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2001-6971 G (Plans) WORK TO BE DONE A. GMAL GRADING Go GRADING SOILS ENGINEER'S CERTIFICATE LEGEND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I, :3 f=e:• e ... A REGISTERED CIVIL ENGINEER IN THE STATE OF STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ITEM STD. DWG. SYMBOL CONSTRUCTION STANDARDS OF THE CITY OF ENCiNITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CONDITIONS PREVALENT WITHIN S WAS MADE BY UNDER MY THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON DIRECTION BETWEEN THE DATES 27 AND O ONE PARCEL BOUNDARY REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS COMPLETE COPY OF THE SOILS RE OR COMPILED FROM TH S S DY, WITH MY AND TESTS WERE MADE BY HiM OR UNDER HIS SUPERVISION AND THAT IN HIS RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. LIMITS OF GRADING d: CUTI LINE ............................... 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE PREPARED BY PACIFIC SOiLS ENGINEERING DATED 1 -18 -91 & UPDATED ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN EXISTING CONTOUR ...................... ............................... 160 LETTER DATED 10 -31 -00 SHALL BE CONSIDERED AS A PART OF THIS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. INCORPORATED IN E GRADI PLANS AND SPECIFICATIONS. GRADING PLAN. ALL GRADiNG SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AN SPECIFICATIONS CONTAINED IN SAID REPORT. QA oF E s ,,o FINISH CONTOUR ...................... ............................... 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO �o �v A. c q 160 PROVIDE POSITIVE DRAINAGE AND PREVENT PONDiNG OF WATER. HE SHALL �Q �� �qti Fy 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SIGNED: DATE: ryo. z31 c z DRAINAGE SWALE (1.5911 MIN) .......... ............................... LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS TO FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL MEASURES TO E " 6 /3 0/03 a FINISH ELEVATIONS ............... ...... s� WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TiME AS .1 * � P * C ........................ FOR THESE SHALL REQUIRED MI CONJUNCTION MATH IMPROVEMENT PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RCE NO.: GE My: Z3/4 EXP. DATE: �O O O ` �TErw'I �Q �-� PLANS. INSTALLED. rFOf cn��F °Pa © BROW DITCH ..................... )........... PACIFIC SOILS ENGINEERING, INC. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 7715 CONVOY COURT PROPOSED P.C.C. PAVEMENT .......... ............................... , 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO SHE- BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL SAN DIEGO, CA. 92111 PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE (858) 560 -1713 SANDBAGS ............................... ............................... DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. JOB No.: 400361C EXISTING PRIOR TO GRADING. LOOSE FiLL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM SILT FENCE ............................. ....................... _......... X X NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE RETAINING WALL ............. CiTY OF S.D. nfo. No. 222......... . ONSI 6. HE DEVELOPER SHALL BE RESPBLE THAT ANY MONUMENT OR BENCH CONTRACTOR'S