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307 GENERAL NOTES: 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF IMPROVEMENTS I ST OF THE FOLLOWING WORK TO BE TRANSPORTA TION FOR ANY WORK WITHIN THE STREET RIGHT-OF-WA Y. DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. STREETS AND STANDARD REFERENCE DRAWINGS. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUNDS UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE REG, STD. CONSTRUCTED., CONNECTED AND 'TESTED PRIOR TO CONSTRUCTION OF BERM, WORK TO BE DONE DWG. QUANITIES CURS, CROSS GUTTER AND PAVING. 5. THE` EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES DESCRIPTION SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE I. THE CONSTRUCTION OF 3 OVER 6 A.B. a 3 OVER 4 ° A,B. 7,640 15-F RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EX /STING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR 2. THE CONSTRUCTION OF TYPE "G CURB d GUTTER (6) G -2 1,757 L.F IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE °Xn "CI.PP of DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO S.D.- 3. THE CONSTRUCTION OF 96 C.I. P STORM DRAIN OR 84 R.C.P ALT. 403 L.F CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 42 11 to EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES � 9.D.� 4. THE CONSTRUCTION OF 42 C.I. P. P. STORM DRAIN OR 36 R.C.P. ALT. 1,112 L.F. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EX /STING - 5. THE CONSTRUCTION OF 18 C.M.P STORM DRAIN 10.2 L.F FACILITIES. - 6. THE REMOVAL OF 24 C,M.P STORM DRAIN 5.3 L.F. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 7. THE INSTALLATION OF GUARD POSTS M -9 3 EA. COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 8. TRANSITIONAL PAVING 1,640 S, F. "UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN 9. THE INSTALLATION OF STREET TREES 60 EA. DIEGO GAS& ELECTRIC COMPANY. 10. THE CONSTRUCTION OF TYPE to B ° INLET (L =4') D -2 I EA, TELEPHONE:222 EXT. 543 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 11. THE CONSTRUCTION OF STORM CRAIN CLEAN -OUT TYPE n A D-9 5 EA. TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATEHIS WORK WITH COMPANY REPRESENTATIVES. 12. THE CONSTRUCTION OF 4 "P.CC. SIDEWALK G -7 22 7(000 S.F. D NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE •.:,, "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND 13. THE CONSTRUCTION OF STD, SIDEWALK RAMPS G-8 I EA. APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. TELEPHONE: 298 -0595. 14. THE INSTALLATION OF STREET LIGHT (250 WATT) 7 EA. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. P .: i . °." .r; .' 