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2002-7614 TE (Plans) (3 z z � O _O o N f. 3 (m'1 1 R PAIRS TO LOWER AND UPPER B UF H o z OD U O m ED U a Lq L- '� w z w N M i W o m W � � PREPARED FOR: z z sw W z � a J O Cn DR . LEN � o 828 NEP TUNE AVENUE . z 11-10 -J W =) O W Q:_1 Cn �ENCINITAS , CALIFORNIA W C)U QEtOF ESg�ON �r���p• Mq,rjO��Fy No. C. 16459 z ;`54 M _ABBREVIATIONS: EXP.6E30505 A.B. ANCHOR BOLT INS. INSULATION �T9TF F CAUFO���P A/C AIR CONDITIONING INT. INTERIOR AGG.. AGGREGATE JST. JOIST ALI. ALTERNATE KPL. KICK PLATE APX, APPROXIMATE KIT. KITCHEN A.D. AREA DRAIN K.O. KNOCKOUT �ppCPplP A.S. ASPHALT L.B. LAG BOLT Bwp A.S. ALUMINUM SLIDING WINDOW LAM. LAMINATE (D) BM. BEAM L.H. LEFT HAND BIT. BITUMINOUS L LENGTH BLK'G. BLOCKING LW. LIGHTWEIGHT BLDG. BUILDING LW.C. LIGHTWEIGHT CONCRETE B.U.R. BUILT UP ROOFING L.L. LIVE LOAD S C.O. CLEAN OUT LVR. LOUVER C.J. CEILING JOISTS LPT. LOW POINT T �ROS� 4 Li CJT, CONTROL JOINT MAX. MAXIMUM �C Ld CORR. CORRUGATED MIN. MINIMUM CFL. COUNTER FLASHING MTL METAL CFT CUBIC FOOT MMB. MEMBRANE CYD CUBIC YARD MWK. MILLWORK SPECIAL CONDITION NOTES Z V ry CLG. CEILING MISC. MISCELLANEOUS(N) CLR. CLEAR (N) NEW C.M.U. CONCRETE MASONRY UNIT N.I.C. NOT IN CONTRACT. �0 DBL. CONCRETE N.T.S. NOT TO SCALE 1. The proposed seawall shall conform as Closet to the natural 'a C, pPPH�� DBL. DOUBLE 0 OVER P P y y 1 DET. DETAIL O.C. ON CENTER 111 DIA. DIAMETER O.D. OUTSIDE DIAMETER Contour of the bluff as possible. DIAG. DIAGONAL O.H. OVERHANG - 2. No local sand, cobbles Or shoreline rocks shall be used �� D.F. DOUGLAS FIR OPT. OPTIONAL for backfill or for all other purpose as construction material. 0 ' D.H. DOUBLE HUNG WINDOW PKT. POCKET DOOR Y P P O DR. DOOR P/L PROPERTY LINE Disturbance t0 sand and intertidal areas Shall be minimized 0 OM�1S D.S. DOWN SPOUT P.T. PRESSURE TREATED m extent maximum (E) EXISTING P.T.D.F. PRESSURE TREATED DOUGLAS FIR t0 the max EA. EACH PWD. PLYWOOD 3. Any existing permanent irrigation systems located within ELEC. ELECTRICAL R.W.L. RAIN WATER LEADER IC se the geologic tback area 40 feet from the bluff edge) EQ. EQUAL REF. REFER I g g EXT. EXTERIOR REG. REQUIRED shall be removed Or capped. F.F. FINISH FLOOR R RAFTER 4. All runoff from impervious surfaces On the site shall be \L FLSH'G. FLASHING REG.EG. REGISTER p gPS FLR. JSTS. FLOOR JOISTS RE. REINFORCE (D), (ING) collected and directed away from the bluff edge towards 5� FLO. FLUORESCENT RET. RETURN F.O.S. FACE OF STUD R.A. RETURN AIR the street and shall avoid ponding In the pad area. T FNS. FASTEN, FASTENER REV. REVISION (S), REVISED 5. The SBOWaII Shall be colored and textured, t0 the extent HENA ST VICINITY MAP F FENCE R.D. ROOF DRAIN F.A.A FIRE ALARM RFG. ROOFING possible, the surrounding bluff areas. Coloring of the seawall F.E. MIRE EXTINGUISHER RM. ROOM _ will be performed using PERMEON coloration system. F.E.C. FIRE EXTINGUISHER CABINET R.O. ROUGH