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2001-7260 G (Plans) GRADM NOTES CITY OF ENCINITAS GRADING P AN A. GE NERA L: C GRADING EWRONMEI DATA: LEGEND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION ENGINEER OR UNDER THEIR DIRECTION. THEY SHALL OBSERVE AND TEST THE 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE 45% ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED COMPACTION OF TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED 2) MAXIMUM VERTICAL DEPTH OF CUT - 14 FEET WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION REGIONAL STANDARD DRAWINGS (LATEST EDITION). OF GRADING OPERATIONS THEY SHALL STATE THAT THE OBSERVATIONS AND TESTS 3) MAXIMUM VERTICAL DEPTH OF FILL = 6 FEET 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION ROBERTS RESIDENCE, WERE MADE BY THEM OR UNDER THEIR SUPERVISION AND THAT IN THEIR OPINION, 1225 DESERT ROSE WAY, ENCINITAS, CALIFORNA" PREPARED BY TESTING ENGINEERS - ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH 4) AVERAGE DEPTH OF CUT - 3450 cy x (27cf/cy) 117,400 sf - 5.3 FEET WORK TO BE DONE SAN DIEGO, INC., DATED FEBRUARY 23, 2001, AND THEIR LETTER REPORT TITLED THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS DESCRIPTION SYMBOL QUANTITY "UPDATE REVIEW OF GEOTECHNICAL REPORT DATED MARCH 5, 2002, SHALL BE ARE ACCEPTABLE FOR THEIR INTENDED USE. 5) A VERAGE DEPTH OF FILL = 550 cy x (27cf/cy) 111,200 sf - 1.3 FEET - CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN CUT 3450 Cy ( QUANTITIES SHOWN ARE FOR BONDING " ASPHALT DRIVEWAY ... ............................... 5,140 SF ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO REPORTS. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL FILL = 550 Cy PURPOSES ONLY AND ARE NOT TO BE 3 WI CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO EXPORT = 2900 CY NET CONSIDERED ACCURATE OR CERTIFIED OUTLET ENERGY DISSIPATOR OED PER D -40, TYPE 2 ... ....... 1 EA 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATI FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT ON 1400 QUANTITIES. QUANTITIES SHOWN ARE NOT ( on AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE REMEDIAL = Cy TO BE USED FOR CONTRACT PURPOSES) RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. RIP RAP CHANNEL LINING . ....... . _ _ _ _ _ _ 1,810 SF ......................... IN CONJUNCTION WITH 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL $OILS EJ1 K CERTIFICATE " IMPROVEMENT PLANS. 18 STORM DRAIN (PRIVATE) RCP OR HDPE 44 LF BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR I LARRY G. CLARK A REGISTERED GEOTECHNICAL ENGINEER IN THE THE STATE OF 8 " FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND CALIFORNIA, AND PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, 8" STORM DRAIN (PRIVATE) SCH 40 PVC . ..................... . 