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7005 W0*4PK To l3E IDOAIE IMPROVEMENTS CONSIST OF THE FOLLOWIN6 !YORK TO t-A VILDA `CCOoMNG TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY ENGINEER DEPARTMENT RD SPEC1A1CATIONS, AIVO SEWER LATERAL /.7.4 TA 7.48L E SPECG4 L PROVISIONS FOR IMPROVEMENTS OF SUB/O /VISION S 41VO STAN0,4R1_J REFERENCE DRdWINOS. LOT MA /N ID.POP /NV CU,P/3 : &Flow /NV. PA I N0. INV TO ELEV. LENGTH ELEV. DEPTH REAWI 5 45PAIZZ T COA/CRETE S[//?F<C/NG ELEV. M•4 /N & &F CB. /6 4 /92.08 0.3 0343 36 ' 19. 61 f L/ i 6" 7y11 e" -0S//7TER----- - - - - -- G- 45 - -.-- -------- - - /65 / 9 B' 66 D t7 PCC S /OExVALK 4.5'W //�E ------ - - - - -- 2/22--- t---- - - - - - / /8/26 T /B ?O 28' ! / f 6 IN 60 .60 185.40 6 /4'f / * 6 CROSS 6L/T7ET e ,PETU/rf/ SEG/YIENT -- - G- 35 6 /80.76 / 2 30 t .80 6. , AI714Z /�/j /vEl�!/�lY- CU/1� b'S //>EW4L.� CO,UT/GUGY/S 10 7-4<T, 3O5 7 £STA • / L 1 7� Lf t 7 306 -I S/L'E D1P/VEIN//Y 6fN0 KEY MAP - 7 178 7 5TORMlf?I&IA/ ------------ - - - - -- --- - - - - -- 17 - 171 ¢ ! !!{ STREET NAME S /6N - - - - - - - - I 17: 7 ,4& 2B /O DUNSMORE CT. STORM - - - -- -- — �E 570 ,5,57 LIGHT CLEAC /OUT TYPE 4 -4 - -- -- - 4/0 -T - - - -- - - -- -- __ __ S& ZAI 910 6'B 3.5 28 7 . 5 /7 1 R ��/ INLET-------- - - - - -- �' -- - - - - -- - - - - - - -- ^ - -- - - - - -- _ 2 ' . 13 0. I le 7. 13 47 Aso w. 08 / ?. /B .95 6. t /3t /d' J . 0 SEWER <' M4N/IOLE- - - - - -- -� .7- .�Bp / iJQTER--------- - - - - -- STREETSU/lYE /Y YaAIZIAY ENT----------- 21B- /,2/9 -1 - -- QQ - . t 3 J' /p/V • DIRECT /ON OF NOW -- - -- - -- -� 2007 6,01 61 .1011A OF Ida /85 Id6 B OUND J'f1Ef7 NUMBER--- - - - - -- © O Y.C.R S Ew E.P L/.UE - - - - -- - -- - - - - -- ---- - - - - -- -- - - - --� (JyC.p 5 I 4Qy 8L OCK NUMBER 400- _ _ _ _ _ _ _ _ _ _ _ _ _ / I S ldt lA� O SEWER�ATE/l<1LE - - - -- - -- - - - -- 5� 11919 1 1628.5 1 1/54.35 63F 3 - -- - - - - -- -- — �--- Aot2l 04r 3? ®7 6 fP / t oaNS C /d7 197 9 767 . 0 06 6. 2 f� + 4C M0 L /NE- ICLASS150) - - - - -- --------- - -� - -- - - - - -- — � A I 3 6. i = Q / / /. 30 / -7- E z Y05 - I WATER SERVICE - - - - - ! AP L cr ldl I /M /95 I� I - - -- -- - -- - - - - -- - - - -- - -- 154.93 0.7 6. - ~ I 647E V.WVE OR .BLITTE,PFLY VLILVE ASSEMBLY - -- - -- - - --�- - - - - - -- -- r � ! - /dd !d! /99 sr Ij� XJI 10 + 1"Xff /IYO"A17_ 4SSEM,0ZV 6 0 -- — .9 3 I o Wr �' I -------------- - - - - -- - — - - - -- j . 7 6 ZI I �LOGV OFF ASSE/Y/FLY 8 ' / + I*WUGL 4 /RRFZEWSE 4S5 ,6M13 11! ao 1910 l9/ 191 �� I X7 1Ad ? } .EM13LY -------------- - -� - - - - - - - � MM° ' ACT /93 7Q7 o I I O .37 3 N LONG 1 170 '� 1 � `� 18751 6' f 1 0 119/ , 7 V3 GY,�,�EEL R�i/y1P5 - - - - - - - - - - - - - - - - - 225- / 7 - - - 198 q3 / 9 . sP r o = — L INDA l40 0— mm r ? SUE ® 1500 0 177 � + CAP ASSEMBLY - - )K CONNECT TO EXISTING 6 "VCP WITH STANDARD SADDLE,L.C.W.D STANDARD DRAWING S - 16, v eP I F .1 5 1P sP - - -- - - - — N I FORPLANANOPROFILESEESHEET -3 II �TYPE C /CURBINLET-- - - - - -_ ___=== �0�7 == — - - -- � I — ��O D.E /aG ' I O DEAD END -- - - -- - - -- -- _ — — - -- — l75 IN 173 177 171 170 /69 168 167 16f 165 /Gf II j + ;A. C. X A.0 X FI ANGE TEE W1 FLANGE X A. C. GATE VALVE 6 _ [/ I 6' WIG1/ SOLID FENCE Oe W,4L L - - - - - - - - - - - - - - - --c .0 3' T/ lEETL/ 6HTC0 !/LY/ /lyES61Y"PIV,UT---- - - - - -- -- - - -3P. -To-- -- - -- Ira !