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1236 (IIENER WORK TO' BE DO NE: SA N DIEGO _ - -- -- - -- - 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF N COUNTY S /TE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE TRANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. ~ ~ z 2 , DONE ACCORDING TO THESE PLANS. THE CURRENT SAN DIEGO 2. THE STRUCTURAL SECTION SHALL Bf IN ACCURDANCE WITH SAN DIEGO COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. _ � E ""N l[ 4 � AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION S ENC/N/ TAS Da \VE STREETS AND STANDARD REFERENCE DRAWINGS. 3. APPROVAL Of THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE � 3 wwnu vnrA 3 rvE 4 I wrNTArN S /Sly APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. Vm aIEVE 'D I. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE I t 3 / S I, t i r N 11 ii 1! 11 IS I• 17 II M 20 21 n 2 07 d -, IMPROVEMENTS LWAND low CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, ! N d x lei N! Lod LOS yr 107 pf Ins 111 s CURB, CROSS GUTTER AND PAVING. 47 I 1; , •EwE • - rEN yr • OLI1/ENHA /N in PREPARTION OF SUBGRAOE 6 A.C. PAVING...... (SEE TYPICAL SECTION 8 NOTE 2), ,,,,,,,,,,,,,,,, 5. THE -EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 4O I 8" WATER S I / o • _,� • () �. _� _ ^ I SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 36 3S to 33 32 31 7 1 21 2 9 27 11, 25 24 72 T � R c �� - I IT * PEDESTRIAN RAMP.......... • ............. . ............ G- 8 ............................... RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING I ?G 125 121 123 lit I , 'C CD > it 1t/ u1 n8 u7 n4 IIS Ild 113 f/z 1W n * 6 TYPE G CURB ... ............................... . G -2 FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR $ f0 7L 15 j4 13 �► l '� �� �� • • �• IS REOUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY 82 81 80 74 EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF * 6" CURB G -1, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , RECORD OR NOT SHOWN ON THESE PLANS. = NCINITAn� ��� .............. ............................... St •" YA►TER '4 ` 7P 131 1il IR IH ltd I I 1!7 1 I4 NI * CROSS GUTTER ......... ............................... G -12 ............................... i M! Ps l , > ` 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE - SS 57168 S1 N frl i2 Yt �S A867 3 U 85 A 87 86 89 90 91 92 93 �� •r DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO •, 64 w" ISI I --�� 1 • "MATER ......... G - 1,G - 9 ... CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY A R * SIDEWALK . ....... •• •� h • • . • • • ... • • • • • .... • . • . ' .... • .. • .... ......... • . .. EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES ,' t- suaavlsloN BOUNDARY RANCHO SANTA FE * STREET NAME SIGNS .... ............................. ". D5- 19..........:. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS LEGEND IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING N SEWER MAIN ................................................. ............................. -� FACILITIES. INDEX KEY MA P 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS B ELECTRIC COMPANY ® - INDICATES SHEET NUMBER ' N 4" SEWER LATERAL ..... ............................... 