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HomeMy WebLinkAbout3941_001 (002) DESIGNS "B UIL T FROM THE GROUND UP1311 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 SHEET INDEX 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 SHEET DESCRIPTION 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: RW-1.0 TITLE SHEET RW-2.0 CONSTRUCTION NOTES A. LANDSCAPEIWALL CONTRACTOR SHALL BE RESPONSIBLE FOR OVERALL SITE GRADING AND STORM WATER CONTROL,BEFORE,DURING,AND AFTER RW CONSTRUCTION,UNTIL THE PERMANENT RW-2.1 CONSTRUCTION NOTES PAVING AND STORM WATER DRAINAGE CONTROLS ARE ALL IN PLACE AND OPERATIONAL. DAMAGE TO EXISTING RW CONSTRUCTION BY POORLY CONTROLLED STORM WATER DRAINAGE SHALL RW-3.0 WALL LOCATION PLAN VIEW NOT BE THE RESPONSIBILITY OF THE RW DESIGNER. RW-4.0 WALL 1 ELEVATION 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 RW-5.0 WALL SECTION A-A 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 RW 6.0 CONSTRUCTION DETAILS 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. THIS DRAWING IS BEING FURNISHED ._7_ TRIe. 1 hereby certify that this plan, specification, or -- — -- /r TITLE SHEET FOR THIS SPECIFIC PROJECT ONLY. 6 I /' I j( report was prepared by me or under my direct ANY PARTY ACCEPTING THIS -- ----- ---t ----- - `. + supervision and that I am a duly Licensed DOCUMENT DOES SO IN 3 '- — Y—v —�- — — —_I AMCON Proj°a Professional Engineer under the laws of the state CONFIDENCE AND AGREES THAT IT ;DESIGNS� 1311 52ND NE of Minnesota. SHALL NOT BE DUPLICATED IN FRI2ND AVEE WHOLE OR IN PART,NOR __ "BUILT FROM THE GROUND UP DISCLOSED TO OTHERS WITHOUT - - EIACONCRETE P R 0 D U C T S' MN:154N CLIFF ROAD F.,EURNSVILLF.,MN 55737 SEGMENTAL RETAINING WALL PLANS THE CONSENT OFGEOWALL GO:1350WOODMOORURIVE,UITE20I,MONUMENT,c080132 DESIGNS 1 i A TCC MATE RIALS'COMPANY 0 25 OCT 2023 RELEASED FOR CONSTRUCTION �— MR MR KH 952303.4190 Project No: Dale: Scale: Sheet No: - Kyle Hueld,P,E. ©2023 GeoWall Designs,LLC. No. Date Revision Drawn Design Check wWW.GEOWALLDESIGNS,COM 230DPO33 25 OCT 2023 1 N.T.S. I RW-11.0 License No.:54893 13940 u61580 wneJ0 uol9ln8�1 I a1e0 'ON -0ll'su61sa0 6eMoa0 g E6M:'ON a8u8311 0'Z-MN I S'1'N EZOZ 100 9Z EEOdOOEZ woo'sKotsaa�romoao romm ZO ----- ----- ------ -3�d'Wanes'V MAN :O 06 WFoc iie 1 H� 21W 2!W N0110f1211SN00 2l0�03Sb'31321 EZOZ 100 9Z 0 N IOOys .I..e :Oleo ON 1*0)d ---. 