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1799 GENERAL NOTES: ° 5 E WER 5Y57 WORK TO BE DONE: 1. A PERMIT S' P49^ VYED FROM THE COUNTY DEPARTMENT Of I. ALL W0 SHALL BE W AGGORD WITH THE LEUGADIA COUNTY WATER VISTA DEL RIO E C CONSIST THE FOLLOWING WORK TO BE w TRANSPORTAr14NvFtfiXFAVVY WORWORKWITHIN THE STREET RIGHT -OF -WAY. DI9TRILT (L.G,WD.) STANDARD S 17F61 PEGIP DONE ACORDI ILATIOIJ. DONE ACCORDING TO THESE E PLANS; THE CURRENT SAN DIEGO 2. Tl*ff S7 MCFIVN SHALL BE IN ACCORDANCE WITH SAN DIEGO 9 THE CONTRACTOR OHALL 6EGLAM A PERMIT FOR CONOTRUGTIOM PRIOR COUNTY I PR ER DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION OK✓ C Y`&7 AAA6AiSAPPROVED BY THE MATERIALS LABORATORY. TO ANY CONSTRUCTION. 3. APP* A,L Of 79*9W IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE UN IT NO. I STREETS AND STANDARD REFERENCE DRAWINGS. W APPRi WAL OF Av!fNY CONSTRUCT /ON OUTSIDE THE PROJECT BOUNDARY. 3, THE CONTRACTOR MUST SECURE APPROVAL FROM THE L. C.W. D INSPECTOR 4. ALL UNOffRGROVfflO UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE PRIOR TO BACHFILLIN6 OVER ANY SEWER 'Ys. CONSTRUCTED; CONNffCTED'AND TESTED PR /OR TO CONSTRUCTION OF.8ERM, 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE I#WPROVEME MTS 5xO DWG. NO. SYMBOL. CURB', CROSS GUTTER AND PAVING. SPECIFICATIONS. 5. THE EX /STANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 5 NO REV /S IONS SHALL BE MADE TO THESE PLANS WITHOUT THE PCC. /o"CU,PB__ G -/ SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE APPROVAL OF THE L.C.W D. ENGINEER. - - - - - RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EX /STING C. APPROVAL OF THIS PLAN BY L.C.WD. DOES NOT CONSTITUTE A REPRESENTATION - - PCC 6 " MOA/OLOTH /C CURB $ GUTTER - - 6 - 2 FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR AS TO THE ACCURACY OF THE LOCATION OF OR THE EXIS OR NON- IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTENCE of ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE - EX /STING FACfL/TY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF LIMITS OF TMs PROJECT. RECORD OR NOT SHOWN ON THESE PLANS. 7 ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OF ALL \ \ PCC. S /DEWALK OTHER UTILITIES AS SPECIFIED IN L.C.W.D. j 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE SEWER SPEC /F /CAT IONS. \ � L / , _ , 1 • : ; � DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO 8. CONTRACTOR SHALL NOTIFY L.CW.D. 4B- .HOURS IN ADVANCE OF BEGINNING WORN 0 PC.G X GUTTE _ - _ - - _ - - _ G /2 - - _ - CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY SO THAT INSPECTION CAN BE PROVIDED \ N o 57RKET /I/AME 51GAI _ _ _ _ _ EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 9. ALL MAINS AND LATERALS SHALL SE CONSTRUCTED WITH A 48" MIN /MUM COVER. O ' D /.3 + SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS ALL LATERALS $HALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. \� 5TIP 06A17, , 7 °o warn N16HV O?.JAMENTAL W/C r -OA L U / ffMAl'� E IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EX /STING /0. ALL LOTS 5HALL BE SERVED 8Y 4 =INCH V.CP. LATERALS SET AT A MIN /MUM GRADE I P FACILITIES. OF 2.0`% WITH A MIN /MUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF 5.5 for SO STREET SURVEY MONUMENT M /O 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY MIN /MUM FEET BELOW TOP OF CURB AT PROPERTY LINE, UNLESS OTERW /SE APPROVED BY L. C. W D, P.V C. SEWER MA /N .5-4 P - \ c• _ _ _ _ _ PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL o COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. IL STANOARD SPECIFICATIONS OF L.CW.D. FOR SEWER CONSTRUCTION ARE AVA /L ABLE M1 \ > O, \ C0/VCRETE STANDARD SEWER iV4A1XLE 5 - / NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE AT THE DISTRICT OFFICE. rL \�• �X - - - - "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL 12. ALL CONCRETE TEST /NB C.LPP OR RCP STORM ORA /A/- REQU /RED BY THE DISTRICT WILL BE AT THE q \ R L 9, oL \� -+ - _ _ D -60 CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN EXPENSE OF THE CONTRACTOR. 