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6358 GENERAL NOTES: SEA CREST WOODS WORK OF DONE: 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT Of IMPROVE ENTS CONSIST OF THE HE FOLLOWING WORK TO BE TRANSPORTA TION FOR ANY WORK WITHIN THE STREET RIGHT-OF-WA Y. DONE AC ORD[NO TO THESE PLANS; THE CURRENT SAN DIEGO 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY NGINEER DEPARTMENT STANDARD SPECIFICATIONS COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. Z � AND SPEC AL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OFANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. ° i0N0./E'CT LEGEND TO KEY MAP Xt / 9a /N/�4R✓ 4. ALL UNDERGROUND UTILIT WITHIN THE STREET RIGHT SHALL BE S4,vrq � FE� � ��vE S /Mr 1. STREET LIGHT SU4SOIV /S /O"/ CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, 2. FIRE HYDRANT 9 /0 // t LEGEND CURB, CROSS GUTTER AND PAVING. /,: & l4 Y 3. SEWER LINES 6 MANHOLE -s-o--- (1 1 ,tFY O sr 5. THE EX /STANCE AND LOCATION OF EX /STING UNDERGROUND FACILITIES O 4. WATER WATER LINES " - -+ THE GRADING OF STREETS SHOWN THUS Z - -w- ! -a- -��_� SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE -- RECORDS. TOTHEBESTOFOUR KNOWLEDGE, THEREARENO OTHER EXISTING y Q y ��� (n 5. SHEET INDEX 2 T R d /7 E ,� d THE PREPARATION OF SUBGRADE AND PAWING OF FACILITIES EXCEPT AS SHOWN ON THESEPLANS. HOWEVER, THE CONTRACTOR v � WLSEV -1 r t/ IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY Sr 6. STREET NAME SIGN O F T � STREETS SHOWN THUS 7. STORM DRAIN EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF c ___�_ �\ 'I t3 CQrVf/ /LL CT. SID gg I THE CONSTRUCTION OF P.C.C. SIDEWALKS SHOWN THUS(G- 7,G- 9,G -10) ,pr(j p• 0 RECORD OR NOT SHOWN ON THESE PLANS. p t , � � 8. DRAINAGE EASEMENT - -- to .b � ' ^ - 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE Q 1 Q 4 THE CONSTRUCTION OF SIDEWALK RAMP I(G -8) DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO " 9. DRAINAGE FLOW LINE \td K 07 4ff P9 30 J/ 8P CONSTRUCT /ON OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY a 10. BLOCK NUMBER 6 � L THE CONSTRUCTION OF TYPE "G" CURB AND GUTTER, EXCAVATIONS AND LOCATE EX /STING UNDERGROUND FACILITIES c -- - SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS 11. SUBDIVISION BOUNDARY --- - /J/7 /V /3 /ON �C1C /N/a4R✓ SHOWN THUS (G -2) IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING 12. LOT NUMBER J2 I THE CONSTRUCTION OF P.C.C. X- GUTTER SHOWN THUS(G -12) FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS& ELECTRIC COMPANY `V THE CONSTRUCTION OF 6" A.C. DIKES SHOWN THUS (G -5) PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL /� � ��� COORDI NATE HIS WORK WITH COMPANY REPRESENTATIVES. VICIN17Y P FRWY THE INSTALLATION OF STREET LIGHTS (SHOWN THUS (E- 1,E -2; 7,000 LUMEN) NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE �91CALE /'- e'�00' "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL A0 `��� THE INSTALLATION OF STREET NAME SIGNS SHOWN THUS.