5-13, 5-14 ......................... _. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL SCALE IN 200' COORD/ NATEHIS WORK WITH COMPANY REPRESENTATIVES. - -- INDICATES STREET NAME SIGN VICINITY MAP .N3 NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE N CONCRETE MANHOLE ..... ............................... 511.................... , , , , , , , , , , , , , - UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL --- INDICATES FIRE HYDRANT III CONCRETE ENCASEMENT.. , . , , , , , , , , • • , NO SCALE ....................5 -12 ............................... C'ABl.ES AND GAS PIPING AND APPURTENANCES CONTACT THE -SAN + ASBESTOS CEMENT WATER MAINS, CLASS 150........ .......���Si .. ............................... - -- INDICATES STREET LIGHTS !-0 DIEGO GAS•Br 232-42 2 EXT.P7569 .. .. ..... ....... 10, 11 ............................. 'ELfPHONE: :232 -4252 EXT. 7569 DRAIIJAGE FLOW + 1' WATER SERVICE 6 1 1/2 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR �•SUBDIVSION BOUNDARY TO STARTING WORK NEAR COMPANY FACIL/TIESAND SHALL COORDINATE HIS 1700- INDICATES BLOCK NO. + WATER METER BOX ...... ........................ ....... 10, 11 .............................. ♦'""N:1 WORK WITH COMPANY REPRESENTATIVES. NOTE: NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE! + CAP ASSEMBLY ........ ............................... • 19 , • , , , , , , , , , , , ,� r ® "UNDERGROUND INSTALLATIONS" FOR LOCH ION OF CABLES AND DRAINAGE AND SEWER PROFILE APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. + BUTTERFLY VALVE ASSEMBLY AND BOX .................... 16A ....... ......................... � TELEPHONE: 298 -0595. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE + FIRE HYDRANT 6 FIRE HYDRANT SERVICE ................. 14... ..............................� F!1► UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND +CONSTRUCTION OF A. C.xA.C. FLANGE TEE W /FLANGE VALVE ................. •••••.•.••.......... STREET LIGHTS BEAR THE COST OF RELOCATIONS, IF NEEDED. AND FIRE HYDRANTS + 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND rt STREET LIGHTS AND (EACH SIDE) + CONSTRUCTION OF ALL A.C. CROSS .......................................................... INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT FIRE HYDRANTS (EACH SIDE) 5' UTILITY EASEMENT i W NOTE: DIMENSIONS ARE B 40 BLOW-OFF ASSEMBLY � 5 UTILITY EASEMENT ......... 5 .. ...................... d' NOTE: DIMENSIONS ARE M.A.R. TELEPHONE: , ON EACH SIDE TO BACK Of CURB, - � 24' I NOT CURB LINE 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON ON EAC - I 20' 20' + MANUAL AIR RELEASE ASSEMBLY .......................... . .............................. H SIDE TO BACK OF CURB, THE '%1S-BUILT" IMPROVEMENT DRAWINGS. ALL SOUR EASEMENTS BE LOCATED 12' 12' ; I NOT CURB LINE I g' 2 1X `2 LINEN. .E 1 WITHIN THE DEDICATED RIGHT-OF-WAY, OR WITHIN EASEMENTMENT S DEDICATED I . '`2' 4" P.C.C. rL LEVATIONS SHOWN * CURB INLET....... • • • • • • • •' •' • "' • "' . ..... ..... I ) ON PROFILE STREET LIGHT SYSTEMS FOR RESIDENTIAL AREAS. .30,000 � ( ). ( ) ......... 