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2004-9209 G (Plans) GRADING NOTES NOTIFICATIONS LOT 19 BLOCK "V", SEASIDE GARDENS ANNEX LEGAL DESCRIPTION COUNTY G TO SAN MDPEGO, STATE NO F 1CALIFORNIA 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES PLAN REC. 8-5-1924. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR AoP,�j ; 256-400-10 CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES SITE ADDRESS 268 SUNSET DRIVE, ENCINITAS, CAI 92024 REVISED PRELIMINARY GEOTECHNICAL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S 2. THE SOILS REPORT TITLED INVESTIGATION, PROPOSED SINGLE FAMILY RESIDENCE 268 SUNSET DRIVE, RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO ENCINITAS, CALIFORNIA " PREPARED BY BARRY AND ASSOCIATES, CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR INCORPORATED DATED MAY 26, 2000, TOGETHER WITH PLAN REVIEW STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND OWNER/PERMITT'EE JOSEPH AND ROSEMARY RAGONE LETTER DATED 4 24-06 SHALL BE CONSIDERED AS A LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF RAGONE FAMILY TRUST PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN WORK: 1108 S. COAST HWY. ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS ENCINITAS, CA 92024 CONTAINED IN SAID REPORT. A. SEWERS - ESD 633-2770 jlt urpmt Lonxt I-RCr)%CfeD My: CjrSr Co. 5b%- Co4 fl1Ur f X16. ING. 760-944-1771 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF C. WATER - SDWD 633-2848. IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE � - APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. TIH D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT ESTIMATED EAR WORK QUANTITIES 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE E. CABLE TV - COX (800) 422-4133 - DIG ALERT 1295 CUBIC YARDS EXCAVATION (CUT) GRADING. 1295 CUBIC YARDS EMBANKMENT (FILL) 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 0 CUBIC YARDS EXPORT* (CUT) 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (760) 633-2770. m ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR TRENCH VOLUMES OR ANY OVEREXCAVATION, IF . REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. REQUIRED BY SITE CONDITIONS. INSPECTION. PHONE. (760) 633-2770. ALL WORK PERFORMED 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT ENVIRONMENTAL NOTES: SANDIEGUITO WATER DISTRICT NOTES: THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL I SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 1 THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 21% DUE TO SHRINKAGE OR SWELL FACTORS) . , RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND (EXCLUDING ANY EXISTING MAN MADE SLOPES FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND (1) Review of this plan by San Dieguito Water District does not constitute representation REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE REGULATIONS. 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 10 FT AND THE MAXIMUM as t0 the accuracy of, the location of, Or the existence or non-existence of any ANDERECOMPACTIONEDEPTHSOILS REPORT FOR REMOVAL B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) VERTICAL HEIGHT OF FILL IS 7 FT underground utility, pipe or structure within the limits Of this project. MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 3. A. ) AVERAGE DEPTH = VOLUME OF CUT (C. F. ) = 3. 51 ' CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A. M. F S. F. ) NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. OF CUT AREA OF CUT ( (2) All existing facilities, which may affect final design, i.e., line crossing, line 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING B. ) AVERAGE DEPTH = VOLUME OF FILL (C. F. ) = 2. 8 ' paralleling Or proposed connection shall be field verified. All existing or proposed utility SOILS ENGINEER'S CERTIFICATE MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE OF FILL AREA OF FILL (S. F. crossing within 10 feet of proposed water mains shall be shown on improvement plans. r, MMNACOV S. DI/NAa A REGISTERED CIVIL ENGINEER IN THE STATE OF''. PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, Electrical and sewer to cross under water mains unless given written permission by San CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL GRADING CONTRACTOR AND PTHE CIEE. THE ST 4B HO MEETING s Dieguit0 Water District. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN OWNERS CERTIFY' CATE ADVANCE BY CALLING (760) 633-2770. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME--G °-;TY* IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO err,rccrso+, BETWEEN THE DATES S 7_3-00 AND 5-7_5-00 . ONE COMPLETE', 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY THESE PLANS. (3) Contractor, and owner are responsible to relocate and/Or, adjust to grade any existing COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH # A0,WeT%4M%/5 PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A water facility (fire hydrant, meters, valves, valve boxes, etc.) which is affected by their, RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR project. All affected water facilities must meet current Water Agencies Standards ENGINEER, ALONG WITH UPDATE LETTER DATED -24-OS FURTHERMORE, CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF Committee (WASC) standards. If facilities do not meet standards, then they Shall be RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING THE IMPROVEMENTS. upgraded to current standards at the owner, s expense. BEEN INCOPPOPATJFDIIN THE GRAD NG PLANS AND SPECIFICATIONS. OPERATION. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR SIGNED: '� �JL nFEss/O^, GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE (4) Utilities to maintain minimum 5-foot se aeration when paralleling water, services. ai ou S. T( 11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING P p g �;; o ,��, PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION RCE NO. : C 05-4 071 f k v� X RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE AND STABILITY OF THE SITE. " Q (5) Minimum horizontal separation of 10-feet required between fire hy %, PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9209-G drants and San EXP. DATE: .2-a�.es' 3 Mo.c054071 ,T, HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE Diego Gas and Electric vaults. /4J YP A51drr>sa �ffi , APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED EPH AGONE/TRU E Dq T AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED IE THE (6) All water, services to be constructed clear, of driveways and all other, traveled ways. ��� ctV I, DATE SUCH GR�OINGNOPERATION�HE CIVIL ENGINEER WHO CERTIFIES y -�/mQ Water meters must be in front of the parcel they are serving. y STATEMENT OFENGITNEER OF WORK o���`�K RO EMARY A ONE/ USTEE DATE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED RAGONE MILY TRUST DATED 1111412000 THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND PRACTICES OF THE ENGINEER 'S TRADE OR PROFESSION. THE ENGINEER AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE STORMWA TER P®L UTI®N C®NTR®L NOTES ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY'.FOR THE PLANS GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT Concrete Washout On-site Construction Material Storage OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, IAND IT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS Contractor shall establish and use an adequately sized concrete Stored materials shall be contained in a secure place to prevent Pollutants shall be kept off exposed surfaces. Place trash cans OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR washout area to contain washout wastes on site. It is illegal to seepage and spillage. Contractor shall store these products and recycling receptacles around the site. AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND THEIR INTENDED USE. wash concrete, slurry, mortar, stucco, plaster and the like into where they will stay dry out of the rain. Contractor shall EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM the stonmwater conveyance system or any receiving water. provide secondary containment for all fuel stored on-site. Portable toilets must be in good working order and checked THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HISIHER 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED Contractor shall post a sign designating the washout location. frequently for leaks. Contractor shall provide secondary AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING Eliminate or reduce pollution of stnmwater from stockpiles containment and locate portable toilets away from stnmdrain AND EMPLOYMENT AN ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID Construction Site Access kept on-site. Stockpiles may include soil, paring materials, inlets on pervious surfaces. DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE asphalt concrete, aggregate base, etc. Stockpiles shall be pFESSj SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION A stabilized construction site access shall be provided for located away from concentrated stomwater flows and All construction debris shall be kept away from the street, QP pyq, OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT vehicles egress and ingress to prevent tracking dirt off site. stnmdrain inlets. Stockpiles shall be covered or protected gutter, and stnmdrain. Contractor must routinely check MICHAEL H. SMITH, RCE 65090 DATE �,O �\ H, G DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN This shall include using material such as gravel and/or with soil stabilization measures and provided with a temporary and clean up material that may have traveled away from INSTALLED. corrugated steel panels/plates. sediment barrier around the perimeter at all times. construction site 535 N. HWY. 101, SUITE G SOLANA BEACH, CA 92075 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND Construction Vehicles Training 858-259-2510 CD � N0 . 