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269 S E W E R L A T E R A L D A T A T A B L E " CARDIFF PROPERTIES 7 UNI'T` N9. IS WORK TO OE DONE MAIN DROP INV INV DFPTH INV TO AT CURB BELOW CuRBc GENERAL N 0 T E S IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING ITO THESE PLANS, THE LOT FIFV MAIN PROP LENGTH FLFV AT PROP CURRENT SAN DIEGO COUNTY ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL 390 2340 1 #0 236.5 30.0 241.8 5 #2 I. THE STRUCTURAL SECTION WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS AND AS PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. 391 235.1 190 236.7 30.0 24244 5.6 DETERMINED BY THE MATERIALS LABORATORY. THE STANDARD SPECIFICATIONS AND DRAWINGS OF THE SAN DIEGUITO IR IGATION DISTRICT FOR 392 235.3 1.0 237.0 30.0 242.7 5.7 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING ALL EXISTING WATER MAIN CONSTRUCTION AND THE STANDARD SPECIFICATIONS AND DRA INGS OF THE CARDIFF 303 235.8 1.0 237.4 300 243.2 5o7 UNDERGROUND UTILITIES DURING CONSTRUCTION. SANITATION DISTRICT, 394 23661 1.0 237.7 300 243.4 5.7 395 236.6 1.0 239.2 30.0 243.9 5.7 3. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY 396 236.9 1.0 238.5 30eo 244.2 50 OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL HE BE I M P R O V E M EN T S S T D D W G S. L E G E N D 397 237.4 1 #0 239.0 30.0 244.7 5.7 REQUIRED TO SUPERVISE CONDUCT OF THE WORK OR THE CONSTRUCTION PROCEDURES FOLLOWED BY 398 237.6 1e0 239.2 3090 2450 5.7 THE CONTRACTOR OR SUB - CONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON GRADING OF STREETS ( TYPICAL SECTION) - 399 2.3801 1.0 239.7 30.0 245.5 597 AT THE JOB SITE OTHER THAN THAT OF THE ENGINEERS EMPLOYEES. 400 23894 1.0 240.0 30.0 245.8 50 4. A PERMIT SHALL BE OBTAINED FROM THE COUNTY ENGINEER'S DEPARTMENT FOR EXCAVATION WITHIN PREPARATION OF SUBGRADE & PAVING OF STREETS 401 238,9 190 240.5 3090 24693 597 THE EXISTING COUNTY RIGHT -OF -WAY. 402 23 1.0 240.8 29,9 246.6 5 #7 5. ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR TYPE G CURB WITH 6" CURB FACE - COUNTY OF SAN DIEGO STD.DWG. G -45 Cl 403 2390 190 2410 300 247.1 5 LOCATION OF CABLES AND APPURTENANCES, CONTACT THE PACIFIC TELEPHONE COMPANY AT 298 -0595. 404 240.0 190 241.6 30.0 247.4 597 4 P.C.C. SIDEWALK 212 -2 405 240.5 190 242.1 311e0 247.9 598 6. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. 406 240.8 1.0 242.4 30.0 24892 598 FOR LOCATIONS OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES, CONTACT THE SAN SURVEY MONUMENT- 218, 219 0 407 2410 190 242.9 30.0 248.7 598 DIEGO GAS & ELECTRIC COMPANY AT 232 -4252, EXT. 1658. • 408 241.6 1 #0 243.2 3090 249.0 50 7• ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED BEFORE CONSTRUCTION OF CURBS, A.C. WATER MAIN (SIZE AS SHOWN) SAN DIEGUITO IRRIGATION DISTRICT- W2 409 242.1 190 243.7 30,0 24994 597 CROSS GUTTERS OR SURFACING OF STREETS. 