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7763_ a =� '.F�..:.�- sek,�.•,,,.,a v- ,�.. -.�F ...m.,�..,. - -.. �I�I V. �7��� \� T'r � a G� i \�•F �Lq�S\\ TNT", �j7 •�7{I'�•7��7(U��'J� E�nEE\\ -y`��y)� /p /p ° THE IMPROVEMENTSBCONS STOOF -T HE FOLLOWING WORK TO BE GONE ACCORDING TO SPECIFICATIONS PCAT IONS SPANGARDA - I !1 LlLI B 1.l L/r JSL/ �I�JJ JS Lf U 8 ].� Aida Cl6v U ' L �1 GENERAL NOTES TIONS, THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPEC FICATIONS AHD SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS, AND THE SAN N EGO AREA IA PERMIT SNAIL BE OBTAINED FROM THE COUNTY DEPARTMENT OF IF I TRANSPORTATION ra noN FOR ANY WORK WITHIN THE STREET RIGHT OF war N .,, pRAW INGS, AND THE STANDARD SPECIFICATIONS AND DRAWINGS OF THE OL lVENHA�N MUNICIPAL WATER DISTRICT g. THE STRUCTURAL SECTION $HALL BE IN ACCORDANCE WITH SANIOIEGO _ COUNTY STANDARDS AND AS APPROVED By THE MATERIALS LABORATORY THE. GRADING OF STREETS (SEE TYPICAL 55CTION) - - _ 3 APPROVAL OF THESE IMPROVEMENT PI ANS AS SHOWN DOES NOT CONSTITUTE _ APPROVAL OF ANS CONSTRUCTION OUTSIDE rNEPROJi-CTSOUNDARY .i 2 THE PREPARATION OF SUDGRACE AND PAVING OF STREETS (SEE TYPICAL SECTION AND NOTES) - 4. AL L LINDE RG ROUND UTIL TIES WITHIN THE STREET RIGHTOF wAr SHALL BE 1 - W THE CONSTRUCTION OF TYPE '4" - - - - - -" G-5 - -- - CONSTRUCTED CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM o _ _ CC 11) CROSS GUTTERANO PAVING $gal,, THE CONSTRUCTION OF A.C. OR IVEWAV -- --SAND /EGO COUNTY DES /CNS79N09RO. OS7 AND LOCATION OF EXISTING UNDERGROUND FACILITIES 2 - p' 5 THE EXISTANCE ` /// W� EU CA_A1l�P —1 DE( q� N _ _ _ ' - AECORGS TO THE BEST Of OC RKNOWLfOGE THEREAREAO OTHER EXISTING ,� ��� iy NA 4a2 - `- D,QjE _,— _ _ FgGUTIES EXCEPT AS SHOWN ON THESE PLANS HOWE VER THE CONTRACTOR 9,2,.. ui .. E 1 ° -�-L F _..v o= @ ,,y Gi / `� - THE CONSTRUCTION OF STREET LIGHT (SID. 7000 LUMEN) - - IS REOUIREJ TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY CA J, �t __ I 5/ EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH 6 NOT o W �s - _ _ THE CONSTRUCTION OF STREET NAME SIGN - - ,. - - - - - 70, 1 RECORD OR NOT SHOWN ON THESE PLANS J 2 - _ /� �� M M 3 O 6 LOCATION AND ELEVATION OF IMPROVEMENTS 10 BE M♦ WORK PRIOR BE �J /�' �6 -- % `SD \ / THE CONSTRUCTION OF STREET SURVEY MONUMENTS - - - - - DONE SHALL BE CONFIRMED BY FIELD . MEASUREMENTS LyTUT)1 PO /�/T£ 3 /S � �. -�� � aJ. - G -72 - - CONSTRUCTION OF NEW WORK - ONTRACrOR WILL MAKE EXPLORATORY JVU/rT _ + THE CONSTRUCTION OF CROSS GUTTER - - - - 9 NSr,S° FXCAVATIOAT AND LOCATE EXISTING UNDERGROUND FACILITIES 2 FARh1S �-. 49 /90 A' f /���I� THE CONSTRUCTION OF AC CHEVRONS ON GRADES OVER 7% (SEEDEiA /L OH9HELTNOZ /6'S- SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT RE VISION$ TO PLANS 4 /�T // 4B _ J IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING W TY ��� ....FACILITIES JL " / 46 l _ •38 - 7 -. THE CONTRACTOR SMALL NOTIFY THE SAN DIEGO GAS B Ei ECTRIC COMPANY N0T10 fL'A(E 5 \ 3i 45 - PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SNAIL __ - - ---- - >wi /28 \ _� 1 _ U \ 4/ COCRDINA TF HIS WORK WITH COMP4Nr REPRESENTATIVES 6 9� 37 fJOTlif ALL ELECTRICAL AND GAS SERVICES WITHIN TN15 PROJECT APE -_- 6 29.. w \\ 44 "UNDERGROUND INSTALLATIONS '- FOR LOCATION OF ELECTRICAL — - -14 7 - 143 ¢2 \ /6 I CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN /0//C _ -- -�� / _ DIEGO GAS& ELECTRIC COMPANY 30 / �y ,?Zq0 ! THE CONSTRUCTION OF ASBESTOS CEMENT WATER MAIN - - - - MW -7 TELEPHONE .235 -6323 ' `-? ` 3/ �- /0� II J �` cq 36- THE CONSTRUCTION OF BUTTERFLY VALVE ASSEMBLY - - - - -- - O �V 8 THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR \ _ Pi' 27 2.9��.�� _ �g�� J _ _ _ _ \ - OMWD 15 - - - - TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS \ - _ - - I WORK WITH COMPANY REPRESENTATIVE$ (� y III. 26 33 34 THE CONSTRUCTION OF FIRE HYDRANT ASSEMBLY - - MAR ! NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 25 %�' /Y _ - - - - OMWD 3 �Y \ � /2g �, ' THE CONSTRUC710N OF MANUAL AIR RELEASE ASSEMBLY ABC 'UNDERGROUND INSTALLATIONS" FOR LOCATICK OF CABLES FS AND I ' „i' APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY L "!5 THE CONSTRUCTION OF BLOW -CFP ASSEMBLY - - - - - - - - - CUWD 5 - - - - - TELEPHONE .298 0595 /Z 2A�8 23 SOUTH POINTE LANE: R ESPONS16IL17Y OF THE DEVELOPER TO CONTACT THE - / THE CONSTRUCTION OF P' COPPER WATER SERVICE. - - - - - - - - - - - _ - --0 9 IT SHALL. BE THE. . \ j /l ' \E”` /. AGENCIES ADVISE THEM OF THE PROPOSED IWROVfMfNTS. AND ,NECONS7.PL/CIIDN OF A_ xACxFLANGETEEW, /fIANGEY,4LCE -- - - - - OMWO /7�/9- - - - UTILITY EN STA O 00 Ao 9 +l1: 2 "A.C. o.'erB'OCB. > /' rl _ _ _ _ BEAR THE POST OP RELOC4TlONI I THIS I ® / oEer *. - 1 5 WITHIN THIS PROJECT ARE - UNDERGROUND j /A m TA 9 //to 15 +00 2 "A.0 over B "D,CB JNE L'O•i'sTRLTCjrD/3/Df 9L(AC'TEE - - _ 10 ALL TELEVISION SERVICES ' /,� �n/ - INSTrGL CATION' iOR.LOCAT10N OF TABLES AND APPURTENANCES CONTACT 7� : Over p - - TM COMMON.- -OHS O COMO//NY... TELEPHONE 7a6 -6fd6 A/ jANf - STA i5s 001019.50 °j2 "A o over6 `OC.B THE CON °7ROCT /ONOF ALL AC CROSS - - 1�'.. lfW - - - - over *. - - - - - - - - 11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL RE SHOWN ON _ �- ,I IE'/� }' STA' 4501�4F_D�' * *2 A.C. over6 "D.C.B.. THE CONSTROCT/ONOf REG//CER -- - - - IMPROVEMENT DRAWINGS ALL SOURCES SNALL BE LOCATED 74 I I /P 1 / DFEE MAP - _ _ _ _ _ - O'YiWD /9 _ TH£ _ S,BUIL r- IM D aver p. t*2 7NE CONSTRLCT/GSV a`' CAG ASSEMBLY - - - WITH:'. THE DEDICATED RIGH70F WAY. OR WITHIN EASEMENTS DEDICATED S. /, ,I 77 / fCA(E' %' -X100' TeA- 24.001034 E30. A:C. °✓er 6'D,C,B. ��Btly� -- THE CONSTRUCTION OF SEWER MAIN - - - - - - ' i4 - TO ThC COUNTY OF SAN DIEGO - %IIq('1I * --"ITN OF WORK WILL ENFORCE SAFETY I/ -� �, LEGEND - �Sjd.34�30f °yCul De Sac; 2 "A.C: over 5' THE CONSTRUCTION OF CONCRETE MANHOLE - - SD 12- NET TITER LYE OWNER, NOR THE ENGINEER r 3'/BINI//°CN/ RU7/NLklRY -"- OCB. over* _ _ _ _ _ _ MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, COX- �-- -- Sr LIGFl7 10 MEADOW VIEW LANE. THE CONSTRUCTION. OF SEWER MAIN PLUG - - - - - - - - - - - - -� N UD _ _ _ CL .. DEVICES, _ 7 AND MAINTAIN ALL SAFETY D STRUC A STATE E ANT roe - „ MENT LOCAL. FlY[W ASE. - '- 'I SHALL BE SOLELY SAFETYS PODS IBLf FOR STANDARDS, S ALL RE /8 fB F //rS 9 I L SAFETY AND HEALTH STANDARDS; LAWS AND REGULATIONS. _ -- _- SNEETNO O ,�A C «0010 4.70 2 A.C. over 4 I'D THE CONSTRUCT ION OF CONCRETE ENC - - - - - - - �- I . AND FEDERAL SA over*.'9 —� � Fl CONFORM TO LABOR CODE SECTION 6422 BY SUB- ' .p / X1475?MA /N�MN �--�' - - - - - - ty - :;,'.�. A 13. THE. CONTRACTOR SHALL C r RSHOWING THE DE- 4VATEk MA /N: r - -I STA. ��OYO Cu /De SOC•2ACO.er 6" THE CONSTRUCTION OF SEWER LATERALS (4') -".;' MI TTING A DETAILED PLAN 10 THE COUNTY ENGINES -- ' =•l SIGN OF SNORING. BRACING, SLOPING OR OTHER PROVISIONS TO BE 20 srom Li?A /N C�1SFf✓lENii - = - ��' D„ 0. - Tlox FROM THE xataR� OF CAVING GROUND STkEEiFLV✓v SUMMERWINOLAN£: THE0AIf7fOC7TONOFCURBOUT [ET-- - - - - -- - (SEEOET/J /L ONSf/T r ✓Q ZJ - -- A MADE FOR WORKER PROTECTION URING THE EXCAVATION OF SUCH TRENCH OR TRENCHES 0 PREPARED _ T�_ LOTND ;R5' _ - -. D THEREIN. THIS PLAN MUST BE - CTd O OOfo 3. 00; 2 "A.C. over 6°DLP.. THE CONSTRUCTION Of UNLINED DITCH AS SHOWN ON PLAYS (SEE DE- 11) - iNE PIPE INS TALLATIOM THE E 214L^K ND.: 3200 over,♦ -.0 -75 - - L TRENCHES FIVE FEET OR MORE IN DEPTX AND APPNDVARI ES 21 / - - - - - - - , - _ ' FOR AL R TO EXCAVATION. if THE PLAN S/n+EETNAAIES /CN } 3.001 7 * /0; 25 AC aver4 "I THE CONSTRUCTION OF RINED.DIENE r .. ENGINEER _ THE CONSTRUCTION OF RIP RAP ENERGY DISSIPATOR: - -- 111£ COUNTY EDGI E FROM THE SNORING SYSTEM STANDARDS ESTABLISHED ED BY YT THE * *THESE AREAS REIX/ /RED CLAY POCKET D /G- qTq 7 «7010 /O +OQ;2 °AC °✓erB OCB. _ - - -° t THE PLAN SNALL Bf PREPARED B / G -50, D 67 - TION SAf ETY ORDERS, _ _ _ _ CIVIL OR STRUCTURAL ENGINEER AT THE CON iRACTORIS EXPENSE 22 OUTS AND A SECTION OF 2'or 2.5 "A.R over over*• � THE CONSiRL'C710N OF AND ACP STORM GRAIN - 9"DCB W..'P USED FOR THESE CLAY AREAS, STA 10, 0O7o 12. 