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NOTES: BOULllER STACKINU DETAIL DI2AINAGE STONE SPECIFICATION: � <br /> I. THI: SECTION SlIOWN REPRESGNTS 7YPICAL CONSTRUCTION POR THE DRAINAGG STONE SIIALL CONSIST OP CLI:AN I" CRUSIII;U <br /> 2q'D S"iCJN6(PHI 40°)MEETING THE FOLLOWMG CRADATION: <br /> IURGFNSON R6SIUENCE 60ULDGR WALL AT 2650 COUNTRYSIDE DRNti WEST.THG M�N� TOP BOULDER <br /> WAI L HEfGHTS,GLEVATIONS,FlACK SLOPES AND�iOE SLOPES VARY AS Sf IOWN ON (SF.H NC7CE 5) SIEVE SI7_G� %PASSMG <br /> ll I11 SITF PIAN AND ELEVATIONS PIANS RESNECTNELY. 30"D <br /> 1" IW <br /> 1 iPUN FJCCAVATION,WHIIR[UNSUITABLL SOILS ARE POUNU,SUBC:UT TO[1FPTI I H=S' 30"D 3/4" 10475 <br /> "U" AS REQUIRGU iU ACNIEVG TIIG REQUIRED BEARING C:APACC�Y. IIIE Na 4 Od0 <br /> STRUCTI�RAL FILL SIIAI.L BG COMPACTGD TO A MMIMUM 95% STANDARi� DFPTH(D)TOHEIGHT(H) Na.50 0-5 <br /> 30 �� STACK TOP TO 60iTOM <br /> PR(X:iOR DENSlTY. AS PFR 60ULD�R DGI'TH <br /> 30, FREE DRAININ(3 SAN�> IS AI.SO ACCEPTAI�LF I�OR Tl1E <br /> 3 APPROXIMATE LIMITS OF [X(:AVAT[ON VARII:S WIIERE SURCUT IS REQUIRED. SC{IEDUIF(SEfiNUTG46) DRAINAGEMATFRIAI.. II MUSiHAVE�10%FWESPASSWG'i11G <br /> ACTUAL LIMITS AND SIUL SLOPES TO 6L D[TERMINFD BY CONTRA(:TOR ANU NO-200SIEVF- <br /> MATCI I FIHLD CONDITIONS AND OSI IA RF:GUTATIONS <br /> 4. (A)-�116 MWfMUM ROULUER DGPiH(D)IS A fl1NC"iION OF TlIE OVERALL WAI�_ <br /> i iricnr ns sNown�w rEiE�oui�eR oe�TF�sc�E�Eout-s.(n)soui�ees sFu��ets BOULDER DEPTH SCHEDULE: RETAINED BACKFILL SPEC[FICATION: <br /> TI IE SAMG DEI'TFI hROM TOP TO ROiT<�M AS PER THE BOULD6R DEPiH SCHEDULH WALL HEIGNT(H), MWIMUM BOULDER DEI'TH(D): <br /> AN[�NOTRHDUCEDINDEI'TIIASROIII_DERSARESTACKF.D- IiFTAINEI�PACKIIII_SHALL[tI>IRIiE OF DEBRIS(�R URGANIC <br /> 0-4' Z7" MATERIAL MIlETMG��I16 I�OIlOWING GMI�ATI(�N (PIT RPN <br /> 5 A SMALLER BOULDER(24"MIM MAY BG USLD AS A TCIP ROULU6R fOR PINISHED 5' }0" SAND(PHI 30°): <br /> GMD[NG CURPOSHS- 6' 33" <br /> 7� ;g" SIEVI>Sl7_G: %PASSWG <br /> o. Tk16 BOULDERS SHALI. Rli PIACED T(�AVOID CONTINUOUS JOMT PIANFS IN � �� <br /> VFRTICAL OR LATERAI.DIRf?CTIONS. IiACII f30ULDFR SIIAI L REAR ON 7�V0 OR 3/4" 100-75 <br /> MORE ROCKS B[L.OW IT,W[TI(GOOD FIAT=iU-RAT CONTACT. N°-4 �� �� <br /> EMBEUMENT DEPTH SCHEDULE: No40 `� `� <br /> 7. COMPACT ALL SOIIS PIACED REHINU TI I[DRAINAGE ZONE TO 95%STANDARD N<�_200 �-�5 <br /> PROC'TOR UENSITY_ T06 SLOPL MIN.EMBfiDM6NT DEPTH(E)- PIAS"�IC17Y W DI:X(Pp�70. <br /> 3:1 24' <br /> R TIIE MINIMUM EMB6DMENT REQUIRED 0;)IS Sk10WN PN EM6FDMGNT DE7�H 35:1 ZQ• <br /> SCHGDULE. S[T�PIAN SHOWS NO TOE SLOPE,THUS MINIMUM FMBEUMENT IS 12". 