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1994-3989 G (Plans) CITY OF ENCINITAS GRADING PLAN A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, OWNER STATEMENT LEGEND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, C. GRADING THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS PROPERTY LINE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY AND DESIRABLE FOR THE EXISTING ELEVATION 30 0 N 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION FOR AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS PROPER COMPLETION OF IMP OVEMENT , i # /5/O¢¢) PCL 2 PM 17122 REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. i ; L ' ' C PAD ELEVATION PAD EL 341.2 PREPARED BY CARDIFF GEOTECHNICAL � � UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT 2 DATED 6/30/94 o; AODENOUAf dATEO 9/9/ 94 8/2 � 99 SIGNATURE FINISH ELEVATION 3 SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. � OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE FRED FLO D ALBERT B ERTHA CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND THAT ALL OWNER: EXISTING CONTOUR X 300 ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. & EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. ADDRESS: 1330 RANCHO ENCINITAS OR, ENC INITAS 3¢ CA [CE MAk GA R /7A,E,VC / AI /TAS FINISH GRADE CONTOUR ,300 �� 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 2, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO ASSESSOR'S PARCEL NO. 264- 2 4 0 -ZO DAYLIGHT LINE If SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 619 - 634 - 3031 (858) 759 - 9 5 9 0 IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TELEPHONE: FILL SLOPES (2:1 MAXIMUM) AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT CUT SLOPES (2:1 MAXIMUM) DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. OWNER'S CERTIFICATE: 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. SWALE AND FLOW DIRECTION -?x -- 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE EXISTING GRADE NG 5. CONTRACTOR SHALL TAKE ANY PRECAUTIONS REQUIRED TO PROTECT BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE OVE ALL GR IN F ITY AND ADVISE N THE ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR CO AC ION N STY OF THE SITE. FINISH GRADE FG DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE CONDITION E FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND EXISTING PRIOR TO GRADING. ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE � - FINISH SURFACE OF EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND THEN COMPACTED �' � CONCRETE OR ASPHALT FS OR TC 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR TO A MINIMUM OF 90 PER CENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 9PNA UR DATEI 5 /GNA7 DATE BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE HIGH POINT HP ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR WITH SPECIFICATIONS. A LICENSED LAND SURVEYOR. RETAINING WALL �r RW 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO 10 TOP OF RETAINING WALL TW 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF SOILS ENGINEER'S CERTIFICATE SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED I, VITHAYA SINGHANE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, BOTTOM OF RETAINING WALL BW FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED ON PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, PVC CATCH BASIN N EXCAVATION AND EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME HEREBY CERTIFY THAT A SAMPLING AND .STUDY OF THE SOIL CONDITIONS AND CLEAN -OUT ) LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112 SHALL NOT SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. BETWEEN THE DATES OF 5/1 1/94 -� _ AND 6130194 . 7/8/99 AND B/2 /99 RIM ELEVATION R 341 MILE OF A STRUCTURE FOR HUMAN OCCUPANCY CONDUCTED BETWEEN THE HOURS OF 5:30 NCY AND 7:30 A.M. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, Q NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE WITH MY RECOMMENDATIONS, HAS BEEN SU TTE© ES THE OFFICE OF THE INVERT ELEVATION 1 340 V COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CITY ENGINEER. FURTHERMORE, I HAVE REV �ED THE GRADING PLANS E tee. - - - - - - 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH AND CERTIFY THAT THE RECOMMENDATIONS. AN .l.UDED * THE SOILS REPORT �aGVFII /� '. 