0'2 ACcver 4" 0, THE CONSTRUCTION OF TYPO "6" CURB INLET - - - - - - - D 2 I y - r�' 14. WHERE TRENCHES ARE WITHIN EASEMENTS UBNA TIED TO THE ENGINEER - / THE 45 AC, INAS REQUIRED FOR THE 10% TACO fo2Z +25 P "ACpver 9 "O C.B. _.D _7 INC SITES, SOILS REPORTS SHALL REFS CERTIFY THAT TRENCH L:. ,J .GRADE. over *. THE CONSTRUCTION OF TYPE "F" CATCH BASIN - - - - - - OF WORK BY A OUALIFIED SOILS ENGINEER WHINE CERTIF ENGINEER IN. - STA 2' 2.5E X5.50' 2 "AC. over 3'DCB D -3, - - BACKFILL WAS COMPACTED AS DIRECTED BY HE SOILS ENGINEER over *. THE CONSTRUCTION OF TYPE "C -1" CURB INLET (G -5 GRATE) - 0'15 ACCORCANCE W1 iN THE ON -SI SITE EARTHWORK 5 »" r $G33 _ ALL SECT IONS OVER 6" NATIVE 311B6RADE COM- cQc 2"A.C. over5 THE CONSTRUCTION OF TYPE "B" STORM DRAIN CLEANOU7 - G -�0 $TA 25 501° Cu de —q iS SITE GRADING SHALL BE IN .ACCORDANCE WITH 6RADTNC PLANS L pg6TED. TO 95% OF MAXIMUM DRY DENSITY. OCB over*. D -34, C E DONE UNTIL EX 1571 NG POWER POLES ARE RELO- THE CONSTRUCTION OF WING TYPE HEADWALL - - - - - I6. BOPAVING SNALL B - 10 BE PAVED. - -`"Re CATEG OUTSIDE THE AREAS 1n _f 3'x3'CONCRETE 9OLASH OPRON I HEREBY AGREE TO COMMEhiFWORK ON ANY IMPROVEMENTS \; LIVfNNA1N h;Uh ICIPAL npr,.R ' „.CDNCkETE 6 "MAy /MJ,>7. SHOWN ON TMFS£ PLAN'S WITHIN EXISTING COUNTY -17.. THE CON.RACTOR SHALL NOTIFY THE O THAT INSPECT ICI' GLOSS a TO STARTING WORK SO WAY WITHIN 60 GAYS AFTER ISSUANCE OF THE CONSTRUCTION iI$TRIi:7 48 HOURS PR.'OH a WITH Di ST'Irk Tf/ /CKNESS .ACCORD %NCTD .S./INOG�JD PERMIT RMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY ;1A' BE PROVIDED AND $BALL COURDINAT66-IS WORK (0011 /1/ AnQZ111?Z4fc"N73 r EPRESL ATATIUED D SiIALL E 753 AT NORMAL WORKING DAY UNTIL COMGL ETED. IRRESPECTIVE " INCLU5 /.4'G THE liA R; ?1hG ,Q AND INDEPENDENT Of ANY OTHER WORK ASSOCIATED WITH AL:. OPERA 7I ONS CONDUCT D ON F PREMISES, TRUCK: EAR THRDVING �' S6•' THIS PROJECT OR CINDER Mr CONTROL — 1F. B UP, REPAIR- ARRIVAL, EPARTU:'E ?OR RUNNING Of ` R Vol, 90, NSTR'JCYIuN EOUi PIiENT AND ANY OTHER ASSO��IAIFO CRADIhG /D,._ 78' 7B' ✓G' 9wNER EPB,PMEAr, co O,C9' rLL� EQUI PMf A'T SHALL BE LIHIIED 10 THEHPER7CdDAVtANCh 'GGEAPtNY9Vl'G 0 ZO'- 2O� 2' ADDRESS ` :00 P.M. EACH DAY, DO ON' iHRG U�., 5 HE PREMISES ON i'A S I _ 6 EK GRAD I,YG OPERATILNS. SNALL BE C ^v %.CUGTE. ON i \ Ya .. yN,_ z34D L+? .26.S 3GfJ'O� 0P %. - r ,^ x r.{ - RSPARCf- $UN04YS OR HOLIDAYS. - # z'- � CA SO ! fw B ASSES 2A�/7? /!r/3 16S O7/ 04 THE DEVELOPER' LD PE k'S RESPONSIBILITY TO J.hSL'PE THAT Ai- rh0�� I 172 �._. -ZY ':.P/SCPPf E �' .. / 19. ITS S l E RICK ENGINEERING ®MP6.NY DEDICATED IMPROVEMENTS SHOWN ON THESE aLAN., uC NOT D.. :'i9i ✓© - • t' 6x HFWm - DAMAGE TO Av JACENT PkOPf.RTY. THE COUNTY ;,ILL GL_ THE "" AH,E DA N )BCE POR CO R:iECT ION OF NON - DEDICATED I "'PROVE' _ _�__ SLOPE �.�: , .�. �+ PUFNMERB crva ENGINEERS - LANE) BuavfYORS c5 OE VE LO PER RESPD S '�T - -- PERPlAN ��/�, suo Fauns aoaR. MR NEW. cnucoenlA aRnRrB�aaovs 0 +a1 2 TENTS W.HICN DAMASE CF CAUSE IT TO ADJACENT PROPERTY a "7 l _ A a� \tii R9 ✓ / +/s EER P UNTYE / ✓G,NEER3 PRIVATE � ®NTRACT a 20. STOR14 ORAIN ALTERNATES. R.F $HGWN ON `PL PLANS IS 2000 D ACP. EX /SZPAYEAIENT G "TYI "6�CL.�6Df1TTER 6•TY/x ^q 'D /Kf RE.4 iJi8ElYIEP'75 /3FEM7%EZ/ _ `I � ALTERNATES FOR 13,.0 -D C 7SER � - ALTERNATES FOR 20J0 -D RCP SHORN ON PLANS IS 3000 -D ATP. 2"A.C, over 5 "DCB, over GY, RER( ITS seErr COUNT YD F. SANmEGO / //� Z - 5" COMPACTED SUBBASE. LUR7Y /i ✓O /CA7Ei fL EVA % /Gh'A$ SNO:UN ONPRO,rILE �i� DEPARTMENT O( TRANSPDRTATIDN SMeeTS W CAUTION: LOCATION OF UNDERGROUND NDATED PLANS STREET BY THE f GDUNTYOOF ON EGO, SUBDIIVISION SECTION - PLAN WERE OBT.NNED FROM U TYPICAL STI'1EET_„3EC/ JON REZONE PERMIT N0 PLpA'pN,$SA'FOR THE IMPROVEMENT OF SHOWN AND PERM /7 INSPECTION SECTION. THE LOCAT/ONOF SER IC ELINESWORK, AND THEON lS NOTTYP/CAL STREET SECTION - COON OFN�A DIEGO THE RESULT OFA FIELD SURVEY PREPARED 8' THE ENG SOUTH.POINTE LANE SUMMER WIND LANE SPECIAL f c7lJ o /S UNKNOWN. EXTREME CAUTION SHOULD BE LSEC WHEN EXCAVAnNG IN EL CAMINO DEL NORTE. & MEA0066I VIEW LANE cRADINO PERMIT No. - TRACT 37/3 ®® aN: N S, LOCATION ERV /CE K EXACT L STREET L1GH7 S . ANY AREA THAT MAY CONTAIN UNDERGROUND 9ENCH MAR 2 WATER AGENCY COUNTY ARPR:7VED CHANGES DISTRICT SEWER AGENCY N� ceu�we° +oo aaa o. I o ^' oes[Pirnory OC 00r.S CHISELED SO TOPOFNEADWA[L AT e. es la ww °•. - �aoO CONTROL DTs OLIVENA/N Mt>NICiPALWATERDIS. Ip� Y< FDR RZttsSNAN �o X CORNER EL CAM/NO �L NDRTECRANCNO SAARiFE o0 V SiON ENG NEEa IDIRE� OR OnTA ICfI- W ` SAN DIEGO COUNTY FLOOD CONTROL DISTRICT.: -£L_ r.Zgq WATER WORKS APPROVAL - C J MOUSON, DIRECTOR lOCnnON 23IN'OF RANC/KJ SANTE FE 4`60 S. EL CAN /NO OFL NORTE E,p."... �.o..` F ✓ TM� C`9J - Approved by BOYLE ENGINEERING nFLOSO EROV COUNTY B °NCH LEVELS LYLEF6�E /H17fIl 4pq�� %979 APPROVED BY. Engineers 1­ Me dsfxl 11,9176 onTUm.'rsC LGII I< APPROVED BY .• - /_ -D/ I, RFVAIIGN a�o•J 2 1 778 .ra 0 AS)StHLT_' ^✓id �a..- I2 A is ... -..,. DATE Y1'Z8-7� DATE. Rc rss neTZ xa NO FILE NO : i 12 ,�..,- I_m � I�T II (E�- (TiTP1'1 I r l)'iTj111 .,1111 Lv, t n T 71m? tql Itw TII 1 .. F� I B�I T T I: I�r7t I in p t T �� �i rtj l i f I I � 'a:�1ld�lll illll�dlL � iil•I ' t I:IIIII�a�I��I,ItI�It,I r. m Nr�F F�F�1F� ,_ .7a�77��I�III�EL�I I S.I+iL{f�'I I I�III�Qr1E I I I�III�IIIIIh�JI I I . , dl III - n:i' _ c, �b - (rt t Itl m N�� LlEa4}. r116�IhI.Ib.11E.ITi1�i.ili�ili�1TIST , E E r T I A f 11E ET P' 1 t P E r T T 71 PTE! 'I' EPr� 11q TTTT� R +jTT�'P ('1 �. r F 1 E ET�I i[ttiFfiHEI11t�r7itNlfi +111Ei E� /�EILILH *rE s T I E n E s t 1 f 1 i.. ] I. „_a .tLl A r�t�rT� ( �� 1 � � � �pyC �g(�j 3p �L�.WJl/itti'. b+jlf!}'y ?U �IP'4 jug i j 1' i I��^ T � 1,�.. E " 1 " , . ! 1 !�/� 3-1 ilLiiTillTLi111�11 •..:• Itiil Lj T17.��1lIId EtTITi�ItL�dE) '. .. T� ....III�Itr�rT� i�al.Ii. ....IL�lIE�l lli7�f�il>)I ➢i'la. 1 191 PITT........ �I1T1�1E1 rhLfiLF.itfl�J �TJFI�ilr).L li1Li � LII�I , 1 ,I ,YO z ° _ s s 1 SEINER LATE,eAL TABLE SP[CiFICA T T IONS G M N 0 T E S _ _c,T I N'. _e✓ ,POP TO ! LENC-n I G r r J2cILPiNB - -LOw . .,.,: STREET A A N 0 O R A I N d G E W W A T T E R S Y S T M OLI VENHA IN MUNICIPAL N NO 1 M.+ N I MAIN N EET I I C'0. P L. F F EV I T T C@ P'�_�- _�,_�___.__i 2`048F BE INSTALLED BEFORE CONSTRUCTION Cf ' '' W WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH T / _ 0.7M1N. 28' _ 7 /36_.r 7 2 +50 ; 1, A ALL UNDERGROUND UTILITIES AND LATERAL SERVICES .SHALL B WATER CI STR IG7. - - / - - _6$94 0 7444 - 7ggq - S5• i 3 + CSRBS, CROSS GUTTERS OR SURFACING OF THE STREETS.. - NOT SHOWN ON THE WATER MAIN PROFILE, 70P O OF PIPE PROFILE IS 48 2 2 6 6762__ _ 28 7 -, - -I. S ,1 3 6 +00 COUNTY STANDARDS AND 2 2 W WHERE ELEVATIONS AND GRADES ARE N 3 6362 28 I I 7811 8 836/ 5 i 6 7 +50 - 2. T THE STRUCTURAL STREET SECTION SHALL B INCHES B PER STANDARDS DA7E7 4 4 6 - 7144 - 76 94 ; -- /0 +80 7 SHALL BE ALLOWED WITHOUT CONSTRUCTION OF DR NEWAY APRONS S 3. E EACH LOT IS TO RECEIVE A 1 INCH WATER S ,6 I 5 -- - 6651 I I 72 C1 ,_ S SS ,_ j 3, N NO DRIVEWAY DEPRESSIONS S A7 ALL HIGH POINTS IN THE WATER MAIN PROFILE. 1 6 5 5593 _ I 28 _. r r 6859 7 7409 _-i + __ + - - 4, D DRAINAGE PIPE ALTERNAT:S. SHALL BE REINFORCED CONCRETE PIPE 1350 -0 (MINIMUM), O -0. M MANUAL AIR RELEASES SHALL BE INSTALLED A .9 5 1111- 2g- _ 5550 6 6827 / __- - -' 2000 -D (MINIMUM). . NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE WET, T THE TIME AND DURATION I Ij _ _ 1 5 - _ 5 _ _ 1yq M MH#b +/00 PLANS, L- 39 5 5. U UNLESS OTHERWISE N 4.B 4 4697 �_ 5 5450 N NA N NA M MH#2J +50' 5. S SI7E GRADING SHALL BE IN A REQUIRED AT STREET INTERSECTIONS SHALL B BE LOCATED ON THE 9 9 �- 4 4L96 - -1 2 -y 14730 - - /5Z 80 1 5 55 2 2 *50 �. 6. / APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL O 6. A A.C. BY A.C. ON LINE VALVES WHERE R /0 1 / 28.-- - - - -- _ 4+00 57RUCTION OUTSIDE THE SUBDIVISION BOUNDARY. - P PROLONGATION OF THE STREET R // 1 -�- _ /4964 -- - -155/4 _ _ 4 +45 LIGHTS SHALL BE SHOWN ON THE "AS- BUILT" IMPROVEMENT. 7 INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY THE CITY OF CARLSBAD. FIRE M MARSHALL.. / /2 1 14993 -'j � /3209_ / /5 °59_ 5 55 6 6 + 7, P POWER SOURCES AND RUNS SERVING STREET L 7 I - - 6 + DRAWINGS. A '. -, .. _ 7 28 8. PAI!�MENT Df STREETS GU /rN G.4/1DESOF /O -/L99% REQU /iYE 2/z'%/C OYERC(%UNTYAPPRbI�ED e"Z_ FOR ALL TRENCH WORK WHERE FAG 1 L 1 T I ES ARE 1 - -- -- -- /4 /48.5 - - - --+ PAYEMENTOF ST!•v /TN GRAQSOF /2- /399 %.YEGU /RE CQ/NT1'APPRO!'ED B.OSE OLIVENHAIN MUNICIPAL WATER DISTRICT. .SS'. 4 *50 9, THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE 15 /48Gt0 __ - 76 i_/4700 _ 2e" /49i¢ /544 - 55 3 +so_ ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. - - 85 2 +00 7 1 /4030 28 165 74- _ -_. __ -_ 35 +00 10. WHERE TRENCHES, ARE WITHIN EASEMENTS, 50115 REPORTS 3HALI, HI SUBMITTED TO THE ENGINEER OF WORK - 1321 2a• /4630 /5200 55 -_ - r AND THE DISTRICT ENGINEER BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TEARTHWBACKFILL /B 732164 -- _ - - WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE EARTHWORK SPEC If I- -r - -- 1111 -- 28- 13 }97 !4825_ 133 36 +50_ I /9 /3_3_24 --� 37 +50 _ CATIONS AND DISTRICT SPECIFICATIONS. �_ 20 /33.64 % 28 /3537 14325 1 79' _. ___� - - -- -___ _ + - A 11. CONTRACTOR .SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS AT ALL TIMESt/ ./ 28_i 135.74 /3780 2 /_- -+,< - 13590 1 138.70 2.8 38+63 .4. 