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6342 (2) GENERAL NOTES: W TO BE D 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT Of IMPROVE ENTS CONSIST OF THE FOLLOWING WORK TO BE TRANSPORTA TION FOR ANY WORK WITHIN THE STREET RIGHT OF-WA Y. DONE AC 0RDING TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY NGINEER SPECIFICATIONS DEPARTMENT STANDARD SP 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. AND AND SPECIAL P ROV I SIONS EER DEPARTMENT FOR IMPROVEMENT SP SUBDIVISION STS AND STANDARD REFERENCE DRAWINGS. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE •_QC /l2rNH.lyNMONC /PAL OfAERO /5TR /CT srAVDA,PDORAWJNG APPROVAL Of ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY, OR 5o c /C.I T.bN RBfEREACE 4, ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT OF WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, NO m LEGEND CURB, CROSS GUTTER AND PAVING. 5. THE EXISTANCE AAD LOCATION OF EXISTING UNDERGROUND FACILITIES S HOWN ON THESE PLANS WERE OBTAINED BY A SEARCH Of THE AVAILABLE THE GRADING OF STREETS (SEE TYPICAL CROSS SECTION) RECORDS. T EXCEPT AS SH WOWN ON THESE PLANS. HOWEV ER , THEC O CONTRA T CT NG FACIL lT /ES OR SEWER NOTES WATER NOTES THE PREPARATION OF SUBGRADE AND PAVING OF STREETS EXCEPT A SHN ON TH PLANS. HOWEV, THE CNTRAOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY (SEE TYPICAL SECTION AND NOTES) EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA WATER DISTRICT (L.C.W 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS THE CONSTRUCTION OF TYPE "G" CURB & GUTTER G -2 RECORD OR NOT SHOWN ON THESE PLANS. STANDARD SPECIFICATION. OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE STTE AT ALL TIMES 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB . THE CONSTRUCTION OF TYPE "A" DIKE G -5 6. LOCATION AND ELEVATION Of IMPROVEMENTS TO BE MET BY WORK TO BE 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR TO BACK - DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PR /OR TO CONSTRUCTION Of NEW WORK. FILL OVER ANY SERER 'Y'$. 2 ,�T• . WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER 1MIN PROFILE, THE CONSTRUCTION OF P.C.C. SIDEWALK G - CONTRACTOR WILL MAKE EXPLORATORY 4. THE DRAWINGS AND THE DATA HEREQN ARE HEREBY MADE A PART OF THE SPECIFICATIONS. TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES S. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF L.C.W.D. STREET. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS ENGINEER. THE CONSTRUCTION OF RAMP FOR CURB, GUTTER 8 SIDEWALK G -8 IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EX /STING 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE FACILITIES. ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDER- 3 INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 FEET FROM A SIDE LOT LINE THE INSTALLATION OF GUARD POST & BARRICADE M -9 a_� 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRICCOMPANY GROUND UTILITY, PIPE, DR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 7. ALL LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD AFTER CONSTRUCTION OF THE CONSTRUCTION OF PAVEMENT CUTOFF WALL G -22 COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. ALL OTHER UT ILITIES AS SPECIFIED IN L .C.W.D. SEWER SPECIFICATIONS. 4 • MANUAL AIR RELEASES SHALL BE INSTALLED A7 ALL HIGH POINTS IN THE NOTICE. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE B. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 HOURS IN ADVANCE OF BEGINNING WORK SO THAT WATER MAIN PROFILE. TUlE Cot-4sTRUCTION CIF CIltiVV 0W 6 -l4, 6 -Nf� i -/A -' "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL INSPECTION CAN BE PROVIDED 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN 9. ALL MAINS AND LATERIALS SHALL BE CONSTRUCTED WITH A 48-INCH MINIMUM COVER. ALL THE INSTALLATION OF STREET SURVEY MONUMENT M -10 DIEGO GAS& ELECTRIC COMPANY. LATERALS SHALL BE CONSTRUC CLEAR OF DRIVEWAYS. MADE WET. THE TIME AND DURATION OF ANY SHUT DOWNS OF EXISTING MAINS TELEPHONE: 10. ALL LOTS SHALL BE SERVED B 4 -INCH P.V.C. LATERALS SET AT A MINIMUM GRADE OF SHALL BE MADE SUBJECT TO APPROVAL BY THE DISTRICT. THE INSTALLATION OF STREET LIGHT, 7000 LUMEN 41NLE551 E -1 , E - 2° 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 2•� WITH A MINIMUM DROP 0 0.3 FEET, AND AN INVERT DEPTH OF 6 -FEET BEL TOP OF OT,A/E,P6/i5E SA'OWN O/VPLAN 6. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS THE INSTALLATION OF STREET SIGN DS I'J TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS CURB OF PROPERTY LINE, UNL SS OTHERWISE APPROVED BY L.C .W.D. SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT OF WAY 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE WORK WITH COMPANY REPRESENTATIVES. WHENEVER POSSIBLE. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE DISTRICT OFFICE. THE CONSTRUCTION OF P.V. C. SEWER MAIN UNDERGROUND INSTALLATIONS". FOR LOCATION CABLES AND 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE 7. �^ CONTRACTOR. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT. THE CONSTRUCTION OF SEWER MANHOLE APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY 13 JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT. TELEPHONE: 298 0595. S TA NDARD 8. CONTRACTORS SHALL AC Q U IRE A TRENCHING PERMIT FROM THE CALIFORNIA 6" 1C 14. ALL PIPES SHALL HAVE 4 -INCH (MIN.) CRUSHED BOCK B[DBM16 SNOMN ON L.C.IND. ANDARD � • THE CONSTRUCTION OF ASBESTOS CEMENT lt/ATER A.IA //v(,5; cuss /so 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE DRAWING S -12. DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH _,,� K WHERE FACILITIES , UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. ARE TO BE CONSTRUCTED FOR OR TO BE TURNED 00 TO THE OLIVENHAIN • ;`NECONSTRUCT /ON OFBU7 . 7 - tCFLYV•ILl/EASSEMBLY- 4- - - -- 16 -4 BEAR THE COST OF RELOCATIONS, IF NEEDED: 16. WHERE TRENCHES ARE WITHIN ASEMENTS, SOILS REPORTS SMALL BE SUBMITTED TO THE MUNICIPAL WATER DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED TO THE 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND ENGINEER OF WORK AND THE D STRICT ENGINEER BY A QUALIFIED SOILS ENGINEER WHICH DISTRICT PRIOR TO START OF WORK. I T • THLCONSTPUCT/pyOF FIRE HYDRANT ASSEMBL INSTALLATIONS'" FOR LOCATION OF CABLES AND APPUTENANCES CONTACT CERTIFIES THAT TRENCH BACK ILL WAS COMPACTED AS DIRECTED BY TIME SOILS ENGINEER (R /CH S50 Ed�U /I /ALEA'TJ -_ /� - -- F � TELEPHONE IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT SPECIFICATIONS. THE CONSTRUCTION OF R.C.P. STORM DRAIN 17. SEWER TABLE IS ON SHEET N0. 2. D� �� 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON 18. THE CO NTRACT OR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUBMITTING A DETAILED _TW_ CONSTRUCTION OF TYPR NC* CURB/ *41L tT THE "ASBUILT" IMPROVEMENT DRAWINGS ALL SOURCES SHALL BE LOCATED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE THE CONSTRUCTION OF TYPE "B" CURB INLET D -2 WITHIN THE DEDICATED RIGHT OF WAY OR WITHIN EASEMENTS DEDICATED MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION //�� /��- �q C p� TO THE COUNTY OF SAN DIEGO. OF SU:H TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN INVEX VI �,/HLETv./ THE CONSTRUCTION OF TYPE "A" CLEANOUT D -9 12. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TO THE MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS SPECIFICATIONS OF THE COUNTY OF SAN DIEGO, AND THE SPECIAL PROVISIONS FOR 9 iE'7 / TITLE 91HEJFr THE OOIMTRUCTION OF alRd ouTl£T(EApo+F1t{� _ I THE IMPROVEMENT OF SUBDIVISION STREETS. ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A 2 SE WEIf IA7Z?fAL 7A04E REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. . 4l5M4 `G°T 1AfV"f0VCA4tNT PrANS 7HECOn /S'TRUCT /!)iV l�F SENE/? CLEA/IC)UT 13. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULA 9- 12 97V/rhf L� /N !III IM76 • THECONSTRUCT10 Of CAP RSSEMT3LY - -_ /! - - -- #� TIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE HEREON. 40 A ' '/ • ' ' /O rRirrmiamr • THE CCYYSTRUCT /ON OF 14IATER SeRV /CE I ocw rio.V j' 14. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FORM THE DIVISION OF INDUSTRIAL s' a' § SAFETY BEFORE ANY EXCAVATION AND HE WILL ADHERE TO ALL PROVISIONS OF THE STATE RN rirw NvpvwKr /9' /O' TF,lf CONSTRUCT /ON OF 77_4 C41L -OI -64 CONSTRUCTION SAFETY ORDERS. A COPY OF SAID PERMIT SHALL BE DELIVERED TO THE • /.,POricr ' l ocArlo m / N /ELEV. SN OrV PR7F% Ea u THE CONST�PUCT /AN Or<N //V6 TYPENE.IDIIGICL Q-Jsa DISTRICT PRIOR TO CONSTRUCTION. ms s• I 1•S yl / / 1 - - -�� 15. ALL ROCK SLOPE PROTECTION SHALL CONFORM TO SECTION 72, STATE OF CALIFORNIA SPECIFI- I -�" pyN�N r`I /v ~- 2. i 3 / I I Sfl✓E�P LATE•PAZS( Liv�SJ -♦ I CATIONS DATED JANUARY 1975. THE CONSTRUCT *1 "/KC - - AWVA4 Si I. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING IMPROVE- ft / . z% wf.E.w. 1 •hN/N Z �M /N • , .�'E G J,VST?UCT /ON Or MANUAL .�,Q QELL - ASE AS EAS'B[IY - _ DAMAGES THAT MAY BE CAUSED BY HIMSELF OR HIS SUBCONTRACTORS IN THE PER xy rR PwVi nrR c�euNrr L � 'i° ES ..,m A[K RENTS FROM DA '- FORMANCE OF THE WORK. CORRECTION OF ANY DAMAGE CAUSED BY THE CONTRACTOR OR HIS .4'pCcJ 1,mW&Ir iAroav«a's e�oulacweMr - • ,'vr CO.VST?C/CT /ON or A.0 XA.CX FLA,VGE TEE W .'�A;VGE !/gLYt �-- -- c rra c c,.ww J P. G'C. s/GlchKiCK 4 „ /!CC. S /G1E 4tE SUBCONTRACTOR SHALL BE THE SOLE RESPONSIBILITY AND SOLE COST OF THE CONTRACTOR ( .AW2;" s srcel✓tacr) , s'rr�lra" cueo.u+ocurr�a w.ro Gurrra Pi s/,v i COUNTY *, 4!i'LUPB - ALONE 6 °TYPE'G" CU.PB EN6/NEE•E's REQUGEEME.vT 9ND GUTTE,Q •THE CONSTRUCT /ON OF AL L A.C. TEE 7. O A PAV /NG 5N�4tCL •EOONE UNT /L 9LL EX /STING POh/E2 POLES!/PE PEMO✓EO TYP /CAL STREET SECT /ON 9rv0 szIrnnr (SEE Io711F aftow Lapr) - OUTS/DE T SAAAW L AF 7V40 4lNr14 : /VO SCALE ;rePICRC SM456'r SEc T io /V •T//E GONSTRUGT "QN JFgLL A .C. CROSS 7 .SEE SHEET NRZ C,py,,,vA-,vpry), (VIA YwAZAG /O ; VIA 6AKA6AIV) *7AW CONbTRGtCTiC'•W C r` WrDt e^ UN /r, Alp P lllGN ( O ND ECgLE It 71 CGWSKT/ON IV C7/1_.