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Retaining Wall Plans■ '1 �IJNI J_ DESIGNS �I "B UIL T FROM THE GROUND UP" 1311 52ND AVE NE FRIDLEY, MN RETAINING WALL(S) (RW) CONSTRUCTION ADDRESSED BY THESE DRAWINGS ARE PART OF A RESIDENTIAL PROJECT BEING BUILT BY THE LANDSCAPEIWALL CONTRACTOR, WHO HAS BEEN RETAINED BY THE OWNER TO ASSIST IN DEVELOPING THE PROJECT SITE. THE WALL CONTRACTOR HAS RETAINED GEOWALL DESIGNS LLC TO ADVISE THEM ON MATTERS RELATIVE TO CONSTRUCTION AND TO PROVIDE CONSTRUCTION DRAWINGS AND CALCULATIONS FOR THE RW CONSTRUCTION, OUTLINED BELOW IS A BRIEF SUMMARY OF THE RESPONSIBILITIES OF EACH OF THE PARTIES REQUIRED TO COMPLETE THE RW CONSTRUCTION, AS OUTLINED IN THESE DRAWINGS, TO ENSURE A QUALITY CONSTRUCTION PROJECT: A. LANDSCAPEIWALL CONTRACTOR SHALL BE RESPONSIBLE FOR OVERALL SITE GRADING AND STORM WATER CONTROL, BEFORE, DURING, AND AFTER RW CONSTRUCTION, UNTIL THE PERMANENT PAVING AND STORM WATER DRAINAGE CONTROLS ARE ALL IN PLACE AND OPERATIONAL. DAMAGE TO EXISTING RW CONSTRUCTION BY POORLY CONTROLLED STORM WATER DRAINAGE SHALL NOT BE THE RESPONSIBILITY OF THE RW DESIGNER. B. THE OWNER'S PROJECT GEOTECHNICAL ENGINEER SHALL OBSERVE AND PROVIDE WRITTEN APPROVAL THAT THE "ALLOWABLE" BEARING CAPACITY AT THE BOTTOM OF THE RETAINING WALL AND WITHIN THE ENTIRE REINFORCED (GEOGRID) ZONE IN EACH LOCATION MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS SHOWN ON THESE DRAWINGS. THE RW CONTRACTOR WILL NOT BEGIN CONSTRUCTION WITHOUT SUCH APPROVAL. C. THE OWNER AND/OR RW CONTRACTOR SHALL PROVIDE THE FILL SOILS TO UTILIZE FOR RW CONSTRUCTION. THOSE FILL SOILS SHOULD BE TESTED PRIOR TO STARTING RW CONSTRUCTION, AND PERIODICALLY THROUGHOUT THE PROJECT, TO ENSURE THEY MEET THE SPECIFICATION OUTLINED HEREIN. RW CONTRACTOR WILL NOTIFY THE OWNER WHEN A CHANGE IN FILL SOIL APPEARANCE, CONSISTENCY, OR GRADATION LOOKS TO BE DETRIMENTAL, OR HAS REASON TO BELIEVE THE SOIL BEING PROVIDED DOES NOT MEET THE PROJECT SPECIFICATIONS. HOWEVER, THE OWNER'S GEOTECHNICAL ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING WHETHER THE FILL MATERIALS MEET AND ARE PLACED ACCORDING TO THE SPECIFICATIONS IN THESE DRAWINGS. D. THE OWNER AND/OR PROJECT GEOTECHNICAL ENGINEER CONTRACTED BY THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING SUFFICIENT DATA THROUGHOUT THE RW CONSTRUCTION TO SATISFY THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITY TO SECURE