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2002-7683 TE (Plans) ' R Z q� - 1I� r.' .TI15"At�A $MA*'Awp, QEANATRR4 TO NBS�AS 59YttlM •TtI MS S 1. to ' 1\rl/� !-•� �7y .-Y�R - ••.••,s . 4Q•. r• TB ANCHOR L6Y(RTNA AND AMOR I. rNrta$ r S &L iii, PROViDEQ WiTR C m 061tE$ AT AMINTYRTAJ$ +, x '^`. r + : N tIQNN ARB"ESTIMATED OT THE RN(JNRRIf, rkB t.ENr,Ttas N 1.` Na ioeei sandy cobbles ar shoreline rocks AW be used tier • StlQint ARR NtktiNAt:'TNE C.ONIRAC'YOR SHALL $E, Tit NltiMTAIN TN61'IrNtNNA1 IN CEkTRR.O► fRN ^ , — Rt?$Pa)fISINLrt Era; ACNihIWrND THE T$$T WAD CEiTERIA It i 11 TIEDA('A TO $II TESTED AND^LDCRE6 Ph ORANWO ' d Disturbance any atNrr purpose as caadtrrutW- material. 3 :, � ,; � U a M LY. thr% TIV TIl MN W1TMR.m, NY THE INS. and Rod )ntttidal areas Malt be IM TNE 'SCIrRI1ttLR. TOR RprT. Ai1CrNtk MItST 8R IBitiREt,Y I N11TOXI R FAILURE PGi� CONTRACTOR' NAY ALTBR 1., ANY TtBEACEa HOT EEACRINr1 TEST CAPACCTY SHAtL 6E`RKPtWt " to the nuxim, extent passible r � N CrAY(t"i ANCMOR BI MtITERS AND LINttMNS fIITN TNA To'Tfw "Orwa. , if , +tt z H TiNRACX9 lNtAl L NM tNBRP AT TILT LDRrm (WEN A S NINNI4B T° AN runoff, impervious sDrfaces-04( the site (shall be . N C P�NF$$ION,OP THE EiA,t�NIIrR., THR RE$PQtt$rDCJS TY w R(31l'T ALTEARD TiRNArT STILL, RRLDMRS TO TM PhtRIOD, coilected and dimeted away from the blatr'edge towards the COIif thtTDR,, 5.� f(}t(CRItTtt TRRT CYi,tNMI; Wrid. nil TAMAt� AND A'Ath hall avoid pending oftho pad arra. , 5L Q •• .'r . a ' •..,...�. ! >: RRLI i4ffA TO.AGI T RDA& ( RT A aml f C� i . }Y�t TiRRAt7r c�oWC�rttttk�'t� � ARD , pie CO RAI;IY?R INALL OVIAIN ALL NWASSARY PERNISSIONs 6, a y, Y �y Twin 11p9'se Pali. Y existing 'perrganent irrigationq Wsritems' !(cate�dy r� z_ w E ORX, ��ApCTS ANV 61154L4 #,a IrN(I SHALL NA1E (.N$NRN ,C t*ATttNr- within the.geologic setback aces.(W ■iTl lraAtt the �IN�! t,,Mme'. � [� W o M 3, edge) Abell be net#toved uttcnPpsd. r r :' c`) ,� w ^ t%NITiCACT{111 SItAL4 BXPLOIi$:TNlt,SITE tna SIOkB QP t RRCNPORrf1 SNdL6.RE iN,CVNGT$N PRiQR TQ.PLiItCNIe CWit$tE4R W UNDERQiININD UTJLt41E$ INANt LEE, tifREET PATCRBS, To .tMIDig AD (lAtR RPt.Id2Rfi, AND UNDftN @ROUND"A4tkT1. .TtrE BXACT I,QCATIOtry C anaNAM E.ttCr1( elNtkt. No staging of equipment ar mattitia xNxli Occur as sandy r r( , — Sa DP, UTtLtRtR" iIMA beach or; pn ' .belleN .. rAi �J } C3 CD pR . � greasy `, During :both DECk - ; OffLR C DITERNiNi1D'$Y"PI11tNN1lRr ETC: B.,It II,'!B t�@ 'GRDUT:AiII DESI(;t�F WILL OR PROVIW T4.Tvf n �. , Z = z F-L EXISTING RIH31tiRRR s I(1(XN P1110 si(' rl,itCJNtI. NIX OERI construction and the removal stn, .-at,tie polect,:`: te �r„ w Z I(gALL tRaViE RESIDENCE MATdttALS: +N(AJM=§BEE,nrs?lttAatJttt r(P SOlG, puttee mld or contractor shad! not°store any,etfostrncl(oa J \ materials waste whmre it will,be or could:potraikfly fie 9. Ate, aArXyfu MALL DR GiAARNSAR ANIi: iuwttrn(BIn RY:TA rltltN PROPOSED D UPPER WALL.— subject to wave eiroolon and JiNpetaia� io rnacA(ioery A � ` v > L CD TtN$RR: i(NLL DJMENSiON (Rttlti TREATRD'D.TYt2. i +' 4RB1t1tiEMT $WALL, 8I be PIRV4 stored'or otherwise"IgcRI In"`tiie'inte - ono ' ' :., r �. cn RE ANWA CI$-81 ACXA 4 at Rny time ItiftN)BCAi. t`OPPBN ZINC ARSRkrt } :Yi LNS PER CF. T % "TtENACX%JN 6.`EARQNAREI RDbS Ttl iIB ASTM,Jt712-75 C.K-E I�A ILLr ,AT e35" �C: �.%' � .OPE � V 150 RsJ DO HO$ t RRO1109 $14R.