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1989-7 WO t `g V , A. t ' WORK TO BE DONE GENERAL NOTES AND SPECIFICATIONS MATER NOTES LEGEND: .KEY MAP i) o - �� A1t� '1`0 IM THE IMPROVEMENTS CONSIST OF THE FO LOWING WORK TO BE DONE ACCORDING ' TO own 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENC1N ENGINEERING SPEZ�IFICATICNS OF THE SAN DIE UITO WRf= DISTRICT. THE E AND SUBDIVISION BOUNDARY - - -- THESE PLANS AND THE REGIONAL STANDARD DRAWINGS AS ADOPTED BY THE CITY D EPAR TMEN T FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. 'D H OIL NOTED, aU ALL WO[i1C FOR A PERIOD OF ONE Ym AFTER THE DATE OF ACCEPTANCE STREET LIGHT r — 250 WATT 0 DISTRICT SPECIFICATIONS ANV/0R ANDARD OWri� r PRO{�EMENTS PER MUN /C /PAL WA MP , 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF 2) UNLESS O NOTED, ALL 'TIONS TO >oasTING mm Wr LL BE MAm BY THE UNDER THE SUPERVISIOII OF SAN DM nTO MATER DISTRICT AFTER PAYMENT OF THE FIRE HYDRANT voa THE PREPARATION OF SUBGRADE AND PAVING OF STREET ENCINIrAS STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. ESTIMATED �� BY THE DEVELOPER. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL (SEE TYPICAL SECTION AND NOTES) THE CONSTRUCTION OF 6" "TYPE 6" CURB & GUTTER C ' -2 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE FOR HIGH-LINI TE MPOIR ' OD �' APDI'ZEgs N0. -5 / ° °° THE CONSTRUCTION OF 6" ASPHALT BERM TYPE "A" 6-5 APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY, 3) W M E ELEMTIONS AND GRADES ARE NOT SWW oN THE IIATER MAIN PROFILE, TOP OF PIPE PROPOSED WATER LINE w PROFILE IS 48 INCHES BELOW CENTER LIM GRADE OF STREET , O E 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE — _ CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, DRAINAGE PIPE s D� THE INSTALLATION OF STANDARD STREET NAME SIGN -1 THE INSTALLATION OF STREET LIGHTS E1 CURB, CROSS GUTTER AND PAVING. WATT LOW PRESSURE SODIUM ALL SIItVItFS TO C0[�bT'�JCTm CLEAR OF �' E -2 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 3) -to PiRNm ONE naM arm MATER � S&Tvl Aim �� 8= FM EAM »IDENTIAL SEWER LINE 6 Z5O �---s SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE• EXIST. DRAINAGE STRUCTURE - - -- RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISITNG d'°.YC: FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR 6) OWL A TAG �' mm Tm DZV3S11vN DIE SAFETY STREET PLAN SHEET NO. 3O THE INSTALLATION OF CL-ZOO c -goo P.vc. wccTEtz MAIN IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY FOR u'L' 8-19Y EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF STORM DRAIN PLAN SHEET NO © 7) THE INSTALLATION OF GATE VALVE ASSEMBLY RECORD OR NOT SHOWN ON THESE PLANS �'L PTRE � 2 FE�`T Fib FACE OF CURB, IF NO s�X FISTS. OR 7 �'r �� � 'FACE OF CURB WHERE SIDEWALK WILL BE mNSTRUCTED' SEWER PLAN SHEET N0. /0 *THE INSTALLATION