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247 SUMMERFIELD ENCIN TO BE DONE: N A0V ACCORDANCIMPROVEMENTS CONS /ST AISv FOLLOW /NG WORK TD BE DONE /N E W /TN THESE PLANS T/AE C[/RRENT SAN D /EGO GENERAL NOTES rCONT //VUED) ' COUNTY EN6R. DEPARTMENT STANDARD SPEC /F /CAT /OHS ANO SPEC /AL PROV/SJONS FOR IMPROVEMENT OF SUBO /V /S /OIV STREETS Street Liyht 9. MAKE NEeESSARy REMOVALS rO Co'VNECT TO AND STANDARD REFERENCE DRAWINGS. EX /STING IMPROVEMENTS (SEE STREET TYP /CAL SEE SHEET 6 �'OA? SEWCM NOTES A66 SECT /ONS�. ci<MirS of / & I 0 THE GRAD/.VG OF THE STREETS • SEE TYP /CAL SEC. GRAD /N 7 ' /O. A PERM /T S/-,'AL L BE ACgU /RED FROM THE I V L /ini�s o/- Grading EO!/NTY ENGINEER FOR ANY EXCA vAT /ON W /TN /N TJ/E PREPARAT /ON of SUBGRADE 0 .44V/NG OF 7 S7 1%��•p THE EX /STING R/G//T O.c N/AY- THE CONSTRUCT /ON OF 6" TYPE ' 6'" e $GUTTER Gas e 60 30' 90 ' 20' PO" /O ' � 4 THE " It C0t1/G' S /OEWAZArr40✓ Tp CURB 2 /Z -Z S S THE /i '/ CONc- CROSS GUTTER AND RE TlIRNGJS j - See P /sup E /e✓a7ion Slfo n in Pro {I /e I TE 2% 2 THE /' It CONC. DRIVEWAYS caz, a72�7,, caa, 3os -z .:p::d.: .< 306 -/ aj IIO : c STREET LIGHTS E.rhlh e B, 7a°otanren(ExcoRt ♦# N/' rl � ' or noted) am ino "- G69+ q , g / \� I TiS/E /N,$'TALLAT /ON pF STREET NAME SIGNS Base Sec be %/✓ \� REFFRENC'E DRAWINGS.* TINE CONSTRUCT /ON Oc' V /TiQ /F /EO CLAY P /PE SEWER LATERAL S : I Doris Or. S C Curb GufTer TYPe G w 6'c.F. " " 8" V. C, P, OEAO ENO re r. / v PLANS FOR THE IMPROVEMENT OF WILLOWSPR /N6 THE r S li V /N SU RF /ELD ENCINITAS UNIT No 4 MME W N \� R ' L W /LLO/II�S'Pf.� /a" /O; /�J4 /VE DRIVE ° TINE // STANDARD C-pNC. SEWER MANHOLE TM 3057 ¢ SHT N /O, ENCINITAS ESTATES UN IT NO. 2 (S/z V. C .P. T./y 3 /GO -2 SHT. N° 5. T7 " " l� /TR /F /EO CLAY P /PE SELVER ti1A 1n1 I� P CLASS 160 ASBESTOS CEMENT WATER MA /N S /ZE� A. C. ) T 7W4C It �' BUTTERFLY VAL VE ASSEM E!L-Y rB. y VICINITY MAP F /RE HYDRANT ASSEMBLY t- --� ♦F. N, NO Sc E Streef Liyhf TiVE "COPPER P /PE N/ATER SERV /CE Gf/AA D FENCE FOR TERM /NAT /NG o N I' 1 4 STREETS TYPE C. S. 7 TALE « <i TYPE DS GL/A.40 POST ASSEMBLY 7'9 �❑ L iini t5' o f Gradir�9 �� STREET MONUMENTS 218 aG " 26 TYPE A" O/ KB PC/-2 T �Oi �e 7 THE " �' ¢ = ASBESTQS f EMENT <o /PE SE/YER FARCE MA /N 4" A. C.P Z W E /e✓ation Sho r7 in Pro{i /e T.VE " " 6' CNA /N L //VK FEtiCE M -4, M-S x 5 Oro W ^ 2 THE " ASPHALT CONCRETE STORM ORA /N PJPE Q LIJ v TI/E STORM ORA /N CLE.4N0(/T, TYPE + A" o -// vo • 111 - T ;A I,__ -1 , , �,_ , W ^ 61e- Se TINE �� •• CURB /A/LB'r rK'4• "C•• W10 -S GRATE o-7 GRAVITY TYPE WArAL7WYALL - — — L� 4 3 Lonc. Gurb `Gutter Type G S O� / I — -- ^ I Q N �. W/C C.A. �. Th/E " AIMCCL RAMP 4 225' - - - I� Z a F /Rr4EE COURT cvT -OFF WALL ---� D 0 1 a -27— — — \ Eo ��E- b.,�gr 0 4 DAKBRANCH ORI VE Tf/E " " ROCK SLOPE PROTECT /ON �« " �+V - As d° THE " ENER6Y D/SS/PATOR PER FC-S -3 LEGEND FOR KEY MAP W =_ Street G/yht e-# d 2/6 2/7 2/B 219 Fire h/ydr-an t e1 s)7 , f I I W W li Q S TRUc7 URAL SECT /ON WATER SYSTEM GENERAL NOTES. s v 3E /, ALL EL FCTR /CAL I GAS SERVICES W /TN /N TI✓ /S SUQO /V /S /ON Water Line —w — Z 2" A.0 on EGMENT AS SHOWN ON PLAN ARE !/NOERGROL/NO Sewer Lint ALL WATER MA /NS S SERV ICES INSTALL AT/ONS FO<q LOCAT/O/V OF ELECTi4 /C CABLES ANO / 6 ",499 regafL Baca C /ast 3 1 SIs'ALL BE Storm Drain CONSTRUCTED ACCORD /NG TD STANDARD PLANS API�URTENA/VCES L'ONTACT: 2/4 2/3 ? /2\ 22'r 224 2�3 r �� 15 SPEC /F /CATIONS F'OR CONSTRUCT /ON OX- WATER Sz`reet` Name Siyn O SAN DIE GAS ANO ELECTRIC CO. D,-a/i?&ye F /ow —� F d MA /NS FOR THE OL /VENA /N MUNICIPAL WATER O /STR /C T. x Q 20B V9 2/O 2// \Z � 2216 � I - 2. ALL TEL EPI./ONE SERV /CES W /TNiN TN /S SUB DIVISION ARE w H AL L MA /NS SHA LL BE . C N T /TN T P OF v+r. , \ `� " ,: 36 BELOW .