12: NO DISRUPTION OF EXISTING WATER SERVICE WHILE MAKING CONNECTION 70 EXISTING MAIiIS SHALL BE 22 /3q O9 32" _- -- ?s;, I. - 28 +45.23_-- ALLOWED WITHOUT THE SPECIFIC APPROVAL OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT 231 13002 28' 14016 /4566 35 -a- - _ _. -- -- 55'. 27+50 24 /2964 28 /4125 - 14675 55 26 +� _I 2S 12904 -- __ /392/_ /44.7/ -- 5 E W E R SYSTEM - - - 28 _ /301/ _ 1356/_ 35 24+50 /28.36 ;.�- -- - BE DONE IN. ACCORDANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CON- - 7140 1 /73• /7 +50 �6 1 . ALL WORK SHALL 1 27 5.2.45. - _ 28' 54.18 --- -- z - I STRUCTION, 1973 EDITION, THE 1975 SAN DIEGO STANDARD SPECIAL SAN DIEGO - 28' 6707 72.5'> ' SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 5713 __ 55 REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS. aJ' 28' _83.92 $93/ 35 _ S O , 2. TRENCH WIDTH AND BEDDING SHALL BE PER SAN DIEGO REGIONAL STANDARD DRAWING NO. S -4 UNLESS 9836 28 /03_.81(10931 __ 7 +00 9 OTHERWISE SHOWN. - - 28 /238! !2331 55 3/ 118.36 - - -_ _` / 0 -,' 3. THE FINAL LOCATION AND ELEVATION OF SEWER LATERALS SHALL BE SHOWN ON ORIGINAL PLANS PRIOR 1 32 15599 28' 16253 /680.3_ 55 t -_._ Sq 13420 TO ACCEPTANCE OF WORK. 3.3 /70.68 28• /7264 178/4__. 16i00 _ --. 28• !/7556_/8(06 35 _ 4. CONTRACTOR SHALL UNCOVER LOCATIONS OF CONNECTION PRIOR TO STARTING INSTALLATION TO INSURE �_34 /71.80 - - 20 r WITH LINES AND GRADES SHOWN ON THESE PLANS. ANY DISCREPANCIES SHALL BE BROUGHT _ _ CONFORMANCE W I -_� 35 17340 28' /7939 184.89 55 _ + -� TO THE ATTENTION OF THE CARD /Ef SANITATION DISTRICT ENGINEER PRIOR 70 PROCEEDING. 0 - - r 28 /770& 1 /8256 5.5 25 +00 ., V - 3 /74.60 --- 0 5. ALL SEWER MAINS AND LATERALS SHALL. BE CONSTRUCTED. WITH 42" (INCH). MINIMUM COVER.. Q 17706 i /82.56 53'_ 37 75ao zEp" `. ,_ 28. /7770 20 55' -�. 25 *6394 6. NO.HOUSE CONNECTIONS ARE TO BE MADE WITHOUT APPROVAL THEDISTRICT. 2" "TIC 38 1/7566 27+25 !7962 185/2 55 39 17630 60 --1 _ _ Z THE LETTER "S "SHALL BE STAMPED IN THE CU AT ALL SEWER LOCATIONS. 4p f76. 25 28. /79� /9 16469 25 5.5_._- 27+/281_ �' 8. ALL MANHOLE COVERS,: NEW OR EXISTING, SHALL BE ADJUSTED TO FINISH .GRADE. SECT /ON A -A - ?.. pg' %7806 /8356 55 26 +00 4/ /75.80 9. EACH L07 SHALL BE SERVED BY A MINIMUM 4" V.C.P. LATERAL PER SAN DIEGO REG IONSL STANDARD �.rpl Q 42 /73010 28 1 /78.6 118406 ' DRAWINGS NO'S. 5 -13 AND 5 -74. B ( B. 43 l7 /. 4L� 28 174.56 180 - -- - W.. I --r- -_- -- -..- CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 46 HOURS IN ADVANCE OF' I ♦ 44 /63.19 I. 28 /68.67 717477 '1 55,. /7+50 10. THE j 2" -_ BEGINNING WORK TO ARRANGE FOR. INSPECTION OF PROJECT. W .J _�6" " 45 /23.36 28 /28.81 /34.31 -- - \ - "- /08.81 1 41 31 5.5' 5 +50 THE APPROVED ALTERNATE FOR THE V.C.P. SEWER SHOWN ON PLAN ISP_V.C. SEWER PIPE PER A S.7 M - 4G /03.36 28" _ -- 1 4 TYPE P.S.M. SOR -3S. ANOTHER ALTERNATE 70 V.C.P. IS A.B.S. SOLID WALL THAN BSOEPCONi b I-j- A° 8597 i 28' �_ -8881 94 -55'., 303 I 6+50 FORMING 70 A.S. T. M. 2571. 4" SHALL BE BO SON SOLID WALL WITHEFPIPE, T LESSY NOT BE USED 6:-I r- 28, 82.04 5.5" A, B. S, SHOULD HAVE CRUSHED ROCK B C / "L /P�s 48 62.82 76.54 - - -i --_. 5`.00 �- 28 78.86 `c ON GRADES FLATTER THAN 1/. FLO{1'l /NE i�� Q 4 6522 --- ---� -- 79.12- 55 _3_!_28 __.. GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER SECTION B -B 28' 7362 - `" `-- 12. THE CONTRACTOR SHALL AND HEREBY DOES GU 50 ' bZ 98 ' A J r F ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH \JRgNS /f70N0 /TCNTO T -2 7/ _ G77 T 7 � 2 +ZOZi HE DATE 0 THAT MAY PROVE MATP!/R a-LY/TLEr _67 1 6940 WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WI THIN THE ONWEARAANDERIOD FROM DATEAOF ACCEPT- #SEWER LATERAL T08£ ENCASE: /.V CONCRETE PER STD DWG- S -/2 '+alp ANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY NEGLECT EXCEPTED. T NG /NEEA' / TR/ E D/ C H S R 1�E0 YT E y ES O SE RMA /N J'f1ALL BEAPP 0 B /3 All DES /GN CNANG PRrDR roaccEPrANCEFDRaUBL /cosE DETA IL: OUTLET FROM .DRAINAGE DITCH /4 F /LL -7sEAS MUST BE COMPACTED TD 90% PRIOR TOP /PE /NS7ALLATION NO S6:OLE A RICK ENGINEERING COMPANY e p ? / 5620 FRIARS ROAD, SAN DIEGO. LRLIfORN SURVEYORS - � PLANNERS � CIVIL ENGINEERS LAND 921:O iELERNOxE Ola1291O10) ' EU/p7NS - s, Z F �' .. AS SNOlYNONPLAbS. - Pt,',a6VATE CONTRACT PREPAS G79NL URB Eauxrr of SAN DIEGO yy -- L SECT /ON A <1 oEeaarMErvT of TRANSVOalar;oN ®�.s C7YPE�'O /KE j 67YPE'�I"O /.YE PL ANS FOR THE IMPROVEMENT OF DETAIL: TYP /CAL AC DIKE CHEVRON CURB TRAWIr� TYPE'S"CURB NO SCALE C ®(li�P B� OF SA IV DIEGO /O'UNLESS Sd0l41N g' �a ) s 07111- 9/SEOrYPLAN, / �ACs T 37I3�! mss; COUNTY APPROVED CHANGES - BENCH MARK o -J 'r- N� ml• 7 PN /S L O SOT/JPC1F'HEADWA�s Ai - r Kemm.� DEWL 2 CURB TRANSITION ALL A �� - � rMASS �An - �E $CAIPi ICx C B /NLE S r�o yeNP ,YJyP/APNFR ,4L,�'M /NO DEL A/OP �SbNPAfERO ILy I, 'sieo �sioN lN"�NIiAi oRFCPoN OI VR.+sfoRi <i ox I LoCAU nN 23 WOfRANCHO SAN7AFES 60'5 EL rAiYl /ND �--- -- � x,.A� NOT 10 SCALE.... NOR! �BRIELSON - � p RE CORO IRON INEZ 4lf& /C_&f 9 FA / U '9 / UATEM &r IL ASBUILT" W [K a s /�s _ �� .... FILE NO oro' -. 67/9 i� 12 IF r PR q1 �'Pj'Pi*TFI EPj*fT� '�'1'1'��IrlrP + Ifs E 1N Tt 1P TIT T'''Ti 1 i. 1 `i .. . Y. 1{r - + T�IIY{7� tj �v 'T j f ;.'j`.'1` C, JIiI�t;Lt`'Idln�llill`�;I�{!{1 �.- `,1�if�11J�' : 1 11 n1 P 1 T �'- IriF 1 III{ �dLll 1 Ildi�fP!UU iI111�d;IIT�� " � 1 f E TqT yf q1 E 7F qF qF 1 1T "will 1 P =' IE�fl ll ilFhilll(I �F�Tl i�il iil �Ii I11J FiI IT�IF�i TT T r{ F 1 T {+T1,. ,1fjiP TP 11 ���mFI W:h ) �i� ( 1 _ _':.� , 77 17 i1 I jIijT1T>jEP1� R. �� fiW �. +: r��, L }E1j�L�RiWtfi iM�Fh}�tlil iTiidalill F�lF1a N I I 1 4 1 t 1� 3i 1 I GG 55 pp pp�p ��gq 1R 6 1b,'� T jr ilL _91�L ,9EIfYig,9t.1,1, F9J,. C, FL�r[i �I�TIII tr�rfri !7iLtr�TITTrI1L �J11FTiR1IEI�iliiL791L dF 11 L191 dEli 11 9i Jl illGhidf 911E r 1 a - .. pill] t2 1£ 'r TPjri+ rtrp ltT% "frlt �r�rl j fl' t? n(r lr,r'tl +< ; ' T T�TTt P tir n P P ft R T`TtT� b i �r T111, m „r 1 r� P' q +Gird irC P1,iAll , dri I,i,L , ,,,61 I,, ' 1 X14 . l �i I l 1 sue., t t t tT 1+ tl�jrt+ T t�ti r I Tt�rTt {r tj +t_�t +�ri t�ateprl rP +Liiiy }l t4xlxtrttii @At 1 I �rlr_ Yl1 Ae rHir - ...i F;rpy , -:. +P'�P1!y ❑�T( +,q +j� +TrPii' +Ir�� tT �� �� 1 r ' 1 "� rH r itiH rH r , , ,IrH rH , r r r rH rH r H llt� l�JIrI�1�r�il��rL ,LT.LLL�'Y, 7r -. ���'�` �� �,; �, . `ti'rir�il rjr�ITrlrH�rhirTl iil�ltiuri��rirH �r GirT�Trlrt11L ��LIT r ,Iilr�1111+Ti�4ltlr�iL LYrfiLG�f1a�T11tL _ . I .. 2 . .4 .n ^i: �L^ F : • � ... *.:: .. .e ry J . �y j': ,:.: £� 1 : a::: u"u4. � �._ � - $. .1. r i 1 _90 i70.. / e Ed /ST .9 GRADE o - 70_ ;e it �_ GSQ'✓C � . � 0� �� ___ _ / - aeracc 56j� EOGEOFEriSl /ACP4VIAV N -- ry !uw e "BcPQ85 ^'o) 70 RTD NG _K. o a -TQPOFCC/RB � I�j St �Z��G�R I 50_ RT. DK.. r � �� h� � � /�i EOGEOfEX /ST /NGAC�3i ✓ /NG Bc�P R� �R�,� / / . TOPOFCUKB i b PROFILE • EL CAMINO DEL NORTE mncr'nillm l "= 40' . VERTICAL f"=4' �.. r t r n; r r I 9r t{ xf+n711(r� P fF�. i }rtr P�rlrj� Urjr P) rl rir�r� Irrrlll rl i� �tlr+Itr�F� 1l rlrl r'ryr'�Irl r''r�.. rtlr r ql tp tfl. tit�IP Ili��l iP�rlllrl �� I I I �� � I 1 rEp qq q n ,.• .., ` �.` 1� i1t 1111 '1 � Irif iTj. }Jt'I s` lTiiiL�dr�rT����Jr�rlr� N as pp m 77 ■ �b t t t rt ir. ?t ilrtm gran tprr r 71. r - r r t r ql qt t gt�gr tp�l t q 1 I� 1� r rb= 6�y:.. (�ir�Jr�rlr�Th rli di dr r r -; r r r r rr r r 1, i qt tp 1 rp TT tp 1 I 1 1 1 �� .i� � m1dt�Nr�il il�r�fL�dr A. �rlr�fTTr�rlr�Jr�r�ifr�llr�rh�r�r�rli�rl r�ir�Ji�ih�ri�dr dr r - „y:l. {,. 'i +p?yl ilr� gr�rp ili�µ� tir�rp Ilt�l�rgpr�tR�gl� p�gr�gl�qr� PII! 1 1.� 1 I ) �� 1 3 ilr L��Qlllh�t ❑��i�IL�tltl�fj,(ttt�ilil 1ijrYlidl�t$1�1 h�Hl� h�rT�Tr�r��dr�rTiL7i�dr�ilr�Til�i�tl r�lli�r i rililr. dr tbLHLir tli�r r 1 gilt tLdr i 1 dill illll t t I�Ih 111 dt 16i1 t 1 r�d rjd l�T���tlt�Ih��I7l�tla� - n , �I rr 4, r� 30D' VC 250'V0__ — l/ =3/3J •'twos' TOPOf [EF7 196YE-', 44 6� rr.l Lr '6f8 .: mhW M h GI aS OI nyI �I i 8' vb ',4 w sW 4% •%-J° �`� yl H �I LT. DIRE �C, h , -c`tti z� b nu n r. s by 80- � / 9 / n t�° OR /G /NAL GRO✓ND �I �' " '? "r_ , TAN "•ZO% — — — v qT > > _\7'rFANS /o 511 A FiN/S11 E?OE 78 , 76- v TO_ o Ir m _ . IZA \ I m . �"� k' ; m v _y.� q,/✓7 /N CC(/fR(?YP) -cam-- e��� _' �� I. �� PROF /LE CURB RETURNS ti h F� SCALE;HOR/ZONFAL 1 " -.20', VER7/CAL f " =.4 c z EX7S76wc ".a T I I I� e ��0 WC� TOPOfRlGH70 /KE �� — @L6% s i la o_ n ..i� ti• t� �� P 60_ 90_ p_ �s V tr l� b of N {.- 00 all `b bO 7 r 78 �I s i _ OF cj a PROF /LE' SOUTH PO /NTE LANE 76_ � RT DIKE i 9 i ^� `� r 4 VERT /CAL r Q�T 8 ` 3 4 5 SEWEP „,�7 # CALF HORIZONTAL 1 C, iAN -20% �G Z9 6 7 — - A 70_ 0 / f 5 tG! 'A CA BFG RAD7{ g `Er: Rt mfARxS IIc Lr Z °_?308" 27500 t ".1145 I 8'VC _. 6 "FLG ADAPT CRLG m 48,* 2'°1659" y 27500' 11655' i - 6 "FL6'. TEE 0 �Yb ` 49. a mi �R 4 ?, NST 53- -- I r ` B °FGGx ACP ADAPTER `.