3 TO THE COUNTY OF SAN DIEGO. ' I SIDEWALK 2.1 % 12. NO PAVING SHALL BE DONE UNTIL ALL EXISTING POWER POLES ARE RELOCATED I LE ON IROFILEWN SP OUTSIDE THE AREAS TO BE PAVED. PAVE WITH 2 , ( ASPHALTIC CONCRETE SERVICE POINT 120 V -A.C. UNLESS OTHERWISE NOTED ) O r 4" P.C. M CURB 6 " TYPE G CURB(DWG. NO. G -2) C. SIDEWALK 7X 1 TYPE CU RB ON 4" DECOMPOSED GRANITE ON 12" 13. A.C.P. STORMDRAIN CURVATURE SHALL BE ACCOMPLISHED WITH 10 0 (MAX.) FACTORY DWG. NO. G -2) � � NATIVE SOIL WITH AN "R" VALUE * CONDUIT -1" (MIN.) P.V.C. TYPE 11 WITH 2 A10 TW (MIN.) COPPER..... SOE- 101 ............. ELBOWS WHERE MANUFACTURER'S RECOMMENDED JOINT OPENINGS WOULD BE EXCEEDED. (DWG.NO.G•1) PAVE WITH 2" ASPHALTIC CONCRETE ON 4" DECOMPOSED GREATER THAN 10 COMPACTED TO 95% GRANITE ON 12" NATIVE SOIL WITH AN "R" VALUE RELATIVE COMPACTION. * 0 3 112 PULL BOX ........................................ ....... SDE- 106.................. n PB �•. VNVAT�F_ R0W S0OWQ IMOO ASE foK 10F6RWA GREATER THAN 10 COMPACTED TO 95% RELATIVE COMPACTION. STREET IS SYMETRICAL ABOUT � * STREET SURVEY MONUMENT ........................... . ............ M -10, M -13 ............. QQ ONLY Cd Uu1Y 6'fFIC1AAL9 5169AT' HliE 1JO dONSTITIr[F TYPICAL 24' WIDE PRIVATE STREETS TYPICAL 40' W IDE PRIVATE STREET AA L T 4 9 SI _ UTY OF I KM T T W VEI I7" DR NO SCALE NO SCALE +1��t SHADOW MOUNTAIN DRIVE STA 10+76.95 to 13 409.09 FLAIR ENCINITAS DRIVE STA-0+002 to 1 +59.00 SHAWN ELISE WAY STA. 0+00 to 1 +72, 5 SHADOW MOUNTAIN DRIVE STA. 0 +52.00 to STA.1 +69 "00 + INDICATES OLIVENHAIN MUNICIPAL WATER DISTRICIf STANDARD SPECIFICATIONS AND DPAWI14GS N INDICATES LEUCADIA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS AND DRAWINGS * INDICATES SAN DIEGO COUNTY ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS V� STREET LIGHTS AND FIRE HYDRANTS EXISTING IMPROVEMENTS € 1 6" CURB . ........................... ............................... ............ STREET LIGHTS SIDEWALK .. ............................... AND FIRE HYDRANTS 42' 42' SEWER MAIN.. ....... ......................... - 5' UTILITY EASEMENT) • ` R (EACH SIDE) NOTE: D M MANHOLE .......... ............................... . ................... ............ - -�;`- - J) ENSIONS ARE 32' 32' 10' 16 GATE VALVE.. -8 ON EACH SIDE 32 E I TO BACK OF CURB, 10 FIRE HYDRANT. ' I NOT CURB LINE 7' - 16 WATER MAIN . I ' 2 . �'l I t ....... ............................... . ............................... c 0 5' ELEVATIONS n STORM DRAIN. 4 I SHOWN ON PROFILE �2' I CLEANOUT ............................................ ............................... - - ELEVATIONS SHOWN % 2.0% CURB INLET.. - - -- 2.0% _J - - LEGAL DESCRIPTION I 2 ON PROFILE 4" P.C.C. - - - - -_ -- R =J 1 STREET LIGHT •..... ... EN ....................... ............. .... . ...... o- SEE DETAIL ON 1 SIDEWALK - �BII7B�QpQ FLAIR- ENCINITAS UNITS N0. 1 AND 2, BEING A SUBDIVISION OF LOT 2 IN SHEET 2 STREET SURVEY MONUMENT.. ,, ... 