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1145 ENCINITAN SURF RESORT AND RESTAURANT G ENERAL NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT -OF- WATER NOTES WAY. 1. WATER MAINS,LATERALS,ANO APPURTENANCES SHALL BE CON- WORK TO BE DONE 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN STRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING DIEGO COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL AND TO THESE PLANS; THE CURRENT SAN DIEGO COUTY ENGINEER DEPARTMENT LABORATORY. SEE TYPICAL SECTIONS, SHEET I. HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT AFTER THE DATE OF ACCEPTANCE. OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 2. UNLESS OTHERWISE NOTED,ALL CONNECTIONS TO EXISTING MAINS PROJECT BOUNDARY. WILL BE MADE BY THE SAN DIEGUITO WATER DISTRICT,AFTER LEGEND 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. VARIES 51' STREETS SHALL BE CONSTRUCTED,CONNECTED,AND TESTED PRIOR TO CON- 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER STRUCTION OF BERM,CURB,CROSS GUTTER,ANO PAVING. MAIN PROFILE,TOP OF PIPE PROFILE IS 4B INCHES BELOW CENTER t37' 37' 7' PREPARATION OF SUBGRADE AND PAVING OF THE STEETS LINE FINISH GRADE OF STREET. THE CONSTRUCTION OF ASPHALT CONCRETE OVERLAY 5, THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILI- TIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 4, ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. EXIST. BERM & �e THE CONSTRUCTION OF 6" TYPE "G" CURB AND GUTTER (G -2) AVAILABLE RECORDS.TO THE BEST OF OUR KNOWLEDGE,THERE ARE PAVEMENT TO BE 2• THE CONSTRUCTION OF 6" CURB (G -1) NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. 5, CONTRACTOR TO FURNISH i -INCH WATER SERVICE AND METER BOX REMOVED HOWEVER,THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY FOR EACH RESIDENTAL LOT. V THE CONSTRUCTION OF 6" A.C.BERM (G -5) MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE S. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE THE CONSTRUCTION OF P.C.C. ALLEY APROW (G -17) � %• PLANS. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. _ S. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDE- THE INSTALLATIONOF 3 1/2" P.C.C. SIDEWALK THE INSTALLATION OF STREET LIGHT E -1 E -2 TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR WALK EXISTS,OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL - THEW LPS TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORA- BE CONSTRUCTED. TORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES THE CONSTRUCTION OF A.C. WATER MAIN SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO B. PROVIDE MANUAL AIR RELEASE ASSEMBLIES AT ALL HIGHT POINTS IN - - 4.78% PLANS IF REVISIONS ARE NECESERY BECAUSE OF ACTUAL LOCATION WATER MAIN. ''•..... - - - - -__ - THE CONSTRUCTION OF BUTTERFLY GATE VALVE ASSEMBLY '�"'�' �- OF EXISTING FACILITIES. `• - CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE THA CONSTRUCTION OF FIRE HYDRANT ASSEMBLY (W -B) EXIST.. