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1869 r` COUNTY OF SA DIEGO TR ACT N G E N E R A L N O T E S WATER SYSTEM NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF W O R K T O B E D O N E PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 1• WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING DECEMBER, 1987 STANDARDS OF THE OLIVENHAIN MUNICIPAL WATER TO THESE PLANS. THE CURRENT COUNTY OF SAN DIE[; 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD O ENGINEERING' COUNTY STANDARDS AND AS APPROVED BY THE MATF,RIALS LABORATORY. SPECIFICATIONS ON THE JOB SITE AT ALL TIMES, F'�i ;• I BBC. 11 T, 13S R• 4W, S, B, M, DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS, AND THE REGIONAL STANDARD; 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S 3• APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTI- I I I DRAWINGS. TUTE APPROVAL OF CONSTRUCTION OIJTSIDE THE PROJECT BOUNDARY. INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 TO 48 HOURS IN I ADVANCE OF WORK. I ' THE CONSTRUCTION OF CURB OUTLET'• 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET Ri(dH'l' —OF —WAY, I SHALL BE CONSTRUCTED., CONNECTED AND TESTED PRIOR TO 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN I - - - � THE CONSTRUCTION OF TYPE D THE NCH RESURFACING. G -25 CONSTRUCTION OF BERM, CUR°, CROSS GUTTER AND PAVING. PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE I �✓ PREPARATION OF SU RADE PAVING OF STREET A THE /D1 p 4. INSTALL A MINI . TER - - - f SEE T AND--NOTES-Y-- 5. THE EXISTENCE AND LOCATION OF EXISTING U`r)F•RGROUND FACILITIES FINISH GRADE OF STREET. - A TICAL F- ECTIGAT MUM 1 INCH WATER SERVICE TO EACH LOT ME C, SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAIL - - � p ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO' TO BE LOCATED 5 FEET FROM A SIDE LOT LINE, A 3/4 INCH HIGH E I b THE CONSTRUCTION OF TYPE "G" CURB (6" C.F. ` LETTER "W" I N ) OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. SHALL BE CHISELED IN TOP OF EXISTING CURB OR G -2 �...� � J ` HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. II I) THE CONSTRUCTION OF STANDARD STREET NAME SIGN. .DS -13 d- MEASURES TO PROTECT AN" EXISTING FACILITY SHOWN HEREON AND O ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 5• MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND I q I z THE INSTALLATION OF STREET LIGHTS (180 WLPS). • E -1,E -2 BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE f' 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORT{ TO OFF WHEN LOCA RTEDUATDORNNEARUHOGHMORULOWAPOINTSEASE OR BLOW- U m O THE CONSTRUCTION OF P.V•C• SEWER MAIN. . BE DONE' SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO ija � �Z Q m 2O THE CONSTRUCTION OF P.C.C. SEWER MANHOLE L.CW.D. STD. DWG. S -4 CONSTRUC 'ION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL I I F p EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUF- BE MADE DRY. THE TIME AN15 DURATION OF ANY SHUTDOWNS OF 2 2O THE CONSTRUCTION OF P.V.C. SEWER LATERAL (4 "), g_ FICIENTLY AHEAD OF CONSTRUC'T'ION TO PERMIT REVISIONS TO PLANS 13,S -14 4.. -t~- 1c,1 EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT, I 