0 15. THE INSTALLATION OF STD. DRIVEWAY G- 14 3 EA. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT II 16. THE INSTALLATION OF CONC. LUG D -63 5 EA. T. M. - CABLEVISION TELEPHONE: 746-6666 R 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON 17, THE INSTALLATION OF 5 DIA. GRATE INLET I EA, THE 'AS- BUILT" IMPROVEMENT DRAW /NGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED 51 & VARIES j 18. TRANSITIONAL STRUCTURE -(FROM C.I. P.P. OR R.C.P TO I EA. TO THE COUNTY OF SAN DIEGO. D. B. L. 6' x 6' BOX) 43' 8'8 vARIE B.D.- 19. THE CONSTRUCTION OF 84' R.C. P. 16 L.F 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STRIP /NG LESTROYED 84 °eci? STREET MARKING STANDARDS: 41' 2 1 PAINT APPLICATION: 4 - 7 MILS DRY THICKNESS - Z� 7 � 20. THE CONSTRUCTION OF 36 R -C.R 28 L.F. 3G RLP BEAD APPL /CAT /ON5: 4 - 6 LB. RETAINED GLASS BEARS PER GALLON. 21. HEADWALL REMOVAL (PARTIAL) 15 L.F. 5 1 3. ALL LIGHTING DEVICES OR COMB /NATIONS THEREOF ON A COMMON FIXTURE REMOVE EXIST 6" °/ THAT ARE TU BEPLAG IN THE PUBLIC RIGHT- OF-WAY ARE SUB ✓ 2 O ECT TO A.C. DIKE �. 22. SAW - CUT PAVING 1, L.F- THE FOLLOWING CONDITIONS.' SAWCUT ' EXIST. A.C. PVMT. FCC SIDEWALK (I) CUT -OFF LUMWAIRFS SHALL BE INSTALLED WHICH WILL PROVIDE TRUE 6 / ° � ��_ � 23. A.C. BERM REMOVAL 678 L.F. C 81 6 TY G" C. PE \ NINETY DEGREE (90%) CUTOFF AND PREVENT PROJECTION OF LIGHT = � � � G" G. PER G -2 24. THE CONSTRUCTION OF 24 A.C.P. STORM DRAIN 60 L.F. ABOVE THE HORIZONTAL FROM THE LOWEST POINT OF THE LAMP OR LIGHT EMITTING REFRACTOR OR DEV /CE I FEATHER AC, AS NECESSARY FOR SMOOTH TRANSITION 25. THE CONSTRUCTION OF CUT OFF WALL G-22 I EA. (2) ALL FIXTURES SHALL USE A CLEAR, HIGH PRESSURE SODIUM 3 AC ON fi DISINTEGRA VAPOR LIGHT cuRCE. - D R.S. 458 -66 GRANITE BASE OVER 9 (4 NO MERCURY VAPOR, OUARTZ, METAL HALIDE OR PHOSPHOR COATED NATIVE 995% RELATIVE HIGH PRESSURE SOD /UM LAMPS SHALL BE INSTALLED. COMPACTION 14 ALL DRAWING REFERENCES ARE PER SAN DIEGO COUNTY REG/O/VAL yq[,F STREET SECT /ON k\ k STANDARDS. �� ENCINI TAS BOULEVARD �� � e>�� n A o NO SCALE to FiW Z S• SITE �`rn � N 60', 30' 8 20 = STA. I+ 95.96 TO 5 +68.24 z Z g4 STA 5 +68.24 TO 7 +74.75 VARIES in /HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS M = STA. 7+ 74.75 TO 12 +49.50 7 / SHOWN ON THESE PLANS WITHIN EXISTING COUNTY R /GHT,07% P 36' VARIES 36' /�/ WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION Z e / G PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY G7 V 26' VARIES ' ; i� II - BUILT" NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE t C AS !S I 10 20 (EXIST.) VAR, 20 (EXIST.L I AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH Q •THI$ PROJECT O ND Y CON 70L d Q VAR. DOUCgL.A W. MA-S!5014 R.G.E. 17704 GATE OWNER: Z V Q 7• OVER A.C. ELAY EXIST. PVMT 8i BASE FOIZ MA ON AMOX, INC. G7 5.0 VARIES I : ADDRE ' M ` ft� 2 %t \ J I /GOZ (� -• PC,C. SIDEWALK FROM STA. 1 +95.96 TO 5 +68.24 B ' , '�� z ASSESSORS PARCEL 258 -121- UOI 1 2'38 - 121 - 002 r 256 - UO(o 258 121 -UU + pq it 7 +74.75 TO I 49.50 pry iyi 266- 121 -ooe, 286 121 -OV9 � � 3" ASPHAULT CONCRETE OVER - 1121 , D -121- 023 CONSfTYPE 'G" C & G. 6• 2 56 25 DISINTfGRATED GRANITE BASE Q PER STD. DWG. No. G OVER 9 NATIVE SUBGRADE D 256-121 -U2Co RELATIVE COMPACTED M N TO 9590 TYP ICAL SECT /ON - WESTLAKE STREE _ KEY MAP PR IVATE CONTRACT � ° =200 PERMITS SH ET COUNTY OF SAN DIEGO z 3 � SCALE;I NO SCALE DEPARTMENT OF PUBLIC WORKS SHEETS a F ENC � 1 ij �' REZONE PERMIT NO. NIA w 9 s o SPECIAL USE PERMIT NO. NSA NORTH COAST a LEVARO � co �^ cn GRADING PERMIT NO. (• °�bU4 •7 a -A f 1'5 FLOOD CONTROL DISTRICT SEWER AGENCY \RA TER AGENCY CX LX%JTY APPROVED CHANGES BENCHMARK BUSINESS PARK rn 321 -1685 CALIFORNIA COORDINATES W S/TF. SAN DIEGO COUNTY FLOOD CONTROL DISTRICT ENCINITAS SANITARY DISTRICT SAN DIEGUITO WATER DISTRICT No. Dmriyuon Approved by Date ME DISTRICT MANAGER SUPERINTENDENT OF OPERATIONS n u DESCRIPTION: 01tG0 PJ.M.#U.C. 00&D ENCINIIAS w «enHn.nrde« AMr t DIRECTOR IQ A5 BIlILTS �w ( lad -B? # 11 .x. -.� ac V /C /N /TY MA P N CUR. IW MELI�A REGAL R175. 1 2 I.C. �y� y i LOCATIONJ WfU 01" REGAL RO. 10) N10MEL13A Rf� wwwlslDNENGINEER Dr11ECTOlIOF P 0 IV0`,9CALE APPROVED BY: APPROVEDSY: APMOVEDSY: L5 N.E. UP G�TUI5 r P481202 Enpinewofw«k: ck.ekdw: Y.1= LAJ DATE: DATE: �� DATE: / ELEVATION: i8f -65 rrr��� is Ac DATUM: u.�.c�.�. CG -1950 R. c. E �z -.+4 -r'7B� is W FILE N0. (30 ✓�J i a1 N� 4- _ of L _i +N ° 'C ed + L.F w >> H16 10T CURB it r 40 1M 1. 9 GUTTER offTE + AT 14 J \� U% t uj — Lu • V c im ri or . t'llli +. ��� s O lt iV� N * O.5 ° le r t ku Z + s �r ' 3! Tofp Cum +46 40 14S � + � VIN U% ci r V /f4 E-xP3r cuom GUTTER � /4 0 r 61LY CUM � F, p 0 AL 1 5 ICo I7 18 I°1 ZU 21 22 23 CUR1 # GUTl DATA No. DELTA OR 6RG. I RADIU -✓ I LENGTFI I REMARK-5 I N 53 0%" E 58.'1'1' TYPE "G C 4 G 2 A- A-W O ° "64 .00' 6 eo' TYPE "G" C' #e /41 hK6i j aC A 0)o 0o oo R= 30.00' e� _ OAT'A L- 4'1. 0 A -40 *0& 14i ����_ ^ '� R= 800. UUi r f to i c0 - y Q3 +Ug.W ENCINITAS I►JWD. CU12 / i 13+22.50 WG�TLAKE �T. ,? SEE xWIMR PLANE S, • / ,Glo lJ �� Q FOR DROP MLH. CONNECTION //NUU C k � 1(p �� ° el / EX /�r. S.L. \ ►;.. ` X � ��• ,�U' CUNST. Corr). 