APPROVAL OF THE RETAINING WALL CONSTRUCTION AND ULTIMATELY THE "CERTIFICATE OF OCCUPANCY" FOR THE BUILDING ITSELF. E. OWNER SHALL PROVIDE SURVEYING SERVICES OR FIELD GUIDANCE TO LANDSCAPEIWALL CONTRACTOR SUFFICIENT TO LOCATE THE WALL, HORIZONTALLY AND VERTICALLY ON THE SITE FOR CONSTRUCTION PURPOSES. F. QUALITY CONTROL SHALL BE PROVIDED BY THE WALL CONTRACTOR, QUALITY ASSURANCE SHALL BE PROVIDED BY THE OWNER. SHEET INDEX SHEET DESCRIPTION RW-1.0 TITLE SHEET RW 2.0 CONSTRUCTION NOTES RW 2.1 CONSTRUCTION NOTES RW-3.0 WALL LOCATION PLAN VIEW RW-4.0 WALL 1 ELEVATION RW-5.0 WALL SECTION A -A RW-6.0 CONSTRUCTION DETAILS THIS DRAWING IS BEING FURNISHED 7 FOR THIS SPECIFIC PROJECT ONLY. 6 1 ' �1 �. I TNe: TITLE SHEET I hereby certify that this plan, specification, or report was prepared by me or under my direct ANY PARTY ACCEPTING THIS --- DOCUMENT DOES SO IN 5 CONFIDENCE AND AGREES THAT IT 4 SHALL NOT BE DUPLICATED IN -----1---------- ---- WHOLE OR IN PART, NOR 3 J- ,�• ■.r� �•�! =_ _ - ��51� TN f AAMCON"BUILT FROM+ THE GROUND UP" P1016a. 1311 52ND AVE NE FRIDLEY, MN supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. _ _ _ _ DISCLOSED TO OTHERS WITHOUT 2 THE CONSENT OFGEOWALL------------------------------------•-------------------------- DESIGNS 1 C R E T E PRODUCTS* MN: 1548 CLIFF ROAD F., BURNSVILLE. MN 55337 CO:1850WOODMOORDRIVESUITE201,MONUMENT, CO80132 A TCC MATE RIALS'COMPANY SEGMENTAL RETAINING WALL PLANS Lf I 0 25 OCT 2023 RELEASED FOR CONSTRUCTION MR MR KH 952 307 also Project Na: oe1e: sale: sn�I No: Kyle A. Huerd, P.E. © 2023 GeoWall Designs, LLC. No. —Date Revision ^^ ^�~ WWW GEOWALLDESIGNSCOM 230DP033 25 OCT 2023 N.T.S. RW-7.0 License No.: 54693 Drawn Design Check pyS :'ON a8u83!1 0'Z M21 S'1'N EZOZ 100 SZ EEOd00EZ 'woo'sKo saa� romoao:Hmro Noey0 U&S80 umej0 _ uo!S!naa elep 'ON -011 'su6!sa0 IIeMDaJ EZOZ Qo 3'd �WaflH 'V MAN HN 8VY HW NOIlondiSN0o aOd 03SV313 -H 6Z0Z130 ..MJ1eeyS :e�eog :alpO _�Yi�afoid nr,ineoceie - - ---• -------------------------•---------------. ... ...9Z 0. 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Y RETAINED SOIL 1 SAND - SM/SP 30' 0 PSF 125 PCF FOUNDATION SOIL 1 j SAND - SM/SP 30° 0 PSF 125 PCF .a. 6.1.1 DESIGN METHODOLOGY: NCMA THIRD EDITION, IBC-2018, AND ASCE 7-16 6.2 FACTORS OF SAFETY 6.2.1 EXTERNAL STABILITY: MIN. FACTOR OF SAFETY FOR OVERTURNING (GRAVITY) = 1.5 MIN. FACTOR OF SAFETY FOR SLIDING = 1.5 MIN. FACTOR OF SAFETY