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2002-7439 G (Plans) GRADING NAMES A . CITY OF ENCINITAS GRADING F AN GENERAL C. GRADING ENVIRONMENTAL 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 12% ALL WORK SHALL BE DONE iN ACCORDANCE WITi-I 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 = 0.5 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 EDI7TON). OF GRADING OPERATIONS THEY SHALL STATE THAT THE OBSERVATIONS AND TESTS 3) MAXIMUM VERTICAL DEPTH OF FILL = 0.5 FEET 2. THE SOILS REPORT TITLED "REPORT OF FINAL GRADING OBSERVATION. SOILS WERE MADE BY THEM OR UNDER THEIR SUPERVISION AND THAT IN THEIR OPINION, TESTING AND GEOTECHNICAL ENGINEERING, PROPOSED BROWN RESIDENCE, 1515 LAKE ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH 4) AVERAGE DEPTH OF CUT - 40 cy x (27cf/cy) 16,000 sf = 0.05 FEET WORK TO BE DONE DRIVE, ENCINITAS, CALIFORNA" PREPARED BY GEOTECHNICAL EXPLORATION, INC., THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS (PROJECT NO. 01 -8071) DATED 26 FEBRUARY, 2002, SHALL BE CONSIDERED AS PART ARE ACCEPTABLE FOR THEIR INTENDED USE 5) AVERAGE DEPTH OF FILL 40 cy x (27cfIcy) /6,000 sf = 0.05 FEET DESCRIPTION SYMBOL QUANTITY OF THiS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 2• THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO CUT - 40 Cy RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHE SHALL FILL - 40 Cy PURPOSES ONLY AND ARE NOT TO BE (QUANTITIES SHOWN ARE FOR BONDING / ACDRiVEWAY SURFACE . .. ............................... . //, .910 SF 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO EXPORT= 0 CY NET CONSIDERED ACCURATE OR CERTIFIED PCC DRIVEWAY PA VING .................... 990 SF AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT QUANTITIES. QUANTITIES SHOWN ARE NOT RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED EROSION OF FRESHLY GRADED AREAS UNTiL SUCH TiME AS PERMANENT DRAINAGE REMEDIAL s 0 Cy TO BE USED FOR CONTRACT PURPOSES) iN CONJUNCTION WITH AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 6" STORM DRAIN (PRIVATE) SCH 40 PVC .. .................... . -SD 6 " 150 LF IMPROVEMENT PLANS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL SaLS ENGINEER'S CERT/FICATE " x9 " . NDS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS ALL VEGETABLE 9 CATCH BASIN (PRIVATE) . ........................... 1 EA ® MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR 1, JAIME A. CERROS, A REGISTERED CIVIL ENGINEER IN THE THE STATE OF CALIFORNIA, AND 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS DESTROYED SHALL BE REPLACED OR REPAIRED TO THE CONDITION EXISTING PRIOR TO EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED MADE BY ME OR UNDER MY DIRECTION ON DECEMBER 26, 2001 THROUGH JANUARY 3, 20OZ GRADING. TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILI ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WiTH RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK SPECIFICA 7IONS. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A RECOMMENDATIONS INCLUDED IN THE SOILS REPORT DATED FEBRUARY 26, 2002 AND FOR REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, DIRECTED BY THE ENGINEER OF WORK AND LEFT iN A NEAT AND ORDERLY STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SIGNED: -- 8. GRADING AND EQUIPMENT OPERATING THIN ONE - HALF (112) MILE OF A SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL JAIME A. N DATE R.C.E. 2003 G.E. 2007 DATE WI STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS BE ROUNDED IN ACCORDANCE WiTH THE GRADING ORDINANCE. EXPIRATION DATE: 09 -30 - OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED /Rp f E.SS /D HOLIDAYS. 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE OQ COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE �`� /� A. \�` F 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A '��' BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR; CIViL NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF ; �+ No. 002007 ENGINEER; SOILS ENGINEER; GRADING CONTRACTOR AND PERMI T i EE THE PREGRADI NG LOCA 110N OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND oc ( j � MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. �, Exp''34�'O3; 'I CALLING (760) 633 -2770. Jl cr ° D. EROSION CONTROL F`�N,�� " . PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED \\ 91E Of CAL� :' TEMPORARY EROSION CONTROL 1 0 CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND 1. IN CASE EMERGENCY WORK IS REQUIRED CONTACT ANDREW BROWN AT ( 760 ) ` - " RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE 436 -0204 OR (760) 753 -4011 E�NEER OF WOW DECLARAT]©N= TEMPORARY GRAVEL BAGS - 1 ROW HIGH . .................... . ® ©® 210 EA DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE 270 LF AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE TEMPORARY SILT FENCE . . ............................... . k..x �..� �..� 1 HEREBY DECLARE THAT 1 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID THE ENGINEER OF WORK FOR THIS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE HYDROSEED SLOPES . • 2,110 SF FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE .. ' ' • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' CERTIFICATION SHALL BE PROVIDED STATING: " THE GRADING UNDER PERMIT NO. BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS PLAN SYMBOL DESCRIPTION PLAN SYMBOL DESCRIPTION GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLA . " THIS STATEMENT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE 7439 -G HAS BE PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED CONSISTENT WITH CURRENT STANDARDS. APPROVAL OF THE ENGINEERING INSPECTOR. SHALL BE FOLLOWED B Y THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND PROPERTY LINE TOP OF SLOPE BERM CERTIFIES SAID GRADING OPERATION. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A R - I� 4{f - IMF WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, RUN -OFF PRODUCING RAINFALL OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 3 42. 