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1999-6038 G (Plans) *f . LEGEND - M NT PLANS ITEM STD. DWG � SYMBOL Ni !j BLUE P __ NI ..................... .......................::'I<... .�� �..... NI � SUBDIVISION BOUNQARY.. ......................... .......•....... ...... QuAK LINES, R/W ........................... ................................................. ........ cAR , — p p— ��� CUT SLOPE A (2:1 MAX /NCUNATION). ............................................................... ............................... — L- - - - -1— __ LEUCADIA LEUCADIA ouvEN�AfH RD• � I� WORKS �.n as Roncn SHALL RETAIN A LICENSED SURVEYOR TO RE ESTABLISH AND RECORD THE FILL SLOPE ..................................... ............................... .... - -- 1 (2:1 MAX INCLINATION).. .... .... "'•'•'•'- 'fiEN' PACIFIC OCEAN �°• LCWD SEWER NOTES '�" goo EXISTING CONTOUR oR �r 21. LENGTH OF OPEN TRENCH SHALL BE UNITED TO 350 FEET, INCLUDING FINISH CO. NTOUR ........................................... ............................. ................... I ...»... -•-»» �'"�"` MTM VISTA 1_ N 1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE PPL.;ANT, s. EC UNLESS OTHERWISE APPROVED IN WRITING + RRECTION OF ERRORS AND OMISSIONS DISCOVERED - DURING OR BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE C� /�� LINE ...................... � � 0 PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR COLLECTORS AND LATERALS, � - -" LAS elw, I THE CO CONCLUSION OF EACH DAY 0£ WORK. ....................�~.�..���� — N .. ...............'............... —— — NI ENCINITAS �� AFTER CONSIR UCTIO 1 ` N TS - DAYLIGHT LINE /OMIT OF GRADING. - ----•• 2, ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO 22, THE CONTRACTOR SHALL PROTECT AL SURVEY MONUMENTAT70N. IF ANY 11 SITE THE LEUCADGA COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND TO SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC— ENHANCED ENTRY HOROSCOPE (DETAILS PEI? LANDSCAPE PUN)......»........». •»- •• -»--. CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MONUMENT CHANGE PER STATE LAW. VICINITY MAP MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LCWD SEWER 23 A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED SPOT ELEVATION .................... .�.... --- --•- STANDARDS GOVERN. 3 OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES STORM DRAIN (PER /MP. PUNS) ........ ... ........................................... •- ...... •---.•.•~�••.'•"' °°_ --- LEGEND O F ABBREVIATIONS SHALL BE FOLLOWED AT AL TIMES WITHOUT EXCEPTION. 