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2001-7294 I (Plans) r GENERAL NOTES WORK TO BE DONE 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES R/W R/W 7A 6A THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 50 : WITH THE PLANS, THE CURRENT ENCINITAS PUBLIC ROAD STANDARDS, THE C15RENT REGIONAL STANDARD DRAWINGS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 25' 25' / CONSTRUCTION "GREE OK EDITION) AND REGIONAL SUPPLEMENTS. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS I Q Q PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO , 5.5' 15' 15' 10' ITEM STD.DWG S YMBOL CONSTRUCTION. 4.5 \ PROPOSED CONCRETE SIDEWALK PER G -7 i A.C. PAVEMENT ............... 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE (DECORATIVE COL ; (SEE GENERAL NOTE N0.2, MIN. 4" A.C. • OVER • 6 " II A.B.) APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. ( CONCRETE) I ' ( CONCRETE PAVEMENT (DECORATIVE COLORED) ...................... 2.5 (SEE GENERAL NOTE NO. 2) E. -••'•` � `�' ~ 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE , CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, SAWCUT J._. CROSS GUTTER AND PAVING. �- TES I V,� - - - - - 6 CONCRETE CURB ........................... G- 1.............. rT 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON - U I - - -J 6" TYPE'G' CONCRETE CURB AND GUTTER........ G- 2 .............. THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES - EXCEPT AS SHOWN ON THESE PLANS. HOWEVER. THE CONTRACTOR IS REQUIRED e CONCRETE DRIVE. WAY ......................... G- 14A............. TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN EXIST. A.C. EXIST. A. C. HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PROPOSED A.C. PAVEMENT BERM PAVEMENT AND AND BASE af PLANS. ... ............ PROPOSED BASE (SEE GEN. a CONCRETE SIDEWALK (DECORATIVE COLORED)..... .. 6" TYPE'G' - .' CONCRETE NOTE NO. 2, MIN. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE CURB AO 4" A.C. OVER 6" CONCRETE ALLEY PAVEMENT ...... ..............G- 21............. SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW GUTTER CLASS II A.B.) L WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXIST- - - - - - - - - - - - - - - - PER G -2 l 1 1 1 i J • •.�- ING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO (BORED, - - - PEDESTRIAN RAMP (TYPE A MODIFIED) .......... G- 27 ............. •', PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL SEE PLANS) T.I. : 6.0 NEWCASTLE A LOCATION OF EXISTING FACILITIES TYPICAL SECTION - LIVERPOOL AVENUE - I r T • • • • • • • • . • .. • ... • . • ... • .. • . • • PEDESTRIAN RAMP (TYPE D). .G - 31. .. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR (NORTHEAST OF NEWCASTLE AVENUE) 2A . -.: TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK NO SCALE COLORED CONCRETE PAVEMENT WITH COMPANY REPRESENTATIVES. �* ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 3A 4" PVC SEWER LATERAL ....................... 5 13............. "UNDERGROUND INSTALLATIONS' FOR LOCATION OF ELECTRICAL LEGEND CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. R/W R/W -� 3 SHEET NUMBER 8A 2" COPPER WATER SERVI(E .................W -2. w- 15........... TELEPHONE: 1- 800 - 422 -4133 509 -- PROJECT BOUNDARY 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO 35' 25' 6" BACKFLC>w PREVENTER REDUCED PRESSIIFtE .....W- 26A............� STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER I I PRINCIPLE DETECTOR ASSEMBLY i WORK WITH COMPANY REPRESENTATIVES. 15' 20' 19' 6' KEY MAP "NO PARKING - FIRE LANE* SIGN ............................... NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE SCALE: 1" = 50' "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND PROPOSED CONCRETE APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. SIDEWALK PER G-7 CONCRETE SCALE .........................DETAIL SHT. 7A....... , TELEPHONE: 1- 800 - 422 -4133 I (DECORAT VE COLORED ' BETE SAN DIEGUITO WATER DISTRICT T SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY 2 5 1. REVIEW CE THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A ASSESSORS PARCEL NUMBER 9. I � AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST I SAW(�T I REPRESENTATION AS TO THE ACCURACY OF, THE LOICATION CIF, OR THE EXISTENCE OR 260- 370 - 07,23,24 & 25 OF RELOCATIONS, IF NEEDED. RTES I VARI r% NON - EXISTENCE OF, ANY UTILITY, PIPE OR STRUCTURE WITHIN THE _�S z LIMITS OF THIS PROJECT. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALL- - - 2. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E. LINE CROSSINGS, TIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT:1- 800 - 422 -4133. '.'�, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXIST- ING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS BUILT" SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT- EXIST. A.C. WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. PAVEMENT OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. PROPOSED A.C. PAVEMENT EXIST. CURB PROPOSED PAVEMENT AND AND BASE 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND / OR ADJUST TO GRADE ANY 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED 6" TYPE'G' BASE (SEE GEN. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES VALVE BOXES, ETC.) OUTSIDE THE AREAS TO BE PAVED. CONCRETE NOTE NO- 2. MIN. WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURB AND 4" A.C. OVER 6" CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET 5 (LASS II A.B.) STANDARDS, THEN THEY MALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S 13. ALL LUMINARIES SHALL PROVIDE 9O°CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE PER EXPENSE. HORIZONTAL. (COLORED, SEE PLANS) T.I. s 6.O 4 UT�I L I T SS TO M MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER sANrr F'E 14. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A PRE - CONSTRUCT I ON MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE OF SUCH TYPICAL SECTION - LIVERPOOL AVENUE MEETING. PHONE NUMBER 633 -2770. (SOUTHWE OF NEWCASTLE AVENUE) 5 SAN DIEGO GO HORIZONTAL GAS AND ELECTRICIVAULTS10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND 15. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS NO SCALE 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACE BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR TRAVELED WAYS. WATER METERS MUST 8E IN FRONT OF THE PARCEL THEY ARE SERVING. N � 16. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W ", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. R/W R/W R/ R/W 1 60' s 1 �► e 17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION 25 , � 25' 10' � 25' � 25' - APPROVED BY THE INSPECTOR. 5D 18. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR 4.5' 5.5' 15' 10' 15't 20 5 �-1 PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROPOSED CONCRETE I I PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SIDEWALK PER G -7 (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO (DECORATIVE COLORED E REGIONAL STANDARD DRAWINGS (LATEST EDITION). CONCRETE) I I 1.5 I 3.5 r 2 THOMAS BROS. 3.5 I � r- 1 PG. 1167 (D3)` SAWC SAWCUT UT ( I I (x I S - _ �' v AR _ Vas �_____ �v - ARIA_ V ARIES T I �J c - - t J - EX VICINITY MAP GROUND EXIST. A.C. EXIST. A.C. EXIST. CURB, GUTTER NO SCALE (n PROPOSED A.C. PAVEMENT EXIST. CURB PAVE PROPOSED A.C. PAVEMENT & SIDEWALK PROPOSED PAVEMENT AND AND BASE � GUTTER PROPOSED 6 MENT AND AND BASE 6" TY A.C. BERM PE•G' BASE (SEE GEN. BASE (SEE GEN. CONCRETE NOTE NO. 2, MIN. PER G -5 NOTE N0. 2, MIN. CURB AND 4" A.C. OVER 6" 4" A.C. OVER 6" � GUT TER CLASS 11 A.B.) CLASS II A.B.) ENGINEER OF WORK Qa of E SS oti PER G-2 5nl�s -0 �� WATER AGENCY SEWER AGENCY SEE PLANS) T.I. = 6.0 T.I. = 6.0 8348 CENTER DRIVE, .sue G. u MESA. CA 91942 sin N Q SAN DIEGUITO WATER DISTRICT CARDIFF SANITATION DISTRICT TYPICAL SECTION - NEWCASTLE AVENUE TYPICAL SECTION - NEWCASTL VENUE t E (619) 7 -9234 FAX (619) 2033 Ems. W" 0 (NORTHWEST OF LIVERPOOL AVENUE) (SOUTHEAST OF LIVERPOOL AVENUE) �.�. •+� CO v, 0z- NO SCALE NO SCALE WILLIAM A. SNIPES R.C.E. 50477 rlr or CAL E Nl BY: DATE 8Y: DATE I EXPIRES 06 - 30 - 05 In DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. x REVISIONS APPROVED DATE REFERENCES BENCH MARK SCALE SPECIAL DISTRICT WAS TCT WA ° CONSTRUCTION CI- NANO�E A BRASS DISC STAMPED "OC 136 1968" IN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: W. 0. 76 - 2904 THE TOP of THE NORTHEAST WING WALL ON NONE DATE 6/18/02 BY: BY: CARDIFF B�NCH LIBRARY 7N - w W. 0. 9 -2012 BRIDGE NUMBER A7 SAN 1 EL I JOV►GOON HORIZONTAL • R.C.E. NO.: 50477 'L_ NEWCASTLE AVENUE AND LIVERPOOL DRIVE .. ._ a DWG. NO. 002 SI ELEV ATION = 14.793 PER U.S.C. t G.S. NONE DATE: DATE: VERTICAL WILLIAM A. SNIPES DATUM OF 1927. EXP. 6/ WORK PROJECT NO. P. C 00 -295 SHEET 1 A OF 10 v N NEW SHEET jQoC CA1002 (CD t i DRIVE 7 LT. i , i I : I I IN4 VE AENTS + BEGAN I + 5A t + e , } } 1 -+ 7i� i arr 1 l MATCI EXISTING TOP I } + + f CUM AM + { i + _ + _ 1 PRl7F�L.E i { k _ - t RETURN OF CURB G-2 q5 IFFT) 1 a 4 + I I + 1 J i (74.66 r CI4.00 t t . I I _ .. - t � : CIRB - z + + cnc4 j I ; + _ l - + t t t ! _ _ is 1 .� I� + + I i 0! R + F- Top bf� ---�► Q y } f ll .-. ( � ! + t 4 OP I 1 } v Top . + i n , , i (n _ _ _ a, � + r } i f i ; ! i I 1 j , . _ _ h + n n + { n I + } 1 i 1 I 1 1 t t n + in �_ 4 I i t + I + + cv I I I - - �5' LEFT) -_ t - t t 4 ! I I - - I Il /� tI } 1 P - - -I- : 4 - 1 _ + t t _ t - + t ;6 } I t } 1 - - - ' i _ -- - I Ll + + - 1 - - - - ---- i ON 1 1I l , I , : ^ I i I Ll �....,1• . +"` -- TT T - : : : i i I ^ I _ _ _. .._ . `t.. - ♦ - t t 1 1 t I _{ � ! I .. _. .._. I + t } } Y In { ��_ t - -t ^ n } } j t.. t i, j i ; (� i n _ _ _ .. - - - - , , 4 4- O I tt � � _ , - - - _ -- t t i I - - _ 1- }II y SCALE NORZ I' - 10' I SEE SHEET velzT. 2 9 fi I i I A 8 7 5 * • j K"5.25 ' �1 i Q 1 SEE �T 5B FM CUM I � • / 0 PROFILE � 4 • RETIRN s � 9 Q } exiST. TREES T o REMAIN L r" ♦ OC1 I IMF' ( 4 '� •I LU / • w `�` FOR OWSITE GRADING F J � , f • - a z N > i SEE DRAWING L- ui T Ti-E COl1VTY OF _ , (1n G 0 C� , i _� 4 N__ i A �. -�r: • �. � R v Or U SAN DIEGO �R - - Q • • r { fz _ 1 I z a - j n I ALK I D - SiDEW 4 52 c� to I t; ao : (DECORATIVE � tt COLORED R/W - D D • ► ♦ % 6 r • ` d • D � 1 � p - -3 .. • _�. s - -- < — i n — — - PER G-2 LN[TS OF SAWCUT/ —�..'— — E GUTTED VENUE , ! Re\novE ACE NEWCASTLE I: Re:n A a A c. PAvENENT 9+ . 94 - W > 8+5 - - _ ' -+, �Y 7+5 — 8 — — �6 7 - A c - SCOFIELD COLOR 5238 - SLMAI� CLAY' 25 o Ig,p OOLM 5238 CUM GUTTER AND SIDEWALK , •son�eR BUFF' COLORS c -� 7SLMA CLAY' C�LI�. AND sIVEVVax i BUF F' GUTTER AND DRIVEWAY APRON CURB, _ AND S IDEWALK � I i CURB, GUT l HANE)HOEE * 0 f— + t . E t , ' ►� 4I`t� - ._ i:ON� E �'`� R I r � - ,_ �__ , PH _ F _ { 1 YP ; �tdEr 16 GUT1E vAU� 1 Q� } _ ;INE �y - - / A 1RANS. 'Xd' F'LAN i L AM� SEE S HEET 3A SEE SHEET 3A ENGINEER OF WORK v QROFESSjo44` CURB DATA 5n /ple�Dyoe sssoc�.at" v �, ,, TN NO. DELTA/ERG RADIUS LIENG REjVIARKS �� N 3P Ir 18' W 164. g CENTER ,�7E. G. U MESA. CA 91942 w ; �, Spg77 H fin N 33' 38 59 W — 6• TYPE � G CIRB ONE (61 97 -9234 FAX (61 2033 ,� E,* 2 — IT 6• TYPE 'G CURB CJTTER • NAWAM A. SNIPES R.C.E. 50477 r�rE or CAL%f� p EXPIRES 06- 30•-05 °° l0 0 10 20 30 a -- I ISM - - -- APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWIN . GRAF"C SCALE SPECIAL DISTRICT I WA wA 0 x REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK �A PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED NEWCASTLE AVENUE 7294-1 ° BRASS DISC STAMPED "OC 136 1968" IN DATE o CONSTRUCTION A g 23 02 By- BY: Q CES a THE TOP OF THE NORTHEAST WING WALL ON HORIZONTAL 1 ~ = 10 BETWEEN BIRMINGHAM DRIVE AND LIVERPOOL_ 4Q c) s� BRIDGE NUMBER A78 -B1 ON HIGHWAY 101 N H AS IT CROSSES SAN Et1J0 LAGOON R.C.E. NO.: —�- DATE: DATE: 1 01 � Q? SHEET 28 OF 1 e •6 AL 1' - 2• WILLIAM A. SNIPES EXP. 6 30 05 a WORK PROJECT NO. P. C• -�`5 Q�C>r�l� ELEVATION - 14.793 PER U.S.C. do G.S. VERTIC cAlo02t z DATUM OF 1927 NEW SHEET iii + i w i t ; 14. 51A A1 3.2r5 9 t t 1 2 $ 4 5 ____ 44--- t W. f t TOP OF Cum' arr a/2 , w V i° /2 are Z -4 + 417i 4 - �/4 d�4 a!d is /4 4 4� � t t C\4 C. ICL6 1 7111 cc j � a 'o + i� - - - ._.. __ -t I mo _ � " — _ -. ._ _.. .. - _. ___ - _. -_ - - _ - .. __ t •_ ;• _ ' ER - i t t-j • VV ' 1 i - r -- - ! r ANA C9 PC 0 6' _. • _ _ CLIPS AND Pte? ' t + c �_ tag ANA PER O PROHLE SCALE HORZ I• IQ' SCALE H0RZ I' IQ' t t - VQ?T. ;1' 7 1 Ve T. P 7 SEE SHEET 2A SEE SHEET 5A SEE SHEET 4A LJ in NEWCASTLE I r �� 10 +00 vEIZPOOL IVE / AVENUE 8+50 9 1 9+50 ~ — 10+50 - \- - -4 LIMITS OF SAWCUT/ I / REMovE E QEPLACE \ ``s SSE ET 8 A / A.C. PAVEMENT (TYPJ u ST - / r. T . t3. .�► F- / t _ T FINISH CG? �- cn / , w W If G2 (n MATCH EXIST. , - - •• r TOP OF CUM I� U5 a R p - _ "._ - 1 d . ♦ • a N, 4 .4 • • • _ t, I .. . ' CO SIDEWALK F62 G7 • . a " • . • f t` . e • . • ° • • • • • - ' , ° ♦ 1 f . ` s_ ` • d D , '/ R • EXIST. ST. LIC�aT TO BE 1 d • 2 , RELOCATED IIV scxrn- EST �4, C • ° r - •. . • ♦ • • ♦ �, ♦ • • • ♦ • .d ` •• ♦ . •... EA�7L:- �VI[.-ryi GRANTED TO 0 h AN - • R� R ' • D CITY OF BVCINiTAS PER • . ♦ ° a I ADJUST GAS VALVE WELL _ • TO FINISH GRADE' NO. 2002 A REMOVE SIDEWALK MATCH EXIST. ELEC. TRANS. ¢ TYPE 'A' PEbESTRIAI�1 AT EXIST. JOINT CONC. TO REMIAIN 7.IT • D RAMP PER G EXIST. CONC. TO d • BE PeooV pk • CONCRETE SIDEWALK • PEA? G-7 I•m �C` R - 35.5• - It `~ 9//off BY 8" HAsN /'. / / T •AP STRIAN 1. R-8' . . " 9.43.5 -13M I - POP ' OF WR1�I ASR O "Z O- R AW F EP G-27 ♦ CU GLITTER TTER E. CONCRETE SIDEWALK °. -� SIDEWALK � PER G-7 ! ` "A T(� EXIST) CLUB DATA - - CURB DATA \ NO. DEi.TA/BRG RADIUS LENGTH RE- t�AARKS oniC�. EXIST.------ a j J NO. DELTA/BRG RADIUS LENGTH REMARKS I' I A - 32'26'25' 25.00' 14.15' 6' TYPE 'G CI�B E CUTTER - 4 A 30 25.00' 13.49• 6' T G• C YPE ' LRB E GUT"TE3Z (TYP) 2 a - 15T25•Cn' 25.00' 68.69' ' ' ' 11+ 29.22 - PCR 5 A- 142 17.00' 42.15' ' 3 A- 3455 25.00' 15.24 .. CLIRB, GUT`fE.R E - 6• E: +�� b A- 21' II'24' 25.00' 9.25 . . SIDEWALK W (MATCH EXIST.) J 15' 20' >9' Ir - .. • 3a ENGINEER OF WORK Qjt pFESS / 5n/pes -Dace CENTER S . G, LA MESA, CA 91942 o E 61 7 -9234 FAX 6 2033 ; Nom u Ew N to o l0 20 30 �� .