� /N /SH � STREET G/PAOE UNLESSPE UNOERGROUNO FOR LOCAT/pN OF CABLES ANO 207 X227 pTNERW /SE BROWN ON THE PLANS. PRESSURE 4PPURTENANCES CONTACT.' PAC /F /C TEL EP/,/ONE GO. 2C� J 22B ' ` .' I REGULATORS SMALL BE //VSTALLEO /N /NO /V /OVAL LOTS SET F0AP 3. ALL LOTS SIVALL BE GRADED TO I=REVENT TA1,R P N N RESSURE. O D/ G OIF �5 c4 ALL c'O3 2Y/2 �/ SERV /CES TO BE CONSTRUCTED CLEAR OF WA 7 ' / �. 229 OR /I�EWAYS. [VA TER METER TO BE LOCATED 4. THE STRUCTURAL SECT /ON OF STREETS W /LL BE /N BACK oic cvRB• ACCORDANCE W /TII SAN O /EGO COUNTY STANDARDS ANO AS ALL LOTS TO BE SERVED BY A I = COPPER WATER pETERM/NEO B TI/E MATER /ALS LABORATORY. O SERV /CE, CONNECTION TO THE EX /STING WATER -AtS S. ALL UNDERGROUND UT /L /T /ES ANO LATERAL S TO BE /NS'TALLIE � SHALL BE MADE By THE D /STR /CT AT 7 EXPENSE D OF TI/ DEVELOPER o.4 CONT<4ACT02. BEFORE CONSTRUCTION OF' CURB OR CONCRETE CROSS G[/TTE W � � � I OR SURFACING OF STREETS. R PROV /OE MANUAL A/R RELEASE ASSEMBL /ES 6. LOCAT /O <; N ELEV, OF IMPROVEMENTS TO BE MET BY WORK J W AT ALL HIGH /NTS /N WATER MA /N. TO BE DONE SA/ ALI- BE CO/Vx BY F /ELD MEASUREMENTS e :e PROI/ /OE F /RE HYDRANTS AT SPRUCEWDOD LOCAT /DNS PR /OR TO CONSTRUCT /ON O� WORK, . _ DRIVE REQLI /RED BY A /RE O /STR /CT 7. A CONC. DRIVEWAY TD BE CONSTRUCTED FOR EACH Lo7 0C &V 1 <; TO BE OEC /OED /A/ THE F /ELD 'BY EN(�' /NEED OA WORK. TA,/E P, C. C, SL/RFAC /NG SI/ALL EXTEND FROM TINE CURB TO TILE PROPERTY T J GENERAL NOTES - SEWER SYSTEM LINE, STD. OWLS. G G24 3oS -2- 906 -/ EL CAM /NO REAL SEE COVER SHEET FOR SEWERS SHT. No. 7 B. ALL ROc, StOAE PROTECT /oN S/fALL CONFORM TO STATE SPEC S SEC. 7p O<< ✓ANUARY / 973 PRIVATE CONTRACT L - GB99 NIC /LL ` AS BU L T SHEET COUNTY OF SAN DIEGO 8® — 1 DRIVE y / ENGINEER DEPARTMENT SHEETS I I I I I I I I 1 E. BR /AN SM/TII P cE. / 8/7 PLANS FOR I I THE IMPROVEMENTS /N I I SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES SUMMERRELD ENC /N/TAS— UN /T N *• S N S . DIEGO COUNTY FLOOD CONTROL DIS LEUC DIA COUNTY WATER DISTRICT SAN DIECaUITO IRRIGATION DISTRICT lEWA MARK No. Description Approved Date Descrip Mon. NoOG -oo ?2 37's1! o {� e`°'"'"��eJie' A�rev� / �' County (f/! / Sfruc,/ura/ Sec �S'e� 4e Crrst Or., 2�' S. ofA/i /ba Rd. E Lor. Port Rdwd Fence n n APPROVED ! LeeetI": taotd/nete .D /9 -16"e Se dI vIsl ( n, PEPu G YM kweer APPROVED BY S.�e�L/ �o��..�.r� r� 4 7/1 9 Ao[� sAss f B I gin ei k Ch.e k r KjEY MAE) BY SECRETARY MANAGER �f I. / � o 1k;i1blUh SCALE: L " =2G1p' "" DATE; DATE .>27 G�Yo�o/ i�99 DATE (' /fi ^� ��17 Record Fnw: _CQUni;v of San Oievo `f� � Elc_ T. AL i Elev: 22 Daum: 61 S. C. 6 G. S. e ^ ►Neva me 13 " 817 a4 JAN 74- 3Z 59- 5 4. 74 FILE NO. .9069- .T *PMF*cr"" w s PLATE A RODNEY STOKES CO. V m L Ln n 0 l \ ! u Q0 � m 13 m tY v s J ! U1 N + in "£ n "• J l9 N N N O V1 h� V Vn M m C " U �9 m m y ' ` h\ v 1 2 (oQ LT r N n n ^ ^ N h M y �� , o\ O GROUND LINE a N'LY fQ o0 w w P v N 0 In h in t `� �, v _ w h \ n o N N c o 0r In kl m N V n �' h v n �' V 0� ! 2 6 0 LT + h TOP PROPOSED N'LY "^ ° 0 O p0 n v1 + RI Nth N Y w N cJ Ild `� a/ o b rn N CURB o N rim N t`i N ,°° "�1$ ��N X *h III W 4 nN n� J 47 2 ' b ¢. �4• v N N N NN NnN, O m 574d' o M µ 4 '6 14 W 1� °'D-'r V 0 on curs a � h hh IG' �9 � / 7 47.12 h h cy °D r - ss �s N N /o /s2' 0% 4 4 on cur o h ro i -f,00 In N \9� V N c+l p V i = enGUrb On curb N d o M \° ! nN +x NN 0% Lp m �= v N h�h� °D� lO W_ 0 v O In n ^ a 39.65 M N a + d n curb � h / d.sd Y C. � w l9 N + N o 7 O� a1 _. x '{ N 0i M O Al rn � I) V` W� � s� � p , ` 0 W N + :(f n in Q r O M w s I� N + V1 + to 60 N `I d GROUND LINE of ! LI , • ° `►Y ►� ► W 260 �. 11� r N r N °D N .� N h N m t` \ N , t� r '� Min 4 ��► �, / J2./\ aD N N Q N PROP05ED � O N v \ M 4 n \ hd v 2 8 ., \ + In ti o n n \ N 4 • h Nw a ; , 0 s 1 R =080% O N4h M ^a A1 �i 33,e NVT GR�_ ��TO $ q C_ — �— -_ _ ° e Z ° N ` N N N N m 0D 0 O y. -- �� � � TOP 8 " "A.C.PI I'I In N r 91 342.89 8 "VC.F INVERT GRADE -- —� m co 269 2p s S= 0 80% >' y `� 240. 