2 EXISTING GRADE .. -� DIRECTION OF FLOW B. NOTIFICATIONS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES By. " � - �.e h-� 1� l � DATE !�04 AZ. PAD 341.5 PAD ELEVATION EG EXISTING GRADE AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES PIPES AND STRUCTURES MICHAEL K. PASKO SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. R.C.E. 41022 EXP. 313112003 FF 342.0 FINISH FLOOR ELEVATION FG FINISH GRADE 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 5 m PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 3 FINISH GRADE DL DAYLIGHT LOCATED AT THE WORK SITE RK IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT WATERS CREATE A HAZARDOUS CONDITION Eh"NEER OF WO NOTE s~ $ 3 THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY ;Y: EXISTING CONTOUR TiN TOP OF RETAINING WALL EXCA VA TION, 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 BW BOTTOM OF RETAINING WALL c - 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM WORK AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY: BE A. SEPTIC - COUNTY OF SAN DIEGO HEALTH DEPARTMENT " • (760) 471 -0 NT Y O0 -2861 THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE COST RIC (THAN THOSE SHOWN HEREON; AFFECT THE WORK; AFFECT --- fl - - -_ DAYLIGHT LINE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE A T THE B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC CO. - (800) 422 -4133 END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY r FI LL SLOPES (2: 1 MAXIMUM) FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE OWNERS STATEMENT $ C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760) 753 -6466 REMOVED AFTER EACH IT 1S AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO CUT SLOPES (2:1 MAXIMUM) RAINFALL. THESE PLANS. D. TELEPHONE - PACIFIC BELL - (800) 489 -3441 NOTE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A ALL QUANTITIES SHOWN HEREON ARE FOR E. CABLE T. V. - DANIELS CABLEWSION - 1- 800 - 422 -4133 DiG ALERT COVERAGE OF GRADED SLOPES (9OX COVERAGE) PRIOR TO NOVEMBER 15, THE REGISTERED CI VIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR BONDING PURPOSES ONLY AND SHOULD NOT a 1- 800 - 422 -4133 SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF IMPROVEMENTS. ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF �\ BE CONSIDERED ACCURATE OR CERTIFIED H 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO O QUANTITIES. QUANTITIES SHOWN SHALL NOT v� THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. Z BE USED FOR CONTRACT PURPOSES. BEGINNING ANY WORK ON THIS PROJECT. PHONE 760 633 -2770. SANTA FE \� DRIVE 11. TYPICAL HYDROSEED MIX: ! HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST \ J 0 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. 2000 LBS /AC (MIN) WOOD FIBER MULCH HAS BEEN OR W ILL BE RETAINED TO SUPERVISE ALL GRADING ACTIVITY (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WiLL 1000 LBS /AC (MiN) AMMONIUM PHOSPHATE SULPHATE AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. � Q PHONE 0 w BE SUBJECT TO REJECTION AND REMOVAL. (16 -20 -0 W/ 15% SULPHUR) INC j WOODLAKE W SHEET INDEX. 