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC 9. COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY EXCAVATION EXIST.PAVEMENT COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES WITHIN EXISTING COUNTY RIGHTS -OF -WAY. THE CONSTRUCTION OF 2" & 3 "PLASTIC WATER SERVICES (W -3) --O P.V.C.SEWER LATERAL 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 6" TYPE "G" CURB & GUTTER PER "G -2" THE CONSTRUCTION OF 4" -� NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF- FACE CRIB WALL (ENCROACHMENT) TYPE "A" CURB INLET (D -1) ARE UNDERGROUND INSTALLATIONS ".FOR LOCATION OF ELECTRICAL WAY,PRIVATE EASEMENTS,AND THE RESULTS APPROVED BY THE CABLES AND GAS PIPING AND APPURTENANCES,CONTACT THE SAN COUNTY DEPARTMENT OF TRANSPORTATION,BEFORE THE WATER STORM DRAIN PIPE (SEE NOTE 16) DIEGO GAS & ELECTRIC COMPANY,TELEPHONE (619) 743 -3222. LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO STRUCTURAL SECTION: 3 1/2" A.C. ON 6" D.G. BASE � - -_ WATER DISTRICT OFFICE. OVER 9" NATIVE SUBGRADE COMPACTED B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY TO 95% RELATIVE COMPACTION. THE CONSTRUCTION OF WHEELCHAIR RAMPS NB -B PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL ii. PRIOR TO AWARDING WATER LINE CONTRACT,OWNER SHALL ADVISE CAL.TRANS. STANDARDS COORDINATE HIS WORK WITH COMPANY REPRESENTIVES. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN UNDERGROUND INSTALLATIONS .FOR LOCATION OF CABLES AND 12. TTHE SHAL WATER INSPECTION NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE TYPICAL SECTION: ENCINITAS BLVD .SECT . A - A APPURTENANCES,CONTACT THE PACIFIC TELEPHONE COMPANY, DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO NO SCALE TELEPHONE: (800) 422 -4133. ARRANGE FOR INSPECTION OF PROJECT. 9, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT 13. FILL AREAS MUST BE COMPACTED TO 90 PERCENT,PRIOR TO PIPE THE UTILITY AGENCIES,ADVISE THEM OF THE PROPOSED IMPROVE- INSTALLATION. MENTS,AND BEAR THE COST OF RELOCATIONS,IF NEEDED. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES, CONTACT T.M. CABLEVISION,TELEPHONE: (619) 746 -6666. 7' 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS- BUILT "IMPROVEMENT DRAWINGS.ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF WAY,OR WITHIN EASEMENTS DEDICATED TO THE COUNTY OF SAN DIEGO. J� 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE Q� VARIES 51' RELOCATED OUTSIDE THE AREAS TO BE PAVED. o 13. ALL ROCK SLOPE PROTECTION SHALL CONFORM TO STATE OF PACIFIC 5 CALIFORNIA STANDARD SPECIFICATIONS,SECTION 72,DATED 37' 41' I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS JANUARY 1975. OCEAN SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT - -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRU- 14. STORM DRAIN ALTERNATES ARE REINFORCED CONCRETE PIPE OR EXIST.BERM & PAVEMENT 5 5 CTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY ASBESTOS CEMENT PIPE.R.C.P. 1350 -D, CLASS III OR IV, EQUALS TO BE REMOVED NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND A.C.P. 2000 -D. CAST -IN -PLACE PIPE MAY ALSO BE USED AS AN ENCINITAS 7- EXGEr7"AT INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS TAT/a ALTERNATE TO R.C.P. FOR STORM DRAIN PIPE WITH DIAMETERS c (f S✓ / /.110 PROJECT OR UNDER MY CONTROL. EQUAL TO OR EXCEEDING 24 ". K O/M•�5.5� ,q 15. CUT -OFF LUMINAIRES SHALL BE INSTALLED WHICH WILL PROVIDE ENCINITAS TRUE 90 OFF AND PREVENT PROJECTION OF LIGHT ABOVE THE r BL. OWNER: DATE HORIZONTAL FROM THE LOWEST POINT OF THE LAMP OR LIGHT N SIDEWALK ti ROBERT B. BOTTOMLEY, JACK W. CRUMLEY EMITTING REFRACTOR OR DEVICE.ALL FIXTURES SHALL USE A AND ROBERT E. McGINNIS, AS TRUSTEES CLEAR,HIGH PRESSURE SODIUM VAPOR LIGHT SOURCE.NO MERCURY :. 3% VAPOR,QUARTZ,METAL HALIDE OR PHOSPHOR COATED HIGH PRESURE .... _- ADDRESS: 110 WEST "A" STREET SAN DIEGO SODIUM LAMPS SHALL BE INSTALLED. SITE EAST ST CA.92101 (619)236 -1414 16. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBI- Q EXIST.BERM � B" TYPE "G" CONC. LITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC- 0 CURB & GUTTER PER G - TION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY :THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY r STRUCTURAL SECTION: 3 1/2" A.C. ON 6" D.G. BASE AND NOT BE LIMITED TO NORMAL WORKING HOURS ;AND THAT THE N OVER 9" NATIVE SUBGRADE COMPACTED 14 CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND 0 TO 95% RELATIVE COMPACTION. THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR cr ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON z ° ENGINEER OF WORK: NEGSIENCE THE LIA BENGINEER ILITY AR FROM THE SOLE RAILWAY F T YPICAL SECTION: ENCINITAS BLVD. SECT . B - B 17. ALL UNDERGROUND UTILITIES AND LATERALS TO BE INSTALLED 0 NO SCALE DEr 6 DEF BEFORE CONSTRUCTION OF CURBS OR CONCRETE CROSS- GUTTERS OR NO SCALE 3274 ROSECRANS ST. SURFACING OF STREETS. SAN DIEGO, CALIF. 92110 18. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF TYPE B -3 CONCRETE (819) 223 -2426 ALL UTILITIES BEFORE COMMENCING WORK.NOTICE OF PROPOSED MEDIAN CURB JOB NO. 83031 SHEET CALL: ENC -TRACT WORK SHALL BE GIVEN TO THE FOLLOWING AGENCIES: TELEPHONE NUMBER /� SAN DIEGO GAS & ELECTRIC 232 -4252 A S B U IL T S - - - - - - PER PRIVATE CONTRACT PACIFIC TELEPHONE 298 -0595 CATV 263 -9251 NATIVE SOIL 1 1/2" AC.PAVEMENT GRADING PERMIT N0. L -0272 SEWER 565 -5657 C OUNTY OF SAN DIEGO REZONE PERMIT N0. N/A DEPARTMENT OF PUBLIC WOWS WATER 753 -1145 DETAIL: MEDIAN SECTION PLANS FOR THE IMPROVEMENT OF: 19. ALL SANDBLASTING OF OLD STRIPING IS TO BE DONE BY NO SCALE SPECIAL USE PERMIT NO. N/A THE CONTRACTOR. c•� B DATE TENTANTIVE MAP N0. N/A ENCINITAS BLVD. & WATER ALL STRIPING IS TO BE DONE BY COUNTY FORCES. COUNTY APPROVED CHANG S BENCH MARK MAIN EXTENSION SAN DIEGO COUNTY FLOOD