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1996-4603 G (Plans) WORK TU BE DONE: / A. G>e11DtAL GRADING c. fi>RADIIIG DECLARATION OF RESPONSIBLE CHARGE / r / -� 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK •' / To � STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSI CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND BLE CHARGE OVER THE DESIGN OF THE PROJECT AS ( / iQ AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED DEFINED IN SECTION 6703 OF THE BUSINESS AND PRO- AND WILL DETERMINE THE SUITABILITY OF ANY FILL MA N IS CONSISTENT v ° TOR TO ANY MATERIAL. UPON FESSIONS CODE, AND THAT THE DESIGN THEREFROM SHALL BE APPROVED BY THE CITY ENGINEE R / REOUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS WITH CURRENT STANDARDS. .\ �� VISION AND THAT IN HIS 0 HIS SUPER 9 E MADE BY HIM OR UNDER / TESTS WERE V r AND �Fcahn c� Gca � 3 ��c /i.,9ina� y (/ 2. THE SOILS REPORT TITLED SHAL BE lion CONSIDERED AS A PART O F BY CGro�•� � OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS OAT /- (J ED F THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AN D EXCA V AT I ONS ARE ACCEPTABLE FOR THEIR INTENDED USE CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME , 2 S - BE G SHALL G G co }cchni / 9 c�c I � - RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROJECT DESIGN. 3. APPROVAL OF THIS_PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL LOCATI AND TYPE OF DRAINAGE FACILITIES, NOR O IMPROVEMENTS CONTROL SURFACE Op M �1 0 9 - / ,n • ATE: F FACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR LOGAN ENGINEERING <0 TIES • 1� WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO 132 N. EL CAMINO REAL, STE. „ N " S � � �••'' THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS ENCINITAS, CA 92024 I C�N�J'�1�C'�l� PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 619 2 -8474 i M A A G Q'� V�� L& 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. FILLED AND FILL UI RED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE SHALL TAKE ANY NECESSARY PRECAUTION$ REQUIRED i' 5. CONTRACTOR gy 1J SPECIFICATIONS. ALL DATE. � / U. SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECI (O _ � � �i3O.�(�'r ��C, S. ANYTHING / PROPERTIES DURING GRADING OPERATION x. + PROTECT ADJACENT PRO 1 OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE VEGETABLE MATTER AND 1� 1 � �Q DAMAGED DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. ' 1r� V' ��� D �� I� •� EXISTING PRIOR TO GRADING. �'3� LOOSE' FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM RCE NO.: C 311 EXP. DATE: (Z PE V � � q�l \ / �•�j '� /f �Q. - 6133 Z 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 9 Q E�® ` I AD a - ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE Q M g I 1 ` •� MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE t9 m 11 '` Op p I E6 o ONS `�' m � DANCE u`f , I I F I LL IN STRICT C 39726 ACCORDANCE WITH SPECIFICATIONS. SURVEYOR. d Fxp. 12 -31 A7 a ®� 0 9 of rl ►40• Z CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE SOILS ENGINEER'S CERTIFICATION ' {{�� __II '►aS,L DESIGN, � N �ry ��� 7. THE CONTRACTOR SIi ►4F1�15 Or I � DEVICES, INCLUDING SHORING, ANe SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES � ` CIV M IL O �. I j 3 �`V '� L TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED I, �/ R IN i�hn is Srn� h�,n cI A REGISTERED C W V A AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CIVIL ENGINEE THE CALIFORNIA, STATE OF CALIFORNIA PRINCI- 4 OI �QE THIN I PEQ C -4 �EGlnl t461J *ZZI V-.UJ• AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND / o 0 ���� 1 (! y O W . Eh�O( A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN / q O h / 3 C -A lz•W HOURS OF R E P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES !!0 -96 AND RECOGNIZED HOLIDAYS. �p o NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREG 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL ONE COMPLETE COPY OF THE SOILS REPORT COMPILED / Il 7 ` SANDS AG 9. RADING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN 400 SUBMITTED M TO THE OFFICE OF THE CITY ENGINEER. (� MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A o Q 1 - g,T W P CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS 3 AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN / 39 L lV ,a THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCOR- CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. � (� PORATED IN THE GRADING PLANS AND SPECIFICATIONS. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY E. ZROBION CO11'PAOL / PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 9GOTT TdG�I? SIGNED: V DATE: g 17 A _ �� / G F S 0 COMPLY WITH AT 7 LL 7S 04 ©.: R SH liol 6 4 4! o PROPOSED HAUL ROUTE. THE DEVELOPE 9 9� 3 �. CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE I NO_ '� Q> Z EXP. DATE: /� f q 7 3 / / y . "� X91 S ' 1� `�'C I AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY (�J / \ _y. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO u O .__I V PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, FACILITATE RAPID CONSTRUCTION OF'TEMPORARY DEVICES WHEN RAIN IS h � y �g {f� F J / -�'� p �[ AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING EMINENT. �, UNDER PERMIT NO. 4603 - G HAS BEEN PERFORMED IN SUBSTANTIAL ¢ ; 782 F m 8 0 r 0 cc p. CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT Exp.12 -31 -97 G r n Y THE A / I / Q B OR . sk ATTACHED AS STATEMENT SHALL BE FOLLOWED THE APPROVAL OF THE ENGINEERING INSPECT 0 y D ATE ANON IGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO OWNER /PERMITPEE- J''�OTC l 390 / � �- WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH SCOTT & JILL TUCKER OFCr�L�` � {DY+ // +�•; / B. IMOTIFICATIOND RUN-OFF PRODUCING RAINFALL. r(jZ'1 hl(E(�Af[ E 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL / OUpHda<!t q?.0 2 0'PUBL /C SEWErPEST���� o � STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED 1041 ( 41-191 EXIST TO C.C.W.O.PEROOC.NO. /- \ �y EAST. CRADE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. i / / OM D /!�Y 7(7 E4.=386 9/- 0229848 RECD EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: SITE LOCATION: / f 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY CHE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED VACANT PARCEL 250' MORE OR LESS, NORTHWESTERLY OF 3S� PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK WATERS CREATE A HAZARDOUS CONDITION. THE WESTERLY TERMINUS OF DUSTY TRAIL IN OLIVENHAIN // T_ I A147056 '46"45 SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING A.P.N. 264- 221 -05 EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND PLAN SHALL BE INCORPORATED HEREON. 4Qfj Q /0" E� /ST EiISEMEl1(T ipp�QQ '� O" NOTIFICATION OF COMMENC>;XENT OF WORK. � 852 °03'/4 "E & A , A. C. PAVEMENT N O.00'L_5 ,PER P. M. " /4d59 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM LEGAL DESCRIPTION: THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. �_ ' A. SEWERS - 753-0153 L.C-W- - PARCEL 3 OF P.M. 14459, AS RECORDED IN THE CITY 0-, P,?/VATS ROAO f"UT /L /TY B. GA4 & ELECTRIC - 800/422 -4,133 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT ENCINITAS, COUNTY OF SAN DIEGO, SEPT. 11, 1986. 