`l• MAIL L (E�IkJ.GGW •. Kl -- - --'- f - `. >y �,y, T LEGEND TO INDEX MAP •7'HECONSTRUCTIONOw &.OW O� - -`--s -'- -- --" "" 3TKEET 5TKGJCTIJ 1ZAL 5EC71 Ol`I )2E-o L! ►Rp HF_WT6 •THE CGMiTRUCT /ON Of CATNOD /C TEST STATE/►/ VIA VILLENA 2' ASPHALT CONCRETE OVER �itS }( MENT /NO/C4TES STREET L/61/T „ VIA PALACIO 4" DISINTEGRATED GRANITE BASE OVER �A�S, BUILT ° A TN1F CONSTRUCT /ONOF CE,MatTAjPL /AED rL'GN�EDST�&EL -A//1E P BM /h10 /GATES F /RE .VYD+tY//vT 77M CU4/STRUCT /ONAIAK.vO�( a , VIA TAVIRA 6' NATIVE SUBGRADE COMPACTED TO 1 a6i3e ; I eere T °� / \ ♦ /NO /GATES STQEETN.9/VE S/GN yA /N RD. 95% RELATIVE COMPACTION , i', I f• v -� - -- /NO /GATES SEWED L//VE To PANTICH RICE 25900 VIA SARASAN 2' ASPHALT CONCRETE OVER ` I o j (STATION 0 +00 TO 3 +50) 8' DISINTEGRATED GRANITE BASE OVER yr ! \'• I - -- //V0 /GEITEi hb97ER LSE ✓ � / HEREBY AGREE rO COMMENCE WORK ON ANY IMPROVEMENTS 6' NATIVE SUBGRADE COMPACTED TO C w \ / `' ro 200 /ND /C.9TEf BLOCK NU/VAIIII I Vt PROJECT SHOWN O 95% RELATIVE COMPACTION THESE' PLANS W /TM /N EXISTING COUNTY RIGHT OF \ WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION �7 i ~ ,A /NO/('QTES SUED /V /f /GYV COPY. �`,TE PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY 'VIA SARASAN 2" ASPHALT CONCRETE OVER w � �. I � t � �\ {. T _� R NORMAL WORKING DAY UNTIL COMPLETED, 1**fSPECT 1VE �. SCALE I / =2E� i 1 /N�GI sQ /N_� /� AS BUILT 9' DISINTEGRATED GRANITE (STATION 3 +50 TO 6 +50) BASE OVER ) L i r AND INDEPENDENT OF ANY OTHER WORK ASSOCPATEO W/TH 6' NATIVE SUBGRADE COMPACTED TO + IO t A - MwATF* tWAINAfi 1AMM T -1 M nM � M(!� THIS PROJ CT OR UNDER MY CON RELATIVE COMPACTION Ci ) f 4O T ` '- it S I ,, s W OWNER GA V +� I , . O , \k DATE: SLirx• L �' B t2 E _ SUITE )C10 VIA MOLENA 3 1/2' ASPHALT CONCRETE OVER : ADORSS �i�2Cil�l C� \F��? r -0 - �j21J1 �, ! 4 , (STATION 0 +00 TO 15 +00) 6" DISINTEGRATED GRANITE BASE OVERt 1 \ '., i \ i _ 9" NATIVE SUBGRADE COMPACTED TO �I _ \ ! j 95% RELATIVE COMPACTION VIA MOLENA 3" ASPHALT CONCRETE OVER ►Y 59 �C 401 ( 1 +_ \ �� `� -r- Ir ASSESSORS PARCEL 257 -07 -478 259 -12044 (STATION 15 +00 TO 21 +60) 6' DISINTEGRATED GRANITE BASE OVER 9' NATIVE SUBGRADE COMPACTED TO r 1 95% RELATIVE COMPACTION �' �M . ice• '."i f - t � .'' .,- r` p F� .�., .,� ±� 1, '• VICINITY MAP ## acmf t"IpO c ON!`AACT �u PERMITS SHEET Q COUNTY Of SAN offal 1 4 \ \ 1 "PARTMENT OF TPI&O PORTATION OL /1/E/v�/A MGW/C / ,oIPL hwTE! O /ST. .r, i \ �\ 1.. r+ � � iI \ I ! �: :� I REZONE PERMIT NO. R - 6¢ ~ tEV.ss - III A � 9PRRbrED BY: / ��^ MAP SPECIAL USE PERMIT NO. P 75 Co�MW Aq&K A10R c* r' GRADING PERMIT NO L - 8876 N' lT NO / NRLC15i0N ,, FL-000 CONTFIOL DISTRICT SEWER AGENCY MATER *AMNCY MUNTY Ar0 CM-1I►N11CiES BENCH MARK " SAN DIEGO COUNTY FLOOD CONTROL DHITR T �)►�nrT E71L/VENJY"Al AEYAWCY�L WRIWR D/SrtllCr AMw »' Des,q�e^ ee/ Doe W ,qr JUL 1 114 �,> P�c�blM C. J. M01i>ION. DI RECTOR CL' ,{."E't° - Q �/ cays7�nsr .. ,�w DESCIII►T,o� PWt� /M�! �T. slE _ ,..,, „« .,, „ 4 � WATjFR W"#Yd .APPROWi. r41lM1YLOlY .I' MICROFILMED Ap�Ir"MVwI/ � AP : ,90NLE ENGNI(EiRMIG 2 AMW 'na ewcT' P - - laf" �S L .T»IL. GAM /Mn E� PREG1SN�li PMMwE• Mtr: g /9! _� E� IN►CMlC IIINEEI AIMMYE• Br: �zslii.L/ r. /nNra for 1,MrAEthRCt N►nrc wr 06Wr s - ZZ. e2 � JUL �'� - AtCoeft FROM COr</NT 111!'C �� e••••• e XW ELEVATION. DATUM �,� - 401 GATE: 7 979 M�rs / DATE: .a..,%/ t/_ i��9 "0 791) A "� �•""' R.C.E. lS� 4'.A4 E LD. NO. MOMMONdL&LMEM 7 - F - / - I SE LATERAL DATA TABLE ,,07 7" LATER. N ✓ER TOP OF Q`PT.S/ O /STANCE M.H. LOT hVVE6?T LATER. /NVERT TOP OF � PTy O /STANCE �yy LOT NVEQ LATER. /Nl'ERT TOP Of [APT O /STANCE IV Al. LOT /NVEP LATER. /NVE�PT TOP Of DEPTH D15rAIVCE MN. AT /N ✓A N6T ELEV CURQ UPSTREAM AT NV AT EN6TN ELEV CURQ UPSTREAM AT NV AT EN6T ELEV CUPQ UPSTREAM AT /NV. AT EN6T ELE ✓. CUlPQ UPSTREAM NO• MA /N MA /N AT ELEV. ' FROM MAIN NO. NO. MA /N Af AT � ELEV. 'QT FRO/rl M.H. No. NO. MA /N MA /N AT ELEV. AT FPOM /y. A/ No. No. /yAiN M AIN AT ELEt! ATE FROM M.N. NO. f 218.31 2111. 28 222.41 027.71 5.3 7,?. 43 2 2/8.54 2/ ./ I 2214.49 229.79 /29 3 3 218.78 219.41 225.09 230.39 189.43 - 4 019.02 2!9.65 ?23,69 230.99 249.43 -" - - S 2/9.26 219.89 1 12ZOG.E9 231.39 309.43 4 6 21'.38 200.21 I 03f.89 232.19 19.43 S - 7 Pf9 82 22 22749 232.79 7943 8 220.06 220.69 228.09 233.39 139.43 9 220.30 20.93 28 228. 9 033. 199.43 5 /0 224.49 225.12 25' 229.20 234.50 251.00 6 20545 226.08 18' 12429.G3 2M93 6.00 /2 227.09 22.7.72 28' 23040 235.701 61.00 8.80 22943 28 231.51 236.81 118.010 14 230.02 Z30.65 /S 232.48 23778 159.00 15 228.62 229 P5 65 231.71 237, 0f 5.5 112.00 - - - - 22767 028.20 30 230.75 236.03 77.00 6 - - -- - - - 17 220.15 221.78 26 228.32 233.62 /G' 2.43 S - - f4l 2/9.92 220.55 I 227.73 233.03 103.43 13 Z19.67 220. 227.10 232.42 42.43 5' 20 1 219.3 5 0/9.98 226.52 231.82 332.43 4 21 219.11 219.74 25.92 231.22 272.4-3 -- - - - 22 21888 2f9.5f 225.33 P30.63 213.43 - - - - - - - 218. 219 26 224.70 230.02 132.43 1 -- - - 24f 214.38 219.0/ 28 223.84 229.14 90.43 4 25 268.55 269.18 26 271.76 27706 226. 70 9 - - 26 266.75 26738 1 270.36 273 66 172. 