6 PVC STORM DRAIN _ - - - - _ w FOR THIS PROJECT HAVE BEEN INCORF3pA IN THE ;GRADING P �O Q1l SlJl�4y�, (SOLID WALL) MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL ' €` p PRESENT. CITY INSPECTOR ; CIVIL ENGINEER ; SOILS ENGINEER OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS AND SPECIFICATIONS. t, ; V' p� ssep N i° <f O PVC CLEAN -OUT CO GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 4 ` / ` 0P� p 1P��NG <y �m 2109 (NO INLET) 0 SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED - - - '_�- - - - - -- Z Exp.5 - 3100 cc - y 619 633 -2770. R.C.E. 23485, GEOTECHNICAL 782 A RK 8/JRWELL w �� 7 `m * G� RIP RAP ADVANCE BY CALLING ( ) EXPIRATION DATE: 12131197 aC7..EN(a.GE0L0G /ST i * Exp. 12-314k 6P 2 F O" * Q I � Z/U9 EXP. S /3 /�OD �' * T 9� F RPNG G� a�P V 10• PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY E. EROSION CONTROL V4AAi 1 Q %_ � � T14 � CHN OFCAUF�. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE `(� ' rF P DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE EXP /2�3 /�O/ of CA FO r 1 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ALBERT CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER R OF WORK NOTES: ° S SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE /� BERTHA AT !8 58) 759- 9590 ENGINE Q 1 HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT, PpFESS /p NOTE SEE H FO�e SHEET 3 AMEN f} AMENDED GRD/A/G PLAN, CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING Q 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS �O E.�'�'4l� SEE S 4 FOR AME ,uDED I,/ORK TD 8E' PONE G /ST �' V � OPERATION. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS ,v� J y MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. EST /MATED 0UANT 177E5. Z 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING S 6 Ex039726 7 a TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND RAIN IS IMMINENT. s N FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY SHALL BE PROVIDED STATING: AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITES A ST C1 f THE GRADING UNDER PERMIT NO. 3989 -G HAS BEEN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED FOR PROJECT ESIGN. F oFCA (n PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. By DATE: °1 a,t1� W JOHN D W APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 5 A4 G ENVIRONMENTAL DATA lmft 3. AS- GRADED PLAN." 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES R.C.E 29 67 EXP. 3/31/95 '� 6 THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER 1 D. C WAY, 35 LIVERPOOL DRIVE # A, CA RDIFF, CA 92007 619 - 753 -1453 'o'� 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 25X c' SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH AFTER EACH RUN -OFF PRODUCING RAINFALL. the GRADING OPERATION. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PRIOR TO USING THESE PLANS FOR ANY CONTRA TURAL OR WORK PURPOSE, ,(� 5' � 2) MAXIMUM VERTIAL DEPTH OF CUT = 3 ' 5 O MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE THE ENGINEER OF WORK MUST BE CONTACTED IN WRITING FOR HIS CURRENT dC M UNCOMPLETED GRADING OPERATION OR UNFORESEEN WORK AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY 3) MAXIMUM VERTICAL DEPTH OF FILL = y J B. NOTIFICATIONS BE MORE RESTRICTIVE THAN THOSE SHOWN HEREON AFFECT THE WORK ; CIRCUMSTANCES WHICH MAY ARISE. AFFECT THE COST OF THE WORK. 4) AVERAGE DEPTH OF CUT = 2' t O 1. THE EXISTANCE AND LOCATION OF UNDERGROUND UTILITIES PIPES THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE ESSIDNA[ 6. CL AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY Q,OE C 5) AVERAGE DEPTH OF FILL = 3' t , A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO v wl KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS SITUATION. 01t )VAN >. ON THESE PLANS, HOWEVER: 1 V «`"' CUT = 950 C. Y. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED / v2� �+ >s MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES GRADING PLAN SHALL BE INCORPORATED HEREON. L1 O Ra 20i FILL = 2500 C y 3 J LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY w 4 R * 1550 C. TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN C 00 d' +� EXPORT = Z h 1 STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF o 1 DOVE j Q 1� LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: EACH WORK DAY. ROAD 1 A. SEWERS - CARDIFF SANITATION DISTRICT - 633 -2772 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN < <F PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) A 4 1p DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). ROAD 'Pc W B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC CO. - 232 -4252 SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH W Z i i s 'P /p SY ` `✓��- `" e l z , 13 1 Zcro RAINFALL. x v v M /CNAEL K. PAS& DRTE Q C. WATER - OMWD - 753 - 6466 ►- 1n a ,��' �� 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE o EXP. 3/3 //261 0 3 AS BUILT Z D. TELEPHONE - PACIFIC BELL - 298 -0595 EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR Z 2 Z LONE ( \ :N CONI,1AY4tAS50G, INC. DIG ALERT TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH 135 L /UERR1�L Df?, STE. D �l /w �& ( /U/ V E. CABLE T.V. - 1- 800 - 422 -4133 PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION �� CARDIFF, CA 92007 ft • • c 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF DATE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION VICINITY MAP (760) 753 -I¢ SEE,4S ,GUILT /DOTE, SHEET 3 dal (1) PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (619) 633 -2770 NO SCALE FOR SHEErS 3 IE 4 Z W L ct 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (619) 633 -2770 . ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 0 WQc REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE COMMUNITY DEVELOPMENT DESIGNED BY I DRAWN BY I CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING I C/PpAT FIN 2wl /" f" 0//L CHISELED SO TOP HDWALL MARKED W /� PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OVER ORADING PLAN FOR= 3989 V / ADD SA1T5 3 Z6 00 MP NE iZ7 // 2 99 STEEL FNCE POST AT SW CDR INT , ((�� /� It \ 7n SINGLE FAMILY RESIDENCE r%2 - EL CAMINO DEL NORTE do RHO SANTA HORIZONTAL N/A u_� N� • � ��9 94 11 DATE: 07101 194 BY: l" BY: �/ S (p Z -0f SNT3A1640C-/"1K)O (o i o/ FE RD 23' W RHO SANTA FE RD & R.C.E. NO. 29067 PARCEL 2 PM 17`122 60 S EL CAMINO DEL NORTE CL VERTICAL : N/A BY: DATE EN I EER OF WOR DATE: DATE: '� " EL 119.476. DATUM M.S.L. JOHN D. CONWAY EXP. 3/31/95 WORK PROJECT NO. SHEET 1 0 -;?- / (%O U 1 ANGLE 1 , O/Alr CITY OF ENCINITAS — GRADING Qt LAN 290. 0 t , I. E. , Z87.0 g' QOCK /_ /N60 ORA /N -'WALE - �06 ' SINGLE FAMILY RESIDENCE 3, Ad IAI. r — (A RAM EX TEND N SOUTHWEST CORNER St LE GEOTEXT/LE G °M1W.- q " - "!� n O /OF MAP 12816 R @ A n/ G (TYP /CAL) ROCKS N AND PM 17122 Eat of r, - �. e� INSTALL C.O. @ En/o of Ex /5T. /2" LI. 'w/'v (o" /RT CO _ O , ' St P -(D P J '. m N EX END NEW PPE t To u T J u G 1� - pq p P C L 1 v (` !N EXIST. NATURAL DR,41,V 66' SWQLE COMPACTED F /LL IPE NORTH c c I•E SURFACE WITH APP A SCALE 1 �� GEOTExr /LE EXTEND /N — 20 v S ® \\ ®/ 0/JE FOOT on/ EACH S /OE / rj 'S'o X311 11 C �S E / U s a ° - - -. 9T OC�R�� o d %9 GENERAL NOTES THIS SHEET: \ I I C39726 m W (ALSO SEE ENGINEER -OF -WORK NOTES ON SHEET 1) c f n E ( EXP. 12-3147 a (IJ ._. { °v ? 9 `r S'EP -P'y� /1/OT C0WSTRUCTED \ ' lx� Q 1 TO L CONNECT T O DOWNSPOUTS CIy11 G Y-d ov WHICH ARE TO BE DISCHARGED g7FCA►IF� F R R BELOW BASE OF FILL INTO SWALE IQ AS PER THE SOILS REPORT. U ' ' '�' NO CONCENTRATED DRAINAGE OVER II C -8 0 TOP OF SLOPES ALLOWED. A H F AS- 09 ADED OF SEE S EET 3 OR SEE LETTER Q �'' /i' �FCT�g� NG \ M0D /FY EX /5T. TEMP. 9 CL�1/D /T /O/ OF y✓ORK DDS R 7NI5 2, ALL AREA DRAINS ARE TO HAVE PERM /SS /ON FROM N REMOVABLE GRATES FOR CLEAN -OUT 6WdLE (3323 -G) Gr L/�1L DE MASTED ER05/O O o I '' (/� 5� // ;• f s`� \ g5�y / L �� � r G SHEET AND FOR AMENDIED 6,2ADIAN PURPOSES. O<�TEO 8-5 -94. N r�V Fr a 15 36 ' a PG AN 3. FOR STORM DR A40H WALL PIPE �II v J Q �'� - �l �' \ Rp ySETegc NG ,. 8? O UNDER L SWALEV C MAINTA�N� 2 NCOVER. / �1 4. ALL STORM DRAIN PIPES ARE TO $LOPE GRAD /LAG / I I �j��'oh����� , HAVE A MINIMUM OF 1 POSITIVE I EX /5T /2'� P. l!C. OR4 /N PIPE AND COMPACT /ON U � �' p• � DRAINAGE. / --� PER 6rANOARO .�Q�6 / \ 330 9 5. ALL SURFACE DRAINAGE IS 70 HAVE / � INSTALL AREA DRfI /�(/ QOY (?.4 "M/ SPEC/FICA T IONS I PQ0 NG 0 fG N 300 - 6 � 5' SHEE .3 FOR �I MENDED DING E�. A MINIMUM OF 2% POSITIVE DRAINAGE exI GRATED c. P/ ' CONNECT SECT /O AWAY FROM THE STRUCTURE FOR ��-/ � 2 EX /5T. !2" P. ✓C. /PES. ITHIAI HE C / TS Sht7{J E.Q ,�\ ��60 � A813 A MINIMUM OF 5 FEET. /I f $ G L00� tPG �5 6. O TO B E S ESPONSI � /N 5 MAINTAIN W I / 140 G 5V E , ' G " 1P X WoRKrMG ORDER. D ETA I L z I f -35 5 � � f 3�A 4oE ESS' olr� �, OFF -SITE DRAINAGE NG O 334 5 fOV �� 7 OBTAIN ENGINEER -OF -WORK GENERAL WORK Q • NORTH � AND SAFETY NOTES PRIOR TO PERFORMING ^ V N <" �Q �a� 4 3 G pagi�l LAG 70 PERFORM WORK. I p� = 4O ANY WORK OR AGREE / W f ^' 8. !N THE EVENT OF ANY CONFLICTS ON THE G OED SLO E TO BE / \ \ � syo 0 ? f '. 2907 * PLANS, GENERAL NOTES OR CITY STANDARDS, I N C3 N �° OR05EE0 D W/TH Tf/E V T HE MORE RESTRICTIVE SHALL APPLY. I I 01 / �\ 5 ';a APN 264 - 0/0 - 2/ a N 00 i LLOW/NG M/X (M ` p� 2 B9 /QC. A!N/MU6f W06 ' /IveQ M LCf/ 1 � O A ���� 3A� F T A1 9. ANY CHANGES OR ALTERATIONS TD TYESE U /J LBS /gC. /N /MUM A �� NG PLANS NfUST BE APPROVED BY THE T 3 r P PNAE S!