FOR BEARING (THEORETICAL) = 2.0 6.2.3 OVERALL / GLOBAL STABILITY: MIN. FACTOR OF SAFETY FOR GLOBAL STABILITY (NON CRITICAL) = 1.3 6.2.4 SEISMIC MIN. FACTORS OF SAFETY ARE 75% OF STATIC CONDITIONS 1-SECOND DESIGN PEAK GROUND ACCELERATION = N/A 6.3 SURCHARGE LOADING LIVE LOAD (LANDSCAPE AREAS) = 100 PSF 6.4 6.5 6.7 WIND LOADING (ASD) WIND LOAD HAS NOT BEEN EVALUATED IN THE DESIGN OF THE BELOW GRADE STRUCTURE. ALL ABOVE FREE STANDING STRUCTURES PLACED WITHIN A 1H:1V OF THE WALL FACING SHALL BE RELOCATED OR REDESIGNED AS TO NOT APPLY ANY ADDITIONAL LATERAL LOADING. 7.0 SPECIAL PROVISIONS 7.1 THE DESIGN PRESENTED HEREIN IS BASED ON SOIL PARAMETERS, FOUNDATION CONDITIONS, GROUNDWATER CONDITIONS, AND LOADINGS STATED IN SECTION 6.0., AND INTERPOLATED FROM INFORMATION PROVIDED BY OTHERS. GEOTECHNICAL DATA WAS NOT PROVIDED AT TIME OF DESIGN. 7.2 WALL ELEVATION VIEWS AND LOCATIONS AND GEOMETRY OF EXISTING STRUCTURES AND GRADE ABOVE AND BELOW THE WALLS MUST BE VERIFIED BY THE CONTRACTOR, TO MATCH ELEVATIONS SHOWN IN THE CONTRACT DOCUMENTS, PRIOR TO CONSTRUCTION. 7.3 GEOWALL DESIGNS ASSUMES NO LIABILITY FOR INFORMATION SUPPLIED BY OTHERS SUCH AS GEOTECHNICAL REPORT, SITE PLAN, AND WATER ELEVATIONS. 7.4 THE SOIL DESIGN PARAMETERS STATED IN SECTION 6.0 SHALL BE VERIFIED BY THE PROJECT GEOTECHNICAL ENGINEER OR SPECIAL INSPECTOR. WRITTEN VERIFICATION OF DESIGN PARAMETERS SHALL BE SUBMITTED TO GEOWALL DESIGNS AND THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WITH CONSTRUCTION, 7.5 IF ANY ROCK FORMATIONS AND/OR GROUNDWATER (NOT ADDRESSED WITHIN THESE PLANS) ARE ENCOUNTERED DURING THE CONSTRUCTION OF THIS WALL, IMMEDIATELY CONTACT GEOWALL DESIGNS AT 952-303-4190 AND THE OWNER'S REPRESENTATIVE. 7.6 ANY REVISIONS TO DESIGN PARAMETERS STATED IN SECTION 6.0 OR STRUCTURE GEOMETRY SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 7.7 ALL PIPES AND UTILITIES WITHIN 100 FEET OF THE RETAINING WALL MUST BE CONSTRUCTED WITH WATER TIGHT JOINTS. BEARING 7.8 THE SITE GEOTECHNICAL ENGINEER OR OWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE 6.4.1 APPLIED BEARING FOR EVALUATING TOTAL AND DIFFERENTIAL SETTLEMENTS. MAXIMUM APPLIED BEARING PRESSURE = (SEE ELEVATION VIEWS) 7.9 THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE SELECTION OF 6.4.2 ULTIMATE BEARING CAPACITY CALCULATED USING SOIL PARAMETERS NOTED IN SECTION PERMANENT EROSION PROTECTION AND PERMANENT VEGETATION FOR SLOPES LOCATED 6,0 AND GEOMETRIC PROPERTIES OF THE RETAINING WALL. GEOTECHNICAL ENGINEER ABOVE OR BELOW THE PROPOSED RETAINING WALL(S). SHALL DETERMINE ACTUAL BEARING CAPACITY BASED ON FIELD CONDITIONS AND LABORATORY RESULTS. 