65090 ? ^z'rn FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD EXp . 09/30/0 SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE A specific area away from gutters and stnmdrain shall be Contractors employees who perform construction in the City MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE designated for construction vehicles parking, vehicle of Encinitas shall be trained to be familiar with the City of SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL refueling, and routine equipment maintenance. All major Encinitas stnmwater pollution control requirements. These �T CIVIC AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM repairs shall be made off-site. BMP notes shall be available to everyone working on site. The NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO Erosion Control property owner(s) and the prime contractor, must inform 9 � OF Cp11F�, A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 subcontractors about stnmwater requirements and their own PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO Erosion control must be provided for all erosive surfaces. responsibilities. 4 ' MIN. Orpheus Ite PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT Sloped surfaces especially shall be protected against V ACCORDANCE WITH SPECIFICATIONS. erosion by installing erosion resistant surfaces such as Waste Management 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH erosion control mats, adequate ground cover vegetation, 5 GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS and bonded fiber matrix. Contractor shall be responsible for properly disposing of all waste and unused construction materials. Dumping of unused sunset SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS No excavation and -GRASS, TURF, OR ROCK LINE Drive SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE grading activities are allowed during or waste products on the ground where water can carry them OPTION OVER LANDLOK wet weather. into the conveyance system is strictly prohibited. View ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY TURF REINFORCEMENT Ave. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER Diversion dikes shall be constructed to channel runoff arond No seepage from dumpsters shall be discharged into g EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE the construction site. Contractor shall protect channels against stnmwater. Berms/dikes shall be placed around dtapsters LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED erosion using permanent and to OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN g temporary erosion control to divert the natural storm runoff. shall em shall be checked rn ANCHOR coast Hwy. measures. frequently for leaks. Dempster lids shall remain closed at all ACCORDANCE WITH THE GRADING ORDINANCE. times. Dumpsters without lids shall be placed within structures -i ! =-III- - =!I _I Vulcan Avearrwo Or. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL Remove existing vegetation only when absolutely with impervious roofing n covered with tarps in order to - _ _ = necessary. Large projects shall be conducted in phases to avoid rain contact with any trash material. - , !IIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF avoid unnecessary removal of the natural ground cover. -i I I _ -i _ - Pac3f�c SITE BY THE CLEARED WITHCAONEAT TO LEAVE decrease @erose nrees or shrubs unnecessarily, they help paints, vehicle/ flu die broken asphalt and concrete, wood sand =-, il ' -3 =_ ocean Encinitas Blvd. FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF �leared vegetation can be recycled. Non-recyclable materials DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND Temporary vegetation must be planted on slopes or where must be taken to an appropriate landfill or disposed of as CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. construction is not immediately planned for erosion control hazardous waste. For information on disposal of hazardous purposes. Erosion shall be prevented by planting fast-growing material, call the Hazardous Waste Hotline toll free at (800) SECTION D D annual and perennial grasses to shield and bind the soil. 714-1195. For information on landfills and to order dumpsters NOT TO SCALE LANDSCAPING Plant permanent vegetation as soon as call EDCO at (760) 436-4151. p ge possible, once excavation and grading activities are complete. 