9 EGO GAS ELECTRIC COMPANY. T ELEPHONE: : 235-6323 13 JON M/XINB OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERM /SS /ON OF 2 � �� S� \ TYPE "B " CURB INLET_ D- Z - T THE DISTR /CT. 4 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 14. ALL PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK BEDDING, SHOWN ON L.CW.D. SIDEWALK RAMP TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS STANDARD DRAWING 3 -I2. \ O Ir WORK W/THCOMPANYREPRESENTATIVES. \ \� �O O A.C. OVERLAY - l5 INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. TYPE F" INLET - ID 7 - -_ NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE \ 31 9 � F "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SO /LS REPORTS SHALL BE SUBMITTED 30 28 27 t6 �� $ \ es< � P CUT TEL- fPMONE: ?98 -0595. -OFF WALL - 6-22 - -- APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. TO THE EN6 /NEER OF WORK ANO THE DISTR /CT ENGINEER BY A QUAL /F" /ED a >� D" ' SOILS EN61NEER WH/CP CERTIFIES THAT TRENCH BACKF /LL WAS COMPACTED AS 4 $ _ _ �° i 1 i DIRECTED BY Q , -- -- -_ \ F� - -- ''HE :0 /LS ENG /NEER /N ACCORDANCE WITH ON -SITE EARTI'WORK BARRICADE M -9 , ,' � -- 9. IT SHALL EE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE SPEC /F /CATIONS A�v'0 DISTRICT SPECIFICATIONS. /;; '� A U/o JoA ui 4. G � o �� UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND l7 SEWER LATE XIL rAALE IS ON SHEET NO. 6. t� %/ 33 34 36 3a 37 38 39 � \ b � TYPE B HEADWALL --- � D -3? - - _ SEA THE C017 Of RELOCATIONS, IF NEEDED. L, IB. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECT /OW 6205 BY SUBMIT - 1 IE/G A y 42 i E U5 uAf CUR OUTLET D-25 - - �` r -� 10. ALL TELEC✓/SION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND DETAILED PLAN SNOW/N& THE DE1 /611 OF SHORING, BRAC/Nlf, SLOP /116 0,4 OTHER PRc; 'S/ONS I ' � 1 4 3 Z �I L� � INSTALLATIONS FOR LOCATION OF CABLES AND APPUTENANCES CONTACT TO BE MADE FOR WORK PROTECT /U,'v FROM THE HAZARD OF CAVING CROUND DURING 4$ 47 45 k NOA?T// COUNTY CABLE TELEPHONE: 755 - °3�/ THE EACAVAT /ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE IIVSTAL-LA7 /ON o'A X ) f STORM DRAIN CLEANOUT D -9- - - -_ THEREIN- THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE CONCRETE LUG 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON FEET IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EJICAVAT /ON. IF THE PLAN qoO vcv - THE "AS-BUILT IMPROVEMENT DRAW /NGS. ALL SOURCES SHALL BE LOCATED SAFETY THE SHALL BE PREPARED BY EST BY THE REGISTERS CIVIL OR GTRUCTURAL AVEN /D LA SOT 4 Iz000l� I `� ` k;, NG HE"�90!/Yi4LL D `�'4 T O THE COUNTY OF DIEGO. - � W ITHIN THE DEDICATED DICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED ENGINEER AT THE CONTRACTOR'S EXPENSE. T - - \ B/QQIjJ/ 0 /TC/�/ L7 7j�' � -•� /2. NO PAVING SR4LL BE DONE OA17 - IL EX /STING POWER PoLE5 ARE eE LOCATED OUTS /OE 7AE 4,PE45 70 BE PAVED. W ATER MANN /MPAME ENTTS PER OIL /VENHA /N MO2 / C.M.P. STORM Z>RA /N SHALL BE CERTIF BY THE DEV- .ST ANLURD DRAW IMPS ANQ� q STANDARD AFMAICAT 10ft - ELOPE.AP OR TME: SOILS EN6 1NEER 70 H.9 ✓E A :S'O YE/`L):2 KEY MAP SERI/ /CE L /FE FOR THE PART /CULAR SOIL ANO LOC- � LEGEND .gT/O/V SHOVV /V ON THE PLANS, THIS CERT /F /C/-IT /ON RM SUBDIVISION ,dD/N 0 "AC,P SHA[_L BE MADE PR /OR TO THE /NSTi9LLf1T /O/Y OF SEWER AMIN ASBESTOS CEMENT WATER MA�Vs, CLASS I60 -- - - - THE STORM OF7A /N WATER NOTES WATER MA /N - - - - - 6T u6H 3 _.- - St BUTTERFLY VALVE ASSEA'1BLy I. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE OL/VEN- I /G' �' D?AIN P/F6 �EA6EMEAI7 _ _= _= F HA /N MUNICIPAL WATER OISTRICT CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPEC IFICATIONS \ FIRE HYDRANT w -- FN FIRE HYDRANT ASSEMBLY _ _ �--- - - - • ON THE " SITE AT ALL TIMES. 