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6361 -- wORx TO Aft .DONE INAMM04IN71' aWS /ST OF TMf FOLL01 AW /VGM+Y 70 ME'' OW IN ACCORDANCE W/TH rwre Pi ms, me CURRE/YT SAN eDarso 0101 wry IrMM//11 LRR/MO 0eP,4RTMNVT S74N04M J'PEC/F/C4T/ONS, 4No S!Y /AL 0 RVIe 1X1ONJ' FOR 1Af# OF SUADIY /S /ON J7REETS 4NO J'74NIUM REFERENCE Dlie~NGS 5EAVeR LATER.OL D.4TA TA•QLE IMPROVEMENTS STD. DWG, LE E/VO /NV /NV L OT MA /N DRD/> EL EV Z eA6T CUR6 AxpT REMA4AQ/<6' 4SPH4L7 CONCAPE7E XURF4CING PA ECEV. AMA /N R)WP ECEV. CEe �` If�E/(' 5TA. 6 " TYPE 'G' CURD 4ND GUTTER N RTHVIEW AU - 8 252LYo /2 4"P.C.C. SIDEWALK ------ - - - - -- 6-7,6- 10- ----- - - - - - T' 5 X6X 7.3 ZOZ0 /1497 4_ ?4 56 .8 26 ./2 m 111w " CONCRETE CROSS 64177ER r /PETURN SEGMENT - - G - 12 - - - -- - - - - - - 5 ad 9 26E4 / � / �� , 6 `^ " 0 co 5<9 .7 P5J95 y/ .V SEE OTE 7 .67 - 2472 - - 525/ %2t / " �It CONCRETE DRIVEWAY - RESIDENTIAL - - - - 6-/4, 6•/5, d -/G - -- - - - - - ' - _ 9 43.65 _ 246.2 28 51.62 19-k r STORY! D -60 - - -- - 9 5w _e / - 44 // tS/ 34 �.r0 255 %2 /O " HEADH/f/LL- - - - - - - - - - - - D -30 6/ D .34 - ?ri9.63 269.5 2� 7A8 /34 "L" HEADGYfILL D- 36 38 " 260.97 .9 ".22 /3t9B ._ _" NO * TYPE "8 8 CURB INLET- - -- - - - -- 0 D -11, D -1Z - - - - - -- �` 4 25QGY� 2510.3 7 _ /. 9 /4f5S " 15 2 W.8 576 2BG /5408 v 2 1 TYPE A " CLEA/VOUT 7 64 / 269/ ao4.35 C07 " ✓// / ' F -- - --- -- -- - _ 256.80 . _ _ M05 /rD�O " „ "' � tjr � n B 262.59 04.9 270. /9 AB% BLEAU AK60R . r S/ TE LOCAT /ON sad p T YPE aB -/ A t CURB 9 26493 2 B4 273.68 36170 /\ ZO 37 27 310 ZZ.. /2 3 444 ��/. O✓rY J�''i � { PAVEMENT CUTOFF WALL - - - - - -- G-Z2 �- 7. 77A /TPA /L /1/J' J�% : ff 2 .5 B Z74.77 4B " /fir /�J\.�J`� '✓/ljJ" i \jJ ENC /N /TAS � TYPE "A "A. G. DIKE - -- - - -- 6-5 ----- - - - - -- 25 294/0 0-B pRl " SIDEWALK RAMP O 6.4 9 7_ UNTA /N VISTA 2564) P�40 54.25 /9 1 1 Mb �' 8 VCP O 7 6/ / 7 2 54.4 209.73 647 j 49 j ✓ : ; •: E�'I'yraS , P. V. C. SEIYER LINE 5 - /2 - - - - - - - -- - - - - - - - - - 9 25D /3 1 fw. z 755 1 16117 > - c r, . ` O SEWER MANHOLE - - - - - - - - 5 - 4 A S-( 749 1 4517 I Z550D 7t�3 - - - - - 50 P Z57.77 / t3 " \ 47 RS 45 4< 3 4 ~^ W o O SEVER L 4TER4L Z 8 8 25287 06.2 261.45 fit/ 4 .69 69 46 O DEAD END YAW PO4 1 i� 7 � !9 �- � 5 � 3 55 1 L / t1 (m /3 ,\ + A.C. A077CK �/N CL-AffO SUB. GORY .Cal/ E T � �� �i �+ /e � �•.. .' 71 v � - - - - - - - --- - � j/ /7 , I ` �� \ m WATER SERVICE - - - - - - - - 9 . 7 _ U fI SSE/Y1 - - - -1- - •- - - - - - B� B TTERFL Y I/ L l/E A BL Y �. 16 /0' /0' 8' /2' /0' �� L /S • l CAI I �o RANCHO SANTA FE + F / APE HY0A 4J'J - - - - - - 14 �--1 FH. SHDIdN 5 5 j M H - ` i + BLOW -AFf 4d'J'EAI&Y - - - - - - - - 5 Z7° ON P IL - - - - - -- �l M4NU4L 44R RELE4SE ASSEMBLY - - - - - 3 --0 M.A.12 � V /C /N/ T Y MAP - J C - 3 „� ; ; .,a• - `' = =��J; -- l j3 P7 /P i t �3 � � + 4.C.x4.C.xfL4JKi'E TEE /Y/FL4NGEx.LC. !/�9LUE - - - - - -- - .il Y PC. /MP PROP. PER TM. 3449 -4 // NO SCALE - - - - - - - - - - 6" MATWE 95 °/ 2' 6t I 4F � + ALL A.C. CROSS - � � : CONST- 28 / /YI /N• Of ltl 3/ /�� � /0 o ti; �j + ALL A.C. TEE - - - - - - - -- - I CARD ENDAL E ROAD ROADUIWY, OR 101A1 eX /ST. 'Z) 9 /MPROI VNY 7 i l �ti 1 * STREET SURVEY MONUMENT M -/0 NO SCALE TM 3449 - 4 �l d zx I /iYOf.!' IL&O l fCEAl TYP ICAL 1 �� S' STREET NAME 5/6N - - - OS /3 - - -- 3 7' 6 r L� 1 F /APE yy0 _ _ _ _ S OC4 T ON 1 6N 7 - .� s ¢ 3 I t ' _ _ STREET L IGHT - E -1 -- - ' _ �l 4 Er_s /61YS_ _ _ _ -- + � BARRICADE - M -9 TYPICAL I so ia' i l 414rEAP LINES_ _ _ _ _ _ - - -_ + REDUCER - VJLLA ^� "' '/ .�E/il/"j�/ FIRE HYDRANT ro' rrl ��if /�/�7r'� f <'� \ - ^ CYetPB�/ETOpI�Gt_ _ _ _ _ a + CAP ASSEMBLY - +- - ♦ 4 { L OC AT /ON 5' UJ r /VJ M A10 3 r6, \ LOT NLw&nf!S' ------ /6 �•, 1 ELEV. SHOWN ON P144F /LE 2 � / r . � .S•s�EET /A�Y�,I� i 0 J\ /J• , , 2•I INDEX MAP INDICATES SAN D IEGO AREA REGIONAL 5rANDA4RD DRAWAN6 O INDICATES LEUCADIA COUNTY WATER DISTR STANDARD DOAW/NGS 4 "P. C'C. S/DEWq t K • * • • lr/PE B /CU/PB SCALE: l" =ZOO' � 3Yz" F.D.A.C. + INDICATES OLIVENHA/N MUNICIPAL WATER D /STRICT S74AID Z D DPAW/NGS 6 "' rYPE "G "CURB i✓ Go TE /2" NATIVE 95% GLEN AR80R OR MF N o SCALE RAW ®� " -BUILT 11 7' 3' 1 52 561 60 TYPICAL LEV R DATE 4 STRE T RICE. 10ev4 E LIGHT OCU/vER•' AVlO LO,VIMU�I/ /TY pEVELOPERS /A/C. 26, 28' 30' 26, 28' 30' LOCAT ION , 167V WoFST' SERA MA?DO DR /1/E mall l0 16: /8' 20' /6' /8' 2O' l01 I TYPICAL , I 54AI D1E60,GAL/FDR/lI /q .72127 GRADING PERMIT NO. L-B303 5' 5' S' FIRE HYDRANT TELE: (7/4) 277 - 2132 ELEV. SHOWN ON PROF /LE Ilk SANBMR E NGINEERING COMP INC. �•, / LOCA T /ON p!