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273 CARDIFF PROPERTIES UNIT N 4, 2 W 0 R K T O B E D 0 N E G E N E R A L NO T E S IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE .PLAINS THE CURRENT SAN DIEGO COUNTY ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS ANb I. THE STRUCTURAL SECTION WILL BE IN ACCORDANCE WITH SAW DIEGO COUNTY STANDARDS SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE AND AS DETERMINED BY THE MATERIALS LABORATORY. DRAWINGS. THE STANDARD SPECIFICATIONS AND DRAWINGS OF THE SAN DIEGUITO IRRIGATION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DATING AND MAINTAINING ALL EXISTING DISTRICT FOR WATER MAIN CONSTRUCTION AND THE STANDARD SPECIFICATIONS AND DRAWINGS UNDERGROUND UTILITIES DURING CONSTRUCTION . OF THE CARDIFF SANITATION DISTRICT. 3. THE ENG I NEER OF DES I GN SHALL NOT BE RESPONS 8LE FOR THE CONTRACTOR'S FA I LURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCOWMICE WITH THE CONTRACT DOCIMENTS, NOR I M P R O V E M E N T S S T D D G S. L E G E N D SHALL HE BE REQUIRED TO SUPERVISE CONDUCT OF THE WORK OR THE CONSTRUCTION PRO- CEDURES FOLLOWED BY THE CONTRACTOR OR SUBCONTRACTORS. OR THEIR RESPECTIVE EM- PLOYEES OR BY ANOTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEER'S EMPLOYEES. PREPARATION OF SUBGRADE & PAVING OF STREETS — — 4. A P'ER441T SHALL BE OBTAINED FROM THE COUNTY ENGINEER'S DEPARTMENT FOR EXCAVATION TYPE E CURB 200 -3 a4 - IYPE C2�s WITHIN THE EXISTING COUNTY RIGHT -OF -WAY. 2" A.C.PAVEMENT cn 5. ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS, �L FOR LOCATION OF CABLES AND APPURTENANCES, CONTACT THE PACIFIC TELEPHONE COMPANY CONCRETE COMMERCIAL DRIVEWAY 211 -I •ENCINITASQ��` AT 298 -0595. 4" P.C.C. SIDEWALK 212-2 = ••• - - 6. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTAL- GUARD FENCE ASSEMBLY 214 LATIONS; FOR LOCATIONS OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES, o w uj CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY AT 232 -4252, EXT. 1658. 6'CHAIN LINK FENCE &DOUBLE GATE FC- S - I — x— { w 7. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED BEFORE CONSTRUCTION }} OF CURB CROSS- HITTERS OR SURFACING OF STREETS. T o S 8. CONTRACTOR SHALL UNCOVER LOCATION OF WATER MAIN CONNECTION PRIOR TO BEGINNING R.C.P. STORM DRAIN (SEE A.C.P. NOTE, SHEETS 5, 6 & 7) - - SANTA FE w DRIVE - D3= w 4ENLAKE / CARDI'FF PROPERTIES INSTALLATION TO INSURE CONFORMANCE WITH LINES AND GRADES SHOWN ON THESE PLANS. A.C. WATER MAIN ( S I Z E AS SHOWN) SAN D I E G U I T O IRR D I S T R I C T - O a_ UNIT N0. 2 ANY D I SCREPANC I ES SHALL BE BROUGHT TO THE ATTENT I ON OF THE D I STR I CT ENG I NEER PRIOR TO PROCEEDING. I WATER LATERALS SAN D I EGU I TO IRR DISTRICT- �Lf� F a DRIVE 9. ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE BY THE SAN DI EGUITO qy •CARDIFF BY %;L___GREENLAKE COURT WATER DISTRICT. COSTS FOR THESE CONNECTIONS SHALL BE PAID FOR BY THE DE- CAST IRON GATE VALVES & STANDARD VALVE D G VELOPER. BOXES WITH CAST IRON COVER SAN DIEGUITO IRR. DISTRICT - THE SEA cS L_GRANGE HALL ROAD FH LWOODLAKE DRIVE 10. ALL WATER MAINS SHALL BE CONSTRUCTED WITH 36 „ MINIMUM COVER. FIRE HYDRANTS & APPPURTENANCES COMPLETE -SAN DIEGUITO IRR. DISTRICT - 11. INSTALL SEWER LATERALS AND WATER LATERALS SIZE AND VICINITY MAP LOCATION PER PLAN. THE "AS- BUILT” LOCAT 16NS SHALL BLOWOFF VALVES ASSEMBLY AS SHOWN SAN D I E G U I T O IRR . D I STR I CT B.O. NOT TO SCALE BE SHOWN ON THESE PLANS, AND THE SEWER AND WATER LATERAL TABLE COMPLETED PRIOR TO ACCEPTANCE OF THIS SUBDIVISION BY THE COUNTY. (SEE NOTE 14.) V.C.P. SEWER MAINS (SIZE AS SHOWN) CARDIFF SANITATION DISTRICT- S6 I2• THE CONSTRUCTION OF P.C.C. STANDARD DRIVEWAYS, LOCATIONS TO BE DETER- 4" V.C.P. SEWER LATERALS CARDIFF SANITATION DISTRICT- �_ 1 MINED IN THE FIELD BY THE ENGINEER OF WORK. THE P.C.C. SURFACING SHALL EXTEND FROM THE CURB TO THE PROPERTY LINE. (STANDARD DRAWING 207 -3, 305 -2, 306 -1•) CONCRETE MANHOLE CARDIFF SANITATION DISTRICT- 13. GRADES OF 1090- 11.99%, 2 -1/2" A.C. OVER COUNTY - APPROVED BASE. 3 GRADES OF 1290 - 13°9990, 