� 0 3 + � a ,V m '• . ,,.. ` ��y?. w`. 2 �� `.n VI h qlh hm m� 10 �', �1 - /S UI, :,4' /" 6 "fLG• 9t!�CLOSED) \\ate m� G I,n __ "; <y R N2G30'31' �8�7 E 30° 275 00 /4643" )-75,00' I � .. ''• Q �K J m s 33S SOUTH PO�NT ANE .... <T >R -3ATAW s_ \• NO J£L TA OR &Pt, &_NA✓IUI LEN'"TN� R£A°ARXS 'o'D Flo 2dSGb' �. CJ w �� �S. �•:�J�arP U,P:" ! S; s + � OI . . tV '`rZ Z� g .��. 'Z 5 I �° 93343' �'- ,� NORTE 3. i DETAIL '�" v 2. 75 "DRA /NAGE EASf.NEN7 at y�A,` r ' HEAVY g,-xv ! RICK ENGINEERING C®fl�PO,NY PLANNLPS CIVIL ENGINEERS " LAND SHRA'04' p,:,�� � � �� ,e � �N �,y � � L- r�a9P. v ;,1191 �p' �- C� /VCI�C � �!l ✓CM /)/ in10FRIPflSFOAp SAN ➢SEGO C <.40RNI <Y$IIO IELEFMONE I >Id12910]0] ��r� << < CURB & DIKE DATA 7rnE ov- �2a °.2s�ase _ ha. - , _ - - l R : PFi1VATE CONTRACT 30.00 44.G5" 6 "TYP& -'G "CURB 7799B �,_�_ 9 �. -{ -. t-,3,. �' r. •�r _ TNItNT F F, 17 I 17r s p�_ 5 REVaRrn +ENt or raaNSFORr �. A'' - 84 °Ir7 `OB 30.00' r 44.14 :: ,. . ptr9 ✓57.: - -1' -_ �- STORM ORAIPJ SYSTEM A— r6 "T}'PEA O(KE �p TNO /5 N 31 31 `47 "E - 144.23 '� 3E5iV .7.0 -O'c'= PLANS FOR 7Nf IMPRO✓EMEN F.CF I�1�E;,,}� �. \ �\°'- •���'"� -•.... : q NZ( °05'Sq „F 9wJ, r� N SEE SHEE E'j _ o NT Y OF,SAN r r �1l♦�rl;r $£f DETF7 /L 'A„ ._:, 2546'°” 29900` l3L 81 Z57 D0' (62!✓ �� 1J- ''�--•.�._,,+-- �._..�1 �� TRACT F°Yls T 37��,•9- l .35.45, ' _ �,l ��, i pr - `......n..•_.- IV57 °;8'17 .,E BENCH MARK 7 COUNTY APPROVED CHANGES 535.45' 'r - °e' ,l .00 0073 CNr £.. FO SO. TCPOGNbfOWALL AT rra- 1"c ra3 -... 26 °4746 E .._ c - D =b STAN7PFB COn'L ?ETE. i �.,.v� =- ' ' � 8W CORNER EL C?,M /NO DEC N0F7Ef RR.LY'NO SANTE FE _ J }i N 10:00' - _3L4Z r G A,7 . - r on /pr ('30,0 000' - '.r'..+rmN 23'W OFRANCHO SANTE tG03 EL CAM /NO -r- rM. l! ?lo•ao'o0" 9.Oo' 3270' ,�'a' "MASONRY WALL acL.,voarc - 4 "53' G "TYPE6 CUK6 oROrepa COJN7Y BENCH E ✓ELS _ - _ __. _. T' N3 / °9 /'Jl °E i SS.0 EGS. LYLEF GABA /ELSDN RC�r8l74 ''�':' ° — - ' J I i /$�40, - N2/ °0554E L�.•ASBUIt.T' .8°G��'.:. I.� / <hr Eitt no . ens — e dA! '`fri"'I r I I L t r t r r r I r r r r r i r r r t r l •Tlr r,r r �Irrlr rllj e II)IjrPjlWj +trlrl J i I +.. �,... ,_ .. ", q t r r r I I r r t +r III ur ❑r I tl ql "`Irl� rl�j4 M�>�E I� Fj - .,�,._ a r t *n ❑ rry r r i l tal wI 'i I I I I i��I�I�LIII,�I,I:I Ib i qt 1 �r qrl i r( lq � '. �I�II II L���}Ir Ir. LtS�`Tlllr. III .., t j t r j 1 I I ! MQr J II Ir II Ir �... 1 I�'141 { I�I?I,IIIrIIi�I�I�Ihi;Irl,Ir . a, .. .. r , r t I t t•r � ❑r rp r rP 4rj I } 1 I III } I IjL I %.j 3� rlr r TIIItIJrIJr r r r r Jr dr r r ., .,: <: , nr , r r 'P'ql rit rit ,p 9rj rir ltp I � } I � �11 1 I ITI"T I I Ti Idrldrlgl�Itl rl ri rllfi�x IF lrlrl Illrl .,, � Irlt , il. < .za' rr r r, r r r r r r r rP qr. LV pJ9r rP rP1r rlrlgr R�IW3 I w t. } -.1..1 .1 } �� I } Itlrl I 113hi l I 11�h1 I ...... l ��41 I I�Ii l I ('�I'�Til�l a, 1 tat ar , r r r rir rllll IIT.�T I. ,IL th , 1 r r Lir Jr r r r tL Jr dtlr r r r tlr dt 1 r r r JI dt nr 62aq ' .' r� blrnl,4'$rlrLlrirlrITiIdL�,L ItI rItIIlJlIrr IIrTITr1J1 JL r L dr rIr r r r r rh rlr r„�ru h Ilr rb LlrL lr tlllr r t td dt r r r t tL, tir , 1 r t Ilr yam. ( I r s a a T 3 v¢ 4- 3 zoo vc a go �r T. DIAL: { I ! 80_ k q W4 n a I a v TOPOFCEF7 D /RE h v _70 .3% 9 p X21 Ip, �4 LT. DIKE 66GgF gcT� p I W 6 tR q fi / r -80 MCI .ham lil v F /N /SH6CR90f op q� n CoH MD n+ N� in� hx�I� � 4'M /NCO✓E,e(TYP) "h Jr.� 1 _ �� fro / / E �,i` /p32/ Ok/G:'NF/L GROUND �- �� / 70- _ , —L/ 0 8A uNE@ e — Qa� 35 o v 9O -SO VS � Q/ 14 9SQ Do' -9 „Lie, 00.8.°6 _ 35000' _B"yC@OBfl, _ \ T4sea'- B °vc�aB� _ �� a / RT D /KE 50_ _ hhh �I ti n a 70POfR/GHT In Lynn n _ - s 80 bMVC —o�m— ' a v °u 70 RT DIKE /0'GTRT IO GTR TRANS �1g. �cjR - I' pROFlL6� SOUTH POINTS LANE I "�• SCALE :: hORIZON7AL J "° 40',. VERTICAL !' _. 8' I I 17 /g l9 12 13 /4 /5 /6 9 /O II 6O- I I t l _�rc[g ti SCALE, 40' �, ? ti \ lu �, Q@ MN N s, /S,ORA /NAGS EASEMENT - -is7ORMDRA �ry� RICK ENGINEERING COMPANY Z111, .>S �` �.: ,"J'SENER tHSEn9ENl PLArvry as ava :rvGNFe RS - tANO SURVEYORS U , _ - _ E, ✓^ Se�ER aszo Fa.nas ae.io. r« meco. cnu: oA«�e sn FO T[_t °no «[ m <,. zs, mm Q c sG�B�s i _ -- � ESHEETNOl3 PRIVATE CONTRACT - ° -- dATER CATA — p Lzo- r . s \ - __ _ - - t kRA, I g H REMARKS 20' WATER EASEM1ENT - h �- /5 ORA /NAGS EASEMENT \\ -- - 17 - 7JQ 'DELTA OR BRGI RADIUS LE ) l �i SnFFi YOUNTY OF SANSPORT Q - - -' _-- { -- - - -- p ''., p• STORM DRAIN I O:PARiMERi OF TRANSPORTATION S «E(t5 i 6 \ STORM ORA /N -NT - F(JRCONSlRUCT /ON �y SYSTEM'D" - f - --- N57 /8 /7E____ _._- _ -4�_i. --i - OF/OYJC N///TEK, '� �� SYSTEM'C” SEE 3eE£r/G PLANS FOR THE,y /yMPirOVE'N£NTOF ! y . /8° 33 45 y_ 440 /5/ 75 — -j �. SEE SNEETNO /4 \ ,10 . SEE SHEET 16 /� ®/ p� TY OF SA d / . DIEGO _ _- - r _ Q R - FOR CONT /N!/AT /ON. 6s ELY ® 6 I r '.a 54° 0T /4' :440 4/9 /O -_ _ SEWER DATA _._ _-.-_ 7 \9 OF WATER SYSTEM �� �� �� /.3 g ' SEE SHEET 14 d✓ e REMARX _ -- _ - A� DELTA OR BRG� RAD /US_L£NGTNl___ _ EtE NCrI. MARK �_- ..__,_ �__ C. APPROVED CHANGES -- - _ - ___ - -_ B- KGr: ,' '" / s; '-ri _ a o :�, r' CN/SELED SQ_TOP OF HEAD W'A«. !— - °M ° .° ° ".•, -1 I ^�� MASSE._ E# 7 °1877[ 4800_ __- it'!. w �.. �.- ,.,. ,;� �.., �_ -_.. .�. s,,,.�.'..0 0073 .NO SANLFRD TA --- + , .— __. ---t ._. . _ CAM /NO DEL N0RT£fRANC_ _____ -- DIKE of -- i 35000 ' .. ,,. ,r ,df MARK �:... nr SW COFINER fL N57 /8 /7 E ,S__"_,': _.. :;..,. t:.ro _ ., ____ ° - - EGO'S EL 28.84 ....:'.4 - 7° /8 /YE -. _j_.__ iT, 4800, ,ron 23 "W OF r7ANCN0 SANTE F£,__ --- .. A. DIKENS -�.__. --7- v;_'.__ N57/8 /7E .. 43084 TYPEA r� � _ _ /7 E �. , 2e").932' , 45000 22176 NORT - -. NS7 /9 _ „14 . -_ -__, ._....__� _ ° . _ :..47884" _.. li N_ L-.flo, COUNTY BENCH LEVELS L_._.. R 30, 526.84 - y- ° fi i 145.84' t -_� 'N57 /8 /7E ;. .,.. T= 33(06" /19.476 ,o++ (LSL(GS Z574 GA RCE /8174 NS7 /8 /7 E .r /8 34 08 45000 , - 4S000 57085 — - — - -- 43200" 548 OZ' - "- '� 72 °40'59" °tron 72 °40 "59 "' „ 1 j? 25'3+'0a ! 45000 1203.85 _� iz /a 46800" 593 69' AS BUILT �' G/ FILE NO 112. ' t i i i ii i i r(r q "I n,P 1'Vl�irl q,'y J 1 I t t t tl �_I in�l�w'ao�"cl _ rt 1 ttt ,fnq�iS� �j gtigl glll� tllLtrtrry tgli>�tt+ TPA i I a t I �9 I Q �� Iillil,l u�il� {�I,1,1 i r(� t t t t tt tp tlt ,1, 1,ii,Vltttl 1 1�1 i 11l I 1 11.1 I6.� '. I. �." qn t , , , , , tp T {, ip, nI,P q�lt❑ i,lq,lq, I I 1 1 {� I I c .. q9 nnpO Itl t i , � Rwl4 l p� Ri,Illihlili�fl,IJil, {, Illl,le�,l IT,I,LIJ ITIT,1d,l il,l, I, , tppj,9,N1 't 1'P 'ir1� 111 I i i� J 1 i S r5,, `�}pp �{I, l,llt111111,Ti�Til,itldt Ili�lldildtlilL,lRilllt ii 101tpt gtlty ,iTlrit iq,l,�,OjT{ -� 1 I� 11 � )'63 pI t - vi I _ !� �11111I�I,It Jt�,61��,Ii L�d,lu,�Trlrh�,hlT 1�c^� �FF +�•�q9 pIq ITi�Til, l,�dil��ii,l, I,�J, drLnLl,�rl,llT�ll, ItltLl,Tiltii ul t�t 41,� _ 1,,T��ililllilrlt�h,l,l, �:Ll,Tiii,Ill, �tL1,TiL711, II�J, I s ev fi °, • zoo vc a go �r T. DIAL: { I ! 80_ k q W4 n a I a v TOPOFCEF7 D /RE h v _70 .3% 9 p X21 Ip, �4 LT. DIKE 66GgF gcT� p I W 6 tR q fi / r -80 MCI .ham lil v F /N /SH6CR90f op q� n CoH MD n+ N� in� hx�I� � 4'M /NCO✓E,e(TYP) "h Jr.� 1 _ �� fro / / E �,i` /p32/ Ok/G:'NF/L GROUND �- �� / 70- _ , —L/ 0 8A uNE@ e — Qa� 35 o v 9O -SO VS � Q/ 14 9SQ Do' -9 „Lie, 00.8.°6 _ 35000' _B"yC@OBfl, _ \ T4sea'- B °vc�aB� _ �� a / RT D /KE 50_ _ hhh �I ti n a 70POfR/GHT In Lynn n _ - s 80 bMVC —o�m— ' a v °u 70 RT DIKE /0'GTRT IO GTR TRANS �1g. �cjR - I' pROFlL6� SOUTH POINTS LANE I "�• SCALE :: hORIZON7AL J "° 40',. VERTICAL !' _. 8' I I 17 /g l9 12 13 /4 /5 /6 9 /O II 6O- I I t l _�rc[g ti SCALE, 40' �, ? ti \ lu �, Q@ MN N s, /S,ORA /NAGS EASEMENT - -is7ORMDRA �ry� RICK ENGINEERING COMPANY Z111, .>S �` �.: ,"J'SENER tHSEn9ENl PLArvry as ava :rvGNFe RS - tANO SURVEYORS U , _ - _ E, ✓^ Se�ER aszo Fa.nas ae.io. r« meco. cnu: oA«�e sn FO T[_t °no «[ m <,. zs, mm Q c sG�B�s i _ -- � ESHEETNOl3 PRIVATE CONTRACT - ° -- dATER CATA — p Lzo- r . s \ - __ _ - - t kRA, I g H REMARKS 20' WATER EASEM1ENT - h �- /5 ORA /NAGS EASEMENT \\ -- - 17 - 7JQ 'DELTA OR BRGI RADIUS LE ) l �i SnFFi YOUNTY OF SANSPORT Q - - -' _-- { -- - - -- p ''., p• STORM DRAIN I O:PARiMERi OF TRANSPORTATION S «E(t5 i 6 \ STORM ORA /N -NT - F(JRCONSlRUCT /ON �y SYSTEM'D" - f - --- N57 /8 /7E____ _._- _ -4�_i. --i - OF/OYJC N///TEK, '� �� SYSTEM'C” SEE 3eE£r/G PLANS FOR THE,y /yMPirOVE'N£NTOF ! y . /8° 33 45 y_ 440 /5/ 75 — -j �. SEE SNEETNO /4 \ ,10 . SEE SHEET 16 /� ®/ p� TY OF SA d / . DIEGO _ _- - r _ Q R - FOR CONT /N!/AT /ON. 6s ELY ® 6 I r '.a 54° 0T /4' :440 4/9 /O -_ _ SEWER DATA _._ _-.-_ 7 \9 OF WATER SYSTEM �� �� �� /.3 g ' SEE SHEET 14 d✓ e REMARX _ -- _ - A� DELTA OR BRG� RAD /US_L£NGTNl___ _ EtE NCrI. MARK �_- ..__,_ �__ C. APPROVED CHANGES -- - _ - ___ - -_ B- KGr: ,' '" / s; '-ri _ a o :�, r' CN/SELED SQ_TOP OF HEAD W'A«. !— - °M ° .