72 LF 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN 6 ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED " THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY 24, 2001. ONE 6" STORM DRAIN (PRIVATE) SDR35 /SCH 40 PVC .................. 242 LF DESTROYED SHALL BE REPLACED OR REPAIRED TO THE CONDITION EXISTING PRIOR TO TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY GRADING. TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 9 "x9" 'NDS' CATCH BASIN (PRIVATE) . 6 EA SPECIFICATIONS. FURTHERMORE, I HAVE RENEWED THESE GRADING PLANS AND CERTIFY THAT THE ® 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK RECOMMENDATIONS INCLUDED IN THE SOILS REPORT DATED FEBRUARY 23, 2001 AND OUR W 41CH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO UPDATE LETTER DATED MARCH 5, 2002 FOR THIS PROJECT (PROJECT NO. 2001 -1022) HAVE 12 "x12" 'BROOKS' CATCH BASIN (PRIVATE) . ....................... . ® 1 EA REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS 24 "x24" 'BROOKS' CATCH BASIN (PRIVATE). ® 1 EA 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR is STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SIGNED• c �Z�- O' STORM WATER FILTER - FLO -GARD (CB INSERT TYPE) . .............. . L -91 1 EA SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A BE ROUNDED IN ACCORDANCE WW4TH THE GRADING ORDINANCE LARRY G. LARK, .G.E 219 DATE PCC PIPE COLLAR PER D -62 _ _ _ = 1 EA STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS EXPIRA770 DATE: 09 -30 -2006 OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE PCC DRAINAGE DITCH PER D -75 . .......................... . 215 LF HOLIDAYS. COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 4. CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF Na ltd 6" PCC CURB PER G - . . ............................... . 2W LF BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR; CIVIL LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND * E• &IOrlii 44 ENGINEER, SOILS ENGINEER; GRADING CONTRACTOR AND PERMITTEE. THE PREGRADING CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. ` oTEC 8" PCC CURB PER G -1 V LF MEETING SHALL BE SCHEDULED IMTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. D . EROSION CONTROL ' �` -�` TEMPORARY EROSION CONTROL 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERTS AT (619) - CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND 203-6797 ENGINEER OF WORK DECLARATION TEMPORARY GRAVEL BAGS - 1 ROW HIGH . ................. , .. . 4w EA RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY 2. EQUIPMENT AND W TH A FOR EMERGENCY WORK SHALL AT MADE AVAILABLE TEMPORARY SILT FENCE . �..K iHt „�. 