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6027 i O ••1'r':44' •' i- It __ E N BLVD ENCINITAS ESTATES UNIT 110. 7 " GENERAL NOTES W A TER NOTES WORK TO BE DONE 39 36 Z4 I 1. A. LOCAT ION AND ELEVAT /ON OF IMPROVEMENTS TO BE MET BY WORK TO 1. WATER 1✓ORKS S'NA11 BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE THE /MPROYEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORD - 35 OL/VENHA/N MUNICIPAL WATER DISTRICT 2 23 7 /LAG TO THESE PLANS, THE NT E CURR COUNTY OF SAN DIEGO ENG /NEER /N6 I BE DONESHACL BE CONFIRMED BY FIELD MEASUREMENTS PR /OR TO CON Z. WHERE ELEVAT /OACS AND GRADES ARE NOT SHOWN ON THE WATER MA /N PROF /L E, TOP OF DEPORTMENT STANDARD SPEC /F /CAT /DAIS, AND SPEC /AL PROV /S /OHS 1f STRUCT/ON Of NEW WORK. " B. CONTRACTOR W /LL MAKE EXPLORAT /ON EXCAYgT /OHS AND LOCATE FOR THE / MPROYEMENT OF SUBD /V /S /ON STREETS AND 71 STANDARD } 3 39 6 tN 2 ` "` `` `: EXISTING UNDERGROUND fAC /L /T /ES SUFFICIENTLY AHEAD OF CONSTRUC- /ll PROf /LE R /S 4B" BELOW CENTERL /NE F /N /SH GRADE OF STREET. REFERENCE DRAW /LAGS. t/ 42 29 T /ON TO PERMIT Ill1ON.S TO PLANS GNS /FREY /SI Alrr NECESSARY 3. EACH LOT IS TO RECEIVE A %- /NCH COPPER WATER SERVICE. 2/ :r 32 43 BECAUSE OF ACTUAL LOCAT /ON OF EX/ST/NG FAC /LIT /ES. 3/ 20 `; `' C. CONTRACTOR SHALL NOT /F THE SAN D /EGO GAS 4 ELECT61C COM- 4. MANUAL A/R RELEASES SHALL BE INSTALLED AT ALL 111611 POINTS IN THE WATER CONSTRUCT /MP. TD. DWG. SYAM OL © s PANY PR /OR TO START 1116 WORK NEAR COMPANY FACIE /TIES AND MAIN PROFILE. 44 �ry qs 19 `' SHALL COORD /NATE /I/ /TN COMPANY REPRESENTAT /YES. TELEPHONE 5. UNLESS OTHERWISE NOTED CONNECT /DNS TO £X /STING MAINS SHALL BE MADE WATER MAIN CLASS 150.4.CP.__ - - 6_A.C.P. /8 � SCALE' /= 200' � -- - - -_ -- 232 -4252 EXT. 7569. DRY THE T /ME AND DURATION OF SHUTDOWNS OF EXIST /N6 MA /NS SHALL BE _ -- 45 46 47 49 17 1 D. CONTRACTOR SHALL NOTIFY 711E PAC /F /C TELEPHONE COMPANY PRIOR SalSalTO APPROVAL BY THE D /STR /CT. GATE VALYE ASSEMBLE! __ - - - - - - - -- —.�— ' 76 46 TO START /LAG WORK NEAR COMPANY FAC IL ITIES AND SHALL 6 A.C. BY C. ON COORD /NATE f /RE HYDRANT ASSEMBLY �Fy HIS WORK All COMPANY REPRESENTATIVES. TELEPHONE 298 -0595. SHALL REL OCATED O A1 THE PROLON(�'AT /ON OF TH ST ST RED AT STREET INTERSECT /DNS e O 7 6 / S O � I N GATE YALYES WHERE REET R /GT - HOF -WAY L /NE Y✓HfNEYER BLOW -OFF ASSEMBLY_---- __ —_ — _ — 79 'M 77 / $ /5 2. "AS CONS TRUC TED" kt /gTE4LATE,egLS LOCAT /ON SHALL BESyOt✓NgNO FOSS /et E. MANUAL D /STR /C R TD P 7 I O A/R RELEASE A3SEMBLS!