OPENING NOT TO SCALE F.H.S. FIRE HOSE STATION S.C. SOLID CORE 6. No staging of equipment OY materials Shall OCCUr On Sandy FPL. FIREPLACE S. CL. SELF CLOSING beach or public parking areas. During both construction and FP FIRE PROOF SHT'G. SHEATHING FLX FLEXIBLE SCHD. SCHEDULE the removal stages of the project, the permitee and Or - FLR FLOOR (ING) SNT. SEALANT contractor shall not store any construction materials Or Waste W FD FLOOR DRAIN SEC. SECTION FND. FOUNDATION SIM. SIMILAR where it will be Or COUId potentialy be subject to WOVe erosion FIG. FOOTING SKL. SKYUGHT and dispersion. No machinery shall be placed, stored or LZLI FR. FRAME (D), (ING) S.P. SOUND PROOF otherwise located in the intertidal zone at an time. FBO FURNISHED BY OTHERS SPEC. SPECIFICATION (S) y FUR FURRING SQ. SQUARE 7. Construction corridors shall be located in a manner that has Q FAT FUTURE STD. STANDARD TRUCCTURAL the least work, impact p oved access it and along the shoreline. SHEET 'NE EX• 0 W GA. GAUGE • S. No work, unless approved b the City of Encinitas and GA.LV. GALVANIZED T&G TONGUE AND GROOVE - PP y y Y 1 z C•F•L GROUND FAULT INTERRUPTED CIRCUIT T.P. TOP PLATE the California Coastal Commision staff, shall occur On the beach G.L.B. GLUE LAMINATED BEAM NP• TYPICAL (IN OTHER LOCATIONS) between Memorial DO weekend d Lab Da of an ear. Q G.S.M. GALVANIZED SHEET METAL TEL TELEPHONE y weeen an or y y y GD. GRADE THR TOP OF SLAB " e COVER SHEET �✓ D z O (''L. GRAVEL TOL LJ HBD. HARDBOARD U.N VERTICAL �. SITE PLAN M HDW. HARDWARE T. HWD. HARDVIOOD U.N.O. UNLESS NOTED OTHERWISE � HTG. HEATii,G VERT. W UB HVAC. HEATING/VENTILATING/ V.B. VAPOR BARRIER N Q AIR CONDITIONING VNR. VENEER The work shown On these plans reflects an Emergency V / DO U HT. HEIGHT V.G. VERTICAL GRAIN 3. PROFILE SECTION A- A HB. HOSE 818 VIN. VINYL Permit as approved by the State of California Coastal H.D. HOLD DOWN w/ WITH Commission, The applicant will submit a major use ry z " H.C. HOLLOW CORE WSC WEATHER PROOF HT. DP. HOT DIPPED WSCT. WAINSCOT permit in October 2002 for processing q Of required < w D Q HDR. HEADER BEAM W7\N WALL TO WALL discretionary permits. Failure t0 submit and pfOCBSS the 4, SECTIONS AND DETAILS LOWER WALL � � O z I.C.B.O. INTERNATIONAL CONFERENCE OF W.C. WATER CLOSET BUILDING OFFICIALS WIN. WINDOW permit in a timely manner will subject the property owner I.D. INSIDE DIAMETER WD. WOOD to potential code enforcement action by the State of 5 _ . SECTIONS AND DETAILS NOTES � , Z California and the City of Encinitas. — " / DFESSdA/ UPPER WALL FILE N0� 6. SECTIONS AND DETAILS NOTES — Y`' ONAL6 `�� PROJECT ti Q s c z-17-°0 l Z 01-001 -3H5 ` * UPPER WALL — SH OTCR ETE WALL REVISION Okun-01 CP FV%V OF p��fT�1` REVISION C �3-8-02 REVISION REVISION EV ION AP V D DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGN BY: DRAwN BY: CHECKED BY: 012-B-°z APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. oESCNeBY: �Go'�1'-F- Rom H Rom RH OJr DESCRIPTION: SAN DIEGO COUNTY VERTICAL CONTROL _ PLANS PREPARED UNDER THE SUPERVISION OF: RECOMMENDED APPROVED REPAIRS TO LOWER AND UPPER 9LUFF cHECKe° sr: MONUMENT N0. O.C. 141. muP r r1�� Q� hG� ROM LOCATION: LOCATED ON EAST SIDE OF HWY 101, HORIZONTAL: AS SHOWN �GLJ °E� °� Q Y — > DATE: 9/16/02 AS'i3UILT II. t 150 SOUTH OF THE CENTERLINE OF EL G.E. NO.: 554 DR. LEONARD OKUN — 828 NEPTUNE AVE., ENCINITAS 7614—TE PORTAL STREET IN THE CITY OF VERTICAL: AS SHOWN BY'D' EXPIRATION: 6 30 05 BY: BY: 0 ENCINITAS. - RECORD FROM: C.S.D. VERTICAL CONTROL DATE: i f ROBERT D. MAHONY, G.E. D E: 4 63 DATE: 111 y 10 3 WORK PROJECT NO. 01 -001 SHEET 1 OF 6 ELEV: 63.913 M.S.L. DATUM: U.S.C. & G.S. `! �03 k z C CU O / I I 90.8 1= m r I 92.8 O k 7 I E- N Z ' (n o v / k r1'M�9 oncrete � w a Wt CU o I # W t 32.4 0 33. '\ ( 8 BUILDING FOOTPRINT 190'6 Q M EAWA L k _ , BROWN RESIDENCE Ik Li J ¢ o ( BY ❑ HER - ,' � °� 92.6 836/838 NEPTUNE AVENUE j / 7 6 (UND R S PARAT _ o y� z x Z { k, PER IT) rC � k I W z a 0 34'0 / k k k I h 77 ROCks I 35.4 l �off,' C ALL vT5 q1►s� TD — — — — z r OWN 1 ' — ---- z o k v. . Qz k J � 0 _ Ld Of } 3 35.4 +1 ltTF W II Wall 9 O z � � } T RLY PR ONGA ION � 7.2 � - } } THERLY VINE — — — �\ T1 CD " I o ° REINFOR D CONCRETE W O ( \ s 3 # AB 10') 100'x6" THK. CJ 2 I T3 # SfI! L B NSTRUCTED }, I ��fo• �\ // \ AB ALL T1/T2 92. 7 LOCKWOOD-& H #11 } C T E�IC ROCks 5 1 o k 92.7 RING QEtOFESS7p�� \\ k S P T C E C C , _ ��o MA yQ 4 � 1 \ I — . . — . . — . . — . . — . . s — —� CKWOOD -SING 9 h w 30•� I 3 # 0, '`r, f� `�Z'sa ----- 1 9 . 7 ORING 2 8 No. C. 16459 Z ` I k k LJ No. GE 554 n } #10 37 6 L 0 D IN H / I 97.6 *�EXP.6-30-0��* ORIN T1 T N s WAL 1 BtfiLDl'f\1G FTTOTPF�INT k t>�`gG 3Q — A R 1 G 2> ROW 9 , - 9p E(5(E kLOCK SIN TI N > ❑w OKUN RESIDENCE \� z FOFCA �F°� \ \ EAWALL #9 I IC L P R ANCHO S fTl a \ WER BLU B G T 828. NEPTUNE AVENUE T # CTION STEM W � } \ a #8 $ C z ` \\ o a B 0 10 - +- T1 2 M o 1I O \\\ Rocks ° _ ° H= Y z D Q r a #6 \ T1 2 FT1 #6 % cj . 3 1 cep 3 #5 �1�irts k m \ Q 1 G- , " % Yk— — T1/T2 92.8 91•8 LLJ C� °ks # 3 #4 r /� lyG > 1 LO AT I N OWE 1/T2 BLUFF ROTE( — 7,8 k 2.2 2 # ,2(p, 4- SEAWAL T1 TIEBACK LOCATION FOR cks T1 / 1/T2 UPPER BLUFF Concrete I k } I - I \ 0 i T #1 -1— A PROTECTION k i 91.g C I_LJ 5.6 # w I _ 92 \ k t T1 o F k g2 _AppR"XtM*;l`f_ r 3 . . TIEBACK d 3 C \, ESTERLY PRO N TIN Sfr PPER BL 1 NORTH LY L Q SHO CRETE WAL x LOCATION FOR I 97 6 W } ( � APP ❑X. 14 WI E ND N r' — � S OTCRETE WALL - -------- -, t_� LL_I W W ~ 8 -O k 9 . — . . — . . _ ------ I i 9j•9 0 W 9 S 8 L z 91.8 I LL I p z z C BUILDING FOOTPRINT SORICH RESIDENCE, Crete o° M 00 816 NEPTUNE AVENUE Q Q k \ > � UPPE BLUFF b1.6 (� 0 ETAI I 97.7 oks O\ k Z v (n (UNDEF PA AT Q W ::D Q \ 44 \\ PE I ) k I y 1 - ROCks _7 �. k 91.9 11 1 LL z Q4pfESStp�j� I 1 3.3 — — — 64.6 — — — ' — . . — . . I k W W 9 7.7 ; FILE NO. y Q Sp 2 ®RRBP9SE-& SEAWALL \ o°k k k I DATE co < (UNDER SEPARATE \ I PROJECT z-n-o0 3005 # PERMIT) — — — _ I DWG. No. 01-001 9 civil �� 4.4 ,{�s REVISION okun-02 OF C _ 20 REVISION ' - ---_--.