Loading...
1998-5388 G (Plans) A GENERAL C. GRADING 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1 . ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS SOILS ENGINEER'S CERTIFICATE N STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE I, ALB6Rr3Z• 13A ,RY A REGISTERED CIVIL ENGINEER IN THE STATE OF CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL d THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY M OR UNDER MY REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS DIRECTION BETWEEN THE DATES 311197 AND 311211'7 ONE 2 . THE SOILS REPORT T TLED CAKDIFr- SEAVIEW �1l•�.AS PREPARED BY BARQY ANA AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS COMPLETE COPY OF THE SOILS REPORT COMPLIED FROM.THIS STUDY, WITH MY OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY NpM GRADING PL DATED 311Z I97 SHALL BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND ��' GRADING PLAN . ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE \Q� AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND (LQ° 2 . THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 3 . APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, SPECIFICATIONS.POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR QQ ®Q�pFESS/py WITHIN STREET RIGHT-OF-WAYS . SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO SIGNED: DATE: CJ( 2/`�� �����PS R.9yRP �yG \� �° Ga�9 THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS C276 83 m \\ \ 4 . WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RCE NO. : 2-7 Gc8 3 EXP. DATE: 3 3J /0 E%P. 3W102 Y \\ 5 z 5 INSTALLED. J--7 * `c C�\\ ti s \ c S . CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL sTq�OF 4 CA�`F � �\ y9yC 9*x� PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS . ALL O DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE \ CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM DECLARATION OF RESPONSIBLE CHARGE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE VICINITY MAP REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR' S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, N o SCAL.E SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 7 . THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING 4 . CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS . THE SLOPES of C O N ST1RU c?10 N ITEM 5 4 LE G6N D AND REGULATIONS . EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT DESCRIPTION DWG. NO. Lr GEN D QUANTITY 8 . GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT © Cf3ESCERENCH D RAIN-`+�F181.p S-100 SERIES r � 4`Z L.F. A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED DESIGN. HOURS OF 5:30 P.M. AND 7 :30 A-M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES QRt7FES S' F, OR Eq UA L RECOGNIZED HOLIDAYS . SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. THE SEA BRIGHT COMPANY w��`� T® � � � 4322 SEA BRIGHT PLACE Q� ' ` l�1 INSTALL S•1) PRECAST I$n SQ DRAIN BOY Colt E(�VAI, 3 EA 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL COPE S1DE5 FOR PIPES POURF30TT0 CARLSBAD, CA 92008 Nc^ e, ; N1 BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 619/720-0098 * �. O IN SIALL.. 