6T?EETNAw SIGN ­P­ INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT THE TIME AND E 45 RKOCK NOS (IODO) RQ 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE (.5 5 e BLOW - OFF ASSEMBLY PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET 3`z TH /C - - _ - - - - ----- \ K T PG C, YPE A SHEET NO. A. c. BERM M•A.R. 3 INSTALL A MINIMUM I -INCH WATER SERVICE TO EACH LOT, METER TO BE LOCATED 5 FEET FROAIC',fsw NOTE �\ SIDEWALK ALL I T/A/G DEV ICES, OR COMB /NAT IONS THeffOF ONACOA4MON MANUAL A/R RELEASE ASSEM Ly- - - - -�- - -- LOT LINE. A 3 /" HIGH LETTER -W SHALL BE CHISELED IN TOP OF EX /STING CURB OR IMPRINTED IN THECONSTRCJCT /ON OF ONE F/XTUA?E THATARE MBE PLACED 11V 7'#.E PUf3L /C P /6117 NEW CURB AT ALL WATER SERVICE CROSSINGS. Pc.c. Sri1NGY9R0 D.4ivErY ^Y PER - ° - - - - 0 •� 2 °� WAYAEE sve ✓ECT rO THE Fo[LOkI c0/✓airioNS : A.C.xA. C. x FLANGE TEE W /FL K1LVE- - 4. /Y1.INUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE WATER MANN PROFILE. LOT, C7 / /9TA V4C °TO BE LiETA' -R- \ - Y Q /• �i _2 11) CuT OFF L I/MiNA /PES Sr�ALL BE /NSTALLEI0 W// N/ /LL ALL A C TEE M /N /N THE F/ELO BY THE - . C. _ - - -- 5 UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE WET. NG /NEER OFH'ORK. P.C'C SU RF- � ' _ - - P.QOV / OE T,eUE 90 pE4A.'EE CU TOr�F FIND PREVE/VTPA?OJECTION - DURATION OF ANY SHUT DOWNS OF EX /STING MA /NS SHALL BE MADE SUBJECT TO APPROVAL BY THE ,q C /NG OF DR /!/E/N/iY 727 EXTEND -- _ � " � OF L/G A6ovE THE H'OQ/ZONTAL FROM THE Low ALL A. C CROSS - D /STR /CT. FROM CURB TO PROPERTYL/NE, 1yj,�,NG TR.R /L - PO /NT OF rHE LAMP OfL16117EM /T/7/✓4 REFRACTOR? -- 6 A.C. BY A.C. ON LINE VALVES WHERE REOUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PRO- USE STANDARD ORAYY/NC35 G -/4 EA, /ST SLOGS EX /57-. q.C. PAV /A/G� A.C, PAVEMENT OR DEVICE. LONGATION OF THE STREET R /CRT OF WAY WHENEVER POSPOSSIBLE (2,) ALL f /X7U2ES SHALL USE A CLEAR, 1114, PPESSU,PE REDUCER- -- 7. ON APPROVED BASE SOO /UM VAPOR' L /4H7 SOURCE. 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THL CILIFORNIA DIVISION OF INDUSTRIAL TYPE G-2 CURB GUTTER �E gT)PUCTUA!AL SEC. (3) A/0 ME,FCUer VAPOR QUARTZ METAL HAL / DE OR CAP ASSEMBLY - SAFETY FOR ALL TRENCH WORN WHERE FACILITIES ARE TO BE CONS rRUCTED FOR OR TO BE TURNED OVER pp To Td/E LB/°T PHOSPHOR COATTED H16k PPESSUkE Sop /UM LAMPS - - TO THE FOR ALL TRENCH PAL WATER DISTR /CT, COPY OF PERMIT SHALL TO THE DISTRICT PR /OR TO r4 NCA1/O 5 AIVTA FE Rt7AD SHALL BE //VSTALL.ED. WATER SERV /CE START OF WORK 11 A S - 6 U I LT " �"A e.4& 5'TA• 571"00 - � S. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -/ TO READ AS FOLLOWS. " ... A Aj.37�O0 TO 5T'A. .5q.o-00 (NO B /A'EF3'i7 ®ORS 10 EVVALK ) RESIDUAL C ONCE N TRATION PPM IN ALL FARTS F THE LINE AFTER 24THOU WHIC VE WI LAPSEDOVIDE A MINIMUM I' ;) - rYFICAL SECTION rmo 5cALE) 3 D STREET STRUCTURAL SECTIONS TAT L. WA R.C.E. 2643 ' 1[TE MEMee , �i OWM ER- DEVELOPER I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS 7 SHOWN OM THESE PLANS WITHIN EXISTING COUNTY RIGHT-OF Rancho Santa Fe Road Avenida Esteban ,� HARRY L. 5UMMEAW /AIC. WAY WIT /N 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION 36 PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY 4 A.C. /14}" D.G. /6" S.G. 2 A.C. /4" D.G. /6" S.G. 4430 0455 ST. NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE 7 /g' 20 _54A1 DIEGO, CA., 92/09 AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH Avenida Joaquin Avenida La Posta •THISPRO.AECTOR UNDER MYCONTROL. 52', 56 O 60 5' 4t ,6'. VAR' /ES /2'TO /6 OWN R: HARRY L. 5L/MMEA /NC. 2}" A.C. /4" D.G. /6" S.G. 0 +00 to 7 +40 2" A.C. /4" D.G /6" S.G. /0' /G; /8; Of ' /6' /e "at 20' /o" \9p " EMG/MEER $ 7 +40 to 9 +18 2}" A.C. /4" D.G. /6" S.G. 5.0' 5.0' S.0^ 6 XA 67 AC 5.0' I DIKE A TO BE REMOVED ADD O C 5 S . _5,41N DIEGO CA. � e ?