`Abt: NARQWARE TO 5• Construction corridors shall be iocated,in'a. ones that i(as " the learsf impact on public access to and the "` d I OR PALYANIW Alm RPDXY COATO, f x — TN �IQUT iRt3Q PSI 26 DAY$. ' Z t X ~' O aBtNRtN(CINB. STRAtQNT EAR$ TO 66 A $15 CA bD, 6• Na work, unless approved by the ify of Encinitas and thre Ld CRillar An Coarstal ["ommlAS10t taflr, shall occur on the `r J z RNNI BARS CAN ER (Nt 'tQ, beach between MemRRmiaC weekend tdtd TJabor EMRy of ROUNDATCON CORCItETE:, NCNIMtIM 3DOQ P51 IR DAYS, ?,5 SACK MrX WISN .� NAX.NATirR CINrBNT RATIn, r?NtTRACTOR arty year. Lit,=: F � Uz NEW FILL I . 1. _ •. sxI(LL stiew Drsiou Nil 5 DAY PRIOR TO PLACR "T. ADD AIR is DtNRPtcrarr, . ' 4Orr, f'RMRRT: t SRS PER CY WITH RATER/Cwtor RATIO MAX ,t5, �' T�.te p og of nlcnf and materials,will take place on /// +G private grope 656 through 660. r:DNTRA('TOR TO S(IgMlT DFC NIX AND PROCEd1RE 5 DAYS r ~ PRIOR TO PLACBMEMT, 4T ESSIC 8. Frapd�epairs to the existing are shown an 99,01F by / �Jµr,l rnkCRRTR CQLSr A Shit NINIrRIM,r WATER CRttXtiT ,43 MAX. DES. � Draw Sheet 7. `L d .Y E R WALL - STRRRtiTr1 4004 Psi 29 nAYa. in ALHAr,I TYPE 2 cBNEMT, ntH L'NJY(AF"SHT. (t7MAt1OR TO sWDrtT NtX DEStcN DAYS PRIOR TO PLACCSNENTr apptkant Shall submit evidence that the Approved plans/notes have been incorporated Into construction bleb , it ,r Fr » _ CE 16459 m EL 3 _. sy documents/plans. The staging site shall be removed and/or F w ly- �EXP.6-30 3 vm •y r ` restaresi i Cately following completion or the ri / E I._ 5✓ _......_ ,. , development, - ,� t a `.` .1.<'�� `,. *T9 ¢G, -i IM P LAGGING E0T ova CPCA 1F . ^-�, » , - {•'r.•+rl.nn.w,.. �i,°...:.nW..'...,,i'��\ �' y tJ 1p 5� r�G' \+. �u� \ r ' F f^ 3 r .. +., I ..... ,,,..:. m.W_y' ' .»...� , .. t S 7 d a :'t t."' ,�' `>`°✓xt. 3�ti6fY°°�"<k�& Sf. 3, +r d t DE,' L " ✓ p�A r� FORMATION ti�r � { , 'I.. K 'iSS� I ' rJ C . 1 _ - EAILURF PLANE ' F ` .. w 6*0 DEC M HOP 3rrr., 17I� .r= 1'_��� � . ;° fir EL r O~ {AA{�''.. ��IIjj((-- �(r'. � l:..tmJ T[�I•'� � , - - - - _ '. ,.:! , � �' • E.x�J C,ONV 1 T t WU (` I , - - f•.^,^,w,- ,� K.A*j+,f . L • 1 1 J AK S ,.._ v ww.m...._+r,....o..._w..�..w.,i..,w.r�,am.,...,.,®aoen.m.. Y.. ,!.'.re • ' � r � 4 i ># ,'i fir, i 5 4t W). _ 4 �p-'T " f t 1.7 �.�. .( " .t )�'� I< L.,. :("1 "r.. k�� „rte•,. E �- T 1 0 1 4 H 3 t r r i SCALE wormswwn•m,wr+a:•.Wp..s.wn..rir...—..__...—ti ......,� +�, •.ALL •S . '.' �f'I f.r,:°H t.. EN V �i 1nf r � v � n�}yjth r{t,• I�q / W 9 Y �'n+•�. �lr S 4 �,r { J I ICE .. r _ TEST LOAD -=11~' �' , n _ W CL TEL TO I i vJA'E I F .� BL F r AG � ��_ _. �.. _.v. A 4yM 4 1 � i W 1 y , EXIST A L L 35' F 1 i G 11f 'A '�`` +�4, '�5.� -,,..� ( ry' F f �f'' •rzr t t�'""YV i s'^a t w r 4" ga n�'. �ry LL G� N C E]NC.rr ENERGY AI?" I?FaER — ` EA PIE W :' �' TB 'S a J E E PAGE .� �`�,,,, .✓' �, ��. .�,: ' ' ,s. � ,� � n z " / / r 4 Z LLJ L _ - ar �} +r �F> U° i� J f �. NOTES I I �! ' I3Ea1G,l I�CJAL ' . ' r' � Ln r r _ �. , r 5 WALL TO BE ABOUT 85' LONG T ,T' LCIAD _ 162 K �� � t�r+ Ln Z I , , T WALL 35,, H16H �' ' AND EXTENTi� BED WE�,N w: ���'✓ISTIh#G w1A�.w_.S. ,; x » � � ��•, Cn \ EXIST WALL TO SOUTH 1 35` HIGH � to o � ���� EIRE NO. EXIST WA �' I L L T rJ NC)R T H :�F 35'` HIGH.C(H. � .� , ~ >�, r:��'� r°� � DATE M ..,1 34 C-`` i '� - • .` ,�C t fir, ,+ r' 05-02-11 NEW WALL WILL NOT EX LEND SEAWARD - r � � PROJECT NEW WALL. 35 HIGH 3�'t. (LNG \ .,,_45 1 / \ BEYOND EXISTING WALL ANI."1 WILL s �+ L L � T � NOT BE HIGHER THAN !