8.0 QUALITY ASSURANCE FENCE LOADING 8.1 DUTIES OF THE SPECIAL INSPECTOR: WALLS ARE NOT DESIGNED FOR ANY CONCENTRATED FENCE LOADS. SLEEVE -ITS SHALL BE USED WHERE POSTS CANNOT BE PLACED A MINIMUM OF 3.00' FROM WALL FACE. CONTRACTOR TO VERIFY POST SPACING UTILIZED DOES NOT EXCEED LOAD LIMITS BASED ON IBC LOADING FOR PEDESTRIAN HANDRAILS OR THE DESIGN LOAD, WHICHEVER IS GREATER. 6.6 HYDRAULIC CONDITIONS 6.6.1 WATER APPLICATION THE DESIGN DOES NOT CONSIDER HYDROSTATIC WATER PRESSURE AND ASSUMES WATER IS SUFFICIENTLY BELOW BOTTOM OF STRUCTURE SO AS NOT TO INFLUENCE 8.1.1 THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK REQUIRING SPECIAL INSPECTION FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. 8.1.2 THE SPECIAL INSPECTOR SHALL FURNISH REPORTS TO BE KEPT AT THE SITE FOR USE BY THE BUILDING OFFICIAL, THE CONTRACTOR, AND THE ENGINEER OF RECORD. IF SPECIAL INSPECTION IS PROVIDED BY ANYONE OTHER THAN THE ENGINEER OF RECORD, REPORTS SHALL BE SUBMITTED TO THE OFFICE OF THE ENGINEER OF RECORD ON A WEEKLY BASIS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. STRUCTURE STABILITY. 8.1.3 UPON COMPLETION OF THE ASSIGNED WORK, THE SPECIAL INSPECTOR SHALL COMPLETE 6.6.2 EROSION CONTROUPREVENTION AND SIGN A FINAL REPORT CERTIFYING THAT TO THE BEST OF HIS/HER KNOWLEDGE, THE THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE IS MAINTAINED BOTH DURING AND WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE AFTER CONSTRUCTION. EROSION PREVENTION AND PROTECTION SHALL BE MAINTAINED APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE, ABOVE AND BELOW THE RETAININGW ALL AS DESIGNED BY OTHERS. ALL DOWNSPOUTS, SWALES, AND DRAINAGE FEATURES SHALL BE DIVERTED AWAY FROM THE WALL 8.2 SEE THE "SPECIAL INSPECTION SCHEDULE" FOR THE TYPES, EXTENTS, AND FREQUENCY OF LOCATIONS. SPECIFIC ITEMS REQUIRING SPECIAL INSPECTIONS AS PART OF THIS PROJECT. SPECIAL INSPECTION SCHEDULE REQUIRED SPECIAL FREQUENCY OF TESTING INSPECTION AREAS: COMMENTS: CONTINUOUS PERIODIC RETAINING WALLS DRAIN TILE TINSPECTION SHALL BE MADE OF THE INSTALLATION X PLACEMENT, LOCATION, AND VENTING TO DAYLIGHT SOILS I VERIFY EXCAVATION ARE EXTENDED TO j EXCAVATIONS X PROPER DEPTHS AND HAVE REACHED