° ° ".•, -1 I ^�� MASSE._ E# 7 °1877[ 4800_ __- it'!. w �.. �.- ,.,. ,;� �.., �_ -_.. .�. s,,,.�.'..0 0073 .NO SANLFRD TA --- + , .— __. ---t ._. . _ CAM /NO DEL N0RT£fRANC_ _____ -- DIKE of -- i 35000 ' .. ,,. ,r ,df MARK �:... nr SW COFINER fL N57 /8 /7 E ,S__"_,': _.. :;..,. t:.ro _ ., ____ ° - - EGO'S EL 28.84 ....:'.4 - 7° /8 /YE -. _j_.__ iT, 4800, ,ron 23 "W OF r7ANCN0 SANTE F£,__ --- .. A. DIKENS -�.__. --7- v;_'.__ N57/8 /7E .. 43084 TYPEA r� � _ _ /7 E �. , 2e").932' , 45000 22176 NORT - -. NS7 /9 _ „14 . -_ -__, ._....__� _ ° . _ :..47884" _.. li N_ L-.flo, COUNTY BENCH LEVELS L_._.. R 30, 526.84 - y- ° fi i 145.84' t -_� 'N57 /8 /7E ;. .,.. T= 33(06" /19.476 ,o++ (LSL(GS Z574 GA RCE /8174 NS7 /8 /7 E .r /8 34 08 45000 , - 4S000 57085 — - — - -- 43200" 548 OZ' - "- '� 72 °40'59" °tron 72 °40 "59 "' „ 1 j? 25'3+'0a ! 45000 1203.85 _� iz /a 46800" 593 69' AS BUILT �' G/ FILE NO 112. ' t i i i ii i i r(r q "I n,P 1'Vl�irl q,'y J 1 I t t t tl �_I in�l�w'ao�"cl _ rt 1 ttt ,fnq�iS� �j gtigl glll� tllLtrtrry tgli>�tt+ TPA i I a t I �9 I Q �� Iillil,l u�il� {�I,1,1 i r(� t t t t tt tp tlt ,1, 1,ii,Vltttl 1 1�1 i 11l I 1 11.1 I6.� '. I. �." qn t , , , , , tp T {, ip, nI,P q�lt❑ i,lq,lq, I I 1 1 {� I I c .. q9 nnpO Itl t i , � Rwl4 l p� Ri,Illihlili�fl,IJil, {, Illl,le�,l IT,I,LIJ ITIT,1d,l il,l, I, , tppj,9,N1 't 1'P 'ir1� 111 I i i� J 1 i S r5,, `�}pp �{I, l,llt111111,Ti�Til,itldt Ili�lldildtlilL,lRilllt ii 101tpt gtlty ,iTlrit iq,l,�,OjT{ -� 1 I� 11 � )'63 pI t - vi I _ !� �11111I�I,It Jt�,61��,Ii L�d,lu,�Trlrh�,hlT 1�c^� �FF +�•�q9 pIq ITi�Til, l,�dil��ii,l, I,�J, drLnLl,�rl,llT�ll, ItltLl,Tiltii ul t�t 41,� _ 1,,T��ililllilrlt�h,l,l, �:Ll,Tiii,Ill, �tL1,TiL711, II�J, i I v a J K /.9fLEFIO/ E Zi Q � roP oF!EFroiKE 120_ v l40_ v 7OPOF!EFIO /KE Q 700_ _150 o o �a ti ti II aRiGi /,ar L LT DIKE cRDaaD 0 I° T. DIKE L /NE P OR /6 /NAC 6ROUN0 N �I LT. DIKE �I� oo / zwE�CN�N tih LT DIKE � F /N /SHFCRAOE.. \' l20_ F /N /SHL'6.fA0E �N ��/ 140_.. 120_N wN yn) /NEB i l00_ /v G tih +hNi �OVER(1/ ' F /N /SH C'CRAOE v� N 1 ° Q b d 100 t OR /G uNEeE f30 _!50 1lie) 12-11 �� Co> O 0 o ® Bd N @ g i r / �l'ti N not - pC a� 3166 / @I� aw vN 4 C,2yg? /7Yp/ -- qOP � 5o //3 / 120. �I !00r BO_ / N III 32J/9 B "uc @a40 _160 _130 /GH70 /KE `" 70POFR /G'HT 0 /KE a 26RL}7L8eNC @04% - a FR PO / 0 � 7 0_ / 737R ax' GHTOrKE 120_ /4 lOO_ / ti v Z I V �rOPOFR /CHID /KE RT DYKE W RT DIKE RT. DIKE Igl° b a i ri RT DIKE v v PROFILE.• SOUTH POINTE LANE 28 29 30 _I4o I .SCALE: HOR /ZON7AL- f "= 40' VERTICAL VE23. 1'.EB, 24 !20_ Z6 27 25 80_ 20 21 22 /00_ RI 26. R 25. 27. %N F NI � '��J� S O \ ;— n p fs I 1 2z § _ / 23 co �7—' SOUTH PO /NTE L s / ti' tt 2 2 1= m- v e - ZZ / 01✓5@ 7 MH EVO ti v I N0- _ J .S7 /Ni:- t?t/ALS �if'Pi 5Q v of Wl nh \`CP °N SP /CF rdSFMFN/ i I ! /O. RICK ENGINEERINC COMPANY PLANNERS CIVIL ENGI •L i NEE RS .AND SIIRVE VORS D.0 (aIPRS ROPD SPN DICGO C OR Ni <S2110 TE'EONONE -_ , q'TE,aL t� /C DATA _. PRIVATE CONTRACT 'I a rE� DATA _ —_ — _ -- ,4EMARKS r,E�' — courv,Y or SaN01E6p _-- /> ✓fLr,^. Gr :?,UCA /7't, > ^�cFNG7�'� _ oEVnarnrErv, Of rRarvsaoa,ntlory s�� *s -_ - REMARKD� t hJ G£ Tfi OR BRG h'HD /US L£NGTN _ - s ] _— -- — ,. /3BB6, evc CL.200 !. AY5 °22'42'W 159/8 , _- = - — N/51242W - -_; - -- `% 20 3o'OZ" 600 2/468" H 0 / E lMPROVEhI°'NTOF 42082 8WC CL. /SO - fi 0% }C� ' t 25%8'20" 60000 ' j F SF DI EGO GO U TY 0 y' �s / j 4 1 242/38'• 6/0' 2594/'. SCALE. 1 "- 40' ! RA r 3713 ® � I l TA DIKE DATA NCH MARK _— DA t c .COUNTY APPROVED CHANGES kc . , . �r -- ' ;� lA.7RK,i h _ °a =- ¢^ P073 CH /SELED $� TOP OF.NEADW1ta -- / S LENGTH REMARKS - — a 1 TA OR dRfi RADU _ — ---Y. r!sr Rwno'. - — NYJ fAEL ``: - 559/8' ' TYPEA "A.0 D /KE < - j AT SW CORNER EL cqH /NOQEL NORTE,eftANCgO SANFE R�� Y`,,,... g -' -< /46.82" 8 " VC ! N/52242 "W �, I: t N/52242 '� --;'` 559/8' I wEAnom 23'WO R CNO- SANTEFEF60'S EL CAMlNO e. 331.04 N/5 °22'42 -W ,. a - °. N /5'22'42'W —__ ,,' /S °30 "43" 582.00 . /S75T I I _DEL _ -- �-^v •• 1 ? 37/,3- l - -- ,. alcoao reuN+ COUNTY BENCH LEVELS -- S 1 CEGS LYLEFGABRiE <SONf7Ct /8/74 - o,179?9 _ ?..'.. 45 °4B "22" 6/8.00" 49407' ELFbaI10N IG8476_ — DAruM1%S I - - - - J 20 3002' 60000 2/46 ray' 2D%90/" 58200 206'18' -__- ,b�L.�,S�.. �,• /a rs 23° /870" 600' i — 2F50D' . 'AS BUILT' 19 FILE Iv0 1 I, I 1 1111 III /IU Irl I VIII,,, ' ❑l2 n r I II'IP 111jIP T(rl �' Ilijl ,, Ill, 1 III ,II Ipil ,11�III gltlVltlllllltll l]It41I' s11)IIII� Illtil I��� I �� � L. {'� I 7 tili6ilt TlRitl lilIa.i �l. tl Lli ll lt��9lltlll�ltr t.,�._. �„ qn tl,l,l,� IplTlq� R�} nl t�II 1 I q5o ¢ 1�IIIJIIttlilllul ,l,I�I,I11lII,ItI r II1 q,1gl 'ITjr nl'1 1 a° IrLIIIrIIII�IIItILItlItII�tJlliLtlTliT�l II11JItIT 'IIr111J1t1�fIt1111J�tIII 's; Ih 1I a r qc lU ,.:. IP 9111 ❑Illlrl'gI IIII III nqI "'pill {LL I'.I'1 �c QQ I - {{}} ❑ t I 11 I 4 1a ,,r( ¢Q i �IId El10t Itll dlh I i I t I•tlnlll ..111 qI q, Ilpt IPII��II {TTTrIII .1'1'1 111 1 I . {.. 1 Yid.„ ¢� ! i `(� I Il -�� I.. LJlll+��� r I II IIIIdIIIl i11Ilt1hllhidi T'�Itdlllblli7 Tli'tdl iIl I r _, ail I t t i I I,t Ill III l4 III II1tI gl�RtTgllwu- ipltl I l� 1 , I tu% I I �� °..„ �h I ITIT t I III L. l_II,1��41 ::j IIIt1:J }. X111 I I I I t' 1 I .,••" 11111 III I rLtlll 11i I I I 11L. JI I I I h E I r 16 ilt l r l 1 d1 A , 2' I I�rI?i 2 218 'fl I It�141 I `IT�i�l I 11I�lIh Ir ItII1111I tILlilllr 1 III dr I I 1 1111 III I I I I III �6 J�LIIIdiIl111 11111Jilil,�dll}1{I�II �I�� °IfIIIII ''. ° I _ LJ 236i'I� _._ /9920 Ell n" &J" I / /Bl . 2.�?0_ 2240 .1Z 4J 5,142 q 160_ l38 136 LT DIKE a p �� ti srKANSirow I v • 1 L ' /LINE TRA,US 140_ c y h v h h mo PROFIL E: CUL -DE -SAC SCALE HOR IZONTAL 1 '_. 10 , ✓ER7lCAL 1= 4 I p - /5D_ v z BA TOP C 'I 31•447 \ B "VC 'PO4� lE \ x/6445= 5 " ✓CG�04 % ��o ' c MZ �� � /8333- B " ✓C�o4% -- �`--- --'_"'_ ,� \\ 70PRF�4 /GN70 /KEG � � �a o� 130- 160_ �2 IRG, _ �� 2�.. ?dam � p $$$ RTDIKE h h~ 0 a PROFILE' SDUTN PO /NTE LANE s SCALE: HORIZONTAL ! "= 40', VERTICAL 1` =.E� v 34 35 36a 37 �1 rL 32 ° 33 140_ 30 3!! 221�r qua IN c q pF, _ ��� lJB9 /N9GE EASEMEN7o'? ` � n�, ���t "• 7 {.= M/V NOI9 PA .. 3178 R �`-SUBOIViSICN 63UN�ARY <• _ l- h� S _ MHNO /Z ' �86 3 3450' 22. —" 5 _T_ ro., �jQ4//D7 _ 37 *gj 9 2� d g4 4!("5Elr: Ed 3S 4 3 37 i O 37 f C d.iv 9n . °i V H - PO /NTE LANE 6 a / FsrrP /S74-r a /N /Er ryi r2/ � >:7TY0EB ^0X8 /� ✓[rT_� �� ih/ 61 `"h` h a�: o _C ro - plxl I �'I m ,� ". al /0 "OR�7 /N/ICEEASEv1EN7 I, ORAiNFISE EASEMENT 1 1;1\ �''�IS�:> s l*tl O VI 17 it I °z 18. R 20. 19. 5' RICK ENGINEERING COMPANY a� STORM DRAIN SYSTEM Z L o P AhtiEHS CiV EtiGlh xR. IANL sIIRaEYOes - „ ( 562u fR� <RS RO>J. S..N D:�GO C•II OR P Z 10-xEtETHONE fJICi 29, p)OJ RAIN SYSTEM F" I I I II I I Ii sEE sNEE, N , STORM D SE6s//EET,VE) PR94AA�� C ®NTRACT / -- - — S�N DIE �� OE44RE MENIYOFEiPANSPOROi.,;IpN — 17 rr df.S II I 5A 7H _ _ -- — cam. o _ AD/ s _LFV_i�;- REMARKS CURB B OIK _DATA _ - - ' . SCALE !" 40 PLANS FOR THE /MPROYEinLN'OF B AC CL/50 ; . c , . `; . '�' ;;�ti "v'> _ _ DIEGO .` 955 05 - _ 94000 - /6272 .. _ ' -. .. ._ %' "- 23°2759" 6/800" 253.1/ TYPEA "AC DIKE I .. _ . -.r n ._ _....I 440 ,v' 1 SEWER . ✓ATA _. --� �' TRACT 3713 N43°5B 34E _ =' 23'2759 ". 582.00' 238.37... - _ - -_- - -- ' -_ BENCH MARK _- .,, .93200 /6L33; ^i0 DELTAOR B.RGfi RJrWS ?LcNGry R£MARkTS� CouNTV APaROVeo 6 # _ fi ,. 968.00 /675 -_ 60/9' r 8 ✓ - _ -. ° 05 $2 6'0000' _ _ ^ I - °�� =' ' '' °" � OC 0073 CNISELEO SO TOP DF dEADWALL AT a. - ,.. .. « 9SS „ , />I 3°44 _ -. -4 �� -- - -_ �. -_- __ —.:.- N - .-_1N0 DEL NORTE 6RANCBOSANTEFE .OR RTMADNAV_. > -.. , 38/.83' }- _'-__ `.° .07° ± GOO .00" /8533:. _ . . SW CORNER EL CAM EL CAMINO N433834E „ r /743 __.« _..J * ._, - _ RANCNOSANTE 660' _ - - -;- 4' , .. •, : .:�yi f,1 ... N43 °38'34E 38/83 .__91.5"s OS" 95000" i /6'445 DEL NORTE OF _ _.. - -. _ f< ""`° •,.,';' d _ T M ° " 23.61' - - ---± __.. -? 350.00 I NTY BENCN:LEVELS _ z - - -- 45'05'57" - -- °_- ° ., 4374" 45 0$ 57 3000 i< N43 _: '- �-1 - , , ,, COU - -._ _ - _ _ V / 23 2759' 60000 2 4,g °05'57" 3000' 236/. 8000' '^ - _ T8243' l IN43 °58'39°E 1 I JZE FGABRIELSOh PC _18.04 37/ 9 °33'05,,. 95000 43000" ul 270 °I / "54., I 3800^ I /7920 J N43 °58 "34'E GA,S By/LT W P n d ,,.:... - rnrininll ^„ ,1' rl x. il,l ,pI'i M rir�rlr lrl rl �' ��1r I'I rl �r r +' /'VI'I'I �-• i ri I'� �F' �, h I �$°�. -. I qq! r I r t i r t 9r t❑ IP rP q,l, ,1 I P,q.( ".1 { XI p i� C, r, Cyr, C,,niin, 1IIITT11s topitpri #I�) lrp,�ttJ 1�1 �i.1 l) Iry I I -I -_�. I 1 �r,� IfI,�iTIT,�iI,I�li iTl�ililllr�,liTh L.,L.f itiLl$iiilrl,Il .. r[i � -gild Ir + I J , I �. I I I Y IT�I,1t.,1.,I = „t,tttP alfi6+:trq, rV qat, qi tP qr,1�r„It t, (' mP +� Ib= � I � 1 � ITI I ITIi7,IJ,I,I,I,�Ir Qom+ Q 1 "�i i,I rlrlxhl,Ti ' >. 