CONTROL DISTRICT ENCINITAS SANITARY DISTRICT SAN DIEGUITO WATER DISTRICT No. DlfplirTIDN NY DATE CALIFOR NIA COORDINATE INDEX: 322 -1677 PRECISION DESCRIPTION: 0008 CHISELED SQUARE ON E SIDE C.J. HOUSON, DIRECTOR O F m AS 2�LIILT � Z � CONC. BASE OF R.R.SIGNAL CROSSING, 10'E OF TRACK MAR 13 8 4 ' PRECISION LOCATION: VULCAN AVE. ENCINITAS NORTH SIDE OF -' on OF RMIC V185 NH• MICRJFi� ( APPROVED BY: APPROVED BY. CWVIA�O�►�l APPROVED BY: C� /Lj� D STREET. DEC 17 1985 DIST ICT N INEER DATE DISTRICT ENGINEER DATE m 12 -41- RECORD FROM COUNTY OF SAN DIEGO I ✓ + �J wa .; ;t)r ILM! p DATE: ELEVATION: 80.860 DATUM: M.S.L. R.C.E. J -8 -B5' CG2323 v ^ m CD m f (7) �o N O 0 ^O ti N R O + O 00 N M t0 � t0 O EXIST.. GRADE ti _ m tO a `� o _ • • $5 . a to CY n n f n tD f N h O ti ti fV N N # T ca - � � o • g FINISH PVMT. � �d � � EXIST. RT. EDGE PVMT. � " .- @ RT. BERM R cy • -- �! EL .62.67' 95 !� R �E GO T or TEL (D ti " v °D o Lpc o m e a e 1t -2 E� > V N °' ° EL . 57.80 F- < X tD Y �O aD � W X a c0 M i aD W s W f V h O N 0 40 m ■ _ _ _ y m �� Mz� N o TOP OF CURB `° o o 7 + ° °� 8., 'x4' x ca 1w In ID OWZ C.1�h� �IO� M i0 ~ 0 7 M �l7 Y OD In w RT.CB. ww¢ F^v, n�i°~' v o� a ¢ s ti N M w EL. 54.36 F. L. B5 \ m m a w�$ io ! • + o. Al f `° S9' is` R.C.P. EL.53.25 i W. OX 1350 -D EXIST A.C. BERM PREILE OF 1B" R.C.P SC ALE: HORIZ. 1" -210' VERT. i' -4' N ? N Go t0 N PROFILE ENCINITAS BOULEVARD `° 0 4D SCALE HORIZ. 1' -40' VERT. 1' -4' A 9 9 1 0 1! 12 13 " NS ENGINEER'S NOTE REMOVE EXISTING FLASHING BEACO IN 14 15 !8 17 1e i9 THE INTENT OF THIS PORTION OF THE IMPROVEMENTS 1 MEDIAN AND AT CURS LINE • 13+90 r, CONSTRUCT NEW CANTILEVER FLASHING FIST IS TO CONSTRUCT A TYPE 'G" CURB AND SIDEWALK 1 BEACON 9 13 +N PER CAL, TRANS N WITH THE NEW CURB AT APPROXIMATELY THE SAME A5• DWG. ES-9A TYPE 9. CONNECT TO LOCATION AS THE EXISTING A.C. BERM. THE INTEGRITY OF THE EXISTING CURB INLET SHALL BE MAINTAINED. 01 LY R /w PE 14 R. 5 • EXIST, ELECTRICAL SYSTEM W Pfq R•S m THE CONTRACTOR SHALL VERIFY THE LOCATION OF N U EXISTING IMPROVEMENTS AND NOTIFY THE ENGINEER r FJt1� 4 58 OF WORK OF ANY CONFLICTS WITH THE PROPOSED C 4 `425. R• S . /I n DIMENSIONS. Z �A25. EXIST. N'LY R/W KR R.S. 17N 5 p e r ., SEC• EXIST. ~ CUpa SIDEW r+ ��N --- - - - - -� •s AlK EXIST . ►, M o Cr 4 ORA1N PIPES +� _ o ♦ • - DIKE $ ~ °• Q I rN•1 \ W • o — pEMOVEO A . S 1 I �+ TNRV agfOl�N s •� � _ f I \ 517 _ _ — 1 � j 22 +07. .� �+ t c w t 5 . \ = ~ M U o \ i0 ISM = E _ ENCINIT - — ' 11 < �, .� �I 1'3 \ \ , p — . _ �— W� � E_x / a a cups E VAAO I a f a In • 1 • I i4 ZISt . tC t� _ - - • • s (� p1ED1A • N s _ _ - _ _ 17 i9 .