10 PVC = r,� ( •�• HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A ® I * �� INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL O REIN F OIZCE EkIST STAIfLS UCiC. PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER BY: �0Q}(/I ��� DATE: _ TZI�9�j OO FEINFO SPECIALtiESIGNED S}jOQIIaG •- - -. AT LEAST 48 HOURS IN ADVANCE BY CALLING (7(60) 633-2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 0 IWSTA DRAIN PIPE DI2.St� __-____ aj29 L.F. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY RCE: ROBERT O• SUKV P SCE 2830 2 EXP. DATE: 3131102. "d I� � O 6 NDg DRAIN BOY Or,EQUAL p PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL ® e�� CURPb oNly SD12SD G• I i '1 L F. SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL O CONgT: REI.WAII, GNf SLOPING IiACKF1cL gbRSD L`2 m 118 S.F. CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH D. LANDSCAPING ©O C0�1ST RC:T• WAu. M+� LEVEL 13ACKFILL SDTfi13D C3 � 93 S.F. REGARDS TO THE HAULING OPERATION.(NAUL RoUTE REQUIRED AT PERMIT ISs0AgcE) 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH >E SUA7ELCZ T6 FIEt_D DISCgvER.y 11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND OWNER'S CERTIFICATE kri SURSEGT 70 SITE SOIL. CON DITlONS AN AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING IRRIGATION STANDARDS. UNDER PERMIT NO. 5388 G.T HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PROPE RT�I LINE - - - - ATTACHED AS-GRADED PLAN" . THIS STATEMENT SHALL BE FOLLOWED BY THE PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST PRoPo5ED P C.C. FLATWORM DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING GRADED BETWEEN OCTOBER 1 AND APRIL 15. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY E X1-STIN G ELEVATIONS - - (14�_ - - OPERATION. AND ADVISE 0 E COMPACTION AND STABILITY OF THE SITE. TOP OF W ALL_ fW. E- EROSION CONTROL / O�`- 9� T. 1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 33013 R. DATE: TOP OF FOOTING F.X013E:-1�T MUELLER 1=1NISNEp GRAD 1✓G. AT (019- 992 - `J891 B. NOTIFICATIONS 2 . EQUIPMENT AND WORKERS FOR EMERGENCY WORK . SHALL BE MADE WIANAGEfL FLAW LINE ,• T 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY *EARTHWORK: 'TOP OF GRATE G. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FINISHES CONCRETE ) •C, AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EXISTING UTILITIES EXCEPT AS SHOWN ON THE PLANS, HOWEVER: IMMINENT CUT = 570 C.Y . THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT FILL = 2. 1 O C.Y. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK THE APPROVAL OF THE ENGINEERING INSPECTOR. SITE. IT IS THE CONTRACTOR' S RESPONSIBILITY TO CONTACT THE IMPORT/EXPORT = 3GO C.Y. FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 4 . THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH * EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND 4 NOTIFICATION OF COMMENCEMENT OF WORK. RUN-OFF PRODUCING RAINFALL. ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL 5 . THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND/OR 0 A. SEWERS - CARDIFF SANITATION DISTiZICT 7/00- 753-SUI$ SWELLING FACTORS . MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED 0 B. GAS & ELECTRIC - -160- 4 80- 77?-3 GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. tV 0 UC. WATER - SAN DIEGuITO WATER, D1S'f121CT 760- G33- 270°) 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY D. TELEPHONE I-$OO- 4 22-q13 3 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED Q - WATERS CREATE A HAZARDOUS CONDITION. E. CABLE TV - 1-$00.9 22- 113 3 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING ca PLAN SHALL BE INCORPORATED HEREON. NOTE: NO NEW FIRE I- YDRANT WILL 13E REgUIRED � 2 . CONTRACTOR SHALL NOTIFY THE CITY ENGINEER' S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 760/633-2770. 8 . GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM PROVIDED THE 73UILQINGS ARE FULLY. F)RE ), U THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. S PIZIN KL.EIZ E E) . Z 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR SITE ADDRESS: INSPECTION. PHONE: 760 /633-2770. ALL WORK PERFORMED WITHOUT 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE 2146, 2148, $ 2150 MANCHESTER AVE. 0„ U BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY CARDIFF, CA 92007 O FORECAST EXCEEDS FORTY PERCENT (40%) . SILT AND OTHER DEBRIS SHALL U d BE REMOVED AFTER EACH RAINFALL. ASSESSORS PARCEL NUMBER I. 261 -061 -40,41, 8 42 0 ENVIRONMENTAL DATA: 10 . SHOULD GERMINATION OF HYDROSEEDED SLOPES FAI'L TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO OWNERIPERMITTEE m m O NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW lU im 0 INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND 5EAVIEW VILLA5,L.LC, A CAUPMNIA, UK. UA13- CO. 1 ) Steepest Existing Natural Slope On-Site = 20% SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF C/O RO[3ER'f MuELLGR CONSTRUCTION, INC w Lo ti CONSERVATION. 3525 DEL MAR AG%GHTS READ, M3" - tL SARI OIE60� GA 92130 N � 0r'w l N 100 Maximum Vertical Depth of Cut = 5.0 ' ® v TOPOGRAPHY BY: a� - SANTA FE SURVEYS, INC. s BUILT Iftcom 3) Maximum Vertical Depth of Fill = 3.5 535 NORTH HIGHWAY 101 -SUITE G * EXP.Ml-02 � Q SOLANA BEACH, CA. 92075 ®m sTq CN0 4) Average Depth of Cut = 5'10; x27 LOT AL-'DeSC. K-4 o• SuKUP ' OFcnuE� = 3 2 I S. LI 12 13 of 73LaeK 30 L q6C)O SAp1 DISGUITO WATETZ DISTIZIGT ENCINITAS FIRE PRoTec-r1oN DsY MAP i.IM -4,1 01 2$302 0 ' 5) Average Depth of Fill = 210X 27 _ 2..2Z SzevlewED �y: S.� �Q R=VIEWED j3 DAVE >zce tz Cn z 2550 W DATE : lo/LO AS ` DATE: /4 a W W W z z SIGNATURE EXPIRE 2`IRS FROM DATE 71T I CD © O REVISIONS APPROVED DATE REFERENCES DATE BENCH MAAK SCALE CoMMU�(lTy UEVELapME1�l`r Z _ ' AS 13V1LT sj, D( APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q CL OEScRiPTIOle HWY (01 BRI0GE#A78-81 PLANS PREP_ ARED UNDER SUPERVISION OF RECD ND D A OV CROSSE5 SAN ELI LAGOON, HORIZONTAL IIr" REVIEWED By: �` " BY: GRADING PLAN FQ2 GATE : 7 ZI �/ gY; S 3 S8-G N.E. CONCRETE WING WALL, sTNf� DAVE: �� `/y' 9� �0 ©. 