5AW CUT E 151 A.C. A C ?•� A Z N X w FC/T1/ �- O ✓1(OEWALK I?AMP I°�T. P� \ Fkr I'VM'T. TU PROVIDE • MAI I � *, 1 �(4' 'a a �' wATER ��.4� -(� N �� Ir�EWALK. oc C \ Z V �y x „3 sl ,� coN5T. -rrt;E "13" "AS- BUILT" t� a EXI t Z !► I CU121'5 INLET I�t2 0 v.G.P. ri / o , \ �� p•2 (rorZ S. D. 0 N' Ui� • " '� 9 Ifi -s2 a +' �R \ (� INFORMATION �jEE W. KA*50N, R•G.E. 17706 DATE t ri) 5NEET NO.4� 3. ,� �_ �, 3 FOR: MASSON AMOX, Irl � UBLIG � ...;µ,L02 �// Jr t-�V \ _ r F g ,A T, M c 0 � G / L_ —I poC . ` 15 - U32'SI 7 a I r4 I t - 2 � I � � t A / CLEAR 5 A�EMEN R 24 = E /. # \ �P:. PRIVATE CONTRACT Rf�• G J - 2CJW ` � �I �p , r 1 I 0 _ 1 SHEET COUNTY OF SAN DIEGO g FOEPARTMENTOF PUP WORK6 SHEETS a PLANS r oR THE IMPRw M MNT . r QCJ \ � / i �r �— -_ r I l� = - -- _ ENCIN ITA45 ftVI:). I J CXlL1fVTY APPROVED CHANGES BENCH MARK rrri PLAN • ENCI I tTAS P�LVt7. N.. Doc , iPUo. - Approved by DN. t7RAINACiE EASEMCNT GlDK -ATED TO II I 'AS -DUIll DESCRIPTION: * O.C. V R••M.,.d./ forswo..lt Ap.n. t PRECI" SAN DIF-40 COUNTY FLOOD CONTROL e)CAL.E . I =40 �� � f -sl�f? r.WCiwTAO. N.W. CoR. INT. MELP!A ♦ RCGAL 1 Z I• P. 2c L r 1 SION DI'STICICT PER MAP Na LOCATION: 13' Wig 4: Or REGAL RD. 1 N10 MELBA su VIt10N ENGINEER DIRECTOR OF IF, vro RKO oC 0 AE f? ; go, PROD. 1.5' N.E. or STUB RYE R 481202 E '�"'' of ~k: Chwk by: W Z 7-11CRnFrf Wwn DE �, g 1 9E31 eECOeO FeoM: J �(� A,,..yal d CG -1950 ELEVATION: IAZ.D50 DATUM: 11•�G•' MICRorll M W 0• r, .: FILE N0. . ,A JOIN ExfST• IB "G.M.P 1 USE O PtfANt7 COUPLING WI 0 9 1 1 MIN. CUNC.COLL7A � ^ O �.g� �� O P to O PER 5T0. I7 -(dZ �P -. 4. Q G _` + + 5` \� 1o. L.F. 18 G.M. O � _ ` N - IV Z°�' /° ^ + _ co \.I. PP�,2.fYl'� O 6X14 PAVING 4 J -- " - -+ �II p5 V•G• - -'-(� (psi 1 V e g' ��' Q - TRANS. PAVtN6 16 G•M.P CONNECTION r y NU gGALE + 00 � � � �Af�PRO)X- LUGATIUN OF EXITING °.SEWN? I4 w vc Ito s ± s lu - o T Q REMOVE 5.� OF EXIST. (P TYPE � G" _ w 11 N 24x GM.F TO JOIN CLEAN GURF� IL !�� 150 ----- �� �� o► _ c� ou I.E. - Io3.�, . / tbo - d P 40 F ao = a 5 ti EXTI=ND EXIST. �N J V3 ® TC. V F- n� J t j p N C•M.f? �,UNNECT t" Caeo d TOP PERM r� �' Ilk � �? a TU PRUF�5F-0 GLE°ANOUT �j;o � / O � r � + � + c� V 1,4 - ILJ V U AT 2� °/o GR /_ TAI`l. t0 ; N + d t( O �- an 4f! r V V to V ' COTYPE "G" .J �' /. r C t5 gi tEET U y ► + r d a �'� GURv� i r (oc►• �' ? RIGt Ir r KOO ,� _ �� (7bP) / . . n _ / z� Zoo' v.c. 11000 LT a p - +- J C FJ ALA 3 V - a V.I? 1. - 1 'n. rx) r uq "GO. N F A. �• + J �- Q t : t- SrA. • 4tcx L 4' _ ° '� N + Cep AG• PoCKM J- d 40 + �p� AN. U G NR.GP -4- g O 6 d i 8' r + I C' FOR BNB _. 