grid ayer Geotextite Filter Fabri„And Keyed Back Between Each Grid Layer ` Geote the Filter Fabric An Ke ed �- W I f d i I ,� ,III 1 �II 1 I And Along Reinf, Soil Layer/ Under First Block_: Y And Alon Reinf. Soil La er/ 1�i.` I I �� j Gravel Backfill Interface, As Shown g Y Under�First Block H / 2 ,,, � , I I E '`I� I s�a '� ' I I I ” , II Gravel Backfill Interface, As Shown I-�- _ 1 Q tI, € „i, 1�l I!I Iro„i: I : ' ! I � , I G � Note. .� o k I I °i1"II , 1 .}_I I' , I I I III 0 .` 1, I I 'll'' I. �1' 1�1 'L i1 i I I; ;p GEOGRID: STRATAGRID 200 GEOGRID; STRATAGRID 200 Check With manufaCtUrer S eClflcationS Q v..II, I 'i 'C rl �I !J I > , w I , ! ,i ;. I ,��, �.�, , t, , I t, a p BY STRATA SYSTEMS p ` , X11 I 1j II ,� II ;. I I , BY STRATA SYSTEMS on correct direction of orientation for 0 Q ` J it Ii I ' f, ' ' 1 1 p geogrid to obtain proper strength. 0 LL i ,jI fa I , €, 11 ' i1 l I I ! �,'I SEE PIPE OUTLET DETAIL, SHEET S-3 FOR T ilial 5.� Max. Ex used Relnforced Wall Section ' II III I $ ,,:, I yp p SEE PIPE OUTLET DETAIL,SHEET S-3 FOR T ical 3.5 Max. Ex osed Reinforced Wall Section -- I-- i, :I '' , 1r MITERED END SECTION OUTFALL PIPE yp p H / 2 I, - ;I I �': MITERED END SECTION OUTFALL PiPE .I I if i, I 1 II. `,I 6 f P L BLE Wall Section 9 I .y IIyy i PENETRATIONS, IF A P ICA I , a'", P, 1 L' i„r PENETRATIONS, IF APPLICABLE Wall Section 9 ' q` I U U O '�' �° North Section of Wall - West Side of Sherman's Creek I, Geogrid IrlSta!latlon on Curves _z I I. 1 I, North Section of Wall West Side of Sherman s Creek c, C .I ! !' 1` �'I� Ili I I` I�' i'I LI I I Com ac Uni - 1-1/4" Setback 11 �L I , Ir 111 � p t Compac Unit- 1-1/4 Setback Q W � , t „ # t I j 1— Q IZ1 Q I r I IL } ` ,¢" I II, Cap Unit \ > U l I � Base Leveling Pad Notes: Compac unit I' ; 11 1. The leveling pad is to be „ �'�� Width: 18” C.) --I Q l ,.,I 'I u. Ir r W (' II . id h: 1 „ W t 8 I I i I constructed of crushed stone :' �,' Depth: 10 1/2 ' E Depth: 12" :^'' , �" ei ht: H 4 g Q si_ in ed , 0 re f rc or 2,0 O p un o Height, 8 'i „ Z I Wih . I 3 e t' S0 bs Sail I I Is __1 r o FI Re 1 f wired Between I� „ g q a I I concrete Wei ht: .-I: ' _1 f ! g H /4 O f__ J a 'W t I,. Oei v a i G , „a i r n o rid or Pr r 1 I l REF AND DESIGN SP CIFI AT pp e f oe •.' `,�' ER TO GENERAL NOTES E C IONS ON SHEET S-1 � g p I i ( :,• 0 Q r. r.. ': Addi n I :•; 'o a o , i ; tl e rid Ov I G er a , `a � i( I I Unit Face g p ( { I 'r' •: I I i' A ora T i. , i � 2. h ase own tion is to be .�,' rich e I I— d ,I .r Yp"/ I f' 1 I #� Ii �•�•, f f1 1'Y'' V I Ex ',•� to W rid a I Hei 4 I 1 1. ,, I h t / I �� 6r ( E fi , I I g I t e o echni i roved h sit e t ca Q i. i I { a b e �,� r-- � pp Y g 1 I L `,�'' •,: :, I 'I �, 1 ,f i I I , I I Ii ';•, 1' i i I: f : rr i ;• A 'tiona Dr o ':� dl I ain e i r ri r to lace crit f he a Fi I I � ,I I I` ,I �,` ti `, I en nee o m t ',' d , F I I •1, i 1 I I. I I I „ �:, .ti• 1 1 I I 1' I lw a I �- i i` f ri' . 'r•i' 9 it � I i I O ,r a velin ad I , ` it 1 I , , I I: le . .. d .L _ � p ,.,, : ', ,.; ,•. :;•:•.',r•••� �' ;' .. Ext .rid W I g e a I Hei ht / 2 g •p r I tt i I I „ . , �5 t `� E I -1, '♦ i �; i I r I. f :, t' 1 t I ." I I ! I ,•1;' I` I'' I I i ''s' 'rt+ �. II r•• "•i 1 i r r. r I W I $ I ti I i 'I �! r I ! I { v Q 1, I :9 t= Sr v', C x y I 1 r . I a N J , I I , v Q pf4t l .'r` .H 7 N R7 00 II r•• •t q , I I I I , 1 .I; Excavation . �I '• WALL CONTRACT R SHAL PROVIDE THESE PLANS TO CII NG H / 4 ,C e I i 1 1 ' O L V L E INEER AND LANDSCAPE 4 i5 Q Q }.• ., :: , ., A H TEC R L ATIO PR R T I ` ;,I, 'I 6, , I,' Limits :, . , . ,, .: , ,, % , , , RCI T FO APPROVAL OF E EV NS 10 O CONSTRUCTION. ELEVATIONS AND i 1 °° i _ ,; ""� ,. •.:' DIMENSIONS SHOWN ON THESE PLANS MAY HAVE BEEN REVISED. E,O.R.ASSUMES NO - II; I , . +N' ;;' RESPONSIBILITY FOR ELEVATIONS AND/OR DIMENSIONS SHOWN ON THESE PLANS. REFER ,", I I I: , ' (: w ti' ' TO CIVIL PL NS B AYL R WHITE INC. FOR MOST CURRENT E - , , 1 I . I. ,; , I , ,, y A Y T O & GRAD SAND PROPOSED Drainage FIII I I. 1 I I. I,, ', ,I-, �il, ;,,. I 1 ELEVATIONS AND ADVISE E.O.R. IF"ELEVATIONS DIFFER, ., �I ,1 - '• , 6 Crushed Rock or '::' y "l i illi I1 1 I FOR TRANSITIONAL WALL HEIGHTS, OTHER THAN THOSE SHOWN,MINIMUM BLOCK Note. %'I i ,I, .1 �I.I •,:: , I;; I 'I I I. II ' ` I ;, , Unreinforced Concrete o Iii. I EMBEDMENT SHALL BE EXPOSED WALL HEIGHT ELEVATION(h)(ftj+10/o( (ft)AND NO -� U I I Leveling Pad LESS THAN 1.50 FEET. GEOGRID REINFORCEMENT SPACING WITHIN TRANSITIONAL 1. Check with manufacturer specifications I I I 1 t I I AREAS SHALL NOT EXCEED 2.00 FEET AND SHALL NOT BE LESS THAN THE GREAT ST O j I 1; E H / 2 on correct direction of orientation for _J _ J i ,I i; I ' , I I LENGTH SPECIFIED WITHIN THE ADJACENT LAYER OF THE TRANSITIONAL WALLS. ;1 Com ac Unit/Base Pad Isometric Section View . 11 I p p r geogrid to obtain proper strength. fel Q , , , - Di sions Weig May Vary by Regio 1 ,I men & ht n I 1 r �. j- (� .. I - I i P j i i i 2. Corner units recommended for outside 1-i-1 I corners. Availability May Vary, W 0 a , 1 I I, II II 1 ! 111 I 'I H / 2 1-- , f, I i',� I � � I7 I � ' al,3 E; I II j•, . i I I Geo rid Installation at Corners —� - II � ' I II ' r ,Ili ,y 1 1 1 I. s ,' 14 ', �� �. v' `1 t•� .�• ,r A',': W - I EE -1I r ,y' 1 I ,fit` I! j Y. T 'I € .� �:, :j 1 i ;N .' '•.• 'a'� i �A'� e _ I, �•i .. I 'Y j I Cap Unit Elevation Cap Unit Elevation 1 „ , I I ,, W I or 4 C U 4 its 't Ca n a n F I I 2 U i I , I I v O p I p 'I" II I I 6 � a i �I I I , , N ote: I om Elevat o 1, .� C ac n ,,I "I L I 'I - p 1 8 Ca Unit `✓� 4 ( } p 1 t, , I• cn @ I `i I 1 8 K stone i , 1 Y 11 4 w. ;I ;II , s c / e ng OnStrUCted Of ,1 �' I II III 1 I• I I '� I •� a� 1 The lev li pad is to be c • I I +I =:�'' +I z Unit tr' 'A•` •,t 11 1 I. ;:`� c�ushed stone or 2000 psi ± unreinforced 1 8 �I CV I , CV �I I I., f , c ncre k I I �t o tell Y S'' f l L• / / I: ,I L� I I &• : it I' I , EVI � I I q O a v I I n , , l r r � � , , , , L, I ^. I, , ;.,. I r ;, :illi '•,;, .• .,• , , • illi r• ., ,illi., .;' I r- , e- C/ c r j �% �i �� I >.w', ', .., ,. , y / i/ / 1/2 x 5 1/4 I. , /"I, / �/ i / �/ W : .,, .. .., .' : illi �� ` I u ,. IL illi y: . r • • / 6 Fiber lass Pins N0. DATE REVISED I I y y / // // / g , ,1 11 �, Rear In P tion i" I r r s !� P OSI // E / / ' + it r' 18 18 , . i � / � / :,I. i / ✓ • 1l .. 1 / , l ✓• / // i // /,/ / �/ //,/ Front Face I /, 1-1/4 Setback - - _ I 1 �� _ _ j t� >' / L �" / / / , y n / i //f // I , II Cap Unit Plan Cad Unit Plan 18 I I �i I I – – I i Geo rid is to b Place n Level I, „ g e do 8 or 16 — 6 Cr shed Rock r — — C ac Ian u 0 I om P , , Backfill and Extended Over the p Note: i - _ _� - _ - g p Fiber lass Plns. Place Next Unit, p ,� - ! I Universal Stral ht S lit g 1, Secure all cap units with Keystone Unreinforced Concrete Ste t "I ,'I r Levelin Pad Pull Grid Tau ht and Backfill 9 i I , II I� , g I II _ 1 _. , Ca Un t O ton Ca Unit O tion � „ , I I I iI I p Compac Unit Kapseal or equal W + 12 Stake as re wired. c I ` I,{,I Ih i I I I III,;L I ' ` ' :,, afE q Elevation � , ; .I I ,"{ Dimensions & Availability Dimensions &Availability f I , Dimensions May Vary C Levelin P D �3 � � 1 , f 11 , L i , ' , 1 ', Will Vary by Region Will Vary by Region li Grid & Pln Connection by Region ad etall SeGtlOn C�iN11 n p �+ A CWAW n l' I Tong of W a l l Ste p si 4444 W 78th S#teat � 1 ,q' I 1 t I I , w } Ij i , 1 ^ i I 44 Minneapells MN 05435 I, I. I 95 ^ I i ��;, i � r , i I, 2,$97-1040 � [ I ,I I I I , 1 I € It1 l 1 I I I I o I I N I 1 I I ( I iI ,I 1 1,1 ! IP I i w. . 1 1 j ,o I y - . i I + r , s. illi I II,1r I I,7} i d"' '`i ( u I' 6 I�'11 - - - ,_, t ,I , ;., ..,.., . .,. ,illi,, .. ,:- I , E°'M^Y Wm I,r1 ,�I ' ,.^^I i ibf I,, .a ,d.,mr ,," all +j Ih . w �I ,, P ICA IONS: � M ut I j DE IGN S ECIF T o j _LL HEIGHT(H) IS THE TOTAL HEIGHT FROM TOP OF WALL TO TOP OF FOOTING. z z °" 4 I oTHL SE WALLS ARE DESIGNED TO CARRY A SURCHARGE LOAD OF NO MORE THAN 50 PSF. ANY I " t, ' , �" - SUfPCHARGE IN EXCESS OF THE DESIGN LOAD IS NOT PERMITTED, Note: N o o , , �';t I' 4, q, ,,:i a A F EPORT OF GEOTECHNICAL SOILS INVESTIGATION BY ELLIS&ASSOCIATES,DATED AUGUST 23,2013, •• ,, • Concrete filled tube or form to be � '_ < it w d W wz r QCN RN ',`;` .' I` '' i •' A P DED PRIOR TQ PREPARATION OF THESE DESIGN PLANS. THIS Note; w i I• ,, ,^. 1; , REPORT NO.,4048-0003, H S BEEN ROVI n set durin the wall construction ;I I ' : I ; " ,' ` ,.` '- HE F OWI G ASSUMPTIONS OF EXISTING SOIL CONDITIONS BASED ON •' �" 3 Mm. w Zw d '' . : ' ' DESIGN WAS PREPARED WITH T OLL N ':! _. •, For pipes larger than 24 , a �`� 1 s z Ii I Z Q 1 ` I r INFORMATION CONTAINED WITHIN THE SOILS REPORT: SOILS CONSIST OF A LOOSE TO DENSE FINE SAND • . ^ 'O,. Backfill ar Concrete not drilled throw h eo rid � o Q o M x � I : •, 5: • concrete collar may be cast 9 9 =I �. " ; [, �, (SP)AND LOOSE TO DENSE SILTY FINE SAND(SP-SM), IT IS THE WALL CONTRACTOR'S RESPONSIBILITY TO I around pipe for ease of Post in Place afterwards, when directly behind V) ",I ,I VERIFY W17H THE SITE GEOTECHNICAL ENGINEER THAT THE ASSUMED SOIL STRENGTH PARAMETERS ARE w , : I , ilk , Control Joint Cut construction and appearance. units. , , ' ' REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH 1 J 1 .':. `I "' I PARAMETERS ARE FOUND TQ BE INCONSISTENT WITH THOSE ASSUMED BY THE ENGINEER OF RECORD ,'` t Is 1 O = ' Q 4kr (E.O.R•),THE DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE WALL CONTRACTOR TO p ' ►M r w ~ 1 ' I.1 I � I ; 1 Ste I e - - , a , SY T M CAN E RE-DESIGNED. FAILURE TO NOTIFY THE E.O,R.MAY e F rice - m n " NOTIFY THE E•O.R,SO THE WALL S E B 8 Min, Low Ke stone Ca Unit r. i' � � _ I . ,1 ,;,,, Saw cut units to Fit Concrete Filled Tube or _ - c� o• h j1 RESULT IN THE FAILURE OF THE RETAINING WALL. Concrete Collar or Rollin •, sw I, Permeable Soil 9 d� - + . o I— _ .-- 1 ; ° 1 ' � : ' I' , A STE IT IS RECO MENDED THAT WALL Within 1/2 f PI e , - 4a � i ' U ,1 I ;,',I ; o SUBSURFACE SOILS MUST BE CAPABLE OF SUPPORTING W LL SY M M rf a licable P Farm 8 o.c. Max, o - nr w �, .d ' I` ! his ! ' J ONSTRUCTION BE MONITORED BY A QUALIFIED SITE GEOTECHNICAL ENGINEER TO VERIFY FIELD 1 � i C Control Joints _ -: 1. , ,1 I . ,. , / / �� • ,r,- 1 '' ONDITIONS, IF THIS WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER,THEN A / o w _ . . I I ,; ;; .h c as required Ste I Fen e or R m o w W E ERTAINING TO SOIL C NDITIONS Ke stone Unit e C - :4 I J I GEOTECHNICAL ENGINEER SHALL BE CONSULTED IN THOSE MATT RSP Q y m o w.,� I I= I. AND WALL PERFORMANCE, A GEOTECHNICAL ENGINEERING/CONSTRUCTION TESTING FIRM SHALL -: a _ _ ,!I ' :,, �., L i ETH FOUNDATION SOILS PRIOR TO CONSTRUCTION, UNSUITABLE$OILS IF ANY ,AS ./. : / /. r w w Ii ,{ ; I I' EVALUAT E ( ) Keystone 4 Keystgne 4 = I " ,.I: ., I' I ,I D REPLACED WITH PR PERL / Reinforced Sall . ' • •` - - DETE MINED BY THE GEOTECHNICAL ENGINEER, SHALL BE REMOVED AN 0 Y ;:. r .... - • ,. , , R / / / Geo rid o w - U It 1. , 1 I / ! / ! g - Ca Unifi .' Ca n' Q .kn. t I . ,11 OIL. S I BLE SOI S ARE DEFINED AS ANY SOIL THAT DOES NOT A.. p � ,,, , • • p m w I I I COMPACTED STRUCTURAL FILLS UN UTA L . , o I , . Y IL AUSE EXCESSIVE WALL SETTLEMENT. / /. /. I• J HAVE SUFFICIENT BEARING CAPACIT OR W L C / ''`" :e• w ' ,� _ O � I l l ..I I' N r Q w r . i - X O /. STIC N R S IL T OF NON LA GRA U A L NE SH CONSIS A L I C OI Z ALL P o I ORT RE NF R E S Q I-- I FILL MATER AL F HE 0 D N I it 1 CENT ATE I LPA INC TME N0.200 .,� _ Ke stone r M Ke stone o - FREE FROM ROOTS AND DEBRIS, HAVING LESS THAN 10 TO 12 PER M R A SS / / . Concrete Collar y y s y / _ ZQCC N I, Geo rid C7 I / / _ I AN MATERIAL CLEAN FI E SAND • cn : - m _ I , MESH SIEVE AND CONTAINING LESS THAN 4 PERCENT ORG IC ( N ) Gam aC Y" COm aC cQ rf A Ilcable p ,, p w Pp a� t.. :. : . ° ' o LL CKFIL MATERIAL SHOULD BE TESTED AND APPROVED BY THE SITE GEOTECHNICAL ENGINEER •/ •• !! Beyond • ,,,,,;r.; ,. ,.. ,. �- c,= w Q N i, WA BA L D :5:�-.'�r, un . ,,.•: t m - _ � , I , ':,.,.-k Ifi Unl FOR USE IN THE REINFORCED SOIL ZONE, S r P ion .' '•'`'` O o I I ! y. �. i cow rotect �, S m Dra' n ', tar in � a !' o ALL SOILS MUST BE COMPACTED IN MINIMUM$-INCH LIFTS TO 95/o MODIFIED PROCTOR AS DETERMINED ' BY LABORATORY TESTING, /. '� / Pipe as Required ` , O 1 • • : I ii I i I o THE WALL CONTRACTOR SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO PERFORM Backfill or Geo rid Concrete Filled Geo rid < o = z W N N �} 3 g „ O Ln Cil ,, �--,Ir- I — z_ D REI ORCED `---�-- N COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND COMPAGTE IN THE NF w o -- W Op Ln i c r I-- � r e T be o I. Ga n et u L ZON . G I BAC F L E I KI m , I I I , 0 'I I a . , ,�a Q I j' i,' ! 5 F OW RAS IRECTED BY PROJECT SITE GEOTECHNICAL ENGINEER : '` Form $ O.C. Max, w z W l- .hI 1 ;"I � I Q�-- � IN _J1i TESTING FREQUENCY ISA OLL S(0 D ) Fence Plan Fence Plan �' ' ! ' ,i€ �'I I ' I € ^ s i'. E TE T FOR EVERY 2 FEET VERTICAL OF FILL PLACED AND COMPACTED FOR EVERY 50 LINEAL a E < W - III 11 I " I, I Is,F, I II11; I . 11 ,II a. ON S ( ) Scour Protection as Required _ x ;. ! } ,I ' "� I,i ! j 1 '7 I FEET OF RETAINING WALL. „ 1 Min, Thickness I'1 Z tz W I!, i , _ ;. LOCA ONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE Use Rip Rap or Concrete Slab Unreinforced Concrete or Detail Detail - w O O I ' i ''a :;I, I b, VARY COMPACTION TEST T) lar, ---- - --------- u u w W t I I Concrete CoJ I ,i ' " : 11, , I 'j I. INCLUDING THE AREA COMPACTED BY THE HAND-OPERATED COMPACTION EQUIPMENT, in Outlet Area � w� I) II ' ' (if applicable) Crushed Stone Leveling Pad w o u F-- Z --► d' g , s , o FINISHED GRADE MUST PROVIDE POSITIVE DRAINAGE AWAY FROM BASE OF WALL. EROSION PROTECTION � W J T-I O� d- I OR SOD SHALL BE PROVIDED FOR ALL SLOPED AREAS AFTER GRADING. D II flet SESCt'©n x - a Q i• O I I Typical Pipe Outlet eta Typical Pipe Ou i This detail is for general fencing only, General/decorative fencing is not w < L, - <C M a I I ' I o UNIT DRAINAGE FILL IS 3/4 CLEAN CRUSHED STONE. AVOID AGGREGATES THAT ARE ROUND IN NATURE. w - S Z I I iI acceptable as a guardrail, in accordance with FBC. If a guardrail is required _ m 'L - W L,_ p ' ' ,I o LEVELING PAD IS CRUSHED STONE BASE MATERIAL, COMPLETELY WRAPPED IN FILTER FABRIC, Non Structural Fence w W I 1 ;; 1 for a s ecific wall section not shown the Structural En ineer of Record E.O,R, z w --I d- (n ' !: o GEOGRID MUST BE OF APPROPRIATE TYPE AND LENGTH SPECIFIED IN THE PLANS, p a g ( ) o , O O Z 1' - = IIS II I I o ALL GEOGRID LENGTHS SHOWN ARE ACTUAL LENGTHS AS MEASURED FROM THE CONNECTION PINS TO shall be notified of the new design to ensure proper installation and footing design. Section Detail 0 w� ( � O <[ 1 , I w= — — . I; t t 11�. .'II THE END OF THE GEOGRID. Failure to notify E.O.R. of modified fence design may affect wall design and - �l w r. FW-- , U Z �•• I,. Q ( a f i r f t II Com clI Un't Near Vertical Se back I o GEOTEXTILE FILTER FABRIC SHALL BE MIN,4 OZ. FDOT D5 OR EQUIVALENT, e d to a lu e o he wa or injury pa I t W (Z t ' , ,s i I I , '; I j , o UTILITY INFORMATION WAS NOT PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF O t u? is ( 1 I . , ( THESE PLANS,AND THEREFORE IS NOT INCLUDED. IF UTILITIES ARE LOCATED WITHIN THE PROPOSED I I ;' ;. s^ ! I 11 REINFORCED ZONE THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE m �' l. I` , 4 i' L j, SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN ! II 11 I' AND/OR PLANS MAY BE REQUIRED. W 11 1�i I t 1, I o UTILITIES MUST BE PROPERLY DESIGNED(BY OTHERS)TO WITHSTAND ALL FORCES FROM THE U SEGMENTAL RETAINING WALL UNITS, REINFORCED SOIL MASS,AND SURCHARGE LOADS(IF ANY). 