79' E`c "n AT ERT GRADE N N m 1 4'CONC. ENCiI m0M 7 EXIST. " VC.P. + V o In 49.OY' U op, ea S= 0.40 ° � > ` — • V9 N - N ^ � a� N W 460' CRUSHED ROCK BEDDING TYPE "6" k �1 ¢ �Lj� N �0 1in N n in � P O h d tD 16 "AC P !(r � ' (X Zb� t 0 260 RT r No r; N + I � 41 0 14 N y N I" �, N< m ' ���� h � o 260 RT \ r N h N °D N N N N p - x TOP PROPOSED N \ o W W p In o, v o p v • p ^ d o a a M + N S'LY CURB 0 In m m o. °O �i a °p N 0 91 � 11 - \? N r N N y h n N ° — N N N N O in h N i .��r\ 40.%, 0� R= 0.75% N N h N N N N Nq�j 4a\ NN N n� N �� Z4 -4 O GROUND LINE S —�� �¢ I ° /4 I °/¢ ° A l( % nlf °14 co SY Y IF 5743 4712' ° `� ° -� . y PROFILE SCALES LA 146 45 865x' an cur en orb / N V ° c g � M v \ I V HOR. I "= 40' Io2.2G' // � h � '� V •�e 017 curb on curb an curb IN, YER. 1 "= 8' �y N 5 6 7 8 9 10 11 1 2 \a 13 Lu EL o� Q ? N C7 - e E SEE e O V4 U.F - 4 5 Foci QI EX /ST_ /o' �Q NN 1 I OD U - STORM DQAIN S�rsZ a C N 5EE SHEET NO. 3 , �� �q %Iz V Q h EXIST SA.C. q.C•P NOTE SEWER LATERALS ARE TO BE INSTALLED \ 0 � H 0 O �, U W lb PRIOR TO WATERLINE. �+ ° III I 0 u T. - Fbr UN E ¢ Per Unit S CURVE DA TA v e° V III A 0 $ v �j \ ° ^ ° I Q N W W Q �\ �- N'LY CURB: A= 24 R= 343.08' , L = 148.16' tl v `' c 4 �� M % Q' 0'0 � °�' °° h , a O Old WaEcr /ry,a �' S'LY. CURB �= l9• /9'S9 "' , R= 303.08' , L = X02. 2G p N "� , a b O h a o. 'K V O ht P. R.C. TO OAKBRANCH OR N ' y0 j �, �' }z \i 3 N 441; k *111 q ,0� =30°50'0 ",R = 323.08 ,L °173.87 E�e OA DR N TO E-G 46•/6' yr en p =$ / /'08" R= 323.08' 0 ° L = O j/Z a a It SEE SHEET NO 3 a�� -- N ENCIAITAS E5TATES UNIT No 2 e ? s I3j a Q TM 3160.2 - r .. 9• G III_ Q Q �4 � Q' C '0•a', \, .� � a� P`' - .. � -''•/ sue i�>/ .re F.N. L 0 G� o , o w °o � �V W n r of ►` I \ I I _ ° p F, 02 N ` D N h I sct U S , \ N SCALE I - 40' Z � w o n o w �o _ ?� ( o �� It d�v �? 0 0.` �,V a� s u '8.14 8. ` t'..c:x I ° tl h q��' d N ^IV i Of rj 14 I� �\ b o E . R, ►� • o p ", I 4 t ` hol0 / }� K ss , N' oa!' \SZ5 I PI. /ib � N 19, N Q N lr 1 C . WATERLINE CURVE ¢SEWER CURVE A 19 a = s•1 r'os' AS 6 !/ /L T �-• ° x0 0 ' = 31 3.08' , L= 107 58 i R = 329.08', L = 46•/6' R en p SUMMERFIELD ENCINITAS +13z� c, „ E. BAP /AN SM/rN ,p. c.E 13 - 817 UNIT No. 4 T.M. 3057 -4 O ¢ WATERLINE ' "• '''" 80 .0E' D = 39 °01'50" SEE SHEET NO 3 79.89' Id. /a• 3i. R =33200• CURVE DATA s ee °l exisE wmba. /�° O SEWER CURVE L 22t"e IG' s« f <: / <<.,,e ` ,�� 3 =$•12 "48" NLY CURB: A=19 R= 302OD',L= /0/.52" PRIVATE CONTRACT L - 6899 R = 322.00' ZZG S'LY. CURB A= 39 , R= 342.OV' , L= 232.97' SHEET � 0 ^ L = 46.16 � B.G. To j FIRTREE CT COUNTY OF SAN DIEGO = 227 A= 8•/2'48" , R= 322 , L= 46 IG' 2 n \ ZZ9 0 0 A F IRTREE •30 49'02', RT32200' L= 173. o=XA/V PROF /LE y p 228 h o ^ X O X FOR THE /MPRO VG'hJtreNT OF y O R/ �E ITV /L L OWSPR //VG v1 ?1 vE /Y /L L OwSP.p�N6 COMWY 1 VPWVED CHANGES //V SUM1WERF 1lL0 BNG /N /Tit f UN /T MA f M Be" MARS( OG&I M 0100 D�fCI I�fiM: co U/I✓` Mon. N° OC -002 �i / R 97' W. of L 1co"1O tir i App•v9 _:r ® ADO -siygEr Q r Est OFr, 26 S. af' t9dbd /90✓, t'E Cer. fist I►e /w . Frrc /,. /[ten ,Qs Su.i /t `(Z�, Q/ °9/7 LoeofiM: Cook /ilete 3/9/✓ - /6d9E `a• "�' Dfwur7 C°.mr E In• v li�wr.f' k. C6•�by R�MrJ Frew: G U°7L� 01Z' S6v7 1 0 tEo Q 1 E1w: 990.22 DMnw: U. S C. i` GS r • / �/G> e•.. �q.• f• � 13,817 3259 5 FILE NO. FfB 04 1994 'PERFECT'vweraE PLATE A RODNEY STOKES CO. U [ V m 4 m U W N P W V m r N Q Y1 l9 eD N N1 O tin ILI , a N V Ift w1 _ N N + in In Mai h N H� ° 0% �^ 0 m 0 TOP PROPOSE m N O N O N hh h N N N _upi_l0 O 0 d' (Q ELY CURB 14.09' ON, 0\ NN N N N h 1f1 + Ill + Inv 0 d r i N V NN Z2 N N O N O N O N O a U m j n 6} �— - -� �S 40 t- d w R =1.30 •/. °/ %I e + N t r u In (x �� In `r in 90. G7' 2 c. os' 47.12 4 /4 ° A A ° - •� N j <c GROUND LINE ®E'LY I� R, p N in on u rb o n �„ a / /4 / 0 o a S i N lln i9 2 60 RT 250 RT 4/ - o z 250 LT � 30° N h o kA en err 47.12' O J V N in N a/z TOP PROPOSED 111Y CURB ) $ \ LP N h N 1 0 on cur to O* I \0 V1 Q/t N M ` U (P V ^ o * Z O n a` �4 414 ° /4 o GROUND LINE Q 2 0 100' KC. PI = 0 +50,25/\ R. ej U1 N F w1 N N PROPOSED on c r h w1 rn tn U V O `f — yj♦ Rl 'V' N -NON H 11� i-- In Z N -U +N ON+ N pN O N 0 N N� +1 tn O W S z /0y. Q O C14 O N + LA 8 GROUND LINE 6 ELY. 1� �� �� �� p N , V GROUND UNE LP C ` 6 .. H N kn P7 a 1 7 7 7 Z Q� ° ` —z– "' g 2 50 " �6 c s?g oo' 8 .