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE _ �iG�- ENCINITAS FM PROTELMON DIST. SAN DMOLTI'O WATER DISTRICT ENCINITAS PUBLIC WORKS DEPARTMENT WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL Water usage for dust control shall be minimized. ��® a CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ��� ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. R IEWEpD �BY REVIEWED BY.' REVIEWED BY.' 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL 1l � l./. - �- CA,,,S�_ Q. R ,, VICINITYMAP #1147-86 SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION M/eo� N swi771 6Sego LE OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. z I: oS �®�E H. S ®ITH P E. �®� �O� a � TE. V&JAWRE � 2 JrAeJA+ =D*F SIGNATURE EXPIRES 2 YEARS AFTER DATE MICHAEL H25 SMITH P.E. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BURDING DESMHS D BY DRAWN MHS BY CHECKED MHS BY APPROVALS C'IT'Y OF ENCINITAS ENGINEERING DEPARTMENT D G NO. FINISHED FLOOR ELEVATION REVIEWED BY:02 PLANS PREPARED UNDER THE SUPERVISI N OF RECOMMENDED APPRO GRADING PLAN FOR: - - OF THE EXISTING STRUCTURE HORIZONAL NIA u/Ql _ DATE., BY: BY: Q (]�,/� T�� 9 O9 G A5-gUl�Ti �� L -07 ELEVATION = 198. 66 r,` 2Q 2007§- R. C. E. NO. 65090 DATE. S/d / 0 S DATE: S A,P.N. 256-4������ ��� ®�-o�� 5• D s/xl DATUM ASSUMED VERTICAL N/A DAT : MICHAEL H. SMITH �� 00 10 1 A0 t75TONEKEr.I fLrll .yf�DYA/ / S ( 0 EXP. 9-30-05 CASE NO. 03-067 CDP; 05-005 SUBET. CONFORMANCE DATE: 3124105 SHEET 1 OF 3 Thu, Apr 2i,2005C:\Documents and Settings\The Mapsmith\Desktop\Mapsmith Projects on Desktop\04-129 Ragoni\04-129 Ragone revised.pro MS 04-129 'I LEGEND 10.00' S. D. A. S. D. = SAN DIEGO REGIONAL STANDARD DRAWINGS LEAVE LIP OF LINED PITCH _-- 9.17' - _ -- .3' LOW FOR 4 FT. DEPRESSION GRADING PLAN T EXTEND RIM OF O CONTROL OVERFLOW _ LOT LINE SPEED-D BASIN TO N0.2 BACKING CLASS PROPOSED EASEMENT RIP-RAP HICK FILTERL FABRIC SURFACE. \/\ I 256�4001 PER OF WALL 0.17' I 0.66' MIN. 5.5" PCC PROPOSED CONTOURS BY TVFf 8 DITCH OVER B CL 11 BASE NOTE. ANY DISTURBANCE FINISHED SUWA EXISTING CONTOURS 5. . / BOTTOM WALL TOP OF WALL ON ADJACENT PROPERT %j 1jj / I 2.00 / 24'X24" BROOKS REQUIRES A LETTER OF PER PLAN CATCH BASIN OR 2 UNS PERMISSION FROM PROPERTY PROPOSED DRAINAGE DIRECTION /�TEQUAL. CUT OPENING OWNER CONCERNED. I MASONRY RET. MASONRY RET. EXISTING EASEMENT FILTER FABICIN SIDE AS SHOWN. WALL PER WALL PER SORSO C-3 SDRSD C-6 - - - - /// 3.00' 1.00' 2.00' �I�i �' /����/ // /�//�I�r 8" PVC PIPE / //jam/ / /�, i, /��/ FINISHED GRADE PROPOSED SPOT ELEVATION F @ 0.0% ��/ /T�i� /T'//�, �' //� PVC PdPE' i% BOTTOM WALL _ / �/� /� EXISTING EDGE OF PA T �/�//��/T,4" PERF PIPE�i� ��Ti�iv%�r����� TTT--177`TI�I - T--�� _ �/��/ 0.0% h 9PEED-0 BASIN -� � -� -� -� 1=T�� ITT - CENTERLINE O9 EGIUAL FLOWLINE �o i� MATCH EX. PAVEMENT -� -� -� FINISHED GRADE EXISTING ER MAIN - 5- -5 -- i> 3/4" CRUSFED ���� �// �' _ _ FILL ^� � /' EXIST. GROUND o L PROVIDE SMOOTH �� �� �� =� �� BOTTOM WALL GRADE TO � � : ° :� �� .° ��� : , .. . . m_: .�-..e...w_-...... ..._ w.,.�..._..,_ � �� � � � � �� � � � ���� � � �� �`-----------1--FINISH�MADE EXISTING SEWER SERVICE -`--Vt---�-EXISTING/ o TRANSITION _ EX WA TER MAIN ION C®C ire - = �_� �_� III=III=� -� �_� �- EXISTING WATER SERVICE W i N SCALE -r� t� � '� = III III III-III III III- f ' ��� IN 4 AC/6"CL. II BASED EXISTING WATER METER BOX t" PROPOSED DRAINAGE SWALE / PROPOSED D-40 RIP RAP ENERGY DISSIPATOR O ? I 5X5' NO. 3 BACKING 1FT. THICK WITH FILTER FABRIC. I I 1 4 I l z,�11 } = I j 1� �t t 7 SECTION I s I I ! 1 1 / ! t PROPOSED PET. WALL PER SDRSD C-2, C-3 & C-6 I APPROX. LOCATION OF EXISTING ; ! lop, SEC I , I ; I DEEPEND FOOTING OR BUILDING WALL } (�jo° 1 6 ( f F NOT TO SCAL t ON-SITE SE{�EAGE DISPOSAL t I i } � G�j, g s I 6 � PEA ARC ITECTURAL DRAWINGS, SEP. PERMIT xi r { I SYSTEM. SYSTEM TO BE ABANDONED t �1 4 I NOT I TO SCALE I I I 7 '0D: ` BROW D TCH PER S SD I1 T s O I I r I J t i 0-75 TYPE B PEf COUNT HEALTH STANUOPOS. t �Q P 49ANDONMENT OF EXISTI C� �8YSTEM � POST CONSTRUCTIO I I / �. B.M.P. NOT TO BE `DIETED ' I BE IN PECTEDlAND APP�IOVED B 73.o nvI ; 7s.5 rw ! t T 83.5 ITN l 1 t I a 1 �' � ; lTHE SAN ,DIEGO COUNTY H ALTH DE T. 73.o EG w 1 76.0 EGION CONSTRUCT / t i r WITHOUT PERMISSIOIU � t � FROM CITY OF ENCkITAS. ; { I. 72.5 rF I 75.5 rFt t TYPE`C-6 WALL,I 79 i 1 N62 °06 '°08"E 230. 92 ' I I � .3 r" I t X5.0 Ft 1 __ ! 19 LF 4" 1 i ; I ( EXISTING 1 WATER ey I �f 1 I 0 eo ��PVC @ TOO- EE , � � !- - PV @ 15. METER TOC f EMAIN.o TOP S DET IL D-D -# SHEET ! ! _ _ t - � 1 ' �`- _ 99.5 i 1 I r J I EXISTING GAR 3E 1 f LIMITT � G�4DING I .� � � � J � � � �� / f �. �, r ! €I` l f I 89. IE 1 T.NCS REMAIN I ,r' €�0 F$EMAZN SAWCUT AND REMOVE 4.O FL ( hI � a ! i �I � r f 3 � � I a � � `� I �%SEXIST, A PAVEMENT � � r I I 6 .0 FL I / I , 1�r I 4.5 FL i ,° CAFPMT I!