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ONLUNM NI 03AONddV 39 11VHS 6 111d 03NIV13H 1,11 ONV 1lld/110S 03NIV13N 31-11 d0 SN313VYV8IVd H1JNBNIS ONV NOI1VOV80 31-l1 SNJIS30 llvM03J Ol imenS IIVHS 8OiOV81NOO ONIOV80 NO 3n11V1N3SANd3N S.NBNMO 31-11 VZ S1IOS 1-11ANOVB V1, S1N3lN3Nin03N IVOINH0310'Z SIVIa31VIN 01 6.0 DESIGN PARAMETERS 6.7 WIND LOADING(ASD) WIND LOAD HAS NOT BEEN EVALUATED IN THE DESIGN OF THE BELOW GRADE STRUCTURE.ALL SPECIAL INSPECTION SCHEDULE 6.1 DESIGN OF THE GRAVITY SOIL STRUCTURE IS BASED ON THE FOLLOWING EFFECTIVE ABOVE FREE STANDING STRUCTURES PLACED WITHIN A 1HAV OF THE WALL FACING SHALL BE PARAMETERS(COHESION ONLY APPLICABLE FOR GLOBAL STABILITY): RELOCATED OR REDESIGNED AS TO NOT APPLY ANY ADDITIONAL LATERAL LOADING. REQUIRED SPECIAL FREQUENCY OF TESTING ZONE DESCRIPTION (11 C. YINSPECTION, ---- COMMENTS: _ 7.0 SPECIAL PROVISIONS REAS: CONTINUOU5 PERIODIC RETAINED SOIL 1 SAND-SM/SP 30° 0 PSF 125 PCF - - - -- - — 7.1 THE DESIGN PRESENTED HEREIN IS BASED ON SOIL PARAMETERS, FOUNDATION CONDITIONS, RETAINING WALLS ---•- ------ -- --- ---- -- — FOUNDATION SOIL 1 SAND-SM/SP 30' 0 PSF 125 PCF GROUNDWATER CONDITIONS, AND LOADINGS STATED IN SECTION 6.0., AND INTERPOLATED -—- - - - -- --- ----�---- -—__- -- ---- - — FROM INFORMATION PROVIDED BY OTHERS. GEOTECHNICAL DATA WAS NOT PROVIDED AT TIME 6.1.1 DESIGN METHODOLOGY:NCMA THIRD EDITION,IBC-2018,AND ASCE 7-16 OF DESIGN. DRAIN TILE INSPECTION SHALL BE MADE OF THE INSTALLATION X PLACEMENT, LOCATION, AND VENTING 6.2 FACTORS OF SAFETY 7.2 WALL ELEVATION VIEWS AND LOCATIONS AND GEOMETRY OF EXISTING STRUCTURES AND TO DAYLIGHT GRADE ABOVE AND BELOW THE WALLS MUST BE VERIFIED BY THE CONTRACTOR, TO MATCH - 6.2.1 EXTERNAL STABILITY: ELEVATIONS SHOWN IN THE CONTRACT DOCUMENTS, PRIOR TO CONSTRUCTION. SOILS MIN.FACTOR OF SAFETY FOR OVERTURNING(GRAVITY)= 1.5 7.3 GEOWALL DESIGNS ASSUMES NO LIABILITY FOR INFORMATION SUPPLIED BY OTHERS SUCH AS VERIFY EXCAVATION ARE EXTENDED TO MIN.FACTOR OF SAFETY FOR SLIDING= 1.5 GEOTECHNICAL REPORT,SITE PLAN,AND WATER ELEVATIONS. EXCAVATIONS X PROPER DEPTHS AND HAVE REACHED MIN.FACTOR OF SAFETY FOR BEARING(THEORETICAL)= 2.0 REQUIRED MATERIAL SUFFICIENT TO 7.4 THE SOIL DESIGN PARAMETERS STATED IN SECTION 6.0 SHALL BE VERIFIED BY THE PROJECT _-- SUPPORT THE DESIGN 6.2.3 OVERALL/GLOBAL STABILITY: GEOTECHNICAL ENGINEER OR SPECIAL INSPECTOR. WRITTEN VERIFICATION OF DESIGN PARAMETERS SHALL BE SUBMITTED TO GEOWALL DESIGNS AND THE OWNER'S REPRESENTATIVE FIELD DENSITY X IN ACCORDANCE WITH ASTM D-6938 OR MIN.FACTOR OF SAFETY FOR GLOBAL STABILITY(NON