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S-71-13.1-13.7li a� NAME NAME S. E. COR. RED H/L L " f S. E. COi1 RED H /LL k N. W COR. A/RIYAY LEAR SOUTH SIDE' A/R y CL/NTON N. W COR. ITEM CL/NTON N. W, CDR, RED H /LL LEAK STREETS S,F.. 747 S.F. STREET EXCAVAT /ON S.F Z. A. C. - LEAR A **Al f CL/NTON STREET LE/ I '.9 I Ilr I 4. A. C 41RMIAY AVENUE F I� A. J. - i 6. A.C. REpH /LL AVENUE S. F. a COUNTY DRA /A/AGE EAS�MENT -� PRl ✓ATE EASEMEN {/ >o GO' SHEET No, 7' R s yo L A M S r. P R O F I L E 3 30' 30' % 1 0 R 8' 22' 22' 8' F SLOPE' 1' -_r Z% LEVEL I CLINE / W STREET SEWER W E R a -- SLOPE4:l' 6 SL. ¢ , It STORM DRAIN IMPROVEMENTS 5 { N TRACT N0 7486 3 LEAR AVENUE 3 � ' iQ6/ f/i/% To Gt97 f'1fe 3"AL7 - CLINTON ST R E E T 4 AVENLIE 4•_ 5•L• 0 R A N 6 E C 0 U N T Y, C A L I F 0 R N I A 11 s R R 12 "AC'P F.N' F. H. F. N. "j s,L ' I_ so, 2 F,, No, 4 GENERAL NOTES w 1 yNEET 11 9 I. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS y� J g 32' 32' g' _ DIVISION OF HIGHWAYS DATED JANUARY 1971 AND THE ORANGE COUNTY HIGHWAY DEPARTMENT STANDARD STREET AND HIGHWAY PLANS,' '" y REVISED 1969. 0,04'a6awT.l, , `' ' �J• 14 -4 O 2. IN ACCORDANCE WITH ORANGE COUNTY CODIFIED ORDINANCE 63.031 -0329, ANY EXISTING INSTALLATIONS SHALL.BE COVERED BY A s.t. PERMIT ISSUED BY THE ORANGE COUNTY HIGHWAY DEPARTMENT. r- v oR SLOPE Y4 " °I' -.�/ LEVEL LINE 7� SLOPE y4' I' ® 3. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS, -- 772 R fH. „p,C•A 5 Z oz 4. ALL STREET STATIONING REFERS TO CENTERLINE OF STREETS. 3 I IZ F�. lJr 7 N Z 5. STRUCTURAL PAVING SECTION TO BE DETERMINED BY SOIL TEST BY THE COUNTY OF ORANGE AFTER ROUGH GRADING, 3 yAt /'�B E +3',L• �0. O 12 10 O 6. WHERE SIDEWALKS ARE ADJACENT M CURB, CONCRETE DRIVEWAYS SHALL EXTEND TO THE BACK OF SIDEWALK ONLY, cL�nton " to /O9`8G F, 13 Q AIRWAY AVENUE / /dote Fraru/ pv, '/i4t SIB N 5� �� �O 7. AFTER PLANT MIX SURFACING HAS BEEN OPEN TO TRAFFIC FOR A PERIOD OF NOT LESS THAN FOUR WEEKS AN ASPHALTIC EMULSIOA SEAL COAT r Kir/.^r Lint % be ✓eef'ee>' 2 , ry' •;• GV S - f' NEET Q" I uMpy,PEO h4u Arr "ur 4 SHALL BE APPLIED, 8. ALL WATER It GAS METERS SERVICE BOXES STREET LIGHTS ETC. SHALL BE CONSTRUCTED OUTSIDE THE SIDEWALK AREA, R, COSTA VESAC /TYL/ MIT.7_+_ 4 /M/TS-UNDICORPoRATEO TEf?R /TO,PY R �; 18 ® s.c. ' 100 ORANGE COUNTY I +Aj 16 a /K� T: r dun! -Y QPFVGE _- 9• ADVERTISING WILL NOT BE PERMITTED WITHIN THE STREET RIGHT OF WAY. J N OP �06 /i ME3A C; 1!