-IDS-13) CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN .IR/ I�.OR /ES a2M /N. S THE INSTALLATION OF STOP SIGNS SHOWN EGO GAS & ELECTRIC COMPANY. gp / SHOWN THWS TELEPHONE: 722- 1961 THE INSTALLATION OF SURVEY MONUMENTS SHOWN THUS (M- l0,M -13) 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. i F17RSMA07//TRANS�T /ON SHOWN THUS THE INSTALLATION OF TYPE L CLEARANCE MARKERS NOTICE: ALL TELEPHONE SERV ICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS" FOR LOCATION OF CABLES AND EX /ST. C.L FENCE ELEV ,g/+Ip/rI 'bZ PAwOF /LE THE CONSTRUCTION OF STORM DRAIN SHOWN THUS Z APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. EX /ST• AAAf /O /TCW TELEPHONE: 298 -0595. SEWER NOTES THE CONSTRUCTION OF STORM DRAIN C14EAN -OWTS (D- 9,D -11) �irOc 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE EX /ST. M BERM UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND - -- _ _ (7t�13E /DEMO ✓ED) PX THE CONSTRUCTION OF TYPES "S" L " 1" CURB INLETS SHOWN BEAR THE COST OF RELOCATIONS, IF NEEDED. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD N DIEGO EX /ST.P/'i!/T��- THUS (D- 2,D -11, D -12) ' FOR PUBLIC WORKS CONSTRUCTION, 1973 EDITION, THE 1975 SAN EGO Sv1/YCUTf.PEMF�/'E 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR EXIST. "Aow,4N/0 i THE CONSTRUCTION OF CONCRETE LUG CSEE DETAIL SHT. 6) INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT PUBLIC WORKS CONSTRUCTION, 1973 EDITION, ADOPTED BY THE SAN DIEGO UA/OERLY /NCB'Awwr. TM. CABLE✓ /S /ON TEL EPHONE:43G- c'1b93 0✓E /,0 N.47/[iE SUB��vP,40B REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS." 2.0•C. Ol/ER6 CL.34GG.6i�1� 95� CP4L7/ON. THE CONSTRUCTION OF V.C.P. SEWER FAIN SHOWN THUS .P 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON 2. TRENCH WIDTH AND BEDDING SHALL BE PER SAN DIEGO REGIONAL STANDARD ,/ THE CONSTRUCTION OF 4 V.C.P. SEWER LATERALS (S -13) -� THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED T/ y P/C/'E L SE �ON Y/LLA CARDIFF �DiP /IRE WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED DRAWING N0. S -4 UNLESS OTHERWISE SHOWN. TO THE COUNTY OF SAN DIEGO. 3 THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SAN DIEGO REGIONAL % A-12 SCALE THE CONSTRUCTION OF SEWER MANHOLE'(M- 1.5 -1) 12. NO PAVING SHALL BE DONE UNTIL ALL EXISTING POWER STANDARD DRAWING NO. S -1. .+ ThE CONSTRUCTION OF SEWER - PLLw- POLES ARE REMOVED OUTSIDE THE AREA TO BE PAVED 4. THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER SAN DIEGO REGIONAL STANDARD THE CONSTRUCTION OF A.C. CL. 200 WATER _MAIN SHOWN THUS (W-21) - - -� 1-3-ALL WATER LINES ARE TO BE INSTALLED BY SUBDIVIDER UNDER -- DRAWINGS NO'S. S -13 AND S -14. O .� f S.D.W.D. SPECIFICATIONS AND INSPECTION. ALL CONNECTIONS THE CONSTRUCTION OF FIRE HYDRANTS'SHOWN THUS (W- 10,W -11) TO EXISTING DISTRICT LINES WILL BE MADE BY S.D.W.D. 5. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF PERSONNEL. A DEPOSIT OF THE ESTIMATED COST WILL BE ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL _JHE CONSTRUCTION OF I" TYPE "K" Q0�IESTLC COPPER WATER REQUIRED BEFORE THE CONNECTION IS MADE. REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK 60',52' SERVICES (W -1) - � WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN 6 WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ;t 90:26' THE CONSTRUCTION OF BUTTERFLY VAL ES -'- ACCEPTANCE WITHOUT EXPENSE WHATSOEVERTO THE OWNER, ORDINARY WEAR AND TEAR, USUAL ABUSE OR NEGLECT EXCEPTED. /O' R'J'/16' 20'/16' /O' THE CONSTRUCTION OF PIPE COLLAR ( EE DETAIL SHT. 6) 6. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN 5' 5' S I THE CONSTRUCTION OF TYPE "A" CURBOUTLEt (D -25) ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. LDT /NV. ELE ✓. /N ✓. ELJ: ✓. PT 727p qe• s' /%o .Q M4 1N T N m Cjjl�g STATAON REMARKS 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. ELEYtS .9i4t7N'N / /6/.2,# o' / /70.7/ ,5' /75.,5/ 24. /N'o ocFLE + Z /65.85 /77.4 3 Z37 8. ABS SEWER PIPE IS AN ACCEPTABLE ALTERNATE TO VCP WHERE SLOPES ARE A MINIMUM r ''� 6 "TYfi�ti "CURB 6'TYPE'Ys`CURb I . 3 /7Z• / / .O ZZf50 OF 1.0$, WITH CRUSHED ROCK BEDDING TO EXTEND 1 F00T ABOVE TO PIPE -` • 4 / 0./2 199-73 Z/t 5 /85.9¢ /94.63 /99.¢ 2/7431d 9. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. 4 "� ° CC 6 /9/•20 200.63 .43 00A7 S /DEWiOLK 7 199.98 206.23 2//•/3 20t/9 10. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT S/DEWIILK Ol/E.P 4 "GL. 3l1iGG. 8.175E B 2087 213.63 Z /di /9t46 ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. O[/E.P6 SUB61P!l0Zr70 9370 e16W.A 71.6w 9 214.02 1.8.403 222.83 /9f02 /O ZZ/.46 223.72 2z4q52 l 40 T1'P/rC'C SECT /ON NOLj8E1' STREET�`FALCONAILL COUR zz6.407 2 23 .z , /Z 129.48 231-91 2 .7I 17114 13 229.26 23/.72 23d.62 t/ A4V SCALE 14 226.35 Za56 33.5 7f71 /5 222.66 ?24.53 ?29.33 /30 6 1 215.22 Z194v t 123. / f 2 /HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS 17 20754 Z17. d3 Z2Z.49 / f56 SHOWN DIV THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF- 16 20/./8 1 30' Z07 Y 2/2•/3 2Ofoq WAY WITHIN 60 DA YS AFTER ISSUANCE OF THE CONSTRUCTION 19 1,91-7.5 Z& 1,67.91 927/ 0*7Z PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY PD /B /.98 Z6 NORMAL WORK /NG DAY UNTIL COMPLETED, IRRESPECTIVE Q5 O / a/O 130 AND INDErENDEN'T Of ANY OTHER WORK ASSOCIATED WITH Z/ /6/8/ 7 17833 Z3f47 -THIS PROD CT OR NDER MY C TROL. 22 /B/ 72 ZG' /8 .25 193.05 e% 23 /<94 97 34' 1 /85.20 /90.00 /!Z7 OWNER: lQ6E Pel° 4 2. // 40' /84.60 1 � Y CESE77' 25 /,92,/g 32 / 6. /o O - LY ADDRS 4 �J p/ E Z6 / 4LO 38' /86.00 /9.0-80 - LY N wFta¢r 6EA G. 9ldwk �0 PWONE ( 54G - 690/ 27 /B4:59 38 /B6,50 /9/30 rzla Z8 18846 26' / -64 IP4 44 e7A-jV ASSESSORSPARCEL EY.O 323 /O / /. ZT /93.09 / . B 50 1 195.80 Z/v' 197940 X00,70 *, iW l .1991S 4 I e oz.;v Zo7717 0 32 20 %80 56 2405.90 2/G190 /40'40 Y 33 Zo2• /0 43' /' 2405.so 3 21060 - x3'40 sLr Ae 1 ATE CONTRACT PERMITS SHEET COUNTY OF SAN DIEGO 6 � DEPARTMENT OF TRANSPORTATION SHEETS � REZONE PERMIT NO. NONE Rf ^J P[AN R?Q THE /n.IGl0.7✓EMENT Org Q SPECIAL USE PERMIT NO. NONE GRADING PERMIT NO. L -644/ ,,. 