1L O Q `� , IF REVISIONS ARE NECESSARY AECAUSE OE' ACTUAL LOCATION OF DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF V O U 1O THE CONSTRUCTION OF C.M.L.BC. STEEL WATER MAIN 5 1 laaa.. ExISTI.NG FACILITIES. ANY SHUTDOWN, 0 � �- 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS S ELECTRIC 7, CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS 5 L1 t� O ' THE CONSTRUCTION OF GATE VALVE ASSEMBLY • FOR HIGH- LINING TEMPORARY SERVICES, ETC., PRIOR TO ITV ¢ T SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. SHUTDOWNS. COMPANY PRIOR '(O tiTARTI - NG WORK NEAR COMPANY FACILITIES AND THE CONSTRUCTION OF FIRE HYDRANT ASSEMBLY. . U) 1O NOTr CE: ALL ELECTRICAL AND GAS SERVICES WITHtr4 'PHIS PROJECT •� s I � g � � I ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF 8. LINE VALVES, WHERE REQUIRED, AT STREET PACIFIC TELEPHONE COMPANY ARE TO BE INTERSECTIONS SHALL I ^ WI O 'e5 ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONSTRUCTION OF BLOW -OFF OR MANUAL AIR BE LOCATED ON THE THE PROLONGATION OF THE STREET RIGHT -OF -WAY I /3 h RELEASE ASSEMBLY . _� _ A CONTACT THE SAN llIEGO GAS k ELECTRIC COMPANY. WHENEVER POSSIBLE. �� 4 I r u ) TELEPHONE (800) 422 - 4133 I Ca O1 THE CONSTRUCTION OF P/U x pfO X TEE 9. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT, O _ _ = WITH FLANGE x P/O VALVE PER DETAILS. . fl. TFIF. CONTRACTOR SHALL NOTIFY THI: ' INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE (P O � - PPIOR TO STARTING WORK NEAR COMPANY PACIIAT TES AND SHALL I / PUSH ON OR MECHANICAL JOINT) TTT DISTRICT. �f COORDINATE, HIS WORK WITH COMPANY REPRESENTATIVES. THE CONSTRUCTION OF ALL TEE. NOTICE: ALL'I'hI,EPIiONt? SERVICES WITHIN THIS PROJECT BOUNDARY 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH OSHA. I A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, I19 /� ® . I � - 1 1O THE CONSTRUCTION OF ALL CROSS. . ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF TELEPHONE AND APPURTENANCES CONTACT THE PACIFIC SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. I �j TELEPHONE COMPANY. TELEPHONE (800) 422 -4133 I I I THE CONSTRUCTION OF PIPE DOLLAR. _ — 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., I _ BE THE RESPONSIBILITY OF' THE DEVELOPER TO CONTACT LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS O Q THE CONSTRUCTION OF WATE • . `! _ THE UTILITY AGENCIES, AD OF R ,O OI' 'PHI: I'ROPOS IMPROVE 9• IT SHAW, - SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY Pd I, — SJC, 11 7, 13S• R, 4W, S, B, M, R SERVICES - (1- 1/2 " }, • MENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. CROSSINGS, OR UTILITIES WITHIN 10 FEET OF PROPOSED WATER O THE CONSTRUCTION OF IRRIGATION WATER METER . MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. >�- ---- • INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES 12• ALL WATER SERVICES FOR IRRIGATION, AND COMMERCIAL OR Y MAP THE INSTALLATION OF STREET SURVEY MONUMENTS 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE' "UNDERGROUND CONTACT CATV 'P.M. CABLEVISION. TELEPHONE: (800) 422 -4133 INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW SCALE: 1" 