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1995-4376 G (Plans) 1415]0 Y LEGEN D GRADING NOTES PROPERTY LINE LEGAL DESCRIPTION NOTIFICATIONS SOILS ENGINEER'S CERTIFICATE LOT 6 OF 1144P / W /2(094, /A/7NEL' /75 OFEAI21X /TA5', L/VA17YDF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES I, /�NT//ONYFBEcFAJ A EXISTING TYPE'E "A.G. BERM SA,UD/EC70, S7ATEOFd9L/FgW14 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS REGISTERED CIVIL ENGINEER IN THE STATE OF A.P.N.: CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL EASEMENT LINES - -- A PORTION OF &4 - CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY PAVEMENT (PROPOSED) SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ON THESE PLANS, HOWEVER: DIRECTION BETWEEN THE DATES -4/-27- AND 6 ONE COMPLETE STA?!lC'TZIX4L SECT /ON oE?SD /LS EAIG/R/EEK REQUEST FOR INSPECTION. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY I0 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY RECOMMENDATIONS, HAS BEEN SUBMITTED TO TH OFFICE OF THE CITY SPOT ELEVATION A SITE ADDRESS 2. THE SOILS REPORT TITLED - 0,0 4tlOS9 /L9EAk9 /A1E691A* MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES ENGINEER, ALONG WITH UPDATE LETTER DATED Y -6'-9S FURTHERMORE I _ /051 U/IE6AA/DSTREET OA/ COA/EJq�6Ra40. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE EXISTING CONTOUR - -0501- _ _ PREPARED BY54ACTAFE30/L5� RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE OLIUENNAIN, /?4. 9,1 DATDJAALW91, 1987, SHALL BE CONSIDERED AS A CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. FINISH GRADE CONTOUR /3 PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND > OWNER /PERMITTEE ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS LOCATION OF U'IJTIES AND NOTIFICATION OF COMMENCEMENT OF SIGNE � CONTAINED IN SAID REPORT. WORK: If Q�pFESS/p;,�/ DAYLIGHT LINE �` � /05/ GUS AID STeEET RCE NO.: H G333 ° rc. FILL SLOPE 2 :1 MAX. G!///EAIMIAI e4. 92024 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A. SEWERS - e?-5.D. 1033-2772 1 SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF o EXP. DATE: 2 - 37' g g IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE B. GAS & E` CI' ?iC - (800) 422 -4133 N0. CUT SLOPE 2 I MAX APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN ESTIMATED QUANTITIES CONJUNCTION WITH IMPROVEMENT PLANS. C. WATER -010U/0. 753 -6466 EARTHEN SWALE (SEE DETAIL) OFCAI��'` -' 29' CUT 550 C.Y.* 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE D. TELEPHONE - (800) 422 -4133 DIRECTION OF DRAINAGE GRADING. 11646 ELL CXA/,UER�' L'EEl /F /(ATE FILL 550 C.Y.* E. CABLE N - 700-51902 HOSE BIB m EXPORT 0 C.Y.* 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED DIA11649 / .UE'e6W L'E.� /Fy7,�A'7_A eE6 /37ERCD SaLSEAKz /A/EE20A'6250LGYi 19T TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 yg9A- 56VOew/N & /iUEATD•S!/QA?6 / e,4ZZ GM.01%& BROW DITCH PER S.D.CO. STD. DWG D -75 TYP. "B" ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 1 REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PHONE: (619) (033-2770. RIP-RAP 5T4fjlL /T�OF7�E�/TE. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMi? PURPOSES �� RIP -RAP W /FILTER FABRIC& N0.2 BACKING PER ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 3. 'THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR /1 �/ �('�fL•� p�JTE tg - SDCO STD. D -40 PLACED 5' WIDE X 5'LONG X I'THICK QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- INSPECTION. PHONE: (619) 944 -5070. ALL WORK PERFORMED S/6A/=105 ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO AREA SUBJECT TO INUNDATION BY 100 YR. FLOOD OR A LICENSED LAND SURVEYOR. REJECTION AND REMOVAL. ENVIRONMENTAL NOTES: 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 5 RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND (EXCLUDING AND EXISTING MAN MADE SLOPES). FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND EROSION CONTROL 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2' AND THE MAXIMUM REGULATIONS. VERTICAL HEIGHT OF FILL 3.5' 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF 1 2 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT (/) �UCEW1654A/D AT 759 - 020(0 (PHONE) 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.f.) = 1.15 FT. MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE AVERAGE AREA OF CUT S.F. CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. O F NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1.19 FT. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL "T� OF FILL AREA OF FILL (S.F.) 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT n_ MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF WIC&AND �P SC ALE - ti!D EX 157_11V6 PRIVATE ROAD PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, TEMPORARY DEVICES WHEN RAIN IS IMMINENT. STREET' A� EX /ST /N6 MANHOLE \ UT/L /TY E'AsEMENT GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING RAC SCHEDULED WI PE,2 MAP /2(094 SHALL BE SCHEDULED THE CITY AT LEAST 48 HOURS IN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED �jy/q�/�/ R/M El- /62.99 ADVANCE BY CALLING (619) 633 -2770. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. E Pp 1. E. = /53.17 Z 6=7 °43'30" R =540' L =72.81' 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES RQAD PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEERS Fj ��t %\t \ 12 IZ R=560' L = 75.50' DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE AFTER EACH RUN OFF PRODUCING RAINFALL. E ` \ CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER L SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL 60i CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO OPERATION. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES L 21 /(gyp WHICH MAY ARISE. RIO '� \ r P N 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING IMNA /Tf� tiIAP \�� f 2g5 Z� �/l r� PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 0� - RELEASE OF SECURITY a AND AS- GRADED CERTIFICATION SHALL BE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO NTS. Ilse 20 �' CONST. DRWY. /(0'WIDE PROVIDED STATING: THE GRADING UNDER PERMIT NO. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDiTION. Q Q \ 4'710- 6 HAS BEEN PERFORMED IN SUBSTANTIAL CO- STD OAV L W 107 - H) - ) iPRO/V PER S.D. . 25' CONFORMANCE NTH THE THE ATTACHED AS-GRADED P PLAN". THIS ISTATEMENTTRSHALLHBEWN ON 7. GRADING PLAN C HALL BE INCORPORATED HEREON. THE APPROVED $3 E (ND FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER° WHO CERTIFIES SUCH GRADING OPERATION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY \ �"�6 o4a'S� FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK \ 9 �� \ £ N.65 27'37" E , 92.65' 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED DAY. 9 \ SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE PERS.O.CO APRON � /(0'GU /DE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE s° 8 CO ORWY. Y 4,0R 05 -7 � AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN � Oq - n ,p \ SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT oC�s 7Q - 1 SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 90 �� . 'a 1 EXIST /N6 MANHOLE GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND T i � � ; 5 RIM EC = /6023 /NOEL. /49.9f TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE 6 C'� - IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR ? 6521 \ S6' O EX. SEWER E SMT TO CARDIFF CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH �i rQ S �, SAN /TAT /ON 0197 PER OOC. RECD. SOILS REPORTS AND ARE SUITABLE FOR THEIR T INTENDED AU E MENTS AND EXCAVATIONS OF THE D EROSION AND SEDIMENT A CCORDA NC E CONTRON D OOK / \ f AC 6PIL�2y' s� / 90 AS FIR 90/055395 O.R. OF CALIFORNIA DEPARTMENT OF CONSERVATION. N6°00'00W Q \ / A ER D j;�;; WA 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED m 3 8 �'�;; ; w o EX. TER EASEMENTTO OL /YENH,4 /N m ER O /ST PER MAP 29.00 ' / I\ a MUN /C /PAL W41 - ER TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING -- 3` OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID N0. 