- R s 2 60 ¢ �� � O O N Z 0 h i 160. oo' 8'" ✓. C P. INVERT GfZ4DE I I b C. 0. iiiiiiiiiiiiiiiiiiiiiilillillillillillillilIllillillillillilI N �. 6 5 = 80 % \ _ \`\ M PROPOSED 00 h a n — a0 u V m S' 4. U U k1. �Ao A p O O O i O tU 41 Rq0 '� of Q m a ry k �9 /$ N °'� N N °� N A/8 N A / N � N a � 00 l\ . V Go N m LLl u ZR2 R' O N 8 / ° /g N N N \ lil ?p . N vl h a rn n kn 0 V m uj + W GRADED V c N IW W P U1� n1 N N N c O \ / � \ N ACCESS \ 0 0 N + In k1 h Vi w; In (m G7' .� ROAD y0' Curb Or/ /af O N N N N to w in N A � � ` a -r. < . P `� W Sfd. O�w . 2.5. oo' .2= /./ °,6 co N N N L9 O p y $' G, / `�ie —� Q` o - as R - O % + H + $ �X T sq l8/.34' GROUND LINE All K 3 ° / p U A G p O N N 1 N O N 260 LT. 90.67 V1 / + �f 3t' on eur - N DO Zb.o9' 0 4l / /q /4 / e _ N 2 r b 26.09' ��d I 250 LT curb a on carb m 5743 /4 4 250 RT. TOP PRbPOS�D + In M M /2 3 4 L5 oa rrmb W'LY CURB R` p N N N N N N I on curb TOP PROPOSED W'LY. CURB '1ZIO' O �% on curb 4712 R- 6 � O on curb GROUND LINE W'LY If? 20 °- PROFILE \ M SCALES: HOR. 1"=40' N �^ VE R. I" = a' 4 0 2 / o i 2 3 •3 2 / o e o ' Poe o m Zo9 2io pig 5�� "7/ ow b le to .. �M4.iJP Fe ve 207 SEE sHT NQ 2 %X ti _ DET.4 /L 0 C `' ' A � ,G x ^ 0\ 0 2�� 2 /9 22o 22/Q P cap ,. /NStoI/ / '. 2s. 9G' _ 6a oo' Z 17 \ d 6 0 h m FI R SPRI pR I 222 < b g a ,� \ REE NG Q : N h N Air Release 0. VVILl �' ao 0 t' Q( a W a 4 '� ' R1 0 M �� e$ S _ m °: $ W ly ° /� f ' .- i a., �.5 M H 1 11 0 0 M X1 �b t I D 0 4f a a �� ' ' h p o ,.; N N 0 o a r a o Q 204 N oo t7 "tTE. Z,C ah "it 3� X N V u a p N I O Q V m o> s p M M 0 M1 C O C 0 k Nil n t Q n M M1} 01 4 O © (lJ V y5' G /0 w N u v o • W i d O �' i M O 0 fP Q W e O ° A ` 'L r 1� N'v IO q n, O o �1 v 1 n - f � V M \l 4 0 ,}' o } tS N P 7a',of. 1 1\ 'C Y 1 , Y f e9 I- !1 c D I o0' N 1 h V b o \ Y tirs sP lY NOW d �" C V N d' 1 M' � ,�G.18 L N E: C. A. Z; p4 i ti •iI d�� Vp + ac \ a Nib ►S i n, M r ' / /tN. /9 r 0 0 AS ,h h * L9 R1 p `� V Q 0 V e M Q �' 0 sp a F. c. 0 xq 9 A t� \ t = Q V h 1� 0 O aC y b i r ! h , b , //c oo' ! I • ` �\ i h f "!l 9 R ' 3l�8L' 3 � v .S4.oe" Po//boR 7o•ee' 7o.oe' � '� � V 4 N � �P y /NSfo// y p i II i.1t 9) ' `l Air Release onSt.T pc tV K mmik-_ 7 so. / 2 V01 C.I. A, oQ°tc'*c Dw zo 2 os 2o°f 203 Zoe 20/ " v / T v M 6 8/ _ <. lz'Wale Gr. 2 k oA M o 9 I— • 9 - E. BR /AN SM /T.'/ 7 G• G , - —See beet 5 For cur Outlet 5 �� �' 3q �6 !�+ Stor Orrin Dletai SEE SHEET NO. 2 p 0 / tiA h 1iN,� Be• S F /RTREE COURT sS. ° b li /oj G r� / I 0, ® 0 EX15TING DRAINAGE EASEMENT PRIVATE CONTRACT L GS 99 z 0 E h a ' �h 0 GRANTED TO THE COUNTY OF SAN DIEGO ��^ i y �t Z Q \ h RECORDED 12- 73 SHEET O G a \ \D /PAGE N CO O ENGINEER DEPARTMENT p `c FILE 3 \ 0 V 'Q: 3 o 73- 34840.5 C N 0 m v' Jo r 0 V ' a snEETs M �' pNM a • � \ y N E WAIVER � pOI N 0 N SE 223 4 RELEASE FOR PLAN .ROF /LE i 'ZZ¢ STORM DRAIN ACCESS ROAD FOR 7 "Ar /MPR O VEMEWT O F O OQ�t✓ Z/3 0 U N 2/Z ib o \ 2S FROM SHAPE'LL INDUSTRIES of . IEGO INC, DATED DEC. 6 19 5 ` "` 4l)/,� SAN D F /RTREE L'DURT s D� /e,4 6 " Foi c r /rJa %n OAKBRANCN DRIVE /W S'UM.�IERF /EGO AWCI�V17 - 4s t/W /r � S COUNTY APPROVED CHANGES 0• � !� p E BENCH MARK / ,- " / «emrn kx re A �aGE. y Du�riFtkilr Ahrwed►r Deft Do@cr4rHem:Cej0n MOir.Wo•oc- oozes / P37'W 01"' FfO vpeve� F. �' 9 C/' t AM" Pi S. oi'Aeb✓fV A21 1 E. Cori Po :e A' �./ �is.