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270 S E W E R L A T F R A L D A T A T A B L E C L-� Id DI ��� 1`� ' I JNIT N9. 5 W 0 R K T O B E D 0 N E MAIN DROP INV INV DEPTH -`- y` 7 ! IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, INV TO AT CURB BELOW CURB G E N , E R A L N O T E S (CONTINUED) THE CURRENT SAN DIEGO COUNTY ENGINEERING DEPARTM -NT �TANDAPD SrcPIFICATIONS AND LOT ELEV MAIN PROP LENGTH ELFV AT PROP REMARKS SPECIAL PRCVISIONS FOR IMPROVEMENT OF SUBDIVISION Ci uD b;AND' RD REFERENCE 324 283.5 080 286.3 38.4 24. EXISTING GAS MAIN AND VALVES MAY REQUIRE VERTICAL RELOCATION TO MEET NEW Flr!ISHED GRADE. GENERAL N 0T E S DRAWINGS. THE STANDARD SPECIFICATIONS AND DRAWINGS OF THE $AN DIEGUITO IRRIGATION 325 283.3 1.0 286.1 3n.o RELOCATION SHALL BE DONE BY THE SAN DIEGO GAS & ELECTRIC COMPANY AND PAID FOR BY THE 1. THE STRUCTURAL SECTION WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS AND AS DISTRICT FOR WATER MAIN CONSTRUCTION AND THE STANDARD TI O F KATE ST ANDARD SPECIFICA- AND DRAWINGS 326 293a1 1.0 285.9 30.0 DEVELOPER. DETERMINED BY THE MATERIALS LABORATORY. TI THE CARDIFF SANITATION DISTRICT AND THE CURRENT EDITION O THE ST 327 282.7 Igo ?85.7 30.0 25. EXISTING WATER MAINS, SERVICES, FIRE HYDRANTS, VALVES AND APPURTENANCES MAY REQUIRE TIONS AND DRAWINGS OF THE COUNTY OF SAN DIEGO. 328 278.7 1.0 280.3 30.0 286.3 6.0 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING ALL EXISTING 329 275.4 190 277.0 3oao 282.7 596 VERTICAL RELOCATION. RELOCATION SHALL BE DONE BY THE SAN DIEGUITO IRRIGATION DISTRICT UNDERGROUND UTILITIES DURING CONSTRUCTION. I M P R O V E M E N T S S T D D W G S L E G S N D 330 27361 1.0 274.7 300 280.2 5.5 AND PAID FOR BY THE DEVELOPER. 3. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY GRADING OF STREETS (TYPICAL SECTION) 331 269.9 1.0 271.5 30.0 27 7.1 5.6 OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL HE BE 332 267.5 1.0 269.1 30.0 274.8 5.6 REQUIRED TO SUPERVISE CONDUCT OF THE WORK OR THE CONSTRUCTION PROCEDURES FOLLOWED BY 333 264.3 180 265.9 30a0 271.7 5.7' THE CONTRACTOR OR SUB - CONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON PREPARATION OF SUBGRADE & PAVING OF STREETS 334 2620 i.o 263.6 30.0 269.5 508 AT THE JOB SITE OTHER THAN THAT OF THE ENGINEER'S EMPLOYEES. 25P0 1.0 260.4 30a0 266.4 6.0 AC SURFACING 335 25a 336 256.3 l.n 25802 30.0 264.2 6.0 4• A PERMIT SHALL BE OBTAINED FROM THE COUNTY ENGINEER'S DEPARTMENT FOR EXCAVATION WITHIN THE EXISTING COUNTY RIGHT -OF -WAY. TYPE G CURB WITH 6" CURB FACE COUNTY OF SAN D'.EG(, STD.DWG.G -45 ��C 337 253.0 1.0 255.0 30.0 261.0 680 338 251.5 i.o 252.8 30.0 258.8 6.0 5. ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS; FOR 339 247.2 1.0 249.7 30.0 255.7 690 LOCATION OF CABLES AND APPURTENANCES, CONTACT THE PACIFIC TELEPHONE COMPANY AT 4" P.C.C. SIDEWALK 212 -2 340 24488 1.0 247.5 30.0 253.5 6.0 298 - �' 341 241.4 1.0 244.4 30.0 250.4 6.0 GUARD FENCE ASSEMBLY C OUNTY OF SAN DiE:CL STD. DWG.T -9 - 382 23Q.o i.o 242.2 3n.o 248.2 6.0 6• ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS; FOR LOCATIONS OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES, CONTACT THE SAN SURVEY MONUMENT 218; 219 Q 343 235.6 190 239. ?Q.8 245.1 6.0 DIEGO GAS & ELECTRIC COMPANY AT 232 -4252, EXT. 1658. 344 233.9 190 237.3 ?9.6 243.3 6.0 LLJ 7. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED BEFORE CONSTRUCTION OF CURBS, 345 233 1.0 235.3 3 ?.8 24101 508 CROSS GUTTERS OR SURFACING OF STREETS. A.C. WATER MAIN (SIZE AS SHOWN) SAN DIEGUITO IRRIGATION DIST._ WI 346 233.4 093 234.4 35.0 240.0 5aG CONCRETE ENCASE r 347 233.? p.3 234.3 39.2 239.2 4.9 CONCRETE ENCASE wZ �w 8• CONTRACTOR SHALL UNCOVER LOCATION OF WATER MAIN CONNECTIONS PRIOR TO BEGINNING INSTAL- I" WATER LATERAL (SEE NOTE 16) SAN DIEGUITO IRRIGATION DIST._ �� -___4 SEWER CHIMNEY I­_ o " LATION TO INSURE CONFORMANCE WITH LINES AND GRADES SHOWN ON THESE PLANS. ANY DISCRE- G 348 232.6 V' ENCINITAS = a PANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DISTRICT ENGINEER PRIOR TO PROCEEDING. CAST IRON GATE VALVES & STANDAR 349 233.3 0. 234 .4 40.3 239.4 5.0 CONCRETE ENCASE ii I a. z 9. ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE BY THE SAN DIEGUITO IRRIGATION D _ SAN DIEGUITO IRRIGATION DIST._ 350 233.4 0.3 23x.5 3890 239.6 5.1 CONCRETE ENCASt R_ -LL VALVE BOXES WITH CAST IRON COVER �}� 351 233.6 0.3 ?34.7 3Q.7 240.1 5.4 CONCRETE ENCASE o ° ?, ° DISTRICT. COSTS FOR THESE CONNECTIONS SHALL BE PAID FOR BY THE DEVELOPER. FIRE HYDRANTS & APPURTENANCES SAN DIEGUITO IRRIGATION DIST._ 352 233.8 0.3 235.0 4102 240.3 5.3 N R u Z cn = 10. ALL WATER MAINS SHALL BE CONSTRUCTED WITH 36" MINIMUM COVER. COMPLETE BO 353 234.1 0.5 235•'1 31.0 c �° '_ II• GRADES OF 10%- II.9 - 2 -1/2 9% " A.C. OVER COUNTY - APPROVED BASE. 354 234.1 p.0 234.7 32.6 n w v� a DRIVE GRADES OF 12%13.99% - 3" A.C. OVER COUNTY - APPROVED BASE. 356 234al 0.0 ?35.0 21.4 SANTA F BLOWOFF VALVE ASSEMBLY AS SHOWN SAN DIEGUITO IRRIGATION DIST.