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2006-245 G (Plans) 9 T t MC. ' _. A, WTI Concrete Washout 1. Ail: BkIAIL 8E DONE IN AC QE , . , PLANS. THE I. ALL GRADING HALL BE INSPECTED A 8Y A QUALIFIED 1, hoozgE"�`GAI A REGISTERED ENGINEER IN 911E STATE OF ST G ICATION FOR PUBLIC V WORKS GXII �� TME DESIGN E1NIXk1 ? bR UNDER HIS DtRECTM HE SHALL �T AND TAT THE CALIFORNIA, P INOIPIALLY DOING BUSINESS IN FIELD GOF APPLI€D � M Q' Contractor snail establish and use an adequately ized concrete washout area to . .;, Y CONSTFRU�TIN STANDARDS OF THE CITY OF ENCINJI7AS AND 111E SAN DIEGO EXCAVATION PLACEMENT AND CfiNPACT{ON OF 9" AND BACaCFI4LS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL contain washout wastes on site. It is illegal to wash concrete, slurry. mortar, AREA REGIONAL STANDARD DRAWING. ANY CF#ANGES 09 REVISIONS COMPACTION OF TRENCHES. HE SI'IALi. SUBMIT SOILS REPORTS AS REUNIFIED CONDITIONS PREVALENT WITHIN THiS SITE ViFAS MADE BY ME OR UNDER MY stucco plaster and the like Into the stormwater conveyance system or an MALL BE AP BY THE oNTY E IN€i t I TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MAM14AL UPOON DRECT40N BETWEEN THE DATES AND l ONE ' P Ys Y � €_ZZ , .,� PARCEL BOUNDARY ......................................... - -receiving ater. Contractor shall post a sign designating the washout location. REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THI STUDY, WITH MY g P 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. 2 ll.THE SOILS REPORT TITLED UPDATE LETTER OPINION, A EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN FURTHERMORE, i HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE LIMITS OF GRADING / DAYLITE LINE. .................... . Construction Site Access 2- LOT 12 OF WILDFLOWER ESTATES DATED 07-06-06 ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HA EXISTING CONTOUR . ........................................ . 315 * A stabilized construction site access shall be provided for vehicles egress and (JOB No. TE-1052) BY TERRA TECHNOLOGY ENGINEER, INC., SHALL AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED US£, INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. N;�COFE, k ., ingress to prevent tracking dirt off site. This dull include using material such as BE CONSIDERED O IN AAS A PART OF THIS GRADING. ALL GRADING SHAM R. 4�� PROPOSED CONTOUR . .............. 311 9r P 9 g BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO ��,�` Ric cr ...................... gravel and/or corrugated steel panels/plates. SPECIFICATIONS CONTAINED IN SAID REPORT. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL p GRAVEL BAGS. .. . . ... . .. . .. . .. . . . CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SIGNED: �0.� A� � DATE: .J 4/ Z Z 019393 � m Construction Vehicles TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO Exp, 9130107 a�AS GRASS - LIE BMP DITCH 3. APPROVAL OF THIS -PLAN DOES NOT CONS71TUlE APPROVAL OF SIZES, PREVENT NT�DRAiNAG�E OF AND EROSION CONTROL MEASURES EBEEIN c13 AS LINED ......................... A specific area away from gutters and stormdrain shall be designated for LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS RCE NO.. f 93 EXP. DATE- construction vehicles parking, vehicle refueling, and routine equipment maintenance. WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS INSTALLED. OFCAUF®¢ PROPOSED PAVEMENT (See Min. Sections, Sheet 2) All major repairs shalt be made riff-site. FOR THESE SHALL BE REQUIRED IN CONJUNCIM WITH IMPR T 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL TERRA TECHNOLOGY ENGINEERING, INC. PLANS. P.O. BOX 301061 Erosion Control SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL ESCONDIDO, CA 92030 STABILIZED CONSTRUCTION ENTRANCE . ................. . • 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SrIE GRADING. 