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2000-6640 TE (Plans) Z Z O tom- REPAIRS TO UPPER BLUFF ^ z O d ? J z - x PREPARED FOR: W Z 5 w gt _J df O CSR FUNKE ,. T� 7 96 NEPTUNE AVENUE z ENCINITAS , CALIFORNIA C RI U� A _ ZZ wO U QROFESStCy MS . PAULA KIMBALL., 798 MA 3 No. C. 16459 � w No. GE 554 a EXP.6-30-01 ENCINITAS , CALIFORNIA F CAI. ABBREVIATIONS: NOT — A.B. ANCHOR BOLT INS. INSULATION A/C AIR CONDITIONING INT. INTERIOR ALT. AGGREGATE JST. JOIST ru ALT. ALTERNATE KPL. KICK PLATE Q 808 P EUN APX. APPROXIMATE KR. KITCHEN - W A•D. AREA DRAIN K.O. KNOCKOUT ASPH. ASPHALT L.B. LAG BOLT A.S. ALUMINUM SLIDING WINDOW LAM. LAMINATE (D) �� BM. BEAM L.N. LEFT HANG C ALIFU BIT. BITUMINOUS L. LENGTH BLK'G. BLOCKING LW. LIGHTWEIGHT SLOG. BUILDING LW.C- LIGHTWEIGHT CONCRETE B.U.R. BUILT UP ROOFING L.L. LIVE LOAD 2-0 C.O. CLEAN OUT LVR. LOUVER C.J. CEILING JOISTS LPT. LOW POINT _ W CJT. CONTROL JOINT MAX- MAXIMUM - CORR. CORRUGATED MIN. - MINIMUM CFl. COUNTER FLASHING MTL. METAL, CFT CUBIC FOOT IAMB. MEMBRANE CYD CUBIC YARD MINK. MILLWORK CLG. CEILING MISC. MISCELLANEOUS C . CLEAR C.M.M.U. CONCRETE MASONRY UNIT NNI C. NOT IN CONTRACT CONC. CONCRETE N.T.S. NOT TO SCALE DBL DOUBLE 0/ OVER DEL DETAIL D.C. ON CENTER DIA, DIAMETER O.D. OUTSIDE DIAMETER D DIAGONAL O.H. OVERHANG D.F.F. DOUGLAS FIR OPT. OPTIONAL D.H. DOUBLE HUNG WINDOW PKT. POCKET DOOR DR. DOOR P/L PROPERTY LINE D.S. DOWN SPOUT P.T. PRESSURE TREATED ( �H NG P.T.D.F. PRESSURE TREATED DOUGLAS FIR Lwlj PLYWOOD = Z R. IN. ELEC. ELECTRICAL R.W.L. RAIN WATER LEADER EQ. EQUAL REF- REFER EXT. EXTERIOR R REQUIRED F.F. FINISH FLOOR RFTFT R. RAFTER Q FLSH'G. FLASHING REG. REGISTER SHEET INDEX. FLR. JSTS. FLOOR JOISTS RE. REINFORCE (D), (LNG) ��VOp,�1P F10. FLUORESCENT RET. RETURN F.O.S. FACE OF STUD R.A. RETURN AIR BwC Z = FNS. FASTEN, FASTENER REV. REVISION (S), REVISED 1 COVER SHEET FN- FENCE R.D. ROOF DRAIN . + . F.A- FIRE ALARM RFG. ROOFING (� F.E. FIRE EXTINGUISHER RM. ROOM a Z F.E.C. FIRE EXTINGUISHER CABINET R.O. ROUGH OPENING Z• SITE PLAN y z F.H.S. FIRE HOSE STATION S.C. SOLID CORE SITE �ROt?P FPL FIREPLACE S. CL. SELF CLOSING z LLA FP FIRE PROOF SHT'G• SHEATHING 3• PROFILE SECTION A'— A 5� FL)C FLEXIBLE SCHO. SCHEDULE ~ 0 Q FLR FLOOR (LNG) SEC. SEALANT FO FLOOR DRAIN SEC. SECTION END. FOUNDATION Sim. SIMILAR Z FT°• F°°„"G SKL• SOUND