'I'1 +1 1 1 , , ,., , a Ill , , y, ,Ir q, '1 1 ,•'I'1,t, It111 1�1' +. L +�� 1 I I = 1 1 I I IJ,I'TIT,IJalil,�li�Ti�d,Id,I TI,hI J,ld�.'r�'1'frlLlrl,i xl iliT, I, II Jt , , I I +� i 1 I � I 1 1141 I I LEI I I I�% 1 41 i I :5,i,l il,liliTlTil,lrl,hl Tl7 G b .i ,u11 J. , : : , •• 'hi ? _ TOPOFLEF70 / "YE TOFOFL EFT /'/KE ✓ _ 1 _. l l rw sF LEFT O/KE � V 10 m ti er M p /30. ti Q //0 I 7," " I „c 2 0 oRnAGRa NV L 1. DIKE I °R ORIGINAL Gk0!/Np L /NE @£ \ LZDIKE LT DIKE °� 7. DIKE I C o \I \ � ci F /N /jjj ,�',oy aj M ti /IO° �i O' /o A/ T �.y:) F /N /SN GRADE % /0 _150 _� z p�� ��� I30_ ll0- 10 -GTR TRANS 9O_ v �m / / /O_ h i/RIr v Go a _ > 90_ 70_ D'GrR� °� j CeJE p1ER �b�INiy / a P / m ` 7,7POFCURG ZTR.9.N.P_2 / R�� �� / @16 oa �,Id a jTO T�_ p ra v A �, e 1 ✓701.8„ �. yis tih� 25 tiC 0 .NAB W Q �o Vim/ i h h °ti bi'"�/ + 4Z 2' 2 / h M+ � _l30 o �8” vC @ 9 / 8 "VC 16 //o- /Z ✓53 90_ 38Db1 �o - W I v� 2 Ll�70_ HT74_ s 10 A Into .' _ I //O I TOPOFRJGHTCYlRB 70_— } 80_ z a m d mP ✓F E7Rti _ _ — � - v v � I al I HT DIKE RT DIKE o RT DIKE o AT. DIKE h �� : PI PROF /LE CURE RETURNS �" PROFILE" SOUTH POINTE LANE 130 III ti t 9 FO PROFILE: / „= 2✓ VERTICAL 1 "-4! : o`�`y� . SCALE. HORIZONTAL f`= gC ✓r_?TlG,4L / „_ P, Jr. ll0 6 7 60_ 0 2.5T;� l 3 ✓`0- 4 I _ I R 45 R 44. 46. I i - Q� \ 47 5 �I ti s pp SSO�M BA /N ¢l "� '3 m z; `�h,. '��.:,- S p:C 9 A V e ,nc� p. Or 9 W _ SfE5YEET /S BPCR� d %ORAINAGEEASCMENT '� "�.. .'Q :I �� ; ✓r� w 6 8 „PE��b�.'. 12 , 5 _ SUMMER I s ot� � ru�,✓iEn- yr /N�LanE I Z � D �; ,/ W /ND y�r 7 girt � ..- �3/ o .0l o,a 30 Ja \ m I h O' Woly ^ ENGINEERING COMPANY o 41� RICK N ZB M +R LJ. K' — PL NE PS - -Il'I ENUINf EP: tf YN SIIRVf YOFS S - SE SHEETNO E `” - vn:o r[LtaHOne tna, zsl mm CURB 8 DIKE DATA E , ° 1 YE MA > s y ONTRACT -. ' , c ° i 3/OS3' i.B "AC CCPCU'_: I------ _. - - -- r;- I DRAINAGE EASEMENT N32 4/43" __ /7 .R7 °DO'OD” 3000' 4712" TYPES CURB•GTR ; -.. coumry ov sary oifco -- 47/2' t ! 9°L�''24„ > /D' , 8/06 !,. - C C. 150 :. _ _ - - -- -- - — - 900D Lk7 3DOD 5/D 6976 BA C : 9 p[aaarmE rvr of raarvscoaranon emus SCALE 4C' _ . -__ /600B' ” _ FLANS FORTHE IMPROgVE/MENT OF ��±± N32'4.''43 "W 27253" TYPEi, ' AC O /XC 6'6424$ COMITY ®� C°/9� D�Ei7® g N32$743 "W 27253 /4 °24/5,. 59-0-' --y? T4B 93` n ry I' 48204 13349' I .5. N34 °Gb"40 "W I 2D97B �_ -- .a I -- Z- WG ref Jf+ !'.G - -� '. /6008' BENCH MARK ° _ ,� I __. _ -.: -. N48 °3055 "W - COUNTY APPROVED CHANGES i r r. .;, E,1rp T .4EMAAK3 I NC ..n ,��. ,y A,:. ,.1$` ,. .. __ -_.__ .. ___ ,. O'S1°W /60 D8' -- e LC CJZ>CrSt!ED $Q TDPOF HI A T,- A_$e_'_ a m.: °�: 2 /✓ /�%a.�. I £. G .. _ � 2053' N4B 3 1 I -- _._ -._- -,- - - A HO SRNTE FE RV FOR R3MAS5MAN .€ r :32,93:3'' 8 VG ,..� f' r /4 °24'1$ ! 61800 :15537 ___I _ ._T CORAtR cL CAM /NO OEL NORTEoR M_'____ -. >..., < , q_ "! _ _ --�. 15 °49 "/2" 50000 13806 76547:. L, _ - +,. - -- - 4 = ° ! /3806 ,- _� - ': 10 I Y4 °Z4' /S -' 382.04 19631' - 2 ?'W OF °ANCH05.9rYiEG60S EL CAM /NO OEL 15 49 /2 ..x 500 , -,r ..W 16008 ° 78. I _ s«ro.,...1" Flfv TM -.: 1 N48 3055 -., r. 208 , > -.. /6008 -_' .; 2. 1! /434 O6 40 W __ - __._. ___ -] N0"47E - __ �, _- - N48 3D 55 W r 758 60000 15084 - -. /'0 /✓N?'Y o ^EN N vE'S_. 'J`a. -- `,- -. 37/3 / :. /4 24/5 r— _...___ 2D878" .._J al �:," �, 1 _— - �.. 14'24'15" 6LYLOiO • /5084 _. y 12 N3-:'O6 40 iL — --.- a„ -�. -- }_____. -� � � F ,;,; ,. JS.0 ,>GS LYLE FGABR _ °L SON RCE lBl74 _- ° 208 - � `20878 _ '�. _ —.. � A� 3UIL s . i - m i 1 : n1 ":p :;: f0. 1, H rtr]gr : {I]13f rPIrN� "'I'I r]I I1f •7:, rLl:i �'ITIf� iri I I lilcy [p�i� -� 51 .;.,r ,. . . j7 .... � �' .1 .. I n... t1l.:. , 1 Iir , . , L , E` i .T, - � I y : I .dli i , + J � i1,1:p1,j .. � :ry, 1 I r1lrnI ijl,: �:p,,r Et I rlil 1�r: LI T1ry:1 I l I : Ih 1 ' I I I L i t :I ,: E Ui 1 l IQ q I� : , '1 r1l6 n ry I ,:i h I. U:I i t I I ,1I1, 1 I I:ph, L i dq_ r F7]�•7 b a j *7n . ]r � I, I: , r rrIr. 1.n I � i n I q, L+..,.: I 1 �i . . -�i 11111 � ,Ir, I ,J _ all,lrl rIiIT1,L I,I, I ur i rp q} . I rU 7`' rlgl P hjt 14 J i I 1 P I VqI:IlI `. iST i I II�I I :I iI�� I ii:I I � i I3 T ,I I a f I:1 1 :I,I tT,_ lil, ��I,Irtr':Iq T �hLI E .I,qI7 ,I :I�I��•.IJ�qTr':�Q ,1,11�1 il II�T uiii�1�.YY6+ @'i �I J tl1I IIIIITRr Ir, r 1 *I f } ]t ,I lI I ]r 5 YP t,r � II �� I, ,l N. : .,IrIJI i I, 1r . ( 317 r r I , �25 h 111t r' r sus ,, I p N `1 7T T, POF L EF70 /KE� A / 4 OR /6 /NAL GP,?✓Nd r �, f LT. DIKE �I � I ° i n IN t a / pro F /N /SHJ RAGE FiNiSHEGRNOE� °°� o`C i i h �ti yl°" °�'N N 170_ 150_ . � I � d CpG 4,Nj T 0 V ti �`ry r I galOW° v C @q2('� oo �:TPBAL ✓AIER - _ F 170_ r�POFRrsNrDr E\ I o� b °' W�. o e o 4YI 01� �I RT 01KE NI L ` 0 SUMMER WIND LANE RTDIK_ F j h PROFILE ^z _ - SCALE: NORlZ0N7AL 1' 40. vEATIGAL 170 /4 15 16 /7 i3 !9 20 150_ 1 � 1 ARM DRAINESYSTEM o z ! v olo yyE A� 0 �� I n 0 N c ��' y .. e SUMMER WIND LANE e v N N 38 S4 a e Y� r -- _r— 2 -UL I SEE OEr9iL-SNTZ _ - pRdlrvA�- ` r . °,� �o z o of ✓ �- II 3„ scaLE r" ao' ' - R 34• EERING COMPANY RICK ENGIN :VI C GINE_N, LA U !U ,I RS rv.. �l N �.� E l 7l 3 r a��° 3 ? O Y3.'J -rEL... 011L O,a, 391 >szJ:a.a� aoa� s PRIVATE C® � I alp I®ITRA CT ? ' ^" P V COUNTY Of SAN SIT (p 7 _ I K•i - y - p(PF R'ME Ni pi IR M1SPORI aIIDM1 s�`FTs .,_ IJ - , ✓6,h _IO a -FLANS Fok ,T/C IMPn "Ot/EMEN i OF I :._. -. DIE 37'12'44' S /DOO 33/23 i B AC C[•5✓ = 443 63" - z: 30 °45/4 5-/000— 27375 _ _._ DIKE ' X' {,,FL T4 a. ? r'£MRFXS a BENCH V1APK TRACT 371, 0 3/305• TYPEA -AC DIKE ;i : COUNTY APPF�OVEO cr1ANC3ES ° •• r - 7 °/2'44 ... - FA .. T —_- _ ' -.. OC O�T3 C_N /SE. EO SJ TOP OFHEADW 37 °/244" 4820 3 5-0000' 32474• 8 ^VC _ ALL 5/8.00' 336.43' a. _ - - 371244 .. •• /3457 AT SW CORNEAE[CARING DEL NORTEcRANCHOSw FERD r9R •�'N r N7r' °/924'W' 44363 '._x . -30906' " .,P3'W OFRANCVO SANTEe60S EL CAM7N0 ` '4 ,.' .. 3 3• i< # y N71 /924 W DEL NORTE _ -___- ��. _. FBc_ -_ _/ C<, I - " -I6 33" N71',19'2 4 IN 44 6 i <'s' ,' 30 °4574° .500 00 4034 - __ _ 37,12 44 30DA% 32474 T 8 - _ .. _ _ 30 °45"14' 48200 25872 - a ,rc _C07NTY BENCH LEVELS P __ - " - . 30 °45'/4" SOO.00• '� , 3717 N7i °I9'24W _ _ .. pa /(9476.__ I 443 6.� -- _M _ a ,T °/375/' 30 °45/4" 5/8.00 2.'8.04• T,�_. -__ , . >- U3 Gg cY c _ I � °4 Jr /¢, 50000" 26838• .... _ __ — _.-- n'c; it __ -_ --- b',',I4 ,�I 1�,r Ir1 qI II IrI•i rplrlr l;ll�rarI111I IFj'u'�rlI11'11uA11 Ill�rll'j Irlr ,ril! �.. � I I . I� I {, ,, � - r I I r a +11 tF r U Ifl IPI =r• II(I I I � I I ICI � I -...1 I. '. SI ..517 I Ir: . , iL,l., .. n �{: } . � -. ,.. •_ r r (t IP pE P r E grflT(?p I r i1r 1 IS I 'I � I � r? � . .. .: 1 ri r I r r r rLLr YI itiirp r[[r q � (r I �y - 1 7 Sl�.r „- .I1;tIr51�+i A.I tF11: Ti.Ir (Ilnil iliL � "IT Ll�lil�l�. I Lll ilil�,.l. r '� ..: I� , r r``i� , r rl ❑r nr qr qr qa r rrpll(Ilrllll I 1 I.I I 1 i61 � I 161 I :: ":.' ..,. ;, r,lrr .I• I Ljl 1„I I I I?., i? pa ,4 ,.,},..;1,`t���Llrll„I'� I�IrI1rI, I�, I�ILlllnrl ,h'��Q�InrtrlJllr'I�lrllarhlll. _, ,'r ;_. .. :. I L r r a Y r r r rll , V r(• :,, 11 .rlrP?I'1 1 I I I I I I. I Y I r ,i i rlll,Irli�'r�IIlrlrlui'��IT11 rIrldrlThlald 1 I I ��r I I 1 r I r nl r r r up r(r r(I r(1 p;rPl j.✓•1 i, ,4ri, 1I'I`� .1:17 � Tr�� (III I� � I r �il I .r,�,' � rthllnryr q.l•p I jI±J II II I I�i I, 11� r o I I 33j�r, a� q IT�TI I I I TI Ag, Y1 ( I�. � I I �3 yy3 4 ;r rT ITII71 tIdrl JrIr IIITIrnlrlllrlrl�ITIIr Irl Ali r r r r rli rL I r I r ilt ill r . r r tlr llt lu r ,. dr rlr .. .. , his �,>,,,,;rlll,,llrlrl,lllllrlr lr ,lrlrlrlll,llr p� •, ,, ;. '' "� gGt lj :�uavhli lr��l:rlr, r�Jlllllu,lr '.r :n1�rl,a,hl T�c, IIL I111r��ITIIIIIIJI G. �t 3 ,. { — I �„ ✓c � ti I RA,vs $ h a iOGTFTRAN S LTGlKE 0- iell - -� z '1011V e6)II_c-R�Typ) ♦ vo _ �. �� MaB� I 7naoFBaC�✓97R \ \._n % rt�� D / 1. /725' .III Gti ^k d49' /83- 92995- 8''KC @D4% �3 / _ I /eso' I � I I I I �� �\ m• �I a, N K /70_ / ~ IB4_ 70POFC /JRB � V 190_ �W �,I � �I mW �� � �g � �W \w h ti 732_ a o� ti m ti � I /OGTR TRANS PRZFILE-- CU- L-CD. E-SAC /CJ GTR TRAMS RO E H _ 4 RT DIKE SCAL PROFILE SUMMER WIND LANE � SCALE. HORIZONTAL Y' 40' .,. VERTICAL 1 _ B. „'�- 2C 27 .. 2q 25 S c X 2! 22 23 - < 170_ ua r ; u r; 1 -- -- N77°SS "22 E /226 ' _. Y'77 5572'E 122 56" 1 8- ETC ' 75 °37 OS" 25000" 32335 T=,93 .,B' 75 °37'05 25000' 32995" . _. /2928' /928' N2 /B %7E N2 /8'17E 30 °00 '00' /3090' ' i <bc, 95 !I 0 DO 00 "" 25000' 3 — 03090` - - - a I, ro CURB DIKE DATA - '�...=A f ; z j z . ,} I'. " �i � �E F� \ � , �E � o ' .r _ L ? `-� -..%� ? + rY r` r�\ y ? � � [�r p 7� � .�' - l ✓ y/ ', / .. 0 Q \0 R AI: AZ 1,� g \S y E /✓E . a ^° yN,,� . \ \ h 4 ., , - g / l E 7' i / ' ' / / / ! C6 �. .a/' r � .4. „ TX � �' 'q � )µ-,,_r � ; > i .. .E ,- ; - % kc C .. , ,..✓:_ ' " T r . . .