- 2 i �- z _ -- _ _ _ _ _ _ j ENVIRONMENTAL PLANNING* ARCHITECTURE•ENGINEERING HGh 8 n5SOGInT�S B 255 - 04 0, 04/, 044 ' , ✓ -� A f OR "v PARCEL W . �_ a 210 LEVEL 2% A.c. R4ilEMENT 4677 Viewnd a hrenue, San -- - 3 % " THICK ON APRR01� BASE 8 Diego. CA 92123 -1667 • (619) 1765750 1 I )?C z DEW L 7V 01/EA'L,4Y EXISTING Sr/,5 T. A.C. yr Z A K A5 NECESSAA.'Y PAVEMENT PAV /NG SEE gTRUCTUP4L TYPE 6 2 CURB R/o/nrc✓ / SEE STRUCTU A.C SEC. v1 SC. TO 7WE LEFT. H /A' /MS Ts7A /L 3/Z rN, /� PC.0 TO Tis/E LEFT. V . OL / ✓E A/ NA /N ao. f;p� f G GUTTER? 5 10EWAL RIWATE CONTRACT Z 1400.. S/ T YPE G - 2 CUA'L3 GO'TTER C r E PERMITS SHEET COUNTY OF SAN DIEGO TYP /CAL STREET SECTIO MATER 8 SEWER "AS BUILT RWICNO SANTA FE ROAD � DEPARTMENT OFTRANSPORTATN)N SHE C4) � F ViLL /AGE - REZONE PERMIT NO. N�4 N �, No SCALE /MP p , TYPI S TiPEE T s E C T ioN PLA A /5 FOrP A!I�VEMENT of SPECIAL USE PERMIT NO h�q�y2o✓ )W A/O SCALE ,A1 -., Y /C/N /7-Y MAP TAT L. WAI R.C.E. 26433 DATE STA.3q {2070.. STA. 62f80 GRADING PERMIT NO. L 9280 CI�L /N�TY OF SAN D /IE�O NO SCALE FLOOD CONTROL DISTRICT SEWER AGENCY WAGENCY 4TER AGENCY COUNTY APPROVE GE D CHANGES BENCH MARK rRACT No. 38.37 -! SAN DIEGO COUNTY FLOOD CONTROL DISTRICT LEUCAD /A COUA/T✓ WATER D /STA?A_^T OLIV E NNA N %Knptm ANrovxi/ by Date DESCRIPTION: / /2P /N Al C0AV1PETE C. J. HOUSON DIRECTOR WATER WORKS APPROVAL � «E A+�'EOB /KE.�arN ,�, . p 'M+� "�-•�" Approved by 1 BOYLE ENGINEERING T � °F R `/ `46,W -- N CEP A SSOC�ATE� e - ® AS- 8U I l.7- a LOCATION: 0.85 M /LES FRUV /NTEA'5ECT /OAI EL CAM /NO ,6L . NOTTE EY ISION ENGINES" _ DUIECTOII OF TNANSP OPITAT10N Civil Engineering- Planning h mm for the District Ci APPROVED BY: /Y�,'��2G Erg '�� APPROVED ♦Y _� /�� �� E RANCHO SANTA FE RD. - / /'t1! OF FEA/CE CORNER ma CMckgby; W �' SAN DIEGO - (714) 292 -1353 OCEANSIDE - (714) 433 -3742 ' RECORD F 566E NIAQFIATRON BLVD. 2391 OCEANSIDE BLVD. ROM: S. U. CO. OC 0075 . .eS = A �J /p 401 � _C- ael - /"_ 04 389 7•l SUITE D. SANDIEGO, CA92111 OCEANSIDE, CA 92054 TE: ��,����� DATE; �S�o. -�6�'. 9 / 980 _���7�iA_ ELEVATION: / 27/ DATUM: U.S.GS. R.C. E.15325 - -� W FILE N0. � API I `j8? MAR 2 3 19N :�t r !It3F4l itA r- /SS 92 aPERFECrIe11111o.I PLATE A RODNEY STOKES CO. f T 4 J m 200 o O co ut V Mm W q J V 4i of o N /70 `^ ° 190 i } M v o, o o p v N m� � N v, 4 EX /S T. EDGE CID boa m N OF P/iM T. 160 IDENTICAL POINTS m o ti _ p p N N v 3s �� EX /ST , Ep6.E TAN GRADE = - 2.81% T OR OF W,Ly C UPS v M M -e _ V ^ � � m �R o /70 o . W m C > �� ��— I " M `�► ° RANCHO / 9 0 ` (. _ w ` ?, �W SANTA `. v /, N c M FE r m \ >� — TAN GRADE= L 7% e p ROAD r m o > 9 p H N w L 7 fr �RB T /� p m N N o p 0 REMOVE X1 .S o o t o a a J LY C (/f�8 v N `a c° a cp n o n �� �'� EXIST 36 C.S.. '> � ��� 1 u r N a o A a C o F. \ \ ` (�> �' 'c PROPOSED 36:" R. � � �'r TOP OF W'LY CURB i � m _ 180 EX /5 T. EDGE IDENTICAL POINTS N is 00 LA N m N � OF PV�MT N + M N o H TOP OF GV C Y ^ h <r �; N �* 'o o Q% o CUPS ", - 0.77 / 1�W el n m W Z cp /8'f?CP/iY /TH 3 cis TOP OF o^N � ^ O vi 3'R.GP. COVC/ZETE , ce O N PIPE S -l0 -150 a a p LUG v w Ao n /70 750'x /8 "RC. I�OA2 p EXIST 36" CS.P. 4J Q-Z I' + PROPOSED 36" R.CP N 5- b0 " -/50 MOR /80' V.C. (lZO' POR. OF 300'V.C.) /350 -D WELD ALL v - 2.70% 240'VC. P /VC 40 -PIO PIVC 3 50 9 + W � ,KIINT3 � � 189.80 192.62 , 200' VC. N /00'V.C. P 179- -93 p PROF /LF /8�� STORM PIVC 47x50 n + ^ ' O /70.64 a P/ �17Z64 0 PROFILE - RANCHO SANTA f E ROAD v �I; DRAIN SCALE HOR /Z l40' 5ca /e - BERT / " =8' ®�� VERT l =8" 48 47-o-00 46f-00 450-00 44+00 434 42-111 4/•00 40+00 39 +00 38 + 00 37 +00 X I �h 2D X 2o' VC4WACe ESMT. Pee, �Q Q A, hhh y r�) SEE o• 3 floc. No.: = 86-4i584,61 I`I�q Q�PJ���PQ�v� ��tih 'l �� �. N N RATE: I2 /5 /85 I `MEET rQ! w.1 )VE Exsr HE<roa✓4L �� °Q�y c, r 2 P `� ` N -- -- — - -- ° _ PIKE — rW R /P/lAP/BX30DISS IPA TOR I yQ /� Q ��1 e �' IV /5 /O F .. AC T1 Pfl '- y` - s` -� E ws1 - BIKE - -- - - - -- wW' Tov �rocK g ° a n h �8 D t _ _ s �.. �L92S0 ehW /��/ a �— - `158 E X 40 I R ✓E ex T /N6 DOUBLE Q Q 0 p �► — — I 1 E 'c. �CULVEAgr6 ON 7'CEN �� �� ����� pa oaoj' 03 „ -� _ o I - _ _ t Q M /V 5 4 p 380.50 \q1 