-r< iaTING WALL; /��7-BUILT E Sr __ 4,� ­;X, rs` DWG. ND. 656 +.r. Q OMS -��- f t R,. S REVISION /658/660 Neptune-01 N F2 SCALE 1 "7-Y 1 §`p t leg ;� • Iry u . REVISION 3 f Q 4 ll REVISION w `EX 6- 554 � i � N - REVISION (&A-/ rj 23 t1 � n EXP.6-30-13� � ("' [� ROBERT D. MA ONY DATE *�C * Et tro 4 t' t r K , r kpw .A'.' r DESIGNED BY: C16459 EXP. 6/30/13 T9rF�E01 0��P * , ' F ��3tw - - . F" ;a CHECKED BY: K �P CA IF CI t1 � V 3t5 5 a R �N 4F pl5f CHANGE NO. DESCRIPTIEN APPRO ED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BYI DRAWN BY' CHECKED BY As-BUILT - LOWER sEAwALL scuLP EsCRIPTION; u ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PANS PREPARED UNDER SUP ERV Sz❑ of RECOMMENDED: APPROVED GRAD VERTICAL' AS SHOWN DATE, 2 I 656/658/660 NEPTUNE AVENUE, ENCINITAS, CA 92024 7683-TE i �7 G.E. NO• 554 — ROBERT D MAHONY PE, &E, EXP,: 6/30/13 DATE DATE PLANNING CASE NO MUP/COP SHEET 1 OF 7 cv YY ��f7 ELINY - � Z a O � N m z 0 . O � iw < E EL fi .p J f 4• 4 tC H i' . � O x ,. _ — N m In DECD TOP OF BLUFF" � W � 0 � /y 0. z ''t 4J �l v r- E I1 EL 93 , a Z w z o 0 cn DECK EL 99,5 Q z o `C EL ,a n J � : — Oz � EL 98 — cn Z Q wO UPPER WALL EXIST, WOODEN SEE SHEET 5 ry BULKHEAD UPPER TIMBER WALL FOR AS—BUILT ce QR°FESS, EL 93a TW oti9 , ILI `? o. C. 16459 PROPERTY L NE PROPERTY LINE C. 64 EL 77 BW T❑P OF EXIST, WALL EL 37 a n EXP.6-30-13� EXIST WALLS * G �* CE wcj NOTE., SEE TOPO DRAWING FOR FoFCA`F° EL 57 SURFACE CONTOURS ON SLOPE TOW 37 < z y (" U O EL 45 )EL (50,6) 4 Q EXISTING FOOTING EXIST WALL " L>LJ ON ADJ. GONC TIE BM W � PROPERTY W Z EL (43+4) - ; NC] TE: SEE TOPO DRAWING EER 3'SQ coNC PIERS 0 0 0 0 0 0 0 0 0 ~ U EXIST WALLS SURFACE CONTOURS ON SLOPE EL 43 EL 24 ,5 O�d �— r— E L C ? �_- � L� t -' EXIST BLUFF BASE M TIMBER LAGGING 3'SQ PIERS BEHIND PIERS 0 0 0 0 0 0 0 0 0 1 z EL 37 (n Li O_ EL 9 ,� LLa u w Ll CONCRETE ENERGY ABSORBER .. i � �— o EL — 1 TIEBACKS .1 f-- w 3 9 EQUAL SPACES 1r w CONCRETE CUTOFF WALL. Q ' W Q ° EXIST � NEW 'WALL 63 ' LJ O W c� EL W6 _ J Z Lo z --- 100' PL T® PL EXIST WALL FOOTING EXIST WALL FOOTING cp 0 a Ld z PL PL _. . 0 Q 00 Q Ln Q0 CERTIFY THAT THIS PLANS REFLECT ALL AS-BUILT � ,0NDTTTONS IN ACCORDANCE WITH RECOMMENDATIONS-- PLAN N TH AND SPECIFICATIONS SET FORTH. EXCEPT°AS NOTED ELEVATION Ln Z Z L� W SCALE 1'=$``0` RELATIVE TO GEOTECHNICA6 (SOIL ENGINEERING AND , SCALE 1'=9`"0' FILE NO. CERTIFIED ENGINEERING GEOLOGIST ENGINEERING. THE PROJECT IS eNOT" COMPLETE, T SE PLANS ONLY ��t6�C DATE os-oz-ii REFLECTS AREAS INSPECTED BY T IS FFICE. PROJECT ov 00 ENGINEER;'NG OF RECORD � DWG. No. 65e/658/660 Neptune-02 r CHARLES ..i J . RANDL.E �'� REVISION I�,i. + j Al REVISION •' # ry 5/6/92} REVISION REVISION 3/10/92 K y DESIGNED BY: / / CHECKED BY: ._ . . .. _ OF GpL1FS 13092! :! �N DESIGNED BY. DRAWN BY: CHECKED BY1 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL �K ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AS-BUILT - LOWER SEAWALL SCULPT ESCRIPTION: PANS PREPARED UNDER SUPERVJSIEJN OF RECOMMENDED'' APPROVED: GRADING PLAN FOR: SEAWALL AND SLOPE PROTECTION LOCATION: HERIZONTAL: AS SHOWN DATE 2 656/658/660 NEPTUNE AVENUE, ENCINITAS, CA 92024 7683 TE VERTICAL AS SHOWN G,E. NU,: 554 PLANNING CASE N0: MUP/COP SHEET 2 OF 7 ROBERT D MAHO Y, PE., G.E. EXP, 6/30/13 DATE DATE z 4 # 10 VERT EF m END OF EXIST WALL - TOW E . 37 #7 EF ,rs z „, o_ N N { rti H o u M NEW PIERS M 3'CL .. TY(� � � EXIST. FOOTING Gl h- W cn N u EXIST PIERS Q LLJ g w x Q -- ( � . 