+ . S/9 6 " TYFEA -A C.OJKE /77 5 "22 "E /Z2 9 � /2256' 8,40 o I D 41 o 5"E 343/4' 232x" 75 37 05" 26JD 75 °37'05 Nf N2 /8 /7 "E /2928 26800' 35470 75 °3T OS 24000' 3566'9 1292e" Z/ 29 10911 240,00' ' 129N"/8Y7 E ?0 00' /7 11E, --- 140,32' -LID-0— 300000' 269,00' 7° OJ USE '.. _... -. 232.00" 28 72 l0 j 66 0000 p .0 < SGV ._ " /4Q r 223'0532 3800 96 L -7491. F _ F. R .. N v 3 � r E I y -\ W r. s "ucSEw/H 2 / 2a so RICK ENGINEERING COMPANY r ��� B74 . N/H i /BAC QRIf�lfijf ' P Avn�R' c vl ' I >„oEU "aa aoao. swrvI GiNCER� LAND SIIRVw OFS ,� ifGO CGL'I OFNG 9�1.� ELEPHONE IJ IGt _9: OrOJ 4 T✓?E U'_ ^ ✓kda ✓« _PRIVATE CO— o1VGTRACT /' „ �V }I * r ✓T,J %-WS. ,TL -- — — N DEPARTMENT OF TRANSPORTAI ION J- :.— sHEE`S -- R x 1 � V �9�" 31 -. PLANS FOn THE /MPRD�EA9EhT OF f� II9 A �+��qq,I SAN / �± ' 3E V „ n 6mot Fib FJi�JR+ A���i.� STORM GRAIN SYSTEM H TRACT 3713 _ — " I. ! SEE SNEETNO /G. BENCH MAFaK - COUNTY APPROVED ('RANGES. a;. 0 ^007J CH/S'LEJ SO_TCPOr HfRt7yYAt T_ A ° -2 - -- SANi< FE O CORNER 4 [AY /NOOEt NORTEE`RANG/D _ �i' _ „ , �., HR H oN I f R I I TEU +.,pN 23 W OF_RANCNO oANTc_rE �6d 5 Ec CAM /hJ � -- -- SCALF f "f 40 ,... . 1lu,AO1P11 COJAITY BEN d!E ✓EL —.-._. -.- t�� 6- _ .q_y .3 /.3 f ,.n,,rion //9%76 -- la �.>r ✓v e�S_ - -_ LYLf_f,S/+BRIC�SOM1 R_.c 1B174 i -- I l I I I I III Waal; ^y I. 1 r l l r t III I� ❑ � I I I Ir� ± 11 llr l I ' I � ,. II III ,r I I III nIII Ip IL L I r ItIII I I.r I I� VIII I 117 I III l„, Tin ,P 17a ,phIplgl 1pll III:IIpI '. I.:IIr.,.l � � I!� I I ,11',111:1.,1 VIII .� I Fill[] , 1 I nrIlp I�t 11 1 I 17 I I I I ,I 11d IIIIIShJlillilll�7r $' "IIIrtIL115.I Ihlll<n� I I I�I„Tt r,irFr In FVlgr p {„ �Tt I¢ I I I 4 C, (� S� r�I In111I�Inllp! rltr '!`t`11111L111111111:LIA.1'. � FS I •.I�r� II III II IIITIRIIiIIIII IIITIII IIIIII:ILIiT �TinL - -. a. r ,� , nnI� .I "11LIII Iql 9111`�II r11I�1E lI lII SG, ' I (I L� I , � _ _ 3 nnQQ I gg I•T 111 r711'l'�il llllll nTI�I11rIr Iir 7T 1 .. u�ITll :r 11b1) I�ItI 1 II „ I , t III Ip 1p I II!l(I rp yli Ili 1111 'I'I 1 I I LL �. I I I� I. I 1 % r IIITill llalilllilTilil111 r;11���i,1,3, I1i1 {ri llT,�d 111111 r 1 I w Jt I I - _ L�I�IIdIInA ,�411111aJ17�I�I�Ilallall '" III�dfl�llllL,11111111'Ihdll II �5 1 ?r�Q p�7 I �i�l I )���I I I�QI I L..,, 111011rldIl16rd111III ' �� , t:4 L.:II IIILI11.1IITi 1.I IIIu ,I r iL ,L I I I III IIL1 I I I III III �a G: 3491 3, I `v� IOPOFCEFTO /Kf'V �N _ _. /293 �� e 0'`v I� Z CC i y° �`+� � o � oI'o ' e - a v`� O `o b � �vh � Pa o ML E� L . /44� �4— 5ti \ y � @/ sD *`y . 2 d �5 � ° y . h .3 � 5 3 %ti� � V C � y ti _°M� h ti _ � Y �h h N /-"tih �t s`" " _ " . �h� M ti _ ti y hti"lI� �D�``♦ v ti -_-� ,.� - -- —a - -- 4 7 - 0M Pg /N O� F� (B 'D°4. .4�EAG "R "@C O/� — +L b iP !�O/p 'Y✓ C - PB% r/ -N) V ti h �n i i� o c 6y 0-00 _B _ "!/ Cho C�✓ D D `/� � 0�� @ •% v , . : o `n _ 203T 203 h 2036' ° h - ?D 36 h 36 h 20 37 Z�, 7- " 745 2037' 160 7 160_ e h L T CB. RT C6. 158_ TOP OF rVRB _ 7 z /399182/75 156_ F1N/SH -140 -160 l6L 140_ VUR � PROFILE CUL -DE -SAC CAP ASSEMBLY � SCALE _ HCR;ZClTL 20�,JER7lCAL i„_4 140 � = h R i I " /243' /24a4v' 7a /24 3 4974' 140_ 3 4' /241, 3z 74POFR /GdTO /KE. y I y ci _I 4� y IEO ,�� 160_ m h v 148_ -- v� 0 0 � ti hW � N d C, D cv h 14E_ 170i'9FCG:Pd 146_ •7JPOFCJkB o RT. CB. � L CB. bh v �� PROFILE MEADOW VIEW LANE PROFILE CURB RETURNS SCALE: HGN;L;.1,h'T -SL 2C',' ✓c ..�'� - SCALE YCR Z'J,`.'TAL f� - 2iI'. JCR i'CAL._ •n 4, 3 5 6 _140 4 0 1 t CURB 8 DIKE DATA 140_ 3209S" 94 S9 %9" 3000 4974 , TYPEG CUR866TR NB4 S2 42 W._ /6000' 26929" 94,59 "24" 30.00' 4974, 962600 27085' TYPE N//33%8'E. - 6000 NB4 °S2 "42 "W � - - 27085 _ _--- 5 a� ti �� / 96 °26'00•• 17800" 29959" / 95'25 "SO„ 6 4 2 00. � . 236.5/" 4�\ N1/ °33 "18 6 0.00 - a 3\ 3000" 3491, N84 S2 42 "W 32095" 9 245 °40'06" 38.00" /6293' /6000'. _` 9,5'26'00- .26929' 2 a 2 tip/ a��'t • N// 33 /8 E__ 6000` — I y rtr z V7, \Izt - iA� ca o' a Bnt� "R a4 EL,/ 33095 _.-/ = gA Cr 5G .va45z'42wr 96 °26 "00 /7000' . 286 12. _ 1V11 '33'18'Z 7000. 6'AC CL /SG ! b/ ___ — — `r? � SIE USE 6fc'PiPE /ENG7H9 i SEE R N ` yG R br392�1fR � G4_p gSSEMB�?' ING CGMPANY RICK ENGINEER `IF(F1v, al a.Al'....eaa co Soary z: ou �Et,'Oo c mov C A -o ti 6,g2,q sr; 5,/„uErM� r;, d� � PR7®fATE C ®N�'Rl�CT P R.. .r- I I� S IG -" OEPARTM EN ixO Fri RARSCO R� >TIOM1 PL ANS FCR THE ;rNh'iT'I1EM,EN sret�s _ ccr�l�/FYOF,SAN Z- /E � ' Q / r3 9 P m _ C7 3 r�'� \r� '� COUNTY APPROVED CH ANDES BENCH MARK - ` OE 0073- NIOELEC JQ TOPOF HEAD WAI AT I rCR RT MASSMA�N SW N 1 ^ - 4` o ,.on 23 N: OF RANCHO SANTE FE£60S EL (AMINO_ — 1 _ NOA7E- __ s..., ° _� T TM ' A I uaco NO'aou COUNTY BENCH LEYELS -- _',j.'' A 1 _ 4�a _rr,arion L /$1�_ cnry US CeG_5. _LYL fGABR _67)9-. J i, r I r� r r. _.° " :. r ANA >, : r1 .�:. n ..n. rn i r { � I r I p�'� 1' I I;It I +l_t l +���'j I' I iy I l it r I I r � ��r 1 r � r 1r { 1 r I r I I ��r�li LI . 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ER f/ - --- l[J ys J 8 ;!J RICK ENGaNEERING COMPANY a. \� i� P o relaas aoao >ax orz.:o. u: roarvia ss. .[Vt,v «orvc � :. ovm 6R5 C VI< ENGIYEE � LAND LANN RS �r la 294 S 11RV�YORS � LOT PRIVATE CO J. sa1�.— counrY OE sax DIEGO — 'I of .— /,� ; O =enRacH1 e1 rRar+sEORrHnov s «ears PLANS FOR THE IMPROVEMENT OF LOT COUNTY OF SAN DIEGO rRACr 3r« - BENCN MARK 1 - - COUNTY APPROVED CHANGES "' Q > ;.t j h. aoe ..ra o. ., TOPOFXEADWALL AT _ _ \� h' �. -- -�' — _SN'.CORNcRO_E_L_ AM/NO_DE� NORTE F_R_ANCNO.L4NTE FE - � TOR r7TMl55MAN I ' — �, -..1 ,P �DELo NOa E T� I .aaw COUNTY BENCHL �� ••• 137/3 -J USCE65. -,C - s //9476 �ic'�r 6At�R /ELSCNRCE /8/74 ', BUILT �w a ° I_E no xn, I — I i it {I s r4' TT1:111:9r 1r' 111'1111 I e� 1 1 1 1 1,1 I,r '1 Ip 11111111 �1 1111111 "(lrl1� 1:..1 1 1 I� I � 1 P} -- !,'1d11,1�1u111 er�p 1 fIi t i 4 m P 14�,I, r61111s��1111;11 i1I „1r1, 111 ... -. � 1 I r r i Ip tT>)r rllTTiry't'zI �rT l' 19 I T r l l l r P L. T 1 i.� I III 1 111 1 111 J:1 1 Ip III( 1 J TT ' tLL J 1 Tt'jRrf`� � � � n 121 ��dn11�1,1��411,1, i1Si I I hr11h111;1i1iS14�11:111d,1, 111111111f111 1 I I rl '+ 91 1V qt rplt`I III 1 19 �I T 9 a 9 ! ¢ :cn ,u 1 1 1 I I a 3a” TOjR rP.j { 1 1 { 1 1 1 I wqy �a• qq as ' In L1LI 1 Tf:9:611L1'IT191611h {1liili61 d19d'fTiTfi Ih Ii1191Ii j+ ,. <F I rx l 111 Ip rit n* 91 411819' 1p Igw111ty 1 91 Ij�.Ti awk�a 1 q y� 1�T-1 1L-1LIi17iLllllhl'7lldililtjLlJ� , 1 ..ay.y 1'9 nP111 �1411111g1tgl�{yc 1119rTr�111I I jl 11 9�f� 9 9 p, 1 1 ^l fy '3 IItL�tLtjl�Tildll111 x1111111 TIi111J111LhY9Tf1111 ,IJ11T rF f �W 1 Er. "' 111:11111 . ......11 i11t � . I1T1�1119111�11 .111i111111111�1Tlllil�ll�l llllll h1111119111 41111111111a /111111111 111111, 111f�9T.1j111 191 {I�(�1111J 111 ' .. 5, BI�W ALC>'!LE IRON ; • i r Bg�'?CSZ, , ® re,.es xoao, vn mm.+ �...•,•..... ...._ . -_ " -' _. Ait PRIVATE CONTRACT /O'nx.. AYATER 3 _,� s._ ,- ��� cwwry as sax meco J ID•'AG.'WATER- L. O DEiaATMEkT Cf TRANSPDPTA•.IOH SnEETS ` CR PER I 8LY 9T f d o s PLANS FOR THE IMPR0%EAENT OF j off WIN EIS / QrLR�r o I I TRACT 3713 ® / b ' .� , ..� BENCH MARK 6 � 7 � � � ; �i:.- •, ' COUNTY APPROVED CHANGES I VE 60 ��� • ' '� " �- I! W no o.+.w„__ >oo,o +zn o. °m• oescniruox acX74 C/✓1SElEO Sid T17P DF /ID% :P= s^'amm••as ^, �.^' >•• —1 roo.e..� �. r'/ I.I� I. EX/Sld >r �•iG ""� ^ %ilirro� 644 6,PNFX EL OOh9 /b,9OEL� �SR9YCHOS�•✓l.OfE RO y�' Ft1Y' J AN ✓. '. �, i,. .o �. ,e, n Nras6 A SEL L'AA4 /mil YS{Iga,plV,$,On FnGiNEEN D,P[[IOP O: HtnNSVOWi<i3ON ..: >..... �H .. ;ocnuon 9a NO<'RArYC' -?: ,�,,, . `�. y. TaMoa / v:b M G4ANGf TO DUCT /LE lWLI d�ix�gp efCOPU f POM PM /MTY RINPN /FV6/ r rote., a.. ✓l �✓ _� [revnnoe 7 U94%6' ontur� USC�GS l //n//979 r I © i'AS BUILT' w A< e No. miY a a M _ s F ^ o - g � I I L^ ?v 1 G'ROUNO L /NE %a_ ZINZ- Am �, - \� EXIST GRJUNO F p 60_ �lo U I 6Q fi3s��� 00� CkODE 4TyCr �\ ygTON.q /R,Y,4P EiVERGY Ol5 /P9TOR �� PER STO UY✓G D-4D I R/P ENERGY D /SS /.%JTOR ti —Tg CONCRETE CJTOFF . � %TON 564 C -3000 � 5a_ a q PER STO OWI, O-40 I WAL- 364C-3000CCNC39E7E COTL!<EN'AL[ 5300' PROF /LE sT®RM DRAIN SYSTEM SCALE.- _ -- HORIZONTAL 1 "= 40, VERMAL "J °_ 4' `o } n I PROFILE: sroRM DRAIN sYSTOW SCALE HORIZONTAL 1 " -_40� ,- VERTICAL_ 1''-. 4' —6' 40_ .„ Cl 40200' , 606" - 40_ I i 1 LO-28 I i f wz vw 6v" 3u ° _LO/. "TYP�HEADH'ALL_ - - V4 TON R /PR/IR �/� V ��-r� �i — '.. ENMV ,Y ISSINMW '. - �4..: L V J� - F 79' L CUTOTFWFILL 48249 L /NE. may- -:— } C✓/TOPP Will[ -x -- —'c—L/ TO( ✓.R/r',s'/x,� ' .- -. / 0 I4 /4 /2 1 '/B RC j I /. ,.�- -- 48548' - 72RCP� ,/ i.. ..� i #2"RZ'£'- _ �� \ \ \���� 563 �� I NB7S0 1f�1 /NI1BN� [� 7YBE 'B_COIWZO / , 20 �` �� ATllY9!L W/N67YPE ".