G DIKE elN/ / /'VF'L W/YN' 04 1 I �� ����� L —� �• -- - EXIST 3 S:-� A- L �X /ST N I "RL P. ON 8' CEN P5 b / V � — 17 0h� CUTOFFWAU DER 0 - 7 2 / rj• $. ¢3 3 ��� RHD�Er , _ 6 G ND � T —} YP - _ - N . a /07 4,3 ” EX- c� O • I / �� �F - ° D C. �/ P.B. dl W F - — 56b \ ' P Q / _ �� R /000 �r L = 3/3 - - 1� — _ - - \ EX/S 8' VC -- -- i co , EX 4 +29.4 /PCR M _ 0 =/7 °5 "00" ie 1020 " L °3/996 \w rl k SZ) 1 t i Z Z �cf) > _ O154.02RCR 2 W /O c ,. \ LEFT SKEW NOTE :�IL , INyr. I10�ATION AND v yE EX /5T HEADWALL J \ �L �O O s� J 61 W b °c ? REPOfZT REQ'D. IN THIS AREA - /0" FLANGED TAPPING VALVE — JIIPJEGT TO RE VI EIU P `� ,w .t of a TT TT DI0TK16T ENOINeat;Z PKIOR `' Z Ip ° XIO "FLANGED TAPPING W Q 5LEEVE 'KOPM 120 , TO /AAKING TNI�CGNNEGTION. Nt J �, SEE SHEET 4 O? APPROFEO EOU.4L -- `� �' ?ANGhf� 54NTA GE 20AD Z b d CONC 7Ht? 5T o � � �� �"� � N 2 v1 o T� W � v� NOTE THE awsl,5 Dole STAT /ON /NG ON THESE L /NE A' BLOC /� 255.E � j �- 4C W h N� �? I Qp 6L/?VEY 454A, MONUMENTEO PE2 Mq /ZANCI - 10 SAN p W o TA kn n O N ,Q C R Q al N NO. 9/75 AND SHOWN ON OWG. 0579 FE ?OAT) v V W ir,, O Q J E. 6 TA. 33 15. 0-3 3t xI,jinN6 6 -l2' 126iA RIPE Q InoN� Q m!,m PRIVATE CONTRACT SHEET t l r _. p 5'AC OWE y� W W W- J COUNTY OF SAN DIEGO l X /5T '" DEFLECT WL. FROM � W F- W3 W � � 6 ti J Z DEPARTMENT OF TRA NSPORTATION w SHEET C 1"1 y Pr', ,LION - - - — 4= 9 0 _ - -s-70 -P 30 EDGE OF YAULT TO I ti pZ �S W T - -- _ - - - - -- �J 6 Io gL /GNMENT AS SHOWN c� N CU ?B G /NE PLANS FOR THE /MPRO</EMENT OF ° ' ° c ° EXTEND DENT PIPES ° •' ° a � I G4THODlC P ?OTEC ION /EST LEA05 F3a5T 6/oEwALK o ; a ; O iPANCflO S�tl N TA FE• /C'OA D RANCHO SANTA FE ROW) r 9' x $'GONG 3PCA5y E/JGE OF SIDEWALK COUNTY APPROVED CHANGES BENCHMARK l /N MiU OF SA N DIE GO rR4CT No..3897- F' f ` W P.25' LINE % No. Descriptio Approved by Date - -- - - - -- -- 8.97 ME - - -- ` DESCRIPTION 5 Sf/EE7 t -- - 4 Raeomm for approval' [Appro ed 1�' •/� _ ® A mcci 6TREEiT 5URV6)' II cwumFi ,OW yK Mlxllj�2 - -..._ _. . _— .. —_ OR .2.' M 55/L1AN i R/W "AS– �� LOCATION:_ - _ -_ SUBDIV ISION ENGINEER DI RECTOR OF TRANSPORTAT —TYPE fl CLEANOUTS GX7UBGE 33" 2CP TGV�M o%aA /N - _ © - - -- - -- - - - -- hKked b y /"� ! RECORD FROM. 1 a.5 P ; W ,. DErAk : 11i,4T�? T,4! - JW476 ?L /NE EXTENS /ON ELEVATION - — - E� � [ Ap proval d ar 3897 _ vl "v : DATUM: de cm NO SCALE R. c. E. 2293 z- /z- /9 __ -__ Lu d. Pfi1 FILE N0. MAP 2 5 196f M IINCRQm y /55 03 j I 'PERFECT•PaoFlu PLATE A RODNEY STOKES CO. i P.L /CC S3° I O' V RT/ ,�i RIi /2.64( -/5237 P. !! C. 6175 = /42.5 I` 7 h)K 4 � t0� ` P ///G - 5B *5 is W IN di 0. f In s 41 ` F /.25 % N Oil hm h� ON D °' �Iro h " _ /50 h 170 to 14 m 0m I 0 l h bN V>? Vin pN n� h� IDENTICAL POINTS k 41 8 • 0` n Q) � Z.70 U n /' CURB 4j Q` EXIST - I60 f� m i W 0- Qry W �ni u^im hm i6 E�EU AT ¢ �.7o % roP 0p h F� ^ m ® �_ Vt. / x /gf PP ✓I p �n :f �� V h v ro � ,A.2 v m h - Q� 00 0m � E 41 401 +IN b o TOP OF ♦ i 0 ►� m h :. IDENTICAL POINTS .� -� h CURB ro N N u1 N O m V17 N 7 h c; n o ro 160 W ILY CURB a� nm ha 40 Q0� c e >. o N (vi 4 ` h. N N 4i °p ti 00� +m VIP �� o pp In t N41 N7 �0' �7 o b h /OO'VC PIVC 49450 7G0P OFBERM , �q /50 41 161.16 I ly a CD 0 oh �"� ° ? CURB Ti \3�> /66 EX /5T EDOE i � ° m� :' L� OF P'IV/N'T. As I 2 O' VERT /C�1 L CLJRI/E (S �� I I - PROF /L E — RANCHO SANTf1 FE ROAD SC k4Oi4 /z :) VERT: 57 +00 56#- 00 55-1 54* 00 53 52* 00 514-00 50 +00 49+00 W m Q k 2 W °.��, I W a ma c' h W m? Y ' PER DOC. NO. E 0 -.36 T F V 2 /N EASG ME/VT N RECOROE D. !O /3D /g0 Q� 0'i //USrALL 2, M 1 - U lit .O -4/ cONC. CYTOFF ARD PCLST.S e =o °2s 'z/ WALL PEk - ¢�OVyR k S /PgTO/� k �Fj(15T, q e 5 Y A.c. BER EX /5T /1�W 3/ 2 / k L EX ST 8 CP D 72 — l0 I I - - 0 RE 0SANO BACKA � q' O" EXIST 12" CMF MEET EX /ST P/- 1!/EM If .�y30= c /000' L�?o ° - -- SMOOTH R/D ° A.c BEaiN " 70 2Z 0 56 -N 3i °28'02"W \� Sub v0/Z> - -- _ 2 /5.pp I l2C -A WL. ----__ N 36 ° 53 W � r ns£E X /.ST. Py/� I S I 23�r/ ��.