/ NTA�N I v'ST'9 o.Q� As9ES5o qS A4RCEL Aj0 . • iy Z ', A �� / JOM E PLACE. SURE Mt SAN N DIEGO, CALIFORNIA ff1fE (71.1 2334637 4 "PCC. SIDEWALK 4 "PCC. SIDEWALK I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVE - tea' Mn' MENT5 SHOWN ON THESE PLANS WITHIN EXISTING COUNTY GIYK T RLS i »� vP3:+4 /0 RIGHT -OF -WAY WITHIN CO DAYS AFTER ISSUANCE OF THE G" TYPE ' CUR I G "TYPE "G "CURB & GUTTER CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIV- rygyATE CONTRACT E- GUTTER F.RA.C. ° ELY ON EVERY NORMAL WORKING DAY UNT/LL COMPLETED, S10 1T THE 5TRUCTURAL SECTION WILL BE IN ACCOR / NATIVE 8 95 A IRRESPECTIVE AND INDEPENDENT OFANY OTHER WORK ASSOC , COUNTY OF SAN DIEGO 8 DANCE WITH SAN DIEGO COUNTY STANDARDS IA TED WITH TH15 DEVELOPMENT OR UNDER MY CONTROL. E 14GINEER DEPARTMENT Ts AND AS 4 8Y THE MAT'LS. LAB. OWNER: PIA S FOR THE IMPROVEMENTS OF ,, � .°'IU��t IC�� -� �v \l �. TYPICAL STREET SECT /ON VIL AGE PARK NORTHVIEW 4 ., U NIT %Y Rim `} SEWER AGENCY MATER AGENCY COUNTY APPROVED CHANGES NIT NO• I TENCH MARK �/ �/ SAN DIEGO COUNTY L U I I OLIVENHAIN MUNICIPAL' WATER DISTRICT Ne. Description Approved by Date Description: / /'1M /H C 01-C 67'EfL /°l7 -sT '�'' R J v 11ASSSws �/� �f rnECrw FLOOD CONTROL DISTRICT WATER WORKS APPROVAL S E ,,, 1ee , aiRCCroROF1RARaPaRTATaN C.J. HOUSON : DIRECTOR OF DEPARTMENT APPROVED dY <� �....,� APPROVED !Y BOYLE ENGINEERING � .eefi.n: '1 OF SA ITA 10 FL00 CONTROL SECRETARY - M NAGER NE OR THE DISTRIC eR «e.iw ekaky TAl ' . Llisel�?� oval date BY ` DATE e� /i7 7A 1 Reeved Frew: M1G[tOFlLMEQ ! DATE � /� N71 Eler ?ZJ EkMew: !J.✓r- C. �G 5. JI^ °+ IDATE E. / ' 6 I.D.NO. - OL- 'AS- BUILT" FILE NO. VP 304- /0 I GENERAL NOTES SPECIAL NOTES SEWER NOTES WATER NOTES I LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASURE- I. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCAD /A COUNTY WATER DISTRICT (L.C.W.D.) STANDARD SPECIFICATIONS. L WATER WORKS SHALL BE CONSTRUCTED /N ACCORDANCE WITH THE STANDARDS OF THE OLIVENHA/N MUNICIPAL WATER DISTRICT. MENTS PR /OR TO CONSTRUCTION OF NEW WORK. 2. SEWER MAINS AND LATERALS SHALL BE TESTED USING AIR TEST METHOD AFTER CONSTRUCTION OF ALL OTHER UTILITIES 1 WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 4'(48 0 ) BELOW 2. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AS SPECIFIED IN L.C.N.D. SEWER SPECIFICATIONS. CENTERLINE FINISHED GRADE OF STREET. AHEAD OF CONSTRUCT /ON TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION 3. THE CONTRACTOR SHALL SECURE ,4 PERMIT FOR CONSTRUCTION PRIOR TO CONSTRUCTION. 3. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS ON THE WATER MAIN PROFILE. OF EXISTING FACILITIES. 3. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACI• 4 COMPACTION OVER AND AROUND PIPES IN EASEMENTS TO BE 50% MIN. 4. UNLESS OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE MADE WE7; THE TIME AND DURATION OF SHUTDOWNS L IT /ES AND COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. TELEPHONE 232-4252 EXT. 7569 S. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.N.D. INSPECTOR BEFORE BACK FILLING OVER ANY SEWER #YES. OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. 4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY 6. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE L.C.W 0. ENGINEER. S. A.C. BYA.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION OF THE OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. STREET RIGHT-OF-WAY LINE WHENEVER POSSIBLE. 7. APPROVAL OF THESE PLANS BY THE L.C.W D. DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION S. CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE CO. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL OF OR THE EXISTENCE OR NON EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS 6. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT. COORDINATE HIS WORK WITH THE COMPANY REPRESENTATIVES. TELEPHONE 298-0595 PROJECT. 7 CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH 6. CONTRACTOR SHALL NOTIFY THE OLIVENHA/N MUNICIPAL WATER DISTRICT PRIOR TO STARTING WORK NEAR DISTRICT FACI- 8. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. WORK WHERE FACILITIES ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE OLIVENHA/N MUNICIPAL WATER DISTRICT. LIT /ES AND SHALL COORDINATE HIS WORK WITH THE DISTRICT REPRESENTATIVES. TELEPHONE 753-6466 COPY OF PERMIT SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START OF WORK. 9. ALL PIPES SHALL HAVE A 4INCH MINIMUM CRUSHED ROCK BEDDING SHOWN ON L.C.N.D. STO. DWG. S-12. 8. LOTS NUMBERED / THRI/ 48 ARE 777 RECE/UE A / /�vCH WATER SE�?U /CE. 7 CONTRACTOR SHALL NOTIFY THE LEUCAD/A COUNTY WATER DISTRICT 48 HOURS PR /OR TO STARTING WORK SO THAT INSPECT- l0. INSPECTOR SHALL BE FURNISHED 3 SETS OF CUT SHEETS. ION CAN BE PROVIDED. TELEPHONE 753-0/55 9. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOBSITE AT ALL TIMES. 8. AS BUILT WATER LATERAL LOCATIONS SHALL BE SHOWN AND COMPLETED ON THESE ORIGINAL PLANS PRIOR TO NOTICE OF A ALL LOTS SHALL BE SERVED BY .4 4 INCH PVC. LATERAL SET AT .4 MINIMUM GRADE OF 2.0% W/TH A MIN. DROP OF 0.3 FEET COMPLETION. AND AN INVERT DEPTH OF 6 FEET BELOW THE TOP OF CURB AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY L.C.W 0. 9. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY ENGINEER ROAD DEPT FOR EXCAVATION WITHIN COUNTY RIGHTS- OF-NAY l2.• STANDARD SPECIFICATIONS FOR L.C.W.D. SEWER CONSTRUCTION ARE AVAILABLE AT DISTRICT OFFICE. l0. ALL TELEPHONE SERVICES WITH IN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS FOR LOCATION OF CABLES AND 13. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. rELE92,'- 10.UE: 20 14. JOB MIXING OF THE CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE L.C.W 0. /I. ALL ELECTRIC AND GAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATIONS OF ELECT- IS. • THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, RIC CABLES, GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. 7 7-ZE.•232 -42ff2 BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING EXT 7566 THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR I2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVE - MENTS AND BEAR THE COST OF RELOCATION 1)"LCEZ)C0 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 ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A CGWT. fienM 6HEET /. 13. NEITHER THE OWNER NOR THE ENGINEER OFWORKW/LL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL BE REGISTERED CIVIL ENGINEER OR STRUCTURAL ENGINEER AT THE CONTRACTORS EXPENSE. SEINER Z.ITEAZAC /.AT,4 T<JfJL E SOLELY RESPONSIBLE THEREOF.. 16. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 /NCH MINIMUM COVER. ALL LATERALS SHALL BE CONSTRUCTED /NV. /NV. 14. ALL UNDERGROUND & LATERAL SERVICES SHALL BE INSTALLED BEFORE THE CONSTRUCTION OF CURBS, GUTTERS OR SURFACING Of CLEAR OF DRIVEWAYS. LOT M4 /N ORoP ELEV. LENGTH CUR,t ,AEPrH REM.42K5 /NV. ro AT ELEV. OW MSI STA. THE STREETS. 17 BACKFILL NOTE: WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTSSHALL BE SUBMITTED TO THE DISTRICT INSPECTOR ELEV. MA /N Z /L 7 9/L IS. NO DRIVEWAY DEPRESSIONS ALLOWED WITHOUT DRIVEWAY APRON CONSTRUCTION. BY QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED PER DISTRICT SPECIFICATIONS. 6 X775 Z74. ro 54 Xa d 2AU46 I +`S7 C�fU ARBOR l6. ALL STREET LIGHTS SHALL BE STANDARD 7,000 LUMEN MERCURY VAPOR ORNAMENTAL STREET LIGHTS UNLESS OTHERWISE /8. .OKC. SEWER P /PE AW r BE USED AS AN AC 7ER1VATE TD I/.0 /F SEWER P /PE !yf/ERE 7HE DEPTf/ / 9 2 fQD NOTED. OF CiOYER LXJES NOT EXCEED /5. FEET. 2 M.4 11 / 4/f46 l9. CONTRACTOR SHALL NOT /FY L. C, W. D. 48 HOURS /N 4904NCE OF BEG /NN1A/6 WORK SO TNfIT 4 M/ 49 9 l7. THE CONSTRUCTION OF ONE PG.G. STANDARD RESIDENTIAL DRIVEWAY PER LOT, LOCATION TO BE DETERMINED 1111SPECT /ON CAN BE PR011 1,0ED. IN THE FIELD BY ENGINEER OF WORK. PC.G. SURFACING OF DRIVEWAY TO EXTEND FROM CURB TO PROPERTY LINE. USE STANDARD DRAWINGS 6 AND 6 29. SG`H'ET LATERAL TABLE /5 QU SHEET / 4f 2 S " 18. ALL TELEVISION SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT: NORTH COUNTY GABLE TV. PO BOX 727 SOLANA BEACH, CALIFORNIA 92075 PHONE: 714-755-9361 M /9, POWER SOURCES AND RUNS SERI/ /N6 STREET L16HTS Sf/ALL BE Sf10AVN ON THE f1S -BU /LT 1MPROl1EMENT ORA`vwas. !/LL SOURCES Sf1flLL BE LOCATED 411TH /N THE OE01CAAE0 , W//r OF WAY, OR W /TH /N EASEMENTS 0691C.9TEO IV THE Q7111VrY OF S.9N D IEGO. 20. STORM OR41N P /PE SHALL BE R.C.P. (1350-0) OR yC.P. (eax -O) v 711E OPT10N OF TiVE awm..RTOiP. I BENDS 11S /NO A.C.P. e SHALL BE ACCOMPL1Sf1E0 SY USING Fi9CTORY MANUFACTURED 6EVELLED -TOP OF CURB ELEV PIPE OF 5 OR /O GRADING PERMIT NO. L - 8303 24 Al ROCK SLOPE PROTECT /ON SHALL CONFORM TO STATE SPECIFICATIONS, SECT /ON 72 OF - FINISHED STREET SURFACE T HE B ARBouit ENGINEERING COMPANY INC. ✓4NUARY 1975. 3055 ROSECRANS PLACE. SUITE ?Ot SAN DIEGO, CALIFORNIA 92110 u (7141 225 -9377 22. GRADES OF /0 - //. 99 Z - 9 Y2 /9.C. OUER COUNTY 19PPR0UEO B�9SE INVERT DEPTH If CURB - LATERAL INVERT its, Whli Dl DATI: " 12 - 3 " INVERT ELEV P R/W GIVK BMS RtS sEP ' Z3 14 -15, 99 7 - 3Yz "' " " " /!!1`77 VP 304. /0 16 -/7. 99 9 - 4" 4'PVC P 2.0% MIN. - 0.3'M /N. PRIVATE CONTRACT LATERAL /NV ELEV. PSEWER MAIN sM1iT COUNTY OF SAN DIEGO 8 23. APPRO!/fIL OF THESE PLANS DOES NOT Lt7NST /TUTS APPRokwz- OF ANY CDN,5rR6 'T /D/V LENGTH z ENGINEER DEPARTMENT SHEETS OUTS /DE 71-14E BOUNOAR /ES OF 7/!.E SUBD /d /S /ON. PLANS FOR THE IMPROVEMENTS OF 24. TH E S7 5e SHALL BE /,u ACC0R04,UCE WlrH SAA/ DIEGO C041,U7Y SrqAJ4C)4aO9 4AJO AS TYPICAL SEWER LATERAL PROFILE VILLAGE PARK NORTHVIEW .4PPFO ✓ED BY - rwE - MATER /.4LS LABORATORY. NO SCALE UNIT NO. 2S• NO P.4VI/VG .SYALL 3E DON, G4NT /L ALL EXT STING �wER �aLZ5 A•Q� REemoV� COUNTY APPROVED CHANGES y ,•, OUTS /O T•qE 4,QE/15 TO W O VED me. Description Approved 6 Data BENCH MARK Description : 4�'"' /1LP /. / 970 '"'� A�`° "� F �Rad.MASSAIAN fief i'` DIRECTOR OF TRANSPORTI4T Location: lSL"A093 1 AO PP///9552 P DU /3AL/Cf10 SAL /TA s" I"'n En ff 11019,D do 5IM/ L/Dfi7fi' OF fL 1r /L11?A9 ZW //L ICYJ9) Engineer of work Ch• y 1'12 Of SA!