3" CREST ivoOtcS � FLOOD CONTROL DISTRICT SEWER AGENCY WATER AGENCY COI.INTY APPROVED CHANGES BENCH MARK SAN DIEGO COUNTY FLOOD CONTROL DISTRICT CAR /OIFF SAN /TAT /OV D /STR /CT SAN 191EGUITO 1RR 1G4T /01V /DISTRICT Ne. Dncrirtion Approved by Data O.C. 0042, Cf//SELEO S4u4RE t C. J. HOUSON, DIRECTOR As -eu/[ r DESCRIPTION: R" .n tp uv Approved TOUPS CORPORATION �' " FOR R.J. ntA3eaurr do engineers, p l andscap e architects .Q� �� n 0 Q�,, 1 p, p� �� LOCATION: WEST ENO N w 00-A/C. Cuff- eErURN 4A1<'E ENGINEER DIRECTOROF TRANWOOTATION 2 3 ave PI I Pe AFMOVED BY: AFPMVN BY: �` !Y t^^ " APPROVED BY: e,/Ilul b,� t� 1 ani G14i ✓E E' /,/. VIEw /_W/✓E E . e W 22 = rnda de la playa suite 267 -� RECORD FROM: COUNT✓ OF SAN OIEGO ' / -/s C T.M. = W la jolla, california 92037 714 - 454 -9162 DATE: J S D!c /97 DATE: / - 1 DATE: , - 7 r ELEVATION: 323 /O OATUM: 4GS., M.S L. RT App. date: ,''�, ,1.411(NES R. C. E. 1S34a / C cm pip :. W d FILE NO. 193e e� -OO `�:; -., . '•..':ate -.: i C l I 1 I Id1 MLwr iL net t L^ 'PERFECT'PnoFiLz PLATE A RODNEY STOKES CO. OC �1 190 V " 180 E'L Y e a Q e1 414 414 414 y Q I: W TC � op a � � q ?5� V4 z �N NELY f� m f�, x 5464' 190 y ° 7 ( gi p v ,°R o pjk M'` \ nb n N �� + t4 � 1 /O 17%T 0 Q m nk \ q��b b e} b N N N ELY tR TC h ti Q 180 a a �% o ��� oUrr E M0 170 b :� v 170 671ST GRAAOW oon� sos� 4 i 170 Fai � °� � \ \ � � h � � d• � � '� �tv) M ti N ti M V U d/4 a e/4 e/4 a/4 �� `\� h 0� W p ` K �i 0. \ V V V Q V h o� hhh �v \ PROF /LE: !PILLA CARDIFF DR. o g SE'LYOO ' AC. BERM TRANS /T /ON SCALE: ROR /Z. 1 _ 40' CURB RETURN PROAMES vERr. ! Y9" SCAt£ ��TZ O' 76 75 74 73 79 71 70 69 68 // 41 V11 o �� CURB ,� 7,4BUL AT /ON TABL E 24' 5� > `►�^ p WARING G R T L 79 47' 48" 30 4/7B' 2r• 33 30' 5464' S) ° 0 3 90 0 00 , 00 1, 35' 54.96' Q� L� 4 28' S 7' 40° w. 12706' N J G / 5 n! . 28• 57' O" W /8683' ��1 1 �E �,✓ 6 /5° 13' O9" 468' 23 � ,� J0. , / 7 N 280 ' W. 5 7' 00° -- 226x3 0\ �4, 24 I 25 a h, R� J �, f o �}/ 8 N 2a• 57 vo w. 244.64' v 1 1 E' R 9 36' S8 07• Soo 32zsr O�� ��� ll // `sh'T. FED• 21 y��+ �� N z pR � E �iy ✓ � R �r pig �q. e� � __p— -� _ D►N rID��•5 -� // II, x` 8962 r(o l w I 9 IY , G • .:::!:i:'�i::i::�: ".:;: :�`:'�.. iii!. _�`v':':�.;::'::::;:::'.:.`:''r : .. ......... ': � ::::t::. r;:�r;t:.'�:::::.. + •::;:::... �' �::t:r �::ttt::t. - ..::.::.. '.:trtt[Y:."�� � � �:[[[::::::: �:::,:::: ' :. ....:::.... � .:::..:: .':::....... '� � :s::t:::t: ��:: � :�:� �:: :..: �:: .::- :::::.::.....:... �.,.:: .,:::.... � s ..... ........ ........ ........... ..... • ,...::::::,:..:::::::::. •::.......•::......... ..:::::rr:. :iii[:::::::::::.:::::::::' .:.. S 1� �s �B.,Fi.FV. FP L /NE PRIVATE CONTRACT F9 KW. R W VIL LA C�4RDIFF DRIVE SHEET SHEETS ��. COUNTY OF SAN DIEGO 2 n � C• � ENGINEER DEPARTMENT 1. lea({ NNECT /ON WILL F3E MADE �. P Q Far S.T�wr, PEPSONNEL. PLAN FOR THE rMPROVEMENT OF CO G 0 A OEFOS/TOF THE EST /MATED ni � � fc�tWFLIVIFD C9 11 COST WILL BE IPEQUIIPEID a W XILLA CARDIFF DRIVE N O �� �0 8EFOPE THE CONNECTION IS M.40E. a p Z /N SE.