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1998-5659 G (Plans) GRADNVG NOTES NOTIFrATXM HYDI#OSEED NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES L.EGMM LEWL DEBOSPIM PORTION OF BLOCK 2 OF COLONY OF OLIVENHAIN, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A E.HYDROSEED. IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO S.D.R.S.D. SAN DIEGO REGIONAL STANDARD DRAWINGS STATE OF CALIFORNIA, ACCORDING TO MAP N0 326 CO NSTRUCTI ON , THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR . . Q CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 1• M'droseeding shall be applied to all slopes that S.D.R.S.D. AP.N. 259 200 - STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: are graded &1 (horizontal ITEM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY to vertical) or steeper Wien they are: N0. SYMBOL SfTEADDRESB WEST SIDE OF MANCHESTER AVENUE BETWEEN TRABERT RANCH REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY a. Three feet or more in height in fill areas. ROA D AND COLONY TERRACE ENCINITAS, CA. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES b. Five feet or more in height in cut areas unless PROJECT BOUNDARY OWNER#WWf TW ROBERT MURPHY 2. THE SOILS REPORT TITLED ' GEO7ZWICA C /NdES'T/G4T/oA/gA/DFOWDAl LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S slope is not subject to erosion die to the 919 OLDHAM COURT RECAMiNdEAA�4TpA15 R , a Th PE P,tOpOSE0 4K/A!PHl',eES/06t/cE M A6 ZXAjFP � RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO erosion resistant character of the material as EXISTING PROPERTY LINES _ _ LEUCADIA, CA 920024 '/4 Afla.5WWW OK/AOw 11F5'7Fe PREPARED BYSWAoLreelA/4 rs/4AI CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR approved by the City Engineer. GreOUP DATED MZY ZD, /998 , SHALL BE CONSIDERED AS A STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 2. Irrigation shall maintain the moisture level of ESTWTEDQLL4NTffM EXISTING CONTOURS _--- - -. PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF the soil at the optimum level for the growth of 3E; ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS WORK: the hyahoseeded growth. I I CUT 450 C.Y. * CONTAINED IN SAID REPORT. 3. Hydroseedirg PROPOSED CUT /FILL LINE mix shall consist of all the 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF FILL 1, 600 C.Y.* A. SEWERS - ESD 633 -2770 following: PROPOSED CONTOURS a. Seed mix .shall consist of no less than., JJU SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422 -4133 - DIG ALERT 1. 20 lbs. per acre of rose clover 333. 47 FG IMPORT 1, 150 C.Y. IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE 2. 20 lbs. Per acre of zaro fescue PROPOSED SPOT ELEVATIONS APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SDWD 633 -2848. 3. 3 lbs. Per acre of E school cia californica PROPOSED GRAVEL BAGS caocaoC3CMXn 3C3 * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES CONJUNCTION WITH IMPROVEMENT PLANS. 4. 4 lbs. Per acre of ahillea millefolia D. TELEPHONE (800) 422 -4133 -DIG ALERT 5. 3 lbs. Per acre of alyssum (carpet of snow) ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE - 6. 112 16. Per are of dimdrpholeca PROPOSED CONCRETE BROW DITCH PER D -75 QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) . GRADING. E. CABLE TV - (800) 422 -4133 - DIG ALERT 7• Items c, d e, and f of this subsection may PROPOSED 2: 1 FILL SLOPE ENIIlAONMENTALNOTEE& S OFFICE 48 hyd be omitted on locations Where the area being 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S is not visible from either a PROPOSED 2: 1 CUT SLOPE 1 . THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 40% TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. public street or residential structures. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. 8. Item a of this subsection mist be inoculated PROPOSED PCC DRIVEWAY (EXCLUDING ANY EXISTING MAN MADE SLOPES) . REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. with a nitrogen fixing bacteria and applied 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 6' AND THE MAXIMUM dry either by drilling or broadcasting PROPOSED DRAINAGE SWALE VERTICAL HEIGHT OF FILL IS 10' . WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO 9. All seed materials shall be tr 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED beftarehydroseeding. BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- arhsponted to PROPOSED FILL BERM ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. the jobsite in unopened containers with the POSED RETAINING WALL OF CUT AREA OF CUT (S.F.) OR A LICENSED LAND SURVEYOR. California Department of Food and PRO 3. A.) AVERAGE DEPTH VOLUME OF CUT (C. F.) 2. 