/D/fB0 � T. AI Record From: of• Ele': Datom ZI.1 4 3598 -� A5-BUILT" _ , R I 4 FILE NO. UP 304. /O •PERFECT'w,orac PLATE A RODNEY STOKES CO. OC d = 9b Gb'OD' � sj O v 4/4 6/4 q/4 q/4 TOP OF f!/Lr CURB o p p �l 270 #Z r 0 �� op O M oc + O y O V X l r\ 1C• i , �x � Q M� O h 270 wL 260 W W � h 2.40 o �' 260 w L Y N 3 1 In oil N PROF /L E -r CURB RETURN p/Lr 250 N N 240 k Q �'� N Q /ST. TOP OF PA N ^ ti N N _ _ _ — — GARDENDAL E RDe Ga N o N _ — — — — 27o E GLEN AR80R DR. �'`� E x/sr8 N \ „R� I SCALE : H0R /Z. /t 20'; VERT. /t- 4' EX /ST. B I SEE T.M. 3625 FOR 2 4 "RC. o N� � p h h h _ 2.40 / I I _ r 39" R 8 r' VC. @ 2(00 1 L P EXTEN5ION ` /350 D `$ o N h v ' — P m r. h \ u N � /ST. l0 fl. EXI C P_ ST. TOP OF _ — /350 -D 2.2D v N 4Gb — — _ —II —� E /ST. 8" PV G� /BO - �� 2 4' ,Q C.P. �' `�' N N y 250 I I /350 � N I I @ 2 9' - Z4'r R C. P. ( h �,� h W N fxlsr 'I ST. 8 RKG. Ex / N N h P. \ N N Q \ ``r 240 �` V Exls r. _ 24 „ R O P. (/35 N _ — ti ti 4.00 � Er/sT N N ` — 29 7, 6l� y v 24 ",P.C.PJ ��, ki ti ti Q r R T. 07 0 -� ~ 295.37' v N M hNj N Nom_ 10 OF EXIST. PAM T NO „ °� j PROF /LE O A /H S / PE oSELJ UN,� °" GARDENDAL E ROAD /98.00' TM 3449 -4, SHFET 4. N g N t % �' ~' IF NOT CONSTRL/CTEL7 UNDER TM 3449 -¢ M o a � : ' + p N s 9 L4 w' GARL�NGWLE RO. SHALL BE PANED 777 ° SCALE : llwlZ. / - 40 ; Pi / d .� 28 H' /0TH /7N0 RELATED SEWER, !!/fITER ANOV) O /D // /Z 13 O.4ALNAl:•E SYS774 SHALL BE Lt7N5TR(XTLrQ /6 17 / ASPENGLON/ ORME z4:,�c.P (2) �0 SEE S/HEE 5 d:5 09 d 9 /4 = w " d = 3 57'-51 S.W 'L Y C8. RET. R /0 = 45' R= /O.� 'P / = 045 28' 28 L= 96./0' L= /69.2/' L: 72,30' R- 30�.�., G �EN 100"460t 1 C) L= 4712' �; SHEET 4 � h / . M 8 9 /0 "v /l /2 /3 /4 /5 '. t� N 3 ° 40'00 'E 15 oFFS/TE ±, N DRAINAGE �. ao l� N �I I �� 4/. 75' EASEMENT N0. lV o v, /7 D 5 OG 77- 5/2 6/ 3 ap o� oo I\ WI + s REMO!/E (Z) E.t /ST, BA�PR /LADES D LI ATED /2- I -/ -77 h . O S h W� S S W �� I p p S V ti I I 5 5 5'tl� 4 5 r 1 h \ L 1 5 5 I t 3 r 4 I �� 1 1 a ❑❑ F Z I n M `� •J cti \ (� 5 �S – T EXIST.d0 "A.C.P tiMIr or! Poly /N EE NOTE _ _ -- — -- - - - - -- - - - - - -- — - -- tll SEE TM 3625 FOR _ 36" R.C.P. EXTENSION $ I - _ _ _ _ / o ACP �� 20 OFFS /TE ORA/N.9GE � � � •� I � - - - � � ' I ' , h � ; - _ _ _- �_ /B. � EASEMENT 1 i W � I rWI ��W� I +u I - K. - - � _ /O' B9 /5 1 DOC. NO, T7 s ZS/3 �,, N r l ;' IS _ ,: �5) , <c n h 0 .\ Xis F b , � + a ' �.f /2 �T �l DATED /2 -1z 77 ,) .. I it k tl . 1 \\ , R/� \ � /8µ0 l S iLJ V i /, W 1 1 �! ^ r n n r n r r, , ^ I I" W u l 1 _ °I' `T I t �1 �' d 5/ DEMO , ,' ` '�, 3 I / r �/C r �JNJ / J/l�l IYCJ ' �i I � D = �rJ �� �rJ f,'fl / Jr�7rJ r N ti 9 '9R'BOrp .P 29 ' PL A/V PRIVATE CONTRACT HUMMOCK LANE �.jy 3O \ • /S +/3, 2 C17RL7 /¢' SHEET COUNTY OF SAN DIEGO GARDENDAL E ROAD NOTE 7 8 SEMEN + N O�DO.DO �,�, FUDr9LE ,QO= GCE^/ ENGINEER DEPARTMENT SHEETS SCAL E : /'r- 40 ' ALL /Mf9PYJ4EMENTS /YJARKEO EX 15T 1N6 dV Tf/ /S SHEET /IRE M MDCK LN ��BO O ~ ` n\ DATA © 8" PV.C. RAVR9SE0 (/N06e T/Y/ 3449 -4, SHEET 4, If NOT CONSTiPL/CTED /P �� /�E PLANS FOR THE IMPROVEMENTS OF W L r C8. Q UNDER 7W 3449 - 4 GWDENORLE RD. SHALL SE WkW TO 08'4 0 d- lco'2 ' /G" d- 9 °14'00' AND RELATED * SEidER !!/ATER AND ORA/N,9CE SYSTEMS S"/ a- Q - ' F r� �I a= 7.53'09" 36 c. 550 � = /OS0' ' " RP ,� GARDENDALE ROAD R= 570 CaV57RCICTEO. A5 L = 79 N 2/'//'32 "0' L =/57. /'S' L °IG5.99 *(5,E9 AND WATER S6R 0CES FOR 7Af J9049 -4 6,0441,9&9) VILLAGE HARK NORTWIEW UNIT NO I I:atC� 35.59' 24 "R.C.P• COUNTY APPROVED CHANGES BENCH MARK ,r.^ ,.,,. 8• ' No. Description Approved Dare a Re mmen for roval A proved 1j F"' PP Y %P 1!701!/ 1 /TEEL P03'T O. C •0072 pp P /r d = � O Description: // COW S R.J. MA33RMN © R= 565 S AM MM EN==WII% COW ANT. INC. DIRECTOR OF TRANSPORTATION .. r Subdivision Engineer 79.89 ONE eoeecKANe PLACE, SUITE ,„ Location: a(/ 2=U� LL IAN MHO, CALIFOWA stlN ff /10AL) D.5 M/. L/ORlH Df EL /C /U /TA4 BDL/LElii9flD En of work Ch b G!N/8LE ENQv r =ti+ T /9 ; 56 565 N 6 ' E Record From: are .r..� e r �' T.M. L= /6,QI' 35 ,59 p rovaldate WK B/rlS RLS /,77 VP 30¢ /O "A5- BUILT' Elev: /29773 Datum: U.9.C. �O..9 R.C.E. 10284 !� 3598 I JUL 5 we FILE NO. 0 30¢, 16 •PERFECT'PRONLE PLATE A RODNEY STOKES CO. W W 60 !/.C• a � , � N �/ N v PDrP. /Gl�I' l/.C. 0 3 4i 200 ' l!C. O N V N N W �e a N� ON N Q 320 NYY �� 280 N'LY Ir)N 2.00 OO , N ` N M N p0 o ll ,, •• tb t� ill 2.00 9. n V C'li Q" n1 4. 310 N'LY 60' 1/ _ \� �' Z `' 270 Al'LY PI.4. C. 313.29 470 /0 1Zi sy N L INE @ 36 00 h W '1i 311.4:3 N t� ;� 4 0� O * M 0 4-3,,00 Ci + o• \ \ \ 0 0o j � c � , � �I n ap ap ;Z_ Ci \ �l N P \ 6 \ ^ + 0 0 O h� NO �� -� - L IU 0� 280 �.00 X0 I ZIS O 8 'P \ �j• 8„ N N 0 az .6 * N 6.00 - M �' `� �c� o + ` 310 T_�OF 8 „ y C P �h ` 0 \OF �� _ 270 L 6 �� N N G�j> I ,�T EX /ST. _ � �o e" 8" P. V.0 @ /.00 � `� � 0� �I!C � �! 