REQUIRED MATERIAL SUFFICIENT TO _I SUPPORT THE DESIGN FIELD DENSITY X IN ACCORDANCE WITH ASTM D-6938 OR ASTM D-1556 MOISTURE -DENSITY IN ACCORDANCE WITH AASHTO OR ASTM RELATIONSHIPS X CRITERIA AS SPECIFIED FOR SUBGRADE, LEVELING PAD, AND BACKFILL GRADATION X IN ACCORDANCE WITH ASTM D-422 ANALYSIS VERIFY USE OF PROPER MATERIALS. WALL BACKFILL X DENSITIES, LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF BACKFILL TESTING MAYBE PERIODIC IN NATURE BUT CONTINUOUS THROUGHOUT CONSTRUCTION AS REQUIRED BY IBC THIS DRAWING IS BEING FURNISHED T _ 1 - nna I hereby certify that this plan, specification, or FOR THIS SPECIFIC PROJECT ONLY. B r1 s }} CONSTRUCTION NOTES report was prepared by me or under my direct ANY PARTY ACCEPTING THIS - al ' �} Jl.-�- supervision and that I am a duly Licensed DOCUMENT DOES SO IN 5-°"la=L Professional Engineer under the laws of the state CONFIDENCE AND AGREES THAT IT AMCON DESIGNS of Minnesota. SHALL NOT BE DUPLICATED IN L 1311 52ND AVE NE 3 WHOLE OR IN PART, NOR "BUILT FROM THE GROUND UP" FRIDLEY, MN DISCLOSED TO OTHERS WITHOUT 2 -� CONCRETE PRODUCTS- MN: 1548 CLIFF ROAD F, BURNSVILLE, MN 55337 SEGMENTAL RETAINING WALL PLANS THE CONSENT OF GEOWALL ---- --. - --- - --- ATCCMATERIALS°COMPANY CO:1850WOODMOORDRIVE SUITE 201,MONUMENr,CO80132 DESIGNS _ Date SMI.: Sheet Ne: 0 25 OCT 2023 RELEASED FOR CONSTRUCTION MR MR KH 9523034190 Pf6)emt Na Kyle A. Huerd, P.E. © 2023 GeoWall Designs, LLC. No, l Date Revision Drawn Design Check WWWGEOWALLDESTCNS.COM 23ODPO33 25 OCT 2023 N.T.S. RW-2.1 License No.: 54893 0 0'E Ma OZ = u6 EZOZ 100 SZ EEOd00EZ WOE SNJla34'lTtlM03D'MR1M moo40 uMsea usei0 ^ - T 1, ^^ ^� — u J uolslAaa ale(] ON '011 'sufilsa0 lleMoso EZOZ tJ MPS:'ON all -3-d `Wam-1 •V silt ;om mo ;�. ;� qa �,d 0614 £O£ Z56 �H)I aW 21W N0110fRIlSN00 210d 03SV313a EZOZ 100 92 0 — —• — -- -• — -- - - ANVdWOO.SlVl831tlW 001 tl l 30 zcloao3'yNawnNow'loza£msatixaxoowaoomosauoa - --- ---- -------------'-•• ---'--••--------- 11VM03`JdOlN3SNOO N003H1 SNVld IIVM JNINIV13N 1V1NIN03S �££ss NW'aTTtnsNana's UVOS AM') ars: NW -�� - Z _ inOHAM Sa3Hl0 Ol 03SO10SI0 S10f100Hd 313M3NO3; -- — {--- NW VA3ldlad JA OHl10UD Jffl INO?I41Wr18„ Fy�_ 1 E 1VONON 'laVd NI 210 310HM -� ��i NODWV - -�^' 9 NI 031V011df10 3810N IIVHS 3N 3AV ONZ9 6LC b A IVHl S33HE)V ONV 30N3(11dNOD elosauwIOJd NI 08 S3001N3Wf1000 elels ay);o snnel ay; jepun JaeulBu3 1euolssalad �i�.s pasuaall A1np a we 1 }eyl