200' •M- 1o,M - 13. PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. THE CONSTRUCTION OF CROSS GUTTER . , 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN DEVICE • G -32 T ON THE "AS- QUILTS" IMPROVEMENT DRAWINGS. ALL SOURCES SHALT, 13, THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH BE LOCATED Wi!'HlN THE DEDICATED RIGHT -OF' -WAY, OR WITHIN h;ASh:- THE CONSTRUCTION OF' HANDICAP RAMP THE CONSTRUCTION OFSIDEWALK .G- 22,G -23. MENTS DEDICATED TO THE COUNTY OF SAN DIEGO. THE PROCEDURES IN THE STANDARD SPECIFICATIONS, THE CLASS OF SUBDIVISION BOUNDARY - PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR 1 TESTING ALL PIPE, VALVES SHEET NO. - - - - - O (COUNTY STANDARD). CALTRANS RSP NB -$ , , , 12• PAVEMENT SHALL NOT BE CONSTRUCTED UNTIL EXISTING POWER POLES (CLOSED) AND APPURTENANCES, � ARE RELOCATED OUTSIDE THE AREA TO BE PAVED. BUTTERFLY VALVES SHALL BE GRIP TIGHT AT 200 PSI MINIMUM. LOT NO. - - - - - - � ,•.,; �� AND PREVENT THE CONSTRUCTION OF TYPE "'A" BERM, =g 14. CONTRACTOR TO PIE OFF ALL VALVE LOCATIONS AND PROVIDE WATER LINE - - - - — — _ ; _ 5 1 CONSTRUCT A PUBLIC STREET LIGHT SYSTEM CONFORMING TO SAN O THE CONSTRUCTION OF CATHODIC TEST STATION DIEGO COUNTY STANDARDS AT NO COST TO THE PUBLIC SUBJECT TO WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON SEWER LINE - __ C.TS. THE CONSTRUCTION OF TYPE TYPE F CATCH BAS INSTALLATION OF VALVES. - - - - BV , THE FOLLOWING: D - A. CUT -OFF LUMINAIRES SHALL BE INSTALLED WHICH WILL 15. THE SU$MISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY FIRE HYDRANT - - - - - PROVIDE PROJECTION TRUE G DEGREE CUTOFF' THE STANDARD SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO STREET LIGHT - - - PROJECTION OF LIGHT ABOVE THE HORIZONTAL FROM THE - - - THE CONSTRUCTION OF TYPE B -I CURB INLET _ LOWEST POINT OF THE LAMP OR LTG THE PRECONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR, NT DRAINAGE - • D -2.. HT EMITTING EASEMENT A REFRACTOR DEVICE. BLOCK NUMBERS - - - - 500 �> TTHE CONSTRUCTION OF WATER SAMPLE POINT _ , B. ALL FIXTURES SHALL USE A CLEAT,, LOW PRESSURE �P. NO -_ sonzUM VAPOR LIGHT SOURCE. STREET FLOW DIRECTION - - -� 6F C. NO MERCURY VAPOR, QUARTZ, 1 CM.P C.M STORM DRAINS SHALL RECERTIFIED BY THE DEVELOPERORTHE 501LS ENGINEER METAL HALIDE OR HIGH HAVE A PLANS SERVICE LIFE FORTH PARTICULAR SOIL AND LOCATION SHOWN h WATER IMPROVEMENTS PER OLIVENHAIN M.W.D STANDARD TO PRESSURE SODIUM LAh O 1P5 SHALL BE INSTALLED. THESE PLANS SPECIFICATIONS. STORM DRAIN PIPE - - - - _ DRAWINGS AND /OR _ <. ALL STREET STRIPING AND SANDBLASTING SHALL BE DONE BY + O IMPROVEMENTS PER LEUCADIA M OWNER DEVELOPER SEWER IMP.W,D. STANDARD CONTRACTOR. 81 15. ALL SIGNS TO BE ALUMINUM, 3M HIGH- INTENSITY TYPE, REF DRAWING AND /OR SPECIFICATIONS. LECTIVE BYRON F. WHITE. FACE OR EQUIVALENT. 