�•s 3 0�- �� �,��- EXPIRES 06 -30-05 GRAPHIC SCALE CAS d - WILLIAM A. SNIPES R.C.E. 50477 0 - xo REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIA DISTRICT I wA A '" r ' WAS APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO• CONSTRUCTION CNANC;E A BRASS DISC STAMPED "OC 136 1968 IN P NS EPA ED UNDER SUPERVISION OF RECOMMENDED APPROVED NCvJ AF. cAc'gS 1" THE TOP OF THE NORTHEAST WING WALL ON 10' DATE 5/03/02 8Y: NEWCASTLE AVENUE = : SI•!' HORIZONTAL BRIDGE NUMBER A78 - Bt ON HIGHWAY 101 BY: 7� a .� .p AS IT CROSSES SAN ELIJO LAGOON R.C.E. NO.: 50477 INTERSECTION B AM DRIVE AND LIVERPOOL DRIVE Z ELEVATION = 14.793 PER U.S.C. do G.S. VERTICAL 1 2 WILLIAM A. SNIPES DATE: DATE: Z- N DATUM OF 1927. EXP. 6/30/05 WORK PROJECT NO. P. C. 00-295 SHEET 3A OF 10 Gi NEW SHEET 4QA=..00A0 P44Af CAI002(CZ • 15. ' M 423. • V to 9' 1 h 9' 1 J fl ' A/4 p1'4 • J n of OF C P6? 5 _ i _ ,SCALE. VE?7 I I' • 17 . , - . I f+t— - I I t I - F T I -- ELL SEE SHEET 5A 10' 15' I � 25' Dc - ' *+671 a V i YY CURB DATA } PDESSTI IAN RAMP P NO. DEL.TA/�?G RADIUS LENGTH REMARKS SAWCUT LINE E LIMITS OF I N 3r0876' w 5.50' 6' TYPE 'G ClRB E GUTTER I `s REMO OF EXIST. A.C. 4.50' 7.OT r ' �' ! ; -•'; ! PAVEMENT E BASE 2 p - 90�' 00'00' — . - ' ' 51'44' E 27.99' / N 58 ^_ 1 °; ; • . : • AD.LIST SDGF,E VALLT 4 p - 124' 3W= 21.50' 46.75' . . TO FINISH SIDEWALK 5 p - 34' 31'20' 25.00' 15.06 . . 1 3 0 GRADE 6 N 32' 30'56' W — 51.84' 6' A.C. 8ERM PER G \ 10' RELOCATE IEiCOM BOX x h c 864IND SIDEWALK 10«38.91 o -10' FIRE HYDRANT TO BE RELOCATED .��- -> � "F= .: , __ Y : � _ . • R 2.5' BEHIND CURB FACE r SI DEWALK 1 4 _ � � - - ' ...' *A* PEDESTRIAN PAW PEP G-27 ," y • - - r R -I ' 6' A.C. BERM PER G� III ► . _ in SEE SHEET 2A --- _ _ _ 1 - - -- •.� \� _ 1� - 'F, .i�` ..,• t.: .: D .y _ • R-t0 •, � � -- — _— --� --- - - - - - - - - - - - LIMITS OF SAWCLIT/ ;p I ` 1 ' • D / d 'n REMOVE E REPLACE In n A.C. PAVEMENT , ? 11+50 10+50 I t = ` 9+50 -. . '* • ` F� r " E "• - _ - - - T A TLE AVEi� / c�i C -.. AVENUE 20 30 NEWCASTLE I - 4 to 0 _ - ^_•_._____ IT - . ~ I . , GRAPHIC >r � O • lt. SCALE W :.. /' .. ENGINEER OF WORK O QR pFESS /p me maymcfecew N TER pRl TE. G, LA MESA, CA 1942 7 234 FAX (619) 2033 EW p�� 0 civi 0 SEE SHEET 3A • ks 5 w ° SEE SHEET 3A WILLIAM A. SNIPES R.C.E. 50477 'rE cA` �fd a El EXPIRES 06 -30-05 I N AWN H APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWNG N0. x REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT WA WA �_ TRLICTION CHANGE A BRASS DISC STAMPED 'OC 136 1968 IN P NS PR AR UNDER SUPERVISION OF RECOMMENDED APPROVED LIVERPOOL DRIVE � CONS _ 10/3/ o THE TOP OF THE NORTHEAST WING WALL ON 1 * = 10' DATE 5/03/02 BY BY: 7294 4�H 1_ cl= s 5 BETWEEN NEWCASTLE AVENUE AND ALLEY NORTH BRIDGE NUMBER A78 -B1 ON HIGHWAY 101 HORIZONTAL Aejscc)j2jp f4 (R" -1-14-CA V) AS IT CROSSES SAN ELIJO LAGOON 1- — 2 , �— R.C.E. NO.: 50477 DATE: DATE: ELEVATION = 14.793 PER U.S.C. do G.S. VERTICAL WILLIAM A. SNIPES 6/30/05 WORK PROJECT N0. Z CAIOO2(C2) P. C. 00 - 295 SHEET 4A OF 10 IL DATUM OF 1927. EXP. NEW SHEET RecbRo "Ai i ' - _ I i I � ! ( ! i I i 1 � ' 1 I— �� I 64.9t ns� 1 i r I : : I : t - _ Ir - _t � I i Q � I I 4-- I rofl 1 - -- - - - - - - - I s : �• } : .__ _ __ __� -_. ._ — _.. .._ - — - -- -- -- __ — __ .. i , -. t t } f : + a l I I I � -t — I I i I ; ; _ i r L -f D/4 O/4 O/4 O/4 o I ! , - -- -- + i I Cum I i i 1 H .d ( S - - i TOP Fit ap I I �I f : i 0 } ( LEF-r A/8 (16 LEFT) crj r h 0 a0 �•. : i I i t : : 1 I I I i _.. { - t a. , { I - - - } J ..4 a , 1 I I I ! i : 1 i , I i I t (is' tLEPT) fi ! _ - ; II l I I I t { ri �ci I 1 I ►-- i i : I r , C4 Cj - h h � 1 � r ci h I ; I , I t f + _ t f { } { t 1 4 t t t t �co AND GUTTE 1 } } I t I I ; 1 ! f -�. i I I , : : i - - _. _. - _... L� - _ f I _�.._ _...._.. ..t - -} -. } f ._�. _ -t. +...__ �. t.. .t { ,.F� , i { i ' ' t i I I I + t I { t + f t I cv I I } - i } t + - - + t i - - - - -- - - I 4 f , 1 1 i �Z 10 . -} I A I - r 4 1 -- 1 -- r - t — j - - - - t t 1 1 I I i I t 10 SEE SHEET 2B 11 SEE SHEET 6B 12 W �L, i.. V • _ El 2 V R EC S REPLACE I �j r A.C. PA > 1 5• I IO• D - -- Q -- - - - - -� -- j Q .� CURB DATA B. a ' - • � _ NO. D.TA/BPG RADIUS UENGTH REN AWS NEWCASTLE AVE. f d I � • 31 *47 18' 25.00' 13ST 6 TYPE 'G CURB E GUTTER s 2 A - 149 51' 39' 25.00' 64.95' - - 3 A- 27 06 37 25.00' 11.83' `L, • , 6• CURB ` • J fT 4 N 59 51'44' E — 65.61' I v E CER PER G - 2 FOR OIWSiTE GRADING t ; i v 9+J2 • PRC SEE DRAWING L- 1 AT THE COUNTY OF z d NEWCASTLE AVE. ° SAN DIEGO = i . • / o 11.25 LEFT 1 • o C.Qti STQrT C04 7.5 7.5 } 9+60 -11N'STALL 4" r a a W • SEER LATI32AL 5 EXIST. TREE C1lRC3 PAR C3-! �7UP ( � T - PM 5 t CURB Ta SE (2 AsbvE � � • I j 72 G A-P TO REMAIN F/N/Sf{ S/OJ�K/ACK ` • f s. TYPE •D' PEDESTRIAN �+ • • , I �. ` ^ MOOiFiED PER. REMOVE EXIST. YUCCA TREES 3 3' C PIPES 1 • • f ° � SST. TREES Y SIDEWALK RAMP PEP G-31 + RAW PER G-31 PLACE FLATYVORK SEE ` 3A S PEf? 27 • .d TO R131A,�,IN � a C PER G-7 OL ORED AT SAWCUT G-7 IN T WELLS - _ }. MAT -1 4 + L EXIST. a d R/W d EXIST. COW, S/W Y 7 ` 4 is Va �. / • e d 0 D • ° • • V '•. • gI, d d M 1. d • d d d k 'w . : . Iff ..I*- • d ( EXIST. COW, CIRB y- • . • 3 - �. • d �• 4 • • • • Q . • r } d • • d d a �a A - ,r. r �� .rte �— — v. > > .1� ' is • • ` ` rJ`v N ic :. LIMITS SAVVCt�T' i_n - 6 CLAM ; i REMOVE R�LA+CI. GUTTER PER G-2 I�► _ - : ac • PAVEIvEiVT 10+00 VENUE �:; "A' ' + + ` + i +0+00 ASTLE ` TYPE Rte : ocx_ `\ DR 9+50 10+50 ( I 1 0+50 C ' C� + 12 S II +3237 LIVERPOOL \ \ cl S I - 10+00 ALLEY ING 8 t 1 f ! 10 0 10 20 30 'CDs AC WATER SCO�.D coLOa� 5238 aAr • i.. . GUTTER, SIDEWALK - -- -- II AN RAMP PEDE ' AND , f. - c� GRAPHIC SCALE v, ;'_ ENGINEER OF WORK Qa oFEss� o � < .,E4 D r 5n/plew Dyne ° f 8 CENTER DRI G. LA MESA, CA 91942 W ; 50477 N m ONE 619 7 -9234 FAX 6 2033 SEE SHEET 3A t, r Q- ,. . � - � SEE SHEET 4A VVIWAM A. SNI S 06- 30 -05.E. 50477 r f CF CALM ° I A WN " x REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT W WA APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. ° BRASS DISC STAMPED "OC 136 1968" IN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED THE TOP OF THE NORTHEAST WING WALL ON 1" = 10' DATE 9/23/02 BY: BY: LIVERPOOL DRIVE 729"4 _ N - w SHEkT A ', �S 101310 BRIDGE NUMBER A78 - B1 ON HIGHWAY 101 HORIZONTAL W AS IT CROSSES SAN EUJO LAGOON R.C.E. NO.: 50477 BETWEEN NEWCASTLE AVENUE D ALLEY NORTH a SN F_ T _ 14.793 PER U.S.C. & G.S. VERTICAL 1" = 2 � WILLIAM A. SNIPES DATE: DATE: I 0 �, / n2 — BETWEEN 630 D5 WORK PR0,IECT N0. P. C. 00 SHEET 5B OF 10 DATUM OF 1927. EXP. Gi NEW SHEET RACORD CAIOO2(C2) T i t i , I I _ ! i I {11 r i } - _. - . -.__ -_ .. ... .....}. - I i I _ -. t -- - , � IFFY EDGE I_ 4- T T cr + ; I PAVEIVENT I - -- - - - - _ + _. _ ON o co 8 ...L. * - T .J 1 _ j O { , d j } (7.5 LEM VV VV _ ' T .�. I 10.(4s I 1 i J : I a ' L f -} # t } f I . 1 - _..