6J - - - - 27 264916 245.57 J Z48,4fo 273.70 //8.4/ - 28 263.Jd 263.61 l zrv6.3o 271.60 66-89 2- 261tf 06/.84 263.93 269.23 6. G9 9 30 258.76 259.3 261.53 266.83 5.5 206.9! 8 - - -- 31 234.21 256.84 259.13 064.43 f419.91 - -- - - - 32 1 25366 254:29 1 2.56.73 262.03 86.91 - 33 251./9 5182 255.14 260 28.91 - - - - - -- - 34 250.64 251.27 255.00 260.30 !4. 91 - - - - - - - - 35 252.74 233.37 255.88 1261.18 6f. 24 8 36 064. 064.63 266.99 272.29 8f. 00 If - 7 268.82 069.4s 27160 276.90 15777 fJ - - _- - - 272.83 273. 6 1 275.67 281./7 S /.00. 12 - - - 39 76.12 276.75 279.35 284.66 109.00 0 279 80.07 282.86 248.16 16757 - - - - -- 282.26 2l?P.89 2x5.53 290.83 21744 9 286.12 26 288.42 29172 274.33 /2 43 28720 08783 35 29420 296.50 5.00 13 - - - - 44 326.63 32726 24 331.01 336.31 64.90 16 45 322.81 323.44 1 325.35 330.85 s.5 320.44 /5 - - -- - -- 46 1318.39 32103 326.33 256.27 - - _- - - -- -_ _- 47 3M.11 314.74 316.67 IAIIR 1.97 198.27 - - 48 309.84 310.47 312.31 7CPI 138.27 - - - - - - 49 305.57 306.20 26 307.98 3.28 78. 27 /5 - - -- 0 298.66 29939 /0 306.00 N 47 /55.00 14 9 -- - - - - - 2837 299.20 /0 303!X1 150.00 14 -- -- - - - S2 299.53 3/X116 4.5 302.95 308.25 205 00 14 1 300. 36 300.99 25 303.33 3(�IB.69 JO.00 /s /.20 30183 26 304.66 30995 16.93 55 305.12 303.75 30736 312.86 71. 93 - - - 3G 309.39 310. (.1z 311.83 317.f5 131.93 -- -- - - - -- .57 313.66 3/429 314.2J 321.51 1-91.93 - - -- 58 317 31857 320.57 325.87 251. - - - - - J9 322.21 322.84 I 13Z493 330.23 3//.93 /S -- - - - -- -- - - -. - - - G!D 1 3P5.m 326.15 I 1 3IZ9.40 334.73 37 G7 /6 G1 132774 3ZO-37 26 332.50 33780 5.5 92.30 16 - - - - - -- - ONLY Z AS BUILT" W NEW Tel Li I- L, v - DATE: SE�Bo Z "IcRID ! '. PRIVATE CONTRACT Z � W ET COUNTY OF SAN DIEGO t2 ENGINEER DEPARTMENT SHEETS / I'Lf7/VS fl P jHE /M/°i7C)VEMEN7 of V C4 c/M41n10 AR-or"'W A403"'I o� TEN COUNTY APPROVED CHANGES d 0- BENCH MARK Recommended for A LL.l v No. Description Appr ed by Date WELL A40M 4D S77 it 7 Approval Ap�raved Description: - L" PRECMdW ! 4 �- ie w - ,moo a ✓ .y S JUL 3 1 1979 E s v � 1. SEWER 'ASBUitT" 9-9-80 AUG 2 7 1�A5 / Subdivision /aygfC pr LecNien: /NT_ EL G9MIN0 R!r'f1L / NC/lV/ ` Engineer of work Checked by fd +IGRO> 1LIVitD Vim' MICROFI Record From: COL//�'TY RECf�R/3S 7-,�,�, -7�� _ T.M. Qy U AS -BU /LT �,/✓ El P ?A. 790 Datum: /��1.!'L. i'T/ R.C.E. �S'J� APP Olo��97% 74 �! P /• FILE N0. -/ _ r . J 'PERFECT'PPoriLE PLATE A RODNEY STOKES CO. /oo raiTioN T,�r o" ro ny e- "cage K Tvrr �` 94jo(�.a 310W/.y o/vc 25t�w1.y w N N LP "r� N gy m' #G. N H M >�i j � � � �t3 N N �y � •1 300 MLY o „ 2G0 is�Ly C34e G. Q q3 g i J 3/0 ¢` I lff /s /� /c G fzrx/,vr� Qo v. c. _ m I y j t\,' t ,, Gt?a AN 4 N / O (? T - P. /, VC. 297.8/ p 4 p @ t� / 1 �y 4 � - , sow _it o N �f N• Uj 770Et 50'V. 4" C P 26 ./2 `� b h a q� [� �1 h' ° .7Z 7 1 3.50 \r59.o� ,400 Vc 6tlCf' .b � p R m � Q TC3W:401� � \� � •e ` 6�0.40% y , ` ¢ ",cGr° /o'oF Q i� c- �caca� , � _ �' � m s• � o h i �rncar 290 ` . ' Z70 c4cltlj b N 2 Q v /N%e d0c� 310 ELY /c�98 `� N /70. 00 (Z 270eLy ` 235.9e7� — z�o�L y N � � ?(;o eLY' : P9CFX ' 1'S/ /LL0 5PA:P1NG /.7�Z. y � o d � y 290 SLY 4 5 t. k 770ffLY c c. 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I \� ;� W �o 5 5 =47 ;� S -BUILT 60`T� %,aQTQ W g �' CURVE O�ITA d =4 °29®4 W � I d=3 '08'53' PRIVATE CONTRACT �, `� l c�b�, I (u 52 �r � • � ��N CT 'P' -, L= 32.96 ',L /�(p �I (N/1 M } . �GA/� SEr COUNTY OF SAN DIEGO TNT Y �x ;{•I `J `vr !'•'' 1 ENGINEER DEPARTMENT m PLAN: W/LIOWSPR/NG DRIVE - h1EETS PLANS FOR THE IMPROVEMENT OF d =2 °oa3G" WILLOWSPRING DRIVE 9 L /3 /.G5'' IN VILLAGE PARK NORTH COUNTRY PREC ISION T-- -G Co. 90 COUNTY APPROVED CHANGES UNIT NO 2 M A/! L t ^'G No. BENCH MARK NK. N Description Approved By Date Re AlTIOIT� NGI1UltIRG �fAP1Y• Descri IRON PIN IN C C. STEEL POST commended for Approval Approved Mozz Descri Pion: EB r) MICROFILMED �', �w ( /i� /�9 �_. �o Subdivision Engineer !IU 110�ID �' �„ � Location: 9 /�. ✓, $ p County Engineer L MN MM. MLIlMIM an* _D Record From: V Ii,ROF i FaM1 f Engineer of work Checked b q 7 y /E � p y i T.M. ... .L.S Elev: I C 9 /7 .7 Datum: Us F• 6S A pproval dote X49 2 R.C.E. 10284 ZBrJ6C7G FILE N0. — i roo R) oWLY r ON OV kiQ. 7YEL ,� w a0v 0 iYLY 1lc.3ciQ z rj t O o\ v f.1•CcT CS,byIJ A?/. vc. 293. w N !\ (� h%L tires � � ELY L r ��� \ N � o ca <cur. //y1•'t � ro:l[cp� � 000 7CrLY °l _ 40 ✓G. TIl'iA617 f906'J"G'"M 7 0 0-2'tV. P�POf O V.G. gwy 00 S Q UK /2d W N � o� ; W T p N � (1 � �• U � `l' �'� f'� © 4P G � � r =� et �� � e IL `/ s J \' 1�. ' `� '• i r " C 1 ✓ I x EU 1 �.�' I . 9 1==a 3' ... % _qtr -. .. 1124 7-4" �I 22.62 �`� ���; N yto6.o9/Z or4 L DO Q /+'�5t3 /i!CAC1 �� + fie. \'S• r000 it 70' 10 �•� k V j L -25.03 , 2�8 �� =� d 2'2325" L 2080' N - 1 D � L= 25„x"3 h _i3 J � /i M 3 " II S V Vll;� Q �{! 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GOO U �� 'VG' �c O 270N4Y Its i t �� _ N bN bN ON �N aN �V m �N �� 173 O� PrCdPOLCI3 _ o 2G0IV -Y (;Fov V . - N N -N N u� ; 8 � o `�\ urua Tc. /SiLA1N0 7 �OVL LX /ST. C.4f� N Ma.Asv c t �� m m.