600 "B" STREET, SUITE 2050 r SAN DIEGO, CALIFORNIA I �+ ti.., 7 E F $ R E N C E D R A W I N G S r SAN PHONE (619) 257 -2721 DIEGO � m T hIS plan shows the facilities and their A.P.N. 257 - 040 -25 E> 26 SEWER SYSTEM: SEE STANDARD DRAWINGS FOR SEWER CONSTRUCTION PRE- location as constructed based on data GO6WTYOf BUILT 71 onSITE >a PARED BY LEUCADIA COUNTY WATER DISTRICT. famished by the Inspector of the Work SAN DEW _ DATE ---- --- -- - - - ----- - BY RACK El/6l. CO OWNERS CERTIFICATE WATER SYSTEM: SEE STANDARD DRAWINGS FOR WATER SYSTEM CONSTRUCTION and the contractor. The location of the GIT'( Ot�_ the field before they are to be used in IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE BY OLIVENHAIN MUNICIPAL WATER DISTRICT. facilities as shown must be Verified in C1NGINITA« -DdT _ _ -+�= 2�_ 90 RICK EN6. Co. PLANS. - - - - - �Y - - - -- ---- future construction projects because DECLARATION OF RESPONSIBLE CHARGE 6 AC/TAS -, SITE GRADING ACCORDING TO GRADING PLAN DRAWINGS: IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A 8 � N they were Installed using the current REGISTERED CIVIL 'ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR DRAINAGE SYSTEMS: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT, PER industry tolerances. g I HEREBY DECLARE THAT I AM THE O ER OF WORK ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS ENCINITAS w ( { FOR THIS PROTECT AS DEFINED IN SECTION N 6703 OF THE / SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION S P E C I F C A I O N S d IS CONSISTENT WITH CURRENT STANDARDS. OF THE IMPROVEMENTS. M AIN EXTEN N O. 1 I T S T R E E T P. N D D RA I N A G E N O T E S I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS RICK ENGINEERING COMPANY ` AND SPECIFICATIONS BY THE COUNTY OF SAN DIEGO IS STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK PLANNERS • CIVIL ENGINEERS •LAND SURVEYORS ACCORDING TO THE STANDARD SPECIFICATION OF THE COUNTY OF SAN DIEGO, AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED VICINITY MAP 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 97110 TE4Ef'HONE (714) x; AND THE SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION @�p(iOFESSIONgL IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH NOT TO SCALE THIS PROJECT OR UNDER MY CONTROL PROJECT DESIGN. STREETS �@ OAR PRIVATE C ONT RACT SEWER NOTES w 9� y RICK ENGINEERING COMPANY PERMITS °C IMO, 27618 90 SAN DIEGO, s 5620 FRIARS ROAD p 7 - z I SIG TURE DATE SHEET COUNTY OF SAN DIE00 -, tLlf - ftP.03 3h CALIFORNIA 92110 -2596 C G. 3645 �_ �� [10) EPARTMENT OF PUBLIC WORKSREEEEE� I SHEE IS U IMPROVEMENT PLANS 00 vl (619) 291 -0707 REZONE PERMIT N0. NR / - __._ SEE SHEET N0. 2 FOR NOTES. 'r t� Pte. , , FoR: _.______.._ _ .. ___ `�� O BY: �.'� qC( /ZCj� TITLE SPECIAL USE PERMIT NO. C6 2630 ROGER L, BALL R.C.E. 27676 GRADING PERMIT NO, L 1174 COUNTY OF SAN DIEGO Cr FIRE DEPARTMENT SEWER AGENCY 0rVA_rW WATERAFPROVAL-: COUNTY APPROVED CHANGES TRACT NO. 4255 CALIFORNIA COORDIN INDEX: 32 2 -1689 �" ENCINITAS FIRE PROTECTION DISTRICT LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MU ICIPAL WATER DISTRICT BENCH MARK Q dy No Oescrtpn Approved by Date < �� — - _ TEL EP E SHOWED EXIST. STORM DRAIN FOUND IN - DESCRIPTION 70P Q`'BR4S�S D15C IN WELL MONUMEVT __ _„ - - -- WATER F IE L D WORKS APPROVAL A'S 81 SADDEDC.M.P NOTE. �• 9'. " icommmd to ,pproVal - AOp,o` -" M' aoWN � •• AS BUI R LT- G /7y OF ENGIN ?A5 • � APPROVED BY: /h q�l1` �b ' " AP VED BOYLE ENGINEERING As euILT -60dN7 of�aaD /E60 r tx / /� ,,,- �> LOCATION STI 5 8" 7 56t6,ELL,IiYf,NORE�IL S18tON ENGIN $ Dl�j I T'S CONSOLING ENGINEERS _ R crT6R OF PUeltc WORKS DATE l 3� ' /i En of work -- r nscE eE by _ _. L'J Ill FIRE MARSHALL DATE - ' SD- 001 - 330 -01 AEC0RD FROM ELEVATION � /24. 