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1034 _ I MADONN,A HOMES IMPROVEMENT WORK TO BE DONE NOTES SEWER LATERAL DATA TABLE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO 5E, DONE IN ACCORDANCE I. ALL UNDERGROUND UTILITIES AND LATERALS TO DE INSTALLED DEPOKE CONSTRUCTION WITH THESE PLANS; THE CURRENT SAN DIEGO COUNTY ENGINEERING DEPT. OF CURDS OR SURFACING OF STREETS OR CONCRETE CROSS GUTTER5, LOT INV.EL• DROP LENGTH INV. EL.GKND DEPTH STATION NOTES STANDARD SPECS. AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUD Q. SEWER TO DE CONSTRUCTED IN ACCORDANCE WITH LEUCADIA COUNTY WATER @MAIN TO MAIN ( p It EL!at INV. @IE DIVISION STREETS PND STANDARD REFERENCE DRAWINGS. DISTRICT SEWER STANDARD SPECIFICATIONS. 82.21 0.63 26 82.73 90.20 7.47 0 +72 3. WATER MAINS AND APPURTENANCES TO EE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD PLANS AND SPECS. OF THE SAN DIEGUITO IRRI&ATION DISTRICT. rin 2 77.59 26 78.11 83.80 5.69 1 +40 cow_.ELC. 1. THE CONSTRUCTION OF CURD INLET (MODIFICATION OF CURB 4. WATER MAINS TO HAVE A MINIMUM OF 3(o "COVER• OUTLET STD, DWG. D - 35) SEE DETAIL 5HEET ti0.4. 5. EACH LOT TO RECEIVE ONE G" V.C.P. SEWER LATERALS AND TWO I "HIGH DENSITY 3 73.03 25 73.53 78.50 4.97 2 +07 CONC.ENC'. POLYETHYLENE WATER SERVICES . LOCATION OF WATER LINE TO bE DETERMINED Q 72.01 23 72.47 77.50 5.03 2 +26 couc.LOC. 2 . THE PREPARATION OF SUDGRADE ANDTHE SURFACING by ENGINEER, OF WORK. LOCATION OF SEWER. LATERALS SHALL bE A9 SHOWN IN OF ALL STREETS. THE SEWER LATERAL TADLE, 5 71.97 37 12.71 16.70 3.99 2 +36 CONC.ENC. 6. THE STRUCTURAL SECTION SHALL DE IN ACCORDANCE WITH SAN DIEGO CO. - 3. LIMITS OF GRADING (SEE TYPICAL SECTION) STANDARDS AND AS DETERMINED 5Y THE MATERIALS LA15ORATOR`f. 6 11.77 46 72.69 75.90 3Z 2 +85 CONCENC. 7. REFER: TO SAN DIEGO COUNTY STD. DWG. NO,'S 115 -I 117 208 209 210 217 7 71.53 52 72.57 75.70 3.13 3 +45 CONG.ENC. -- 4. THE CONSTRUCTION OF G" TYPE 'G"C!/RB A.(/D GUTTER, G -66 001 -2, 305 -2, 8. A PERMIT SHALL DE REQUIRED FOR ANY WORK OR EVACUATION WITHIN THE 71.38 5 71.48 76.40 4.92 3 +84 CONC.ENC• 5. THE CONSTRUCTION OF CONCRETE SIDEWAL 212 -3T EXISTING RIGHT OF WAY. LIMITS OF TP 9. IT SHALL ESE THE RESPONSIE51LITY OF THE DEVELOPER TO CONTACT THE UTILITY GRADING 70.66 5 70.76 76.80 6.04 3* 90 6. Tf/E CO,USTRUCT /O O .0 F OA/E P. . CC..57VA1DARD COliltilERC /AL svBDiUisiou � AGENCIES ADVISE THEM OF THE PROPOSED IMPROVEMENT AND DEAR THE BOU/VDRRY 3 0' OR /UEWAY PER LOT LOC.Q710AI TO BE OETERAIIAIeD /�l/ THE COST Of f� E L O C AT I ON . 10 70.42 57 71.56 77.60 6.04 3 +29 F/ELD BYE.V6 /,DEER OF WORK. P. C.C..SURF/9C /A1G OFOR /UEWRV TO /10 10 exre AJrROMCURQToomoERTYU�f/E 207 -4T 306 306 -/ 10. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION F'RIORTO 9" 11 7028 43 71.14 77.70 6.56 24-94 } � ANY CONSTRUCTION. 