24. SEPARATION OF SEWER/WATER AND SEWER /RECLAIMED WATER SHALL DRAINAGE DITCH ......................................................... D- 75*. .......... - •- »•- »-- --- ---- ----- - ---- -• 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & J. COMPLY WITH LCWD STD DWG S -2 AND WITH AL COUNTY AND STATE RIPRAP ENERGY D/ SS/ PATOR TC TOP OF CURB- ST. HEALTH DEPT REGULATIONS. ........................... D -40, TYPE 1.... ............................... G8 GRADE BREAK RT RIGHT DOCUMEN7S-0N THE JOBSITE AT AL TIMES � � • ow BEGIN VERTICAL CURVE L-T LEFT 5. THE CONTRACTOR SHALL GUARANTEE AL WORK FOR A PERIOD OF ONE 25, CONNEC77ONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE E4C END VERTICAL CURVE TW TOP OF WALL YEAR AFTER THE DATE O£ FINAL ACCEPTANCE BY LCWD . NEW SEWER EARTHEN A �" " " " " " " " " " " " " "�'�'� � -- ���• *��••��- �•�-�•••�••��� AND SHALL REPAIR DONE IN THE DIRECT PRESENCE OF THE LCWD INSPECTOR �-- POINT OF INTERSECTION 7F TOP OF FOOTING SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER HYDROSEED ......................... .......................................................... .............. »................ . m OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP ONE YEAR PERIOD WITHOUT EXPENSE UNTIL T FINAL ACCEPTANCE OF ST UPSTREAM WORK BY THE LCWD BC BEGIN CURVE FL FLOW LINE AND /OR MATERIALS WITHIN THE D ' EC END CURVE N.T.S. NOT TO SCALE FINAL LANDSCAPING ................. ............................... .................... ............................... ., HIGH POINT CTH CEMENT TREATED BASE WHATSOEVER TO LCWD. INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. • • • LP LOW POINT CDS CULL -DE -SAC 6, QUANTITIES SHOWN HEREON NOR � WD GUARANTEE THE ACCURACY 26 • � SCE LITERALS Sf�iAtl BE LOCATED AT RIGHT ANGLES TO THE MASONRY RETAINING WALL ..... ............................... C -4** ......... .........................„..... NEITHER THE PRIVATE ENGINEER SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LCWD ON THE IRRIGATION SLEEVES ...................SEE 15r - Crl 1► JrPrr _ •_ FL FLOW LINE PCC POINT OF COMPOUND CURVE OR COMPLETENESS OF THE SEWER QUANTITIES. PLANS FS FINISHED SURFACE CONC. CONCRETE PROP PROPOSED PVMT. PAVEMENT 7, PR/0R TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP 27 A 2 —INCH HIGH ''S' SHALL BE INSCRIBED ON THE CURB FACE AT EACH. DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES S477SFACTORY LA�RAL LOCATION BY THE CONTRACTOR. * AS MODIFIED PER DETAIL SHEET 3 r WORK SH�AI L NOT COMMENCE UNTIL SUCH MATERIALS ARE ** UNLESS OTHERWISE NOTED ON PUNS (RCP SPLIT FACE MASONRY SLOCK,COCOR PADRE ORM") OWNERS / PERMIT'I'EES LEGAL DESCRIPTION 70 APP BY LCWD. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP Tr1 A 2" COPPER TAG TIED AND SOLDERED TO ENCINITAS TRACT PRIVATE SURFACE IMPROVEMENTS B BEING A SUBDMSION OF LOT 75 OF CRY OF E ARRATT AMERICAN INC., A DELEWARE CORPORATION 6, UNITS 4, 5 AND ENCINITAS, 8. PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR SHALL BE THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE NO. 94 -06 6 IN THE CITY N 6" ABOVE GORTE DEL NOGAt COUNTY 06 SAN DIEGO. STATE 6 CALIFORNIA ACCORDING TO FURNISHED THREE' SETS OF CUT SHEETS AND SHALL COMPLY WITH LCWD PAVING SUBGRADE WITH FINAL LOCATION JUST BELO PAVING. THE` TAG 2035 2035 8A0, CA L NO MAP THEREOF N0. GO, FILED N THE OFFICE OF THE STANDARD SPEC SURVEY REQUIREMENTS OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE RIGHT OF WAY /LOT LINE - - - - - - - - - - - - - - COUNTY RECORDER OF SAID COUNTY ON SEPTEMBER 4, 1996. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED�4T THE POINT OF EASEMENT LINE COLA 9. PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS CONNECTION 777 '77 NOTICE TO LCWD PRIOR TO CONSTRUCTION. 29 ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TYTPROTECT PIPE, A. C. PAVING REFERENCE DRAWINGS TOPOGRAPHY 10. No WOW SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN JOINTS, LINING, AND COA77NG. THE PIPE SHALL BE CAREFULLY BEDDED To CURB & GUTTER* G -2, G - 6 OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE PREPARED BY R.J. LING & ASSOCIATES SHALL BE PROTECTED AGAINST FLOTATION AT AL TIMES. OPEN ENDS OF 3661 -1 IMPROVEMENT PUNS 2832 WALNUT AVENUE APPROPRIATE AGENCIES PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PEDESTRIAN RAMP TYPE 'A' d` '�'� G -27 3526 -1 IMPROVEMENT PLANS WATER IMPROVEMENT PUNS TUSTIN, CA 92680 f f. CONTRACTOR SHAL G— 12 L CONFORM TO LABOR CODE SECTION 6705 BY PROGRESS. SUBMITTING A DETAIL PUN TO THE DISTRICT ENGINEER SHOWING THE SO DESIGNED AND SHALL CROSS GU77ER* 4800 —I DATED. MAY 13, 1999 DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE 30, PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND THEN BE LIMITED TO LESS THAN ONE —HALF OF THE ANGLE RECOMMENDED OWNER'S CERTIFI DURING TRENCH EXCAVATION AND PIPE INSTALLA TION THEREIN. THIS PUN BY THE PIPE MFGR. CONCRETE SIDEWALK* G -7, G -9, C - MUST BE PREPARED FOR ALL TRENCHES FIE FEET OR MORE IN DEPTH. IF 31. SEINER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCWD SENDER � I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL THE per/ VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED STANDARDS WATER JETTING SHALL NOT BE ALLOWED. BE RETAINED SUPERVISE OVER ALL GRADING ACTMTY AND ADVISE ON THE COMPACTION BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE E -1, E -2, M-21 °' ' AND STABILITY OF THE SITE COD THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A 32, ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS STREET L IGH T (1 COW HPS) O I HEREBY AGREE TD COMMENCE *VRK ON ANY IMPROVEMENTS SHOWN ON THESE PUNS WITHIN Copy OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LCWD EXISTING CITY RIGHT OF WAY WITHIN 60 DAYS�AFTER ISSUANCE OF THE CONSTRUC110N PERMIT, INSPECTOR�RIOR TO EXCAVATION 33. J0� MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. H WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, CONCRETE TESTING BY LCWD WILL BE AT CONTRACTOR EXPENSE. STREET LIGHT CONC. DRIVEWAY APRON* G— 14A G— 148 AND TO PURSUE SUC THIS PROJECT OR N?RESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCL47ED WITH 12, ALL SEWER FACILITIES SHALL BE INSTA /N DRY EXCAVATIONS AND * COLOR—OMAHA TAN (DAVIS (DAMS COLORS ILLS 5484) UNDER MY CONTROL TRENCHES CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING 34 ' COM AT TIME PLACEMENT PRODUCTS, OR APPROVED OWNER: HARRATT AMERICAN H INC CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING . PLACEMENT EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE 3: ADDRESS: 2035 CORTE DEL NOGAL, CJ1RtSBAD, CA 92009 AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE ALL PIPE ZONE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 PRIVATE DRAINAGE IMPROVEMENTS �- APN. 254 - 611 -07 09 & 10 MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE _ _._ � ..... :: .-:- FUTURE SHALL 9E ENCASED IN GEOTEXTILE MATERIAL. SUITABLE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL EXIS77NG STORM DRAIN j/d O GEOTD07LE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER D -60 _ --- Z CONE SEC770AM AND RING SHALL SIGNATURE HAVE � FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING 35. JOINTS BETWEEN MH BASE, SHAFTING, STORM DRAIN PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER HAVE A 2" BY 2' BUTYL RUBBER GASKET PLACED WITHIN THE FULL` SHALL NOT BE ALLOWED. CIRCUMFERENCE. GASKET SHALL BE CPS - 210 BY PRESS - SEAL GASKET CORP., CURB 111N� T TYPE 0 8' f) _ — SOILS ENGINEER CERTIFICATE OR APPROVED EQUAL CLEANOUT TYPE 'A-4 D -9 ENGINEER IN THE STATE OF CALIF ORNIA. PRINCIPALLY f3 THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON ! ROBERT A. TORRES, A REGISTERED CN1L _ THESE PUNS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE 36. ALL MANHOLES SHALL BE VACUUM TESTE 1) BEFORE BA D- D CKF)Ll. 2) AFTER NG AND R. TO BEST OF THE PRIVATE ENGINEER'S BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR WING -TYPE HEADWALL D DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING PRIVATE ENGINES STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY KNOWLEDGE, THERE ARE NO EXISTING U77LMES EXCEPT THOSE SHOWN ON QAMAGE AFTER BACKFILL PUBLIC WATER DIRECTION BETYMEEN—THE DATES AUGUST 1998 AND SEPTEMBER 1998. ONE COMPLETE COPY OF THE THESE PLANS ATTENTION lS CALLED TO THE POSSIBLE EXISTENCE OF OTHER LOW PRESSURE AIR STUDY WITH MY RECOMMENDATIONS, HAS BEEN S TESTED, AND TELEVISED AT INS APPLICANT /CONTRACTORS EXPENSE PRIOR THE CONSTRUCTION OF PVC SUBMITTED TO U77LMES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM 37. ALL SEWERS AND LITERALS SHALL BE WAYNE BALLET, N SOILS REPORT COMPILED FROM THIS WATER A�tAn"iI5 (SIZE & CLASS AS W01'ED) THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND THAT SHOWN ON THE PUNS. THE CONTRACTOR SHALL TAKE DUE To CONSIDERATION FOR FINAL ACCEPTANCE BY LCWD. AIR TEST SHALL BE CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE YESS/p PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN W THE DONE AFTER CONSTRUCTION OF ALL 07HER UTILITIES AND UTILITY THE CON57RUC770N OF G41F VALVE ASSEMBLY w BEEN INCORP IN THE GRADING PLANS AND SPECIFICATIONS. �¢ PUNS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN LATERALS. �� �,�`� A. T, ;9_ 14, APPROVAL