—_ 0 3-0-D2 � hENS10N TOPOGRAPHIC MAP OF © 4-6-02 NOTE: 1 LAND - BLUFFS REVISION I STATE THAT THIS DATA HAS BEEN PRODUCED �� 3G E N C I N I T A S iz-e-o2 THIS MAP WAS PREPARED USING PHOTOGRAMMETRIC COMPUTER 5 'p DESIGNED BY: BY ME OR UNDER MY DIRECTION IN '� L BENCHMARK RH AIDED DRAFTING TECHNIQUES. i FORREST L. F FOR CHECKED BY: CONFORMANCE WITH THE REQUIREMENTS OF U IN OPEN, UNOBSTRUCTED AREAS THIS MAP COMPLIES WITH _ YOUNGS THE CALIFORNIA LAND SURVEYOR'S ACT o BCD 0 20 The benchmark used for this lat is San Diego RDN NATIONAL STANDARDS FOR MAP ACCURACY. IN AREAS OF (CALIFORNIA BUSINESS AND PROFESSIONS x County Vertical Control Monument No, O,C. 1419 SAIL ENGINEERING C�NST,, INC. 5 AS guluT 11 A.04- DENSE VEGETATI❑N WHERE THE GROUND IS OBSCURED FROM VIEW, CODE SECTION 8700 ET SEQ.). Lic No. 5363 PLAN SCALE 1 = 10 CONTOUR INTERVAL 1 FT, 9T = located on the east side of Hwy, 101, 150' south O ' ; /�� . O CONTOURS MAY DEVIATE FROM CORRECT ELEVATION. � Exp. 6-30-00 � of the centerUneof El Portal Street in the SCALE: 1 "=10' ■■■ ■■■V��IIIIII///��� O� city of Encinitas, CA. NORTH DATE OF PHOTOGRAPHY JOB NO. SHEET' OF FIELD SURVEY CONTROL BY WALTERS LAND SURVEYING, Qp CA4,F EL 63,913 M,S,L, ssaa sea LION PLACE surrE wo eaRLSaan ca s2oue AUGUST 24, 1999 7299-600 1 I U C Z _ Lid z o N Z O m M j U y Q G! ¢ s OC F- cu z Lli OD Z ° z Z m X O cu 0 U ¢ w # � o (N) CONCRETE z w 0 v SLAB AT TOP Z z m OF WALL E) GRADE `tOeJlafLADE 10, ❑KUN RESIDENCE w -I > ° L. 92�t 828 NEPTUNE AVENUE CU a ELEV. N BACKFILL I j Z z w Z 90 A N --PR6P9GE�- CAST-(N LACE 90 5 CONC. RET. WALL / (2 ROWS OF TIEBACKS A (1) ROW OF HELIX S EW ANCHOR ? 8 24 00 8o VERT. SUT TOPOGRAPHY 5/14/96 - 80 z TOPOGRAPHY /� 4—el:' \ 'TIEBACKS z O EL. 78 t BENCH _ \ ® W 0 =1 Z 7U T2 70 `� � U) Lu E SLOPE APPROX. z 1.75:1 (H:V)t I11`i�lll^1 ? Tl TERRACE DEPOSITS C) o EP 60 In 60 60 SPa it l,; QROFESS/Ob '--Pft8P99E9-HELIX SCREW ��� Q� MA/,,yo-N�FZ ? ANCHOR VERT. SUPPORT c� 50 50 No. C. 16459 z IN w No. GE 554 m G" A*.�THowy -rays I��nsC�� Q�A,�i, b�D lo.21P Off-, c� EXP.6-30-05� 7/13/96 y- / �pR S4FFJc t FtC �L®PE 7r7 /E'r�1FJ.I1� j�E f�4/LS. * t ���C� yF 4o TOPOGRAPHY / -+' 9j< OFCav o, a ICA 1= SEAWALL —II ' 4 O ll,i 1�1=" EQAStos.1 Gor,.kTRoL WA�L.L. - 5F1s D�rAtL � `jlf'� {p TOP OF WALL VARIES ,II _ MAX. ELEV. 27't 30 _ _ - 30 z 11M1- 0000 - - � SLIDE PLANE 2 0 3 6 7-7 20 __ O 10 \� ? SANTIAGO W 7 \ — 10 CD o Q T1 - 10 - TD=64° BOTTOM OF OF CAISSON _Z EL. - MSL± -Y"Ilob -2-060 ►g"GS) TD=56' W (ACTUAL DEPTH TO BE FIELD DETERMINED ,--per 4 - ! W L� , � �Lij Llj AT TIME OF CONSTRUCTION) p7le Am> >AT TIME OF CONSTRUCTION) Q {6L Ur Iv 131G its : ` �+ IJaT� ' O Ld PROFILE SECTION A-A T® S�MIIL14T� T/if. e44"M4'-- C'q A1��IGTEle/47�c�' L7F T/�� /4bdA�4J7- [ F SCALE: 1"=10' 0-- Z (50-01,041e— A9PXA1s47-7®,v j(;). O z ° M 00 `\ FACT CF COKPWTWJ-r z �? Q W c +tea to ��ca, cL n ° z W W G "t tats o w cio svig, - FILE NO. DATE 2-17-00 PROJECT 01-001 `~.. yl 669AW 4 - REVIGSION Q Okun-03 1 10-8-01 QpOFESS/�y� REVISION AQ QONIh(Q �F1� REVISION REVISION DESIGNED BY: RH Of CAItFfl � S�RFacE T�^�l��sµ�� CHECKED BY: � �uf LoweX 99 %,JPgLto tJP T® ROM p+P1E �} tx�Al2.p Ilsotu... 