12644. DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION ��i /9 %�n� OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT �� iiiiiii -,, 8 A R =200' L =117,55' DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 8=180' L= 105.79' H N ////////////i/// / / / / / / / / / / /ii/ ✓ ///iiiiii i /ii // /i/////////i////i// /////////// 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND � _ ��„', ��,,, ��,,,,,, ,,,/ ,�� ✓� FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE i � iuii � MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE EARTHEN SWALE DETAIL iiiiiiiiiiiiiiiii�iiiiii iiiiiiiii� ?1 i i/ L 0 r I ny SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL NO SCALE o, AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM loll A P 1 P SS if NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO . M�TJ�" C „ O� / /// / / / / / / / / / / / / / / / / / / / //�/ / /// / / / / N Oar ��i �� A DEPTH OF 6 IN. AND THEN COMPACTED TO A MINIMUM OF 90 / / / / / / / /// ,�� „�,,,,,,�,,,,,,,,,,� �� « w PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO �� /��„ m , N ��iiiiiiii ,c.cliiiiiiiiiiiii�iiiiii iiiiiiiiii iiiii iiiii iiii i /iiiiiiii iii iiiiii 'i 0 w 3u�im PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT y DECLARATION OF RESPONSIBLE CHARGE �� ,,,,,,, „�,,,,� „� „� �� _ d ACCORDANCE WITH SPECIFICATIONS. iiiiiiiiiiiiii � iiii iiii��b�i�� iiiiiiiiiiii ii ii�iiiiiiiiiiiy iiiiii •i - 2 2 iiiiiiiiiiiiiiiiiiii r iihi�+rri iiiiiii I� rn x u �,�� %��,T��,� I� 6 /iiii / / / /i /ii / /i / / / / / / /// / / / /ii /i / / / /// /// //// / / / / /n //i //////i Z m I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. � 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE ° � � /�'�G4/r� n , �� / / / /74( / / / / / / / / / / / /M/ / /LL /L.L /H /// �� /� / /�� ►' GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS �, � d =4 22 38 R =750' ��,,,,,,, ,�,��, �,�� „ „ „ „�� „�� „�� f�� ,� m PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS X %Mx . f` . " " " " " " " " " "' " " " "" �� % % ` �� ^ SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. �I �� L =5730' " " " " "'� " "�� iiiiiiiiii�icti� iii iiiiiiiiii/+rri iii�iiiii „�,,, W g SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE - s "� "�� i��i�i��i�� Y� ��itii��, , °j ilk �O�p �I N ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY' y CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS i� iuiiiiiiii i,rr,T,i,ii, iii „ BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT V!';;; /,� �;;;�;;;;;;;;�;;;�;;�� EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE � o _ LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT SECTION A OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN DESIGN. RitfESSIO FILL BERM DETAIL ACCORDANCE WITH THE GRADING ORDINANCE. p c 4 ke{ 6Y: DATE / `� <Er P ?`� NO SCALE `_ 4 =3 0 43 16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL -t OZ WAYNE PASCx �� 175 -65' SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF L `5060 R.C.E. 29577 ca R" 40' ROAD ESMT. THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT w pa+a o - - EXPIRES 3-31-99 rk 1, M �� HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE LONE NE � �= 7 8.36' 175 DEBRIS R FILL SHALL BE SECURED APPR S OILS EA¶NEERFAND 535 NO N6yW4V1D/ 5'U /TEA �° 3 l 6' 2' X 12' 12' 2' 6' ��N. 9o22'27 " E JACK ROAD ~ 5 T _ CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 5W,f/A �ALl/ 92075 23.00' Cl rr . 2. ° ° 2°� 2 o Q 175.65 ' _ s FX/DIIE• (v!9 259 -82/2 ?°/ ?/° 2�° d =8 14'18 R =575' z N-1 0809E mo w)- 175.99 Q ' (w OF �l14 �� cu 5 = /53.8 0 „ ° ' ` (/) E X .3 A:C. OV R 6S'A. B. EX. TYPE'E' "A.C. DIKE L= 82.68' o M / l� Vj Lij W I EGAND STREET z z TYPI SE CTION NO SCALE z Q REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE L'OMMUA1lrV DE116WPMEA1T 0167. s B APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING W Q D_ IMP. PLAN9Z8I-R 0C- 0073- CH /SELEOSO. TOPHOWZ.MARKEO APmOUEO: PLANS PREPARED UNDER SUPERVISION OF RECD MEN ED A ROV GRADING PLAN FOR T.M. 88-115 W /STEEL FENCE P05TAT S.H! CPR. n INTEL04MIlVODELNOR7E�RHO HORIZONTAL 1 '1 240 ' /� DATE S BY: C BY WIEGAND RESIDENCE 4376 - G SANTA FE RD 23'N. RNO. SANTA FE /J RD. e60'5 EL CAM /NOOELNORTEIF R.C.E. NO.: 29577 S / LOT 8 , MAP NO. 12644 RECORD FROM S.00O. OERT. DATUM VERTICAL N1, B K- • ��- S`q lq S DATE: DATE: ^� } ELEV. 119.476 DATUM= USG�6.B ENGINEER EXP 3 31 99 R- C.E. - WORK PROJECT NO. TM. 88 -//5 I SHEET 1 OF PE 645