410 747.3 1.0 243.9 30.0 249.7 597 8. CONTRACTOR SHALL UNCOVER LOCATION OF WATER VAIN CONNECTIONS PRIOR TO BEGINNING INSTAL- I" WATER LATERAL (SEE NOTE 16) SAN DIEGUITO IRRIGATION DISTRICT- 411 242#6 1.0 244.3 34e9 250.1 598 (n R "-' LATION TO INSURE CONFORMANCE WITH LINES AND GRADES SHOWN ON THESE PLANS. ANY DISCRE- 412 241.5 1 #0 24391 30&0 748.9 508 " - ' - PANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DISTRICT ENGINEER PRIOR TO PROCEEDING. CAST IRON GATE VALVES & STANDARD - SAN DIEGUITO IRRIGATION DISTRICT- 1.0 242.6 30.0 248.4 5.8 � G V 413 241.0 ENC NITAS �'Z VALVE BOXES WITH CAST IRON COVER w o 9. ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE BY THE SAN DIEGUITO IRPoIGATION'FH 414 240,R 190 24294 3090 248.2 5e8 0 • = E a DISTRICT. COSTS FOR THESE CONNECTIONS SHALL BE PAID FOR BY THE DEVELOPER. 415 240.3 190 24199 3090 247.7 598 a FIRE HYDRANTS & APPURTENANCES SAN DIEGUITO IRRIGATION DISTRICT - 416 24090 1,0 241 #6 30.0 24794 597 �� & z _ 10. ALL WATER MAINS SHALL BE CONSTRUCTED WITH 36" MINIMUM COVER. 417 239&5 1.0 24191 30.0 24699 597 c wL . o 11. GRADES OF 10% -I I.9To - 2 -1/2" A. C. OVER COUNTY APPROVED -BASE. AC SURFACING cc 418 239.3 190 24099 3090 24697 597 N s� & vz GRADES OF 12% -Wo -13 - 3" A.C. OVER COUNTY - APPROVED BASE. 419 238&8 i.0 240.4 30.0 24662 5.7 �` 3 > a i 12. THE CONTRACTOR SHALL UNCOVER EXISTING SEWER MAINS AND SEWER LATERALS, TELEPHONE AND 2 WATER LATERAL WITH BACKFLOW PREVENTION(SEE NOTE I6) SAN DI 420 235&5 1e0 24091 3090 24599 597 SANTA FIE DRIVE ELECTRIC CONDUITS WATER MAINS AND WATER SERVICES GAS MAINS CABLE TV FIRE ALARM AND IRR, DISTRICT 421 238&0 160 239.7 3090 24594 597 ANGIE CARDIFF PROPERTIES OTHER EXISTING UTILITIES AT LEAST TWO HUNDRED (200) FEET IN ADVANCE OF TRENCHING OPERA- V.C.P. S MAINS (SIZE AS SHOWN)- CARDIFF SANITATION DISTRICT - SI 422 237 &8 190 239.4 30eo 24591 597 ALL RD. I,6"S UNIT NO. 6, TIONS TO PERMIT GRADE OR ALIGNMENT CHANGES. 423 237.3 1#0 23999 3090 244e6 5 #7 o 01 ° CARDIFF SANITATION DISTRICT 424 237.0 1.0 238.6 30 #0 244.4 597 c� 3 MAP �� p 2 13. ALL WATER METER BOXES SHALL BE SET AT GRADE BY THE SAN DIEGUITO IRRIGATICN DISTRICT 425 236&5 1 #0 238 91 30 #0 243.9 597 c^ 0 1 PRIOR TO PLACEMENT OF CONCRETE SIDE14ALKS. CONCRETE MANHOLE CARDIFF SANITATION DISTRICT 2 426 236 #3 0 237.9 30.0 243.6 597 9 EDWINA WAY, 1. CARDIFF PROPERTIES UNIT 14. EACH LOT SHALL RECEIVE A 4" -SEWER LATERAL AND A I" -WATER LATERAL, LOCATION TO BE DETER - 427 235 &8 1.0 237.4 30.0 243 #1 597 C RDIFF \ _ NO. 4, MAP NO. 7525 MINED IN THE FIELD BY THE ENGINEER OF WORK, THE "AS BUILT" LOCATIONS SHALL BE SHOWN ON 428 235.0 1.0 236.6 30.0 242.1 595 BY THE SEA 1 NOLBEY ST. THESE PLANS AND THE SEWER AND WATER LATERAL TABLE COMPLETED PRIOR TO ACCEPTANCE OF 429 734 &9 1.0 236 #5 3090 241 5.3 DEBANN RD: -` \- THIS SUBD'I'VISION BY THE COUNTY. INSTALLATION OF STREET LIGHTS SPECIAL DISTRICTS EXHIBIT B BIRMINGHAM DR:- } CARDIFF PROPERTIES UNIT 430 2.34&7 1.0 736.3 3090 241.4 590 NO. 5 15. THE CONSTRUCTION OF P.C.C. STANDARD DRIVEWAYS LOCATIONS TO BE DETERMINED IN THE FIELD 431 234.7 1.0 236.3 3090 241.2 499 LEGAYE DRr' ( DO6 DR. BY THE ENGINEER OF WORK. THE P.C.C. SURFACING OF DRIVEWAYS SHALL EXTEND FROM THE CURB MODIFIED DRAINAGE OUTLET-SEE DETAIL- SHEET 2 432 234 #6 190 236.2 30.0 241.0 4.8 TO THE PROPERTY LINE.USE STD.DWGS.305- 2,306 -1 & COUNTY OF SAN DIEGO STD.DWGS.G -22 & G -23. 