OF THIS PUN BY LCWD DOES NOT CONS7ITVTE A 38• AL SAS AND LATERALS SHALL BE IN PUCE AND SHALL HAVE FINAL THE C`ONSTRUC7TON OF FIRE HYVRANT ASSEMBLY i�M4 �t 'R w �— DA �° �mTT a A REPRESENTA770N OF THE ACCURACY OF THE LOCATION OF OR THE AppRpV,AL BY THE LCWD INSPECTOR PRIOR TO PAVING. SIGNATURE — N EXISTENCE OR NON — EXISTENCE O� ANY UNDERGROUND OT&Y, PIPE. OR • 31 — EXP. STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 39, LCWD ACKNOWLEDGES THAT A PRIVATE SEWER PUMP STATION WILL OR COMB /NA170N AIR VALVE ASSEMBLY THE CONSTRUCTION OF MANUAL AIR RELEASE A��SEMBCY — M --- ---- -- R.C.E. N0. 430 77 EXP. GU7F 3 9� % c1v1�- o �� BE REQUIRED FOR LOT I Z THE OWNER SHALL BE RESPONSIBLE F0J1~ 15. CONTRACTOR SHALL N077FY UNDERGROUND SERVICE ALERT (800) 422 -4133, MEETING AL BUILDING, PLUMBING, AND ELECTRICAL CODES AND � ND L N DE CLARA TION -- ------ ION OF RnPON SIBLE CHARGE � ° F � R EQUI RED I TRENCHING. LAW ALL UTILITY CROSSINGS SHALL BE POT HOLED CITY OF ENCINITAS REQUIREMENTS WITH REGARD TO MIS PUMP P /OxP / - OxFLG TEE W/ELG G47E VALVE � iJE PRIOR STAT70N. THE CONSMUC77ON OF 2' BLOW -OFF ASSEMBLY N0.04m N I HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED 16, CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STA I& �• AL DESIGN, MATERIALS, AND CONSTRUCTION ONFORM TO THE LCWD SEWER STANDARDS AND ]O THE U WORK SHALL 04 RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, S AND PROFESSIONS CODE, AND THAT THE DESIGN TF'ENCH SAFETY AND CONFINED SPACE ENTRY. IS CONSISTENT WITH CURRENT STANDARDS. FOR PUBLIC THE CONSTRUCTION OF 1' WATER TANDARD SPECIFICATIONS BUSINES REQUIREMENTS OF THE S I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS 'AND SPECIFICATIONS BY THE CITY OF WORKS CONSTRUCTION AND THE REGIONAL STANDARD DRAWINGS, SERVI CE ASSEMBL OF CINMAS IS CONFINED TO A .REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF 17. SOILS REPORTS SHALL S ti11 ENCH BA L WAS TED * � ENGINEER WITCHC MOST CURRENT E0/770NS. 1N THE EVENT OF CONFLICT WITH REGARD THE CONSTRUCTION OF AL P/0 CROSS TIES FOR PROJECT DESIGN. BY THE SOILS ENGINEER !N ACCORDANCE TO SEWER, STANDARDS SHALL GOVERN. _ V DIRECTED WITH ON SITE R THE N MY RESPONSIBILITIES PRIVATE ROAD IMPROVEMENTS, AS SHOWN ON THIS PUN SATISFIES THE EARTHWORK SPECIFICATIONS AND THE LCWD STANDARD SPEC. THE CONSTRUCTION LCWD SEWER OF CAP ASSEMBLY CE I RTIFY THAT THE P — 171 AND THE UIREMENTS As STATED IN THE FINAL NOTICE OF APPROVAL FOR CASE NO. 98 18. SEWER ELEVA77ONS SHOWN ARE INVERT ELEVATION (l.E:), INSIDE BOTTOM LEGEND "AS BUNT" R+EQ DARDS FOR PRIVATE STREETS OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO NOTE' CENTER OF MANHOLE. THE PROPOSED GRADING IN LAUREN PUBLIC SEWER QU =1 AAt- 5tff1ofF -S� SYMBOL - �GOCf / /36oc�• P.E. 4d6 EXf OR 0 _-0 4 DATE � T.WRE DATE f9. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWG DISTRICT 07L REQUIRE HIGH - LINING OR PROPOSED 8' SEWER MAIN S -11 R. E. N0. 