� { �_ LAY F N53 0 '3TE� D • 5 OG 37 E 39.2 �� IZENkOVE EXIST - - - -- - _ _ Al OVER q j - t _ _5A4007 R /OE- 4 O' \ HE40WALLe SEAL CM.P I, N 973, 73 W ... _ W .• Y P = - - - - -- - - - - -� - - -- y _ T_ E_H LFSf[�/ EXIST. 1?/W W -- IQ -- -- 52x60.04 2.251-T P5, - IW R/4Y, L /NE TRACT /VO. 3847 -/ e PB. C TO //V Ex /_57 Q STRIPE Q tj M H_l8 0 \ I I N62' 38'49 "E 59.re 0 I I T ✓PE A C.O. PS tI f17 BOTH E/VOS h t , 0 - \ Z VI �4 i 2 �•� �I�E I 8" VCP I h I 4 "STORM DRAIN to .U53 °06 37'E- 8.68 I SEE SHEET 6 FOR PROF /LE U� hm O l0'SEWER 2 —k \ N L IN E 'E3' FOR P /LE � I II �l0'D NAGS W� �Q 0 EA SEMEN T T I II EAS M N N PERDOC. O• S _ I� I �I DATED : sF LINS/ \ 7 4-4 CO UP �� ,Mai � \ I I 16 17 1 16 /VOTE P A � 4^1 &Vv Of CUIFV67 02 reo 0 < 5u ?VEY 454 A, MONUMENTEO PE? M4P � SEE SHEET 5 NO. 9/75 AND SHOVYNON O{t/G. 3579 1.) 2 SHE sE� PRIVATE CONTRACT SHEET COUNTY OF SAN DIEGO L _. 3 D OF TR SHEETS Z j PRECrgIpH PLANS FOR THE IMPROVEMENT Of- $ lot `qty MAP 25 1986 SPANCIIO 6A N TA FE RF RANCHO SANTA FE ROAD Mit ? OFILMF COUNTY APPROVED CHANGES BENCH MARK /N COUNTY 0F.S/4N D /E60 TRACT /1/0. 3897 -/ j � No Description Approved b'/ _ - - - -- - -- - -- -- - - -- - -- -- _.... - -- - - -- Date -- DESCRIPTION A : SEE SHEET R approval'. w roved DELETE B/.rE.°fiTH - /� /°_a..w• � �yJ ,T - -- - 3 /Ji 7�• H (/1/ & IAmo xReET ZURvEX MOH. .*w ls.� *�J. /g. — — - Fo P z J. M ss v� N / LOCATION / SUBDIV ISION E NGINE ER DIREC OF TRAN SPORTATIO N ' j 3 ! "AS-BUILT 3 /�� /d4I RECORD FROM Enro Checked .bY VV./ ELEVATION. DATUM ! WW VVV I �i.S /� i __ — P". Itat/ �9 >I _ _ R c E. 22938 C7 O _ Z Z W d FILE N0. /55 -n3 • I I R 9TO' V c, U �3 N , I'(4 f.6. To SA rA Fr AW- 4 5•.37 36' JW - r jc EXIST. 36" CSP LUG /8 R.C.P. x/350 -0� V i ; (TO BE REA!@YE£f) h a p S N TYPE 8 - /A/LET 1 4 O o0 S1pV7�A >a H o f!� d N .` s �+ • 880 h �' `� N'LY. T. c. ° 0 2 t4 iii `Gr IDENTICAL POINTS ti n ti j m lE'l1� 3 3� F PROP05 D 6)blfl� 7.26 ° e t0 �t f.P. (/35Q ,• 1 y f O / St TYPIE 79' AIII IWALL of M O F 0 -- W L.f - /AlLE7 / +/g n� v 170 b_"' ' �ii Y 6 RIP RAP L55fPA1r6Ei \ $ 2 c ri F /LE /NtE 7 V e 'VAR. ri CAP �� • �l �. \` \ G � b R T W kA $4 0 EX/5T 6RALUE A r a 6L!>A6$'ET 44 4p. 491TEje W Q =�� 3 © �� p 7 N ELY 9TJMW ©RAIN .:r 4! W P -L gym•• 0A­ C, 2Y f.00 ^ 33 R.GP- U660 -9) IDENTICAL PWIII'TS 6� o � � /O � � _ } _ 54.33'"•36"Tf.C. � ,cps T 6 4+c F:6 cav£R rr>D X YL O 2 1 (IE50 D�OCI57 O 6a � 220 A A_ CSP Q �� � \ \� 6 • oq O a V k 96 ¢ 30 (TO BE REMOYED) tL fl N 0 A TYPE I' MEADf1WL �d =86 ° 43'39 "c `A Q aol�v d= •°14'3502` a ` . ` \�\ \ �\ � Own - •30 TA N GR 4. _ I 7O D a v z4Q TOP OF BERM Q N (z���'RCr' - s> ipRm 1 LE $ - EST r ` E V ° r F_ X/., S�T�� C � IZ"M!N S -!O =/50 ' L I iVE'A' RIP RAP U)S&PATOR ° °v �' * Ilk i 18O c '4 —"�-- ` �[t� sox 00 )� 'cRUS T _— g �� PROF /LLr - TEMPORARY CUL ^OE ^ SAC $ $ ) SCALES: VERT : 1 "= HORIZ. /­-r40* ^ n j1e CURB RETUR/V P2OrXE . AOM A/EAN&A L o v Y c/ro.Iss"Ve — A CU ?0 RETU2N _/70 v�rzT /" = 8' Hom- � to 40 Kc . r f '90 OF; ELEVATION = TOP OF CWW ELBVAMA/ UNLESS NOTED Or& `, /O 9 8 7 5 4 3 2 1 O s l�`-P fi t° UNE A': G • g7•p2' IG' ?= G = 4✓. 77' `r$ ��yo sy FF r We 550 1P =4 .75 Lt47.54' A o p 0 {25 INSTALL /0 FLG X ACP 4 `L ADAPTER A CA7 IC TEST STA. Wfd DA 4 034 VC ' \\Or \ I + AI/EV /DA Z4 PM;r4 XPAWAL K R= 280" RAMP G B d ROID O L =73/,01 p s )-37.776(. LINEYI'= / ' I� `� EX /ST M.N. "26 44 03d. Ns PRb-S2.00ZT / SHEF I' AIiEN /DA T s 6s W -a• No ou rc t P 0 s/sN � CURB RETURN DATA �_30 4/ R `'OO �`-P �. ,t 0 d = 94'35 01 " x + h I �? ` Q0• �" , A \ ,` L =49.52 c. 45 ¢3 ° 12 I ,� ;� I� , Z p P8. �I J l00 I �7 4S Vio m I i?L 1V 5 'd , A.GP.E f HS �8 4u 1PE L ^ \. 5 S S 9 5� rt I �T � / \\ :� ,M`'.P. THRU CUR Oca•j3.44'23" R20 -0 ? ♦ * / - -- I ��\ I t .0P - ary /d' O ?A /NAME ESMT R =30.00' Ler 12.97 PB. �p S , l�l' S.R /�/ j _ '�� � .� � I °J� ` � R i 4 5' L= /32.86' /P6 s' 86 L -- yr I `I Ofdl7 UNE 4' = /� /7.05.4W- lAAV574A4;;*&I • P —_ _ 5 IO " - B "E /j900 �— !