CRITICAL)= 1.3 PRIOR TO COMMENCING WITH CONSTRUCTION, ASTM D-1556 6.2.4 SEISMIC 7.5 IF ANY ROCK FORMATIONS AND/OR GROUNDWATER (NOT ADDRESSED WITHIN THESE PLANS) IN ACCORDANCE WITH AASHTO OR ASTM ARE ENCOUNTERED DURING THE CONSTRUCTION OF THIS WALL, IMMEDIATELY CONTACT MOISTURE-DENSITY X CRITERIA AS SPECIFIED FOR SUBGRADE, MIN.FACTORS OF SAFETY ARE 75%OF STATIC CONDITIONS GEOWALL DESIGNS AT 952-303-4190 AND THE OWNER'S REPRESENTATIVE. RELATIONSHIPS LEVELING PAD,AND BACKFILL 1-SECOND DESIGN PEAK GROUND ACCELERATION= N/A 7.6 ANY REVISIONS TO DESIGN PARAMETERS STATED IN SECTION 6.0 OR STRUCTURE GEOMETRY 6.3 SURCHARGE LOADING SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. GRADATION X IN ACCORDANCE WITH ASTM D-422 ANALYSIS LIVE LOAD(LANDSCAPE AREAS)= 100 PSF 7.7 ALL PIPES AND UTILITIES WITHIN 100 FEET OF THE RETAINING WALL MUST BE CONSTRUCTED _ _ _ WITH WATER TIGHT JOINTS. VERIFY USE OF PROPER MATERIALS, 6.4 BEARING WALL BACKFILL X PLACEMENT LIFT ANDTHICKNESS COMPACTIONRIOF� 7.8 THE SITE GEOTECHNICAL ENGINEER OR OWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE JJ 6.4.1 APPLIED BEARING FOR EVALUATING TOTAL AND DIFFERENTIAL SETTLEMENTS. _ BACKFILL MAXIMUM APPLIED BEARING PRESSURE=(SEE ELEVATION VIEWS) TESTING MAYBE PERIODIC IN NATURE BUT CONTINUOUS THROUGHOUT CONSTRUCTION AS REQUIRED BY IBC. 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 6.5 FENCE LOADING 8.1 DUTIES OF THE SPECIAL INSPECTOR: WALLS ARE NOT DESIGNED FOR ANY CONCENTRATED FENCE LOADS. SLEEVE-ITS SHALL BE 8.1.1 THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK REQUIRING SPECIAL INSPECTION USED WHERE POSTS CANNOT BE PLACED A MINIMUM OF 3.00'FROM WALL FACE. CONTRACTOR FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. TO VERIFY POST SPACING UTILIZED DOES NOT EXCEED LOAD LIMITS BASED ON IBC LOADING FOR PEDESTRIAN HANDRAILS OR THE DESIGN LOAD,WHICHEVER IS GREATER. 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 6.6 HYDRAULIC CONDITIONS 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. 6.6.1 WATER APPLICATION ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR THE DESIGN DOES NOT CONSIDER HYDROSTATIC WATER PRESSURE AND ASSUMES CORRECTION, THEN IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING WATER IS SUFFICIENTLY BELOW BOTTOM OF STRUCTURE SO AS NOT TO INFLUENCE 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. THIS DRAWING IS BEING FURNISHED T _ nae, I hereby certify that this plan, specification, or FOR THIS SPECIFIC PROJECT