�4 CREST !'M OODS' N ) Qj Q O ti COUNTY APPROVED CHANGES BENCH MARK I I v No. Description Approved By Date Rec mmendegl for AAproval Approved Cq � \, > l j Description: C. O. 004 QUA C'Q 2. Cf! /$LEO SRE (� /O•scq,..�•+ T UPS CORPORATION V Q �� "OR RJM TRA/ �ocatlOrl: R R�/ Subdivision Engineer p�IQ Or TRAN3eCTOR pi fCRT4770N engineers, planners, landscape architects LAlCEDR /!�E w l� /Eif' OR /yE Engineerofw r Ch k dby 2223 avenida de la playa suite 267 a Record From: COUNTY OF SAND /EGO 11-19-77 T.M. la •olla, California 92037 714 - 454 - 9162 Elev: 323./0 Datum: usC9'c.s ROBERT Appsovaldate 3517 - R.C.E. 25593 P N 2 b 1t,; !, FILE N0. 'PERFECrPAMLE PLATE A RODNEY STOKES CO. 2r5 24 23 212 2/ /8 /7 47. zo yo. .C. 2,9. Ir 4 U Top of NYyCb. VG. T -77 c. o o ° . m + io- �' N kAj - 712 1 ISOHLY L � 9rn- \ EX/ 8NU }L 17OHLY groa L A Q -1�b � - covElZ ' / Q U x Rt. �Y �rY 1 N C / b N N \ EX /sT G�UNO \� / /80 Q o a -" N +`• \ . ° l � U �° a >� � �L;, .�C.�IJ �C'TCl�' N n N D W) N n N \ �D / N { B+�C P ( x I3o 7TOM 8 A.G.F 0 / r 70 ' 6o ciPP A `� � ' 0 Top /o9 •� �� Is27s' e-vc.� � b� N WOOLY I. o° I.E Top of c6 N o N iL�.• sr _ s it N N. -V� � 00 /VC 20 IliV. c 2 9a3 r 1 / / I E.C. = ~/ 7 lA J L ' l7r y. Q/ 6 } _ / R 2�+�' ✓iI /o Cordif� w (� � W � � r��.11��:JG ' �' f>J J J�� 7 + FOR STORM OrPA/N SEE S/�IE r s o CA �' Y J CURB 0 0 TA5UI -AT /ON TABL E p 3 t + BEARING d R T L SI ) ¢ .5 G 7 ' „ // / 2 3 m �. :� / o ce' cn moo' 7. /2 \\ \ cp, ^h' �! 1 a I� 9 b ` h V 2 N. g9 J E. JYi /. 49 20' Q .0 v oW 3 N /° 0,3'06 Z020' 146.53' 3706' 1 "i I `' >� N ° 3 '- E � y � � � 5 N, d 7 O' 44 E. /0 /5Z I 9° 7' 3 E. 9956 Q � N \\ / y• 7 ,V / E. 25rA -- Ex /s r CURD 8 /' CL3 /980 1817' \ 777 r _..... - ...:- :._.... ..:.. • :ii +.ii('(((i::i t /O 4 .4 _ _ ...... _. _ ::: x • 9 E. /23.613 AM . Q 300' OG 5 14 613' 05' ' /8 35' 3Cn 7!T .......:.... . EX /ST CURB 3 Q Q 5' ��EX/.4T 13E?M I . ' / 112 ( 31.42 P_G F ►�� oc.R I o,f? N hl Ul { 5' cc�1i 5 ' e , 5 e' ki I III �� iI I II y �r S X11 X1 S SW R%, . 2/ 22 �2D �1 II ° yII i � s s w o >J I I 230 2,E3 Y s o I " I! I o /9 /6 I /7 N 1 /G /5 /¢ 3 Q h I' I h 2G 'S . \\ It ^� I I I I C I __ LA 2a� \ \\ �� r �i Fal Ct N ip' e y / � / I / � (j l r / / r11� l`10 ��:� \ \ \� V N I C I .4 1 �J r1 1 �� 1' t../ J /l J l J J J All NOTE: EXIST STREET IMPROVEMENTS IN 1V(0L/3EV STREET 13ETh/EE1-4 STATIONS 15 + 70 ANO A2 * 71 2 ARE TO 13E REMOVED Alva REC.ON I•E STRUCTEO PER TN/S PLAN. AREA 3ETWEEN co ai OLO CURB 113ERM AND NEW CUR/3 IS TO 3E \ \\ PLAN FILLEO ANO SEECEO. EXISTING ORIVEWAYS PRIVATE CONTRACT \ \\ ARE TO 3E EXTENOEO TO MEET NEW \ \\ CURS GRADES. SHEET CO UNTY O RTDMENGO NOLBEY STREET 3 ENGINEER DE P) SHEETS !SION F P p. Z 1 FOP rid 1MRR04EMENT OF �A SOEE NoL rQEY STREET " -- ! -MED vI� EE 8" SEWER TABLE - IN SE.4 CREST WOODS S ~ COUNTY APPROVED CHANGES BENCH MARK �3EAR /NG d R T L 6 ti/QTER TABLE No. Description Approved By Date Rec mende l d or prova Approve TO U PS CORPORATION 25 300' 0746 '132. 