►cs fjFi C & Q Q CU¢b OUTLCT C JTA. w/ - "(/�9� Subdl vial« En inear DEPVT C.anf En M «r U\ 2 +25.99 Oa KgTLANCN LLLIM•°II + +++ Location: Coo r i Jwee .9/9.V - /689F y OAKSRANCH DRIVE DewE DClt�ed EnVineer e! rk Checked by Record Fwrr: Co unty o 5Bn O��yo t� b e - T At r• LMkzfe Cr..b Gtia'/ef Lef 2/5 R h Elw: 380.22 D.►ws: U.S.G E`G.S �/ //pie'++ Approval daN 3259 5 R.CE. 13,8/7 / -24 .- 466d _Shizal� FILE NO. I Ee .., is "ffj;11 309 -3 'PEWECT•rnora.E PLATE A RODNEY STOKES CO. \ V 4 L e n r4 \ i 0 Lb n 0 �3 V1, o N a 4 0 �o v w3 N o a 3 0 M \ � wl Y in N y \ Type C-1 "Cvr6 a " ku w `° ° V \ 0 0 ° J ♦ e oil F �' 2coo I., /mot, L�Z�' i�2 ���o w� �h a� ` ��a„ hk 3 �k Sta ow -7 W G -S Cr 'afG N Prop. 7-p o { N Curb Prof f is /sb 6i+*k Prop. Top o f 16 Q b .v ♦ �! v \ V a vcr PiPc S. Gu�b $ a M ♦ 3 9 h t Y h r} A Gvc'Ler6irdi � \ ' _ R' W h o s- r. • � $., V.C.P. O I ky h� o o i y0. bb 2 Yc A �.F A ji t vn ����jj /3 ct+ 1 2fo o� ti s= 2.a °io ktik���� a1,�y� 1 1 4 b 3 g 37.62 ti 0 Z 0 J Z ours •n k b H p h 4 r sorer 7/ �,' /83. lG' /e A. C. 59.97-iB "A.C•P /sa, B/' zr"A -c. v, b � p Ct.q SS 2000 [LASS 7.000 CLAS -+ Loeo V y( �r � e2 0 u /��OF /L E SC.yL E ct.iss te•o /e �.c. . GLASS z000 IlERT /" s 8 8 9 10 11 12 3 ?i O�.o Q I I a vv f ( .? /8 '� N 4, b n cap �I � a \ Y� �1 L pip %J 1 5 R t M It O j GfrS/I B t ' lea V i✓O '4G'E >l A.c �, // Ft �00 e�.G.R G Q h c rtdr a a� ENC /N/TA5 ESTATES 1 . 3 C T N - o. 2. /",0/ ' of P�7- \\ If a m w `N4 10 o Sca /IV ,pro A 0 Isar a �' �� h 20/ n k c h \ ��d /9 S 8 U/L �— SUMMEeF /ELO ENC /NirAS \ / ��� 0 it I t \ m � 0 te r, -ITS Unvr .✓o. .` J I �_ S, +f17W 13, 817 _ A tt^^ N ' • / �+ + 8Wv PRIVATE CONTRACT L-6899 SHEET COUNTY OF SAN DIEGO = ENGINEER DEPARTMENT 22� PL/9N AL AN F/L FOR TNT /,y/.eROVCMENT OF C STORM OR.9 /NS ° 0 n 2Z7 2 2 9 2 28 aver /w. s /N SUMMxRP*/ELD ErA/C /N /TAs MOM AFTROVED CHANGES 9111KM MARK i No. Dwerlpksn AMrowk by Date Cea Moss. /V 0 C- Wi= /. P. !7' /1l Or it •e •ad•d •r !rev Approved .. 'I t .Q�p S/7d0tB .Y / C ' �' '�'• �y .CO/!��Ia./tr W arii .0cf (/ Iria{an Ea inpr Co a••r 4109% Location. Cooe J.ef ! N- ut EasM••r of k Chocked by Necerl Fawn Co u.! Oro / o �f h� T. Al Elev: . � J0. 22 Datum: US C. G.S. `• /•//LiO"✓r j'y Approval dote �� - r'y{" R C 15,9/7 i- z4-74 FILE NO. M X069- S 'PEPFECrpaI PLATE A ROONEY STOKES CO. q It e i N 3 Z N 'p u Y y • 1l A l I o,g zy h 0 4, 2 5o N A 2S0 Pi'oP. ToP of Eost curb h Z F � 0% dh �: till ACCESS C -0 ROAD U 3.SO I °ry.c a Q '230 V. A x /2 'x 2 77111 !sroudsd ,Pao.(' Shp Prbfc v Use /B Cu.yds. +r2 9, Sar•. 72, Ssfsai• o/' !w /,i6rnia .s+cd. •�j+eci%:'cas ia�s. 214.29 P7" A C•P. /58.00' 27" A.C.P. 0 SCAM" CLASS ZOOO i CLA5S 2000 /ri�OR /Z - /" -r 44' 4 -V -k 219 220 22/ 222 o ` b3 m a y N � -� m a k � �o 0. �6 A o t9 T N N Oa\ \ 4 69.9 �I Co t. Typed s� • ° � T m - OA �t B•eANC a P O.P/ E \� ♦� D \ - 214 29' — 27 "A.0 P N26' 4G'oo E ti10 /n' C P y � \ XISTING DRAINAGE EASEMENT N c Ac oa -E 23 . C GRANTED TO THE COUNTY OF SAN DIEGO RECORDED:- i - iB - 197-3 88 80.00' 90.00 FILE /PAGE No:. 7a- .3¢,64,-5 P I2.' Graded 4ccess Road a v P2o 44 5 B 4 T ,• �i i4 -is- 7s 2 ZS 224 A' 47 817 Z 23 Z 3 M p SEE WAIVER $ RELEASE FOR RAIDING zz `Q E. BR /,4.V SM /!N C. E FROM SHAPELL INDUSTRIE OF 0 SAN DIEGO, INC GATED OCT , /973. 3 PRIVATECONTRACT L -GS99 S HEE T COUNTY OF SAN DIEGO 8 2Q ENGINEER DEPARTMENT SMEETS PG A N /°LAN y am' PROF /LE FOR THE /MPROV6M61V7 OF STORM DRA INS' COMITY APPROVED CNANGES IN S!1MME/ii /lL0 ENC/N/TAS - (/N /T No• MA •S RENCN MARK Mw D•seriNi•P AMn•� ►p D ~� D•scri Pf C007t`y A*o- No. a'' 0022 AI L „�. P 37' w of Q[ K«mnan/•� far AMn I A Service ^41 d Ent /� CrcsfT 4t, 26 S. o I r E. Cor. Fat . Fowco • O'sSipovfar- Os /Cf D' �o 4�09�1 L «tli•w: molt 3/ 9N-/G89E �I•tN•w Iz Pa 7y County En Ineor Add Sh"7a 1 !