ONLY. 6 C131MAIM/7 -L CONSTRUCTION NOTES report was prepared by me or under my direct ANY PARTY ACCEPTING THIS ------- -- supervision and that I am a duly Licensed DOCUMENT DOES SO IN _ AMCON! Pe1°CI Professional Engineer under the laws of the state ACONFIDENCE AND AGREES THAT IT 4 3DESIGNS�SHALL NOT BE DUPLICATED IN 1311 52ND AVE NE of Minnesota. WHOLE OR IN PART,NOR "BUILT FROM THE GROUND UP" FRIDLEY,MN ACONCRETE DISCLOSED TO OTHERS WITHOUT 2 PRODUCTS' MN:1548 CLIFF ROAD E,BURNSVILLE,MN 55337 SEGMENTAL RETAINING WALL PLANS THE CONSENT OF GEOWALL ---- - A TCC MATERIALS°COMPANY CO:1850 WOODMOOR DRIVE SUITE201,MONUNIEW,CO 80132 DESIGNS 0 25 OCT 2023 RELEASED FOR CONSTRUCTION T� - MR MR KH 95z.3u3 alvu Pre}at Nn: Dare; scale: ]7RNW2.1 u: Kyle A.Huerd,P.E. ©2023 GeoWall Designs,LLC. No. Date Revision Drawn Desig n Check WWW.GEOWALLDESTGNS,COM 230DPO33 25 OCT 2023 N.T.S. 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T JW. I I A111181SS300V I 2JOd SUDS d0 d01 - / _ .►.a 30V2JJ32J Ol 2i01OV2J1 N0O �Sb3H10 A 03NOIS30) _ llVM 30WJd31 d3ddf1 '• +► \,�i � �_ # 1 �• � - � d0 NOIlVOOI 31VWIXOi`Jddb' Oh OZ 0 01, OZ llNn 31VOS All r '�i ' ,• 3NIl Ai2AdOW IIVM d0 d01 j •t' :ON3J3l 'ANIM030 311S iVf110V ONV 1N3WN0llV IV1NOZINOH TV NOd SNVld 10VUN00 01 ZI3d3N 'E 'ONIOV31-1 1Vf110V 210d SNVld 10VNiN00 N. y� Ol N3d38 '31VWIXONddV SI 1401103810 MON8V HINON 'Z 'A1NO S3SOdNnd 3AI1Vil19nn SV O3Sf139 I I1VHS ONV HIHV3 310000 A9 031V3H0 SVM NVId 311S 'l, �► ` 310N �. AL 1 i GENERAL NOTES: BLOCK 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(24"H x 28"D x 48"L) 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 BLOCKIBASE 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) O J O rn O fn O rA O rn O rn O fn O fn O J O J O O O O O O O O O R O IX O O O J Q p O p M O O L Q coo 0 H � � o w � z ~ z aim U) z t- z Cn (nnz U w m � w w C9a LU i � m � 00 �I0 � w s la Q A-A F/G AT TOP OF WALL R1 .0 TW EL=975.50-- - TW EL=973.50 TW EL-973.50 - 976.00 __ --__ f 976.00 ---L-T� -3 --2BT�--28T1'-AT 2 T 28T 28T 28T 2 T 28T 28T--28T 28T 28T- RT£---------------- U 974.00 - -- ------------ ------------- - 974.00 w w Lt6. 28T 28T 28T 28T 28T 28T 2 M 28M 28M 28M 28M 28M 28M 28M 28M 28M 28M 28M 28M 28M 28M 28T 28T 28T-'1ZTC w v 972.00 _ - 972.00 Z 28H 2 B '28M• 28M 28M 28M 28M 28M 2 M 28M 28M 28M 2 M 28M 28M 28M 28M 28M 28M 28M 28M 28M 28M 28M '728M 28B 28H - Z 0 970.00 _ 970.00 0 Q 968.00 28M 28M 28M 28M 52M 5 M 52M- 52M_--62M---628 52B_ '52B 52B 52@ 52B---W--52B-- 526 -52B 52B 52B 28B 968.00 a 966.00 52B 52B 52B---62B---526- 5 B - 52B 52B J w BW EL=969.50 I 966.00 I f BW EL=969.50 w 964.00 F/G AT BOTTOM OF WALL J BW EL-967.50 J 964.00 - BW EL=965.50 MAX.APPLIED BEARING=2,500 PSF RL MIN=NIA(GRAVITY) (WALL FACING:LEDGEROCK 4.8°) 1 1 , r�T. . . 