5.5' 4. ' 74 5 69G M - 7. THE INSTALLATION OF STREET L16HTS�7000 LUMENS �CO.STD..4 /0 -T il. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR 6 9. .84 7700 7.16 4 +7 XISTING P MT.VARIE i TO 15ACKFILLING OVER AMI SEWER Y S. I otuvo 7 31 I�� lOj 69.45 5 69.55 7580 6.25 4 +04 - -W- 8. THE CONSTRUCTION OF A4DE5TOS CEMENT WATER MAINS I CLAi5 * 150 12. THE DRAWINGS AND THE DATA HEREON ARE HE -REbY MADE A PART OF THE FEATHER AS KEQD. TO J PROf /LE 2 F SPECIFICATIONS, GET SMOOTH JOINT FC / �L o �OPE��a�� 2" 14 72.61 35 73.31 79.10 5.79 2 +07 CUX.EOC. -�-- 9. THE CONSTRUCTION OF FIRE HYDRANTS AND APPURTENANCES COMPLETE. 13. NO REVISIONS SHALL bE MADE TO THESE PLANS WITHOUT THE APPROVAL _ __ OF THE L.C.W.D. ENGINEER. 78.o8 3G 78.80 84.20 5.32 1+41 couc.E1JG. 10. THE CONSTRUCTION OF RT.x RT.x FLANGE TEE WITH FLANGE x9T, GATE 14. APPROVAL OF THIS PLAN IbY L.C.W.D. DOES NOT CONSTITUTE A REPRESENTATION VALVE . P.C.C.SIDEWALK 16 8371 3G 84.43 90.60 6.17 0 +73 ( R T •' RING TIGHT • ). AS TO THE ACCURACY OF THE LOCATION OF t OR THE EXISTENCE OR NON - FOR STRUCTURAL SECTION SEE NOTE 6 EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE WITHIN © Z" A.C. OVER 4 "CLA55 X 06ASE OVER TVPE "G "CURE 8a54 IG 83.8b 90.30 6.44 0 +75 - - --0w 11. THE CONSTRUCTION OF 1" HIGH DENSITY POLYETHYLENE WATER SERVICES. THE LIMITS dF THIS PROJECT. G" NATPJE COMPAcTEV To qoy DE14SITY. AND GUTTER 15. ALL LATERALS AND MAINS SHALL DE TESTED AFTER CONSTRUCTION OF ALL TYPICAL SECTION HYGEIA AVE. la 7750 IG 7782 83.40 5.58 1 +48 CO U C.EUC. �� 12. THE CONSTRUCTION OF CONCRETE MANHOLES. OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. 19 7OB8 5 70.96 78.00 702 4 +44 16. CONTRACTOR SHALL NOTIFY L.C.W.D. 48-HOUKS IN ADVANCE OF bEC41NNING 13. THE CONSTRUCTION OF VITRIFIED CLAY PIPE SEWER MAINS. WORK SO THAT INSPECTION CAN DE PROVIDED. NO SCALE QQ 71.18 5 71.19 77.20 G.ol 4 +34 17. ALL MAINS AND LATERALS SHALL DE CONSTRUCTED WITH A MINIMUM 46-INCH SQ 14. THE CONSTRUCTION OF 6" VITRIFIED CLAY SEWER LATERALS. COVERS . . 21 77,32 26 77.84 83.50 5.66 1 +44 Couc.EUC. 18. ALL LOTS SHALL E5E SERVED E51 6 -INCH V.C.P. LATERALS SET AT A MINIMUM 22 82.01 0.63 26 82.53 89.9 7.37 0475 b- 15. THE INSTALLATION OF STREET NAME S 301 GRADE OF 2 % WITH A MINIMUM DROP OF 0.2) FEET AND AN INVERT DEPTH LIMITS OF GRADING ip OF G-FEET BELOW TOP OF CURD AT PROPERTY LINE, UNLE�i9 OTHERWISE 54' O< 16. THE CONSTRUCTION OF TYPE DS E5ARRICADE STD.DWGS, T -9 APPROVED t ,>Y L.C.W.D. 19. STANDARD SPECIFICATION OF L.C.W.D, FOR SEWER CONSTRUCTION ARE 26' 26' -moo i7. THE CONSTRUCTION OF SEWER DEADEND AVAILA15LE AT THE DISTRICT OFFICE. 10' 16 16' 10' O 18. THE CONSTRUCTION OF STREET SURVEY MONUMENTS STD.DWCAS.218 -I +219 -I 20. ALL CONCRETE TESTING REQUIRED by THE DISTRICT WILL bE AT THE EXPENSE Q OF THE CONTRACTOR. 