-71,7. ___ Ei:•7 js w? ? a.i7-___•__ t +�` A +` g' ' - , Nr. C,.ry - - - - -- - - - - - -- 10. TREES SHALL NOT BE PLANTED IN THE ORANGE COUNTY RIGHT OF WAY. 50' 3'0' v, oc ` LIn<pd�` �� ~i AVENUE �' 11. IF DRIVEWAY DEPRESSIONS ARE MADE IN ANY CURB, DRIVEWAY APPROACHES ARE THEN CONSIDERED TD BE PART OF THE IMPROVEMENT 8' 42' 42' 8' '� p� \ I11u�der A ; : /�� PLANS AND SAID APPROACHES TO BE CONSTRUCTED IN ACCORDANCE WITH ORANGE COUNTY HIGHWAY DEPT. STD. 209. 12' 30' S' " ""I I SHEET NO, 2 12. CONCRETE VALVE ANCHORS 6 ANCHOR RODS SHALL BE INSTALLED AT ALL VALVES 8" 4 LARGER IN SIZE, TO THE SATISFACTION OF THE Z ~ \\� �•i� 3 COSTA MESA COUNTY WATER DISTRICT, YAR 0.3 �2% ° W vile. /9_� c SLOPE Xi I' 1 % I1•:' Ai I,L = = 3' ' - w I� ' T•i� �� 13. FOR CONSTRUCTION IN THE CITY OF COSTA MESA THE CITY OF COSTA MESA WILL PAY FOR THE INITIAL SOIL 11 MATERIAL TESTS, ANY NO' SUBSEQUENT SOIL f MATERIAL TESTS DEEMED VECE'SSARY DUE TO THE FAILURE OF THE INITIAL TE5T5 WILL BE AT THE CONTRACTORS EXPENSE. 5'MiAi /2' /2' 14. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF COSTA MESA STREET DEPARTMENT FOR CONSTRUCTION IN THE 1 LS. ��� ; -',' �� T. Pl�M'T. r5'M�,v CITY OF COSTA MESA. SAW CUT OR FEATHER OVER AS REQUIRED: FOR SMOOTH JOIN TO 3 6, / I 15. CONTRACTOR SHALL REQUEST INSPECTION THROUGH THE OFFICE OF THE CITY ENGINEER (834.53Z3) 48 HOURS IN ADVANCE OF BEGINNING ANY WORK, THE SATISFACTION OF THE FIELD INSPECTOR 16, ALL STRIPPING SHALL BE DISPOSED OFF -SITE AT THE EXPENSE OF THE CONTRACTOR. RED HILL AVENUE \ -' �' � = 17, WHERE JOINING EXISTING PAVEMENT, INSPECTOR TO HAVE OPTION TO SAWCUT OR FEATHER OVER. W / �J° 24 "LO. x%f"T/ace " 18. ALL LOT CORNERS SHALL BE SET IN ACCORDANCE WITH THE RECORDED TRACT MAP. PRIOR TO THE ACCEPTANCE OF THE IMPROYEMEAlm 10 COA/5T 4's4. C. W/5'EALCOAT OVER 2O "A. 6. /PR/MECOAT. ;� 9'rC&F /LL /M A/R 91 OWN SANO 14" MIN. I. D. IRON PIPES SHALL BE SET AT LOT CORNERS, AND 2" MIN. I, D. PIPES SHALL BE SET AT BOUNDARY CORNERS AND AT +,s �/- \ \ STEEL CAS /NG / MiN. -, M B,eicr MOp'TAR PLUG Bark+ E�vos /•AJ /,� 1000 FOOT INTERVALS ALONG THE BOUNDARIES OR LESS, THE FINAL INTERVAL TO BE DETERMINED BY THE ROAD COMMISSIONER. 20 CONST. A. C. k'/SEALCOAT OYEA? A. B. w /PR /MECOAT. 