�om N o NN 270 N - - - -- l9 VU 0 Nob u� O ON ��uru T. c. �> V m V Urij N O '� I � 0 � � J 220 NLY a/a Nb Nb�Q�'l�i V Q N h m O P,POP05Ep 2 0't1C.� N _ �_ l5 u. uj_ 0 N N N 0 b 0 zt r f % N _ N R 2.30 7 `\ i c N Gr�OUNLe N 1 � lV N b UI J T � N lj NM�1 3 A�iC Vf1CUUM VQC.� A,15A5 N ,�j O �pV / (� 47+ l3 11 * 270 9 5 - LY 1E �#,. q o � �. 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N I i ' I Cl 72 W/[LOWSPP/NG DAME 40 ✓c. .55f22.78 t/ /L L,<iG yyy / � Z I /o /5 f C 25 Z5 79 75 Z5' 75' 75' 75' /5 f 03.00 / Cpl 30'_ -3 °' 30' — Bo �� / 1 ,_� r r �r 90'Tfz,4A./5 / Ti o N b 1 0 1� I� VI -rr �/ J��ll� J\1 0j - - - -- -- --------------- - - - - -/ f02PPOPOSEO /MPPOVEMENTS I � �I N I � J ✓� J f � J TYAf IICAL Lt'�T TUfz/Y 1�Klt - r /.�ETWL ( -2'co o - - - - - - - - - - - /N V /LL 4GE P4 PK WAY SEE I I I I j � NO SC.4L _ _ — — — — — — — — -� fUTU / L/ S ,y�lrT i ^ � SEWER FJ /TE TPM8038 - / SH7 4 - - - -- - -- -- i 0 0 N �IGf fT of MAY L /NL SH _ _ — — — — — — — - — (?�c. NO PT 30 /9710 � / SEE E E NO. // 455Y�CONN. /N7U Xi5T 20NI 7OA 570AVW ZW4U�/ A.C. (" /fZX197-_e0 "HA9NoT —! /� 5e- 5 -&rfTTNO. /2 TV/!= - �� �CX Of A'A ✓ANG L/5T /JLt�'J O '� Q BOUNDA — — — - — V STtO r w — — — = _ — L.�O FLANG�W r �j}I/CUSP_xK) 2 I *,; I / 4 "� .( nWa. IG, /orf/K �— SUg/� / VIS ION _ — A — == - - -- ,z , ' L/M/T5 OF GAGA v /NG — �_ — — — �t41z1e G4 r 5/ ca4t GUTr�fZ I - -- - -- _' - - %_ - Ate! 1 24'x 20 rLG. AcecrrceK I io' rK •r "'" Ny 7'71 '0 o ' — �. sly. r t w,6 rA�ru �K - - - PPOPMED 6 •G.. f /yONO 2o"nro>•lour�Jac pi � b — - �F; —{ , __, p.s. _ . cr�,�__ _ L \ � �. ( � /4 •�-.�5. �5A'°s✓ K. ��i�1► I o E "6V. PdaPfQ , PPOPOSED _ _ GLK fP7K 74 "PCP � _ _ % -; `\ o o / p.$. f h o � Ac ;y;�ll D PPOPO D. F.H. \\�� 2c /26 /¢A�70. Ni I Ni `1 I&A. .72� /o' 78 77 7� 1� /�• i 7!6 i �8 � I� u�4 80 60MR4 + G ' PPOPOSEOQB. �p \ � 9Q I I II � 7YA A3 -I /NL 7 SIDLrX S'j o '' i I I �\ r N o. C/ 'AS c l l � - BUILT 5� cb� l/ / I II 2'� I42' II I I � � Pl AA/'• UlLLAIG'E PARK WA PRIVATE CONTRACT �, � aiN� �. SC.4LE / '/ = 4 SrtEEt COUNTY OF SAN DIEGO I /2 WILLCW1 ENCINFER DFPARTMENT £ 5f{�iC7 NO. 3 USE -j!:' /TASK iqAM5e vucTIL� //ZON P!fF Gyp moxr,4r L/NED4 PLANS FOR THE IMPROVEMENT OF C 047 - 0 5 7LML f'/A� Ay ?tf MONOl= 7LAML<NT RaC y Tf1YL 1 VILLAGE PARK WAY 1 S/irAP IN VILLAGE PARK NORTH COUNTRY PRE - COUNTY APPROVED CHANGES BENCH MARK UNIT NO 2 -� No. Description Approved By Date ip'� /QON P/N /N CONC STEEL POST Recpmmended for Approval Approved HARBO AR . � � 1q � E HARBOUR ENGINEERING COMPANY. INC. � �� Description: 1 61,� W�G..�. -.. �ia��9 fi Subdivision Engineer MISS '�E' SUI W Location: R�/ County Engineer ' �ROFiLMED ' SAM wno, CALIROIMIA M19 4•. ; RO.fl Li4l�i�" (714) n' Engineer of work Checked by 0 OWN$ Record From: CO. O SQN 01660 �j[� /� .2/JG T.M. Elev: IL 7. 77. Datum: USCF. V.S Approval date /3 I( ✓. L.J R.C.E./0ZB 28�JEC7CGiT G i FILE NO. 'PERFECT'PROrILE PLATE A RODNEY STOKES CO. 47./ / POK. 40 �I d 1. 47. /2 MO/7 /F /t7 V.C. P N ab b K� k; d JC p k b au o h� U / U . �C M /oo i sos r\ % /`� 4e e � oi4 �c eia 4 1U v �f �l !�j N d c� m f oo °i a/ e.(1 � p, • b /4 (3 .% �7 e/ e 41 4 4/¢ l5 d` m p d/4 0�d� h tV \ �v� N N /N NVp m mN N �b � "N bZ S 302 �i V (\ `/G C_U_ 0 J Q_ �N �u� C hOj N Nog O m �4)�?�p, ° -o NLY 2 /ao 'v -c. 2.0p /o VC. — a Iwo � v — lV � U� u I 40vc. ! m . p N. W CUKI3 h'L'�TUI�J� Sl'Si CUJ�J3 , 7TU�ZN Z f?1VC.30L7I v d b a O A N. f CLJI"I3 'C•TU/CN W /LLOW�itGN6 /� ds CCOLN(51 V JV✓ ae. CLlI APlETU/AvH 0 �� o ' U fXCZTC�rtN/> b b m 0 Q — b GLtrN 4KP0lt @ CGl�LNC3it7Et'N rvY GL l.�CV C-O MOftC ,V I siY. 3/0 �� a p � 0 N p N m /. 00 °v � — _a � Nc b J � \ N p O � 0 u k in 47 � � � ` � �� � � O � 6 �° � �.. � " / O / •� Ci3 Z -0 0 m ► �� Vc : ° ° ° a 30 2.00% oo '/ 6 /HVLKr Q.Gb _ 8 V �l �v Z / R io "11.c.P. ' a/4 Q�4 e/4 ( /4 k. ,� /Nth G/uY7� V �/ VI 8 „ ' f`r .302 � � R � � � d —� � � m � r 0 • > / o % 30/ ° � �S � N N �j lV t� J H.f CUkV A*r7-U)0iW 302 st curls J TuI�N - 2.00% b O IY /L/OIK�if�l�C /tif5/.7�gtCG�CN67 7�/IVY h/ /LLOW�' /N6 I;W wCC0W6)l�7Y h�Y V z 30 SLY 13 8 9'Q 4!{ 'Fl o p b w/0o VC. 3/2 J b 3 0 0 0 � ° ,� 4a 4�s % �B e, :O o/J / OQy O U N h N L9 b \ B �g �O SLY /dip 7o'ucO o Vc, N Od TO 1-7e N Q` "-rt -afz /ao pKNC/CKLf t- s�ifcT IPK01=ILf5.' cuNA3 Atc ru/w/Y5 q ` KJVUckoI 5C4 LAS.' 5 G N a NG N� Q� 00.00 CCe7LN ,� N rV„4Y l �d2. �a Mho coo,A/' w TOt/ 4( W /LL ow l HO - 0 w �� � f SNTNG U pi �� at II l ��G/GG.GGpC-9- d= 670 °�7�d” 3f� RG.K 1/ h 44 0� 41 �/ m d � Le472�1 jt + o 1 C3QQp' h L =7067 �8 1120 E , 'IR p ,gfo2.G /G� Ta462T CE'i R t T 00TA V a.a- ' / �• I y170.GGp UI S Q =45`0937 YY.d7KL //v1!:`)UdT1 4i W ®N. /70-4 �/' A I o cu A�.I /2 l� III 17 p� O Q p i• �' /N6 VC S . \� Q�' I E �dTd S AS - BUILT" U Q y�/ILLDYySI , KNUCKL �j 1 -N a Ve 0.A V 12 ! N SHE r No. 9 i d I� I� ro 5 =moo GLEN Aa r/ 4 ti a ✓�� © d s q 8 �,� O' T ' ✓L<~ ij LG7.02 NI 148•(2 PRIVATE CONTRACT SHEET COUNTY OF SAN DIEGO /2 ENGINEER DEPARTMENT /Z�TU/ZN 424T4 L =GQ. /3' H E E Ts 000 „ T= 52./3 1eL4N. ' CDOLN61'Ic�"N Jve4V d= / °50'29'' d =90 O K' =390' 5GdLL�: P- 4 01 PLANS FOR THE IMPROVEMENT OF 7 1( 1-=47/2 L °G2,..c�-3/ COOLNGREEN WAY R ; ..ti. 30 a� IN VILLAGE PARK NORTH COUNTRY COUNTY APPROVED CHANGES UNIT NO 2 BENCH MARK M No. Description Approved By Date R �/Z �� /1PON P/N / N CONC STEEL POST e Znded for Approval Approved C 'YON' � 3 / THE BARBOUR ENGINEERING COMPANY, INC. �s BQ 1//6/79 Description: `� r / � F 1 ' 7 7063 ROSECRANS PLACE, SUITE 301 Subdivision En sneer - 7 Location: /� 9 ' r SAN DIEGO, CALIFORNIA 931,0 —. -SL 9 n County Engineer Engineer of work Checked b T.M. (T,.) 