`O I car OVERLAY EW. AC 66 TOP 1 ! t ! - TO PROVIDE SMOOTH PADS 83.OQ I T I I I �6 13 LF. 4 n- g ' f p \ TRANSITI�I I 1a D I I o q l $ I 1 r 8 I I E! t i / PVC 1 I I r 92 2'1`G a, / a f f t I J NST. CONS. "V ", WALL T I I t' . 6 CONST. NEW STAIRS )) r ] I ! ' ° ;` I iI PER SE f I I I I PVC @49x 11 I " , 923 FL� / BI OTTER PEP DET. B i I i I t - e T S SHE T. DEEPE D FOOTIN¢ I 4 I PERMIT I 1 III" 96.4 FS � n ! \\ # PER A CH. DRAKAGS , = °. 1 BY PERMIT 7 0 r ° < ar T I , I I 1 f t 92.9 FGA REMOV EX. JSTAIRS 65.q Flt 74.8 HP a g WITHN RIGHT OF WAY 74.5 IF f f ABOVE I ( I t t d .� 0 66 0 TQP l / $ 78.0 Tw f °' f ' I ! I . l / II CONS T. C 1 1 99. F 99 6 FL I �/ 75.o FG/Bw _ `� a. I I { i 1 a I / II PET. WALL I /IN HP `' \ ! f ! 83.00 FS t I ! f I I�n EXIST.t ff , . I w ► 83.0u FS 1 1 1 1 / 3 / I F I I \ I I ' GAME P SEU ���� FAMILY � fii�� WALLS T � 1 � �- t �S � �'- � 1 3.00' II�PROVE�S a� t l 1 , fI ) € ° 1 . Q ` °, P %FF=I a3, W" 1 t I I 2.00 ) I- ��_ \ REr vEO } r IPAV -1 &3.00 M # 10.00' \ l r 1 ( II 92.5 HP } ;fi 3 3 l 11 s I 1 II ' e 0 IE -� \ . i 7B.a irk I ° � ' $ i l I g r LINE OF SECOND ? I (� ` II 11 If I 75.(i FG/Bw ,,l s t 'b i I �� GARNE ( / I / II 61.4 "' / tJ z I I u u \'. 1 ° ! FLOOR ABOVE. PVC @ 1% u , ! 1 '1 t J t ! I ATYPICAL) u n I 74.E TF t J I ��- I < ° 1° J ! / f as II I ! \ 74.5 FL , z � , 1 {1 i jI I ii t ii ii 1 \ I i '� I �I a °I u YI I N I \ s I 1 1 i l° III t /° f II ry t f r gn }j(jO f Lu Ad I P I Y I If 11 ) I t � _£ ° I 1 II 11 \ • 6" TAL� EARTHEN CONSTR(1CT,e$� / I I n n [ ( BERM I DWY SURFACE GARW / 1 I { II TYPE 6''WALL / 1I Iu `\ °';'�x� � � � RG �- ;fin CIO ? d5l.0 IE n If I' ! r i 1 o ! I SPEED- n r 11 II 1 5 PCC / 8 CL.II BASE I D6PLEX'. PUMP i If I I \ 7 1 j I MINIM. JOINTS PER 1 ( 1 SYSTE�4 A�II PUMPS II 92 FL " } 1 ' 75. ;7'' I� SDRSD G-l0, 8' O.C. MINI. I I Wfl TH GRINDERS C ALARM II ' B Q I ( + f AZ ` t. w 98.93 s ! o I \ r O FG/BW I.` " t, I ITSTEM. $ g4 II ► i �\ /0P a GRAPHIC SCALE T C I : C \ 74. TF l- i f YPIr''C-6 WA ItL t II A F PRIVATE 5 TOP U r E'X. ET. WA L II { MANHOL l 1; .0 FL/wIN w Y CURB °_ GAC` 8(�ILDING WALL II ; ��ti F �, r, � I ¢¢ I ° ' I / P i 5 IE 12" VC OUT 9; 0 RENO E a . 6�' \ j f � � �'' �, j R SEP¢�RATE } II , o. I f d REMOVE ��iON 0 10 20 0 I ?a ` t 11 11 11 LIMIT OF OF EXI . RET. WALL , t u II n \ ; I ! °J ` f t F EX. STE I gI u 6 .7 FL ! ! I - ' `P 1 t TRENCH RESURFACING PRESSION. 1 ' \ "\ ! I ' a I" I ` ° FS ` d ' I °�' '92.2 -�"` �- PER CITY.1' ENCINITAS 82138 FS 1 { 1 91.2 IE STANDARDS :000' �° REMOVED / I ' ; I \ GRANlIE 1 �r t t I If if I s A ' . m i I a RI 65.E E I < a 91 6S 95. FS i .6 °39.7 98.91 FL 1 I � ., if AREA 1 -� - E f `tom t 7I4} o i- I I f 1 �U ! ! a a / G,' q r QppFESSjDN I ��L3 FL RET WA11 85.7 FL.� k FL 1 �a 958 FL t y9 ?FL WDE H � i } BASH LTNE3 E�- r` m }� e } Iti_ �} . s Il J G 7� Ij. tt fc w No 65090 1 I 1)162 -05 ' 5"E 8. 26 ' S / °. 1 P r' m } 99.86 FL I I ! } BROW D-7� �� GUTTER s Exp. 09/30/0 p 3 } } �� } 1 } '� � J I MATCH E . TYPE B.. �, ea� D� p` ' J 98.83 FL 1 1 �'�,• I t 11 TOY, r' fl f CA CONSTRUCT I II t' 4L t t� / 0 TY E C-4 WA r67 2 ITYPE C-�' WALL I i 1 i r` t � ` �' �''�. / • Gf�IV$ C��� "f�'1��. 17 M/CAA - �. / to D ' ¢ I / I MICHAEL H. SMITH P.E. 858-259-2'510 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMEN DRAWING N© . MHS FINISHED FLOOR ELEVATION PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDFD APP R GRADING PLAN FOR: GG�� /� OF THE EXISTING STRUCTURE HORIZONAL SEE PLAN DATE:s BY: /� m� BY: i/2D9^V ELEVATION = 198. 66 R. C. E. NO. 65090 �,o RAGONE RESIDENCE - CDP 03-067 I AJ 9%6E 4260L-$U/LT 11-29-O DATUM ASSUMED VERTICAL N/A MICHAEL H. SMITH DATE: / DATE: /D O A.P.N. 256-400-10 - EXP. 9-30-05 Wed, Apr 27,2005C:\Documents and Settings\The Mapsmith\Desktop\Mapsmith Projects on Desktop\04-129 Ragoni\04-129 Ragone revised.pro WORK PROJECT NO. DATE: 12107104 SHEET 2 OF 3 MS 04-129 LEGEND GRADlNGPLAN 10 00 S. D. R. S. D. = SAN DIEGO REGIONAL STANDARD DRAWINGS 9.17' LOT LINE 256�400� 10 017 PROPOSED EASEMENT TOP OF WALL 0.66' 255 PER PLAN MIN• 5.5" PCC PROPOSED CONTOURS I NOTE.- ANY DISTURBANCE FINISHED SO OVER 8" CL II BASE FA EXISTING CONTOURS O SUNSET ON ADJACENT PROPERT BOTTOM WALL TOP OF WALL ®'(J,�J DR PERM�5 A LETTER OF PER PLAN PERMISSION FROM PROPERTY PROPOSED DRAINAGE DIRECTION OMER CONCERALD. MASOARY PET. MASOARY RET. EXISTING EASEMENT VidyelE'S 3.00' 1.00' 2.00' WALL��t `: •..- .• WALL S�PER PROPOSED SPOT ELEVATION FINISIED GRADE y BOTTOM WALL EXISTING EDGE OF PAVEMENT Trr�l-TT-7777-rrr - r-,,,r _ _ _ FLOWLIAE - (= (=1�EI 1 I��rr Tjr CENTERLINE - / � � ° MATCH EX. PAVEMENT = ( =III=III=III III=III=III �\ 2Y.MlN. EXIST. GROUND �6 � PROVIDE SMOOTH -�- -�-� _ � � � I �� FINISHED GRACE EXISTING SEWER MAIN -r�--.___..