6" TYPE G CURB (DWG. N0. G -2) JOIN EXISTING PAVEMENT 6" TYPE.'G' CURB rASPHALT CONCRETr ov" VILLAGE PARK NORTH COUNTRY UNIT NO. , IN THE COUNTY OF SAN DIEGO, PAVE WITH 2" ASPHALTIC CONCRETE ON 4" DECOMPOSED (DWG. NO. G -2) G GRANITE BASE OVER /HEREBYAGREf 70 COMMENCE WORK ON ANY IMPROVEMENTS STATE OF CALIFORNIA, ACCORDING TO MA k THEREOF NOr. 8465 FILED IN GRANITE ON 12" NATIVE SOIL WITH AN "R" VALUE III NATIVE SUBGRADE COMPAC -11Z TC) 4;% RE LATIVE COMPACTION SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT OF THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JANUARY 19, GREATER THAN 10 COMPACTED TO 95% RELATIVE COMPACTION. WAY W/1)YIN 60 VAYSAFTER ISSUANCE OF THE CONSTRUCTION (SEE NOTE 2) PERM// AND TO PURSUE SUCH WORK ACTIVELY ON EVERY 1917' TYPICAL 32' WIDE PRIVATE STREET TYPICAL 84' WIDE PUBLIC STREET NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE EXCEPT THEREFROM M UNDIVIDED 25 PERCENT INTEREST IN ALL MINERALS, Ij_O_S AND /NDIEPENDdNT OF ANY OTHER WORK ASSOCIATED WITH - - N O SCALE THIS PROJECT OR UNDER MY CONTROL. OIL, GAS AND OTHER HYDROCARBON SUBSTANCES IN AND UNDER OR THAT MAY - BE PRODUCED FROM A DEPTH BELOW 500 FEET FROM THE SURFACE WITHOUT FLAIR ENCINITAS DRIVE STA. 1 +59,00 to STA.13 +92.06 MOUNTAIN VISTA DRIVE STA. 21 +6697 to STA. 43 +07 06 °N "�R CA RIGH 7, AS FILE 140. iµ55 AS SET OUT IN DEED RECORDED SEPTEMBER 21 SHADOW MOUNTAIN DRIVE STA. 1 +69.00 to STA.10 +76.95 SITE ADDRESS TENNIS MATCH WAY STA.0 +00 to STA. 17 +87 A DDRESS C 1E5 SAN DI Iiq C ALIF. a EL. 14 276-9410 ENCINITAS, SOUTH OF THE WESTERLY PROJECTION OF MDUNT- AIN VISTA DRIVE, APPROX. 320' EAST OF EL CAMINO REAL. - -- ^ ASSEISSOR3PARCEL 257- 0_6 -11 _ ZONE PRO (11), C -2 a Contractor agrees that he shall assume sole and complete �r�eEpo°!n for job GRAPING PERMIT NO. L-8349 n site conditions during the course of construction of this Project, elyding nfety of aU PRECISION PRr_ Q�TA�T CtSION pemm�s and property; that this requirement shall apply conttinuouEly and not be Hm- iced to normal working hours; and that the Contractor shall defend, in An -- ify and AJL Ttt B 26 '�� hold the Owner and the Engineer harmless from any and all liability, real or alleged, 14 197$ OOLINTY APPROVED CHANGES PERMITS in connection with the performance of work on this Project, excepting for liabili R•• owrryuas Approv"A by Dole - CMIMTY Bf PAI BN188 1 �i EtNNrBM N►AaTIN11T Pe 1 g h MICROFILMED + REVNa1a 61111M .04- l ew G- ?b7 //d orz o. wo. 5os4 APPROVE 1 L NI MICROFILMED a ' ' from the sole REZONE PERMIT NO nnrng negl�enee of the Owner or the fatgirteer. As null_ -r .AuJ�.• :��/g, IMP OVEIMENT PLAN FOR: SPECIAL USE PERMIT NO. '»'O�W' 11 -18 -11 N 7 -9 -7 7 � SAN DIEGO TRACT 6 s; r 12 , 3605 11 TENTATIVE MAP No T M s - - W 10 A It 3/79 ( V^ L N l I D. ✓.w. aF ✓.cu♦es s/w's avtsY><rsrRrsrsccr f ' 13/ 78 RLD RcYlsea TITLEALOCK " " 2 SAN DIEGO COUNTY LEUCADIA COUNTY WATER DISTRICT OLIVENf1AIN MUNICIPAL WATER DISTRICT DESCRIPTION: OC-00 ENCINITAS S.W. CORNER INTERSECTION ,*, M A,"."rN qv ' l it-9-77 RLD 11E TjMswr. atrw..s f. rrraArEe rr „ x•1•,1 W. .L.. otz. IG.IANA.I. FLOOD CONTROL DISTRICT WAWR WORKS APPROVAL HELM ROAD AND CREST DRIVE 1/2" IRON PIPE 4 a• n 37' WEST OF CREST DRIVIF M SWTN Of MELM W:R.7 MAtA1MA1J N� ' r C.J.MOU�OMtDMIECTOR OF DEPARTMENT OF APPROVED BY LocAnoN: E Euao VnlON fN INEER rs�CTARC OF TRAJ1f,PORTATION L r r ,TION r M.wMNING ENGINEERING ARCNITCTV RB LINSNLN r LOCATION Oi A[![A[MC[O 1 ANN O(TAILS AINNIARMI) I TION G FLOOD CONTROL Y; OY E ENGINE D, 1' EAST OF CORNER POST REDWOOD FENCE. t"E"'•'N W Ca RICE %47 ", ,,, "° „ ,,, SECRETARY-MAN R B TN[ OIi7Nlft E. F. GOOK & ASS