20 BS AC ( MIN) FESCUE "ZORRO" OR EQUAL SIGNATURE: ! / Y SHEET 1: T17LE SHEET / NOTES L / ( O DRIVE W SHEET 2: GRADING PLAN PROJECT TOPOGRAPHY. 20 LBS /AC (MIN) ROSE CLOVER WMOODGROVE OWNER BROWN PANTS INC. ATTN: ANDREW BROWN�7 W Z U SHEET 3: EROSION CONTROL PUN TOPOGRAPHY BY DRESSELHAUS SURVEYING USiNG HELD SURVEY METHODS DRIVE TOPOGRAPHY COLLECTED ON 7/1 0/00 AND UPDATED 1131102. ADDRESS 1515 LAKE DRIVE, ENCINITAS, CA 92024 ASSESSOR'S PARCEL NO. 260 - 222 -20 7S�S Underground Service Alert - 7 �qkF oR Qv pF E SS 1 0N7 c, ' AS T ' LEGAL DESCRIPTION TELEPHONE: (760) 436 0204 0 ,- ( 60) 753 -4011 BIRMINGHAM DRIVE �p ���,L K. A4 THE NORTH HALF OF THE SOUTHEAST • QUARTER OF THE SOUTHEAST QUARTER OF 0811 TOLL FREE THE NORTHWEST QUARTER OF SECTION 23, THOMAS EROS. ? o TOWNSHIP 13 SOUTH, RANGE 4 WEST seB 1 -800 COMMUNi TY SERVICES DEPARTMENT ENCINITAS TAS FIRE DEPARTMENT SAN DIEGUI TO WATER DISTRICT 1167 F -2 co) No 41022 m R.C.E. 41022 EXP. 3131 12003 DATE DIEGO IN STATE OF DEED 422 -4133 � �s 3- 31 -2003 * • � Cx R EVIEWED 8Y REC'D 810412000 AS DOC. N0. 1 t WCINITY MAP C I y W ��� U , ti 2000- 0414765. Sl -d ��� �') £' ♦` TWO WORKING DAY'S BEFORE YOU DIG Z �lF OF C I,L �� BY: DATE BY: dA BY: DATE NO SCALE INSPECTOR DATE APPROVAL EXPIRES TWO YEARS FROM DA TE SIGNED Q, • REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 42 SCALE COMMUNITY DEVELOPMENT DESIGNED BY =A WN BY CHECKED BY APPROVALS C17Y OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �3 DESCRIPTION: CHISELED SQU ARE, WEST END NW CURB PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED /G� GRADING PLAN FOR 7439-G LOCALLY ON RETURN •LAKE DRIVE & BiRMINGHAN ORi BASED HORIZONTAL: N/A G� BROWN RESIDENCE 1515 LAKE DRIVE, ENCINITAS SEWER MANHOLE COVER LOCATED ON CENTERLINE OF LAKE DRI 57' NORTH OF NORTH VER 1TCAL• NIA G- DA TE: 4f Z B Z BY: BY: PROPRERTY LiNE SMH ELEV. - 335.36 / `" ` G rl` 2n ENGINEER OF WORK R.C.E. 41022 DATE: S�6�d 2 DATE: S 7 OZ APN 260 - 222 -20 B.M. ELEV. 300.100 DATUM M.&L , BY: DATE MICHAEL K. PASKO EXP. 313112003 TITLE SHEET SHEET 1 OF 3 CQ Apr 26, 2002 - 08:23:60 P:\02-002 Brown \Dwgs \01008GP01.DWG PLOT ® 1 =20 DEMOLITION /RESTORATION GRADING NOTES: MISC. NOTES: X THE PURPOSE OF THIS PLAN IS TO PRESENT PRECISE GRADING REQUIREMENTS AND EROSION CONTROL REQUIREMENTS FOR THE PAD AREA 1) BOUNDARY O SHOWN HEREON ARE PER RECORD SOURCES AND ARE NOT THE I THAT WAS RESTORED AFTER THE WAREHOUSE DEMOLITION GRADING WORK DONE UNDER CITY PERMIT No. 012250. THE EXTENT OF THE RESULT OF A BOUNDARY SURVEY. TESTING & OBSERVATION OF THE DEMOLITION GRADING IS SUMMARIZED IN THE REPORT BY GEOTECHNiCAL EXPLORATION, INC. (JOB NO. X 01- 8071). THE GRADING RECOMMENDATIONS AND REQUIREMENTS CONTAINED iN SAID REPORT APPLY TO THE WORK SHOWN HEREON. 