7 5' go -4 12, c/-t /,-4 s c/ gt?a - � ® /3E4R/NG d R T L As- BLliLr e..r -�•-_- LEI X79 Description: 2 /V 69 51' 3l0 E. fG9613 / 26° 4Q' 3G' 2BB' 73.97' 14x3/' g • � RJ SSMAN Ar,% Location: Subdivision En sneer engineers, planners, landscape architects 3 A/ 69° 5 1' 30' E. 7.49' 2 Al 89° 5/' 36 E. 16/03 Engineer of work Chec ed by 2223 avenlda de la playa suite 267 a /° 03'0 5'.2000' 16.35' 36.x0 3 N 8 9 51' 3G E /9 Record From: //y 7 T.M. 5 N. �° 4B 3I" E. /0271' 4 /° 03' OS Gb/2 /3.41'0' 3Cv 92' Elav: �' 23.10 Datum: Ur3.G, G�. M.S.L Rl')fSERT APP ovol date 35/7 -/ la Jolla, California 92037 714- 454 -9162 N �° 43' 3/~ E. 277Q3' HA ✓NES R.C.E. L'S593 f» / g Jdy 2 6 1979 FILE N0. m -- 'PERFECT'Pawn.[ PLATE A RODNEY STOKES CO. r FL1e /50' V.C. G!p iP VC. V.C. 9 � �, TOP OF CL4C/S OaR4/aE \ �t7 ZOON 'LY r 0 N` IRS 0 0 m N + 4 =0 7 L= /448/ L =32.07 N ( + 3D' +� +� O�bp 0 P V.C. �' 0 vy3y c� �`Q 0 W Z, + �j� Q N 1 37. 5' ITV N LY J ` {L /NE .i C1 Lb 0 L= 72.55' /SO'V.C. F //V /SNEG7 tL R CI Ot 'QqS� 5' — 8 "V. C. P. � G.O % of /� pL' Il Rj P �j fi 2GU + O /.EL./B. �j3 /qO p - � 3 "A.cP � ry GUTTER L //YE \\_— �/ te a' • , AgOF/LE = KNUCKLC L47.3 ' /86.84' 6" ✓•C.P. �a =4 0.40 Q BCAGE: V45A Z. /N ' �j � VERT. /" ' n x`7 ��4 74 n A4 W 0 v ZOOS'LY Gh ?° o a I 47�- /� 0 //z � i2 � �c9 TOP OF C4JRB GR4ac, ` //2 Q "7 2 ` \ `7/2 p /� / n Q9 � 7 R v �2 190 *1. t r o a ti / 2 �� V.C. 4,1 6 o AW01F"X °: F�ILCON 14/LL CT PROF /LE• G3 RM. PR�7LE: CUL-/ -Sr4C �3 °''3 S� \ lt + SG4LE NOrt /Z. 2Q' 20' 0 N VERT. / "= d VC.Mr /'r a 4' SCALE : f+l WIZ. P' =210' V, G. VERT. /•• =4' O .3 Q +00 AALCON A,/ /LL CT.' = 2/+-73.46 NOL/3EY T. CURE it- TAWLAT /ON TA6L E 6EAR/NG d R T L NOL13EY a "V.Ca STREET �' 2 ° /s' !o" x�' JG.,32' 32. h 5 2 3 ' 34 ao /7q 0181 0 uj 1 4 /V. 6 ja E. 185.9 ° /P 4G" 32' 2/.GG' 133.09 G, — lo4GJ' 7 N. ago 7/ _ \ r F J /9 a7 / of�7o�7 X55 s 40 2 36' 4G' QGcrl' / 255 �p " +j� J 7,000 LUMEN som NI A Ot95.CX� ST. LT.. NI �� 9 TI .... 'r: ' ..: J E P�C—R. Z Q' WI W �� �c OIL h 0 /7 /G � /5 , G� 14 8 WATER fjLE 23 rn �U� SCALE: / " =ao' 13EAR/NG d R T L /D' STOZOf S S t?O "� hi� Q� / Al O° 06 24' (�IiQQ v FasE ; ii ':` ``.:` `.'` +: _!.: Ki N 1t� $ 2 /V. 9 ° 30' E 3<0 ORA // 0' y 2L /+40 5.5 &.C. FOR STORM OR4 /n/ 5 SEE SHEET'S � STUB P(.UG Q ; i:::.. 8 u .S p, 00 .- Vc p 5' w 3 ® r3E4 R/NGR /3L d R T L ,5 3 S — 2 /V 9° 30' E 3 At 1 (99 01 90 -- y 5 O 5G/ li S12 w ZG S 27 v 28 29 ^ I 3/ 32 PRIVATE CONTRACT +I v10 n I+ W N + Iv 9 SHEET CO OF DEPART DDIEO SHEETS 4 FEB ` 7 1978 ALAN FOR THE /MPROVEMENT• OF: w yy.