4.� 18• <br /> CONTRACTOR SHALL FIflLD VF.RIhYTOE SLOP6 AI.ON(;ENTIRG WALL. 4.5�.1 l7" <br /> 9. IFSII(3CUT IS RIiQU[RED I'i IS LIKELY TO L•NCROACII UN THF.I_1 INIIUENCF AT 5'� ��� 1650' <br /> Tl l6 ROT7�OM OF DECK FOOTING.SIIORING MAY I��RHQUIRI3D TO SUPPORT THE S�5� �� <br /> 6:1 14" 8"LOW PERMEA6L650II. <br /> DGCK DURWC WALL FXCAVAT[ON. THE WALl HAS NOT[3EEN DESIGNED TO � <br /> 6.S:1 17' <br /> SUPPORT ANY LOADING APPLIEP BY THE DECK. <br /> <7:l 12" CONTROLLED FILL <br /> 10- UO NOT BRING Hk�AVY COMPACTION OR PAVING I3QUINMENT WI7HIN 3'lJP THH - �- �� <br /> RACK OP THE PROPOSED RLTA[N WG WALL 2 5 MI �� � I <br /> L� APfROXIMATELIM�TS z <br /> I I. DURING WALL F.XCAVATION,6ENCHCUC AS REQUIRED TO FACILITATG 6ACKI=[l L 24"MlN � � (�I I.XCAVA'1ION <br /> ..� ' ' � —J .� <br /> OP�RATION AND BOND RFiWEEN MSITU MATERIAL.AND 6ACKFILL MATEktiAL. �� � I� <br /> � � <br /> 12- THEROULUF.RR/ALLSAREUESIGNtiUASG2AVITYWAI.IS: 12"DRAINAGHZONE RfiTAINEDSOIL a <br /> MINIMUM SAF6-IY FACTOR POR OVERTURNMG IS (l"CRUSI IEU STONE) � <br /> r--I a <br /> MINIMUM SAFFIY FACTOR POR SLIDWC 19 — ��" <br /> — � FWISHEDGRADE 807.P11TER � �' <br /> IS" I ¢ <br /> I3. PIACG A 4"DIAMh-iER PH2PORATED CORRUCATEf� DRAINPIPF.WI2APPI'-D W-illi PARRIC I� <br /> (;H<)TEXI[7 P.PARRIC WSCALLIiD WITH P(�SITNIi I�RAINAC�E.(�P�fl Gl-TI IRI I I'ACH Fa POOL DECK �� -- X <br /> ]0�(?C.ANIV��RIDWPOWlSALONGWAI.L - � I �� <br /> HI�NCH CUT � . �c�.. <br /> . � " (2'X 2') J �S[F NOTE 3 <br /> / Q <br /> \ / ���� ) �:�.. \ / � I <br /> ,.E,. � / l I A / I �� I <br /> NOTES: �� � � /� I <br /> � � � �__ <br /> III-G;(PVJGI�WAII_fiEIGHT(6'MAX) � �L—�---- � � � � <br /> kl-[XPOSED WALI-I IEIGI IT+EMBEDMENT � <br /> 4"DRAINPIPE(SEE NOTF I7) �SUB(:UT(S6G NOTE 2) <br /> TYPICAL BOULDER WALL SECTION A-A <br /> CUI'YRI(:HT(.)20 t I-N 13 BY CIVIL UESIGN PROFESSIONALS <br /> ,d¢� �e, I 6�r�LY«r�ifY��a�d�l:pla��,��.r�iG�a .rFwrt w+:pr<p.r�d Ly <br /> a.im r... nm�<,.�io�t+o u„���.,� <br /> ,� o-�. n�.,.�, er SRS JORGENSON RHSIDENCG 84e3 ,,,.�,,,���d�.mv di..«,���xn,.�o�����J a���I.���.d�y�L�.«,,.a <br /> CIVILDESIGN ' LONGIAKG,M[NNESOTA P.�l�..�o��,l[��R�.��..��� �6elnw.�(rh�s�,r��fM�����.��<a <br /> P R O F E S 5 I O N A L S ; ���4 ��� ��� ,,,������ <br /> mo N 5 �i 1e�i; WALLSECTION A-A '"�3 a�m <br /> m.e,.�,.o...o�.e..,.�.�..�,.o oU�,...��.e�.�. 6 <br />