} j i. , tt - 1 J_ -- Lu -_ -- _ _ 2 _ I p . � - Q _ _ �- - __ I CH�(T�If�E : - �- _ _ +-- - - - I I ( I r _ _ _ _ _ _ ._ I .. _ _ _ i it -- , I I ! GRADE a + _ + + , _ f n i -t � I i 1 CE JTEFt-M 1.5 c6 _ , I f - I 1' ♦ - . _ , _. .. _ _.. _ _ , , - - __ l • -}. _ - ! i t I T t : CQ Ll co 1 0 , 0 l { 1 4 00 di 0 , V I t - } } t _. .. O� f LL + + + O O I } _ v - -�- - -- , co { 1 O t t T n _ - } i t ao .. f ! I } CHV7ERL INE a0 ( t - 1 , I -. _ t f t t • - t Y t _ _� } } t 8 1 s I i ! i - - 4 - - -- 4 4 . ! -F : 5 — r t 8. 4 cn t Ir 1 ► I _� - P tt I I ! I , r o ♦ + + + t } i + { en Q ! d i ! , i i : LL I 1 + ap cv t i O O _- + f i + - t n .. , IL } { . ! ^ _t t ! I I I I + + } { } t 0 I t + + t } .p j } - - t t 1 f e(1 - - _ - - 1 10 t f n . + } 1 j T n +� f _ t E::Kr7 I IIVC� c o - _ _ _.- c9 .. r n .. n _ - : 1 + �� - - + f RIGHT EDGE I I - - } + j I ,. r I I I _ {{ - + , _ - - -- - _ }_ i _ I - Ve T. - �- , fi - - -- + I 10 8 g SEE SHEET 56 ClJ�6 I Remove mEPLA tt P A P }- I EXIST. CONIC. I ai _ / ADJUST WATM 1 REMOVE A.C. PAV PER -ACE CONCX?ETE SWALE ( EXIST. CONIC SSW J i 0' EME (r WIDE) METER BOX TO NT REMOVE E RB'LA►CE FINISH GRADE _ - - -- - - - r: i•. 251z a PA c. VENT sA,wrxn - t Y ` --I Imo"— - II PARKING - FIRE LANE SIGNS MODIFIED PED. \ PER ENCINITAS FIRE DEPARTMENT RAMP PER G-31 E NIATCN' ADJUST WATER AREA TO 6E XIST. W �� ` ° REGR AIDED ,gpEp \_,_; SAWCLlT � MATCH =' } � STANDARDS (TYPICAL) / METE? BOXES TO (2% MIN.. 24 MAX.) ! _ �.` EXIST, ,yi tip, A E { 2,5p• NIGH RETAINING' WALL EXISTING WALL TO ! FINISH GRADE W PER I pEp� O 222 h t 44 MATCH I 9+ d, ,. x ` / EXI ST. t. BW : -� mmr J � Q d • 10 +00 9+24.5 t - C:OMECT ° • - I DRIVE in -- -- (, '� TW. 79.00 BV1y - .. 11 f 323 LIVERPOOL ? T �, , L '\ \ f . 'r 61.50 d _ _ rl AL _ � f¢ c W ,_ d ° • • ! — r W CONCRETE C1�29 0 6.�� PM GRADING PLAN .. 4, R - I TYPE v PE TRiAN = I _ RAND PER G-31 Q SEE TYPICAL SECTION `' �? 1 rj ALLEY - ON di SWEET f k E t _ _. �` _ . ALLEY n 7A � PAVEMENT PER G-21 , FOR ON -SITE GRADING I J i Y' SEE DRAWING L- Q AT TI-E COUNTY OF - - — SAN DIEGO f �c _ _ I i I ill - , L w EE SHEET 4A � r SEE SHEET 5B S ENGINEER OF WORK QaOF E SS I O 5n/pew -Dye sssociatles �° %0 NOTe 8 CENTER QRI G, U MESA, CA 91942 s Na 77 C TO PROVIDE NO PARK ING - LANE' ONE (619) 9 9234 FAX (619 2033 � E, OF THE BUILDING Of= I PB? ENCI IT FIRE IRE DEPARTMENT y4 OY ao co 10 O 10 20 30 EXPIRES WILLIAM A. SNIPES R.C.E. 50477 TF NE EXPIRES 06 -30 -05 C10 a_ I OEM" - GRAPHIC SCALE o TRICT I N DR AWN " WA APPROVALS C O ITY F ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. x REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DIS WA S " IN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED o BRASS DISC STAMPED OC 136 1968 ALLEY 7294 a - - - - -_- - - -- 9/23/02 v THE TOP OF THE NORTHEAST WING WALL ON 1 „ = 10 . DATE L p p, 4Q BY: BY: BRIDGE NUMBER A78 -B1 ON HIGHWAY 101 HORIZONTAL �� 50477 BETWEEN NEWCASTLE AVE. AND MANCHESTER AVE. N �E 5}) E LA S R.C.E. CROSSES SAN ELIJO LAGOON TE +►�' ... .. w AS IT CROS 1. = 2 . . DATE: 1 / 3/ 0 1 _ a N ELEVATION 14.793 PER U.S.C. do G.S. VERTICAL WILLIAM A. SNIPES P• C. 00 — SHEET 68 OF 10 • 'R� EXp, 630 05 DATUM OF 1927. WORK PROJECT N0. NEW SHEET RrEdwORD FkvNJ CA1002( t Q ; (7 i t I t t t t t y 1 r { t t + + { T f { t f I f I i I 1 1 I I i - EDGE OF CONC. , , , 1 P AVEMENT , I _ - 1 _ + t _ _ - - - - - - -- _ 1 r 1 i 1 I I I h I 1 r Qu ! - ' ,rap i ! : f t co f mom t , o _ 1 I _ .- - - - - - - _ - LEM 1 + t + t t + p } j_.__ + GRADE 1 a { + j t a �- � - � 4 { { � � - - -t - � } - � - - I LEFT EDGE Qo5 LEA - - - .5' r { { t r 1 4 1 ! { t i , 1 , I 1 I t f I f I i I i i I i I i i I i 1 I I I 1 i I i i I I I : : + { y I j I � t + I f I i 1. 62 I GR ADE I a t —mot t2O - t I �, I i bN I t7t*t 1 1 I 10 C4 + + { } f I + , o t f- - I fi �. w - a0 - - -- _ r� -_ - I - - _ M - - - .♦ -1 a ♦_ . . 1 . I -. II -.l J I I, r i ! . } r-. . -1 t � � i'- - �- - -_�- _{ i {. a.. - T I I i i i V , i n i , , I , 4 4�g + dp N t 1 { i i i I : � v n , ! I ' t I i i i i - i i 1 i i ro i a GRADE 1 _ i : a0 O 4 , { t # } I r t t } + } 4 f } ± i } i -t• t {+ ' + I i ! } � I + �o t t t 1 t 1 + + ICDGE OF CONC. j _} -� IPAVE IE NT n" i I ---1 - - - - — -- - - - I w 1 w yr l 1 I I I I 1 1 I 1 } l t I t # f t r co t t t I t i 1 i - - _. I - - 3 _ I - I -. { . _._ _ r - _ . _ - - - - - — - - - - - - - - I I I I i N (� i t ! O 0� i II1 : ; - - - - _ - _ - - _ PAN I C1 I I I , 1 i {. �- � �_- _. _ � +. , 1 . -�... _- -_...- __..._ ! � � i ♦ i. i �. _ -_. _�_. -- y _ - � � �. .�. <- 1 _4 1 i 1- t r 1 r /1 i +- I __� + - t 1{ , L� I I : • 5 5' ' RIK�-iT) � ' - - - - _ - - C7 RIB ~ _ I I : a , , t � , { GRADE � { F � + t . � t , � � � + 1 j tt l 1. + �- � I I I N — I i RIGHT I j i I I + • __tom' . . . < ._ +.. -� � - ' -- - -- �•--- - +-- --�- -- -- - - - - r - - i — - + _ _. ..- . - - T r — - . •� -1! — r• — r -- � - T--- _ _ °.� -�__ ' _ . -- . . _., , . . - -- - ._+._- ... -- • +- - -^ � -- I j j 1 j j { I � i O t co , + __. - - -- - - 7� : 8 I + I I i - ! f t t t 10. I I A!LE= eer I SC HORZ : I V r - z J f f t t - - 6 7 8 R/w Q/w 7.5' 7.5' SMOOTH / W IN•. 21 AREA TO BE REGRADED ADJUST WATER INVERT 6• (21 M MAX.) METER BOX TO 2 ! I ' FINISH GRADE L5' 15' * + 11W A.C. ;o 1.0% M LIP (Typ) O.OT , .y - ' ` Q a ♦ • ♦ • • • • • ♦ ♦ • • 4 Q :5 e 7+00 ALLEY - F w zo - - ! , ♦ • • d d • • • d d d • • • e • d • e • d ♦ • VJ d • p d a •♦ w 4' MIN. 560-C-3250 ♦ • • • • Q d ♦ _ d ♦ d f _ fi �w /W�� CONCRETE ♦ • • ♦ n VJ • MATCH EXISTING EDGE PROP06ED 6' THlCIC V r''' PROPOSED A.C. PAVBVBVT AM BASE CONCRETE AM .C. Y + {' (4• A PAVEMENT OVER 6' CALT12ANS PAVEJVEW PER G-21 CLASS II AGGREGATE BASE MATERIAL COMPACTED TO 951 RELATIVE COMPACTION - SEE (FERAL NOTE NO. 2). X FOR ON -SITE GRADING SEE DRAWING L- TYPIC SECTION — ALLEY AT THE COLNTY OF SAN DIEGO NO SCALE g ENGINEER OF WORK ,,ppfESS 0M 5nlp�es 0g a sssociaties c ft* acrd m 8 CENTER VE, STE G. LA MESA, CA 91942 y �' _ M Q ONE (619) 7 -9 34 FAX ( 9) 2033 W ; N0 � N 7 r E�'.0��06 a pl- 10 O 10 20 30 �... c, 1 7. a NALUAM A. SNIPES R. .E. 77 101 cAt 0 GRAPHIC SCALE x REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT I " CIT O C WA APPROVALS Y F ENINITAS ENGINEERING SERVICES I ES DEPARTMENT DRANG N0. ° CONSTRUCTION CHANGE A BRASS DISC STAMPED "OC 136 1968" IN P NS PREP ED UNDER SUPERVISION OF RECOMMENDED APPROVED o v gr<oap THE TOP OF THE NORTHEAST WING WALL ON . - 1 6 18/02 /�/�, ,L� ALLEY N BRIDGE NUMBER A78 -61 ON HIGHWAY 101 HORIZONTAL 1 0 DATE / BY: BY: 7294 W AS IT CROSSES SAN ELIJO LAGOON �"'�'•"'- • R.C.E. NO.: 5047 BETWEEN NEWCASTLE AVE. AND MANCHESTER AVE. N ELEVATION = 14.793 PER U.S.C. do G.S. VERTICAL 1~ 2 � WILLIAM A. SNIPES DATE: DATE: Gi DATUM OF 1927. EXP. 6 WORK PROJECT NO. P. C. 00 SHEET 7A OF 10 NEW SHEET CA1002(CD � SEE �HEET 5A I �♦ 76.50 F.F. 45 5s � ' i 1 0 LI OF SA/ t REMO ` T CE A.c. PA 't \ la A, 15' �, \ D ► 25 25' If T 3 „" ' ► FOR ON - SITE GRADING PEDESTRIAN RAND ' PFJ2 G SEE DRAWING L- 10+56.33 AT THE COLNTY OF 10+55.25 PCP ' SAN DIEGO . 