0 +00.00 CONNE�T NEW SD d• APN 260 - 222 -18 CO TO EXISTING SD I (353.5) IE = FlELD VERIFY TRANSITION FROM DETAIL 6/3 x LOCATIONS � ELEVATION DRIVE SECTION TO DETAIL 7/3 II DRIVE SECTION OVER 15' RUN EXISTING PRIVATE 4" PVC SD BEHIND WALL & CURB LINE I X 1 S 89'4834" E 660.89' x X x -J S 5J Silo --------- - SD -- -- - - _/ -- - _____..,._ -. St ?-M.___ -_- ___,_._._..__.._ _..__.._-- - -_ -_- SJ._-- -_ - -_. .-_-__.___- •- -- .______w_._.__.- SD- -- _ - - --- _._- ___...._ -_- __.....__._- °- ..-.- _.- _- _-- ._--- _- --- ___..- ___- _.__ -__ _�_._._.__.__.__- _.____._.._ -_- -- ' 373.15 A MEASURED FROM �='� , - - OG�. x373.3 x APN 260 - 021 -04 EDGE OF GUTTER - Z f END` EXISTING CURB GUTTER \ F G` �OF SEE DETAIL 613 \� NEW 1 -'1/2" WATER SERVICE PRDT EXISTING NEW AC DRIVEWAY 16' MINIMUM x SEE DETAIL 7/3 o I 1 `' ! SEE SHEET 3 ro p �s PROTECT EXISTING PCC CURB TO NEW STRUCTURE RETAINING WALL IN PLACE WIDTH OF AC PAVED SURFACE cvl + FOR REMAINDER p `� & GUTTER IN PLACE STRUCTURAL SECTION PER SOILS �� OF PAVED DRIVE ENGINEER'S RECOMMENDA -` . \ ., 5 3 s 4 37121 tJl �6 topwgv j _ _ x36 .1 ! IN I W 'A i x NEW 4" SCH 40 PVC SD w w w w - w i w pad d+ 366.36 I 1t xpad (TYPICAL) (PRIVATE) S 0.5x } 356.1 - tr x*�� 36s. t I nCCOr x x x x x x x x x x x x x x x fOQ o t W i4 i 0. y top O 'T x 6 x ( i 't r. I' top top i IND�A)ES TOPO CONTOUR ` 1. ` -�- - 1 i PRIOR tO DEMOUTION / I X 6 3s3.30 I �VSTING 1" WATER SERVIG RESTORATION GRADING WORK too ; x +aw x NEW PCC DRIVEWAY II !! ! top \ x 366 7a PER SOILS ENGINEERS Ao3s TO EXISTING RESIDENCE N I �� X366.4 as X PROTECT IN PLACE MAINTAIN 'EXISTING TOP t p RECOMMENDATIONS �G, �� i e x \ _ OF SLOPE BERM PER 1 �' ~� '�` I 354. f 352.5 fn auto 2 /'.! r - - - - - - - - - - - - �,. + 9 P, x DETAIL 2 366.30 i ; /nccor - I 2% Gig 71. X ` 366. �1 # x x cor \ \ ^` estop top x366.22 6 , pod f ! / I \` _ 0+5� 50 NEW CO x AC DRIVEWAY r ''` R` 'z �, �' a ° NEW AC DPI Y! PER x353.80 IE _ __ __ __ _ __ __ _ -_ ,. - ._ ._.._ _. �... �.. ___ __-_ F f - �--- ...._ � � , � \ _ � .\ 4 4 \• \ ,� SOILS ENGINEERV `; 3a 2.63 366.32 RECOMMENDA TIOS° } f x I I \ \ \ x l ' EXISTING RESIDENCE TO I :t ` _ __ �, \.� KT + REMAIN DURING I �, ° I I r� I x CONSTRUCTION OF NEW 11 s�, t \`, \�\ O x366 6� a. N + STRUCTURE Q pad I ( EXISTING 2 1 FILL SL�PE `> ,\ `~ ° 1 , x 366.23 a ° NEW PCC DRi N X i ex i s ti n g sin ie CONSTRUCTED AS PART \ *`� pod ° �s 3 9 9 , a d ° PER SOILS EN AAEER S / tI family residence DEMOLITION / RESTORATION ; \ l '', `•� ' \ti '\ a Q ° a a RECOMMENDAT�S: x 370 -5 C" \ I ff =360.0 GRADING WORK = I _ _ - _ . , . n NW RESIDENCE , i ° x 1515 LAKE DRI ' ., FF 366. \ APN 260 - 222 -20 366.41 ` \ pad \ ° vp 1 0,06+ . , I i \ \ �J6�.16 '• C C I I \� \ ~ }� i \ ��_ �` x366.60 I O p ( I 1 1 I + X6,0 X I 350.9 `� l X n + \ L _- - _ _. �. _ _ r -- - _ _ - _ - I \ `, 1 ' _` ;\ , `\ '�\ .arW GAR R4GE I `° i g _ �. ` IN, 1 `� `'� FF = 366.75 _ ` / ( EXISTING GARAGE TO REMAIN _ 'ti 4. �`\ '�_ ! I cv ,+ DURING CONSTR 361. ± ` �, �'\ �\ x \ �' KI gu V ( ICTION OF - ..:. \ ta. \ y `� pa \ `� ` 1 - i • I 355.0 � _. _. - ._._ `'\ � �. ` `s~ \ =� � '� , `' ' : \ I 11 NEW 36x.5 f r x x.355.,? - x - x - - x ' `1 Ex1STING`. �4 V'P SEVpER` �k3671p6 finc c ° _ ) fn I I \LATERAL - 'TIE iN NEW � I I APN 260 - 021 -05 \ ' i `. i f X . 