3" A.C. OVER COUNTY- APPROVED BASE. INSTALLATION OF SURVEY MONUMENTS 218, 21 14. ADVANCE EXCAVATIONS: 2 3 THE CONTRACTOR SHALL UNCOVER EXISTING SEWER MAINS AND SEWER LATERALS, TELEPHONE INSTALLATION OF STREET LIGHTS SPECIAL DISTRICTS EXHIBIT B_ 0­0 0 N AND ELECTRIC CONDUITS WATER MAINS AND WATER SERVICES AND GAS MAINS AT LEAST - _ T I TWO HUNDRED (2 STRAIGHT 00) FEET IN ADVANCE OF TRENCHING OPERATIONS TO PERMIT GRADE OR HEADWALL 126 -I - - SEC 4 W ALIGNMENT CHANGES. ----=: 4 R I5• ALL WATER METER BOXES SHALL BE SET AT GRADE BY THE SAN DIEGUITO IRRIGATION ROCK SLOPE PROTECTION II I �- rj 'p 6 A 9 DISTRICT PRIOR TO PLACEMENT OF CONCRETE SIDEWALKS. "V.C.P. SEWER LATERLS CARDIFFSANITA T_ DISTRIC �gp1V \S \� T p 1 6 . CONCRETE ENCASEMENT PER SAN DIEGO COUNTY, DEPARTMENT OF SANITATION & FLOOD At 2" WATER LATERALS SAN D I E G U I T O IRR . D I STR I CT- Z- H y y CONTROLSTANDARD DETAILS FOR SEWER CONSTRUCTION. ® © W O N 1 3 S 7 2 \9 ' 1Y�� \ \ ti TYPE G CLEANOUT 103 -I P ORT 1 pRy1 191 192 "' �� \ 1 V \S \�0� I93 ZZu l I i� TYPE F CLEANOUT 103 -1; 117 - VB p\ \� s sF TYPE B -2 CURB INLET - 101-2 ; 24- I +4' 195 196 �2 \\ 2 \2 /\ \\o plip TYPE A -2 CURB INLET 11 1 100 ;131;224 -1- ^ A `\ 1 \ g0 LOT 231 198 197 205 2 \u 2 \3 >�� `� /S 9 y STORM IN I E7 5 • ;1117T' Ifs 199 2� 207 208 2 \5 �� V SEEJ�f CONCRETE LUG 110 iy 189 ' 2Q2 201 IO G 2I0 209 2 \5 - V �E PRA STANDARD STREET SIGN 301 -2 SHEET CONCRETE ENCASEMENT SEE NOTE 16 \ 11. E — DEBRIS DEFLECTOR SEE DETAIL SWEET 5 I VD STORM DRAIN /' � \ LOT 233 ENERGY DISSIPATOR SEE DETAIL, SHEET 8 T-6 _ Ii9 I f27 I� 135 135 143 I� <6\ \� SEE E _ = � - D C ENERGY DI aIPATOR \ \\ \ \2 1 122 I'1 130 129 113 146 145 \ \/ \(p \ \ SEE SHEE �-- � r 31 132 140 1 156 5 , 123 124 147 148 1 1 �67 I \ \Cf& 115 il6 � 126 1 134 133 142 141 II 149 158 157 170 \07 L L \09 118 117 LOT 232 a \. 0 1J �O o TYPICAL LOCATION OF XQ� _ __ -- �� r"� STREET LIGHT AND �� 83 84 85 86 N 106 \ FIRE HYDRANT �, BY: '�c'LQ 61 62 6' 3 ' 64 65 66 67 68 I 69 1 1 71 72 173 I 74 I 75 I 76 I 77 1 78 179 180 I 81 1 82 I I I I �\ I I -t ",,� / I I I I I SUBDIVISION BOUNDARY `\ 10' 40' 10' CARDIFF PRO PERT I ES U I T NO 1 DRIVE ' DATE: -/ N GREEHLAKE �o u. ' ' w 1 M GRfF N�AY, f AP N 0 7 1 5 4 W ELEVATION' SHOWN IN PROFILE RIVE PRIV TE CONTRACT L- 6228 K E Y M A P TYPE E CURB F TRUCTURAL a ��ECTION EE°-N6w -- t A 5 BQ iL-r /. SHEET COUNT OF SMN DIEGO SCALE: I " =100' 4 "P.C.C. SIDEWALK 6 T�� (Z "/ I NCf1ES A 4 1 ENGINE R F S A N DIE NOTE: p INDICATES STREET LIGHT LOCATION ON KEY MAP. TYPICAL STREET SECTION - cLvEaR�gnNE �iE NOT TO SCALE l IN a 144$ Ar99 PLANS FOR THE MENTS OF t_ AS S 3 EVERGREEN DRIVE, W ODLAKE DRIVE, AND STORM DRAINS IN AND ADJO NING SEINER AGENCY WATER AGENCY COUNTY APPROVED CHANGES CA RDIFF P R 0 P E TIES UNIT No. 2 BENCH MARK - OC -0020 •c••,•,•wd•d Approval Awovd Date CARDIFF SANITATION DISTRICT SAN DIEGU.IT0 I IGATION DISTRICT a.�.I�L. Approved y D u2^ QTEF PIN L p A ; y ARD 7 MAT[R �ATERA i RE- 9 -3 ( / G(.R l LATI 1 ttA1M A11E1 1-I 'INTER L*t0NM; 310 RUM N 4 SANTA FE OR APPNX CIL OF 'LI& EATIOE OF YALONS division [,HI Iw••r JUN Z )9�Z APPROVED EY APPROVED BY *. ,ATERAL TO L[8T aF INPOOr S. DR 31 FT SIO SANTA FE DR 2 5 NI E/0 COI of 8 FT CYCLAIE FENCE. )) [n�lq•r sf ~k Chocked EET CORRECTED NAME OF SAN DIEGUITO ►+^" 9�LY� Record From: COUNTY OF SAN DIEGO VERTICAL CIMTROL 1Otl( OVe w• • ',.,� i "'1� DATE °?"z'J "7'Z DATE f � IRRIGATION DISTRICT, Ems, 325.430 mo U.S.C. i O.S. , . .C. E. 8102 - RE4ISED TO AS -1UILT STATUS• �_.