- E GRADES OF 14%- 15.99% - 3 -1/2" A.C. OVER COUNTY - APPROVED BASE. 357 234.0 1.0 235.2 10.0 CONCRETE ENCASEMENT CARDIFF SANITATION DI `si'PICT - - -� 358 233.8 1.O 235.8 49.4 240.5 407 y CARDIFF PROPERTIES UNIT 12. THE CONTRACTOR SHALL UNCOVER EXISTING SEWER MAINS AND SEWER LATERALS, TELEPHONE AND 359 233.7 l.0 235.7 51.3 ?40.3 4.5 s NO. 2, MAP NO. 7394 ELECTRIC CONDUITS, WATER MAINS AND WATER SERVICES, CAS MAINS, CABLE TV, FIRE ALARM AND V.C.P. SEWER MAINS (SIZE AS SHOWN)_CARDIFF SANITATION DISTRICT- -SI -- 360 233.4 190 234.8 1982 2.39.8 4.9 0 - - CARDIFF PROPERTIES UNIT OTHER EXISTING UTILITIES AT LEAST TWO HUNDRED (20:0) FEET IN ADVANCE OF TRENCHING OPERA - 361 233.3 10 234.7 16.0 239.5 4eS F o NO. 3, MAP NO. 7502 TIONS TO PERMIT GRADE OR ALIGNMENT CHANGES. 4" V..C.P. SEWER LATERAL CARDIFF SANITATION DISTRICT - 362 233.1 1. 234.4 150 239.1 4.6 CARDIFF PROPERTIES UNIT 13. ALL WATER METER BOXES SHALL BE SET AT GRADE BY THE SAN DIEGUITO IRRIGATION DISTRICT ' 363 233.2 1.0 234.5 17.3 2.39.1 4.5 CARDIFF Y NO. 4, MAP NO.7525 PRIOR TO PLACEMENT OF CONCRETE SIDEWALKS. CONCRETE MANHOLE CARDIFF SANITATION DISTRICT - - �-- 364 233.4 190 234.8 7Oa5 239.9 500 BY THE SEA -_L�� DR 14. EACH LOT SHALL RECEIVE A 4" SEWER LATERAL AND A I" WATER LATERAL LOCATION TO BE DETER - 365 233.6 Igo ?35.2 23.1 ?41.2 6a0 w `1NOLBEY ST. INSTALLATION OF STREET LIGHTS SPECIAL DISTRICTS EXHIBIT 13 - 366 237.9 1.0 241.2 31.0 247.2 6.0 g \RA\ _ - - MINED IN THE FIELD BY THE ENGINEER OF WORK. THE AS BUILT LOCATIONS SHALL BE SHOWN ON 367 ?4163 1.0 ?44.3 3190 250.3 680 THESE PLANS, AND THE SEWER AND WATER LATERAL TABLE COMPLETED PRIOR TO ACCEPTANCE OF STANDARD STREET SIGN 301 -2 368 243.7 1.0 2469 30.0 252.5 690 � DR THIS SUBDIVISION BY THE COUNTY. 11 369 247.1 1.0 249.7 30.0 255.7 6.0 15• THE CONSTRUCTION OF P.C.C. STANDARD DRIVEWAYS, LOCATIONS TO BE DETERMINED IN THE FIELD CUTOFF WALL AT END OF PAVEMENT B OUNTY OF SAN DIEGO STD, DWG. G -27- Lb- 370 249.5 1.0 251.8 3090 257.8 690 BY THE ENGINEER OF WORK. THE P.C.C. SURFACING OF DRIVEWAYS SHALL EXTEND FROM THE CURB L 0 C A T I 0 N M A P TO THE PROPERTY LINE. USE STANDARD DRAWINGS 305 -2 & 306 -I CNTY•OF SAN DIEGO STD. DWGS. 371 252.9 1.1 ?55.0 30.0 261.0 6.0 -I ROCK SLOPE PROTECTION 377 255.3 1.0 257.2 30.1 263.2 6.0 16. PRESSURE REGULATORS SHALL BE REQUIRED FOR ALL WATER SERVICES. G - 22 & G -23. - - 373 2510 190 260.3 300 266.3 6.0 NOT TO SCALE - - - -- 374 261.0 1.0 262.6 30.0 268.5 568 �3 17. (DELETED) STORM DRAIN (SEE SHEETS 5 & 6) = DI = - 375 264.2 180 265.8 300 271.6 5.7 TYPE A CLEANOUT 102 -1 - 376 26665 1.0 26891 30.0 273.8 587 - _ - - 5e6 276 1.0 271.3 30 - .7 .0 .9 STRAIGHT HEADWALL 126 -I 377 269 378 r'?.o 1:0 273.6 3060 ?7981 5.5 18. CANTILEVERED MASONRY C - C - & RETAINING WALL TYPE LM -2 SHALL BE PER COUNTY OF SAN DIEGO STANDARD 6 2" WATER LATERAL WITH BACKFLOW PREVENTION(SEE NOTE 16)SAN DIEGUITO --- -Q 379 275.2 1a0 276.8 30.0 282.5 5.6 DRAWINGS , C -59. 380 277.6 1.0 279.2 30.0 285.1 5.9 TYPE A -2 CURB INLET WITH G -5 GRATE -SEE NOTE 20 100 -2 IRR. DISTRI 19. ALL STREETS SHALL PROVIDE FOR WHEEL RAMPS 3e1 280.4 1.0 282.2 29.9 288.2 6.o AT EACH INTERSECTION. WHEEL RAMPS SHALL ? m z TYPE H CURB INLET WITH G -9 GRAZE- S F NOTF 20 108 -1 387 2926? 1.0 284.1 19.2 790.1 680 Z 3 LM -2 (C- 59;C- 53;C -57 -SEE NOTE 18) BE BUILT AS A RESIDENTIAL DRIVEWAY APRON - o CANTILEVERED MASONRY RETAINING WAIL TYPE i.o 784.3 11.1 SEE TYPICAL SECTION - 383 287'7 5' WIDE WITH STANDARD WINGS. SEE COUNTY OF ai o z = w ( "HAIN LINK FENCE COUNTY OF SAN DIEGO STD.DWGS.M 4; M -5 - 184 28289 1.0 284.5 10.0 SAN DIEGO STD.DWGS• G -22 AND G -23. z w 385 283.3 1.0 284.7 10.0 z cD� �� LEGAYE D IVE 386 783.5 ;.0 284.9 t4.8 20. ALL GRATES ON TYPE A -2 & TYPE H CURB �w �z Zo xw WHEEL RAMPS ZLOUNTY OF SAN DIEGO STU.DWGS.G -2$ & G -23 :� C zrn .ja Hz (?U (SEE NOTE 19) z INLETS SHALL BE G -5 GRATES WITH BARS PER w � w > - °- C W PENDICULAR TO THE CURB FACE PER STD.DAG.III O wui C 21• ALL SEWER MAINS AND LATERALS SHALL BE "' o & CONSTRUCTED IN ACCORDANCE WITH THE CUR- o ~ �� J LIMITS OF GRADING 1.33, EXIST.GROUND LINE A_r- E3l;ILT eGENp F(JFt Silo._ n N , � a rFA 0 WALL FACE OF WALL- & PC.I ""E R C UF'.CE RENT SAN DIEGO COUNTY STANDARDS FOR > a Lu 40 4' HIGH CHAIN A SEWER CONSTRUCTION AND SAID STANDARDS W 6 � 1 I LINK FENCE ® B -? HAP:UHOLE O P Q N E P O R T 1 0 N O F S W 1/ 4 WILL GOVERN ALL SEWER TRENCH BACKFILL. w z J !�i P 20 20' E 17` 4. ' ��T.W.ELEVATION ❑' C -I TRANSFO'i J� 0 F ( 3 3 a a -' "` 5 �* I' ELEVATIONS SHOWN IN ROFILE SHOWN ON PLANS -� t �O EXISTING 20 S.D.G. &E. _ 22. ALL FILL SHALL BE COMPACTED TO 9C% OR. v 3 , ---3/4" WND.C.I.C� 'KITH 2 1 "i CO. EASEMENT 0 F N W 1 / 4 BETTER PRIOR TO INSTALLING SEWER PIPE '0°"' 27, \ 0 EXISTING SHRUBS,PLANTS,LANDSCAPING #8 ;ALUM. WIRFS AND MANHOLES. . 2% S E I OFFSITE DRAINAGE EASEMENT I �, _% ND TREES- SEE NOTE 17 OFFSITE DRAINAGE ) DOCUMENT NO. 73 -439/ 7 23. ALL ROCK SLOPE PROTECTION SHALL CONFO - CANTILEVERED MASONRY RETAINING gJ EASEMENT DATE �' - 23 - � 3 / S E C T 1 0 N p 3 TO STATE SPECIFICATIONS SECTION 72 r , 4 "pCC " WALL TYPE LM -2 - SEE NOTE 18 DOCUMENT NO. � 38+ � 8 IO '¢' OF JANUARY 1973. DATE ENT NO. 3 I ��, �, FUTURE STREET SIDEWALK �\ TYPE G CURB 2 "AG I6 "CL.3 TYPE G 4 "PCCJ �•W•ELEVATION 0 N 2 2 STOfdM DRAIN- WITH EXIST.SHRUBS FACE CURB FACE i SUBDIVISION BOUNDARY - ° 6" CURB AGGREGATE BASE CURB W /6" SIDEWALK SHOWN ON PLANS P 0 R T 1 CO SEE SHEET 6 % I w x i° O PLANTS, LANDSCAPING TYPICAL STREET SECTION N a a AND TREES - 1 � 357 358 359 360 I I � 63 364 C3 SHEET 2 382 383 >_ CVN cc SEE NOTE 17 LEGAYE DRIVE S' L Y OF STA. 3 + 5 5. 