_— _— _ - - -___ M. A.R. 7 6 9 i COryP[ETED JESE RG / LANS PRIOR To OF NSTALL FIRE HYDRANTS ATLOCAT/ONS EQU /RED BY THE F /RE T. - - -�_ f.N.AO COMPGET /ON." 01V TA 8 CONTRACTORS SHALL ACQUIREATRENCHIAl PERMIT FROM THE CAL /FORN/A DI V /S /ON OF GATE A A.C.xfLANGETEE I�fLANGExA.C._ �' `' LEGEND VA LVE - - - -- �'�O 74 SZ I3 I I /NDUSTR /AL SAFETY FOR ALL TRENCH WORA' WHERE FAC /L /T /ES ARE TO BE CONSTRUCTED f. SHA[L BE SUBMITTED TO TN t . ;. 'I B/ 72 73 5 5 .4 / p :.. I I SUBDII/ /S /ON BOUNDARY FOR OR TO SE TURN,FO DYER TO THE OL/VENNA/N MUN /C /PAL WATER O/STR/CT. COPY M /T 6 0 /STR /CT PR /OR TO START OF WORK. A.C. TEE_____ _______________ + {•;; •' I SEWER LINE �, M.H. 3. NOT /CE ALL ELECTR /CAL ANO GAS SERVICES W /THIN TH /S SUBD /Y /S /ON OF PER 1f-- 8E 7 �4 // b :" j D /R£CT /ON OF FLAW ARE "UNDERGROUND INSTALLATIONS :' fOl LOCATION OF ELECTRICAL A. C. CROSS_- -_ - -_ I3 71 70 55 $ k- I FLOW ARROW CABLES, GAS P /PING AND APPURTENANCES CONTACT THE SAN D /EGO 69 _ - I STR££TNAME SIGN GAS S' ELECTRIC COMPANY. SEWER NOTES ----------- - - - -�— B,4 [ 56 �0 1 ; I F/RE HYDRANT D o H 4. NOTICE ALL TELEPHONE SERY/CES W /TH /N TH1S SUBD I V IS ION ARE 'UNDER l• THE CONTRACTOR 14UST SECURE APPROVAL fROM THE INSPECTOR PR /OR TO BACK CAP ASSEMBLE! — _ __------------ - -___� 65 cA! S7 9 I STREE L/GNT GROUND INSTALLATIONS " FOR LOCATION OF CABLES AND APPURTENANCES FILL /LAG OVER ANY Y'S- / "COPPER WATER SERV/CE__----- Qi 47 }.,: I I SHEET INDEX CONTACT THE PACIFIC TELEPHONE COMPANY -- --- F---+— fl 86 d : • I © 2. T1/EDRAW/NG AND THE DATA HEREON ARE HEREBY MADE A PART of THE SPECIFICATIONS. SEWER 6S 59 I I LOT NUMBER 77 5. NEITHER THE OWNER, OR THE ENG /NEER OF WOR/5 ILL ENFORCE SAFETY 3• NO REV /5/DNS SHALL BE MADEINTHESEfYANS N/TfIOUT. TH£ APPROVAL OF THE D /STR /CT MEASURES OR REGULATIONS. THE CONTRACTOR SHALL BE SAGELY /FESPON- SEWER 87 7 I i STOA'M OQ4 /N S'C4TC,4/Lir19/N � S /BCE THEREFORE. ENG /NEER. - - - -- 4 AP SEWER CLEANOUT _ _ _ _ — c. O. i ----- ----- - - - --o F . APPROVAL OF T ' THIS PLAN BY THE O /STR /CT "DOES NOT CONST /TUTS A RCPRESENTAT /ON _ 63 6 I j 6. THE CONSTRUCT /ON / P 1 C STANDARD RES1pE of DRIVEWAY L - N AS TO THE ACCURACY OF THE LOCA770N of, OR THE EX /STENCE OR NON - EXISTENCE of 4 TO