/'1711 Pf.0 f' /PE, h -- -- ,5X/5760 °RCP— NOTE-* EXCEPTIONS TO TYP /CAL ac c EXIST 10 - ACP. LOCATIONS WILL HE NOTED IN lt' �' � � EXIST 4? "YCP a...X AT F/? F/EL 1D BY ENGINEER OF WORK. Q W EXIST l6 "A.CP. KEY MAP E1bC s a SMT. 0`15TI IG 8 ESA'f'T. Lix' 2/0707 ~ D14TE B - 10.72 LLP.4/A/. ESM'T. y SC,4 L E= /' 100' L CT 8 -18-71 /XY 7 31/099 S © L147F t7 -73 E * X,0"?IES SXA C& ENG/A/EER DER4RTAIEA1T SUNIXV D,?4W /N6S LJ !t' Q LUD100765 LEUCAID0 CYJI/A/TY W47EP DISTRICT ST,4AIIDAR/O 01?L MAIGS S/L7IEW4LK � ~ CURB L /NE .S'/TE LOl,4T/OiV + 1 IDIr47ES 0L 1VEA19z11A1 MUA/ /C/RAZ W4TEP D /STRICT STt1A UR10 DRAWINGS. /" COPPER WATER E�f/C /�f/1TAS 4" YC. P. SEWER LATERAL \ LATERAL a 8 Y. C.P q. C. P. n c� a !DIRECT /ON OF FLOW TYP ICAL LOCATION FOR SEWER AND WATER LATERALS T �L ti NO SCALE ma = Z VIM L Q' R1 R/W v `� A6' a' GAD /LAG PERMIT N0, L 75 7 RANCHO SANTA FE A9,811117 'U kW- STREET L1611T q 2� w 7 a -/4 - 77 aw pia .n« R W 26' 28' I ?6 = 28' LED H. BARdA(�(R, f1 C.f..lOZB4 DATE M4% 16'- /B' II+M � C11119, " Arr b I/ /C /A/ /T Y M.4P Tw JAIWIB S EL EV. SHOWN ON PROFILE 5' FIRE NYDRl1AIT No SCALE I HEREBY /�GRfE 70 COMMENCE WORK ON ANY /MPROVfMfNTS ° s' os' iA SH01✓N ON THESE PLANS WITHIN fXISTIN6 COUNTY RIGHT PRIVATE CONTRACT r2 OF -)✓AY WITHIN GO DAYS AFTER ISSUANCE OF T/7E CONST- SHEET � PC .C. S/DEh/,4LK RX71ON PERMIT AND TO PURSUE SUCH WORK ACTIVEL y � COUNTY OF SAN DIEGO P.C.C. SID15Y4LK ON EVERY NORMAL NORK /N6' DAY UNTIL COMPLETED IRRE ENGINEER DEPARTMENT sr,�rs ® SPECTIVE AND /NDfPENDENT OF ANY OTHER WORK ASSOC- PLANS & PROFILES 6" TYPf "C "CURB !' GUTTER THE STRUCTU�PlJL SECT /ON MTED WITH THIS D ELOPMEN NDER MY CONTROL. PRE TYPICAIL STREET SECT /OAS 1 S 2 "A C. "V66 511eZ 3 /f - DEVELOPER FOR THE IMPROVEMENT OF X51977 • NO SCALE "' AUGUST DEV PMENT COMPANY VILLAGE PARK WEST UNIT N0.2 EWE SR - AGENCY WATER - AGENCY COUNTY APPROVED CHANGES �,MED BENCH MARK: Ot 0022 " SAN DIEGO COUNTY LEUCADIA COUNTY WATER DISTRICI OLIVENHAIN MUNICIPALWATER DIST No. Description Approved By Date DescriVtiom EN /TAS, 8w. Co e. /LATER. ME A we /o R. / E. 102 4 , og t it FLOOD CONTROL DISTRICT ® AGO 4'ui611 PEAK E(sNr 4) , ,pdf�,,, /l ltrs 4A10 CREST />.P ;,,„, PdT County En inear V 'µ :C ISION C.J. HOUSON: DIRECTOR OF DEPARTMENT OF WATER WORKS APPROVAL L o ca ti on; ® w STf x711 Y,},' $!1 u SECT,E'Y/ Q �I a 71 eV W OF _ CWES-,D P. S ! ME[B4 tJ GCEI#�Ibhl:.: ;; w SANITATION a FLOOD CONTROL APPROVED BY: SECRETARY- MA E APP VEO d 4 � / E � � T Y OF D EGO� R M BY: /g NAti R � EIOYLE ENGINEERING R9dU/ll Recce From Erwin «r of sort ct •ct•d by MICROI _ -,^ED EN IN RS FOR THE STf� T - 7•�� .!433'2 M)t €' DATE' 2 S 7S GATE : fh /yI' - C -001 I - Elw 380. ?2R? U.SCE"Cz Ar►ror•I cote t urn -. . 6,07 DATE FILE NO. , 1 I GENERAL NOTES SPECIAL NOTES SEWER NOTES WATER NOTES 1, LOCATION AND ELEVATION Of IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASURE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCAD /A COUNTY WATER DISTRICT (L C#0) STANDARD SPECIFICATIONS. l WATER WORKS SHALL BE CONSTRUCTED /N ACCORDANCE WITH THE STANDARDS OF THE OLIVENHAIN MUNICIPAL WATER DISTR MENTS PR /OR 10 CONSTRUCTION Of NEW WORK. 2. SEWER MAINS AND LATERALS SHALL DE TESTED USING AIR TEST METHOD AFTER CONSTRUCTION Of ALL OTHER UTILITIES Z WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROF /LE IS 4'(48 BELOW' 2. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AS SPECIFIED IN L.C.W. 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 OF EX /STING FACILITIES. 3. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PR /OR TO CONSTRUCTION. 3. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS ON THE WATER MAIN PROFILE. 3. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS B ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACT- 4 COMPACTION OYER AND AROUND PIPES IN EASEMENTS TO BE 90% MIN 4 UNLESS OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE MADE ORK THE T1ME AND DURATION OF SHUTDOWNS CITIES AND COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES, TELEPHONE 232.4252 EXT. 7569 5. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.WD. INSPECTOR BEFORE BACK FILLING OYER ANY SEWER #YES. OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT I 4. CONTRACTOR IS REOY/REB 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 O. ENGINEER. S. A.C. BY AC. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION Of THE OTHER EXISTING LINES NOT OF RECORD OR MIT SHOWN ON THESE PLANS. STREET RIGHT-OF-#.4Y LINE WHENEVER POSSIBLE 7 APPROVAL OF THESE PLANS BY THE L.C. #D. DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION 5. 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 198-0595 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 DISTRACT 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 OYER TO THE OL/YEMHA/N MUNICIPAL WATER DISTRICT J L /TIES AND SHALL COORDINATE HIS WORK WITH THE DISTRICT REPRESENTATIVES. TELEPHONE 753-6 466 9 ALL PIPES SHALL HAVE A 4 /NCH MINIMUM CRUSHED ROCK BEDDING SHOWN ON L.C.W.O. STD. DWG. S -It. COPY OF PERMIT SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START OF WORK. I . LOTS MY1IJU 0164 THiP!/IMARE TO RECIEV£ A IINCH WATER SERVICE. 1. CONTRACTOR SHALL NOTIFY THE LEUCADIA 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 JOBS /TE AT ALL TIMES. 8. AS BUILT WATER LATERAL LOCATIONS SHALL B£ SHOWN AND COMPLETED ON THESE ORIGINAL PLANS PRIOR TO NOTICE OF If ALL LOTS SHALL BE SERVED BY .4 4 /NCH YC.P LATERAL SET AT A MIN /MUM GRADE OF ?.OX W/TM A MIN. PROP 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 D. 9. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY ENGINEER ROAD DEPT FOR EXCAVATION WITHIN COUNTY R /GNTS- OF - #AY. 1 STANDARD SPECIFICATIONS FOR L.C.N. D. SEWER CONSTRUCTION ARE .4YAILABLE AT DISTRICT OFFICE. I0. ALL TELEPHONE SERVICES WITHIN TN /S SUBO /V /S /ON ARE UNDERGROUND /NSTALLANONS FOR LOCATION OF CABLES AND 1 3 ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY 14 JOB MIXING OF THE CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE L.C.W.D. ll. ALL ELECTRIC AND CAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATIONS OF ELECT- IS. • THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 67058Y SUBMITTING A DETAILED PLAN SNOWING THE DESIGN Of SNORING, RIC CABLES, 64S PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING 12. IT SHALL BE THE RESPONSIBILITY Of THE DEVELOPER TO CONTACT THE UTIL/ TY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVE- THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR MEN TS AND BEAR THE COST Of RELOCATIONS. 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 SAM 01WRS, THE PLAN SMALL BE PREPARED BY A l3 NEITHER THE ON=MER NOR THE EX NEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL BE REGISTERED CIVIL ENGINEER OR STRUCTURAL EN61NEER AT THE CONTRACTORS EXPENSE. SOLELY RESPONSIBLE THEREOF. 16. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 INCH MINIMUM COVER. ALL LATERALS SMALL BE CONSTRUCTED 14. ALL UNRE06000W I LATERAL SHWES SHALL BE INSTALLED BEFORE THE CONSTRUCTION Of CURBS, GUTTERS OR SURFACING OF CLEAR OF DRIVEWAYS. THE STREETS. i I7 BACKFILL NOTE: #HERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTSSHALL BE SUBMITTED TO THE DISTRICT INSPECTOR I5. NO DRIVEWAY DEPRESSIONS ALLIWEO WITHOUT DRIVEWAY APRON CONSTRUCTION. BY A QUALIFIED SOILS ENGINEER WHICH CERTlfY THAT TRENCH BACKFILL WAS COMPACTED PER DISTRICT SPECIFICATIONS. i 16. ALL STREET LIGHTS SMALLS BE SUNDARD 7,000 LUMEN MERCURY VAPOR ORNAMENTAL STREET LIGHTS UNLESS OTHERWISE NOTED. 