�•� n 18 1 I � $ g _ aE 8 I 1 _ _ 7Q 5 �• i � �] • � � OLD IV � — — `�J� Z V 'SIGHT DISTANCE �� 01 W/ 2�M; T � —.._ —� . SITE 57AgC RE L TIE \ ~1s R. C. +1 I N � 450 NTEO� E �+ — �ss$ /7" E ' � HE k c� TO 8E MOM p 450 : 70 /1(OJt LOOPS IN CENt q A � 5 L t , 47D Z AY \w d 01 WLAR SIGHgA AS EGOT�R LANES W /CONpUIT i0 q {, * Y H1 ii +� ppUNTY �_ / ' ABii n — -_ 1 - EXIST. A.C. DIKE Z N 1gLAND c�. ti�t`� / ` 9 � 1 Oi1 cow 0 A \ Of11t O jp d5C 5 r 0 2 4S •p" GU119 t1aw� -- EXIST. R/ Q iSil n� E►,SEME ./ s A , °• TOE E �E F $ ► N > �� TYPE DIKE 7RANS ►►,- V -� v REC 5 _ /o1A10,• 1t SEE N p M'!Zb 1 4 Ep 71D ws - �? ci W 4 3�r: �E9. A C , "+ pp t10 • �pMD ,✓S. pA1t 1 A ,rrcnoa �?O� of ,cr'as ► O o so 4 C� \� DATED 1 L h crr v� �/ m N $ W W Y Z7V' zc�jZS1� ti cr 1. � V I ~ > ~ I L % o 44' no 79e �- o� H n IL FRN Ep S 1 QB i� v I Q AS BU I LTS 01 2 0 p►,iN � � 4 � W � MEDIAN CURB DATA TABLE � � IL " ��i g� • � � n 01 • TET No RADIUS "� PLAN: ENCIN T `Z . OR ORB LENGTH g V . �i y¢ `IW , y� 4 �� I AS BOULEVARD Q a Xce 4wt p 2.00' 190.00'00' 9. ., wm r ' �Tp{ Elt1 Ep► nwD \\ ' � � �� � � O 999.00 4• !9' 35 � 74.91 ' PRI a%-. iLK 1 cu � w� _,, e �pp$E0 a �- TYPE "G" CURB DATA TABLE 0 4'!x'35. 75.21 5 ¢ T a ENGINEER OF MORK: C ON — TRAC T S ' E)t1 MALK U'^"�� �u� �� N 75'01'03• W 191.4W Z./ 3_ *� AQ 50p A MW I A- � if �r Y OF SAN DIEGO Elti ibm s 1 S tM_ ol ° NO MOSUS OR ON LENGTH ❑ N 75 W 132.49' YG �— �T SIC WOWS Fil N 75.01'03' W 32.13' Q 55.00• 24.04'14" 23.11' 9274 ROSECUMS ST. PLANS FOR THE IIPROV9IMMT 9F: SAN DIE90, CALIF. 92110 DEC 171995 •� 1111 N 75.0!'03" W 138.12'❑ 80.00' 24.04'14' 25.21' (919) 229 -2428 ENCINITAS a RECIS DATA TABLE JOB NO -WO31 SKIT CALL SHEET ENCINITAS BOULEVARD z `11 \ ` � 791.99• 12.04.03• 194.70' p e.00' Si•2s'se" 9.01' N ROVED C B ION MICpw&—%m s . NO • RADIUS OR BRG LENGTH ❑ 57 25' id 20 4 M• MIR - B 983.00' 7 14' 36" 121.74' S 20.00' • ■ 0 NO 5 MAR 18 1984 \ \\ s N 98° 40' 19" E 35982 OF * N 85° 40 19 ' ° 1.00' 180 AWLT Lr / OESCIUP7l•Ik CHIS. N. IN E'LY SI tour w•cc � oe ` — N x . 7L04 ® .00'00' 3.11' 5 b I.A. CROSSING SIGNAL 11' AST OF TRACK M ROF MICROFU MFn • 5000.00' i9° 18'38• 337.03• • 800.00' 7 100.90' ® 2.00• 180 9.28' LocAnat N'LY SIDE 'D' ST. AND VULCAN AVE. �� S 75 W 325.42' Q N78° 26 ° E 102.24' Q N 95.40'19 E 171.04 00 — IN ENC INITAS r '.00' 9'48'10" 170.51' N 55°40'19 E 171.04' aEEORDIG� Y VEpT. _ ATU0t m _nnnw DATUt - y r S • _ 11Nl 1r oromm �_ — CG2 INS ui �Z I W 11 ip Q 10 l P.O.B. 9 --------- - - - - -- 4i 3 FD.P.K.NAIL 359.82' R` 13 ^ B _ o PER R.S.178B - - - - °40 19 "E - - - - - - ENCINITAS BLVD l + N 85 ' _ - � $337, o c� - - - - - - - . - - ° ''� - SEE SHEET 2 � _ 1 \�, I 7 +11.22 ENCINITAS BLVD. R.S.178 \ k S EXIS T N 7 2 10+07.89 VULCAN AVE. R.S. 867 \ 4\ �� w ti d I ° S ° 15 3 �U ti PROPOSED CURB LINE � N I 1 788 v W \ \ 14 1.2 �o0 30 o I - - - - 16 - C15 I S i - �C�O�.Oi+�'r .�iLP 50 _ � ""AA m C3 rAAAAA v l " 9 C� a� .4 .C.P. CLASS 150 C S:L = 1 \ T30 2 � 7.P O B Z CD T27 / / / / N ZT 11 � - - a NA TER \ .° \ \ ru cc m ED Q / In s • TO MgI V 5 �� ✓ / / , m; m z r n W S F C RFC UITO )VA \ \\ 1 C .J / 0 / Q' ° v m ¢ z m r \ N0, . TEq O Tg �35 \ ��� 0 +54 a I ' / Z5/ m + • w r \ •TSTq v \ + 'S / D v v . m i o a \ : ?27 I CI �o \ / T4 H) OMMER 7 X003 y s v vx i J \ 2 0 •R. xN \ \ 2 22 pp T5 M /g" H��E q( FI RE 2 O r v o I A J a LIMITS OF /Q� / o- .t�`�9p?