354.4 1 +15.00 NEW CO SERVICE LAIERALAT 6. I I TERMINA POINT rt rop.be �` \� �\ `� top, 4 354.08 IE i x s ►� ► Q I --X 366,.7E � .� .zs x x � f 1 E existing top t I V garage { °p 5 v )4 to q CJ J I I J6e1.88 aEs S _ _ - -•. _.. _ X t 36 Oe 6.20 -- - - - -_ __ _ - >(� Fl- _ ! ` 7 ✓ tae / 37p.16 y v ..a k . RAIN I - r,� to" % 36'4• 1.6'A' s tokwax,4 I ° �+4 ' j I =FLOWUNE OF PLANTED D I yE1.9t` ` rn 10x_ -- ---- - - - - -- -- -------- - - - - -- 1p t . i f 1 +50.00 k /F GB _ _ _. _, r _� _ __ J SWALE PER DETAIL 1/3 369.? 355.50 TOG f t toe \�40 ` B, X _ - - - - - - - ( ! w - �`! .x` - - - ? i f" 354.25 IE �. !^ R TiN 3• P O7ECT EXIS G vu Ox � NEW UNDERGROUND RETAINING WALL IN PLACE I - O pP _ _ - - _ - - - - - _ •� I / /`� !� y �,, ELECTRIC SERVICE TO i 6S f u N t NEW RESID X I •' ^� '� i ( I a'f PLANS s P�TECT EXISTING ! CAI g i .10 SEE SDG <( ti } : existin ' PA VINGi IN PLACE } / _ ` I g i f J � 1:4 existin endwalf _ - � j `', t 4 ` ' work pad ng I 5 f gf pcc pad X35 - I i EXISTING 4 VCP I I v SEWER LATERAL ( 366.05 If o car 77 =r lss/ f � i f r f Q / f ' NORTH HALF OF TH &/ SE 114,10F THE.,- E 1/4 i / ,/ ��o P �, ►.-� r F' THE . 1/4 �} SECTI OM 23 ,'/ EXIS GREENH6USE ft 41. M 1 5' 0 10' / 20', ` E)P 3=31+ -20 3 ctS e -� T 1'3 S R 4 Yy,j S B BM j " / f' f� sr I Q" " = O SCALE: 1 10' CA L E f!1 / f r DESIGNED BY DRAWN BY CHECKED BY � REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 42 SCALE APPROVALS CI TY OF ENCINITAS ENGINEERING DEPARTMENT DRA WNG NO. C3 DESCRIPTION: CHISELED SQUARE, WEST END NW CURB PLANS PREPARED UND PERWSION OF RECOMMENDED APPROVED �y GRA DING PLAN FOR: RETURN •LAKE DRI BIRMINGHAN oRly 7439 DRIVE, HORIZONTAL: 1 -10 �/`� -� GROWN RESIDENCE 1515 LAKE DRIVE, ENCINITAS LOCALLY ON SEWER MANHOLE COVER LOCATED ON BY. BY. CENTERLINE of LAKE DRIVE, 57' NORTH OF NORTH VERTICAL: N/A OATS: S Z oZ 5 S 0710 � APN 260 - 222 -20 PROPRERTY LINE (SMH COMER ELEV. = 335.36) ENGINEER OF WORK R.C.E. 41022 DATE. /6I a 2 DATE: &U. ELE 300100 DA TVM: M.SL MICHAEL K. PASKO EXP. 3/31/2003 GRADING PLAN SHEET 2 OF 3 �j May 02, 2002 - 11120=42 P:\02-002 Brown \Dwgs \01008GP02.DWG PLOT 0 1 =10 5' WIDE MINIMUM LINE SWALE GROUND COVER / OR TURF LINED BOTTOM GEOFABRIC 30' 20' 10' 0 30' 60' 6" MINIMUM LINING DEPRESSION TIE -IN NEW AC PAVING i r , Ye a u SCALE: 1"=30 TO ,EXISTING PCC APN 260- 222 -18 DRtVEWA Y APRON APN 260 - 222 -19 TRANSITION FROM DETAIL 613 �` `c`+`" °' i ' ter t� �' i o DRI VE SECTION TO DETAIL 713 GRAVEL BAGS !