/L TE (/6 -20 A - {y /!5 % LFOpg `L / M �V C� `\ f G ENGINEER - OF- WORK IN WRl1"/NG BEFORE � 20 LB9 /gc. M N /nfuM FE vE "zOR O ) / ' `'¢ AO SUCH CHANGES OR ALTERATIONS ARE a 6 - 197 LB9 /AC. /N /MUM $ PERFORM✓D. INSTALL PI. E 3' /�'}� 11 NG MV 11� 3A2 5 OF C SLOPE (M /N.) I OVCENTRAON L/ TR Q N W O ` l Gd' / x PROP. 8 R lll%% I Nor NST,eucr D y ,�� �1� � ca N 3. J �v / ,, i � v ( ( I 1 A l •Z 7 7 APN 264- /5/ -ZZ / I TRQ /L PER 3513 � (g l0 ( p !� tij� 4/r J Z �j (9 ) 11 f a3 J ✓ q I ....� N 0� / �1j ` �?/ ^ - /' 0 <v �� h Y / ` L# -13 �� I / • h L v ��( ,`0 (> I 111 11 �0,, �� -\ -L � -_ cr I 4r t (� Q v 0 � / p 3A �� ��� N� ._ a �� n Co TRACTOR 574KE GA.2 F erJ Y A T/JE OF Q� N _ 341 3 NG Q / �'cj •.I W� h /0'P� t„�O�p� FS 9 11 Wig/ �0 OQQ' RC. ? , �2 c r 11 S' • G L #8683 / `o. APN 264 -240- �y9 0' 0 I p \ ry pF 3r A9 EX /ST. W N: �ro`8htt5- 25` 2 % M ^ \ / `�* 11 �� \ COWC. O /TC// /U -� V1 "� I ( lop, \ / AD EL / nt c 9 AZ . 0 0. / 34 0 FG ( ti ✓ 341.2 1 i 1 s. 339.7 f G 5 k$ S ALE IS TO BEf LANDSCAPE / I I / FF EL 42 11 0, \ 3 Q U T REDUCE T14E VELOCITY A / I I / j 4 v � 11 11 3Ir JAG G p o b� > p EROSIVE CAPACITY OF RUI?�OFF I I ' �� y 11 aj�'�h S� g g �< (\ <v P / Cj (TYPICAL) / —� 11 A 1 ° 1 � �I TYPICAL j y I aI �. V ``� 5 INLETS V O /� / I _j I : 0• �. Q Q V 0 R_ 341.6 i ]O O fl ~ 11 f + �Q u ( 2 "R(sER / PROPOSED O M I( 0 Z V y V /NOTED / I I W 11 00 k I DES /LTAT /O I a U I ,�°/ ESC/ TEMP. I 3 V s c���, 6 l c Yj p ( R 34f .�'r �\ hl /' BA'S /tl4RE4 W ERO /On/ SWA E I W ^� �° — \�] �� ° �A1 �� j �? l M X11 =4 \ V J�10 // PEe TI/!s f' D TED BY WNER .t / / lJ ` 5 � �� A A 0 EDP fAS / 3 7 F �MENT R \ j M py �y (/ J� I / 34a6 � Ep 3 'b It , / / I -- — — 3 tC 15' SIDEYARD ETBACK NOT h� /^ r ti 0 (� ry - - CUT 2:1 / °/ / / EX� 6 \NR\ 3 34j � ~ � T W A'10 r QUGTEsa / �� �g k ,� X 9 F:5 f � FACE _ 4 IF � 1 4 � G ko. ry G o MA RGA R AD) Q tn r,.r & WQL L - I \ ^� v1' tv �k k �G hk� �G k y � k �kh�G y olq �P 40 o, 0 �P I ( U v gkG h � "� 442.81 ' h pa I (' g ry' V 1♦ ^ k 1 1 0 'C�0 G Pv J P k 1 Cq E'p C �� '4 h� � "��? y �^ °�' A' s' O' k h 0 0 y''�� h / h ?0 F Rq I I Q M `� J G OUNO o �� � "� y k ti ati' r ah p N 3' 12' 07" E 486.81 ' AS BUILT � I# \'q / > RETAINING WALL PER SDRSD NO. C-2, C -7 do y 5 �� / j �' " to _ /� J WALL HEIGHT VARIES - MAX H = 9'-* Q DATE BW NOTED IS BOTTOM EXPOSED WALL, NOT TOP OF FOOTING OVER EXCAVA/ MIN FOOTING COVER PER SDRSD C -2, C -7 & C -8 ON T FpJ�Ge y \ I 3 Z MAX.3 '. �� C /Ly PER 601e ENG. ALL SECTIONINTS) Acfa0r" E&jkt,_ BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING amAluoj'ew.'�&A 4i22 KFI�� g _ _ _ �\k 0 QL W DESIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT T 9 S [1Ppr4TE FIN - SyEETS - O � PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A V GRADING PLAN 3989- E AAD SLATS 3- G- .dOrE5 z of 11vif Ei✓ 6I /' z 9f ^- DATE: BY: P. rr� SINGLE FAMILY RESIDENCE rot 3G -G HORIZONTAL: 1 " =20' „vt �" "^Iw' R.C.E. NO. 29067 DATE: -2 - PARCEL 2 PM 17122 / SEE SHEET 1 ., VERTICAL: N/A J GI D R OF WAY tK EXP 3131195 DATE: Z DATE: WORK PROJECT NO. SHEET 2 3- I I 1 7122 ' CO -_- �_ -�- �- EROSION CONTROL NOTES 10' 40' 20' 40' 10' 4 \ 1. SEE SHEET 1 FOR EROSION CONTROL NOTES AFFECTING THE TREATMENT OF GRADED AREAS. , EXISTING CATCH BASIN / CO \� RIM 293.0 IE 289.7 2. SAND BAGS MAY BE SUBSTITUTED FOR GRAVEL BAGS. 3. ALL DISTURBED SLOPES SHALL BE HYDROSEEDED. \ Q EXISTING 12" PVC o 3 ?) ` TOP OF SLOPE SD ® 18.5% 4. INSTALL SILT FENCE PER DET 5B /SHT 4 ALONG THE PROPOSED TOES OF SLOPE ^ ^ - _ _ + - _ ? S ° F `T BEFORE THE START OF GRADING. OWNER IS RESPONSIBLE FOR KEEPING FENCE IN PLACE AND IN 6" - - - - -- 6 J GOOD REPAIR UNTIL VEGETATION IS MATURE AND STABILIZED AND THERE IS NO DANGER OF INTERCEPT EXISTING 12" SO 3.5' EROSION. INSTALL 16' FROM PL & INSTALL CO EXIST 12" PVC SD ® 5% IE 296.1 (FIELD VERIFY AT 5. INSTALL SANDBAGS ALONG TOP OF SLOPE AFTER ROUGH GRADING IS COMPLETE. OWNER IS R ` T STA OF GRADING OPERATION) RESPONSIBLE FOR KEEPING SANDBAGS IN PLACE AND IN GOOD REPAIR UNTIL VEGETATION IS a y� ( f a REMOVE TEMPORARY SILT BASIN MATURE AND STABILIZED AND THERE IS NO DANGER OF EROSION. m \ g� ABANDON EXISTING 12" SO IN PLACE d 6. 