70CF LF ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE • ' ' ' ' ' • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT - PRIOR TO CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE HYDROSEED SLOPES. 1Q,00 :r DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE " " " " " " " " " " " " " " " " " • FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CERTIFICATION SHALL BE PROVIDED STATING. " APPROVAL OF THE ENGINEERING INSPECTOR. THE GRADING UNDER PERMIT NO. CONSISTENT WITH CURRENT STANDARDS PUN SYMBOL DESCRIPTION PLAN SY . 7 260 -G HAS B PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPRO D I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS STATEMENT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A IL' PROPERTY LINE �' OF S�.4I' B SHA BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, CERTIFIES SAID GRADING OPERATION. RUN -OFF PRODUCING RAINFALL. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 3 A2. 2 EXISTING GRADE .. B11 C•I'1 OP FLOW B. NO11FICATIONS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES 8Y �� L �� DATE. ��Zs�°' PAD = 341.5 PAD ELEVATION Ea EXISTMG GRADE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES PIPES AND STRUCTURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING MICHAEL K. PASKO OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO R.C.E. 41022 EXP. 313112003 FF 342.0 FINISH FLOOR ELEVATION FG FINISH GRADE Cq THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 2525 PIO PICO DRIVE CARLSBAD, CA 92008 (760) 753 -1453 ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED - 3 4p5 FINISH GRADE DL DAYLIGHT °D PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES WATERS CREATE A HAZARDOUS CONDITION EN ,,INFER OF WORK NOTE' m LOCATED AT THE WORK SITE IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXISTING CONTOUR TW TOP OF RETAINING WALL EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF � ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING - � PLAN SHALL BE INCORPORATED HEREON. PRIOR TO USING THESE PLANS FOR ANY CONTRACTURAL OR WORK PURPOSE, COMMENCEMENT OF WORK: THE ENGINEER OF WORK SHALL BE CONTACTED IN WRITING FOR HIS CURRENT FINISH GRADE CONTOUR - 1' INTERVAL o 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM WORK AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY: BE BIN BOTTOM OF RETAINING WALL A. SEPTIC - COUNTY OF SAN DIEGO HEALTH DEPARTMENT - THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. MORE RESTRICTIVE THAN THOSE SHOWN HEREON; AFFECT THE WORK, AFFECT a (760) 471 - 0730/940 -2861 THE COST OF THE WORK. - ---- DAYLIGHT LINE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE a B. GAS & ELECTRIC -SAN DIEGO GAS ar ELECTRIC CO. - (800) 422 -4133 F OF EACH WORKING DA WHEN PERCENT FIV 5) AND OTHER PR DEBR BE O STATEMENTS FILL SLOPES (2: 1 MAXIMUM) W C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760) 