433 234#4 1.0 236.0 3090 241 #0 590 220 -I = _ D1� 434 234#2 190 235.8 3090 241.7 5.8, 4 CONNECT TO EXIST.8 "VC _I 16• PRESSURE REGULATORS SHALL BE REQUIRED FOR ALL WATER SEPVICES. STORM DRAIN - - - - - SEE SHEET 3 L 0 C A T I 0 N M A P 17. ALL SEWER MAINS AND LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT SAN GRAVITY TYPE HEADWALL COUNTY OF SAN DIEGO STD. DWG. D -I - - - -- _74 NOT TO SCALE DIEGO COUNTY STANDARDS FOR SEWER CONSTRUCTION AND SAID STANDARDS WILL GOVERN ALL SEWER TRENCH BACKFILL. PIPE COLLAR SEE DETAIL, SHEET 4 18. ALL FILL SHALL BE COMPACTED TO 907o OR BETTER PRIOR TO INSTALLING SEWER PIPE AND MANHOLES. 19. EXISTING GAS MAIN AND VALVES MAY REQUIRE VERTICAL RELOCATION TO MEET NEW FINISHED GRADE. \ b RELOCATION SHALL BE DONE BY THE SAN DIEGO GAS & ELECTRIC COMPANY AND PAID FOR BY THE DEVELOPER. 20. EXISTING WATER MAINS, SERVICES, FIRE HYDRANTS, VALVES AND APPURTENANCES MAY REQUIRE VERTICAL RELOCATION. RELOCATION SHALL BE DONE BY THE SAN DIEGUITO IRRIGATION DISTRICT �� OAg AND PAID FOR BY THE DEVELOPER. P 21. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE R 0 P E R T HEM OFATHE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATION TO AN UNDERGROUND NO /ES ( M A 1 SUBD.BDRY. ti P II' 10 b IL Z 0 T 0 AC SURFACING T 1 5 4 N MEET EXiST.PAVE- SAS REQUIRED dL ti ��pO SUBD.BDRY. 0 S W MENT WITH SMOOTH ELEVATIONS SHOWN C 0 F TRA IN PROFILE 0 1 / S �\ C ¢ 0 EXISTING_ 4 G QP � I I S F PAVEMENT FOR STRUCTURAL 4 "PCC SIDEWALK y I E O p W I SECTION SEE NOTE 1 TYPE G CURB \ 0 S R; I I A j/ O N WI TH 6" CURB FACE EXIST.S.D.G. &E. I 1 4 TYPICAL STREET SECTION a ICO. EASEMENTF /P 161439 _ 3 Q 0 o N I DATED JUNE 23, 1971, O.R. I W I NDSOR ROAD ry�\\���` F I' 06000 NOT TO SCALE O t- �� 3b I g �� 3 I \� EXISTING DRAINAGE EASEMENTS 4351 SUBDLVLSLON BOUNDARY 2 R C O V� TO SAN DIEGO COUNTY FLOOD CONTROL I i 4 421 420 419 418 41y I6 415 414 413 412 " O s QQ���p 0 QS / DISTRICT PER DEED R O.R. AUGUST I I 4 4 � 425 424 423 D_ RI VE � 8 " VC 23, 1973 AT F/P 73 S - 38178, I 429 428 8 °VC � � � SHEET 2 �- y y 60 TYPICAL LOCATION FOR � � =_ _ rte / I \ 430 DGROVE A _ I 40 10 STREET LIGHT OR FI'RF 1 \ w 6' C. R4 .8 $ = PROPERTY LINE 5' 5' 20' 20' 5 '5, HYDRANT A5 BUILT 431 d $ �G '�� - 2 A °N $ "' ' ELEVATIONS SHOWN PROPERTY LINE d' �� 3 404 40.+ 406 407 408 4D9 410 411 J,� v ' ( IN PROFILE �� -� I BILL K. BRAMBLE Lc� 0 2% EXIST.STO -, 432 / 400 401 y- _ 27o - 27o y I DRAIN DW eT.M-,_ , 394 395 396 397 398 a DATE - ��� 2 55 433 389 390 391 392 393 z o C 4" P.C,C. 4" P.C.C. SIDEWALK 388 SIDEWALK TYPE G CURB W/6 CURB FACE I TYPE G CURB SU�1' -ISI BOON ARY x FOR STRUCTURAL SECTION / WITH 6" CURB FACE - SEE NOTE I E KEY MAP s d PRIVATE CONTRACT L 5 77 356 I 1361 I 365 /�I 366 I I I 1 371 I I � I I � I I I I 381 I 1316 2¢ TYPICAL STREET SECTION SHEET I I IXISTING� >. I g WOODGROVE DRIVE COUNT OF SAN DIEGO 4 STORM U N I T N 0 NOT TO 00 I 1 ENGINE R DEPARTMENT P R 0 P E R T I F S DWG.T 6 288 5N me 5 Q SCALE :MEETS C A R D I F F c� x cs.0 PLANS FOR THE IMPROVEMENTS OF WOODGROVE DRIVE E K E Y M A P IN CARDIFF PROPERTIES UNIT N0. 