OF FIRE HYDRANT ASSEMBLY- CC- OMMERCIAI - �S P -t) 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE jr) Frome AM ,� AT ALL t POINTS IN MATER MA" trf /`^ ��,� l � � C. - %, � v ("1 � *THE INSTALLATION OF BLOW-OFF ASSEMBLY (SflWO P -4)— --� DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 9) SIM" OBTAIN PS T MM THE CTT`V CF 92CCD�1'TAS FCIR ANy SUBDIV /S /ON BOUNA4RY *THE INSTALLATION OF AUTO AIR —(S�W� P - 8� RELEASE R ' EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY F.XCAVATICN WITHIN MaSTII� CITY RIGHTS -OF -WAY LE?�GEPT WF/ERE �N�WN� AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE *THE INSTALLATION OF 1" WAT ER 5E9,VMF_ NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES . 10) IM DISTRIL!' >RT�nTtES THAT CRIB +C:TION •�- BE TAKEN �,F� 1� LINES ARE INSTALLED 22 23 24 25 � a 26 27 WITHIN EXISTING COUNTY RIGMS -OF -WAY, CITY OF ENCINITAS RIGtITS -OF -WAY, PRIVATE 1,E3 /179 fIlo7 11 1 W - `�iB3 1121 1/// IIa3 THE INSTALLATION OF A.0 REDUCER 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY FASUEE M AND THE RESULTS Apps By THE CITY OF ENCINITAS, BEFORE THE WATER LINES O D PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL ACCEPTED AND A appy SINT TO THE SAN DIEM TO WATER DISTRICT o FFICtr. I W� THE CONSTRUCTION OF STORM DRAIN CLEANOUT TYPE'A "` D_g {•, QYRD�NATE HIS WORK WITH COMPANY REPRESENTATIVES. #g I � * THE INSTALLATIONOrALL LUCrIt_E 1� CA N TEES E SES I C : ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE li) P�2 -TOR TO AWARDING WATER LIt� CONTRACT, OWI��t SHALL ADVISE PR06PECTIVE Ctl[�t1"f2/4CI�ORS TO ! 0/7 THE INSTALLATION OF C-M.P. OR R.C.P. n n UNDERGROUND INSTALLATIONS FOR LOCATION OF ELECTRICAL OB'TAIII UM WVIEw QJRFmm SAN DIMlITO WATER DISTRICT'S SPECIFICATIONS. 1 • CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN ove of THE CONSTRUCTION OF ST. HEADWALL TYPE A(DOUBLE) DIEGO GAS & 5 C OMPANY. i3) .�� g> ,L gy THE DISTRICT'S DICTION 48 T�7t1L!!S III A VANCE #20 TELEPHONE: #18 #l6 REV . D-40 40 — OF BSGINNING WORK TO � � M�I� . I® 17 /6 15 !4 !3 /2 11 THE CONSTRUCTION OF RIP RAP ENERGY D I SS I PATOR — 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELELPHONE COMPANY PRIOR 13) "LL AREAS MUST BE OyVAC'ED M 90}, PRIOR 70 PIPE INSTALLATION /1�� /i�c 1158 1144 1130 fI1(o I /o8 THE CONSTRUCTION OF LINED DITCH D -.75 TO STARTING WORK NEAR COMPANY FACILITIES - AND SHALL COORDINATE HIS COMPANY REPRESENTATIVES. 