RESPONSiBIUTY TO PLACE, SPREAD, WATER AND COMPACT THE DECLARATION OF RESPONSIBLE CHARGE 0 0� "� - 3" MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. ..... REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE ��� 1�f;E ���� �� ��f���tt� 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES PROJECT AS DEFINED IN SECTION 6703 OF ThE BUSINESS AND PROFESSIONS DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMiNG OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED CODE, AND THAT THE DESIGN IS CONSISTENT WITh CURRENT STANDARDS. TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS EXCAVATiON OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT SHALL BE ROUNDED IN ACCORDANCE THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS WITH THE GRADING ORDINANCE. DESIGN. QaSo OWNER & PERMITTEE: AND CITY RECOGNIZED HOLIDAYS o t 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL ��� E. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADMG MEETING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE LOGAN ENGINEEi 0 N CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A 132 N. EL CAMI EAL, SUITE N HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: W GERRY & CATHY DUBE TOR, CIVIL ENGINEER, SOILS ENGINEER.GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL ENCINiTAS. CA. 4 C 3 CITY INSPECTOR, AND INSPE TOR THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER (858) 756 -8696 * E* IVM /M * P.O. BOX 230593 CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL dy' CIv« �� (760) AS. CA. 92023 Q � OF cA` , f �` (760) 505 -6143 10. PRIOR TO HAULING DiRT OR CONSTRUCTION MATERIALS TO ANY D. LANDSCAPING SIGNED: DATE: PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL ouGLAS LOGAN SUBMIT TO AND RECEIVE APPROVAL FROM THE CiTY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE MATH SITE LOCATION PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE RCE NO.: 39726 EXP, DATE: 12/31 AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE CITY OF ENCINiTAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND per• HAULING OPERATION. IRRIGATION STANDARDS. APN• 264-091-23 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES 3244 OUVENHAiN FARMS ROAD ANN PRIOR ON LL BE PROVIDED STATING: "T�HE�(� SECURITY. PRI '1°A,,,i IMMED IATELY UPON COMPIE'i°" of ANY SLOPES GRADED O�E CERTIFICATE �1�+AIN, CA 92024 UNDER PERMIT NO. 6971 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE MATH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE F_ EROSION CONTROL 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST LEGAL D ESCRIPTION: DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY OPERATION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GERRY DUBE AT AND ADVISE ON THE COMPACTION AND STABILITY OF THE SiTE. (760) 505 -6143. PARCEL 4 OF P.M. 16593 . RECORDED ON a -22 -91 04 tFtCA710NS / AS FILE NO. 91- 0430957 0 IL N�T Z. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE / N AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY SIGNED: DATE: �0 -- 1 -�� 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO Ckf4} 012 GEWY DUBE STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPiD CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS AVAILABLE RECORDS. M THE BEST OF OUR KNOWLEDGE THERE ARE NO IMMINENT. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER: THE ., CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT THE PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE ENGINEERING INSPECTOR. L SiTE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE Z FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR M ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO o 11 J� 20" GRADED U EXCAVATION. FOR VERIFICATION AND LOCATION OF UTILITIES AND WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH NOTIFICATION OF COMMENCEMENT OF WORK. RUN -OFF PRODUCING RAINFALL I ,Z' 16' P.C.C. PAVEMENT I -Z Z � W 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ROAD PER SOILS ENGINEER'S � ' RECOMMENDATION C Z A. SEWERS - (760) 633 -2780 - CARDIFF SANITATION DISTRICT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED > , B. GAS ift ELECTRIC - (800) 227 -2600 - SDGdtE. GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. Q , �pN 0 FARMS ROAD. W 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 1>h� C. WATER - (760) 753 -6466 - O.M.W.D. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED �v r 0. TELEPHONE - (800) 227 -2600 - PACIFIC BELL WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 2 , Q E CABLE TV - (800) 227 -2600 - DANIELS CABLE. SHALL BE INCORPORATED HEREON. 0 SI TE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE (� PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE.-(760) 633 -2770. FACE of SLOPE AT THE CONCLUSION of EACH WORK DAY DR CROSS SECTION w NIN 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT NO W m INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY � - Z U to BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND FORECAST EXCEEDS FORTY PERCENT (409L). SILT AND OTHER DEBRIS SHALL BCyp R � REMOVAL BE REMOVED AFTER EACH RAINFALL RpgOyTA FE Z W � 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE W • EFFECTIVE COVERAGE OF GRADED SLOPES (9OX COVERAGE) PRIOR TO Z Z , NOVEMBER 15 THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND Cq EHViROMENTAL DATA c��vAn�oNTROI HANDBOOK OF THE STATE of CALIFORNIA DEPARTMENT of VICINITY MAP J � 00 • Civil Engineering ' 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 45X T.B. PG. 1148 -05 - Land * NO SCALE • Structuural Wing Z 2) MAXIMUM VERTICAL DEPTH OF CUT = 4.5' ARTHW RK Surveying Q 3) MAXi" VERTICAL DEPTH OF FILL = 6.0' . , , CUT = 1050 f C.Y. FILL = 120 t C.Y. EXPORT = 930 + C.Y. O LIVENHM AL WA•M DOWC AS FM (A� ff �AT�ON R 132 N El Camino Real, Suite N •Encinitas CA 92024 {) 4) AVERAGE DEPTH OF CUT = 1050 X 27 + IZ250 = 2.3' Phone 858 - 756 - 8696 Fox 858 - 756 - 8698 0 fr E4R7H#VFK 0UANT/77ES ARE CALC1XATFD GM/ A nWOREI7CAL BAMS AND W 0 Z 5) AVERAGE DEPTH OF FRL = 120 X 27 +'1,800 1.8' ARE U7XJ2W FoR PERMIT AND ENVIR06NMENTAL PURPOSES GAL Y. AC7UAL Lj 0 OUAN7777ES MAY VARY DUE 70 iNFORESFEN LOSSE SNRINKAX ANDIOR Z W L� J SNEZLING FAC70RS ,1 - I.H31 0elo I FILE NAME: Dube -GT. z w Z APP D DATE P OVER BY DATE APPROVED BY DATE PLOT DATE: 05 -31 -01 z 0 0 REVISIONS APPROVED DATE REFERENCES DATE MARK SCALE OOMMIJI`1TY DEVELOPMENT' AR IOVALS - CITY OF EN ' NITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. W Q 0- �' A� '"u i w 01 OC -0073 C HiS. SQ. TOP OF HEADWALL W/ P PREPARED UNDER