1 i IIID 1 , c i i . I Ij o STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN ,i, I 'ii,,1 I !; I , 1 1' (Min.) 1' (Min.) ,, 4 1i , I; ;; 100 FEET BEHIND THE RETAINING WALL,THE STORM WATER PIPE MUST BE WATER TIGHT. NEOPRENE 4 III ti I 4 ,' 1 I I ! I 0-RINGS MUST BE INSTALLED AT ALL STORM PIPE JOINTS,AS A MINIMUM. Wood or Concrete Head Wall ' uw� r . I+ ' III' i II U E A ER TI HT WITHIN 100 FEET BEHIND THE + ' �, 1 ' o WATER LINES, INCLUDING IRRIGATION SYSTEMS, M STB W T G (By Others) Filter Fabric ' �' i � I '' ��;�a: �, I E' T G W WILL INCREASE THE HORIZONTAL PRESSURE :'�• • '115, RETAINING WALL. LEAKAGE BEHIND A RE AININ ALL I , -1, i � . I ` r ; ,,. ! _, ar, I ,� , ,,, , i E ERLINESAND ..,,••,.,:: •, , .', ,. ., .., ,•• .: : ;':. '" � ,,�,: , , „ I, 111 T,, Ir I AGAINST THE WALL LEADING TO WALL FAILURE. FOR THIS REASON,SUBSURFAC WAT ,': ;;,• , 1 I , d �,�, Filter Fabric a , P 11 I I :�. 1 U �,,1, EINF CED Z NES OF THE RE7AINlNG ,,• I „, �, ,;,, , 4 „, I IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE R OR 0 : -• ,• —1 Min. I • WALL, OR WITHIN 5 FEET OF THE REINFORCED ZONE. •,,,' . .I ,, r. : � , I. j I L 1 I !I r FE KEYSTONE SPECIFICATIONS FOR PLANTING AND LANDSCAPE (� o CONTRACTOR SHALL RE RTO K 1 :' 1 :®: ®: ®: :®: F, �' , G ;I i REQUIREMENTS, PROPER LOCATION AND DEPTH OF PLANT ROOT BALL IS CRITICAL TO GEOGRID -- 1 Min, 0 0 a o n o a o ,,; h Il PERFORMANCE. ( ) ��` 2 I t• o FOR SPECIFIC DIMENSIONAL INFORMATION OF WALL LENGTHS AND LOCATIONS, PLEASE REFER TO CIVIL 1 . t , :�: :E: :e: :�: Ke stone Unit a 1 ',. ; 'I •; II DRAWINGS BY TAYLOR&WHITE, INC„ LATEST EDITION. THE WALL DESIGNS PROVIDED ARE NOT INTENDED a o 0 0 0 0 0 0 Y I _; I; TO BE STAND ALONE DRAWINGS, WALL CONTRACTOR AND GENERAL CONTRACTOR ARE REQUIRED TO Wood ar Concrete Head Wall ���r�� � HAVE A COMPLETE UNDERSTANDING OF ANY AND ALL OTHER STRUCTURES THAT MAY INTERACT WITH B Other �� � , Keystone Unit ( B Y s) ,, ,III j , I, THIS SEGMENTAL RETAINING WALL, THE WALL CONTRACTOR AND GENERAL CONTRACTOR MUST REFER CQnnectlOn tO Other I i ° o ,'I { I '; i I ^ TO A FULL SET OF UPDATED CIVIL PLANS FOR THE PROJECT TQ ENSURE SUCCESSFUL CONSTRUCTION 1 ,I, AND PERFORMANCE OF THE WALL SYSTEM. THESE WALL DESIGNS SHOULD NOT BE REFERRED TO FOR Structures Detail I " u I j CURRENT SITE INFRASTRUCTURE INFORMATION, Com ac Unit- Shown �" W I I p �._:� w_ ' ' 1 CONCRETE: �cr(_ . , - - F+M+• 1 , i i is 11 1 o CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, % I___ 1"i is o REINFORCING STEEL:SHALL BE ASTM A615,GRADE 60 .J I o ONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, C r '1 1 I 1 STEEL REINFORCEMENT: I; llf ! 1 , 2 + Dia. 2 (8) O I III I I i I o STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC,ACI 318 AND AS NOTED IN THESE PLANS. REINFORCEMENT SHALL BE ADEQUATELY SPACED AND i Q ' I) ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED. I I' ; ` ', I I � \ 1 �-' • II I �' , Ii o CONCRETE COVER SHALL BE IN ACCORDANCE WITH ACI 318,SECTION 7,7.1 AND AS FOLLOWS: _ „ i I 2 + Dia, 1 (�) t_- 1 AN ERMANENTLY EXPOSED TO EAR TH _ •• , AGAINST P 1 3 FOR CONCRETE CAST D il'i 1 1 o VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 48 BAR DIAMETERS, MIN. — Q ;� I I n ;. Ii 11 I) ' i 1 ' f I i o CORNER REINFORCEMENT SHALL BE LAPPED 30 ,MIN, _ `J i Q i 1 I II o ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS QF ACI STANDARDS. ALL Q { II'III I I I ETH S ANDARD ACCE ORIES DURING PLACING OF CONCRETE. SPLICES IN FEINFORCING WHERE WJ W i I I REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION W T S � 8 Min. Low Permeable Soil f-- m '111 L I ITH TH I �' I TED S ALL B AS FO LOWS: MASONRY: 48 BAR DIA. CONCRETE:40 BAR DIA.ALL REINFOCING STEEL SHALL BE PLACED IN ACCORDANCE W E Q PERMIT H E L Keystone Cap Unit m W > I 1 I I ' P TYPICAL BENDING DIAGRAMS AND PLACING DETAILS, STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC CHAPTER 22, 1 ,I I I U 0 r1 J © 1 I 1,111 GENERAL NOTES: (. I o WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH KEYSTONE SPECIFICATIONS AND GOOD CONSTRUCTION PRACTICE, - - W II I I 1 ; { o IT IS RECOMMENDED THAT THE E.O.R,AND/OR A REPRESENTATIVE OF CONTECH CONSTRUCTION PRODUCTS, INC.,BE PRESENT DURING THE FIRST DAY OF WALL �-- Q'] 2 I I I1 F NS CTION UALITYAND METHODS. - ,• •~,�.' .,,, K y tone CO p C Unit Shown Q , I I I I CONSTRUCTION FOR OVERSIGHT O CO TRU Q I e s m a ; ,..,.�` r JI � : I E H I UES OR SE UENCES OF CONSTRUCTION NOR FOR THE SAFETY ON THE JQB SITE, 'T : , t 1 11,, o E.O.R.. IS NOT RESPONSIBLE FOR MEANS AND METHODS, PROCEDURES, T G N Q Q ;., ,r S ::• ,. l �, <t --► o i-- {, I ! I FAILU E TO CARRY OUT THE WORK 4N ACCORDANCE WITH THE CONTRACT DOCUMENTS, "•.,' ' ••:; '. C. ;: I NOR SHALL THE ENGINEER BE RESPONSIBLE FOR THE CONTRACTORS R I o E.O.R. IS NOT RESPONSIBLE FQR CONSTRUCTION INSPECTION NOR FOR FINAL CERTIFICATION OF CONSTRUC TION. ,.••�•,.,; ,'::, ' : ;, ,,•.: 4 -- - Unit Draina a FIII O �C I , ;.•.Dia. 1,. • ., - �.,.:.., ,;.. .�. g _ 1 .ti. :• .tip • 11 E , . .. . . ,, , ,,. 1—' ,�; o HE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL INFORMATION PROVIDED TO BAKER KLEIN ENGINEERING, PL QR IF CHANG S ...•. .. . , ;••; (3/4 Crushed CO I I T _ Dla. 2 1 } ; M ORIGINAL ESIGN OR LAYOUT, _ ;; r ARE MADE FRO D Rock or Stone 1. I l ....,,; > •., •., . U ILITY SEMENTS WATERSHED EASEMENTS OR ANY OTHER TYPE OF 32 `' I ' , o LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, T EA "'`" " I lLf f . '• . ..,. •.•, A roximate Limits pp I. I F RECORD ASSUMES NO LIABILITY FOR THE LOCATION OF .• > ': IIS i I , EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. THE ENG NEER O I Plan m PI n Is conce tual an for exam le onl :, :,. .,..•• •Geogrid Depth :". .:•. , :,. Finished Grade I ,, i I � 1 I WALL NCROACHES Y PRO ERTY LINES QR EASEMENTS, t g a p d Ip Y of Excavation I i THE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAIN NG E AN P ;:.ti,' . ,1 i ,o r 5, diamete s and I out will va .r. Actual tree r a �.• �:. :. ••,. NIN ALL BE DONE BY THE SITE CIVIL ENGINEER OR SURVEYOR AND MUST BE BASED ON y I ry ti,..• ;, I,' '` n 1 a I o IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAI G W 1 1 :,.: -I , 1 Reinforced Soil •`" .. I, ,. T ME TAL RETAINING ALL Architect should roVlde la. OUt In •• ...•,: r•>• • . • , , . , . . . > I COMPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THE ENGINEER OF RECORD, SURVEYING OF HE SEG N W Landscape p y •, „. , _ o.. . , , . , ,l,: ,,;, , T �._ 11T ca A a� I �'I ` 1 1 � I R INDI ATED ON THE ENCLOSED PLANS AND DETAILS, FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR MUST TAKE INTO ACCOUNT THE DESIGN BATTE C accordance With these specificatiop s. ��� ��,� I _ c¢ x Y Q a ,•N, J I I LLS A D SHALL BE CORRECTED AT NO COST TO THE �- _� ¢ u a I! 1 SEGMENTAL RETAINING WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WA N _ _ - -7 o-� a�o cL-� �.o0 I ` ' '' , I I ' I i, ENGINEER OF RECORD. 4" Perforated PVC Drainage Tile I U a a° I. „I i a I : I 1' I Unreinforced Concrete or c l I .1 I , I f � 1 (Wrap Drainage Tile in 3/4 Aggregate Typical Planting Limits Section Foundation Soil Crushed Stone LeveUng Pad I , I I I i ,I 1', 1 , ' , I ` I ,! I'1' i' � I nd Filter Fabric at Toe) if Required. pp �, Co c Unit Near Vertica et ac Shown IS k P I I , f ` mpa b '11 'I I ., ' , ,Il „ ._,. �^ I :, • ; , 1 A ,, I c 14+ tl,X Y!I I '•! `I•'rl,-r t } i, •;,a;.,� - ") lY ,� I` I ,^ I �' r I a 1 d �:; I I � I I 1 i ; . : I I WALL CONTRACTOR SHALL PROVIDE THESE PLANS TO CIVIL ENGINEER AND LANDSCAPE ARCHITECT FOR APPROVAL OF 4 x Dia. 2 (24) 4 x (Dia• 1 + Dia. 2)/2 (18) 4 x Dia. 1 (12) (� i ELEVATIONS PRIOR TO CONSTRUCTION. ELEVATIONS AND DIMENSIONS SHOWN ON THESE PLANS MAY HAVE BEEN ,.:. , � j , i I 1 ! D. E,O.R, ASSUMES NO RESPONSIBILITY FOR ELEVATIONS AND/OR DIMENSIONS SHOWN ON THESE PLANS. REFER -� --� (n I , I,, REVISE I1 1 TO CIVIL PLANS BY TAYLOR&WHITE, INC, FOR MOST CURRENT GRADES AND PROPOSED ELEVATIONS AND ADVISE E,O.R. IF O 1 I ELEVATIONS DIFFER. — I, I I TIO AL WALL HEIGHTS OTHER THAN THOSE SHOWN, MINIMUM BLOCK EMBEDMENT SHALL BE EXPOSED FOR TRANSI N - w �t „ . I o SP CWG WITHIN a 1 E V TION ft + 10/o h ft AND NO LESS THAN 1.50 FEET, GEOGRID REINFORCEMENT A WALL HEIGHT LEA h f ) )( ) � ) _, I i.. I I 1 44 , , 1 , __I 1 ., PECIFi D CJ I 1 TI NAL AREAS SMALL NOT EXCEED 2.00 FEET AND SHALL NOT BE LESS THAN THE GREATEST LENGTHS E w _ 9 TRANSI O 1:; LS. , WITHIN THE ADJACENT LAYER OF THE TRANSITIONAL WAL 3 x Dia. 2 18 I— LL i I'` , Dia, 2 ( ) Dia. 2 ;,III I' L,,,, — , „ i (6' Dia.) (6' Dia.) Reinforced Soil Z __1 .W , �. I; a 1 I II I ,II 1 ,� I I i 1 Iw --•-�-i � 11 I W ,, , 11 i , II II! I l l i ;,f 11 I „ iI I, I w �-- I k1 s h 1 I, :, I i , , I' 1 9 l ' 1 I ; 1 1i I II , 1 I � // ( r1 1 I 'I a CI) w I s I ',II ,. I =1 j �I' I ( I i. { 11 Reinforced Soil I i I I 3 x Dia. 1 (9') li i ji.I I , . li ' , ; , , � Ii L ia. @I :I � ''' I I 1' I 1 {; I ' ' Dia 'IDia t I I I I I REVISIO QI I I I a I r' I I — .^. I1 1i I I I pJ 00 .. i� N0, DATE REVISED I Cd N , S (d �'. .-� I' ,, r $ I I I I ( .r.. + r - {' N Nl , e Q _ ...I I ( ��� 111 I , 1 111 I# - 11 '� {, I 1 ( I N N 1 ; I I i I i Ik t, J " r'a, f I• I 1 7 I. 1 1 + 11 I, ;' I I III, ;i X 1 I::I,i , I, , - Iz 1 I f I I "1 , r �,..il I11 �fj� i I. �,i 1 _€ d � i' y ,1:,, h ,:,I d �, �l'vii,l I I: �I I , ,. I , j" 1 L; �; 8,1; I ti< II ,;.I,; 1, I I 1 I !,I$ I' I. ,l �; , h a., { �, I ji; I i ,,�,' 11 { I ', 1 I iLI, , i s {. l,l� I i.: ,gg [ : i ..i 1I T=. ., ,t' 1 'a rd I .;i t 1 , . ,Ii i A it ,I 1 sl 1 f 86 6 1'I,. j I ,I II . I i 1 , IPI i L' , T i a ant emits PI n I � A � Geo rid Soil Reinforcement C i1 a 1 _ W 7 t Street g yp g Keystone Compac Unit Shown i ,11 I I l i 1 4444 8 h Compac Unit- Near Vertical Setback Shown j E • ;� Minneapolis, MN 55435 S- 952-897-1040 1� LI 1 f I r.,1 , _.Irl ti W 7 ,.p;, i I-;,.- P-,,1...,�.. !,. I'I ,1 ,Ifi;l e,::; .., a,_, s _``'-- I I ' ` ,�1 _ 'IY -- _ � - _ - I : I I I : ! � I t, i I p 1�� I � ! ! I I ; I I i I ! I I j I I i 1! � � I I i it, :1 I �! �t i I 'j- �, t 1,i I t ; � It I I I I I ,� 1 , � I:, , I I ,; . ,i ; t :, 6 I 1 -� ,i I � !: I i : . 11 I I I � I � I el ,t t 1 1 1� ii, � i i I , � I :f ; I I I I I � Ill I � ,z! I I te I :, . . , I � 1 I I,t . � ,! I , I I I I I I �,:�i �I it � � 3 I I i I 1 1 � � i I I , l I l i, � I I � ,�l 1, �� 11 I :I � 1! I � ; � � I � , I � !'I $ A , I -I jij[l I� � 1, 1� 1, i li I I DESIGN SPECIFICATIONS: GUARDRAIL SHALL COMPLY WITH SECTION U ____ � -�,1,4i �i lz ; 11-i � c . I , , ! :1 � i I , , , ;1 1 I I I� 1��" "j.,�,Ilji r�,�], I I � ji �i� :.�.,�ill � t ! GUARDRAIL SHALL -OMPLY WITH SECTION I I � - 4r, � �� 1 I 0 l i� it , , � ''I'll: I I ,I i � ll 11 � I I 'j! 1'�� '�� ' ' '"I ' "­� 101 3,1 OF THE FLORIDA BUILDING CODE. yj cr- M W . 11. I il�j ill " V i , 1 I , h t I �! ; ill :��,d 1, it 'i I I "I t 1 `�i l� � , I I . I I � :1 " I I 'A�: o WALL HE(OHT (H) IS THE TOTAL HEIGHT FROM TOP OF WALL TO TOP OF FOOTING. Min. 3'-6" Tall Guardrail Attached Min 1013.1 OF THE FLORIDA BUILDING CODE. (D L-,j I , , i t t, ,I 1:Ili ! I - 1 ill 1��i � , ,, 11 z , ii. i :ii�i�, 1, I I i1i li,i�,i 1,i dl!�! i -6" Tall Guardrail Attached - - �E � I 1 Iz ii: , , - d-4,ik-k 'itill LOADS ON GUARDRAIL SHALL COMPLY . 3' ­_ Lq A [ I , t I., J ,i, �;A ii� i i, I 1 1 Al� l', , , ,i � i I � �l� I , , � V t�- LOADS ON GUARDRAIL SHALL COMPLY Z Z I \1 i.ij :, I 1! �'I.." I ,-I l: �,, !ft, -LLS ARE DESIGNED TO CARRY A SURCHARGE LOAD OF NO MORE THAN 50 PSF. ANY (D W Q�ilq I I , WITH SECTION 1607.7.1 OF THE FLORIDA To Footing Per Manufacturers < ill :,�I 1, ,, �'-,'� �,-i� '' L : '" , �-: z z M M ��,:I�it I ill ,�, � "Wil , ,,,1,!iii­ it' lij ,' 'Ok Ill i '''i i ,,,' ilil It 1:�,1 il i it 1, I L , i "i :,- t , oTHESE wk To Footing Per Manufacturers Ili l� � �;'e;,1 sl�l 11:��,ii I 'Il;I � � -t 1 l "',,,, 11 ", I �J� , 11 ill": 'j'' 1�1_i, ,tt "I'll WITH SECTION 1607.7.1 OF THE FLORIDA �­,­ [ -1, , 1, 11 I ,, � ,l L, I'' " )",, ,it k I ­I �" ,-1. , -, I < M , . , . I I - 'I', ,, I� I , I ­ , , ' L � I I i 1-11 '�'I'''­�'" ,�,, ,� �J,,,. -1 BUILDING CODE. I I ,"Itr .1 . �. "" ,, ,I" ,,,i' ll."t, I, I- I �� , I I I %I � ,,,, -I, I , l, t � SURCHAil IN EXCESS OF THE DESIGN LOAD IS NOT PERMITTED, Specifications (embedded rail shown `i , ��,,,�­L , I I 'l ': �,',j . A :� 1 - 11 .I � � I . j L - "', " . I I ,,, ,, ;� 1 '", _j I ., , I 11 ��T i::��� l -, ,It - 'I� I . . �,_�, , 0 >- r4 Z I )I _ , � , , ` ' � I � I�P� - �� , .Z� � 't �:,­� "� - ,.,�, :� ,,,.��_� ��,, _j wo i i � , :l �i,l, ��';l,i_,,�, I ,:�r ", , j �, '"; 1: ,:'!'� Specifications (embedded rail shown BUILDING CODE. l I I I .�" i� �,j�r 1' . L lit "i" ,�.,; I , � jlf�,Ill f.j , , , .��, Altil,�, 1'�' , i� - 2 , � " � 11 I -� � , � � ,�'�" r'"��, lt�;�t,!' ' I I L r"� , '� . "I 11, -i, i : _f i, : . 