7 1 � ( �p /V� RQA EASEMENTPee P. M. 14459 I! THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY C. WATER - 763-6466 O.M.W.D. FORECAST EXCEEDS FORTY PERCENT (403). SILT AND OTHER DEBRIS SHALL 8O � BE REMOVED AFTER EACH RAINFALL. D. TELEPHONE - 800/422 -4133 - PACIFIC BELL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE E. cA9LQ� TV - 1- Boo -d�2 -4133 DA/JIELS CADLE EFFECTIVE COVERAGE OF GRADED SLOPES (903 COVERAGE) PRIOR TO Y �� -� LEGEND NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW i L� ADDITIONAL EROSION CONTROL NOTES INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SITE T 75O �QI ITEM STD. DIMG. SYMBOL 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF DUSTY TRAIL / G� UT� 1 JUTE MATT /N6 NYDROSEED %NG OR ANY WORK ON THIS PROJECT. PHONE: 619/633 - 27 CUT SLOPE (2:1 MAX) --------------- Y PRIOR TO BEGINNING 70 CONSERVATION. U� --- * EARTHWORK QUANTITIES ARE CALCULATED ON A f N c SP/ APPROVED EOUIhALENT TO BE /NSTALLED Z 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THEORETICAL BASIS AND ARE UTILIZED FOR I o CR Lo r LN. FILL SLOPE (2:1 MAX) ----------- - - - - -- F ILL ON ALL EXPOSED SLOPE INSPECTION. PHONE: 619/633 -2770. ALL WORK PERFORMED WITHOUT PERMIT PURPOSES ONLY. ACTUAL QUANTITIES y c ' NIL- I` O W BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. MAY VARY DUE TO UNFORESEEN LOSSES, I PROPERTY LINE ---- ------- -- -- ----- - --- 2 TOPS OF ALL SLOPES TO BE DIKE OR EARTHWORK SHRINKAGE AND /OR SWELLING FACTORS. :.A riL Jl h v J DOVE NoLLO W TRENCHED TO PREVENT WATER EASEMENT LINE ------------------------ �'� GEO RELIMIAIAKY TEG1�1JtGAL ItJVF�✓TIGATIO�I FLOWING OVER THE CRESTS OFSLOIpES P I7;Zor09ED SINGLE FAMILY RE01DEWCE VO C.4. CV 1 _ -- -_ 395 PAl2GEL 3 ,TERMINd6 OF PAVED ROAD oFF 009TY "(RAIL-. C UT- 1350 C.Y. FINISHNCOCONTOUR --------- ----------- - HYDROSEED r!IX SHALL BE AS FOLLOWS: Y • w I FILL- 100 C.Y. LQ� C.�, ri ll.l� i - A IJC�d NTOUR ----------------- - - - - -- 390 - 2,000 LBS /AC. MINIMUM WOOD FIBER MULCH a' Lam` FORTUNA R (39 & - ) 1,000 LBS /AC. MINIMUM AMMONIUM PHOSPHATE SULFATE /EXPORT- 1250 C.Y. 0 a9 w EXIST. GRADE -------- -- ----- ---- - -- --- (16 -20 -0 W/153 SULFUR) (3 y C'N [ L J 392' o 20 LBS /AC. MINIMUM FESCUE, "ZORRO" ENVIRONMENTAL DATA ( lL.l , �r GIVr Q FINISH GRADE -------- -- - - -- -- -- - - ---- 20 LBS /AC. MINIMUM ROSE CLOVER S pCIL R O ' DAYLITE LINE ---- ------- ----- -- -- - - - -- `41 a , w IIP 1) Steepest Existing Natural Slope On -Site - 15 % ¢ OWNER'S CERTIFICATE S� DRAINAGE DIRECTION ------- - - - -- -- - DATE: P. C..Ci. (�ICO DlT`FI - - - - - I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLO- m D °7rJ - -- - - z �� Go SITE „ RETAINING WALL - - - -C -4 - - - -- 2) Ma ximum Vertical Depth of Cut - 5 GIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING p NF VICINITY M � - - - - - - -- - -' - - - - - - - ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITF- $AhID1MlAtS 5 - (/1 3) Maximum Vertical Depth of Fill - 3' i NO SCALE pr2rV (A.c. Oa P.c.c.) - - - - - - - - - 4) Average Depth of Cut - 2.ro' * / .�`� 3% T.�. PG. u48 -� 3 L►�► � w LL z OWNERS TUCKER 5) Average Depth of Fill - 1.5 z 'l z CL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY YELOPMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w p p # HORIZONTAL - LC THE TUCKER RESIDENCE E PERM /T /NAL //2296 IIJVBt2T OF M.�L #19 PEI2 6rZovt/fJ V �.I`.e� PLANS PRE RED UNDER SUPERVISION OF RECOMMENDED AP T O ,, , / P GRADING EROSION CONTROL PLAN FOR (L OOL E S /9 9 PN7 S89SGIFiN L /F DANIELO LOT 7 SEW _1ZLI I " - 30 i DATE : BY: � B i + II \- 4603 - G ><TEN91oIJ YVp - PJA9ED ow � ^,- COU ?.7.M. No. J -0302. l J�'�'�% Q , y� 3- 14 -q(. _ R.C.E. NO.: 39726 DATE DATE: -� � VERTICAL N �A E INEER , PARCEL 3 OF PM. 14459 T.E. _ 333.49 OATUM : d.O.G.9. APPROVED PJ`( DATE DOUGLAS E. LOGAN EXP WORK PROJECT N0. SHEET I OF I