753 -6466 EC S ( ) REMOVED AFTER EACH IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO CUT SLOPES (2:1 MAXIMUM) $ � � � a D. TELEPHONE - PACIFIC BELL - (800) 489 -3441 RAINFALL. THESE PLANS. L% °a 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A - R AL QUANTITIES SHOWN HEREON ARE FOR W E CABLE T.V. - DANIELS CABLEWSION - 1- 800 - 422 -4133 DIG ALERT COVERAGE OF GRADED SLOPES (90S COVERAGE) PRIOR TO NOVEMBER 15, THE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR �� I �� co o a 1-800-422-4133 `/ v BONDING PURPOSES ONLY AND SHOULD NOT a SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES zs�f m� I BE CONSIDERED ACCURATE OR CERTIFIED H WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF AUVENHA /N p ns I QUANTITIES QUANTITIES SHOWN SHALL NOT co 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. IMPROVEMENTS. ROAD cvk R D BE USED FOR CONTRACT PURPOSES. BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. > v 11 TYPICAL L TYPI HYDROSEED MIX. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST - LEUCADIA { . 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. 2000 LBS /AC (MIN) WOOD FIBER MULCH HAS BEEN OR WILL BE RETAINED TO SUPERVISE ALL GRADING ACTIVITY - BLyD PHONE (760) 633 -2770. ALL WORK PERFORMED W TROUT BENEFIT OF INSPECTION WILL 1000 LBS /AC (MIN) AMMONIUM PHOSPHATE SULPHA TF AND ADVISE ON THE COMPACTION AN STABILITY OF THE SITE TF 'C, , _ BE SUBJECT TO REJECTION AND REMOVAL. (16 -20 -0 W/ 15X SULPHUR) r '' �" , VIA SHEET INDEX: 20 LBS /AC (MIN) FESCUE, ZORRO , OR EQUAL SIGNATURE: - s y�, C � SHEET 1: TITLE SHEET / NOTES PROJECT TOPOGRAPHY 7 SHEET 2. GRADING PLAN Z '= Q AERIAL TOPOGRAPHY BY ROBERT J LUNG AND ASSOCIATES ; GROUND CONTROL AND 20 LBS /AC (MIN) ROSE CLOVER SHEET 3: EROSION CONTROL PLAN PROPERTY LINE DATA BY BAKER LAND SURVEYS ; DATE OF SURVEY 5/3 %1. OWNER MATT ROBERTS a LEGAL DESCRIPTION. ADDRESS 1671 BERYL ROAD, SAN DIEGO, CA 92109 - D ' °• f�fh ST PARCEL 3 OF PARCEL MAP 3008, RECD AUGUST 29, 1974. ALSO SEE GRANT DEED REC D 1011812000 AS DOC. N0. 2000 - 0562358. ASSESSOR'S PARCEL NO 264 - 151 -35 Z - • • L OCAL BENCH: Underground Service Alert A ( 619 ) 203- 6 79 `� r �. - - o Q � E ` E K A� U AS BUILT L BBY TELEPHONE: 7 � � J �, J J 1 r� �� 4 ELEVATIONS SHOWN HEREON ARE BASED Call: TOLL FREE E NCINI TAS elw. LOCALLY ON U.S.L. DATUM ESTABLISHED FROM COMMUNITY SERVICES DEPARTMENT ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUN. WATER DISTRICT a) " NO' 41022 "' CITY OF ENCINITAS AS - BUILT IMPROVEMENT PLAN 1 - 800 z R.C.E. 41022 EXP. 313112003 DATE FOR DESERT ROSE WAY, CITY DRAWING N0. THOMAS EROS -+-.) g � 5377 -1. 422 -4133 PG 1148, A -5 s 3-31 -2003 * • REVIEWED BY: �/�d� -� �L1y`� -- Oil •Z •O - V ICINI'l,y MAP CIV1l EO ��� ! O a° cc?