(% mo a Z �_ � PA TTEq`� , P \ v h o' �� N I c 'C PAVING (TYP) G�p� �9� 0� IV PRO 9U I V I H s? 3 >'A FNl co / 9 s n �9� / `DING 9 1 r N LD 1 I N U co I I�.X0 "vlr T26 / w T16 x j I E.C.7 +5 r 7 6" B.V. T Tp EXIST. T24 \p \ V 0 g " N A.C.P. \l Cal w a 5(ve �I 9 �� 10 a I7 +69. w C-) I N a ro 8 i i I l o . w q2� I I~ coo l a o �+� B L A SS to m rn r N I 1 r v e °i z X w 0 ¢ m Ln + w~ w o r m m co a 3 j U U ~ LLl zz w Z N ~ m 0 0 w ^ m Q1 3 Y Ln tD WATER MAIN EASEMENT EXTENSION �*n 0 ¢ 3r TO SAN DIEGUITO WATER DISTRICT m In ENGINEER OF WORK: PER DOC . REC . //- Z / -Ge3 ° + I ` n AS F/P N0. - / a m a m o "' W �, OEMWWF to OEMMOWF xw x z J 3274 ROSECRANS ST. SAN DIEGO, CALIF. 92110 WATER EASEMENT DATA TABLE u (819) 223 -2426 NO BEARING DISTANCE NOI BEARING DISTANCE NO JOB NO. 83 -031 SHEET CALL: EN�C -HT2 DELTA RADIUS LENGTH TS N 75 01'03 'W 10.00' 14N 83 0 20'24 "E C11 85 ° 00'35" 45.00' 66.77 WATER MAIN DATA TABLE AS GUILTS PRIVATE CONTRACT T2 N 14"58 20.00' i 7.00' 36 W 7.00' N 26 ° 39'" C2 19 ° 14'02" 51000' 171.20' T4 N 14 58'57 "E T3 N 17 17.00' 1 N 63 20'24 "E 10.00' C3 09 *08'04" 510 .00' 81.31' NO. RADIUS OR BEARING DELTA LENGTH COUNTY OF SAN DIEGO 10.00' 2 N 26 0 39'36 "W 27.00' C4 05 ° 53'01" 300.00' 30.81' s 4 '57 "E DEPARTMENT OF PUBLIC WORKS T5 N 75'01'0 "W 18.13' 21N 63 0 20'24 "E 10.00' C5 12 ° 33'23" 300.00' 65.75' © N63'54'26 "E 66 0� 37.00' T N 67' "W 7.84' 2 N 8 0'24" 2 1' C6 30 ° 24'43" 29 .0 155.52' • N67 °10'05 "W 69.64' PLANS FOR THE IMPROVEMENT OF: f{� {v T7 N 03 02'10 "E 8.98' T 2 N 83 23'31 "E 3.13' 67 37 0 15'12" 41.00' 26.66' (D 520' 29 267.66' TS N 86'57'50 "W 10.00' 2 N 06'38'29 "W 15.00' C8 90 25.00' 39.29' 293.17' 55 285.84 N 03' 2' WATER MAIN T 8 N 8'23'31" 9 20' i" 65.00' 10 N l3 29'55 22.69' • 51.00' 34 30.34 COUNTY APPROVED HANG "30 05 "E W 14.96' 10.00' 2 N 2 2 N 06 *036'29NW 7.00 11 80 W 5.74' 10 200 27'29 00'010 45.00' B3. 19' 85.00' 29.67' N06 36'29 " W 23,2q Mo. oNOarrsa BY DATE BE NCH MARK 3 29'5 "W CALIFORNIA COORDINATE INDEX: 322 -1677 11 N 76 9'36 • N51'38'02'W 35.38' ° 4 "W 57. 4' 12 7 2" 39.86' • N • p q• 5.31' AS GUILT C /� DE9CRIPTioN OHTS SO IN Y STp rpN BA pF / / 1 N 27 57' 4 "W 7' 2 N 14 58'57 "E 20..00' 1 27 11'40" 313.00' 148.56' 7 20 26 CROSSING SIGNAL 10' EAST OF TRACKS 8' R R r� K/ '02'OB'E 10.00' 3 N 75'01'03 "W 1000' 1 25'30'00" 320.00' 142.42' ® N63'20'240E 5.00' LocATlort- N'LY SIDE "D" ST. AND VULCAN AVE. •� i N 7' 7' 4 "W 4. 7' 15 29'29'31" 5 139.50' N'+ '29 "W 3.24' ! 97 5 '58" 25. 0' 42.89' 0r-lLW..Q RECORD FROM COUNTY VERT CONTRQ1 n - nnnR 4 r PRECISION ELEVATION: 80 -860 DATUM: M. S. L. •,c.