41'_ 1 5.5' 5.5' 4.5 21. JOE5 MIXING OF CONCRETE WILL NOT ESE ALLOWED WITHOUT THE PE9MIS510N „ r)r 1' I JL JIP` I9. THE CONSTRUCTION OF TYPE A " DIKE STD. DWG. 201 -2 OF THE DISTRICT. 40 22• ALL PIPES SHALL HAVE 4 -INCH (MIN.) CRUSHED ROCK 5EDDIN6 SHOWN ON ELEV 51/OGUt� OX/ PROF /LE z HYGEIA THE CO�f/STRUCT /O.VOFIT/L/EEL CNA /RRAf/1!� STD.DiYG 225 L.C.W.D. STD, DWG. S -i2. * 23. THE INSPECTOR SHALL bE FURNISHED THREE SETS OF CUT SHEETS. Sl0 ":i2" SLOpEA` /Z" w HERME 24. ALL C°" LATERAL5 TO HAVE A CLEANOUT AT THE PROPERTY LIIJE, nn 0 J F.C. SIDEWALK P.C.C. SIDEWALK FOR STRUCTURAL SECTION SEE NOTE 6 SITE WE M G" CURE 4 GUTTER I TYPE VCUKb .GUTTER 2 "A C OVER 4" CLAS5 X F3A5E S 2I I HEREBY AGREE TO COMMEG'CE WORK Ol/A/f/Y /MPRDUEMEd/TS TYPICAL SECTION OVER 6' NATIVE COMPACTED TO NOTICE 5//0 WA/ OAS THESZ_ PZ,94, W1711 6 1A/G C01_ R/GNT- OF -Wf9Y NO SCALE °107 DENSITY. W /TN /A/ 60 DAYS AFTER 1.5S61.9R/CE OF C0A1,57R1_1CT 10.V P1;91Pl 17_ ALL TELEPHONE SERVICES WITHIN THIS SUESDIVISION ARE UNDERGROUND RUD TOPURSUE SUC11W0R1( O INSTALLATIONS . FOR. LOCATION OF CA15LES AND APPURTENANCES CONTACT DAS/ (-11171Z C0"PZSTEO /RrQE5PECT /(/E AUD rl/DEPE�t/DE(/TOFAt/ Y PACIFIC TELEPHONE COMPANY. OTf/ER WORkA55OC/97ED W /TN 7111 DEUELOOME,(/T 0,9 U(/DER PAC I F I C 0C E A N MY COA17ROL. MAOo»e� C� � ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUDDIVISION ARE UNDER - VICINITY MAP GROUND INSTALLATIONS . FOR LOCATIONS OF ELECTRICAL CAE5LES AND NO SCALE GAS PIPING AND APPURTENANCES CONTACT SAN DIEGO GAS AND ELECTRIC J oWVER LIMITS OF WOKK LIMITS OF WORK COMPANY. ON HYGEIA ON HYGEIA 700 600 8/1C/eF /L L A/OTE EXIST_ C .P.WA E R s /ouB0Uao.4gq - SHEET 2 EXIST.6 "v.C.. suOO /uisioc/ BovA _ (f///ERE TREA/CS�SAREW /T</ /�l/ EASE.NE.VTS SO /LS �PEPD�PTS Ss/4LL - - KEY �IAP L E6EA/D Yea A AV�U E rEXIST.2 "GAS BE SUB[ /TTEO TO T.�/ED /STR /CT /�(/SPECTOR BY A QUAL /F /ED ' a )� STREET Ll4g/S 50145 EWG /,VEER W11/C// CERT /L"Y T//,9T TRE,UCII BACKF /LL WAS Q SUBD /U /S /ON BODUDARS� ¢ � � SEWERM X COMPACTED PERD /ST:P /CT SPEC /F /CAT /DUS J 1 1 Q I I ti 2Q EXIST. I 17 I I ti, 16 Q -° SEWER DEAD EA/D 7/1/1 COUTRACTO/P SNRLL COUFORM TO L 9BOR CODE SECT /O(/ 6422 o[ I 1 L__J RESIDENCE I W I p - ,UEW S6 ER LG(/E AS - R)uIL v L* I 1 N 1 F /RE h�YORA.VT 8Y SUBM, /TT /,UG A DETA /LED PYA.f/ Sf/ON/ /,UG T,S�E DES 16,11 OFSNOR /.UG �< p p 1401 A PART OF THIN W W I J _ ORWC/1UG SLOP 1,116 OR 071 r)9 PR90V15 /O/i/S TD BE ",9,0E FOR rl/ORKtR C00PER NERMA�► � L Cn. tiubDIV151ON p x $ - /UEW W,97ER L/A/E P THE1WZ19R0 OF CAU1X(/ti 6AVeI_10 DU.4 11(16 T//E 7574 CL AIREMO 5 SA F3 J _ 21 __ I$ NIA T I S ®GATE U/9L (/E EXCAI/AT /OA/ OF SUCAI 7RZX1Ch' OR TREA/C11S OR Dl1j91A1G 711E 10/pc SEAN tO%CC�Q C RMIA 1 a CO Q U c p R"SREET S/G/f/ /USTALLRT /O/t/ 7f/ERE /.