OC'IA' LTD I L L COIC _ LI NES III FROM iNL eY RECORD FROM: COUNTY OF SAN DIEGO T S11 33.01 -45.77 - y �"RLCONKA C -001- 234 -01 � C j,- T M3605 -1 "' ,.w SET ALUAN 0r11VE SUITE" SAN MWO ,CALNOyII#S*t ?Moo~ a%, M PREPARATION AND REVISION LOG DATEr 91>l� 8 DATE � CE 1 S DA I D Np ELEVATION: 380.220 u.s.C.6 G.S. DATYM: R c 47 EP 1 FILE N0. MICROFILMED • I I LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT SEWER L AT E R A L DATA SEW L AT E R A L DATA I SEWER SYSTEM NOTES TYPICAL GENERAL WATER SYSTEM NOTES CURB INK 0� INK SLOPE CURB INK INK SLO LOT 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER DISTRICT (L.C.W.D.) STAN- 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE N ELEV. AT P/L %.; MAIN % REMARKS LOT EIEV. AT ►/L ��t. MAIN % REMARKS DARD SPECIFICATION. OLIVENHAIN MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF A a C D E F A I C D E F THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 5 1 177. 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. 2, WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, / ' 4.5 3 8 7. 0 182. 2 1 1 187.9 11111121. 21 180.7 4.6 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR TO BACKFILLING TOP OF PIPE PROFILE IS 48" BELOW CENTER LINE FINISH GRADE OF STREET. 5 1 OVER ANY SEWER 'Y'S. 3. EACH LOT IS TO RECEIVE A 1 -INCH WATER SERVICE. 4. T,'E DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. 4. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH JOINTS IN THE WATER i 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE L.C.W.D. ENGINEER. MAIN PROFILE. 0 2 3 2J$ 2 1 195-6 71 ! 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE 5, UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE WET. 1 1 1 ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OF NON- EXISTENCE OF, ANY UNDERGROUND THE TIME AND DURATION OF ANY SHUT DOWNS OF EXISTING MAINS SHALL BE MADE 217.6 21 UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. SUBJECT TO APPROVAL BY THE DISTRICT. 4 1 1 1 6. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL 14.8 21 211.9 bL 7. ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OF ALL OTHER UTILITIES AS 1 1 . SPECIFICED IN L.C.W.D. SEWER SPECIFICATIONS. BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT OF WAY LINE WHENEVER POSSIBLE. •01 21 2 2 1 1 188.6 1 16.9 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOURS IN ADVANCE OF BEGINNING WORK SO THAT INSPEC- 1 INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE -0ISTRICT, AS SHOWN 6 1 1 9.5 1, TION CAN BE PROVIDED. ON DRAWINGS. 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH MINIMUM COVER. ALL LATERALS -21 CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION 0 5 19 . 8 25.9 SHA_L BE CONSTRUCTED CLEAR OF DRIVEWAYS. OF INDUSTRIAL SAFETY FOR ALL TRENCH WORK WHERE FACILITIES ARE TO BE CON- 207.4 21 20 STRUCTED FOR OR TO BE TURNED OVER TO THE OLIVENHAIN MUNICIPAL WATER 1 I 1 10. ALL. LOTS SHALL BE SERVED BY 4 -INCH V.C.P. LATERALS SET AT A MINIMUM GRADE OF 2.0% WITH 1 MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF 5.5 MINIMUM FEET BELOW TOP OF CURB DISTRICT. COPY Of PERMIT SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START OF WORK. 1 .0 197.5 21 192_3_.. 1 AT PROPERTY LINE. UNLESS OTHERWISE APPROVED BY L.C.W.D. .I 1 V S.