SUPERVISION OF RECOMMENDED APP5ZOVE GRADING & EROSION CONTROL PLAN FOR v 4 Coh STEEL FN PST - SW COR. TNT. OF EL CAMiNO� N A 'I - 0 � �J 6 l DEL NORTE AND RANCHO SANTA FE ROAD. 23 HORIZONTAL / DATE: BY: BY 6971-G WEST OF RANCHO SANTA FE AND W SOUTH N/A !o t e► R.C.E. NO. -- DAM: DATE: THE DUBE R E S I D E N C E OF EL cAM�O DEL �� GENTERtINES. vERTiCAL E WEER 12_31_01 3244 OLIVENHAIN FARMS ROAD EL =119.476 DATUM: U.S.C. & G.S. APPRO D BY DTI: SHEET 1 OF 2 DOUGLAS E. LOGAN• .,.. A HYDROSEED NOTES 1. JUTE MATTING, HYDROSEEDING, OR APPROVED EQUIVALENT TO BE INSTALLED 1. HYDROSEEDiNG SHALL BE APPLIED TO ALL SLOPES THAT ON ALL EXPOSED SLOPES EASEMENT NOTES LEGEND PROPOSED IMPRO AM OtAM 61 (fi(MZONTAL TO WMT'ICAL) OR e - - - SLOPES- - - - - - - DIKED - - L E G E N _ WIiA-t THEY ARE: ?+ TdI OF ALL SLOPES TO BE DIKED OR - TRENCHED TO PREVENT WATER FROM A EXISTING EASEMENT FOR SEWER PUPOS€S GRANTED TO THE CITY OF €SCONDIDO PER DOC. 140. 73- 042001 R€Q FEBRUARY 16, 1973. FF FINISH FLOOR ELEVATION A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS FLOWING OVER THE CREST OF SLOPES. ASPHALT DRIVEWAY B EXISTING EASEMENT FOR PUBLIC UTILITIES GRANTED TO PACIFIC TELEPHONE & TELEGRAPH COMPANY PER DOC. NO. 77- 006482 REC. JANUARY 7, 1977. TW FINISH GRADE O TOP OF WALL B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS 3 BAGS HIGH (MAX.) O2 GRADED PAD C EXISTING EASEMENT FOR RECREATIONAL TRAIL PUPOSES GRANTED TO THE CITY OF ESCONM PER DOC. NO. 594745 REC. NOVEMBER 1, 1989. 3 DIRT GRAVEL DRIVEWAY BW FINISH ELEVATION O BOTTOM OF WALL SLOPE IS NOT SUBJECT TO EROSION DUE TO THE DIRT/ GRAVEL AN EASEMENT FOR CONSTRUCTION do IMPRO OF TRAIL PER DOC. NO. 89 707443 REC. DECEMBER 29, 1989 O . EROSION RESISTANT CHARACTER OF THE MATERIAL AS 4: RECREATIONAL TRAIL E PROPOSED PRIVATE OPEN SPACE PER PARCEL MAP NO. 16593. 2 k SPOT ELEVATION (FINISH GRADE) APPROVED BY 7W CITY ENONEER. EARTHEN BROW DITCH F EASEMENT FOR RECREATION TRAIL PURPOSED DEDICATED PER PARCEL MAP NO. 16593. OPTIMUM LEVEL FOR THE GROWTH OF THE G PROPOSED 40' WIDE PRIVATE ROAD AND DRAINAGE EASEMENT PER PARCEL - MAP N0. 16593. SOiL AT THE OPTi - DIRECTION OF DRAINAGE 2 IRRIGATION MAINTAIN THE MOISTURE LEVEL OF THE 18 © TOE OF CUT SLOPE H EASEMENT FOR RECREATION TRAIL PURPOSES PER DOCUMENT NO. 89- 594745 RECORDED 11 -11 -89 - - DRAINAGE SWALE (1.5R MIN) HYDROSEEDED GROWTH. Q FLOWLINE AT EARTHEN BERM I 20' WADE SEWER EASEMENT GRANTED TO THE CiTY OF ESCONDIDO PER DOC. NO. 164955 REC. 6- 27 -72. © FLOWLINE OF DRIVEWAY J PROPOSED 10' WIDE PRIVATE SEWER EASEMENT PER PARCEL MAP NO. 16593 -180- FINISH CONTOUR 3. HYDROSIM0 Mix SHALL CONSIST OF ALL THE FOILOWNG! NOTE' LOWER BAG ROW TO BE K SDO&E EASEMENT PER DOC. REC. 12 -19 -52 IN BOOK 4693 PAGE 3. --�-I� UNITS OF GRADING AND CUTMLL LINE BURIED 6" UNDER GRADE. 9O CONCRETE DRIVEWAY F 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a 20 Ib& PER ACRE OF ROSE CLOVER NO SCALE 10 6" CONCRETE CURB DRIVEWAY PAVEMENT - PER SOILS b. 20 Ib& PER ACRE OF ZORRO FESCUE. 