3 o w vi tij cu CD v I PIER L � J > . r NOT TO SCALE � Z = z Ljj z W Z = LLB 24" FILTER . CLOTH PIER Z o N NEW FOUNDATION - � � "' Q Q BEHIND LAGGING BEAM DOWEL LONG, BARS INTO -� 4f #3 ]6. EXISTING FOOTING EG w z o 18` 0 z �1:) DETAIL AT EXIST , FTG , 8 # 7 <EL 29 .� z Wo NOT TO SCALE EL 9 � �. _�._ � ___ � . 0 , �oQRO ssioN 8 RGH TIMBER SIDE WALL 1 't. ~ ! AS NECESSARY TO MEET ADAJACENT (IT TI7. SALE No.o. C. 16459 554 m WALL, SIMILAR NORTH END. I., ' ' I�f.'T KT TAiQS R T ,i4iTrfv Fr"3 T EXP.6E30-13 3 #7 T&B " W C't� �TIC�S. �N. ACCQ'�ST�TC� WI�`ti !tom A�t3�8 CL �r _ I N , • FICA Ak+ (84 JC F!`T Tw: St t3 , sT9F CEOT p�\P 6 #4 THIS FACE 3#CL < u TM 3'SQ PIER TY u y 8 RGH TRTD TIMBERS ­­ 3 17 ` _ DD' #4 BARS W/ i- cS LZS J. %tg � � � A ABOUT 8'--10 112" 30 c SPLICES ' T @ ED DEER u� (J� aFCAs�ti° LLJ I— W ALIGN WITH —`_ 1�,. F- U � ADJ- PIERS' ~' Cl u W EL -1 4'DI4 WEEP HOLES EL 5' � � c O Lij FACE OF EXIST ADJ WALL . _,- 'ter' ' EL 1 [� CL 0 -VERT DOWELS-TO MATCH PIE ,BARS FOUNDATION tt1 1 ' REIJ 4QC'_ ' 'F-- z SO PREP LIFE LIMIT CIF STRUCTURE _ F - EL .`9 TB 20 DEER ° ' 3/1CL FRT FACE "C w EL --E _ R 3 CL J PARTIAL P L.AN # , 4 #-4- THIS. _FACE -� Lij 3 #7 T&B NOT TO SCALE W N REVISED SECT #4 � 12 VERT GRANULAR BACKFILL � L�1 w Q N AT DEEPER SEABED #4 24 VERT 0 o ALIGN WITH ADJACENT WALLS 1B"GRAVEL DRAIN Z z 10. SCALE1 1 ' =2" FILTER CLOTH to - 8"BO DRY PACK AFTER TENSIONING BED ROCK @ 12'"EW w Li o DYWIDAG ANCH PLATE AND NUT a o 3PVC SLEEVE a o © a \Q 0` �Q Q a a 1 3/8 DYWIDA•G DOUBLE CORROSION BAR � ° ,1 " PROD DOWELS 40d �vot ;;r Q I PVC DRAINS PERFORATED - p w a #4 P 12 EW Cn W 00 3° ONE END AT EL 1 , PLACE .3 . v a r END. a BRONZE OR STAINLESS SCREEN DATE OVER INNER END. SECTION THROUGH WALL �.'ti'� PROJECT SEAL EXPOSED ROD PER DEER TOP v mvrm MFRS»INSTRUCTIONS 20 DEER BELT VFRSlt�{' DWG. ND. sss/sse/sso Neptune—C3 FOUNDATI❑N & ENERGY ABSORBER SCALE: 1 "-2' REVISION �F REVISION CUTOFF WALL 10 DETAIL S REVISION 1 V I `�i L.� T ® DETAIL E L - 6 j 92 REVISION 30/1 4/8/92/� { 2/8/92 2/11 /92 / 1 1 f y,.+ DESIGNED BY: JK NNN CHECKED BY: JN NOT TO SCALE DESIGNED 3Y1 DRAWN 3Y: CHECKED BY CHANGE No. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL JK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AS-BUILT - LOWER SEAWALL SCULPT � • DESCRIPTION PLANS PREPARED UNDER SUPERV SI❑ OF RECOMMENDED: APPROVED' GRADING PLAN HOR: SEAWALL AND LOPE PROTECTION 7683-TE LOCATION: HORIZONTAL AS SHOWN DATE, 656/658/660 NEPTUNE AVENUE, ENCINITAS, CA 92024 Vv G VERTICAL AS SHOWN G.E. NO,: 554 ROBERT D MAHON ,, P,E, GE, EXP,: 6/30/13 DATE DATE PLANNING CASE NO: OX-XXX MUP/CDP SHEET 3 OF 7 v to z o tiN 410 - ._ , 0 Sol vi 0 a _ ~ ~ ° z m U v EL 98 D LLIf�G �7WE SNG DECK L'_ o o � _W ¢ DECK EL 983ECK EL 98 W " ¢ W CD # o Z u LLJ TEN AR REINFORCED SL E vi z J 3 SOIL EMENT PPE WALL z = z _ LJ z o 1 DEG d _ MARINE TERRACE SANDS 1 IIEGR LOWER WALL ° � EL 37- _ EXIST SLOPE cf) Q ° I w o TIMBER LAGGING _ III �-- CONC PIERS @ C/C 'Z 0 QROFESS;o N BEALFI - in �4�0 o q _� _ __ TIEBACKS'" --"° n No. GE c) m TIEEACKS TE$ACKS e^ CQNC FTG & CUTOFF WALL UP E R W A.L.L ClCi DIL CERENT SC.ALE1. 