1�€i fABLf MATTER AND OBJECTIONABLE MATERIAL 5}IALi BE REM{?VEi3 BY THE 76-740-;0826 CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. JOB No. TE-1052 * Erosion control must be provided for all erosive surfaces. Sloped surfaces 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM RETAINING WALL ....(CITY OF S.P. INFO. No. 222). ..,. . especially shall be protected against PROTECT ADJACMT PROPERTIES DURING GRADING OPERATIONS. ANYTHING NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARRED TO A DEPTH OF erosion by installing erosion resistant surfaces such as DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE erosion control mats, adequate ground cover vegetation, EXISTING PRIOR TO GRADING. CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE and banded fiber matrix. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.THE DEVELOPER SHAH BE RESPONSIBLE THAT ANY MONUMENT OR BENCH STATEMENT OF ENGINEER OF WORK* No excavation and grading activities are allowed during MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE BY.A REGISTERED CIVIL EN DI 1 A LICENSED LAND -PRODUCE P CE SMOOTH SURFACES AND V NIFORM GROSS SECTIONS. THE SLOOPES wet weather. - THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY , * Diversion dikes shall be constructed to channel runoff around the construction DEVICES, INCLUDING SHORING, AND SHALL BE REW01SIBL€ FOR CONFORMING CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR AGREE PRACTICES OF HE ENGINEERS TRADE E IPROFESSION.H THE ENGINEER FURTHER site. Contractor shall protect channels against erosion using permanent and TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH temporary erosion control measures. AND REGULATIONS. SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE SHALL BE ROUNDED IN ACCORDANCE WITH THE -GRADING ORDINANCE. ENGINEER AGREES THAT ANY PLAN CHECK or REVIEW PERFORMED BY THE * Remove existing vegetation only when absolutely & GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS necessary. Large projects shall be conducted in phases to avoid unnecessary A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF removal of the natural round cover. THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE ENCINITAS OF THE TECHNICAL SUFIIGIENCY or ADEQUACY OF THE PLANS or g AND CITY RECOGNIZED HOLIDAYS CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO Do not remove trees or shrubs unnecessarily, they help decrease erosion. NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, S. NO GRADING OPERATIONS MALL COMMENCE UNTIL A PREGRADING MEETING OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER ACTS, AND EMPLOYEES FROM PROPERTY -DAMAGE or BODILY INJURY ARISING • • * Temporary vegetation must be planted on slopes or where construction is not HAS BEEN HELD ON-SITE WITH THE FOLLOWING PEOPLE PRESENT. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL SOLELY FROM THE NEGLIGENT ACTS, ERRORS, or OMISSIONS OF THE ENGINEER OWNER & PE iTT E• �T ATi N• immediately planned for erosion control purposes. Erosion shall be prevented by CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGiNF_ER,GRADING CONTRACTOR AND HIS/HER AGENTS or EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE planting fast-growing annual and perennial grasses to shield and bind the soil. AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF SUCH A Y AND EMPLOYMENT AND ARISING OUT OF THE WORK RICHARD & LYNN KILLION 264-091 -35 CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. D• LANDSCAPING PERFORMED 8 E ENGI EER. 1380 POINTSETTiA AVENUE * Plant permanent vegetation as soon as possible, once excavation and grading \ASIA, CA 92083 3351 LILAC SUMMIT activities are complete. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH 858-756-0999 PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE * Water usage for dust control shall be minimized. SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND SIGNED: DATE: ` LEGAL DESCRIPTION. PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS IRRIGATION STANDARDS. DOUGLA E. OGAN AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 2 FINISH GRADING AND PLANTING SMALL BE ACCOMPLISHED ON ALL SLOPES �csfEssI LOT No.12, CITY OF ENCINITAS On-site Construction Material Storage HAULING OPERATION, PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED RCE NO.: 39726 wog g *rc TRACT No. $8-183, MAP No. 12882 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BETWEEN OCTOBER 1 AND APRIL 15. * Stored materials shall be contained in a secure place to prevent seepage and LOGAN ENGINEERING h rr BUT PRIOR TO FiNAL t>#RAfliNG APPROVAL AND/OR FINAL RELEASE OF SECURITY, 132 N. EL CAMiNO RE , SUITE spillage. Contractor shall store these products where they will stay dry out of the AN AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: *THE GRADING AL N m c 39726 rain. Contractor shall provide secondary containment for all fuel stored on-site. UNDER PERMIT N0. 9�$5�G HAS BEEN PERFORMED IN SUBSTANTIAL E' ERdSON CONTROL ENCINITA S, CA. 92024 Eq i�/07 (760) 510-3152 CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS MOWN ON TIT£ ar civt� * Eliminate or reduce pollution of stormwater from stockpiles kept on-site. ATTACHED AS-GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE 1. IN CASE EMERGENCY WORK u No.)1RFD. CONTACT DICK KIWON AT ENG. JOB No. Killion qPF i Stockpiles may include soil, paring materials, asphalt concrete, aggregate base, DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING (858) 756-0919. (24 hour No.) Q �= 11 � V� � cw�+ LO etc. Stockpiles shall be located away from concentrated stormwater bows and OPERATION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE stormdrain inlets. Stockpiles shall be covered or protected with soil stabilization measures and provided with a temporary sediment barrier around the erimeter at AVAILABLE AT All TIMES DURING THE RAINY SEASON. ALL NECESSARY f / Pr P y P 13. NO•t FICATiONS MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO lam- all times. FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAiN IS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND EMINENT. j�d U G irA S .,ir. (�G -J 7 N Training STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF �� 3�qq vW F�kP M-4 to t Y r' 0 N AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT THE cn o) APPROVAL OF THE ENGINEERING INSPECTOR. ' * Contractors employees who perform construction. in the City of Encinitas dull EXISTING UTILITIES EXCEPT AS SHCOttAi1 OlN THESE PLANS, HOWEVER 7kIE OWNER'S CERTICAT be trained to be familiar with the City of Encinitas stormwater pollution control CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO n F( 7 A pptdCH l ` requirements. These BMP notes shall be available to everyone working on site. The PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 4• THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. U SITE. IT !S THE CONTRACTORS RESPONSIBILITY TO CONTACT THE WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH property owners) and the prime contractor must inform subcontractors about RUN-OFF PRODUCING RAINFALL Gn FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY IT IS FURTHER AGREED THAT THE OWNER DEVELOPER SHALL HAVE A a stormwater requirements and their own responsibilities. EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND ( ) +� N DR. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS or ADDITIONS ¢ - NOTIFICATION ()F COMMENCEMENT OF WORK. TO THESE PLANS VIQGII THE CITY ENGINEER DETERMINED ARE NECESSARY FOR $ Z Waste Management MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED c�� r�l; • Z AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS, u�3 GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES VIi1CFt MAY ARISE � !°' ® Z * Contractor shall be responsible for property disposing of all waste and unused A. SEWER - (800) 227-2660 - CARDIFF SANITATION DISTRICT I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER or GEOLOGIST HAS BEEN O Z ti.l construction materials. Dumping of unused or waste products on the ground, 6. THE CONTRACTOR SHALL BE RESPONSiBIE AND SHALL TAKE NECESSARY or WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE where water can carry them into the conveyance system is strictly prohibited. B. GAS & ELECTRIC - (800) 227-2600 - SDG&E. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED LEI Z WATERS CREATE A HAZARDOUS CONDITION OF THE COMPACTION STABILITY OF THE SITE. 7r * C. WATER - 800 227-2600 - O.M.W.D, S' TE w No seepage from dumpsters shall be discharged into ( ) 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLOW ® F- storrwater. Berens/dikes shall lore placed around .dumpsters D. TELEPHONE - (800) 227-2600 - PACIFIC BELL SHALL BE INCORPORATED HEREON. 171 U) to divert the natural storm runoff. Dumpsters shall be checked frequently for SIGN DATE. leaks. Dumpster lids shall remain dosed at all times. Dumpsters without lids dull E. CABLE TV - (800) 227-2600 - DANIELS CABLE. & GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE L RICHARD KILUON J be placed within structures with impervious roofing or covered with torps in order FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. VICINITY A P to avoid rain contact with any trash material 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT SIGNED: DATE: ` Z4 NO SCALE * Many construction materials, including solvents, water-based paints, vehicle PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE.(760) 633-2770. THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAiN PROBABILITY LYNN KILLION T.B. PAGE 1148-05 Z p fluids, broken asphalt and concrete, wood, and cleared vegetation can be recycled. FORECAST EXCEEDS FORTY PERCENT (40�. SILT AND OTHER DEBRIS SHALL iE Z - materials must be taken to an appropriate tond#ill- or disposed Of INSPECTION.ON PHONE (760) 633-2770. ALL WORK PER ORM p CALLS 6E REMOVED AFTER EACH RAINFALL Z U as hazardous waste. For information on disposal of hazardous material, coil the BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND Hazardous Waste Hotline toll free at (800) 714-1195. For information on landfills REMOVAL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE * C9 J EFFECTIVE COVERAGE OF GRADED SLOPES (W% COVERAGE) PRIOR TO ���T�#���!! UJ tsl and to order dumpsters call EDCO at (760) 436-4151. NOVEMBER 15th THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW - Civil Engineering * INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND CUT = 350 t C.Y. FILL = 350 t C.Y. EXPORT = 0 C.Y. • Land Planning Z Z Pollutants shall be kept off surfaces Place trash sans and recycling SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF REMEDIAL GRADING = 500 t C.Y. ' structural © M receptacles around the site. N1VIROMENT L DATA © CONSERVATION. * Surveying Portable toilets must be in good working order and decked frequently for leaks. MP {�'jU 5 'I`EAR A OLMN77 ARE CALOAA TED OV A 7HEORETIWAL BBASS AND • J � Contractor shall provide secondary containment and locate portable toilets away 1) STEEPEST EXISTING NATURAL SLOPE ON-SITE = 2� ARE U71UZED FAR PERMIT AND DVWRD/VMENTAL PURPOSES ONLY. ACTUAL r, QUAA17777ES MAY VARY DUE 70 UNFARESEEV LASSES, SHRNKA� AND/GDR 132 N. El Camino Suite N • Encinitas, 31 9024 W from stormdrain inlets on pervious surfaces. 