9 gEe rx IL "P711 E y. 1'.K3 o.g °,t �.8� b , aeCl e s o s 4. THIS X31 I r LI=FT ILA P.P 3Ud 3 . p AL1 + LT WIZ �vERT. 1 " • g t C• . ALT• JR 42" C -1. ALT C � RAp 13� 2CX3 v.C• �G Ib %.02 I ap y. .PI. -Ko2. CUNN A. (i'� U EaKA 13 R� � 12 II �r10 + O °� �$ / 7 CP 5 4 3 2 E � J � 10 TRANSITION FROM 3 TO 4. 5' P.GC. 51pEWALK } ��� ���' FUTURE R /w CURP511 GUTTER BATA �EX15T. 145 P A NErJ NU• DELTA UR PIRG. IZ/\fDlUS LENGTFI 12EMA1?KS - �, e (��� �Y CUUNr of zAN DI I� Qs O�U ° UU' UU" 30.00' 41.12' TYPE "G" C. # G. s 72 WIDE PUBL 2Q N 3C0' °�' 51" W '4.11' TYPE ' C. 4G. .IG RI HT -OF- ¢ / �l - WAY PER FILE No. 02- 190 940 h 5 Exler. 2s4 GM.P RBGOIZI7ED JUNE 20, 1"Z TRAN5mot L V / \ � D= Zv ° 5Co' OCD" 424• .00' I�19.32' TYPE "G" C.4G. 15ECTI2UIJY ETYPICAL / ��1�.8 BD \ R/W DEDICATION : ® N 12 °° JC)' 32"W 1.40' TYPE °6" C #G O �(/ DOC.* 01 311285 D ATE: SEPT. 30, 1981 Q- 14. 'cog eiv).W' 135. (05' TYPE 11 C #G. 10' TRANSITION FROM 45' © Q =5 [X�" % %4. W' 95.42 TYPE d6" C. #G. m 5 PGC. zIfDEWALK 1 A= 102 UU' OU" T /\ �/ �I. 04 I(D2.U1 A.G. I?�EIQM • V/ NST. 7 � 'I � 1, `� u 1 II 1 Ic a" CUFZI3 INLET L 5 /� Ir G D 9 \ �4 ALK ® d -CDU 3U UU 200.00 ZII. hl TYPE c C 46. N ' �� \ \ r h'` p 10 1 510EW Q= 24 ool' 455.00' 1 TYPE " G " C 4G 14 PER v-12 � = m / P � \ i jo � \ '"ham \ \ \ 4. END q '' S yJAU / ( /F•` j t g to s\ �� Z s m � \ mil C71N 3' RGG SIDE l0 N22 °05'48 "W 4.85 U°A.C. 13CRM n j X �b x ^r� / ��C 4 -� -• i��� O m O N Os� � \ AD \ C NOTE: \�� o� \\ �� \\ c W R FU WATER D , FIRE HYDRANT RE ANT 4 FI oEPART / / �p °� ✓ A ¢ 84' WIDE IRICEVOC. �' ;e� g / g '° CONNECTION INFORMATION, REFER To WATERLINE to �•p�,\\ \ O � PLANS. � • /t Z * /o C \ \ j a s �20�� \ SEPT 30, 19s1 ��� �' \ v Z_ < . r c of z' O , 1. 6 0 \ \ '� F Z �4L� �r o \ �°- HANPHOL -50 �SIG�iC TRO. 3 AN5 R FOKHM �' \ \ l \ 4 �U ♦� 9 L7 Q V S y ,.• L ^ \i l o z � \ M 5.R[L - AFK KMER N2207D08515 C� lRAFPIG� \ n v O \ // GUARDRAIL 05 ' Z - c� 13 /x��. 11+5 (0°� STA. PAR STp. \ ? PE "A "co. PtR D \ / OwC4. M -7 AN5 3t22.5U T LAI<E ST EEr Ie ! 4•o3 T.G . O 6 W/D � �DER4ROUhlD BLECTR/CAC. / / �I % fR IN-; 1 (� p 51t7EWAGK I d, \ / p \ REFLECTOR Fb°�T5 z 6 23 +05.00 NCIN'TAS P�LVD. RAMPS \ CASEM v No 1 2 EA I ? \ 5TU rl M P RA I N \ TO 7X1000UNTY OF SAN O /EGO/ , \r ` �_ 4 n �� / 00C.4- 16- 032 3 1T MAY t as O �GMeNT PER PBR F /[a�N�, B3- /d1/23 REtoeoE / h � \ 3/ / 8 /� 2�f �P 3 _ a• 0" S���� 0 9 15 \ \ ' �\ // Y Q /S q - C II, 1 i "A \ \ / y 3+'14.