3:w63, 4 R OSS FROM P. P /// 55 P Roc ' Record From: C'�'— �1 1 - ae1 a►te, CO t'1F S4ND /EOO MICROFILMED &M, /Z9. 7 Datum: /JS.C. $ (�, S. Approval date ���_ — I d, f✓ L 5 R.C.E. 10294 .ZBDEC7a l i I I FILE N0. I 'PERFECT`l PLATE A RODNEY STOKES CO. 7 8 q 10-AOO /..NZK. 4.h-1 // - /Q 40 � v O` N O 0 13 b V " .G I "A.0 PA % A. C. f° Vii+ -ANT 4-1.00 /o �p N f? /. VC. 2G /. 82 3/0 ^l.Y O U o N n 0 3Gb h/LY '0 Al A/ +100 m v - o N N �' 250 WLY C� ®Cb' MAINZ "�! 1� p 0 _ o 220 ; O N t� N � (� 00 N' N �► N /NV�KT �• /NVEKT \ � 0 0 �` tp p \ � V �F 0 N � O y � \�jS \ �` GKAL GRAPE Q / i 1� ) ' N 1 � 30 ��T u u� J� \ N U N d'� N N N 2 240 n/LY • m N �o� N N QN :�n Hm >� ti�N W 7 � � N � � 0 c J I T. GfC/y/7 Ill a0 /. V /M1e!�r \ - X /5T. Gi*VV 3/O eLY ` N 0 0 b \ \ ° Ni '` �� 250 ci 0 _ v 11 m m m �` 0 p �� \ N �b �b VI N I� \j C3 n l� " m QQ ;tip n J 2401 COOLNG N 1 s4Y 0G4Lf f /!�- o' V K 7T /'= 8' N ± N h N at►•tE� -7 G/c4t Qo �' — -"�, 250 SLY ; — - N _VC )?/.VC. --319(60 4 7 8 — - - -- o - - - -- — - N ° 240 JTL.Y 9 N •nr 3 K 30 � � N 5 7 O-4 O d= 91.339" t� 0 L= 511 � � MI7/7V.C. t - I� l J WILY CU/IF� IJATA 5 w g 5 5 S w 5 4 N MN 7 •1 zC �\ 15-1-03.00 illl IDN QIw L= 19G4'O I Q2 D, 4I W QO L \ \� \\\\ �$ �, I I . MAW 4TA e 43 � rn o 39 38 wLv cu�rrr} � r I �� so Q Z 49 8 7 I 45 �� =4/89. 1 ., I C I W W s' ®p= /a 2' ZI d= 21 -- W 61 1 W IU �#�I L- 2q1 /' I AM1 W � I S' S x R /n4 T4 `= 69.77' 5' W y I IW WS dTnAl OI �` = 2 0 0 1� yji h MI I I 390 51 S O 1 �� K = \ l 5_ �t �I = I d= 29 °3/'2G" N� til Ih 7. /G d Li /03.0 ' X21_50_• -S �� �y� 6�'�C1? M9N b N S I� OlPl I s.a. /90.97 .. . . - . • ..... _ o� c 1U ..•.. ..: . . ? 3.99' - _° NG'�gop" 3� - 8 "fsr1! Nt'SB 34 W S ` "V. C/? B I /.. - 1 479' ��/ to Z LOA, - _ `• Q C'� r 190.97' p P �� Q \ � r� S. F 1% r s , f#. �i ju' UR I I W. [ /NE 5 S' CJ��' \\ \ v) y rt%4T�J� M.�1/ �I �E ATA E SE S K= 3J0 S' N l j 07 t LY CUKI3 17dT4 34 3 �� \\ �I 1� -R=400 l ©K= 218 ' 4�N o CA 20 2/ 22 23 2Q L =2 /Sq 2 i� T= j3 94. 3O 3/ 32 4= 245353 33 cry R�T-WN 42M �b I L= gQ73 Q/? =30 S' I I - 4_85'2!0'07# (�� s b q E Z Y a/'l lj 0,47A />A7,4 6''SEW. L /NE W "' W d =3 °39'26"' \ = 5 ?6" YS/�1 _ 10 K ti/.4 /N L- 4Q 70' a 300 E'L TA W N w p © R= 2 ' S' AS - BUl L T L= 20.89' N �Ja , d = 29 3/ 2G L= 22.15 W W `o P 382' p I S 7- /0.45 W L= 2G. S 5 L = /O 121 W W S PRIVATE CONTRACT O 5 J J`V4TjV< A-1-41H � w SHEET COUNTY OF SAN DIEGO 5 pL,4N. ' CDOLNGfZ��N VSi�(Y � 3� � 7 W � � �j. ENGINEER DEPARTMENT SHEf iS WAT�i'c M41N �'�� 1 L -271 W Cf PLANS FOR THE LMPROVEMENT OF PRr 1 ^,1'1N COOLNGREEN WAY K=3/o IN VILLAGE PARK NORTH COUNTRY MICROFILMED J C COUNTY APPROVED CHANGES UNIT NO 2 BENCH MARK _ No. Description Approved By Date / Rec mmende-d f or / , Approval Approved / �����/p I NC. Description: /� 1, IRON PlN IN Cl STEEL POST E ARBOUR ENGINEERING WIf7�A1�1. lv4 - Subd "' ivisian En � � Count • ngineer 7. F F o r 1971 3055 GO, CALIFOMI1A SU IT E ' Location: '� 04 f71' �' Record From: Engineer of � MIOROfIL Chew.: ME�, , �, qlo, pA�, CO. OF SQ,1/ / G 19 T.M. 77 Elev: Datum: USC GS R.cE. 10284 ZB ate ENNEEN FILE NO. 'PEPFECT•PPOILE PLATE A RODNEY STOKES CO. a7 990' VC, ' f�.i4 c/SrU�7N 26.09 ! /.3� 2G 47/2 0 . k NZ j V U d dt2 k e a d/ d/8 /e 40 40 V �I� 280 el-%K N I o� 41 oo qC� �2 e '� m N � ' � � O N � /z � e/ e 2 `J� d / 8 9�C p ,,�c� q ��Am �n N ON N N VN � N N � p �'�� h � O N —T crs n O N + N N N - Pep CA IS U (\ N N N NM 270 MLY 219 270 eALY NZ Z x /sr cta/i✓ N 1� � • Ur f'I.1!C. 2 ..�5 � \ � � ,� � Q t 200MLY '� O M C t � m Q t\ i Ctjt� ti yl f�i70� /Lf GUL /.71�• OA 9 TJ'S/ //V� L�1JV 000 , - 280 it n 1� l9 p o O N l9 t yl AIA.K. NN p_ 7 0 )k- L7UNtJ OC ON 270ig k 5 =0.0 Ye 270 n-- �� M.ft.lC. a _ �� p Cr 5 1t <(C.f? A� d `� �. U 49 p. 8 O �� 49 G� �G 0. do a / Q I � roA70rce 280 MLY /o 00 p U Cr U dC b DO M 'Q V �p 1 ap U p 270 SLY b b N k v O V N N 270 WL p 7r /Lf.• CUL /.7t s4C= T��4NOU/L COUX7' kp -� N � 4e d4f�tO Go Tic. q6 9b 4(6.77' ~ 417A?" 0 2/. 72 'VC. 2100 5LY �' r f 2 27' -- I.Gto 0!O M 1L•& " Tiro NQU /L COUfCT �''.4L HOM / 0 / 2 3 5 0 / 2 Z 2 ZIP 5 CURET A&711 NDATA CU,Pf! DATA S f 3 CUR /4ETU,PM DATA I /Titi L - 47. / ?' L= •'109 o LOWSpf� /NG R =,3O' N'LY. CURB DATA W /L1 gee �iE NO. 3 L °4 I W d=/ ?O " � W � / / 9 �� � a 'v s' H� N � 09 I c d.ru itN y/ /� I I I �1P% `7/ kI ' �A�/ 8/ 47 78 N 77 �C I K -02 �/ / I v �p �I I �P 5f?�4Td C. d =aG'4229 x�/ / '7 C ,r II �I I I � / �p� 'O,�cI O M N14 L,. ° L = 2G.09 / vJ X O II a � I � - -- fZ /000 N N 5 I �, / / I I ID +• ; 3145.25 PC,? 