� MICROFILMED rAI ON WILL COG/RT PLAN COUNTY APPROVED CHANGES IN S4 GitEST IdQO.AS BENCH MARK No. Description Approved By Date O.C. 61742 CN/SELEO 5k=JUARE Rec code or proval Approved TO U PS CORPORATION a As_ au /LT �� Description: /1 FALCON HIL COURT FOR R J Mq 9D Yf4N en meers, planners, landscape architects Location: /✓EST ENQ N.a✓COA /C. CURS RETCJRN LneE Subdivision Engineer F'O 4ASS 4Ngq�RTg T /pN g OR. rj' WEST V /E1./ OR. Engineer of wo Check d b 2223 avenlda de la playa suite 267 Record From: COUNTY of sAN 0 /,0,50 ,yam -,7 �5� T.M. la jolla, ealifornia 92037 714 - 454 -9162 le.3 /o Lf SC. r @$, , {1,S.G . ERT C. Approval date Neel Elev: Datum: HAYNES R.C.E.23S99 /j��7g PRE. I JUN 26 1979 .. ji }t; r 9 Tr ` FILE N0. /938 -ova MICROFILMED 'PERFEcrPmmz PLATE A RODNEY STOKES CO. µ Q � 1-07 z s v v � V / /90 /3 /a "A.C.P. � \.1: C.L.POC�pO 2 Q O � 2 W — /�/�'60" c %P. P. Q /6 "AC GL eo0o� A° I CL p 0 \ v z $ v 160 e,. �: � n � W � / 80 eo + N V ty t Q " P 2.23' 4 2.25' 24 A.C. P. + Q \t vh M CONC. LUG �� /03 4&.63 i J 1 eSEE OETA /L SA/T. G) v J Z Q y E)C /ST. B'V.C.P. / - - - -- N: ?I PRO ILE: L/ /70 Ni3 /70 I. / 1 - - \ pQlU J J SCALE A046AIZ, /'VW40' 8 A.C.P F /N/SNEO G earJE CpNST y N a CGWC. L G _moo AROF /GE° LAME C SEE or-'TAIL SHT. G) / / 7 — - - -- - -- — — -` 60 I �- - � � R SCALE � AAOiR /Z. /'' =4O' qL. / �� � 4' / <3 1, 27pp_0 �� 5043' Vl�� /60 8" V.C.P. 2.58 °6 a 3 .C.� - I ^ Q � 2a 1 El /STjNG n� /W A /70 �E PROF' /LE LWr C.1- z�oo� /off 06L. 60" C. /.PP SCALE HOAC /Z. /80 .l * C.M.P. STORM DRAINS WITHIN DRAINAGE EASEMENTS SHALL BE CERTIFIED 14 ° LANE 11 0 Jw BY THE DEVELOPER OR THE SOILS ENGINEER TO HAVE A 50 YEAR SERVICE xq(E: A40Y&Z. / '=GO' - LIFE FOR THE PARTICULAR SOIL AND LOCATION SHOWN ON THE PLANS. VERr. P 8' THIS CERTIFICATION SHALL BE MADE PRIOR TO THE INSTALLATION OF THE STORM DRAIN. C.M.P.TO BE BITUMINOUS LINED AND COATED. 5 4 3 z ! � 0 J 28 fXlSLB"I'•� �/ . R� a h \ 5 EX /ST. S.MN. F �� s \` x •► 5 y �� \ O f.� Q \ `. Q. 1 . _ �, �\ /NFOAeCEO C QNCRETE __ IP/ A S V ` ' 41 w ) / 2 \ \ \ \ '1"14cT /ON STRUCTURE" 4 *99.73 SUB. B&INDARY \ �\ \ q� v� \ b STORM DRA /N DA TA � \ � \ � �A C\� 2 � � '4 032. e % Q L x00 / RT 4G° 4 2' 00 54' aa.0 1 ' It 4G 4 O v /r✓O�,�11D ^ r 2' 00' 60 4 ' 0. 75' 1 \` \ 0 �U� � J / 2 LT 4G 42' 4G' 3749' I, I RT i6 57' 00 /26' KXo. 72' \ / , / 9c 3 48 9' //0 ° 57' GYJ /2 ` 1 li � LL`' !p �� �� J V. r+ � \\ ,O�AVI,, N\ Q / � -r � �7� \ Qp 2 �J � / 2 Q , rA.C.P. 4 LT 46 57' 00 /33 1/3.63 \ 1 I y ti� 5� Ip O\ �(, \� w V/ \� V V) 3 �, �I 1 �� ° -� V 8 y DEUX ',4'' lv t , ,sc,,LE ! - /O' A" Oc rA N3/ TX"W . 721-8973 VILLA s _ - SEE 50 LANE 'G" _ Cf/.PO/FF OR 24 +93.24 /1V1BLE �� - - CL PRIVATE CONTRACT N28 'S7'X'{V SHEEr COUNTY OF SAN DIEGO �( j � . 'vl X41 x 9'� �•��� ur.�151UN VILLA CARDIFF G�y' �12,1� �IQORI C ,y ,O \ � L 3 o� / �� y � \ ENGINEER DEPARTMENT SHEETS A� /` � f Y 7 f�L4 FO R THE IMPROVEMENT OF: 471178 �T, E 1 ,15 � �o �Q� t,• Q \�Y � y V / wR/� �iQ 1Nv .Q C r� 0 � yh� , , , 1 � � / O L COUNTY APPROVED CHANGES N A CREST ^ S BENCH MARK Rec mmend or royal Approved PIIN� No. Description Approved By Date P PP �, Description: _ O . C . •. OL?42, CN/SELEO SgUARE C / IS 98 BU /L1- �� I�gECTOR OF TQi1NSRJQT4 T/QN TOUPS CORPORATION A E� I�. r��° Subdivision Engineer FOR Ali OFrRA PLA N f lyl Location: WEST ENO N.W. c4mmn Cults RETURN