1-ram r� �-r r r-�-�- r r r���-1-r-gym F r T r, rice- i r rr�-r-rT r��-r-r-rt-r� �-r�—r rr-rr I 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 T True: I hereby certify that this plan, specification, or FOR THIS SPECIFIC PROJECT ONLY. 6 — (�'1.I4�v ieA 4a WALL 1 ELEVATION report was prepared by me or under my direct ANY PARTY ACCEPTING THIS -- -- — — — ________________ __ ____-- supervision and that I am a duly Licensed DOCUMENT DOES SO IN AMCON a Professional Engineer under the laws of the state CONFIDENCE AND AGREES THAT IT 4 DESIGNS 1311 52ND AVE NE of Minnesota. SHALL NOT BE DUPLICATED IN -3- ------- ------------- ---- --------- -- FRIDLEY,MN WHOLE OR IN PART,NOR 3 'BUILT FROM THE GROUND UP" - --------------------- ---------- - -------- -- --- --- CON C R E T E PRODUCTS' DISCLOSED TO OTHERS WITHOUT 2 MN:1548 cues ROAD s,nuRNsv1LLE,MN 55337 SEGMENTAL RETAINING WALL PLANS THE CONSENT OF GEOWALL - ----- - —'_"— A TCC MATERIA&COMPANY CO:1850 WOODMOOR DRIVE SUITE 201,MONUMENT,CO 80132 DESIGNS 1 —_— 952303.4190 pMoled No: Dab: Salo Shoat No: . 0 25 OCT 2023 RELEASED FOR CONSTRUCTION MR MR KH I Ky%A.Huard,P.E. ©2023 GeoWall Designs,LLC. No. pale Revision — Drawn Design Check WWW.rEOWALLDESIGNS.COM 230DPO33 25 OCT 2023 7"=10' RW�.O Lk ma No.:54893 WOJ'SNOI53(I'1"IVM03O':11.M11M 13840 uBlsaO umei0 uolslnaa glee 'ON •011'SuBIsea imm000£ZOZ OQ £6909:'ON asuaorl O'9-MLI I S= L EZOZ 100 SZ ££0d00£Z —— -- — — —---- -- A 'pjanH'VaIAN H)I HA HIN NOI10f1NiSNOOHO=l03SV3138 £ZOZ1009Z 0 :oN 4-4S :.We :8480 :ON�b 061t MZ56 _— __HIN---- SN`JIS30 Zf 108 OJ'SN3WnNOW'10Z 3.L12S 3AINU Boowu0OM 0591:00 ANtld WOJ.Sltl1a31tlW 991tl _� __ —___—_____—._____.____—___—____.___—___—___ - llVM03E)d0 1N3SN003H1 SNYldllVMJNINIV13a1V1N3WJ3S LEC55XW31lIASNBOII'30V08Jd17JSHI NW I _ __ _ _Z_ inOH11MSU3H1001039010SIO d .S10fla0ad 313210N00 , „ n anrn ovo 3H.c wou1svn e„ 1 — £ LION'laVd NI a0 31OHM NW'A3101ad NODWV ----- NI 03 3 011d IN 3910N llVHS UNOD •elosauulW;o 3N 3AV ONZS LLEL � I _ ___ 4 lI lVHl S33LlJV 0NV 30N301dN00 a�els ay;;o sme ay;Japun�aawBu SI�IJISSQ I 3lauolssa;wd pasueoll �Inp a we I IeyL pue uolsltiadns 9 SIHl 0NI0 d300V ki8Vd ANV -- panp /w japun 0o aw Aq paJeda�d sem