316.2 INSTALL 6" RISER AT END Tw RIP RAP IS A PART OF EROSION CONTROL SYSTEM. OWNER IS RESPONSIBLE FOR MAINTAINING r RIP RAP IN PLACE, IN GOOD REPAIR AND PROTECTED FROM OVERSILTING UNTIL VEGETATION IS ro 0 0 I INSTALL 12 "x12 "x12 ' INLET BOX / CO ' NEW RIM 318.8 MATURE AND STABILIZED AND THERE IS NO DANGER OF EROSION OR OVERSPILLING OF RIP RAP. w J °' _ 3` 7. INSTALL SANDBAG CHECK DAMS IN SWALE AREA AT COMPLETION OF ROUGH GRADING. OWNER IS INSTALL 3- 3E�' 3 0 � INLET BOX / 2' ; RESPONSIBLE TO KEEP SANDBAGS IN PLACE AND IN GOOD REPAIR UNTIL VEGETATION IS MATURE 120' N 0 RIM 298.9 �� AND STABILIZED AND THERE IS NO DANGER OF EROSION. Q SpG FPG� x 8. RETAINING WALL, PCC DRAIN AND RIP RAP ARE PART OF EROSION CONTROL SYSTEM. OWNER IS N p ��` J �I RESPONSIBLE TO MAINTAIN THESE STRUCTURES IN PLACE, IN GOOD REPAIR AND PROTECTED FROM * -4 Z ~ 9 CF �0 OVERSILTING UNTIL - co L VEGETATION IS MATURE AN STABILIZED AND THERE IS NO DANGER OF 000 M EROSION OR OVERSILTING. "0 00 ro f o BW =326.0 �1 o f o I d STEP TOP A ' ?3 OF WALL �I s INSTALL 122.5' / �? Q 8" PVC SD 013% XIST 310.13 ` �.. / F 3 ° 4' TYPICAL LANDSCAPE WALL Lo r j E F C L I PER DET 6 1SHT 4 z5v� � FM "171 2 2 cv p y sr i (L a a a � 10 5 Y�I 5 °r> ' ' J i s` i f 6.0 - BW a ✓-- - 12' - -- - - - - - --- - - - -'� E LINE) *- \ , / � , , I�✓ *� % ° � , � w . °._" � � TOP OF SLOPE 1 4 ' ) � .� ,r< y �. ° 12x12 "x12" 1 , ' r /ff '` C / r 6` `, ? �� "'•, N3 "E 486.81' CATCH BASIN i f f / I AucNLTED GRADMIF PLAN NOTE > HORIZONTAL / VERTICAL CONTROL PLAN GRAVEL BAG CHECK i. TOE OF SLOPE SUBDRAIN �G 5� � ` ' /''� �f,.'' 3,, '� ,' THIS AMENDED GRADING PLAN SHEET REPRESEf�TS PWASE..3 O ' E GRADING I PER SOILS ENGINEER'S YAL y P i J ' n DONE ON THIS SITE AND WAS PREPARED FOR THE CONST0UC7IO F A NEW SCALE: 1 " =10' DAM PER DET 5A /SHT 4 I� DIRECTION !fl D� "� t I fi e TENNIS - COURT UNDER CITY OF ENCINITAS GRADING PERMIT 6236 GIY THE D AI 2 1 r 57 ` ` ` ORIGINAL'SITE GRADING, PHASE 1, WAS DONE UNDER CITY OF ENCINI to ti' ( -' \ 3 GRADING PERMIT 3969 GR ISSUED FOR THE W ORK SHOWN ON SHEET 2 THE PLAN NOTE N I J � f ` t ORIGINAL DEVELOPER. CONWAY AND ASSOCIATES WAS NOT CONTACTED THE SEE SHEET 4 FOR WORK TO BE 2 ' PER DEVELOPER OR THE CITY AT THE END OF THE PHASE 1 GRADING TO REVIE iD - LAN 1 THE EXTENT OF THE SITE GRADING OR PREPARE AS - BUILT RECORDS OF THE DONE UST AND ESTIMATED PAD P - I, 323 - - 1, 'M ® rr ` WORK DONE ON THE SITE. A ROUGH GRADING REPORT DATED 11115194 WAS QUANTITIES FOR WORK SHOWN 11 I r .��li (j• / /'/ y PREPARED FOR THE PHASE 1 GRADING BY COAST GEOTECHNICAL (THEN CARDIFF ON THIS SHEET. �- .f r r GEOTECHNICAL) AND IS ON FILE WITH THE CITY OF ENCINITAS. N o AD= 6.5 / f / f ° i " TC = 327.2 „'..' I °z A SUBSEQUENT OWNER OF THE` PROPERTY SLOPE PER PLAN (NOT THE OWNER OF RECORD FOR 6'W x 9 "D EARTH PSG DRAIN / ACCESS RAMP n °] -' THIS PHASE' 3 AMENDED GRADING PLAN) PERFORMED ADDITIONAL SITE GRADING (2: 1 MAX) y o SWALE PER ' PCC RETAINING > ;' (PHASE °� MTHOUT THE BENIFIT OF APPROVED PLANS, CITY INSPECTION OR GE PAD =326.0 o ' WALL PER SHT 6 ED � �' SEE DETAIL 4 SHEET 4 ' ,� �� _ � DETAIL 1 SHEET 4 ±, - OBSERVATION- SERVICES PROVIDED BY THE CIVIL: ENGINEER OF RECORD ( CONWAY X ( FS = � .- 326.7' r r �-AND,�ASSOCIATES, INC.) OR THE GEOTECHNICAL ENGINEER OF RECORD (COAST ` DETAIL � NOT TO SC A L E w RETAINING WALL 'PER .SHT 5 -� TEMPORARY SHORING 'GEOTECHNICAL) FOR THE PROJECT. IT 4S UNKNOWN IF A GEOTECHNICAL ��, U GRADING _ REQUIRED- FOR INSTALLATION OF NEW RETAINING WALL -' CONSULTANT WAS INVOLVED WITH THE PHASE 2 GRADING. 0. TOP OF SLOPE BERM - LOWED PAD ou M LANDSCAPE WALL DAYLIGHT / If ' i l PER SOILS REPORT TO PROTECT EXISTING ACCESSORY P ER DET 6 1SHT 4 y i f 1 f U T TOP OF SLOPE `w THE REAR -YARD AREA TOPOGRAPHY SHOWN HEREON WAS PREPARED BY i1 CONWAY AND ASSOCIATES, INC. BY SURVEY METHODS FROM A FIELD SURVEY t m / CONDUCTED IN JUNE, 1999 AS A RECORD OF THE FINAL GRADES FOLLOWING THE ` EIVG►NEER OF WORK NOTE' W V i t, �r PHASE 2 GRADING. o � PRIOR TO USING ` G T THES PL ANS FORA N Y CO NTRACTUR AL OR WORK ,' / ii r THE ENGINEER OF WORK SHALL BE CONTACTED IN WR ITING FOR HIS CURRENT f 1 Q AS BUILT NOTE: JUNE 1, 2001 0 0. WORK AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY: BE 7 0 322 IE AT OUTLET OF < f- MORE RESTRICTIVE THAN THOSE SHOWN HEREON; AFFECT THE WORK; AFFECT SHOWN ON SHEET 6" SD & 4" SUBDRAIN \r . r F THIS AS -BUILT DRAWING IS OR THE WOK T THE COST OF THE WORK. 1 i EDGE PAD-326.5 2 F R S o e IN 'k.L 4" PERFORATIID SUBDRAIN ALONG EAST SIDE OF 7, f`t ONLY - PLEASE REFERENCE THE ABOVE "AMENDED GRADI LAN" OS ti� CO {PER DET 3/54 4) AND BEHIND WALL (PER DETS 5 + t °� t / ,' BACKGROUND INFORMAnO E HISTORY NOTE FOR OUND N,ON TH INSTALL RIP RAP WHERE - - - - _- - - - - - - - - _ _ _ _ _ so_ & 6 /SHT 6) - INSTALL SUBDRAIN UNDER SUPERVISION OF �' \ r t ` PROJECT SD & SUBDRAIN EXIT "` SOILS ENGINEER kF74/N/A W,4tC 1-6e `C }`$T� ,^ iVFOejL�gT /ON ' A DRAWING OF THE SITE ENTITLED "SITE DEVELOPMENT OR MR. AN SLOPE -SEE DETAIL 2 - 801-7 222. if6XS � T, )C'TMAJ IJ/E/ / / MRS. ALBERT BERTHA 211AUGOO" WAS PROVIDED TO CONWAY & ASS o"n SHEET 4 Pt-O!