�� Z'ljf- 7 M i N FILE NO. 5 I� k rJ= JN F RIECISION r)'_c20 19;74 U U U `A Cn m 260 (L DELTA C EXISTING +mm 7- 60'V.C. �� 8 0 8 OR r 9 10 11 CURB GRADE COURSE ITEM AUIUS BEARING LENGTH ° u °'i w C 1 TYPE E CURB 80.00 22 -55- 4 231.99 Q m 0) m o ° ^+ C 2 20.00 31 -13 -2U 174.38 ru + m c ru 00 C 3 60.00 31 -13 -20 196.18 u'7 m u C 4 20000 22 -55- 4 247999 285 ru ' ^ = 275 m m ---------------- ------------ ---------------------- > U o TYPE E CURB TOTAL 850.54 Cn Or rn ru ° rn m LID 6. CD U ^ p tJ ru Ln M m Li M 4 W 1 10 IN AC 52.00 23- 4 -44 141.79 ru C F- �p� o ru J ru B C,p m W 2 52.00 8- 8 -36 50.03 W ,4 W CD m � '* w W 3 12.00 21 -57 -34 234.56 w ro K o 0 6. v v m -� 290 m Aix 07 60' V.C. 06� r 280 270 W 4 12.00 0 - 57 - 30 10 ,,24 m LQ .24 r to nj 10 IN AC TOTAL 436962 CENTERLINE EXISTING � rmu m > CB ^ W ^ (D ru r Ln W G o_ ° o ru ^ o ILD GRADE - 8.141% v� o R Of Co m ^ -+ S 1 8 I N VC 40.00 26 -37- 32 158.00 M m o ^ C0 ^ ni � 6O ru ui S 2 40.00 1-37-16 9.62 m o cy � N La S3 - _---- - - - - -- 00.00_18= 5056 -- 197.38 WO I 40, m W W > ru LD w 265 __ 4__ 00.00 4-04 -08 42.61 a 285 \ �ti ' 275 I: t�-I 275 o ni "' _ 8 IN 407.61 . u o EXISTING I ` rmu �? N �'p = CENTERLINE DATA DELTA WATER MAIN -. 24'F0 ` w � o W INVERT GRADE m F- �'� ^ FROM TO OR Z C U 6?V \ (@ LEFT CURB) Z 0 OLQ �A� /,y �Gb' m STATION STATION ADIOS BEARING LENGTH � v �`` 40 WATER U M� F� m 6 +57.34 8 +42.62 40.00 31 -13 -20 185028 m �� 6 v - OF 260 8 +42.62 10 +82.61 00000 22 -55- 4 239.99 280 �' 3 �66s� 270 ^ �� N LC I ? PLUG G c �N`62y `ry N r ru U -1 EXISTING GROUND v �'�OF PT G` ` m ^ LINE @CENTERLINE ' m m ^ Cn F �p > La V fIJ W m (� O m ` CU in La N . -r Z Ur . 6 '� \Q ' r� ° � . ru 290 � 8 ^ 8 � �s9 275 24 "RCP ti - *,,, -:r ru 265 Uj E X I S T I N G I g ru ^ z r \ T 6 �; N N CURB GRADE ° m r; 0 �� P +� `� W 6 LF - L0 53 1 E@ WA R I � oc ° w INVERT ` o m ,� m MAIN) 9 r ' C` y v' \GRADE OF 1Q N N rn ,D rn N a LD EWER MAIN 0 285 m 270, 275 w \� 260 / m ru I s I m rn ? ^o , p66�\ 42.61' OF 9 "VC m EXISTING GROUND �' It r _ _ s LINE AT CENTERLINE 0.697 L; ^ 24 R.C.P N Z v U ^ Ln ru ru m m SEWER «' 24 QC a "' F c 8 \\ ? 255 U 280 I � 6'06 @'WATER 0 = 270 ,� I / 6 ''s� GG MAIN o do PROFILE OF EVERGREEN DRIVE cr) Lo C-0 v rruu 'GF - r� 140' V. C\ S C A L E u c VE I" 40' rrn ru VERT.: I" 4' 275 6o' V. C. 275 � nj 265 LO t ^ ru n.i '.° m NOTES: Let CD Cl ru O U'1 fU r o ru Lo LO -4 1. ALL WATER SERVICES SHALL EXTEND TO 1' BEHIND SIDEWALK. > 5 r ru v "' 2• ADJUST SEWER LATERALS IN THE FIELD TO CLEAR TOP OF 3 7 m ti STORM DRAIN BY 6" MINIMUM. SEWER LATERALS SHALL BE A La W U rmu MINIMUM OF 5' DEEP AT PROPERTY LINE. It + AN r U = u 00 CL CL U I I II LOT 231 'm r' FOR DRAIN \7 SEE SHEET 5 It l a 33 } ° w ,� •� �\ + It 1 1 M N.1 A 61 01 6 o ^/ a� co V p o s� + CIb C FH 3 FO DRAIN \ FH I SHEET 6 �' s2 g O I_V E . -:.:. CI SEE S� JAS � D W � %�, S H E E T �QAp�� V `a,� rQE E GAP m 6 FOR O RgIN SEE 3 A S B U I L T h W -- SEE NOTE I- - - S HEET 10 / C2 S r = TYP I CAL �� o 6 BY: CC K. BR BLBL , R a A DATE: S �� O � % ` F RP j °- a �� k `�p i i 1 Q Q' 4> F o- a Q � a `���� �G�S��ss s LOT 232 v00 �g LOT 232 \ \ 4�F��0� �r� 'u'�,, o PRO ATE CONTRACT IN SHEET COON Y OF SAN DIEGO 8 ���� Q��� ���,�\�\ 1 ��� � Q `• ` 2 ENGINEER DEPARTMENT SHEETS � \�S .�� E V E R G R E E N D R I V E CARDIFF PROPERTIES UNIT NO. 2 ecenunonded for A prove) [ !Appr v ed I b COUNTY APPROVED CHANGES BENCH MARK if Description Approved by Data Description: 1/2" STEEL PIN - ADDED SEWER 6 WATER LATERALS AND '/ 4 f - r4 SIO BALOUR DR d SANTA FE DR APPROX C/L OF PROLONGATION OF BALOU ►division En ineer S TT• Coun Engineer Q ` � RELATED NOTES. I Location: REVISED TO AS -BUILT STATUS. 16#jj rL•12''1�' DR 30 FT 3 0 SANTA FE DR 2.5 IN E 0 CDR 6 FT CYCLONE FENCE. lEnginser of work Checked by Record From:- COU lJV SAN DIEGO VERTICAL CONTROL BOOK y/,j ._ _ y/ Ap ore (� 23 � Elev: 329 430 Durum: I � R.C.E. (p'/5 T. AL 2889-2 n_c_c- b G S CHARLES W. CHRISTENS N S - FILE NO. I rritc;lSlvN MICROS= ►LMCr, C) 8 W Y • a V u ir) N > + W 1.0 11 12 13 1�F 15 1 17 DELTA W � cc CD CL OR v .� Q o V ' C ' / 12L m COURSE ITEM RADIUS BEARING LENGTH 140' V. C. `' .-i n w > a v In CU co n LD an m 265 co �^ m Co ^ 'L ru ti Lc -W ' `e • Z r " ° m o - , C I TYPE E CURB 30.00 90- 0- 0 47.12 o In : C 2 N20- 48 -55W 138.45 n L) `O'911'c CB o Lr L 4 W + + C 3 320900 22- 7 -19 123.55 m o` > C 4 N 1- 18 -24E 330.26 u .i n utfm ►. C 5 S 1- 18 -24W 330.26 W �`' m 01 "m J o 260 C 6 280.00 22- 7 -19 108011 260 '' c ru ryf .wm Y G 7 520- 48 -55E 138.45 E 8 _ _ _ _ _ _ _30.00 _ _ 9_0- 0- 0 _ 147 .12 ru m o _j SYl E CURB TOTAL 1283'f o v / 40 V. C. / ° o w mfv CZ) W m 10 ` ; W 1 10 IN AC S 1 -18 -24W 219026 Lj o n 5.5' - 11A�' (;UTTER GRADE W 2 s 1 -18 -24W 111600 265 `^� m o o Lr..i5 5 255 W 3 288600 22- 7 -19 111.20 ru LID o o c o W 4 S20 -48 -55E 140.45 Lu n ' m o Q C W 5 S20 -48 -55E 60.00 _ - r- r-- rrirrrr- rr- rrrrrrrr -i- .,- rr..r.a- rr- rr....,.