BEDETERM /NED /N THE f/ELD BY ENG /NEER OF WOfE1f. P. CC SUR- SEWER LATERAL__— _---- _ ------ - - - _ — � I 89 fN / I I FAC 1116 OF OR /VEWAY TO EXTEND FROM THE CURB TO PROPERTY LINE. ANY UNDERGROUND UT /L /TY, P /PE, OR STRUCTURE WIT IN THE C /M /T3 OF TN /S PROJECT R•C.P STORM 90 d9 4 USE STANDARD DRAW /NGS 207 -3 305 -2 306 -1. STORM DRAIN CCEANOUT /03 -2 9/ / S. A!L LATE2ALS AND �YL/ /NS SN4LL BE TESTEDAFTE,P CONSTRUCT /ON OF.4L 0744ER L UT / L /T /ES AS 5 s 7 A PERMIT SHALL BE OBTAINED FROM THE COUNTY CN61NEER 1416 DEPART- SPEC /FIFO /N L.C•W.D. SEWER.SgcCY,ryCAT70NS• USE AIR TEST. 92 97 `� •' i I I MENT FOR ANY CXCAYArION W /TH /N THE EX /STING RLGNT OF WAY. }i P I I I I I 6. C01V7,Q4CTOR 4 NOTIFY Z. C. It a 48 AW✓RS /NADVANCE OFBE6 /NN/NC, mop* THAT TYPE 'K'CURB f3 94 / I I li 11VSPEC7101V CAN QE PRdYYmo. CURB - - / /S- /--- - - - - -- I '2 _ / f.H Z AL! MA /NS 4110 L,47E241_.S S1141-L BE 6?7NS7RVCTEO W/TN A 4$ /NCH MIN /MUM COVED ALL LATEQAIS S4gLL BE COWSTRUCTED CLEAR OF DRIVEWAYS. TVPE 'E' CURB f ?C C 4 /DEI✓ILK_ZAO -3, L /2� 3LL� /_--- �••���! I SEWER x• TYP /COIL STREET SECT IONS 8. qLL LOTS SHALL Lim SERVED BY ¢ 1NC// Y.C.P. LATERALS STTAT M/N /MUM GRADE STREET NAME S 1611__ - - -_— _301-/--- - -_ - - _ ✓ 111 9 //B y 1/9 v:: `� N SC 41 r . /OS /A6 /0 /Od l/Z // 120 - /OZ' OF 2 -O ge iE/ /Ty A M /N /A.fUM G1?OP OF 0.3 FEET, AND AN INVERT DEPTH OF S. 5 FEE J BELOW TOP OF CURB AT PROPERTY L /M!5� UMZ_5507111, /SE/J,Pk0j/tP By L.C.W. D . STREET LIGHTS EXH /B /T "B'__- - -____ __ _ 9­ PROPOSED k FH H FENCE AS E SM 4 BL Y_2 / _— — - -_ /09 //3 //{ a "'• 5/ TYPE "C S " GUARD 9. ST.4/VO4,tl SPECIE /CAT /GWS OFL.CW4 FOR LbA FIT 171 TNED /STQ /CT OFF /CE. STREET SURVEY MONUM z /d, ENTS-- __ //O //S 41 ' 4/ ' S' g' 30' REMOYE EX /ST 0/ /O. ALL CONCRETE TESTING REOU /RED BYTNEU/STR /CT lY /LL !3E ATTL/E EXPENSE OF TfPE A' —�� — EX /S 1M P OVEM ✓�� OP Tf/E CONTRACTOR. i E AP — LC.C. CROSS GUTTER------ZOS-/------__-- — — r . • :.. GRADE ONL I SCALE /'= Z ` //. ✓06 Nl /X /116 OF CONCRETE WILL NOT BE ALLO/VED N/TAIOU C. T Tf,/E PERM /SS /ON aF SUBGRADE 4' PAVING OF 3 ".9L' /G:9G.B,9S P. C. WALK TIE D /STRICT. of 5`F//!L OfPlf/ CONC. CURBS T/IE GRADING OF STREETS (SEE TYP. CROSS S E C 161 ENC /N /TAS BOULEVARD GUTTER TYPE E' 12, ALL P /PE SN,4LL NAVE 4 - /NC/• Aelll C:4US<✓ED ROC& BELA01Nj, sAtll /t/ ON [.11 TYPE ,&-2 CURB INLET_ —_ —_— lo/ -2 _— _ - - - - � STD. DW4. S -12. CUTOFF WALL AT END OF PAVEMENT - -__ C -27- __ �— 4' STREEA /3 • /NS,DECTO,4 S,5/ALL BE FL/PN /SS/ED 7�/QEE SETS OF CUT SHEETS. CONSTRUCTIOA/ OF WHEEL RAMP S' W /DE AT EACH I i 42 42 , l THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCT /ON PR /OR TO ANY CONSTRUCT /ON INTERSECTION. BU /LT AS 4 RES /DENTIAL DR✓VEW,4Y_. G�1- EC CAM /NO REAL I /O ' •32' 32' /5 ALL WORK SHALL BE /N ACCORDANCE WITH THE LE!/CAD /A COUNTY WATER DISTRICT ELEVAT /ON SNOW GENERAL STANDARD SPEC /F /CATIONS. 5' 5' 2O' 4 PN PROF /LE /2' /z' 2O SAEC /F /CATIONS t 2 9; F /RE a HYDRANT GRADE ONLYS PC C WALK Z "x 4 "REDA✓✓ D /READER " GRADE ONLY 1 STREET 114PROYEMENTS AND OR,4 /AG46E STRUCTURES SHALL BE CONSTRUCTED 3 AC/C:f . L3 sc OFT 5" f//!! OEP711 fi'C" ZL C. C. WALK gCCORDIA/lj TO THE STgNA4R0 SPEC /F /CATIONS OF TA/E COC/NTY OF Ss1N GYE$D 'E " CO REFERENCE ORA W /IVGS NC. CURB q GUTTER TYPE AND TAE SPEC /qL PROY /S/ONS FOR T/•/E / MPROVEMENT OFSUBD / ✓ /S /ON STrPEETS. P 0 C CT CERRO STREET Z 2998 -C, 4 5 L3 -66 2, t1LL UNDERGROUND UT /L /TIES AND LgTERAL .SERVICES S BE INSTALLED I U/1//T 2 UA 1 7 I I /� 60' S6' u' BEFORE CONSTRUCTION Of CURBS CROSS GUTTERS ORSU,PFAC /MS OF STREETS. I PIACfi9/T!I STREET 04 �i x'28'26' 30;28'26' 3. T/,lE 6721JC71JRAL SECT /ON All L BE /A/ ACCORDANCE WIT W SAN 0 E60 COUNTY INIVIM DE LAS' FIOIIES DEPTH fIC /O' 20' 16' 16' 20' /B' /6' /O' STANDARDS AND qS DETE/?M /NED f3Y TA/E Mg TER /ACS LABOA?ATO,Py I EMERALD i 9YEN/OA,0,Fll /R/05 j ' E ELEVAT /ON SNO ON PLAN PRIVATE CONTRACT L (0523 L--- - - -- CLASS /G I AYFIlIl AOFlD9!ZAIMF.S OR 3 % / ? "F!/!L 5 5 5' S' 4. NO DRIVEWAY DEPRESSIONS ALLOWED W/TNOUT DRIVE WAV APRONS CONSTRUCT /ON• N /!!0 -- !Y SPA /LAG Dfl/vE DEPlh 9C Y/LLAGE ChAr°9!/Tf/ DA1vE OP 7 LOP COUNTY OF SAN DIEGO PARK Cr9llf 01elm•9S' GRAD ONIy SHEET I II ��' �r ENGINEER DEPARTMENT VILLAS Cf/!!E ORL;1/ /OEAS I SiEETS PC C. WALK • GRADE ONL Y V "' CAM/NO DEIOSFIO,f'ES CONC. CURBS BUTTER CC. WALK PLANS FOR THE IMPROVEMENT OF TYPE E ONC. CURB 9 GUTTER ` �'` e �� - INTE/4 /OR STREETS r -' ViC / MA YPE 'E' P ENCINITAS ESTATES UNIT NO.I NO SCALE SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES C ONSUL T ING ENGINEERING, INC. LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT De A BENCHMARK O.C. AaTT CONSULTING ENGINEERS AND PLANNERS Ds A pproved `y Da. D..erlpflono � STEEL P /A/ INCOA/C2 AAAV!