(/ Tfl /S PLA1(/ 1"6 B6 PiPEPARED FOR ALL P41Qf�E Z -¢► Z O I9 �- I'o h D /RECT /O.(/ OF FLOW TREA/CH5 F 111E FEET OR MORE /A/ DEPTH R/U0 APPRO f/ ED BY 7 IC p 3 J I . -� °D J 14 J 2 BL OC/f ,(/UMBER OWVER PR1OR TO EXCA1/.9T /O.U. /F JyE PL.9A/ 1/AR /ES FROA-1 THE a 8 vc P - -_ -_ _ - e V C, P / COA/CRETE SWALE / 0 SNOB /A/G SYSTEM ST.S'A/OAROS ESTA.BL /Sf/EO BY Tf/E CO�I/STRUCT /O.0 RALPI -{ E. FSC�LLES f�ATC- ti 8 " A C PP )� SEWEP E MEVr 8 + A c P j 5AFETY ORDERS 7A46 PLA,U SNRLL BE PREPf7RED BY A REG /STEREO XIST. M.H. F.L. °01.21 S4/UD /EGO COUd FLU00 �C 01S7R1C7 1TY C4I&1rA C /U /L OR STRUCTURAL EUG /DEER /- 777hSCCO.UTRl3CTOR5 EXPE(/SE, 4 �� 13 AND HERMES � @ INT. OF CEREUS R, PRIVATE CONTRACT L - 6597 ����- � Op °q A \� M ES S Cl NOUSOA/ Q /,gECTOR OFOEPA�PTME/l/T SHEET COUNTY OF SAN DIEGO 5 6 d O 7 10 11 12 m `r NNFSAA/ /T/�T /O/VAif/OFLOOD ENGINEER DEPARTMENT CO,UC. 5WRLE SEWER EX /SL SEH eR ✓ P CO1(/TROL . I SHEETS EASEME,r/r � E,9 _/ -- -- - -- -- QY' PLANS FOR THE IMPROVEMENT OF BUBO /vrsio ci eouvDAPYJ 0976 64L KEY MAP SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK MADONNA HOMES NO. DESCRIPTION APPROVED BY DATE Recommended f A ed or ppro I Approv LEUCADIA COUNTY WATER DISTRICT SAN DIEGUITO IRRIGATION DISTRICT DESCRIPTION CO ES.M. OC 62 3 /4 IRON PIPE � / /jLp "• SNOW STREET U&T RUNS P.Zi3 jE'G-� --• • �» SCALE I 100 MAR ;�i7 :y7g TRANSITIONS CORRECTED LOCATION Z ,1P� /'t LOCATION ' . OF INTE T1ON OF P EUS AND subdivision E ;n••r f»,t �r[ v r Count En Ie APPROVED APPROVED BY' l.. 7Ja.X ow ADD POWER POLE P.2 %3 /ea....-- 1/1r/ft UNION -0.5 S. OF P.P. NO. P 22(03 Engi CMOt•d by CQLa 4 STORM DRAINS CORRECTED P3, d24 ft /» RECORD FRO UNTY b. M. FILES ,{� � PbG =7;2 B�J /10' DATE / 2 ~ 197�t- MOVE SEWER LINE P. Z ONLY At G....- l6?111' ELEV 145. S DATUM V• S.C 4• G •S• Approval date . ...S- 1,S- Af SF_CRETARy'- .l'/AA/AG R DATE ADD PAVING INC=ORMA•TION P1 G J/rr /» t s f n FILE NO. _ 1 'PEAFECT'PowiLa PLATE A RODNEY STOKES CO. O O Ln 0- 4j °` V) N C N N 95 _ C EX /ST /.t/G ¢ 9. C PFJ (/ /NG 95 99 �� `-' HYGEIA AYE. Cr � (�i O w N o- ; �` HY GEIA AVE. EXISTIN(a 2 GAS LINE�APPROX� a co �4 A a/4 w C; N O 4 /4 .o A/4 a o- e/ v.c. 0.9 �\% o 4o.00'v.C. EXISTING 6" A.C.P. WATER LINE (,APPROX� J 47.110 \ C••,2 47-0 1 CALLE DE � 90 90 N.CURB RETURN MADERA S. CURE5 RETURN —�- _ EXISTING 8 "V.C.P. SAN. SEWER, NOT USED I i _ I z O� 5 >z �� z ° Z A 85 $ n o m 85 K o` N D3 R V I Ci a M 1 q O o p Y- O Q d N y CID C O V_ o `} N +� -d EX /ST EDGE OF PAUE.Y/E(/T + d °O N U w i 0 0� r o `t �' °' _- — — _ 0.90 Lr °' O H E IA AVE . > �, �� d 95 - — — — — — 0.5 p °/ o o- 0.50 /° — _ 9 �! o- �` '�' 9 5 O o- Q- o f � EXIST. G ROUND@ uJ EST - o _ 0,5 e + g 0.50% m r o ct� p� _ AVE. O /° r a- O I- _ wLS — — — — / a� wzY. n °� N o o CUR(3 TOP OF PROPOSED �' `�• CURS / ` lq o Ly a p. , -_ �CU�QQ /4 A�4 a o- °- Q 01 / 10 OF PROPOSED UJ' L_`,�. CURD 0) N �4 O q3 o a/d Q/ % CV LID . 