- rrirrr - -r r Z , 140'V.C. J Lu > 0• � 1 �... GRA m -O ig to + ^ Cn 10 IN AC TOTAL 641.91 LAI J Lu CD w CENTERLINE GRADE _�� ru Cr -4 o < .+ '' W w 260 a a 8 W """" `-.� m ^ �� ry �+� ^ >, - + _` �„ ��►" �+ rpf' + !!�� �m 260 S 1 6 IN VC S 1 -18 -24W 330.26 INVERT �...� ' m ° s 2 300.00 22- 7 -19 115063 w .� < GRAOE OF WATER MAIN m ' u �++ s 3 S20 -48 -55E 188.45 5 2 9 .83 ' 20' WATER V.C.�� s i i -r r -- 0 O:r AT 372.87 Qi - o -- - - - - -a IN VC--- - - - - -- TOTAL 634.54 t 255 ` d W B V C AT - 0,637% � -0 � 255 FROM CENTERLINE OR 2 304.28' OF TERLINE DATA DELTA INVERT GRADE "V ADUSS BEARING LENGTH C AT STATION STATION �Ln 11 ) / � �-�.., -0 657% 10 +82 .61 14 +12987 0.00 S 1 -18 -24W 330026 / - 15 +28.70 17+17.15. 30 0@00* 0.00 S20 -48 -55E 188.45 20. WATER V.C. 265 \ 1� {� - o AC 250 o V. C. \ 1 +� i10'V.C. L ' - a a * r L9 ni - 0 .911'c CB RAQ£ I ' ti In ,+ C7 n m N LO rn 260 LO \\ /- I- ul 260 �. 1 L O C) o M0 ru 1• � o \\ -� I ' a c �``�� EXISTTINGGG LINE o`� w PROFILE OF E ERGREEN DRIVE __4 AT CEWTEKINE LD cc C3 ru 14 Y SCALE: \ n ° cu n 11 _ °0 5.5 HORZ.: 1 " =40' 255 -- '� \ ry 0 2 ! ^ ; 255 VERT.: 1 "= 4' ru 40 n o 14 W \ � _ o ° 85 NOTES: ,m ru ' r � ^ ` a I • ALL WATER SERVICES SHALL EXTEND TO P BEHIND SIDEWALK. m w '' � �' + 2. ADJUST SEWER LATERALS IN THE FIELD TO CLEAR TOP OF Le RM # STO DRAIN BY 6" MINIMUM. SEWER LATERALS SHALL BE A .4 g ^ 8 MINIMUM OF 5' DEEP AT PROPERTY LINE. 8 ' \ uJ 10 = \ m m +1 { `'; �Q"�r \ W `' 47.12' Q m�_ b f /d} SEE S * _ to LOT 231 E T 2 _ W =� _ o 10 "V FH I V N �Zr / z IV S C; N ! IN 0! 4" I + 481 u1 FOR GRAIN SEE_�� _ FH g = C7 u' INTER TI 1`V�E ,-„ `h am 6 W2 E W S N- ' 5 3 +71.00 r g00LAKE A S B U I L T I ` 4: " m W3= R V - rt CI LOT 2 `w + SEE - - 1 _ _ _ \ 33 BY: BILL K. BRAMBLE, RCE 8102 NOTE I _ m _ DATE: ' / f7 n TYPIC N 7 1 9 * F DRAIN E $N 40 M W N n i ^ MON.@ CTR.P 1 : } 0) Z �c ll - + 6 - ry + L` M > Q'$.S c PRIV TE CONTRACT ul _ W /3 LOT 232 SHEET COUNT OF SAN DIEGO 8 �I* + W 3 ENGINE R DEPARTMENT SHEETS 16 15 E V E R G R E N D R I V E CARDIFF PROPERTIES UNIT N0. 2 COUNTY APPROVED CHANGES BENCH MARK «Mnrngd for proval A v No. Descript Approved by Data 112" STEEL PIN CF //J. ADDED SEWER i MATER LATERALS AND 9 -� Description: Sub division En I •r /, 377 County Engineer I �, = RELATED NOTES. }''' - Location: �S,ID RA IR DR A SANTA F DR MOY _/ OF .P! RRtATI�I OF YLOIIR R REYI STD TO AS-BUILT STATUS. ) DR 30 FT S/0 SAIE1 FE OR 2.5 IN E/O CO OF R FT CYClfii� f4 WS . E inoor of work Ck•ekod k, d M Record From CrrrrY OF 31Y OIE00 VERTICAL CONTROL BOOK Eiov 328.450 D a t um; U.S.C. A O.S. /t . Approval date l K. B10 G T. AL 2 2 C RL I _S A- 8242 -2 FILE NO. FRWISIUN C 2 0 1974 MICROFILMED i N ^ VU 1 z 2 3 4 1- Ln 5 5 2- 2 6 7 DELTA W II U 1 OR _ m 260 V. C. + _� .a COURSE ITEM ADIUS BEARING LENGTH' 260' V.C. `r 'r' u ^ C 1 TYPE E CURB 80000 8- 3 -57 137.96 U.1 R rn W C 2 569 -11- 5W 386.54 a - - CO C 3 N69 -11- 5E 221.00 n o o e'Q mm 265 0 �Q�' 275 C4 N69 -11- 5E 65954 LC ° ° > z 2d ru ru o C 5 1 20. U0 6- 3 -57 143.59 {�pp ._------------------------- W •9 m W W � F ^ ru 0 LLJ ru o �� r ° ' W � ru -+ In �' - - - - --- - TYPE E CURB - - - - -- TOTAL 954.63 V u�3 q r l ru La CIL O W U _ LIP /- •-1 rn M F rn 8 �8'N w ti q• V n W 1 10 IN AC N69 -11- 5E 283.00 i w r _ �'�, L +% + a w 270 co Imo ' ED r W 3 88.00 N6 7- 1 7-46 E 122..94 La ru IL 2 60 m in -� ^ = � 260 U Lo n, J ccm C r. . � fir o o w v // W 4 88.00 0- 56 -11• 16.15 EXISTING 77 - 0.648.1 CS GRADE ' II / GUTTER GRADE a - ° --- ----------------- ------ CURB GRADE i qr � .4 LID u � o / -� ' -- < ru > / 10 IN AC TOTAL 525.63 ru rn GUTTER GRADE - :�' - 10' m °. � < w ® S 1 8 IN VC N69 -11- 5E 271.00 255 0 ' 5.5' 2 ' °' 265 ru AS It / > N rurc+ v o ��� 275 Q S 2 N69 -11- 5E 115* 54 y Qp p s � 5 °- cc m 260 V.C. n ^ N = L ° O .' = r? 5 -► ---------- --- - - - - - ° o� o Ln + N IMPROVEMENTS CONTINUE- /� 8 IN VC TOTAL 627.31 U _ 5 N m ru w r� (n �c� SEE DWG. T.M. 2889 -7, m o � ru / r J 5 u'53 SHEET 3 / CENTERLINE DATA DELTA r^ co m Ln a Lc FROM TO OR .r ^ m 260 N U-11 Ln I m m Ln ti ^' 00000 w 260 260 '�' 3 270 / STATION STATION ADiUS BEARING LENGTH W U_ v ^ SEINER AT 269.46 l 1+ 0.00 3 +71900 0.00 N69 -11- 5E 271.OU ^ / J c LO / 6 +27.31 3 +71.00 4 +86.54 0.00 N69 -11- 5E 115.54 LLI Ln Ln N ru W W ur 4 +06.54 6+27.31 1 (10.00 8- 3 -57 140.78 Ix CENTERLINE \ ---.