6 CARDIFF PROPERTIES UNIT NO. b COUNTY APPROVED CHANGES SCALE: I "= 100' BENCH MARK NO.00 - 0026 R•comm• ed for prove Approved T NOTE: L DENOTES STREET LIGHT CARDIFF SANITATION D I S T R I C T SAN DIEGUITO IRRIGATION DISTRICT M e. Description Approved by Date Description: 1 1z" STEEL PIN - SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 7 000 LUMENS ADDED 2" WATER LATERALS WITH IL "3.73 ubdly don Engin er y Engineer t�Rc: a51(JJN C. J. HOUSON- DIRECTOR OF DEPARTMENT OF DENOTES FIRE HYDRANT BACKFLOW PREVENTION L ocation: s10 9Al0UR DR b SANTA FE DR Ap"rROX C1L OF PPOLONGATION Of FE NCE. RFVLSED to AS eui4T STAtUS �j(( 2•Z7x DR 30 FT S/0 SANTA FE DR 2.5 IN E/0 COR OF 6 FT CYCLONE FENCE. - Engineer•( work Ch•ck•dby APPROVED BY APPROVE BY SANITATION & FLOOD CONTROL Da AA�".'O FILMED - {� -7,? Rec ord From: COONTY OF SAN DIEGO VERTICAL Da tum: CONT ROL aOdC a.a. G - BY !! // �( DATE 9 -/_ SL G'GO DATE /� - B2a. Approval date Elev: ILgo tam: _ U. t s_ B Ocr73 2889- 6 / DATE R.c FILE NO. ,N6V i 1973 r q, 0 cr' O EE R 13 14 15 MEET EXISTING CURB & IMPROVEMENTS ITEM RADIOS BEARING LENGTH 10 m 11 12 -+ ( WITH A SMOOTH TRANSITION - SEE NOTE I COURSE m 1:0 to 00 * C 2 6 IN TYPE G CURB 1020 N88- 23 -46E 142.9 m \ m� 07 134.48 �� EXIST.CURB GRADE _SEE NOTE I C 3 480•p0 I6 -03 - r Tu / m \ t o O 16 -02 -34 DWG. T.M.2889 -4, SHEET 3 m -4 w / C q 520•� 1 45.60 50 C S SBB-23 142.19 ° LO N 980•DO 6 -21 9 108.65 250 LEFT CURB C 6 L 786.20 CB GRAD n 0,96�i. / 6 IN TYPE G CURB TOTAL LID n \ �� LEFT CURB �� u �� o� W 1 8 IN AC 988.00 6 -21- 9 109.54 limlooklowillilillillilllllllllllllllllllllillilI m m . 245 EXISTING GROUND LINE AT CTR. CD mO7 W 2 NB 02_51 142.19 '`� PLOTTED ON LEFT CURB STAFF ELEVS. �•* + MEET EXISTING PAVEMENT W 3 512 '00 16 -02 - 51 143•x0 L \ p r WITH A SMOOTH TRANSITION - SEE NOTE I TOTAL 8 IN AC 395 cc rr Or / m -4 \ �' EXIST. CTR. GRADE ''T ° o , ° DWG. T.M.2889 -4, SHEET 3 - SEE NOTE I S 1 8 IN VC 1000.00 6 -21 9 110.87 Lr \ S 2 NBB -23 - 46E 142.19 ti Q / '{ - 250 S 3 500•'00 12 -10 - 50 106.30 ` � 250 �� LC �� Ln / GRADE 8 IN VC TOTAL 359.36 N 0 , 9663,/. CENTERLINE CENTERLINE R' T �� woo-O wow u CENTERLINE DATA DELTA f u u 245 FROM TO OR 245 o �o W STATION STATION RADIUS BEARING LENGTH `:' 10 +97.34 12+ 8.21 10010.00 6 -21 9 110.87 'a`' Ln W 106.30' OF B" VC 12+ 8.21 13 +50.40 0.00 N88 -23 -46E 142.19 5.5' i ru m AT 1. 13 +50.40 14 +89.44 500.00 15-55 -58 139.04 m ° VC AT 0.9487° 3 00 6 4 N 6 .I m w ru n 253.06' OF B . ,_ C i co 240 1-4 240 N INVERT GRADE Cu Cu ° ° 00 a L 2 m lot cli >! �? • .: j ' • ... ..:: N �► EXIST . CB (MADE 00 ' DWG.T.M. 2889 -4, SHEET 3 -SEE NOTE I 4" PCC tO _ - `� N 250 - Q 3 250 RIGHT CURB CB GRADE 0 ,963 °A ° _ m MEET EXISTING CURB &IMPROVEMENTS o WITH A SMOOTH TRANSITION- SEE NOTE 5.5' RIGHT CURB C - �, s . 