/ /D� !3Y C.t1 f� /i11�E2 d�/O,� e , `f INC IN AUGUST 2000. \ W C CH BAST / C _ R 33 It* 329 c l �' AT THE REQUEST OF THE OWNER, A VISUAL INSPECTION OF THE INSTALL SOLID WALL 6" PVC SD PROPERTY WAS MADE BY ME ON MAY 10, 2001 THE SITE, MTH�THE U IN SUBDRAIN TRENCH - 110' ® 6.36% ANNOTED CHANGES APPEARS TO BE CONSTRUCTED ,IN SUBSTANfiAL EARTHEN SWALE PER CONFORMANCE WITH THE APPROVED PLAN. NOT Ad ELEVATIONS loge" PVC SD SEE DETAIL 3 SHEET 4 N3 07 E O ULD C) � //Z X � Z .• / � L � 5 DETAIL 1 SHEET 4 � 486.81 °' �,ONS SHOWN HAVE BEEN FIELD VERIFIED AN, THIS PLAN SHO MgRGARITA o f}5 SHDW GENERAL NOTES THIS SHEET: GENERAL NOTES THIS SHEET: NOT OF FUTiIRE CONS ucnoN. CALLE (ALSO SEE ENGINEER -OF -WORK NOTES ON SHEET 1) (CONT.) CONTACT CONWAY & ASSOC., INC. IN W IT (PRIVATE ROAD _ aN BEFORE USING THIS PLAN FOR ANY PURPOSE. I 1. ALL ROOF DRAINS TO CONNECT TO DOWNSPOUTS AND SHALL BE DISCHARGED BELOW BASE OF 6. OWNER IS RESPONSIBLE FOR MAINTAINING ALL DRAINAGE STRUCTURES IN -° Q 01f35 U 0 FILL INTO SWALE AS PER THE SOILS REPORT. NO CONCENTRATED DRAINAGE OVER TOP OF SLOPES WORKING ORDER. F L / / O EL K• p 9l F v ALLOWED. c �� \ � P 9`f¢ 2 D 7. CONTRACTOR IS RESPONSIBLE TO OBTAIN ENGINEER -OF -WORK GENERAL WORK 0 2. ALL AREA DRAINS SHALL HAVE REMOVABLE GRATES FOR CLEAN -OUT PURPOSES. AND SAFETY NOTES PRIOR TO PERFORMING ANY WORK OR AGREEING TO PERFORM WORK. FYI 41022 A N 3. 8. IN THE EVENT OF ANY CONFLICTS ON THE PLANS, GENERAL NOTES OR CITY STANDARDS, EXPIRES 3 -31 -2003 USE 6" PVC SMOOTH -WALL PIPE FOR STORM DRAINS. .� THE MORE R SHALL APPLY. / / * O 4. ALL STORM DRAIN PIPES SHALL HAVE A MINIMUM OF 1% POSITIVE DRAINAGE. 9. ANY CHANGES OR ALTERATIONS TO THESE PLANS MUST BE APPROVED BY THE \ 9/ C 1 V I ��� US p 5. ALL SURFACE DRAINAGE SHALL HAVE A MINIMUM OF 2% POSITIVE DRAINAGE ENGINEER -OF -WORK IN WRITING BEFORE SUCH CHANGES OR ALTERATIONS ARE i SCALE: 1 " =20' F OF CA1 C 3 I AWAY FROM THE STRUCTURE FOR A MINIMUM OF 5 FEET. PERFORMED. / n REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK Oc 0073 SCALE COMMUNITY DEVELOPMENT DESIC BY DRAM BY NIPECK1EEN APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N .> PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: A -,.r/jr s gam 7- CHISELED SQ TOP HDWALL MARKED W/ 3989 - NEW SHEET 6Z3(o of AL�/V - •aEE�VOTE STEEL FENCE POST AT SW COR INT HORIZONTAL: 1 - 20 Y / N EL CAMINO DEL NORTE &RHO SANTA B BY: 1/0 SINGLE FAMILY RESIDENCE El' FE RD 23' W RHO SANTA FE RD & VERTICAL N/A ( DATE: x 60' S EL CAMINO DEL NORTE CL " ','2' e LC!IAA6^ N'�� - d� EN INEER OF WORK R.C.E. 41022 DATE: DATE: 4 /2G /OJ PARCEL 2 PARCEL MAP 17122 EL 119.476 (DATUM: M.S.L.) 'BY.• DATE MICHAEL K. PASKO EXP. 3/31/2003 3364 CALLE MARGARITA, ENCINITAS SHEET 3 OF 6 m � Mar 24, 2000 - 09150153 99108 Bertha \DWGS \99108- 3a.dwg PLOT ®1 =2D 0 m rn AREA AROUND RIP -RAP TO BE PLANTED WITH GRASS AND MAINTAINED SO AS TO PREVENT EROSION AND DISTORTION OF THE PLAN / SECTION AS SHOWN ' Q o I SEE SOILS REPORT FOR USE 8 " -12" BROKEN �— 6' I �` I ALL BACKFILL AND Q COMPACTION CRITERIA NATURAL OR (NOT SMOOTH) ROCK TYPICAL OURT MANUFACTURED 30" PCC TENNIS C 1' MIN LAP ®ALL GEO- GRADE �� SLAB - NOT A PART 6' WIDE SWALE SEE SOILS REPORT FOR —� SWALE I OF THESE PLANS FABRIC JOINTS (TYPICAL) ALL COMPACTION CRITERIA I 12" R ROUNDING \ FLOW TYPICAL ON SIDES & BOTTOM OF SWALE ANGLE y / - _ 1 UTILITY BOX w/ COVER r3 La F 9" DEEP SWALE OF PCC OR �� - - - - 6' EARTHEN SWALE ENTERING RIP -RAP I CLEANOUT RISER PER MAY VARY SEE S -3 w/ SCREWED CAP } k` OF SIDE SLOPE MIN 18" THICK } ANGLE PLAN } MAY VARY HAND SET ON GEOTEXTILE } MIN / 3' - 6" MIN 2: 1 MAX) TYPICAL FABRIC - MIRAFI 140N OR GEOTEXTILE FABRIC `' 3 4" GRAVEL ( APPROVED EQUIVALENT - I }, - TRENCH FILL BOTH SIDES OF MIRAFI 140N SWALE FINISH GRADE APPROVED EQUIVALENT 1 `a: PER PLAN SWALE TO BE PLANTED WITH GRASS AND SEE SOILS REPORT FOR 4" 0 PVC j J. GRAVEL MAINTAINED SO AS TO PREVENT EROSION AND ALL COMPACTION CRITERIA PROFILE PLAN VIEW PERFORATED PIPE ( " ` BED DISTORTION OF THE PLAN / SECTION AS SHOWN 6" 0 SDR 35 SOLID PIPE -- (FROM INLET BOX AT NE CORNER OF COURT) DETAIL 1 NOT TO SCALE DETAIL 2 NOT TO SCALE DETAIL 3 NOT TO SCALE EARTHEN SWALE RIP —RAP OUTLET ENERGY DI SSI PA TOR CU TOFF DRAIN SHEET 3 WORK TO BE DONE / LEGEND ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS TIN TOP OF WALL CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD BIN BOTTOM OF WALL TYPE &WIDTH OF WALL N07F: SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS FG = FINISH GRADE PER PLAN I USE SPLIT- FACED, BUFF - COLORED MATERIALS FOR COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). EL = ELEVATION EXTERIOR FACES OF MODULAR LANDSCAPE WALL AND RW = RETAINING WALL LOWER COURSE SOUTHERLY RETAINING WALL - SUBMIT SAMPLES TO WORK TO BE DONE GP = GRADING PLAN 30" UNLESS OTHERWISE NOTED OWNER FOR APPROVAL FTG = FOOTING 30" WIDE X 3.5" THICK PCC DESCRIPTION SYMBOL QUANTITY UPPER COURSE SLOPED WALK (2.4" CROSSFALL) WITH 6" X 12" PCC CURB W \ Z • Tyy PCC TENNIS COURT T / O • 3 SLAB - NOT A PART EARTHWORK - CUT BANK (CUT & FILL) . . . . . . . . 