T 4 SECTIONS, DETAILS AND NOTES ww FR• FRAME (D), (LNG) S.P. SOUND PROOF O W V O FUR FURNISHED BY OTHERS SPEC. SPECIFICATION (S) •� �{�� V Z FURRING ST SQUARE GZ� DaP _ Z W J FAT STANDARD z Q Q �. GAUGE STR. STRUCTURAL GALV• GALVANIZED T.P. TONGUE AND GROOVE (l �� / Q V G.F.I. GROUND FAULT INTERRUPTED CIRCUIT T.P. TOP PLATE v f G.L.B. GLUE LAMINATED BEAM • TYPICAL (IN OTHER LOCATIONS) - W w w G.S.M. GALVANIZED SHEET METAL TEL. TELEPHONE V _r GD. GRADE THR- THRESHOLD n CACM $ Q � + D GRAVEL TOL• TOLERANCE HBD. HARDBOARD T. TOP OF SLAB W Q Z HOW. HARDWARE T. TREAD Sj J HWD. HARDWOOD U.N.O. UNLESS NOTED OTHERWISE HEIGHT W z VERTICAL Z HVAC. HEATING/VENTIIATING/ V�B.T VAPOR BARRIER AIR CONDITIONING VNR. VENEER Z VERTICAL GRAIN �j\L HOSE 818 H.D. HOLD DOWN WN' VINYL CITY OF ENCINITAS NOTES o e� l `` Y `� H.C. HOLLOW CORE W P• WITH _ REVIEWED FOR CONFORMANCE : L S HT- OP. HOT DIPPED �� WEATHER PROOF RESOLUTION PC L'T I�P/UTP QD-fl3 VICINITY�/ THENA ST FU ND. HDR. HEADER BEAM WAINSCOT BY CITY OF ENGINITAS X1�'INI ! 1 A/,�� DATE 2-tt-oo HDR. I.C.B.O. INTERNATIONAL CONFERENCE OF W.C.WC WALL TO WALL y—y BUILDING OFFICIALS WIN WATER CLOSET 1, NOT MORE THAN TWO CAISSONS SHALL BE DRILLED, OPEN AND PROJECT LD. INSIDE DIAMETER wo WINDOW NOT TO SCALE N-047 AND N-O" wooD ENGINEERING SERVICES COMMUNITY DEVELOPMENT UNPOURED AT ANY GIVEN TIME. 2. NO CONTIGUOUS DRILLING ALLOWED. °NG "0' DATE, a BAT Q OS FunkaKimboll-01 , _ 3. CASING OR GROUTING SHALL BE DONE DURING DRILLING. REVISION Q T SE ANS VE BE REV WED AND APPROVED BY ! _ L T T E DEPARTMENT 5 n AS-BUILT RMON a 7-13-00 v s� REMMON -st-ao qp CIVIL ��Q REv=N ® 9-2i-DD AUTHyIZE 8IGNA�UR ` of `' _.. C.y�o1 SIGNATURE TITLE as poi T 10i17i0 /y I CHECKED BY: 11011 DATE RCE DATE 6640 -' G _ U 1 OF 4 T- 20 z a BU. PRI BREM O'T NSI N 0 UPP R W LL REST ENUE IT T 2 I X ? j 08 NEP UNE VE. RO ERTY S5 97.89 x Z • 09 3.55 -- 17 2'33 X r i Z �! rn 9 e5 a W � 1 6 r ka Z e WESTERLY pLONGATIDN OF NORTHER Y LINE #16 z &r 8 7 �n�• 91• �4 � J '� L1 0 #15 N • a .#1 I APP XIMATE 9g , 91-66 rrPP3 T1'�LINE 76 1 Skl 798 00 NE AVENUE ^� Z -- X 9 F•-• .r- _ �� w k h� I _ I X A-2 �- -f° _- 2� � o w 89.31aAl 3.>4 Z{r to 0 Z N Z -0 LLJOP, BUILDING FOOTPRINT KIMBALL k z ° RE2DENCE 798 NEPTUNE AVENUE- 91.88 M QFpFESSJO� N � MAy q4 APP XIMAT IN P GR M - NN AL EA �R9 TA E A ® ® No. C. 16459 LDCA Z TIED K R .lST C ME U M TS t9 kEIA x No. C. 64 / 1 s T ON o- EXP.6 30-Oi e // / 88 4g , — 1 92. 