1 '-=20` S,Cf� j 0 cn � ,ALT , SECTIONS THROUGH BLUFF �= z NOTE, _ ___ ____ U -7 o 0 w LLJ z �- THIS DRAWING DEPICTS ALTERNATE SCALE; V =20X F-- w �`REATMENT.S FOR THE UPPER SLOPE, � Li FINAL ARRANGEMENT MUST MERGE WITH AD �.JACENT EL 98 DECK CL PROPERTIES AND BE APPROVED BY COASTAL D�G��-� EXISTING�xssr� � �j AND THE CITY, RESIDENCE � Q PROPOSED UPPER WALL- is Lij O LLJ NEW FILL tom-- O ¢ n ct� W LOWER WALL � Q N EL 37 - Vj O LLB m TIMBER LAGGIN(x f3 z a CONIC PIERS @ 8-10° C/C � _ ^ z o BEACH - "" `"'' DEL MAR FORMATION 0 < EL 9 TIE A •�"•`" C "` _ _ B CIS°° rr ,. TIEBA EL 0 Q 00 Q Qu EL —6 T 'CERTIFY THAT THls PLUS R$BLECT.A4L AS—SMAT CONDITIONS IN ACCORDANCE 'WITS R ck n� Ln W 'C r p CUTOFF { � ANlJ SPECIFICATIONS TIONB.. ~� � w� Win'.; r TG $e WALL � ,' TH. Fish . NO CED {S (j�°,FJ� � �C11'YE' FlLE-NO. RSi+ATZVfs TO C*8C1'TSCHNICAL { IN*BRnM AND x CERTIFIED ENC3I#EER.Ik1Ca ABOLtk 1 SUMNEEkING. 1 r, r„:t : v v' t Dnre DOUBLE UPPER WALL D5_GZ_„ TMWE PI20J8CT IS '2K11" COEEP r PLANS ONLY `` t;X r��t�` 1mv RRaEDT REFLECTS AREAS INSPECTED HY TH25 Cg, w1cN+o i DWG. N0. e. m .._._ .n. ... _ _._ v. •Y `......,..h Q ��P!t4 S 656/656/660 Neptun,04 T H R ` U GH E ¢ _ U F F 1 £NGINEEltrNG OF RECORD\ C $ LI C"RLES J. R TE SCA L E V -20' REVISION REVISION SCALE: 1 ' ` 20X � ! REVISION 3 / 10 / 92 REVISION DESIGNED BY: JK /4 ky JJ'�� CHECKED 8Y; GR'.GAIM�d� 4 A CHANGE NO. DESCRIPTION It DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY DRAWN BY: CHECKED BY: AS-BUILT - LOWER SEAWALL scuLPT ESCRIPTION; JK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERV SIN ❑F RECOMMENDED APPROVED GRAnING PLAN FoR SEAWALL AND LOPE PROTECTION ❑CATION; HORIZONTAL AS SHOWN DATE 6 1S 7683-TE VERTICAL AS SHOWN 656/658/660 NEPTUNE AVENUE, ENCINITAS, CA 92024 G.E. NO.; 554 ROBERT D MAHONY, ,E„ GE, EXP.: 6/30/13 DATE DATE PLANNING CASE NO: MUP/CDP SHEET 4 OF 7 c� ! DWELLING ! z 4'61 X 6'8• X 112' 1 ! I , z ti 4' TH RGH #1 TRTD LAGGING CONCRETE BLOCK ! I 1 I I o N PL 1 x18 x18 ,GALV. I ! „� r FILTER CLOTH I I l I 1 I I ! ! , � DYWIDAG ANCH PL a WITH WEDGE WASH 1 # 11GRADE 60 2'-3• �- 1 1/4 D1A TB AT C/C 1 I ! ! ! I ! tip U N AND NUT GALV, 25 FT LONG #5 @ 10 O.C. DOUBLE CG RROSION PROTECTED EACH WAY I I ! ! I ! I ►-"# " zo m W ! I I I I I I . � u N � GALV 1 1/4 ROD ! W � c� 2 6x16 WALER S 1' X 6• SQ, PLATE I ! I ! �. � � I ! Z ! I f I I ! Z ¢ w ° #1 TRTD R6H DF. 2'-3• A36 STEEL w } POLES AS PER SCHEDULE 1 DWELLING I I I I . ROVIDE GALV COUPLER WITH GALV ! ! ( I I z z 'c= 2000 PSI ! z ° ,� Z RI1D EXTENSION TO ENGAGE NUT, ROD INWARD ! ! ! I ( I I a INTO ANCHOR TO BE DOUBLE CORROSION 150 J ! t ! I L i KSI BAR, WRAP COUPLER AND 3' OF GALV 14. ROD WITH SHRINK WRAP Tf1 DYWIDAG SPECS. z cn DEADMAN DETAIL r ? DECD l j DE MA ! I 0 WALER AND TIEBACK DETAIL (TYP,) ) l I ! I SE DETAl NTS ! .�- ! w o %n NOT TO SCALE EL I I I ! I I J � W J U V ! I I > f I ! I I ! (-�-- �¢ c EXIST. EXIST W LL I I ! 1 t ! l W o TOW 92 L 84,5 T CEXISi I I I I l " � I RoFESS/0 ! -, - l , I -► -, I -, I L.A. m� op A X71 N 4� y0 TOW 93.0 / No.rC. 16459 XIST ` EXIST. ! EXP.6E30543-� BOW 75!WALL NE WALL; WALLER I FAILURE PLANE I I s9F EOA``o�\P TIEBACK LOCATION F NA" 35 DEG AS PER PROJECT AS—BUILT PLAN IPOLE LOCATION �� SCHEDULE � � z ! "SCALE V=S'-00, IAS PER PROJECT f` � N A y 8' DIA, ANCHOR �' NORTH U . . .. ' F �El/ TIE BACKS \ \1 C L Q W<KHw / rar xs r REFLECT L AS-BUILT (/)SEE SHEDULE CH CONDITIOM IN ACCORDANCE WITH � rxONS SEE AND SPECIFICATIONS S FORTH. EXCEPT AS NOTED <FOR D I M E N I E N S SHEET 8S-BUILT RELATIVE TO GBOTECHNZCAL ($OIL ENGINEERING AM J ( - yi I CERTIFIED ENGINEERIPIG GEOLOGIST) ENGINEERING. I � � (� —J r r TIEBACK THE PROJECT IS 'NOT4 COMPLETE, PLANS ONLY \ / P'-+ �;y W ao DEF,REES T B A W REFLECTS AREAS INSPECTED BY TH p POLE ENGINEERING OF RECORD It F z \ SEE WALER DET �l' SCH GrH WALER r CHARLES J . RANDLE , 0 U ( Z D U � r z Q T ! TIEBACK .w...., W C ' EnREES T B 'B ' ' . 