/1aI Egin•w •I Chocked by reo Oe 6 p(�� 1ibc Reee4Fem: of Sun Diego ', /) Rb� ' T. AI • As �ur�Y d 4/av/1G Eb.: 380.22 �/� zCd D.w.,: U. s.c.66.s. °"` 13,9(7 ,,,,..;24- 3259'5 FILE NO. 3069 -5 DIMENSION 0 REINFORCING �x SC.4/EOUL E % 1 1 I 3 -G" C. /. P. - - ' LOW FLOW P /PE w 9 3 - I h ogp 1 9. M /N. 4 " GENERAL NOTES: II I r 3 6 7 =/" /. DESIGN C = /O" EQUIVALENT .FLU /O PRESSURE = 60 .4CA' Pi/.Ce/Iir �L � I / =7" MAX /MUM OUTLET VELOCITY = 35 F.P. S. lsr.,v.NS) 3 1--- - -L -L- e o _ B ,. { 3 _�•• 2. CONSTRUCT /ON SHALL CONE - ORM TO THE CURRENT 9 �_�•. CAL/FOR/V /A OEPARTMENT OX PUBL /C WORKS �\4 7 - W 9 /'• STA/VOAA?O SPECIE /CATIONS. END S /LL 9 ,/ „ =.9`000 "Psi 7 A•'bar - 'Sd9 12" 4. REINFORCING S'AIALL CONFORM TO A.ST.M. OES /GNAT /ON "B" bar WSW /z" A 61S ANO MAY BE GRADE 40 OR 60. RE11VF0RC 11VG PLAN " C b ar 'e4&V4& SHALL BE •°LACED W /TN 2" CLEgR CONCRETE COVER O'• bar Af`4jv/z" UNLESS NOTED OTAIERW /SE. SPLICES SHALL NOT BE AWrr..•R /RRAP Nor Sh~'V "E" bar vM 4 0 /z " • PERM /7 EXCEPT AS /NO /GATED O/iI T/,/E PLANS bor W.40 G•• b yr7 S. C P /PE G.4AOES NOT EXCEED /.VG 20'7o � r/VLET BOX AV6, R /PRAP 2 BACK /NG METHOD 'B MAY BE OM /TTED. 6, /F INLET .BOX /5 OM /TTEO�, CONSTRUCT P/pE COLLAR a b A S SFIOW/V. /4 /P RAP UNLESS NOTED OTffERWISE ALL RE/NFORC1lVG BAR XPi Oia. M' 7 r /7 -per R/PRAP -6 BENDS SHALL BE cABR /GATED 1t/ /TN STANDARD e, Low ! : I HOOKS. F /ow Pipe 6) 1 Min. / No Gonelrretien 1/ '�/ a I ^ r i11•{ Ri Rap to S/o a C'&om Oho/ ✓einf Prngirdd✓e /rrr P P Airrw. n sidr Al/ w w. /rsafrir ill / •Q I � I Top o{ Sill to Nafura/ i U I GA -OL.�d ®End COnslrurtien ./oint �� / Nafwrv/ F /ow L /ne f Co h 3' Rock Cut O {{ 12 6" C /ass 2 499. OBL /QUE" V /E"N/ A► Subbase SECT /ON B SECT /01V � n'� �S�ont � Symmrtr/i+•/adnulCrnfrr /ine N 'rts 1 w. feet �{ I«Si,lr .stir A 3 �/ 2 as fieN mrteA a►yfi /: r yF fi .� heAr /plef *Nwtrvrr rwmvr rr ny •F "d•.r in firne(etion sArb 1 N I z QEYONO I I P /PE Niiv6' 4 ®/7o(AV/sie{ fse+� 'e'4`�A�eutsefr A.reJ +r'LpAe(,rss/di 4"r) i►'AirOC'nridi figr) r . Xr7eb.6trrier of /wr lawn&/ Ser 0C. OE`.Vetr r 2 6 r+. face ""S ( P /grN•fr /) ' ( ® /o(nbtr f) r«nyrc i y arnr wrr, brdwd/snd rnd si/! i TYP. S /AEiYgLL RE/NF L A' TY/. �I� /o(NoA• f� '.1'br (Ak'lr 1J B ber(A6te3J f " f. /. p. I I �P4 �j /O X12 L -- - - - - - C. • C ` Ar(Notir.� /=i " 'E�b..(nbtk.� .Sw£ndSi / /E /r✓ I � LIP D % U pu►(Notr f) fse sArb HEADWALL ELEVAT/OYV c SECT /ON Srr Srction D ¢ I i 1 L -' or$n% Aire ,.'. yarnrY�ic ✓�dwr Cin trr/ r dDAD(e SyRUnrtr /c a/ about Crntrr /ine / 2 . MATCH LAGtT /ON OF ,r Cf. /,3 8/ 7 S/OEWALL 2. DOWELS' /AIWNO SAME SIZE AND SPACIA(a AS WALL RE /NA"Clwd O AW aE U.fEO /N L IEU OF CONTINUOUS OARS AT CAVTRACTORS OPr /ON. 3 OR AfArrV ENO S/LL RE /NFG�PC/N6. /? PRIVATE CONTRACT L -6899 �S /? ' ficr only ENO S ILL El- EVAT /On/ SHEET COUNTY OF SAN DIEGO 8® 0• S New 6 ENGINEER DEPARTMENT T # S v N ficr 71 0 Aed tO /= I"vrrt rprc;ng Net brterrw+ 6uFl/e r.e// Lbww/f�riP N h rNnferery SMwn (a. Find I rnd r/// s 6'lwS rfuN ht) MS j , I° ENERGY D /SS / PA TOR IMPACT TYPE IN S!/MMEAPF /EGO ENC /N /TAS - UNIT IVA. S LLJ V UF� 1 6 COUNTY APPROVED CHANGES SECT /ON C i n . / $ECT /O/V O BENCH MARK win. /4D No. D••cripN•• A pp vd ti D•f• Counf Mon. N° OC- ?2 /z / A? W. o f D••cripien: ,y Axs: Q► /ate • CrastOr. zf'S. e{.fiatA� Rd., f'E. Co,-. Post Rdwd. Fines ,lel.n E ,».r Drn ✓r y Cw.e rte. PRECISION Set S.i>` 3 f l.•cof•n: Coo irll9• 1h N. - /619Ai APR 20 1976 AOD 9AAEE7 L? �/rffJc Engineer of rk Chocked by A e f3w� �� (,.,,... l�09 R•c•d Frem: CoantV o f Sark 0. , / ^ /2tk T. At Elw �dio.72 D V S. C. d= G. S. A • •reve ere 325 13 4017 / -24-74 ivLa 04 199 FILE N0. .toc9 - i i SUMME of C /N /TAS UN/ T EST /MATE QUA NOMES: NO. 5 . V C.P. 1374 L /N. FT. 0 . 4'" V. c. P. N. c." 1006 L /N. FT. SEWER DATA 3 /YIANNOL ES - 4 EA. ¢ C% 0. - / EA. SEWER LATERALS DATA TABLE INV. DROP (ZENGTN) / &P CURB INV. C16'PT// LOT/V� ELEV• TO A ELEV. BELow REMARKS MAIN MA 1,V vPart CURB GENERAL NOTES -SEWER SYSTEM 201 e se. s o.3' 26' ? .3d ?5 s 5/7' THE CONTRACTOR Sv/ALL SECLIAFE A PERM /T FOR 202 213. !? 