2 , 5 r . 131 87 38,1 P ..7 / + 25 j✓li'X-y4re.O fL. G p/. as N 27 � — 90.0/' I X08 • / 56 °0948 "E /_ - 193.95 i ! ! - - 47 - OF SAC GN.d•G 47 �' CURB DATA CUL °LF!✓. / � c0 74 2 272./2 ° ° `0 Aa ' �J 00 W 41 r / r I O 5 w I, im � ,•: I / ?/86.4�� PC._R. 1 }�' t' . G �� � ��Ii '� -- I � - - - -- Cp O 5 /ELK G3 Gd IW L r - i I Ii j �C i Cf3 K TVA 5 V / N � p14+ S I I I� +l NI U �I I I kl dCl 7.3�s�� �' l'�� J Q I I2f53.25Rue W II I 4 \IIZ al IN ' IYiI I e U III I I =32 , 5' p , , 1 10 C5 /r�'L�✓.a GFj 01� W �7 I I G 4G Q229 q '( I l I -- a hl I Q I NI I� Z f o co II �Ihi C Rif RETU N D-- Q al I� I Op II N I 0 20, U 2 I „' S , ti1v II Ciltfl d= 93 ° 08' �I INS NI I I III I �I m L- 2G.09 Ili I! I�h Flo R�a °77' � � II I I ^� 72 5� , o +�..�, / � L 5 W WILLOK49pt?ING O� II "� ,fig 7 � T NO 3 tf S CWT SO' PETU.PN /J4 TA wOMAC' LJHL ,�A o 5 W a/0Z U4Td 5 5 R /000 2 �� "' PLAN "' Ti FANQU /L COWICT 5 'AS - BUILT 4--120.10 ' L° ?3.33' S 5C'4L • T° 11C7' 'LY. CUR 0-474 R- 982' PRIVATE CONTRACT L °22.9/' SHEET COUNTY OF SAN DIEGO /2 pr?F ' WN P L INAf AN.* � /IVO LA L .� ENGINEER DEPAR7M ENi rL ' 4O' PLANS FOR THE IMPROVEMENT OF SOFTWIND LANE a TRANQUIL CT. IN VILLAGE PARK NORTH COUNTRY j COUNTY APPROVED CHANGES UNIT NO 2 BENCH MARK r l I11(1N No. " Description Approved B Date r/ Rec mmended f Approval Approved CO pp Y Description: '11 IRON PIN IN CONC. SZE& POST q > or THE BAIVOIJT< ENGINEERING W�I PANY, . NC. _ s 6✓1 . . , f //u /�9 0C - 0 7 _ � Loua.z 206E ROSECRANS PLACE, SUITE 201 Location: .5 M / U Y Subdivision Engineer I R ✓ �fd �man� Counts Enyineer� SAN DIEGO, CALIFORNIA 02110 D FROM PP. 11 S5 P 2tl�7 Engineer,of work 1 T14 Checked by 1 aoFU_ wEU � DM ale M Record From: CO. 01 S4N 0 1E60 �"- t floc T.M. Elev: 129. 773 Datum: us.0 Q GS. Approval dale R C.E. 10284 29ae - c76 FILE NO. 300 NcY eo �. �io g,8 °� 4,8 418 a� 4/a h rRhfcsr� A140 U a S Q717 .t / N o u C L �C' .ar4C 4 y Wo �x�srG�urvr� �' �±� I7C Cr 'C � 7 �[f - moo' V N IV 17AZ m* f` .roe sty , x IT 60,- , /oo ti '^ U w 29b rsLY 1, SAT. / 16 QN 2� -sLY amo 290 MKT l'� 4 19"Lz? How f ' MKT.' /e d" COUPCT s� HCYC. 111-40'. o i , & sr.rc� • f =Go' W /LLOYVSf�/�C /NG /.7r p" _Q , � •li � .I �/ �7 5r4 �/ v V. o\ I II NI ���� �0� �\ '73 �p W 7d 1 M � 7 I >+ ' 2 I I v� N ,0 71 ?3� "d`C3 #V4 lF— �rv,� i1 "c�c�x/rLr � I II y2 b'f�rca//✓.40� '7/ 70 I I as 5 r o p � O Jt� /LLOyYsp� /NG NI / aTa ( a w L -�e A00 "AS - BUILT © AR 77 � G =4G `G 07' � � PRIVATE CONTRACT Ls y � SHEET /V ?R1 CISIUN p(4 fy • 44001 CFAw4wrN COUNT \ %27V rr�y /�/��q /h/ ,d COUNTY OF SAN DIEGO =s MAR 2 ? 1979 3C.4L - I �� I ENGINEER DEPARTMENT . �/ SC.dLf I =4O� ,,*M IMPR OF MEWWGREEN CT. a STORM DRAIN IN VILLAGE PARK NORTH COUNTRY COUNTY APPROVED CHANGES UNIT NO 2 iE (ISfi?N No. Description Approved Dot• SENCH �� �' MARK �/2 IRON P/N IN CO NC. STEEL POST ecamm•rd d for Approval A AEiOO(TR �1'HdP1�IC 111rT. p Description: • Ya (j 0 3l/G(19 r C, t (; 7r n ISCRA Ig P Apt, WTI W Location: Subdivision Engineer J //• 27ssS inwr bIN aM�O, OK117ggg11 f11M - 1AILROFILINED, PLN sat Ack FROM • • w I Engineer of sork Ck•ck•d by M Record From: CO. OF SQN VIEW 129.773 Elev: Datum: USG. C G S Approve date R.0 E 10284 26u`r .944V Q FILE NO. 'PERFECT'Paorac PLATE A RODNEY STOKES CO. U � '' cu�e,��rua 0n H 0 / N /4 /4 4� 4/4 270 f? /,VC. d a 290. 88 � � SQ O U \ - rL/TU ff TOp Cr Ce 5s0 % ' l� t ✓ r�GQ O � `7 N N a b 0 m \ \ N.W. CZ iIMV I�W7444z/V pipl�} Xlr x ql ii`` + SGc1Lt Qr N ti N N N 270;CZ � /sT. C3,tiV,v, V N r �5 i� ��1 �2^� � 2 a�'v. c. 0' &Jvv. C. 9 7 N X /5T Nb. 270 CAP M.A.R. A Y� s m /NV CT G ✓ c�° 0 l() ' 11 ELF /Lf'!o'A.C.A? 290 t C9 vxj SCr4 tbR. l'Leo' N If =4 70,J of 1 _ ��. 2Gat. \ SoOw ///VaT c9 s e 8; ,e ,- � 24'4G.f? 2 G MP OF4.C. /Ji'K CAPA55Y¢/�IA�C' 2 � � /0 51�YvsEK i,�A M NT AO 8� TOP OP /O "A,C A7 %Z I 2 N 2�,wcY w L� Wo ' 1'si /GLOYVSpr� //� /.�P � � � ss e � m • SCC�TL .' HGYr/ QO' u �i � pd �A •� /s8' 0 4�1� V ° iL'f /0 ':a.CPr 91 -kdro N N 0 NJ „ h� �O 1J V N J i l l t/Oiz /- 20 �• r YvLY �f�T. /' =4 2/ 22 /q /8 N * I /7 N 0 � 200 , /0 /6 Y x i I r� �� RA RX lJ a 1 5p G � K V 14L.40ff AWA71<1v4Y vI Ji 1 _ _ V. �� ITS OF GiG� / s u / I /O 0. ✓ H N AL I / � / C�1PAMAI�. e � N / . d ,j/ _. y / c.,d / J i �' /o:rsr�sztw- o _ A T / %$- -- - - -- N // G ' • / ql r s� .I �' Ilr -Y '� zl : `� �I. Q' 1 32 . /i r Ar �' `I I i �!) 5 5 , _ �ofy532 �C.fz L/ / _ - - ��N. )� / / 9S ' a. — r -+ /I Op�`� W �I +-= _ 2 II I �, NIA'! t / 1�r� >, y Q ��f`� 1N r Y N t�J W , �i I % J l8 �� " AS ' BUILT „ CUkv T.4 rTO 0�. -\3 li ' \� / =\� I /' ' I 1 3 N/ S xA F I w I OKaPoSED /MprCt7IJJJJJ C �I 300 �'1 r - il 1 ) I �TUX� 5T / PRIVATE CONTRACT �1 \I _ SHEET COUNTY OF SAN DIEGO YSI ATtf/z M4 /N V.4 TA L a �/2/ ENGINEER DEPARTMENT SHEETS PREr,ISION /Z= 300" W /LLOYVSj��t /NC3 /.7/�/�/ PLANS FOR THE ErAPROVEMENT OF ! 1 a =.�° 4o'25' OCQ L�. 