8 "AC 4.5' 6" m DWG.T.M. 2889 -4, SHEET 3 - SEE NOTE 1 6" �� 2 -1 4.5' C.LID 2" - L0I - PROFILE OF W,OODGROVE DRIVE rr U SIDEWALK 2 2 2" 'I SIDEWALK 245 �• ' 8 "AC��ERT GRADE _ m ° 14 +90.44 REMOVE EX.IST.2 "BO &MAKE " v + CONNECTION TO EXIST.8 "AC- SEE "' ��� �' NOTE 9, SHEET I & NOTE I THIS SHEET S A L E : Waste owo=Ww • .: Vii, '.0'. •: y .. • P" .. _ ✓: qr m - `t' • VERT 1 n , REBARS 3- #3 REBARS 4 "P� Cu rz. R, cc O0 cc N 1 240 C r� ° U SEC. ✓ -� N U laJ 0 m NOTES CURB LINE ----� 5 , 1. IMPROVEMENTS NOTED AS EXISTING ARE NOT 3- 5 /8 "OXIO "X3" LEG CONSTRUCTED AS OF 12- 20 -72. AT 90 ANCHOR BAR, I ;-r � FULL WELD END TO 4.5' r I" CLEAR s a ANGLE `4 16 REBARS I _ ! .•; > •' -2-1/2" o i Q u> 2 -1/2 CONC 2 10 "AC PIPE z LID �o� N 2'1/2 "X2 -1/2" - ; - i N G.I. ANGLE ,.. , •; , •:: ` �' :i: -' w x �� S W 1 / 4 GUTTER \\ 4 1 /4 " • 1' "PCC O F 418 417 J' ,�, o N P 0 R T 1 0 N �s #3 REBARS,, a 416 m m t z r TOTAL OF3, SEC. C W 415 414 mm ° j ", SECTION 413 23� Q W W 41 1/ �iwW = C 3 - o > a W 0 E. N W nREMOVI- 3 rxw N/ _ - - 61010 W W EXIST•P� �t'' 8 to ( 6 10 g 6 W ` o _ / DRAINAGE $ `n VE Fy,IST.T(PE C 2- I/2 "X2 -I/2"' - CU '��( FENCES / I. ANGLE - ` CURB LINE C1 6 li 11'6 I DITCH �R�FNp� T G„ VEIA #4 6 REBARS M �// ���_ 1 EX15(.PA S 8 "VC 11 I r UBD.BDRY tOFF WALL, A �- AN CHORS - SEE ` --51. 12 WOODGROVE r 2 16' C3 wapGR I /> . • '. ' SHEET 3 W I 8 Ac _ DRIVE - DRI SCALE: I I -40 [ ... I, 3 - #3 REBARS aal - - 6 4 41 CS U 2-1 //�� w 6 r 4 INP SI{T SIDEWALK -LTLI SIDEWALK `�tn in o 1 I 1111 61 t••• �F EXI M2g89-14 AS BUILT W - 1 12 zm72 6 i6 pWG•PER &MAKE �S W 8 W 0 6 10 10 G l REI�NE ON TO EX j S'. a" AC _ W a EX�� / + 403 .404 1 W o LL W o CONN 9, SHEET _j B I,IL K. BRRMBLE ' ► YA - ° r402 j' `8 I 405 406 J W � W o W CD �SEU� � 4 � � p �>, Z - z III 3 407 m �', w 411 DA TE: 4 /� CL I 40 409 w 410 Ia Q �vr'i 3 o as w Q F LO 5 6 CURB Imo U) � � PRIVATE CONTRACT 6n t w + ixw _ _ p z P CURB 3 ® a N -8y 2 +� O J G SHEET n 1 � i _ m COUNTY OF SAN DIEGO = O 'n 'nom 5' 0 113 - J 2 ENGINEER DEPARTMENT + " W 0 0 D G RIO V E D R I V E n P ROPER TY LINE LI - - \ \� w a CARDIFF PROPERTIES UNIT NO. 6 \ w o \ , COUNTY APPROVED CHANGES \ J BENCH MARK N0. DC -0020 R m1Pd °d k A I Approved 10 "AC DRAIN �\ PII°I "VATE N Description Approved by Date Description: MAT 1/2" STEEL PIN \ J s ADDED 2" ER LATERAL WITH 11 3'73 u vlelon Engi aer y Engineer JIV BACKFLOW PREVENTION ., 'u �j Location: S/0 BA LOUR DR 6 SANTA FE DR APPROX C/L OF pgro nlNie710N OF BAI dIR P L A N ✓ PRIVATE OUTLET AND AWL DDED 10 "AC dtu� IZ'3 I DR 30 FT S 0 SANTA FE DR 2.5 IN E/0 6 -FT. CYCLO FENCE. Enainearof work Checked 1: PRIVATE DRAIN � /?�G REVISED TO' AS -BUILT STATUS. T'µ 7� .r..°+•. _ COUNTY O- SAN DIFGO VERTIrA N%1T Bppr �/ A ova dare C Record FroNU: r � Pw Elev: 328.430 Datum: U•S•C. t 113, K. MBLE,R C E. 8102 /BOOT 7 2889 -6 Dt- r,e.iL_ OF CUPB OUTLET CNARL W A FILE NO. SCALE: 1/2 " =1' -0" • �P1' ';. I. -Iqi iJ 'PEFIFECT "PPOFiLe PLATE A EUGENE DIETZGEN CO. 4 7 8 9 10 11 OR 5 J �+ w MEET EXIST.ClIR6 & Lj 6O'V.C. > o COURSE ITEM RADIUS BEARING LENGTH M IMPROVEMENTS WITH A C LEFT CURB SMOOTH TRANSITION - o� ° o ~' ° C 2 6 IN TYPE G CURB 180.00 S 82- 61- 58 -40 194.71 SEE NOTE I n w o -a = L0 �� �� C 3 220.00 68- 3 -24 261.32 245 �'" ,io 0 0,963•a CB GRA 2 C 4 N82- 2 -37E 414.25 ru m-C �, �� _ ,;, �� \ p 6 IN TYPE G CURB TOTAL 1284.53 LEFT CURB `°" - \ < EXIST_CB GRADE CU I N ti /� \ rz U' . w 2 8 IN AC 18 •00 N - -37E 404.25 cu / \ + SHE T.M :288g-5 / m 8 IN AC TOTAL 622.39 250 V SEE NOTE 1 240 5�`' 2 10' GUTTER GRADE w , I O U MEET EXIST.PAVEMENT WITH LAI ° O i 2 .I com � � m J �•- 2 •J ti W SMOOTH TRANSITION < m CENTERLINE 1 Zo Q -j S 1 8 IN VC 20 - 00 65 -21-48 228.16 SEE NOTE I @M -Co o / < h H� O H S 2 N82- 2 -37E 414 25 A SMOOTH - �� W =< m - BIN VC TOTAL 642.41 Ln 245 ° 245 iJ N U °" N U V EXIST. CTR.GRADE u' m� LID h /� �_ � � -_ � �� O W N CENTERLINE DATA I - STATION STATION R OI Fa + m - DELTA SHE T.M.2889 5 cad o I� �- � iQ rJ yt FROM TO OR SHEET 2- SEE N©TE < . N ,�_ T \ SUS BEARING LENGTH CENTERLINE -*-� _ r rU rm cc ti EXISTING GROUND LINE AT CT,R. 4J 4454.93 6 +83.09 2 0.00 65 -21-48 228.16 _- °j L `' 240 / 6483.09 10 +97.34 0.00 N82- 2 -37E 414.25 + \ / - -� T / / PLOTTED ON CTR.STAFF ELEVATIONS' IC) 240 ,vim \ EXISTING 10' TYPE A -2 u ' ° 2 �'� yf ° CURB INLET & 24" RCP PER I J T.M. 2888 -5, SHEET 6 o w / rr yC (�T 0.948 9� 0- - W \� / 3 �� 114.25 OF 8 ao J► LL' U �O \` / r; W ` / \ \ 21�= ` 1 m Cn X 228 + 235 . \ 16' OF 8" VC AT 0 4 . 400Yt/ + 1 235 .231.5 INVERT GRADE - TYPICAL EXIST.8 "VC E8 "RCP "� SEE CARDIFF s �--� N PROPERTIES 1 UNIT 5 1 SHE DWG .T.M 2- 2 S EE N OTE t 4 t- t3 �: R_. L' RIGHT CURS Z,4•R� SHEEE N oRZ4" N (e t- 230 M �.,+ �' / N CB GRADE 245 N w - rG ' 63•% � • 9 0.903 V ' r U WITH A SMO CURB & IMPROVEMENTS �, ' OWN FOR REF a N �4 WITH A SMOOTH 1RANSITtON- 1R - SH 0 40V SEf ��ppTE I _ EXIST.CB GRADE \ DWG.T.M.2889 - a� -- ''�� trtli t -r u " _ � � V e o. gz SHEET 246 - SEE NOTE I `�' 8 "A). INVERT � G RI��•.� --��"' _ -_ Y 240 SH T 6 SGP L- 5--7 -S 0. ICY) ICY) Ta o 8' (UTTER GRAS - ` +� �"" to o4 Ma„ 10 N nomm own s-No SCALE'. HORZ. 1 " =4.0' f�O (aj -� PROFILE OF WOODGROVE DRIVE VERY I " =4' v RIGHT CURB N �, 2 ���� -��� �, SCALE PROFILE OF EXIST STORM DRAIN EXIST. 8 "AC.✓" wo'� ° DWG.T.M. 2989- 5,SHT.2 o m 235 HURL : " =40; SEE TE I °o IO u7 ° VE RY.: I "= 1/• 0 o NOTES: 4 +61.66 REMOVE EXISTING, N 1 c� H w 2 "B0 & MAKE CONNECTION TO ` 60'V.C. - L � EX I ST.8 "AC- SEE NOTE 9, w u 1 IM PROV E MENTS MEN7TS2 TED AS EXISTING A RE 140T T CONS RUCTED SHEET I & NOTE I THIS SHEET 'm AS w " ,-2" WATER LATERAL WITH BACKFLOW 2. MEET EXISTING INLET CURB & GUTTER WITH A SMOOTH 1 PORTION OF SW 114 I PREVENTION FOR IRRIGATION SYSTEM i N TRANSITION. SEE NOTE 1. Qr. OF NW 114 f 42 SECTION 23 ! 427 42 425 424 423 422 421 420 419 Im 42 w 3 �CESS W l e W 0 w w w N w �b R��� l N LID �- F. 43 2 BD. Y. 431 ' 11' N - F xp) . a 5a' 5 I � I C4 '�*- - 52 DRIVE 1 _ 8 "VC s T SFF�6 yo cT�432 6�1 3 �V� 1 - I �w2 10 8��� 2 ����EE SHEET 2 ti CI 4 1 11' 9 11 11 141CI 6 11' 11 i!' 11 14' n O F �� GAq /N 3433 in 22 in o 8 p �� q < FF �,,� N N w w N w w w '4T0 ' v 4 fs o 0 4 _ 0 1G; co w e "3 0/ /-0 6 391 392 393 394 395 396 397 398 399 400 40 I 402 390 p R FOP F� 5+07 18 J 434 w 389 E)(1 ST 1 . o AS BUILT SEE URB INLET PE A x z J SEE NOTE _ `O SiBO. BDRY. NOTES 1 & L` `� `' v' _j v .75 S R 2 Igo LLB' BIL K. 13RAMGLE CL yF'F q � U_ 8D BD Y @ RT. CB pOC J OD � F E ES 1 YpE T OS ST. j Q @ CTR. POIC �' - D,9 E: z - z -'7b ���,�,,,,,__ o w 0 +61. R/ F F O T 5 /w �Q I 4 +61.