48670 EXP. RATE: 6 - - ENGINEER IN WRITING PRIOR TO CONSTRUCTION.. SPECIAL CONSTRUCTION PER (ieA LEA —3 RENEWED BY. 20, CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF OLIIVENHAIN MUNICIPAL WATER PROPOSED SEWER MANHOLE S - S - / Q y , WORK TO BE DONE CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE DISTRICT DIRECTION. EXISTING SEWER WORKS ENGINEER. THE PRIV ATE ENGINEER SHALL PROVIDE ACCEPTANCE OF THE 4" SEWER LATERAL S -17 J'7EAlBiE•� ALL WO RK TO BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLC LCWG FOR RENEW -AND APPROVAL PRIOR TO FINAL y ON GREEN BOOK T. INSPECTOR �� CONSTRUCTION, LATEST EDR7 , THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO PROJECT ( ) SPECIFICATIONS FOR PUBLIC 'WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO ENCINITAS REGIONAL STANDARDS COMMITTEE), THE FIRE DEPARTMENT THE STANDARD w W SAN DIEGO REGIONAL STANDARD DRAWI NGS (LATEST EDI NHAIN MUNICIPAL WATER DISTRICT ENVIRONMENTAL DATA EARTHWORK IMPORTANT NOTICE AND THE STANDARDS AND ORDINANCES OF THE CITY OF ENCINITAS LEUCADIA COUNTY WATER DISTRICT OLIVE e WATER SYSTEM APPROVAL NA TU RAL SLOPE ONSITE = 75.10 CUT 60,0(7 Cy SECTION 4- 216/4217 OF THE GOVERNMENT CODE PUBLIC SEWER SYSTEM APPROVAL POTABLE 1. STEEPEST EXISTING NA U Q9' OfESSIO N APPROVES BY: DUDEK AND ASSOCIATES, INC. (OMWD W.O. # 555800) FILL 60,000 Cy REQUIRES A DIGALERT IDENTIFICATION NUM * BER = No L . '< : BOYLE ENGINEERING CORPORATION 2. MAXIMUM VERTICAL DEPTH OF CUT = 17 BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL NS AKER ASSOCIA TESSA N DISCO iNG DIS TRICT' S , ���,�< v / � y � APPROVED BY EXPORT 0 Cy CONSULTING ENGINEER BE VALID. FOR YOUR DlGALERT I.D. NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText i I s GENERAL A TES (FIRE) GRADIN 1. INSTALL "BLUE DOT" REFLECTIVE FIRE HYDRAId� MARKERS 4" TO 6" FROM PL CENTERLINE ON HYDRANT SIDE. 2. IMPORTANT - WHERE UNDERGROUND WATER MAINS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE WITH HYDRANT(S) LOCATED AS DIRECTED BY THE ENCI.NITA5 FIRE DEPARTMENT PRIOR TO CONSTRUC WORK. FOR ANY QUESTIONS, CALL FIRE PREVENTION (619) AS A c 633 -2820. 3. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS ON SITE, WATER AND SEWER SYSTEMS SHALL SATISFACTORILY PASS ALL REQUIRED TESTS AND BE CONNECTED TO THE PUBLIC WATER AND SEWER SYSTEMS. IN ADDITIONAL, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE _ ADEQUATE, PERMANENT ACCESS GOT EMERGENCY VEHICLES. THE FINAL LIFT OF ASPHALT SHALL NOT BE INSTALLED UNTIL ALL OTHER CONSTRUCTION - - ACTIVITY HAS BEEN SUBSTANTIALLY COMPLETED TO THE SATISFACTION OF � THE C! TY. J 4. LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVED FIRE SPRINKLER PLANS. 