7 WILLOWSPRING DRIVE MAR `L ` `� ~� L= ?00.d9' FOR VILLAGE P14RK NORTH COUNTRY COUNTY APPROVED CHANGES UNIT N O 2 BENCH MARK Location: r No. Description Approved By Date '/ Recommended for Approval A Txz BARsouR E pproved supra ne immNG C.orr llY, 1 lIC. z P < �s D�escri t�a� ON p/N /NCCri/c. sTL /�vr �� �.� r 97 � aw• �owcra•r uerz, win /f1 0,V S /. L r � ✓ g 1. IIM OHM. CA1LMO1axA 11111410 11111410 � Subdivision Engineer Count En FE r -. (114) =54W7 � AKb C�91 'Al /9 � / 2 ) Engineer of work Checked by ' ' Record From: CO. CF �N /2=G' 7 �/ T.M. ! AA.r_i f r ILAAE� Mal L`✓ SA�r Elev: /Oz? Datum: /J S.C. $tG. R.C.E. IO20'I ZES/J�C7G i FILE NO. I ZZO i��rv� c�eacrn O►�r ��sr�r� � 222 - NA TUR,AL C%oUNO — �/_ i i /N✓1�itT 6s�.4rGlt TIT v /90 ° g p CONC. ENCASEMENT PER LEU - -- CAD /A r, y COUNTY WATER DISTR /CT STD. A6VG S - A . _ : , ►.. 8" 1/C.P. @ 0.40 % 55 am /70 �. / PROFILE' - OFFS/7E­6" V_C.F SEWER LINE 2 /000' SCALE RORZ / 40' VERT • 3 4 5 6 7 8 9 /0 �n LJ J% Jr L J r 1 Jr R.A- I CHO r 1\1r11\1J \:S � R./—\j J CHD e� r J\Jr1 JN 1 rr \1,s, v ao 00 , v ti � z . 0 Tea CAS W W _ CONC. EN,EMEA# PER( � � r J ��) 1 �' �/ 1 j r ` u 'ACC / / / / /O I�CQgIO / / // �/ /�' 7 Z 3 85 LEUCAD /q COUN71Y WQTE� _ f �;�� ' 9 I \ O/STR /CT STO. OW6.5-12 \ �� c _— 1 �- /- —�? _ ` �� �� ��-- r NZ °58'34 "W W' L /NE OF LOT /9 L � --- 1��' "V.C.. - - - - - -- - -- -- - -2 / � � -� _ v t r / �5' h 200 c / /S' SEWER � 2�� /d 5C � •yo I 5 _r 1 Jr 00EASEMENT J J I C. N0. 76339885 /976 J Q r J O r� r I 2 � J ) F r� r- Jul r rJ J L r�:� r 1\1 r J J\1 J rr\ IS) �aao rR.-J\1r1 —J J LAS) JN J 1'�� CU J �` 5EE PROPOSED 141N /OR H /GH SCHOOL SITE SEE SHEET NO. 12 "AS - BUILT PRIVATE CONTRACT �_ypi. / /�� sHEET. COUNTY OF SAN DIEGO Z ��iC T /Lq7'� ��O AccezgS ma4o // ENGINEER DEPARTMENT S SETS HO 19C ALf PLANS FOR THE IMPROVEMENT OF Pd".e4N: OKAME i" Y.CP• SEWER LINE OFFSITE SEWER SC,QLE HORZ i f ¢O' FOR V4AGE PARK NORTH COUNTRY C2tTY APPROVED CHANGES UNIT NO 2 BENCH MARK J M )ION PRI ' n A � 11•. Description Approved by Doe �, " AMrewl Appev. Q De ri �.•: � IRON P/N /N CO 3'TEEZ POW •e e /� ��// �J • - / �n«r +-: N� //. /� En . � M EME. k1PEIrIM Mw Y� �. ✓, a County En {n «r RIUN Mk REtri t.- INS! s 'P /l e work o Cheekee ky R ecord R ecord R • F.•.: �1n e0c T. AL Elev: /?9. 773 Datum: U.S'C r G S. E R• E I Apyrew ee• 2dcc76�� 2 FILE NO. PLA 'PENiECT A r1LE TT A ROONEY STOKES CO. I _ ' J r "A OW6 T _+ T ' � I - - -- — I - - -.. . I I I I I I T 4 - I - - - 1 -- I - -- - - -� - l I I I wool ILAIll 'A - -� — T I - I - - L— - 7 - 1 I _L_ EII I I i h - -- - - - — - - — a • - - I '� V - -- t T - — - I - - - -� 1 - - I ' _. � � I f I t I � I ! - T I I t T -- - — + - — I { T t t + 1 NA T RAL G �!'/II�D i i - -- - - I - -1 '�� t �U 0 p _ I ? + _ �_ �''��!"` F �.�• j �, - ' _� � � — - - - �- - - +�- - � r- � _, ! -�N - N✓AC INS L__ I ,I I Sly - + t I 1 1 I I I r - T - E- I - , tA —� r 1 • I I 1 i I • t t Y - - -- E .. - I,. _. - �-�-�- 1. • , I —T 1 —� Me tro � Aww _ I I -} _ 2 rt 1 I I �� 1 I — r - 1 - -- f ` rt �- + I I 1 i i� I, 1 � 1 I I � I I i I I i I � — r � Y -_ -_ I - ' _ _.�_. _ � __ _ r - � -�- -. 1 __T � r : J � _ �•� \.. {. - -- - I l�fi l 1 I -- -t - ' t -__. 1. 'T } r -a - - i _ t 1 1 I ',l Z Trr I2 =B' I l i J r 1:� Jr F _A11�l r f-) J L A r J\l C J JN I / I J r J% Jr RANCHO I 1 � s 0 �� r Jlr)l�l I A I I I II I k 11 V. C P. STCIJS _ ON - W o rn - -- O D/. 70 /1.83 - 8 " i W CC. ENCASEMENT PER �. E S. M.H. h � r LEUCAD14 COUNTY W,4T \ O /STR /CT Ism . S - /Z R � \ d \ 8 " .. t.... y -� ?f1 'Cf? 9 /!.L'� I/ /YSi @ /2 "fA..4C Ole \ \ N \ \ \ \ vc�si�r r Wrl_ 4�Tl,+Iav �' s7+ 37. 5 _ 2 4 fA. acf, A . 5�GlE op n /rr I Na h��177�/c Nf4 /N AM5TdL L 5 /D� off+' � G'� /0 L� 1H40& fi I' l IND �L4NG 1v I GONG aNC><,bK �� \ L OT y r r i I �4t/3.0G J'b C' -/ Y o ? o i t L J r J J Jr r r� ��l r rJ J L JUO. 7G 8�200,I V �/ I'� /NLt'T N/ .4/eA7N G7 -217 13L -OGK �� ' L A r Jl r J Jl J rr� � � • I I L J r 20 J r J r> >�l r J-J J N z I5 SEWER EASEMENT I� -� r� � r ��l r J ��l ' L \ \ /01 9 y 5L�CT/ON 8 , 20' VILL,40ff APAKK iV.4v y 2 —, - -- SEE ,S'HEET NO. // 5ff St IffT H0 4" T 7'�rC LY L. y�-- ANChAV t7�C A NO 8C ALA l C AMK. , T L / 57b1�M /•71Pt1 /N pL.4N 'AS -BUILT '' PROPOSED JUN /OR H /GH SCHOOL S /TE / „_ PRIVATE CONTRACT / SHEET COUNTY OF SAN DIEGO G 2 ENGINEER DEPARTMENT /� II Ir „ � � 2 SrtEETS II t�{!F 179 /O PLANS FOR THE IMPROVEMENT OF � STORM DRAIN IS OFFSITE SEWER rri'r;RUr I�NItLi R/f-/ vAA Z 'TAIL IN VILLAGE PARK NORTH COUNTRY p too G� TF COUNTY APPROVED CHANGES PL.4A/•• I�FFS /TE (� "YC.P. SEINER BENCH MARK - U NIT NO 2 No. Description Approved By Dale E N Recommenced 40� A rova� pprovec rrt :ION ARBOUR ENGINEERING COMPANY. INC. - „ Description: /? IRON PIN IN CONC. STE& POST I A HORZ / - QO Location Subd ,,s on Engineer ,? ��, Cou nt MICROFILMED r Engineer ►= E B 7 197! / �, i-1 �C�L E 10f0 IIW[C�AMD PLACE. SUITE 101 I � � MN DIEGO. CALIFORNIA 01110 � f /� (714) M4107 0401 X1 M01 DATII Record From: CO. OF U 01E60 I Engineer of wore Check T.M. . GA f /1!✓ .[5 Elev: I �9 /! Datum: L/J L t GO ^l AP Proval dale R.C.E. /O .Z6 /.7,EC /Z End 1 FILE NO I r" i i