� a I - -�T l 570 DWG D- /0 aEHOfs'//LL y �� /e'B'TYR` "B'CL/R6 /NEfT T r. 6W /N6 TYPE �1� HEAOGYALL \g /Zg 65UK f�E LOT 4 v �\ LOT U - f 97YPE "L- / "CURB INLET / - I � I LOT 5! ; — Q 1 STORM DRAIN srsr�M 'e" COMPANY 307R9/NAGE r �ran RICK Ef�GaPi[ER�iJG C ®S, ^. SYSTEM !'t PLANNERS ❑Y,L S61NEE _AND 41R, CYORS EASEi�E r STORM DR4 /N �A�A 1R;.R5 AaAD -$AN oE�o cal �DRN ° 9z „� ,r�EONaNE �,<, z9, A,A, R9!lAT� C ®6�9`TRe�CT ,. I 1✓ - ❑ P_R Lm ENT Or —IT A NSYOPi Arm = - -- - E > �Es / T �y - Jsi N, MFRY„ SCALE 1 4C' 14 PLANS FOR THE IMPROVEMENT OF COUNTY OF SAN DIEGO i 116 N56'98'42 "W 4050" TRACT �° N79 /9'09 "E 8606 72 " "RC P(I G) _ 11 / RAC 371 ®! 40Z00" 7Z`RC P("iv D).,.. _ ' N73'00 02 "W BENCH MARK — _„ $L''ALE, f''"4 72 "RCPl3�0 D'' COUNTY APPROVED CHANGES - .5. .,; ,c;` N73 °00'02'W W. �- �' mM °M AN 907,2fbGfEGELLSl.L7IIP_2FLrEwoL� AT _. f RBN -Ci1CS HT,4FERD L r� o N '. MAS ! ✓r9/✓ N04 °13'01 "W _- ",ilr'_COi4B'TRAM /NO DELdTI- 'a /l a so�,� —� —:Tlbi �. 42 RCP( /3oJOJ - �! �-e ci PAM /NO - roca,mn 73'LNJ1fRANCHO SANTAfE fO�G - ..d c 42-RCP(650.5)y' o ! � L 13713-1 M66 °10'16' "W 5500' 42 "RC P� /3s7 Bj', alcaaolsomNTY BE h-- _ �. - 'cyL`E'FGABRtELSONRGclBD4- �y�o�a - ... [rtxAnary Lye, FILE NO T ; ' ' r ' 'rfr. ,lr r!i r7 ,P rl '1�P I�IrU II�IIII'I �I I I?(I) �i 1 17k rTrj,7 {`iT rP��y t4tjaP ltP�t3�b rl'lIPI1Pj61 � I � I l i l}� I' t' { 1 I _-.. .� r l 7 dl -�•. n�� � P 1 ^ " r,, .,1 1 r,,I,TT,,, I �� I � �{ !!gy�1pp �{g Ii�Trjd tlr h,di flrlAa) •.a •,r ili il a , 1 r1, tlr r 1 r 1 rtr rtr r ,NI dli, {, hlilrl �,l,lrlrhl r6 rL , rk,irlli r i -. a19Tl�Irhil�rn,rPhl gg � th 111 r r 1 r Ilr ill I i i ttlE 111 1 1 1 1 111 < �-wii $� ` 5 1�7� ) {1�Tildr�IhI1�Tf11r61ilu1TilID �1h�ILI1T 4iIr 011b�IT��l r7illldi rlLlr. rll�1 , 1 1L il�r a 6�'T i i. t r IIIrllili�I111�111 1�1 1 1�1 ` d a I % 6RcYJNO I,m � n I` Ij 5 2mRC UNE — v� 6O_ I ' 60_ a O 1 50_ 50_ /NSTALC P /iEANIHO.PS PERSTOO/JG 25' /NTERYAL C RNISW ,04X 241 15X06 F 1TO,Y if /PRAP " L // ENfRGrOISSiPA.�✓A,. - ENERGY G /SS /PRIOR PE.P STQ OW6 O40 ' 24 p1'P�• o - -p PaSTDOWG G-40 @/D i. -� 5C6U6 7-�C- 3F R �WACCLC W CPf ' . /6O_ Or / 40- /` / N�TTE 4O_ D' lyALL PROFILE S M M 2DRAIN 4030' 9P00 ' 14Ci0' —i l— 304 98' _ _''�`/„' • r / I „34i-Oi /i359 DI i75�J Oj n n PROFILE STORM DRAIN SYSTEM D i j scaLE: ROR/ZONTAL / " =_40', PROF /LE: STORM DRAIN SYSTEM �C� SCALE:_ HOR /ZONTAL f "= 90'. VERT /CAL l "= 4' s� i VERTICAL f 4' I SCALE. f "= 4o' , VERTICAL f"- 4' ®_ 150 �F� ,.f, a 24 ' ENERGY r ti IL O / n '�,'.. LOT 41 CONCRET / L� '(: STORM IN SYSTEM D . / GRA - .. EE,ecr .p. : i _ .✓ - -. , � _-� Dlf.4/NAGEEASEi14LY✓l */0'k12' !2' /6'} CUTOFF WALL >zfPE B ; \; \\ 5841 27c cT ^.9' S9 ACP' /9,✓ .. 36429` .'OD" 542/" 50rCP; %3 JGi; I LOlC /NE /B7 Sw; — —. - -- } tom{ VJ, _ ., N74 24 4 t',' '?1.27' SD RCP�ran.J f 11 24 " ?.0 ?(9�,}C_'. /BV9' :'.. I ��, 3,ZYPG -': 'L'!f` r_r T` < N62'36'36-41 � 9: Z4 "RC P,ia..J T`:. .c� ; /� j /TLYVR/• r ?Ar`'� wr,'YO /SS /PFIlOk : 24 rGFi 1 t r _ N74 °24'04'W _ _, 00" 24 RC P,�1 J WA-1 TrPC bzw9AAL�'� •,,. 9� ..: 1 , -`. ;. / , \ I - �, /,� "/ N7z o4'a9-w _ zs =:0' _ 241ic P! /aa} l� N -� / : - _ N72 °04 38 L "J 00 _. 24 Z� i�J N72' 04 38'w . ?'J 50' I 24 ACP;d _,C/ - '' LOT 8 LOT, 27 IT RICKENGINEERING 3 OMP4NY 63 5 ROAD $ C iE E (116) 2910707 /Fl0 / a /Ss B6 /S -- -- —� ��i sr � = _bY46EEA.S€MEVI I_,\_ -- /1 T�_ .�_....,.__._,. -. _ �^B "TY°E 9 %CURB =.,., 'i,7R0 /G//I HEADH'ALL LVT .lC,,��._ _ - ERS - l; Vl - V� $LIRV[ ONE 1 PLANN � FRIARS CONTRACT q24 ?'� '4J• / P•P% ____ s . COUNTY OF SAwcEGO I /�. r 747( -PR 6. ;Ip>' f /s ',, �I. PARTMENT O. TRASPUaTATION I'.. sreETS N�'2 �aCk /NCa�PRAP srtiLS: -f �o' . STORM DRAIN SYSTEM H„ i C�NTY OF SAN C1 /AGO PLANS FOR THE1WROVEMENT OF }COIL / / ✓E \\ - 1 .:2DLJNTY APPROVE- _ -ANGES BENCH MARK _ - - _ �gT'a" 4� TRACT 3713 / ¢5'7YPE "B "CURB /NLE� " ",� °" :ami.c.GY'RD73 CM(SEtEd_SSQTA�/XNEADWACL ATSW .a.. _ / 4 T RM ORA/.N SYSTEM - -� \ / I I CORNER EL CA,ht, DEL NORTEeRAM'HO SANTE FE RD -- / _ 4 4! h II LO,T 7 _ I DEC NQRTE Li'RAN�NG SANT£ r X605 EL GAMING o 6 - ° "'° '• °M1 / 6 DR 1.� - c vrvey awH EuE s TM s, r //9476 unn:.• (ISC E6.S __ =Ciq@q/ELSOyRCE /B 4_ 1 3713 l - -.. - FILE NO ' TV „i PI Lit,ur I ? 7 R i i;, r r n .1, nl 9 r � 1, 1 r , I I R ) 1 i )�r� n 1 I � �nrr {y -, 1 L. 1 i �' o f I' 1lL 1 I 111 1 i 111 L � I �) n 1 2 1 1 I r I 1 n)IVtj II�n�I)i)II�n�ITn�TI��l II1�I# 1I1�I.IiI I 19� I ; I� I �. I Y..ys.. I ±� pp�4ag(T 1{{•'�� ' tQI2�g ': Ida1111• iRIOd :[rtiiaSTlitlElihlllT:IEIiITii I q pp pppp ' 77 !!����{{ gg� a rJ TIrT,11i9iallh ''.o:: lip) J111. JlldeleT!?v }et1�lI7i�r li.Il lin e:. }als4i..�, aa11TiXWtlthl ill LIeT��il: hlrh;) T�7iICaIilJ) T�Ti111J. i. 1pilQIiOI)Iilr�Irl)I:lilde:IIWa In d: trllf)TI7ifrLUp`,t�.)LLLI _. I�iLL), iTT -IL ) i rn f I I I rlT TT r 1 1�3 n 7 I. I I T „ri, i i r l I 9' I • t 1 11 L nr t r, I JI I I r t °Y 1 i I i I I 9 I ! 1 )) -i hl�rf) I) �Ii: lr,)ii'ililrlJ,l�,•r�IJiIrIrIiT T111LIA, fIT1' i !�:3.I.Irlri�:lrli�l{TrI,Iil:la :I,iJrl�Banr)ilrldrl�l�lr, �•.� ., J: II�I�1#) 0�) LI�I )hIJ11a5,�3eI,LI)Lle.r�ilrlrlr _ I i r 180_ 2mRC UNE — v� 6O_ I ' 60_ a O 1 50_ 50_ /NSTALC P /iEANIHO.PS PERSTOO/JG 25' /NTERYAL C RNISW ,04X 241 15X06 F 1TO,Y if /PRAP " L // ENfRGrOISSiPA.�✓A,. - ENERGY G /SS /PRIOR PE.P STQ OW6 O40 ' 24 p1'P�• o - -p PaSTDOWG G-40 @/D i. -� 5C6U6 7-�C- 3F R �WACCLC W CPf ' . /6O_ Or / 40- /` / N�TTE 4O_ D' lyALL PROFILE S M M 2DRAIN 4030' 9P00 ' 14Ci0' —i l— 304 98' _ _''�`/„' • r / I „34i-Oi /i359 DI i75�J Oj n n PROFILE STORM DRAIN SYSTEM D i j scaLE: ROR/ZONTAL / " =_40', PROF /LE: STORM DRAIN SYSTEM �C� SCALE:_ HOR /ZONTAL f "= 90'. VERT /CAL l "= 4' s� i VERTICAL f 4' I SCALE. f "= 4o' , VERTICAL f"- 4' ®_ 150 �F� ,.f, a 24 ' ENERGY r ti IL O / n '�,'.. LOT 41 CONCRET / L� '(: STORM IN SYSTEM D . / GRA - .. EE,ecr .p. : i _ .✓ - -. , � _-� Dlf.4/NAGEEASEi14LY✓l */0'k12' !2' /6'} CUTOFF WALL >zfPE B ; \; \\ 5841 27c cT ^.9' S9 ACP' /9,✓ .. 36429` .'OD" 542/" 50rCP; %3 JGi; I LOlC /NE /B7 Sw; — —. - -- } tom{ VJ, _ ., N74 24 4 t',' '?1.27' SD RCP�ran.J f 11 24 " ?.0 ?(9�,}C_'. /BV9' :'.. I ��, 3,ZYPG -': 'L'!f` r_r T` < N62'36'36-41 � 9: Z4 "RC P,ia..J T`:. .c� ; /� j /TLYVR/• r ?Ar`'� wr,'YO /SS /PFIlOk : 24 rGFi 1 t r _ N74 °24'04'W _ _, 00" 24 RC P,�1 J WA-1 TrPC bzw9AAL�'� •,,. 9� ..: 1 , -`. ;. / , \ I - �, /,� "/ N7z o4'a9-w _ zs =:0' _ 241ic P! /aa} l� N -� / : - _ N72 °04 38 L "J 00 _. 24 Z� i�J N72' 04 38'w . ?'J 50' I 24 ACP;d _,C/ - '' LOT 8 LOT, 27 IT RICKENGINEERING 3 OMP4NY 63 5 ROAD $ C iE E (116) 2910707 /Fl0 / a /Ss B6 /S -- -- —� ��i sr � = _bY46EEA.S€MEVI I_,\_ -- /1 T�_ .�_....,.__._,. -. _ �^B "TY°E 9 %CURB =.,., 'i,7R0 /G//I HEADH'ALL LVT .lC,,��._ _ - ERS - l; Vl - V� $LIRV[ ONE 1 PLANN � FRIARS CONTRACT q24 ?'� '4J• / P•P% ____ s . COUNTY OF SAwcEGO I /�. r 747( -PR 6. ;Ip>' f /s ',, �I. PARTMENT O. TRASPUaTATION I'.. sreETS N�'2 �aCk /NCa�PRAP srtiLS: -f �o' . STORM DRAIN SYSTEM H„ i C�NTY OF SAN C1 /AGO PLANS FOR THE1WROVEMENT OF }COIL / / ✓E \\ - 1 .:2DLJNTY APPROVE- _ -ANGES BENCH MARK _ - - _ �gT'a" 4� TRACT 3713 / ¢5'7YPE "B "CURB /NLE� " ",� °" :ami.c.GY'RD73 CM(SEtEd_SSQTA�/XNEADWACL ATSW .a.. _ / 4 T RM ORA/.N SYSTEM - -� \ / I I CORNER EL CA,ht, DEL NORTEeRAM'HO SANTE FE RD -- / _ 4 4! h II LO,T 7 _ I DEC NQRTE Li'RAN�NG SANT£ r X605 EL GAMING o 6 - ° "'° '• °M1 / 6 DR 1.� - c vrvey awH EuE s TM s, r //9476 unn:.• (ISC E6.S __ =Ciq@q/ELSOyRCE /B 4_ 1 3713 l - -.. - FILE NO ' TV „i PI Lit,ur I ? 7 R i i;, r r n .1, nl 9 r � 1, 1 r , I I R ) 1 i )�r� n 1 I � �nrr {y -, 1 L. 1 i �' o f I' 1lL 1 I 111 1 i 111 L � I �) n 1 2 1 1 I r I 1 n)IVtj II�n�I)i)II�n�ITn�TI��l II1�I# 1I1�I.IiI I 19� I ; I� I �. I Y..ys.. 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Z4'RC.P. _ ' _-v Ss_a Deices nonx san oieco. uu�oenin sz: i° rccee�wnc oLa� zsi o r TYPE 6" ` , "Y 3 NLT40/ W 9 _l r•fFiP TELY.O� ®OI�EOY'R _CT CUTOFFWALC N7223 "28'E //900" /B`RCP RIVA '� 4050" /8 f7C P '�7 moo- p FAC /NGaASS R /P.QOP tN4602 '37 "W _, LS'.RCP / % —!�Lo DEPARTMENT oL TRANSPORTATION ArmN j, N82° 30' /0 "'W 40LY1' ` N82' 30'10'W ?ff'v' /a Ac P ^ pL ANS FOR THE /MPROV£M£NT OF y r s�4 i5 .YN9 °28'09 "E 6000' 24 °RCF 'I COUNTY O N/O °0033"W_; 4600' : 24 "RG P.._" OF SAN DIEGO O J TRACT % %3 - n Z COUNTY APPROVED CHANGES :PENCN MARK — — — - - E O m:� Oe %germ _I Au ..o ,,_! o �.a - r'ITf5FLFD'SD'TOP_IZrI - AIi'W9L'L ATSW oT...., °.° " °..,o o., j - -�— ., s, " =:.nv'C1E`'3 iRANCHO SANTE FE RO �I ..>✓..._r� vNeJA ��.I. pFOR RTMASSMAV__�ou 1 CORNER EL CAM /NO DEL W RTE, s eo . o +tN J y u I LocAi:o�. 23'W- 0FRAN069 SAN7Ef605E[CAM /NO OEL , 7M u STORM DRAIN SYSTEM F ALCOAO LUOV� COONTY BENCH NoR7E I n u — I PROF- STORM DRA /N SYSTEM E III A::on //9476 oAruM - LVLEFGABRIELSaYRCE /8/7x sy Q','HS BUILT' !J v LE NO f r, P 1rItII gL I I I t 11�,� ��I 1 I i 1� ���1 i 1�l� rp griE4 ❑ i iP1 FiFI rt�u 6 i �il � rijt r�TI TL�Ici�LLlI� t� �m�.yJ � l>I E � L� f17L�d1 ) I1h li h�� lli� �l,Yli l r I i ad l Lp f� iTTifii ii � tll� i ll ir t IiTt . 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