&� _�, m,-- TWO WORKING DAYS BEFORE YOU DIG B Y . DATE BY: DATE BY DATE NO SCALE OF C AL � INSPECTOR DATE APPROVAL EXPIRES TWIG YEARS FROM DATE SIGNED DRAWN BY � REVISIONS APPROVED DA TE REFERENCES DATE BENCH MARK OC 0073 SCALE COMMUNITY DEVELOPMENT DESIGNED BY CHECKED BY APPROVALS CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �3 CHISELED SO TOP HDWALL MARKED W/ PLANS PREPARED P ER PER VISION OF RECOMMENDED APPRO D GRADING PLAN FOR: �� O STEEL FENCE POST AT SW COR TNT EL HORIZONTAL: N/A / U R V - G CAMINO DEL NoRTE k RHO SANTA FE RD L - S 23 z B . BY: 0 6ERTS RESIDENCE 970 VIA DI FEUCITA o • VERTICAL. NIA ��-- \ 7* DATE: Z W RHO SANTA FE RD & 60 S EL / V�•�- CAMINO DEL NORTE CL y 7 - 0 Z ENGINEER OF WORK R. C. E. 41022 DATE. 5131 Ta? DA TE. G D� AP N 264 -151- 35 C Y DATE MICHAEL K. PASKO EXP. 313112003 TITLE SHEET SHEET 1 OF 3 O 'v EL 119.476 (DATUM: M.�L) CQ Apr 25, 2002 - 10 P:\01-008 Roberts \Dwgs \01008GP01.DWG PLOT ® 1 =20 EXISTING 8" PVC SS (', r� PER CITY DWG CS -289 r a l ! 1 I i • - i \ _ TREES 2.8 .. d 4. •y yy _ � J 208 �- ,� �, r; S \ ,� �- y... F- / , j':r"" rf f f CS ,4 520 a .27 `��` 9707.25 .L t 140.70 `'� � �-,,: � .}/' /� ,� � LJ ' EXtST1N G STt ®✓ 144.`' f' TYPE 8.. �' r - _ _r> y ..�� >f f �� s fyr -'� / / //` s f`� A A 1) -� X ,� sue" . \ 0 75 DRAINAGE DITI✓H'..- � 0 . �' - - _ ^� �,' ��- f / 1 'WATER UNER PER _ is r r' i , �- INSTALL f .t r j� /! = ALONG TOP OF PE c:; OMWD DWG 5A -3 � , f •� f� f' r = -cv SLOPE f FROM G f E ND �, 'r �, ! j �;', , /0.14 140.. s _ ..- •., �:� --�"" ��,.4 tom... y _ ._ _. _ _.. -�° � � �`° j` � � ! /' rr ___- 1i BEh t 1016 .88 19 0 39 � 1 l � TO P53 S .�..�....�. -- _ � �`� / • w , w '' x+ `f1 87' 53'6 - �• �- ,J y N : y. r f�a _ i t f 4 -- - 3 / • - ��•,V -"r �.�.°-'� -- - - ; ' ! , ` t �• - _ s f �0 y/ / {` I fj '� - 7 / + r A � t ! 1 ; #`' ; J,� � o \ 1 �BLEMQ. 0 - JNI i t i s 1 1*0 -SLOE rC �. a '� 1 _i • 'c .� `p 'f ' jl 66. s. !• .. \ ' 1. .tt ` - r I - �' �, t I ` �• a.r f / 3 f {! I A•'� u ~�.... F` i � .� f1 Q �-. _ - -2x ;' TORII�- Di �VOR K ITEMS 139,5 ' �` ;� I o ` j 1 t ,� � � � S _ 6ARA 'FLOOR TOP SL ES 1% i \ 5 1 r t `. S • III 0 1 N�G� > �ti� -= (( ff , r 185.1 1a NEW TYPE t DRAINAGE DITCH PER SORSO D-75 O 17[ MINIMUM SLOPE z :l\ .ly �' �, D 10p X43 �. • C 5 O F�3 _ ; ----� a -,: TR ANN INTO 137.3 i `1 �,: f ' X 185.3 � V�• V ..w _ ,� -�_ � �'�- ..,.._ _ - -�' r` � " . » \ R `� __ r _ POOL / / t= EXISTING SW LE ,, X kG a 1 X45.5 E �1 f r t ; ❑2 NEW 6 , Lx12 D OUTLET ENERGY DISSlPATOR AT END OF 0-75 DITCH. USE 10 5 0 20 �V t t , t » X 20 i � ` •� : f G 6 (D5o) C1NG CLASS STONE OVER 2 DG OVER FILTER FABRIC D _ __ 4 Y - _... -.. __, . z. // / :' /'tiii ! / '.`' ` ,3 NEW PCC PIPE COLLAR PER SDR D -62: TIE END Old EXISTING 18 RCP SD TO '•_w �.` Y ., �. 