0 � _ / CONCRETE` TOE POLE LOCATION ' v " ,' L.LI I AS PER PROJECT ELE � 1—'A . < FILL SLOPE SALE 1'=S'_, Iy IZI F-- o AS—BUILT UPPER ' WALL EL LLB � DWELLING W „ n TIEBACK LOCATION CL Z I- 2000 PSI CONCR TOE EL 98 AS PER PROJECT DWELLING � � r w 2` ILIA. PALES 7 Cwt. z N AS PER SCHEDULE W > 0 ! �TOW EL 3,0 z a w M ii ir NOTE, OTHER MOTES AND DETAINS t Sri ___ I ( JI xa rr ► e i � ► L-101 t r ' it r r rr r s rr rr tr rn ' ii � a O z Q SECTION THROUGH UPPER WALL PER OTHER DRAWINGS I i P r W i I I it 11 I ! NOT TO SCALE WALER SEE DETAIL. H � Lt'7 z o WALL SCHEDULE _ -�� - �~ - - .,. «.. «y ... .� ... .—� 11,11 „� � �y ..- ...s C!.,. r C".1.... +..C9+.+ w r1„ +..� #�, ...CT '1 � \L.l � _1 SPACI a PC1L1w PULE TD LOAD TB ANCHOR D EXIST, WOODEN Q _ TB �A' rI3 'B' LENGTH TOE BULLHEAD 1 = dam , - Q 00 N D HT A IIIMf B I3IM C DIM TIII TlB2 r�ACIN TOE DEPTH .. .. �. ._ .- ° . : ' L 00 Q Ln DESIGN TEST DESIGN TEST TB 'A' TB '8' H 1"t ' i? , �1 T- _1'Ir, _T tT "t" I ,.. ,,,Tt : I•T co — FT. FT. FT. FT. FT. FT, FT, FT, IN, LB. LB. LB. LB, FT, FT, FT, FT, Q � z I I I ! 7f° I T 6'C f 1 "1 T T` °"IT f ` r 1-7 t I T t i�� 16 21 7 6,5 7.5 12 12 6 11 34531 48344 35810 50134 29 30 2 7 ! I I I f 1 I I I I t I ! . I I ! 1 I I I I I i I I 1 I I I I I I I W CD Z Ln 17 22 7 - 8.5 - - - 12 36176 50646 40195 56273 30 34 2 8 i1 ! t II I CD w ! 1 I 1 I I ( EL. I 1 11 l 1 1 1 1 I; A1TE FILE N0. I I- - - 44124 62753 32 37 2 9 r I I ! I ! f ! I # ! r # t ! ! 17,0 I ! I ! I I I I I I I DATE OJECT DS—D2-„ 1 18 23 7 9.5 �- 12 37820 52948 ! I ! 1 t tt r tt tr r tI rr r # t ar I wo 19 24 7 - 1015 - - 12 39464 55250 49696 69574 33 42 2 9 DWG. NO. N�T E� �^�/""~,�f• 666/656/660 Neptune-05 20 25 7 - 11.5 - - - 13 41109 57552 54812 767:361 34 46 2 9 100' PL TO PL r REVISION SAIL DENSITIES ARE � REVISION 21 26 7 — 12.5 — — 14 42753 59854 ,60171 84240 36 50 2 1I2 NOT DTERMINED AND REVISI ON REVISION THEY WILL BE A PART -•-'""` TIE WALL INTO WALL ON ADJACEN OPERTY R]j j DESIGNED BY: JK OF THE CERTIFICATI❑N. TIE' WALL INTO-, WALL ON ADJACENT PROPERTY '''f� CHECKED BY: JN CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BYI DRAWN BYI CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AS-BUILT - LOWER SEAWALL SCULPT , DESCRIPTION: PLANS PREPARED UNDER SUPERV S� OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SEAWALL AND SLOPE PROTECTION ❑CATION; HORIZONTAL: AS SHOWN DATE 5 23 656/658/660 NEPTUNE AVENUE, ENCINITAS, CA 92024 7683-TE VERTICAL) AS SHOWN G.E. NO.; 554 PLANNING CASE NO, MUP/CDP SHEET 5 OF 7 ROBERT D. MAHONY .E., G.E. EXP., 6/30/13 DATE DATE O N U qry cr_ a `° V) WZ tT+ O m W U N v w 658 NEPTUNE L a w CD DWELLING 66 NEPTUNE' Lei °' z w ,: . W ° 660 NEPTUNE . 660 NEPTUNE I3WELLING u LLJ J ( , DWELLING FAILURE CIRCLE J . Ix w z FAILURE CIRCLE FAILURE CIRCLE J N FACTOR OF SAFETY - C1 FACTOR OF SAFETY = <1 PRIOR TO LOWER FACTOR OF SAFETY = <1 z o PRIOR TO LOWER WALL CONSTRUCTION PRIOR TO LOWER cn WALL CONSTRUCTION WALL CONSTRUC71ON Et 98 DECK EL 98 DECK EL 9B DECK 0 o E AD PROP r. iiiiiiiiiiiiiiiiiiiiiii UE) n (4 z 1 J W Lu EG NCIRTN cn wz o EL 78 .EG ADJ PRCIP EG L AIJJ TROP ON QROFESSO�9 h4 31 DEER `? No. C. 16459 EL 4$ ECG SC9UTH.. .. C �EXP.6E30543 EL 37 J'9TF CE A`\o�P C� W O O Q U � ? F— W W O u SOUTH PROP ,SINE n-- NORTH PROP LINE CENTER PROP LINE � �; Q SCALE, V 2D' SC.ALE I " 2.0' SCALE= 1f, 2Q,. Q < 0 C:d � u W J F�— ~O < W Q o CN Lj n THIS DRAWING DEPICTS SITE CROSSECTIONS c.