1Z im CONSTiP(/IC1 OF ONE P.CC STANDARD RESIDENTIAL - DRIVEN4Y PER LOT LQM_ 70 CE DETERMINED IN THE FIELD BY EIYa1NffR - 0f_WQRA'.. P. C.C. SUg a - D"flay_70 a- EXTEND FROM CURB. TO PROPERTY LINE. USE STANDARD OvNINOS ?07-4T ,SOS 3T { 3©6 I. 18 ALL TELEVISION SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OFCA8LE8 AND APPURTENANCES CONTACT NORTH COUNTY CABLE T.V. PO-BOX 727 SOLANA BEACN,CALIF, 92075 PHONE 7/¢ -755 -936/ I I -T OP Of CURB ELEV TmE B nmmn ENCII14 MIVG COMPANY, INC. UM A08100MNIS [T. - FINISHED STREET SURFACE WA DOW, CNAVO MNA "I IQ (714) 20111 Np r':r 1 I D.NY7R: DWN: C[D DAM: A I I! ! D INVERT DEPTH! CURB 1 - LATERAL INVERT T W. MW8 ! ! INVERT ELEV. tv R/# G4AD/NG PERMIT NO. L V.CP 4' 0 ?.0% MIN. 0.3'M /N. PRIVATE CONTRACT IVY. ELEV ♦SEVER MAIN COUNTY OF SAN DIEGO LENGTH 2 LATERAL SN[[T ENGINEER DEPARTMENT PLANS 8 PROFILES TYPICAL SEWER LATERAL PROFILE GENERAL NOTES PaECisto�t , #0 SCALE VILL�►�E PARK WEST UNIT N0. 2 ,JUN 8� COUNTY APPROVED CNANi[S D[NCM MARL OC 0,022 �wA vd Dili « yM� W iWED D«ed INTER. .9 ROAD ,r 11 +..: �"" �RECiSION �3,8=Ur['T �Q�. G /.hfj � i � PRECISION O C T 10 1975 MAR 1 1176 L...N4w !«wl Flom: vo RAICROFILMED MICROFILMED !Mr= MO. p U C � � R PT 75 T 3I33'Z ' �� FILE NO. •PEPFECT °Rona[ PLATE A RODNEY STOKES CO. I i i V �Q N �PC 40 VC. S c /� 190 /N'L Y o N C14 FI N /_AED GRADE OVILR PIPE MO ✓C. p /9n -w'LV. �' , hw p o v 4712' v Q MOD. VC. c o h ° • ° � • TOPOF W[Y CURB GRADE mr, N y //.78' ti �o S �{, � � 4/4 e /4 d/4 4/4 Ci „ R M N M ' Ail oJlp � 180 p b ^NZ � � �� EX /ST. G,POUN/OUNE by �pe I 0 o \ o � 40W. �+� \ LATERAL INVERT �� r\ a � p , OD p h h �tj V O ti ^ /° /44440 MAR. AA1,0 zoo tz N V^ m / �� � 2.'�� 2' CAP ,9SSEMBLY h ti o Cu r , WLY. L URS RETURN VC. �h M DEFLECT P /PE ? ° 84- srU�� �a�/ /B5� MTN. VISTA /.�P. s' DUNS/)IQRE CT. v C PROFILE SEWER LATERAL 11V LOT /83 1HAX PER JO /N7 / CLEA!/OL/l � v , �• ; � ap � o � Q 6CALE� VERT � l 4•" NDRZ : ! _ ¢D SCALE HO.PZ' / " =20 INERT' / " =2' 71�� W oo 4444 �6� I�$ \ / 3.0�� �, �, ti � b o r PV / \�`� o a F/N /SHED GRADE OVER P /PE /BOA ti �w m� "� II ' OF 8 \� "0I N r , Q�� . /OEFLECTP /PE VG. ' ' MAX. T � 16.10 INVERT GRADE / 2.0 QD o v V.C. IN �, o ti ti m 178. o� P' ` °. F� o o ti a r o a w P�� -A o /96EL1! 190 h a h a '� zaoi Q- � o /80 �- 4 REMOVE CAP ASSEM- I I I I II o ° oQ 4 d/e 0/8 d d/8 a U 1 9.05 - ION O EXIST CONNECT a r \ 2 q w LATERAL INVERT /ON TO EX /ST. 8 "A.C.P. I I1 °I� o °�$ ^ c�\ \ ° 40' y c ti a v /G4. 6 /' _ ° a � f` � R -. ao EX /ST. 2 "8.0 TO I k h Y l'70ELy v ; "I t\ a a t" I �: a l90 -ELY x �: a v W REMA /N 1,uy 9L02' ti \9v r: 4 � ` 1 N ' ti ti o o TOP of PROF /L E- CU DES�4C-DUNSMORE CT. Q �,� c� � / 1E'Ly.CURBGRAOE PROF /LE SEWER LATERAL LOT I84 �h � to 33.3 'OFE,Y /ST. B'AC.P.. - ° y ° n, Vi °�°� 2 SCALE' /,�ORZ' /'_ 40'- VERT /OT / "- Q' 'R�4N5 /T /ON FROM ='� / /7B' ll. 7B x � `o ^ SCALE VERT / = 4 HORZ / "= 9-0' 8 " TOG" CURB O� L1 d e 4i I /d /4 4/4 �/ 4Z'EX /ST. B "V.C.P @0.40% X m��� 47./2' 175 /2 N a � r` PROF/L E : DZINSMORE COURT SC.4LE• 11017Z.- / '= 40 VERT' Pt 4' /0 waul � W�;`i � 1/ C� kp 44/% 13 1¢ 15 ` � Al TNEV/STA IJRR CT REMOVE 8 "VCP QOVC. �� —TOP OF EASTERLY PLUG E MAKE °� CURB GRADE SCALE HGfRZ' / = =J' VERT / 442' CONNECTION /psq? PEMOVE EX /S7. 8"1 PLUG 4A/O_ M,4KE MNNE /ON I I 7 +52.43 PCR a "' SCALE 40' REMOVE EX /ST CAP A55EMBL Y & MAKE CONNECTION TO EX /5T 8 "A.CP - EX 15T /50 TO REMAIN I I o 1 1f79 S DONSMORE CT /O+00 .. L/N A MY LA/. 3 Ii 2 I MH. NO / @ SY/EL,V. r I � 1742 it 42 , of /7 Q 177 178 179 180 /81 w I 2 old �� �12'OFEX /STB "l!C.P. I '� �I� �� i� % I +70.3/ 4-3 8C I W , CURB RETUR 90 °DO v, �� 0= GAO " Q 6DGE OF EXIST. PViVI Q I I a _ / 39th RG _ L = aZ�� /2 ^ d o I CLE.Q!