� RL @ LT.CB pOC J p 1 I THOTEO" T HEX ST e A� & MA N/ 7 W W , SHEE? , S �T I& KE 0 o W r PROP SOT NOT ' z E R T/ E S 5 1 2 PRIVATE CONTRACT N 0 i� _ ATE SHEET COUNTY F SAN DIEGO SH _ 1� F 5 3 ENGINEER DEPARTMENT � 2 O 1 F_ C W c to N - � w W 0 0 D G R 0 V E G R I V E ` �W� i CARDIFF PROP RTIES UNIT NO. 6 3 �U? A COUNTY APPROVED CHANGES BENCH MARK N0. OC -0020 • d fer A rol Approved Description AWw" by Data 1 /2 11 STEEL PIN Deseriptien: •'� ADDED yy" WATER LATERAL WITH M -3-7-3 Iviei•n En ce• r Meer 4 �JU SACKFLOW PREVENTION LCI.a;0N ag f SCALE:/ 1 " =40' REVISED TO AS 190ILT SIRTOS �RG,,, z -27 -9G Location: S/0 BAL DR i SAN FE DR 1MlOY c L P(j r ev fldLONfliTidl oe fLL�IR DR 30 FT S /0`3ANTA FE DR 2.5 IN E/O 114T CYCLOE FEKE, E ngineer of verk Checked by COUNTY OF SAN DIEGO VERTICAL CORML FOOD RDe T.AI Record Fran: APpreve eN 2889 6 M'C AK 1 U ,�f) EI•v: 32111-1111 Datum: U.S.C. i 11.1. .i. ✓"c'c �(N /r1 OCT 73 iROF,i_IA"D FILE NO. NOV 5 1973 MIC: ;0tI 'PERFECT'PAOFaE PLATE A EUGENE DIETZGEN CO. DEL CU .: 8 g 10 11 OR + COURSE ITEM RA0 US BEARING 6 LENGTH °� - C 1 6 IN TYPE G CURB 820 00 12 -28 -53 178.63 545- 21 -49W 40 TOP OF Ea�ISTING / V C / u� C 2 366 -CURB RX FIELD • 9 Lj ' CO SURVEY r " m 230 ^ 6 IN TYPE G CURB TOTAL b82.29 u� i5 e °o / CU ru 240' V.C. / D i 18 IN RCP 516-46 -i8E 15.00 ft >0, ° ru C3 Cn i re s�� LC C° CU 18 IN RCP -SEE NOTE 2 TOTAL 15.00 \O�,p o 200 r, Q, 230 \ N :2. 225 \ �' .� ' N IV _ fU rn C3 3 In \ (1.1 CLJ ° \ a) N t5 \\ ti m \\ I = �,Uj 195 CENTERLINE DATA DELTA 225 \ \� m �' 220 = N \ o� S'S o 'N co _j FROM TO \ OR APPROXIMATE EXIST. °.�' � *C C,p o� � � LENGTH ,4 ru STATION STATION R OIUS BEARING GROUND LINE @ LEFT ° L ,u ��F �eai= y� 5 +6427 74 32-97 36'63 80 0-00 000 545- 21 -49W 403 -66 \ \ ru y 7 +32-97 11 \ it--� o CURB LINE \ .� L am,, �' g3 c� im- APPROXIMATE EXISTING \1 190 2 � 0 o = GROUND GROUND LINE @LEFT 200 \ 215 I— \ m ^ ° ° w w Q \\ m Ul CURB LINE m, / iii LU IB "RCP @ w > c� ►- \ \ m N ° ° . s w e \ \ _j y z LEFT CURB \ ., f + i- w m o +' C'�_ -� � EX19T.GRJ�DE INF 5:j o t &: (EXISTING GROUND LINE t z \ '+ 3 185 <a o w �\ �o • 210 ow X195 \ \ m r , N 185 WISHED {MADE LINE z9'oF w Itchh# R ?w Ua m t 215 \ o m \ CrI LD . TOP Of EXISTIN6 CURB ( REMDkE EkISTiN6 HEADWALL & EXIST. -Z�I � >iF � CE) CONNECT TO Eg1�, PIPE COLLAR -.S WITH NEAUMMLL I I iJ I I w C3 C \ cp � T.M. SHEET 5 EE IL I \ 15 OF IB XP @ E � m'n APPROXIMATE LEFT EDGE OF \ EXISTING 211 "RCP i j\ SEE NOTE I ' `\ I.890 INV.6RADE 19� 180 I �\ EXISTING PAVEMENT GRADE \ \ < m c� @ LEFT CURB- �t80 _ f 1 t- \ ?� ^„ 205 LEFT W 190 \ SEE NOTE I EXIST .18 "RCP�a \ \ GRADE AS REQU I RED TO DRAIN 5 H O W N FOR REF . w 210 cu APPROXIMATE LEFT EDGE ° C3 Cl17R6 OF EXISTING PAVEMENT GMRA DES .