6' CONCRETE CURB • } E GUTTER PER G-2 e = - • SEE SHEET 4A E. •' D O FINISH GRADE VALLT 7 10+43.A� I a> SHEET ZA a �' 0' 6 CONCRETE CLRB + D v E GLJTTE12 PER G-2 � ♦ CONCRETE SIDEWALK PER i_ + TYPE 'A• > . 1 «. c ADJUST HH TO G-7 RAND PER G-27 FINISH GRADE D , D coNClzE Te 6DIrwALK h PH? G-7 (DECORATIVE i p •. 10+28.35 - .', COLORED CONCRETE) PRC 12/V1/ F p — . w o► i . TYPE •A' pED. r in • • PER 6' G-5 v: . • • D o D A.C. BERM PER { .`� • E N OR SH E Y'. � p . • D , ' j � _ - - - - -- - - - - - -� -- -- - - - - -- 1--- - - - - -- - -ter' -- D II� q ► p 1NG ARCI"t D ° �' .4 t • 73��/ �, LIMITS s S O A�W - aT I�/ - 3250 J .D �� REMOVE E in ,(►. ( ` _ _ ADJLIS'! SM1-P in A.C. PAVEMENT FINISH GRADE ! - �" ! AVENUE 11 450 8 o NEWCASTLE 9 9+50 �� � , - _ 10+50 ! _ _ _ I I _ — — — LMTS OF SAWCUT/ 6 if �` Ib4+00 A / REMOVE E REPLACE S, 0 +00 Li . A.C. PAVEMENT (TYPJ - + . Aflk1S'r 1$ TC3 ! FINISH - - _ W F F w tir 6238 t .'FINISH` *•$ J J ! t • - 2 _ ♦ + \' RAW La o , _ E F • • 4 r PA 0445 T:.. , ► �; ° , . ' EASEMENT GRANTED TO R/INI i - CITY OF ENCINITAS PER n ar.A' 4• TYPE 'A• PEDESTRIAN DOC. NO. 2002- �` ¢ o RAMP PER G-27 RECORDED RENAOVE SIDEWALK ._ 7 174 AT EXIST. JOINT ,� 01 70.24 PRC SEE SHEET 3A EXIST. COINC. TO '• � .. 6 . CLRB BE REMOVED a o E GUTTER PER G-2 • ' �- CONCXETE SIDEWALK SEE SHEET 3A -� �. " D 8-35.5 PER G a 2r �� ti d • TYPE 'A' PEDESTRIAN R.8• 9+4363 " I ° 9+44.27 �' �JEJ�rALL re '" W /D 8 0 W ~ **11 RAMP PER G-27 PRC PCR COL! THE CViQIB A T E3A�G'I!' OF CONCRETE SIDEWALK ° ° 9 �` .� w ALK PER q -Z7 PER G -7 • ir �► 9 • ,, y MIATCN EXIST. ' c ' NOTE I CONC. a CONTRACTOR TO COORDINATE 6' CONCRETE CUM J LIMITS OF SAWCUT/ CONCRETE FINISH. TEXTURE AND 1 REMOVE V� CE SCORING WITH CITY OF ENCINITAS �[ E GUTTE 2 PER G2 A - `�'' (TYP ` � AND PROJECT ARCI -gTECT J 9 +29.22 A pcQ W J / ! 15 ! 20 �' 1 35' 30• V I F ENGINEER OF WORK e vof ESS � bnQ ~ _ ENTER DRI STE' G. LA MESA. CA 91942 Na W477 o A P ONE (619) 9 9234 FAX (619) 33 Eq Wimps 1 3 OY ' crest � O 10 O 10 ZO 30 WILLIAM A. SNIPES R.C.E. 50477 r�rE a cA``Fd I EXPIRES 06 -30-05 GRAPH SCAM x REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT AW" " APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. WA WAS CONSTRUCTION CHANGE A BRASS DISC STAMPED "OC 136 1968" IN PL S PRE UNDER SUPERVISION OF RECOMMENDED APPROVED v L N THE TOP OF THE NORTHEAST WING WALL oN 1" 10' DATE : 5 03 02 BY: BY: � INTERSECTION _ BRIDGE NUMBER A78 - ON HIGHWAY 101 HORIZONTAL V) AS IT CROSSES SAN EUJO LAGOON NONE WILLIAM A " �"�'"'- ' R.C.E. NO.: 50477 jd 't' NEWCASTLE AVENUE AND LIVERPOOL DRIVE Z ELEVATION - 14.793 PER U.S.C. do G.S. VERTICAL A. SNIPES 6 05 DATE: DATE: _ ^�"�� WORK PROJECT N0. P. C. OO z DATUM OF 1927. EXP _L— SHEET 8A OF 10 vi � CAIOO2(CZ NEW SHEET i f EE WELL (TYP.) " I 10 O.C. FRAGARIA FLATS 0 - SEE DETAIL THIS SHEET 10 BOUGAINVILLIA PURPLE SHRUB TYPE ; TRANSFORMER 0 5 NEW ZEALAND FLAX i 5 GAL I 0 I 2x4 REDWOOD HEADER IMPATIENS 22 i 1 0 1 GAL. " PHILOD6DRON 'XANADU' 9 I 12 GRAVEL EL ST RIP j 1 GAL. I 3 STRELITZIA NICHOLLI o i 5 24 BOX a.■. \ rLAGSTONE TO AT STONE AT cps LIBRARY SET 11 / \�" C CRETE SLAB 1 " WIDE 2" DEPTH I 2 , BLACK BEACH PEBBLE 1-6s A. POURED IN PLACE CONCRETE BENCHES � 1 0 16" HEIGHT WITH EASED EDGES. COLOR - -- - - - -- - - -- - - - - - -- I& MATCH DECORATIVE CONCRETE COLOR AT LI WITH SMOOTH TROWLED FINISH ND GRA COATING _ i�.r.rkkW I EDGE OF CONCRETE \ F Ica r 2164 M AN MA M -- SEATING DETAIL EXP. 02 SCALE. 1/4 _ 1 -0 = SCALE: 1/4" l'-O" - T9TF QF CAOF� o�� MAW SCALE SPECIAL D � AP DRMAW C W OF ENCNNrTAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. REOCORO RO4AJ BRASS DISC STAMPED "OC 136 1968" IN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE THE TOP OF THE NORTHEAST WANG WALL ON , 3/�/� sY: �; c�� NEWCASTLE AVER BRIDGE NUMBER A78 -B1 ON HIGHWAY 101 M�Zdr1TK AS N= OAS : 71F94 D AS IT CROSSES SAN ELIJO LAGOON R.L.A. NQ.; — DA7 O 2 DAZE: S� B V I!CS-!AM DFIIVE AM �. RIVE ELEVATION = 14.793 PER U.S.C. do G.S. n(`,� NARIAN " — _j DATUM OF 1927. EV. 11/30/b2 VMW PROSCT HIM P. C. 00-M F SHEET 9 OF /p i I 1 XTEND 1 " LINE TO 1ST I I TREE WELL IRRIGATION LEGEND , --- - - - --, SYMBOL MANUFACTURER MODEL NO. DESCRIPTION I � ! �\ RAINBIRD PEB SERIES REMOTE CONTROL VALVE - SIZE PER LA HAMMOND HV - 8901 BALL VALVE (1" SIZE) 0 RAINBIRD 44 LRC QUICK COUPLING VALVE (3/4" SIZE) PVC SCHEDULE 40 MAIN LINE PIPE - SIZE PER PLAN A \ �t PVC SCH. 40 LATERAL LINE - SIZE PER PLAN 1 i PVC SCHEDULE 40 SLEEVE - TWO TIME H ________ °___ SIZE OF THE PIPE TO BE SLEEVED, MINIMUM t ! I SIZE, 2" FOR CONTROL WIRES . I / PSI GPM RAD jr RAINBIRD 1812 -SAM -10Q POP -UP BUBBLER 30 0.39 10' RAINBIRD 1812- SAM -10H POP -UP BUBBLER 30 0.79 10 0 RAINBIRD 1812- SAM -10VAN POP -UP BUBBLER 30 VARIES 10' _ VALVE NUMBER s / / I GALLONS PER MINUTE NOTE: ALL END RUNS OF LATERAL PIPE NOT LABELED SHALL BE 3/4" SIZE VALVE SIZE I f I i . I I I I , I j J ! I i _ I I INSTALL NEW CONTROL WIRES T O 1 " EXISTING RETAIL CONTROLLER SAWCUT AND PATCH EXISTING PUBLIC SIDEWALK TO LAY NEW PVC LATERAL � ORE UNDER EXISTING PERIMETER WALL FOR NEW LATERALS M } XISTING LINE AND HEADS TO REMAIN NOTE ' ! I ! COORDINATE VALVE NUMBERS WITH RETAIL CENTER'S CONTROLLER i PROVIDE 1 RCV'S IN EXISTING PLANTING BED. REPAIR AND I REPLACE ANY EXISTING PLANT I MATERIAL THAT IS DISTURBED �.1. , j �fl, �• r'jl r \ i ____.E XTEND 1" MAINLINE FROM LAST BANK OF VALVES AND CONNECT 2164 2 NEW VALVES TO EXITING RETAIL M AN MA CENTERS AUTO CONTROLLER EXP. 11 / 0/02 CAQ SCALE. 1/4 _ 1'-0 I�oNS o DATE �RaRM oAIE BENCH MARK SCALE SPECIAL DISTRICT APPF�O�/AL8 CWTY OF ENCf�11TA8 ENGINEERING SERVICES DEPARTMENT DRAWING NO. R&coA2D P4AAj BRASS DISC STAMPED "OC 136 1968 IN PLANS PREPARED UNDER SUPERVISION OF RECOM APPROVED �� NEWCASTLE A VENUE THE TOP OF THE NORTHEAST WING WALL ON 1 DAW ; A� im //t.M QY: 7Z94`" BRIDGE NUMBER A78 -B1 ON HIGHWAY 101 HMZWAL — • AS IT CROSSES SAN ELIJO LAGOON ��•A• No — DATE: 3 SI 02-- OA?E 3 oz AM ELEVATION - 14.793 PER U.S.C. & G.S. 11ER11r 1 AS S MARIAN ARUM DATUM OF 1927 E>O�. 1t�1� WORK PROJECT N0. P. C. 00 - t SHEET /O OF !d ADWORD P4AO ' 65NERAL NOTES WORK TO BE DONE 1. A RMIT SHALL BE OFrtATNED FROM THE ENCINITAS ENGINEERING SERVICES R/`W R/W THE IMPROVEMENTS CONSIST OF THE FOLLOWTW WOW TO !E DOW IN DEPA FOR ANY WORK WITHIN THE STREET RIGHT - -NAY. 50 7 S 6 WITH THE PUNS, THE CURRENT ENCINITAS PUBLIC ROAD STAND CURRENT REGIONAL STANDARD DRAWINGS, THE STANDARD SPECIFICATIONS PUBLIC WORKS 25' € 25' / CONSTRUCTION "GREENBOOK "(1997 EDITION) AND REGIONAL 2. THE STRUC SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD HOARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO i 1 i ' ITEM STD. SYMBOL CONSTRUCTION. 4.5' \ � PROPOSED CONiCRETE � / .. ........ .. SIDEWALK PER G-7 i A.C. PAVEIrEM. ............ ............;. 3. APPROVAL OF THESE I VEMENT PLANS AS SHOWN DOES NOT CONSTITUTE (DECORATIVE COL (SEE GENERAL NOTE M.2. MIN. 4" A.C. 6' CLASS II A.S. APPROVAL OF ANY CONSTRUCTI UTSIDE THE PROJECT BOUNDARY. CONCRETE) j� CONCRETE PAVEMENT (DECORATIVE ORED) 4. ALL UNDERGR UTILITIES WITH STREET RIGHT -OF -WAY SHALL BE 2. S ' -_ (SEE AL NOTE NO. 2) � CONSTRUCTED, CONNECTED AND TESTED PR TO CONSTRUCTION OF BERM, CURB, I - CROSS GUTTER AND PAVING. ( I Al I .4 AR y -� - - ....... -� _ _ 6 CaVCItETE CURB .. ........ .. Ft .......... 5. THE EX ISTENCE AND LOCATION OF EXISTING UNDER FACILITIES SHOWN ON 6' TYP'E'G' CURB AND BUTTER........ �2 .............. � � U - I jl THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVA BLE RECORDS. TO - J . - THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER E ING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRCC IS REQUIRED ■ _; DRIVEWAY ....................... �.Grt4A............. TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FAC TY S HOWN A.C. PAVEMENT BERM EXIST. A.C. EXIST. A. C. i HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN THESE PROPOSED PLANS. P�PD PAVEMENT AND AND BASE CONCRETE SIDEWALK (DECORATIVE COLORED) ..... Cr-7 .............. - 6 TYPE'G' BASE (SEE GEN. ■ ► a =' CONCRETE NOTE NO. 2. MIN. If. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE CURB AND 4" A.C. OVER 6" CONCRETE ALLEY PAVEMENT .................... F21....... ` ..... ' SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW CRITTER CLASS II A.B.) WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXIST- • ..`.. ING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO (COLORED, - y i i 1 , , PEDESTRIAN RAMP (TYPE A MODIFIED).......... 9-27..... ' PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL PLANS) T.I. = 6,0 __ , w __ A L OC AT I ON OF EXISTING FACILITIES CAL SECTION - LIVERPOOL_ AVENUE AMP (TYPE D). _ _ _ - PEDESTRIAN R 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 8 ELECTRIC COMP PRIM AST OF NEWCASTLE AVENUE) y F : TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK NO SCALE 2 COLORED CONCRETE PAVEI M ... ............................... WITH COMPANY REPRESENTATIVES. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 3 4 PVC SEVER LATERAL. 'UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL GEM " ........ ..............Srt3............. CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. R� RAW 3 SWEET NUMBER S 2 " COPPER WATER SERVICE .................W -2. W`15........... �.._._. TELEPHONE: 1-800 -422 -4133 50 � PROJECT BOUNDARY e. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO n • 25 • 6" BACKFLOW PREVEN I L REDUCED PRESSURE ..... W-26A ............ STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER PRINCIPLE DETECTOR ASHY WORK WITH COMPANY REPRESENTATIVES. 15' 20 1 1 KEY MAP "NO PARKING - FIRE LANE" SIGN ... ............................ NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE SCALE: 1" = 50' "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND PROPOSEDICONCRETE APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. SIDEWALK PER G-7 TELEPHONE: 1 -422 -4133 I O c�TE SAhi IEGUiTO WA VE COLORED 2.5 I TER DISTRICT Y WORK ON ANY IW"OVEMENts SHOW an 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE R WITHIN EXI G CI -(F-WAY WITHIN 60 DAYS AFTER AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST SAWCUT REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF. OR THE EXISTENCE OR OF TRACTION PE II T. 3 SUCH WORK ACT EVERY OF RELOCATI IF NEEDED. I 27c I NON- EXISTENCE OF, ANY UTILITY. PIPE OR STRUCTURE WITHIN THE ANY DAY UNTIL CTIVE ENDENT OF VARIES � r �� , - LIMITS OF THIS PRO ECT . Y OTHER I ATED WITH TH fSf 7ECT CONTROL. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALL - - 2. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E. Lt NE CROSSINGS, TIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT:1 -800 -422 -4133. ''' LINE PARALLELING, OR PROPOSED COMECTION SHALL BE FIELD VERIFIED. ALL EXIST - By ING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS DATE 11. POWER SOURCES AM RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS BUILT" SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER COUNTY CE SAN D IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT - EXIST. A. C. WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 5201 RIJFFIN OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. P1tt7POSED A.C. PAVEMENT E PAVEMENT 123 -16% PAVEMENT AND AND BASE k 3. CTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND / OR ADJUST TO GRADE ANY SAN DI . D BASE (SEE GEN. ING WATER FACILITY (FIRE HYDRANT. METERS VALVES VALVE BOXES ETC.) ( 6 90 b 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED 6" TYPE'G' OUTSIDE THE AREAS TO BE PAVED. NOTE Na. 2, MIN. WH I AFFECTED BY THEIR PROJECT. ALL AFFECTED HATER FACILITIES MUST MEET ��tt CURB AND 4 A.C. OVER 6 CURRENT DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET A PArl�,c` + CLASS II A. STANDARDS, THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS 260-370-07,23.24 t 25 13. ALL WININARIES SHA�LL PROVIDE 90' CUTOFF . AND ALLOW NO ESCAPE OF LIGHT ABOVE THE PER G-2 EXPENSE. HORIZONTAL. (COLORED. 4. UTILITIES TO MAT MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER 14. TFE CONTRACTOR SILL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A PRE - SEE PLANS) T.I. = 6.0 SERVICES. CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE OF SUCH TYPICAL SEC TM - RPOOI_ A VENUE MEETING . PHONE NUMBER 633 -2770. ST OF CASTLE AVENUE 5 • SAN DIEGHOR S AND ELECTRIC IVAUL 10 FEET REWIRED BETWEEN FIRE HYDRANTS AND PWA 15. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS " NO SCALE DI STIARBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACE BY A REG I ST'ERED 6 . ALL HATER SERVICES TO BEE CLEAR » DRIVEWAYS AND Aril OTHER - CIVIL ENGINEER OR A LICENSED LAND SURVEYOR TRAVELED WAYS. WATER METERS MUST BE IN OF THE PARCEL THEY ARE SERVING. 16. T}E DEVELOPER SHALL MARK THE LOCATION (IF EACH SEWER LATERAL AM WATER DICE BY CHISELING THE LETTERS "S" AND "W ". RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. R R RAM 50 0, RAM 6O' 17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A KVM AND LOCATION APPROVED BY THE INSPECTOR. Z5' € 25' 10' 25' 25' r ip 1 so 18. ILL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR 4 1 10' S' PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROPOSED CONCRETE PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SIDEWALK PER G-7 (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE). AND THE SAN DIE (DECORATIVE COL REGIONAL STANDARD DRAWINGS (LATEST EDITION). I CONCRETE) I ,. 5 2 so . I 3.5 1 3.5 I � R/W 15' R/ SAWCUT SAWCUT r 811E ?� VA Y V� - - - -� - �- v'yR jES 7 1 7.5' 7.5 1 - - ARIES n - -- -- - _ I - ]� TFIOMA - _ -- 1 PG. 1167 c� J EXISTING ' 1 W MIN. 1X MIN. - - �- GROUND EXIST. A.C. EXIST. A.C. EXIST. CURB, GUTTER PROPOSED A.C. PAVEMENT EXIST. CURB PROPOSED A .C. PAVEMENT R SIDEWALK PAVEMENT AND AND BASE t GUTTER PROPOSED 6' BA SE AND AND BASE MAP ALLEY PROPOSED BASE (SEE GEN. A.C. BERM S AVEMENT PER G � NOTE N0. 