'r `L�­r'_ Z� � o A REPORTOF GEOTECHNICAL SOILS INVESTIGATION BY ELLIS &ASSOCIATES, DATED AUGUST for reference only) ., �,1,tj�i:w l �,'; " L I �L� 't� L' �'� , 1:1 'i � ,� � 11 I I 1,41 . Z :E j � I I . l'i, 1� I I ,Zi j,i,- lt� , �I . I I� , : , "I CONTRACTOR SHALL ENSURE PROP LLJ (1) I L L�"L�,L 'I , ��:, , l".. I - r ,� Olt I `11�, �,�, "_qr,1j ,-�� I I �� �;t�i,l""_;'',,` �1� i .1 :�!.,1 , 'it� 11 , 1 23, 2013, FtEPORT NO. 4048-0003, HAS BEEN PROVIDED PRIOR TO PREPARATION OF THESE P OPER < Cn ill ill I I I ;�f" I ,, I � � " t�� i''it, � 'l i:, , /1`1 � I I i �,q , o , CO TRACTOR SHALL ENSURE R W . , , �, I � ­ 'Ii '�, Ill �,l � ."It:',lo �i � t'' "ll , �, ,� i:'11 r, � � , , Ii 1 � � V) z 11 -� �_� I "I't L, �,tl ,, i'' j� w' I I 111 . I L, it it�i 2.0'x2,33'xContinuous 4 1 1 l� I ,)! ,;_C1r11l " I'' Ili � I j Le' it 11 I �::(ii,� , �ill COMPACTION LLJ ,_ li ,;li_ � il 1:1, , 1 I i, i, i � I DESIGN PLANS. THIS DESIGN WAS PREPARED WITH THE FOLLOWING ASSUMPTIONS OF 2,0'x2.33'xContinuoijs COM U� I I'll , I, � I , R � I �i I I: I � I ll� 1,1 I � . 9 l , ;1 ir � � I I I t I I I T_ = I l. li Ill, I 4 I : I I 1. :11 I I I 11 : � Z = t I I : � �� � �:: l�l I � � :� i I � � I I 4 ! I I r � , , 11 BENEATH CONCRETE FOOTING z l IL ' l i , ''I I I i i I , i I i Concrete Footing w/ CONCRETE FOOTING 3 I I ll� llg'] i : I � I I, I I , EXISTING SOIL CONDITIONS, BASED ON INFORMATION CONT --- C� < R. , j �, I I :1 .11 ,I � - I I i i t I �� � U, -_1 ­ �I , 1, l'i l �I I : : , I , 1 1 , 1: 1 i I I i i 1[: T) I It) I , vi� I I JL � � I� � I ) 6, i AINED WITHIN THE SOILS REPORT: Concrete Footing 1N1 6 il I I I 11 1, : IA : � � ,: I I �'jl � � ,L I : I V: ; , ' ' i � � ­ : 1 � � i t: Il I . I ... :�i[I I�:� ,� 1 l t �., : I� I I I I i I �;�: ,! ; SOILS CONSIST OF A LOOSE TO DENSE FINE SAND (SP)AND LOOSE TO DENSE SILTY FINE SAND (1)#5 Bars Coll T&B w/ CONTRACTOR SHALL PLACE CONT (1)#5 Bars Coll T&B w/ M -3 I , ! 11 I I L. " : i t i: 1i; i, I I : ; I �I ! � 1 , I i: . �1 I ;�, i i . I : ! � I� � . i i I i I I 1� � D z I 1i : I i ! � I 1�11l i ii � Ili :,: �I, . � I � I � �T i i�: JOINTS EVERY 20 LF #3 Ties @ 18" o.c. Embeded - CONTRACTOR SHALL PLACE CONTROL = 11i 0 � I I �,I - I I, j i' i r , I T - I :: ,I I I I I I l!� � I (SP-SM). IT IS THE WALL CONTRACTOR'S RESPONSIBILITY TO VERIFY WITH THE SITE . ��_, , . - , , , '' l i , I I :il � , � i � , #3 Ties @ 18" o.c. Embeded JOINTS EVERY 20 LF I . I I 1 7 ::i[il i [ ,i ; �� , ` i i, " f � , I 1 � 1, L I � 1, , ,�!i, 3: CY U� � I , � I I i i : 4 � ��: ; I I I I fi � :jj �j �l! i "I �t I i I �l,I! - , � � I , 1 � I it ll : � , . i � , -i AND EXPANSION JOINTS EVERY 100 LF WITHIN . I I i, I I , � I :�3 I , Ji 1, l , I I it i, 1 -1' Offset From Face Of Block o LLJ . t i � , ; : i I fi 1:� it I 1� -1' Offset From Face Of Block into Grout Filled Keystone Units AND EXPANSION JOINTS EVERY 100 LF WITHIN I 1�� ­ 11 I 11 - r ', I I �, ,� I i � , � : , I: 1 t, l ` 11 ill I � , GEOTECHNICAL ENGINEER THAT THE ASSUMED SOIL STRENGTH PARAMETERS ARE co . �, -_'�, I - 1- "I � i � l : it , '' � ti t 1: L ,l I 11 i, : i 1[11 into Grout Filled Keystone Units Cn . I I -I i I� CY) = I � ,�� I I I I : - r , i,: � k L � i: � I i CONCRETE FOOTING - - I I I it '' � i , Ill ,!I I " I I I t � ,�! : 'i i i :t ­__ �� I 5' �.­_ I i I� :I, , � t 71 1 ,: I 1 � t 1.1 I CONCRETE FOOTING l L-_� � _�,� - I-, . . -I . I ,� .. r ��, ii l J,i � I:I I � i l , I i li� : 'JL I REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION, IF THE SOIL -, W 9 i ;:, I � t I � , I I,� ': ! ij,r I ,t 1 , i , - - I- ­ I" .\ � � r I � I f l,4 j l�t I I i I , �� i i � 8" Min. Low Keystone Compac 11 Units - = l I, , Ill I � �1 � I . I I 8" Min. Low 0 E - ""' ' I i � J I : , y � il� I , STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED BY THE - ll W ,� _� I ��!Irl . 'I , I it ,, I I , 11 �. �i � i � 1 , , 1, , -1,-L I I � I I t�� A : I I ,: : it � � I .1 ,,, _:,� I I , i �i I i L I. � � li -Keystone Compac 11 Units Permeabl Soil __j _M ,- :� ;1- , , I i , I , I -i I : � ��� I �� I I i � . ll r , it It � !�![:�!'! ! �l i: i I It I I I � EO - - If-, .I - I �i��; i � �� i i � iii, ,� � I . t 4 i I i i � l'!� �! ; I , ENGINEER OF RECORD (E.0,R.), THE DESIGN IS NO LONGER VALID AND IT IS THE Permeable Soil . ,&,,,,I,�.k6f&�t,-&,f,-�b�"I'�&� -.1- h ­­1..... 0 a- - - _� - - i I 0 , I I 11 , : � � &1,1,lk&,k.&,b,l& I . . .. I .. \.I"'�,i TOW = 7.00' ) 6-1d - � I i :: i � � : : � I . i;, I r �3 .1, kl&A,�6b�&�6b.&II...",b��.ub.b.b.&.,. . � I I I 'I i I 11 I I : 1 lkll.k.blill 1,A�&�b�&�t,.J.b.G.".I,.&.&.&�bj,.&�&bA,�fi.k. TOW =8.50' >_ : -, : I cz, - - ii� , l, � l I I I ll��� �� � ,I L �� I I 1 11 , 1 i 414,�ll,�-k",4k,�,�lf"411"16.,��,�.�'..''\,. .,.__..___'. ..... ..... .l-1.-&.b.b.1,.l,. /-/ / - ,-z/ -11\ 11 ­11,�Ii - W -1-2: , I I. - I I I I; 't I I 1: !: t L j , I I , ,;�, � 1.�i I I RESPONSIBILITY OF THE WALL CONTRACTOR TO NOTIFY THE E.O.R. 80 THE WALL SYSTEM CAN - I r ////1///Z1 ill 1 F-7 F r� E(5 1 -0 �_% , . I - I I' �li I i � �I 4, I., , i 1 j7j Lj Z � -ro"&A - ) . � , ­ ,il i'll, �l. 1, �� ��_ 11 ,I#', , � � . I .. . . a- U E � _­ "<171 T-.-W" - � ;'' � - � I � ! i : , , I 1 __7 � " �, I ,,�,,�j i I J'l J�i � ` l ; t : I , ! ,1 � � I i � I i I , �, : i'll! �, I I VIZZ I �:!!� � � ��i � . � ,,��J�J�,i�l it I , ,, I ii I , I BE RE-DESIGNED. FAILURE TO NOTIFY THE E.O.R. MAY RESULT IN THE FAILURE OF THE P I � I F�, : , A I Jlil � I I i [i 1; � 1 "7. _� -I ,-, �;�, i � , :1� !I 1 1 I 11 L � I I - 0 --) L'i - . ii,�i, : : � x � � 1 4� 1 1, i�� : ; . , *I,'., - 9.0 I � I � 1�- �1' I , I - N I N cl,� C) Li -_ --,--*,:;, - I I I I i, i .t 'iii :11 1,� I I I I (Reinforced Soi�l I.... I 0- 0 z -�-:% = (P / � I il�j ti��i I �; I ll� I 'd It i 1, � �� i , :�, 1 (Reinforced SoOl 2.1133' 1� -_ .. - � . 1, i i, '' 1� I , 1- 1*­ � ! � I I ,:I I: i� 1 I � dlf�i,1 11 , " 14 1 , , � , �, I I �'l I i� : , RETAINING WALL. I . 2.33'- -I. I :k I - I I I : . i, (5,i�� i ,:�� , to SUBSURFACE SOILS MUST BE CAPABLE OF SUPPORTING WALL SYSTEM. IT IS RECOMMENDED , i .. �. I --' 9'll I I I I J I i, � , I t I I l[LI �; - ... I I I I ic)� �5f__� % it V- I I . : � 11 L� 11 � � 0 I. , il I � , 'I I' i� I . ii , , I 11 . i ,1'�L�. 11 I , I I I ILL L_ -�;;, Z %. I.-:%- _-�, , � 1 -11 t i ,t�'I, �1 , i i �i THAT WALL CONSTRUCTION BE MONITORED BY A QUALIFIED SITE GEOTECHNICAL ENGINEER I - �:!"! i ii � 1 I � I I I 0 I I i, I � ,Ill I � i I I , y,-1�j L�j - � i ltll�:Il r�' � I , I,� lll !�l I �, I I . I � . I G , _� i I I" — I I ,,I '�r� t ,,, l I i I I - j�fl,l !1, I U� �� .0 7. - �' r I �11:_ 1'�-i :� �,� � :, I , i 1,j 11 I!� Ili,i l, TO VERIFY FIELD CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL - , . I I I I _ rid Depth = 8.01 Unit Drainage Fill (3/4" L "',,- � I � ,� ji i it � .1 , �!��I � iiiJ il '' :1 zi I 1 = � I '0 L, �� OZ - -- I r i i 11 ,ill jl�'6 i ill � LI, � , 1:01t,I 11 I � . - -- I 0- I I . I I !, I , l'i I � li �i� �I it I, ,,i ,i j i ' 4 1 'i I I 11 1: I I Retained Soil I i 'Ill � �, 1 i, I -1� ! it jj'l� I ii�l I ; I i �Ili ENGINEER, THEN A GEOTECHNICAL ENGINEER SHALL BE CONSULTED IN THOSE MATTERS >� Ci Crushed Rock or Stone) . z> M - . , i. i I id ill I I I I 11 � I I I I � 124 '--L,l 6 I . 'i I � i 1! I iI , �I ' I'Ll'i !� � Grid Depth = 9.0' W . .!= - � : I t I c I . I � i I I , 1E ��, �,l � I !,� i �1 l�i il� 1��!d , i 1U I 11 jll�!I 1'11L I : � � �li'l li�i I ,� PERTAINING TO SOIL CONDITIONS AND WALL PERFORMANCE. A GEOTECHNICAL --.-..--. . 2 I I - I . I C� �� 0 Y . - . I � I , I, i I ''I 11 I - I I I ; ' ��i�l I I� �lj�11 I t 1 1 i t I � I 1�1,L' 'I 11 i" � i t ��;l I Unit Drainage Fill (3/4" 1 2 I z r__ � '. li I I ( j�l ii, I I ,il� � I l i I . . q . 5 < � �f . I I I �, 1 ­ ,ii 1 I 1 � I 1,11, 11 1 11 , il ll� li ir ljj!i,!� 1, ENGINEERING/CONSTRUCTION TESTING FIRM SHALL EVALUATE THE FOUNDATION SOILS PRIOR F_ V-1-1/4" . I I 11 t I,, .i ,,, ll I I I ll'pl I , I �i 1�i 1 , � il I I I I 'j- r I I '' I j":l I 11 IL . "11 ' ,1"�I , CJ�r ! 'I ,� : I I 2AII �Crushed Rock or Stone) ii IP � r- I �0 �e) �,- 10- ��, = N I I _!"i, ,, :i: I I li � ! I , ; 1� � I � � . I - , i��f:�� , , i I I 1 �f I I I, I it I , 8.� 1 1 i � -1 � ; : I 1 ,I':1� l "I � . t , I I 1. 1 I 1; i, . -M" ce) co 0 - - N I �) � r : , ­ji, � It i i 1 : , i it! I 1,11iii I i TO CONSTRUCTION. UNSUITABLE SOILS (IF ANY), AS DETERMINED BY THE GEOTECHNICAL = 0) - Z _Ii Lz_ �': � 'l [� I � I I I I t, C� ximate 1 7 C� 06 E LIJ -- , . t, I i i A � : 1 ll�'T , I ,�: � J� � 11 i . Appro a-- I r , � , I � t 1 1 � ' ' I iii I 11, 11 ji� li 1 ill t t�, ,�,��i�� �!Ii I � , I I ENGINEER, SHALL BE REMOVED AND REPLACED WITH PROPERLY COMPACTED STRUCTURAL I - I it-1-1/4" 1 1 - C-0 - i, � � I li . i l� I � 0 , ; - CL j V NWL = i 1.4' 1 , '1%� I i j,r i �i I � 1 5 1 1 . I , I , I I Ir I ill . � I I >- EE _� 0 I : ,1� 11 � l 1 i ;i� , �,!, ,I I i �j� I I i i 1 81. a) I I I '!: 1! 1 !; : � I � , FILL SOIL. UNSUITABLE SOILS ARE DEFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT (Retained I . _� Limits of � � - o- < 0 :� _j N I e Ij I 11, i l!!, I It , 1 , ; I I r �_ I 1� I I, ;i. I ''! ,i i i � It I � �i I �!ji 1� _ Oil I I I - - (n t I ! !� : li it I �ll� I Jill i � i� I I 11 i t :, I � , � � BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT, p . I 11 , T_ a BOT=± 1.0' . I 11 , i I � Ili 11 i 11 Pil , , , , 1 1 1 � I I I I , i i I :11 � ! �' I � L .i�ii; � . � (50 il 4jzz : i;1 1 It ,:I� I 'IfT I' ,I i I i i I , lllll:lt�'! li� iil . I = C\1 . . 10 0 Z ­__ (.0 0 � I I . 1� � ���1:1,� l� I L" � [I : I � i�l� I � , i to FILL MATERIAL FOR THE REINFORCED SOIL ZONE SHALL CONSIST OF A NON-PLASTIC, I Approximate i ' I � � .r � 11 1�1 2 ill: il� Oil iii ,! �1: !! lll�1,111 '11, � 1 1 I" ,� �' : , I j it i I � :, '� il �i lit illi � CL-vii_ V NWL =± 1.4' � � 'r" � L,,"D I I t L -iil � � I j � 'it 4 I liii ,i l� I" ?�� - , I 1''j,t I Limits of I - . (D ,, , :�_ Z l,_1 (5 z F-- 0 CN ,,i I � , ji��"i 11 I I l� ll ,"! L �, I ; ���i 'i 11 �' GRANULAR SOIL, FREE FROM ROOTS AND DEBRIS, HAVING LESS THAN 10 TO 12 PERCENT . a) . I I I ­_ -T: � : . , 'Pi i , ; �p! I ,,�l ! 11, , ;,, 1��, ; ­ i I i I. C1 I < 0 - W ill I . i . 111�ll ,,�,ll I li� �l � � it ��,� 11 � , � -I j, 1 , �:il�qi 11 I In CN - �[,if 11, I , � , il� � I I , ; i I . I Y) cL- 0 t I �li il I it 1:1 li�$� i I � 1. I �11 i i l� i�' ,t I � 11 ; 1 d'! I� MATERIAL PASSING THE NO. 200 MESH SIEVE AND CONTAINING LESS THAN 4 PERCENT Excavation I I I BOT = t 1.0' I Lj_j 0 z U Lij QN 00 In � : I I � ; i� i li� , I ill I i 1, , - I I I L_ I - - � S�: Fy I- 1_� i �iiii. �_ i1W I I � I I.,1 � 11 , � 1 :2 = I i,1, ,��, I!7�1, t I i ,il't 1 i1'4, �j I ORGANIC MATERIAL (CLEAN FINE SAND). I 1: 11 - . < Lr_ ' , ! I ' !i ,jj; Lj 1�1,� , I I!, I '�1'1 " - z 14 I I , i I �11 I I r i I , ­� 11 i ! :11 �1� � �lj . 11 cl� 0 t�j >_ , , , � ; I I'Ipl 'ril � �I I � K I (D , E. I CO . �;,li!' lf,�;J: l' ii I I i 1 ,i ; I i I I' - . . i I I - I I , I - : 1: 1; ! : I t .i 1, I I I I 11 I � ,I ilit j ilf, i l� �': '1�i 1 1 1 �,� I, . --- - - I I , �-i ': l I 1, : j, ,;!;: I � - - LLJ F,� < li I 11 I'lil lil, ,it �! ��i li, ,, il �', i :i1l�i, i lj�I ll,;I�ill L ; � = - i- I � I I i � 1, �i j ; I I I i I , ll� i t 1, ji� !lij;�I LIP to WALL BACKFILL MATERIAL SHOULD BE TESTED AND APPROVED BY THE SITE GEOTECHNICAL � I Il I V, z< �, L, "� I (0 I I I �t� I , , � I I w L Ill 1 J��, 1! �p i ull 1 I �; 1, �jl I ! ::: ;I I i I i,�,,,,1! i� i . l , �11� ENGINEER FOR USE IN THE REINFORCED SOIL ZONE. I I � . I , Ln U_� � 11, i� , 1, I I ill 1 T , it, I I , I - V) 3: 0- 77 ry I , , t - t : l�� fit, - � � I�i I I 1� I�; 1, I I i I� - _=M!�1!I�I I- - . � I I 1 i I -- 0 . 1�, I ,,ii i1i : �!,d � I j ill 14 i i �,, q i I �,�, l��, 1 : I gp� =I j I : : ,4, 1, , 1, � , , ��! I, I, �,I, I " to ALL SOILS MUST BE COMPACTED IN MINIMUM 8-INCH LIFTS TO 95% MODIFIED PROCTOR AS I I �! , I I"I I 11 I I :11��l � � ;..; . >-j (6 C� >_ ! I 1� - . - Unreinforced Concrete or Crushed Cn F) LLJ ,-' I I � - I . � i i I i i'' ��l� t� 1 :�i I DETERMINED BY LABORATORY TESTING, �� � I - Lap Min. 12" V) L'i ;i I 1`1 1: 1 l"it i I i I I , I � - -U�1�-U&��- CEE�� li III In � i I I , �i i i ; I I _�i -M�,� - �D , r I �� : ; i : : I 1 i i ,1 ii i", 0 j ' 4 i I � < I I � i:, i � 1�� ` 7 1 ��Li :D Lj I It Ij14 t � I I : T i I i �j I��'ii, � t4 :E I t ,I ��L 'I� : I ,� ! I ;�i ilt��1 I I I� 11"I i" f ll� !'�� I Il I Geotextile Filter Fabric Stone Leveling Pad Wrapped in Lij 0 U) 2: . I i I "i I 1 4 1 I 1 � o THE WALL CONTRACTOR SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO - � ,I I t I �i ,4 � ! �rljj I ' I� i � , � I li z 11 0,1 ��,J li� I ; I'll I �, � I : � I , � , , � I �11 1 i (�F:o u�nd a t i o�nSs oiii�11 ck Between Each Grid Layer Lij , I 11 t l , :: � I i I , I I �j � �, 11, I CK Ld 0 1 � i , 'ili � � I �� , � I i i l I I , t Ba a- (�3 ci� 1-- _j =� C) .-i I � i I ,I lil''I : : I I ::) �l�� ' d,ill I I . 1 1 1 4 L I Geotextile Filter Fabric And Keyed X �, 2_ I t, , , � , ;i , � i i , , I I GEOGRID: STRATAGRID 200 And Along Reinf. Soil Layer/ Z < I I I , , I Ii�! i 1! ;� I 1:1 � I ii !I jl I'll � i I ,i I Under First Block Llj - X (� -) � , �� I I I ' !i, i � I ; ­ � �'; r ;I 11 I , � Ill i ill , 1 1 1 i � :I 1i �, PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND COMPACTED N LLJ W - < > 0) 0 : � : � 1� �t�,it I :I \ Unreinforced Concrete or Crushed I , ,; � 1��J 1� � i� ;i� J i I l I [jjIL' I I i I THE REINFORCED BACKFILL ZONE. - Lap Min. 12" y BY STRATA SYSTEMS 3: z 0 I , I I l,L �� i i, ,"�,Jill i,� I vil , lit I!I ii __j ­_ I I � , I' I I 11 I : cc� -L ­- D ]'61 1� Geotextile Filter Fabric L,J L i; 1_1� �i I �i I� � I 1 lit ,dil : I � : I i" � TESTING FREQUENCY IS AS FOLLOWS (OR AS DIRECTED BY PROJECT SITE GEOTECHNICA4 Ill ii 0 " I I,I, I I ,, ,, I 11 � � I I Stone Leveling Pad Wrapped in Grayel Backfill Interface,As Shown 11 ; 1�,l, Li� , I , I 1 ild , :i,,.,'1;[ 1 1 1 ii I I i I 1 11, I I ill � I I , , lF I i�_ 'j " I �- !I 1 il i i :� 7 I' L J, , it�lfi� ; I I 1 it 1:� Back Between Each Grid Layer Geotextile Filter Fabric And Keyed � I �� Y", I I I t i i��i .41 , �,;j 1 1 �i � i ll� l��: i 11 I 11 ; i i I� I 'I�i 1�i I i I L I i '! i " ENGINEER): And Along Reirl Soil Layer/ Under First Block . U) 0 E \<, X I I'Ptl , [i i�,- : l:I ; 1 1 , I I li 1! 11, i I = l__ Ill V I I I � ;Ifj ,�� I ill , I I ;:, ji'll I it I i, � SEE PIPE OUTLET DETAIL, SHEET S-3 FOR U-1 � ��i� � it ill l��t 1 : li �, i I �, I � 1: a. ONE TEST FOR EVERY 2 FEET(VERTICAL)OF FILL PLACED AND COMPACTED, FOR EVERY I LLJ _E ­- rn I ; 1�1 i�:1 it�l,,' �1 � I � lji tri I I I I I I "l, in (.) 0 < , I I . I '' , , ,_� I I i I I , I IF .- I 1 1 ,i , � I l i il 1 I 1''l � , It , , , ,, & i t = I I I I , I , � I I T ,,I ll� I I I I l� I, I Gravel Backfill Interface, As Shown MITERED END SECTION OUTFALL PIPE Typical 6.0' Max. Reinforced Wall Section 0 ­- ?