117 NTYOF SAN DJEGO VERT/CAl CA1//°ROL A4TA T - -�� (f LQ M� -L, w 7 �, n .� DATUM _ �' pp,o.xi Aata w��•,�• RCK3E L. MA R.G. E. 27 6'r$ .f•' 13 ..f `TG•(7J -., _. -.._ — ,— __._..— z u- �..�.�.� sl! E'IL Eli G nIn i 85845 ] J t _ i{ g• 1fl — - _ _. - _,_ _ 1 1 - _ - _ � N.E. LY jz r tk } .__ - Ke y 48 76 IE 19 t his Ian sho the facilities and their R wS based Oil cons ba d to locat as ca �t r _uct 8 fum by the inspector of the rk i w 1 h n of e - - — and the contractor. The oca o dh - _ _ - __ - _ _.. _ - � ci facilities as shown mu s4 be venfled n � h - ie field before they are to be used in �LJ cv �3 future construction projects because J3� M� - h L o w r r _ . - _ _ _ / a -j TD Q o Q they were instilled using the current ISE Industry tolerances. R1 CU _ -- — I - � 3Q _ _ , { E 1 , ✓, l �cv�tr�T�' a� - - 1 l X INP JS { , r NO E �_ ✓ TlONS�'Klllt/N ARP�'Tf�/E� I 7 tt � OrV/ ffLD 5GIRVEY 4 D�1T t. - -_ - - AIDE BA�EQ - , 48 4f ILI 50 51 52 CENTERLINE DATA CURB DATA 45 4� 47 N0. DELTA OR BRG. RADIUS LENGTH REMARKS N0. DELTA OR BRG. RADIUS LENGTH REMARKS GD 4 =4 9'08" A 3500' 27.01' A =f7 D/'09 /' /Z 40' 50/' TYPE "G" a O A =/ °08'54" 3500 70.15' (�D NU °25'23 11 E X38 79' ❑� A =2 048 344Z 00' /o8 9j' [] A -q-3 30 00' 46 70' D REMOVE EXIST A.C. D /KE. Wl&-N PVMT. N < A = 8a 2147 30 00 40 OZ h AND CpNSTRUCT G "A.C. DIKE4L0'LEfT STORM DRAIN DATA A =0 °07'29" 344200' 749` " of f. Q —J - B LENGTH REMARKS - N0. DELTA OR RG. RADIUS NO 0 25' 29"f — 338 - 79' _ _ n. MODIFY EXITING PAV MENT Q 1 - A/ 'SB'S3 "CV 52.20 ' >B "RCP <PUauC1 V —" i �� A = /£0 °00'00" Z UO' ro- 28' $ "P 3 P/N ON CUA°B ± gL, t38 EX /ST /NG 7YPE "K" FER DETAIL ON G✓N - 0 -'Z ° ! ? DUAL 46 "RCP HORIZO AL_MABKER - - - �y�c - _ ,_ _ - -. - -- - - -- - 3504.00 20/ 32 -- - 0 1 , / WER DATA __ _ SE 0 A= 3 ° /7'3/" 350900' N0. DELTA OR BRG. RADIUS 2U /Co / I 1 _ - - - ! -_ ____ _ - - Q,`�� _ LENGTH REMARKS - - - - 4 = /BO °0000" 2 00' G Z8' - l -- _ - - - !! /NO _.- ._ _- - -- _ __ — _ '25,23 „E 4 = /BO °00'00” 2UO G28 6 TYPE B-3 c� - - -- ___ = - = —_ - - - 0 .. Qv - - ���` e`er T ll5 50 © -- - k h = n W p� f N 0 8.. PVC � � -- ___ •K', __ _ _ ��_- - : : - -_ - _ _ -?� - -. - -� _ _ `_: _ � " _ `___- WATER DATA J = 0 °20'53 " 34 00' 2/ Z4 ' e - - Q — - -- -- - - - - -- -- - - - -- - - - - u� - - - - �� -- - -- - - -- 4 = O ZO 53 3499 00 2/ 2/ _ - - . - �_ NO. DELTA OR BRG. RADIUS LENGTH REMARKS 0 NO °25'23 "E 33B 79' _. _ - -- r3a _ - -- - , EX /ST 15 "SEWE A FD/AN CURB.._, ill f f NO ° 25'23 "E 338 79' S f6 "200 (GML C.} NO ° 25'Z3 "E 278 78' / - - _ _ -- -. AiEOIAN CURB o „ - • � ,- ,, �" GUTTER � Q= a2 280 JB 60.47 I - ' 2 fl -(11 °29'21" 3,465' 82'* " ' m �EX /ST 12 "VC.P. 1 - SEE DETAIL DN ANT NO2 EX /ST /2 "VC.P ~y 11 EX /STING /2'A.CP TYPE 'K" a c I _ 3 - E /ST 1 2 A.C.P ._ :.. 