2) MAXIMUM VERTICAL DEPTH OF CUT - 2.O' Si4EVJM FAA7VRS Q �kr���,D hone 760-510-3152 ax 760-510-3153 * All construction debris shall be kept away from the street, gutter, and 3) MAXIMUM VERTICAL DEPTH OF FILL = 1.0' P � PL WAiR :iiT Z stormdraln. Contractor must routney check JC WOWS � and clean up material that may have traveled away from construction site 4) AVERAGE DEPTH OF CUT = 1.0' Stormwater Pollution Control BMP Notes Relative to Construction Activities 5) AVERAGE DEPT14 OF FILL = 0.5' r2s D - ww BY DATE 8'i' DATE 6 14 /L 4�i i FILE NAME- Kdli€nf+htl.dwg �-` R04 AL 6a�ru (SIGNATURE EXPIRES 2 YEARS AFTER DATE) APPRO D BY DAVE_ APPROVED BY DATE / PLOT DATE: 01-19-07 Q BY REVISIONS DATE- RE C E DAAiE PL A & BUI 7PS, PR7 R.T.3 &L APP AS ENGINEERING SERVICES DEPARTMENT DRAWING NO. � <C (?' RIM OF SEWER MH LOCATED N/O THE ED UNDER SUPERVISION OF RECOMMENDS f1Frw APPp E GRADING & DRAINAGE PLAN FOR:OF LILAC SUMMIT, N/0 THE SUBJECT y / -b LOT AS SHOWN ON DWG. No. 0594-R HORIZONTAL N/A DATE: �� � BY: BY: _L _ �,/. . 4i & CS144. (SHEET 11 of 26) R CE NO. 39726 ?:LV a'7 DATE: Z 13 7 H E K IL L I E S I �E/. 2 VERTICAL N/A 2'F �7 ENGINEER __ DATE: -r- ELEV.=310.11' DATUM: M.S.L APPROVED BY ATE DOUGLAS E. LOGAN EXP. 12-31-07 3351 LILAC SUMMIT, WILDFLOWER ESTATES SHEET 1 OF 3. w H. 1 9 Roof 1 i - pPROPERTY BOUNDARY FOR BMW WATER P .4�MON QONT1l PURPOSES. LOT NO. ; ALL RUNOFF FROM ALL N, O S SHALL DISCHARGE � CEi�tIERLINE - ONTO GRASS AND LAiNII CARE ACAS PRIOR TO ., - - _ -- �G'{12IN AND t� Al tT 'i S'I�ET L0 - - — - - — - - - 1 T PROPOSED TRACKS — — — — — II1T4 PUBLIC T N GFIAS AND ,� - IN�:A 'E All DIAT1 Fes' . WATER — • f IL� _ — PROPOSED CONTOURS POk tT#D&1 Ill MALL T lid IMO WITHOUT � �, . < OLM4 EXISTING CONTOURS - - _ _255- - - - A FROM THE CITE -� EXISTS EASEMENT -- - - - ---- F�TING EDGE OF PATIEMMT �c EXISTiNG SEWER MANHOLE � 0 \ e r 1' LILAC: SUMMIT MIT EXISTING SEWER MAIN (APPROXIMATE) EXISTING WATER MAIN (APPROXIMATE) \ f EXISTING CONCRETE SWALE EXISTING tVG 1 / \\/ // I I ./ /r ? � �`�`\\ \ — // R 4530 L = 229.24 8 ] 05 EXISROG WATER METER n uy_EXSTNG WATER VALVE i EXISTING SERER LATERAL .. / y • � ' r r / - o EXISTING WATER SERVICE / \ \ f l 11 !0/ MOW _ 1 PROPOSED FLOWIAIE JJ,4r FS-312.0 / I fl // 1 . ` rrl l r r /// /// �/ , t \\ \7\\\\\\�\\\ \ / f/ 7, PROPOSED SPOT ELEVATION - 1 1I lJ if b r / // 4 a ° \Vi V 1 VA i `1 PROPOSED BUILDINC FOOTPRINT ! 1 r 'J! / , r /, ?^' {\ \ I / l/ i !/ 1 / / / /!J r r / L fl � / 4 f LOT N0 12 PROPOSED I IARDSCAPE SURFACE . ` I J ! �(� J, !! / / / r r �. . .. '. •; . .' '1 , •a . : i i ♦ •11► t • FS-3T2.fi ! l , , J / J j , JJ /J / ,: .. . . . .. .. . . ..' P 311.7 { CITY OF ENCINITAS PR:'. :�, . :D 'I #IETAI tNC,+ WALL _ l 1 I 1 /�j / / /! J! 518 . .: •_ -p. : " • t. : ° ` .... . 1 1 C> SAN DIEGO INFO. �3LLETIN t o -- 11 1 1 � �j J ! t IJ/t�/ JJ t !J/ /J � : . :` .. <.' .'� ° a.. 1 {i I 1 i I- I 1 I� �� s I � O a 8 C,�— { 8 3 e/ TRACT T t No. 282 � I I ! � 1It // 1! / tJ / / JJ J '� : �.q. .. . .. , i 1 / / / J1 / /� / / f !J / t •�t�. , • ! 1 { 1 1111 • MAP NO. 12 PROPOSED LAARE n / \ 1 ( i J � / mI J!!jl! / � { I \ ETAIN1N WALL \ ! 1 a : . ,* F ! 1101#: ,a Ta M - - f I i / t JIJJtyI!! ! .�. a � Q. �� � I / ( / J ! ! / I J ! !! f � �4° ,.. ' � { i } 1 I I I } (� ` \ \ GRAPKIC .SCALE 1' =20 ft f/ / l/�1 I /I/ / 1I /�I// / J ! /j // � •� ° ;.., ' II1 . I l I I \ \ P131 r. a as BMP LANDSCAPII NOT TO \ / a t l 1 / /I I t t/ 31 5 m. y . t I 0 20 40 60 1 ' MODIFIED wi PIEFUT FROM CITY. I I /� J J I / J I t / ! \ a•. . 