/GY/T Q3 4 13 1KE ,�z 3 8� Co � io o � / 6 3 2 - o Q I i 8 -- L, _ 8 "V. C. P., STUB AND PLUG I - - -6 � ¢3 EC ^ I y ^ _ 5' MIN /MUM - - - - 2' rt g "A.CP. O ' -G "A.LP 9ETWEEN CONNECTIONS. I II 5 _* /0/00 OUNSMO/lE C T. _ _ _1 - J � 9t03.36£ MTN. v /ST/� /0.4/VE c �� /� -- ! +sz - 1 :..,:, :- G9 99 -- v `t 6700 /6�" , ° I \`. :/ I\q �. ` — w sa-s2.47 BC Q I 38tS5.36 �I - -- b cb� I Iv pRC- /B I O vl I I I IQ 6 h 183 GRADING PERMIT NO L 7507 J v 10 • 1 , I /75 �I I ID /90 ° °- i I � Q I 10 /6� o Q I CoMrs 5+ /6.00 C Q I g �F vI L /NDA SUE LANE H o W Q3 ')I�lE Hspot�E Et Msswlhc lr�r, Irc G I I j ti I SEE SHEET NO. Q i N ^, ° V `°o w+ auocA�Keaww►�in N Q I A IL �I M 0� I �t r,gfMwrr /d l8 C� 87 x x �0A 0"# CpD• DAM �rr.evu E'L X CURB RETUR p W I I W T W N B R C e R- 3? °// 446 I q EXIST MH # 2 VI , AR K IVATE CONTRA Ad 6(9 ¢ X70.00 WEST #1 L- 38.04' � R - E SHEr COUNTY OF SAN DIEGO Cl/MB RETURN CURB DO T4 .3 ENGINEER oERARrMEw HEErs = 90 ° 00'00 " 4­248 //'46 " PLA/V: SEWER LA TERALS LOT 183 ANO 154- PlA/�/ E PIIIJFILP EIh , T R- 30' R 38' L_ 4712' L= /6446/ AI/ SAW COURT NoTE• f�E�1?Z?l/E EX /STING 6 "A. C. /.7/KE ,4LONG Y11�.9fG�' P.4I1X 171�•'ST U�TTJT NO. 2 ; ,f5 /OA/ i6e5V1X10,,4,eY f3ETWEE/V __ _ . S X55.36 4 39,'51'36 MC7UNT�1 /N // � A COUNTY APPROVED CHANGES /�•. DIINSMDRE COURT BENCH MARK O.C. - 0022 No. Description Approved By Date R � o Recmmended for r va d D s<ripfion: ENC /N /TAS' SW CO,PN. /NTFR. MELF,3A /?/>. p A y V/Sr.4 /OR/Vf T R ��Z" / C / ub rvision Engineer Approve County Engineer F0,4 EX /Sr /A/G /MPMOI�EMENTS /N MQUNTA /N �g � /LT �� • /�, /,� �°carion: ocp urr 4 SEE T. ,'Y1. 328/- / A.V/O LOT /6/ MELBA D. /.'E. OFC3�F Z 7O F.PE A 1)94a X') f Engineer of work Checked by T.M. Record From: CO. OF 8,41/ D /EGD __�J �✓ � � UC 3433-2 ,4010611104110' /04yE/O MAR. 7, /974. 380.220 -Datum _U.'s'.0 G S. _ Ap,'ro °o' d at Eiev: R.C.E 10284. 26 SEPT 75 PREC'r!ON mmi FILE NO. i aVi -k t -;LMED 'PEPFECT'aPO.aE PLATE A RODNEY STOKES CO. m o I Qe O 40; !!C 47 12' o� ,� - - v c� C; ,� o "� o o Q e O +5. -3 �, Q W M u7 p a ti r` \ v o, Q c vh k-1-- °Q / ..7B" n o! h r: o cv �r h 00 0� h \ \ h� LI /4 O/4 e/4 d/ v y I90 Nl Y.. Go h v � �o M ^ �� 190 RQ p h N Q cn \ \ ^ o o ti �bQ r U) 0� W W +0.50 R� MdD. oo Q n T\ *, x � D \ J Q Q\ �4 V.C. b0 y\ 320' v m MOD VC 47. /2 V. C. It � p �, ° h Z TOP OF N LY. CU,Pf3 6.P40E v b v g y� l85 4.41% \ . 1.03 /. 03% Q e,� o Q �o j d� v \ R 3 O/4 L1 /4 O/ O/4 `� L .0 v v f/N /SHED 109, CE (a 0 �'; �!'� w a o W //. 78' c\, �0 11L4 Z 40Y.C. �! Q,, /V Y. CUR13 RETURN v m v x (Q� � o � o � � � \ - � � � ( ti yn ti r 40 11C ` V Q C 1 tcy CO }'2.0 %�$ LINDA SUE LN. 6 OUNSMORE CZ G �` X /STING G/rfJUic/D @ \ v �° \ p + ^^ a` _ - - � o Q� °► / SCALE 11022 /<10 =YERT / -2' p ° o v `Z ap + h b - - - - X- GU7TE2 6 O � %i Lwi 0 0 _ 150) 2• N 8 E A.0 P 8„ >` X- GUTTE2 '� Lj 183 77 2.00,6 a B a d p h 8'Q.C.� P @ 9.5 , _ 1?EMOYE C,4 4SSEWLY /V L Y. CURB RETURN f %� F E MAKE CO,t/A/ECT- LINDA SUE LANE E W�4NDERING RD. /� �, / op 32G. Lc 8 °VCP C' 0. 56 � x �9 W `� j 7P//82.66) E�1' /ST. Z" B.O. SCALE HO/TZ� / = ?O !/E�PT ✓/ 8 C. P. INVERT GRADE 1 s �; o MEET EX/ T. CUR13 (r yC /9 �, / 07 % �. ' 9 � TO REMA /N. B GUTTER 313.E OF N % a 2 /9d 4. a {� �, ro o 7Z7 , 0 Or .S'L CURB GRADE 40 VC. N 0 50 v o rj 76' 185 f. 3 ° o �, 0 0 a y Q 4i �Q -- o� �o ti �+ ^`Oro 0 ° Q �o 47./2 d85'4 2.67 � ,ti a ?.biz n /B5 O r b S'L Y C'L1)08 RETURN ZIA1,0,4 SUE LANE Y•' WAAI/>ER/A/G RD. a Q xv 40' VC. rSC4LE f,(�PZ•1' O' YERT 4o'Y.C. P,90F /!L{• ZIAIDA, SL/E L,4NE = SCALE HWZ? 1'_- 40' V46?7.