5 ASgv+�T 11:3,0¢ 3 OF 6 3„ 2'-0" 3n 2,-0" Z 4"x4" KEY 3n a ° ° n — #4 ® 12" C.C. EW #4 ® 12" C.C. EW "yyEAR" COURSE / rn a #5 12° C.C. VERT. # ( MONOLITHIC CONCRETE -- - - - - - - U WOOD LAGGING AND DRAIN 5 ® 12' C.C. VERT. v� ° 9 a c) PANEL NOT SHOWN FOR CLARITY I WOOD LAGGING AND DRAIN WALLMIN.2"AATTBOTTOM 0 < o #5 ® 6'° C.C. HORIZ. ( n n { PANEL NOT SHOWN FOR CLARITY OF WALL. SEE SECTION B/4 • #5 ® 6" C.C. HORIZ. I I cn m STRUCTURAL TUBE 10"x6"x0.5" 3„ 3„ V 1 4 TIES ® 4" C.C., START 2" AT SUPPORT, TYP. I v : --- _ O N w 1/4 WELD AROUND TO EACH FANG�LACEMENT v r a. - �_ _ ) MAKE SPACING AT TIEBACK HEAD AS I I AND WEB °__ / < w ° • .♦ F- p NECESSARY TO ACCOMODATE ANCHOR I I �.' ' TYP. U I ` •.. ° a 11A#4 ® 12" C.C. EW ° a 8. • . .v . . z N v n ° I (5) #8 DOWNSLOPE T.&B. 1/4"-6" I TO EACH TUBE o r w " r:i° i.. I , i s _ w Qm I a I NP. l �° . . ..aloe - 3 TIES 0 24" C.C.f w �. / 5 z w (10) #8 UPSLOPE o a ° I 1/4 I HORIZ. & VERT. W/ 135' HOOKS a SEAWALL z USE DYWIDAG STANDARD TRUMPET I° AT SOUTH END Ld z °x z HOLE DIA. AT CONTRACTOR'S OPTION °I OR SLEEVE I DESIGNED 8" DIA. I- :°° °4 x12 LAGGING "WEAR" COURSE UNDER SEPARATE PERMIT J °o z (' I • ' " 1 HOLE DIA. AT CONTRACTOR'S OPTION I \ I I ° S NECESSARY MONOLITHIC CONCRETE (NORTH END SIMILAR)I4 I #5 ® 12" C.C. VERT. I PLACEMEN T 0 ° DESIGNED 8" DIA. f 2 2' WIDE OR 4' WIDE "J" DRAIN OR FOR LOCATION SEE #5 ® 6" C.C. HORIZ. 4 SIMILAR,ANCHOR HEAD 3 .' ° ° ANCHOR HEAD • WALL ELEVATION " o I: L . I 30' (MAX.) 0' (MAX.) DETAIL G/4 PL 10"x10"x1" z PL 36"x24"x1.5" \ � z ( : ? ' a 3 \ TACK WELD TO WALER VARIES 24"t SCALE: 3/4"= 1'-0" Z O El FACE OF WALL I: -a a �'° ..-I FACE OF WALL ( I I W m . * NOTE: 24 INCH WALL THICKNESS ASSUMED � z FOR STRUCTURAL CALCULATIONS z z I ° "WEAR" COURSE REIFORCEMENT STEEL SHALL BE LLJ O "WEAR" COURSE DETAIL F/4 EPDXY PAINTED. MONOLITHIC CONCRETE l° a .I MONOLITHIC CONCRETE PLACEMENT ROCK ANCHOR T1 PLACEMENT ROCK ANCHOR T1 4"t 20"t ALTERNATE WALER: SCALE: 3/4"= 1'-0" DEPTH OF W1209, W14x74, W16x67, W18x65, APPROX. E ROF ESS/0 OR STIR. TUBE 20x8x0.5° TOP OF WALL VARIES FROM <v� MA '4l CONCEALED GRADE Q N CONCRETE REINFORCED APPROX. 20' MSL TO 27' MSL ��2 �O NONE F� WALER BEAM SEE WALL ELEVATION �2 No. C. 16459 z c - 5 n EXP.6 30 05--J - ALTERNATE DETAIL E/4 22' MSLt— — — — tO DETAIL E/4 SCALE: 3/4"= 1'-0" �' I s9�0 FCOgL1F0�\P SCALE: 3/4"= 1'-0" 1 SOUTHERN I -_ PROPERTY LINE SEE DETAIL E/4 NORTHERN PROPERTY LINE APPROX. 