�u� Ln 0 w zQ AT EACH -PROPERTY LINE AND POSSIBLE THIS DRWG . SHOWS EXISTING TQPCJo co cn FAILURE CIRCLES �l: `j��" ,��' ' )P4. , EBRUARY 8, 19'92 w 4 z W RE `✓ISED AS THE --� << 0000 < 1'0TE THESE ARE N0 z CERTIPY- T THIS KA'w"R x.' & As- ` a Ln ~ COTINUES UPPER BLUFF FAILURE IS Cv�zTI rX AC Co� tz t a �I zorl �� Q z rip 51aEC E+EC74T t31 ,� .;' E' 9 i," I XC f C!'L"Et7 C W co U NOTED ON SHEET ? � ��� �. � � �, z c9r » (n co w ' �.*�'.� Y ✓ '�, �`mms mmy ! > FILE NO. laars ; ± T c�+�+u`V.aaYaY ', a`C �r.�:! ..,,� 'r� W �+ . DATE 05-02-11 wc�l'+I �� `rI S PROJECT CHAkTaM 4 RAAM9' 656/656/660 Neptune-06 THIS. DRAWING SUPERSEDES DWG 6 ova REVISION •. 'i fl ' 'r 4/8-/92 REVISION J .,� � .• ' ���p�,y � REVISION ` REVISION 2/8/ 92 DESIGNED BY: 2/1/92 CHECKED BY: JK JN DESIGNED BYI DRAWN BY; CHECKED BYJ CHANGE NO. DESCRIPTION AP ROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AS-BUILT - LOWER SEAWALL SCULPT .t: ESCRIPTION: PLANS PREPARED UNDER SUPERV SI N OF RECOMMENDED: APPROVED GRADING PLAN FOR SEAWALL AND SLOPE PROTECTION 7683-TE ❑CATION; HORIZONTAL: AS SHOWN DATE: Z o 656/658/660 NEPTUNE AVENUE, ENCI'NIT'AS, CA 92024 VERTICALS AS SHOWN G.E. NO.; 554 PLANNING CASE NO, MUP/GDP SHEET 6 OF 7 ROBERT D. MAHONY, P,E„ G.E. EXP„ 6/30/13 DATE DATE 1a �R, eax PRO i0N z OFESS� PR �N A �o z FESS A 1 �� t�7lt^I • � ., - � 16459 m 5 No. C. 16459 , , m n P.6-30- �* u No. GE 554 N w No. GE 554 m "�'*+tlL' 4,EX 13 • a.° . , cD EXP.6-30-13 �' :. _A ""'"" "..� .. *�C P ch Ci %t • '1 frf@C * L * ., .. t GE PAP RCS bfi�► t " tt� ' , CF CA��F z x m w CF CAUF� S U^ N W �I rte et.c.�s 05 " Z M E3 EXi E1tJG iw.a q a t4l 1E fr±'F t f' 17 51 w � > ° RESIDENCE TFp T° °� t'1 jp, � fir"CC Uhl. z = n 100 ------------------------------_________ - 0 T ~~ -_---------� -9 0 _-. ---------------------------- bcocpmrL tt s. w o t f*Tor"*N'7'wt�: 5`. J O a sue:I. Ic.�t�,W T �' � Y � f1*,i*4"r U ./ vm-=,;70 ----------------. ---------_, ,• n FE EXITING SLOPE V)c7SA4& 'Nta. to* Nr CD O __ ____— _—__—_—__—___ sf 60 ----------------- J w z U ' 5 t:ANC Gl 875 5� -_-___^__^__ _ _____________-------_---'------------ { � f= g rm t7 n cn I � f, 4 _ � 1-) v c�, .rx, r' t `i e�',1 eras .� z z ®T❑E aAwk t.C.'TTL. Pvr. # w O At, t t 9 0lt1Y _-. _. _- / -------------------- ---------._--_ .. TRENCH S4i+mrfT Cry � C � � O 4 leYls4 . fd.P. 1t.4 S £a^ C� CC p�CALt4 / f-_-_--- -_ - / �... 0 i -_ � _+ P❑RTI❑N 4.) a m• v Sv7ir..F,kc tzs. -no f# .. �OFCA1 Jr r ,° 35 }/� ,NOT t4sab pwz mr— 'nm ROFESS/C A30 - ------------------------------------------------- INSTALLED f"`L^'�.77% 14r of �oP y Ny La 20 - -------------------------------------------------- e;.�.Jtw=;"s,�>r~ r ? o. C. 5 459 iM.} Wmmv"o Vfik:, f�� '+/ ` n EXP6-3054 v t TOE � ®S � c EXISTING SEA WALL . d. Pal l � TRENCH PORTION ' sT< G 41 NOT 1Kµ�tc✓r`rY1s t �.-r4 +.rl talv..�i+ A, j,,' °" 9TH of 01 F�(i INSTALLEDQ ______________,»..______�_____________----.._______- y llt..Pr(1/ I En�n ma ✓ SAGE. rye M. "VtiYWR.�� }$ .s4 vEr ht V fC.1 "1° Y F li r 1 f+EC Y � Com—CRuccio ,, , nr t a r�+r -rtrat t c. t.f t�+ea o- c t" s G Q "•' „ _ •per��j1 J� �,_ � }�,� *p rarcu�catwurt: � )�.:r6�i�LrtPPts'y�1�, 7't"a � d `�'1~+ P '' , �i�1{i+ fl </ F a"°.d1 '�e.�S s�'i`G=rbrc.w.w I—e,, i01L MoN �,w•eu.rsV6i1a"tr*d`. 4�ie i.Y.5+5. \ RIP -� EXISTING ( 7- 28- 92) A > r ' r as cs y ear I scA1�E: 7^�20' I Col1a zgl=4l ,t owuv tsar r a 527 Aeguetlo Skeet.AedwoW City.CA taw!4751 3&T�9b95 - $C-gkt,t. �.,.,,�' - 1 - z e rm- a� - 9e� �_ of :Iti�cOZZU . .FSStp i s ��.,..,. ,•,Q.r,. 