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O �y:.` " a ' ` / — 1 1 l v I ,/ 1 1 1�1'{ 5 ` ~�. — r E �•.,,:` " �y 11� � �� �.r, i I I \\ �. � -4 �+.~ ---�-- •.` I III 1 ( 1 ( . . a f r a. / ~ �.. ~ 1 i �, i t 1 p 1 1 1 1 1 1 1 - CSIG . .. t :.;: . T i l t ~ - , ' M' E I T AIL 1 cu i I(l1 1(� 1 \ 1 \\\ •,FS=371.0 4 I 1 I) I z / 1 I I I �I1 �{ 11111 1 \ 'l \ ` \ \ \\,\\�\ ,� ~`� \ ~ ~ ` ~ '� ` i 1 ~ ` ' •�,_ ~ �^` NO SCALE W l + l �� II { 1\ /{ `315 r - z tWWAAER GMETT 1 I I 1 r C 1 \ \ \ �� ~~ ~ ' ' '' ~ ,_ 1. QNFlGURATiON OF DITCH MAY BE SLIGHTLY ' DIFI IT + ✓IJr \ \ \ ~ ���~ =� a { n FIELD CONDIION WITH APPROVAL OF SLIGHTLY ER I CT@R. f DUSTING I y �� W WATER METER \ I-i' 1 1 I tNIQ CR� \ `EIGONG LONE E 55%1 F _ \ ` ` ~ 1�06CBY $itH S° - _ I� v \ } ` ~ - �/ 2. TURF REINFORCEMENT MAY BE OMITTED IF IT IS DETERMINED AT 1 V) N Y -0 O n ' _ _ 7 / > _ > ~ N4T-RA�1-OF TH1 - - _ _ _ - _ _ /J ~ _ _ - / VELOCITY OF DRAINAGE IN AS-GRADED DITCH IS NOT EROSI / CUTLET }) 1 \ T-- X a ` R,OW. f _ J ~ 3. TO BE PRIVATELY MAINTAINED & NOT TO BE MODIFIED w/o CITY cop 5 SH W 24q '= - - - _ - EXISTING-901 CRETE SWALE`- \ Z 99 ---- - - ° "> - 310, / , W g(V _ 6 N79 4 278 4 LOT0 13 E3CIS11NG METAL - z W \ \ 30 . 00 APN 264 -- 091 - 36 = ---- - -- -- - - - _ - _ _ - - - - _ LOT NO 14 W o EXIST. _ _ _ _ EXISTING CONCRETE SWALE z Z GROUND Q 1 - APN 264— �J91 - 7 OIN 377 ;% Y fi `i% EXIS77NG PUBLIC SEWER EASEMENT iN FAVOR OF THE CARDIFF SANITATION FILE NAME: Killion_Sht2 DISTRICT REC. AUGUST 7, 1991 AS F/P N0, 91-0396307 PER MAP NO. 12882 PLOT DATE: 01-19-07 Ld WATERLINE AND APPURTENANCES GRANTED TO THE OLIVENHAIN MUNICIPAL FpfESSj POST-BMP 6VERTED P.C.C. P.C.C. 4.C./6"Cil INVERTED P.C.C. 0 WATER DISTRICT PER MAP NO. 12882 EXISTING PAD PREVIOUSLY �©� � ��! • Civil Engineering d GRASS SCALE CURB or REDWOOD DRIVEWAY PER CURB or REDWOOD GRADED PER MASS y`k & .. • Land Planning z PER DETAIL HEADER. SOILS ENGINEER HEADER. OPEN SPACE EASEMENT OVER A PORTION OF LOT NO. 12 GRANTED _ • Structural THIS MEET. RECOMMENDATIONS. a PER MAP NO. 12882 GRADING PLAN FOR �+ . Surveying C 34726 ' ��)Q p �^ {' MLDFLO ER ESTATES En 12/M/07 wiz DRIVEWAY`Y C1° S—SECTION 21 PER MAP NO. j?g$2 3) NON-EXCLUSIVE PRIVATE ROAD EASEMENT slur 0 v14 �� 132 N. El Camino Real, Suite N - Encinitas, CA 92024 W[1 NO SCALE OF C&t�° Phone 760-510-3152 Fax 760-510-3153 z0® HY REVISIONS APPROVED DATE REFERENCES DATE L T.3 EL ALS C=Y C3� IEI�6CrN IT�.S ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1ZQa RIM OF SEWER MH LOCATED N10 THE PLANS PREP ` ED UNDER SUPERVISION OF RECOMMENDED APP; ED QL of LILAC SUMMIT, N/0 THE SUBJECT I ,Z (., GRADING & DRAINAGE PLAN FOR: LOT AS SHOWN ON DWG. No. 0594•-R HORIZONTAL 10-20' DATE: Q� BY: ��� � BY: ' {�-== & CS144. (SHEET 11 of 26) R.C.E. N0. 39726 THE K I L L I O N RESIDENCE VERTICAL NIA ENGINEER DATE: DAM- 2 f f 3 , 3351 LILAC SUMMIT, WLDFLOWER ESTATES Ari SHEET 2 OF °.�,,° r• DOUGLAS E. LOGAN EXP. 12-31-07 l _ 1 1 I 1 M^' � + � �w w! � T 1A. .aw jI w� � lRl.a!SifAl�a" �► ,w ,A !!!4 •� •s 'aw••r.� .as •� .n•w�wm,. � � �.Aylyfl#"_I! �• � � r a '_ 01 LOT NO. 6 LOT No . 7 1 {— — e„ LILAC SUMMIT It i '"• �... t Ii� ' � \ 1 t It t t \ - S Q r i9 a - .. / w r^•••'•n+y.�S"'°Y. !•••,••aaa,. w �F1. ••a•a!R*a�,aa + •e• L 2w2r 9+a.s �a!4 ' 8 eie •,► _ w .+ � •'"' "a' _ � ..,.••",� 35 - 06" / • • ��\ f Lu. 1 fAl / tl t tf� ` . /, fib : •' \\ tt N i t f �f! ff !!! Q,� •.. t 1 1 t �# f�� frifOj, �/� j,,f ' ::.':':;'..:,.. � 1 \1 �\\\ a� �f f ,� l,,r .,�,,,,,.r�-�..- °°°�•`" '�7 � l r l t / f/ fffff'f� / � ' O ' , ': , • mot •.