100' LENGTH FOR FULL WIDTH OF PROPERLY 17' MSLt 50'-O"± (TO BE FIELD DETERMINED) ( i ROCK ANCHOR T1 (TOTAL 12): UNBODED ZONE=' f sp BON7'-O"f 8'-0" \ I' " ED ZONE=40 7'-0' #5 ® 12 C.C. VERT. 20 INTO TORRE ,40RMATaOf� Q W TOTAL LENGTH= ��p i B/4 < ® 6" C.C. HORIZ. _ _ DESIGN LOAD (D.L.)=310 K < 2T MSL - — — - CONTINEUOUS OTHER HROUGH TEST LOAD LOAD D.L.60% PROPOSED LOCK-OFF LOAD � 60% D.L.=185 K v PREDRILLED HOLE I" / n a1 TIEBACK IN SOLDIER PILE WEB - \ \ Z c I (2) 2' WIDE "J° DRAIN R I O - ) SEE DETAIL G/4 I I SIMILAR I r a: I #4 ® 12" C.C. EW W SIM. I I CONSTRUCTION JOINTS I Q TO BE PLACED AT d' I ° l \ W - 20' MSL - — — - ( CONTRACTOR'S OPTION I f W W I - — — — - AS NECESSARY I° a ROCK ANCHOR , O ` I I SEE DETAIL G/4 I /�- UNBONDED ZONE v J 0 -J I _ �s 8' MSLf — — — _ F/4 v l ° F/4 WAtlm �Agta'CS s•��t• I° " .I . . 1 Sg*WAtdo LocAer P I I I 4x12 LAGGING (JOB: ® I l u AS NECESSARY 0 YO NORT I W At L Ttlij o4vw "mej. I 10' MSL - — I ( S4WM .L/Ad -TD SB611<N "WEAR" COURSE . ' . { Q I MONOLITHIC CONCRETE j PLACEMENT e W I ° (2) 2' WIDE OR 4' WIDE "J" DRAIN OR b { SIMILAR, FOR LOCATION SEE z ]SHED I - : ° WALL ELEVATION W1 W I I EACH (vA I i I I Q I I _ I O w i I I z 0' MSL - — — -I--i 0' MSLf I I I I I I I I ( I I I I I I I I I I I( I III I III I I 4' IDE "J" D N R MILAR 3 PVC DRAIN 0 W/ OUTLET ABOVE OR ATION, OUTLET ABOVE z � -4' MSL ® C,C.t FORMATION #5 ® 12" C.C. E.W. L ::] N U V J 00 z L_L' I I I I I I II II I >3 l I I -4 MSL+— — — — II I I) I 36 DIA. PIER z TOTAL n BOTTOM OF WALL AT EL. -4'f MSL I FINAL DEPTH OF WALL I II II ( O Z I BELOW 0' MSL SHALL 1X I II it I W (> 3' DIA. PIER, (TYP.) z I -16' MSL — — — B/4 H 4 I II 11 I FILE No. 11 II I W24x117 (MIN.) DATE / H/4 FULL DEPTH �Z_ �_� l II (I I� PROJECT 8'-O"± 8'-0"f 8'-0't 8'-0"t 8'-0"f 8'-0"t 8'-0"f 8'-0"t 3'-0"f I II I I I 01-001 '11`�T;O-20(V ARtes) I I I I I I M. NO' Okun-04 _1(1 MSL — — — — — — - -1L i UPSLOPE REVISION ��C ® REVISION 43801090 BOTTOM OF PIER ) REMSiON' LOWER WALL ELEVATION P� ar•4��.►Y t.N �. 04, SBAwA1L wtw AT EL - MSL -n TD"2O* r�st_Lt,q�� 7•• Q' �-L.i � gG1.JLp7/,p cm-pao,> 'ro s;r4uL.*,p►'C TN•6 1144WRAI- `:' L - •- b=36" DESIGNED BY: ° z ^ a xJ G *A9C Aj,5t" O -rsW SCALE: 3/16 = 1 -0 RH C l�®lA�lC KaRMA,T10•i CS,� 1�(<.% t)- 1"eq TEIRTII CHECKED BY: ROM oF��ti`,4o��� cO1,o� v •ta-rto.ts , sUtz� a DETAIL B/4 DETAIL H/4 As SUIIX Ao4 CA SCALE: 3/8"= 1'-0" SCALE: 3/8"= 1'-0" 4 OF 6 N CONCRETE INSTALL ANCHOR SLAB ON GRADE O BOLTS 5/8" 0 4' C.C.± Z 10'-0"t 90' 4d, 2-1 2 MIN. N a 6" CURB CONTINU US 5 1/2" t2 ± 3" 3" D 180' GENERAL NOTES M 20" SLOPE 4 ® 12' c.c. D D- , O 41 UN D -a 1. Design and construction to be in Of F 8 BOND�p accordance with 1997 UBC and local Codes. F- ru z W OQ 92' MSL± i PLACE 4' WIDE MIN.) GEOCOMPOSITE APPROX. TIEBACK LOCATION DRAIN PANELS MIRAFI 2000 (OR EQUAL) CHIMNEY DRAIN U BEHIND N SHOTCRETE WALL FACING Z_ SPACING OF TIEBACKS ) WALL/FACING FENCE 7'-0"t C.C. (MAX.) VER.R. &\ ALONG THE TOP OF THE NEW "t 6'-6 C.C. (MAX.) V PLACE 2' WIDE MIN. GEOCOMPOSITE SHOTCRETE . OTHERS) ALL-N.I.0 DRAIN PANELS MIRAFI 2000 OR EQUAL CHIMNEY DRAIN AT CONTRACTORS OPTION, I E APPROX. GRADE LEVEL O n J � BEHIND N) SHOTCRETE WALL/FACING ON SIDES FORM 6' HIGH CURB AT TOP OF WALL TO EL. 92 t PREVENT FLOW OF WATER t. (� GENERAL NOTES, ANY POTENTIALLY UNSTABLE OVERHANGS % —I —� CO WILL BE CUT BACK C7 ~ 1. Design and construction to be in / / w N 4 accordance with 1997 UBC and local Codes. / z V) n D- 2. All dimensions, conditions and location of .H W J r facilities to be verified and determined 0 Z 3 in field. v 0 ,. � , 3. Exact location and extent of proposed shotcrete wall 3 /, ` W z o can be adjusted as field conditions require. J- ./� o a 4. Shotcrete shall have 28 day compressive 6 /// O to strength of 3,000 psi (min.) U.N.O. %' 5. Reinforcing steel to be Gr. 60 for #4 bars and above. ' 6. All exposed steel shall be galvanized or coated with corrosion inhibiting paint. '� '�/ CD O 7. Special inspection is required for installation - J U LLI O LLI of shotcrete wall and tiebacks, and taking of concrete test specimens for concrete having c of 3,OOOpsi. APPROX. BATTER 1:2 f ` Z (UBC 1997 section 1701) TO 1:3 H:V , V.I.F. ° : V)i USE ADEQUATE '3 z Z 0 8. Section at construction joint make rough 1 / CENTRALIZERS T3 LLJ O (�fQ TOTAL O or form key. D / / AT 10'-0° C.C. (SEE NOTE 11) °J OTHER DIA. OF DRILLED HOLE 9. Minimum 3" concrete cover required for all COULD BE UTILIZED AT PLACE 1'-0" WIDE MIN. reinforced concrete exposed to soil or cast / CONTRACTOR'S OPTION WEEPHOLE PIPE CONTINUOUS GEOCOMPOSITE p P / DRAIN HORIZONTALLY AT against soil. N J ROFESSt GEOCOMPOSITE DRAIN LAYOUT 4 BOTTOM OF SHOTCRETE WALL / l °ep AAti�-1/ 10. Splices of rebor to be class (8) splice. NO SCALE 6 If shotcrete method is going to be utilized, lap splices of reinforcing bars o /- No. C. 16459 Z in shotcrete shall be by non-contact 1 �, No. GE 5 w 54 3" CLR m lap splice method with at least 2"\ o EXP.6-30-05� A 4=D clearance between bars (UBC Sec. 1924.4). N 11. Tieback notes: el ° \ ��9TF F CA0- 0 \P a See Table "B"-Tieback Schedule and relevant a/ d d notes on tieback sections. Tieback anchors to be DCI Dywidag, or equal. 2" DIA. PVC PIPE WEEPHOLES Tiebacks to be installed as shown on sections.PLACE PLASTIC SHEET Tiebacks shall be double corrosion rotected - DCP.AT 4'-0" C.C.t HORIZONTALLY P ON OUTLET INSTALL GALVANIZED OTTOM Use adequate centralizers ® 10'-0 C.C.t (if bar is used). -1 MESH AGAINST RODENTS ON ROCK Hole diameter at contractor's option. o TOTAL APPROX. 