�lO _ PRIVATE CONTRACT : - -� GUT- UFF �Q i 2 WALL SHEET COUNTY OF SAN DIEGOC� 'Z, t STORM BRAIN DATA ``; PLAN • WE5TL4KE STRCET -� �� 4_ O PER G 22 DEPARTMENT OF PUP�LIC WORKS SHEETt at NO. DELTA OR �R6• RA01U5 LENGTH REMARKS CENTe LINE DATA SCALE: 1" 40 \ f� � p N PL ANS FOR THE IMPROVEMENT OF: I N35 ° 55' 11" W 85.81' 4211n.PP /W9 -PALT. NU. DELTA OR P..:1RG• RADIUS LENGTH RE - N MARK 2 A- 15 1 ,00.00 , 21.51' " " � N 60 "W H(-).CPO' 4r. 11 A5"13U ILV \ \ NN WE5TLAKE STREET � N20 ° 01' 29" W 117.15' " " " " I' 2❑ d >20' 50' OC1" 450.00' I%9.32' If , 1 MUNTY APPROVED CHANGES BENCH MARK N N N N 12 • �0 I 32 " W o. C►5 1 .0 " (,(/ 7 - Il/ -a2 No. Dntription ApprovW by Date ME 4 d = 18' 28 „ 100-W 511 , N n © - 1 • 1 e I , , N DoUCqLAS MA-0150H, K.G.E. 17706 HAT GHA NGE PAVING AQEA A5 OESC RIPTION: m ew cc). PJ•M• #`U.C. CX)ZCD R•eomm•nNd for approval: App.ov 5 N 23° 25' 51" W % %• 27 " " " [41 d -4 45 Ic0 493 •UU 12(0 IQ M.P. z FoR: MA 4 , 170 H AMOx, INC. sNOwN. (-5TA. 5+G8.ZA• To ENGNITAS. N•W: COR. Wr MCLF!7A*gEGAL RCn.M 7yp Q E. ��+►wZ� p�. _� --^ (D N 23'25 51 "W 1 " LJ d - 5 ° 50 , oo" 1020.0c) oJ'T.°l I' " ° 1 +6 -) PAVING SECTION LOCATION: 15 W10 OP REGAL R D. 1 N/o MMV. A SUBDIVISION ENGINESRI DIRECTOR OF pu PSLIG NfORN6 y 0 " -- ESE AS 5HOWN ON 51-IT. OC 24 48 w 73.54' " " f0 d - ► ° W' UU" 110- U' O 200.51 ' n " I ./Cd�..e O - J s Rr7. PRUn I.ai N.E. oP °�ruP� PCx.E P4812o2 E •t >•rk: cn.ck.d b N W = ❑ _ STREET SECTION. r - - ° 1 n 1 1 u N " -'t -� :.pprovI data: RECOROfROM: z Y.1 a 4 25'09' 13" 100.Ob' 43. %U ' 7❑ d- UO 30 UU IeU. CX� 1 02 A5 81IILT5 - N 0 18' 25• E --+• �' gl:�' " " " _ • 1 n 1 � 11 a ELEVATION: Ia2.8sJU DATUM: U.5•G.S. Q7� �- CG - 195 Ca ❑8 d 24 UU OU 4�5.0o 162.2, AO OBD ��osEMC r w -TSB p c. E. 1'1 c� ,iz- i4 - /9�/ W d V / f l h•• Ll lf. i. .. FILE N0. Nslt:ktil {+��_� J•N -U1Co d- 8 JI-C VZ6 5 lu IL t FINIC 15URFACE 7z ISO z Q E7eE PROFILE OF W w - MM401TION 6TRucruRE 55.00 AT KI CIHT. c Ml 0 21uib CONC. C,1?11�7 WALL-- 146 40 al: Uj maku L 0 -1 Q 8 4- EL tL >: T . , Z 140 1 1 0 j �i uj 11 c -�P. p 6 1) 140 it to uj tc c) v 1) 111) rid Lu 2 W or 4 2-1-6 Ll 9WA -C-P > ju CL c 412 + Z m a 0�2 C At \ Ato PROFILt-TI dE*IEET 0400TALL ID z OF PREeCRI&E 0 140 Q Rpe NECIEepbARY < 4- p '40 O IKE J1 N - H TRUC A UZn + !9 oll; ID:z lu:�i L —7 z Q It �) j� + li� c6/ kv. 0 130 olu 4- 4- + Z 0 0 "'eliktir Ot :Z%b� 51 eL=E M-TAIL OFF 0 A I q 1) . - —A cowNecnoN or- jxl 0 X# 4 TO 64 7RAN TO i EXIeTIN& Illll .2 1 A ON-451TE 24 A.C.P - PROF:ILF. 1. 2 5+01 IL p FWOFIL ........... . . .................. ........ ...... W� I iiiiiiiiii WD 0 .11 -I i6CALEl Ill 10. , 4ll % 4 (D- �4005 120 L r. % R.C.9 z QN-eprM 24A.CPgf 1+4 FRQMLC- 40 d% 0 --�; Z 1 20 5 4 15 Cp NOTE: FCW KvEINFORCIN& r= IN TWANeMON L1 51zE � Fop i-2'x& i?cb. W/20 GOVEI? FEW 6TATE "AS - 13LJ I LT OP CALIFORNIA DEPAR"TMENT OF W. rRAN-5PORTAT 6TANDARD PLAN D&) (JM4. ID81) PoUeqLAS 1K HA,ep K.C.E. 17;70 MATE 0 0 FOR! rlllli AMOX INC. 0 + to C 0 Q tp ll3 0 A C) c ZZ uj 0 s l r� -Z ca %3 116 0.- z 0 A z N to A T' CON51RUCT 00L.Iftlt N' 0 6 - Y— Dox CULVERT' -4. 1114 4/ to ILI TZ). S '�, PeF? ta REGpioNAL IN 91 DW&, 0-7 A vc �jp --- -p Re a 15 X I ff �V-2 " EXPAN-51ON JOINJ FILLER& [Or- ---�LAP- f WALLIE7. 15 A -J DATE: ]DAR-5 C ib" O.C. CONTINLJOUE�, z 11 �%70po W THR? JOINT (? Tt)F ll t o 4 — " WAL --7 Ar rX)I IOM A- -P 42. 24 er �elli I --" 0 6 41 l A e k XE re L oft�-x Alt L- 2 10 " 1m) I ILI I — Y IN 120L.F: T1?AN5ITIQN '5T R U G T U r%-"E DETAIL OF P`Re RPE -0�5AFZY TC) MAKE z ------ JOINT WfTFI C.O. z eTORM DRAIF4 DATA IDRANAGE 15 . "I - 4 z HO. DELrA OR RArl LE!NG ReMARK�5 t 4 Z r_X-")C. a)- 1,7,215CO6 V- PRIVATE CONTRACT LLev. D-16 5f-0 bt&IN 42 6.1-PP (Q 14ao) 0> tl!'40)'E 21-lo-151 0)(PI cl-pp t() 12*87 JNV ELEV SHEET COUNT OF -5AN DE90 76 Y L9 Ef4r OF I"LlIbLIC, WORK5 z , z A=Aoop # FZ . �,jWjrM�N .3 w 60 4DO. 161 � Il l e T Tf-1 17RAINACTE F-A->EM N ;&N eU I T PEPICATF-1:7 TO 4 F:Z.,2W.()0 C4)NCRP-T COLLAR -1 �RTAIL A-109'240*22" Owl '2151.9;6 15AN 0196ro COLIN FLOOP CONTKOL N7 L-P52. 5TORM DRAIN PLAH tl - 70* 'eP-3 I50J I- At.40' 171 PER MAP NO. FTHCI�4 ITl FbLVD. W.v��6 42 pr APPROVE0 CHANGES BENCH MARK PLAW '5TORNI DRAIN- ENCINITA""i e)L\/D. No. asuription Approwd by Date :E -5CALE-: IN -401 "A!�-PUILT-.5" I-1 DESCRIPTION: t6fl U=:) Co. P-)M, 0 0C. CX>20 eNL N I flecommendW for approval! App, *d aw I W.W. -COR. IWT mr-LfbA 4 RnGAL 1go-p- Ike i-p leer -lldl cn LOCATION: IV W 10 *- T?EGAL Ro. ly IN FER 1 PU r- Vl ) Nk) MeLfbA Rm 11VISION ENG Z= = Aitl!D 1`5�(: te)l tl oF - rzt)Lr- r4ll Y L Ll 2c RECORD FROM: Er4mmer of work: :hwkod b latt CG-1%0 ELEVATION: DATUM: Ll1,r0-Q-5- 'Ire Li X L C. E.j'j'jO(.0 FILE NO. INiX J. t4- 80 -0-7(p li L I 12 PARAPET 0uMIN EXISTING HEADWALL L(,0� IIT A�N�A, EXISTING FIEArJWALL Co'I MIN. REI eNT �Or �1.RP 1 4 p #4 EARS P P - 4 I C7 o� GARS O U" MIN. r7t ?3 \ �p G.�.PP O f } 0 4 HOOPS @ I2q o•G. 2 \ 10 %2" EXPANSION JOINT FILLER AT TOP 5LAP� 4 WALLS � - • .