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1990-326 G (Plans) WORK TO BE DONE A. GENERAL ILL SLOP[ (Z • I MU.) - - - - - - - - - - - - - SOILS ENGINEER S CERTIFICATE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PUNS, THE STANDARD 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL � QIODr l 2� 1 u�Y ) W �QP++.� R, a �av-✓ A REGISTERED CIVIL ENGINEER IN THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE U� u SLOP[ 111HA STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR rVl('II(IO CONTOURS - - - - _ - - - _ - - - - APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY FA J IY (1 UIW - - - OF THE SOIL CONDITIONS PREVALENT WITHIN TH SITE WAS MAD Y ME STANDARD DRAWINGS& ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND OR UNDER MY DIRECTION BETWEEN THE DATES 7 0 AND 7/0/9 BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE NOPOSO COUIOURS ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY / EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' AM THEN COMPACTED TO (( G [[ r'I� 11( l.I�V�IOtJ,/ WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE 2 THE SO L3 REPORT TITLED "SgA4DL49 rLESIDroAC.E BY A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CI•� CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS I� S,C•501(- S "�E�! ► F+ DATED '� -��- gU SHALL BE CONSIDERED AS A PART PLACE, SPREAD WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH CXISIIU AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT pROPOS�D Et,C- VA1l0uS gg .3 FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GP.ADING PLANS AND OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. - - - - - - - - - - - - - - SPECIFICATIONS. RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 'I 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO pRr�ItJ�GC SWAM (2 MIN - - - ~� •/� 3. APPROVAL OF THI3 PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF SIGNED: W ,� Q - . le $ DATE: �' Z 9f� LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS NNW WAIT STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY REOUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. CONDITION. ALL STONES. ROOTS AND OTHER WASTE MATTER EXPOSED OR RCE NO.: EXP DATE 3 31 9 2 EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL DAB ll►l TINE BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. S. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT _ _ _ _ _ _ _ _ _ _ _ _ _ ADJACENT PROPERTIES DURIN4 GRADING OPERATIONS. ANYTHING DAMAGED OR 5. ALL TREES, BRUSH. GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE RIP RAP (uo. 2 BA W16 ) OFEss/o UESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR _ _ _ _ _ e N k GRADING. SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED PUKE' KE' LINO R APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS 3 No O>13019 x 6. TEE: DEVELOPE'• SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO Ev.3 -3192 WHICH IS DISTURBED OR OESTR)YED SHALL BE RE- ESTABLISHES AND REPLACED BY THE DISPOSAL OF ANY SUCH MATERIAL. tp O /V1� A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. �rEOl FoQ`' D. LANDSCAPING 7. THE CONTRACTOR � iALL DESIGN, CONSTRUCT A'0 MAINTAIN ALL SAFETY DEVICES, .NCLUDING SH ^RING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF REGULATION!' ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. S. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A OW NER 4 PERMIT T EE DECLARATION OF RESPONSIBLE CHARGE STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES rrrr 1 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED C �I�� Q �IIIID�III THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN Or THE HOM �� .IDAY3. BETWEEN OCTOBER 1 AND APRIL 15. J D A 9 PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND 1012 4U>�1�ft OILY I.ANL PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. B. NOTIFICATIONS E. - EROSION CONTROL Rtlura5 , ca. 3 104 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 1. THE EXISTENCE AND LOCATION Of UNDERGROUND UTILITY PIPES AND i IN CAEjE EMERGENCY WORK IS REQUIRED. CONTACT MAKE RRj#J AT SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE - (619) 436- 9417 ONLY AND DOES NOT RELIEVE M AS ENGINEER O! WORK, O! MY RESPONSIBILITIES FOR PROJECT DESIGN. RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTIN6 UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT Z OC'A N EA/G /WEER /NG ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE LEGAL DESCRIPTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID 4 G 5 F /RS T ST.� 92 A ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 0 (� 9) Y ¢ � O z¢ THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE fOLLOWIN6 OWNERS OF SAID 0T l F MAP ���CLO 12332 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED DR MODIFIED WITHn1iT THE UTILITIES OR STRUCTURES PRIOl TO ANY EXCAVATION, FOR VERIFICATION AND P� GNT LOCATION OF UTILITIES AwD NOTIFICATION OF COMMENCEMENT OF WORK: APPROVAL OF THE ENGINEERING INSPECTOR. BY DATE: 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING A.H. 164-180 A. SEWERS - 944 -5079 CAQDIFF 5ANUATOILI D15121CT ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF H I9 397ZG PRODUCING RAINFALL. RCE NO.: EXP. DATE: /2 -3 9 3 S. GAS 6 ELECTRIC - 800 -422- 4/33 5.D.6. � L. 5. THE CONTRACTOR SHALL INSTALL ADOITIONAI EROSION CONTROL MEASURES AS a1Ni�" C. WATER - O.M.IN.D. -7613-G MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION [ OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. D. TELEPHONE - 4500- 422 -4133 PACIFIC MLL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SITE ADDRESS C 397Zi �+ E. CABLE TV - 000 - Ott -413.3 9ANIGL5 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS 49 Exp. 12- 3148 CREATE A HAZARDOUS CONDITION. "1111111% UR 6tGINNING N 2. NNING ANY WON( ON THI3 PROJECT. PHO NE: ( 619) 911 - 5070. LTOR STALL NOTIFY THE CITY FN 'S OFFICE IB HOURS PRIOR TO 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN ITV IUAIN Cb. 9 2oZd ( J SHALL BE INCORPORATED HEREON. � 3. THE CONTRACTOR SMALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE PHONE: (619) 244 -5070. ALL WON( PERFORMED WITHOUT BENEFIT OF INSPECTION FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. WILL BE SUBJECT TO REJECTION AND "REMOVAL. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END C. GRADING OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST Q, 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED L) AFTER EACH RAINFALL. ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE ENV /RONMENTAC DATA � EXCAVATION PLACEMENT AND COMPACTION OF TRENCHES. HE SHALL SUBMIT 30ILS 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE Z REP)RTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL COVERAGE OF GRADED SLOPES (901 COVERAGE) PRIOR TO NOVEMBER 15. THE SLOPES '/`� . STEEPEST Ell /ST /MG NAT4mw SLOPcOWS/TE= .JO% MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT SHALL BE STABILIZED.WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH ' t INSPECTIONS AND TESTS WERE MACE BY HIM OR UNDER M13 SUPERVISION AND THAT SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE (I • MAX /MUA/ VERT /CAL 0EPTi( A� CUT= 4- Lk _ j HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN DF CALIFORNIA DEPARTMENT OF CONSERVATION. •A/AX/ANt(/M VERTICAL 0fPrAl dFF 9'- � L= 9� - j ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. • AVERAGE DEPT// OF CUT= ?OO C.Y. � Z]) ]3GOFT. _ = 3. �' Q) i •AVERAGE DEPTH OF F /LL = 9Gb C.Y. (27) = 4490F7 Z = 5.5 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO E,q R THWORK SIZE �' Q PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO n V ; Z FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT 8 0 0 CA, Q ��i ~ EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE 1700 C, j,± SE& QLSDWTlO�I 9! 01.- 90.13 L6Q11F16D W66bTIV�- AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. II n 9 00 C X. IR ± D[�UIiIAYION . W ew s N z Lc v 4� � RIIIEMEv B`(allim AIN w&o?A k(9INc"w FE �Po Hl� EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND �lYll■ W d d ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL LLJ LL I / QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRIKAGE AND /OR N Q J�HL� z CY SWELLING FACTORS. Apm6s4eA s'f .`� zoo REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTTVCT APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NQ. L1J Q n RE 16- E RTNWOU 265. NO. OL -13 5 -8 -90 PLAN REPA ED UNDER SUPERVISION OF RECOMMEN ED AP I GRbDItJG PLANS FOQ E TE CRI ALL _ P SEE so[ F l NO 2 HORIZONTAL I ' 2O DATE -27 0 -90 BY: BY 1r �► � 03?4 � 39726 CI EN IN IL i N�A R.C.E. NO.: DATE: -27 ` DATE: T u[ 16N VERTICAL IZ _orj SHEET OF DOUGIA�NL-. M m EXP. R.C.E. /1C0�7 R.C.E. 1 �li� WORK PROJECT NO. VOID S�ICC•I u° 2 { 5�G NEET N' 2A 20 FOR RUR P PLAN SC •' .--- --''°• a R , PER 05 -7 �BiQ00f(S /DE L ANE ��Oti OS /I�EHi,4Y 300' 5110 pE (T / P. > d= 3'53'2r R= 280' L = /3.o/ ----------taQ — ` -�' o�� LL Cv�t �oR'f115 eF pA� wAL `� a a ./ \ SLI E_ -"X o �`lo ���>E. SI�AtI. 'SE OVER- EXCA \/ \BA RiaeomPA-TEV TER 50IL5 IN AV ,a - / N IN \ \ C \ C `\ �� - - - - -- 0± \ W vA "rQOP05ED �1�L1� \ \ \\ \\ C I \� \ \ \� `N NN - - 9c 7 , \\ \\ \\ \\ ulvc fLQWAf1 / \` \ `\ �i , N �\ \ Q I'L33 � ' �- �\ \ • \\ \\ \\ \ \\ `\ \ \\ \ % A \ N° Z 84CK/N6 RIP RAP Map ►� • __ \ \\ \`\ \\ \\ \\ \ T.W \\ `\ ENa6Y D /SS/PATO)C \ \ \ `\ �- 1�0 L .\ G SAS N eEf" \\ `` `\ \ \\ `. \\ �0 Wp \\ `\ ryo. 4 , \ \ `\ `\ \ \\ \`� \\ NN N 11 `\ N. `N \� ` Q' \ \\ \ \ \ \�\ `� \ �\ `\ $� W `\ `\ W \ \\ \ \ \\ \ \ _ C ` \ `\ \` e 1 VrErSeSom \\ \\ \\\ \\ \\ \ \` \ i - -\ \\ \ \ \ ` \ \ -� L! J ` \�\ \\ � �\\ �\ I `�` �' ;; ?9126 � N UP \ z l •� J'f y Cart ) LLI ) LLJ - z z - REVISIONS APPROVED DATE REFERENCES DATE BENCH WW SCALE SPECIAL DE FICT AMBROVALS CITY OF ENCINITA8 PUBLIC WORKS DEPARTMENT DRAWING N0. LLI 1 I [E OC -007, CN /S. SO. MP //.WALL AQA�iI✓ PLAN REPARED UNDER SUPERVISION OF RECOMME DED AP OV GRAO /MG PLAN FOR. - W15 rEEL FENCE P03r. �JI 5W COR /Nr'SECr. EL CAM. DEt NOA7 HORIZONTAL �- ZO DATE 7 - � - BY: /i BY: RANCf/O SANTA FE RD. - 2!' WEST I E►L E 0526-6 OF E RSFRD. !GO' SOUTH OF f R.C.E. NO.: 397PG DATE: — 27 DATE: 1171:10 T Brand Residence EL CAM. DEL NORTE Et. = 119.476 VERTICAL GINEER /2�.3/ 93 / SHEET OF COUNrYOF5AND /EGO U.S.G. GS. DOUGLAS C..LOGAN EXP. R.C.E. 0 7 R.C.E. _ WORK PROJECT NO. Z S W ALL K JAILS IkJEL ?ACKfIt.L /ll : bT, Z' /s �A- T62�R0001IC, i �2Ee TR.4WW6, O i i IXIs. L.P. ' p KS1D -Xala >00' AA Io �� N U � o 30 1 ��.