11 /4 9 Q/4 0 Ln / \ ` HO RIZ AL S CA4E S 3,38' 43.78' Y.C. \Oe h o�� 39.60' V.0 . 7.29' �VEFtTIC NL I" 2,I 47.1W ♦ CALLE DE SERENO / 47.09' � 90 N. CUR15 RETURN S. CURS RETURN - 0 1 2 3 4 g 6 7 �` 90 8 �o .t TSP TE ED ///E P� < T "A" DIKE- TERMINATE DIKE /'o Av /t/G G ' �Otf<, I' - 2' FROM EXISTING PAVING Q Q2 Q Co � P �a`� � C:? POWER PO 1 +21.50H1GEIA AVE.= 0 � . © 5 +98.49 HYGEIA AVE = i 0 +00.00 CALLE DE MADERA ����`� �'�Q� 0 +00.00 CALLE DE SERENO EXIST. R/W ; suaDi /o v Boa o.9,vy H YGEIA AVENUE s sago /drs / ov aoa v oARY �, " 6" ' 8T EXISTING A.C. P VING VAR IE ,�- ter — N ' -- x x —� -- 6 x x W - - W — - -_ W W EX. M.N. 6un8u EE -W /1� - - ?� _� ►�_ i — W I� / G — —G EX. M.N. Ex. ,NfD4 —G N ©I I - I — EX. -- X. "TRE �� �EXf5T FENCED _.�q EX 157 W. •. 0 _. TYPE os'�uA o EXIST. 91W 9 �p Q TR - f a 4' Q T U E . 2 O tSO. G t 49.9 AK I Q' Ex /sr. SST{,?' -µu m - Q ` } EXiST1 G OR /UEWgY - a C DATA CU.AB. BL1 Th' _ o I 2 D /RT OR /UE '-' .. mss Q. _ CU �.. � ti Cj �, g t7 Rb- Cl?LI.�Ti�T �• ` �� EX 22''W /DE \ V �I RE•CO,UST ?UGT _ a z ° � -� ��'• � - - APPRQ,�'f/ v NPPROi7CN Z U _ : - ` '—_ 4'. —3D L =47/8" �B'�47.,fJ8'`" oC R 30; L =47. /B . L 4J,09 - __ _ y __ -_- - 3 a R /UEw Y lV Q O ti - . - -39U ". - - --"" p RE- COUST�PUCTAPP.QOACN --._ .. _ _ _ -' m �. __ ' " - - 385 IT 385 - ... z N _ — lit o � ' I fo' Ito' ' $S SUI3OtV +S +ON _�0U NDARY� rtW I j © CALLE DE / _ _-- SERENO MADERA SEE SHEET 3 SEE SHEET 3 PRIVATE CONTRACT , SHEET COUNTY OF SAN DIEGO 2 ENGINEER DEPARTMENT SHEUETS 1 PLANS FOR THE IMPROVEMENT OF HYGEIA AVENUE FOR COUNTY APPROVED CHANGES MADONNA HOMES BENCH MARK uH No. Description Approved By Date Rec m?edfor pr iv v Ap roved Description: C-0 b.M.0.0 -G2 S /4 " IKON PIPE I SHOW ST. LW44T RUNS P. ZE 3 u p ision En ineer Count En ineer TRANSITIONS CORRECTED PZ 0 jA � / Location: O' W. OF INTE ECTION OF OR PHEUS g aR NE rug r g ADD POWER POLE P. Z` 3 g G....r... JLc : /�1 UNION- 0AY S. OF P• P. No P.. 2 6 53 Engine f wo Checked by STORM DRAINS CORRECTED P3 y4 ' - Jar+ 1 Record From: COUNTY b. M . FILES ,PDG T.M. I MOVE SEWER LINE P.2 ONLY }I( 4.,�.- J / °'��T Elev: 1 a 5 a0 Dalum: U•S.C.4•G.S. Approval dote 'b 175-1 6 ADD PAVING, INFORMATION P. 1 s,4.,. J/ialn RALP!/ E. BOLL ES '.4C.E.B332 13.4UC�US774 t'fc /•rJ B 3 /z 7f FILE NO. AP r)r ILN T I 1 'PEAFECT'Pa°raE i PLATE A RODNEY STOKES CO. 9 RIM = 95 Q 79.00 EXIST, FIN. GRADE 6 N N ^ SEWER LINE Top ELEV. �; cU.4B CURB �;� M.H. 4 TO D.E. o aI.GO 90 1:0 CL: 10C U-1 TOP PROP. 47.12 r` 2$•26 /x' # m 75 10.2q� TOP PROP. v'" N \ N SOUTH CURB °� Iy46' d0.00' 30.22 2782' _ Q SE6UEF� NORTH CURB 00 0 �� 40.' v 90 O y. C. o b �I I �° a 135.75 28.26' 4713' V.C. > 0' O 10. o 0 40.00' 9 r., - a a 00 `� W