/AAEA/T «'."' •d �r " °„ °I A ". PL AN IK]1RY,S RESE './ RCH CORPOR TION 714- 279 -7251 WATER WORKS APPROVAL / A00 STRUCTURAL SECTIONS Q 3 /rr/f ti[Il F O tI'l _ • E O Subda En *in.n County E in «r A PLANNING RESEARCH CORPORATION COMPANY ,SEWER APPROVED Approved by BOYLE ENGINEERING ' 0 "'' 4. EnpMene for Me OIsMe1 11 RT /C L 7-/ e M"""�' ""`k `b d ► , Record F,.,,: ,� �� T. M. 110. -A 1 Q - 75 C -001- 146 -0 1 !fS BUILT" I a �,••°•• S / - EL.: 174.6/B U. S.C,E`6 S MMova dare I A O � Dewo: �' - 0 -73 b SECRETARY -MANAGER R DATE R.C.E. DATE I.D. 110. PRA _ APR 2 t 1913 APR 1 B ° J �. MAR � v 11978 MRpFILN1ED ARSGROFI4MED FILE 110. ✓5061 , ENCINITAS ESTATES UNIT I SEWER LATERAL DATA TABLE SEWER LATERAL DATA TABLE LOT INV. EL. DROP ENGT - INV. -EL. CLRB - INV, DEPTK LOT INV. EL DROP ENGTN INV, EL. CURB INV. DEPTH MAIN NO, MAIN -JO V NO. 8 MAIN TO M IN FEET) 8 PL LEV. B.C. 8 FL. REMARKS 1 264.25 +0.3 24 269.00 274.30 5.5 3 +80 64 258.54 +0.3 1 28 260.51 265.81 5.5 2 +62 2 262.54 +0.3 28 265.93 271.23 5.5 3 +05 65 260.47 +0.3 27 262.84 268.14 5.5 3 +33 to 3 +32 3 261.19 +0.3 28 263.52 268.82 5.5 2 +46 '66 265.24 +0.3 26 267.87 273.17 5.5 0 +59 4 259.27 +0.3 28 261.43 1266.73 5.5 1 +93 67 265.95 +0.3 48.. 268.23 273.53 5.5 1 +10 5 256.89 +0.3 28 259.63 264.93 5.5 1 +45 68 266.22 +0.3 28 268.37 273.67 5.5 1 +30 6 254.46 +0.3 28 257.80 263.10 5.5 0 +96 69 266.16 +0.3 40 268.33 273.63 5.5 1 +25 7 249.28 +0.3 28 255.83 261.13 5.5 15 +38 70 266.09 +0.3 46 268.25 273.55 5.5 1 +20 8 249.02 +0.3 28 255.88 261.18 5. 14 +73 71 265.10 +0.3 26 267.83 273.13 5.5 0 +49 9 248.81 +0.3 28 255.60 260.90 5.5 14 +20 72 260.70 +0.3 28 262.79 268.09 5.5 7 +68 I 10 248.60 +0.3 28 255.29 260.59 .5 13 +68 73 257.74 +0.3 28 259.76 265.06 5.5 8 +36 ' 11 248.03 +0.3 28 253.21 258.51 5.5 12 +25 74 253.90 +0.3 28 255.78 261.08 5.5 9 +24 12 247.82 +0.3 28 251.96 257.26 5.5 11 +72 75 249.11 +0.3 28 251.15 256.45 5.5 10 +09 13 247.58 +0.3 28 250.55 255.85 5.5 11 +12 76 253.30 +0.3 1 28 255.18 260.48 5.5 9 +36 14 246.89 +0.3 28 249.15 254.45 5.5 10 +53 77 257.26 +0.3 1 28 259.27 264.57 5.5 8+47 15 245.76 +0.3 28 247.85 253.15 5.5 9 +97 78 258.78 +0.3 33 261.43 266.73 5.5 8 +12 16 244.68 +0.3 28 246.61 251.91 5.5 9 +45 79 261.70 +0.3 42 263.83 269.13 5.5 3 +45 17 239.73 +0.3 26 242.16 247.46 5.5 11 +87 80 263.42 +0.3 41 265.70 270.90 5.5 7 +05 18 237.23 +0.3 26 239.51 244.81 5.5 12 +40 