� ONLY SEE T M. m 120 V. 2889- 5 5114T. 5 ? } \ \ w - ROCK CUTOFF WALL w \ ° - ° r GP L-657T _j o m m 185 175 6000 -D I'Jrs�E► -p 205 \ 185 �\ n� D' 2l >tte�otl ROCK /0�t811�# PR ©FILE 0 EXIST. STORM DETAIN \ i PROFILES: ° —' t 1350 - D A�QCCK1(TI �.FT. AVE.R�K WT. =35 LBS. HORZ.: 1 *40 P R O F I L E O F W I N D S O R R O A D PROFILE OF STORM GRAIN 5 T 5t50f vEaT.: I "= u' 611 J 6„ LIT / I PE CC y C,1 �: 6,� END CAUTION l CARDIFF PROPERTIES ' "'•;' GROU APPROXIMATE LOCATION EXISTING � u, '� UNDERGROUND PRIMARY AND SE "' 6 „ WITH 1:2 MIX U N I T N O 1 ELECTRIC GAS SECONDARY CIRCUITS TV &TELEPHONE ~ 7 1 5 4 CI � i .C�' 14-3 CLASS A MORTAR M A P N 0 + L 0 T _ __\\ W1 eel o CONCRETE 4 3 5 5 16- z° mi o DETAIL PIPE COLLAR 1 0 5 I SUBDIVISION BOUNDARY AND /� � c4 NO SCALE 4 ` 1 8 "E �� L 0 T _ - PROPERTY LINE � r EXI 5, T GITOFF �� x '� C1 STI X'IO' S� Pf OFI LE WALL - 44 . GRADI DIKE PER SLOPE XI DEEP R� 'MAVITr TypE w c"d o ~ N 0 T E S W I S N D S 0 R — TECTI I BE H �, PEIT L6 224 qyE' ,_ iLlHf PARALLEL' THE E SK 1 I ° I. IMPROVEMENTS SHCWN AS EXISTING PER DWG.NO. T.M. 2889 -5, SHEET 5, AN ' EXISTING IMPROVEMENTS PER i - I .E. , e D THE g _ " i . 35 LBS F R�NOT� 21'yg" u ��c Q 5 ARE NOT CONSTRUCTED AS OF JANUARY 8, 1973. NZ DWG,T M.NO. 2889 -I, SHEEri 6 1 ` _ _ _ < SE E ' 25 3 2. ASBESTOS CEMENT PIPE (A. C. P.) MAY BE USED IN LIEU OF REINFORCED 5 +58.70 MEET EXISTING CURB J EXISTING CURB �- O Yp I EX I ST I ' ss U CONCRETE PIPE (R.C.P.) FOR STORM DRAIN ALL BE . ASBESTOS CB+ fIT T I B C2 DS � � . � a� : ��in EX PIPE AS USED FOR STORM DRAIN SYSTEMS SHALL BE JOIMiS- MANVILLE '"�� _ EXISTING pgV�ENT _ f � I P0.STS ��- DNGSJMgDWALL g TRAN SITE STORM DRAIN OR EQUAL AND SHALL HAVE THE FOLLOWING PIPE & IMPROVEMENTS WITH A ABANDONED STCRM DRAIN PER � SMOOTH TRANSITION I GRADING PERMIT L6224 W ROVE "� ' a ' _ G 9 SEE NOTE H � G p L ` RCP PGA � 7, H EQU I VALENT A. C. PP. P i PE STRENGTH STq. 5+ EXI STIIyG p _ I D _ _ 5 SHEgT 77 1350 -D 2000 D ( L I R FAC I HG AS SB± TO 8 +85+ KE EX I ST I v 3000 --D 3750 ) --D ( CLASS V) ch I RED _ P 0 R T / 0 N ,� I BOTH TRq � T IOV I AiG g �p AS 1 N,II x+59. E L / _ _ w2 3. THE CONTRACTOR SHALL UNCOVER EXISTING SEWER NA I NS AND SEWER LATERALS, A 5 8U I L T HD$� R Oq� TELEPHONE & ELECTRIC CONDUITS, WATER MAINS AND WATER SEWVICES GAS 0 F 44 HE -�' _ 61 L MAINS CABLE TV FIRE ALARM AND OTHER EXISTING UTILITIES AT L AST TWO S f TO EXIST,H ���,�,� OF CTR, DAG. 1 E XI ST 18" A� L & EXI ST I HG I HUNDRED (200) FEET IN ADVANCE OF TRENCHING OPERATIONS TO PERMIT GRADE BILL K. 13FAMBLE 4 Al L H PI P�►HECT WALL H �R SEE NO T. E 1 5, SHE 5 R 4. I �ET EX NG WITH A SMOOTH TRANSITION . DAM . 2 - z - 7 �O 0 F E COLL4R & 21!„ PER EXI ST.2 "AC a N f SEE HONE � M. 2� 5 AV&*I b 1 4 StlEtT SLOT ION 2 2 PRI ATE CONTRACT L/ , SHEET COUN Y OF SAN DIEGO 4 J I� ER DEPARTMENT SH[!Tf WINDSOR ROAD & STORM DRAIN SGP�� CARDIFF PROP RTIFS UNIT N0. 6 COUNTY APPROVED CHANGES BENCH MARK No. OC-OMO Approved Y No. Description Approved by Defe Description: 1 /2" STEEL PIN P12ECr "Slt� �J 3 REVISED 7 A5 BUILT STM05 - (f r . A-01IL l dl vl•I•n !n Iro•r le «r S/0 BALOUR DR i SANTA sE DR A f/L OF PRe nstiTor � sAinw Loeatien: Ch•ek•d ►y ro K e -cT evcl AeE FFILCE. En Ine•r of work DR a0 FT S10 SANTA FE - -- s Record ow: COUNTY OF SAN DIEGO VERTICAL CONTROL TOOK _ �/ Aoprew �9_g MGF , `376 Elw: 430 Det YT: U ° C. i G.S. I p � [1 � r� /COcT 75 l411L K ;, iily1 li M. FILE NO. NOV 5 1973 MI 2 4FIL Mw