4► � � B "PV.C. � /.GYj�; EX /ST. CAP.4SS'Y B.O.' 300 I O Q @ N ANO ✓o /N ELY /ST. 8 ".9C.P. 26174' AC V /42.5/ 40'1 85.49' M � 270.54 272.7/' 0 1 m 1 11 �� e V � `` 280 SCY CID ki j N N ZGhy 2.� y o: Shy cU Q v i ti 310 SLY o N �� W o h N N Oo h� � h �� "�� 270 SLY N �+ a W N �9 �i V 7 1�t � o o \ SEE NOTE ON `� Sf/EE T 3 fbR• 4 4. � � � �9 � n N N N N N N h 300 5'LY 46 45 44 43 41 40 39 38 37 A 36 h 35 PROF /L E 200 ' uc. GLEN ARBOR DRIVE O POW. /X 1/0. Q N 0� SCALE : 110R /Z. / "-40'; PERT. / =8 ' NYY CS d= 4 207ao" o � I R= 488' r O R' i Q l j N `h ���L S.9ME O!�/NE/PSH /P� I L= 36.9/' I J ` Y -I i rr �, , v• I R P ey 'VI, I NLY CS �I AND 8 "PV.C. I , I/ 7 /��, .� fv , ,� �� ,� \ � �,' G � R D 1 ° r i ° . . �rJ� ./l� J / /r+'. -' • "! I L .1 P \ W O �j i l FUTUPE " �� �1 9 d =/9 07 40' I d= /9 07 40' rJJ �.. �I� x0 2 ,� 4 R= 5/Z m R= 500 �O BP VC. ' •. 1 G �'! °� '(• h\ p V I d 30' 30' OI o` Jf JJr ./ Q O � f\ ' h I k Y� 21 L : 170.93 H L = /.66.92 J� a = ye 20�- � I i 8,OR p o I h I 82 'h I 1 4j 1 1 : 44 + 0 SEE NOTE ON + d *M `3x x M „ y - - `' 2 23.92' � 2� ` T ^ I � SHEET 3 c` + j nn In In �, y x B -/ ' CURB I tV� l ti ' YPE ' , X05• = x,l: --� gR M'W TYPE -- - t - -- , < _ _ 22700_ _ 1 ' " I cORa I Q ; YPE ,e / "CURB � u� ,� :4 �H x �k �O , � G , N � --- - - - - -- ` �� [ o- .r ^ss xf R IO • ✓' I .F y -_ � ,.. x z. ! Gr /ST O e s ;� Vl " � 3� a il n< �.� °07'40 " I'Y 5 � &, M *`6�t$ • ,', ,•., .. .l � pQ 1 � � r N` S' a .0 . ' . �: r e�§. ..,. I 1 1 - - - \� � 3 &c+, C„ „ R'S ✓ J 1 1 1 # Q V f •• ', •, / / �, .- - -- ^� W I`, 5 5 v I I � •+ Q � I P.B. 5 , a. WI S �. S � � � - - - -- / // l ,� IAL 4r -1 43 ¢Z N S + Ci V w V + W �v v � �I� vl 11 1 c� Ise >1 b h lwJ� g 1 4 ;� IV � 1h + u I I ��ioG.S� ti Lai X1 d s p, Q �'� g v� , �I� s 45 o 40 39 Qn, C L' �� `� I Iv S NI � 1 �qJ I `1 I. ►. II I A ti� ` cS> �T 11 O , (7� S I� ,�/ v 8" AC.P i ' I h 20 /9 \QP 47 �rlv R= 490 F s 28 28' \1 AA L = /63.58 8:9.C.P. 30' Q � ; I � I ,�= s�o' GARDEND LE iPOAO ° c GLEN ARBOR DR 111E L ° 38.57' 3PL /TR�9 /L OR 111E sEE SHEET 3 \� 1 SEE SHEET PRIVATE CONTRACT 30' 1 30' O SCALE / =¢Q� SHEET COUNTY OF SAN DIEGO Fu r6I.2E © 15'Z Y CB NOTE ENGINEER DEPA • 4. �1 C RTMENT SHEETS N/ANDER /NG ROAD i " PVC, a 3 °0O�" R' 480 ALL /MPRDI�E�I'IENTS /YIARKED EX /ST /N6�� ON TH /S A5 -BUILT I, PLANS FOR THE IMPROVEMENTS OF •`�� SEE SHEET 7 d = /3 °00'00" R = 4B8' L = /60, 24' SHEET .9RE PROPOSED UNDER W 3449-4 R= g oo' L = //0 .72' ' GLEN ARBOR DRIVE L = 113.45' COUNTY APPROVED CHANGES VILLAGE PARK NORTHVIEW UNIT NO. I +r BENCH MARK No. Description Approved By Date Recommended for Ap THE BAltl,OUR E NGINL+ERING COMPANY INC. Description: %f a /ffOUP /U /UCDUC S1EfL POST O.C. 0072 �j � R J. AiASSMAN // `1 8 A 'G'P VC 1- 0 -�-•- y DH7ECTOR OF TRANSPORTATION 11`` _'41 0'".4'- AaaP.P. ///95_ P. D.U m &"" 40 .9A //T - ubdivision Engine er ,U� d c /.3 00 EEEE „OQGY,NM r►�ce, tlu,tt On Location: Engineer of work Che k d R= S/O ' �' " CA`IPOINIA MIS AZ Y70W 0,5,9 ZAagTH OF /Ul IzIcU.9 MrCti t; p ,•1sa " T.M. L= //5. 72' 111114% GKO, OAffi Record From: CO OF.9AL/ /> /EBD � Approval date Os IVK BNS R-5 SEPT.23, Elev: /29.773 Datum: U•S.C. ¢CT V. R.C.E. 10284 6 �Q 3598 -/ 1977 4P 304. /0 A5 -BUI LT FILE NO. 1/P 304.10 'PERFECT'Paora.s PLATE A RODNEY STOKES CO. N. N Y / <O � R =30' L =46.24' z ELY O k. TOP OF NLY Cl//PB d = 88'/9'041" d- 388'433 260 c� Q I� � 4� V �.' h I p, N h 2 W W (00 �� � O Q 3 V d/4 d1.4 614 d14 0 N N� ac �ST p EX /ST. GROUND , d/4 d/4 d/4 d/4 _� h v . 1/0 O -V 40 2 90 �� L /NE C? i` OF ^ h \N p , % O .l.!/.L' 2.54, o a� m 250 m vOr4O °� 250 h h " h 25 o Ci N N Q N N h N o EX /ST. GRAND o 4j N N F /N /SH GRADE " 4 G. -� N O @ >� N cu + N 0� �D�, U. 255 Q N N W �? h `9 1 � w h \ X �S� 0.9 % 6 C1 tl O N b ►�. _ � � � N � g 400 g "Ofo 270 - -- �' d =83'3522' Q Q � N '� 1 250 R =30' L= 40.81' O `S>DiP 250 !� a-- -- _ �P OFE,r /sr /r _ _ _ _ ZSO o ti 1 ^ V d = 77 �,s� -�- ��/� Q���j�/ " 8 „ f C. O. 97 7. a tx /sT /2 x /O' REDUCER L Q \ ti �� �? h O v v d/4 d/4 d 4 414 CS Ty / Syr 2 4 " R. C. P. 8PV. C. �? 0.95 y �� EX /ST /O':9 C,P. * 414 614 614 d14 ��. 0 o �, 2'�l0W C0116f N °� `r V W 350 - " Q 260 � pc � Y � � Q J O � C'� 0.80 y 24 R.C.P. /,�TSp -O � D. dbJ,' N 25 240 y '�h , 240 �, N N "? N rh * O ^ h 'h V . e' 4� tl e} �j N N G, N o• h N N y LU kll 250 3� N @ �'`�s 255 �� N N _ 2 00 zoo gi ti' _�� �?, 17771 Q� ti �`J'� g ti W o o 90 y ;' M 5 2 07 �' ti �� �O,j' S 'L Y /g 9. P3' 4.u� 182.00 , �'� W r * S. W L Y 2 SEE NOTE ON TOP OF SLY CURB M SHEET 3 4x 9o' PROF /LE -r CURB RETU � RNS o ��l B /0 /3 250 ° a 9O o RROf - & E CURB RETURNS ASPENGLOlV OR /! &F �, N ASPEN01,OiV ORIXf (F PROF /LE SPL /TRA /L DR /!