___c, ,a GRADE TO DRAIN o ° r TRANSITION II III BOTTOM EXISTDNG GM EXISTING WATER MAIN - _ • • •� \'� � \, ° ®®®-_ ----------- EXISTING SEWER SERVICE . . I�1=1�1=1�I I�1=1�1=1�1=1I1=1II _ EXISTING WATER SERVICE W t t t ( PCC PAVi�cI� \/ /�/ ...: :.. _. ;.•• '.: _ :. - ' rT� �/��/� 7 - / //\ \/ _ • _ _ \ , / � i�,,//� \j\"\6,.. II\� -� -� - III- EXISTING WATER METER BOX 0 / t I ► 1 �NpEgT� 8�stro e� t t P2�!/q GY A?q/ Tgi.UE qd/O S qLL 1 9 PROPOSED DRAINAGE SWALE (� 1 Nor • Moog FU Wj h,01/T pMi� Q 1 I I // /i���/�\/ /� - - - = - PROPOSED D-40 RIP RAP ENERGY DISSIPATOR Q�O t _ f t 5X5' N0. 3 BACKING 1FT. THICK WITH FILTER o0 1 _ 1 t ! 1 I I I I SECTION T I� _A A FABRIC. td ! t / t JEC 1 101 V H-H /aLG S/TE C'A!N E COGLE�JE17 r t i I I O� ( I t t ! PROPOSED PET. WALL PER SDRSD C-2, C-3 6 C-6 BY THE �p ATMENrI/3AS/N I APPROX. LOCATION OF EXISTING 5.5Fr, ITACC Ki'Srt��vE �Er wgG[ I ° v I I SECTION, B- I i 1 1 // t - I C L t 1 t 1 I !t NOT TO SCALE DEEPEND FOOTING OR BUILDING WALL W/LL b/� c'6E ol/E,2 THE jDpp� OWSITE SEWEAGE DISPOSAL I Ay4eSf(ICr4le, IC IENG/c/EE� p i ( I I f ! J t t j PER ARC ITECTURAL DRAWINGS, SEP. PERMIT Tf/E K N✓ 2�T Gi/gLL /TH/� SYSTEM. SYSTEM TO BE ABANDpNED / CAIGUl1T�ONS. I I I NOT ITO SCA E I t t / t ! I °p 7 ' P COUNTY HEALTH STA RDG. / t I I l t ! ! J ! a f ! ! BROW D TCH PER SD D 0-75 TYPE B /n//CG Mq TAIt(/�NE yISJ�I / NLTA / o t .I} I i t ! ! SHEET ta2A�t/•9GE ,c�jTTE� / vANDONMF�lVT OF EXISTI STEM t �^� ! ft•v t J ! l l �� A 3 20 I t TO BE INSPECTED;AND APP,r�OVED B� 73.0 TWI `� I -7975-Tw I N, t J ! t /Aa p C. rTHE SAN DIEGO COUNTY HEALTH DEFT. 73.o EG 76.0 EG/Ww �` �Fl� CONSTRUCT f / 83.5tTw � � y� ; / / •1' 7' ! ! ! �/��''\ 2 ! t 72.5 TF4 755 TF •0 / eo EG/Bw ! ! y 1 ! ! - - ! d -f- _ to ce2. TF 3 °� 4t 1 LL�i4G I { TYPE C-6 WALLI / ! ! ti PvC�@ t7 `� a I i9 LF 4° f ' • ,i I ,. t ;. EXISTING 1'` WATER =I I PV @ 15.1A` •. i• cz METER TOE MAIN r -,B6 81 ••� ;J` +fir" r , • I ° 1 EXI�, ING CARP_ zx (o G I t F toy' 0.3 t I l 1 I AND ST 00� t , � D I fa I ! a ! f e9. IE ti STORAGE �2. i � t � t � t � ! I � � � � • r � ! 111! u �• �� t � � T� I T.e TM�NT 4.o FL s ! t I i I i o9 ° k sa.7s 98.9 t A I SASiA/ ! � [tit /'� 1 i t III) I 9 , a SAWCUT AND REMOVE .ZL ,t/EltlGC/6 I% ! ! 75 d oo ! IIII d �� I s �.• # k _ k / � l �oEXIST. A PAVEMENT r y�y7 4.5FL t t i I _ • r 7 t d t CAf T i Ili / I �- A•. o•. PROVIDE SMOOTH r • fgtJiSy Grl4r PAD 83 8� i T / / TO P "��ul 7 I ( �`, ! \ I I s t I I �� /3 LF � I N • TRANSITION 75.57k/ I X07`7 8W ! 1 I tt t { k �'L Ob t/ III L I�t"� / PVC 1b% 192 t • ! / t ! tl k » I t II I I 6 IE CONST. NEW STAIRS �EJJNST. CO "V" F 7 .5B ! l t • G ! I ! I I I 7 LF 47 ® B ( Gk1TTER PER DET. B • r f ,1 j I I I PER SEPARATE d/ PVC @/9% ! w of 25 7kt � w.0 � o ! c� t PERMIT I I I I ! / I . o� THIS SHEET. i i i I f •' 96.4 FS I' g d `` l G� F REMWE EX. "STAIRS G757&1 (0 _ ABOW I I t t c�`� / •• 7 des WITH]rN RIGHT OF WAY Y �$ 78.o Tw f k a Ala. ® / I I ! I t / t '• 99. F o ° f I I / � / Y � ��.�'7,sj: G2011•t/l] t I , �J 75.0 FG 1 t t l / r C • L: 99 6 FL Fpm G2.OBa/ P>MP77ZEgTNENT 4? ( 1 ! a� • 74.5 k i8 1 ✓ 1 T. 74.8 FP '96 e • FS I /j /f 83.00 FS-.11;'z S t f l 1 I 1 / Y �� ® /' EE I# { �� t •• r ' PROPOSED,' SIDE` FAMILY ; i °� 0 PHSiN . �, i • 1 ! p _ p• WALLS Ad f '/ GAR4GE t RESEE.' - : ° } •+� ' •X00 00, ( Waft SEGT/OAJ D-D h t 1�bo C ' EIXIST. IMPROVE S i 0r - I _ rG� I I I t tN �'� - y 1 e T REMOVED ! ��� I FF=r 83 (!� ! !�,, �' it/aA�E t t o k k t f t IND =1 D i �� �2 {s t 1 3 I ry' �' 1 A ' y ki / l I 1 .QO f ° t h � �H � .' t � � & a I o �I �� g . y .,. t l i I t i \ LINE OF SECOND ' •!f N m t h• 75.0 FG/81Y I - . 1 � t ! s 6ARAGE ! 1 ! / ® FLOOR ABOVE. 74. I ftPICAL) P a fg j t >�a I �, •� � -" a' t`'' ! Al ON$T �C a / x'� ` s P, ! I t d � !", .i °+ ° / •' ( I ,.,. ; DWY SIWAGE & ! / t p TYPE -6 ALL ' `70 IGO o R ' N I II I I t �rfpM f}' I� t I t. 74.5L s ' l ( X35 PLC / 8 CL.II BASE f 11 tI It DUPLEX'z -PUMP �\ II d, �' i •• , NINDIA,Nt. JOAMS PER / SYSTEtN°=�RATT Z S<�SD G-!0, 8 O.C. MIN. WITH GRINDERS & ALARM I ( II :CONST UOT t ! I9 cry. SYSTEM. ' 1 / 98.93 GRAPHIC SCALE 1 "=10 ' �` 4 TF �2 TYPE,C-6 WALL t ; rg� r � �� F�' �e � VATE coo . 1 t t 6" CONC. '� r r pq. t g5 I �s d X. ET. WAIL /n I CURB / GIA(, 1 1 BlILDIN ( WALL ti �' �,' t MANHOL 0 REMOVE II / ° t t i 2 4 1 1 I I e ,° 0� J t ! PER SEPRATE �"' b• REMOVE PION 0 10 20 30 y I t t 3 TA,� 570AI, i l f 1 I / \ PERMIT ; r F`' t �g� OF EXI . RET. WALL I EX. STEPS ! a' 1 TRENCH SURFACING TO BE PER CITppYF� ar j N / t I LCULf/TIA15. 1` "'t ( f / ► rt� lll / _� 83eo FS �' ENCINITAS o A�1'� I t i I i 8? 8 FS t / / I REMOVED STANDARDS ` �Y q. °• °. :t l d �c FS 916 #'S 95. f S 6 �9 aa� 96.91 FL IN •O l I t I e •xr � - Q ! 'p ! NATCH EDGE f r-• 1 �g Y 3 r ; 3 ' • it ff11GGVV � pP1 , .- .. ,�•<. - : �„ , °, -,r- ,r,-- .�---,.��,�'r-,°•,...,,• _, „a�,i ? ' �•�<'�" GUTTER f��-,- pFESS •!