- • %'� MIN. \ ', . a '• 4.i � � f3ARs MAIN REINR�R M EN T -- \ FOR 7RAN5VER5E MZAN5VEI25E) LONGITTUDINAL EJNFORG MENT 42 R.CP• D f exieTfNo I�U6LE EX15T 64"R•GP. 9E?E D 7 Cn' xc,' R.C15- DUUeiLE O'x(4' -G R•��' 4 4 �►rzs PARTIAL PLAN VIEW AR PAR D TOW ION p� U�E(' b'-C RC. PS a 44 MIN. �2 # 5AR5 EACH * R� o� SIDE OF UPENINC� I I TO E INTO COLLAR. fEX15T. HOWL. e q r #4 6ARs 124 . . W ING WLS Q N4TTQpEt4R STIIfG �BP�L48, !k44R5 WALLS E30TTOM SLAp�. C ► v.G. �4 GbWELS 11 � 1b O.C. G I - _kj\ DETAIL OF STORM DRAIN IN AT 0 + 05,,± CONNECT oTION L CG C � C � SECTI01� F -F , NR�P 844 TRANSITION I TO EXISTING POufbL � X 0' R.C.g. CONNECTION OF 42 R.C.P TO DBL.6 x6 R.C.B. AND TRANSITION FROM EXIST. 84 RC.P. TO 96 C.I.PP. SC ALE: y2n =,' SCALE SCALE: 4 = 1' -0" /4 SEE 51 -IFFY N0.4 _ REMUV INTERFERING � 1i . CONCRETF P I OF R.01N. q 5' DIA. GRATE TO EXISTING R.0 & I I IU W1 IU I/2 2To- *1 x I NO SCALE j a5.Hr_AC? 1'2" u (TY(?) 1 M TUTTOM it — x p d � a e• � .. � 5TEP5 PER � •... •r-.. f, 0 -'17 P " W _ w �AC� 14 Q � v �� gA ��. �� R I AL w t m " _ PJ P l0 °. 5 DEWAL�RS�EEL v �- lu D n .o: , �T���A� �+ i C�iU7H ES �+ 4 •j + '� A.- F ' ! .. + O °i EARS E ACH FACE , 50TH SfDES. �. `t O Q Z _ OF COLLAR 12h i 14'1 #4 HOOPS Q o ' ' y • . EACH f t9 .. ; S SECTION D -D SECTION A -A EXISTING pOUP�LE ri :e.. ,.: .., - e �': ♦705' 6L. ' I -G (pX(y RGB. TRAN217 2TRUCTLIRE INLET AT 0 +05± GALE : 1140 1'-011 5C,ALE: 1/411 =11-011 oxi .I.RR #(� e5Ak5 (VERTICAL SI DEWALL STEEL IN RG•E5.) SENT IN7� COLLAR TYPICAL TOP t BOTTOM i 3 0 'Io I 85' TO END OFT 51T1 DIA.CAST-IN- TRAN S ITION FROM 6'X8 SECTION G -G r �. PL ACE PI P 15 TO IS x(0 C. E3. 42 PIPE COLLAR TRANSITION STRUCTURE PROFILE #4 BIARSd I6 O.C. SCALE: /2 += I' - O" SCALE: NO121Z. 1 VE9T• I " =4 ©� 4 IbARL5 & 5 O•G. AS - BUILT ti PRIVATE CONTRACT g � SHEET COUNTY OF SAN DIECaU Q W. ° 1-I10 -82 pEPAR1'MENT OF Pu DLIC wn1c b CTL.AS MA5 E r — > 50N. R.G.B. 17704 PATE FOR: AM Ox, I NC.- T STORM DRAIN DETAILS __. EScRIPTIUN �„ BMA 0 " ENCINITAS BLVD. , 51DEWALL�S IU /¢1 18q ,.: ; ; • > COLNVTY APPROVED CHANGES BENCH MARK y.l -TOP 5LAOb 12" 12N I q No. Description Approved by Do" *, 3E OTTO SLAB 12'/2" COLLAR IQ "A5- Wla;1" ,pqy p_u.�1 DESCRImON: �a4N DI GD O. M. O.G. 002a ENGINITAS � "mvrd`d Y'-"'I �p C p clsloN SECTION B -B SECTION E -E N.W. COR INT. MELE5A # ►ZEGAL RD5. I /Q I:P yx ,�(� Jmoc� p er.--r 2c LOCATION: 13' W/O 4 Rr RD. 19' N/U MCLE54 RD. suno NI510N ENGINEER DiRICfOR Of PU IC W ac K5 N C7 Lit -�.- a 1481 - WALL CONNECTION of *Coll C-1-PP To R -ce TRANSITION FROM EXIST. 84 ° R.C.P. TO 96" C.LPP �- N1. ��e> mG P�►�o2 E,�� R�WOrk: ,_ZZ_�, Checked by: L ei = 7RAN 51TION RECORD FROM: A a , z I" (NO TOP AN ��pp TM GQLLAR SIMILAR) NO SCALE (�1/. /�'+'"" CG -195 �g k(srn_t�rra ff� �CALE: 6CE SFICET NO-A- ELEVATION: 162.,650 DATUM: L15 -G5. is O PREI$Ipp� ... �Z Z S W Ch- FILE N0. p0r o R4C/4 J.tJ. 80 - 0��0