• P'xd' �� °I• $ \ o Q /D /I /Z /3 /4 / 5 /6 /7 /8 NOTE REMOVE EX /ST /N6 A.C. Dhfif ALONG SUB/0 /I/ /5 /ON f/OUN/�ARY 4' O CU,Pf./ DATA CURB 04TA SEAR WEEN STA #35 AND 2t31. WANDERING ROAD. v G14 a/4 CURB RETURN Z =6 °43'59" d =4 °46'13" CUR13RF7!/RN O FOR EX /ST /N6 /MP,POVEMENTS /NWANDE,P /N6 ?OAD SEE Q = 90 ° 00 00 // R= 162 R- 218' d ° 90 °00 '00" � � T.M. 3281-1 AND LOT /6/ A1019EA041W DATED 5- 7- 74 / 47. /2' R= 30 ' L= 2/.39 L = /8. /5 ' R= 30' O L • 4712 I Z 471Z' ^ Di �S'L Y. CURB RETURN D -// I 1 �I gREN T 5 i' l/ND,4 JUELN. b"DUN•MORE CT 1 I RWM L CT. I I SEE SN of sca�E f /oRZ /.' 20' BER / ='2' SEE SHEET NO. 3 I L I SEES ET N0.5 I SEWER DATtI I �I I I I I h �`z��, �I 10� I� QI 1C. e =6 43'59" I I I I 1 I° 3� ` 01 I II hw I MEET EXIST. /NG AC.A.0 TO 0vHEEL 1?4mp I III I� I I� P ?OO' �'i I lci h 2(� I col 2 -II �IQI I I a ' 1 i o [= 23.50 ' �I o 1 I 26 I ' 207 248 ' I c Itii, I J E W' TYPE 8 CURB INLET j o o /90 /9/ /92 /93 I i ?� 7�l1.76201 202 j 203 �I I� 10 I� ��I �I`" N5 °?4'36'E 27.58' 26 " 26 1 W 10 1-4- a gj h o hl c`3/PCR. c I G tiI I a C I - Im I I > .Q III I° 1212/ oo n, °+ 7`j j`n + I T I q7 �� CB GUT EQ d = I 24 "iPC W SEE SHEET 6 PC. R * N �3n I 10 +57 / I `° I �� ® A"' W D �, I 1 y.e _ �/ I- I \ A10/> /FY EX /S7 ?1' TYPE 8-1 CU INLET TO \- ?? /.OIO' \\ ...= T -- /5709' -- ... '. �' - P _ _ FO�PM T3'A� -4-d CLE,4NDUT S'WG - 3 j� SP )EI41L SHE E ET 6 /ST. /8';P. C. P. F M.F/ NO. / T -uT I / I B �{!C,P. NB8d18'39 "/ {Y 3/3.A0' .� - - -- I ... NB.B'W8'3. " 3. !?' E,1 B'� . . / 1 1 t SUE L ANE I 2, s " V -L 'S4.CP. w _ /. - - ' _ �i Mrt09 T / _ 6,- T I EX C,P. 18,' 14 0 f ZIA/0,4 SUE � 4WE ("BA's �.. _. 13 7. ,/ 1 sP \ Ot� .. L/N/09 SZ/i Z4 (A HDJ -- - - I F �2 I / A. 3. O � WWS R1�RD. 18 I 466.09 g o 1 I I 10 CLJA/D4 SUE LANE I I I I 5 s.P W 9 W `O a s.P h h z I MEET EX /ST I, /\ 11/73 c 9 " 1�UNSMORE CT + yr t III �`-'! / ! 2 * ' + O o * + I I I I I, S EX /STING 39 e C. PEMOI/E g _J o //f 25 n v �I I I Ci CB¢GUTTE� 1 h I Iw I 1 MAKE /6 lrO L� tl' in I� �1 =z' I j �I I I I CONNE CAR A556MBL Y ANO CTION. EX15T. 2 "8.0. TO REMA IN 7 28 8 I /75 174 173 172 /7/ 170 16 s? /(o B . I 1 <r o O I I I a � r: A164 ° /T22E Q � • I x 1 y I I I I I - T. 24 ".P. C. P /7� N/HEEL RAMP v V W,4TER! /NE1)4TA /7.28 EX /S ° 4,�, �I I� P �► I I SffMHUA10.3 1� `+� v D =6 °43'59" AAL8 1722E `I I � I I I I I I I I GRADING PERMIT NO L -7,507 a J 728' n, Q 1 h Q DUNSMORE I� NIGN SOL /D FENC Z W I Tat *AMOIUR Enctnlelwnc Col PANY, Inc. 6'HivN �1! /D FENCE OR ° � Q L - 24.68' 20 20' QZ 1 J 4LL 40-140 VT TO OR WAL ADJACENT Q � MTN V157.4 DR COURT MT /ST D.P. � SEWfRl�4TQ � I 30' WX a�Wj?i4M m �;nw , r 1 0 CURB RETURN o CUR8 0,4TA L 3 .87' ° MO UN 7` /N 11/ S rA D= 6 °G3' S9 OR 1 !/E Z CURFj RETURN Zl1! NWL3. a ct / d = 90 00 CO 17= 30' M �� R =2 /B' �o 4 URA 04""4 G°90 °00'00" L= 2562, R= 30' PRIVATE CONTRACT j L = 4712' R =182' [= 4712' PLAN L//VD,4 SVE L4M L°3: ?8' S w T COUNTY OF SAN DIEGO SCALE.' / "= 40' W,4T6PL /NF1_W74 `f ENGINEER DEPARTMENT HEErs 0-// °25'/4" - R. 19o' PLAN E" PROFILE PR�CISIf�_ L- 3787 LIAID4 SIZE LAME ;� V YI111lG� P"./,( We87° UNIT MO.. 2 i '��`j•. , tl COUNTY APPROVED CHANGES BENCH MARK OC-0022 Re 7 nn?e! , :;� r v a A rov d iw No. Description Approved By Date : PP Ef/C /N /T4S SW COP /NTE�P ME/J�4 PO ',•CISIOlV ADD 4' # 144 F ENGE Vii,// 1,-rp�5 CRI55 Description //2 " /�' Pi I'�N 7 Location ° .37'{ 57,ae, . L� /Y/ ub rvi Enginee QE�T County Enyinee T 1 Q i j jG ®fIDO 9T/1fETL/6HT COUDU /T lo«.