5 0 384 385 385 361 362 I 365 �'w 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 Q 356 ; SI g �2 "A CN 6' CL. AGG. ASE NOT TO SCALE o a 2 "AC ON 4" CL.3 _ 8 8 VC C 8"pG B SHEET 3 6" CL s AGG: D R - I Vw _ ? ` u, r� 0 P. 388 AGG. BASE 355 - Z EET �t A D C A S T L E - o g� 6 "AC o 0 o w z S E C T I , - -� - - - -- S (N AC v' � � - � x z AG BAS 354 353 r352 351 350 349 3481 ? .347 1 346 345 344 343 342 3t11 340 339 3:38 337 336 335 334 333 332 331 330 329 328 H 1' 327 326 325 3'24 � " _ � a 8' EWER 1 60 N a t n CL U R EASEMENT _ EXIST. 0'S.D. . &E. SUBD VISION B NDARY w ... ..... TYPICAL LOCATION FOR f` ' 76 75 STREET LIGHT AND SUBDIVISION BOUNDARY 8' SEWER ; 228 �'EAS�MCNT I I 1 223 1 1 1 I 219 IXIST. STREET IG1Jj u 78 1 77 I FIRE HYDRANT AS - BOBUIL : C A R D 1 F F A C R E S EASEMENT Iw I I 1 I I 1 1 1 I i 145 1 144 I (14 3 c9 I 5' 5' 1 I'- ' 5' 5' F/P 73- 271793 I� DATE 9 -26 -73 1`0 P O E I N S E T T I A H E I G H T S (' N I T POINSETTIA HEIGHTS POINSTTIA HEIGHTS UNIT i I - le. _ N0. 2 MAP N0. 4483 2%0 ELEVATIONS SHOWN INIPROFILE I M q p N 0 1 6 8 0 8' SEWER EASEMENT OVER E VC N 0 6 M A P N 0 4 5 7 4 UNIT NO. 3 6 OLBE � , ST, _� � HILL K. BRAMBLE A POR.OF LOT A F/P -r` EXIST. 8 "VC MAP NO. 4507 _ IXISf.BVC " 73- 271792,DATE 9 -26 -73 BE Y� ST. - L 0 T E ' IXIST.6 "AC 4 C. P ' ' 2 "AC Co "CL.3 .E 4" P.C.C. PRIVATE CONTRACT L - 6 5 7 7 K E Y M A P SID LK 1 EXCEPT' 5ANDGA5TLE TYPE G CURB" SIDEWALK CARD I F F RR O P E R T I E S U N I T N 0. 5 1 TYPE G CURB O P. 15 AC/ 4 " C WOODGROVEDR COUNTY OF SA�DIEG W /6" CURB FA IS 2 AG /" AGG. BASE W /6 CURB FACE SHEET ENGINEER DEPASHEETS SCALE: I " =100' TYPICAL STREET SECTION II' 10' NOTE: v DENOTES STREET LIGHT, 7,000 LUMENS 56' & 60' STREETS PLANS FOR THE IMPROVEMENTS OF MEET EXIST. PAVE- 5' 5' (EXCEPT LEGAYE DR. S'LY OF STA.3 +55.50) SANDCASTLE. DRIVE, WOUDGP,OVE DRIVE, WINDSOR MENT WITH SMOOTH 2 "AC AS REQUIRED Qj SANDCASTLE DRIVE ROAD, LEGAYE DRIVE STORM DRAIN, uUTFALL TRANSITION ELEVATIONS SHOWN NOT OODGROOVES C 4iL E SEWER & OFFSITE WA�fER IN AND ADJOINING CARDIFF PROPE TIES UNIT NO. IN PROFILE COUNTY APPROVED CHANGES 4 "I CC BENCH MARK NO. OC - 0020 I Rec mend d for Ap oval Approved 7 J EXIST' FOR STRUCTURAL I 4"PCCr SAN DIEGUITO IRRIGATION DISTRICT " °• D°scription A pproved Oat. I'2" STEEL PIN , `e Description: GQ PAVEMENT . SAN DIEGO COUNTY FLOOD CONTROL DIST. CARDIFF SANITATION DISTRICT Q CHANGED SIDEWALK DIMENSION TO 5' IL' Subdivl6lon Engineer Ceunry Enpin «r SECTION SEE NOTE I TYPE G CURB ADDED ADDED 2" WATER LATERAL WITH pJ���.� f1 -'3.71 Location: r ' 4 PitECl5fa W /6" CURB FACE C J. HOUSON- DIRECTOR OF DEPARTMENT ? - /�I a /�L BACKF_OW PREVENTION �pY/N/� DR 70 FT SOU SANTA FE DR 2 5 IN E106 FT Y InrF FFYfG Engineer of work Checked by TYPICAL STREET SECTION OF SANITATION & FLOOD BYI� -��C BY '/� REVISED TO :. BUILT S "iA7JS. < P Zb Record Fro lNTY OF SAN DIEGO VERTICAL CONTkOL BOOK �Yt�C T. AI 1 CONTROL erye nh ;S/ 2889- 5 Approval dare WINDSOR ROAD 3 Elev; 328.430 Datum: u S C a 6- S- %� •2� - JUN I a�F� ILL K.BR MBLE R.0 E MICk7Fbi,�.', N 0 T T 0 SCALE BY DATE �- ��'7.3 J G f6 O DATE CHARLES W. CHRISTENSEN ASSOCI TE DATE FILE NO. i 'PERFECT 'PPOFILE PLATE A _UGENE DIETZGEA CO. _ 245 Cn 3 305 /� 306 mftfft - 3 - a ' m ti In cu` 4 �+w 2 ao �'Y' 4 i'�-,f EXISTING GRADE PER 2 WOODGROVE DRIVE - OR UV CU CL �tiv ^_ cY) . ° c; oIn F DWG.T.M.2177, SHT.7 / EXISTING GROUND LINE✓ 304 COURSE ITEM RADIUS BEARING LENGTH in a - -+ v N mo LEFT CURB STATION 40 V.C. 90 V.C.J�m�> CD .+ w LEFT CURB . qu ti ti N - 1 69 ° . m • w o m uT �" 4, 9 °r U m +`�'i m u m' ET EXISTING IMPROVEMENTS / C 1 6 IN TYPE G CURB 180.00 19-59-44 62.82 LEFT. CURB o L) ti "' > E GRq U U m ^ m 0 °/ �°, + N W ITH A SMDOT14 TRANSI T I ON \ 302 C 2 30.00 91-42-10 48.02 Ln V) U-1 Ii `R w > v u� - AO ° E @ 18. 3 r \ C 3 30.00 90- 0- 0 47.12 0. Xc 240 a w m+ - PAVEMENT 300 ° Ln .� m C9 GR�O = 55.33 m 1 300 w \ C 4 N 0 4-13E 4.77 o 'I' m m v m y '� > C 5 220.00 13 - 55 - 0 53.44 Z CUTOFF WALL N U ru mm CD - 300 N L; LO 'f4 @ Ln ° + m O z �° L 0 T 3 8 .7 \ // 6 IN TYPE G CURB TOTAL 216.17 �v MM 11 .78' cn �' D c * , O ru u w `Y' ►/ LO 47m12' L m EXISTING GROUND LINE @CTR, m m > % > FINISHED GRADE LINE Y °' L~ PLOTTED ON CENTERLINE STAFF n N `' ° m OVER SEWER MAIN W 1 8 IN AC N 0 4-13E 63.16 UJILD o w m Lino w a v C3 o ( � W 2 188.00 18-32 -28 60.84 Cn 245 - °' �' y v mo 295 N L ' w Zi 8 @ 15.6475 = 125.18' �; \ a in 305 290 b ° cu v co M o 1- a tv N o f+ w v 8 IN AC TOTAL 124.00 w cu \ v m . c� OR GRADING SEE - ° � �,, v "' I N `� u, ��°, c ^ I �' ' - 1 664% v RAIDING PERMIT L - 6577 � m -+ v '° m �' ^ m ^. C3 E-1 CENTERLINE R� ru W LEFT CURB N : m �' a o ° r' 120' V.C. `m ° °'� o ;� CENTERLINE B "AC 5 1 BIN VC N 0- 4 13E 51.51 V) ��\ Lull m � Cr) a) Cn N N ''' co ti o 1 ZO / ° o t " �Q _ 6 "AC INVERT GRADE J' m S 2 200.00 1 6 36 -36 57.98 240 24 "RCP 290 ° m cn `" m ° iO 300 285 ° m 8 IN VC TOTAL 109.49 LT CB M ru CD e 40001 w ctr - m 2 H .P.