4 L• \ �� - • .1 / I / jO M i r r F f ' e � ; j SCALE: 1 f1- 20 / `, j ` f �/ _ N ` // / // 4 t / r' 1 { 2 - ENDWALL AND a N B - ��- � � ,, '- 84 � X APR N A NEEDED. REFS NCE CITY DWG CS 9. �• , / // � . ',� ! j � � � r' f j ' 1 ., � NEW PR(VA 18 SD. REMO RTTONS OF EXtS N X / `' 10 / / '� % t. /' i" 1NL>! O S N E X28 jj _ C t 't '.._A., ` - ' 1 :� D �-.. 'r, x FV � `i 137.2 _ -1, / ,' .<, f f 5 \ / r / t r ... . � , ,�# ! j�) - ❑4 NEW 18 PRIVATE SD (HDPE OR R AT S =3 6X 45. , { j' .1 1 .OUT E� i" 04. Y OU SE 145. _ -�l°c \� //� / z ' r` f r' < r + f f f ! j 11� 3 0 1 E 131 4 SEWER PER DIMS x(82.9 1 ?� N / , ;� ; s / 1 �" o �� !` ; ` .�r { 185 5 5 BEVEL END OF NEW SD TO MATCH 1.5:1 SLOPE AT INLET 0 1 t /t 1 CS -289 , „� ..} \ FFrEL ' f / �/` t r ' ';' �r' ;° � f. "' f o a�C X X DEPRESSION. } +> �. •-� _ _ 146.0 � / / l ') _ 6 NEW TRAPEZOIDAL ROCK -LINED DITCH PER DETAIL 613 6" THICK FACING / / t �`4 st 143.4 / i i �i1; ANN (1 :IN , f / f f r j ; / r ` f l - -_ _ J �ti / v► XISII `'GRADE PER 0 ' { a /3 ;� / f 1 CLASS STONE OVER 2 DG OVER FILTER FABRIC. l ool 135.0 X \ \ �,� - / i i '' 4 ,� / , r � % / E A A r� n� a NEW 6 PCC CURB PER SDRSD G -1 i X 136.ti '� \ �� fl / 1 :' f j .} ' j,? ! r` IVI .. •� _ 1 / NEW 8 x 22 SCH 40 PVC PRIVATE STORM DRAIN AT S =1.Ox MIN BRt�SH i/ 132.0 LE OUT = 131.7 -- t' f � i dr / �: f r • �, Q / % / f ` s t' NEW 24 *"x 24 CATCH BASIN RIM 133.3 WITH w FLO -GARD" STORM WATER i a / 9 BRUSH k r \ l f z _ ;' i 1 LEN VA 1'" � N NT. PROPOSED E t r - . '� FIL R SYSTEM MODEL FF - 24D OR EQUI LE QU i , t F _ EXISTING 6 0 , PRIVATE"R 0+� t = Y E XI `� l i 1 TI�tFS � � / F . % t t r f-- ....� , _ _ d , , t � SUBSTITUTION STORM WATER FILTER SYSTEM SHALL BE APPROVED IN WRITING - t > ti / 1 . 1 t 85 EASEMENT PER F/P 73- 00144`! 1 � -, � / � � - „�: � \_ ¢' ; -� . � '� � BY THE CITY ENGINEER AND THE ENGINEER OF Wl'3RK PRIOR TO PURCHASE AND ti AND OTHER VARIOUS DEEDS i / / .. f -{ i 1 _ i - / �%.1 /# INSTALLATION. OF RECOR4 .ER PM 3008"' 140 / / / /� / E _.� / 8 / / // I r{. ? ; - 180 o� 10 ROCK -LINED SPILLWAY FROM EDGE OF PAD TO EDGE OF CHANNEL. SPILLWAY `! . X / ( ) ' _ f s I ` �_ �� SECTION PER DET 4 3 LINED W 6" 05o FACING CLASS STONE OVER 2" DG EXISTING 30' IRREVOCABLE OFFER TO DEDICATE DEAL ; , 134.8 ��,.- Z F � / / / :.� f l � � OVER FILTER FABRIC PROPERTY FOR ROADWAY PURPOSES PER DOC. N0. X - �" // 4 p ' 1 � r` I .- j , l < l �� i F/P 74- -231941 PER PM 3008 AND EXISTING 30' 1 8 / // � i� �� / 5 i " v L ,; • / f f ' 1 '�' i jeU �- --'""� � SEWER EASEMENT PER DOC. NO. 1999- 0483580 t ,` 13" / // 'A� f" t i E ) ' 1 '► ti i { t r` f ��� 179. /� h / -� t i / c, X WORK ITEM LEGEND NOTES 1 �' '"' 'S 'Y R k.� t ;. ,I vy�� . kJ V .. ! r' X o t ✓ ` ..- - M r •` t V ✓ 132.9 Y s •+ ` Y �'' r e •. j '` 1 In .y : 1 f 214 � 1 4 PRIVA STORM DRAIN DATA I _ r ! ; - A ONNECTION PER TY DWG CS 289 - �- ,_.