5 17 �� BENCH MARK I EL \ CAM /rU0 EA � o Q � \ mw ZONTAL MARKER 4q 5CZ I — O gWCUT PVMT 2 FRGS) g ' 70P OF BRASS DISC IN WELL MONUMENT Q _ ¢T_ !4 / - 0 2 " WATER� REMOVE DESCRIPTION MALI/F(EUATfON�'f T MATCRUISTELE 06f 4�a I o EXIST. lZ O 16 REMOVE A.C. D /K6 - - lE ' ±•' LOCATION @STA 58 f 7 5 C, EL GAMING R EAL U B q. d h i PAVING OFEXlST1NGAG w EXISZ• L B "KC.P. V. @50- 6�CAP -- IIII � - Ex/sr. Thls tan shows the facilities and their - SEE CONNECTION UJT EDGE OFPAVMT b GV N R ATER RO \ . �I � T R FR COUNTY OF SAN DIEGO VERTICAL CONTROL DATA d based on data 45t32>0 ,Vf17 DETAIL 9NT. 2 _ : - — _ — - Fvano DATU L/D T , ,- - TC/1 EX /5 /rV6 CURB h inspector of the work SEE T r '� ~ _ LLJ furnished byte Pe � - ,M",n.. ., :+•..• -..-w_ _ +te w Y Y rte_ ^` W location as constructed h contractor. The location of the GUTTE S /DEWAlX h " r _ - _ v andt a OE&W D TYPC 'C,°LUrL� PRIVATE CONTRACT t be Verified In ! 3 , facilities as shown must N GU TE,P �' ,. . the field before they are to be used In 40EW.4L/C I �� SHEET N DIEGO W r" „ _ , .. 9TA `48t6 E. C s BOG ► � �� 8 future construction projects because - _ - -- - -- cYTA..3�ft,3..�G/ COUNTY OF SA � - -- N0.2T6T8 0) � DEPARTMENT OF PUBLIC WORKS SHEETS Installed using the current � �- _ +_ \ T 7+ -22.20 f.'C . � ,,,�- ,, _ _ '� /6 "x6,3fF` they were ,. _STA � _ 5 - - ; ; r5' l5 FH. K _ � Fie_ 3 arso Y � e B _ - -- _ �� \ r ` �0 / i 3 — w A. 4Bf59 / af17C "A A4.H. NV / � - S.D.G, i : N.. N v U O Industry tolerances. - -_ 46{ mot - = -- -- -- IM PLANS FOR _ Ci ti� / -� — _ - �' h�� CtVtd ��� I _ F: AL ASS BLY -- SE � -, _ � � Q 7� � — -- n ` �p w - EL CAMIND REAL rJ w (\J # m m D A.G PVM'T Q' - -- -_ LIP OF PROPG�ED CUICF✓ GJUTTFIZ TO MATGH � LOT.. Q _ y r" StEN \ �� I A, /t52.7d / LOT 3 Jiy �3 COUNTY APPROVED CHANGES SGIW -CUT ED6rEOFEXl�iL PAVEMENT @ a CALIFORNIA COORDINATE INDEX 322 -I 89 Z -_. ( �' � �„ A �� �' BE(j //v A. (�E -�.. !� I O lt] (� h No. Descr iption Approved by Date � STA. � � `-� 1572 �P k y r /1747 ��U g. �!� T //yl7 UPB/� PLAN CORRECTIONS W W.R. R°com�°ndM f°. approval Appr°v GUT7 f, 5' ii n - 6&772J7 �r 5 a r r' M. B OW AN -- d m AS-,fWLT OWr 71'ENO /VITAS w Z .� SU IyIS10N ENGIN IRE�TOR OF PUBLIC WORKS W �'� // /i1/Q /Q AL lN6TbLL `W 1 / (LANE EN ) RICK ENGINEERING COMPANY I I � � Z BUT � s'Si� � � i 88� - - � /A�ri' N SCALE= /" =40' � SI�N�� "x ��'/ x o.�j8„ As au�LT�cou�ro� �va�� � � � CIVIL ENG INEERS : PLANNING CONSULTANTS: SURVEYORS O 6eyGMv °I work Cracked by ) ,,. i'?��� �• �' - I IN�TQLL WlSIRIJADNOW�) .., I T.M. Z 6520 FRIARS ROAD SAN MEW, CALIFORNIA 02110 (61st) 201'0707'x I ( J _ , .f 3055 PIO PICO DRIVE CARLSBAD. CALIFORNIA 92008 (019) 729 � - li ( - ���� % ��� y " ( ' � G JI61N"'"J�O�X ��O �• �� ` _ . .? ? 2� VP• °y.. d °I. -1 a 386 S. RANCHO SANTA FE RD. SAN MARCOS. CA. 02089 (819) 744.4000 \. jf { I ( I I i i ROGER .BALL ft. C.E. 2T &7E 4255 I f W EL PROJECT NO 10,090 i 85845 - —__ , t - -- - l ch -- Tv" r I q - - # m Kl N _ _ nS N _ _ � - - _ + Hl Fll � __� a _ f+�OX ✓MATE' L OCATION - - - - Ate` /ST / OF EX NO f2 WADER - '- _ 727 BE F!E E IF r ,__ I This .clan hoWS �hextac tt alnd2hesr , _ _ tr " � , .