_ ` " �, --`` ! _1,t ,i>r -= 1 BEGIN NEW 6" AC DIKE 4 ,��,ti.t ` ,�_�,�, \��� I I j DRIVE SECTION OVER 15' RUN AND AC DRAIN SWALE I INSTALL GRAVEL BAG CHEVRONS IN DRIVE AREA AT SECTION PER DET 513 PROTECT EXISTING PROTECT EXISTING COMPLETION OF ROUGH GRADING OWNER IS i AC DRIVE PCC CURB & END EXISTING RETAINING WALL RESPONSIBLE TO KEEP GRAVEL BAGS IN PLACE AND DETAIL 1 NOT TO SCALE I I ! END NEW 6" AC DIKE GUTTER IN PLACE RETAINING WALL IN GOOD REPAIR UNTIL DRIVEWAY SURFACE IS { { i AND AC DRAIN SWALE MEASURED FROM IN PLACE INSTALLED AND THERE IS NO DANGER OF EROSION OR NOT THE EXACT NUMBER OF BAGS GRASS —LINED SWALE I SECTION PER DET 513 DRIVE WIDTH 16' MINIMUM WIDTH END EXIS77NG FACE OF 16' MINIMUM WIDTH SILTATION. i I _ CURB do GUTTER MEASURED FROM x I AC DRIVEWAY PER RETAINING WALL AC DRIVEWAY PER { a &1� EDGE OF GUTTER DETAIL 6/3 DETAIL 713 I S 8 9 0 4 8 '34" E 660.89' f I APN 260 - 021 -04 ''� 1 } : W x x x • - NEW AC DRIVEWAY PER Y Oi l - i • i SLS ENGINEER'S t RECOMMENDATIONS BEGIN EXIS77NG CURB & TOP". OF SLOPE BERM TYP •� d f I GUTTER _ ,�, SEE DETAIL 613 NEW AC DRIVEWAY N 16' MINIMUM "` SEE DETAIL 2 THIS'SHEk�T. {: �r • : , ' f 2 ! WIDTH OF LEVEL PAVED SURFACE # 17.5' MINIMUM W101N AC STRUCTURAL SECTION PER SOILS ; t -_ _ice __ _ _� �z x : • • f NEW PCC DRIVEWAY f �_.. -: DRIVEWAY PER DETAIL 513 ENGINEERS RECOMMENDATIONS ,., - I \ �; - PER SOILS ENGINEER S SEE NOTE O BELOW RIGHT CONSTRUCT WHEREVER x, • } + I RECOMMENDATIONS .xl,tlrq dnph I t —I I l_I I I i I I I—I I I I I �I I-1J1 TR ANSITI O N FROM EXI PCC DRIVE _ " ', w ! ,may ,� - - x ,� • 4 • o PAD AREA DRAINS TOWARD H o • • - - -- - _ ! -! N I j APRON TO 16'- IMDE (MINIMUM) AC NEW 1 -1/2" PVC 2 NEW '4 f3VC SD CUT OR FILL SLOPE . • , W - • .•` —I I NOT REQUIRED WHEN PAD i { DRI VEWAY OVER A 25 RUN WA TER SERVICE GRA VEL BAGS 4 ' j SEE SHT ; 2 t x i& 6, I i i SLOPE PER PLAN DRAINS AWAY FROM CUT TEMPORARY SILTATION BASIN = • (2 :1 MAX) OR FILL SLOPE r I X. SANDBAG RING 2 LAYERS HIGH - �`�_ -- _- - �' �-` � -_ � � . •` s, � „ i x I I AND OVERLAPPED - SIMILAR TO 17 p ~ I i - .5 WIDE DETAIL 4 THIS SHEET. Z I I '" APN 260 - 021 -05 f l MINIMUM �t'": y • • ,; - s . - a 16' w W >' X- aK - �(X - X EXISTING 4 DETAIL 2 NOT TO SCALE I W I I ,I DRIVEWAY PVC SEWER TOP OF SLOPE BERM Y � 00 i x . � �� 18"-WIDE AC AC SPILLWAY: 3 AC ' n 'I°'' I ' " " - - i •a•eiiw i n \ / ► j M I NATIVE O 90% R.C. N DEPRESS # %' ' FENCE.' °"° SECTION 2f --0- BASE " F -0114E _ _.___ __._____ _ ___ fF13`�i4LL�� NG A D D WI LT _ - -- N GRA AREA AND ALONG PROPOSED -TOE OFD- SLOPE BEFORE - SARI f s 1 TYPE A AC DIKE 6" A8 / 12" EXISTING DG P N ! LE TO KEEP - HYDROSEED 3" AC ( � j I PER SDRSD G -5 NATIVE O 95% R.C. DRIVEWAY SI LT FENCE I IN PLA� IN GOOD REPAIR UNTIL HYDROSEEDING IS PART OF THE f 2x2 STAKES O 8 { EROSION CONTROL. THE OWNER IS » - I I '1 �_ VEGETATION IS MATURE AND STABILIZED AND RESPONSIBLE FOR HYDROSEEDING OR 3 OC W/ 9 TO 12 — SILT FENCE MATERIAL W r !! THERE IS NO DANGER OF EROSION OR SILTATION. f IMBEDMENT PLANTING THE SLOPES AND I { t SECURED TO STAKE i'. . ' . ,:; .�:x "••:" -- i 'o I -•:' '' `" '.