8"Oe /2 "A.CP. 24.x %¢"oR 30 "x N-6" � f9. STORM DRAIN PIPE SHALL BE EMBEDDED AS PER DETAIL ON SHEET No. 7, 30 CONST, 8" CY/RB ¢` GUTTER TYPE A -2 PER STD, PLAN 202. K/000 SA'ios STEEL Lq5 /N6 P /PE A " ® CONST. CONC, S /DEI�YALK PER STD. PLAN 206. g - ® CONST, A.C. W1SEALCOAT OVER A. B. W' /PR /MECOAT. SECT /ON A -A + e "o� ir• .ce 1 STREET NAME SCHEDUL E LOCATION NAME NAME S. E. COR. RED H/L L " f S. E. COi1 RED H /LL CL/NTON N. W COR. A/RIYAY LEAR SOUTH SIDE' A/R y CL/NTON N. W COR. ITEM CL/NTON N. W, CDR, RED H /LL LEAK STREETS S,F.. 747 S.F. STREET EXCAVAT /ON S.F Z. A. C. - LEAR A **Al f CL/NTON STREET LE/ + 3, CUNTG GAL, 4. A. C 41RMIAY AVENUE '' A. J. - i 6. A.C. REpH /LL AVENUE S. F. 7. A.8 . G F. i /2 8. SEALCOAT 4 EA. WATER /3 ' 1. 12"1 C, P. /0. B "CURB f GUTTER L.F. 2. 8 "A.C.P. /l, C04/CRETE WALK EA, 3. /2 ". GATE VALVES /2, COA/C, A,- 6'UTTE.P L.F. 4. 8" GATE VALVES ' -CU,R8 ONLY . . 5. FIRE. HYDRANTS of ASS YS /4 5E MONUMENTS 6. 16" x /Z" HOT TAP e C4 7f VALVE / " 7, /6" x 8" HOT TAP E FATE VALVE /S. L -3 CLEARANCE MARKERS 4 F• 8. BL OW/ OFF 45SEMBL Y /6. STREET LIGHTS - TOOOL I 9. JACK 30"x .5116 " STEEL CAS /N6 /7. 6"A C. BERM 4 /0. JACK 24" x %4" STEEL C,95ING 493 L.F. //. 6" P. VC. /8. STREET NAME SIGNS LuMPSua AF 4"P. vC. 19. LOCAL 01,0RE55 /ON PER O.C. 5TQ PLAN 307(SEE SNEErs 6 d Lvw iw /3. 3" P1/. C. j STORM DRAINS APPROVALS CATCH BAS /N f LOCAL OEP. �R O.C. 3'/d 302 e 340 7 it ooh ,I 2. 24" R. C. P. -123'0 D r') 3. ✓UNCT /ON STil!/C7UPE PEe DETA /LS SNEFr 2 4. 49' rQ C, P. S. 5' 1411pir LINED D /TCy 01,e BLawN Moxr^r) •' " 6. GRADED 01l PE,e OErF/L S SHEET 7 7 R/PRAP PER DEAR /L S SHEET 7 N4o�`BY REVISIONS Ii .'I si. I'I 4i �I ilrl.. Ao I� I . i dry G; STREET NAME SCHEDUL E LOCATION NAME NAME S. E. COR. RED H/L L L EAR S. E. COi1 RED H /LL CL/NTON N. W COR. A/RIYAY LEAR SOUTH SIDE' A/R y CL/NTON N. W COR. RED HILL CL/NTON N. W, CDR, RED H /LL LEAK LEGENO SEWER f MANHOLE - 0 ESTIMATED QUANTITIES QUANTITY UNIT ITEM FIRE HYDRANT SEWERS 6,000 C. Y. 0-0 20,/80 S.F. 79, 574 5. F. 2. MANHOLES 59,354 S.F. 79,574 S.F. 3. 6" 1/ CO LATERALS /06, 363 S.F, /06, 363 S,F.. 747 S.F. 4 ,747 S.F 2,593 GAL, 6,465 GAL, 7,949 L.F 7,9/5 S,F, 3, 485 S. F. 327 G F. /2 EA. 4 EA. WATER /3 EA. 1. 12"1 C, P. 231 L.F. 2. 8 "A.C.P. 6 EA, 3. /2 ". GATE VALVES 60 L.F. 4. 