0.3' Z6' ?56.85 tiZ. 53 4q' 203 287.72 0.5 ' 2G' 209.60 !60:40 6.0 CONSTRUCT /ON PR /OR TO ANY CONSTRUCT /O/V. 204 24/.32 III' 247•/0 279.20 b.e Z_ ALL WORK SHALL QE /N A4CCOROANCE' WITH T/•/E 205 24/.94 o. ' s0' 244./0 27o.io G. 0' STANOARO SPEC /F /CATIONS OF LEUCAD /A COUNTY Ob 2ci 0 ' 4 , 264 so 270.40 4.o WATER a✓STR /CT rZ. C. W D.,) �57ANDARD SPECIFICATIONS ARE AVAILABLE AT THE DISTRICT OFFICE. 207 263.32 0-3 }5' 264.40 27o.ab 6. 0' 3. ALL A4A /NS 4 LATERALS SHALL BE TESTED 200 2c Z. /L 0.5 30' 2`64.00 270.00 b.e' 209 260.42 e.7' 3/' l63 -LO 26920 G.o" /O ZS7.3L 0.3 2G' 15 .!0 2x'•4.90 6.0' BY A /R- TEST - METHOD IIVS TALLAT /ON OF // 264.3Z 0.3. 2G' Z55: /0 2W. /o . 0' / S 212 Za7.7Z 0.3 zG' 248.58 263.29 4.7/' / � OTA/ER UT /L /T /ES AS STATED /N 2/3 248 - 3Z o. f7' 249.56 254/0 f 5f' L.0 W.O. STAND R � PEC/ F /CA T /ON. 214 248.48 a 48' 249 294.40 4.54' �� a, 4. THE CONTRACTOR MUST SECURE APPROVAL FROM 2/$ tad. s2 .3 18 249. SL e".. 7 4 ss 77.E /NS'PECToA? PR /oR TO BACK 1=Yi L MA:7 OVER 216 Z4d. f4 a 3' So' Z49. 74 94rW Z0 4.46' (�. ANY ~ Y ~ .S. 6 217 /48-9 0.3 49' 249. L4 25400 4.36' Y �0 ScQ /C / "_ /oo' S. ALL LOTS SHALL SESERVEO BY -4 INCH V.C.P, LATETALS. 2/B 247.88 0.3' 2G' 240.74 253.40 474' A/OUSE LATERALS ARE TO BE .CO/VSTRUCTEO AT A 219 246.34 0 .3' 30' 24724 252.39 509' MIN. SLOPE OF 2% W /TN //VVERT DEPTH OF 6' 220 23B.W 0 .17 ' 26' 239.82 245.8/ 4•0 Sts /Y ^-/ j� Q0� ?/6 2/L BELOW TOP OF CURB AT .� �M /N. DROP OF'O. 9'A7 -t4 /W. 2.21 236 0.3' 9 8' 23• 79 9+ 79 4-0 ,. 222 229.88 0.3 28• 281.45' 237.44 4.0 " z 6. TA/E DRAW /NGS • MZ: Tf/E DATA f1EREoN ARE 213 230.64 o.s' 26 233.00 238.07 Sal' cis.,. 5.O l J 20.5 x h 1 "o ; y E 14 h HEREBY MADE A PART OF 7 Z24 235'08 0.3 28' 267.0 242// 5.4!' " G/eo S.O, �• n] 225 24754 0.3' A o ' 24824 253.25 5.01 ~ �� b' x 0 ° 7 NO REV /S/ONS S/srALL BE MADE /N 'THESE PLANS 22b 248.09 0.3 4SZ' 290.07 254 e9 Ilbl' (1, 3 `� e� I 104 Q O WITHOUT THE APPROVAL OF 7 O /STR /CT 7 249.6/ a 23' 260.6/ 256.°° 539' °8 its. �0 9 _41.04 `10,0 ,� 51 ! 1 p . ENG /VEER. ? B 253.09 e.3' 30' ?53.99 248.40 440' ?OI /ssa 7 ` 6 + 8 APP,4o ✓AL OF TA+/ /S PZAA/ BY THE OISTR /CT ?29 257.59 e.3' 3a' 258.49 2106.60 41I DOES NOT COAST /TOTE A REPRESENTAT /On/ AS TO THE ACCIiRACY OF 7 LOCATION OR THE ! t �. a + dl' ° e EX /STANCE OR NON- EX /STANCE OF ANY 20 .1< I.-OAF : • �, S s e ,° ?/� �- yr ; �s } UNOERGROU/VO UriL/TY, 1° /PE OR S rRUCTURE (� s sAissP /O B/? °f0 pr ,i� °t tl - {1 W/ 7'WI V T.c/E .414417 OF TA// S �°RO JEC T. 0' i 9. AL L L ATERAL S SA/AL L BE COn/STRUC TEO CL EAR 5 OF O R/ VEWA YS. u r 4+ve /O, CONTRACTOR SA/ALL NOTIFY LEUCAD /A C'O!/NTY l i WA7 O /STR /CT 48 A/04boQS /N ADVANCE OF See �tioLe /B. 20/ arcs 2 L = Zr /9 I I START /NG WORK SO 7-* INSPECT /ON MAY BE LOCI Fe.-C I,/1 /QV1GG Mb,%Jy'r 220 24e.06 239 If p Z/ 2s707 236.07 E..rE.erc. IY /L LOw.fP.t/ t` I // ALL MA /NS ANO LATERALS SHALL BE CONSTRUCTED zz 33./5 2 Sz./ - � o ae" s1 "l2 2t0 �^ {t/ / Ty A M /.V /MUM CO ✓ER OF 4B" D ✓ER TOP OF 223 233.7/ 237.71 � 224 2376,3 236.L3 9l y b s,+ r ` \` 4P. ALL CONCRETE TES7 REm!/ /RED BY 7 D /STR /CT Ly .� N 90 #\ 3 ?a2s 2"o WILL BE A7 THE EXPENSE OF riVE' C'OlV T/rA C rV A! 1 4 5 p r v �, �� FM Zoo3 S Z "o BZ/ M /X /NG OF CONC/PE7"E WILL NOT BE .AZZOWE0 sty '� tta tz7 Pti z+Of:..+. !V /.i. ✓OB W /TA/OL/T TfdE PERM /SS /ON OF TiVE O /STRICT. 2y.3a•yo S.so Qsa 14 ALL PIPES SHALL HAVE 4- /NCH('M /N.JC'RUSHEO ROCK FH Zr73 Z +03 F.H BE00 AS SHOWN ON L. C. W O. STD, DRAW ING S - /r. /S /NSA:'ECTOR SIVALL BE FURNISHED 3 .SErS of" ` I cUT SNE6TS, /6. TA/E CONTRACTOR SHALL CONFORM TO LABOR CODE `I� I SECT /ON 64E2 BY SUBM /TT /NG A OETA /LEO PLAN SHOW /.VG TA/E OES/GN Of' SNOR /NG� BRAC/,Vrs, SLOP /NtS �'AVC /�✓ /TAS E'STgTES (/N /T OR OTHER PROV/SIONS TO BE MA OE FOR wo ADO- 3. PROTECT /ON =ROA4 THE NAzARO OF C ING GROUND OUR /NG THE EXCAVAT /ON O.0 SUCH TRENCH OR TRENCHES OR OUR /NG TyE P /PE /NSTALLA7 T!