& Z7 It = - 16.11 219. 1 1 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE 227.4 2 1 DISTRICT OFFICE. 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR. .0 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT. 4.5 14. ALL PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK BEDDING, SHOWN ON L.C.W.D. STANDARD DRAWING 5 -12. 1-17 229-0 234.0 21 2-11.9 IGAIQ 1 21 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 233.L 1 4.5 211. 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT HE TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT SPECIFICATIONS. 4 3.6 1 45. 240.0 1 31. 5.7 -7 17OL2 72 167 A 17. SEWER LATERAL TABLE IS ON THIS SHEET I .8 48 21 3.8 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. 1 1 5 IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER '0 17 195.0 5 AT THE CONTRACTOR'S EXPENSE. 204 21 201.1 11.2 2 9 7 - 1 21 1204.0 9.6 21_3�S 21 210j 9.6 219171 21 211-6 11-2 215 21 212.2 9.6 c 21 213.0 8.1 224.1 218.16 21 121 2 6.1 224.5 219.15 21 1217.4 22 3. 5 (� 80 22 .6 7. 81 .0 17. 1 5.1 221 5 2 2.1 6. 2 - 6" I' 2. 2T 21 215.0 6 ELEVATIONS SHOWN 6 i ON PROFILE 3 5 1 0.18' q 21 216.8 1/2 "R P.I. 219. 4 1 1 2 Yo 93 225.4 219 1 2 R 2 Yo -►- ►'� .p ' 2' WEAKENED , v , \; ( PLANE JOINT .: e • 2. I 1 1 0 PAVEMENT 4.5 Ile- 0 o PRIVATE STREET SIDEWALK TYPICAL SECTION cv) NO SCALE PRIVATE CONTRACT 101 3' SHEET COUNTY OF SAN DIEGO • 3 •' b' _ 2 ENGINEER DEPARTMENT- I $Nt ET$ P V MENT PLAN FOR � 1 5 �'':!!'�• L ..:•:: :,:..� ash:, _ ,.,:.:. //. ... :. .......:.::..:., C HANGES - "t "AN� COUNTY APPROVED CHANGES + 1 -2 -80 D.J.W. REY /SEO CURBS /OEWALK OFTAILS .1 11 :'!w`'` "' "'`•`.�•: V BENC MARK PRECI %' :::..:.::.:.:..:::::::::. :::•::.::.:::.::.::.:.:::.:::.: caf N.. SION :'.: H! ..::.:::.:..:.:.::.::.. ::::::::::.::•::::.:::•'',: A De lE� D•scr:piM Aryr.�.� ►y Dr e. _ o oe h A� rovl Aggrovoo :'.'' <';:`; wr :.:.::.:.:. ::..::..::::.:::':::::::::::::: OC 0022 ENCINITAS S.W. CORNER INTERSECTION 3/7/78 R.L.D REVISED TITLE BLOCK : 4: :::::;•:.:::;• :.:.:::.:.::::.:.::::::..: :::.:.;:.: >:;:::...:.:::::::::. D• KIi �fIM: ••'�� ............................ ............................... REVIgED sIDlWAUC 4 CURB OETAIIq �(,[� �t 7/ple L ROAD A R T DR V R PPE (,o+'�+�•-�o sY: wt. s. tiuss+..�A..N � / - /7 -iB Q ✓.W. QPA+^✓N4L A4S7F•UP Li JuL 1 4 1978 1 •�Li• Englnov Dlsc�or of Troa•s wmr +p }tom p. r r asc111.r1 [ r b. an •, aw11m r . �/ '}l�� 7�jjs� ® REVISED SEWER LATERAL DATP, ,,I*w 7�1 VAPD Loco,ioN• 7 WES V . H MELBA _ - - ,o r A/,tlY,E n .ourta a us[,[CE 4N / 3 P / R O. 1 ' EAST OF CORNER POST OF REDWOOD FENCE - _ BANNING-- [NGIN[[RINC- ARCNITEC'TURE- s11Nto RCE 9647 16=1 1wNWNAf o MICROFILMED 10 TRANSITION A5 BUILT AA) l � ENq�nN /• ...e i icll. .� , . L' (1) M• Ilan In RK•,W F,.. COUNTY OF SAN DIEGO T M3605- Q IN TWA , !1101 THE E. F. (WK b ASSOCIATFS, LT D. "" "` sB °63.01 - 4 s . - 1^i -30 -710 (1) he o 6 "CURB TO PRIVATE STREET Elo.: 380.220 _p.,MIN: U . S.0 .11 G.S. R 9641 Agglo.o ~+• J .«, MT AU,AII WYE, SPIT/ r•• SAN OWED CAU,O•NIA 112111 TU,Nyne f ?") m 211011 PREPARATION AND REVISION LOG 51 DE WALK U. PrLCI51ON FILE NC. FEB 26 ':�)8 ; tt7e'! 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