/Y /NG HEADWALL PER O 34 I f13 .05' E'LY33 "R.GRSTGYcri4 A. C. BERM I � 9743' d VG ' AR. b CAP NBT 0 '39" ( 7 3 vo ' 478.0 � ? npN.OF/!L> S � � WLY33 N L7PF.vN ASS Y ' ,�, �' w CURB DATA 000 7D 2•iu •36 0,46V TO /6.60' 6' ✓.C.P. - O (2) M BARRICADES o / G/7 Op d = 4B °35'47" (/V•SRED M ARKE RS') O / h EXIST B °VCP R= 320' N �h L =27/•41 /�vsru� Qpa' `�3 \QP .� 9� Q � •( Of SEWER /.00 o 0 cp Fib } 0 V' I I EA S£yA`NT �. E T L A i A z I � z ba �� Z 9 y9 c << 3UBD /VISION SOUNDARY y OO pO alp P �J' 2 LOT A I o 00 roe I I DATE CONTRACT 3 , �0 I1 39��o EIIEET COUNTY OF SAN DIEGO S11�EETY co _ o PRECISION W 7 DEPARTMENT OF TRANSPORTATION I 9 MAR 2 5 1986 TH elf �L Q � ^ PL A Ft�,2 E /MP1201/EME/V T ac, MICROFILMF P a I W I IA Q &EMI DA LA Po ST f AVE/VIDA L POS;rA N. COUNTY I'oP A pprov ed PROVEO CHA n. CHANGES BENCH MARK /N CUU T Y OF.SAN D /EGO TRACT #p-3897-1 � PRMSION p D t C 31 1980 ; "uV�l _ y w Al -WILT �/../o. DESCRIPTION: SfE SIyEE T I IM a/'p���w^M/: Apv.ov.d IV K. .C,ISION !'�` �' 'I• i SUBD11/Jf10N INEER N OF TRAN04MTATION LOCATION: qt'R . 1gt o Q ca MICROFILM�O NUV 2198Z �„ �, � �� { . r EnEi�.rd M w rk: Checked W .r ^Idk( rfl}F/l °if] MIf R( 'i nncn I�tl�:r?(� .; RECORD FROM:_ ��i ELEVATION: DATUM: ArNO•d �~ - R.c.E Z293B /f/J W FILE N0. /39 -03 i k I d•G4'�3't3" a 266 °5!'35" G- 38.91 ' L= 17(0.99' R> 3�' d• Z2'AG'3Z" "dig i-to � b W Q p !14 N4 O to �4 �4 44 68..5 6/.x•{4' � ��x a � o t\g � � � ^a o �� � 4. 180_ � 200 v .t r� GUL ' DE - SAC T B YPE;A'CUR + } �' a �$ k t U — o 0U-rLET m(� 4lJ ✓G• T z A COW RETURNS 8 � Go ✓c. v � let � IV a l � o .a � 4) � Qj 1 V > v ® f\ 0 Cp9 $ F 3 } !�• V Q 8 y l Z ��(, TOP OF 8'A.CP /JO � ... — " ��— /0 "ACP _ _ 1 4 a, (fi � i• � r0 9. � 4 � J • te. t_ ,11 ` q/� 6AJUA FE - A RD v 1 -i ILI �FM`/SN Bi4.IDF W _ J . rx Y.• „Y Rf w v r ` _ — — _ _ — t3 5a D CG'' 2..30 Ar Rep r Af'ICON MA.RA CAP ` i Y D- M l . A35'Y / �► TAK ii ` EXfST bgOYdS� 150 170 M � _ a � `� � � � IB' � 180 Q X13 40 vc 40W. �J eO 59.(0` ', K.,C.P Ca 5L417r ELEV • TOP OF I LbeeS5 / _p N07•E'D 07WER 3441.0 . 11 ' Vtle ! ":_ 4 �i !0 9 8 7 6 5 4 3 2 �f O o ` s C(JZ& a4TA v ~ ''� N N 8 W tiML� AO� ©d`"� ° G�0'00 "R•30'L•47/2' s I � �. ©d - G4 ° 5'2E "k'•30' L =33.9/' p, (�. 5 �' ;•'� 1 �1 8 "A.C.P S U I 5 y Q EE SN Eg f 9 a Q�i 5 1919 5 cy W 9 r1 S y CURE' Ol 1 E X-4 C-0 19 t4 ui 12 o Q OJ � / / ` � M. H•`7 $�, ?4 SSNEEr 6 f N t9 5 5 .� s/ St DAN I +g6 �c IA� u,�� 1 SEEgTORM pRA/ s w h /4 w 5 e'B.Y. s A '� 0 , o��c ,�V NI pA P p, 5 1 lo' B EMEN� ED /D o 1 1 gA SEMENr M 4 e PO0 A /OA LA E S BpS VAt 1 1 E � (I .• 6 �°+° h W PB• I H '� j SEE 16E W i9 �`'i4� % i a �lgp.66' SINE I8 N I ,1 G I6 b b S/ . <i y m� 11 (�P 68 1x15 5 w 0.P 6 .`D �4- ,� �rcTS,�P b /a S�Iv 11 ,� ZG' v a Ot t ao j p "s .Ir G �v'� ° - 4 s \ � rO68 / A � \ 0 {52.77 $C• r gQ°o�' 11 5 .�a 33 W � 'r E s - /,� 0 4/ r e 30 � RC.Y 19 � �3 �, ; % �.! GP 1 'y? 0 5 fi �0�� I Qr IO . 0 0 a ' /. nr a d 1g� R61N o pt b�,' \Z �9> SEES SHEET 6 CAIN ° o s LOT 26 h to Q d �\ ^TYPE =1 INLET 7 ZLLL Q is �s1 � W } � lo' gto�� rir � 5 CUPS DATA ZI !l RIVATE CONTRACT CUL DE 89C J�p�4 �( / ?st N SHEET COUNTY OF SAN DIEGO 6 �, d a ppa/'1 ( ' -, q+�* DEPARTMENT OF TRANSPORTATION A Z SHEETS ,^ F= 58' l� 0 p o a GG� THE /Mf�lFb ✓GENAENTr A� �, m s Q{iEN /DA ESTE,[3A Al \\ q ENV /DA ES TEA5A Al �§ COUNTY APPROVED CHANGES BENCH MARK 1#v Y Lai' 5AA( D /EGO r#AC'T / b.Jff7-1 STORM OR.1 /N DATA T L" ME L= 34.39 me. o DocriPtion I ANrfwd by 3 - DESCRIPTION: SEE SHEET >' 111 = p f ., OW Approval `DESCRIPTION: ^ �J r:,r .• ARE sj4n iSl�S; D...d= 4T 45'24" L= 37.5/' IP °45.