- � - - ", - _'• , - t— : ; : t _- — ._— ioCatiarl as constructed, bated on data -- CR �— - -- - _ _ - - - ! E (IN) 115 U fumish h - lE x 91 ed,by t e, inspector of fhe work - - - - X/sTI . /1 _ _ - ! - ExisT fE f.14, 9f and the contractor. t' ton of the V 8 _ 1t)Cat h , k h I EI?IFfED } facilities as 5hoWn:must t>Z verified in h o x . l— ° - ? © o� h - �u the field betbre the are to be used in : � future construction protects because � Q � � _ '_ _ n x O 8 07651 Z?99 they were installed using the current 7, ; tolera industry ES END TYPE a� t � to Us I RE TYPE A 'A:C O /h'E. 1 v C\ Q SEWER PROF /L A �oP IF /f/- C��8 � o ��o' v c I I �, N o h € w N - / C HERM cn I SCALE FIaR/z f "- 4a" E 14 � �ROe_ zi TvP B rIKET / � ,� �, 8 R W TQP QF RT 4 1 0� Inc\ o �.t RT. CURB LIU {{ f `V 1 :. _t h � �'_ Y` N � � C\f \ `l i ..r..r CONTY Or �! SO _` 1 D - - -- ___ Y - -___ _�_ I - _ DATE to / - - - 6Y� _ cCKOZ �(L �t"Y Of rG. 1 2. \ - $ o + /E. 122: ! 1 RA - ...... 27 '; :cU A.. (� 7G.. - _. _�_ -._ - a , �o -' 4 - --- _ . ,� 121 s4 w �' , _ rT T , —C. \ Q -f ' W __ _ _ _ � —i- DLO �� ALL ( lNT of - Q - S p d - a Nl1_:E YA�71�IN M A,R — ' - -rt I 8 PVC 1 I ARE 64�iO� S�R!/E�'�Q?q � � I � � I � I /. E (IN) / /!v y8 _'� /J ` _} SEWER DATA 52 53 54 SEE PROF /LEA' o 7 � 58 S9 h CONTNUAT R °° _ �" �' CENTERLINE DATA NO. DELTA OR BRG- RADIUS LENGTH REMARKS Q �Q� PROFILE: EL CAM /NO REAL a o w3, NO. DELTA OR BRG- RADIUS LENGTH REMARKS I NO °26'23 "E 84.50' B"PV.G. b o; z SCALE HORIZ I"= 40' BERT 1 " = 4 ' 2 NO °Z5'23 "E ZOO-00 ' L ,, -. N a `�� 2 0 /VD ° ? g DRAINAGE EASEMENT TO BE RECORDED 3 N89 °34'37 "W 6 900' " §CAL / " = 40' A0BE RVIC YEARSPR60RTO 1 02, a`¢ ~ N ?2 N _ ACCEPTANCEOFPUBLIC STORM DRAIN BY - STORM DRAIN DATA COUNTY. THE EXIST. 36 " CM.PWILL _ ` �� -- - CURB DATA -~ RLACED IF 50 YEAR SERYICE LIFE f " NO. DELTA OR BRG. RADIUS LENGTH REMARKS -�� „ I OBTAINABLE � N0. DELTA OR BRIG. RADIUS LENGTH REMARKS �� GYv fiGV /N 24 Lt - - ` -- 110" - FALL L CATED l T D. �LOODGUA - :L'llif'E ° r N E r P r, �" RUG,ATEI /0 NO 2523 507. TYE'G" �� i �� (NO P N9 FO �� - Nd9 34'3TlN 9750' UAL Z4 RCP(PUBLIC / i N ' FE' P /PE„ - -� ° 4 Z 36 "x /2 "x 063 "ALUM /NUMB' SIGN24 " N x24'x OG3" - -❑ N3 4525 W R1O RT (ONE WAY ARki7W) 0 U 7URN5 ) 89 - 34'37 - W 35.00' /8 °RCP(PR /DATE) ri' BACK W R7 IO KEPLACE fT 100 YEAR FL LIN Q 11= f2 °21'Sfo" 2B0>8 7- "B-3 Pld'L�YCl/ / 5A6<T UT EX/�T• PtIMIT Z' FROM ALUMINUM a�GX Ta �E /R M v © N 3'0T2f "E /04.24' 24 "c!L^ PU LIC ® NU 6 OF /lo h/QTDZ U(lE /zEMO!/E __ �.SD .'I r N 89 ° 22'54 W 234.13' 18 "RCPIFR /VATS) EXIST- PAM' T. MATC N _ -° - - 4"? MOO Ta AkE °'>'OIM -���A VO 25 Z3 mN � & "- ELF!!'� AT 5A T ELt 91 _ - - BD °OD'OD" 0' - - / — R7 (KEEP R - BOL - 9. D 28 27' PXSS480D -24 i �# "� 3Q "x 3 "AL NUM -' J lV _ - - f R7A CK 0 i ,12(7 -- -- -- WATER DATA T fS -SEWER I - � li XISTING 24" R.C.f 2 NO 6 AWG BOND -� - - -- - _ WIRE WITH HMW /PE -•�'. N T - ..,� �.. lr 7 FLEPHON LN. , _- INS ULATION TERMINATE T T 7 �AM [d[ � T )v T T - C� h 169 FL 6y. -aL /� _F � q� q� N0. DELTA OR BRG. RADIUS LENGTH REMARKS IN BOND BOX �) - _ UPPORTFOR 2 "-M:A`.. m C7 r n e EX /ST /2 "VCP SEWE 5 -_� �' - - zs B Q Z I NDo�S z E 507. &f' 5 200 (CML 4C ) EXIST Iz' c.c.P� - - ¢ - - _.