�� s w o m e + w ,m + Lo Cu 9 . P U �c _ ° N 145 02 OF r 6" VC NT 0.690Y. � In m EXISTING GROUND LINE c I •22% CB ', o ' t 6 CENTERLINE DATA DELTA 50'V.C. GRADE in ��`� f VE RT GRAD N= 5 INVERT GRADE- TYPICAL FROM TO DR O INVERT @CTR. PLOTTED ON CENTER- o Cl) am p m 8 AC IN ��,- �� PLUG STATION STATION RADIUS BEARING LENGTH o LINE STAFF ELEVS, z ° .o ti �� � -C E o u o � 235 m IN GRADE- 285 Ln M m .Q EXIST.8 "VC.� (n 280 N ? in m 5 +48.49 6+ 0.00 0.00 N88 -22- 3E 51.51 v O7 W TYPICAL ° w �� ti , L O /� �UT�0�1' r �o �, - m �' 6+ 0.00 8+ 0.00 0.00 N88 -22- 3E 200.00 M r" o 0)= / A RO I MATE LOCATION m F z m m 3 - m� -4 c n''' _ EXISTING 2 "H.P. GAS MAIN TO BE z�LU cu L` o� B+ 0.00 10 +50.00 0.00 N88 22 3E 250.00 - u > + Lo > +' o ,� '� / RELOCATED BY THERS. SEE °O -o v w i °"' - > �+ 0° - o r w N cu O1 NOTE 6, SHT. I v ~ I - o DELTA = M -7 m o ru z� V LEGAYE DRIVE - OR Uj 230 N mA N 290 w N "� m 0.6% cgo m< COURSE ITEM RAO'IUS BEARING LENGTH ru °° > r m N / MEET EX STTIING IMPROVEMENTS PROFILE OF WATER MAIN & C 1 6 IN TYPE G CURB 35.00 89-25-47 54.63 4@ 12.005' orb LD h N X10' .C. in ° �W�` C 2 N 0- 38 -26E 67.35 co SEWER MAIN ON LEGAYE DRIVE E 3 N 0- 38 -25E 89.98 "O - o �° CENTERLINE ° Lo ru ° m WITH A SMOOTH TRANSITION AND LOT 387 o C3 w -J m ru m 20' v� 0' ° 0 20 � a ° C 4 30.00 92 -16 -23 48.31 CD ci EXISTING GRADE PER u v> m ru o o ''' m DWG.T.M.2177, SHT.7 C 5 60.00 119 -32 -20 125.18 CL m a 5. 13%CB m o m o o ti m >- GRADE w C 6 30.00 27-15 -57 14.28 245 m `8, tiQ 285 Z 8 "AC m pl ; �' ] m M m 295 C 7 S 0- 38 -26W 59.15 M +. s ca a Ar t I 7.35. m> m ' Cn ru � m m M += N N o ao o p, 1} r; w N z C B S O 38 -26W 66.65 w - u� LO ° m + 00 m ^ ru 12.65io m o RIGHT CURB C 9 35. 90 -34 -13 55.33 °� ru in v o L � r o r d m v 6 IN TYPE G CURB TOTAL 580.86 RIGHT CURB a N �, m � I , £��' �° u m 00 N N N m h N N OJ h L U w r" L h ° tn �c` C ' wN + . m 3 @ 18.21' W 1 8 IN AC 545 29 45E 27.72 240 I- r + CL1N m PAVEMENT 290 0� N U = 54.63' 290 W 2 S 0 -38 -26W 8.14 V) ru` N� .-, CUTOFF WALL L° W 3 S 0 -38 -26W 23 4.0 1 `e-8 �1C INV oL z . I N VER T N+ Lu ^_ ° 0 140' V.C. 8 IN AC TOTAL 269.87 N _�� ^OE 2 "BO RIGHT CURB -' °/ SCALE FOR ALL PROFILES: ru o in m La m o'i w m m "' o HORZ .: 1 =40' m ti �, VERT.: 1 "= 4' CENTERLINE DATA lr� 235 N °D N 285 N 5 285 a "' a u PROFILE OF LEGAYE DRIVE Z FROM TD OEORTA U h m � J D + m 2 a Lo 4@ 12.0775"' 3 4 d 5 STATION STATION RADIUS BEARING LENGTH CID = 48 31' N 2+ 0.00 2 +80.52 50.00 92-16-23 80.52 PROFILE OF WOODGROVE DRIVE "'�, �w 2 +80.52 3 +10.95 0.00 S 0 -38 -26W 30.43 § 3 +10.95 3 +70.30 0.00 S 0 -38 -26W 59.35 �x a a w 00 (n0 3 +70.30 4 +90.30 0.00 S 0-38 -26W 120.00 SC �� gOey ¢ m N . m z � �\ s I �T�F O T i PJ��FF�P�����P� UN �q� c COURSE ITEM RADIUS BEEARING LENGTH 9B l F4 � % \�X �P 9 s O G �G�� kF�Ck� �G�� G�` 1 `�+' N _ r- 00 LO oI�- W 1 6 IN AC S89- 55 -47E 153. !/ ti • .� Si qj� �p ���j�1 @ FOR GRADING = N N ��� -� o °`"v w o� STyF�gyO 364 Q s� \ � / � vk� rO l PERMIT L -6577 6 IN AC TOTAL 153.79 m a = J Y o o C 38 I o 38 z 38E c,F6 ' 241 \��� � �a� `� o o aNZO ��x �w ° w ° _ 1 �'� S 1 8 IN VC S45 -45- BE 28.41 M wJ 3C3 x - J N L W Y8 cno 385 \sx 365 5 Q ��S�P 2 P� pFF F Q LLJ -.1 w �H, w _ W 383 d� S 2 SB9 e - 55 -47E 145.02 / G� � _ N �C�F 32 2 W OH i� v I \q 8 L F _ a ��aa c� U3 w z`_' �� ± > 8 IN VC TOTAL 173.43 SF CB s v aJ 327 �a o z� I � > z ��_ <n & 2 °?,.. FH W w W F p g SOhn �x Gel O 387 v N� cs W o �_zw� �Za I vy moCL mF A 8 VC o �� + `tJ c� ` ' I � - 6 11 6 1 6 6 W \ °LoLU I ww w oov v� •8 "AC N S s r _ . ' � 8' , 5 \ C , �GN �9 U w a I r� o2fe8 o x z x m >aom i� cn I I 12 3 _ . B„GV l > (0 4 wL� l ) �P �� 6 N ���\ qPY 383 N I .L I 0 + "'LL ® _ voag CB' /P L� z Z La -�w v� SCALE: I " =40' 2 - PLUG z N Y NO C'4 (1 8 ''L C x 366 +' m - - l _ o _ - t- w ? O �O \ (�� � j .- w ll\ M v I' I m >o ° u5 a I Q 2 NILOT I 387 I X I NU /I �n�n = r � _ �n�� rI -z / � p R � 1 346 S� y d , ® +�/ I c x o + I i I > - _ a w 46 12" ' - L� CB A[0N F/� F > - I8� - wc� o ID w 6 ' V , 1 1, i o 0 3 2 By �P� RR�N `�. \ E - .� L� 21 °27'11" U X126 0 6116 6 16 z o 345 �`- ' CT °C �/F SC 367 q� /q�C 6 y0 /iyF 382 6 C W 8_ r GV -E I FAC 328 LU / ®W W W W v� z o `'` �y mT 5 �,.,, • L G A Y E N - N -- D R X1 a _ 77' OF CANTILEVERED = `' o _ J�J FF! y 3 3 +70. 0 - 2 H z EE OTE 1 8 ,,VC MASONRY RETAINING ,�? o W _ x 344 O�p��A 381 / __ WALL TYPE LM-2 WITH mZ ' J 327 326 325 324 �� o o a ��� 8 "GV C3 _ EXIST. GAS MAIN 77' OF 4' HIGH CHAI - cc a 18 SH =12 +75. /, s ? a - 3 +59.75 BEGIN o �� P 8. p ./ &VALVES -SEE NOTE I LINK FENCE- SEE LEG E o a w C RETAINING WALL � I !% 1 +71.50 BC C, l a ST.TYPICAL SECTION °� w LT CB STA. U yY RIGHT CB 15' (� � 3 c+•>x o 343 �S AHEAD a �STA.AHEAD nTno o - J. SHEET I T.W. .. � - T.W.298.5 F °' : 32.21 r Q - • �= b�� _ zl ` B.W.297.5 AS - BUILT ���� q SyF T CTR BC & c� J 12 12 547 w r ` o r - J I - h = w _ DRY . G x F o o� • °r v CE 1 , I 7 x LLI 328 a Ici m - w x N - r- T . W . 3 3.3 'o+ �d > w<n F P 0 1 NS E T T I A H E I G H T S F- w SH 3 ww "' _.�_ ^ w B.W.298.3 Rin L°v T•W•303. BILL K. B RAMBLE h 342 �' SLRVEY MOH.. > m h w wa > �� Uj � °= w `P ?EMI °\( I I �r POINSETTIA HEIGHTS Nr r B ' W '' 3 -77' OF CANTILEVERED MASONRY RETAINING LU x a W299.1 CHAIN LINK FENCE- SEE LEGAYE STREET M `n `� ° - T. W.3 WALL TYPE LM -2 WITH 77' OF 4' HIGH DATE: 76 cn a ° °zz ..