engineers, planners, landscape architects N LAKE rate. VC ST VleN OR. Engin of w irk C c ed by T.M. 2223 avenida de la playa suite 267 Record From: 60U^IrY Oc 1541V O /EGO /i ifi7J � STORM DRA1NA �►� Elev: /O Dafwn: U`SC 1 GS M `S T AppJova) dote 35/7 -/ la jolla, california 92037 714 - 454 -9162 V kAY/JES , •C.E. P5593 ��,, /�s FILE N0. t Mh-CROFULACD 'PERFECT'Pnonu PLATE A RODNEY STOKES CO. EMMONS Z J W v J MANHOLE COVER y R7 SE FLUSH W /TN PAVEMENT O 3 F30Np W/EPDXY F_USI-I WIT PAVEMENT ICA ALL AROUND 8OA/0 W EPDXY 7 7 ALL A UNO qp 7//2" 6= 81i�o" 6 =8 /a` T /fie" a s 6 7(/2" b A. A � v � A _ 5 I � FOR STEP DETAIL, /) SEE STD. DWG. O \ o 6 O \ I�OC/BLE 60 Q, I _ kiVh / p \ I � R. C.R PIPES O O 0 Q.C- t Q. � y o I ( by -1- d 60 ,- 5 YER T I EX /ST 6 "P. KC. 5,rwER IS /N @ 285% e r a o b _ e C A 7 b EX /3T. 6"P• KC. SEWER 8 a' B" b SECTION ;B - SECT /ON :4 A/ ,vorE: SCALE //2 " =/' -O" AV,4LL 4M0 SLAB rVICKNESS, STEEL SIZE ANO PLACEMENT AND OTHER I 1 Q.P CONSTRUCT /ON /mETA/LS FOR TN /S REINFORCED 3-4418 CONCRETE rIUNCTION STRUCTURE SHALL CONFORM TO Tf/E M/N /MUM REQUIREMENTS FOR A SINGLE BOX CUL lvERT W/Tf/ A SPAN OF /2' AND A f/EIGNT ` (p OF 8', STRENGTH CLASSIAVCAT /ON 'W (SEE DWC. NO. D- 76) REINFORCING IN EMD WALL S TO BE _ / #4's @ /Z "0 C, /2" f/OR /IONTAL L Y 4AID YERTICALL Y. 1 FOR STEP OETA /L SEE STO. OWG. O - // _ P4AA(- PIPE C+AOgUAR NO SCALE 60 ",pC.P. ^ _ CONSTRUCT MANHOLE (NOT TO PROTUOE INTO l \ EXTEND PIPE USING NORMAL CURB 4r GUTTER) BACKF /LL METHODS FOR RC P \� � C1-11P PIPE FLUSH I AT INS /OE SURFACE 1 2, \� CONCRETE SAME' � \ AS THAT OF P /P� Z C FIN/SH©I CLASS C "C" MORTAR CUT P /PE END I / I 1 100L11? AG4 INST I I . , ^ - EWER UNDISTURBED EARTH SE T / OI M 0 ` 10 8" p y. C. S / 1 g" ISr 6�� / d At M y NO SCALE SECTION C - C Q/ NOTES Ab SCALE / — i.�N' C ./. P. P P /PE CO Ole COVERS LUG / L LA A" MUSS F HAVE A M /N OF 6'O ISNEO I NO SCALE / -, CONCRETE ARCXJNO JO /NT =G Z CONCRETE SHALL BE 5G4 - C - 3000. C. /' LUG NOTES / DIG LATERAL TRENCH BEFORE PoURING C I. PP M] I P 3 REMOVE / f3LKF1EA WHEN CONCRETE S ST ILL GREEN" VA CONTRACT I __ � Z ///�o 4. CONSTRUCT LATERAL LINE AS SHOWN WHILE C./ PP /S "GREEN." S HE T COUNTY OF SAN DIEGO 6 ss ENGINEER DEPARTMENT SHEETS SIUN I L A j .171978 PLAN. ,OiRA/NAGE STRUCTURE DRAINAGE STRUCTURE MlufiurlLMLD SCALE //2 " = / =0� ,OETA /L S COUNTY APPROVED CHANGES IN EA CR T WOOD BENCH MARK No. Description Approved By Date O C OC`aO, CHIS Recommended. for Approval Approved n' � TO U PS CORPORATION fl S B(/ILT � •� „S Description: _ ELED SQUA PE n En O/ oG �° FOR R.J. MASSMAN Location: WEST ENO N. UlPT3 ,QETU N Subdivision R 1R.-A OF TRAN9FtjRTAT' engineers, planners, landscape architects LAKE 4WIVE 4N VIEW O�PIVE Engi of war Ch k d by 2223 avenida de la playa suite 267 Record From: COUNTY CE SAN O /EGO T.M. la Jolla, California 92037 714 - 454 -9162 HAYNES R.C.E. P5593 3 35/7- I Elev: 323. IO Datum: USC.�,'G.S. , MS.L. ROBERT APP >ryval fJate 30 7I PRECi�'t'l >� JUN 26 1979 FILE NO.