t; �o I VI 02 a.c•P �� °10 v N w 0 'h SD° °°o> 4 4 v 0 N + O J ti A I I b 0 (o" 8g % ?3 27.85' + U 7.40' 41 d ca ` o `t ° KO to ° co co eD �9 r 4' y, ° ac x'`40.00' _ q m o 0 N �} g,� 85 ,, 80� >` V o SO � 6..00 70 W h 6 - v.c. o� 95 95 O 0 +INN oo - �' c r > n D '') li ` e/ O _ c9 r- J ° EXIST ��_ EXIST, 2" GAS Iq Q v yti. ti r 4....cv d, O d) + ao N o O � w r , N v h CURB 6 t I �- Ezlsr.2 ° GA S H M+ o z 1 �/ ;� r h +O - + to a Z 0 0 � 4 0� �q ± U N It + LINE O 0 ° fi g° Q 1 o 90 80 7 W EXIS 6 "A.C.P. WATER LINE 5 s 75 7 1 80 � 00 0+� �� w r EXIST. 6 "A.C.e C.9 PROP. p U y , h r FINISH GRADE WATER LINE } FINISH GRADE 0 N J CURS 0.50 /° _ - - 87.95 o a I m KOWN LINE W \Op 19 O° 87.99' CROWN LINE FP '4 So% 60.00' ���� 70 75 Qo o� �F V. e o F� 85 p °wq O nA V. C. �2P �k W ° LU > A III Asir± ��' or) tj \>�c� + D THIC r4 s U ^ �� �� v U O �? F o O 4 o 11 0- 3 0 0 4 A 5 � Z � c9 4� 6b 5 oc E ST. ° 0 0 n W "' -� Z r Q �`F A o0C ,� N ao o °- o 0-0 O ° / oc x r' m 4 v O 2 E * U O °� � d� + N ca O u o0 0 1T o N m 0 of - °= eo 90 0� \ + ±� ph�M� �C�9 j h �� 75 80 oN w D_ o� N� N N�N� +� o v- C' 90 d - C, NP N- +�a Ot i� ON �n O cnt- .r o q nN�+ Cv �� a0� Zy F O. % EXisTSr,�� o N r^ SURFL7CE Oi/6!�' SEGC/6R _ E / O ° TOP CURB 9S ° 0.50% r _ _ - - - - - - - - - -� v , / G P o� PROP. 00 W 94.25 / J , °lo SOUTH 8C, TOP PROP. O ^^ 2 � 8 8 2S CURE a5 NORTH CURB \ �. h I' ��- '� C, (% b m I 21.15 42.24 35.12 8 I z N n.so bD U-I;0' (0 w EXIST. S.ft v �O. �. cc o �. a . v 0 cv ^ cv o. o ± r M CUR,C3 EXIST. N . It vLR OP �, 8., u.C.R 52.oi' 6 (� Itc CC > r N O D p� ^ p N @ 0.40 °!0 d'. (\ d'C/C.P.a' t` w r CO � y Q Lr = � . gyp 9d.25 42.2d' �0�`p Q` �o /DEl/T /CAL 70 ay y�� 0 �d as 8 0 26.15' V' S 66 3 1 C , �'b 'g c y 6 Ll\ r ►�, + 0 •�} 6 ti Sp 4' a tv' L 3 2 x 9 O ` C� o `d _ 0.50 /e 5 t- ri LL, N v °o IDENTICAL O r v `O N a y . p �b -- b a s + "Dn�+ °'`�ch °� N �cfl `" PROFILE SCALES ak _ - -- 6Q'o- "� " °~°'- ;�a0 ��h��� I Vu��°o G�} x0.50 %CL � N v L u S E�AI�' Q' No -r- a ao r > v HORIZONTAL : I =4-0 (r x r ;'_ 100'V.C. ± �- r w - -___�� VEftTICA.L_ I =4' 2zsiz' 2 100V.0 7 /1. 00' 243.50' 0 5 4 c' 3 SHOWN AT 2 1 0 s s' ��, LEFT HEREON 1 6 "V.C.P. SHOWN AT RIGHT HERE N �5' v tit VL1..¢ - -_� :a ir',' �F• v 64.72 -_ �.E. -- r M.H.A)D.4 -'' bg �a� `F '4t64.so /O SEK/EREASEGIEUT 1� E FP P �� U D I ION St3IVS 4164.50 M.H.,VO.¢ LOT L /,(/ 1 � � 1 ' S. �aT. 60U�ARY = 4 +�4.7z _ _ I 5 CALLE DE SERENO j 4+34 g` 3' i X D��/ U w S LAT°X O'5EWER °e G 2 -8` PV. C. PIPC -S WITH Z" `° w „ i� 0 EFT�5Z_"Z_UT. K CONC. REINFORCE o / p I , / MC -NT a 5OUD CONC. SLOPE 2 :I x OT LINE �?