¢°a MIS ..oZ FW ®`+ 341 r �o L7z UNI T N0. 3 �� B.. ���UUU a "' - Q Lu w Iui Z z L 0 T N U.1 LU N c� OOLU Q N � Z 'm v;`� T•W.3 1 4 3 17 T. 6 U T�P�CAL SECTION, SHEET I PRIVATE CONTRACT LL 340 N 0 T E S: N N �am u F� o x NF-� ~O w MAP NOB 507 4 8.167 4 17 g•�'7 SHEET w a r � 1 +37. END RETAINI - C E D NGNNEER�DE PARTDMENGp 6 I. ADJUST TOP OF EXISTING ANHOLES ] z ° " o �L? w 5 x m 1 _ 4 +36. END RETAINI WALL 2 AND VALVE ENCLOSURES TO FINISHED Q -tot °w Q o _ � c7 a WALL & CB PC & CB - MAP N 0 4 4 8 3 SHEETS LU GRADE AS REQUIRED. s w vx > o Q x T.W 3 U w3caF w - 1J 0° a s ��w B. W. 299. B.W 300. L 0 T 7 8 WOODGROVE DRIVE, LEGAYE DRIVE AND SEWER x w °� 3 w MAIN & WATER MAIN ON LOT 533 LU J ix �'ji Sf,ALE: I " =4o'V rJ ` -I- r�� NOLBEY STREET CARDIFF PROPERTIES UNIT NO. 5 t* C tv v j41 4 1973 ° >'� - oa Ls � "' COUNTY APPROVED CHANGES BENCH MARK � N C9 t Recommen d for Ap o I Approved MICRO '9 er z No. Description Approved Ity Dote 112" STEEL PIN - Description: '�\ / U 3 riI Z CHANGED SIDEWALK DIMENSION TO 5' u6divi°ion Enginse County Enoin «r P� t'pr°�,' *� N 9= Location: S/O BALOUR DR & SANTA FE DR APPROX C/L OF PROLONGATION OF BALOUR 4 REVISED TO AS -BUILT STATUS. ��auot o (-8� /�e DR 3 0 FT S/0 SANTA FE DR 2.5 INCHES E/0 6 FT CYCLONE FENCE. Engineer of work Checked by SCALE; /1 1 1 -40' Record From: COUNTY OF SAN DIEGO VERTICAL CON''ROL BOOK Z) T.M. Appr date El w: 326.430 Datum: U.S.C. G'S. & ° r 2889 5 BILL K. BRAMBLER.C.E I /0 RLES W. CHRISTENSEN ASSOCIATE A- - FILE NO. VERFECT••nora.E PLATE A EUGENE DIETZGEN CO. p / O ti 10 10 11 / 4 0 1 o � 13 DELTA Lo OR 6 8 8 9 / x COURSE ITEM RADIUS BEARING LENGTH LEFT CURB LEFT CURB U'm a, C 1 6 IN TYPE G CURB 588 -22- 3W 675.18 • "� C 2 S88 -22- 3W 654.76 G / —4 `� 4, 5 270 c / m 0- �,�� Cu f 285 6 IN TYPE G CURB TOTAL 1329.94 255 ' - � Po --- In m 0 LEFT CURB 6• '° � cc LEFT m �, �� .- l�, m cz ru r. W 1 8 IN AC N88 -22- 3E 698.32 TOTAL 698.32 c to CURB 6 ���� /'�O C,OG�� / �/ Q, 44 "' 8 IN AC 9� � Cu + .4 r4 280 250 0 �� 'gj � rn 275 AQl S' / ti W ,�" S 1 8 IN VC N88 -22- 3E 348.49 CO / ?j o / cEXISTING GROUND LINE P CTR. o � o � S 2 N88 -22- 3E 358.30 C2 / J' ° /`PLOTTED ON CENTERLINE STAFF / 0�' / CENTERLINE o /� ELEVATIONS INE o Lc > 40' ti 8 IN VC TOTAL 706.79 cu / m Y.C. r, / `° 2 275 rn 6.0 m °' / c 285 255 r , '� CENTERLINE DATA DELTA 245 /� 260 /� / LEFT CURB / 4 "' Co �2�te FROM TO OR -4 In LEFT Cu 6' m CENTERLINE STATION STATION R1�DIU3 BEARING LENGTH CURB 0 5 6+ 0.00 8� 0.00 0.00 N88-22- 3E 200.00 CM / O / 8+ 0.00 10+50-00 0.00 N88 -22- 3E 250-00 Cn / 6 / ��' O p•M , v� 265 'h�04 270 / 280 0 10450.00 12+54.76 0.00 N88 -22- 3E 204.76 250 ,� / / 250 9 < 155 .O o � OE 0 N `A Qf / I / / o p / 1 '�• ' '�'T ENTERLINE 0 C3 /�° �o 6.L°'6 N l S a J0 •ti CD co CD / to cu C o t 6* 260 m / m 275 Nllc4` ,0 27� m b.00O•F vL�� L0 ^ U 285 245 260 Ln 4 O1M ru a` OE e �. vL RIGHT j CENTERLINE y IGHT CURB S CENTERLINE �6•jc9 �/ ITT Ck B Si CURB 09 l 6•' _ Cu 240 200 255 � 255 0•, v� �v 270 270 In N r, N I.- � < 280 14 (( oo (( ( Nmi �H C%j V _ AQ• 0� VC�O`' ��^�� �� O f1J N / ( N Q to — 3 v • ` t 11 r •OQO• L0 / * f4`yJ ,Lp0,�.1t�,�il ` + PQINl �� �0 N / C%l `�` 0 S C� o Cn 6 p�, �` fo q 0 d� 1,0�' / 265 I �NT 275 6 ., 275 235 �R� 250�� l 250 6 .0 ���� IQ N -� PROFILE OF SANDCASTLE DRIV � .00 tL ••�� ��/ ,� �' M 0• ,�,c RIGHT CURB ° \�J�R�� uo' W SCALE 6/ �.y / °pC/ V.C. H RZ.: f =40' RIGHT J , !� \ $ T T. : I "= u' CURB - ��� 260 2 / m 270 245 - :- to RIGHT CURB 1 r - . 255 LC CC -f p *U CO MjLU O C]J= p 4= °2$ O w t J = to LLI N N U -Do w w cc 9 CM N J 379 `~" 380 381 �s o 382 C F U �ee 5 2 � W m � 372 373 374 375 76 IV 378 to N Q 365 6i w �� 366 367 368 369 y 370 371 M w N M J -- �" �3 Z z w o � _ N M w w N w LO w zl' 11' 2' 11' 6 24r Cr w —� Cn LO o '' , r 19' 11 19' 11' < A Of 6 r I 11 C1 r ' S2 DRIVE_ 12 5 SCALE 1" =40' I. ao ° ANDCASTLE II I 8 VC i 8 VC a 3 _ � S Mi �J C2 SEE SHEET 4 �J 21' li t 23' "AC _ g 20t 11 _r 20' 11 21' 11 Ir - 8 "#C 6 "GV r 6 20' ii ZM 20' l it 20 11 Qi 1 _ w �� SEE SHEET 2 _ W * w w I�+ M N M N M N M �- I 334 – 333 332 33I 330 29 32 + 336 ° 335 345 344 ' 338 337 AS- QUILT: 3u3 w� 342 34I 340 339 � �– uj ILL K. BRAM E Y N d DATE: m Q C0 PRIVATE CONTRACT U �W Y WZ sN ET COUNT OF SAN DIEGO =SHEETS a J 3 ENGINE R DEPARTMENT ED 8 U w S A N D A'5 T L E D R I V E 0 {J z " Ont o gm CARDIFF PROP RTIES UNIT NO. 5 o Dc d + +�F Q 2 4 1973 (9 W U U COUNTY APPROVED CHANGES BENCH MARK ec m•n/pd for r al Approved ry No. Description Approved Iry Date Description: 112" STEEL PIN l,r/// ���, t 9.J �lI CHANGED SIDEWALK DIMENSION TO 5' IL'3•T3 Subdivi elen Engi er County En inner // Location: R A FE DR FR�C -Ir .,•,, REVISED TO AS -BUILT STATUS. Cw�+r 2'�II "96 FE Oe t E INCHES E/O 6 FT CYCLOW FENCE. E ineero Checkodby DB SO FT S/0 SANTA M T E ev rd Fro C OUNTY OF SAN DIEGO VERTICAL BOOK � ' 28$5-5 U.S.C. d G.S. Approve ate G 10 - 2 - 73 AAICR0i , . '. -D + IQIF Lr *c FILE NO. - I •PERFECT•PROFILE PLATE A EUGENE DIETZGEN CO. OR 0 2 - 3 LD'4 5 6 I 4 COURSE ITEM RADIIUS BEARING LENGTH 2 @ 12.10' --/ - " I 240' V.C. F3 1 2 �1 3 C 1 6 IN TYPE G CURB 1816.21 1-42 -10 53.98 2 @ 11.59' = 24.20' N 93 = W La ° o w C 2 N89- 55 -47W 2 23.IA L' COUNTY APPROVED CHANGES ° ° d > C 3 318.00 12 -10 -41 67.59 EXISTING GROUND LINE m II @ 16.29' = 179.19' _ E; .