� F5 ry , < I � I ll�i l� Ili 1 1 , i I ,,� ', :�, !:,I 1 ;:i il, �I I , �: 50 LINEAL FEET OF RETAINING WALL. C PENETRATIONS, IF APPLICABLE I I 1, � '1� , � I I I . � ,,, ir it � �ii ��_ l, I l,1 if I 1 il� i �� l�� Ill n I i �, , t ill!,[ � �li , � :1 � itti .1 -1 , . , rjjl� ; il, , 1 li� I I " ., il 1 Ill I '111,1 � 0 I ,�� I 1!, i � I!: li I r: , , I i' L b. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED � I il 1, �I I , ��'i ,�, 1 : F �, Ill � , With Guardrail - Wall Section 2 _-D I !v� , i i� � � : 1 ,4 1 lt 11 , \_1 I 1! I �19 ; � I I 1:� I I, I � i I I I I � I I . �� i'� � i i : �I I, :� , I < 0 i I I I I I I It, lr� , r� �1- ", Iii, i I , Ill, 1 ii,, � i,Iil!ii � ; ''! ': SOIL ZONE, INCLUDING THE AREA COMPACTED BY THE HAND-OPERATED COMPACTION Typical 7 Begin South End of Pool to South End of Grassed Area - East Side of Sherman's Creek (± 124 LF) L1_ It 1. I I � I I , 1. I Il' '! 1, ,, I , I 'll, , ji I , i� 5 1, 'I' ' I � f '!��, ;It �j ill � il �� i t 4' , 11 , � 5' Max. Reinforced Wall Section I � 1, I ill i , ii 1 , t 11 'Ili �,10ll i , I T il "I 111� i i '�:, !'I I 1 i � ! id� fl i, i 11 � I b -i 11 I �1: I ! i � I ill - I Ill 1, 1 , � ,,, I I �, 1 it !li, ��l: I ,Ii � ,11 i 'ili 11 � , I � I liJ,I" i i " With Guardrail - Wall Section 1 Compac Unit- 1-1/4" Setback )l 'i '� L fji�� � i� I I ,��i to FINISHED GRADE MUST PROVIDE POSITIVE DRAINAGE AWAY FROM BASE OF WALL. EROSION I I I it t I ! :� I I I 'Ili ill I I L l� , I� - t � 1� - I : I I �, I , I I ; 1 � I , - . �� L� I � I , , I I , � ! I - I ! ,�� 1, I � i i z I, It i I ,!i E I , ,I I I I ,� . I I : L'tl , � ! : . i!", � I , I . t il ,1 i ; � , �l i � 11h, il, :, n. Low L I I f I � I I ll I, I � � 0 j � � �i i� It li, � j I 1 i 1�`i� it I o UNIT DRAINAGE FILL IS 3/4" CLEAN CRUSHED STONE. AVOID AGGREGATES THAT ARE ROUND IN � , 11 �qlhl' �i' ' � , �ii I' , i III jr���,il�i �ii, li 1,1 i, , : 1 PROTECTION OR SOD SHALL BE PROVIDED FOR ALL SLOPED AREAS AFTER GRADING. li I l I ! , i � , 1 11! F � , il' I '� � i" " Ill , I, � � t: 7 , EQUIPMENT. M � ill i� i13�, ;I t 1�f 11 � , ii,� i!l , `�ij t " � i � (N - - I i � i, I � I , F I jt ! iiiij I � ��t Ix L J�i: i :� ' �I'j'L i 1 it �!,I� � : il ll , l I , t I � 1;111 1 , 1 �1 Begin North East Corner to South End of Pool - East Side of Sherman's Creek (± 482 LF) 11 Mi � ) I ; it� � i � r it 1 l 1 8 1 I i �i � j i i t 1 ll�,� . �1_ it �1 I I i I A 1:� I� ill I L � i I I l i , I I ' ll i,� i 3 l i� , I� L I 'i I �1,� , , i, 1 � ; . � I l I I � li i '1�ii , , Ili ill- lil 'i, NATURE. egin Sou Permeable Soil � I I ''I " ii] i I il� l� 1, �) i''I�� I i l� ,li I I I' i � I I�i I tj F I, , I B th End of Grassed Area towards Bridge Headwall - East Side of Sherman's Creek (± 80 LF) .6�&,t,-,I,�&�&6���G.&,G.��Li,.&.Ik.11J.&�&�f,���,�b�,.�,�,, ­­ I--1,I I .1....... -.1-1-1-1-1-I I . I , I I i ,I i , ! ,, , 1 1 ,i I ll I . �Ii;�ID I l I I � 1, Ir � i "I , i I � I , - I I ; : ��IL, i , � I _­---- ­­ I �lil,it l,� I � I I I � 11 I .1 I ,It p L Ill' [', 1 L I I i ill,� : � . . .` 00 Ill;lkillillkl4lokill Ill - - I I , I I I I ill f, 1 ill lii ,,, r I I d i�I,-, , I � to LEVELING PAD IS CRUSHED STONE BASE MATERIAL, COMPLETELY WRAPPED IN FILTER FABRIC. I, � X// Ex ap % ! ' , , ��� �i 1 , t, ,:]1-1j, p I � _: 1 7 , � I . I / I - , � I 1,r, I', ""I'll 1; d'�ll, "ii'j, //,//// , , I - I I 1jj,-V1(jji "i't , �J­Iill, I , i I 0 I�I", �i�,�,� o GEOGRID MUST BE OF APPROPRIATE TYPE AND LENGTH SPECIFIED IN THE PLANS, I I I �gg-"-%_ M 1".1," , ill, . I � ,t 1,1� , �r ,11 I I I I 11-1 11 � ''3 . ,11 ,I I i-I - I � ,� ,�,ri��Itll�! - I . I � 0 , ,��',t,�Ij� I T'i'It"j,"ii i,Y,,:tj, tipp,,i, ,�, , i I ,,l I'' 0 Compac Unit- 1-1/4" Setback I � I , � 1, Ii ,I 1, ill' K i ��'jll, IL li,I�,� i I " I , ' 'l � Landscape Archit , � , �i �"` _�! I ��� i�j4j�l!l'' � I (Coordinate with ect For End of Railing Section) lil ,� , ,1' , !��j `� tii�,�i �i �I 1 i"i� I I , ,�\ TOW =9,00' i ,�!l!l ji 1 ,� I ��ljr­ i� � I 1,1,4li,till I , !I ��rj,,,,,,iitl,,�J'i�1 �� I � I �, - ii'i ���,,L?�,1!11���'���,��,,��il���')��!��'L",�,;:�, I ), )� " ," , . � li j,�lllt�,,; , liii�I , ll "�"I � '.�`;"'t lL ' Ii, .1 1� it I �� '�j, �i I"i"t� I 11". i"t ,��l�:i'i�V I" '" ',)�_ji L " ALL GEOGRID LENGTHS SHOWN ARE ACTUAL LENGTHS AS MEASURED FROM THE CONNECTION I I , . I Aitty"'. I I I t1j I , " , 11 t .........ll , , ll'_t-,`�iI��,�il I 11 ,V19,_ l ;,�.,�,, �:��i­ li,­, I �1'1l­­ :: L ll,�,I 1 ,I', '"', Ir iii'' s " �': , ,;"i , Ill, , � ", IQ- ,,,- -,,,r,,-.,,,,,, I ,� '_ �, ,,��j��l!', �,,,,�,�'j�",����"",.,��i�l�'i'�li,,�,'��,,,-�"",�!�,���,�,',,,�:�l,�l "'t '10 �,�, � \_Keystone Compac 11 Units , i""i",: V�,�� I , �' i PINS TO THE END OF THE GEOGRID. � I I- 1"W,� ? , '­, ,,,,,I, r' ,�,ii:�'',, ,�",,,,,",,.,,,V,,,,,,, , � L''"" - I I" l;tL i I 11_111­1� 1, . """.1, ,l'_­� -l", 'I', , 11�1 11�, ,,It � I , I� '17 ,� , " I --" ­ � I , � if, I I 11 -, ,�,t ,,� �,� , � . Grid Depth = 95 1 . a 0 � I ,) r , il" I L ,r,ill (i,l ill, �f, ,,, li�"'li,":1 i J, , ,,,1r,,'',, �,�' t , ,�,Ii,' ,i'_,�� t 1 1 `9 . "', I 1 - '�.I, I 'L" l' ',ll, : , ' ' � i�i� 1,11 , , I 11 . , , ;1 � I " li"ll- � ,, , 1,;�, "i � t"I to GEOTEXTILE FILTER FABRIC SHALL BE MIN, 4 OZ. FDOT D5 OR EQUIVALENT, 11 � Y ,lil� ''I", l�',l�i�l�,,,J�ii�i�,`, :, l. , � I , ,,h -11 I . 1.10 ,,,,� , �,,� ,,"- � �, �, ' �'x I,`� :It,i, �i�� � , �_Ill 1, 11 � ,�Z� " ""' ,;`1 r',� I,tK "I ": ­ ' ,i , �v ;,l�I i I r, ,ii lj�,�,�L ,� . ­_41, I i . � I %,"' ,��ll,t;:-_; , iz,_�,��"":� , ".1 , !_ %,,�j ,,, I I 1"-1-1/4" � I � � I �­ I i4.,- ` � , -�,, .1, �'' ! , ,, �, " ,� -­ , I �­ 0 . . . I 9) - � � I I I I ­� +­ j � __ ,� I . ", ' ,��!I�,'.,�,�a,igii;(;�,I"", _N I --- I I I , !�' �", I -�. I .� , _ , � , �;­ � �`;fli'�,�,�t,-*',��I-ll�" I " ��l Ltl� I� I ,I�:11 r.�,� , , 1-1 �,,,� - � UTILITY INFORMATION WAS NOT PROVIDED TO THE ENGINEER OF RECORD FOR THE 8" Min. Low � I I I I ., L 0 om" I `�� '�I�'�`,'t,��i`��1�.' " �i I I , � _ t I ,­ � , L NI: M 11, ",�!:'­;ij, _ �, � ,tV.I� El � I �� ,!, I �� -1, it, - ­"�i �_, "­�; -,`.l,,��-­­` . . PRE . . � I 1 W ub& ' I - ,,,: ", i­, !��* t . ,,,r _,-, I I W" - � I .1 � ... ,� f��,,:e��l,,�,�', ilt , I _,- , t " � _ _ i'�11'1 �'- PARATION OF THESE PLANS, AND THEREFORE IS NOT INCLUDED, IF UTILITIES ARE Permeable Soil I It L %W LU ��),.i�� I,- 4 I ��-;�,l,:� �, ,? , ,. .1', li ' �' 'q -" r I , I I ,�I' t ��it l� ,1,�, �. ,, -I� ., � � I I T11 � I 11:� ­ I It , ,�., 1 �. � .� I ,� I �" <It j,:, � I I - C!%99 tD 7 >� � � ���, : I '. . � I I , I I . 1.�_�Il �. I I'L,, ", i�, , ,�,' .. z - , 1. , 1,4�,' , I I 2, t I � I �li ,,, '' , ;� 11 I LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER OF RECORD MUST BE ; Ir ,�l _�,, I ,� ,._,� ",1� � t, `%',�,,;�,� 1 ; I I� I-11i., �I I 11, ,lilt''r , , 1 :1,1 iq­. � ,;r � I : il ­­­,,�­ TOW= 9,50' . � 1,i� ; !� I I t - � I ' L� " lt.161,�J,�1_11. ��J­11,­­I,.G­.I, .l--1-.1.,. � __ e 24 Unit Drainage Fill (3/4" 1 1 :� ;,11'It I � ��i,l ,,I I,�� ji iNil ill,i, � ­I) i"', �,,il,,,�, , ,1,�:i 1�:'i I 1 1 t i'� I I , - I i 1, I; I NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE 1-ii-J, // . I r I . I . I � � I I , i 11; ! ! I ! :1 1 '' i� : / ­I" 11 / I i I ! I I � I I I /� // I b 60 -E_ ; W I I I � i I I : I . - . �. . I � Crushed Rock or Stone) I I . I 11 ,L1 N l � ! I ': I z i� �[�',,��i� I : � � � el � 'i , , �m I I 1 r Jc�o, � I i DESIGN AND/011 PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED. - ,g//////,///////,&I L , !� , i , I I I � ,Z .r-� M �d I . � , I : 4 � I I ,:: 'I , i ili I � ,I � ; I I I , ! : , - [;I ;�l ­ � ; I !I � !i, ti! - ! .i i to UTILITIES MUST BE PROPERLY DESIGNED (BY OTHERS)TO WITHSTAND ALL FORCES FROM THE L 11 � 11 � ; I i I I I TI i, . , i I I l:, I I I :1 �e) - -1 i � : �: 11 11 I ; ": H i I t I x I I ��:, , � I I i I I I - " ; 1 1 1 1 : �� � ,: I = C� M .,lj,,"-, I ll i,: I %, I ,i ,,, li I fj�i� ltk ,: 1 ; r 'I 11 , I I 1:1 I i I I I SEGMENTAL RETAINING WALL UNITS, REINFORCED SOIL MASS, AND SURCHARGE LOADS (IF Grid Depth = I 1.0' I (�i� I � .- . -44, , I I l: � � , 1 11 , �i:: A it I 1 1 ill l! 1 1 I [ ill , I I I , � � I l - . � I : � �:, I i � � I i- : i : CL . 0 -, �� i I I , r � I; ; , I I I . � � , I ; , � Ill ll I i : i l� I I I I - a) . � :2 Ir- A ,- � I 11, � I : i �1: I : �," I i i I I ANY), I I I ! �� . I I - l; I i1i �� 1,, i , � ��, , i � It 1!� � I i iii t I I I ii . I 1�il . I 1! I � '! , � � :1 !i :ii I . I I � I Keystone Compac 11 Units � . - a Cr) ­-- - : I 11 � l i , :11 I i �l o STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS . I I : I � I !: : ; I , ; I ': j:j I . , I, " L t 1 !� it 1 � L '� �l � , I ! i I �l I I . , t, !I jl� 1 z , , I I I - "D "i ,:,!� 1, i I I I � i !i ! 4; � I : � I �i: � I 1, I �. , - .r ,�,1 ;I , 1 1 1 � I � I I : i I i � , t :� L I I I ! LOCATED WITHIN 100 FEET BEHIND THE RETAINING WALL, THE STORM WATER PIPE MUST BE . - . ...I .., - L � i I - N �! jii 111i. '1"1:1 i! i : j 1 � 1 �, i � � t I ! I I . � I. 1,r . . ,r I, Approximate i V NWL=+ 1.4' I 1, I � W I 1 $ �� i I � W I �� ; I I I I I I , . . I 0 . - I I ill A , I, [ i � I : 1 t I ] � !I i I ,: - � . I . 1 4 � i� r, j, ' t � i I � I : , I i I WATER TIGHT. NEOPRENE O-RINGS MUST BE INSTALLED AT ALL STORM PIPE JOINTS, AS A t�,­: I . I _� 1 I 1: , l t [I 'll l I � : .1 . . . I. 1. I - 1V I , I 11 1 , i � I . , . . I "­,��­t� I I L I I � � Limits of I I 41 �,; I j: j , I ii it I � it j i Jlill :1�I ! , : i ��,�� �i�, 1 i i � >_ I I I I �I , Ili L' I , i, I MINIMUM. i � i � � �� i 11 � , I i l'i, ,l I !,,�l ! - . I I � 1, 1", I 1, :1 �li� , ;r I Ili i _-`� BOT =i 1.0, I , q �111 I�1) , 'i W, I I �, i", 'i, , l ,I , it,1, ,I I (�Ke�inforcod:SD61 --I_ X 11 11 I I ii ! � l Il ,, � Ill I � I ­Lj[­ , � ------ , 11 > � �(:: �1) I, I �d� , ii, 'Ifl, I 1�1,l i � � j I W C� I � �. i � I It I I 11 j 'i � M i it r 11 l to WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATERTIGHT WITHIN 10Q FEET .­-­ - I � �,'j �ll ,i i �� 11 I �� V-1-1/4" 1 1 r � [ � �l I 11 I � i, I , 1� ill", I I 1� I � I 11"' ii , .I I . . . . 1 I � I J li, 1, , " .11" i lrl� ll�1 I' : - I 1� - , I li, i il,ill t � fic 1 l! I Ill, I ill ''I,,, I'll'i I t 81. 2 I I t I ,�l 'I [ I i i I I i" TAINING WALL. LEAKAGE BEHIND A RETAINING WALL WILL INCREAsEtH'ill I . �- I t i .. � 11 i jj�i"1'1,.�r� I i I 11 I BEHIND THE RE 7 =5 Fr, < Y"'i � I jl� ,: 1 � it l�lii� A lil 11 I��tl, '11, 11 , I il I 31� � ti il 1; : 11 ,i'�rt . I flit �! 11, , � ii, , ,F� , I Ii I I l :� ,�! :. I 1 l :�, . . I - I I i i" lit I r � , I i�,I� �!�, I I 1, ,fi" i i �!i� , I I I I . I ; I - - I I ,�� i 11 : I I q . I 19 2411 � V_ T" 1. I - 1 I I � I . _101 I - , I l I . I � - :� ll��J'; � 11 � t , 1,1 ; I i, , ,1,�I! I , � � � jr,ll� '�i , SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE I'NSTALLED ABOVE THE . I I I Unit Drainage Fill (3/4" � ---ill __ < F I : � : W i ; i , I ! rf " f , , II 1 : ��1 ;_j ,it : i 11 . l i i 111 I 11!-'� ,$ , , ; ll j V l til,,Ili ,,l��l ll�I I, t, . � = � i = -1 I I I I i I t,: � �j It :� 1 � t �jr I !11 1 � 1 !�, I , � REINFORCED ZONES OF THE RETAINING WALL, OR WITHIN 5 FEET OF THE REINFORCED ZONE. - 11 Crushed Rock or Stone) i i I t:1 I I i � I i: �� , , , � 9R*4�1 riT7 ��: 0 .1 � � � : i E 1::, � I,1 ,l i � I �, I � ,I�1 'l r I ii I I I co - - D I . I 1: �11; 1 �,�,�� 1: ; i , i fl,l �� 1 0 1 , I I ILI:: ;! i I l i! � I � � t '! I �� i I ,� I I t '� , I � i it � �l� � i 1 I ;WF I Rw�_, . ii! 1:li Hill I i ''1:� �1� Ill NOW < __j i I . I �ll I 1 ! , I I Z," , � � I j i i't �it " ­ I f &� , �i!:i f, I'l �ll ! i �l�, I I � o CONTRACTOR SHALL REFER TO KEYSTONE SPECIFICATIONS FOR PLANTING AND LANDSCAPE . I f - - i , I � I I l 1:11 I I � , � 1 1 � ��,�;i ,a. I . I ; , i i ii'�fl, jii 11,, i,,I it . I I � 4 -oundation Soil 11 t I , r � : ,t , "�i I :: !lt : � I 0 1 1 1 1 1 1 1 1 1 �; I i , I I 1 7 ;I! r A 11 � I] , 1�1 : ' 'I �[It�1, REQUIREMENTS, PROPER LOCATION AND DEPTH OF PLANT ROOT BALL IS CRITICAL TO 1 . .I I 4) . I l:�� I !I , 1, I !,�i,�;i�j !, i i I i ; I I I , ,�ll � �� ': � i , I ,I :, l�) : r i5 � 11, � I ;,I 1 , ;i,� � � � � , I � � ! -1, . � 0 1 1 l I I : - - ' 'j� � 1 � ill I . I ; , it, ! , � � 1 i , . ! �:� � I . � i l�� IL , .11 " 1, 'i� � � ,i � I i:,� 1,1� i� . I I ji'�iiI , t Ii, l � , ,I � z NCE. I I I ! I . , r: r , . lil � I - Unreinforced Concrete or Crushed I� i I �''[Iil� il� I I 1 41�i�i 'i 1, idi I *10 , I I 1L !I it , I 1 1, I . -E� _E :,� z , i I I I I � I J! � All - I I I jjj i i I I I : I x 1 1 1 I , , I i I : . r_ 4 Stone Leveling Pad Wrapped in - - I I : I 1� i i � 1, I I t I ------- z i � i 1 : , ; - . it , ! � 'I :,I I I I I I I pf��i, I � t . I� I ,,, i ll� I ::I 11, I li + 1 I ��j :i 'I, 1 � REFER TO CIVIL DRAWINGS BY TAYLOR&WHITE, INC., LATEST EDITION. THE WALL DESIGNS I co Geotextile Filter Fabric And Keyed z 0 lj I I it � :�: I : ,I 'I , I i � � l 1 1 ill 1 1 L 11 I � i it I : I I I I I I- I "I :'' i , I �1,�: I � i t I � :i � 1 7 � : ;, I I I � L . ? I I i I I I I ,I : � � I ! I I : � And Along Reinf. Soil Layer/ < 0 1 i I I � l;I I I I I �i . !I i�,jl; 'i � 1 1 �1 1, 1 1 � I I I I :�E I . � � ,Il ,, I 1:I : 1, I M i�; 1.i I PROVIDED ARE NOT INTENDED TO BE "STAND ALONE" DRAWINGS. WALL CONTRACTOR AND I 1 6 Under First Block < - I d I I t ! ,liff ; i l 1 , , N 1 t , i. �l: 11 jr'[ 1 ' ; �il It , - tl: j I 11 L':! ��!i: t 1 7 , 1i J� � :1�i�:��i� ` o FOR SPECIFIC DIMENSIONAL INFORMATION OF WALL LENGTHS AND LOCATIONS, PLEASE (�� T I Geotextile Filter Fabric- Lap Min. 12" �7 ill i � 1 , 'i l I: � C � it Back Between Each Grid Layer ;i I ; � it " :l I � , L I I l I I I �I I 1 : I � I if 1 1 �I i ! i i 11 I I . I I I 1 � L� ' L i I I f I ; - I jl`,�, 1�h I . li ; f r ii i� � i i'll I I I ��11,2 1, 1,11; . � , � I I Approximate i I It , Gravel Backfill Interface,As Shown I < LJ.J ii I , I I _j lji� , I : , :1 : i 1 1 i I GENERAL CONTRACTOR ARE REQUIRED TO HAVE A COMPLETE UNDERSTANDING OF ANY AND I� I i i �1� �jl�ljl, j, 1!� I � I e , I l i I . LIJ 1 ­ I !-1 i I ' ' I I � �, I I I ; i!� ] I , � ! I i I I . BOT =:t l.0' I , I i ii �i: �t 1 : I I � � . ,.� I � 1 : � � i 7i: i , i , , � i , : �i, Limits of � i t . I 'i I ._1 I I; I I I I � , l i I ,� � 4 li� 4 ALL OTHER STRUCTURES THAT MAY INTERACT WITH THIS SEGMENTAL RETAINING WALL. THE . I I L 11 � : � 1 � I I M Lj I l_i � t iii [� SEE DETAIL, SHEET S-3 FOR > I ,� I I I 1 � ;l , , I! 1� I I � 1, � - I � �� 1 : 1, i �! 