2' PER SDRSD C -4 & C -6 printed on certification tag attached tutor B.) AVERAGE DEPTH = VOLUME OF FILL (C. F.) = 3. 4' 7. A gr i cul t ur e THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL printed on said containers. EXISTING TREE LINE (PROTECT IN PLACE) OF FILL AREA OF FILL (S.F.) SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE $Qf(,$� TE 10. Npn- phyto-toxic wetting agents may be added RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND to the hydnseed slurry at the discretion of LIMITS OF GRADING FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I. STEVEN MnRRI-% A REGISTERED CIVIL ENGINEER IN THE STATE OF the contractor. TRENCH RESURFACING PER CITY DETAIL 1' REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL b. Type 1 mulch applied at the rate of no MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL less than 2,000 lbs. Per are.Type 6 mulch B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY (straw) may be substituted all or part, for MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES 7/� AND ONE COMPLETE hydraulically applied fiber material. When CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY straw is used it mint be anclwed to the 2' 16' 2' NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY slope by mechanically puarhing no less than � PAD 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING p 5 ENGINEER, ALONG WITH UPDATE LETTER DATED N/A FURTHERMORE, I 50f of the straw into the soil. 1 � S< HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE c. Fertilizer consisting of avrxniumn 2 aS EXasfa E FL O A PER PLAN MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE THE CI TE. HO Areas to be hyd'oseeded shall be prepared prior t RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE p sulfate, 16 -20-0, with 15% sulfur PER PLAN RC MAL nAgC KBSENGINEERINti F PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORAT IN THE GRADING PLANS AND SPECIFICATIONS. applied at the rate of 500 lbs. Per acre. TW PER PLAN FG ENGINEER Mqk GRADING CONTRACTOR AND P THE PREGRA MEETING 4. o FG PER PLAN K &S Ms910f1 C enter $1E 1pt� SIGNED SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN : POFESSAp hydroseeding by., RETAINING WALL 2% 0.5' 7801 SECTION B-B-13 ADVANCE BY CALLING (760) 633 -2770. RCE NO.: `17G7Z � NO, I�y� a• as i ofL: face to be planted by any or S�p�yaCa 921pg�6�9�1 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CO 5 a AT TOP OF SLOPES AS INDICATED PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP z 1. Track walking slgpes sterpn^ than &1• �� 1 BY SYMBOL .SLiOWN 'T'LEGEND Z5 No.47fi72 rn 2. Ripping areas that will not break up using ° . DATE: 1/99 _ DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE s Exp. 12 item i above. 2 - - -'NO SCALE o CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER * * b. Conditioning the soils so that it is suitable OFESSJr °. SHALL COMPLY WITH ALL CONDITIONS AND R I THE `3 P PP O,y SECTION A A THIS PROJECT. 2. The addition of soil amendm 7l CsV� �� for planting by q CITY ENGINEER MAY IMPOSE WITH REGARDS T TO THE HAULING QECIARATfWVOFRESPONSiBLECHARpE F pP O A. _ - t; Of CAUE 1. Adjusting the surface soil moisture to � provide a damp but not saturated seed bed, OPERATION. n� A�S��y� NO SCALE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK ents, ph 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE adj leaching on covering saline � PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS soils to provide xp. 03/31/99 able conditins for w ND. 3 31/ M E r ' RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. "THE GRADING UNDER PERMIT NO. growth. PROVIDED STATING: - Y 5659 -G HAS BEEN PERFORMED IN SUBSTANTIAL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS Hyd^oseeded areas shall be maintained to provide a CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT vigarous growth until the project is permanently T CIV1� EDT _ g __ - - THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT landscaped o•, for areas Where hydroseeding is the F pF CALIF - �,,�T -o '�� PR FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER DESIGN. permanent landscaping, until the project is conpleted �' � � LIMIT$ '- UN ARY r,50 )/ ___ WHO CERTIFIES SUCH GRADING OPERATION. and all security released. i m GRAOIPIG_ "gy p .fi r