11 VINYL RAIL FENCE ENGINEER. a 3 Ib& PER ACRE OF E SCHOOL CIA CAUFORNICA. SANDBAG DET AIL O2 UTILITY POLE GUY WIRE �. d 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA. a 3 lbs. PE ACRE OF ALYSSUM (CARPET OF SNOW). UTILITY POLE FOR OVERHEAD LINES \ Jj�� MASONRY RETAINING WALL f. 1/2 6. PER ACRE OF DiMORPHOLECA. O4 RECREATIONAL TRAIL MARKER POST \ e- O ITEMS D• PSi AIR PLACED CONCRETE 15 SEWERLINE MARKER POST '� RTH WVV - & ¢ E. AND F OF THIS SUBSECTION MAY 8E OMITTED • U %.0 11 ON LACA110NS WHERE THE AREA BEING HYDROSI�DED IS NOT SP WALL WITH 13 LONG #4 O VISIBLE R EITHER A PUBLIC STREET OR RESIDENTIAL BARS VERTICALLY & SPACED �� © OVERHEAD UTILITY LINES \\ E �r; BUILD ING STEM /RETAINING WALL STRUCTURES, HIS h. ITEM A OF T SUBSECTION MUST BE INOCULATED WITH O 12 ox. ED BARS INTO DITCH 4 . � 6 .. 0 SEWER MANHOLE/CONCRETE VAULT 3 HIGH \ J,,�I - P�i g A b � � ` I `'f'l �� � L I �� W AY A NITROGEN FDANG BACTERIAL AND APPLIED DRY EITHER BY I t 8 UTILITY RiSER JUNCTION BOX \ \ D DRILLING OR BROADCASTING BEFORE HYDROSEEDiNG. n / � ' I �� I �� �� O� 'f1�C . �� � L ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE V� 19 OPEN DITCH FOR WATERLINE REPAIR T� �r .ro ED S� `'�".� D r 1 l7 � ♦R �_ - Q _ 3 y JOB 9TE IN UNOPEN CONT'AMVERS WITH THE CALIFORNIA 4 s � • tF�`?�s DEPARfiilfi FOOD AND AGIOULiiJRE C�fi11�CAfilON fiAG CALIFORNIA - - ROCK OUTCROP ,- - _ - - .!'� I C tr I UIl'I'- _ ATTACHED TO. OR PRINTED ON SAID CONTAINERS. 2 011.8 OT ELEVATION �~ --_ a ° � �. .�+ w Nt �� LEGEND 1�V0 R TO E E DONE NON- PHYTO -M)OC WETTING AGENTS MAY BE ADDED TO THE - y T �•� - - -- PROPERTY LINE I - ~4 `� 'j' � *. �• � � 'f'CE'4 fiti 1 INSTALL P.C.C. DRIVEWAY PER SOILS HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2X 2A .� EX r \ �J. EX�a �� E 2 TYPE t MULCH APPLIED AT THE RATE OF NO LESS THAN 2.000 N_ 170 10' CONTOUR LINE LABELED � \ V ENGINEER'S RECOMMENDATIONS. Ib& PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, - -- - 2 CONTOUR LINE IT V \ ' -� 230 ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL 6" THICKENED EDGE TO p� O CONSTRUCT SITE RETAINING WALL PER WHEN STRAW IS USED IT MUST BE ANCHORED TO THE STRAW (BOTH SIDES) I CITY OF SAN DIEGO IN FO. BULLETIN No. 222 W INTO THE SOiL 3 .. • . '• � \ � �_ 3 3. FERTiLIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 2500 PSI AIR " .. / \ ►� 16 -20-0. WITH 15X SULPHUR APPLIED ATE THE RATE OF CONCRETE WITH 1/2" x 4 THi 2500 PSI AIR PLACED / h <20 ��L 5G RS P C -3 300 Ibs. PER ACRE. 1-1/2" 17 G STUCCO END SECTIO UT OFF WALL O b ry O e�• 2 O , O B11L.DiNG STEM/RETAINiNG WALL PER AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO NETTING E BUILDING PLANS. ry C C. CURB, HYDROSEEDING BY: '- -- \ O CONSTRUCT P 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A S ASH WALL DETAIL 1 E-- p IF NECESSARY per. f G R•St> COMBINATION OF: T TO SCALE '� j 5 O CONSTRUCT DRAiNA DITCH PER DETAIL THIS SHEET. (� .O�o T_ . a TRACK WALKING SLOPES STEEPER THAN 6:1. - ° b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A' ABOVE 30" MIN. �C 70 EXTEND BROW DITCH TO EXIST RIP -RAP. 2 CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR r PLANTING BY: 10.2 cm ROCK-­LINED OPTION M O 203.0' ` O O iI V (4 In) OVER GEOTEXTILE GRASS or TURF LINED ''�T •�/ ' � aL ADJUSTING THE SURFACE SOLI MOISTURE TO PROVIDE A LIN NG OPTION OVER LANDLOK ,r• C� AYUTE ti �;, 90 TIE DRAINAGE DITCH INTO P.C.C. PAVEMENT DAMP BUT NOT SATURATED SEED B ED. _ _ TURF REINFORCEMENT - '� ^ \LINE Q 4 qR 7 w/ SMOOTH TRANSITION. -11 b. T ADDITION OF SOIL AME NT% F" I c I N I i I- i I=1 I I • F, aq GF 1 �qRq LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE A NCHOR ' • �. \ I QE ?