1 , � . . ,I I ,i �! I WALL CONTRACTOR AND GENERAL CONTRACTOR MUST REFER TO A FULL SET OF UPDATED I ih'�, li� ll i i ,ll�i, ,! i l 'I, I I I 11 . Typical 8 " 'i !it �l i 11 'it . ll I ! 1 i, �j I P i, i I , I .0" Max. Exposed Reinforced Wall Section FENCEANCHORAGE I I �,,l i , �� I � i liNNE > ( :D �i � i : !it ,i, : ' it 1 1 ry -) -) , ll tli : Ili I :. ! �; i i , i�� I I I I I CIVIL PLANS FOR THE PROJECT TO ENSURE SUCCESSFUL CONSTRUCTION AND PERFORMANCE � I ( I ; I � I I I : 1 , j J, I � � I I - 0 11 I I I i�, :� l � i I I : - : I � i , I_ � 1, ill j! � l, 1: :,i . I 1 , , ,!i I 1 i'Ll l�l 1, I �, 1 7 F-_ I L4 I I, ,� Ill Ei 3 I � i il r i , I � I i I i !:, 1, �1, � L I i ,� i� I tj '� OF THE WALL SYSTEM. THESE WALL DESIGNS SHOULD NOT BE REFERRED TO FOR CURRENT Wall Section 4 ill 1 �I, ��, I i �� � � IL . � . i : i i ji���i, : 1 �i � I I I �:l L 1 [i ;1 J� li �i i ' 'I li 1 � ­ 141 11�1 , t ! � I . I � F:: z I �t " i I 1 1 M � it , : :: , ! :! � , , i , 1 I - I l I - - ... .... 'I I _ I'l I �I . , operty, IS a k (± 230 LF) 7- D I I �, 11 1i _1 I ::: "I... i 'd i i : ll 11 I.3 i i i!��!�! 1 i� ll � I '� I :, i i 11, SITE INFRASTRUCTURE INFORMATION. - South End of Pr outh of Access Ro ' - East Side of Sherman's Cree < I ill t , k i 1 Wt: r I ,: ii I' :l I I : 11, I I ffi-7=1ffl1Ar4F I j=m-;U&E�iG-f�r=AI�Flf'_-___ 5 � I � � iii� il , , , , ,i - i I I I I 11 ��: iill I, l� I �l: ; � 'I J��� � � I i i CONCRETE: ;:--I I I - - I I 11 !: �t � : : t I��i � � 1 11 .. i � , i I I�, i i�� " � _BWWW t 11 . ,� .1 I . l� �! i ��': , I I i : � � r i , it 't . : I F ji , 7 1 t � ll i; I �i �ill i ,1, �1,11 li, l 11 - Compac Unit ,�11-1/4" Setback < I 0 �_ �l I it I i : : -IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. -- - I :I: i j 111,111 11� . 1:� � , l� 1 " I oCAST ;:" I ll I I _� I , 1,:ll L 11 I IN I i� ; ':1 I � I IN 1 I I ' ' I ,� � � I I,: I I I , i � � it i I � 1 I i 2 � l i,ii �` I - - I � I I t I I- �i j �I �!­ I j , I I ,�.� , I . I 0 < , 1:1 ,�, I "�� �j j : 1 1 r I I i � ; , t� 1 � I I i 7 '' ­­ I I , , , d I! I iii i� I I li�,; 1,I, r _ �l, � l 1 , � , I i ir i '! 0 CIVIL ENG _" PROVAL OF �__ I i I 'I I �1 ' l,,,�, ,I i,'� ! � i ,1,J,l� ! I ::J� � I I I to CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC. Unreinforced Concrete or Crushed WALL CONTRACTOR SHALL PROVIDE THESE PLANS T I ill I � I I I I � � I III I� Ill �11 ii!f 1 I ll � , � I I � I L � t, : I I to REINFORCING STEEL: SHALL BE ASTM All GRADE 60 Foundation Soil 7 INEER AND LANDSCAPE ARCHITECT FOR AP ELEVATIONS PRIOR TO CONSTRUCTION, I I - , I "I ,� I I I I ! I : - I , i I ; I Geotextile Filter Fabric- Lap Min. 12" ELEVATIONS AND DIMENSIONS SHOWN ON THESE PLANS MAY HAVE BEEN REVISED. E.O.R.ASSUMES NO RESPON�IBILITY FOR ELEVATIONS AND/OR I < l�, , Ah��, t , i - - i,� I ' r� p i I i j I �l li'lli �l - � ! ,!� 1� I 11,. ��ll!; I �I, I i , � 'I 1 ' ' I Stone Leveling Pad Wrapped In T_ I I " I I 1 , �� '! �1 !;il 'I I , �� i , I� STEEL REINFORCEMENT: I i 1, I I � jl�i I , i I 1,� ,, i I I I z DIMENSIONS SHOWN ON THESE PLANS. REFER TO CI i , I � iii!l!' � I rilj !ii�, ! :,�1�1 1 ; j! 1 , , I : I i Back Between Each Grid Layer VIL PLANS BY TAYLOR&WHITE, INC. FOR MOST CURRENT GRADES AND PROPOSED ELEVAT ONS AND 1 1 lit ;.i � k It. I I I! 1 I : I ­ ii 4 :, � i . 1, !I'I, :1 i I !�Ji 1 !"i i� o STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN Geotextile Filter Fabric And Keyed ADVISE E,O,R. IF ELEVATIONS DIFFER OR IF A SPECIFIED WALL ELEVATION IS NOT DEPICTED. I f , , ''I It 1 , I I ( I� : ,� ", ,� I I � 1,, ,jffl" :"',"�?'��J!''i j­l' I I 11 iii i � ��,! t,�;1 1 :i I 11 1 ;'I it�l ll� i l'i j'� 1� � , ti Under First Block I . - I � I I 1, �l! � ,� i� � �! ! ��, I I, -� " ,� , ill"till ,1 ,,it I I , And Along Reirl Soil Layer/ I �r- I . l;i [� ��11 l Irpi, I � 11 It I j,il�!���!,I ! i I q, l it,`li i I ,, , I THESE PLANS. REINFORCEMENT SHALL BE ADEQUATELY SPACED AND ADEQUATELY I 11 I �­­ '' � , 11�l li I - , � � !V�,I I!, f , 7 1 � !I 1:;: �' . � �:, I I Iiii i �1'1" �, � I , � ii,�il i 'v�l!i;� I ii� I , 'I I I :I� i; I FOR TRANSITIONAL WALL HEIGHTS, OTHER THAN THOSE SHOWN, MINIMUM Bill �BE EXPOSED WALL HEIGHT ELEVAT � � I I I �;,� I I ; I I z I � , � jll�, � I I I I , , 'I, , , : SUPPORTED BEFORE CONCRETE IS PLACED, [ON(Il+10% I ��' , k 1 i 1 i I lill 1;�i�, ,i�� �i ill ,�� i i Gravel Backfill Interface, As Shown OCK EMBEDMENT SHALL, I lv�, ,j 1, � 11 j,11�,�lilll � " i ,I [1 11 . I Ij , I � :1 i l I LqL I .0 il I � I I I I , 11 I :il i, ' ':';i�",! I ill it , � ; 1 1 I � ACOMMOOMPAW 5:1 5:1 1 1 , � � � � !ji[ i f I I I 1� ,L�' , 1, I I l. �I '' I f i , I I I il AND NO LESS THAN 1.50 FEET. GEOGRID REINFORCEMENT SPACING WITHIN TRANSITIONAL AREAS SHALL NOT EXCEED 2,00 FEET AND 'O 1`10 I , � i t[li�!�:,i I [ ' !I : i i� I � , ,,,,, I I i I;I 11, : , I I�, ,I� I I � SHALL NOT BE �,� i . ' ll � 1, � , 1� Typical I x. Expos .0 -0 ),� I , I i I� , Y , I � i� ! I: I I i, i �. i� � l I lj;itil , it, i':,i 1:1,1 i 1 3, 'I 'I, i , 1 if , � I I'� �j 11, , 1 I 11 I:,' o CONCRETE COVER SHALL BE IN ACCORDANCE WITH ACI 318, SECTION 7.7.1 AND AS FOLLOWS: 0.5, Ma ed Reinforced Wall Section 4444 W 78th Street 0 7 1 , f , I , , I 1 I I LESS THAN THE.GREATEST LENGTH SPECIFIED WITHIN TRE ADJACENT LAYER OF THE TRANSITIONAL WALLS. I id, � �,A t : I i:1� , , �`.11,� i I I, E I I I - >< , it l�� li� -1 � I �i I I ,,t I I I i'l .11 � I I�t I < - I It I 1 $t l 1 ljj�,r,1,, � rj : - i � I Minn lis, MIN 55435 -, Y I ! ! , ,14 i I li�l 1. i j ll�� ii :, i :11, I �, i : ! � i I 11 ..IN I I � It i I I "ll� i � i � � i�� 1 jL'� I I 1 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH c4omw I- � �� I p it ,I ,i'l ;i - V I - I � , 1, 4 ,; I I I 1. I � � e9?2?8"97-1040 9 < (j CL 2< IV C)d � l. . �, i IF ;6, i ii I I ' 'I ii i : Wall Section 3 '3 0 0 CL-) 4� 1 3 I , it , - 1, . , , ii , 4 , � 11 , 11 2 �c 06 0 �. It I � I I ill, ,I "i ;-', I ;;I� ,III li;l � � 1:11i ill ;1 , , ,ii ,�� I I i, i ,�, I '', � �:'",, 1 , 1 "it, I j "t,.�',' ,I ,,,, , o VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 48 BAR DIAMETERS, MIN. I 11 l,,� I:1 i,�r,�' I . ", � I , I � � 8" Min - 0 < a - �� (� . I i "I x I ,�i .I I I ll�', ;I �",i�­�,%' -�,� 1 , ,',�. 1, i ,­�,��,:�. ,i,��,,�.� , 'N 'j�l - _1"'."-,".-, I I �, I., IA�­ �[- ,, I,,,; 1. . - � 11 � � ,I It,,,���"Iil t -�I� .-,i r.., , �� �,_ii-, --- . L - ! : _:�il' � '. I� 11 ,, i`��11,.,�� ,�, . , ict, Wall Section North and South of Bridge - East Side of Sherman's Creek (± 132 LF) I I I � _ ll,;i � ,!.��l :"��,��"il�,�:,,.-�",�%! , :', I ',�,­­ i � �:lli"�,;li-111 X, t� _ ", - I i 't, ''l'­ .:lt��,� , " I . , �11 !"'i_ - I it, , it, � ' ' 11 � I , �11 I I ,:;I',�' 1, I "I",7T, I � f I I i! ,_�,j�_:�' , ','�,r I I , I, , Ir Xtt�, - I '� ( " I,,i,, ' 'P lr� 1 I I I , I �f '. , A ,." , l,t, " � ) ". i � : ,� , ,, � o CORNER REINFORCEMENT SHALL BE LAPPED 30", MIN. e Soil : I ! , I I , ! � � r", , , ,l r " , , �, � l: ;'' 'i I � i I I Permeabl I : I ,% I I I ­ ,;_ I I , ' I t , �� � , I I I i it �, , ," ,.";, , i �l, � ­ , Compac Unit- 1-1/4" Setback I 1 , I 'r � 'j"i"� �� �,ili,! �� ,, r j. it , ,. I ­� -`,�,l�,i�, � . t 11;, " �:, I 14, , � t 1 , I � 0 11'"'"&.".J,�b�b. ­1.,L..*00141klkj0#ll;1kP ,il, J-1.1- 4 TOW = 8.70' 1 1 1 1", y-' , 1 'i ��,ii�':�� _,'� �: �",, �I I ii, �,,i, I I i I , " i I�' 't;,z , -1 ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING I - ,".1-44.1 WW4,11,11w A I __ - �, � " �, I I 11"I ., 1 - I I � � 10""' I I I I l , 1, I!! 1, .� iii : r , I i1i , � I 1 I i 1 � ", - , , I J,� � i I 1:1 I � , I 1Y DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE - � 04 / I , I i I I I I I I i I' I 1: !I 1,t'll 1A,! !I I: i � I . i i � I I 1-1 Jlj,�iii ��, � !�t,1: I t1i, � 1, 11 I i 1: I ; I I 1 i , 11 1--l-�_1 - . I I I I i , � 'I r 11 . I I ,1: . �, 'r I I I ,, ,,I�,;�� 7", ;� 1 , 1 t ,!,� ''!�fil t I . I I I '' I I I . I . � _-) I ; , : ill I(i � , , L , ,�: , 1 � : i HELD SECURELY IN POSITION WITH STANDARD ACCESORIES DURING PLACING OF CONCRETE. 4 ,I It I I I ''I I I itJ , Ili � , 1, t , 1. , I I I I I . i I 11 . I I r'� ill !� ii I I I I �.. 'Keystone Compac 11 Units . I I !I? 1, i I 'I'll; !-2, L' I !: V . I., i i I : i , ;; I ., �; i i l , �� 'I ; I! i � i:� ! I I � I � I .1 1,1_1 ; l� q I ii I i i: 'i : �. . Grid Depth = 10.5' SEE DETAIL, SHEET S-3 FOR 11 I I t l I 1 i � I SPLICES IN FEINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: MASONRY: 48 BAR DIA. , � It,, i t1i I , l � l I !! t , ! i . I z I � )11 ,% I I I , I , I t : � � . . I � �'k, 11 -ii . 't � 11 , li , ; ll i 1 , I , : i . . z R , , ,: � I . . 0 �� 1 : , � l . i 1 , l CONCRETE: 40 BAR DIA. ALL REINFOCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE I _ il� FENCEANCHORAGE - V) I � I il ! !i I � I ! I I l 1� 4 it 1,%: � 1'' il I , , i�� ! �� i� � I r < I ." I . : �j,ll I i � � i I I it , i I I I I i z Iii qi � ,�� � , I 1 1 . I � . il,i I ; � l lil i i: !,�i 1,�i� � i : : 1 8" Min. Lo �, . . 0 l � . �i, tt� : �1�ii;l i T I i : : : TYPICAL BENDING DIAGRAMS AND PLACING DETAILS. STEEL CONSTRUCTION SHALL BE IN � I � :; ��":, I I I ) I � I : il�� j:I - ;, � r , ' 'I �Lt !I I I I i : it i � . . . � I I : I I ! li ii, . ! , 11A ,�t � I l � I 1 , i ACCORDANCE WITH FBC CHAPTER 22. Permea Soil I I V I I I 1 1 1�i 1� it l, 1�1 it � �: I �� 1 : � i I I : ­­ I I . - - A I I I I I ; , � �' I 1 1 , ': , t .i, i i � l i t w � I ill-1-1/4" 1 l, LLJ . _ I � , , I � i I . � C i oil - , i� li'I i I 'It ii � � Retained S F__ 15 t � ;;� 1 l P ill I , ii ' ,i , 1�� N �� i I 11 t i i l 0 r, I . � il !� , I i , , � i :� 1 4 : i � I it � . I M - . I !, ,I� I �� i t I I I ,� i:i GENERAL NOTES: .[.L.,I.f,.U."�.&,.b.,,.),.b.b,""-�6 1.t,, ­­ ­.­,I'd-A 14'Al TOW = 8.30'-8,70' MAX. I . 11 .1 i , . . I " , , I I i I 1410A Y1414 WWW" "1,*UM - Reinforced SA, 8 '" I �� . tv , . - 11 l ''. I 1. . i I I � I //// I - - I � ,I I 1�1�ll I 1 �i i ill 0i I �, �:i . I / i . -_ ;:� z I� �! 1,ill r��I , ill i I' I I � � � -".,\ _____ t, I il i , li l l I 11 "I ir I . , 1 , ii, , t �Ilj I - T, �j i , it I I i � to WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH KEYSTONE SPECIFICATIONS AND / I I X � , rill, "1 1 I'f i !l,!j , I'l , I , I I ! ,�! �� , ! 1 1 1 � � :it /, - 1, z I I � �,l , F I I : Ij ! i � �, k � I � i 11 I i Keystone Compac 11 Units � I � . I I ca I I I I [i, 0� i I,, 1 it , I � ///, -1 - A&Z//Z � 124 Unit Drainage Fill (3/411 Z_ �_) -) III 0 1 1 1 1 iii; I li� . it I I It � 1 ! GOOD CONSTRUCTION PRACTICE, /// .. - ,, I . I I r I . I � 1, I I .. 1 : . I 4 FILE G"OPY 1, l 1 lii � �I I i i it .1 I 1�', , I : I 11 1, . . I Itl kli 1 : I i I p I I I I � C! I I _, I �, ri, ��t 1�I i� 11 it I o IT IS RECOMMENDED THAT THE E.O.R. AND/OR A REPRESENTATIVE OF CONTECH . . � ., -) �- I , , � � i�, 'I j :,�: � I � , , � I : I . , 11 I t I I , ,I V i I . � . I I , Crushed Rock or Stone) N i Pill i u-eiiit,,J. If I r " , I � T_ t ;� I � I 11 ,, Ill: I I I � - 2411 Unit Drainage Fill (3/4" . � -1 I - I - - ­-�­ - < < , , �� i I 1 � � i 1 I [ ''� i , : I i I :I J! ! � I I Grid Depth = 8.0' . X I 05 ­ I � 1"[1 1 ll,� "I I � , ; � , �j , I -1 I I I I I . . I . � . I , , � , . I �! I I CONSTRUCTION PRODUCTS, INC., BE PRESENT DURING THE FIRST DAY OF WALL i 1'� lljl� � � 1; [ '"' 1 1 � � - Crushed Rock or Stone) IM b i ! � �l�� I "'' , . I � � : I . . - -- ! i � ,it) I I i� .I I . . 4 ill ,It ;li 1 1 lli� r, ; 1[ t �, i:� I I i t I I I I CONSTRUCTION FOR OVERSIGHT OF CONSTRUCTION QUALITY AND METHODS. � .. 2 I Approximate . - 12" Concrete Collar 7 1 ( I I � I , �� , � I , I I � - ,� I i : it, , I i : � � , , i t 1 . .. . I � - I lt�I I � 1 : ! � I I I : : . C� F_ I Limits of �" '14 SEE DETAIL, SHEET S-3 - ill . I I jill � . 4, I i,t (�i� . . I 110 . -) n I � I t N I!, �i I i I I It I 1� �� :ll �, 1 ii 1� ,� I � I :� o E.O.R. IS NOT RESPONSIBLE FOR MEANS AND METHODS, PROCEDURES, TECHNIQUES OR . I . ill , z: I, ,� � : � l 1 , 1 t� � � I 1:, : I I . , I .1 I I , . I . . I l! : ,�� i � 1 : � I I I I � I � .1 I - - . I ii � ,;!! ,, I i I � I I i ! I . � : I 1 i � , i I 1 � I � I i SEQUENCES OF CONSTRUCTION, NOR FOR THE SAFETY ON THE JOB SITE, NOR SHALL THE ;� I 55 Excavation .; I - ;;; I I 1: !'I ,, I , I l i[t ��t l I T 9 . V-1-1/4" 1 . 0 i C� FOR ELEVATION ::> < I , I ; !�� I 1 4 1 .li � I I i i (Reinforced F_� lil I r . -�E` > - VIEW OF CONCRETE COLLAR U I I I I i '' i, t� I I I I I , I I ii � ; 1 , 11 i! i I I � I ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN CD a- It 2 1, I 1IL :I , : :i , 1: I : � 0) I I I i �i il� l.i , H I ,I: � [ I I ! : I � M I(O 11 I 1' I L� .'I jj , ["t� �,.j � ji j I 7 1, 1 I , l I .1 .. . 11 8" 0 ._j .1 Min. 1 O.O' Rip Rap Mat .1 � , r i,,,I'l, , ii ACCORDANCE WITH THE CONTRACT DOCUMENTS. 1 7 ,_� li 0 3: 1 1 1 1 I 'l ; �It i i"'I �il�, : l . 1! �1 � I - - � . I I I I i � 1, (O I , � H 11�,i I I I I t I i I Approximate ,. I I I -, I � I , I ''i 'I t I I I I I ., i --a ­ � Q0 ­ ill � ; 11 lli� ii lli �, ll,�, r ill I I � 1 . . - .M. . --p. I I N , � , 1 "' I I 1, , 1 '� ,� � . �. CL _____ C14 1 . � , ,� it j ,1 ,I 'i ; ,! �, l I Ii I ,� � . � I I I I � , 'I. I i I � 1 t .I � l- il, I i I ifil'' I . 1: I I -f I I . (D FE, - __ .. _ 1 36" PIPE INV=t (-)0,6' 1 1 ,� ill , , , i CL , i I OF CONSTRUCTION. I a . � BOT= :t 3.0' , T t . I l � I i � ji i,,1�,, � I'� 1:ll' '� �li I I l , I 1 Limits 0 I r ' 4) .I, , it � � I I � I I I ­ I I I I I" I , 1, ii, I , ,I: I I ,I l 1, ,,I � I I' ' � i, Ill , � I I � - iii 11 � I I I I I� Al �l " i , ,I, ,,�`�F 1, 'li, , 1, tn � , . . . . I U) I I , IIJ 11' 11 I � "I , ! ; I ji r � 11 � : o E.O.R. IS NOT RESPONSIBLE FOR CONSTRUCTION INSPECTION NOR FOR FINAL CERTIFICATION . . I I � Z,i" I li it �I ''I I �� I, ' I ,: :S 0 1 ­-, I, , I i t lii;: ; , z��:i� �-,�i I i� I 1 o THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL �10 I I See Civil Plans I, � i I I �l� , 'll ' ' , i , , I i I - I I � I Ill", I I i� , [11�i ,11"i,i I 't , 1, jii I, : 11 l I I : .1 Ic .1 I I I I � I I 1� i, Ill l� ! kl� h ��l I L , I 1, I BOT= :t il I q� " O . 1-1 11, Ili! I I I i I . . I It A i3 lu I� I I,� I, I I�r I I I [ . 1 i I I j, ,i il!l If! 1: I r !I , , t I . . I �', I i IlY ­ '�il I I INFORMATION PROVIDED TO BAKER KLEIN ENGINEERING, PL OR IF CHANGES ARE MADE FROM 1 I . I f I ,i I , ill i I � , I 11 � , :, i� I �. � (D GEOGRID: STRATAGRID 200 . I 11 1� I , , , A iO ,,t I i� tl��, I ORIGINAL DESIGN OR LAYOUT. 