� - ru ru n I rn a EXISTING G RADE EXISTING GROUND LINE CENTE I E GRAp -- z Cf�IC. ENCASEMENT < m-+ �� p� r AT CENTERLINE cD GRADE w a < "AC V.0 ry /� m > m Z w v rmil + � rn Z 255 \ o Ia _ U o \�s410 _ / �` INVERT GRADE f)F W T w $�++ W OF �" oc N V � 'S0 ,� ' -' A ER MAIN r° dq'�,/ /, J G� e S DWG. ' 90.00' OF 10 rr AC AT ° < w = .. �C. p w EXIST.WATER "�� '0.714% s 251 m ►:.:'•: 9 _ a9 e - 7, MAIN INV. o biz 3 c><c SHT.3 z GRADE m 271.00' OF 8 "VC -AT 0.406% t w C_.) 250 Tin INVERT Gf�ADE m RCP LJ 10 � qo, 42 �.�°� Q r (TYP I CAL) ru ra N w 260 / �► �. & 27 EXISTING SEW \ ru `8 .a o MAIN INVERT _ �+ / U.1 N S ' 'a GRADE N N w Lo / C24" 59 a v v I v ti _ - < v '151.26 b ,r ^ LD EXIISTING GROUND ✓� I` CD SAND O1 U 4 LINE AT CENTERLINE 1 - � CUSHION ti _ V C m - m 260 260 255 ^ 0 270 ru rn ru 1 N - Lw' .C. LO LO m C-) EXISTING - 0.648:c -4 co ° N ru 86. 4 .N PRO OF WOODLAKE DRIVE CURB GRADE � _ m m nr w OE ^ S 0 E � , -� m / Ln p w La : LD �I-ED `GUTTER ✓ 10'__ -� •.�, m oa ru HORZ. I 40 Lo 3 ^` cn VERT.: I "= 4' 255 `¢' = Ln z 1 GRADE 7.57 1 ,� 1 I^r, N r�i, / / .. 255 m 265 R W + 265 Ln Ln ru ru Ln al V) ru r4 W o rr n ^ ' 5.5' ru • c w 1 "' 2 -�J r+' 21 EXISTING 1O - W c� L° > / < ° ' o GROUND LINE \9 - o ° o w w ` °- raAT CENTERL ! NF _ t-4 v w� 1 �� °o r / `' v LOT 231 �S�00\ A' FY _ Q �cR \ NEE "SAME 0WNERSH I P" 1 Zttii 3i f v ua z p N` �FIEk 0� VE c Li W 7 O 'p - _OD C5 co / 1 ,� ,� \ ��,� \ \ Y u > I W3 '' /% IMPf�VEMENTS C� b7 c� �dj n� L " " OR Cr o SSEE DWG LOT 232 . T. M. Y $\ Z2 =� x �Z N� `� 0 G� �5 v \ `� S2 * / W2 Qj%k rV NOTES: GRADING, DITCHES AND ROCK SLOPE PROTECTION J S(AEE �/ ® Q PER GRADING PERMIT L -6228 AND L -6869. °\ \ lO 2. ALL WATER SERVICES SHALL EXTEND TO I' A B U I L T a �� E NOSE 2' CD BEHIND SIDEWALK. p 3 s 3. SEWER LATERALS SHALL BE A MINIMUM OF 5' DEEP BY: ` - 1�) F 4 W AT PROPERTY LINE. BILL K. BRAMBLE, RCE 8102 SI - 2 v R o g6 III N C2 \� O T 1 3 S DATE: GS E g "VG c �. / v � / o 2 3 CES� t, 41 0 F SECT I R� 3 s GUAR 1 s 00 Ar R�F T I O N AK pRZ�E ® J i P 0 R PRIVATE CONTRACT MEIN �RpN gH(. w��0�- � cc� `-- SNEET COUNT OF SAN DIEGO 8 � ENGINE R DEPARTMENT SHEETS LOT 233 GRAN D lON Am *NT 6 4 W 0 0 D L A K E D R I V E 106 15 Ot A CARDIFF PRO PERTIES UNIT NO. 2 CE COUNTY APPROVED CHANGES S Y O ✓.� _ ,•• Recommend Cl for A Approved Approved BENCH MARK L1V//J' y �1 �� No. Description Approved by Duo Ree omm.n Descriptio Ill" STEEL PIN 6� p m ED SEWER WATER LATERALS 6 RE- f -2C -7i 1 U[a o 3 0 ") Z7 3e ►division Enyi or f1/ CAwNY �Mr SCALE: I -40 Location: l•PAOK C/L OF PpOLON0ATl01 OF BALOUR i S I LATED NOTES. S/0 BALOUR DR i SANTA FE DR A REVISED SEWER MAIN GR 0 MN #4 LOCA -Z n- DR 30 FT SID SANTA FE DR 2.5 IN E/O CDR OF 6 FT CYCLONE FENCE. n in••r of work Checked by TION 6 ADDED 10" TFfWATER MAIN. Record From: COUNTY OF SAN DIEGO VERTICAL CONTROL BOOK 4 q�y(�� q X Apg / eva date MAIN Oi A 3g27/74,R.B. G.S. 4FS+�" 3 Elev: 328.430 Datum: U.S.C, i -/. - 27 R !p - T 21 1 02 REVISED TO AS -BUILT STATUS. Ll•r1.9* R W. C I N d 30CIAT S A- FILE NO. 1') 74 MICRUf ILMEU i I DELTA > OR COURSE item RADIUS !SEARING LENGTH D 1 24 IN W* N70- 1 -15E 192.00 D 2 N70- 1 -18E 14•fil w' , 1 /-'* EXtSTt�lfi WAM LW _ 24 114 NCP* TOTAL 2.06eb.1 J D 3 18 IN RCP* 90.00 0 -31 -58 2.7 CL r? INJSHED C+ItNJE LINE D 4 --- 3 30-00 28 -21 -27 163_3 c 3ELf 6RNQi1JL ok*d ---- - - - - 18 IN RCP* - - - - -- TOTAL ----- l6fi.t1 m kv { PIERKJT �' 1�9 , 290 �, /' 290 un - 1350 -D / FINISHED ROE 1 W i GRADE LINE He v / - F �r I �FF, y " -j FINISHED GRADE LINE EXIST. 