81 264.49 +0.3 28 267.27 272.57 5.5 6 +61 19 234.92 +0.3 26 237.06 242.36 5.5 12 +89 82 266.08 +0.3 28 268.53 273.83 5.5 5 +96 ' 20 232.03 +0.3 26 234.61 239.91 5.5 13 +41 83 266.90 +0.3 42 268.39 273.59 5.5 5 +60 to 5 +31 21 229.99 +0.3 26 232.52 237.82 5.5 13 +97 84 264.01 +0.3 28 266.77 272.24 5.5 4 +67 22 227.99 +0.3 26 230.05 235.35 5.5 14 +52 85 262.37 +0.3 31 265.30 270.60 5.5 4 +05 23 226.93 +0.3 26 228.34 233.64 5.5 14 +95 86 260.78 +0.3 30 263.28 268.58 5.5 3 +45 _. 24 224.93 +0.3 50 226.66 231.96 5.5 15 +50 _ 87 259.20 +0.3 28 261.27 266.57 5.5 2 +85 25 224.63 +0.3 40 226.90 232.20 5.5 4 +36 88 257.65 +0.3 28 259.58 264.88 5.5 2 +31 26 223.31 +0.3 5 223.81 234,00 10.19 3 +53 89 256.20 +0.3 28 258.13 263.43 5.5 1 +82 27 223.43 +0.3 5 223.83 234.50 10.67 3 +61 90 251.07 +0.3 30 253.12 258.42 5.5 19+86 28 226.38 +0.3 39 228.40 233.70 5.5 15 +10 91 251.21 +0.3 48 252.84 258.14 5.5 20 +20 29 229.52 +0.3 26 231.71 237.01 5.5 14 +10 92 251.29 +0.3 28 252.65 257.95 5.5 20 +40 30 236.10 +0.3 26 238.31 243.61 5.5 12 +64 93 251.25 +0.3 43 252.63 257.93 5.5 20 +30 31 244.99 +0.3 44 246.66 251.96 5.5 6 +49 Wain 6.79 @PL 94 251.17 +0.3 46 252.85 258.15 5.5 20 +11 32 243.44 +0.3 30 246.24 251.53 5.5 6 +09 95 251.04 +0.3 28 253.22 258.52 5.5 19 +77 33 240.57 +0.3 30 243.57 248.87 5.5 5 +34 96 250.84 +0.3 28 253.50 258.80 5.5 19 +30 34 234.33 +0.3 30 237.98 243.28 5.5 4 +40 97 250.64 +0.3 28 253.82 259.12 5.5 18 +76 35 228.91 +0.3 30 232.71 238.01 5.5 3 +60 98 250.39 +0.3 28 254.19 259.49 5.5 18 +15 36 224.22 +0.3 30 227.52 232.82 3.5 2 +90 99 250.15 +0.3 28 254.55 259.85 5.5 17 +55 37 219.87 +0.3 30 222.18 227.48 5.5 2 +03 100 249.91 +0.3 28 254.91 260.21 5.5 16 +95 38 219.34 +0.3 30 221.47 226.77 5.5 1 +87 101 261.63 +0.3 28 264.29 269.59 5.5 2 +65 39 222.03 +0.3 30 225.17 230.47 5.5 2 +57 102 263.68 +0.3 32 267.97 273.27 5.5 3 +55 40 226.51 +0.3 30 230.05 235.35 103 264.80 +0.3 32 269 275.25 5.5 4 +04 41 230.82 +0.3 30 234.74 240.04 5.5 3 +88 104 266.67 +0.3 30 268.60 273.90 5.5 12 +00 42 242.44 +0.3 26 244.21 249.51 5.5 0 +77 105 267.35 +0.3 30 271.40 276.70 5.5 12 +55 43 242.94 +0.3 29 244.66 249.96 5.5 0 +97 106 273.62 +0.3 30 275.82 281.12 5.5 13 +37 44 243.78 +0.3 49 245.62 250.92 5.5 1 +30 107 276.45 +0.3 42 279.33 284.63 5.5 13 +74 to 14 +02 45 244.28 +0.3 34 246.13 251.43 5.5 1 +50 108 285.24 +0.3 42 286.38 292.27 6.1 10 +58 46 244.15 +0.3 