11 . .. I BY STRATA SYSTEMS .1 I �11 I " CA . I I � � � i�l"I ll��'lt�l �Ll I C! ,ll'il �, d,[ 1, !: I I �� , I I I I ::` , : i I . I f I . � 1`6 , I' L �, I I I - . I ;'( ­� j 1`1 , i,4, � : A� - I ,! i I . � . l'i i,I I , I I . fit :I I ; I , �11 � ,-, �� �l , , "I , ! 1:� 1 1 � t I � : : I I o LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY - . I . - M I It . -1 U�8 il 1� REVISION I I I t� �� ' ' jl� ii'' I - - �� ' : �! - I t ��i �ll i 1. , , 1 1 1 i i i - ; �� �1 I pi'l , r, ' '. �: _' � it" li 1, �il � i_fi�;e :� , 11 , j, �� t� 1, I , 1 ' ' . I 1-- �IN �M� I- 4�1j_&� = - I . 11 ** ­- 11 I t � i,I It" : I " 1 1 IT". �' - i, I ill i I EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE 1, I I I I I I I IF A4I. Plli_-�I I �zo E . I I'' 11.it lil il, ,i . 11 11 11 ,lill; , lj �I , , � � ! I I 11 7 11 1911 I 1. . �� ... -_ � I I , i I—& i' I - . I 1-1_11 - I , , . 11 d I I I Ir" IF;_ -___ - --- .� Ill 1i �t_��,',:'' ,, 't ,, i i� � , , i� I, I, I i� ii, , " I �� , I RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER, THE ENGINEER OF RECORD .r - 1��nL Q M E � 11r, I NO, DATE REVISED I! �ll '� Il t�i ,r,,,i- � i I , � I i � I i ,,, � - 1. � . !:�:: I I I, � 11 ; I I 4' ','' '� ' I I I - I -1 : , li %i ;.d n 0 ll I . ') i, 4'�jj l i, , I I i �"r 'I � �, ' I I : � -41 �� - 11`�E`I`_ I i . I,1, '[I'll ], :, i i� i I �11 . � I . � t 1 1 1 � I i, I ,I 11 I Foundation Soil - 1-12i 11 I I � I I I �, , I! I_ I � i"I � I'� ...lrli-� I I I I �i ;,! 'I t. i , I , I ': r i ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL, OR IF I . - "I f l!" a U I I I � " , � ; 11 I � � i ;11 Hrp�� It ,:�' ',Ytri' l,": � I f,� i I I I I � I , 11, , �,,,� I CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY `lliiill�Unreinforced Concrete or Crushed c9ow) " I W < I i � I 11 l '' I � I'' � 1 , ill I i , I: I - Scour Protection/Rip Rap Mat I I � I , i 11 �P, 11, I', I i ��,11 11�2 I ; I I I I � 11, I - . , I i !�, �, I �, I, "t � I 1 " � 0 1 , i : , , � I I " _l ,I i .11, I , I as Required By Civil Plans I i � i 4� 1 , , , , 11 , I l , PROPERTY LINES OR EASEMENTS. Geotextile Filter Fabric- La Min. 12" 1 1 I,�Ill:i, ` � i.i __- I , i "' 't'' i 'l'..;I 1,��, -I�. I i �, I � ,I I t'� ' ' , 11 '': �� ,, I ,, � �, � �:' , I� I I I I 1 1 i " ," "i l, � ,I I " "��, : , , � �,1, I I I , 1 1 1 Ill Cn <� I ( 1 � i I 11 , , � it�"�y �, to IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE DONE Back Between Each Grid Layer Geotextile Filter Fabric And Keyed 94 $ it, i I , I " i it I - , qi I� ''I ,� I 1, i � Min. 12" Stone Leveling Pad Wrapped in (�� OU . i i �� ,1 11, 1, l I I V I i, I � I �1� ,�, I ! ,,,, i�I , ": -� UJI I � I 4 � , l � � it ,; , I : , l I I �,Ill .l , , i I I i ,:� I I � I I , � , : , 1 i, 11,� 1,i 11 i Geotextile Filter Fabric- Lap Min. 12" IS Unreinforced Concrete or Crushed 9 I I I , I 11 � I I ") � , I - I ! I , 1, !��, ,:'j,ij� 'lil,,it� i.I , , , I c, "I ''I, I I BY THE SITE CIVIL ENGINEER OR SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED C And Along Reinf. Soil Layer/ P9 I I 1 7 1 i, �i� �, , ':', I I ,�, , I i . ,) I , I I ,' " li, ,� I I :1 ti 1, �, '' '", I, , I I I 11�il, : I 1, Under First Block Back Between Each Grid Layer Stone Leveling Pad Wrapped in � � �,�� � l'' , , I 1 �� � g, - I �l I . r I I '�p I � � - 11 i�,,�,�, _"i , I, 11", 'j,'!, ,r I I 11 'It l ,�,e SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THE ENGINEER OF RECORD. Gravel Backfill Interface, As Shown R ;W.� I .i � I I I 1� ,i I ,I I� 1 i ' 'i " , � ill. , i " � I . I I �', � il ,�, ,",�', , ,I I Geotextile Filter Fabric And Keyed I I I . 1 4 � � �,��, �I�,.��:�l,),, ,;' i I I i I , I , _�r : , r t ,7 � , , :, ! �, � , I And Along Reinf, Soil Layer/ I - � 1; ,�:i' , ���'i ' '�I , �, , , I ,� , I SEE PIPE OUTLET DETAIL,SHEET S-3 FOR (D Ill .. - � I I 'I ­ "'' -'_�_ 4 � I 11 . !(, I' - ,' ,, ,�,��:,�,l ", : � I - , SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN "i I � -" , -. ;,.�_­4t�':� . I , , - � - � ,-i , I , , � .". 1 a.4 �­',,11 ., ,��,� " -14, 11 I ,.�� !;��' I : 4 ��,,,r �I'� I , I I i - � � I I ��i"' "� �1, `� . I , , 'I i-,- , MITERED END SECTION OUTFALL PIPE Under First Block .-Im".000"..0momplo� I . � , I-. 11 , ,, t:, �: :i,l �, I . , - . '' I ,�� �;� . Gravel Backfill Interface, As Shown ; - � I I I I _4� -, I , ' ': I I I I � - � it , `1� ,�,, :� . _ I I � ii� , , , , : � I I ,,t',,t,�,,t,,. Reinforced Wall Section I I ,,� I I 'I, � ,,,,, � ;� I� �,�,t-,­��,�', �,t� I ,��' il . , , , I � BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS, FAILURE TO TAKE INTO ACCOUNT Typical 5 1 , !,,�­�', ii ,�� ,�11�',- ­�', 1 �4 � , ,",,P,,,� 4 , , � � , T Max. , ,��llllll '�_i_ I I I . i I ;�_ l' - I ­ 1�... �� 11 , "' ' I I � :, , "'' , 1� , , I , I ll� I , W � I 1� . :� - I!", � I '.,��,.�, , , I ,; "J",- , � , WALL BATTER FOR SEGMENTAL RETAINING WALL SURVEYING WILL PRODUCE INCORRECT . I . !,-,��, �T"��� i, K,�',,�� -� �i�� �� :i'�: , , � t� � I , I � I �, r ' -_';�,�'�,, I ,: � I PENETRATIONS, IF APPLICABLE W , ,�i, � t I tt,t i "!% . ",I V,.� r ;, 1 . 1, , �� !� t, � ,, ! !I _, I , ,, ,�, ,P,, -, ' 'r Ij " ii 't , ,� , .� � I �;�l I i i �x I . .. .1 '­;t­�, ' 'I I � I , 1� I 1, I I 1 '' I 1, �I� ��J:: rj�.,� ,I �; 'l; ' " 'till "I ,'t l',� (" I I il 'i' ', I I � � i I I �� Wall Section 5A 6 11 � ��!� , I I ., :1.1 " �, 1 ' ' , r�, 1 , L I � , , I It ", , it i r. ,�, � f ,�r, � 'l I i , '' : F ,i � I I ; r, � '. I � : i 1 , I t I t LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE ENGINEER I � I I � . ���r� " ,j, '�­"�,� i , � , I _,1 im!q����������� f3w f86 I �� , �,"�.;)­!,�­ l , ,' � ,,`,,""l�,,,,_, I'll I r�'(1, ;1 I 1 ," I i I ,� I :,� : . I ;�_ � I-1,r, il .. I , ��,, ,i�_,��I,,"�I 1 �, � I I � :, I �i � !14 i ,I � .�-, OF RECORD. Wall Section 5B 1, ,,, - . � I il , , * I � i�I i� � � I � I I I 11 I , � , � � LO �' '';".`�- . I i __ i �t -- F ­ � : if I t i . ii t i i e t � ,� 11 - , � I 0 , 'r, , / , I� � I .4 ,4`7_��., , � I � l � i 'I il I ! I I I I if, I I I I I 11 I i �1� � I - i� I I' I I, � I i � , I �i I � i : 1� , � I , f, 'it�".���,,� I , , i 1, i, ��',��_,. �,:, 14�, 1 I , I " 4 , " ,: I I � I � I , � 1, , :�� �j l � South End of Property, South of Access Road, Each Side of Pipe Outfall - East Side of Sherman's Creek (± 230 LF) - I =i I I '­ :r ,, _', -1 1 � It � 11 . i ! , ll - I I � I . I I'll , �",:­ " , � t'�,�,i � , I ,� � � 9 . pl,'�, , ,"r' ,1-1, , I,' , � , � �,,,i,_;'%`;�'_'-,:l,��:�� ��_� � , � , ,'�' " . I I , _�� - I I �, ,'�,�il, ;�'��, ._I'il� , r�'.,;�,l'j,'r­, �:,��i� I " 11 I I � ;_ I : ��'; 11 , , . I : , �� I , . I I til. . , 0 : � , i - , `,� , - I i . I ,.Ii�,t 1.� r'r 1 , , , '' "4 `­ : '� 11 - 11 I � / Compac Unit- 1-1/4" Setback South End of Property, South of Access Road, At Pipe Outfall - East Side of Sherman's Creek (± 35 1 ,.- I . ,� �11 ­­­ �, i� I it I 'l,"it, , . - li�;" '' , ' ' - , i" . . 'i ,:4�­ , ".";�, I 'll I � , 11 : � � 11 I ,��,I ,� , l, �� � ';�,..r'':�,,,.�', �I I I I - � ' '� 1, � i ,i� 1 "' '.. ,, , � ,�l�_ �;i�! ?,,� �, � ': , i,i � 1 ,-1-il? - - � I"'i, "ilt'i I 1--, 1,111i , I SAW f , ",, 11� I ,,,, ,,� �k r 11 , '' , � :� r, j �,�'ll�,,,,,,,,�l',�,,��i�,�����i�,:",,� � . ''I ,it 1 4 111 . � � I I*'' � I , � - I I � Compac Unit- 1-1/4"Setback . 1 , '', ,� ir, I ill­ I .1� - I . , , I , , I , I_�� � � 1 1-7 " ji,i , ,Ii i �,11 ­­ it li'� ,_ ­ ,, ,, i_ , ., , , , I" , � . I I 11 ' ' ,�, - ! I . , 1 ,,,��4,,,:�,�,��,]"!,'�,�,�,-i,,��,�,,�ll,� , ,,, -, , , i � , Ii I � �I , �-� ­­ . � I , � �� '';t�' ,t� � i 1, �,�i��,it,i,i,�,f, -� �',�,� - "i l, ."� � I I i ,� ", ,��. - - " I I li ,I , , � I - �� � � � 11 � I I :-,V�,�­­�" -1 , �_ i I , , , ��:ti,��:'_;", , -1 - I ­ 1� I - I , , _;�;! �,,I,","l,, ,::� '�i, C' , , I , , , I, I , I "Tili, , �,'i�,,,i�l ,I L; � .�Ii�, i r , �,�� " ��� �:,,,,,,�;`,,� i ��,I 1,�, ,, . I to I i , I, I � __ ,�_5_ � _41: . i. , l . -� : i, I , i�i­l , i)l,,j, , I , 11 1, I I � I � I � , �� ,�, l, I ,A, � t , � , :. I : - " . ," �,,,,r . �I :� ,�� i I I, �,I,. 1:', , , ,, I 1 " I � I I , � 11 i,,,�Nl,I,. , : � ;: , , 1�� I - , 1` � ,i I.'It 4 1 � I I i .� � . , � � , c E��-,,I��,� 1, r, 1 1; - 'I 1 I,r�,,,1­W_t "'' 'jit �j�[if-.�­ ,:4� j �;:_�, ' , - I ,I '�, ,� ,- ,��,� ,:i, - I I 11 I'll -1- - 1--,, ­ I- . I I I I I . 11 I :� ,, 1 l ,; I . -- � - I �...... _ ll,ii,r "," , , � 1, - , 1 I I I � I _ _ , �W,�7�,4i_�,,'�:��,,,,�,:,�,�:,-,�,- � , , -��,-,,�,-ll �-�l�, , � - , , L-1. l I "� -,,I I I I I t��� I I ,,, , , I� , _,,� ­; . ; � " ,11- . I , I � i if! :idl ::, ,, I � I JI,, , I 1� � _, _ " I �11�. I � � _,"i t , ,,��: i, I � �_,:� -_, "I�t­ -1_'_1- ­­ I - _111-�tl .-- r � . _____ jl� 1!i 'til,t i Ill _ _ A;�.� , , . I . , �� , � , , I "I I _i�, j�l� � t"I - - - --- - "t � 41,1111i � :;,;" �' ,� �,� i �, ��lj r � , �,i,'� i �:� �.1 1� : � � , " : i , � , , � I -,li, t I � �A-i , , , �, �, , ,�- �_____ -- �_ ____ �_j�� ll 1 - - j �L - -1 - � - - --- ___ ___-- a ' wr4 hr W , f I, IFy j' , ' :: . 1 i',f, �' I ,I SEE DETAIL, SHEET S-3 FOR " SEE DETAIL, SHEET 5-3 FOR Z F- SEE DETAIL, SHEET S-3 FOR C0 a ui FENCEANCHORAGE z w °' ,. ,tJ Pe meable Soil " `` z o FENCE ANCI"fORAGE FENCE ANCHORAGE 8 Min Low i 8 Min Low 8 Mln Low ' ', �� Permeable Soil Permeable Soil r _ `� z 0) z q Jif I r F. , Q' 0' � < cn W (n Q F TO 7.0 TOW- 7.0 TOW-8.00' i 5 ' , 4. , ". ` / Ke stone Com ac II Units / / / / / / -F _ �' 4 z V 1 I / / / Y P / / - z 4 � • Ke stone Cam ac 11 Units Y ;r, i, 11, , s Y p ¢ 1- Re ined S - c I „�. to AI - o r_ II I t, I I ,, I s I : U , ,, r _ Ke sto e Com ,, r _ 1 1-1/4 y n pac I Units T - 1 , 4 Grid D th = 7.0 I, . •: , e c Grtd 4e th 8.5 J I I , {; : L p m p Grid De th 8,5 - ! I, „,.I 2 E .1tl. r)'I'� `I1'I r ,' I I f _ p _ .1. 8„ @ c n . r ,, 4 1 j , " ' :.,.. t ,, w, 1w:1' 1 a..,. ,.... . 1, , _..,,.rl._ !. ii 11 " - J Unit Drain FIII 4 I ,,� I., � I,, , L, I , � ,, �• �,' 24 age (3/ ,_ � _ .,_.,_ , ,.�"; .,:, � g. , ,4 1 � I ,, II � , I I �, .: , 24 Unit Dralna a FIII 3/4 � ,1.•`6 �,, I ,; a _ 1 .�/� Reinforced Soil g I „_. I : ,, ,,, A roximate € : _ v ._ , w L, { I ,. , pp 1I Crushed Rock or Stone --,— —�- x T , a,, s ), „ = Crushed Rock or Stone ) _ ,, ,_ ' r• , I , 4- ) tO 0, 1 n „ (G C� E , i Limits of _ a 24 Unit Dr a II _ J �. ,x _ I 1 , I :I, , , , ,,L _ Retained Soil o co am a Fi 3/4 . i e r I f _ g ( 2� CL o 1 W ,. a I` , Q1 O _ i l , , w �. BOT ± 3.0 . , Reinforced Soil _ o e�. €. ,,1 , , ,1, p Excavation J ,: ., ,rI ,,i Q Relnforced Soll � 1 1 1/a � oo Retained Soll o Crushed Rock or Stone) � _ �- •a,z {, - �;�_ ` 4.. ,,,I ,I a> n .1.7,a d, ,., ., t. r, I;;,I ,... 1 Itr NI },. .(.., ,. , 1 ,.I . ,( ;!; , , i I n 1l4 F 1 .49 1 1 tg,. .,I,;. i! r, .,.. , .'., t r .:I.. ,. : u', t ,.I, , :,,. .- i,.;, � -U' _ .7 w ..,,..+w' I ni.,I, „t< s it 8 M 1 '1- ; „ — ,, d I i,, , �t1 •1. ...,. I I g — Z . ,o-', P. f y. It I V �—+.,....�•.' (J ..•=1 „ - y NWL ± 1.4 �. t N r� . 9�a k, A roximate I o w ,a „ „ r F, _ _ C O - W - Limits of -v A roximate I z A' I .I, I I I -f' T. , t c� ,a I ._ _ _ �Ti�� T«T��- rrrrrr - + C] _ I., ,::,, , ' ' , I I , ,. -I 1 0 0 NW ± 1 z z '� � . T pp L I,,II:,`I,.r I i t 'i, �I— I I 9 Excavation C7 Limits of 'd w w , i , _T J1rrr �r. 1 _- , . I, ., , I , . F Excavation c� , z ,� ,, ,• �, ,,, � I . , , :,: I1 I oundation Soil BOT ± 1. o 0 0 # } r , ,e.l �vl,v+ ,I I, �.. r ,1111 i.t; i 1,i 11,. , 1 1 t 11J , adu , -r:: � ;>'. !; ., . :.;, _ ar�llr .:;i ,:, ,.i. '};1 lit �' r,1,.. :;, .,., .,Ii I I: I f I,: k `i ,,,... 1.: , .I:.I s IIII I r. .. .� Unreinforced Concrete ar Crushed d 1i' , , � � i6 „ o I I .h .. �, _ _ _ _ z z ,I �, Geotextlle Filter Fabric Lap Min. 12 tone Levelin Pad ra �1- i~ 1. i 1 , I , :, s s g w peed m - _ J - -- = - w I,!. I? Back Between Each Grid Layer - --► I I `llr _. _ I- � N : .' I I ,, s [ Geotextlle Filter Fabric And Ke ed - _ I'/T �- _ �. T o Y _ ' i L 4 I N, I: I Y I :, 11, J_ _- -- tit I And Alon Reinf. Soif La er/ - I- I ILT E =� - T z Q f ,i ,I : . ,L .' f ;: u 9 Y Under First Block I�r �I �I I€ I, •i II; .t, ' 1 I ,'. I � ,i I ! I 'I III ,I , I. 1 i8 ua-i€ 1 li I`,' GEOGRID; STRATAGRID 200 Gravel Backfill Interface, As Shown Foundation Soif _. �[ I IIm lir ;- Iz � 0 -1 N I ' <<..: ' ? 11 ,{I ° Qo < 1 I I I 1i Unreinforced Concrete or Crushed Foundation Soil o I. 1 I BY STRATA SYSTEMS r� 1 ]•'! t ;I I i , t,�s , L,. I i t I 1 ,.. ,�;.. I ,1 i I.,t ° C� Ln 11 ,I 1 �, �� Geotexti a Filter r I l 11, I I Fabric- Lap Min. 12 z i I, ,� I ? , , I ,;. 11 Stone Leveling Pad Wrapped in Unreinforced Concrete or Crushed w z u QU p � _ � - 1 ,, I . , ISI Id,l I ;�I I I I ;' €I ; , 1 . , ! i l; I ' 1i „, Back Between Each Grid La yer Geotextite Filter Fabric- La Min. 1 CD FIII. II,1: ,' , I I Y Geotextite Filter Fabric And Ke ed p 2 Stone Levelin Pad Wra ed in i- � z o 1-- N �,, Y 9 pp N d ! r 1 ( ' q I I SEE PIPE OUTLET DETAIL,SHEET S-3 FOR o, ld '- 1 I I' ` ' ''I` And Alon Reinf, Soil La er/ Back B etwe Each G rid L O W LO ` i X11 ;��1 I ,�,.I _, I i , ' GEaGRID: STRATAGRID 2clo g Y Under First Block B en G i ayer Geote Fil a rr (J z N IIS III I I I ! I, ;;III iI II I I I'1 'I' 'I 1 MITERED END SECTION OUTFALL PIPE I xtile ter F brie And Keyed w L,J N 1.1 II ! ,'1 �,I I ` I , I, BY STRATA SYSTEMS Gravel Backfill interface, As Shown And Alon Reinf. Soil La er/ > 1--- 'I , 11` Il,I .'III I.i ' fi1, ! ii lLl II 11' °1, I 1, ''! PENETRATIONS, IF APPLICABLE Q i I h ,,. 