���p15 D�Gl B I 1 FET WALL # - - . 85.7 FL °a 95.8 FL 99: FL • . I CONST ' W DE QA IDN g� '- � I 1 ( s f ,_. SDRSD APRON.83=3 ' 1 i I I ! 3 // 1G�4 No. 65090 m 8. 26 ' I Ex 09/30/05 z i t j i BROW ITCH �qo I I t / �� r� r 1 98.85 FL - i I °o PER D-7� i ! t t+ f I 1 i I l i � � �� I MATCH Sl p. k 1 I l k Ci' 0 t� I �� F/ F� �� , 6 GUTTER 0 I i TYPE ! IA* o F F ' �ALEk 2 IA � I � `' 98.83 FL�0 I NEGl/ d�2fl�EG�/f1}� IAMr4EwvloeA5 SU/Z IYCE : 3, SG k I I O° i ° oo I k ° tt t t CON RUCT � f' a /F OF CA�IF� QEQu/ r, 7�EgJM T l�oLC%b1�: 1 I p 0 �ti' 1 k 1 1 CONSTRIITT i ! tt t TY C-4 WA C �QD� I I I 0.0 Fr K 3,4/00 sA _ /73 �F eW4 tat eED 1 TYPE C-� WALL I I 1 ! ;, f 4 i I A i I I L�S7G�cX T�"</TMEc1T, �.9sitt/ �'OGUr1,1E�3• kk kk ki � pQD� I I 1 i I 1 I 1 I 1 I III / t � '" �l4! I I 85 GI X 2 5 5� s�aErg7L,) elf. 5 k i k 11 1 I t 1i kk kk 1 i I i I 9 li! I I t f��Cam' a I I t I t � Z TF MICHAEL H. SMITH P.E. 858-259-2510 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT MHS MH MHS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0 . FINISHED FLOOR ELEVATION PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: OF THE EXISTING STRUCTURE HORIZONAL SEE PLAN /� DATE: DATE: �'�� RESIDENCE - CDP 03-067 5I)OZ64 DATE: 4 BY: BY:� '� ELEVATION = 198. 66 R. C. E. NO. 65090 DATUM ASSUMED VERTICAL N/A MICHAEL H. SMITH A.P.N. 266-400-10 017 Ell! REl<6/G4D%(I(i 0 EXP. 9-30-0 Fri, Apr 2Q2006C:\Doquments and Settings\The•Mapsmith\Desktop\Mapsmith Projects on Desktop\04-129 Ragoni\04-129 Ragone revised.pro WORK PROJECT N0. DATE: 12107104 SHE T 0 O MS9-t"1 0-129 I EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOE RAGONE AT (760) 944-1771, 24 HOURS A DAY. I 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL 4 BY 4 IN (10 BY 10 CM) THE POSTS. THE WIRE FENCE AND EXTEND IT NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE A TRENCH UPSLOPE FROM AND EXCAVATED SOIL. CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF ALONG THE LINE OF POSTS. INTO THE TRENCH. TEMPORARY DEVICES WHEN RAIN IS IMMINENT. � I 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. FILTER FABRIC Ilf/ 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER / / / -��/- f' I ja = WIRE AFTER EACH RUN OFF PRODUCING RAINFALL. RUNOFF TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CO TROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO -� 4 IN (10 CM) UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES GAP BETWEEN BAGS DETAIL: GRAVEL BAGS DETAIL: WHICH MAY ARISE. DETAIL, ACTS AS SPILLWAY : ,JILT FENCE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CON ITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPR VED GRADING PLAN SHALL BE INCORPORATED HEREON. 1 ( ( f B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK f DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) . SILT ( ) ) ( ) ( ( ( ( ( o p 1 AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE ( faPEROX. ( � �+y � xj ��)r EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) RIOR ' ) TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WIT "i, S TE icFiLAGE ,rrSPOSAi °r 1 ,' S4S,TLH SrEr� n0 Sr" 1(3A7�'GU?d 1 ( ; - , ) I y ( f / t i { / f PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 5. 023 l f`' } r ) i. INSTALL S�TLT / ( ( I OF THE ROSION AN SEDIMENT CONTROL HANDBOOK OF THE STATE ( >' P73 COUNTY HEA' Tt? S7AN tom, 1 1 � I t ) � / ; l ! d � �"° � , OF CALL ORNIA DE RTM NT OF CONSERVATION. Ar°`Jv: fi^ o= , t Y .,_ e ( n' 3 { �.' a FENCE DETAILS e r f ._._r ; POD? CCr�f lu} r.� STA`L T r i r ^� 7�,} � � �t ,. :` r}, _ i H S T f �A / � / J j ! 4P PJL 0 5> � i11r , +? '. �c r. Y tffJ7.,lk) L� - 1 u _, _._,.... E C�..._. a. i r ;c-n„f l / a t _ / j T' '1 rL 3f Ta'''r FE CE PER, ,THL t , H1: EG 8N ? .r EG/l3W ''. r G fv r„ rt;1 fc x� [ .�},� T�, i �`�� t.' `� f In' P` Y LV FROM C' F r C,° �;h1 sViiAS ! _. / l 5 rA ._ to I I 3 y �p ? 1 4. � ��..� s /N62 -06 -I68--E 230. � - f 79.V IE f '$ 3 i`µ ••h. °f*�.a, t.�. .x,.._. �' M1 '� .�...."� .A �..m...a..,._..�, > 4 , Y. - ® d t f + ?r t } $ �''try� p C3�� f } ' ,•,-r :d,- .�,< ,.; _ r' _• . : ' P - �• ,xS "• '`' - 3 ' @ 15.1 ° fi t � hkf_��R i�0 �R+�r=1,.Ct"t' � � � ��\ � � � E � , EXISTING GARAGE � „99 AND STORAGE j \ ( rD REMAIN IE r r s I , I t y> < ) Sri tJ'' U'L PROVE I t=S `r� A. [� COEXIST. JA ' f r'��`EMFls+7 ik Y AL s I 1 ' f � - iPAA51 h7�i 1 ROSEED NOTES --� } t i 5 a : )T. r7ER PER t7F1, B E. HYDROSEED. v � C' LF j.. V i . Hydroseeding shall be applied to all slops that ;; ) ✓f `k f. '` are graded 6: 1 (horizontal t; ( - ! ;° Na ' E: '. `arAIRS' to vertical) or steeper when they are: °"° ( r} - a . Three feet or more in height,a PI r Or SAY b in fill a eas . Five feet or more in height in cut are -s unless slope is not subject to erosion due to the FL erosion resistant character of the material as t ((( approved by the City Engineer . - f ( 2. Irrigation forstheegro th of 3• mix shall consist of all the •_ jgg _ the hydros CD 1= ( _ a I Z ! r t� fodllowingin ,o I ) , co 1 � a . Seed mix shall consist of no less than M J( . �. . _ _. =. . •� • -:,..,n,,= � 2. 