2, MIN. NO C ONCRE TE G S NOTE NIO. 2. MIN. PER G-5 4" A.C. OVER 6" _ TYPIC TION ALLEY 4" A.C. OVER 6" CLASS I I A CLASS I I A . B. NO SCA LE ) ENGINEER of WORK PR Of> =ssi PER G-2 S/1 _ 10 WATER AGCY SEWER AGENCY (CO 0 RED , _ ,'�� \ '` $ EE PLANS) T.I. = 6.0 T1 6 .0 ENTER DRI STE. G. U MESA, CA 91942 y ; n SAW DIEGO HATER DISTRICT CARDIFF SANITATION DISTRICT TYPICAL SECTION - NEWCASTLE A SECTION TYPICAL SECT - NEWCASTLE A E (619) 9 9234 FAX (61 0 -2033 ; (NORTHWEST OF LIVERPOOL AVENUE) ( EAST OF LIVERPOOL AVEN 010. !JS /o NO SCALE NO SCALE WIWAM A. SNIPES R.C.E. 50477 1tE CA�� EXPIRES 06- 30--05 Or DATE BY: DATE o DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. x REVISIONS APPROVED DATE REFERENCES BENCH MARK SCALE SPECIAL DISTRICT W AS T T WA 8 C0AISTR11C7 140AIC144 A 1 go v BRASS DISC STAMPED "OC 136 1968" IN S PR ARE UNDER SUPERVISION OF RECOMMENDED APPROVED � IMPROVEMENT PLANS FOR: V W. 0. 76 -2904 THE TOP OF THE NORTHEAST WIND WALL ON MIDGE NUMBER A78 ON HIGHWAY 101 HORIZONTAL NOW pA,� ; 3/04 2 BY: BY: CARDIFF BRANCH LIBRARY 7294 -- W. 0. 9-2012 AS IT SAN ELIJO LAGOON CROSSES •+.- • �S - [WIG . N0. 002J5I ELEVATION = 1 ES PER U.S.C. h G.S. Np R.C.E. NO.: �77 DATE: DATE: NEWCASTLE AVENUE AND LIVERPOOL_ DRfVE ATUM OF 1927. VERTICAIL NAWAM A. SNIPES EXP. 6/30/05 WORK PROJECT NO. P. 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L c T VKO I P �* 7 - 0 1 7 Iffa I LWA . •'` it �� ®r��r� - , � ii�i�l�l�i 11�1�l�► � • I • + . MEMO , f . • • • - .• M■�E r _ NNE • ■ ■ • aarao �.a -- • Z141 OTTA - • . . • • • • r • IV • • • • • • 101 a� • _ , • , Ems NOME 1 sc i PEI 1i kAl loose _ 1 ' • 1 • /, -. y # - i °+ ♦- - _ . - - }. ..AA C. BL -KM .. ._ 1 . _ _. 4 - *--- --+- -- t. _ _ _ - - -. _ .. __ ♦ }_ _ _ �... ± i lT.7 v A�V 0 0 (15 LEFT) _ OETUON pR�OFIL 4 on k I -- - rh L4 i -41 - - t ,_. 1— + , - _ 0000 P + i OF 100 ^ + n ^ - — - + - - - - a0 r + A- - +- ST ^ LO 1 Laor AO +� � ^ - - 11(i 0 U • cri c0 + N 'n rj M lf cc , ;, + n v . FIC if 4L6 i rvc:vv W6��E. AVt=NU 00-0 SCALE { •�'�Z I• IO' } t _ + .. i + t VE'RT.I' 7. g 9 SEE SHEET 5A 10 • 55'�°� A.C. DRIVEWAY 10' N � K 10+55.25 [ SM �T 5A FOR CURB RETU• PN PROFILE I ' EXI - TREPS _ , Q ; � Tti I / - o d d f , i`J '� „ TO REMAIN x z. / ai _ ;0 _ U+ FOR ON -SITE GRADING + x , S • i ' ' I i SEE DRAWING L- C4 AT TI-E COUNTY OF ��' �' 7 '_ • ` O 3 SAN DIEGO (� $ - � N � E m .ocn ^ f ao �f '^ C" I S IDEWALK V/ 4 (DECORATIVE ° 6r7 VE R/W co COLORED CONCRETE) ► dh ► ► ► •D ► SEE SHEET 4A V in to IV v DI i ♦ ► 1 . �i. ° • AIL A.C. ARM LIMITS OF SAWCXJT/ is cri 6•CL�B PER G - 5 EWCASTLE d A.C. R R EMOVE AVENUE NEWCASTLE , w . `1 1 L 7+50 8 . t > 8+50 9 I 9+50 C - b - _ - _ co -• A'_. 1" a - ' E- P E) wC; 76- +'j I' I" IQ +OQ VERPOOI_ IVE . _ SCOFIEL D SCOMELD COLM 5238 SCOFIELD COLORS C-25 SCOFIEiD COLORI '5238 'SCJNBAKED CLAl" _ - *stmAKED CLAY' oLw CLRB, CRITTER AND SIDEWALK CURB .r 5 GUTTER AND SIDEWALK in GUTTER AND DRIVE-WAY APRON C14 CURB, �aNC?F1 _)LE ALK in a S� ' n d 1 O Nt A L -_ L_. � �� � �-- TRANS. '• ; AM. F= i ? SEE SHEET 3A SEE SHE ENGINEER OF WORK ei ofESS oy � 5n/p�es -Dyne �0 � �A CURB DATA ''�� ,�► CENTER STf. G, LA MESA, CA 91942 o NO. DELTA/BRG RADIUS LENGTH REMARKS ONE (6 7 -9234 FAX (619 2033 at EW �� a 10 O IO ZO 30 I N 3r u I& w — 1 64j - r 6• TYPE 'G' CURB I: CXJTTB? we 5 3 P ' ter Cows%. .� cb a _ WILLIAM A. SNIPES R.C.E. 50477 �r EXPIRES 06 -38-05 F aF cxo GRAPHIC SCALE ° SIGNED A APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. x REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT WAS WA ° C MTRUCTION CHANGE A BRASS DISC STAMPED "OC 136 1968" IN P NS P PAkFD UNDER SUPERVISION OF RECOMMENDED APPROVED Q THE TOP OF THE NORTHEAST WIN WALL ON 5 /0 3/02 V 1" = 10 DATE : — BY: BY: NEWCASTLE AVENUE 7 I 000� BRIDGE NUMBER A78 -B1 ON HIGHWAY 101 HORIZONTAL 7jj 0� a AS IT CROSSES SAN ELIJO LAGOON 1 2, DATE: DATE: a-2- R.C.E. NO.: 50477 BETWEEN BIRMIi40HAM DRIVE AND LIVERPOOL DRIVE ELEVATION = 14.793 PER U.S.C. do G.S. VERTICAL WILLIAM 6/30/05 AM A. SNIPES . P. C. 00-2M SHEET 2A OF 10 N DATUM OF 1927. EXP. WORK PROJECT NO �/D Sy SEE S /wwr z8 cAI002cC2) � ■ ■ ■■■■■■■■ ■ ■ ■ NOON ■■■■■■■■■■■■■ NOON■■ ■ ■ NOON ■■ NOON ■■■ ■■■ NOON ■■■■■■■■■■■■■■■ ■ ■ ■ ■■■ � ■■►■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ /.' ■ ■■ 0 N ME■■M■■E■ SOMEO ■OSO SEEMS son No SOONES MEN ■ i■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■l�i�� ■■■ NOON N ■ ■ ■ ■ ■ ■■ ■■ca■�r�i■Mi■Mr■■■■■■■■ - r i■■■■r■■■■■■■■ �i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ �■� ■ni■■■■■■■ ■■■■■■■�r��� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� /. %NOON■■ ■ ■ ■ ■ ■ ■� N■■■■■ ■■��� © 1100110 � �� ■� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ r■o ■� © ■ ■■�■■� ■■■■■■■■■■■■■■/ ■■■■■■■■ IU ZR le 1 NOON■■ b:� ■ ■ ■■ ■ ■r■■�■■O i ■■rte■■■■ ! ■ ■■ I■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■i ■■E• • ■ WEE K -3 0001 ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■�.% ■■■■■■■■ No 111 ORION NONE ;r rda. ■E■■ MEM■ON ■■ ■ ■ ■<< . ■I ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■t 1 r ■ ■� ■E ■ ■ ■ ■ ■ ■ ■ ■V/� ■ ■■ MEMO ■■■■■ ■MM■■■■Ei ��t _ ■ I■■ ■11■■ ■s1 ■ ■ ■ ■I ■■■ ■ ' ■■ MI ■MMMMSE ■ ■ ■MMMMMEE ■M ■MEE ■ ■■ ■MME■ ■■ ■1 ■■ ■� 1 MOVE 1110111111111111 t ■■■■■■!�i ■■■■■■■■ NOON■■■ ■ ■E■ DEMO ■ ■E ■E , ■■ �■ I ■ ■ ■ ■E ■11 ■ ■ ■ ■ ■ ■i 1■ ■ ■ ■ ■ ■I ■ ■ ■ ■S ■Ei ■■■■■EI ■ ■ ■ ■ ■EME ■ ■ ■ ■ ■ ■M ■ ■ ■ ■E ■ ■EE ■ ■EEE ■■ ■■ ■ ■ ■I%E ■ ■11 ■ ■S■ I ■ ■E■ ■■■!!, ■■ ■■■!. ■■■■■■■■■■■■■■■■■■■ SEEN ■■■■■■■■ : i ■■ �` �� ■ ■ ■ ■ ■11 ■ ■ ■ ■ ■ ■11 ■ ■ ■ ■ ■EI NOON ■ ■ ■I NOON ■ ■I ■■■■■■■■■■■■■■■■■■■■■■ ■EM■■■■■■ NOON ■1 NOON■ 1■■■■ IM■■■ ■■■ • ! ■ ■t! » ■■oo■■o■■o■ ■o■ FINE t �/■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■� �� ■ ■ ■ ■11 ■ ■ ■ ■ ■■1 i ■ ■ ■ ■ ■MI NOON■■■ NOON ■MI ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ NOON ■1 NOON■ 1■■■■ I■■■■ ■ ■ ■!'! ■ ■ME■■ ■MM■ ■S ■M■ ■E■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I� � ��� ■ �!■ ■11 ■ ■ ■■ ■11■■ ■ ■ ■I NOON■■ ! ■■■■■sl ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ NOON ■1 I■■si I■■■■ I ■■■ ' ■■ . ; � ��'� ni �� ■ ■ ■ ■ ■ ■■ ■S ■ ■ ■ ■■ ,, N N■E■ ■■■■ . , 0 NNIM11■■■■ WHEN ■EMI ■ESEES ' ■E■■■EI ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■S ■1 ■ ■ ■■� 1 ■E ■!� IES■ ■■ •' �. - . ■E■■ ■■Eh ONE ■■■ F sob Nor. I ■■ �' ■ ■■ ■ ■ ■ ■ ■E.. NOON ■I NOON■■■ ■■■ ■ ■■ NONE /■ ■■ NOON' ►' \ ■■ ■� : NOON!!! ■ ■ ■ ■ ■ ■' ■ ■ ■ ■ ■� :I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1' 41 - E ■ ■1 _ _ ■■ : ■■■ ■■■ /� .. ■M. ■ ■It ■ ■!!L�!!! ■ ■ ■■ ■■■■■■■■■■ ■E ■EM ■ / /r■■■ ■ ■M■ I ■M■■■ 1 ■ ■ ■imm NOON ! • ■ ■ ■ ■��a ■ ■ ■�� ., ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■M ■I�� ■ ■EL, . ■ ■� ■ ■■ ■ ■/ � 1w ■■ ■o■■o■■o■■■ ■EM■■ / ■� ■� ■ ■ ■■I ■! :> ■ ■11■ ■■� i I ■EME■ �'' ■E■EM ■■EEC ■NEEME ■E■■EEM■ ■E■■ ," l ■ ■EM ■M■I • • • = 1 .; . ` Ml� !�" ■■ i'� NOON ■■ ■ENE■ �� ■�il.� ■ ■ ■ ■m ■■E■ . ■■. , ■■■■■■■■■■■■■■■■ n■ .. ,1 • 111 1111 ■ELI! NOON■ . ; ■E■■ ■■ /� ■ ■MS■ ■ ■ ■E■ ■ ■ ■ ■ ■■ ■ ■■ ■ ■ ■EMMEE ■ ■MM ■■ �`���M ■ ■I ■ ■ ■ ■ ■ ■� •• ■■ l ■ ? . C : •.!,:�! .r= ■ ■ ■S■■■M� oso ■Il ■ ■■1�� /� ./ NOON■■ NOON■ /� ■� ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I �■EI ■EE ■EEi� ■■ W111 li /!■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■0■■1i■■ ■ ■ ■!