7 Ag �0 Sai,Auwme �n�A t t4�stla��r-ems - gE ' O � y EXISTIFIG EXIST{NG EXISTING 10 RS1fFG£ _ 110 ----------------------------_--_--_-------------- _R�a"1.IR�� --...__�_____. _ _-_ � '� � -______ -___� __-_______ -_________-----___�----- ��SGDEN ______________ �___ -__----_________________-----------__-_______- _-_ _-____ (108.104] (118,709} _. z .,,,4,(140.104}' (I06,�04 116004 (140,104) Z f � � � - . . -----------------�4ee�-_-__-_------____ _ � _---_ _t-,r__________ _ __ ----- 100 ---------------------------------- t -- - ------------ 100 -----------------------------------------_-- ------- 1 - - 30 g o .-. . . -___________ _______-___ -____-_ .__. ____ _____ _ _- _--_-_---_- 1,_ _______ ._______________________._-__ . -----------------_ .______-_________ _� __ �__ _.. __ ______- __________ ___90 _____ __ O W //. TERRACE ( .84} �-- r , L 0 _________________ _________ �- - ------------------------------------ 7(� _- -_ ___-__ ___--------------- - �- -- ---`-------------------------------- -------------------------------- ------ 20' ���St-----��g --_ -_ --- _.�'- - 7 z r _ w N / 01L CONTACT (6S 02} ,, FILL r. S01L CONTACT / Q CD 0 ,, Q ---------------------------,t.___ __- �__ -------------------------------------- 60 ---------_--_-----__------ __, _ _ ----------_ __-----__�_____�_ � - - _- ._-_ !I THEORETICAL FAILURE SURFACE 5 0 --------- r' FILL 5 0 ---------------- __-- - --- -----------------L------------------------- — r�� T+��ORaT1C FAILURE SURFACE O z Q TS -- --__----- ------------------------------------------°-------- __------_{43 4�)___--�-��•.r-- ---- �Q ,,.•�'='� � _ � z "s.-_.,-r. f e (43,45} —. �� (� 40 ( ----� } 40 z o _ w 40 4a______________________________________._.____-________ _____________ _. _ ___ _______ _-_____--_--_-__--_-_______._�.�__--__------_ _________ _ _'____ THEORETICAL FAILURE S�Jf#F�cCE _...,_____,.___________________- -___-_---..-- ( - , SOIL CONTACT O U 30 ------------- -------------_----__-----_------__--__-_--__------------------------- 30 ------------- —_---_---------------~--_—_--------___—_--------_-----_----__—__— _—_— 30 --------------- ---------------------------—------------------------——------- t° W CD EXISTING WALL EXISTING FALL _-_ -------20 ___ . __ 2O ------______ c° z Q 0 — (f) CD w -----------------------_ _- 0 _ T t -.- .r_-. ._ .i u -__- ..___. _ _r+. _. __..__. . _. ` FILE NO. 0 DATE 05-02-11 20 30 40 50 60 70 80 90 110 20 30 40 50 60 70 80 90 110 20304050', 60708090 110 PROJECT DWG. NO. 0656/658/660 120 fi56/65B/660 Neptune-07 1 10 v REVISION t REVISION X AND Y AXIS DICIT1ZED FOR ' X AND Y AXIS OIGITIZED FOR X AND Y A'X'IS D101T1ZED FOR REVISION F.S�t� 1.873 COMPUTER PROGRAM STABL5 F.S.�� 1„2.31 COMPUTER PROGRAM STASL5 F.S. m 1,630 COMPUTER P MAMI STA&5 REVISION stAnt F,% 1.443 LOWER SLOPE F,s rc; 0,950 CONSTRUCTION F.SW 1.263 AS BUILT (GLOBAL) DESIGNED BY: JK SCALE-. 1"=20' SCALE: 1"+ 20 w SCA�E: .1 #F2 :. JN CHECKED BY' DESIGNED BY. DRAWN BY: CHECKED BY: CHANGE N❑, DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AS-BUILT - LOWER SEAWALL SCULPT DESCRIPTION: PLANS PREPARED UNDER SUPERVI I❑ OF REC❑MMENDED1 APPROVED; GRADING PLAN FOR SEAWALL AND SL P PROTECTION 76$3-TE LOCATION HORIZONTAL: AS SHOWN DATE'—S1 — 656/658/660 NEPTUNE AVENUE, ENCINITAS, CA 92024 VERTICAL: AS SHOWN f1 ./f / G.E. N❑,: 554 ROBERT D. MAHO Y, P.E., G,E, EXP., 6/30/13 PLANNING CASE N01 MUP/CDP SHEET 7 OF 7 DATE DATE