�' , `.. �``, ,, \ \\� \\\ I r ,• /f �! ,'� L :. - t r i *' �f ffff / � f A .. •AY .�.r`.".. 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'... • 1� '%7� aaA�"+fs'fa '� nV �4�aP �� • ' ID tt + rttt + + rtftt irrrr � � � F � � � 41A 1� �{i � Ail# ��' � OORNER 1 tttt ( ( Irtfrl ++ ( ( � tl + ( M { /I OF YARD. HOUSE APtGf t SOUTHWEST a, ! 1 1 f 1 � � � � k4 ;, ,+ ( I � E t l � � � �. ,, -M� �.. ,1 iWPS S49E'f 1S fROW AN AS,-WI 1lT MD SWWY WK W 00SUM OF 2011. � It SJWP :t r + i t i f � l l t ► t t l l l •� • . ;:;;'_,�°��• ` � •:. .: X11111 -� �. -� . `' �- �. _ �o_ �-_ �. 1 i � 1 d I 1 1 1 4 1 4 1 1 I I N I I � .� � ..� ., , �.. .• ° '. ,� . . J I I I � �, � ” �. _. .T t i 1 g f jt \ to �` • '- ;.. I 11 +a. w TM.. •�„ °'..., »tiro ""^° °s«,. ".+, ��+ _. e °-., 46"02 y iR \ B a [ r-. . .. _ .,A. .aier : � l� .0 �ww.w�. ..w w. �•�.•wnw w� s awT*n+. � .i. .� •n. �wa.ens � .s +. .ar +� .+.w�w.w�. .s .n +wnnaw,. � •w �s�n�.. •. w ,�. P'1L€ Nom: Kitlian_ t2 + +, PLOT ®AIE: 01-11-12 ' IANCNO E=7W PAD PREWOUSLY COAST GRAM PM NVA GRA&M PLM MR SINGLE SOURCE DEVELOPMENT CONSULTANT (1 60) WiVil ft ( ) -103 Pa.x DATE , APPROM, am .. .,. ... v z, u:. .. Pax , ,,if 1� W IV me • , A -;,L 'A-_,I GRAI & GIRMWE AS-SWILT PLAN FOR: rye �q 7 0 {/ a��HOWZWK & G r '11 of i6) IX, R.C.E. X14. A : DATE: T IL ON F IDE E + s 3351 LLAC SUWT, VALDFLO ESTATES %W OF 0 11 PUBLIC RIGHT- OF-WAY 1 HYD , DIG SHALL BE APPLIED TO ALL I SLID MR THAT ` t 2fl'hIIN. ARE tltt�D 6:1 ( AL TO VERTICAL) OR STEER d lit � !kx ' - i wH THEY ARE: ON tNrtN-4 � A. THREE FEET DR M IN HIT Dr FILL AREAS. B. 5 FEET OR MORE IN HEI€HT, IN CUT ARM UNLESS SLOPE IS NOT ' TO EROSION DUE TO T14E EftOSfON RESIITTANT CHARACTER OF THE MATE AIL AS 3 BAGS HIGH (MAX.) 1 112" CRUSHED ROCIf APPROVED BY I1E (Ot 2 BAGS HIGH (MIN.) EXISTING GROUND � 14 � PU - -WAY 2 IRRIGATION SMALL OPTIMUM FOR �GROWTH OF THE L ` � BLOC RIGHT­OF SOIL AT EDE r7G L THE : 3 GROWTH. t C4�IIrI P Iti , = , ' r2O MN. H ED GR W � @�'1 r; �' ~ ` ° ? •- H HYDROSEEDING kD3( S'kiALi CONSIST OF ALL THE DOLL ° 1. SEED M1X SHALL CONSIST OF NO LESS THAN: AAA 'lam '{yl� &k III 5,4eS. t4'hIIN. o o ' a. 20 ibs. PER ACRE OF ROSE CLOVER I ��5�t a- 6 - JdL NOTE: LOWER BAG ROW TO BE b. 20 tbs. PER AM OF ZORRO FESCUE. = c. 3 Ibs. PER ACRE OF E SCHOOL CIA CALIFORNICA. nt. BURIED 6 UNDER GRADE. `° FLAN d. 4 Ib& PER A OF ACHILLEA MILLEfFN.IA. ' a NO SCALE PROVIDE APPROPRIATE TRANSITION e. 3 Iba PE ACRE 4D ALY nR1IM (CARET OF SNOW). r BETWEEN STABILIZED CONSTRUC77ON f. 1/2 Ib. PER ACRE OF DIMORPHOLECA. 4 - •ice ENTRANCE AND PUBLIC RIGHT-OF- g. ITEMS C. D. E. AND F OF THIS SUBSECTION MAY BE OMITTED WAY ON LOCATIONS WHERE THE AREA BEING HYDROSE€DED IS NOT VISIBLE FROM 1 A PUBLIC STREET OR RESIDENTIAL w t CONSTRUCTION��+►T /� ® ENTRANCE STRUCTURES. (�b-. D `! 1a0 @'(/+) STABILIZE� V ONSTRUC f ION III ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH r 6 Ob „ ii A NITROGEN FIXING BACTERIAL AND APPLIED DRY EITHER BY / NO SCALE DRILLING OR BROADCASTING BEFORE HYDROSEEDING. Z MtI►�. l j G E L L ALL MATERIALS SHALL BE TRANSPORTED TO THE .per Mogil t-k JOB R E IN UNOPENED CONTAINERS LURE THE IFICA CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG i ATTACHED TO, OR PRINTED ON SAID CONT'AINM �� NON-PHYTO-TDWC WETTING � MAY BE ACS TO THE ? CA&fAvepa� Oil � 4fAk- V f tall•• G y H SLURRY AT THE DISCRETION OF THE CONTRACTOR. wa,t! bt�. �(" �0�d- t�E; �C ' , CCiIN�t�'84'r I I 2. TYPE 1 MULCH APPLIED AT THE Ralf OF NO LESS THAN 2,DDD 8 - }I 4 t J l " 'LOAD . `rt �1 E'4-. I I ibs. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART. FOR HYDRAULICALLY APPLIED FIBER MATERIAL Arm � A�i dt�( A�tEll Z,f�e{o .� .� t��, \ O� N 0 5 ` _ ! _ --� - - - ------ - !�a -N 0. 6 t O T N 0. 