/E N N N N � h' W GAMENVALE ROAD STO/PM MAIN i9 N , 8� N N SCALE HOR /Z. /" 20'; VERT. / "_ ¢ ' `� SOW E �►'. �¢ S�'AL E : HOR /Z. / 20'; f/ERT. / ¢ ' : HOR /Z. / "590 !/ER T. / " = N // /2 SA L /TRA /L OR /{/E 0p% PROFILE GARDENOAL E ROAD _ SEE SHEET (o AD'/' ASPENG401 V OR/YE SEE s HEE T ,3 0 0. N, W L Y C9. RET• 00 ,q5` �/I w pR z 1 l0 SP/-l SCALE : //OR /Z, / "_ ¢0'; !/ERT. / = B d 88 ' I = .19'00" +010. 'O" z8 a I /? •:0' 3 / Q�; o ; v v v L o �)' `. \ � "P \ Or ` , 30 � S 5 � N E C. D LE Rp. a 30 ,1 �' � 4 �:: ~ �;N N hl� W � TV GA JOW 1. 0 1 �N p. R O o I. �o.g�.3aoWE LUG ANO l �� O S TA E QI) J t a P /O 40 GARDENDACE 31 O E N, J �; p E „ � � 1 ,38'00' � � � I � �� S�� S ��> '; � �:X / • s• � - ,. . , q g : ,�- /0137. /O G.9'ppEN OR. _ � _ J GQ s s a, FUTURE /B ".P.C.P. 5_x(/ -D C / / _ — --0 6 5 e ti 0 N34 4050Yt/ 6' 1 �S \l y¢-g! I /O' DRA/N.U'E li 1 I ` t1 6 �. � ' 6 '��� L� `^ o Y CB SLY C8. RET. N 'L . T. NLY C8 RE 3 2 \ SEA NOTE ON l d =77 5649' d =88 4325 d =3948 /B 4 y � 30 R = 30' R = /82 ' J Li > \� SHEET 3 40.8/ L = 46.46 L = /26.44 , O % �o // Q @ ti \ 5. !4/ Z • CB. RET. „° 24 "R.C.P. 24'.PC.P. 24 "RC.P. 0 3p d= 83 0 35'22 ^• �V © ® 2¢ R.C.P. /y7/ d= /.5'//'08" 4`87'/S " w ROAD R g� = 43.77' SLY C8. SAND 8 .PVC. �E`.9N0. 6`Py.C.. 6 %36'46'/7" 99. R= /87' /77, 7/' + + \�^ v� ti d= 42'23' 2/8 26. S5 4`40'36',,50 4 46'39'/0" �� 5B 40' L = 49.56' `� pA�.E PL g •� R = 44 R= ZQ�J E N EE � AN � L = 16/.32' L= /62.79 PLAN &AR0 N S� PRIVATE CONTRACT S TORM OR�9 /N �9 ASPENGL 0!�/ OR /VE NOTE • SHEET 8 O � COUNTY OF SAN DIEGO /2 A. C. P, ( IX - 15T) SCALE %/ " =40 � ENGINEER DEPARTMENT SHEETS d = 46'349 /O ALL /MPROVEMENTS tiIARKEO PLANS FOR THE IMPROVEMENTS OF R = 210' "EX /ST/N6" ON TENS SHEET ARE L = /70. 93' *A5- BUILT" PROR75E0 (/NGIER 7x9 3449 -4; ASPENGLOW DRIVE /2 " 11 /YA1111 �R AC/!/ENHA /N 0.. 4`/.D. COUNTY APPROVED CHANGES 04 A9TED 11- -22 -77 10NO, 0-001- 233 -10 VL RT GE PARK NOHVIEW UNIT NO. I BENCH MARK No. Description Approved By Dale �eu1�QU rO //l �J 109.9lOC -0072 R. J. MASSMAN Reco mended,forA proval Approved THE BAt10UR Ertclyda�thc COIlTAr1Y, Iris. P V / l / "� Descri lion: / TATION a +r PC131CJry u division En ineer DIRECTOR OF TRANSPOR saes �oeeanwe RACE. SUITE M Location: g SAN Dle G1LIRgM11A ante fE ROAD 0.5.19 /V,0,17H OFF //(Y&Y,543 , / [/jMQ ngineer of work C E k y o+e ��� Record From: CD Of .9i4C //]/EBD p b T.M. MICRE71-!F_NC-) Moss � u M c Mr aD, DA r /V/l' BirJ R1 '�f 23 EIev: . , 142-0 773 Dafam: U.9 date C4e�9. Approval 9�7 VP ,904r b AS- BUILT" R.C.E. I 284 g 3598 y ,'F FILE NO. 'PERFECT•Pnar PLATE A RODNEY STOKES CO. � /7 70 4i v W N , 6 „ to o �o N °� h g a o S. W L Y it WLY 26o N S o ' (` � • �F� \ ' � N ti ti h� g �h ijm pp� �I �O W� m� �� N R =30' L =44d5' !� + ¢' N/'G Y CdRB U Q � � \5 � ^ \ L3d z' roP of U N N N Z% 280 IYLY - -- a0 N Q N N 4a /e Q U N N Q 014 L�/4 614 414� /ZO U C. 60' !!C. EX /ST. GROUND n N b i w 250 PI.1!C. 253.82 Q h � 0 255.6/ V L /NE @ f�` �1 N Op y h v P.I. KC. 279 6/ v G oo ao V V /7 70 , \ N N , 23 r70 a \ w of N "� pt r I W ro W� _ ° `�N /� W'GY CURB � °•° W °0 W M: N, 270 WZY N 6�� 285 f/A/ GRADE rpP OF o N g o o o o -- ti n • OH to N h 4.0 y N r O - h I41 + l ^ ij 4� �9 �l + N � � QO @ V t� N �1 \ ^ N N N pp �, N rt� N N Q ( O + n h N N" N N 0, • Z Q - N p �RAO @ ^ N N � N - 280 f� ° /.38 y CF 8= 3- I „ P✓�. oo l� FINISH N ^ 280 _N 284 ok IST REDUCER P 8 400 % �� - N 6..R O EX /ST. ZV 1 Z x 8 f p 4 DO qi _ _ - B A� ^ �� f ZJrO CAP A55' Y - PVC @ NW - 0� 8 q.C•P 8 �� O- - - N 4 .00 ! S.E'LY 8 "PV. C. 8"PY. C O aj aj o l �hh I t\ 270 11� Rr30' L= 47./2' 080 , REMOUE Ex /,$ T. 6) � / O. N N N- � aj NN ANO ✓O /N EX /ST. B "196./1 g "A �' B p � O d = 90'0 'DO" ^ ^o �titi ¢,poi 240 Wv A N N N �� �� @ 4,pD� ho^. ^ ti - `� v '� J ti W 8 PVC O N ss 'K 41 d/4 d/4 d/4 v 40.20' 3eC09' 23 '37 �ti � N � " CURB 70.00' ELY 2(0 h 6� CP Of E y 4.00 y N N N r` 4. S T 280. o 70 284 ELY 0. 7 y N N 2 N t� I V1 M �i N I CUR , Qo ^ o: N N j ELY 250 I N �I tl h �, N B N N `�' N o° `�' N N N W TOP Of E G y 4.0 `�' N N kl c zS 270 ELY PROFILE I _ Po/ /2 0 ' 9C. CURB RE TUR/1/S 2 f'- 5. IMAM OR /!/E LE 80,110, GUN ARSOR DR /!/E /(o /7 /8 /9 YJ-I LAOG't �, Jf�rl AJOR1rl <`OVIV7r�Y J /\l /1 1A /J, l ��° 20 PROF /LE 2/ 22 23 24 25 SCA HOR /2. /' 20' //ER T. / 4' �S9/Y1E OIYNERSH /P� r� @i T 0 AD SPL /TiPi9 /L D/Q1l/E Q . o' �o�,�� .• �'z P S AP � 8 SCALE : HOR /Z. / "= 40 •!/ERT, / = 8' 01- `t� 1S T „ C R 3 ' C /RQUE COIURT EN A f80,f OR /vE 28 r2q ra A po F Q M�� 5� 8 ® AN O �C'P SEE SHEET 7 SEE SHEET 4 0� 5 J OIN AND 9 " ye-P d = 6° 23 DO 2G' 26' p(t'' _ Z•5 /'DO" 300' V ;� 30' 14' 2 '�� 5 IL UR 4 300' G _ 33.4 j �; i � SAME OIf�NERSf./ /P� o.. �/! LrJ� irJrlrl i�1J�?rJ� (2) N/-9 BARR /CAGES �� �h y 0 2 S PIT pll�� - l4.92 38 .39 N 7 , r / / 09 ASP IJ:i! V +�' S I.'i� VI > AJ0, /� r J S y s R � 16'. 