�3 CONDITIONS FOR GROWTH. �ov Z 5 _�i_- RCS PAD_204 •0 tit • s •F ago .2 - ! o COA511ru" RUE. 15 rmo P tT�N I-- I I), _ 205.0 2.5 0 RIP- RAP PER 1_ \�� - - I_I F 1 'P- - j 5. ROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS I I- I I ( I 04 - I (- I I- I - 0 F.F. - I EXISTING GROWTH UNTO THE PROJECT IS PERMANENTLY LANDSCAPED OR. FOR I I I - I -� / ,`�� • ' ? DRAWING No. 0724 -G AREAS WHERE HYDROSEEDiNG IS THE PERMANENT LANDSCAPING, UNTIL II - III - I 1 I I I II _1 _ _ � 1sT THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. - I - - 7 • , '� C4 ' �- I I- I I �n _� I I I- I I I- I I- I I- I I . c � � •,�• : `° ; n°• rN � � NOTES '- I I I I I __ � � 0 � \ ~�� 5 � � d � • ' . - - I I I I i �1iI I / o ,� �'` d ��-� • 200 w TOPOGRAPHIC FIELD SURVEY PERFORMED NOVEMBER 8, 2000. �? ti �• �g'. U TYPICAL DRAINAGE DITCH DETAIL COW" INTERVAL EQUALS 2.0 FEET. HIGHLIGHTED AT 10' INTERVAL THiS MAP IS NOT A BOUNDARY SURVEY OF THE PROPERTY. BEARINGS, NO SCALE .. • • -"� • • �:+ F_- DISTANCES AND CURVE DATA OF THE PROPERTY BOUNDARY LINES AND NOTES: , Z EASEMENTS ARE PER PARCEL MAP NO. 16593 OR CALCULATED THERE FROM AND PROTRACTED FROM FOUND MONUMENTS. 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL / o ° O • • 190 Z BENCHMARK FOR THIS SURVEY iS THE NORTH RIM OF SEWER MANHOLE 2. FOR ROCK -LINED OPTION. INSTALL GEOTEX WOVEN ? W ON BROOKSIDE LANE STY OF LOT 10 MAP 12338. ELEVATION = 115.61'. MONOFiLAMENT GEOTEXTILE (No. 117F or EQUAL) �� ( GS I 3. FOR (MASS or TURF OPTION, INSTALL LANDLOK • • F /� % Z 0 71 TRM 450 TURF REINFORCEMENT MAT. E ` W o � �� 1 I 'so 5 0 / � / � e �Sr� 6fRr4Vt2 C,N c 'D RS / vptA4 La pG is �. hOR .OS bl Co o _ _ 8 o 8 C.C. PA - Z 130 W 2 4D - - - -- - 20. 3 B ' G N• • 1 20'. 3 g MAX., 1 \ I W Q 01 40. Ile - _. F Z U .0 _ f , z J I t 6 O 13 �� 14 1 �� `� DSO 7,6 1'30 "W .05' F F / O W W tD - -- 16 F --- -- - - --- - fn _ _ -� _ _ 11 - - - --r - - -- 12 D B H 4 SO1'30'57 163.59' in - B H- -- 4 - - - -_ - _ -- - ----- ---- - - ---- -- ----- -- - - -- - - -- - -_�6 H _�� - - - - -- -- - - - -__ . -� _w_ - -� -- ------------ - - ---� C'� N 9 N I ® O I t 1 _ - - __ - -- - - ---- - - -- M K 1 16 r" 8' o C 122 1 FESS /p E. ��� • Civil Engineering Q is y f : Land Planning Z A � •, Structural , o X30 ` o� , GRAPHIC SCALE * �+/e1 • Surveying 0 20 0 10 20 40 60 �� c►vt� �� 132 N. 0 Camino Red, • • Z ,MAP ���� OF cAt`E Suite N •Encinitas, CA 92024 Li.! (!) Phone 858- 756 -8696 Fax 858- 756 -8698 Ld W W (IN FEET) 1 INCH - 20 FEET FILE NAME: Dube- GP1.dwg Z Z PLOT DATE: 05 -31 -01 (' Q 0 Z 0 = ffy REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE 00LAA MTY DEVELOPMENT o. AR CiTY OF ENCINITAS ENGINEE SERVICES DEPARTMENT DRAWING N0. Q Q 01 OC -0073 CHIS. SO. TOP OF HEADWALL PLA PREP RED UNDER SUPERVISION OF RECOMMENDE AP OVE GRADING & EROSION CONTROL PLAN FOR W/ STEEL FN PST - SW COR. INT. OF ° EL CAMINO DEL NORM AND RANCHO SANTA HORizONTAL 1 " =20• DATE: - "� I 6971 FE ROAD• 23 WEST OF RANCHO SANTA R.C.E. No. 39726 L , THE D U B E RESIDENCE FE AND 60' SOUTH OF EL CAMiNO DEL N/A INEER DATE: OLIVENHAIN FARMS ROAD NORTE CENTERLINES. APPROVED BY DATE EXP• 12 -31 -01 SHEET Z OF Z EL- 119.476 DATUM: U.S.C. do G.S. DOUGLAS E. LOGAN