01se STAMPED OC- 13(0 1968 VERTICAL N A• R.C.E. NO. : 302 PATE: ©'ZZ' 6. Z 2196 2198, 2150 MAN CHESTER AVE e1 w.: 19.793 _ DATUM- USCtGS ENGINEER DATE: >ZoBE>`T O• SuKUP EXP. 02 WORK PROJECT NO. DIZ %-217 SHEET_.j OF Z MAN CHc STER AVE. \ v � ��� I, •vA a �g6 L� Z 0 �. Y i � ' _ M• 0 PLAN%? IN FRO11i of WALL b 151 +11ASTALL NEW tu �6 ' �L NOTE'• WALL. ALONCs FRONT CURB OF PROPetL" 1S A FREE ��°1A� � � A � \��. 5'SANOttrtG OtScoRATU6 �j' ���'a� ��0•Z�� . LXIST CURBcUt- NO cu 6 WALL --- MAIL BOXES © �\�►4�, �� 2 5 I �ti � ���y ' �� _ 25 - 251 Fc^ ., 1�'gc• '� Z.b7 F s 16'0 �. : APT�_ ,�s>Aias 4� 3, - 9F.C• 1bb� 40" r1c. y I ti4 1 n G' c. GARDEN p.c• I� qpA WALL. 78.3 8.2FC. _ 78.15F.C. - Ec'- 78• 33T•F �1' A f) - - - - . • �b•o 7 s OF•c• 1Ze211 _ { 1521,6 77, 4 IWALL b Z �� 17.6 rPAD=6847 - - f v�- _ �' - 5 = - - 7 n qp 6• 7 I Atj 11 963 VERTICAL. CUT FOR l78 > n tl � `. 7, FG'S �i '' I� WALL CONSTRUCTION '�- - : x \El 11 F,G• . It II , •C. II I 11 III III - II n L.r�.STER OF PE•MI SSION I�EQ tJ lO PROVIDy-'MMPORARY CONST. FENCING 11 I hn )-- 1 . I - - - -- _ _ -- - p _ ` AT TOP OF AI-r- TEMPORARY VERTICAL CUTS - 11 1A• I, I� _ II WORK. ON Ag3ACEWT �"2oPER'CY SECTION I° I " 17�si F.F 7 � II i1 FF: '[6 0 i� T n ' 98 Q1W b9 (F SEE LETTER PATER 1611198 ON FII_G AT THt C11�/ 7 s' PAD=77.17 7767 . FF. 7$.Q` 6 1 3 - Fc. a PAD-17.17 antis ,1 7 PAD:T7 17 ,6954 / y3 LETTE 77,Zrc. " '17.ZT6. II It rL of PERMISSION ~ 'I ,- 16.5 165{t _ u 76 $ It Re tUtt?ED TO WORK oN " ADSA,CENT PROP WTY T r SEELETiER DA-rE0 8I1�98 ---- -- � " � _ _ � � m . : A ' _ � . ° I 9 EXIST►NG 5TA•1RS � 't,AND/�V6 TO SE e FILE. 0A-E cl8y n �$5 6• 7F , . it I 7 U CEINF•6KcEp AFTCP- WALL. .15 REMOVED.-NEW -1(� EY\SC.W/VCCALLtD �coNDO*- �4 �t7.8 F, 1��� a �� ,f 98dIw HAND SAIL MAY BE REQ'p, ONCE 1NoYi1- ) 5 OUT ON PLANS TO r - -76 11.8 ' ./ Tf 8 - kEMOVED EXTENT OF Itg�ik'IR-Z 0.410 T3E BER6MtlVED -� ' r J $.C1TV•1 „wl _ -,`' " 8O �a b"`F- _ X6.8 7a.b7 PE`�ISRM IATL�� 12.0 . 1I yI _ i r w n g.0 16.OTVd bO qF 0\°4• 68.E [�. I q .Q 16.o F V \ u 68. T.F. bald° 60• 01.11 ' u 78.0 76 TR S'0 7607 " 74.67 h6 0 75.3 F 6:0 7q.bbTW > �1f. G8 F W 68.r fa 793' 74.0 73• T.F. bs.bbT.t . 1�. I. 661 VERTICAL. CUT FOR -b8 gOTJ�I 76.0 0 14.61 " - ° 7 ,3 -TW (END ALL) . WALL caNSrRUCTION " 0 "I ' .", 1ki 76 66T,F- 1°:nr 73.33 -T.F. - �•.3 7466 73.34TW b• 0 PROVIDE TEMPORARY CONST. FENCING (.9 to g�•F 2. 68.661 68• d o A� 'TOP OF ALL TEMPORARY VERTICAL. cm ANTICIPATER LIMITS OF �� °, 68.(o6TF• PAD-68.6 b tVI 7 "I SECTION 2-2 SHORING - SU137EcT - „ _ - - - ' °�� 0 1Z0 d7?.p FF. . ,u 5 ,, ANTICIPATED LIMITS OF I TU SITE, CUNDITIO1.lS 1 'k•' FF = 69.5 �S6E F-OONDA-GI011 �•68,bbS•F• 68.66rFty PAD= 6,8.0 ; i SHORING° surs�ECT To SITE C:UNbITIOrUS I' =6 H}V ! .I A PAD: 66.(0" PLANS f OF,F-y{1CT �� LIMITS OF LAUNDRY�Z.O 1D.0 ' (�J,3 7Z.O 14.01 ' - O LOT I 1 I ROOM # GAKA6E� y �.6� si` 6g 66 Zt le7 1 a41W 13. I �r 68.66-GF. oil ALL.iI;E,5IDENTIAL I LOT 12 - { 4 961A.INING WALLS . f' LOT 13 _ { ' TO Zw- CON5TRUCT-E,D - 7 tD 4 1 111 P6RBL11Lbl*I-C� 'DEPT i VARIAt3L.E HT �04 14AX) a• FROY IRE GdP$ @ , - 1SLAN CHECK PERM I T 2. II 13.39 OT. 11 2. COMMON WAIF b I r III. 7G. \(4.5 M1N• i bS.b6TF. SEE $LIKe. ' I C`19')_ 6. • 1 - `' vI PLANS Q A a VARIE5- DEPENDS ON FIELD CONDITIONS - 30 SHOWN( t �I 3,3`h \ �• y6 I ` °'fZ.O 11.33t`d .IO,Z - NOTE' ALL PERTMETE{: VE7 WHING WALLS, b$ Ir 68 , �EGI1�• w-A b7TW Ob'1 .