pue uolswild adns -- SIHl J d 01:11 0V h121Vd ANV 11N0103fO1j103dS SIHl LIOd laanp japun jo ew Rq peiedaid sem yodej M31A NVId NOUV001 IIVM 03HSINunzi ONI38 SI I)NIMVHa SIHl io 'uolleleayl'u oeds eld slyt leyl Iyl�ao ,tgeiey I -au 190 Aft, Hluom ov oz o M oz llNn 31VOS IIVM d0 d01 I :0N3J3l 'ANIM030 311S iVf110V ONV 1N3WN0llV IVINOZINOH TV NOd SNVld 10Va1N00 01 ZI3d3N '£ 'JNIOV3H IVf110V 210d SNVld 10VNiN00 Ol N3d38 '31VWIXONddV SI N01103810 MON8V HINON 'Z 'AINO S3SOdNnd 3Al1Vil1snn SV O3Sf139 IIVHS ONV HIHV3 310000 AS 031V3H0 SVM NVId 311S '6 MON E w I A401 - I ! Ior , f � ! I � 00'00 '`d1S-M�I I ,oft' 00'b06 'V1S-M21 ! 6 IIVM ON3 + yd ! AL ' A11I18ISS300V 3 t 2JOd SUVIS d0 d01 (Sb3H10 A 03NJIS30) �nbi��J32� O12i010V2J1N00 �t yr IIVM 30ViA2131 i=l3ddfl 3NIl Ai2AdOW - ft. -BIp noR aolaq 11V:) M0136 SdeuM MouN GENERAL NOTES: BLOC_ K ID LEGEND: LEGEND: 1. ALL ELEVATIONS AND DISTANCES ARE SHOWN IN FEET ALONG FACE OF WALL. LCT: LEFT CORNER TOP BLOCK (24"H x 28"D C 521) TOP OF WALL ELEVATION (TOP OF BLOCK) TW EL= XX.XX RCT: RIGHT CORNER TOP BLOCK (24"H x 28"D C 521) 2. THE WALLS SHALL BE CONSTRUCTED USING AMCON: LEDGEROCK 28" & 28T: 28" TOP BLOCK/FULL RECESS (241H x 28"D x 481) BOTTOM OF WALL ELEVATION (BOTTOM OF BLOCK) BW EL= XX.XX 52" UNITS, SEE SHEET RW-2.0 FOR MATERIAL SPECIFICATIONS. 28M: 28" MIDDLE BLOCK/FULL BLOCK (24"H x 28"D x 481) 286: 28" BOTTOM BLOCK/BASE BLOCK (24"H x 52"D x 481) FINISHED GRADE LINE 3. SEE MANUFACTURER'S INFORMATION FOR ADDITIONAL DETAILS ON THE 28H: 28" HALF BLOCK (24"H x 28"D x 241) BLOCK SYSTEM SHOWN. 52M: 52" MIDDLE BLOCK/FULL BLOCK (24"H x 28"D x 481) 526: 52" BASE BLOCKIBASE BLOCK (24"H x 52"D x 481) 976.00 w 974.00 LL 972.00 o 970.00 - 968.00 w 966.00 Y 964.00 O J O O O O AO coO CO CO CO (Al O O O CD J JQ � � �� M� �I� LO co _f CD CO a Cn (!) C/) Z m ' I'J 1 W C I.Q.. r 7 j J W (9 Cn V U) Q Q W r) Z W LU 3: utj ce IX � � Q " A -A w=- F/GATTOP OF WALL TW EL=973.50 ---t-TT� - 21 FF 26T--28T -MT - 2 T 28T 28T LTC . 28T 28T 28T 28T 28T 28T 2f M 28M 28M 28M 28M 28M 28M 28M 28H 21�8 28M 28M 28M 28M 28M 28M 2 iM 28M 28M 28M 2 M 28M 28M i 28M 28M 28M 28M 52M 5 M 52M- 52M_--62M---52t -52B b2B 5eB 526 52B 520 - 62B-- 526- �5.B - 52B 52B BW EL=969.50 I TW EL=975.50 TW EL=973.50 _ 1 28T---2 T_ 28T-_ 28T-_MT---28T 28T- -R-T£ ------------- 28M 28M 28M 28M 28M 28M 28M 28T 28T 2$T -kTC ~ 28M 28M 28M 28M 28M 28M 28M 28M 28M 28M 28B 28H 52>_5ZB � 528---5ZB---52W 