8" GATE VALVES 5. FIRE. HYDRANTS of ASS YS 6. 16" x /Z" HOT TAP e C4 7f VALVE / EA, 7, /6" x 8" HOT TAP E FATE VALVE 45 4 F• 8. BL OW/ OFF 45SEMBL Y / EA, 9. JACK 30"x .5116 " STEEL CAS /N6 415 L.F, /0. JACK 24" x %4" STEEL C,95ING 493 L.F. //. 6" P. VC. / LuMPSua AF 4"P. vC. / Lvw iw /3. 3" P1/. C. APPROVALS LEGENO SEWER f MANHOLE - 0 WATER -n/- GATE VALVE FIRE HYDRANT STREET NAME SIGN STREET LIGHT 0-0 CAUTION: TOP OF 30 "H. P. GAS MAIN IS AT ELEV. (SEE SHEETS 2 > 3) JA &ING DETAIL PERMIT REQUIRED FROM NOTIFY PACIFIC LIGHTING SVC COAT RED HILL AVENUE OX.R:A. AND-THE'CITY,OF (714)529.2889 24 HOURS PRIOR TO STA, 19 +04.81 AND COSTA MESA FOR BORING COMMENCING JACKING OPERATION. STA. 27 +15,18 ,� w • «,L; NO SCALE B,eaers No. 3/Y7r Af Box winv 3M4 NOTES Ce/C co uicts(r MErER Sax w�nr /�_2 "__ -� QUANTITY UNIT Z/6CovER- r� i 1. THE SEWER SYSTEM SHALL CONFORM TOTHE.STANDARDS OF COSTA MESA SANITARY DISTRICT. G" V.C,P, .LATERALS -SHALL BE,.CONSYRUCTED,: 835 FROM THE SEWER MAIN TO THE PROPERTY LINE FOR EACH LOT. 2, L F. 9 EA. 2. THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH A PLOT PLAN INDICATING THE RECOMMENDED LOCATION OF THE BUILDING CONNECTION j': FOR EACH LOT PRIOR TO SEWER MAIN CONSTRUCTION. 628 L.F ✓mrr ✓ONES ✓-179 'l •.'-., Cure smP 3 MANHOLES SHALL BE BRICK OR PRECAST CONCRETE AS MANUFACTURED BY ASSOCIATED CONCRETE PRODUCTS INC. OR APPROVED EQUAL. 4, SEWER MANHOLE FRAME 4 COVER SHALL BE LEFT G" BELOW FINISHED GRADE, 5. ALL SEWER LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS. G. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME E COVER TO FINISHED GRADE AFTER STREET SURFACING IS COMPLETED. % CGPPER TUQ /.V6 7 CLAY PIPE JOINT COMPOUND SHALL BE CPI -2, JC -60 MECHANICAL COMPRESSION JOINTS SHALL BE WEDGE-LOCK SPEED SEAL MAINLINE OR APPROVED EQUAL. IN NO CASE WILL JOINT MATERIAL U51NG NEAT PORTLAND CEMENT MORTAR OR GROUT BE? ERMITTED, S. ALL SANITARY SEWER WORK SHALL CONFORM TD STANDARD SPECS_ FOR THE CONST. OF THE SANITARY SEWER PER COSTA MESA SANITARY DISTRICT, DETAIL - BLOW OFF A5SEMBLY 9. ALL SEWER LATERALS SHALL BE STAKED BY A SURVEYOR BEFORE TRENCHING. N.,. CORY, STOP -- 10, SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270 OR APPROVED EQUAL. STA. 10 +25- CLINTON STREET eACP No SCALE i Q ` <r SET 1 of 7 RED. 22.591 HE rl °? WATER NOTES ,�T , 2450 L, F.I I. ALL WATER MAIN WORK SHALL CONFORM TO THE STD, SPECS. OF CMCyVC), 962 L. F• �0 2. ALL F. H, SHALL BE CLASS "A" IOWA'S H//54 V.O. l 3' 3 EA, 3. 