ORA1 Y ' 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED BY: '"� DATE / �uo ? y -� SL OPES �'�' 7337.. SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE WAYNEf PASCD AL - 3 52. -.e.ft H R.C.E. 29577 •r• _ AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS •�{YDROYDRO SEED E . AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL PER H A • SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE % ,' % -- N 1 34� 350 s' E XISTING SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF OWEN CERT*1C4TE.' gs � IiVI T �, GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND p TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR � STA GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE CUT ' 348 _ 1 3d8 2 1 , CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE �,b`,! ;TY ' SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE. I -5 WALL %a r`,' v 21 CUfi �� -6 ARE SUITABLE FOR THEIR INTENDED USE. NORTH Q EA SANTA FE ROAD 1•gIFG r. �_ - " 34 _ 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED �+ C I 345 EXISTING EUCALYPTUS TREES • �, , ,, �S SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING - S IT E I T C � � C il >� F- G . t OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID ROBERT MU P U ROAD TRABERT ti A ~ 342 - -) DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SIGNATURE � F 7 229FG / \ •2.8OF �(PRdTECT IN PLACE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 919 OLDHAM C VT OQ ,� G OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT LEUCADIA, CA 920024 P 33 _ DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN �G� W -. INSTALLED. 5 11 _ z 2 TW WALL gr}220f 345 33 . 1'F` 0 4� 2.IO IL OPERATE PERMIT / 33B. GF EXIST NG DRI`1 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND J� tF D 343,0- (8V FG FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD ` / SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ? IP1 F 3 43. FG q .5 4 25 ND.TGE OF SLOPES TO BE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE RANDY THOMAS AT (619) 792 -2201 SS� / %,� F� FG ' SETBACK DES I AND ALLUVIAL SOILS SHALL E REMOVED TO SUITABLE FIRM 6 � T M� L SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL �. �p r r> y' z, PO app 3 C j TOT IS-WCE� R' A REVISION S 2• ED SOILS SHALL BE SCARIFIED TO EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE f '` 34 337 O •f/ ' : ILL BE NATURAL GROUND. THE EXPOS AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL / Hak TW PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT e 4 F1 _. PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO F3� '" REQ UIRED. -_ �. _ H OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT '� / 'd' a, -!,f r _ 0 F1 .1 \ p CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TREE TRUNK LINE � I � l 5 0 � ACCORDANCE WITH SPECIFICATIONS. TEMPORARY DEVICES WHEN RAIN IS IMMINENT. y ° / 9 OTTW 336 9 G I -5 SOUTH ag / �5 '© 03TW 4=FG 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 3 _O3G R IGHT OF WAY GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. I �, f -' 3 ,• _ '• ATION PER 6 SETBACK L DOC. VICINITY MAP _ SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES r � �9 4 � - pEC SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE -� � r � � _ . "_ -_ _ ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER NO SCALE CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AFTER EACH RUN OFF PRODUCING RAINFALL. a 3 7 ' EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL SUB. BDRY. TW FILL SLOPE OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN UTUF Fj.17:W. LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED -' \ / J. I MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO \ / W aBCE UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 35 3 Q ° C L.._._.. ACCORDANCE WITH THE GRADING ORDINANCE. 10 , �, ! _ '` �I WHICH MAY ARISE. E 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 5' 20' 20' 15' ( PROTECT IN PLACE) SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 2� w?'h;,4 1 �� 328.99FXi v 25 € EDGE THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT - VE NT- NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO PROFILE 2$ P _ END OF CONCRETE H AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. PROP. DWY. HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE -- FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF EXIST. 10' ___EXISTING GROUND -� END OF C- TE DI TCH 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED MATCH EXIST. E.P. NE