1 7 91 62 A 9 1` s� F 92. 71 � / SPAC BETWEEN P RS / SHAL BE CHEMICA LY OR / # TO D APPROX. 20; PROPOS D SEAWALL APPROX. 106' LONG $, 6'-O" WI SLAB R E AT 796 AND 798 NEPTUN AVENUE W 3 0 CANT E rrQPs (UNDER SEPARATE # W PERMIT p EL J/'� TrPE S 8'56 Uj 91-62 U X ETAI WALL 92-23 2 �-1- #4 I e BUILDING FOOTPRINT FUNKE RESIDENCE 37 U #3 --1'96 C I . . 6 NEPTUNE �`\�-_____ Q 89 42 AVENUE _ I Z � _ w zE I C� --% w :D zz 3.49 B-5 81 9 '36 M > Q 2 3> Q 1 W e6 W Z z � k 97.9 LL. a W Wz I LL. z eo �6 (0 rn WESTE LY PROLONG AT E UPPE BURIED ; —�' t\ r OF SD THERLY LINE RETAINING WALL ' APP MATE M© ITORING PROG AM SOUTH OF 796 1 " w w NEPTUNE AVENUE , k —_ V %-j Q ANNUAL M SUREMENT TAB L - 9115103 z W J X BUILDING FOOTPRINT '4 o °- a Kt BALLRESIDEN FUN RESIDENCE 0.81, MATTINGLEY ` (n W U 79$ N TUNEAVE- ENCIN AS 796NEPTU SAVE- ENCINITAS RESIDENCE 794 ` �� (� POINT DISTANCE TO BLUFF DGE POINT DISTANCE TO BLUFF EDGE NEPTUNE AVENUE ,` Q. W Q Z A-1 30' 6" B-1 37 11" A-2 341-01, B-2 37 6' Y A-3 31' 9" B-3 36'-8" ,t k z -4' 31 3" B-4 29'-v , Y W A-5 w 30'-19' B-5 28'-U' B-6 35-4- 1 91.95 FILE N0. NOTE: �\ ,� DATE ALL SURVEY PO NTS CAN BE IDE TIFIED BY NAILS P CED IN TH OUSE. p(pe 2-11-00 ALL MEASUREM NTS ARE TAKEN ROM NAIL TO LEA ING BLUFF GE- PROJECT 99-047 AND 99-046 OWO. N0. 52 t Fmkexim60U-02 2 RMON (E) ISEAWALL (E> PP ' 66 0 -i� U REVISION © 7-13-00 I UPPER NOTE, TOPOGRAPHIC MAP OF �1ON a 7-21-00 Q LANp SEE PROJECT No. 99-Di7 BLUFF WALL L O T S 14 7 15 Oc S'L Y 7 FT, O f LOT 16 REVISION ® 9-21-00 THIS MAP WAS PREPARED USING PHQTQGRAMMETRIC COMPUTER I STATE THAT THIS DATA HAS BEEN PRODUCED BENCHMARK ENCINITAS B L U E E S Q AS-BUILT 10/17/03 AIDED DRAFTING TECHNIQUES. BY ME OR UNDER MY DIRECTION IN �' G CHECKED �• CONFORMANCE WITH THE REQUIREMENTS OF V� FORREST L F� FOR 2DIr IN OPEN, UNOBSTRUCTED AREAS THIS MAP COMPLIES WITH THE CALIFORNIA LAND SURVEYOR'S ACT - YOUNGS 0 The benchmark used for this plat Is San Diego �■ NATIONAL STANDARDS FOR MAP ACCURACY, IN AREAS OF (CALIFORNIA BUSINESS AND PROFESSIONS a County Verticnt Control Monument No. O.C. 141, ■4�p\ SETL ENGINEERING CGNST„ INC, DENSE VEGETATION WHERE THE GROUND IS OBSCURED FROM VIEW, CODE SECTION 8700 ET SEQJ. Lic No. 5363 located on the east