2R 80 /o R T. 0 35 / s M po � 3 v ' EX /ST. CAP is 3 34 s BpK L F. �' REr 15. S S w I�LYC B. sue• s 33 w , z -- - N - - -- - I ---- ; - - - -- PcR. -- -- - d= e5 040 a9 �¢ 16 ��r u�oF� s o "� R= 30' c 8 "19.6. /0 Till- s" ti V' °` + N' - -- - + ' S 1111. ... - -s.. -- =a •' L ° 44.85' d -44 27 .',� t �► I•-5 _ 5 r L = ?40"55 L6 Q• h _ 7/. 24 16 SPUTRA /L OR= I + kH 38 *02.51 B.C. GLENARBOR D.P i (3 . /2 A.C.P. EX 1 577 P a= 2 °24'10" E 5 I 5 r R = 3 v .. MOT /3.00' y� S �..,s , b 5 I` - ; O �� 37-5-4.51 -- Z /2 •• kIfITER My /N PROPOSED PER OL/4ENHA //V .f7WD O!I/6. OATEO: / /,�Z 77 /O. NO. 6.00/ h�' `\' / � 5 ' ° � 1 S. ELY CB, RET 223 -/O � � � d- 90 DO AO , , �,� h � t N O a m R= 3 0' A.C.P. C EX /ST. � �' 3 + h 2/ 2O O w s 23 ,, ;, A= 12 ° 39' 37 " 24 Ase W L = 68050 ENG2O �R /!/E 2 9 � S S 2 5 z "�', ; N sEE SHEET s 28 27 2(p E'�Y ce ° z NO 5 GLEN ARBOR OR /vE ® '6 28 1 00.00 S • o c /rRwll o,Q _ SEE SHEET 4 ig C /RQUE PRIVATE CONTRACT , ? NV 8 " .PVC. L = 45. cr, © SH COUNTY OF SAN DIEGO Q- 7 °40',9' 07 © PLAN 6 ENGINEER DEPARTMENT L 3O ° ' " " g " 8 SPL /TRA /L OR /!�E 014, SHEETS L= ycp 20' N LY CB R= 29 A5 B� /LT L 2 d= 44'57/0' d= 9' /4'Gb" +t n 4 =5 282' 0" R= 360' - PLANS FOR THE IMPROVEMENTS OF R= 50. 45 - , - SCALE " -4 L= 46 73' SPiLITRAI L DRIVE = 50.' L 235.37 _ E'LY CB COUNTY APPROVED CHANGES d =6 ° VILLAGE FMRK NORTHVIEW UNIT N0. I 9 d 45' /5" •�'! O No. Description A roved B pate BENCH MARK X/NO B "f.'VC. ® E RitOCR Description: ENGINEERING ANY, INC pp Y " Rec mmended for pdroval A roved R= 3/8' d= /a °53'33" �P /f�OUP /U /UCOUC �SlEEL 0 - p L = 37.49' ELY CS "M eoEEaww PLACE, &ATE M � �J. MASSMAN a 2,w►OtrNA /�/ /� - rvision Engineer . ff" R =300 d = 36 ° 5° ' 43 'A" n So Location: '\ �' DRtECTOR , OF TR A a PORTATION ?; L = 36.09 R= 3/9 MMr d~ 3CPT7' 6.l) f %Q / /f'A/I En sneer of work Check e by T•M• L = 204.50' GWK BHS R[S Record From: g �,1 /977 AtO 304, /0 A5 BV /LT ° Elev: fP 9.773 Datum: v =.0 ¢ e�, Approval date 3598 / JUL 5 1979 B/ R.C.E. 10284 1. Mf FILE N0. //,0 �/IiL 1n `PERFECT'PaoriLE PLATE A RODNEY STOKES CO. . !/C. R= 30' L= 47. /2' V ,P 97'46'005 J > V d= c 90'Gb'00" d= go'0000" � h �I W � v N 4i ,,� 414 4 414 414 � v \ -cam o o� v �c.� h h o t h N r, N � a1 4 4 y N �� N . r o 414 d/* 414 d/4 '� i� NN M o+ o i r ^ o, h v �. 0 00 280 NLY GAF ° °ti h �h �„ �. 320 �� h h� �� o�° 320 WLY O N N � d' 0\ N V \ p �9 � (� Q N N N o� �� �� �O h�9 NM Nth th " �� NM �� M O `C O Q O T O.o J I� J h / 00/" /.000 V' $ 2. n h Q r 01 0 O � tiLY n/RB 4 h d ^ N TOP 7 W CW8 o 0.60�y V v N N^ N N N ¢ QQ (FUTU/PEj C o. 0%' R CFUTUiPE�' /00' vG W �` 2 007, � M � 2.04 270 NLY '� uc. W N ° 6O� " 275 3/O v P.11!C. 3/6.049 � Q — � p 3 /0 N/Y Y 3/5 - o - 9 "00 as 16 o N N N. ifZr l� h� � 28rso �, S. Wz N, R/'LY FUr ) J h ao O o: �� i p N , EX /ST GROUND rn o '�^ �"\,� �� R =30' L= 47./2' 1 d= 90' OD" N \ 9 c� In ^� -L o °° \ cV L /NE @ �' `� O O oo d R= 30 L = 4Z12 G °^° 4 °o N M O QN 1 all o th . ` h �9 �} °� O * d = 90'G10'OD" G!� 280 '�� °� N { h ^ `� h�� EX /ST. GROUNO 320 _ _ ,� — — —N -h hag_ w 320 3/0 N6 N @ �` tV t j t h ch N — " 1 _ W W 414 414 414 414 N ^ ^ ,P =30 L= 43 46 / y 0 k 414 414 414 414 k W V Q " N d = 83 "010 00 " � �UTURE) (FaraRE � � � •� � _j roo 20,07 z00. V _ S TOP O 8" j th 2 70 BA \ OF 8... C.P. aC \� d1,4 a 4 d v 3/0 3/0 �` N @ ' - �8 „ l!C.P• � \ / / � ¢ �¢ y � 8'/l.C.P. rIn �WW GJ N =� N N �� 275 Q 315 2.G10y FUT�E ry h V 401 43./7' ti Z� 1,44i ti N a Q� 5. ELY N. ELY 280 3Z /X. 00 270 320 TOP OFEZyC!/RB 320 ECY 310 T PROF /L E — CURB RE TURNS 200 zoo PROFILE - CURB RETURNS 7. Ci i N N CIRQUE COURT @ (FUTURE) , p o �FUTU,PE) WANDER /NO ROA C� 27o s'cY N V SPUM41L DRUIE 3/0 0 �, : �� 3�0 E'�Y N N �; N GL EN ARBOR LR /VE 0 o ni SCALE : H0R /Z, / = ZO' ; UERT. / s ¢' HOR /Z. / "- h /00 9 ch { \ BO r 0\ 40' U, C. PROF /L E SPA /TRA /L 27 28 29 CIRQUE COURT _ SEE SHEET 6 PRO F11- E I � � CB RETURNS (4) SCALE :HOR /Z. / "- 40';l/ER T. y; d = 90'Gl0'DO" V ; 28" 28' !�1/i9NDER /NG ROAD _ _ R= 30' - � 30 /4 NCO L = 4712' � R � R• � j SCALE: f/OR/Z, /"-40';VERT. / " - -8' J BpR .l K 38 h E �TpR. N �`3 �$ °`i� G 3 WA AR (�� IL trj Ni N tr) r `n o 6 CIRRI - - -;- 45f50. 4/ 2 t Op Q 1 1 , �v ��I V 22 +66_i9 P. C. E? + -- - 4 Q O . H. HIY 00 5 ^�J� PC. P. / I PC,R. �J 1 h� Q3 0 ; O �K�p2�2 " �' , :. N. 6f/LY CB RET. l s d = 87' 46'00 27 " a qq f ) A zk 1 • `� / �;. - �u '1 0 .so.g r 7 r - -� +- 44!50.4/ C i - S. {4/LY CB /PET. Q PC.