% w 4 SPl A31-1 APRON (TI P,) VF 4 /E S I/F/R /ES \ 3 a` q N t 90 LAT. [ � 5 8 - 7/% 7l� ... fURa //LET SEA, � 9 Z 3 8a•Z 4• 9 SEWER RVE DATA P�EO I 5T M DRAIN \ (9 OETq /L EE TN° ( ZO I}�' 6 ° o n EESyEET 2 9Q 93 3 LAT I V C- T. N0.4 Vii..:: i. --' ( � � 1h I $p R 5 7 5 ' L` 140.6 SEE SHEET 2 � 20' / /�/ CURB D I f i o���� r 7075' 1 25' z EXIST. Q"GAS LINE �i C VY •tiQa 34 oG CURB /NLET 5EE DETAIL 2 GUNITE OR 3 CONCRETE LA" � rc - o LL Qo - 3 8 I SHEETN - °4 KEINF. W. 6 x 6 z Ioz 10 W M C R� DA W 4Q LOT LINE ►� p3 p= � 3 0 (n ' 5 Q C p � T RM RJR IN = _ + }� R= 8 ' 1 6. O 5 011 m g. LA 4 - II CV o o' - S CT IO N A -A ,vorE: I SNT n � 1 _ l � w W C R ° A ° 3 FOR D/PA/Il/A6E 06 Ti9 /C Sl ® , 1 a U 6 TA I ( �o , _A v 5 0" � �• 08. 6 ° o x CU 6 ATA : F 2+ 1 9 Al ,,, X a CO CRETE SW SEE SHEET 4 I � - �� ' 2 0 I u.� _ i CURES D TA � R -- �`(. 3 �F.�• � °i •55' �2 .26 \ 1 � o W �� v = 1 o LR 55 L 2 .26 - A SC E I 2 R >89.2 r " ti P o _' 3' CUR DA I IQ O 3a 1� �� qD/ i I v V � RE5 DAT , ,�j .� � =2 07 '�' xis• z,� U ESD4 A� �- ' � d: J I CIO ° - m -q R° 0. °ho_R 22 L 2.24' 0 ; ! L °42.2 ' �a�� 0,9. a �. 10.9 ,g i ° 0 � v I � ( N =4 .12' 3 Da• 6 ' G .F• cow P R r ` � R =d7• '` ' 17 I 1 Q, v a + r0 2q, � 6 D ON POW 0UNDARY ER BOLE it Q I >� 2' 3' I 9. ��� �� � /4.201- T CURE DATA �� H.�' I G x6 x 8 l \ �I ?� LoT \ oz I Q °90 '60' kh�j ? TEE �] I a0 °.`�> y r.: 8 �' Q ' E r O L'94. 5' J. ��57 D �+ 6�R / A / g CUR DATA o. �• " �.. F I dQ L °94. zl �9sF M O < N > OI L / 1 C-) a G� v �. o \CROWN DATA i I a Q LU S Q 0 7 A C. 2 I 23' 90° R >55. o �t R : 99 / �,IQ o z CD CROWN DATA SCALE T 4O N x L 7.95 + � ° I � w a „ `' J I 1 D Q v3 j I ^ J � \ d° 90° R• 55.99 �� 5 / / slX i N �+` c� - A : �• 5 R� 3U. RINATE CONTRACT or , LU LU w Q I_ o �� L' a7.99 u 1 y \� / b �9J\ � 'a' � SHEET - � .j 0 - °° I COUNTY OF SAN DIEGO Q I I I T 55.99 S LE•1 40 \ w X p '< 3 SHEETS r 0 U' Ir' / ' ` ` ENGINEER DEPARTMENT U C) =I I . OTE FOR CO (/T /.0 T /O.V OF \ w + IN SEWER SEE ET 4. 0o I M.H.Iu .z \, 1 1 PLANS FOR THE IMPROVEMENT OF CALLE o AT _ & =wp o -. U 5 o i' \1 II DE MADERA AD D CALLE DE SERENO . �' I. �; f SUEDIVISION BOUNDARY �, 1 s FOR - , o - SEES �, I MADONNA HOME 7.18 � � '+ 5 �� � COUNTY APPROVED CHANGES BENCH MARK No. Description Approved By Date M. �CCOZ /4 IRO►J PIPE SEE SHE T ! I CA L bE A D ERA/ ' /�'� Description: Co. D 5 Reco m e�f r o al Ap roved SNOW STREET LIGHT RUN5 P.Z:3 TRAN$ITION$ CORRIECTEP P.2 1112171 Subdivision Engineer pe County Engineer O ro ��^`� Location: W• OF INT ION O N APP POWER POLE P 2 i. 3 0e(+""-' 3/12/77 UNION - 0.5' S. OF P. P. NO. P Z2 (° 33 Engineer of work Checked by T.M. STORM DRAINS CORR6CTEP P3 i ��^"" s�2 /Ti Record From: CO U N T Y 5-M. FILES - /� � / ;T%� �DG MOVE SEWER LINE P ONLY �� d j Elev: 145.80 Datum: U.S.C. Ca.S. jT Approval dote /l l7 ej -I ADD PAVING, INFORMam P.1 M -- f /n/M A.Pl'N E. BOLES PC.E d x72 /3 ArJGU57 74 i i per,.