= m ~ 0 ° A;v ° ~ C 4 30.00 44 -16 -44 23.18 $ o o °• U °°o �� Q / 245 CURB J J W C 6 30.00 46 -12 -47 24.20 ~ 0 CD l °7 N C 5 3B 00 270 -10 -57 179.19 0 C ' Ln W GUTTER 3�i "'ae <cO� > y z ° I C 7 282x00 11 -52- 7 58.41 C3 W- g o r - N =ci, �, ° ru ^o v uI ���� / - ;, / GRADE�LIONE - - z CD C 8 SB9 55 - 47E 187.45 $ ro o N $ Q $ = LO c a m °� Q ^� C3 ti �/ N N rn LO w 1- 6 IN TYPE G CURB TOTAL 829.56 � �� F I N I LINE GRA{1E eee gg g m m ° 245 240 �, W 1 6 IN AC 589- SB -11E 66.96 tv trtCi N F5 3 Ni M - 0 . BOO` /� N N m °t c+' N . 1 v m� fN -W 1- 240 N un v CAUTION W 2 300 12 -31 -52 6561 1�o m > 4U ry APPROXIMATE W 3 312.00 12 -29 -28 69.02 ry LEFT CURB 6 "AC @ ICC 'W/g ° ,V •C rn - ' GU ER DE N C3 ti ti CENTERLINE 5? It W 4 LT CB U0 Lo '' m v 2' I v "' T WATER �� W S 518 35 589 42 -l0 18 540 APPROXIMATE FINISHED .4 c LID Lp LID .� c o /� SEE NOTE 12,SHT.1 GRADE OVER SEWER MAIN 0 o� .+ ° o m m C; Cn m � W 6 NB8 -22- 3E 46.62 235 \\ 240 I ti N N `ru -0•son tim rn ti �_N�"' / °, 240 235 �•6 "AC I wv = i 6 IN AC TOTAL 450.06 \ 0 Lo O \ 0110 / - � W 7 8 IN AC N 88 -22- 3E 39.86 1 CENTERLINE ~8T C6 i 240' V . C . -� °o+ 265 ..46' OF B " VC A T - 0.444% I L � / t INVERT GRADE - TYPICAL 1 8 IN AC TOTAL 39.86 ~ / / Li 0 235 LEFT CU I8 "RCP @ N 235 ? >. �� S 1 B IN VC SB9- 58 -11E 252.00 C RB - �- .•a S 2 S86- 25 -OOE 18 5.33 ti NM m� W M S 3 N89-22- 3E 51.51 0 0 8 IN VC TOTAL 488.84 a INVERT GRA� TYPICAL CD >? 0 > 0 1=° IA N U) / rn 3 _ _ / o $ N CD CV) + 245 r ` w + I-M C3 230 N - cnn /� `o o CU _° LoN N. „° R CENTERLINE DATA OFSANDCASTL DRIVE DELTA OR °� N co ��,, cD Lo L ° . ou s3 STAT� ON STAT RADIUS BEARING LENGTH O �r70 rll APPROXIMATE FINISHED LO in ' �� ru v 40 2 +42.71 3 + 1i•02 300.00 13 2 - 44 68.31 N R1 CUIffi a I +99.77 2 +42.71 0.00 576 53 3E 42.94 GRADE OVER WATER MAIN N -C C ' - 00 w .-1 M [ll o rn 240 - 0 800c �GIJ GRADE ; -_ ,;, u c ° 240 4 +98.47 5 + 56.35 589- 42 -47UE 18505 . m -4 rru o La 5 +13.52 5 +48.49 0.00 N89-22- 3E 34-97 $ N = 10' =�- m ^m C; < ru / m 8 "AC m "AC INVERT GRADE S +48.49 6+ 0.00 0 NBB -22- 3E 51-51 RIGHT CURB r ° -4 ti I^ + Cn - Cis m ^' LO LO u N 6_ GRADE m w N C N ni �' '� U-) W 235 D 235 W --' w w u �.�.�� +� m PR O F I L E OF S A N D C A.S T L E COURSE ITEM R BEARING LENGTH x� �? �•� o DRIVE & OUTF ALL SEWER S4 8 IN VC S 0 1 49W 265.46 ss zz o (r -svC SIC A L E: 5 5 NB8 5 -4 0E 77. 17 CU 11 + 3 ww N V 1 " = 2 8 IN VC TOTAL 342.63 wl Li 230 CG� N3$c�i > 240' V. C. C?= • • �� Gv ZQV)W ( F n - U ° 2 CC W (0 _� CAUT /ON• S/�WI LLOW SL"WE"R o . W _o��� � �� W °° LATERALS UN Q r 3N CAUTION ,�, ��� L' , z Ui - I - CU $ w _ I� CL CL _ I ' 230 UJ ©` �� DO NOT DISTURB EXISTING CDD �o LU L " CC � V a w W �' 0 D•I 1-1 \Z `��0� r ", 0 HIGH VOLTAGE ELECTRIC 1 J w - e$ w ° a 227 N N `!� w ' 244 ( \ ,U 42 LINES AND POLES / w $ w 08 J J N U)2 U)2 � ��� P O I N S E T T I A ,� H E 1 6 N T S �css �Q (� j _(011 o� p F �Sco Nzw w 25w� 2�5 �a 359 C� �, _ vain -L1L a�l v vwzi `�wo °z 364 > c� z 346 C � x U N I T N 0 4 v>F- _ - -- 6 - -- /X/ o- 358 yy��7 LI F-w i ° n I � W +� w c �� 11 , LU Z° w � X .� 2 W� > l - y / b� T R 0 i �'� - -- 245 - L ti + u w a n N f w C� - W� w CONNEICT TO EXIST. l w W U $�' 1 �i u � $ w w M a w < m 8 "VC STUB 4 5 7 4 o W 362 I 364 365 ^ 11 J ° ° - M A P J Nv N 0 �= I �$ 360 v II Z I x rn N °� - zw 12 d ;6' z I 1 363 wc�- In Nz �° N N -tea N at 356 357 I N - I I i f - $� ri 0 2 0 366 N b 363 I 2 tai 347 f/ o E EE S NOTE A I S TH I S SHEETP I NG 30' Z ti w �0 229 W w w w U �� it 1 I LO ' In • x a rn _ oc I m OVER A PORTION OF - - -- -' 8' SEWER ASEMENT z_ r y1 j I I W ° w w W I CD ° \ 228 x m '� W J ci $ 6 ' I 1 ° T w ' • \ \ _ __FE NCT LOT A EXISTING DIKE n I _ LOT A F 73- 271792 DATE 9 -26 -73 C �a Lij 16 � © ` 23' ®1 23 23 6 23 6 j a cn a c� &PAVEMENT W Cj C8 - S4 - - _ C 2 _ - _ GV 8 „ _ -_ -- 2 C 348 ` 8 SEWER EASE T 2. �, i .. _ p�N & 388 5 W1� - - �' 9 53_ , 'SEE SHEET 3 362 w ro F/P N0. 73- 271793 �3 +65.46 MH# I a 1 SAN DCAS E DRIVE A 5 •W3 W .01' w5+W6 7. �ET6 9 - 1N SEED N (SEWER LATERAL FOR DATE Q-215-73 ` EXIST .3' EASEMENT LOT 348) C A R D I F F A C R E S I 6 "GV RELOCATED AS DIRECTED BY PROPERTY OWNER C 2__ EXIST. STRUCTURE TO BE 0 & #3 a M A P N 0 1 6 8 0 I 13 FH �6' II' 116 23 6 2 y 11'6 23' $, it 6 - CTR. INT ERSECTION Ma 361 349 SCALE: 111 ? ' �� ® In IC' ° 5+48.49 SANDCASTLE DRIVE ' CAUTION W W ° J z / 31 LOT I�' 3 +45,44 WOODGROVE DRIVE +{ w DO NOT DISTURB EXISTING N O T E S ® S W W W W IN N 1 W w W LANTS, GRASS AND I W -' °D ELECTRIC L 0 T E 1 W 347 HIGH VOLTAGE ELEC. ALL EXISTING TREES, SHRUB ,P ° 35 - 353 s V ( 5 I� N LINES AND POLES LANDSCAPING SHALL BE REPL�CED AND RESTORED IN Cl- r a 351 '� 350 345 344 > 343 I w 342 w ACCORDANCE WITH SECTION 7.1 -11 OF THE STANDARD a� LU J 352 I I- a s 349, 34 �� 347 346 W J 1= $ _ a h o N 3 J m SPECIFICATIONS OF THE STATE OF CALIFORNIA, z H W - '� m �' J 1 y % b o a $ .