18 "RCP 0 40 4.408% & P I P E / ` w 210 COLLAR F. / F OC., COLLAR D t V .-EX I ST I NG GROUND L I NE Z A�irINDpM EXIS "RCPA EXISTING i �10"AC Q �.�� ^~' IN F 18 "RCP ITN ILL EX IST. i#I ! GR(X1Nd LIME 270 PLUG ENDS WITH CCMiCRETE I ��►� f N YC 0E KUM M1M. OF 12" THICK. � �t'..o � .� S ERTGGRADE 1350 -D Ms IB"RCP &----, 9��iy9 /O I QW TY TYFE HEADWALL y I ! Cj 9 y i / �� /�� `�'O�� �/ 1 •� PROFILE OF S 1 ORM DRAIN EC "" r SCAL 260 �,d• �� � - - T,r E X I S T I N G IMPROVEMENTS PER —� �� S �F w Z o C" N O T E S �`' SEE NOTE 2� cv *I. FOR PIPE DIAMETERS AL TO OR LESS REF. DWG. T.M. 7589 -I �J �� THAN 35" INSIDE DI TER SHEET 2 & 8 R �6 TR. ` ��I �p _ ASBESTOS CEMENT PIPE (A.C. .) MAY BE USED IN LIEU OF R o i REINFORCED CONCRETE PIPE 0 C.P.) FOR STORM DRAIN C- SY STEMS . ASBESTOS CEMENTI IPE AS USED FOR STORM DRAIN DRAIN SYSTEMS f$+ G AG 90 r� - - y a OR EQUAL AND THE I LLE RCP PIPE STRENGTH EQUIVALENT ACP PIPE STRENGTH A INS f:� 1350 -D 2000D (CLASS 1 1 I ) N \� cc 1500 -D 3000D ( CLASS IV) QUO y F lj• o .�` au `�+' cc UJI 2• STATIONS SHOWN ARE STREET CENTERLINE STATIONS. W 3. TOP OF TYPE CLEANOUT SFALL BE AT FINISHED " yO � 24 "RCP- SEE SHEET 6 z z PAVEMENT GRADE. l a SEE DETAIL SHT.5 11ATCH a ME, ; ° L)IAIG.T.f1.2SA6. t 0 k) � 5 4 , �_ _�__ -_ -,sty` Oak CONTINUES SEE NOTE a- =_ DI gE DWG. T.M. 2886 -7, SHEET 6 8 ±25.W _ o FE G CLEANOUT N A S B U I L T TYPE F CLEANOUT Id 12 .o GRADING PER IT m { 8 +42 .fly — GRAD BY " 4I `o PERM W BILL K. BRAMBLE, RCE 102 SHE SEE Z GRADING L -6228 ;�5 W to _ _) _ W % a C cz Z �L o o< — (n 11.1 I c ,W Z ° PRIVATE CONTRACT / H5 COUNTY 0 SAN DIEGO 0 5 ENGINEER DEPARTMENT SHEETS SCALE. 1" =40' C S T O R M D R A I N CARDIFF PROPERTIES UNIT NO.2 COUNTY- APPROVED CHANGES BENCH MARK DESCRIPHON APPROVED BY DATE • RE IIUD F Dletr{pfioe; 112 STET_ PIY e � ;sED TO AS - stn L7 STATUS. )2-I3.7� I ISION ENBINEE [ 1 7 jr. WXY ENHEN Location: 310 MUM OR A SArA FE DR APRON 01 OF PRGL011111,01011 OF MLWR l•KA l:l.Sl� DR 30 FT S/0 SANTA FE DR 2.5 IN E10 COR OF 6 FT CYCLONE FENCE, JUN Z3 19J2 Record Frown: COr11TY OF SAN DIEf10 YERT ICLL CDiITROL ROOT. Elor 321- 4M Down: U -S.C. A Y.S. FILE NO. rrlt{;ISIUN 1 - '.001974 MICROtILMEW W OW _,EL. 308.8 ! M DELTA g OR -� W COURSE ITEM RADIUS BEARING LENGTH N )H D Z 24 IN RCP S 5- 15 -55E 106.00 5 5 -15 -55E 143.00 \ k `...- -- -- w-- ............... w -- w -- -- M 24 IN RCP* TOTAL 249.00 Lu ~ RINIS14ED GRADE LINE S ~ La D 3 36 IN RCP* 330.00 2 -51 -53 16.50 _ t J N D 4 590000 18 -50-S4 194.09 \ $90000 4- 4- 8 41.90 Q Lf' c' D 6 S 1- 18 -24W 287939 290 8 - . - ............. TOTAL -- .... -w - 8 . 270 9 U � SEE D 36 IN RCP* 539088 CONT IIIUES \ W ~ J _ 4 T.M.2889 �, a \ w SHEET 4 �� W W a uj W • W \ FINISHED GRADE LINE a W U ro. LLI U � p W YZ-1 l7 cu < _ \ r _rD 3 � CD 280 �!`,b CL 16.50 \ �R�`P AT ' 260 49 I� o� 10 "AC \ # EIXISTING LtIiF� © 8 EXISTING G LINE 329.2.9 OF _ 42" RCP @ 0.701% 1194. 09' RCP AT d ��. �•4 u' tNVERT d1A0E (TYPICAL) 1. � y 270 " 250 _� SKI SEE II CAL) \ �EX I ST I NG GROUND LINE 1500--D 1350-D CL 1350 -D ` PROFILE OF S T 0RM DRAIN SC AL La 143 260 Lu NOTES : VERT.: I It= 4' CIL BI. FOR PIPE DIAMETERS EQUAL TO OR LESS THAN 36" INSI E DIAMETER. N ASBESTOS CEMENT PIPE (A.C.P.) MAY BEE USED IN LIEU OF REINFORCED CONCRETE PIPE R.C.P.) FOR STOW DRAIN j SYSTEMS. ASBESTOS CEMENT PIPE AS USED FOR STOW DRAIN + SYSTEMS SHALL BE JOHNS -MA VILLE TRANSITE STORM DRAIN 00 OR EQUAL AND SHALL HAVE TiE FOLLOWING PIPE STRENGTHS: RCP PIPE STR EQ UIVALENT ACP PIPE STRENGTH 1350 -D 20ODD (CLASS III) 1500 -D 3000D (CLASS IV) 2. STATIONS SHOWN ARE STREET CENTERLINE STATIONS. N LOT 231 3• TOP OF TYPE F CLEANOU S SHALL BE AT FINISHED PAVEMENT GRADE. 