•. c Y CG2323 DEC 17 1985 NOM ?w MAR 1 AAA ICR0FIL_MFh w o, rn m cn In rn L0 n c n P I m - EXIST. GRADE co 0 1 -c as v °N ° 1 _ I rn Iq o m m ml 4 m m m rn <, v m to -65 i _ � m m m CD m m � v i m m i m rn m cD IN in w m m m e m� I I mI NI m. FINISH PVMT. �� / -- EXIST. RT. EDGE PVMT. m u @ ( R ' T . BERM CD I U N z LO - EL. 62.60 v v DIE60 w m ; m ° I I a ° ; j �� - �-- °a i / n v •� m m m o o z La 5' "T PE Ij °' a g a w Q m m o 0 r- rn + m N y- z NLET � o o u! m n n n m a, m ., m v m o w w F r < �, m CO I m m.,� m m m lu z z Q ���m CL w o m rn °� m o r o z EL . 57.60 F a (D '- ° m tO m co m m o m w �' a ,, ¢ a u o mN v La wx In m m m v n .a ma • z ow rnz - - - - z 1740i m m c O 1 v u� m y I m� w W W a Lu m w m Q1� rn � _ w v m °i �\ J14 G z �mm �F o cu o m v' A j°+ cr'� I +ow u� cr D BOX >u N �i °o TOP OF CURB v v NI cr a m 'Q in m a .� v v nzw m m m w H v m I m v ° m� m in m rnva u ,� i w f cu owl m ° m m r m oi¢ �� c c N OM m Ri r m EL. 94.36 A.L, �L.53.25 r .� a ca m (D ca mD 36' 18 R.L.P. - RT.CB. (m rnwQ r (01 J m a , @ 9.0% 1350 -U 65 \ m mfa MmT - - \ xmo \ ` wpm �� I EXISY. A.G. BERM PROFILE OF 18 R.C.P. SCALE: HORIZ. 1 " -20' m� 1 ,i N VERT. 1 " -4' N' � ITT) N �j CD m �I PROFILF FNCINITAS BOULFVARD SCALE HQRIZ. 1 " -40' VERT. 1 " -4' A 7 8 9 010 r j !1 2 0Ug1E LEFT U'Ow REMOVE EXISTING FLASHING BEACONS IN 14L EXISTING gI R7 16 !7 18 19 WAY ENGINEER'S NOTE: w ` LANE MEDIAN AND AT CURB LINE 0 13 +90 6 AND ADD R7A TO AAME + CL THE INTENT OF THIS PORTION OF THE IMPROVFMFNTS �I 4 TURN CONSTRUCT NEW CANTILEVER FLASHING POLE, IS TO CONSTRUCT A TYPE 'G' CURB AND SIDEWALK ci + BEALON @ 13 +g5 PER GAL. TRANS INSTALL m ¢ WITH THE NEW CURB AT APPROXIMATELY THE SAME a1 ° iTE 1P WHITE DWG. ES -9A TYPE 9. CONNECT TO B > SIGN 24OX30 U TURN SY ¢ ADD R7 � R7A y OF EXISTING CURB SHABLRBETMAINTAINEDTY o of r dCV�E LINE 4 LINE EXIST. ELECTRICAL SYSTEM m < WITH (FROM 083�L� m��RIGHT SIWrg 60 LANE LANE °� (►a0M THRI% LA ¢ LEYEW SY'e0L AND 1- THE CONTRACTOR SHALL VERIFY THE LOCATION OF r� q U �IEATH 24 X30 XO.Od3' U 24 X30 XO.OB3' X EXISTING IMPROVEMENTS AND NOTIFY THE ENGINEER ,�', +1 X 425 C ° �II r r 1 p OF WORK OF ANY CONFLICTS WITH THE PROPOSED R . � � a R7A ° X 3 0'XO.OB3• ALU M , W N o P -1 ,l� ` !. w FOR E. AL Z DIMENSIONS. Za ID . WH1 0N L INE u1 - - - 1 - BEG FXIIST• UM. v M o LSZEXIgT1►W 5' u I SIDEWALK R z CURB 6 ,� o r CH TO _ c, 'v + -. I¢ I + o c o s v I m ui MATCN m 'V� z r 1 �-7 a 12 • v+,X � _ C- DI D a . m a J F + ° i a& 1'j" N1{iTE °o = o i _ ! _ +c �_ __- m m w LINE �e o _ _ STOP S1 6 r _ ' - - - - - - \ - �� -�_ �.+ o +1 d �I +11.22 R S g 67 N _ J .' - - - -- w i � 7 +01 •6g R � •�� 11 I ��-' _ _ 13 +68.63 cn 8 � ` � - 10 1sT i a CRT y �� Cn - �CXI' -ftKT 12 ' Q a 9 +82. a Q N 12 Q m _ __ - - - - _ - - - - -- - - -J� e � _ _ _ _- - y C 19I - -- }J d _ M Ep1AN 8' �a qpC RT CURB _ o - - _ LINE ' SIGHT DISTANCE i -OLD ,) w 450' NTFD Jr EASEMENT T M ONE MONUME MARKER S2 -SD _ NEW `? Qaw @ WITH EASEMENT TO I►_ Q v 12 I / �l OVE 1r ST a 3 = CLEAR SIG DIEGO FER �a o ° 0 3 OLD i - - - _ EXIST. A.G. DIKF * REN ST LT ' GHWA W 11 + v Q m v COUNTY OF SAN AS a Y + ¢ > n I ' - TV N A'S Z o ►+ a REG . � m a N ''' �' 16+22 _48 -- z EXIST. 