� ■ /.rS ■ ■ ■ ■ ■ ■ ■ ■■ ■M■ ■E■ a .. T = ■■■■■■■■■■■■■ 01 ■ ■! , ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■► �`•��■ ■■ ON ■■■ ■o■ %■■■■■■■o■SMI ■ ■ ■11 ■ ■���" ■ % ■ /. % ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ • . ■E■ ■E■ ,, S■■■ ■ ■■■■■■■■■■■■■■■■■■ - 3� _ ■■ ■ ■� ■ ■ ■ ■■ I ■ ■IE� ■ ■ ■ ■ ■ ■ //■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E ■!1R!!■ ■ ■S. - �:.�, : _ ■EEE■ ■■■■■■■■ ■S■■ ■■Sr EEO ME ■o■■oo■■oo■■oo■■■■■■■■ NOON ■ ■1► _ N� ■EIS ■ ��EEEE ■ ■ % ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■! ' ! ■ ■ ■ ■ ■ ■ ■ ■�� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■s ■ ■ ■ ■ ■ ■■ ■soon ■EOM■MM■ME■soMM ■s■ooEMEO■ s■■■ ■■■ ■MS ►�1s■ �SI�MMMMMM / /oM ■M ■MMM ■o ■EEL r�■■■■■■■■ / /■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■Moo ■osMEMMM ■ ■MMoo ■EE ■ ■ ■En ■■■■■■■■■■ M■■■ oo■■■ EM ■MM ■SMM� ■�S ■ ■ ■���ES�S ■M�►M■■■ •- vsom�■/ i■■■■■ ■■■■■■■■■■■■■■■■■■mi moo■ ■omm■■�M■■■■■■■■■■■■■■■■■■■■■■■ ■ ■MM ■MOSOSOSSOSO ■ ■ ■ ■ ■ ■ ■sso ■ ■� �•: � � ■ ��N� - -� -i � � " -+ • � ■ ■o��� ■ ■ ■ ■ ■ ■ ■■ ■�� ■ ■ ■ ■■ NOON ■ ■ME ■ ■ ■MM ■ ■ ■ ■�1. /NOON ■ ■ ■ ■M � �•� � � ■. ��'��� -i -� -i � ��1 ►� • EEEO ■ ■E ■M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■MM■EE ■ ■ ■ ■ ■ ■ ■MM ■ ■ ■ ■ ■ ■ ■E ■■ •. ■■■o►si■■ ■■o■■ ■■ Si.ME ■o ■ ■MM ■ ■ ■ ■ ■ ■■ ■EEO ■ ■ /��EMMMMSEES■ •• ■sMMMS ■ ■■ ■MOSS ■EOM ■Mn REPA • ■!!M■ ` . .__ . NONE - - _ _ NEON - - R MEMO s MEMO al .7 • �- C AS ♦ . w w •• . - ♦ -: C • [O, ♦ • - • •• . - ► • C• - • - •.: ad - • • • - - -• ■ ■ ■■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■Nino ■ ■ ■ ■ ■ ■ ■■r■ ■ ■■■ ,■ ■■■■ ■ ■■r ■ ■■ ■■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■mm ■ ■ ■ ■ ■ ■■ ■ ■ ■, � on ■■■ ��■■■■■■■■ r■ rNN■ ■NN ■Erm■ ■■NNr ■Nr ■NN ■ ■ ■ ■ ■■I�i■r■ © ■■■■■ ■■ o ■ ■■■ ■ ■ ■ ■■ ■ ■ ■ ■■■NN ■NNNENNNN■NNN■ rrr ■ ■ ■ ■ ■ ■■r■■■ ■ ■■N■■ ENO ■WK■ ■ ■ ■■ ■■ ■NNNENNNNN ■■rrr ■Nrrrr■m■rr■r■rmm���iNNNN■ l oom ■ ANN■ mm■ NNNN ■m■rNNrmmrNNNNN■N■Nme■nNEN■N■N■ ■■nrNiEN■NNN■NN ■N■mm■NN■EN■r■ ■■ ■� ■r ■ ■■■ ■ ■E ■■r■ ' �N■ NNNN ■■NMNNNNN ■ ■NN■N■NNN■■NNm ■:.■■ ■NON ■ ■rNr■ ■ ■ ■w■■■E■ MEE■Ir Err ■ ■ ■ ■n rrr■■■ ■■rrr■■■■■■■■■NN■N■■■■■ /� MESON■ ■EM■■■■ �� ■ ■NNNNNNNNNr ■ ■oNN ■NEN ■Nr ■ ■NNN[• ■■■m■mmoli ■■■ ■ ■� ■ ■� ■ ■■momo ■mores ■■ rNNNNNNN ■ ■ ■ ■ ■rNN ■NNN ■ ■ ■NNNNNNE ■N�� ■■ENNE■ ■■ ■rrNNN■ �� ■ ■NNNN ■NN ■ ■ ■ ■oNNNNNNNNEO ■ ■NNt,; ■r■rrNNN11NN■rl ■mm■mmom■ ■m■ ■ ■mN ■ ■mmNN ■NN ■N ■ ■ ■ ■ ■■ ■NNE ■ ■NmmNNN ■ //■■ME■ ■M ■NE■ ■■■■■■■■■■■ Ni '' \r ■rNNNNmmN ■ ■rNNN ■ ■NN ■NENNNF ■ ■ ■ ■ ■ ■ ■m11NN ■ ■I�t W■MM MEN MEMN ■■ ■omo■omommo■ '� mono■ mmomm" m ■m■ ■mm■ ■■ smo■mmlimm■ml ■ I MENE P ■■ ■ E ■NENMr ■ ■rNE ■NN ■NN ■ ■NNrrrrrrr ■ /' ■oommoommom■ ■■■■■■■■■■■■r NOON ■■■■■t ;;4 ■rrrrr■■ ■N■ : : ■mmm■r�1N■Nri ■■ ■�Ir ■ I ■■ MEMO . Omni ■ ■■r■mmr■■mrmrN■■■■mmrm ■ ■mmmm■/ ■■■■■m■m■m■m■ ■mm■■m■E■■ommo■ ■■■■■■■m E■■■■■■■E■■■mm■■Nt: ■rrm■m� INNNNi ■NON■ NNmr� lr■r■I ■rEN■ ■Nr■r� �, ■■■ N■■■ NNNNN■ NN■■■ ENr■ rr ■■rrNN■NNr►.�r�r■mrrr ■ ■rNN■Nr■ �`- � iii - - � �` i �N- -?- ■mmm■■ - ■ ■■m ■■■ml imm■mm■Nrm! ■ ■ ■mm ■ ■■r� 1rr■N� ■■■■■ ■ ■ ■ ■� 1mmN ■I ■Nrm■ ■ ■m ■r rin • ■ommor : , ■NNrlir■NE m■mml lommol■mmo■ ■E■■r ■mmmmm■■■■■ mommomm■ ■MEN ■M■ �mo■nmmmoommo■■1s ■E■ ■■ ■ENNi ■o�nNNN■ ■■NNI INN■■i ■■■■■ Nr ■NNE ■r ■ ■■ ■NON ■ ■NN ■!! ■NNNrrr ■rN / /NEON■ ■NEmmommommo■ ■■■■■■■m ■■■ ■■■■■■■m■■ �\■■■ ■cm \m■■m■11■■■NN■ ■ ■■W ■ ■E" � � ■■w momol1■■■■I■■■■r N■N■Nr m■m■■���mmm■IIm■■■■■■ ■■■m■ ■r�' '�mm�mmmmT �Nr ■r!� ■ ■r ■�w ■N■ � ,.oNrrNNNNONO■Orr■r■ ; ■ NNm ■ ■t /. %r ■N ■N ■N ■ ■Nmr ■ ■r ■ ■ ■ ■mm ■mm■ ■m■rNNNNNNNrrNNN■NNNN■N■ R■■■■■i■■OSE ■ "wmmm ■■■■■■ No •, ■■■V ■■� ■■l:. ■■p x ■■■■ I, NSNNNr■r■NNENNNN■ NNNNN■..rNN ■r■■Nmrm■rNNrr■ ■rrrrr■■■ - - ■■N■■ iii■ �w■mm■i lmom ■ ■■R ■■■` i ■■■" ' romo ■NC � ; ■NSO■NNNN■NNNNrr■rNNNNNNN■ ��NNm� l ��l i■■■■i ■■m■■ ■■ ■■■„ ■�,rr■NNNNm■m■r ■ ■nmmNNN■ ■ ■ ■■ ■o ■m ■o■■m■■m■ ■■■mm■ \■mom■■■ ■m■■� `'� ■t■ I■■■m■■■■mll■■■■I ■■ EMEN ■ ■� ■N ■N ■ ■ ■t•: �o■■■ioi, /mmm ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■mrmmmm■ ■■■■ ONO Emmmmmommmommomm OEM �� ■ ■■■1■� 1■N■■I ■■Nr■ ■■mN■ ■■■ m■■■■■■■■m MEEK ANN■ ■Orr ■ ■N■N■mNN■NNNrrrr■rmNNNNN■ ■■■ ■NNNNENN■NNNNNNrrNNN■NNNNNNEENN vNNNNNrrNNNNENrr■rN■ �■m■��■ ■� ■NNmmNNr■N ■ ■r■ ■N�.� r�. rNN ■NNNNN■NN■Nr■r■r■rNNNNNNNNr■ ■■■■ N ■ ■N■N■NNNNNNN ■ ■N■NNrmrNNN■NrrEN �N ■ ■N■NNNNN■Nrm�mN■ ■N��r�■NNNN■Nr ■ �-- � ■ ■■����IN■m■i ■NON ■ ■��r■NNrr■Nrmr■rONNNNNONr■ mNNN■■■■ NNrr■■rNN■NNNNNN ■sNN■mNNNNrr ■ ■■ ►�Nrr■■ ■ ■■■■■ =� = --- -- ■ ■rr■rrr■rr■Nrr■rNN■■Ormm■m■NN�. _ ��iN ■ ■Nm■■i■■O■■■■■■mNN■N■m■■■■m■r■ ■■■ m■ ■■■ NN ■■NNNN■N■NNr■N■N■N■NNNNNNm■mmm■ �%MEN■■■N■N■ ■ ■■rNNN■■mNN■E■ENNrnr■rENOrr■ = _: :. mNN■ r■ rNNE.■■ �■NNNNi■NONN ■NNrr■m■wNNNSNNN■S■ ■ ■ ■ ■ NON ■ ■rNNNNNNNr ■ ■NmoNN ■NON ■ ■rNNN ■NN ■ ■NO■ IN�N ■ ■NNNNN ■ ■NNNNNENN ■ ■NrrNN ■ ■NN■ ■Nor ■ ■NNr ■ ■ - ■ NNNN■ ■■■■■ NiiioClmrNN ■ ■ ■ ■ ■ ■rNN ■ ■NNNNNNNN■ ■ ■rN■ ■ mNNN ■ ■■EN■ ■■■NM■■ENNN■N ■ ■NN■ ■■ ■ ■■N■ �NrrmrrrNNNNN ■■NNNNrrrN ■ ■N■ ■NON ■ ■NrrNN ■ ■Nw ■ NON■ ■NmmrmNNr�� ■ ■ ■ ■ ■ ■rON■NrrN ■ ■Nm■■ f, m■■■■ ■ ■■ r■ rr ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■mrmmmN ■ ■Nrmrm ■m ■ ■ ■m■ ■�� ■ ■mmm ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■Nmm ■ ■ ■■ ■ Err ■r ■ ■ ■ ■ ■m� /.i ■■ ENmm ■ ■ ■r ■mm ■ ■ ■m�ImmrrmmmmN ■ ■ ■N ■ ■ ■ ■■ ■mmm rrrmNNN■■N■■ NONE ■ ■ ■ ■■ ■NN■ NON■■ rm■ rrmNNNrn■ mm■ mm► �rrNN■■■ rrNNNN■■ N■■■■ N■ ■NNNNN■NNNN ■NNNN ■ ■ ■ ■NNm■ ■NN■ ■NNr ■■N■ ■NNNNNNNrrrrNN■ ■■ N ■■ ■■NNNNNN■E ■ ■NNNN■N■■■ ■NN■■ ■■ NON ■ ■NNNNNNN ■ ■ ■ ■ ■i.�N ■N■ NON ■NN ■NNNNN ■N ■N ■N ■N ■NON ■N��Ism m ■mm ■mm ■ ■ ■o ■mo ■■ ■ENE■■■■mmomm■mm■mm■mm■mmo ■N■ ■■ NENNNO■ NN■■ NNNNrnrNNNN■■ NrrNNENNNNN■■ Nmm■■■■■■ N■■ r���NNNNNNr■ N■■ NNrrNNN■■■ NNNNr�//■ r■ mrrN■■ ■■■ ■■■■ ■■■■rNN ■ ■m ■ ■ ■N ■ ■m ■ ■ ■ ■ ■ ■■ ■rrr ■Nmmrm■ ■■ NNNNNroNN■ NNNNNNN■ ■■■■■■■■ N■ NNNNNO■ NNNrr■ noNNNNNN ■� \ ■ ■ ■ ■NN ■ ■N ■N ■ ■ ■NrrNN ■■ NON /..I■ NON ■ ■ ■ ■ ■ NON■■ NN■ ■■ ■ ■mNN ■ ■N ■ ■ ■ ■ ■ ■NNrmr ■ ■ ■ ■ ■ ■ ■ ■ ■rN■ ■ ■ ■ ■ ■ ■ ■NNNNN ■ ■ ■ ■NN ■ ■ ■ ■NNNNr ■NN■ Non■ r■ m■■ ENNNN■ Nr■ NNNNNN����■■■ NN■ ���■■ ��■ NN■ �%/■■■■ rN■ ■■■■■■ NNNNNNNNNNN ■N ■ ■ ■ ■mN ■ ■rNN ■ ■ ■ ■ ■NrrNNmrNEm■ ■ ■NNNNNN ■ ■NNNN ■NN ■ ■ rrr ■NNNNNNN■ ■NON■ ■NON ■ ■ ■ ■ ■ ■NN ■ ■ ■■ ■Orr ► � -t•� � �'! ���� •� -� •� � � "� -� • � ■ rN/ �rNNN■■■ NN■■ NNNN■■ NNNmr■ r■ N ■ NNNNNrNNmrNNNNNNNNN■rNNNrr ■rN■ ■ ■ NN■■ NNNN■■ NNNNNNrrrNN■■ NrrN ■ ■NNNNN ■ ■ ■ ■ ■ ■ ■N ■NE ■ ■NNrrrN■ •: �� / ■ ■ ■ ■ ■ ■ ■ EON■ NNNNrr■ ■■■■■■■■■ ■NN ■ ■ ■ ■ ■r ■ ■ ■ ■ ■ ■ ■mr■rr ■ ■NN ■ ■ ■NN■ ■ ■Nrmr ■ ■ ■ ■ ■mNENrr■ rrrrr■■ Nm ■ ■NN ■ ■ ■ ■rmr ■ ■ ■ ■ ■ ■ ■ ■ ■ ■NN ■ ■ ■ ■ ■ ■ ■■ ►. - r/ �r ■■■■ NrmNENrmNNNN■■■■ NNr■ rrmmNNNm ■ ■mrm ■ ■ ■ ■ ■ ■ ■ ■ ■mrrm ■ ■ ■ ■ ■ ■rm■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ice t • y 1 1 • 1 = . ,d •• __ w [o7 e IBM ' 1�._�.�„ a ._.�- . -.-.. - _. r. - " -'• r � �w� ■try ®� ®fit s Sr■M L NONE ONE Elmo■ • ... _. -.. - - y : ■!E ■N ME■■ s - 'NONE • Tit' '11 FmIlogwill M • MINE MINE MEM! 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