+.. L /R °/1/ /' OF CO,P 1-057 OF,PrDWOO/> FENCE Engineer of work Ci ecked by T.M. f't , th1ED fl3 /C T f/(G. . L /1 ^/» MlCR�Kt >MEQ Record From: CO. OF 6'11V O /EGO // Q Elev: 380.220 Datum: // G. S S. �fe� ApRQCate 3433-2 R.C.E.IO284 ZSEPr7iS FILE NO. I 'PEPFECT'MOriLc PLATE A RODNEY STOKES CO. VC cV � v rk c�ij cr�� e/4 e/4 e% O/¢ V 141 _ /95 *21V MOD, ✓c. c; ° g a //78' a2 V 4 - 47. /P' - V Q I v0 /9t7 . \3 � Qha o o c; e e/a e/ e/a �' h 8 o /89 Q. //.78 ti b a O� 38 Q5% Q'� N (1) N n N 4 °' o WLY TOP OF CO303 /W WZY , ��'` 0 �!o p% 140 rV 188 w 'LY. CURF,3 A FAIW/Y BRENNA CT. 4 !/NVA Sl/ELN. O \ MY TOP OF h r,, 1 �.60� V � J � � F/N /SHED J "U2FLICE � � SCALE: yOPZ /' -20' VERT / = "2' IQ t W cU,PS �p h ` YY. C11) ?8 RETURN ' ° / EXIST 6,e0UVD L /NE Q W Q RAPHAEL CT. b'' l/NOQ S(/E LN. c 4o V. C. Q J D 1�� �� 43.64' a� O O F /N /Sf/ED SUQFQCE u SCALE HOPI / =X1'VE�PT / =2 j a 1!C. d/ /4 �- /4_ J ° fY157 ae0UN0 Q ii �hQ V L/ /VE Q 41./2' h �, (3 u� �;Q � i �p/0.9 /' t �� W � -- V F'l h OO m ° Q�'` h M � DMZ o v /eie e%4 e / 4 e / �' \ o W 4� _ °0 `d /89 Qr,� h o�Q o oho o /90 l9 ^ aj� /tGSM.AR.ANTO N �► 4 o O CAP ASSEMBLY I N hi f p.00 200 AW.�/.R AND CAP 2.�� Y ASSEMi3LY /d7 2.73 7, �' X- BUTTER g % 188 E'LY. CURE RETURN 3.15 / _ o ELY MRB RETURN �/ 84�w — 0 I y0 F RENNA CT. 4'' LINDA SUE L N. ,X BUTTER �Ci 154) RAPHAEL CT. e L/ND,4 SUELN. ° c� / cLfi�UOUr SCALE ",vaPZ /' =20' wERT / =2' I 1 /P 90 a r i� 1o`a� SCALE HOPI / "?O' VE,PT / =2' Q_6/ -� T.P /83. �E \�. 20 8 °I!C.PGs2.G1� /. TPi �. • S Q 8 ;4. C. P I Ast cLE,QG�/T 8 A I� (p� I? q /9/ 1 i INVERT GRADE \�Qpti 8 ^VC P @ 1.50 ���' 0� ; •I. �' O IgI00' ti 2 o m \ /95 IN VERT GRADE �� �x `� p 2.58 Ril \(; h /646/' Ci, /9.05 a Q 3809' 14.02 °. O m ti u E'LY 70POFC,U,PB � ac V .� CUL - DE SAC f2.3 /° _ a o 31 f2-0 d19 o/8 'd18 a/a e/e eta e/8 4� EV TOP OFORB SCALE HORT P- VERT /'- =2' o x 185 ELY C7 a ° I 2 190 3809 p % CUL - />E SAC PROFILE. RAPHAEL COL/RT PkOF/LE_ f.3RE/V/V,4 COURT i6/TENN4 CT. SC'A!E HORZ / " =40'- VERT /'_ -4' 5C4LE HO,PZ• /'=40' 1/ERT SCALE f/ORZ'/ "= 40' VERT I' =2' CU,P3 PETL/R CURD RET!/RN e= 90 '00 , 00 a= q0 " SEE 511EET A/0.4 R = .30 ' R- 30' L//VD,4 SUE L4NE �v L= 47. 12 F L = 0712' /93 194 tiI SEE SHEET NO 4 � I J0 O V �I s CLE//GlGY/T I ct9 28 � 11 1 1 I I �t�P 203 �I C� U( R � vI��OQ LEp �O I /2f6500OCR � p ; II o /5t 9/5 �iQ� - - - - - -- Ni l - -- - - - -- /x u� I a�Z� i Nho ��V 9Q tiles I � s6 ,�. I MH A(0? 0 -6 Y i II _� J Ig 2C.P STUB � I \ 0t00 RAPHAEL CT I �a SDO' S MlN B ETIdEEN li� cT' ' ` -- /� /.O 33 � — CAC E 40. _ S /3t // f LINDA SUE LANE B "�/C'P 5 CO,V,VECT/Ok' 9 s� I -I I - - ' " { - - - II )W 78.0/' ,.� s s , I I � \ - 4168 �� I- h� j I ro I I •• d�2� /97 II v p \ 2 I oh I °46 + ' \ �Zf00 MA.,P CAP p� ASSEMf.3LY l� Q �I a I P I V ce 0 �, h I of o ,o 0.4 T4 „ Ip I I� III Ie 000 OI O I I �I �I R 06 R =38' l/N 1 3 io 2 F � L- 1646/' L/N0,4 SUE LANE I° � /99 A� I CB. OATH SEE ' D�QE �I ?07 GRADING PERMIT N0. L-7507 SEE SHEET NO. 4 A- 248 ° //'46 6 R= 38 Q � Txt BANDWR ENG114tslllelc COMP ANY, INC. CL/R,f3 RER/RIV L /64.6/ sm IT. IM Duo CAUPOOMA •1116 =90 °00'010" CURS RETURN `x Q In•IPRO/vIM R= 30' ll= 6B °//46" owMr or D AM L il co rrleYn Most ,P= ,92' CU;PB RETURN CURBRETU�PN Zr 47/2' L °38.09 d`B3 ° ZOS9" d =68 °//'46" W. N{1!B. P =30' AO 32' PRIVATE CO NTRAC [ != 4364' L =3809' SHEET COUNTY OF SAN DIEGO (p PL,4N.' RAPHAEL COURT PZ4AI f.3REIV/VA COURT 5 ENC,INEER DEPARTMENT --J SH EELS PRFCISIQfV YOZAM 4'' PROFILE JUN28 i977_ _ RAPHAEL Cr 6' - BRENNA1 CT. YIZL GF PARK WEST 11WIT NO. 2 M ICRQFI 1.�1W, _ COUNTY APPROVED CHANGES BENCH MARK OC- 0022 No. Description Approved By Date EA/CIAIIT45 � SW Of /NTEP MELBA /TOAD Re _meru{ed for o Approv r Description C /./ / /// /' C r P p /�s P wa�Clsl�N ;r il(C l LJi e C�E T /J ! 