5. ALL DESIGNATED EMERGENCY ACCESS' ROADS SHALL BE POSTED " 12 CO VERAGE TABLE PURSUANT TO FIRE DEPARTMENT STANDARDS. \ / LOT IMPERVIOUS SURFACE ACE 21.5% 4 6. ALL TWO- WAY TRAFFIC AISLES SHALL BE A MINIMUM OF 24 FEET WIDE, / PROVIDED AND MAINTAINED FREE AND LOTS PLANS COVERAGE AREA AND EMERGENCY ACCESS SHALL BE HERE AR A MINIMUM OF 24 FEET WIDE AT ALL TIMES DURING CONSTRUCTION IN /U g AAVE, 1 1 33.2% 5150 SF CLEAR WITH. FIRE DEPARTMENT REOUIREMENTS. p �_ -= O ACCORDANCE 2 5 34. % 44160 SF 1 Ma iNE 3 3 445 SF %� I R SW ALLO WT AIL 4 5 273% 5320 SF 7. ADDRESS NUMBERS SHALL BE CLEARLY VISIBLE FROM THE STREET �i _ EN FRONTING THE STRUCTURE. WHERE STRUCTURES ARE LOCATED OFF A ` I 3 cARrs DR. 5 2 32.7% 4590 SF �I 6 3 31.4% 4100 SF ROADWAY ON LONG OR/ VEWA YS, ❑ A MONUMEN T SHALL BE PLACED A T THE r� 5 7 4 33.7% 4672 SF ENTRANCE WHERE THE DRIVEWAY INTERSECTS THE MAIN ROAD W4 Y. I SITE PERMANENT ADDRESS NUMBERS SHALL BE DISPLAYED ON THIS MONUMENT 8 5 36.216 5195 SF MINIMUM FIVE (5) INCH NUMBERS FOR RESIDENTIAL AND EIGHT (8) !NCH 1 9 3 34.4% 4165 SF - - 1 _ _ 1 1 1 3 30.2% 4111 SF 2 41.7% 5175 SF MINIMUM FOR COMMERCIAL. ' 11 GA TES: ALL AUTOMATIC TIC GA TES ACROSS FIRE ACCESS ROADWAY SHALL S I © aAaFlC tEUCwu 8 \ 16 OCEM 12 4 21.2% 5640 SF BE EQUIPPED Of TH APPRO `VED EMERGENCY KEY OPERA TED SWITCHES OVERRIDING ALL COMMAND FUNCTIONS AND _OPENING THE GATE. GATES 5 13 1 37.0% 4850 SF 14 2 36.0% 4710 SF ACCESSING MORE THAN THREE (3) RESIDENCES OR RESIDENTIAL LOTS SHALL 15 5 39.4% 4775 SF ALSO BE EQUIPPED WITH APPROVED EMERGENCY TRAFFIC CONTROL 16 1 44.0% 5150 SF AC77VA TING STROBE SENSOR(S), WHICH WILL ACTIVATE THE GATE ON THE APPROACH OF EMERGENCY APPARA ALL AUTOMA TED GATES MUST MEET FIRE DEPARTMENT POLICIES DEEMED NECESSARY BY THE FIRE CHIEF FOR 3 2 , RAPID RELIABLE ACCESS. 9. AUTOMATIC FIRE SPRINKLER SYSTEM - AN AUTOMATIC FIRE SPRINKLER a SYSTEM SHALL BE IN-5 ALLED AS PER N. F. P. A. 130, THE MOST CURRENT - - - ED177ON SHALL BE USED (WITH SOME EXCEPTIONS AS NOTED BELOW, AND VICINITY MAP THE ENCINITAS FIRE DEPARTMENT POLICIES. DETAILED SPRINKLER PLANS NOT TO SCALE SHALL BE i PRIOR TO PERA41T SSUACE. FIRE PREVENTION BUREAU FOR APPROVAL � � LEGEND OF ABBREVIATIONS SKEET INDEX KE Y _MAP GENERAL NO TES (PLANNING): , TITLE SHEET NTS c TOP D OF CURB B RETURN 1. PURSUANT TO PROJECT CONDMONS OF APPROVAL A-ND MUNICIPAL CODE _ SECTION 30.16.010. C5, TWENTY FIVE PERCENT OF THE -L OTS WITHIN THE 2 LOTS 1 -6, 15, 16 BOUNDARY TG TOP OF GRATE GB GRADE BREAK SUBDIVISION ARE PERMITTED A REDUCTION TO THE 25 -FOOT FRONT YARD 3 LOTS 7 -14 LOT LINE BVC BEGIN VERTICAL CURVE SETBACK REQUIREMENT. FOR THE R -3 ZONE HOWEVER, NO STREET SETBACK EVC END VERTICAL CURVE TO THE GARAGES SHALL BE LESS THAN 20 FEET FOR FRONT ENTRY ROW LEGEND G ARAG ES PV1 POINT OF INTERSECTION GARAGES AND 15 FEET FOR SIDE ENTRY G GES CURB BC BEGIN CURVE SHEET NO F31 ITEM S YM_ BOL EC END CURVE 2. COLORS AND MATERIALS OF RETAINING WALLS PER LANDSCAPE PLANS. HP HIGH POINT � I LP LOW POINT 3. DETAILS AND COLORS OF DECORA T1 VE STAMPED CONCRETE PER FL FLOW LINE LOT NUMBER 1 � ST STREET LANDSCAPE PLANS RT RIGHT 4. ALL DRIVEWAYS AND AND WALKWAYS TO BE COLOR OMAHA TAN. ARCHITECTURAL COLOR SCHEME LT LEFT TW TOP OF WALL 5. FOR PROJECT WALL AND FENCE LOCATIONS SEE APPROVED LANDSCAPE _ ARCHITECTURAL ELEVATION BW BOTTOM WALL 1R A 1 RP RADIUS POIOI NT PLANS. ARCHITECTURAL PLAN NO. N.T.S. NOT TO SCALE 60' 55' CRAFT CTB CEMENT TREATED BASE ARCHITECTURAL STYLE MVC MODIFIED VERTICAL CUAIV E ENGINEERING 60 ° ° ° OPT OPTIONAL NOTE BUILDING TYPE RIM MANHOLE RIM ELE'1ATTON 00 GENER 1. OWNER TO OBTAIN A CONSTRUCTION ,PERMIT FROM THE EN GINEERNG PLAN � PAD ELEVATION P =265. 