35 246.14 251.44 5.5 1+45 109 287.00 +0.3 42 288.14 293.83 5.89 11 +77 47 244.03 +0.3 44 245.80 251.10 5.5 1 +40 110 287.49 +0.3 60 288.99 295.71 6.92 12 +10 to 12 +55 48 242.69 +0.3 28 244.44 249.74 5.5 0 +87 111 285.09 +0.3 42 286.23 292.16 6.13 10 +48 49 246.81 +0.3 31 248.92 254.22 5.5 10 +51 112 286.27 +0.3 42 287.41 293.19 5.98 11 +28 50 244.39 +0.3 28 246.28 251.58 5.5 9 +30 113 287.19 +0.3 42 288.33 293.98 5.85 11 +89 51 246.29 +0.3 28 248.47 253.77 5.5 10 +24 114 287.64 +0.3 52 288.98 295.35 1 .57 12+20 to 12 +47 52 247.51 +0.3 28 250.14 255.44 5.5 10 +95 115 296.82 +0.3 37 299.02 304.32 5.5 12 +53 to 12 +74 53 247.75 +0.3 28 251.56 256.86 5.5 11 +55 116 295.23 +0.3 28 298.01 303.31 5.5 12 +15 PRIVATE CONTRACT L-&523 54 247.99 +0.3 1 28 253.00 258.30 5.5 12 +16 117 292.50 +0.3 28 296.14 301.44 5.5 11 +50 55 248.24 +0.3 1 28 254.39 259.69 5.5 12 +77 118 290.56 +0.3 28 294.01 299.31 5.5 10 +77 SHEET 56 248.46 +0.3 COUNTY OF SAN DIE00 28 255.10 260.40 5.5 13 +37 119 290.58 +0.3 28 294.13 299.43 5.5 10+81 ENGINEERING DEPARTMENT IZ SHEETS 57 248.76 +0.3 28 255.52 260.82 5.5 14 +07 120 292.16 +0.3 28 295.90 301.20 5.5 11 +42 58 249.08 +0.3 38 255.91 261.21 5.5 14 +88 121 294.76 +0.3 28 297.72 303.02 5.5 12 +04 PLANS FOR THE IMPROVEMENT OF 59 249.42 +0.3 28 255.64 260.94 5.5 15 +73 122 296.61 +0.3 44 299.06 1304.361 5.5 12 +48 to 12 +61 60 249.73 1 +0.3 28 255.19 260.481 5.5 16 +49 COUNTY APPROVED CHANGES CINITAS ESTATES UNIT NO.I BENCH MARK O.C. C 0077 61. 250.01 +0.3 28 254.77 260.07 5.5 17 +19 ma Appyged 1w b2 253.08 +0. 3 28 255.01 260.31 5.5 0 +77 DMOriP em SIEEL P/N /N CONCRErA InA/i/IKNT Location: fROM INTERSECT /ON SA IG! EL s 63 255.59 +0.3 28 257.54 262.84 5.5 1 +62 A CA M 0.3 MILE ON EL- CAM /NO REAL Si OF 'suwi18" E County E P_P. E /2 14 91. 3 4 A IV. OF EL- CAM /NO REAL EMS k Iwa rd FrM: "T COWTf VERTICAL OG r^x poi/ T. M. NO. ?IS BU /!T " / G7B /ss/X EMwtleR: 174.410 OaAm: !/$.C. F, G.S. AWS"I We C.E. 3 - -73 360 -1 APR 1 31973 MICROFILMI NP 12 1973 AA o isj ✓ 5067 NOW - - a - -- -- - t- - — - - - - -- - - - - -- - - {{ 1 1 ( t - 7 1- I ; 1 t T f _ . - -- - - - -- - - -- - -1 _ rt Y - - , Y I I i I -- - --� t.... _ - -_ _- - -- -- -- -- --- - -- 4-- _ - - -_..: - -- - - --. _ _ _ _ ! _ _ _ 1 y I i, i . -_t- t 1 I t I ! � � _ I _ _ - { D � ' ' � � � i I �•c t I ; I � I I , ; i ! 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