� - - LT. - 1 � 1� \ V Q P.C.R. -- - - O 1 � �� Q ap �� � k v d= 83'00'00" 1 �� b I� �' ti i l O h O Ci R= \� �� Ih 41 N 3 ri �; cn D 37 °� �� L = 43, 46' L� � m R I- M; o 4. � A• 1V_l ^ o `v � � o� � � ON I 28 C ' 1 V � 30 4 f �i �QC �Q �R m SpL I TRA /L DRIVE ? �� ORII/E �v v v SEE SHEET (o GLEN A RBOR SHEET 4 N 'A5-BUILT S) PLAN PL AN �� WANDER /NG ROAD PRIVATE CONTRACT CIRQUE COURT scA�E / - ¢o 7 SHEET � = i COUNTY OF SAN DIEGO 8 ' ENGINEER DEPARTMENT SHEETS PLANS FOR THE IMPROVEMENTS OF CIRQUE CT. — WANDERING RD. COUNTY APPROVED CHANGES VILLAGE PARK NORTFIVIEW UNIT NO. I No. Description Approved By Date BENCH MARK rr Rec mend d for A proval Approved � THE BAnamR ENGirizzaING Z;; ANY, INN Description: //iO.UP /.0 /UCOUC 97EEL P,/)Jr e. - ew72 /�j /f R.J. MASSMAN o W// / � .� •` VL Subdi vision • DIRECTOR OF TRANSPORTATON 9ME IIa22CRAN2 PLACE. 2WTE fn location: 19L,W. 9 /" P. P. ///9.5 2P. DZ11119 IIO ,SAL/7A Subdivision Engineer � ;' SAN 01200, CALIPOWA 011% AF MY9,9 05 4//. V667H OF EUC /,C/ /TA9 80,ZL /j MO Engineer of work Che e b M T.M. em MMr QOr *All: �� Record From 1 �� .F('O►11„, ► t11{t • : CD OF 9 .AL/D/EAD �,� IWL.fI`�` Approva w K BH$ R t 23, Elev: /29773 Dotu01: U.S� CO3. R.C.E. 10284 _ l date 3598 -� /7 4/P 304. /0 AS -BUILT • FILE NO. (/ P. 304, /O 'PERFECT'PROru.a PLATE A RODNEY STOKES CO. - - - - - - - - - - -- I - - - - w - - - _ - - - -- - , _ : I _ { . t ; 773 Approval d n _ - - - - _ /6. ✓7 : I cof - -- - - �t - - - - -�- - - N 0 U 1 t i I m _ -- { : — — - - — - - hC T - _ - .00 � - - ATV lP y : _ — �1 .. T O - - , a y r - - — 6 7 I , v O �� �r _ -_— Q T - - -� i- li) N { O 6 R i • - � i 4.74L4 riii;; ;� + • o O _ III V/017 7P uRive - N O , _ - - \ - - _ ih� 0 0 a0 - _ _ t a .. _ �- ,- T— N N �fi -- - - - - - - - - - _— - - i I C. - -- - -T— - x %OD I _ _ - - �_ \ /. � �- — — - - - - f _ �._ i l f '- N -- i - - - - - T - - I N - W ;- ' - - 1 \. ♦ : r : � / T TAY_ i RT.. OC -�-- - - T - - M T i nV � ti — - I 1 , T — L I I ♦ r : T r - - - i - - - - - - - - -- Ill t : O L I � L i 1 I f i f t k t c : I - - - -- - - _ - o : l lu i R - T 5 1- z : - • t o \: I { Q I O MOUN -MI !/�S T/ / PO P. g0' uC. P/E'OF /L E r 6 OR /!/E EA /STI,UG /5 D,2Alk-IA6E EASEME,UT GQ�DEw0,4C.E IPD,QD W Jr' URB 4 � VC d : 7°2d'SB "" PER DOG. ,UO. /7D160 PECORDED 3O R= 00' 8 /2 7/ �. 9/.4 4 /f 570 6601 : 14'44'20 7 R 2' 1 WLY CURB e B PVC. 5cC41_E•�1 / =ao' vE/er / -8 4 = 24'27'640 " d = 24°27'00 Q p ) N. W'LY RE7 L ' ? 9.49' = /2802' WrE N tiQ I Q R = 30' 15' OFFS /TE D�P.9 /N•9GE �9SE/Y/EwT ALL /MPROI/EMENTS /YIARKED EX /ST /NG' ON PER ZV0,, NN ♦ 7 .S/2 S/3 q W I h TN /S SHEET ARE PROPOSED UN96f W ,3449 -4 RECORDED /Z /2 -7 7 NOT CONS77P1/CTED UNDER R I 0 �. SEE T 3625 FOR TOP OF f/EAOI(69LL EL E1/ � \ � f SHEETS 3 # 4. /F v , . � `' � ORA /NAGS /MP � „ , 1 <' J JJ � 1 � TM 3¢¢9 -4 , GfIRDENDOLE RD. SHALL QE �Nh .� i�rS i \JJ�f fT ' \ /� P41/ED TO 2B' 4 4 AND RELATED SEWER, rt 2 1J p WATER AND DVW 11006E SY5725&LS SAIWI-1 S3E LDPE ,�OTE CTioN yJ l '� J� ROCK S �\J J. ,� mI r v CoNSTRUCTEO. 11- r4 5, r7 -9 GUr9R0 a�sTS I Q 3.0 NO. Z BACK /NG / �� \JJ / y J. ` 1EE TM 9625 @ 35' lc/7�i2Vq�5 �I I W (METHOD B /�' � ) r / ✓l��f FOR 56 "R�? I ` FrlGNG T/PAFF/G I �� } Z EXTENSION J NOTE: EX /BT /</E I� a • �I I n a �)� /j /N/Pil� vE�FUrs rHrs I I S /OE SECT /ON N PER Ti Z6I 0 4 i * I W� �\ '9 m NO ALE x15 SIG M ` S I ,'1111 k • /6 c 9,' �, V CAl /DN 130RRfGAD -�1 �ADWAy SS 4 � 4 j1J' O lJD � �/ 9 f y , ' VI PER uD x O'0D G,4 E'DEVDAL E ROW �Pq� k �r1 RED • 3 49 /70vUT4 /U 2p i'C �i >c 1115m p fi �1 r t� � \� I j � ' '' � � EX1sT j ..-. - ......:. .. .. .....,•..:. '' " y+�!C E1l1 � � J / \��1� � V .... .er / ,,,,: .,,,"' "0 •( — / ( n I / � / � rte. F..,..�-���� ` ('1f�fS i �� �J. ` \I V �. Of �i „ I l 11 r� r / J� /�i I� 4. M '► i O P� 1 ; 1 `1 1 /�� J \JI/ J\ J� `� A5 - 60LT EX /5l P.LA��_ + Q�,J ` ` , r� �rJI / + EX /ST /5' OFFS1TE DID 0 ` Q EP DOG C/O 77 1 G ` PRIVATE CONTRACT E4SEME - P l l 11 � l NOTE RECO,2DED 3121177 Q��� CGS " - SH E7 COUNTY OF SAN DIEGO ENGINEER DEPARTMENT TS LA�E �E SHEE RENO!/E 320 OF EX /ST. 6 "A.C. D /KE AN49 , 5r V//- /L A rz ,i 41 r /\/Jfl %r/ �J✓/� /r y b 0 PLANS FOR THE IMPROVEMENTS OF If . IA, P 4lgc6- qr T rs - oO a PER CG-:OB33 /� /Jr /� /J J % J/ JyJ o , GARDENDALE ROAD ' /F /N LACE AT /ME OF C1�YSTR(/CT /ON, .I PL 4 V i ✓1�� r J�J J 3�r i�` \, //�/ •' J COUNTY APPROVED CHANGES VILLAGE PARK NORTHVIEW UNIT NO. I 1 � GAieDE�UD�I L E ROf�� D � ✓f ? /� /� i' {ENCH MARK /r O,�/AW/I/ C41W SrrTL �,9TQC -Gg72 TH E BARHOUR ENGINEERING COMPANY, INC. No. Description Approved by Date P , i. hI Rec mende pproval Approved /� Description GG ' /p- 'r,.,�,,�,� R. J. MASSMAN �/1:�� 3055 ROSECRANS P DIRECTOR OF TRANSPORTATION f / Subdivision Engineer PLACE, SUITE POi Location: 9 SAN DIEGO, CALIFORNIA 94110 /74W 05.!/// L,(34Tly �FL.L^ /L / /T.QS' dF!//1 (7141 7254337 Engineer of work Check d by 7 .ri , � RIIOR, OWNr CKp, OATlI Record Frem:.CQ .�QC /QE�G9 ,) r Q Elw: - T, �+ `� ate T.M. s /�i7 AZ 3 ' VP 304.10 AZT, i Datum: LC.d!Q� R.C.E. 10284 G . 3598 FILE NO. vP 304. /O