'i, w Iw- Lit I �, ,d �, ,} I,;'I�I .IhI' IIS° I' 11' "';� Gravel Backfill Ignterface As Shown Under First B k Q N J cU loc •.II . l ,,/; ,,, , , ,y Typical 4.0 Max. Exposed Relnforced Wall Section SEE P PE o E < Z (y �' L- Ln i i , IN I1,,.1,., ”, �$ � �' ;�, ; :I`' ' II ��� I I „d, I UTLET DETAIL,SHEET S-3 FOR GEOGRID: STRATAGRID 200 � n� 2 C�? , �I � i (��/ II III ' "I:,n .Y I I.;",II 7 1 :,f .1. I, . , •YI '.I ,..1.. o r G I MITERED END SECTI N OU rFALL PIP z Z € Ir,;1 1 L.I O E BY STRATA SYSTEMS '- f— Ild, II 1 , # I L „ I Wall Section 6 Typical 6.0 Max. Ex osed Reinforced Wall Section T ical 7. CD o i,: 1 9 , I I I 1 PENETRATIONS, IF APPLICABLE p Max. Exposed Relnforced Wall Section w z I n dk. ,t:1 1 ,r"YI '$ 'C ,�' i 'I I 1, 1,, i' 't,I I r t - j, w i ( ;, Cn Q i ,I d ,I ; I n- Z ._...I d I — . I Be in South W st Corner W st Si e of h L, , I -g e e d S erman s Creek U land 50 LF Wall Section 7 � 1 p ) Wall Sec i n L� 9 to 8 i , ,�I I 1 f J o I � , LI SE IPE O T T D L - d- p 1 d I;r,�I E P ULE ETAi ,SHEETS 3 FOR o .II'L.. , I , :�.: I..I 1- , II, I 1 t i - - 1 1, I Com ac Unit 1 1/4 Setback M ,t I', I I i p W MITERED END SECTION OUTF LL PI - Q I r I , I est Side of Sherman s Creek A PE West Side of Sherman s Creek North and South o Bride z < I;' 1, r ,,1 i �, i I PENETRATION AP 2 w w I ° II h I II I I, n S, lF PLICABLE I, I ; I I }�I I ,, j II Compac Unit- 1-1/4 Setback Compac Unit- 1-1/4 Setback �2 �D L, Q W • I; Ip ISI I .I _ z � _ III 6 I1 I �; . I } I' SEE DETAIL, SHEET 3 FOR �z z- W ro 0 I i L �, I I I� z ' SEE RETAIL, SHEET 3 FOR o r ~ H- = L� I I'= 1 �� ' i ? I,II, d I u • FENCE ANCHORAGE W �C FENCE ANCHORAGE <C -� s (It F. �II'll �� I j,' j 'll , ��, I I I ;1 31 I:I $" Mln. LOW - - , III I (( �, n,� i ill' hI1 �I, p 111 j 1 "III, " II;� 'I I,,� � li Ii Permeable Soil Q r�Ii j II �( , : ,1 5 9I I I f.1 `,I I I 1 I I , I TOW= 6.00 iZl 1-= 1 I, I I I 1j '1 � III I I 1 11 i„ l I In it a/ I1 I , a 1'� i i'I, y 1 I i , €.I I'I F4. 1 A I 1 I i 1 li 1 1 11`; fl :( I II, I 11 I , ,. i r II l i I-'','I / Key stone Com ac II Units 8" Min, Low W y , , - Place Additional Pieces of Geo rid ; 11 1, II 61r'.�I� i i` ' r la° 7'.I! " 14 , �I 1 . •, Y p ('� FI j 9' d , , I "I I ,I �I , ' Grid De th = 7.5 Permeable Soil I ' ' ' ' I " Keystone Compac If Units When Angle Exceeds 20° �4 , , p rltl id,IkyI,Ilrl" IdI , t I V h 11',11111' I'' I, ; ' } � ,11" , 91 1"•1.1/4n , a TOW =4,50 ` �.r' r., ,.I , ,-1!; Il I`I w1 ; 1111 Retained Soil . ,� , 1 1 I i 1 I , 3 11 M ,I , 1 , pI I II r i s .. T I , I 1 $n -; 3 cif Soil FIII Is Re ulre Between 1 �� ' d�!, I I I I , � / q d IIII , I i II ;,,Ii� 1 / F I ';Id I pl p 1,;1 , ll, ;,t1 L,,,I If' I, I _ �. / o £� t1>I II : I ,t J n „ I ,1 u.,:yl I , 1,::: , L,.,::l ,,,, ,, , _.,�,. „ :... I , -.i, I I- -, I I.:.L: - � 4) 5 , . Overlap m G r1 . .,~ ,, i 24 Unit Dralna e FIII 3/4 Retained Soit „ pp e0 d for Pro er p , i.l 4 ,111111 1 g ( g g p ,,,. Reinf reed Soil U It Dr _ l #, o t 4 n Gina a FIII 3/4 �` �, Reinforced Soil 2 g ( c rlr � ,r. I I h r ' C u hed R ck or ne I- ,� �., s o o Anc or ,.., ,., ;. •; n ) h A St (TYp") 1,,,1�1/a° s _ ale 3.. ,Id, ;. , �. I Cru hed Rock or Stone _ = ) r ;t.: ;.. • , . , i roximate I ; I: .. , >, App L. _. , _ ate I . - o a = 4 Approxim Grid De"th 6,5 1 N 1 en ;�, ., 0 ,:., p . � �. ,,. Limits of - r, �: 6., Llmlts of - Additional Dralna e Fill o 9 . . # ,, •. , ., Excavation -- - NWL= 4 BOT ± 1.0 _� 1 - Excavation — ;. Ext d W , K � I ' – '� � en al Hel ht / 2 t 9 I I ,rr 'i , r II BOT t1.0 I < 1 it _ , k a I :I , .. ,II , I � I I .4 Grid De th 5.5 Dralna a FII - p g 4 ilr I • I, I I I I , - i t �i 1 _ _ m -1i1 1 t .III 6 4 i , :..I. I. 'T - - I - -- I-- I- 1= U — — — I I - - - - ..... rrrmrrr -rrr _ f= I r - I _ . I , I I I I I I _ - r .. -.s I f �I P ;f I I„� 1 - 1 II �' I I Iw Foundation SOIL rrr �ll" 1 , m — Mie..„�. i' � I � l Foundation Soil ,. 1. ,, I Unreinforced Concrete or Crushed Unreinforced Concrete or Crushed Geotextlle Filter Fabric- La Min. 12” p r 11 n v lin Pad a e St0 e Lee W d in otext'le Filter abric- La i Ge i F M n, 12 II I g pp p Stony Leveling Pad Wrapped In : j ` I Back Between Each Grid ayer Geotextite Filter Fabri„And Keyed Back Between Each Grid Layer ` Geote the Filter Fabric An Ke ed �- W I f d i I ,� ,III 1 �II 1 I And Along Reinf, Soil Layer/ Under First Block_: Y And Alon Reinf. Soil La er/ 1�i.` I I �� j Gravel Backfill Interface, As Shown g Y Under�First Block H / 2 ,,, � , I I E '`I� I s�a '� ' I I I ” , II Gravel Backfill Interface, As Shown I-�- _ 1 Q tI, € „i, 1�l I!I Iro„i: I : ' ! I � , I G � Note. .� o k I I °i1"II , 1 .}_I I' , I I I III 0 .` 1, I I 'll'' I. �1' 1�1 'L i1 i I I; ;p GEOGRID: STRATAGRID 200 GEOGRID; STRATAGRID 200 Check With manufaCtUrer S eClflcationS Q v..II, I 'i 'C rl �I !J I > , w I , ! ,i ;. I ,��, �.�, , t, , I t, a p BY STRATA SYSTEMS p ` , X11 I 1j II ,� II ;. I I , BY STRATA SYSTEMS on correct direction of orientation for 0 Q ` J it Ii I ' f, ' ' 1 1 p geogrid to obtain proper strength. 0 LL i ,jI fa I , €, 11 ' i1 l I I ! �,'I SEE PIPE OUTLET DETAIL, SHEET S-3 FOR T ilial 5.� Max. Ex used Relnforced Wall Section ' II III I $ ,,:, I yp p SEE PIPE OUTLET DETAIL,SHEET S-3 FOR T ical 3.5 Max. Ex osed Reinforced Wall Section -- I-- i, :I '' , 1r MITERED END SECTION OUTFALL PIPE yp p H / 2 I, - ;I I �': MITERED END SECTION OUTFALL PiPE .I I if i, I 1 II. `,I 6 f P L BLE Wall Section 9 I .y IIyy i PENETRATIONS, IF A P ICA I , a'", P, 1 L' i„r PENETRATIONS, IF APPLICABLE Wall Section 9 ' q` I U U O '�' �° North Section of Wall - West Side of Sherman's Creek I, Geogrid IrlSta!latlon on Curves _z I I. 1 I, North Section of Wall West Side of Sherman s Creek c, C .I ! !' 1` �'I� Ili I I` I�' i'I LI I I Com ac Uni - 1-1/4" Setback 11 �L I , Ir 111 � p t Compac Unit- 1-1/4 Setback Q W � , t „ # t I j 1— Q IZ1 Q I r I IL } ` ,¢" I II, Cap Unit \ > U l I � Base Leveling Pad Notes: Compac unit I' ; 11 1. The leveling pad is to be „ �'�� Width: 18” C.) --I Q l ,.,I 'I u. Ir r W (' II . id h: 1 „ W t 8 I I i I constructed of crushed stone :' �,' Depth: 10 1/2 ' E Depth: 12" :^'' , �" ei ht: H 4 g Q si_ in ed , 0 re f rc or 2,0 O p un o Height, 8 'i „ Z I Wih . I 3 e t' S0 bs Sail I I Is __1 r o FI Re 1 f wired Between I� „ g q a I I concrete Wei ht: .-I: ' _1 f ! g H /4 O f__ J a 'W t I,. Oei v a i G , „a i r n o rid or Pr r 1 I l REF AND DESIGN SP CIFI AT pp e f oe •.' `,�' ER TO GENERAL NOTES E C IONS ON SHEET S-1 � g p I i ( :,• 0 Q r. r.. ': Addi n I :•; 'o a o , i ; tl e rid Ov I G er a , `a � i( I I Unit Face g p ( { I 'r' •: I I i' A ora T i. , i � 2. h ase own tion is to be .�,' rich e I I— d ,I .r Yp"/ I f' 1 I #� Ii �•�•, f f1 1'Y'' V I Ex ',•� to W rid a I Hei 4 I 1 1. ,, I h t / I �� 6r ( E fi , I I g I t e o echni i roved h sit e t ca Q i. i I { a b e �,� r-- � pp Y g 1 I L `,�'' •,: :, I 'I �, 1 ,f i I I , I I Ii ';•, 1' i i I: f : rr i ;• A 'tiona Dr o ':� dl I ain e i r ri r to lace crit f he a Fi I I � ,I I I` ,I �,` ti `, I en nee o m t ',' d , F I I •1, i 1 I I. I I I „ �:, .ti• 1 1 I I 1' I lw a I �- i i` f ri' . 'r•i' 9 it � I i I O ,r a velin ad I , ` it 1 I , , I I: le . .. d .L _ � p ,.,, : ', ,.; ,•. :;•:•.',r•••� �' ;' .. Ext .rid W I g e a I Hei ht / 2 g •p r I tt i I I „ . , �5 t `� E I -1, '♦ i �; i I r I. f :, t' 1 t I ." I I ! I ,•1;' I` I'' I I i ''s' 'rt+ �. II r•• "•i 1 i r r. r I W I $ I ti I i 'I �! r I ! I { v Q 1, I :9 t= Sr v', C x y I 1 r . I a N J , I I , v Q pf4t l .'r` .H 7 N R7 00 II r•• •t q , I I I I , 1 .I; Excavation . �I '• WALL CONTRACT R SHAL PROVIDE THESE PLANS TO CII NG H / 4 ,C e I i 1 1 ' O L V L E INEER AND LANDSCAPE 4 i5 Q Q }.• ., :: , ., A H TEC R L ATIO PR R T I ` ;,I, 'I 6, , I,' Limits :, . , . ,, .: , ,, % , , , RCI T FO APPROVAL OF E EV NS 10 O CONSTRUCTION. ELEVATIONS AND i 1 °° i _ ,; ""� ,. •.:' DIMENSIONS SHOWN ON THESE PLANS MAY HAVE BEEN REVISED. E,O.R.ASSUMES NO - II; I , . +N' ;;' RESPONSIBILITY FOR ELEVATIONS AND/OR DIMENSIONS SHOWN ON THESE PLANS. REFER ,", I I I: , ' (: w ti' ' TO CIVIL PL NS B AYL R WHITE INC. FOR MOST CURRENT E - , , 1 I . I. ,; , I , ,, y A Y T O & GRAD SAND PROPOSED Drainage FIII I I. 1 I I. I,, ', ,I-, �il, ;,,. I 1 ELEVATIONS AND ADVISE E.O.R. IF"ELEVATIONS DIFFER, ., �I ,1 - '• , 6 Crushed Rock or '::' y "l i illi I1 1 I FOR TRANSITIONAL WALL HEIGHTS, OTHER THAN THOSE SHOWN,MINIMUM BLOCK Note. %'I i ,I, .1 �I.I •,:: , I;; I 'I I I. II ' ` I ;, , Unreinforced Concrete o Iii. I EMBEDMENT SHALL BE EXPOSED WALL HEIGHT ELEVATION(h)(ftj+10/o( (ft)AND NO -� U I I Leveling Pad LESS THAN 1.50 FEET. GEOGRID REINFORCEMENT SPACING WITHIN TRANSITIONAL 1. Check with manufacturer specifications I I I 1 t I I AREAS SHALL NOT EXCEED 2.00 FEET AND SHALL NOT BE LESS THAN THE GREAT ST O j I 1; E H / 2 on correct direction of orientation for _J _ J i ,I i; I ' , I I LENGTH SPECIFIED WITHIN THE ADJACENT LAYER OF THE TRANSITIONAL WALLS. ;1 Com ac Unit/Base Pad Isometric Section View . 11 I p p r geogrid to obtain proper strength. fel Q , , , - Di sions Weig May Vary by Regio 1 ,I men & ht n I 1 r �. j- (� .. I - I i P j i i i 2. Corner units recommended for outside 1-i-1 I corners. Availability May Vary, W 0 a , 1 I I, II II 1 ! 111 I 'I H / 2 1-- , f, I i',� I � � I7 I � ' al,3 E; I II j•, . i I I Geo rid Installation at Corners —� - II � ' I II ' r ,Ili ,y 1 1 1 I. s ,' 14 ', �� �. v' `1 t•� .�• ,r A',': W - I EE -1I r ,y' 1 I ,fit` I! j Y. T 'I € .� �:, :j 1 i ;N .' '•.• 'a'� i �A'� e _ I, �•i .. I 'Y j I Cap Unit Elevation Cap Unit Elevation 1 „ , I I ,, W I or 4 C U 4 its 't Ca n a n F I I 2 U i I , I I v O p I p 'I" II I I 6 � a i �I I I , , N ote: I om Elevat o 1, .� C ac n ,,I "I L I 'I - p 1 8 Ca Unit `✓� 4 ( } p 1 t, , I• cn @ I `i I 1 8 K stone i , 1 Y 11 4 w. ;I ;II , s c / e ng OnStrUCted Of ,1 �' I II III 1 I• I I '� I •� a� 1 The lev li pad is to be c • I I +I =:�'' +I z Unit tr' 'A•` •,t 11 1 I. ;:`� c�ushed stone or 2000 psi ± unreinforced 1 8 �I CV I , CV �I I I., f , c ncre k I I �t o tell Y S'' f l L• / / I: ,I L� I I &• : it I' I , EVI � I I q O a v I I n , , l r r � � , , , , L, I ^. I, , ;.,. I r ;, :illi '•,;, .• .,• , , • illi r• ., ,illi., .;' I r- , e- C/ c r j �% �i �� I >.w', ', .., ,. , y / i/ / 1/2 x 5 1/4 I. , /"I, / �/ i / �/ W : .,, .. .., .' : illi �� ` I u ,. IL illi y: . r • • / 6 Fiber lass Pins N0. DATE REVISED I I y y / // // / g , ,1 11 �, Rear In P tion i" I r r s !� P OSI // E / / ' + it r' 18 18 , . i � / � / :,I. i / ✓ • 1l .. 1 / , l ✓• / // i // /,/ / �/ //,/ Front Face I /, 1-1/4 Setback - - _ I 1 �� _ _ j t� >' / L �" / / / , y n / i //f // I , II Cap Unit Plan Cad Unit Plan 18 I I �i I I – – I i Geo rid is to b Place n Level I, „ g e do 8 or 16 — 6 Cr shed Rock r — — C ac Ian u 0 I om P , , Backfill and Extended Over the p Note: i - _ _� - _ - g p Fiber lass Plns. Place Next Unit, p ,� - ! I Universal Stral ht S lit g 1, Secure all cap units with Keystone Unreinforced Concrete Ste t "I ,'I r Levelin Pad Pull Grid Tau ht and Backfill 9 i I , II I� , g I II _ 1 _. , Ca Un t O ton Ca Unit O tion � „ , I I I iI I p Compac Unit Kapseal or equal W + 12 Stake as re wired. c I ` I,{,I Ih i I I I III,;L I ' ` ' :,, afE q Elevation � , ; .I I ,"{ Dimensions & Availability Dimensions &Availability f I , Dimensions May Vary C Levelin P D �3 � � 1 , f 11 , L i , ' , 1 ', Will Vary by Region Will Vary by Region li Grid & Pln Connection by Region ad etall SeGtlOn C�iN11 n p �+ A CWAW n l' I Tong of W a l l Ste p si 4444 W 78th S#teat � 1 ,q' I 1 t I I , w } Ij i , 1 ^ i I 44 Minneapells MN 05435 I, I. I 95 ^ I i ��;, i � r , i I, 2,$97-1040 � [ I ,I I I I , 1 I € It1 l 1 I I I I o I I N I 1 I I ( I iI ,I 1 1,1 ! IP I i w. . 1 1 j ,o I y - . i I + r , s. illi I II,1r I I,7} i d"' '`i ( u I' 6 I�'11 - - - ,_, t ,I , ;., ..,.., . .,. ,illi,, .. ,:- I , E°'M^Y Wm I,r1 ,�I ' ,.^^I i ibf I,, .a ,d.,mr ,," all +j Ih . w �I ,, P ICA IONS: � M ut I j DE IGN S ECIF T o j _LL HEIGHT(H) IS THE TOTAL HEIGHT FROM TOP OF WALL TO TOP OF FOOTING. z z °" 4 I oTHL SE WALLS ARE DESIGNED TO CARRY A SURCHARGE LOAD OF NO MORE THAN 50 PSF. ANY I " t, ' , �" - SUfPCHARGE IN EXCESS OF THE DESIGN LOAD IS NOT PERMITTED, Note: N o o , , �';t I' 4, q, ,,:i a A F EPORT OF GEOTECHNICAL SOILS INVESTIGATION BY ELLIS&ASSOCIATES,DATED AUGUST 23,2013, •• ,, • Concrete filled tube or form to be � '_ < it w d W wz r QCN RN ',`;` .' I` '' i •' A P DED PRIOR TQ PREPARATION OF THESE DESIGN PLANS. THIS Note; w i I• ,, ,^. 1; , REPORT NO.,4048-0003, H S BEEN ROVI n set durin the wall construction ;I I ' : I ; " ,' ` ,.` '- HE F OWI G ASSUMPTIONS OF EXISTING SOIL CONDITIONS BASED ON •' �" 3 Mm. w Zw d '' . : ' ' DESIGN WAS PREPARED WITH T OLL N ':! _. •, For pipes larger than 24 , a �`� 1 s z Ii I Z Q 1 ` I r INFORMATION CONTAINED WITHIN THE SOILS REPORT: SOILS CONSIST OF A LOOSE TO DENSE FINE SAND • . ^ 'O,. Backfill ar Concrete not drilled throw h eo rid � o Q o M x � I : •, 5: • concrete collar may be cast 9 9 =I �. " ; [, �, (SP)AND LOOSE TO DENSE SILTY FINE SAND(SP-SM), IT IS THE WALL CONTRACTOR'S RESPONSIBILITY TO I around pipe for ease of Post in Place afterwards, when directly behind V) ",I ,I VERIFY W17H THE SITE GEOTECHNICAL ENGINEER THAT THE ASSUMED SOIL STRENGTH PARAMETERS ARE w , : I , ilk , Control Joint Cut construction and appearance. units. , , ' ' REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH 1 J 1 .':. `I "' I PARAMETERS ARE FOUND TQ BE INCONSISTENT WITH THOSE ASSUMED BY THE ENGINEER OF RECORD ,'` t Is 1 O = ' Q 4kr (E.O.R•),THE DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE WALL CONTRACTOR TO p ' ►M r w ~ 1 ' I.1 I � I ; 1 Ste I e - - , a , SY T M CAN E RE-DESIGNED. FAILURE TO NOTIFY THE E.O,R.MAY e F rice - m n " NOTIFY THE E•O.R,SO THE WALL S E B 8 Min, Low Ke stone Ca Unit r. i' � � _ I . ,1 ,;,,, Saw cut units to Fit Concrete Filled Tube or _ - c� o• h j1 RESULT IN THE FAILURE OF THE RETAINING WALL. Concrete Collar or Rollin •, sw I, Permeable Soil 9 d� - + . o I— _ .-- 1 ; ° 1 ' � : ' I' , A STE IT IS RECO MENDED THAT WALL Within 1/2 f PI e , - 4a � i ' U ,1 I ;,',I ; o SUBSURFACE SOILS MUST BE CAPABLE OF SUPPORTING W LL SY M M rf a licable P Farm 8 o.c. Max, o - nr w �, .d ' I` ! his ! ' J ONSTRUCTION BE MONITORED BY A QUALIFIED SITE GEOTECHNICAL ENGINEER TO VERIFY FIELD 1 � i C Control Joints _ -: 1. , ,1 I . ,. , / / �� • ,r,- 1 '' ONDITIONS, IF THIS WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER,THEN A / o w _ . . I I ,; ;; .h c as required Ste I Fen e or R m o w W E ERTAINING TO SOIL C NDITIONS Ke stone Unit e C - :4 I J I GEOTECHNICAL ENGINEER SHALL BE CONSULTED IN THOSE MATT RSP Q y m o w.,� I I= I. AND WALL PERFORMANCE, A GEOTECHNICAL ENGINEERING/CONSTRUCTION TESTING FIRM SHALL -: a _ _ ,!I ' :,, �., L i ETH FOUNDATION SOILS PRIOR TO CONSTRUCTION, UNSUITABLE$OILS IF ANY ,AS ./. : / /. r w w Ii ,{ ; I I' EVALUAT E ( ) Keystone 4 Keystgne 4 = I " ,.I: ., I' I ,I D REPLACED WITH PR PERL / Reinforced Sall . ' • •` - - DETE MINED BY THE GEOTECHNICAL ENGINEER, SHALL BE REMOVED AN 0 Y ;:. r .... - • ,. , , R / / / Geo rid o w - U It 1. , 1 I / ! / ! g - Ca Unifi .' Ca n' Q .kn. t I . ,11 OIL. S I BLE SOI S ARE DEFINED AS ANY SOIL THAT DOES NOT A.. p � ,,, , • • p m w I I I COMPACTED STRUCTURAL FILLS UN UTA L . , o I , . Y IL AUSE EXCESSIVE WALL SETTLEMENT. / /. /. I• J HAVE SUFFICIENT BEARING CAPACIT OR W L C / ''`" :e• w ' ,� _ O � I l l ..I I' N r Q w r . i - X O /. STIC N R S IL T OF NON LA GRA U A L NE SH CONSIS A L I C OI Z ALL P o I ORT RE NF R E S Q I-- I FILL MATER AL F HE 0 D N I it 1 CENT ATE I LPA INC TME N0.200 .,� _ Ke stone r M Ke stone o - FREE FROM ROOTS AND DEBRIS, HAVING LESS THAN 10 TO 12 PER M R A SS / / . Concrete Collar y y s y / _ ZQCC N I, Geo rid C7 I / / _ I AN MATERIAL CLEAN FI E SAND • cn : - m _ I , MESH SIEVE AND CONTAINING LESS THAN 4 PERCENT ORG IC ( N ) Gam aC Y" COm aC cQ rf A Ilcable p ,, p w Pp a� t.. :. : . ° ' o LL CKFIL MATERIAL SHOULD BE TESTED AND APPROVED BY THE SITE GEOTECHNICAL ENGINEER •/ •• !! Beyond • ,,,,,;r.; ,. ,.. ,. �- c,= w Q N i, WA BA L D :5:�-.'