__ "_._ T - - © r 7 - O 53 `I ` _ 5 3'EWER C �7NNE C T /ON 5 _EX /ST I2 "WA _ 1 58 5$76.24 BENCH MARK 1 C P�FILE A "' = TRENCHING — THERMIC WELD PERSTD.DWGF -1 PRP EXTj \O I S B' DESCRIPTION �POFBRASSD /SC. IN WELL MONUMENT PROPOSED EDGE OF PVMT -' 1 PV IT EXIST p Q 16 "STEEL _� REPLACEMENT ` y` �� D 15� PE F CATC - i 1I 101 - - - -' AC /h5 , STA. 571 . p Q W p - - -- — "Ni vN h �, C SAWCGf/ Q7Y H�57� �a �W�W 0 —2 -N0 G AWG BONG ,,,,,- k� rn LOCATION @STA. 58t75BC. , EL CAM /NO REAL EL CAM IND REAL WIRE WITH HMW /PE INSULATION TERMINATE u I IN N X M ;:;� . - : y .. ,.LL. '• ;;:'. .»»,..___:. >,: .:::,.....': .,...... . ;> , ":.; ".. .. - x:. ,. s . .- ...... ,: .: ": _ .. RECORD FROM. G'OU/VTYOFSAND /EC�'O V Bo Z x ELEVATION, 124. lf7 JDTE M ------, U .•fit`;" �— M.S.L. t W BOND BOX SET BEHIND fCS51 Ilk BOND 5 SHALL BE v� Of ��. - 10- - - -- / pP p �w I � + RUN 1N; ENCH LINE SIDEWALK SIZE SHALL O 1 __STA.S4t84 FOR RE ACEMENT 36' .5 h �'I C.TS. A � '- / /Fti i �� H4 ! PRIVATE C ®NTR AVT Ur BE AS SHOWN IN STD, \ � ` \ �1 Z Cr >. S SEWED 'V'.H. NO. 1 I �.._/ __ , <, B c DRAIN LINE, At APPROX. r - _ ___ W _ w SE % PR ^F /LE -A' ASSEMS/Y 0 r -- B f R7UR 7YFLr N - 4 (AMBER /� ,? COUNTY OF SAN DIEGO DWG N0. F -16. — " O 4 BLOWOFF _ l `- ��C7 9 SHEET 8 TI-115 _- r CTt7RIZEDMARKERS a , 9� 4 DEPARTMENT OF PUBLIC WORKS SHEETS S.S. 56 POSSIBLE. X /5T. R/W \ LU A - -- i t� NO. 27678 I 3 ND WI 6' X 18' f8 x .063 "ALUMINUM ON H15 SHT. M STA. S7 63 • S8 RT (o' 7 PANS A74 -A R7ST. E1N. ? 3F8( I MPROVEMENT PLANS FOR' U0 My -___BE /N A ALT /C CONCRE,IE`"9 DETAIL 1: BOND WIRE C BOND BOX IIT 2 h W - - o _ x _ -'� T s�� � zl h � <I oiKE n'� <c' 'A NO SCALE I\ h D-2 MOO TOMARE7,' Q h Q h O F, - -- h \ 6TMEN8 5 6. Sf I r $51DEWA � a �. �o�t_ _ � B -I INLET PER 5D � � - EL CAM INO REAL wN PROFILE° Z ' END TY�E'C "C(1fB /OUTT ^ h BHT. 6 COUNTY APPROVED CHANGES Q Cl) _ Z c0 / '� � ', �\- �. D escription q CALIFORNIA COORDINATE INDEX: 322 -1689 - 'QQ -._ .. 'O Na. O Approved oved by Dale — .-o-.- REV. STORM DRAIN SIZE P PROFILE AWED ppr ° +{ Approrrd O.M .W. APP 1rD F +ANGE3 s RKOmm. d.d RICK ENGINEERING COMPIANY _ A. n, r 99 SoT,�/- _ PRIVATE STORM DRA1N SUM! ATED C�NGm g 7 p O CIVIL ENGINEERS: PLANNING CONSULT ANT8: BURVEYOM Na, Q /� / -rt ___ \ 5EE PROF /L §NEST (o AI a Ej7B r E�, eAM /NO /l E/''/(_, _ PRI,, ER ON CONTROL MADE PLANC ECrION$ SUBDI ISIONENGINEER G IRECT O OR OF UBLIC WORKS Z Q (FOR REMA/NOER OF PR /!/ATE 9E20 FRIARS ROAD SAN DIE GO, CALIFORNIA 02110 (EIY) 201.0707 A WfyTER PRA RrN1516k , 8 al - "._� ' OF EA/eINlrA5 3088 PIO PICO DRIV W m As aunT c/ry (, !3q - /rr _ /' - -. _.__1511, BASIN. DETAIL PER % �O STORM DRAIN SEE GRADING AS BUILT- COUNT E "� ' 01 w °rk ch «kw by W E CARLBBAD, CALIFORNIA 12008 (910) 72G•4Yl1 '" ° (i „ -” S - -4Z/ �,$�E 'PROF /LE`A' yI Y OF SAN DIED f 1 W 906 8, RANCHO BANTA FE RD. BAN MARC08, CA. 920E9 (B 19) 711�W0 _ / ((� PLAN SS'EET 4. :� .. • I - iM l -.� • 7 Z Z TM. PPrpvd date 4255 - t z o I R06ER BALL RC.E. 2767t3 - -�7 W CI PROJECT NO, 10 1090 KIM S O ffil M ® ' / I. - - -_— —:��•, = s s = =, -- •- .w_ ..' _ = = Y °-- o.tltl Ee. • // . 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