210 CY ROUNDED GROUT CAP EL L SLOPED FACE EL �^ \ � / TO PREVENT STANDING I W I � ^� OF THESE PLANS WATER ON TIN 2 I -- � I \ 1 1 EARTHWORK - FILL BANK (IMPORT) . . . . . . . . . . 3360 CY N o SLOPE �^ o O v 1 \ / M TYPICAL LANDSCAPING RETAINING WALL amt 975 SF R/W - HEIGHT MAY \ 3 VARY j � O 4 BY OWNER PCC DITCH (DETAIL 4 SHEET 4) . . . . . . . . . . . . => => 70 LF o CL z �c BIN EL TOE OF SLOPE ti FG w Q � EARTH SWALE (DETAIL 1 SHEET 4) 7 7 - 7`7_7 175 LF o w EL I (WHERE PRESENT) z . " - -- U X w o t ' 12 SCH 40 PVC DRAIN 12_ SD 170 LF a ICE U- 0 6" SD 123 LF a r, k SEE SOILS REPORT FOR NOTE: 6" SDR 35 PVC DRAIN . . . . . . . . . . . . . _ ALL BACKFILL AND 1) SAND BAGS MAY BE SUBSTITUTED FOR GRAVEL BAGS MODULAR LANDSCAPE 4" SD w 4. COMPACTION CRITERIA WALL - 3' HIGH MAX 110 LF . 4" PVC SUBDRAIN DETAIL 5A NOT To SCALE FROM FG ` OUTLET ENERGY DISSIPATOR (O.E.D.) PER D -40 2 EA . . . . . . GRAVEL BAG CHECK DAM FG PER PLAN o ALL RW DETAILS - CLEANOUT PER S -3 (MODIFIED) . . . . . . . . . . . . . 0— 2 EA ALL RW DETAILS - SEE SHT 6 f ' °I y • �� SEE SHEETS 5 & 6 2x2 S ° " TEMPORARY SANDBAGS - 1 ROW HIGH (DETAIL 5A, SHT 4) pppppp 500 EA OC W/ 9 TO 12 - SILT FENCE MATERIAL r IMBEDMENT SECURED TO STAKE BW GRAVEL BAG CHECK DAM (DETAIL 5A, SHT 4) . TAKES ®8' - '� EL w TEMPORARY SILT FENCE (DETAIL 5B, SHT 4) __ -_ 5 10 LF r SEE SHEETS 5 & 6 1 18" , , . , . . — — — — 3 EA U J1oN 12 x12 x12 PVC CATCH BASIN . DETAIL 4 NOT TO SCALE OG ,6 fv • DETAIL 6 NOT TO SCALE o PCC SWALE A T TOP WALL _ LANDSCAPE WALL ® SOU TH RETAINING WALL NOTE; cl ALL QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY AND SHOULD BURY 6" SECTION OF NOT BE CONSIDERED ACCURATE OR CERTIFIED QUANTITIES. QUANTITIES SHOWN SHALL QR p F E S S 1 04, U NOT BE USED FOR CONTRACT PURPOSES. L K• I v SILT FENCE MATERIAL �� 4 Z P� A H N O N a No. 41022 EXPIRES 3 -31 -2003 DETAIL 58 NOT TO SCALE J�qT 0 N O SILT FENCE F OF CAQ. Y REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK oc o073 SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING Ni . .> MP DB MP TEN AAO _ "/f7 3 - 9v /LT CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: ZnQ Q NEW SHEET eoZ76 —G (p - L V (,•DI AZ- 4 S�EN07F STEEL FENCE POST AT SW COR INT HORIZONTAL: N/A 398 EL CAMINO DEL NORTE & RHO SANTA / BY: BY: /�/1. SINGLE FAMILY RESIDENCE �— FE RD 23' W RHO SANTA FE RD & VERTICAL: N/A ( [�G✓ '1 DATE: 3 /ZfIP� 60' S EL CAMINO DEL NORTE CL �1� WLP�,�N� & L4 "ZOQ"J ENGNEER OF WORK R.C.E. 41022 DATE: DATE: X00 PARCEL 2 PARCEL MAP 17122 p a EL 119.476 (DATUM: M.S.L.) BY. DATE MICHAEL K. PASKO EXP. 3/31/2003 3364 CALLE MARGARITA, ENCINITAS SHEET 4 OF 6 U Mar 23, 2000 - 051558 H: \99 -108 Berth a \DWGS \99108- 4a.DWG PLOT 0 1 =1 - 4Q,pFESBlp "'4 w ELTA ENGINEERING CONSULTING STRUCTURAL ENGINEERS ±, a; ffi 3 /31/2 M 411 4116 / 135 LIVERPOOL DRIVE, SUITE "D" CARDIFF, 0 A 9 88 4 9 of FAX: 780;942 -8189 FENCE BY OTHERS - NOT A PART OF THESE PLANS 1 5 ° 00 2- #5 CONT. 5 2 °// /\ 12 " C.M.U. SOLID / � \ \j\ \j / / \ \j \ \j \ \j \ \ GROUTED (fm'= 2000psi) • \j� \ / / \ \ / � \ \ / / ` W/ SPECIAL INSPECTION REQ'D OPEN END BOND d \/; BM. ad #4 0 16" O.C. 3 FENCE BY OTHERS I HORIZONTAL NOT A PART OF 5 THESE PLANS a #5 ®8" O.C. VERTICAL 4 6 1 / / WATER PROOFING PER 5 ° / \/` ° io SOILS ENGINEER 2- #5 CONT. I RECOMMENDATION RETAINING WALL DETAIL KEY SCALE: 1" = 20'/� % / % / % #5 0 8" O.C. d VERTICAL X 3" #7 0 8" O.C. = VERTICAL to FENCE BY OTHERS d I I NOT A PART OF I o THESE PLANS d #4 0 16" O.C. HORIZONTAL ° ° 16" C.M.U. SOLID / I d GROUTE W/ S ECIAL INSPECTION REQ'D OPEN END BOND ° d 12" C.M.U. SOLID I 2- # CONT. BM. (MIN 6 COURSES) ° ° I GROUTED (fm'= 2000psi) a d ° REQ'D / \ \ / \ \ / \ \/ ° D OPEN T END BOND N #5 0 16" O.C. I BM. d VERTICAL _ ° a #4 0 16" O.C. ° D I WATER PROOFING PER HORIZONTAL ao SOILS ENGINEER / / /� \ \' \ \• RECOMMENDATION ° ° \\ 12" C.M.U. SOLID l GROUTED (fm'= 2000psi) 3" W/ SPECIAL INSPECTION ° CLR. # ®8" O.C. ° 7. REQ'D OPEN END BOND VERTICAL BM. I 3 #5 0 16" O.C. I a SLAB BY 017iERS I ` 6" FRENCH DRAIN NOT A PART OF PER SOILS REPORT cv a WATER PROOFING PER I w ° o SOILS ENGINEER o • ( CONNECT TO 4 THESE PLANS c� o d. RECOMMENDATION = ° " ONBSHTI3 SHOWN tO 2 0 BY OTHERS I - ry ° NOT A PART OF ° 1., _ - _. THESE PLANS�� d _„ -�. — — a ° _'` 6" FRENCH DRAIN d PER SOILS REPORT a ° ° ° ,�� o W. ° CONNECT TO 4 "0 /� \ \ / \ \ \ /� % /� \%\ d 6" ° nu cn FRENCH DRAIN SUBDRAIN SHOWN / / ° SLAB BY OTHERS A PER SOILS REPORT #5 0 10" O.C. ON SHT 3 \ / /�� /j� // p d d NOT A PART OF >s CONNECT TO 4 "0 _. __ - °.. \ \ // j // ° a ° d a d a a I o THESE PLANS "' SUBDRAIN SHOWN d ° ° `� /j�/ d; a d a ° ° d ti N W o JJ # ® 10" O.C. I' V ` ON SHT 3 _ « 1 :.. n # ®8" O.C. \ d ° d ° a z r M o a ° e ° ° M ° 3° °� H +. >.., ° a d a ° d U �\ / / \�/ ° d d ° a a 9 d ° ° I #7 0 8" O.C. CLR. N / /j /j a ° I �j #5 0 10" D.C. d ° N d °a d Oa 3'-6 ° d u \ \ II d # ®12" O.C. CLR. 4 ° ° d j� # Q 16" Q.G. a d II � d• O #5 0 12" O.C. M ° o a 3" ih -J U CLR. U ° ° a U ° d 3' -0" 1' -0" 2' -0" ~ n 4' -4" 1' -4" 1' -10" 2' -6" 1' -0" 1 -0' n 6' -0" 7' -6" Cd b 4' -6" SCALE 1 " =r -o" TAIL 2 DE SCALE 1 " =1' -0" DETAIL 3 SCALE 1 " =1' -0" O Q DETAIL 1 RETAINING WALL DETAIL RETAINING WALL DETAIL RETAINING WALL DETAIL Y r H MARK oc o073 SCALE COMMUNITY DEVELOPME Z NT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRANANG .> REVISIONS APPROVED DATE REFERENCES DA E BE NCH RI A a MOD /F /S S- Bu'L CHISELED SO TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED / GRADING PLANS FOR: 2989 0( -SEE AVrr STEEL FENCE POST AT SW COR INT HORIZONTAL: N/A j % ?� f 3 � 2 �� BY. BY: /]/�.�t�- SINGLE FAMILY RESIDENCE J' NEW SHEET ro23rv �¢ EL CAMINO DEL NORTE & RHO SANTA �. FE RD 23' W RHO SANTA FE RD & VERTICAL: N/A /LEI i,q DATE. �� DATE: DATE. 424100 PARCEL 2 PARCEL MAP 17122 p a 60' S EL CAMINO DEL NORTE CL C �u W LI���� ENGINEER WORK S 4118 3364 CALLE MARGARITA, ENCINITAS SHEET 5 0 t 6 U EL 119.476 (DATUM: M.S.L.) BY DATE AHMAD ZAREI EXP. 313112003 Mar 23, 2000 - 0541 H: 99 -108 Bertha DWGS 99108- 5a.DWG LOT ®1 =1 ,AD ELTA ENGINEERING CONSULTING STRUCTURAL ENGINEERS S 4118 11 .3/31/ 135 LIVERPOOL DRIVE, SUITE "D" CARDIFF, CA 92007 \!Qt7CT� tie TEL: 760 942 -8649 FAX: 760;942 -6189 0! CAL F-1 1 5 5 2 6 5 FENCE BY OTHERS NOT A PART OF THESE PLANS 3 5 SLAB BY OTHERS 4 NOT A PART OF THESE PLANS a` ° RETAINING WALL DETAIL KEY SCALE: 1" = 20' / SOILSRREPORTT PER 2- #5 CONT. 12 C.M.U. SOLID GROUTED (fm`= 2000psi) W/ SPECIAL INSPECTION REQ'D OPEN END BOND #5 0 124 " O.C. d \ � /j1 a BM. FENCE BY OTHERS NOT A PART OF 24" \ ��/ # ERTICAL O.C. THESE PLANS 1 ° ° # ®16" O.C. 3" SLAB BY OTHERS HORIZONTAL NOT A PART OF 1 3 " WATER PROOFING PER # ®18" _ THESE PLANS O.C. SOILS ENGINEER . w._ VERTICAL ° RECOMMENDATION C � ` °• #7 • 8" O.C. UNDERLAYMENT PER o) ° 16" C.M.U. SOLID / SOILS REPORT GROUTED fm`= 2000psi) W SPECIAL INSPECTION 2- #5 CONT. / \ % / \ % / \ �j \ % / R Q'D OPEN END BOND r \ \ \ \ \\ • / \ \ / \ \ / \ \ / \ \ / \ \l #5 ®16" O.C. ° I BM. (MIN 6 COURSES) ° # ®16" O.C. \ VERTICAL 24" r #4 HORIZONTAL O.C. HOR AL a " IZONT ° 24 WATER PROOFING PER N 12" C.M.U. SOLID SOILS ENGINEER GROUTED (fm`= 2000psi) /� RECOMMENDATION d � 00 CL cv o W/ SPECIAL INSPECTION kA pa � REQ D OPEN END BOND o BM. i ` O #5 ® 16" O.C. I e ° 3 ° Y ° 6" FRENCH DRAIN ° 6" FRENCH DRAIN PER SOILS REPORT #5 0 16" O.C. �� PER SOILS REPORT CONNECT TO 4 "0 ° a 4 CONNECT TO 4"0 U ° SUBDRAIN SHOWN #5 ®16" O.C. ° I SUBDRAIN SHOWN ' ° ON SHT 3 ON SHT 3 \ \ \\ \ \ \ \\ TOP &BOTTOM v \ \ \ \ \ \ \ \ \ ;\ \� w �/ / / \� \i / / \� // / / \ / \ / i /i \ /i \ /i \ /i \/i \/i / #5 0 12" O.C. \\ o ° TOP & BOTTOM o % / \\ ° ° ° a ° ° 5 ®12" O.C. ° ° ° ° \\ ° ° a° ° a a a TOP & BOTTOM 04 04 d °, j� d ° ° d I • \ ° °• ° •° ° I e d' - C: °, ° #5 0 10" D.C.-° U TOP & BOTTOM 3 I d CLR. ° CLR. � 4' -0" M v ° 1- #5 CONT. eq 0 0 rn 2' -0" 1' -4" 2' -8" d U u H � rn � DETAIL 4 SCALE 1" = 1' -0" DETAIL 5 SCALE 1" = 1' -0" p A RETAINING WALL DETAIL RETAINING WALL DETAIL Y �rA DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N > REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE COMMUNITY DEVELOPMENT AZ RI AZ A EL EL FEN DEL ST AT &RHO SANTA ED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: 3989- D/F !ST S Bu /LT CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED 7 C7 7 NEW SHEET �pZ 3�p' G 2(0 0/ /V— SBE STEEL FENCE POST AT SW COR INT HORIZONTAL: N/A ° r /3,/ S EL CAMINO DEL NORTE CL BY eY; SINGLE FAMILY RESIDENCE c_ �; 60' .I eO ENGINEER OF WORK S 4118 A FE RD 23' W RHO SANTA FE RD & VERTICAL: N/A j o DATE: DATE: PARCEL 2 PARCEL MAP 17122 p EL 119.476 (DATUM: M.S.L.) BY DATE AHMAD ZAREI EXP. 313112003 3364 CALLE MARGARITA, ENCINITAS SHEET 6 OF U Mar 23, 2000 - 0 X00117 H:\99-108 Bertha DWGS 99108- 5a.DWG PLOT 0 1"=l