�r, un . ,,.•: t m - _ � , I , ':,.,.-k Ifi Unl FOR USE IN THE REINFORCED SOIL ZONE, S r P ion .' '•'`'` O o I I ! y. �. i cow rotect �, S m Dra' n ', tar in � a !' o ALL SOILS MUST BE COMPACTED IN MINIMUM$-INCH LIFTS TO 95/o MODIFIED PROCTOR AS DETERMINED ' BY LABORATORY TESTING, /. '� / Pipe as Required ` , O 1 • • : I ii I i I o THE WALL CONTRACTOR SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO PERFORM Backfill or Geo rid Concrete Filled Geo rid < o = z W N N �} 3 g „ O Ln Cil ,, �--,Ir- I — z_ D REI ORCED `---�-- N COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND COMPAGTE IN THE NF w o -- W Op Ln i c r I-- � r e T be o I. Ga n et u L ZON . G I BAC F L E I KI m , I I I , 0 'I I a . , ,�a Q I j' i,' ! 5 F OW RAS IRECTED BY PROJECT SITE GEOTECHNICAL ENGINEER : '` Form $ O.C. Max, w z W l- .hI 1 ;"I � I Q�-- � IN _J1i TESTING FREQUENCY ISA OLL S(0 D ) Fence Plan Fence Plan �' ' ! ' ,i€ �'I I ' I € ^ s i'. E TE T FOR EVERY 2 FEET VERTICAL OF FILL PLACED AND COMPACTED FOR EVERY 50 LINEAL a E < W - III 11 I " I, I Is,F, I II11; I . 11 ,II a. ON S ( ) Scour Protection as Required _ x ;. ! } ,I ' "� I,i ! j 1 '7 I FEET OF RETAINING WALL. „ 1 Min, Thickness I'1 Z tz W I!, i , _ ;. LOCA ONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE Use Rip Rap or Concrete Slab Unreinforced Concrete or Detail Detail - w O O I ' i ''a :;I, I b, VARY COMPACTION TEST T) lar, ---- - --------- u u w W t I I Concrete CoJ I ,i ' " : 11, , I 'j I. INCLUDING THE AREA COMPACTED BY THE HAND-OPERATED COMPACTION EQUIPMENT, in Outlet Area � w� I) II ' ' (if applicable) Crushed Stone Leveling Pad w o u F-- Z --► d' g , s , o FINISHED GRADE MUST PROVIDE POSITIVE DRAINAGE AWAY FROM BASE OF WALL. EROSION PROTECTION � W J T-I O� d- I OR SOD SHALL BE PROVIDED FOR ALL SLOPED AREAS AFTER GRADING. D II flet SESCt'©n x - a Q i• O I I Typical Pipe Outlet eta Typical Pipe Ou i This detail is for general fencing only, General/decorative fencing is not w < L, - <C M a I I ' I o UNIT DRAINAGE FILL IS 3/4 CLEAN CRUSHED STONE. AVOID AGGREGATES THAT ARE ROUND IN NATURE. w - S Z I I iI acceptable as a guardrail, in accordance with FBC. If a guardrail is required _ m 'L - W L,_ p ' ' ,I o LEVELING PAD IS CRUSHED STONE BASE MATERIAL, COMPLETELY WRAPPED IN FILTER FABRIC, Non Structural Fence w W I 1 ;; 1 for a s ecific wall section not shown the Structural En ineer of Record E.O,R, z w --I d- (n ' !: o GEOGRID MUST BE OF APPROPRIATE TYPE AND LENGTH SPECIFIED IN THE PLANS, p a g ( ) o , O O Z 1' - = IIS II I I o ALL GEOGRID LENGTHS SHOWN ARE ACTUAL LENGTHS AS MEASURED FROM THE CONNECTION PINS TO shall be notified of the new design to ensure proper installation and footing design. Section Detail 0 w� ( � O <[ 1 , I w= — — . I; t t 11�. .'II THE END OF THE GEOGRID. Failure to notify E.O.R. of modified fence design may affect wall design and - �l w r. FW-- , U Z �•• I,. Q ( a f i r f t II Com clI Un't Near Vertical Se back I o GEOTEXTILE FILTER FABRIC SHALL BE MIN,4 OZ. FDOT D5 OR EQUIVALENT, e d to a lu e o he wa or injury pa I t W (Z t ' , ,s i I I , '; I j , o UTILITY INFORMATION WAS NOT PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF O t u? is ( 1 I . , ( THESE PLANS,AND THEREFORE IS NOT INCLUDED. IF UTILITIES ARE LOCATED WITHIN THE PROPOSED I I ;' ;. s^ ! I 11 REINFORCED ZONE THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE m �' l. I` , 4 i' L j, SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN ! II 11 I' AND/OR PLANS MAY BE REQUIRED. W 11 1�i I t 1, I o UTILITIES MUST BE PROPERLY DESIGNED(BY OTHERS)TO WITHSTAND ALL FORCES FROM THE U SEGMENTAL RETAINING WALL UNITS, REINFORCED SOIL MASS,AND SURCHARGE LOADS(IF ANY). 1 i IIID 1 , c i i . I Ij o STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN ,i, I 'ii,,1 I !; I , 1 1' (Min.) 1' (Min.) ,, 4 1i , I; ;; 100 FEET BEHIND THE RETAINING WALL,THE STORM WATER PIPE MUST BE WATER TIGHT. NEOPRENE 4 III ti I 4 ,' 1 I I ! I 0-RINGS MUST BE INSTALLED AT ALL STORM PIPE JOINTS,AS A MINIMUM. Wood or Concrete Head Wall ' uw� r . I+ ' III' i II U E A ER TI HT WITHIN 100 FEET BEHIND THE + ' �, 1 ' o WATER LINES, INCLUDING IRRIGATION SYSTEMS, M STB W T G (By Others) Filter Fabric ' �' i � I '' ��;�a: �, I E' T G W WILL INCREASE THE HORIZONTAL PRESSURE :'�• • '115, RETAINING WALL. LEAKAGE BEHIND A RE AININ ALL I , -1, i � . I ` r ; ,,. ! _, ar, I ,� , ,,, , i E ERLINESAND ..,,••,.,:: •, , .', ,. ., .., ,•• .: : ;':. '" � ,,�,: , , „ I, 111 T,, Ir I AGAINST THE WALL LEADING TO WALL FAILURE. FOR THIS REASON,SUBSURFAC WAT ,': ;;,• , 1 I , d �,�, Filter Fabric a , P 11 I I :�. 1 U �,,1, EINF CED Z NES OF THE RE7AINlNG ,,• I „, �, ,;,, , 4 „, I IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE R OR 0 : -• ,• —1 Min. I • WALL, OR WITHIN 5 FEET OF THE REINFORCED ZONE. •,,,' . .I ,, r. : � , I. j I L 1 I !I r FE KEYSTONE SPECIFICATIONS FOR PLANTING AND LANDSCAPE (� o CONTRACTOR SHALL RE RTO K 1 :' 1 :®: ®: ®: :®: F, �' , G ;I i REQUIREMENTS, PROPER LOCATION AND DEPTH OF PLANT ROOT BALL IS CRITICAL TO GEOGRID -- 1 Min, 0 0 a o n o a o ,,; h Il PERFORMANCE. ( ) ��` 2 I t• o FOR SPECIFIC DIMENSIONAL INFORMATION OF WALL LENGTHS AND LOCATIONS, PLEASE REFER TO CIVIL 1 . t , :�: :E: :e: :�: Ke stone Unit a 1 ',. ; 'I •; II DRAWINGS BY TAYLOR&WHITE, INC„ LATEST EDITION. THE WALL DESIGNS PROVIDED ARE NOT INTENDED a o 0 0 0 0 0 0 Y I _; I; TO BE STAND ALONE DRAWINGS, WALL CONTRACTOR AND GENERAL CONTRACTOR ARE REQUIRED TO Wood ar Concrete Head Wall ���r�� � HAVE A COMPLETE UNDERSTANDING OF ANY AND ALL OTHER STRUCTURES THAT MAY INTERACT WITH B Other �� � , Keystone Unit ( B Y s) ,, ,III j , I, THIS SEGMENTAL RETAINING WALL, THE WALL CONTRACTOR AND GENERAL CONTRACTOR MUST REFER CQnnectlOn tO Other I i ° o ,'I { I '; i I ^ TO A FULL SET OF UPDATED CIVIL PLANS FOR THE PROJECT TQ ENSURE SUCCESSFUL CONSTRUCTION 1 ,I, AND PERFORMANCE OF THE WALL SYSTEM. THESE WALL DESIGNS SHOULD NOT BE REFERRED TO FOR Structures Detail I " u I j CURRENT SITE INFRASTRUCTURE INFORMATION, Com ac Unit- Shown �" W I I p �._:� w_ ' ' 1 CONCRETE: �cr(_ . , - - F+M+• 1 , i i is 11 1 o CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, % I___ 1"i is o REINFORCING STEEL:SHALL BE ASTM A615,GRADE 60 .J I o ONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, C r '1 1 I 1 STEEL REINFORCEMENT: I; llf ! 1 , 2 + Dia. 2 (8) O I III I I i I o STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC,ACI 318 AND AS NOTED IN THESE PLANS. REINFORCEMENT SHALL BE ADEQUATELY SPACED AND i Q ' I) ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED. I I' ; ` ', I I � \ 1 �-' • II I �' , Ii o CONCRETE COVER SHALL BE IN ACCORDANCE WITH ACI 318,SECTION 7,7.1 AND AS FOLLOWS: _ „ i I 2 + Dia, 1 (�) t_- 1 AN ERMANENTLY EXPOSED TO EAR TH _ •• , AGAINST P 1 3 FOR CONCRETE CAST D il'i 1 1 o VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 48 BAR DIAMETERS, MIN. — Q ;� I I n ;. Ii 11 I) ' i 1 ' f I i o CORNER REINFORCEMENT SHALL BE LAPPED 30 ,MIN, _ `J i Q i 1 I II o ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS QF ACI STANDARDS. ALL Q { II'III I I I ETH S ANDARD ACCE ORIES DURING PLACING OF CONCRETE. SPLICES IN FEINFORCING WHERE WJ W i I I REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION W T S � 8 Min. Low Permeable Soil f-- m '111 L I ITH TH I �' I TED S ALL B AS FO LOWS: MASONRY: 48 BAR DIA. CONCRETE:40 BAR DIA.ALL REINFOCING STEEL SHALL BE PLACED IN ACCORDANCE W E Q PERMIT H E L Keystone Cap Unit m W > I 1 I I ' P TYPICAL BENDING DIAGRAMS AND PLACING DETAILS, STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC CHAPTER 22, 1 ,I I I U 0 r1 J © 1 I 1,111 GENERAL NOTES: (. I o WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH KEYSTONE SPECIFICATIONS AND GOOD CONSTRUCTION PRACTICE, - - W II I I 1 ; { o IT IS RECOMMENDED THAT THE E.O.R,AND/OR A REPRESENTATIVE OF CONTECH CONSTRUCTION PRODUCTS, INC.,BE PRESENT DURING THE FIRST DAY OF WALL �-- Q'] 2 I I I1 F NS CTION UALITYAND METHODS. - ,• •~,�.' .,,, K y tone CO p C Unit Shown Q , I I I I CONSTRUCTION FOR OVERSIGHT O CO TRU Q I e s m a ; ,..,.�` r JI � : I E H I UES OR SE UENCES OF CONSTRUCTION NOR FOR THE SAFETY ON THE JQB SITE, 'T : , t 1 11,, o E.O.R.. IS NOT RESPONSIBLE FOR MEANS AND METHODS, PROCEDURES, T G N Q Q ;., ,r S ::• ,. l �, <t --► o i-- {, I ! I FAILU E TO CARRY OUT THE WORK 4N ACCORDANCE WITH THE CONTRACT DOCUMENTS, "•.,' ' ••:; '. C. ;: I NOR SHALL THE ENGINEER BE RESPONSIBLE FOR THE CONTRACTORS R I o E.O.R. IS NOT RESPONSIBLE FQR CONSTRUCTION INSPECTION NOR FOR FINAL CERTIFICATION OF CONSTRUC TION. ,.••�•,.,; ,'::, ' : ;, ,,•.: 4 -- - Unit Draina a FIII O �C I , ;.•.Dia. 1,. • ., - �.,.:.., ,;.. .�. g _ 1 .ti. :• .tip • 11 E , . .. . . ,, , ,,. 1—' ,�; o HE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL INFORMATION PROVIDED TO BAKER KLEIN ENGINEERING, PL QR IF CHANG S ...•. .. . , ;••; (3/4 Crushed CO I I T _ Dla. 2 1 } ; M ORIGINAL ESIGN OR LAYOUT, _ ;; r ARE MADE FRO D Rock or Stone 1. I l ....,,; > •., •., . U ILITY SEMENTS WATERSHED EASEMENTS OR ANY OTHER TYPE OF 32 `' I ' , o LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, T EA "'`" " I lLf f . '• . ..,. •.•, A roximate Limits pp I. I F RECORD ASSUMES NO LIABILITY FOR THE LOCATION OF .• > ': IIS i I , EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. THE ENG NEER O I Plan m PI n Is conce tual an for exam le onl :, :,. .,..•• •Geogrid Depth :". .:•. , :,. Finished Grade I ,, i I � 1 I WALL NCROACHES Y PRO ERTY LINES QR EASEMENTS, t g a p d Ip Y of Excavation I i THE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAIN NG E AN P ;:.ti,' . ,1 i ,o r 5, diamete s and I out will va .r. Actual tree r a �.• �:. :. ••,. NIN ALL BE DONE BY THE SITE CIVIL ENGINEER OR SURVEYOR AND MUST BE BASED ON y I ry ti,..• ;, I,' '` n 1 a I o IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAI G W 1 1 :,.: -I , 1 Reinforced Soil •`" .. I, ,. T ME TAL RETAINING ALL Architect should roVlde la. OUt In •• ...•,: r•>• • . • , , . , . . . > I COMPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THE ENGINEER OF RECORD, SURVEYING OF HE SEG N W Landscape p y •, „. , _ o.. . , , . , ,l,: ,,;, , T �._ 11T ca A a� I �'I ` 1 1 � I R INDI ATED ON THE ENCLOSED PLANS AND DETAILS, FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR MUST TAKE INTO ACCOUNT THE DESIGN BATTE C accordance With these specificatiop s. ��� ��,� I _ c¢ x Y Q a ,•N, J I I LLS A D SHALL BE CORRECTED AT NO COST TO THE �- _� ¢ u a I! 1 SEGMENTAL RETAINING WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WA N _ _ - -7 o-� a�o cL-� �.o0 I ` ' '' , I I ' I i, ENGINEER OF RECORD. 4" Perforated PVC Drainage Tile I U a a° I. „I i a I : I 1' I Unreinforced Concrete or c l I .1 I , I f � 1 (Wrap Drainage Tile in 3/4 Aggregate Typical Planting Limits Section Foundation Soil Crushed Stone LeveUng Pad I , I I I i ,I 1', 1 , ' , I ` I ,! I'1' i' � I nd Filter Fabric at Toe) if Required. pp �, Co c Unit Near Vertica et ac Shown IS k P I I , f ` mpa b '11 'I I ., ' , ,Il „ ._,. �^ I :, • ; , 1 A ,, I c 14+ tl,X Y!I I '•! `I•'rl,-r t } i, •;,a;.,� - ") lY ,� I` I ,^ I �' r I a 1 d �:; I I � I I 1 i ; . : I I WALL CONTRACTOR SHALL PROVIDE THESE PLANS TO CIVIL ENGINEER AND LANDSCAPE ARCHITECT FOR APPROVAL OF 4 x Dia. 2 (24) 4 x (Dia• 1 + Dia. 2)/2 (18) 4 x Dia. 1 (12) (� i ELEVATIONS PRIOR TO CONSTRUCTION. ELEVATIONS AND DIMENSIONS SHOWN ON THESE PLANS MAY HAVE BEEN ,.:. , � j , i I 1 ! D. E,O.R, ASSUMES NO RESPONSIBILITY FOR ELEVATIONS AND/OR DIMENSIONS SHOWN ON THESE PLANS. REFER -� --� (n I , I,, REVISE I1 1 TO CIVIL PLANS BY TAYLOR&WHITE, INC, FOR MOST CURRENT GRADES AND PROPOSED ELEVATIONS AND ADVISE E,O.R. IF O 1 I ELEVATIONS DIFFER. — I, I I TIO AL WALL HEIGHTS OTHER THAN THOSE SHOWN, MINIMUM BLOCK EMBEDMENT SHALL BE EXPOSED FOR TRANSI N - w �t „ . I o SP CWG WITHIN a 1 E V TION ft + 10/o h ft AND NO LESS THAN 1.50 FEET, GEOGRID REINFORCEMENT A WALL HEIGHT LEA h f ) )( ) � ) _, I i.. I I 1 44 , , 1 , __I 1 ., PECIFi D CJ I 1 TI NAL AREAS SMALL NOT EXCEED 2.00 FEET AND SHALL NOT BE LESS THAN THE GREATEST LENGTHS E w _ 9 TRANSI O 1:; LS. , WITHIN THE ADJACENT LAYER OF THE TRANSITIONAL WAL 3 x Dia. 2 18 I— LL i I'` , Dia, 2 ( ) Dia. 2 ;,III I' L,,,, — , „ i (6' Dia.) (6' Dia.) Reinforced Soil Z __1 .W , �. I; a 1 I II I ,II 1 ,� I I i 1 Iw --•-�-i � 11 I W ,, , 11 i , II II! I l l i ;,f 11 I „ iI I, I w �-- I k1 s h 1 I, :, I i , , I' 1 9 l ' 1 I ; 1 1i I II , 1 I � // ( r1 1 I 'I a CI) w I s I ',II ,. I =1 j �I' I ( I i. { 11 Reinforced Soil I i I I 3 x Dia. 1 (9') li i ji.I I , . li ' , ; , , � Ii L ia. @I :I � ''' I I 1' I 1 {; I ' ' Dia 'IDia t I I I I I REVISIO QI I I I a I r' I I — .^. I1 1i I I I pJ 00 .. i� N0, DATE REVISED I Cd N , S (d �'. .-� I' ,, r $ I I I I ( .r.. + r - {' N Nl , e Q _ ...I I ( ��� 111 I , 1 111 I# - 11 '� {, I 1 ( I N N 1 ; I I i I i Ik t, J " r'a, f I• I 1 7 I. 1 1 + 11 I, ;' I I III, ;i X 1 I::I,i , I, , - Iz 1 I f I I "1 , r �,..il I11 �fj� i I. �,i 1 _€ d � i' y ,1:,, h ,:,I d �, �l'vii,l I I: �I I , ,. I , j" 1 L; �; 8,1; I ti< II ,;.I,; 1, I I 1 I !,I$ I' I. ,l �; , h a., { �, I ji; I i ,,�,' 11 { I ', 1 I iLI, , i s {. l,l� I i.: ,gg [ : i ..i 1I T=. ., ,t' 1 'a rd I .;i t 1 , . ,Ii i A it ,I 1 sl 1 f 86 6 1'I,. j I ,I II . I i 1 , IPI i L' , T i a ant emits PI n I � A � Geo rid Soil Reinforcement C i1 a 1 _ W 7 t Street g yp g Keystone Compac Unit Shown i ,11 I I l i 1 4444 8 h Compac Unit- Near Vertical Setback Shown j E • ;� Minneapolis, MN 55435 S- 952-897-1040 1� LI 1 f I r.,1 , _.Irl ti W 7 ,.p;, i I-;,.- P-,,1...,�.. !,. I'I ,1 ,Ifi;l e,::; .., a,_, s _``'-- I I ' ` ,�1 _ 'IY -- _ � - _ -