48 HOUR NOTICE SHALL BE GIVEN TO CMCWD PRIOR TO ANY WATER LINE,E)CCAVATION. / EA' �yfCAR7M+/+c CAMPUS OQ /YE 13 EA. �I I / EA. o� � �1RPOas III c BASIS OF BEARINGS, / EA, ,,R Rom 51 II The Bearinq of N.4° 17'31 "W, along the centerline of RED HILL AVENUE as shown 32 L.F, A+E u o P UE h on fhe Map of Trl No. 6956, as per map recorded in Book 261, Pages 42 48 L. f. Eo HaL AyEII W// through 46 inclusive of Miscellaneous Maps, Records of Orange County, California, 230 L.F. W� // was used os the BASIS of BEARINGS for ibis Map, COSTA MESA SANITARY 0/ 230 190 Z. IF N6r1'POPT a FREEN�7y 0// APPQOYED DATE• 190 L.F COMPLETED 72 /'LId F/RE HYDRANT LOCATIONS APPROVED, COSTA MESA COUNT `PATER L7 /5TR /CT WCINI rY MAP `J�'?!'rJ( APPRDI�EO DATE. =� (NO staaJ ORA,UGECOUNIYF /RE RS AL DATE: DATE BENCH MARK APPROVED WILLIAM EG. CHURCH IMPROVEMENT PLANS SHEET C S. 3T - 9 - 63 ��r7 CONSULTING CIVIL ENGINEERS �c /0 %B 7 3928 CAMPUS DRIVE 0. C. S. STD, KNELL MONUMENT M, STORM R,C,E,9337 DATE NEWPORT MkACH CALIFORNIA 92 TR4CT N-- 7486 OF /NT. OF NEWPORT AVENUE AND I PHONE 714-540-7377 � O PAULAR /NO AVENUE. ASST. ROAD COMM. 81 COUNTY SURVEYOR l ORANGE COUNTY HIGHWAY DEPT. A PORT /ON OF TE�t/TAT /(/E TRACT /Ua. 6797 7 i /964 ELEI! 40,282 �-L�- zL SHEETS JOHN . MU E R.C.E, /3'B 2 OATS , 4i!d ,'''.r;`.,q', t? j �"E"""' J.& 369 4. 0 U7 � FuruitE C.� h W BY CURB RETURN DATA: 4290000,00" R =35.00' 1-.54518, /?4 °Ca h /1// CL 11V TOW .5 TAU "T Ng��``BY REVISIONS APPROVALS DATE -fee/ c9.. W� h �N J 4! '!¢ v Z14 �O� �Ih ~O CIO � O 0 CONSTRUCT /ON NO TES j ZO Const. A. C. w /Sea /coot over A. B, w1Prirnecoot C01751 8 "C017c, Curb f Gutter Type � -2 per Sd P lan 202 O® CA7.51 Conc. S /d'9W0A_,oer Std. P /an Z06. COr75-1 Conc. Cross butter per Sta.' P /en 20B. © S Monuments to be set /n accordonce with the 0 C. Subdivision Code. Q7 P117M L -3 C 1,46IM17ce IW91,f seer Std AM 401. i Cufor,tealher os requrred for smooth _kv /Uofer Lin,- • /Z"GU, t 16 "x /Z "Na7 LrP' So, Co. Cios Lime !l I III SEE SHEET N ° 6 Z,GHT m OF COSH IVE5A �COUNrY OF ORANGE CURB RETURN DATA_ BENCH MARK °.38:32 E o� W v al N I PLAN .3 %z ' x 3%1 "x *1'e I-P.eorEMW 9,*f AM 0 C. 57P P[AA/ -SOS N � / s 24",f C. P I i SECTION B B ,raw, rI �tnbL a TR. III. # 7486 r SHEET 2 of 7 RED. 22.5:1 W N M w� w Q � o � V e� �f JUNCT /ON STRUCTURE DETA /L S SECTION kA FOR LOCAT /ON- SEE SHEET N0. 