2 / u division Engineer gep(JT Couniq 6 gmeer A`J BU /(T pjG... '140177 Location: � T T 1 V 19;75 MAR 1 Y i' E. OF Q0R P05T OF ! ll 1 E/J/Y00/O Engineer of wmrk Checked by T.M. Record From CO. OF SA1/ D /EGO GU a� R " G 2 tb�ILROFILMED MICROFILM; ^ Eler 380.220 Datum. 05.C. �' 6 S. A pproval date 3433 R.C. 10284 255EP775 FILE N0. i f i _ f •PEPFECT•PaoraE PLATE A RODNEY STOKES CO. i �v� ?O to Q h 3 w J cv � O � � h0N �n Q44 � W 4C� o�j � e1ihd b v �vR `�� v /95 °�� � 195 cw EXIST GROUND L INE GUTTE2 / 3.16 + G f /N /S/ - /fD SU2FACE _ — UTT 2 1`5`2.34 180 l 190 _ 190 �� - EXIST GPOUND LINE EX /ST /8"R.C.P. C' /. ° ? . ' -14" .C.P. /350•D .0 ° EX /ST 24 RCP 07/. 7G7 R ( ) C� l 1/ 175 p /85 165 b.r n 170 EXIST. 66 "C. l.P. h �9 CONCRETE Ll/G �� STD. lJWG. lJ - l2 A ?1' PROFILE - STORM DRA IN WANDERING RD. PROFILE - CURB INL ET MTN. VISTA DR.. XC.4LE: f/O,Q: / TOP EXIST lNL ET 192.36) - fJ REQ K OFf TOP OF EX /ST INLE T s CONSTRUCT SC4L E HO,Q l" ?U VCR: l 4' ( -1 - TOP FOR TYPE q-4' CO PER STD DA/G - �Wuvla0N EX/ST//IK' 18"'P. C.P. TOP CL E4 NOUT /9/. 93 -- T T e 7YPE'J' INLET > EXIST. N/NG TO 8E REMOVED 1 CONCRETE MANHOLE R/NG - 107 176 I V REMOVE INLET til/NG a' I CONSTRUCT 6" WALL TO �1 I is °v'n FORM TYPE 4-4 CZFdNOUT III I EXIST RE /NF CAUT /ON l0' DR41N.46E f,4SEMINT PER MAP 7855 %4j T PER STD. ZING. D -l/ STEEL r0 EXTEND UNDERGROUND ELECTRICAL TO BE ABANDONED I L- - INTO NEIV c'ONC. CONDUIT CONTACT 506. E Q EXIST REINF STEEL h �. _ _ I I A N /N. OF 15 F-1 ` IJ I �, v I I I I I I BAR 014METEQ OR LOCAT /ON . T 7 m EXIST. TYPE ✓'INLET i I y �V I EXIST /NL ET TO REMQ IN F 70 B E k 2eOS'ED I J o ti E o l a d" �/ l h o°c�l• S'IDENQLK EXIST 24 "�PCpl� /�� I _ I� �1 J 2 - h ( i - .8REQK OUT SIDE OF 15 15 - �ill� Q ZmZ`_ 3 I I Jl I f" INLET f' /NST4LL fxlsr si - - - E - _ � J t �1 EX /ST. CURF3 ltd /Z -/B �PC. -- - � fX /ST `G6 C. /.P.P J -), ♦ 2 Z QA y �P -- -- - -� L - - - - � Q <s Q Q a , R _ .... a GUTrER _ - - O E�� ��" R j Q � R P 30 ` o��� ��F ® CCRONETE C `� M ti Q �� E l 0 .CP. `� O E T. ti �J 6 EMOVE AND ,PE PG4 EAC TU w B `' _ _ _ _ SECTION A-A SEC RON B "B 4I 4p MEET EX /ST. AC. ,, \ 8 X GUTTFe r REMOVE P' REPL/JCE NO JC4LE REMO!/E AA/ZI REPLACE r°C.C. EX /ST. ?4 " RC . P — N/O 26 "E 17.61 ' OF 14 "R.G P. NO SCQ L E S /I�ELYALK FROM 40,`03 7040027 ~1 -- i - -- - -- - - - EX /SZ SIDEWAUI NOTE•' rPLICE LENGTH TO EXIST MOUNTA /N Y /S DRIV EXIST lG "A.C.P. � REMOVE ,4N0 iPEPG4CE C71 � - _ __ _A A CU29 GUTTE2 qS - -� GUTTER FROM 39098 .4At'D 40132 ` �- - REQUIRED RE /NFO�PC /NG STEEL = /5 MIN, MOUNTAIN VISTA D�?I YE - L - - - - - -- — - — — — — — � /ST CURB E 607TEQ ` e bAnouR Enctnsraunc COMPANY INC. Mourvra�N visT,a oRivL= I 4 40 f ZO E` /4' TYPE C l CURB I NZ ET " I ( $ 1 WITH G -S GRATE EXIST. l8 RC. P. l eior►' T inw W A ND ER/ NG ROAD J.f1. J. B. T W. R « GRADING PERMIT N0. L - 750 7 PRIVATE CONTRACT ,. SriEET I COUNTY OF SAN DIEGO I I (p 6 J ENGINEER DEPARTMENT S H E U E T S PL4N- CURB INLET MTN. VISTA Of PLAN- STORM DR,4IN W,4NDEQIN6 R D. PLANS a PROFILES sc4LE I STORM DRAIN Record From: C J 'VILLAGE PARK WEST UNIT NO.2 COUNTY APPROVED CHANGES JUN 2 8 1977 No. D escripion _ Approved By Date BENCH MARK OC•00 ?2 MICR EN SN. C04' INTER. MELD,4 R2 R Description: CIAIIUS: 7rn? a Cfd4NGE CURB INLET DES16N - MTN. U /STA !�/? /VE Location: 7� W D C EST D - sion Engineer y{. County Enymeer PRECISION A3 BU /LT (��....e G /�o /ri 1"444 RD f E Of CO2 DST /ZEI�VD FET E En peer of work che,ked e MAR 1 1 ? RO T.M 19 1 (XJNTY Of 64N DIM 34332 OCT 10 1975 Elev: 380. ?2O Datum: U. S. or. 4 S. 4 ' /0? App roval SEVT 75 tv'ICROFI:MED MICRC)FILMED R. FILE N0. HI