14) App�u OF PE AN .AN 6Y S.D.W.O. DOES NTT ODEISTITUTE A AS 4D ' THE CONSTRUCTION OF CURB�OUTLET TYPE'�J' g 8 7 K Cr ITH : ALL TELEPHONE SERVICES WIT I N 'THIS PROJECT BOUNDARY ARE - EXISTENCE OF THE LOCATION OF OR THE EXISTENCE OF N ON OF, ANY A 19 5 X23 UNDERGROUND INSTALLATIONS FOR LOCATION OF CABLES AND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT Q 119¢ #24 /p THE INSTALLATION OF GUARD POSTS APPURTENA THE PACIFIC TELEPHONE COMPANY. z foe- THE INSTALLATION OF STOP SIGNS R -1 TELEPHONE ((JJ 15) ALL ©CISTDG FACILITIES HATCH MAY �.T FINAL DESIGN, I.E., LINE CE�SSINGS, LINE 6 OR Q 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITIES CROSSINGS OR WITHIN P S ON SHAr�, FIELD vERIEZED• AIL �� 10 FEET OF PROPOSED WATER MAINS SHALL BE =W ON OR PROPOSED 20 30 THE CONSTRUCTION OF 8 SEWER MA /N P-V.0 _ _ UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND pLANS. ELECMCAL AND SEWER TD CROSS UNDER WATER MAINS UNLESS GIVEN /2A2 , _ , _ __ _ — — SM-H. _ BEAR THE COST 0 F RELOCATIONS, I F NEEDED >q PERMISSION By WATER DISTRICT. �� — — THE CONS77?UCT /ON OF STANDARD SEN/ER MANHOLE `S 1 - ca // 3 P STA r E �� _ 16) WATER 70 OT�IAL DP LL HAVE AN APPRC)VED BACEtFT�OW DEVICE ZJ /�� THE CONSTRUCTION OF FORCE Mb /N MANHOLE (SEE DETA /L SHEET 8� lO. ALL TELEV I S I 0 SERVICES WITHIN THIS PROJECT ARE UNDERGROUND RIGHT �A,LED TO THE DIsTRZCr' SATISFACTION. BAGMOW DEVICES ARE 70 BE INSTALLED 22 IO 5 S -13 � INSTALLATIONS FOR LOCATION OF CABLES EASEMENT. p DIRECTLY OUTSIDE CITY OR OOMPY - .OF-my OR OUTSIDE WATER DISTRICT CONTACT T.M. CABLEV I S I ON . TlIECONSTRUG7 /ON OF PI�C SEWER LATERAL (4'� S TELEPHONE : 4�6 ND A -26y3� URTENANCES REPAIR AND � , TESTING OF BACKFT W DEVICES ARE RESPONSIBILITY OF OWNER 5 SOW] /O THE CONSTRUCT /ON OF PYC . FORCE MAIN ' 1.1. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON 17) MINIMUM HORIZONTAL SEPARATION OF 10' REQUIRED BETWEEN FIRE PLC. F10 r THE AS -BUILT IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE co. HYDRANTS AND S.D.G. &E. VAULTS. ( THECONSTRUCT /ON OF CONCRETES /1JICWALK�SLE RAN Wirt-] FA? WIDTH) LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS 1 #14 •!: a,•,!:;'••.�;• ' -� , DEDICATED TO THE CITY OF ENCIN /TAS. 18) MINIMUM HORIZONTAL SEPARATION OF 10' REQUIRED BETWEEN ANGLE I 5 6 7 8 E THE CONSTRUCTION OF CATHODIC TEST STATION CTS ' I POINTS IN WATER MAIN AND ANY UTILITY CROSSING. f ! Z 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 1 240 /25G / 262 /278 /0o2 / °iG 1 a3o THE INSTALLATION OFMT FLANOE TEE W /FLANGE HALVE ` RELOCATED OUTSIDE THE AREAS TO BE PAVED 19) UTILITIES TO MAINTAIN MINIMUM 5' SEPARATION WHEN PARALLELING WATER SERVICES. _ / #9 ' 13. 1IE I THER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY - , - L I — QUAIL GARDENS D 11 #6 MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, t ; B #f0 AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE SEWER-NOTES SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND r A FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. - - - �ExIST " WITH THE STANDARD SPECIFICATION X13 WATER LINE 1�. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY 1• ALL WORK SHALL BE DONE IN ACCORDANCE 7 12 /� � SUBMITTING A DETAILED PLAN SHOWING THE DESIGN TI SHORING, FOR PUBLIC WORKS CONSTRUCTION 1985 EDITION, THE 1985 SAN DIEGO LDTA" OFFERED SAME POINT �� �•� `: BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR WORKER STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC • FOR DEDICATION S/ TE PLA N PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS n COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS.` NOT TO SCALE - OFFSI TE SEWER OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FO ALL TRENCHES FIVE FEET 2. TRENCH WIDTH AND BEDDING SHALL BE PER SDRSD NO. S-4 UNLESS OTHERWISE 3 - =28 s �r r OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. SHOWN. /4 v NOT TO SCALE IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED 5' 1 4' N HA E PREPARED S -1 . 9' �Y THE CONSTRUCTION SAFETY ORDERS, THE PLA S 3. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. B Y A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S PAR/I , �� \ ` ;EXPENSE. DR/ E 15. C1JT-OFF NITRES % RM BE I NST&LIM W ICH WILL PROVIDE TRUE NI MIY 7 DEGREE �� CUTOFF AND PREVENTION OF LIGHT ABOVE THE HORIZONTAL 4. THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER SDRSD NO S - 13 AND 2'1 •' �� r— _ a ( Z '' 6 FR THE LOWST POINT OF THE LAMP OR LIGHT EMITTING REFRACTOR OR S-14 . 8'W10FCVNC. l "TYPE "G" CURB &GUTTER cYM ` k u DEVICE . SIDEWALK A.0 PAVEMENT & BASE (M /N. OF 2 "/J. �' OiER 4" j WHERE SHOWN BABE SEE NOTE NO. ? 16 . AL FIXTURES SHALL USE A CLEAR, LAW PRESSURE SODIUM VAPOR LIGHT THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE - flu ILI- " kklWTEj -' OWNERS AGAGREEMENT: SECTION 'A -A o SOURC SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. NOT TO SCALE f I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THEE PLANS M 17, 10 MERCtW VAPOR, WNITZ, METAL HALIDE, OR PHOSMM COATED HIGH Y THE DISTRICT RIW 95 � RAW WITHIN EXISITNG CITY RIGHT -OF - WAY WITHIN 6 0 DAYS AFTER I SSUAN(E OF THE PRESSURE SODIUM LAMPS SHALL BE INSTALLED. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED B ENGINEER IN WRITING PRIOR TO ACCEPTANCE OR PUBLIC USE. � CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NIRMAL F ENGINE OF WO RK 30 It EXl5T- R/!ti WORKING DAY UNTIL COMPLETED IRRESPECTIVE AND INDEPENDENT OF ANY WORK FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. ASSOCIATED WITH THIS DEVELOPMENT OR UNDER MY CONTROL. r 2 lTERfAY DECLARE THAT I AM THE FNGINEFA OF WORK FOR THIS /Z'' /B 't 2 D' 10 35� / Fo QUAIL PA iZK JOINT' VMI�Frv PROJECT. WHAT I HAVE F . X F . R C I S E D RFSPONSIBLE CHARGE OVER inm THE CONTRACTOR SHALL NOTIFY THE D I S T R I C T S INSPECTION DEPARTMENT EXISTING PAVEMENT LOT "A" _ A GAL- IFo2 LIMITEn PA NER�3N P DESIGN OF THE PROJECT A$. DEFINED IN SECTION 6703 OF THE 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION • BUSINESS AND PROFESSIONS CODE. AND THAT naC DESIGN