2 3 " \\ 0 24 RCP- SEE p\ _ SHEET .5 , W zl LOT 231 \ N SEE SHEET 3 8 "VC D R I V E —� 'N — _DS -- - 42 "RCP- SEE SHEET 7 U) 2 C EE — _ D6 __ AS BUILT �R R - -� — - -- _ - - -- - z p� _� � $ \\ TYPE F CLEANOUT TYPE F CLEANOUT BY. BILL K. BR AMBLE, RCE 8102 U - of DATE: 0 a' 0 w co LOT 232 + 8 �-- SEE NOTE 2 + . / TYPE F CLEANOUT E U _ STORMOMM ODNTINUlS SEE PRIVATE CONTRACT . t �� S c�F �' \ DWG.T.M.2BB9 -8, SHEET 4 Q 5 a SCALE: , Q =,'Ta /0 ) / j � \ 1 -40 I SHEET COUNTY F SAN DIEGO �?iN /N j� ���tF� I SHEET S GRAD I NG PER �, Np l�v p�csFF a GRADING PEW! + L - 6228 AND L -680, T Pq \ 0.197' S T O R M D R A I N Zile A /� _ CARDIFF PROPERTIES UNIT NO. 2 ^' �qTF S�jy o/ o COURSE D COURSE D3- F TANGENT @ Cam '� N� / 0.g7 COUNTY- APPROVED CHANGES BENCH MARK IPTI AR'W8+1 IN BATE Dowriptbr: 1W ST c, !,r 8E FM VA ' A� PIPE A T BOX DETAIL REVISED TO AS-BUILT STATUS. J,WI+w 17.w74 Leeetial: 1/0 NAM DR A SANTA FE DR Ar►AOR C/L OF PROLONGATION OF IALWR NOT TO SCALE DR 30 FT S/0 SANTA FE DR 1.5 IN E10 0011 OF 6 FT CYCLONE FENCE. BICKER OF WORK: CHECKED JUN 23 1972 I P ` 97? RKNJ Fww: frRQY OF SIN DIEGO VERTICAL COBTSK IION. Eiw: =.Lum Daum: U.S.C. A 6. S. ' e 1 F2 6- /S -7' T.M. FILE NO. p „ ..:15IUN ^201974 MIICROFIL.MW III 1 l CTR. RIM = 261.2 SEE NOTE 3 ELEV.TOPOFCURBO ELEV.TOPOP'CURB@ CTR:= 258.06 CTR. = 257.47 DELTA LC Z �y ua OR 8 J = C 42 ITEM RADIUS BEARING LENGTH FINISHED GRADE LINE \� _ F W D 2 5 1- 18 -24w 42.87 (L RCP ONLY .6 U > c 0 * D 3 310.00 S20- 48 -55E 1 63.07 _ LU of cw a .a - �'' p 4 S13- 5 -23E 74.04 �! g U �" m s � m — F- ii p s S17- 40 -47E 33.89 CL '"• w >. a �� ° w z ~,�az D 6 S17 -40 -47E 9.57 00 °— - v �'� w v D 7 30.00 86 -51 -51 45.48 0 \ D 25 - z � 6 D 1 30.00 56- 5 -38 29.37 \ w � a p 9 S13- 5 -27W 7 59 > W �i — ° 8 82.00 20-57-43 30:00 D1Q-- 4-2 - INlt -- - - - - -- U W i� > 26D --------- TaT - - - 5 - 21057 20 260 a 299 -68' OF 42" RCP 250 W W T1 250 AT - 0.701% V.C. > 572- 19 -13W 30•52 • W l k E D12 1• IN RCPT' 569 -I1- 5W 39050 u�i INVERT GRADE N--- - - - - -- 2.87' �,� (TYPICAL) z m m a c '-' FINISHED FINISHED GRADE '��� °`— ° °-� "-" Lo � - In a W m m GRADE LINE LINE i 18 IN RCP+ TOTAL 70.02 d c a m 33.89m - , ��ryry W N V J K +' I D9 ? 69' ° 63.07' a 74.04' — w ^ tlO ' � ' x AC j VC wi 9.57' ti C? C In + 7 ttu u ` LO Its �� \\ SEE NOTE (TYPICAL) � a °' °O.`" 250 260 m� yy,�� - L� < 240 °• 250 - \ \ Z AC . ��W CU ? 4 l -qp AC N . 5 w to Q 11.1 C — \ ° — O N �` m D D 10 m 3 250 301 ti m 3.55♦.- EXISTING GROUND LINE UNDER STORM DRAIN) w 30.52' ? p 2 1 1 1350 -D U a S 39.50' ° 1350 -D U V - 00 C: 240 a t l d _ �\ , � � R 230 240 240 NOTE: THIS GRADING PROFILE } S SHOWN 1350-D \ FOR REFERENCE ONLY. ACTUAL GRADING /S9 TO BE DONE AS PART OF GRADING PERMIT L -62281 230 G,p40� 230 o� ENERGY DISSIPATOR - Ca I EXISTING GROUND LINE \\ L"� r 30 OF i SEE SHEET 8 P R O F I L E O F S T 0 R M D R A I N PROFILE OF GRADING IN LOT 233 � ~� 2.0% RCP �; \ EXISTING GROUND LINE � l r �\ NSC ALE 11• : =40' SCALE : \\, I T� 230 \ \.� �.�EXISTING GROUND LINE 230 VERT.: I "= 4' HORZ.: 1 =40' 220 2 11 ' ' VERT.: I"= 8' __ 18 "RCP- SEE SHT. 8 8 ���� �� N 0 T E S 217'48 �� �N I. FOR PIPE DIAMETER EQUAL TO OR 217.3 LESS THAN 36" INSIDE DIAMETER. s a ASBESTOS CEMENT PIPE (A. .P.) MAY BE USED IN LIEU OF "' 00 -D - 0 p REINFORCED CONCRETE PIPE (R.C.P.) FOR STORM DRAIN ` ` = rfJ\ E + \g 0 SYSTEMS . ASBESTOS CEMEN PIPE AS USED FOR STORM DRA I N �o o 3 SYSTEMS SHALL BE JOHNS-MANVILLE TRANSITE STORM DRAIN a \� v OR EQUAL AND SHALL HAVE HE FOLLOWING PIPE STRENGTHS: a I I �t a" 8 o RCP PIPE STRENGTH I VALENT ACP PIPE TR ENGTH Ott' O o EV E ARSE p� 1350 -D 2000D .(CLASS III ) Do 0 \ \ a0\ R�ER GSR •� \ T 1500 -D 3000D (CLASS IV) w cv N \NEED o (p! PIPE AT BOX DETAIL y 2. STATIONS SHOWN ARE STREET CENTERLINE STATIONS. T \5 ?E k-Z / G / y 3• TOP OF TYPE F CLEAN T IN STREET SHALL BE AT FINISHED \ NOT TO SCALE p• 1 /;y PAVEMENT GRADE. L0. 231 PIPE AT BOX DETAIL ` � s 1 4. TOP OF TYPE F CLEANO T IN EASEMENT SHALL BE 1.0' RESE 75 ` i ABOVE FINISHED GRADE. NOT TO SCALE �fD I ICS � � S R 1 aM � ,2 F .p SFc D4 I ENERGY DISSINTOR O l y EE\, 3 � z \ c" \5 �pE ` ° S H a TYPE F CLEANOUT ''C EE DETAIL SHEE , T 6 NF r o z _ 10 A_ - SE E �- �� , 5 S A I dHT NEADMIALL 9S9/ d A S B U I L N _ 8 VC \ \5' \5 \ NEED � �o _ 1 R STp.DWG.126- > p,, �� _ _ BILL K. BRAM __ _ o \ 6+ QE Q ,� _ __ BY: —96 " SEE - SHEET -6 - - - - - N = 0 BRAMBLE, RICE 8102 - DI v ° ATE: y 0 g \ m^ �jE. pNGEE PAM a Z \ a > Q Q 85.00' 40' DRAIN EASE - SUBp. BDRI . +I = I ni Rp \N p Mp �5 j E a, W o ""� MENT GRANTED ON DAAt�` SEA p\l �\ + \g (p "04 - GRADING PER GRADING I PERMIT L -6228 SCALE: =40' OF LOT 232 VZ O \\ l 3 �`' LOZ 233 R'30 PR VATE CONT I RSE 0 \plltSE PIPE AT BOX DETAIL / 0 I 2' 6 S6„ SHEET COU NE R DEPARTMENT IEGO N 0.2 NOT TO SCALE ti k , `UNI� _? 