` /8 Q.C. LU AS- BUILT' (/ FOR R ✓M S MA N Aalt w s y� �QR ,,y� �, ` +4R� �, , N38 "/4 "W L6 G5.24� /3� _D LOCATION: EDIMItIDN ENGINEER DIRECTOM OF TRAN li 5 1`+PSES J Enwwar °f w �rM: dd Chmkod by: W RECORD FROM: 0�� W W ELEVATION: DATUM: Appr °_N �f8 3897 - e. c. E. 2293 FILE N0. U /02.75 ' zt, /d 25 \q \q K PW G4 93 Q� o mm N` d L,� % 3 . T. � a �- � b aQ l� R 38' L ■ /6J 36 ' �: 30' ,� B/8 F#JRT /QN J4D V. L. /90 o W m W@ Iao' a' C. n h J v 0 v' \ p tg 12 -195 - �D LLRgva010 P �n ° v a �. M Q 00 g nV c+ N iA O /80 240 h O v v Ib ti. 92.86- /a' �.c.o a ry b A w y 4.5 0 /3 N ° M " c.P � o m � � m � o Piv� G. 24 R. a �' O M W MAR. A X,44 54N74 F£ A0 (1350 -D) 65'Y AP N a� a W _^ -� ti N CUL - DE - SAC /70 P/W 30' 36 n W 700 -Z ­ ,f c ? C /350 -D� 2�fI 1g I E tr O Vf RT . 8, 1" !/✓.4LL5 L" W u C° 2.7/ %. 2 O �, m HbRlZ 1` =40' 27 22.5" /3.5 (Alf" C ` 1 '4Z ,p (\' m 0 48" COVER TYP. s /60 14 c.73' -18 R C. P. '° f' o/ W 220 c w b P W v. ' oo h 3 h Q 30 = /8 "A.C. P. C /350 D) � � r z OR16INAL GROUND AT /5O 49.50 24 " ?C. P / R CENTERLINE �' r o �' tea � 40 V. C e d. o' / T!'PE A -4 p 2 00 ��`' (/650 -di 0 CLEANOUT GRADE C-' /3.5'- 24 "R.C.P. ? O !N/ y a 8 . 0 % 6 </650 D) . Nj W tQ CUT OFF / D v� v5 ro !F W V m lV N.9LL ►. Q /350 -D) ff V' !� 4i fi\ V N �I \ ~ W Y C[�CB "TUJ N CURD !r'ETUIc'll/ a v a4� /Q0 b �! y �i (� zw 1415 1OB WALL pal �l !. , PDX. V.C. W2. rn � N 0 -4/ CO IC. o _ ENERGY C. I�IN D155lPHTO� �� Q h NN (y) , r �9 r Q v r o \ j C•P.o2.30i oN L 240 ° d/e �' u n� "ALP i . o� o e 4 /0 8 97'- /8'iPC.P. N (/380'0 F',;� s ��y l�' L 44. l9' AVE L � 60 \ HORZ l °- e �I//D,4 ESTE8AA1 C5EE PLA SNT. 5, �, p� h �0 E d= Wed' 05' 6 ' O O 4= R 90 � SCALE : / =40' Wo�PiZ. N W N t • � - VEA T. R. so z3o o SEWER LATERAL TABLE LO7 S7A7A7N I.E. MA /N DROP TOMq //V /E.ATP.L. d�`oTy �'C. ELEV. LEA/GTL/gVM)? COMMENTS PrOF /LE I�I�EN /DA JOAQU /IV cz/ RETURN DATA Wye 01 7,- / T . 70 153 A ✓E LA POST - A SCAL / '- 40' A10r1Z. Z 2 +�8 72_ lL� /E+G, S7 L•3B F / "• S' VECT. ST04M O //V 3 3 +1 - 7 Zoe. LOO' 44 5,70 3O' " 5 rB0. / © 4 ='2744' P 30 ` ' L`503' L= 63. /2' 5 /t5<6 189. 13 o' AVLE E5TE &AIV ©d- 30 °50'56"2• /84' L•O13.G8' ' C) Cy 8 0 5 ° 7 2 +mac �7 /.00 /9o,Gj 5 70 /95.53 28' 0p @d =•�2 42'44 ",e`2 /6'L-123.32' 8 2 f�7o /g /. 00 /ay.29 5. O /�4. w 213' Q� yJ b EOd�9 °/9'58" P =30' L- 36.30' 9 "fq /B6,Oo /.00 /8a./2 5. 7 0 F04- q5 ° 43'28 'R=38'L -5a Z2' /0 C) 00 , 8G 94 5 70 ga.4u 28' d 23 " G 4 M = A u, s 53 „ z // 4 +G� / Z•6B /.00 /E'5,74 7p /9/.26 27 9S / 3� 0�� oD �� o / 4• 3? \ GOd =1� R=�4 L =98. / tVf 5UDD/V /51041 U" /7- ( N w p U' o cT` �� L /Q 5+26 /B0, 600A104Ry ° e /.00 /69,5 570 /go.00 2_-7 30 13 5 *B5 17 , 714. /. oc / 2.5 E• 7 /B6.o 5 26; Z P�0�4 "' "' 27 �ZS a, o / o.SI x"70 /8v � - o /4 �;��/ / /. �� ���6; s p2 28 15 7.03 76. o o /7 f? l ° 3 /B�. r / L ' 1 � po m /$ r-� / :129 /6 7 *62 /75.56 / 00 /7Z61 -�5. 70 /x`3./6 17 8 */9 /7�. =4 v / (D CD /7 /g3 25 � 6' DRAINAGE /�°� 5 ni O Q 7i N \ r 4 3 4 2 05. M/r� i X . /$ LOT /72.�f2 /.00 7G, /�°3 -65 30' EASEMENT ` m $' x /9 j Z 11 V 3 a 6 4// r y h W fA Q`. B.d 8'g 2 / T>'PE 33.55 /9 <L LOT / 72. 1:7 /. 00 E 7E, - 7 J /e 3. 9 9 3 5 dQ$ /N t/ * 15 ��' 20 1 C - 1-0 T / 72. 9 2 /. 0 0 / j'r 3 E /ig 3-6L" q__ Lo T /72. 2 /.00 /77. 9 s.7c /83. /9 2 , T.G. 23 .70 2/ 75�8. Ate- fD p ti �. 9 FS 23920 - 13 22 7/-3 - 4� /7S6�f /_ 60 6.27' /63. 23 1 „ -- ° - - - -- _ °L! 75.38 ME FASMENT ^���/ 4 9 VC.P 27'^ 3 ry �'?C.R _ K 2p0 o q c''� •+ L e ZO 4 - 156.7 4169'55' 4 " E - As b /8277' . 24 G * 17 ,(� /-UCH 17x.7';6.50' t�G•2G .2 G' DOC.BO-386 25 � h � . ...�` 8 "ACP I �w C x\ �� 5/'69 ] 6 /. 0 0 GZ G.50' 88• -/ CR 01 eEc.. NOK /7 o \ o o \o 2 5 00 2 G.GO 49E' - (D 2G AVE J0A6tJ 11v / J A }9 �JCA a Vo 27 2o-03 203- 0.5 /, _4 " ?r /.2o Z<6 / Fl . 5 < E1 /j / P REDUCER B "A.C.P - USE 6/'!z' r 28 2rGB z /020 /.00 /_. FG a /8.�� 2C�' y 32 c� a� ym - c� 6• C -PB• PIPE LE 6 7 - HS , c 29 3r�3 2/785 /. 00 / r °25. 50 45' b // / �6j Q A ti �. O P9. 5 P. 3' t� ti THRU CU VE 30 3fa ZZ?. /1 /. 00 -:_ 7 =.0 23/. SP ��' 6 0/ / / Q �� QP 0 o o c� c sq 28' „ c cN 33 3 37 „, h m 3 6 38 W 40 W m 32 [ U z2 �7- O cV /. OO -- 2 - / - S: 7 _ 238 65" 35 y U Q M 34 `f�SB 22G 3sc�9 /,p - L `,Z4 S. L�� X35. 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C. W FILE N0.