� -' MAINTAINING ALL PLANTS AND ' so i t �=1 % VEGETATION IN PLACE, WELL GRAVEL BAGS: ESTABLISHED AND IN A HEALTHY I o CDITION UNTIL 18• I f Z ': I DETAIL 5 NOT TO SCALE INSTALL GRAVEL BAG CHEVRONS IN SWALE AREAS AT DANGER OF EROSION R OR 1 SILTATI ON. I "' t 1 x COMPLETION OF ROUGH GRADING. OWNER IS i DIRECTION DRI SECTION ^+ NEAR LAKE DRI RESPONSIBLE TO KEEP GRAVEL BAGS IN PLACE AND OG FLOW ( IN GOOD REPAIR UNTIL VEGETATION IS MATURE AND I i I ( EXISTING GREENHOUSE STABILIZED AND THERE IS NO DANGER OF EROSION. + - 0 I ? '` I 16' -WIDE BURY 6" SECTION OF I - DRIVEWAY !B SILT FENCE MATERIAL ( i + = MINIMUM i ^3 ' EXISTING 6" PCC t, C&G W/ 18" -WIDE w » APN 260 -021 -06 3 AC 6 AS 12 i GUTTER / / EXISTING DG y ►� NATIVE O 95% R.C. DRIVEWAY NORTH HALF' OF THE B E 1/4 OF THE BE 1/4 DETAIL 3 NOT TO SCALE 2 • SILT FENCE X ,. : ,...�.r: �w '•:. OF THE Nil 1/4 SECTION 23 � v • Y V EXISTING GREENHOUSE q i T 13 S R 4 W SBBM \ x I DETAIL 6 NOT TO SCALE 1 �, DRIVE SECTION ® EXISTING PCC C&G i a LOWER COURSE I - x x -- S 89°52'04" W 660.43' x u i { � F UPPER COURSE + . 3: EROSION CONTROL GENERAL NOTES: 3 I x 1 APN 260 - 021 -21 GRAVEL BAGS, SILT FENCE, RIP -RAP AND THE LIKE SHOWN ON THIS SHEET ARE � � • p i I DIAGRAMMATIC IN NATURE: E.G. THE NUMBER OF BAGS SHOWN IN GRAPHIC FORM ARE ice ice q REQUIRED. - EXISTING MODULAR NOTE FOR DETAILS 5, 6 & 7: a `'{' `` BLOCK RETAINING THE STRUCTURAL SECTIONS SHOWN HEREON ARE .� �U I f I �;�; t.: w o I 2) INSTALL GRAVEL BAGS AND DIRECT RUNOFF TO INLETS OWNER IS RESPONSIBLE WALL PRELIMINARY AND SHALL BE VERIFIED BY R -VALUE o TO MAINTAIN GRAVEL BAGS IN PLACE AND IN GOOD REPAIR UNTIL VEGETATION IS ,,� TESTING. THE DRIVEWAY STRUCTURAL SECTION SHALL BE MATURE AND STABILIZED AND THERE IS NO DANGER OF EROSION OR SILTATION. �. BASED ON THE PROJECTED TRUCK TRAFFIC. SOILS I OWNER IS RESPONSIBLE FOR PREVENTING SILTATION OF ANY STREETS OR ADJACENT 16' -WIDE ENGINEER SHALL CONTACT OWNER FOR TRUCK TRAFFIC PROPERTIES AND SHALL CLEAN THE STREETS AND ADJACENT PROPERTIES DAILY IF DRIVEWAY HISTORY AND TRUCK TRAFFIC PROJECTIONS. SILTATION RUNOFF OCCURS. MINIMUM { I . A . 3 - 3" AC / 6" AS / 12" �p f E S S / 0 U 1 NATIVE O 95% R.C. EXISTING DG Q 4 ' DRIVEWAY ��0 K• p DETAIL 4 NOT TO SCALE ( 2 �— ,� 'f ,� GRAVEL BAG CHECK DAM - _ \ -° Q . .- .�'• ..7 ,.a r • ~:'.' •K" :�,`''���- No. 41022 = G) d EWRES 3-31 -2003 ;b Cd DETAIL 7 ' '` NOT TO SCALE c1vI b '�tF OF C A` \F �� O DRIVE SECTION N ® EXISTING RETAINING WALL DESIGNED BY DRAWN BY CHECKED BY • REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 42 SCALE APPROVALS CITY OF ENC1NlTAS ENGINEERING DEPARTMENT DRAWING N0. A DESCRIPTION: CHISELED SQUARE WEST END NW CURB PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: RETURN •LAKE R • C DRIVE; BASED HORIZONTAL: 1 " -20' c ` /` BROWN RESIDENCE 1515 LAKE DRIVE, ENCINITAS 7439 -G LOCALLY ON SEWER MANHOLE OLE COVER VER LOCATED ON BY: BY: CENTERUNE OF LAKE DRIVE; 57' NORTH OF NORTH VERTICAL' NIA DATE' Z Dz APN 260- 222 -20 PROPRERTY LWE (SMH COVER ELEV. = 335.36) ENGINEER OF W17 K R.C.E. 41022 DA TE: Sj L / 0 2 DATE: O B.M. ELE 300.100 DATUM: M.SL MICHAEL K. PASKO EXP. 313112003 EROSION CONTROL PLAN SHEET 3 OF 3 May 02, 2002 - 11 {20 {42 P: \02 -002 Brown \Dwgs \01008GPO2.DWG PLOT O 1 =10