podai � —� ' -- -- — - 03HS N2 ni DN139ISI E)NIMVNO SIHl jo 'uopeoyloads 'ueld sly; layl A poo 6gajay I V V N011035IIVM Gnl /^ L 01NOVd N31lld N3AOM-NON ao b llld 1Vaf11ona1S/mIS-NI (00'0£'V1S-w IV L IiVM:inn N01103S) (MJ-13AVaJ)OVd ONI13A31 `d- `d NOUO3S ll`dM (dS/WS ONVS) L 110S 03NIV13a (dJ 13AVaJ)31V03NOOV 3JVNIVNG SNOIIVONMINOOM Sa33NION3 -OVd ONI13A31 3NO1S 03Hsmo a0 110S 318V3Wa3d MOl 1VOINHO31030 aid 03NVd3Nd 30V E)-Bf1S 313NONOO 030NOdN13NNn,.b9 X.,9 ON3J31 J (S 31ON 33S)3dld NIVaO J? - - - -- -- ---— F 09'996=13 M8 (AZ:HL)NOIIVAVOX3 8Z5 d0 S11WIl 31V"lXONddV 1— ,/ 8 Z5 ('dkL 3dOlS 1Vld) IIVM d0 W01108 J/d 'p' ,00'0 L i - W8Z ------ (d -l3AVaJ) 'WMISAS 11VM (dS/W J S-ONVS) �' JJVNI NIW,ZL JNINIV13a NOOWM 3H1 NO SWIM 1VNOIl100V a0d NOlIVV4NWNl S�amnioVdf1NVW 33S B L110S03NIV13a - -t W8Z 31VJ3aJV 3 'IIVM JNINIVl3a NOOWV I -- -(N311V8 o9'b) 3H1 d0 NOV8 3HI d0 X NIHIIM IN3WdU103 JNIAVd 80 NOIlOVdW00 AAV3H ONI89 ION 00 'L yA a Z 11Nn XOON3J031 Saf1000 3JVd33S 383HM ---------- ---- 09'SL6=13 Ml SNIV80 IVN0111(10V 30V1d 0NV 3JVd33S 3AI10V NOd S3dOlS NOIIVAVOX3 103dSNl '9 ('dA13dOlS 1Vld) '0'9-Ma/Z 1IV130 33S'IIVM JO SON3 MOl lIOS 3CdAl 3dOl IV „9 CNV '0'0 ,009 IV 30Vd IIVM HEMONHl a0 3JVNIVaO 3IISNO OINI 131If10 '3JVNIVNO OINGVd N31llJ N3AOM-NON 700 3AIIISOd HIM 3181SSOd SV MOl SV 0311V1SNI 3dldNlVN0 G31VNOJH3d 031MJf NNoo..ti 'S 'HKIV8.9'b 3HI JNISf1 S11Nn„Z9 V..9Z NOOa30031 :NOOWV HIM 031onNISNOD 38 11VHS ONV IIVM Al1AVaJ V SV 03NJIS30 $I IIVM 3HI 'b A1.IHVlO HOd NMOHS ION N0I103108d IIVM. '8010Va1N00 3HI AS 03MINN3130 SV SN01110NO0 O131d HO1VW ONV SNOI1V1f 93a VHSO A8 03NIW83130 38 IIVHS S3dOlS 901S ONV S11WIl 1Vf110V '03WO38 SI 1f108f1S 383HM S31NVA NOIIVAV0X3 d0 SIIW11 31VWIXO8ddV '£ 'A11SN30 a0100ad 08V0NV1S%96 Wf1WINIW V 01031OVdW00 38 IIVHS llld 1V8f11onUS 3H1'AIIOVdVO JNINV38 03aU103a 3HI 3A31HOV 01 llld 1Vaf1lomis 031OVdW00 318V11f1S HIM 3OVld3a ONV a33NION3 1VOINH03I030 311SNO 3HI A8 03aU103a SV If108f1S'ONnOd 38V nos 319V11f1SNn 3a3HM'NOIIVAV0X3 NOdn Z 'A13A1103dS38 NVId 311S ONV NVId NOUVA313 3H1 Ol 0NIOa000V AaVA SUO1S MOMS ONV'S3dOlS 301'SNOIIVA3l3 'SIH9I3H IIVM 3HI 'NOII03S IIVM 3AI1V1N3S38d38 V SI NMOHS N01103S 3H1 'L :S310N I`d33N3J NOTES: NOTES: NOTES: 1. FOUNDATION SOILS SHALL BE APPROVED BY THE GEOTECHNICAL 1. THE DRAINAGE SYSTEM SHALL CONSIST OF A 4" 0 PERFORATED DRAIN 1. SLEEVE-IT FENCE POST FOOTING SHALL BE USED WHERE POST MUST ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. PLASTIC DRAIN PIPE PLACED AS SHOWN OUTLETTING THROUGH THE WALL BE PLACED WITHIN 3-FEET OF THE FACE OF WALL.WHERE POSTS ARE 2. LEVELING PAD SHALL BE CONSTRUCTED TO THE DIMENSIONS SHOWN FACE USING 4"0 SOLID PLASTIC PIPE AT 50'O.C. LOCATED 3-FEET OR GREATER FROM FACE OF WALL SONO-TUBES USING CRUSHED STONE OR 2,000 PSI UNREINFORCED CONCRETE. SHALL BE USED FOR POST INSTALLATION. 