4 - ° Grout to be cement grout w/water-cement N 8" THICK SHOTCRETE( ) O WALL FACING, PLACE T2 � TOTAL Q z ratio (w:c) of 0.4 to 0.5 = 5 gal. per o v (4) 5 s AT EA. TIEBACK (SEE NOTE 11)sack.RIGID HEAD LOCATION AND MEMBER BUT DO NOT DAMAGE Allow up to 22.5 cf sand/yard. Z I— FABRIC ON ROCK SIDE OF #4's AT 8" C.C. E.W. ° O Allow cure time before testing. / HORIZONTAL DRAIN Provide for two stages of grouting. BETWEEN / . t� First stage of grouting shall be for (OR #3's AT 4" C.C. E.W. a° 9 9 9 BETWEEN) CENTER REBAR /_. / Z Q W testing of tiebacks. Holes to be tremie IN SHOTCRETE WALL/FACING ° i GEOCOMPOSITE ;pipe pp e 9 routed from bottom of hole for - °/. DRAIN MIRADRAIN 2000 Z W S f bonded zone. Second stage of grouting shall be / (OR EQUAL), ( � N accomplished after accepted testing, all LL way up remaining hole. J Fraction grouting may be utilized, SHOTCRETE SURFACE J � 20•t <1eov, W of contractor's option, to achieve CARVED AND COLORED .. (rn'•) x�• `�considerably higher soil-grout bond TO MATCH ADJACENT J � a _ \ r► v �— L L O capacity. BLUFF MATERIALS Multistrand anchors are factory equiped with grouted APPROX. AREA: �\`�` \� PVC sleeves. o -4•� LJJ W L� ll WEEPHOLE DRAIN DETAIL (20)x(14)=280 SFt S 4 0, 0 � / e � SCALE: 1"=1'-0" 6 EL. 72't / y� T�. TOTALS / (SEE NOTE 11) #4's AT 8" C.C. E.W. I / ® � Z OR #3's AT 4" C.C. E. . \ �. / �..tD CONSTRUCT KEY g ��l APPROX. 4' DEEP d g � , (� f` LIJ PLACE (2) #5's HORIZONTALLY I .1/ D a ° AT ANCHOR HEAD LOCATION W W I , AT CONTRACTORS OPTION I l 11 > DYWIDAG HARDWARE OR EQUAL = EMBED PVC PIPE IN SHOTCRETE IA- . PL 8x8x3/4" W/ CONC. ANCHOR a �I TO ALLOW FOR SECOND STAGE d I SHOTCRETE WALL FACING — SECTION TYP. 1 4 PRoPoSED B�rRt6fl EQo5�ow1 Co►liRo� 4'A'a°'-Q�PE ®'`'� 111- O LLJ GROUTING DYWIDAG HARDWARE (OR EQUAL) -I11; SCALE: 1/2"=1'-0" 6 PLC• w4 d-/ Z' 40" Affif#oil,44101 emistirs z _I PL 8x80/4" ° I I- O� ~���. '64 PO PIPO tee!ved S' 6 mml.) kil * a Q C R®urem, LA44IP44 71& WE QJ4LVAN1t9A L- ° 0 TIEBACK BAR \ 2 X l'L p T. D. F• ) Z O J iz COMPLETELY COVER 114 `'�AP g 7 N -J W/ MIN. 2 OF J. a �\ g �y� ,p�� ,/� ��y p . - SHOTCRETE/GUNITE 3 C� ° d` '.a�� CJFN1°�!s M�f 7�/ �'R/ �• COK �4 ��). INAU► `� ° . We7&P ON\ ° $LwlGfl ;5XG4V/ 'tXD /k7 a a . a z e�'G��L SH�q-1.L P CE 4 5s 0 T LY \mod- TABLE "B" - TIEBACKS SCHEDULE AND VERTICALLY AT EACH 4 B° _ \�,� . ° ° /6" �O ° ' rW XK STN¢ s Q W Q TIEBACK HEAD LOCATION .-a° \� �\ _ _ �#�°� (A/� G®Np�Tl�T� �R 0 Z ° \ MARK DESIGN TEST LOCK-OFF UNBONDED BONDED TOTAL TYPE * r� COMPLETELY COVER n III 8 e ' LOAD LOAD LOAD ZONE ZONE LENGTH L1- Q W W/ GROUT, OR USE a KIPS KIPS KIPS FEET FEET FEET + P®R� 0 Z GREASE FILLED CAP ( 2" DIA. PVC SLEEVE PIPE T1 35.0 52.5 21 10 20 30 FILE NO. 1= OR STEEL TRUMPET PIPE T2 35.0 52.5 21 10 20 30 * DATE 3„ 111- WELDED TO PL AS STANDARD DYWIDAG HARDWARE T3 35.0 52.5 21 10 20 30 * PROJECT DWG. NO. Okun-06 * MULTISTRAND ANCHORS, OR BARS, TO BE DCI DYWIDAG, OR EQUAL, REVISION D 12-6-02 pCsFES g» DCP-DOUBLE CORROSION PROTECTED REVISION Q ryk MULTISTRANDS: USE (2) 0.6° DIA. 270 KSI ANCHOR REVISION 4�C '3�Htafc.y�ti BAR: USE 1" DIA, GR. 150 DYWIDAG BAR AND HARDWARE, DCP. REVISION FOR DESIGN PURPOSES HOLE DIA. = 6" t TIEBACK HEAD ASSEMBLY TYP. 3 TIEBACK HEAD ASSEMBLY (TYP.)) (3-� DESIGNED Y: ( \ RH # " / -'1 SCALE: ) 6 ALTERNATIVE 6 CHECKED sr: RDM SCALE: 1"=1'-0" QA96uwT � 6 OF 6