10 i • g+6 COON 1cn WALL r LJQ° DOG �. •, s 1 o ° ''r. TYPE G GURBNSTTTONo• R/W G ISLAND MENT FOR 0.E LTOE OF G rn •`� v F/P p A o y > ¢ Ir- ¢ J� END DIKE TRA � � INSTALL R7 (KEEP RIGHT? 3111N EXIST IN EAS e� a SEE ENGROA N_ 12gg 14 r LL z Ta Of RECORa 'e r + F w a a z BEG . A . G . a. M OW w F ,�S w '- a < ' • w d' 24 X30' XO.Od3 u ALUM. REC' oE�ES� 1 MTT NO. a �Fa4 � m I� > co y a z ' u, z Y NMITE MITH R7A N(EEP RIGHT M) v - • ppC •� Rf R IgT g µK ° DARED 14 -8 pgpClSt cn '" r '+ g < z o ►< w m f- < SOLID 10 m x ¢ < cr oz O _j I ¢ W ¢ ¢ l H L'HANNELIZATION J _ 1TE I I WA P LOCATE I�p g 1W CRIB L_A N FNCINITAS B 0 U L F V A R D I : W H 0 r W ¢ ¢ ¢ o ; Q > 24XIB ALUM LINE NO ' - ` / d • SOLI ` NE p97d1- dEH N ENCRO ACNME MORE m ' m H a o u, ^ m y I Lf) L BICYCLE SIB 1 BE 44 OR 1786 QB Z. < = m w' ¢ m Q N m� um ¢ LINE EL OCATEN X91pEWA1.K gT SIG" A FROM R o w z Q � "+ w o' U I (n P 1 1 -� MEDIAN CURB DATA TABLE + w cr + < a a m >o m0 1 EXIST 2 Ap1N i W59 BEH PELOCATE�N11rp SIOE 1 __ - -y x a � z m ►. a Q x STORM D INLE '1 a 0215 So T SIGN NO. RADIUS OR BRG LENGTH ; 1 ¢ In (00 x r c2., y EXIS * am REL �ATEH SIDEW 2.00' 180 8.28' IN = m 1, 46 wa �f ' \ = Q 45 z _ -- __.__ _- -_.__-- " 1 1 W m V CONTRACT \ u Z R2' ❑ 992.00' 4 19'35 74.91' 6 + 1 `� ENGINEER OF WOW: MATCH TYPE UTTER AND S O �� G �� CURB DATA TABLE 0 996.00 4 19 35 75.21 � i a OOgTY OF SAN SID WALK ; EXIST• CURPROPpSED N 75 ° 01'03" W 191.49' � BV�L 1 EyH,L q2 K- 3-i DEARDORFF S DEARDORFF SID 4 oE� AIITMENT of PusLlc *o�KS EXIST - 16 A1N s *• 9 NSl s rn , R r PER TVEMENT PLA RADIUS OR BRG A LE NGTH ❑ N 75 Oi'O3 W 112.49' �_(1 �• 1274 ROSECRANS ST. �� I MPROVEMENT STORM DR N i9.; RO , rl �. i w `�i 7 SAN DIEGO, CALIF. 92110 IMP Q • 01'03 W 32 13' ❑Q 55.00 24 23.11 _ -__ _ _ . c.c. STRIPING & SIGNING ON .� Miol 223 -242e 0 A N 75.0 8 4 ° 1'03' W 138 12' ❑ 0.00' 204'14' 25.21' FNCINITAS . 111 - - -_ -_ -- ..- -- -_.__. - _ JOB NO.83 -031 she, CALL: T 2/B ENCI t�IITAS BOULEVARD 1 DATA TABLE �. 781.98' 12 °04'03' 16 4.70' n 8.00' 57 6.01' N V $ N H T I NDEX : - 7 CISI z - - - - -. - 1 NO. RADIUS OR BRG LENGTH Qi 963.00' 11.55'58' 200.56 20.00' 57.25'18' 20.04' IN M" M N�V 198fr ; ;' - oneem low CHIS. S0. IN E'LY 3� CONC. WE OF 8 @ N 85 E 359.82' A N 80.58'56• E 192.95' AS WILT PRECISION `* �u 1.00 !80 00 00 3.14' C R.R. CROSSING SIGNAL SO EAST OF TRACKS �( 0FIL D 1000.00' 19° 18'38' 337.03' �* 46.88' 81 31' 18' 86.41' �� 2.00' 180.00'00' 6.28 LOCATICK N LY SIDE D ST. AND VULCAN AVE. MAR 13 198$ `'' - -- ___ - _ __._ .. _ IN ENCINITAS W N 75 W 325.42' 0 N 00.32 '22' W 9.72' ss N 85.40'!9' E 171. " Wo n " 04 �pOp ►pt COUNTY VERT, CONTYOI OC -lIOOS �"� 19 MICROFILMEn---------- --_ -_._ ___ \1 4 1000.00' 9 ' �. ss N 85.40' 19' E 171.04 ELEVATIOIk 80 - _ c ( 23 DATUMk N-S-L- OEG T alf MICROFILMED