7 WHEM STRAW IS USED IT MUST BE ANCHORED TO THE STRAW '[ `{.a � Ufa�. "Tee*- jL6 INTO THE L 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, V I tf . E�A c CONSTRUCTION G�„, ABM, is-20-0, WITH 15T6 SULPHUR APPLIED ATE THE RATE OF I �'( ! 'FtVTft- • tC, ts '(C) �E d5£D E TI-tE5 S 'io �\ I / / / J / TM �o [be. PER ACRE. AREAS TO BE HYDROSEEDED SMALL BE PREPARED PRIOR TO SWA A tt l .I \ -T - - _ - - HYDROSEEDING BY: t SUMMIT 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A LILAC COMBINAT i OF. \ �C {\ '�\ \ / /" i 2oit 1 z zt a TRACK SING SLOPES STEEPER THAN &-1. \ l�� / f b. RIPPING AREAS THAT WALL NOT BREAK UP USING III A ABO �© ""/ • -� �^ - - - 2. CONDITIONING THE SOLS SO THAT iT IS SUITABLE FOR — — R 1530 L = 229.24' = 8 35'05' PLANTING BY: Co� i i ¢ a ADJUSTS TIC SURFACE S41I~ M TO PROVIDE A epm e�thFaa nii sp rar\ / i N � / ! / / rm��-� ,r, - Fs- . 1 \\\\I \// / /,sWAtE i i' w. DAMP BUT NOT SAATNRaTi� SEED BED: f yak P ./ - 1 \\\\ l 2 / / �2' o� I b. THE ADDITION OF SOIL AMENDMENTS. PH ADJUSUADI`F, /i� l re ,t- iz \\\\\\\I i // / / / VIM DING OR CO VOW„ SALINE SODS TO PROVIDE VIABLE HYDRfa GtS 1 1 MANED T{t R'ROVIDE A V IS (*a Y fEt. FDR / / l / / • ! /// //// // / p \\ VAA\1\ Vi // // ADa jp/ // // //// a a A. A A A y iE IS AiD ALt S'Ef1f R D" \ \ t o / �//� r //// f // // 3, a {� GARAGE :\ 7t\ J f l LOT NO. 12 FS-P D331.7 i ii m r 1/ l CITY OF ENCINITAS 11 / I I II / / TRACT NO. 88- 183 '1. 11 Illli Il\ 1 MAP NO. 12882 1 /1119fj1/ /� /JtJ /I / efas� ,FSat ,s�• / / PATIO " ,: a , � / N 1/�/// lI//l/J/'J J JJ/�//��� /�/� yd . ♦ .a �l`1I 11 - III EI ANG CtNMETE SWALE \ � VA 9 4PO'SSI III I v A a 6� �f ( � RESIt7ONCE i 1 1 ull l/ l / l l l l y FF=312.5 PAD=371.7 11111 11111 / ,� \ \ \ , Q 0 - I + / /Ill/ �1l/ l/ it i/II/ll/ •S, 1 a I \ \ N� C ..._. •-.. 1 / / it y : 1 1 it f//1/ I / � � Zxj� �: 6: Il' v v v t PLANTED SL, COO LfCT1�)y�& PLA D , At CF) \ ' i /'l1/iIii/liIr/ (l //I// l j Q •. 111 111 1 i \ \ \ 4�D 00111001141. t * CNO PlrN FOR FLa311.3 I I I `� \ \ �0� �£S'f`AT �. SLOPES PLANTING C� i o .. 11 i I I.1f l v v v v IS vLL twaisto, � \l I cdllf( "�j/ t 1 l/ •! Fss,vS ��� � � I 1 111/II ExlsneG i. I l ui i i l i f' Feat z u► F I M,>,LSO% — 1 aI I I I I iFl 4 l it i i li / 3'0 , t l iflify111111,111l111I s,� �} sr, z � / I a I11� 11111i1iit I II i POOL > " 11l III I;.I�,I5yt�1� Lei /E)157.�NG I I I Fi y�lf l ��t-i.1\ _,\�,� -�.M1 1 ` d�`-- �C FLw310.5 BMP a NT 331 tWA7Ep MEffp. 1 I \ c' -i., :x. FL-310.0 SCALE cn tE%f573NG I I Y \\\ \ O�• •i �. - ^y 'y-s--... j\ _ GRAPHIC C WXAl MESEp: \ — I I iN.d "`y�` � �"6 ' _ ^+�. A.fi1 4� 30 O 15 30 60 90 WUZT Z7 N74'55 58 w " , = - {IN FEET) Lrt I \ \ \ \ - - — _ aiswNC�OneRETE sWUt \ I \\\\ n\ dos \ \ \ \ \ 244.99 - _.. . _ _ / ,- - N79 41'04"w 278.47' 1 INCH = 30 FEET In LOT Na. � 3 - - - - - - - - 30.00' ••W'' EMISIING MEDAL FENCE J -__ - - - - - LOT NO. 14 - - - - WWo A P N 264-091 -36 =_- EXISTING SWALE APN 264-091 -37 �z,n FILE NAME: KlDion_Sht3 PLOT DATE: 01-19-07 Li r�ss, € • Civil Engineering , , ' • Land Planning V • Stfucturai ' o C • SLl€+etg Q EigIll, �I� A Z R,1as1 132 N. El Camino Real, Suite N - Encinitas, CA 92024 �`t¢t iS Phone 760-510-3-152 Fax 760-510-3153 P"SIONS R � DATE : ; ,1 4 Op 9 EI�I S DRAWING O. R APPT�t�m DATE � � fa, �. � L. _ �_ .. n. . ... ... _. . E� �f. � _ _ N _ .•. L PLA ". RL�P D Ut } CN OF RECOM,. AP' • T#[DDI IMF PICT NI % E _ IADft & ERflSEf1f3iT1 iA�l Fes. OF Ull SL7ISD6ADf, I�/ THE SECT LOT AS SiWVA ON DWG No. 0.5"—R HORIZONTAL 1'� Dt�Tf: �'�` �� l�l!: ITV � 14 y ds CS144. (SHEET 11 of 26) u ©© ��++ VERTICAL N A EN N .R R.C.E. N0. 397 6 � � R �? DATE: ��t�'T DATE: �3 a DOUGLAS E. LOGAN EXP. ]2-31-07 3351 LILAC SUMMIT, WILDFLOWER ESTATES SHEET 3 OF 3 s