52B 52B 52B 28B I � BW EL=969.50 — F/G AT BOTTOM OF WALL BW EL=965.50 MAX. APPLIED BEARING = 2,500 PSF RL MIN = NIA (GRAVITY) (WALL FACING: LEDGEROCK 4.8°) BW EL=967.50 -J 976.00 974.00 w LU 972.00 970.00 0 968.00 j w 966.00 w 964.00 I II I I i 1 I 1 1-104.00 0 10 20 30 40 50 60 70 80 90 100 WALL 1 ELEVATION DISTANCE SHOWN IN FEET ALONG FRONT FACE THIS DRAWING IS BEING FURNISHED 7 Too: I hereby certify that this plan, specification, or FOR THIS SPECIFIC PROJECT ONLY. 6 T r.1^ WALL 1 ELEVATION report was prepared by me or under my direct ANY PARTY ACCEPTING THIS -� 11 1V supervision and that I am a duly Licensed 5 _ P+nieir DOCUMENT DOES SO IN AMCON Professional Engineer under the laws of the state CONFIDENCE AND AGREES THAT IT 4 -� �� DESIGNS 1311 52ND NE of Minnesota. SHALL NOT BE DUPLICATED IN -- - - — -- F 52ND , AVEE WHOLE OR IN PART, NOR 3 "BUILT FROM THE GROUND UP" DISCLOSED TO OTHERS WITHOUT 2 J -- -- -f�--- �- - /AACONCRETE PRODUCTS' MN: 1548 CLIFIF ROAD F. BURNSVILLE MN55337 SEGMENTAL RETAINING WALL PLANS THE CONSENT OF GEOWALL ---•••--- ----- ------------ ------ -- -- -- A TCC MATERIALS'COMPANY CO: 1850 WOODMOOR DRFVE SUITE 201, MONUMENT, CO 80132 DESIGNS _ 952 303.4190 Plolect Na: Dolot Brak: Sheet No: - 0 25 OCT 2023 RELEASED FOR CONSTRUCTION - MR MR KH Kyle A. Huerd, P.E. © 2023 GeoWall Designs, LLC. No. pale Revision — T ^ `T -- 1 Drawn Design Check WWW.GEOWALLDESIGNS.COM 23ODPO33 y 25 OCT 2023 1' = 10' RW-4.0 Llowise No.: 54893 £gaps :'ON asmi l O'S-MN S = L EZOZ 100 SZ £E0d00EZ W00 SNDIS]G IVM0a9 MAIM )oayo u61590 umei0 _ uolslnaa alep 'ON '011 'suBlsaa Ilemoa0 EZOZ OQ '3'd'pjanH'VaiA>l H)I Hvq aW Noiiona1SNOOHO=l03SV3138 £ZOZ1009Z 0 :oN 4ee4S :.Ims :94e0 :oN Walatd 061 h M Z56 - — , --- --. - - - - - ANWdW03.SlYlU31VW 301 V L 30 zslos o0'1 NawnNow'Ioz a L1r1s anwa xoowuoom ossl oD ---- --- ------- - - - ---------- - -- - - - -- -- - - - - - - - ---- llVM03°J dO 1N35NOO N0O 3Hl SNVIdIIVME)NINIVI3M1V1NMNEGS LEC55XWHIIIASNBnll'3OVONJd17JSHINW Z__ inOHllMSU3H1001039010SIO f .51�naoad 313M�N00 - -'� NON'1NVdN1HO31OHM NW A3101Md do anrnovJ 3HL wood L71n9, NODWVPF _ £-! 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THE DRAINAGE SYSTEM SHALL CONSIST OF A 4" 0 PERFORATED DRAIN ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. PLASTIC DRAIN PIPE PLACED AS SHOWN OUTLETTING THROUGH THE WALL 2. LEVELING PAD SHALL BE CONSTRUCTED TO THE DIMENSIONS SHOWN FACE USING 4" 0 SOLID PLASTIC PIPE AT 50' O.C. USING CRUSHED STONE OR 2,000 PSI UNREINFORCED CONCRETE. 