% R MAIN C '•-� ` :. XI TIN WYE LATER cv r E S G SEWS INLET DATA SO DAT F 1' `1r ` _ ; " ` - i `'; y , _ _ _ �, �: '94.4 � �� ,� �:�- � ., . 47 N 4 8 BEG ` '�002a � �� ` , I 172.43 >_. fj 16 -FOOT (MINIMUM) WIDE DRIVEWAY 3 AC / 10 CL2 A8 / 90X R.C. NATIVE 1O FS/RIM-142.0 I.E. 140.7 [1] 34.0 LF 6 SD O 2.1% [3] / r .' - ALTERNATE SECTION if: 5 PCC / 10 CL2 AS / 90% R.C. NATIVE { +t1 x J��, BLEND IN / 1 - ALTERNATE SECTION 2 CONC. PAVERS f0 CL2 A8 90% R.C. NATIVE 2 FS IM =142.5 I.E. 140.0 1 25.7 LF 6" SD O 2.3x 3. rt ? 1 y,o 1 EX GRADE t ! t f ' ,`� f f � / / ca �' [ ] 1 \ 7 f r OQ I r t ENGINE SHALL FIELD VERIFY THE SELECTED PREUMINARY�AVING SECTION Q 32.3 1 0.5 I t ; ` S . f '` `� , �r SOILS ® X IN R -VALUE TESTS PRIOR TO GRADING OF DRIVEWAY SUBGRADE. 0 FS/RIM -144.7 I.E. 143.0 [1] 31.9 LF 6" SD O 9.4% [3] , y d' • BOT 8" S 136.7 ! . » _ " O t �x ` ..�� TOP 18" Sid 133.8 t t j r j % `^ '} '� _ f C 8 PCC CURB PER SDRSD G -5 4 ] t ` t FS/RIM-1 I.E. 144.0 [1 ] 50.0 LF 6 SD 2 [ 3 `; r s O 170 -•-� DEEPENED FOOTING / FOUNDATION STEM WALLS - THE BUILDING FOUNDATION a� i 5 FS/RIM-142.5 I.E. 139.4 [1] 28.5 LF 6 w SO O 2.1% [3] SYSTEM RE TAINING t '_ , 4 / - - - / i` =; { •e D - WA OWN ON THIS PLAN ARE PART OF THE RESIDENTIAL O \ = t O G LLS SHOWN U ��` A / GRASS- L1fNED S N��� . �•: ` STRUC TURAL DRAWINGS AND ARE SHOWN HEREON FOR REFERENCE PURPOSES © FS/RIM-1 I.E. 138.8 [1 ] 47.3 LF 6" SD O 2.1 x [ 4} ''S _\ it . _ ; f- >� \ - ONLY AND ARE NOT A PART OF THIS PERMIT. REFER TO THE ARCHI TECTURAL 131.3 � � / PER DE � � � `� � n � ;.. A,s... �, . -� ` \ � �,�� � ' r ,� .; � ��-. X \ - PLANS FOR DEEPENED FOOTING LOCA TIONS AND LIMITS 9 O7 FS/RIM-141.0 I.E. 137.8 [1] 24.0 LF 6" SD O 3.3x [4] ) 'E c t 157.1 �. \ �-- X � O NO CONCENTRATED RUNOFF ALLOWED OVER BANK - GRADE EARTH BERM ALONG O8 FS/RIM-139.2 I.E. 137.0 [2] 50.0 LF 8" SD O 1.Ox [4] / ! r-' / ,? ; , ' /, '` _ \ ,�, `' `` TOP OF ALL GRADED BANKS GREATER THAN 2 FEET HIGH PER DIET 2 /SHT 3 "o w r - 0 OUTLET I.E. EG FENCE, 4 136.5 ' C ENO _ - " y 2 -RAIL PVC FENC , ;.. 1 -- i ' ., "" € ,! rf TALL (N OMINA ) , L r _ 130.3 r' ; , F, �. `° ` X S 131.1 ; '. y 8 / ` --r-- -- s " ' Y � i' \ •F ,�' �' �• LIMIT OF FUEL MODIFICATION ZONE W NOMINAL (LESS O STRUCTURES) X STORM DRAIN DATA SHOWN FOR PIPE *-. 131, ! >► "- - ?� 157 2 y I {�_\ H EXISTING WATER SERVICE METER BOX PER DISTRICT RECORDS SECTION DOWNSTREAM OF INLET 130.E X + � r II # 'ADOITiVAE , /101NC NO ``° '� 1 [1] 9 » xg » 'NDS' CATCH BASIN OR EQUAL X 130- -- 6EG .. i » x 18 w BROOKS - X 1 �� a _' - '. N y - 1)�` 90610A*Y DA L- HE BOUNDARY DAT SHOWN H IS RECORD PER PM 3008. CONTRACTOR SHALL TAIN A COPY OF THE RECORDED SUBDINSION MAP (PARCEL 7W- BOUNDARY MAP 3008) AND USE U [2] 18 CATCH