� it \ ' t n)) -REMOVE EXIST FENCE(WALL THAT INCwDING SHORING A¢E TO tiE T3U1LT ANO <�°' 12' It. ' 1F " 13 . ` � 1o.b 2 3'� (• ICJ• r yl . ENCROACHES ALONG EiNTITE LCNGTI� 17 -W12y26H.S. BeAMS 1NSPECIED VIA THIS RlAN. O �W to o c. n _ _ .` t Z•I01 1`'o1.3q'f•F• 4,1 bb�° 10 rLF. - II. 68.66T.7F. 7p.4+ '71.33TM/ BEGIN WALL OF CSEE LETTER OF PERMISSION (TYP•) r 5. OL *10.61 y'i O� VIo 'f O i� - ( O,p 41 1VJ tW' I, pATED ON FILE AT THE CITY 9 oc.MAX• y>5 sI NO RETAINING WALLS OR A550GIATr;D b bg• b F TW o p,ob b&6611 . 1 . N 12.0 66.b4+KF G9r fo (� - _6$.661 ^,"' 1�,a.lk Lf. {�'Fy 1o.b a.bb tF' 1 DISCHARGE AREA DRAIUS� TZOOF DRAINS 7.5 5BOWN FOOTINGS MAY ENCROACH ONTO 69,3A _ - 69d 3X12 PLANKING ADSACENT PROFF-ETIE•S• q 11 ' �" i t9' • b"ll_ ,I . rLFKENcH DQgItJS IIl1TO le SQ BOX CTYP ALL 3) II . CALL 3" � PVC PIPES P B6TWE6H - - ALL WALLS NOT PART OF RESIDENCE ;�' u 2 �- ' bq4 !� , �, X91 _ TW, T t3EAM5 CHOUS6 cONSTRUCTION�- TO Bt AUILT E= I° 4 I 33 70.6 -- - - PER COUNTY OC S,D STNDS A A -4!'1.1 - Z Z 71'S.lbT•F _ DEH BUw 83 - ESV. 8{97 11.33 CVJL 3 T T �1� \ v L FJ.Ev fo5.5�• - - 6 .0 T -6. - 2j F 10. PVC E R '• g �. -� A I N Lb. W �?AD GRA08 i 8.�1 7f0�e -69.5 - (0 3 T I e 11 .V•I. ELOCATE ' , 0„ a R q�l�' 4a8•b7�69 33'T.rr. -70.0 II•f� c EWt IS op l AIG yl 5•b% �5.(, 0 11 of IO PVC 2 NOLE @ 2.53% I 70.661 W. END WALL or BAcKG[LLeD W f ALL 3 C1N n,- McJy c F Euti, w b'33 --- a °^10.� �? xr 9 -70._0 - + �AL N6 6,6E aoccrC L ROCK oR SLUtt"Ly °1 SF I - - - A K I K i . -. - - 68.6 MIX- SV83'EcT a. - ROUND i TO G1EL17 - - - - j 110USE SIOt ' rl� 6?,1 2 Z , T . I • 2 i Rr Iw CONIO1TIOAS of sl3otzlNG ' 25' �b't _>Sti y_"- - py, ;� ` - -Z S' - - o DRAINAGE ALLEY IMP.RGVEMCNTS `, �, • r s _ Fee 53 B 8- T - -_� - - -- -- c - ------ to .i � � Q2 M,\ • •; cI t � _� b� --. ENp OF EXIST. sF & SEWE2 � s• __ _ 6'AcBERM� _ SURFACE DRAINAC� •5 5$, SLOE o�\ - 9i�-® Pp IN ALUEN TO RE= AAW 66 f = fJ - - \_ v__ - --- w �Iu_• THE 'SAME AS I S �' \ �s�`� PT O.�� Il - k I�= TYPICAL SNORING ELEVA-t'lol.( ' a STRI/cTU RAI- CALC S L,y: FLORES LUND 4 MOIBANED f4 L QIzV DAl 0��� oN FILE AT TNlcc CITY _ G W L LIJ Z L C DESIGNE BY I DRAW � C REVISIONS APPROVED DATE REFERENCES DATE �NL�I'I �AARK S�iALI= APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Ld < I, AS BUIt-T o DESCRtPT►Ot4 HWY lot 3RIDGE#A78-SI PLANS PREPARED UNDER SUPERVISION OF RECD NDED A OV D CROSSES SAN ELI 30 LAGOOUj HORIZONTAL { ' $ I DATE 7 209 BY: BY: C-�'RApING PLAN FUR cJ88�G N.E. cONCR6TE WING WALL) STND , _ _} ��^A1�/�C,t��i R.C.E. NO. : Z63b2 ZI'I/o Z 19S Z150 MAMCHESTE AVE . D15c STAMPED O•C° 13Fs , )%6S VERTICAL N.A. �� � T- DATE: ��'�- fl DATE: ��LZ 'R$ > > R ELEV.: Iq,'!°13 DATUM USC+' GS ENGINEER 3 31 OZ ROBERT A. SUICUP EXP. WORK PROJECT NO. DR. 96-Z17 SHEET 2 OF?,