side of Hwy. 101, 150' ■ • SCALE 1' = 20' CONTOUR INTERVAL I FT. CONTOURS MAY DEVIATE FROM CORRECT ELEVATION, south of the centerline of El Portal Street In SCALE: 1"=10' (O'" �nc"a Z OF 4 9 Exp. 6-30-00 = N®RTH the city of Encinitas, CA. • DATE OF PHOTOGRAPHY JOB NO. SHEET OF FIELD SURVEY CONTROL BY WALTERS LAND SURVEYING, F El. 63.913 M.S.L. AUGUST 24, 1999 99-7299 1 1 OF C A�, O 3933 SEA LION PLACE, SUITE 100 CARLSSA& CA 9200@ U Z Z � O U � W 0 U w 798 NEPTUNE AVENUE z 1 0� (PROJECTED) W at y� (( 796 NEPTUNE AVENUE I EL, 88 5GRADE (PROJECTED) in 90 B-1 C9 Z O 80 J w W cu ` (N) TIEBACK Z W 70 v (E) SLOPE APPROX. ' 1.5:1 TO 1:1 (H:V) QFtOFESS/p� IYOVt- II ti No. C. 16459 PROPOSED 30" DIA. w No. GE 554 m DRILLED PIER n EXP.6-30-01 50 / BURIED RETAINING WALL * I 19 ro, OF CAl1Fd EL. 48.5 � 40 - [TERRACE DEPOSITS 30 ANGLE OF REPOSE OF UNCONSOLIDATED SANDS) TERRACE DEPOSIT SANDS TOP OF WALL 17' MSL.t Q 20 NEW SEAWALL TO BE Lu Z BUILT UNDER SEPARATE 0 PERMIT � ` \ CLAY SEAM ARDATH FORMATION L . ...� 10 a C � APPROX. TOP OF /y j TORREY SANDST FORMATION SANDSTONE \ ARDATH FORMATION U. . 0 Y APPROX. BOTTOM OF WALL TORREY FORMATION (SANDSTONE) � j Z 0' MSLf � T2 J z S BOTTON OF Q BORING @ 97'f N Z :3 IL LL, p li PROFILE SECTION A-A ~ Z Q. Z Z � SCALE: 1"=1 O' D ~ Q Z V O V Z �Of Wp (� V wLu V1 Q Ym z ui Z 0 1=i Y Lj FU NO. DATE z-11-0o PRQIECI 99-047 ANO 99—a8 DWG NO. FurlkeKbnboll-03 REVISION 7-21-00 AS-BUILT 10/17/03 REVISION �. REVISION CHECKED-BY: ROM 6640 -6 - U 3 OF 4 CANTILEVER DECK U SLAB ON GRADE ]CR6 Z 6'-0" (MAX.) #5 0 12° #4 ® 12" #5 Q 12" (4)#11 (EACH FACE) TIEBACK #5 @ 12" O.C. {E) GRADE IMBED, PROVIDE C6�AN KEY (OPTIONAL) Z AS READ 3'-0' ± T.O.P.W. GENERAL. NOTES : ~ C F VARIES 2'-6" 6"± 3'-6„ EL. 88.5'1 g 4 ® 12" c.c. F 1. Design and construction to be in accordance with 1997 UBC and local Codes. .. h �- 2. All dimensions, conditions and location of 0 l _ #5 Col 12" C.C. . facilities to be verified and determined U iv in field. 0 a #5 0 12" C.C. (4)#11 EACH FACE Z - - - 3. Exact location of drilled piers for buried X o o #4 TIES ® 12 ' C.0 „ retaining all at upper bluff can be W = I LE EMBEDMENT adjusted as field conditions require. W <t LENGTH (MIN.) 1 G Z 45 EXTENSION to _ _ WITH 15" HOOK C,J, 4. All cast-in-place concrete shall have Z + - I ROUGH CLEAN SURFACE OR compressive strength