� _. �'�� 5 ' �j Mlrl• 3 it CI.R 5CC 5WE— No 2 :::; :: 2:I CUT /D P4 lu S E .- ••.:• -::�•. ,—+— � � �Ro/rooTh►oG of _ I i O ,i FOR lob 6MluG (i `fPl CALF .: . I� IG I U �(` L OT : II.I NE4I WkLL J14b6H'( IS %'P'" 09- LI OF, o"C,-A0 15611 otI C OI ,, SEC 101 6 L ROWUL c. 'l `l, '�• � +� � � '�QE�'UZ/41.I1I(a t'�CKfIt,L [ #Q �o, o �s� lit � '� / ° �h'S conlT. (rlen�� O • Y.�. IIJDI�AiL i0P OF RVAIN146 POVION. o/ Mln�. • B.W. INFICA115 T of O( �D TV. � \�` ALL CU i POFlONS OF PAD SEIQU. 6E OY�1�- [XfAVAIED ��°' RUDIMPAC P R 50115 QITORI • ��° U � ~fi � � o / v>zal� Q e /. — LI LJ 1010' Io'± R�51DtWLE III Tk�wTI z Q a o ant eo'Pfom aF PIED= 94, F � w Ih A 02 I E O NIU. / 17�iE Q" CtI ?FCfjo�l otI Lo ._ loo W -u16 - 1146 GROUP .. C I IOU C z LI 70— cn 41 lJ (n w L_1.L L sg 10 5(AL[ : IIORIZ./VE I. I " =10' __ REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK _ SCALE SPECIAL DOTPoCT = APPROVALS CITY OF C M p ENINITAS PUBLIC WORKS DEPAR L1 NT DRAWING No. J Q f 400E 60E-ET 24 iZ 31 -y PLANS PREPf kI UNDER SUPERVISION OF RECOMMENDED APPR0VED GRAVING PLAT F-K : f�VIyEl7 G INC^ /z -3/ -9 crr ur _ i HORIZONTAL A I ` ` / DATE BY: BY: 12 - jll -9 1 VERTICAL W/A ` R.C.E. NO.: I i-IC 5k NPLI fJ MIKE[ 0326 DATE: DATE: GINc EF L2 - ry� _ O' VOUGLA9 E. L06At`1 EXP. WORK PROJECT NO. SHEET2A OF 7j GENERAL NOTES DESIGN �G218W ALl S) EROSION. CONTROL PLAN 1) Design is based upon plans, topography and soils data supplied by others assumed as correct. Retaining Walls Company shall not be held responsible for costs incurred due to variation in actual field conditions. 2) Stability calculations are valid only for the load condition shown. 3) P field testing of soils for verification of soils parameters is not the responsi ' of Retaining Walls Company. Retaining Walls Company does not employ s personnel trained to perform such testing. NOTE: ECIAL INSPECTION REQUIRED •••r *i• •: tf : +trr <r :���r #• : * : *�* 4) All structural loads behind the wall must remain beyond a 45 degre uence line IT IS RE RED, AS A CONDITION OF THESE extending from the heel of the wall upward to the ground surface ess STRUCTURA LCULATIONS, THAT A MEMBER OF THE specifically designed for by Retaining Walls Company. RETAINING S COMPANY STAFF FIELD INSPECT AND APPROVE CONSTRUCTION OF THIS CRIBWALL 5) Retaining Walls Company does not analyze global stability. aining Walls PROJECT. RET ING WALLS COMPANY WILL NOT Company shall not be responsible for global stability of th 11 as proposed. ACCEPT RESPONS LITY FOR ANY CRIBWALL PROJECT RELEASED WITHO ITTEN FINAL APPROVAL FROM A DRAINAGE AND EROSION CONTROL ?0� RETAINING WALLS ANY INSPECTOR. THIS NOTE LE SHALL APPLY ONLY ALLS CONSTRUCTED BY RETAINING 1) Unless specifically covered in the erection contra 11 drainage and erosion control 5C,4 WALLS COMPANY. is to be installed by others. 2) Minimum drainage behind walls shall cons' of 4" perforated PVC pipe encased in 3 cubic feet/foot of 3/4" crushe k wrapped in filter fabric, or as specified by soils engineer. T /G WC 0R1V0V4) RZKR 05 -7 3) A concrete ditch is recommended at top of cribwalls supporting sloped earth, to / prevent possible erosion m ' n or storm runoff spilling over the wall face. (Z 4'4C � 1k1g -X1 BOCK STRETCHER TY FALSE HE F from 7 A D E F TY . 