IS OF PROJECT (PI40AIE 753 -6639) 27 Q%OfE$$IQ4/ OWNERS NAME: BY CONSISTENT WITH CURRENT STANDARDS. � �0 ALA,y� B Y' - -- t _ l -1 THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A WI AND F ACCEPTANCE OF THE WORK BY n4 "REDWOOD - � �� ? I DNDEAST AND THAT THE CHECK OF PROJECT DRA NGS P E R I 0D 0 F ON E YEAR AFTER THE DATE 0 A.C. PAVEMENT 6F BA.i E rn ' SPECIFICATIONS BY THE UTY OF ENGIrIITg3 IS CONFINED TO A THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, HEADER ASREO BY C�ry - - 6 "TYPE °C "CURBBCUTTER No 32133 w ADDRESS: $Ol eO ` L -A JOLLA S Ndt2E S DR• 4 j LA J�Ot,LA ta i- REVIEW ONLY AND DOES NOT RELIEVE NE. AS ENGINEER OF WORK. TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACE IN SO DOING, ( SEE NOrE ?.) 5C 143> / E:p /-9 pi (,(p19) 454-,- O-r79 OF KY RESPONSIBILITIES FOR PROJECT DESIGN THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN - 'B - B 0 0 UAIL GARDENS DRIVE �' CIVI1. { .r • THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE NOT To scALE 9lF OF CAL���� WHATSOEVER TO THE OWNER ORDINARY WEAR AND TEAR, USUAL ABUSE OR NEGLECT EXPECTED. AP: : 237 - tTI - OT L - CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF ENCIN /TAS ENGINEERING f : INDICATES ELEYArION SHOWA/ ON PROF /LES vwN srRff 1 PRIVATE CONTRACT u FZIGI A . RUBIN FZ.C.6. 52133 Ex P. 12./31/92 DEPARTMENT FOR ArlY EXCAVATION WITHIN CITY RIGHTS- OF PERMIT S SHEET Ci 1DEPARTMENT S/j'E J ENGINEERING 1 1A SHEETS MQYSyOLLOW NOTE: IMPROVEMENT PLANS FOR THIS SITE WERE 8 02 8 a - T GRADING PERMIT NO. LAjVe APPROVED 8Y THE COUNTY OF - SAN DIEGO - -- - _ L �__ L T PLANS FOR THE IMPROVEMENT OF (� a , DEPARTMENT OF PUBLIC WORKS 10-1-1980 (TM MAJOR USE PERMIT NO I �• V v 3761 -1). THESE CITY OF ENCINITAS PLANS _ g • v, REPLACE THE PREVIOUSLY APPROVED COUNTY TENTATIVE MAP NO 371 -1 � 190ulE�.,p QUA t L PARK W PLANS. r C110 I Ai`J UIE > 0 ER DISTRICT , CITY APPROVED CHANGES BENCH MARK CAIIFOFtNiACnORDINATE INDEX 332 -1685 R1�11f�as,RE r ENCINITAS SANITARY DISTRICT 5 WAT FOR APPROVAL OF SHEETS 2,� 7 ONLY WATER WORKS APPROVAL No Description Approved ev Date DESCRIPr10N COWTY BENCHMARK NO.00 0127 =LUX5. BRASS D /SC SET Recommended for Approval aPPr�ed 7 ENC /NI TAS IN A CONCRETE M ONUMENT x _ IOLAT10N 05 All 5011TH ALONG EL CAM /NO REAL FROM INTERSECTION sodivision Engi neer j D /$TiQ /CT MANACE/? DATE W /TH ENCIN /TA5 81V0 Engineer of Work 4-14-09 RECORD FROM COUNTY BENCH LEVELS I 0 V /C /N /T Y MAP - 9-u -Pq EIEVAT10N 241.360 DATUM us . C . _ t RICHARD A. ROBIN R.C.E. 2133 NO SCALE DISTRICT MA/VA6.ER PATE ,t FILE N0. t. g {� fir. ii° 3 • � �� j . 5 j A { �+ _ a... - -. — wllrafw� �f?��� wwz-- af>•ar_— � r11w1sf� aft• —Q NLOdUL ONES I M == =M as a�w���— —i' � — __- - r °�i' — ■ rrlwaara�r;V �� Si..• � af>• — ar arw =— wr. •.. IIrTf a -- a � _ U NES C O � S. 