2. DRAINAGE SYSTEM MAY TIE INTO AN ONSITE STORM SYSTEM IF 2. FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE-IT SDA APPLICABLE. ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK UP TO 6 FT, PRIVACY UP TO 6 FT. MAXIMUM POST HEIGHTS ARE GOVERNED BY 26 POST SPACING AND APPLIED LATERAL LOADINGS INCLUDING IBC MINIMUM AND WIND LOADINGS. FENCE CONTRACTOR SHALL ENSURE 6"MIN - 6"MIN 4"0 TEE FITTING 4"0 PERFORATED PLASTIC POST SPACING AND APPLIED LOADS DO NOT EXCEED SLEEVE-IT SDA r ` 12"MIN.WALL ROCK DRAIN PIPE CAPACITY. 6"MIN I- - — BLOCK DEPTH+12" SECTION D-D - -" — 1 FENCE POST - —SLEEVE-IT SDA D POSITION SLEEVE IMMEDIATELY BEHIND 1 I' THE TOPMOST UNIT — FILL SLEEVE WITH CONCRETE, I '' 4"0 SOLID DRAINPIPE WITH SET FENCE POST --�— �_ GEOGRID AROUND LEDGEROCK UNIT � RODENT GUARD 24'"MIN_ 60 L CUT UNIT TO OUT PIPE IF D • SLEEVE-IT AS REQUIRED BLOCKOUTS NOT PROVIDED WALL UNIT ------ I_ PROFILE VIEW PLAN VIEW (N.T.S.) 1 LEVELING PAD DETAIL-N.T,S 121 TYPICAL DRAIN PIPE-N.T.S 131 TYPICAL POST DETAIL-N.T.S THIS DRAWING IS BEING FURNISHED 7 \ Tme 1 hereby certify that this plan, specification, or FOR THIS SPECIFIC PROJECT ONLY. 6 j� CONSTRUCTION DETAILS report was prepared by me or under my direct ANY PARTY ACCEPTING THIS ) )�0,\ \1> 'L supervision and that I am a duly Licensed DOCUMENT DOES 50 IN _5 _ _ _ _ ____ �_ n'°'°" Professional Engineer under the laws of the state AMCON -- CONFIDENCE AND AGREES THAT IT 4 y — — DESIGNS 1311 52ND AVE NE of Minnesota. SHALL NOT BE DUPLICATED IN •—"• FRIDLEY,MN WHOLE OR IN PART,NOR 3 "BUILT FROM THE GROUND UP" DISCLOSED TO OTHERS WITHOUT 2 "—" —� ACONCRETE PRODUCTS' KIN:1548 CLIFF ROAD F.,13URNSVICLF.,MN 55337 SEGMENTAL RETAINING WALL PLANS THE CONSENT OF GEOWALL --- - - ----- ---- ----- ----- CO'1850 WOODMOOR DRIVE I,,BUR S MONUMENT,MN553 C08D 132 DESIGNS f A TCC MATERIALS"COMPANY _._-- ---- ---- -- --9 -- 0 25 OCT 2023 RELEASED FOR CONSTRUCTION MR MR KH 452 303.4190 PropclNo: o"i": scale: sn""�No: Kyle A.Huard,P.E. ©2023 GeoWall Designs,LLC. No. Date Revision Drawn I n Check I WWW.GEOWALLDESIGNS.COM 23ODPO33 25 OCT 2023 AS NOTED RW-6.0 License No.:54093