20 lbs . per acre of rose clover u? ,/� � y r_ y o Qr 20 lbs . Per acre of zorro fescue a / ) 3. 3 lbs . Per acre of E school cia ca ifornica c r e,...;z �, - _ - ` `� �' , � > ` ;- � ;" `'� t �� "� �� � re of achillea millefo is ` 4. 4 lbs Per ac � lbs . Per acre of alyssum 3 (carpet f snow) 6. 1/2 lb . Per acre of dimorpholeca fl ` 7. Items c, d, e, and f of this subsec ion may be omitted on locations where the area being „,4 ( + ��?� _ _ . _, > � �, ,,,, _' • � � „ } � � f l'�r f p hydroseeded is not visible from either a public street or residential structures . � B. Its ' _ f m a of this subsection must be inoculated k a nitrogen fixing ria and lied 1 1 ( with dry either bacte app r ,� y her by drilling or broadcasting r.- r9 before hydroseeding . , 98.93 F 9. All seed materials shall be transported to " i1 �✓ l, � / � _„ ,. >- the jobsite in unopened containers with I _ . . s:/ 1 7r Y3ltihl.- the } c J §� T � , .-_ , -�,, .✓� +•. �(: �,� 3 ., -� California Department of Food and t I ,ter„•i s iJ., { t k�.r. � -.�. / 4 I 1 r rtl` :! � � .S"':. , ,�; � �, r+ r ,/� ✓� r� ,,- �. 5, 4,� i" � �s;��' ,•'� �uf Irj z 1 Agriculture certification tag attached to, or - a r printed said containers . 7 4 10. Non-phyto-toxic wetting agents may e d 1 1t Skl�ff Ff_i. Wht_f to the hydro slurry at the discretion eof ;REiNCH P, 5 Ff`,Ci:r4O the contractors 9 A t „ _ EP C rv ,, r, b . Type 1 mulch applied at the rate of no a r t IPL, EjV hd1TA bed : V �N y ,- , less than 2, 000 lbs . Per acre . T yy� o a .. ._ �/4:.. , .. ;.. .;' r_- s �,�-� r A;�JLA1-ri. Y P e 6 mulch x , I x } , } _ �, � ,_,� �, w -f � ., �, = 1 n � ,� `� (straw) may be substituted, all or part, for / ;r `` hydraulically applbed fiber material . hen used i t must be anchored to th slope l •..,.,,, � ;_ �* . f : r � by mechanically punching n than r _ Y x v'` d'-,' �- „ 0 �! i�x �;,, �4, � �, � %~ , �`�: � fir. + �� '✓ L the straw�; � . �'_.. , 'v`'��'< �' ' ,r ,z-� � ��� ,�0��� �,, , �,. �r � , . �- into the soil . r. ,;: n _ f �. �' ���r' ����� " � � } .1 r S� , - c . Fertilizer consisting of ammonium BEAU H LINO _ / a °� r :.., ..,,. � p '. phosphate - - -- t _ ,i "` sulfate, su fur - . ., Cvht� ;rr Jr r „•, ,,. � -.: r .. . . eE .:: . _, ! r A(:�i V PF 0, with 15% /- _ .__ _ - - r= ' , x�€i IJU r aPPlPed at the rate lbs . Per acre . r r 1 , L: :., ,3 f 4. Areas to be hydroseeded shall be prepared prior to J , a , hydroseeding by: ' f 62 °05 ' 05"E B. 26 ' ) (? ! ! n gay 33• a ' 4 A.=' sS� _ c d r $ " z a . Roughening the surface to be planted by any or d €'€ INSTALLS t ( ' ` c ; x �' a, , _ f - a combination of: r r, ., e r, ->.-� y, ,s i ,'; y>y, I'm,iCq E;' R ' I ) I s t, , I o\ ry y' r i . Track walking slopes steeper than 6: 1 . _ FEkE PER DEWLS t , PER :5t + t1-; , \ ,°r r I �: t ' THIS SHEET (hCytiyJ �t �c, L 2 V F r j, / ` r .8 '� ) 2. Ripping areas that will not break up using FES v "a 1 o a� s % �� ��; rta: _' 98.83 FL item i above . I ( l � ,. j J o p r, f g b . Conditioning the soils so that it is suitable E+.?rJ fiP� (yw ,., r t for planting by: 7v -� At ° -° �, °i ` t r 1 . Adjusting the surface soil moisture to { GRAPHIC SALE 1 "=10 ' 1 1 �. , 1 I, Y, _ �� WA t. € I r provide a dam but not saturated seed bed. } ) I z , (; / r ,r • ':" 2. The addition of soil amendments, ph W" Np. 65090 t) 1 ( );( ( ( 1. ��� �� � adjustment, leaching or covering saline $ r Exm 09/30/ 5 l r f`T soils to provide viable conditions for t 4 t P 10 ( 20 i 30 t 1 1 ) } ) growth . ( CIVIC �' ( , RCf(0 0 Hydroseeded areas shall be maintained to provide a I 4 ( � ` t } F N®vat 10,su . G, CH, SW� la vigorous growth until the CA�1 OICHAEL� H. _MITH P'. . i � , \\ ( 1CrS�9� Al ` �� landscaped or, for areas wherreehtdroseedinneis lthe k ' 858-259-29,10 ; ( ! � l ( permanent landscaping, until the is completed 1 project p 22 � and all security released . REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS MR) CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO . FINISHED FLOOR ELEVATION PLANS PREPARED UNDER THE SUPERVIS�ONI OF RECOMMENDED ,gppR EROSION CONTROL PLAN FOR: OF THE EXISTING STRUCTURE HORIZONAL SEE PLAN DATE: yl D5 BY: BY: ELEVATION = 198. 66 VERTICAL NIA R. C. E. N0. 65090 DATE: S/4/ oS DATE: MAR TIN RESIDENCE - CDP 3 9209-0 DATUM ASSUMED M CHAEL H. SMITH A.P.N. 256-400-10 ��� D) � EXP. 9-30-05 Wed, Apr 27,2005C:\Documents and Settings\The Mapsmith\Desktop\Mapsmith Projects on Desktop\04-729 Ragoni\04-129 Ragone revised.pro WORK PROJECT NO. DATE: 217105 SHEET 3 OF 3 MS O4-174