of 4,000 psi at W - _ 4 0 + '-0'± EQ, EQ. F • PROVIDE BN13N2" KEY (OPTIONAL) 28 days, U.N.O.. J (END SPAN) (TYP.) (TYP,) 59" EMBEDMENT LENGTH 5. All structural steel, if any, shall be A 36. SEE NOTE 11. FOR #11 BAR (TYP.) #4 TIES ® 12 (45" EXTENSION WITH 15" HOOK) io 6. Reinforcing steel to be Gr. 60 for #4 bars and above. EMBEDMENT LENGTH p � o FOR #9 BAR (TYP.) w_ 7. All exposed steel shall, if any, to be Z -R N H PIER (TYP.)CONCRETE F` galvanized or coated with corrosion C7 0 b in I inhibiting point. Z (� I p I p Tieback heads to be completely coated with J W V ° M M epoxy grout or concrete. W 8. Special inspection is required for ((j SEE SECTIONS FOR 04 installation of drilled piers and tiebacks. ZZ (UBC 1701.5.12). V STEEL DETAILS 30" DIAMETER t DRILLED PIER 9. Section at construction joint make rough #4 TIES (TYP.) i' or form key. 10. Minimum 3" concrete cover required for all OFESs reinforced concrete exposed to soil. �pQR MAti Nk Q 0 0,� 11 . Tieback notes: a. Use Dywidag bars and Dywidag standard w No. C. 64 9 m hardware, or equal. a o> EXP.6-30-01 r ( ) 8 -O (MAX.) 8 -0 (MAX.) +i b. Bar to be 1 1/4" dia., Gr.150. k�L ,� 3'-O"± _ 8'-O" MAX. " " " I N (4) O.6ltedraati270 with 9rt.CE0fEINV, P* 1041-0"± ° @ utilized. eOFCAt�FO o cn d. Tiebacks installed at midspon �* UJ between piers. e. Tiebacks shall be epoxy coated and a covered in concrete. GRADE BEAM DETAIL A-A f. Use adequate centralizers 0 10'-0" C.C. I SCALE 1/2"= 1' (5)#11 (4)#9 Use (2) min. centralizers per bar. g. Tieback Loads: Tiebacks at midspon: Design load (DL) = 72.0 k `O Test load 0 150% of DL = 108.0 k o ® Lock-off load ® 60 % of DL = 40.0 k I U) Tiebacks at each end span (at contractor's option): /� UJ (T OP & BOT.) Option 1: Place (1) tieback at each end: V � ® 12" 6" CURB Design load (DL) = 72.0 k (150%) = 108.0 k r UJ (T Test load ® 150% of D V L = 162.0 k , l- 0 Lock-off load 60 % of DL = 65.0 k 5 '^ 44 /2„ V J O t 5 0 12" a #4 @ 12" (BOT.) 4 is V .J Z h. All tiebacks shall be proof tested to ' ` Q X ih test loud. W Z d. i. Grout to be cement grout w/water-cement CJ FOR PIER v` ratio w:c of 0.4 to 0.5 = 5 al. per - - - - _ SEE DETAIL D-D "' sack. ( ) 9 P t A Q a -~ I Allow up to 22.5 cf sand/yard. V I `O 4 < a� .R Allow cure time before testing. a N A B B R EV I AT I O N S : Provide for two sages of grouting. First stage of grouting shall be for a 4 a pipe grouted frroms bottom to of holey t le Z \ . � � � T O�W N) -Top-Existing, New w � W B.O W.W. -Bottom a approx. 