28" B" MIN 6" MIN 1 fi_MI_N BLOCK DEPTH + 12" SECTION D - D D 24" MIN _� g■ D PROFILE VIEW LEVELING PAD DETAIL - N.T,S 2. DRAINAGE SYSTEM MAY TIE INTO AN ONSITE STORM SYSTEM IF APPLICABLE. 4" 0 TEE FITTING 4" 0 PERFORATED PLASTIC 12" MIN. WALL ROCK DRAIN PIPE �t 'ji 4" 0 SOLID DRAINPIPE WITH LEDGEROCK UNIT RODENT GUARD CUT UNIT TO OUTLET PIPE IF BLOCKOUTS NOT PROVIDED PLAN VIEW (N.T.S.) TYPICAL DRAIN PIPE - N.T.S NOTES; 1. SLEEVE -IT FENCE POST FOOTING SHALL BE USED WHERE POST MUST BE PLACED WITHIN 3-FEET OF THE FACE OF WALL. WHERE POSTS ARE LOCATED 3-FEET OR GREATER FROM FACE OF WALL SONO-TUBES SHALL BE USED FOR POST INSTALLATION. 2. FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE -IT SD-1 ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK UP TO 8 FT, PRIVACY UP TO 6 FT. MAXIMUM POST HEIGHTS ARE GOVERNED BY POST SPACING AND APPLIED LATERAL LOADINGS INCLUDING IBC MINIMUM AND WIND LOADINGS. FENCE CONTRACTOR SHALL ENSURE POST SPACING AND APPLIED LOADS DO NOT EXCEED SLEEVE -IT SD-1 CAPACITY. FENCE POST SLEEVE -IT SD-1 POSITION SLEEVE IMMEDIATELY BEHIND THE TOPMOST UNIT l FILL SLEEVE WITH CONCRETE, SET FENCE POST 1 1.2 UT GEOGRID AROUND LEEVE-IT AS REQUIRED WALL UNIT — TYPICAL POST DETAIL - N.T.S THIS DRAWING IS BEING FURNISHED rme I hereby certify that this plan, specification, or FOR THIS SPECIFIC PROJECT ONLY. 6 (j r CONSTRUCTION DETAILS report was prepared by me or under my direct � ANY PARTY ACCEPTING THIS - TH0 x x AkLL supervision and that I am a duty Licensed DOCUMENT DOES SO IN _ 5 _ ^ v� Al°jet° Professional Engineer under the laws of the state CONFIDENCE AND AGREES THAT IT q --- -___ - ----- DESIGNS 1311 52ND AVE NE of Minnesota. SHALL NOT BE DUPLICATED IN 3 - - - — --- — AM N FRI2ND E WHOLE OR IN PART, NOR "BUILT FROM TFIE GROUND UP" DISCLOSED TO OTHERS WITHOUT IN 2 ' �- -� - - C 0 N C R E T E PRODUCTS* KIN: 1548 CLIFF ROAD E, BURNSVILLE, MN 55337 SEGMENTAL RETAINING WALL PLANS THE CONSENT OF GEOWALL --•'-'--•-" - CO: 1850 WOODMOOR DRIVE SU13 E 201, MONUMENT, CO 8DI32 DESIGNS f A TCC MATERIALS'COMPANY 952 303 4190 Plmj"l No; Cate: stale: sheet No: Kyle A. Huerd, P.E. 'KH 0 25 OCT 2023 RELEASED FOR CONSTRUCTION MR MR © 2023 GeoWall Designs, LLC. I No. Date Revision Drawn Design , Check WWW.GEOWALLDESIGNS.COM 23ODPO33 25 OCT 2023 AS NOTED RW$.0 License No.: 54093