BASIN OR EQU -.0 - �_ ti ; 1 �t A'ND�`M(�NUMENTATION DATA ON E REC ED MAP FOR ALL SITE CONTROL ALL CRITICAL CON OL POINTS SHALL BE SET BY A LICENSED LAND SURVEYOR. - c ' .. .. ,� BEG - `SEES TAIL 5/3 -- t [3] SDR35 PVC PIPE FIRE r, � `' \� '� ! ' >� �1Rp�► CT�R�fL �L/1N REFERENCE N6TE R FERENCE PROJECT ARCHITECTURAL PLANS BY MARK ROBERTS IA FOR ALL BUILDING DIMENSIONS, BUILDING LOCH TIONS FOUND DETAILS AND z [4] SCH 40 PVC PIPE 1 9. `. X �, �t_ �: - ` S TRACK INF ATIDN FOR THE PROPOSED RESIDENCE ALL SLAB AND GRADED PAD ELEVATIONS AND DIMENSIONS NOTED HEREON SHALL HYDRANT BE VERIFIED WITH THE APPROVED ARCHITECTURAL PLANS . r `c E>(IST1N '_PUBLIC R8AD,EA�ES MEN %'P •'- PR IOR TO THt- TART OF WORK. == - + DEE RECORDED -40/18 M AS F • - A 1 FOOT MINIMUM EXTENDERS ARE REQUIRED ON DOWN SPOUTS TO E NSURE - NO CONCENTRATED DRAINAGE IS PLACED IMTH►N 6 FEET OF FOOIING� ALL SURFACE -- T � Room s 212 _ ____._ w- ��--` - € 2000052358 AND EXISTING 3¢` _ DRAINAGE` SHALL FLOW AWAY FROM STRUCTURE AT A MINIMUM OF 21G ARCHITECT AND OWNER SHALL ASSURE THAT ALL ROOF RUNOFF IS COLLECTED VIA RAIN GUTTERS, DOWN SPOUTS AND QVOF �l E K l IO ' �i iRREVOC�IE�E OFFER TO DEDICATE REAL DOWN SP O UT EXTENDERS AND DIRECTED TO HARDSCAPE, SWALES, OR STORM DRAINS NO CONCENTRATED RUN -OFF IS ALLOWED OVER BANKS. � � p �-r ®4875.58 - _ X 4� 4 9634.35 132. PROPERTY J, cn 12 9. 2 ,1 ' , ,� -� 4 s F'pR f2QADWAY PURPOSES PER RAIN NE AND LANDSCAPE DRAIN LINES (DESIGN DES 129.16 ^ / ' tip t � `` 'DOC. NO. F^ 74- 231941 *ER PM 3008 4) SITE DRAINS OWNER TO COORDINATE THE CONNECTION OF BACK OF RETAINING WALL DRAIN SYSTEMS, ROOF GUTTER DRAIN LINES, DECK D U ( H o ACCESS FROM C ST WHICH IS A PUBLIC i _, t ti� 'r._� OF THESE ITEMS BY OTHERS) TO THE STORM DRAIN LINE SHOWN HEREON OR OTHER LOCATIONS ON THE SITE APPROVED BY THE CITY. - No. 41022 Z ROAD TO THE BOUNDARY OF PAR o ! ; ` X " "' 2 do 3 OF PM 3008 IS BY EXISTING ' _ 1 38'7 � i TIN TY VERIFICATION: CONTRACTOR SHALL OBTAIN A COPY OF THE RECORD IMPROVEMENT PLANS ON FILE AT THE CITY OF ENCINITAS AND OTHER AGENCIES AND SHALL COORDINATE d ORES 3-31-2003 cd ,� PRIVATE ROAD EASEMENT RECORDED 2/1/74 �, UTILITY POTHOLING WITH UNDERGROUND SERVICE ALERT TO DETERMINE EXIS77NG U77LITY LOCATIONS ALL UTILITY STUB LOCATIONS ELEVATIONS AND POINTS OF CONNECTION SHALL BE DETERMINED AS F/P 74- 026915 OF OR ` ' j �\ '' 1 '\' `; NA FIELD EXPLORATION AND MARKED PRIOR TO START OF GRADING. �lF 01 V i 1. Q �� O •� o ,t Q; OF CAF Q) SLOPES ALL GRADED SLOPES ARE 2:1 MAX UNLESS OTHERWISE NOTE • REVISIONS APPROVED DATE REFERENCES DATE B ENCH MARK OC 0073 $ E DESIGNED BY DRAWN BY CHECKED BY APPROVALS CI OF' ENC I N ITAS ENGINEERING DEPARTMENT DRAWING NO. CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER PER VISION OF RECOMMENDED APPRO D GRADING PLAN NoText