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Lct C-ox --- fjw tol e* y \ \ Tip \* Lf N \`. - - - -- - - - - - - - - - - - - - - - - - - - ` Z ME L- I N C _-,- - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - 3C 27 26 MA P N. OF COUNTY OF SAN DIEGO TRACT 3761 SHEET 6 OF 6 SHEETS AMENDED MAP v sco TABLE OF AMENDMENTS C11,4N6=- 3NEET 0.4r,,4 P8R C//A % ✓GE S fiEE T /0,4 1 .4 PeR NuMf3�R NUMBER n d P NvMf3�R /�9Co CNANGE/7 TO Z �►E�y�,�a ,-TggR NUMRfR MAPN(/Nlf38R /GY�9lP CHAN6E� T� NU NO2 °/7'30 E 3/./5' NO2 ° /7'30'E 8085 ❑ NOZ ° /7'30' 80.52 ' it/02 ° /7' 30 ''E 78./4 0 3,5 Q = p / °5J'Oln L= Z B.B 3, 4 cr' �P= 833 - — d -- , _ __ N 87 ° 42'3o ' w 8/vOYo' ® 3,4 (AO/JEt�] N// 04 'OB' 4&. 00 4 N87 00 ° 4/ ' /w'' L 42 30 W 85.00 'P= /7 = %f�- v0' �?= 833 - ¢3 3 d : G ° /l''O" L = � � ° ` -- �/OZ ° /7'90'E 50. Z°J' ❑ d -Q0"41' L= /000, 3❑ n( 02 °1:7' 30'�e - s 0.44& 0 D = 00 /8 L = /3 3lv R= Z/7 D =Z1`17 L = Bl�COlo /P= 2 /7 ❑ 3� 4 = //0 ° 3/'54 'L= lo3.Colo R= 33 d = °J5 ° 45 ) 'Z7'' L - - "�,c/ los. / � a � ¢ - - -- �. 89 OJ 2 3 , 4 - = ° 0 5 OG'' L = 4 /.°JB R = 2/7 N8/ ° 53 to 03'��t/ 43.54' ' - - - - -- 4= 0/ ° 4/'45" L= &.42 R- Z/7 ' 3 5 N 99 ' 0 17 '41 "kV -315 0 3,4 (Av _ - -- ° , (AI,ZvE,DJ - N 02 "e 1050-77' ❑ 3, 4 N05 °23' 4/ "'W-&Z - 50 1V 02 // 40 W 002 ./3 © N 7 ° 4 30'' - ":709? - ' ® 3, 5 (AlJDE "e O+v L� W ,35.0/ ® 4 N87 ° 42 30 W 90 8 � n W 9 5 Q = OZ 17 S8 L = 33.43 R = B.33 N/4 /l0 37 E w3. Z4 __- ,0 3,4 A/ 05 ° Z3 ¢/ '!•c/ &Z. /2' N05 ° 23'4/ "W 102. /Z 4 N87 ° 4Z'30'W 90.--y A1 87`4-2' :50"W °�95' - — - - - -- N// A/ 12.38' 04 L- Co2.G5' iP =833' d =/3 ° 2/'38'' L = 410.!04 R= 2Gt0' - - - - -- - - /4 4 ('A D/OE O) ti/ OZ ° /7'30'E 3.3 is 3,4 NO/ °25 °55''W &2.9 ' - _ N05 '!N l08. 40' - i� ¢ N87 97,'201 N87 °42'30 W 87.00 d =GYo ° 52'34" L= 30.100' R. Z55' iB 4 Q= 0/ ° 04'OJ' L =/554' �� 3, F✓ N0Z 0 55'04 "E Co% 75 ' NO2 C75'04 "E lo% 7Co ® 5 NB7 ° 4Z' -30' 9/.97' A197 42' 301V N /O °50 34 "F /O 94' , 7 ' 40" L= l02. Zi 5 d =Gt3 °05'4(0• L =5/./3 R= 3!0/.83' Z2 5 N87 ° °42'30'c/ 870' Al 87 42' go "P/ B1v.42 ' 23 :3 5 N010 ZB' 47'E &Z- -- 24 5 N87 ° 42'30.'!x/ °JCo.1Xo' N87 ° 42'30 "k / ® 3, 5 . A/OCO ° Z8' 47 '�5 Co/ 34'. N OlO ° 28 '47 '� lo/ 82' Z� S N 89 ° 09' 25 "W 7.00 Al ° 0 9 '2 5 "A/ 10 4 ' 5 /t/87 99.00' N87 ° 42'32 11 W 85 Z% 5 C'A,D/�E,D� NO2 ° /7' 30�� 27 ® 3,5 1'A0/5,6 d =// ° 59 ) '07' L= 40. 7°.J 3/ 5 A/00°50�35'E 9/.55 /V 00 "35 "E °J0. 05)' 32 S N8J ° O9'ZS''t�/ 5800' N8°J OJ'25 "w 5740 - 3 c 52.Co7' R- 3!