/ERE /N 7WIS PLAN MUST BEe Pf7EX FOR ALL TRENCHES F/VE FELT OR MORE /N DEPTH .4N0 APPROVED BY T'A/E OWNER PR/OQ TO EXCAVAT /ON. /F THE PLAN VAR /ES FROM THE SHORIWcl SYSTEM STAIVOAROS ESTA&L /S BY TA/E CONSTRUCT /ON SAFETY ORDERS, THE PLAN 18. 'THG' SEWER LINE //V 0AA<B.4AiVCH OR/VE SO(/TN SHALL BE PREPARED BY A REG /STEREO CIVIL OR OF W/LLOWSPA?/NG pR /VE MEETS ALL THE STRUCTURAL ENG /VEER AT THE C'ONTRACTOR STAMOARL7S .FOR LEUCAD /A CO. WATER O 1S7-i7 1C7- . EXPENSE. LOTS 220 T//4000H 2p4 WILL BE SERVED BY /NO/V/O!/AL oN Lor PRIVATELY MA /NTA /NED I WHERE 7RENCHS ARE WITHIN EASEMENTS, SOIL REPORTS SHALL BE SUBMITTED TO THE DISTRICT IN5PECTOR BY SEWC'R PUMPS 7'0 A FORCE /✓LAIN IN OAKBRANCA/ A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT DRIVE UNT /L SUCH T/NIE AS THE SEWER PUMP TRENCH BACKFILL WAS COMPACTED PER DISTRICT STAY /O/V AIA.V BEEN CONSTRUCTED BY SPECIFICATIONS. ENC /N /TAS ESTATES U/vAT /VO. 3 T, M. 3272 -3. PRIVATE CONTRACT L- 6899 111112T COUNTY OF SAN DIEGO 8 IQ .4S BUA'L T / ENGINEER DEPARTMENT SlrlLTf 10 -1s -75' PLANS FOR THE /MPROVEME/VT OF E. BR /A/✓ SM/Tff .PEE /3 e.7 SEWERS /N SUMMERF/ELO ENC /N/ TA S - UN /T NOO 5 COUNTY APPROVED CHANGES No. Description Approyed by Dore BENCH MARK �" ee ed r re 4 escription: Coui7fx Mon. N q, OC-00 ?? 1 /•P37' H/ OF f � �P A01) SHEET EET 8 �.�w... le9 /x Crest r., 2cs' S . of Me /bey Rd.. /'E, for. PoslRdw /.Fen Leeatient /nlstt 3'/9N /f.89E fekdidalen! Ineer Dr:PV7 Genr ! lweer Rpineo of ~k *eked ky Record From: County of San piCgo /� Q Rye. T. At �y a /r �r1u3�BG�i7 I - z4 -74- Elev: .380.22 Datum: U.S.C. E`G.S. a . Approve are 32 59-5 f \` FILE NO. 3069 - •PERFECT'PAMLE PLATE A EUGENE DIETZGEN CO. G� to J N � 4 E XIST. it in r ~ w- d o p 3 36 3 s is 270 F p J Q h Th ExIwv, ? F cP Dew¢we/ 1 W W x LL N 3J/ O y • + - 0 U o - 260 FiN i-s t G2AOE 260.0 D e 2 E � �gy•z g E X t s T. 199 "A. C. P. % d $ .6 67 250 123,00' IB A C. P. CLASS 2000 36`44 "C. M. P. I te � '/ 0 S_'olzme D2A.I+a P1a 0Fe1LE SCALES NOelz, i"= 20" V E I " =,41 F� N SCALE.' 1 _,4C F - - ha re 4 ✓s.•+o.•ya greet o-� 2 ° /. SLaM1.AE12P1�LC� I F. t4 "CAS UNt Mc " - 5 Ifl' � C j HE �.ETTE2 Op Pell t.rtlsgtoN To U �, CieA016 � ExT CND S-cdQM DRAIN F¢OM t\I OQMAN g• PERR`( DAZ U Dec. 27, 1973. cn I Lo - r 2 1B Lo-r 2l7 Lo-r 2 16 PAO E 2S I 9 PAO EL, 256.6 PA EL. 257.0 I 2 TOP OF Fx14T. SL..ov �l i, I I Extc y 24 "C.M•o r Ex tsT• $� oFE Pri 00C. A* a;naye Eas-rnend / /Njr4LL 24 C.M,P. 0°C. X75- /��f37/+ S-2 / -7S / r EX14l. �QtYCW AY EXtesT, 12' S. D. c.,ttE. P. P. _ /NOTAGL IB "A.e - ' P, P. 126337 ExISeT• 125. O.G.�E.Co, GO. EAS�MCN•T• -- / _ _-- - -.. _ .— — - - - -- - ... -1- – ._ --- - -- '�^ — T' f ... , MEN J _ 26z7 FA . Ex1eT. 18 "A. C.P. � ooc..lt 75- 1243705-21-75 � ��' � 265.1 F.L. EXIST, Co NC. giwW DITCH _ O A 14 Iry � 264.0 F.L. Q • \ \\ -10tH sr. 56eow PITCH Q EXIST. IO DYe.A {NAC. le. 0 Ext ,� r �"� E ASEMENT DcDICATCO �. �� �• ,< 4 \ / � I _ COUNTY OF SAN 0/: \ 0 OLEf.O P e et MAF' O�q N 766 2, ?Q PRIVATE CONTRACT Lo-r got Lo 93 Lo 91 SHEET \ COUNTY OF SAN DIEGO B (EXI PAO fit,. 254,1) (ExtsT. PAO E\-, 260.0) � � 8 EXt9T. PAO Et. 260.0 ENGINEER DEPARTMENT SHEETS RAJ-_'.W PAC) EL., To 285.0 �EX \R,T. PAO Et_. 260,0) PLAN PROF /LE i lk 7 FOR THE /M P.RO VEM 6/V 7 O F .44 STORM ORA /NS //V SUMMERc - 1010 ENC //V /TAS 2 UN /T No- 5 N C I N ITAS ESTATES U N►T I� 2 COUNTY APPROVED CHANGES BENCH MARK Recommended for Ap No. Description Approved ►y De►o p, Pv Approved Description: Colin Mon. A/ OC- ?2 !7' W. of ¢ Cr�sj Or.,? ' SefMB /bg.Qd�I'E,COr.PostRdwdFin Location: Colotd /iylti 3/9�V -/G89E Subdivision En Inver Chec ked r/ County Engineer Engineer of ork ked by Record From: of Ssn Diego y /J T. At .9 80. 2 2 GC $.C. G.S. `� "� "fir-•, A�preve ete 9 5 Elev: Datum: R.C.E. 13�6t 7 325 FILE NO. .9069'6