15 • � STORM DR IN & ACCESS ROAD COURSE D -14 Q\ OF -� SO gOR1 f PRO PERTIES N O \05 1PROPERTIEST 06, CARDIFF CARDIFF PR PERTIES UNIT NO. 2 ' `fl pPQF \' EEf [� AR P Oj PARK I NG LOT. SEE GR�I SEE N ot G M A E PERMIT L GD3G PIPE AT BOX DETAIL GOD COUNTY-AECROVED CHANGES RENCM ion: AEC IbE1 f A PA L: A NOT TO SCALE N0. DESCRIPTION � APPADYED BY DATE Description: 1/2" STEEL ?IN E'ACI>310M REVISED TU AS -BUILT STATUS. T Location: SIO BALOINt DR 6 SANTA FE DR A[&&R ROX C/L OF PROLONGATION OF ML IS ON ENGINEER DR 30 FT S/0 SANTA FE DR 2.5 IN E/0 CDR OF i FT CYCLONE FENCE. ENGINEER OF WORK: CHECKED nauTr we ur nI VcoT�r�: CONTaeL low, ' YAL D JUN 2s �97� Record f..m: � . El.v: 3211 0 Datum: U.S -C. 6 G.S. dp - 1S -7z 1-6242- 2 �t FILE NO. It 1174 (� GROUT ROCK NO GROUT 0 _ LL N r 0 Y EL.220.8 1.4 IL 8-0 OW IL Go W � . ROCK PROTECTION r , I' V� DIA. ROCK WITH 507-o „ IF ROCK GREATER TION 80 POUNDS 5� _GROUT ROCK PER SECTION A -A IN HEIGHT. ROCF( 8E (� IiOUTfD , , ' r t ' r \ 0 4 eft _j r , z ►- 230 T 4 DIAL. OF 1RDEK, E>tPOSEO f COMPACT BOTH Ill 230 • , , , , , , , , , '� TOP OF ROCK LINE 1 � _ -I,OA � E NOIE.� Z NATIVE lw1ATERiAL �'"-'� -'' 6 FILLER EL.22A.8 f` Z 90% M1FM.0 OMPACT►ON MIATERIAL(TYP•) _ FLOW LINE- - � _j I -1 /2:I �- ('r'►/ 220 r I' �' U SECT ION D • D`. T�#�2C�Ll -t C Q�l�'E 22D i- _...- _..: - _ • ; o EX PST III son - 0..5' THICK FILTER MATERIAL O SIN I E R 1 -1/4" MAX. SIZE p . CONTI 0 SCAL.E:laVo NOR.t:YERT. SHE {� �4" PIPES 1 ' F I LTBt MNTERt AL--� I $ 1p O.C. Sf N1A t (iI ' Z 10' 0. C .GMI 3S AIDUTED) AS SHOWN PER DWG90 � (TYPICAL) COHT tNI)OIIS F t LTER MMTER I A� 210 x ► f STD DID . t t5 210 SEE SHE 1 -1/4 MAX. SIZE SEE u SEE SECT.C-C s LOW F LOW CHANNEL 6' �`Iti 46 51 1 S E C T ION A E >?$G710N C - C CLASS "A" CONCRETE ��) 2OOE1-0 SCALE: I" =10' VERTICAL 2.0� 1 11 =10' IIQRI.ZQNITAL SECTION B -B - THRU CENTERLI W 4Npip P OE 1.0' 1.0 1.0� SCALE: 1 VERTICAL dROUTED ROCK p 03 HORIZONTAL _ 10 _ NOTE LOW PLOW CHANNEL EFTS AT u I YR ,. :•.p:;,.: UPSTREAM ENO OF 1$ "R .C.P 'll p 1 '•s. o; '� 1 1 1 a CV In 1 t t 1 1 1 1 11 1 1 i r I • , i, 1 , 11 1'1 1 1 �,'rll1r I' 1 I 1 lC� 1 1 F I LT. E R f O �, 1 , 1 Iv1AT IcRtAL 0.5 O.S I NOTES: I. GRADING PER GRADING PERMIT L -6228• SECTION C'C t LOW FLOW 2• THESE PLANS ARE DRAWN SHOWING FULL IMPROVEMENTS WITHIN SPOT PORTIONS. CHANNEL AREAS BETWEEN THE SPOT PORTIONS SHALL BE CONSTRUED TO RECEIVE THE FULL IMPROVEMENTS AS SHOWN IN THE SPOT PORTIONS. SCALE: 1 ) NOR-AVERT. 3• FILTER MATERIAL SHALL BE CLASS 2 PERMEABLE MATERIAL IN ACCORD WITH SECTION 68 -1.025 OF THE STANDARD SPECIFICATIONS. II 10 DOUBLE GATE TO BE GROUTED r NOT 70 B GROUTED G'CWAIN LINK FENCE A � -1/2:1 I -I/2:1 x 3�f- HIGH�c— x� =1/2:1 " 7' HI I HIGH IN p1 I v t STRAIGHT HEADWALL 4 P I PE T41 ,� it PE E DWG ET 7 I B 0/ 0 B TOE O{- STONE Y A$ U I L T dR o D � o C ,FLLWIP� , RCE 810 - f— IC -7'f • .: AL SLOPE TO DR —p. ' A (TYP.) aD PRIVATE CONTRACT Q k CV NI SHEET X X X X $ N� X �c Wl W A 8 CO GN ER TS . a 6' 20' 25.5' 4.5' 4.5' 10' EN ER G Y D I S S I P A T 0 R W 2.0' Z Z P L A N W c9 CARDIFF PROPERTIES UNIT NO. 2 0Z Zr — Q Description Apprev.J by D = SCALE: I "= 1 0' 0 COUNTY APPROVED CHANGES I = U J Q N Ne. ate BENCH MARK LL •e •nrd t•, .I APw � DescriptiM: 1 12" STEEL PIN r I "t�.ilSION O U O O U Q REVISED TO AS-BUILT STATUS. �c«iM: SID "LOW DR A SANTA F DR Su Ivi•I•n En tn•A T• �seM i �� J > CQ A J O N 30 FT S/0 SANTA FE DR 2.5 IN E/0 COR OF 6 FT CYCLONE FENCE. Ensinw •fvr•rk Ch•ck•J ►�yD JUN 23 1972 W > 7 (� W p T LL W OC / Ivl�� � J N ?� j Q � ReeerJ �O COUNTY OF SAN DIEGO VERTI CONTROL ENI(• v, ,Q - date Z Elev: DoNm: U.S C. A O.S. I `j /. T. AI K M LL 11 p Z LL J FILE N0. Q 1974 Ali.;; � °Gi° 1LMEu