•, 1 FILE N0, MAR 2 i t (• 4 A�i; i;cin,: OFI Wr' i L �l 'PERFECT'PAMLE PLATE A RODNEY STOKES CO. /00' SEE Ts'P /lAL DET9 /L IY EX /5 T. GROU.UO �. HEREOA/ 2 - S" P•V.C. PIPES -- WITH CONC. 5T'LASN L L ACTON 70 O L E PROFILE S 4 ' 5TORM ()RAIN 'P: ALE /' SGALE : 1 " =4 /O' J & � -W I , :W45r G� k = (9,9041.(10 0 lst O � J L 22•± -RAP - /CK S/ N "1 5� Q \\ S /OEGU/7LK u 0� 3F' C u p � d ^ y' h• F/ C�ROFILE ® �o 2 �� 3' 6' � SW ;B STORM DRRAIN' p g" 1 D \ �' 2 °/. SCALE : 1'• = 4' � � V) 80 S"'P.V.C.PIPC -5 WITH a • _ ,- ;� 4 CONC. SPLASH APRON _ ^ NOTE ELEVATIO►JS SECT /ON :8 TYPICRLR5EEPLRN \ ` �SURFf7lE O(/ERSE N O A/O SCRLE OR TRUE EL.EVATtONS, � � M � SU.PFACL OVER SEWER O IS b PV.C. U (/C P. @ 0.40 /o ` 1' a 0 I L t� 7 0 4°� 8 °u. c. @ 0.40 °i �� ox v0, b o � ® PV.C. �'� c ?2 3 6' �`P Lr ��S N`'� 1 51 ®o.ca% F l _ PROF /L E SCALES AAICHOR /85.56' 232.7/' 3/,94' HOR/ZOA/T4z /"=40" SEES L)ETR /L UER T /C/?L j"e 4 ® PLAJV sT0 owe D -35 ryPiCAt s ¢ 3 2 � o MODIrIED CURB /A/LET 0-35 A10 SC<JLE CACCE DE SERE�(/ SEE SHEET 3 SZ' ' IIII III � EXISTING MOD. _ CWIQ� 11VLLT III Q GURttb INLET Q !, 0 w a A 9 o I 8' x 100' ± ' ,. Q �� Plhc-s J . Fk O WALL. /• / \r Q 2. S' CRATINCz y / Q? Z v h mss, s e7 rc. 5 00 MANH0L -E COVC -R w.J zOf 9 �• \ b /O — t0 1 I I I I EXtSTtKC� DUAL LOT L //t/6' ® O" e I I NC, � - / �N 3Y EASE/N �v ? p.G•p 6'p _ �j \ _\ un� a ' PIV.C. _ 0 �� \ \\ - Q 1 I : v 3�aEti P ���� �x� '� oN11�. uXR r R 36 of F.L• I 1 t6' -- ST 5 6 l a E rx N DETA.\L •- MO 0. \ � ORAl � ,g DO � j,` R/ ¢ M/a1NTAlNP.NGF r PLIRPOSE� CLC- - OU tvo Ccn l� 3 Z -8' t?v.c. o W 1 dC L.k i \ \` �/ .. e h PIPEg y �XIST 8 6 APPl¢Ox' A i COUST. x PRAP ^ \ Z Q ALI t _ —SOLID CC)NC. - a`,f ERM ° SPLASH APRON coT CiAJ t• . , - - -- - - - -- — \ s.0 so' u /s °43'00 "W S• - - - -- --- - - - - T-=` -- 6. / EX /ST /O'SEI.!/�4 EASEiY/E/UT ��� --.-_ -- - - -- __ - __ -. S. /3' � y'�p•� fi g' 3 . 6X /ST 1.41(9 Sn'h�LF N PF•P (XJC..U6 7J-220425 - AUGUST PRIVATE CONTRACT SLOPE 2: / mac"° =EN GINYEER OF SAN DIEGO C7Y10) v Al2rES SHEETS � 'N.J l� DEPARTMENT 7 - 1 *-7 7/k 7//* N OR 3 "C0.(fRE7E(C4ASS S) ORl� //t/A6E DETA L S RE //l/F. U/�6 X 6 "x 0 /0 x �/O WWM `5'`'946'• MADO�Vi(/A fVOMES O SECT /OJT/ COUNTY APPROVED CHANGES CONCRETE 6W4 L E BENCH MARK No. Description Approved By Dole eco men d for A ov k -1 d Description: CO �0 ,B.M• OC62 3 /4" /,90/41 P /PE p 1 SHOW STREET LIGHT RUNS PZf3 )f4 s 4 '/2 ubdivi E ngineer P yUT County Engineer TRANSITIONS CORRECTED F?- Location: 20' OF /A/TER5ECT/ N OFORPNE'U5 MID ADD POVVE(Z POLE P.21 3 UAJ /OA!- O.S',5.OF PP. A10• P 22633 r. r / Couy7Y Q. M. F 146'5 Engineer of work C hecked H T.M. STORM �RNNS CORRECTW P. 3i ��-� 3 /Is sg Record From: L1 MOVE 5EWERLINE PZ ONLY �anC/""" �/n/» Elev: / 5.80 Datum: U•S. C. V G•S, APPro 1 APT) PAVING, INFORMATION P,1 0� - 1//L/fl 80446'5 R,CE, Bl32 !3 A As ffluV /s m FILE NO. > 4 I , Y :� RUF M I (' ROFf G