�' Q =� / 2!0 L = 52. R= - NOZ °/7' NOZ ° 17'30'E 5D.52 ' ® 5 d = 0/°59 'OCo L = ZB.B�o' R =833' © 3,5 A/00 ° 50'35' - 9/.5/ ' A/00 ° 50'3/ 'r- 69.7-2 37 5 N8°J ° O_O�'25'!c/ B3.Co3 ' Al 8°J Ogg' Zg Cos /4 ' ® 3 S )/80 Z5 "w 8 7.5a - - -- �/� ° off' 25 87 50 ' d -11 %3" L = 35.8 ' R= N 89 09 Z w /2Z. l03 ' Sf�OLOERS � 5.4/V�ORD cJN. /OBCoO� 26 27 28 29 SHEET 1 OF i SHEET i 22 23 2� 2-5 t i , f 1 N81 °42'19 "E (R) - tI 13 �• W 1 `♦ a = i7 °00'0i" R= 456.00 L= 135.30' p m h 1 R> 42 E I D 1 • , l N25°20'39 'W 1 5 �o•'k/! Nu 8° '20" • V cy Al 26.68' �� ° og � 110 .97' 'L O �S�w D =09° , °"� O � 05 24 R= 2011.13' L= 160.42' N00 °23'04 "W 101.76' 14 R = 4/5. " N08 42 20'E7 110 I ( v 6'O •00 L = 6 031 60 ' . 97; - _ 4a9 4 ;41 R =1052 1 ' - L = /53.52 ' N00 23' 04 101.76' +l`� ``�O0 tp f ° Nom; ° N19 25 44 W(R) 0 /v •y I v ctjN N% , .� - 49 of , 4j♦ o,,fl 6.56' e �' i CD I • �� _ __ Alk5e17 G /''W ' Q o a }��. t5 ��� �MHn� � � p \ � 17 A l . *! � / W 3 . �� 1 �L or-- VA ZA- - rt-1� Ck) X03' ! 2 1 1lp — kTA CAIaS A 5C- 15 Z. T 1 Q 1� 12 11 I 50050' 35 "E 3 1 w Ala IV4b Q2'/9 E Nom; ,3 I A te- - f A K i 5 x.00 a- v cm 1 1 10 I vy ON l u 5� o�.;l a , 1 ,r-v Iry 0�� 5 • CALLO � co O�j °t0I 1 Go Imo" �' 19 Z 1 v Z ; , I 12 t , 1 I , acv i s i j a a c 34' 1 } 1 04 ' " �°i40POSE0 AMENDED M,4P OF '32 4. Z7 ' _ 10 ' 1 � 1 �# 3 AIM Z7 "/:% "E � f f in O COUNTY OF S1 4N DIEGO Tf7�9C17 3761 Co. � , _ N O T JCal ,�_ A/D /'48' "E<R) _ Z NB9/74/ W co - Nom. /4 "54 "E(R� F-�` Z 1 a //O / N n 32 " 4/ l✓ 400 " I �— 1 1t" 30 t cc Q ►► J.: /O 37 :32 1 Cc H � 1 t ` J 31 1 A/00 42 %� �E R= 220.00 ' 1 l 1 U 07 1 ►sn ° �i 1 3.510' L = 40.60' 1 i U) � 1 0 t° a i� 1 _ 10 J Z W i 1 21 v L) CQ�QV I 1 R - 450.00 ' s { 1 a =3D.47 ' T CURVE _DATA _TAoLE >- W O cc •{- i - i �+ 1 I Curve Delta Radius Arc Z H cc Number Length O 1 ° m _, _ C 1 6 224.00' 24.62' X: H w w r+-il �° 11 in j M cal C 2 11 192.00' 40.16' 0 N o�1 - � -� I;� J t°1 ` C 3 11 °59'07" 226.00' 47.28' U 3 D 0 11 i a l I; N 1 N1 C 4 11°13'13" i80.00' 35.25' Q Z Z 1 I I C\+ z I �, �I 1 C 6 ii° 13' 3" 214.00' 41.91' 0 t a ,-j � i 1^ I I C 7 24 °24'15" 84.00' 35.78' 1 = W a I to .n 3C 1 0 LL H �O� • t► s 12 NI N Q 1 1�� low �-' v la.� o, o+ i .J A I 1 I e� -� o 5� o `!' I� o I o I 1 a. Z v IZ r� � 3 � a ;U ' ° 6 coo I OD s 04 t � 1 2 z� 2 1 7 z z V. 1 r 1 I i Z 1t �9 , �0 1 04�OB _20' 45_R= 258:00' N e 34' T ~ � T Nl 00 1q �p9�O•��= �--- NO2 °17 30 "E 115.53_ — R =45.94'.,,x! 4b �� ` L= 114.13' 1 � — 6 7 "E � 1 ��y — — r — i NO2'iT 1 0 o =i3 2i' 38" "W ; p3' S5' 23 • _ - , C2 _ - _ _ _ 80_8 — — L, ' O ♦ 6 • 4 OB R= 224 ^ 00 — — C1 N � ti� y� 9 ' ♦�..� this " - 21 3Q N11 0 p0' I -,. 1q °16 37 "E • Q /h = .a - 0 46 • � — L =54.43 I' — NO2 ° 17'30 "E 115.53' R= 231. — __ I Io 63 2q I S , 7 ter _ _ 1 ....------------ - - --+— =53.8 _.r % N �r— C3 NO2 'E ,261,,4 1 v O 8 r' I M — _ _ 80.85_ 91� ' �.� 1 to R " o NO2 E 15.50 . LOT I a° ti N87 43' 12 "W 5.00' ii it ti CD 1 345.12' Z I Z I 17.50'NO2 016'48 "E 15.50" ..�a NO2 650.68' 285.56'�e Q U_ A_ I L G A g D E N S D R I V E T. P. O. B. PORTION OF WAIL GARDENS DR B' � IVE P O• — DEDICATED PER MAP NO. 10096 22.01 1 NO2 0 16'48 "E 650.63'