4) Erosion control and maintena f drains shall be the responsibility of the owner. e H J TERNOT ZNG 1 INTS MISCELLANEOUS I ti �r �� J -� FRONT STRETC TYP 1) Backfill within and be the wall shall be placed at minimum relative —�_ �'' 5 i i ' a ° J compaction of 90%. TYP. PLAN VIEW BASE COURSE TYPICAL SINGLE DEPTH ' yLo 5 I p) TYP ..✓ NOT To ,c.LE 2) Planting and irri on of walls is by others. I � � 0• F � )5T 4�1L0 3) Maintenance all shall be the responsibility of the owner. rM 4) As-built safety, such as installation of fencing or guardrails in areas accessible R _ eeo , 1 O_ _ , / FALSE HEA DER T Y P� B A C K STRETCHER TYP . to pod* or vehicle traffic, is the responsibility of the owner. - - - -- - -- _�(1/Q ��1 m 6 _ _ \ \ \ — _ o `7 Q�{4 L i,' �'*� HEADERS 5) Re g Walls Company Standard Plans and Standard Specifications are a part O p tW �wG 9 o I TYP. of design. loo. � w. � o? I �° �fi V • C A. TERNATING JOINTS 1A c Z 6) less specifically addressed in the design, walls shall not be constructed in aterways or in areas subject to flooding. \ 1.3.. _°, C � V:,Zi:T - °TFTETCHEF 'Z E •, \�,\ Z '. I vj� � - P L A N' v I E u B c ouR s E 7) Agency requirements which exceed the requirements of this design shall govern. \ �' 0 2� Ai d n / TYPICAL DOUBLE DEPTH � - -SIG NCT EC.LE .0 TOP OF WALL / "'. ' STRETCHERS ` nD 9 C D i PpoN : $YRE7tNEA 1 N 7- TYP / �QOP05ED CAB lOQt1� HEADERS _ CO. N, `\ " � r D J © e LiMt I ' i -f B J i TE ]VeOR [N ENCASED IN E I CUBIC v ]MEO ` E ]OIL F. Neu MOCK WRAP • CRu FAeRtC. O \ �0' v A A ` V A UNE�7r/.�� V �' I * ell ROCK W RAP P ED IN FILTER I EOU IREO •♦ ]OIL] ENOINE[R� _ ��. \ \ \ \ \\ \ � \ \ I H � �I �•►rnff M•J 1. STRENGTH MATERIALS r � I� O N A. COMPRES E STRENGTH C E F OF CON T c a of WALL \ \ \ •\ \ \ F � PSI TOE o uALL pp G TYPICAL OOU ®LE OEPT PCR FINAL 1�lCP�� �'� �� _ /' __ v� ` ` �• v � v � a 9 \ ` \ \ o FALSE HEADER STEE Fy -60 000 PSZ x \ \ \ \ \ \ \ \ \\ \ \ `\ N 2 BACK /NG PIP PAS NS E O � I O N Q T. \ \ \�- C1476Y 015311 �— U FALSE HEADER 14,5 ft. H , 5 R STRYCHER IJJ ADDITIONAL NOTES: 5� CRIBw� �►- `\ \\ ` \\ ` \\ \ \\ \\ \\ i \ \\ \ A 9.5• 4 -e 3 f JUTE Mt1TTlNG, HYDROSEEDING, OR (�E►IERItL � \'' �_ 7 F \ \ \ \ \ \ \ \ \ \ \ \` \\ \ .pr• pF uwr.l z APPROVED EOU/VALENT TO BE INSTALLED ►�0. �. \ �,�Oa 0 1' 2• i__ ON ALL EXPOSED SLOPES \ \ \ ` \ �` E 1' 73' \ \\ \ Z Z TOPS OF ALL SLOPES TO BE DIKED OR ` v v - \\ v\ \V�A\ \\ \ V A te- v v A v G � W TRENCHEO TO PREVENT WATER FROM \ \ \ \ \ '� \ \ \ \ " ' FLOWING OVER THE CRESTS OF SLOPES ` \ ` \ \\ \ \ ` \ ' 2• 111 W 1.25• - - _ -- N z V EIGHTS Ar 23 Los. 115 LeS. 123 L83.1 93 Lai. LLJ \ \ \� \ \ MlNf MVR •- PEM ORAI[O PV C O ]UeORAIN EMGA]Fe EN O cueI r• �\ \ .cE Ti:OeT OF ]i•• cnu1.•EO A -CC IN FIL FAR ■I VVV��I OR V •} nrO TnFp n• ROILS INnT. .'Fn nOXL 1 qFn J IN 039116 I� .— LL 1 i Ill EAp 12 -11 -93 'OF OF VwLL DTE: � ER 13AC, Row 'to 13E r TYPICAL. SINGLE DEPTH Z LED r X— SECTION $v1Z1E� �" UDDER GRADt. � +T P� \� - � � S «L� „e. �.L• (n 010 TEMP SAND BAG E° " LL- CHE CK D w W L NO SCALE z [J� CD C) Z � By I DRAWN MY I REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW MALE VRML DWTPWT APPF101IALS CITY OF ENCINMAS PUBLIC WORKS DEPARTMENT DRAWING NO. LJ Q 1 PLANS PREPARED UNDER SUPERVISION OF RECD // MENDED AP ROVED ERo CW - ft(- 5 �oR / //►► HORIZONTAL � (� DATE _ BY:i' BY: O/��—('1 - TWE 5RAOUN RISK Cl UUU ��JJ 3 U �l cl `� � A R.C.E. NO.: DATE: te a' /� DATE: 1=-Ac) VERTICAL ('L'3I''1; 1 1 R.C.E. 2� t,d, WORK PROJECT N O. SHEET 1 -Poo C E EXP. R.G.E. � OF $ 7