`� JANUARY 1971. w >y M C $Z ` I = 1 I W° o $' AS BUILT: a�N ++ oz Nf w5 \ -o `�+� L EXlST.20' /SAN DIEGO GAS & > z� °MQ � a� u o a l �� W o - :n J M " >_ ELECTRIC:CO. EASEMENT PER DEED ° „ _ Is � � T� FS �a � M a N a -11 (� � � RECORDED %JULY 23, 1971, FILE/PAGE � W UI BILL K. BRAM E 3 - �� 3 +�' z � F-f- Id1439,�0.R. Z i ac w CATt: <o - 2- G w O + CI] H S�' ,Q ¢ U W , Nm� W NU �ij c �W -$E `6' CONCRETE ENCASEMENT FOR 4 "VC � t++ - E J �� SCALE: 1'=40' v v I - Ia w 8W SEWER LATERAL 3' EACH SIDE OF t z U) J r C o ° Ole OF WATER MAIN �n�e� Z U PRIVA E CONTRACT 0 111 BgN 00 Z u M m m s ffEET COUNTY F SAN DIEGO 6 3F J �,. ENGINEER DEPARTMENT SMEETS LO UUh E pU SANDCASTLE DR I VE' AND OUTFALL SEWER �n Y W U 2 4197 �Q� CARDIFF PROPERTIES UNIT NO. 5 4C 1 BENCH MARK 0 R mm led for p ro n Aroved b Date R rew App 0 No. Descriptioppy Description: 112" STEEL PIN 7� /y /�d �df�.�J 0 0 CHANGED SIDEWALK DIMENSION TO 5' 12 3�S V y r 9 O 0 u6diviEion En ino r Count En L ocation: 0 BALOUR DR 6 SANTA FE DR APPROX CIL OF PROLONGATION OF BALO ADDED 2" WATER LATERAL WITH /j�/� g IZ'� OR 30 FT 3)0 SWA FE DR 2.5 IN EIO 6 IT CYCLONE FENCE. Engineer of work Chocked 1 1 1 )73 w REVISED D PREVENTION TO AS -BUILT STATUS. F? j m: COO U.S.C. i f+.S. - t �i ��,� REVISD � o COUNTY OF SAN DIEGO VERTICAL CONTROL BOOK .M. Q(( .,.... -,. Gl3 /1G R «ord From: Approval dote `�• e � • 7� � C < Ill Datum: ILL K. BRAMBLE RC BI d1 /0 -2 -73 2889- 5 �• CHAR W H I T N r FILE NO. I 'PERFECT "PROFILE PLATE A EUGENE DIETZGEN CO. 10 11 1.2 13 0 14 15 OR TA _ COURSE ITEM RADIUS BEARING LENGTH LO M C I 6 IN TYPE G CURB 980-00 10 -18- 6 176-20 cy F C 2 1 S35- 3 -43W 59.04 E3 { , 6 IN TYPE G CURB TOTAL 235.24 a F a D_ 1 24 IN RCP I ___S_4- 41- 1 5_W_ ---- 29.00 LEFT EDGE OF w m x _j 24 IN RCP (SEE NOT 1) TOTAL 29.00 EXISTING PAVEMENT - C , DELTA CENTERLINE DATA 150' TRANSITIONS 2 _` '#' FROM TO OR _ � J STATION STATION RADIUS BEARING LENGTH LEFT CURB 190 11 +36 63 13+16.43 10 0.00 10 -18- 6 179-80 CD ? 120' V.C. F r 3 _ 13 +16.43 14+13.97 0 S35- 3 -43W 97 U.1 C x GR'OUND I NE !_ n Q _ w o C �9 i \ w J 185 EDGE PAVEMENT GRADE/` LID - ++ - 185 I 1 i 0 � Ln N + v N cn H M - r Lri m ` � V v EXIST. FINISHED GRADE LINE \ _� m ^c m N .� + HEADWALL GRADE TO DRAIN \ '' Lo .-r c 0 5 AS REQUIRED @ -1.0% MIN. 24 "RCP AT LEFT �' -+ 180 J 5'X5'X2' THICK ROCK 180 180 EDGE OF PAVEMENT - - 0•SOO 8 A CB GRADE SLOPE PROTECTION AVE.RQCK VOL. =1/2 CU.FT. APPROXIMATE EXISTING EDGE OF ~ AVE _� \ GROUND LINE AT CURB LINE PAVEMENT GRADE w(im EXISTING PAVEMENT 185 ROCK CUTOFF WALL LEFT EDGE 175 175 3000 -D — 8' C �13b —D \ PROFILE OF APPROXIMATE LEFT EDGE OF STORM DRAIN 180 __,EXISTING PAVEMENT GRADE r PROFILE OF WINDSOR ROAD SCALE FOR BOTH PROFILES: HORZ.: 1 =40' VERT.: I "= 4' CD v i Z ac Z Z 6 Z y e F q �+ ~ W I N O �. w ` O J, W 6111 a 6 "SNKW)OTH END +, % = U % : GROUT o WITH 1:2 MIX TYPE * T � X IST 24 • A AL�CTR. � a f �SE� pG1TOFF WALL 388 2 p CLASS A 50, QOS GUARD FEN �` COLLAR- SEE p W ITH PIIPC�A�CT �'`� 1 I I FILE W W J CONCRETE MORTAR OFpg &5 D ETAIL E s /r 5X5 'X 2 'THICK ti� ��3 I 0° DETAIL — PIPE COLLAR E ANT- CAL S E ,T, ECTION- AVE ROCK 0� , in •� 1 I NO SCALE 0 Q AVE .ROCK WT -1/2 CU. FT, W + + ' 0 0 =70 CBS co v M A n a + 1 I b 11 ch SUBDIVISION BOUNDAR S , GRADE TO DRAIN 10 EX N O T E S STI SE ' ( PAVEM NN if TT -� - Ci � ( X I ST I NG D I KE 3 � f II _ I. ASBESTOS CEMENT PIPE(A.C.P.) MAY BE USED IN LIEU OF N - — REINFORCED CONCRETE PIPE (R.C.P.) FOR STORM DRAIN I FEXISTING 24 "CMP SYSTEMS. ASBESTOS CEMENT PIPE AS USED FOR STORM DRAIN t 0 & 241, L _ 12 _ 'I SYSTEMS SHALL BE JOHNS- MANVILLE TRANSITS STORM DRAIN SEE N TE 3 I X I S T I NG PAVEMENT 15 II OR EQUAL AND SHALL HAVE THE FOLLOWING PIPE STRENGTHS: �". EXISTING INLET RCP PIPE STRENGTH EQUIVALENT A.C.P. PIPE STRENGTH N ` f 1350 -D FOR q SURF ACING AS RE I 2000 — (CLASS III) 2000 -D 3000 - (CLASS IV) V 0 2 Z BOTH TRANSITION - 2 3000 -D 3750 u (CLASS V) N L 2 2. THE CONTRACTOR SHALL UNCOVER EXISTING SEWER MAINS AND S W O ER LATERALS S N TELEPHONE AND ELECTRIC CONDUITS, WATER MAINS AND WATER SERV ICES, GAS IMPROVEMENTS PER TM. 3229 -I , SHEETS HU ADVANCE OF TRENCH I T PERMIT GRADE O P F 0 N OR ALIGNMENT CHANGES. SGP �� G 1 0 S G t 3. MEET EXISTING PAVEMENT WITH A SMOOTH TRANSITION. S � AS — BUILT: BILL K. BRAM LE DATE: 7k PRIVATE CONTRACT SNlET COUNTY OF SAN DIEGO 6 5 ENGINES R DEPARTMENT SHEETS WINDSOR ROAD AND STORM DRAIN T241973 CARDIFF PROPS TIES UNIT NO. 5 COUNTY APPROVED CHANGES BENCH MARK os me�ed for ve Aypeved No. Deription Approved by Dofo Description: 1 /2" STEEL PIN (!/� �- CHANGED SIDEWALK DIMENSION TO 5' xI� '" 12 3'7 Ivlden Engine r Ceunfy E in eer REVISED TO AS GUILT STATUS S 0 BALOUR DR 6 SANTA FE DR APPROX C/L OF PROLONGATION OF BALOUR ,t3b9G Loeefien: / DR An FT SA) SANTA FE DR ?.5 IN E 1 6 FT CYCLONE FEIICE. Engineer of work Choked by Record From: COUNTY OF SAN DIEM VERTICAL CNRR/L IMIN / ,j ]oLZC1 T. AI Approve ate Elov: 328.430 Datum: U.S.C. i G.S. R /D-2 -73 2889 - 5 f . H HL AM I STER5EN 6 A330C I A 3 A-6242- .5 FILE NO. 'PEi7FECT °PRCF PLATE A EUGENE DIETZGEN CO. DR t uz 2 1 2 3 I ? 5 z o COURSE ITEM RADIUS BEARING LENGTH 2 m in W W 1 o F o a x „ - 0 a� D 1 18 IN RCP N 0 4-13E 3550 W .