24' up from bottom of hole, to -�-- - F pier wall J Z W - - „ provide for bonded zone. 5 @ 12 T.O.P.W. -Top of pier wall Second stage of grouting shall be � a C.C. -Center to center accomplished after accepted testing, all Q U.N.O. -Unless noted otherwise way up remaining hole. W WZ B.O.P.W. I Z D FOR PIER I I I EL. 48.5'± W SEE DETAIL 0-D W Z Z 3'-0"± 8'-0"(MAX.) 8'-0"(MAX.) -0"(MAX ) CANTILEVER DECK 00 SLAB ON GRADE to C0 6'-0" MAX.) ^ Q SLAB DETAIL B - B SECTION C - C IMBED, Ld Z SCALE 1/2"= 1' SCALE 1/2"= 1 ' AS REQ'D j 3'-O"± 2'-6" 6"± 0 L U 5 1 3,-6,. 6' 0 X 2" KEY W a J QF' co #5 ® 12' C.C. V t%) Ca.? UPSLOPE (4) #9 EQ. SPACED �0 W WW #4 TIES AT 2" C.C. AS b=30" ON UPSLOPE SIDE �F1 #4 ® 12" C.C. ' „ SHOWN ON S TION C-C #5 CAA 12" C.C. r , #4 TIES 0 12 O.C. ^Q^ _J UJ TIES 16"x16" ( W/ UPSLOPE 0 DIAMETER ~ 5) #11 SPACE W 1 1 2 GAPS 4) 11 EACH FACE L.1.. Y Z_ 135° HOOKS MIN.) ON DOWNSLOPE SIDE _ #5 ® 12" C.C. I OR 6) #9 EACH FACE (TYP.) Q W Z U f'c=4000 si I 8x8 x1 8 DIA. HOLE W/-BAR D Y Z Q (4) #9 ON CONC. PIER -1- ° " " „ iv ' . UPSLOPE SID W/ BEVELED DYWIDAG (OR EQUAL):46i 6010� FU No. MIN. DEVELOPMENT LENGTH LAP LENGTH l WASHER 3 STRAND: 4-0.6"DIA. 270 .KSI IN INCHES (Id): IN INCHES (1.31d): C;� ��N' + - l USE #4 HOOPS AT 12" C.C. DATE (5) #11 ON GPe FULL LENGTH. PROJECT c = 3.0 k f'c = 4.0 ksi = 3.0 k f'c = 4.0 ksi DOWNSLOPE SIDE PLACE #4 HOOPS AT 6" C.C. ss- oa a+o 99-046 #4 1 12" #4 1 f" 16" 3" MIN CLEAR - 3' SECTIONS (AS SHOWN ~~� 01YG. N0. Funkel0mboll-04 ON SECTION C-C). PROVIDE COVER PL., BAR & NUT REVISION 5 b=30" HOOPS W/ 135' HOOKS OR USE & �-a+-oo # 15 #5 20" 1 #3 SPIRAL AT 3" PITCH CONTINUOUS. W/ CONCRETE AS-BUILT 10117/03 #9 44 38 #9 S8 50 r 2 1/2"DIA. PVC SLEEVE REVISION #11 68° 59° #11 89" 77' TIEBACK: DESIGN LOAD=72.0 KIPS REVISION FOR LAP SPLICES USE CLASS "B" SPLICES. SECTION D -- D ALT. SECTION D - D SECTION F- E TEST LOAD=108.0 KIPS LOCK-OFF LOAD=40 KIPS DESIGNED BY: 0 SCALE = 1 RH " 1/2" ' ` (LAP OF 1 .31d) SCALE 1/2"= 1 ' SCALE 1/2"= 1 UNBONDED ZONE=16'1 CHECKED es: BONDED ZONE=24'± RDM AT CONTRACTOR'S OPTION ROUND TOTAL ANCHOR LENGTH=40'(MAX.) HOOPS OR SPIRAL COULD BE UTILIZED: 6640 - G -- U 4 OF 4