4 DEPARTMENT AT LEAST 48 HOUR PRIOR TO WORKING IN E PUBLIC RIGHT -OF -WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF STOP ; WORK NOTICE AND DOUBLE PERM1 T FEES IT IS THE RESPONSIBILITY OF THE T FINISHED FLOOR ELEVATION FF= 2 65. 4 OWNER TO KNOW WHERE HIS /HER PROPERTY LINE- IS. P LAN 1 P L, SUBDIVISION BOUNDARY iv a 0 O 2. ALL UTILITY SERVICES ARE TO BE INSTALLED UNDER GROUND. R ' ° ° LOT LINES, R/W J. ALL RESIDENTIAL AREA DRAIN PIPE TO BE 4" UNLESS OTHERWISE NOT_FD AND SHALL BE PLACED AT A MINIMUM SLOPE OF I.OX >>? PRO-- PO -SED SPOT ELEVATIONS f � 4. BALCONIES SHOWN ARE DEPICTED GRAPHICALLY ONLY REFER TO ARCHI 58 " - 9" TECTURAL PLANS FOR ACTUAL DIMENSIONS. EARTHEN SWALE - -� 5. GARAGE FINISHED FLOOR ELEVATION EQUAL PAD ELEVATION UNLESS FIRE HYDRANT OTHERWISE NOTED. 0 0 0 0 6. THE PURPOSE OF THESE PLANS IS TO ASSIST IN THE OBTAINING OF A 58' -9" LOWER GARAGE FINISH FLOOR J� BUILDING PERMIT FOR EACH LOT SHOWN. THE VOLUME OF EARTH MOVED PER LOT IN THE CREATION OF DRAINAGE SWALES SHOWN IS BELOW THE PLAN 5 RETAINING WALL _ MAXIMUM ALLOWABLE PER CITY OF ENCINITAS GRADING ORDINANCE, o ° o o I h THEREFORE NO GRADING PERMIT IS REQUIRED. BACK WATER SERVICE VALVE 7. ALL DRivcWAYS TO BE PAVED PRO!.R TO FIP„AL OCCUPANCY. PLAN 4 r O,c O,r 8. ALL ROUGH GRADING, RETAINING WALLS AND STREET SURFACE DEEPENED FOOTING 3 IMPROVEMENTS PER CITY DWG. No. 6038 -G. ;� 7f NDS 6" SQUARE SPEE -D CATCH 0 40 80 120 , 4t BASIN INLET /OUTLET CONFIGURATION �- e e e AS NEEDED OR EQUAL SCALE 1 " = 40' �^ REFERENCE PLANS 6038 - GRADING AND IMPROVEMENT PLANS Q Rpf BUILDING O VERA_LL DIMENSIONS ESS/ � , (ENCINITAS RANCH NORTH MESA - LOWER) � N L. DIMENSIONS SHOWN ARE FROM ARCHITECTURAL FLOOR PLANS. THE SLAB DIMENSION MAY DIFFER, �� ►, � THE APPROVED ARCHITECTURAL PLANS SHOULD BE REFERRED TO FOR CONSTRUCTION. '� z .. W NO 48670 o O; EXP. 6/30/404 OF CAL�F� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY CITY ENGINEERING APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING" NO. CONSTRUCTION CHANGE 3 SHEETS ADDED TO PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: M • _ /sC! /L T ` p3 ORIGINAL GRADING DESCRIPTION: S.D. COUNTY ENGINEER'S MO" 174 -196 6038 -G LOCATION: 16' S /OF C.L. BRITTANY & 24' E / OF C.L. SAXONY HORIZONTAL 1 " =20 % DATE 10- BY: BY: ENCINITAS RANCH 6038-G- ` RECORDED FROM: COUNTY OF SAN DIEGO �j� R.C.E. N0. 48670 4 0o NORTH MESA LOTS 1 -16 2 A c h "�' _ DATE. DATE: TM N8 98 - 1 71' ELEVATION: 241.15 VERTICAL N/A ENGINEER EXP. 6/30/04 SHEET 1P OF 3 DATUM: MSL File name: R: \ 0021 \ 0021 PE01 NoText NoText