$ o Lv� D 2 45-00 29 -51 - 27 23.45 r �a a o a '° I a' /)8 w `� o 0 5 S58- 20 -SIE 3950 W C3 J o LOT 365 cu W - 8 >� ac z z LO N a W a •3 >_ TOTAL 171.17 =CO U) J FINISHED GRADE LINE � c� `� 19 IN RCP SEE NOTE I M or Q -II 1y�1-- N W Z r W I WZ Q 0 _ ;G Lo �¢ I- J �w $' 3 �� 584- 46 -54E 175.43 o � x�' L 0 T 3 6 2 '' o N I- � - o v> F D 4 24 IN RCP x "o �' r a �� > " LOT 363 LOT 364 c� U p 5 NIB- 5 -56E 74.59 chi a xN FINISHED or o LOT 362 N , LU M GRADE LINE m ~ w Z r C\ N 240 CB.EL.240.98 CB.EL.240.96 0 8 S 0 1-49W 100.00 240 �' a �M w 240 AT CTR. r AT CTR. _. --.•_ _..,.,._......_- .-- _...s.____ - U) 24 IN RCP SEE NOTE I TDTAL 350.02 t3± 8" AC G GROUND LINE � I 30 IN FINISHED EXISTING _.,I // \ � I D 30 1N RCP TOTAL 6.00 1 - RCP ---------------------- S --9 -57- ------6E ---- - - - 6.00 - -- � GRADE LINE EXISTING GROUND 1 \ 8"VC`� 235 s "AC LINE I 235 DS D7 220 235 1 D4 i D5 �\ D6 r 8"VC� \ EXISTING \ L GROUND LINE DI D ��A3 u o 230 0, ye m I I a ± �� 215 230 ►75.43 OF' 24 tt RCP AT u 230 \ �- /INVERT GRADE TYPICAL Co a LU L m m Lj / m N� V 1 - IDENTICAL POINTS J�� UD Cr. Co W \ a �`- IDENTICAL POINTS r Cu o of a C3 -4 \ J pppp m a U l.r, ru m m N �J m N N F- \ f17 � Q 225 N O N 0 Of t 225 g oo v Ol w > °� �� 225 aot I \x'al'a 210 V "6 (D �` a m O I Z a aU W \ N x a' a' N 8 in �- I� O U U U N N + - ~ = =M >- \ k- °° N N 1350 -D 1 -cr m` �< °0 NN wW \ a Cc R to 1350 -D i.- r _t �- 205 Qp (QVp J r F-J NN � r J i . L 2� U (A) N 'nI ILL OVER STORM N a a z DRAIN TO PROVIDE 3' OF "' a N� a wo 'GONER OVER TOP Or PIPE CD N N W a (' N rn It cc 1 � o GRADE TO DRAIN g I z 8 215 U_ : : r 200 _ U- t- 1 6-00' OF 30"RCP PROFILE OF STORM DRAIN u W AT 1.2% INVERT GRADE in i�i > LO 10' WIDE X 25' LONG X 1.5' DEEP S 6 A L E ri ROCK SLOPE PROTECTION - AVE.ROCK VOL. =1/2 CU.FT. yy 4 + _ �$ AVE.ROCK WT. =70 LBS. VERt.: I " 1350 -D Sid 195 _ NOTES: EXISTING 20' SAN DIEGO GASI& ELECTRIC -� �� ROCK CUTOFF �� o 208.00 CO. EASEMENT PER DEED RECORDED JULY 23, a WALL 5 ti'' 4 0.36 I. ASBESTOS CEMENT PIPE (A.C.P.) MAY BE U•_ED IN LIEU OF ( ,TOP OF CLFANOUT REINFORCED CONCRETE PIPE (R.C.P.) FOR STORM DRAIN 1971 , FILE /PAGE N0.161439, 0. R. �� 2 N r +�� 2 `� y SYSTEMS. ASBESTOS CEMENT PIPE AS USED FOR STORM DRAIN 19, N I � O ' COURSE D6 SYSTEMS SHALL BE JOHNS - MANVILLE TRANSITE STORM DRAIN 10'X25 DEEP ROCJ �I I ROCK CUTOFF WALL P �2 r � _ OR EQUAL AND SHALL HAVE THE FOLLOWING PIPE STRENGTHS: COURSE D7 v SLOPE PROTECTION Lul SEE PROFILE �Q��v RCP PIPE STRENGTH EQUIVALENT A.C.P. PIPE STRENGTH AVE.ROCK VOL. =1/2 CU.FT I ' K 431 1350 -D 2000 -D (CLASS III) I 80' AVE.RO'CK WT. =70 LBS., ID7 - j `�� „ �I-COURSE D5\ 2. TOP OF TYPE A CLEANOUT IN WOODGROVE DRIVE SHALL BEAT S E E D E T q 1 � � \ � � " � Q F I N I S H E D PAVEMENT GRADE. 1+18a E I C TR �� 3. ALL GRATES ON TYPE A -2 AND TYPE H CURB INLETS SHALL BE 1.00' TRAIGHT HEADWALL i y 1432 0 E / P R \� / PIPE AT BOX DETAILS G -5 GRATES WITH BARS PERPENDICULAR TO THE CURB FACE. S �! 0) D 9- A\ SEE STD. DWG. 1 1 1 -3. COURSE D8 1 + SE R E SPAC� ING DET�AI I �R /kSO i \oJ ,�J �� NO SCALE _ 10' DRAINAGE EASEMENT I `L y �4 33 G� 1 � / COURSE D8 J F /P. a; _ 7? 8 • DATE - R D I U I T N 0 F P R O P E R T E S / . 6 CTR.15' PE A -2 CURB INLET ' WITH G -5 GRATE- SEE - NOTE 0.18' 'COURSE D4 SFF DE 5 DO DISTUR TING 7p, 5 +14.45 D. STA. = W + OO GROVE DR. HIGH VOLTAGE POWER �, 389 ' I AND POLES o :�z Q v p SFF 390 N % AT 'RCP 2 2 COURSE D3 W 5' 434 S q� COURSE D6 �i9% EXISTI PIPE AT BOX DETAILS TO BE RELOCATED�TO - SUBDIVISION BOUNDARY CTR.TYPE A C 199.59 NO SCALE HERE BY OTHERS � I �4 - � + ' Y TORM DRAIN STA. 199.00 +224? I EX NG 38.46 W E DRIVE 101 DRAIN GE EAS =4+ r - STORM DRAIN STA. I / 1 'RCP AT 1 5 EMENT 2 12 I , DET 198_03 30 -1.2% \ =2 +31.67 N LY STORM DRAIN STD. � 51 ql� 198.00 197.98 CTR. TYPE A CLEANOUT ID3 i-•LOT LINE COURSE D2 3 0' 0 366 367 � ARSE D5 I / 361 362 I 363 364 365 3 +96.95 BC RAD. � i CTR.TYPE CURB INLET ITH COURSE D4 1 24' MAKE BASE 12" -SLOPE BOTTOM 0 \ N60 10 G -5 GRATE S NOT - D 1+ rr E � �' ° THICK IN LIEU ° C S D.BC 1 35.50 S.D. �� AT 1.2% I E S 1 RAIN STA . 1 I j = 0.22' W 6' OF 6 "' C \ 0 96 ET _ � AS- BUILT: COURSE DI - - - I +35.50 BC 30nRCP AT ELEVATION & 8 " `-` Q� ,,,C - "VC 8 "GV gI V 1 I BILL K BRAMBLE 12.62 - q 1 CTR.TYPE I SANDCASTLE- -- 3 '- D IV S EE SHEET 3 1.80' _I COURSE DI 3- 8 "AC 6 "A E��EE SHEET 4 I +00 S.D. STA. �� 6 �� - 1GV 811AC - DATE: =3 +68.50 SANDCASTL SCALE: I I "-40 DRIVE ` PRIVATE CONTRACT O pp \� I +-LOT LINE COURSE DB 2 "RCP S HEET I n CO GNN� R I - 6 =SHEETS IO 348 TYRE C CLEANOUT 347 346 345 344 343 SPACING DETAIL 1 1913 EXISTING 20' SAN DIEGO GAS & I S T O R M D R A I N SCI ELECTRIC CO. EASEMENT PER DEED I.,- NOT TO SCALE RECORDED JULY 23, 1971, FILE PAGE NO. 161439 O.R. I FLAN CARDIFF PROPERTIES UNIT NO. 5 8' SEEWER ao I d EASEMENT I COUNTY APPROVED CHANGES BENCH MARK R ' I ecommen for Ap o a l Engineer SUBDIVISION BOUNDARY No. Description Approved by Dace Description: II2 ST EL PIN I REVISED TO AS-BUILT STATUS 9 V?6 ` ' 2.2P -IG ub ivieton Eng ineer / County Enein r J �An : ^'t ®iV CARDIFF ACRES l i I P 0 1 N S E T T I A H E I G H T S U N I T N 0 3 Location: SIO BALOUR DR & SANTA FE DR APPROX C I L OF PROLONGATION OF BALD F E of work Checked by DR 40 FT 910 SANTA FE 09 no 7-r. IN F/O a FT CYCIONF F 9 y 'Z�•� T. Al 0 4 J 0 7 Record From: COUNTY Of SAN DIEGO VERTICAL CONTROL BOOK 7 Approval date 2889-5 M A P N M A P N 0 1 6 8 0 Elev: a' m n9O Datu: U.S.C. & G.So 10-2-73 LL K. BR R.C.E A-6 - A,s,.. FIL