7 No SCALE FOS IMPROVEMENT PLANS SHEET Z TRACT N° 7486 of 7 11 7�2 SHEETS[y �P oop/ V� �G. N2 DDATE I BY C�') REVISIONS �41t< 'F�•9e• Exist`, A,C ✓� 6 I v/ �1 �I v O x x n� v h 4e 4-/14 Al, CO/VSTRUCiION NOTES 10 COnSt Ac w19ea/coaf over A. B. All primecoat. 30 Coast 8 "Cant. Curb t Gutter• Type A -2 per Std. P /on 202. ® Coast Conc. 5idemalh",ver �td P /on 206. CURIE DATA- O Cons/ Conc. Cross Gutter ppr s1d P /on ZOB. a = 44 °56'03" ® IF Monuments to he set in Oe-W, -dance with the 0. C. Subdivision Code, R = /200.00' L = 94/. /O' T= 496.25' rr' Li/7E--- -------/�— _ �- - - - -- YV - r�i/toi %f�P � /C/T Y N OT// / OF COSTA mes', P �b S \7 I�G'S G; cvtj t N E�yp Exs>` c-, '. / tips9 Lf Couvrr of p CURB RETURN DATA a -86 °05'09" - -� - -- R =35.00' 453C(0 \0 II _— A5� • -__��Y CURB RETURN DATA S"�` �' a= 88 °57'35" 8 z2' 1a 9=35,00' 3o • a' L =54.34 T= 34, 37' x n SEE SHEET N° 7 �// ` G. Vl /�� • L EAR A VENUE APPROVALS IDATE V1 N m1 0 �1N nl m Exirf�uesC'Gur1ER�___ --- -- w 1 6 -- - 1 Ri all Sow Lut or Feofher over as refwMed>or smooth i i / i Cti? I SHEET 3.of 7486 r RED. 22.5 :1 LINEN �1N M1 fx�st, G.V. h FRAWL Ey DRI VE BENCH MARK IMPROVEMENT PLANS SHEET 3 TRACT N° 7400 of 7 SHEETS ��� N. 369 •%- ...... .... .. �f ,e 1 J Q Q 0 ..y y �'R. INIP # 7486 SHEET 4 of RED. 22.5:1 LINEN CON5TRUCROIV 1V OTZ5 t A.C. /Sea /cool over A. B. lyorimecoot t. 8 "Conic. Curh e %yoe Std P /aa 202 numenis to he set in occordoace wi /h the 0. C.' Suhdiyisioo Code. IMPROVEMENT PLANS TRACT N-9 7486 SHEET 4 OF 7 SHEETS n N V F NN I - _._ '• iti _J 1- _'^ r � � I i r r–. \ \T H �• w . L` -1- - V\ \ -.. _ , _ -- -. e� L.... _.- _- i - L— _•_ —__ ___ � ._._ i t -- r. r i r i r - -T. .'� I i I 't i t I. r FLL GALE CURB RETURA/ DATA Ff - 0 - _ iTR1I"_ .• 4. 90 °0000" VER .-1" ' &54.98' _._... �I — o' d-I . . ._ _i _.._Y_._ h -. __.._.. ...._,.. _ - _. 4 - - - I_. .'� I i I 't i t I. r ... f. L - i -. Jr- -- e_- _ _ - _+ — - '- : FLL GALE CURB RETURA/ DATA Ff - 0 - _ iTR1I"_ .• 4. 90 °0000" VER .-1" ' ... f. L - i -. Jr- -- e_- _ _ - _+ — - '- : CONS T. 8" 2 v 0 �O L EAR AVENUE SEE SHEET N0, 7 160' Ili I 1130, 11 mril X Z c.wT kc CURB RETURN DATA a= 90 °00'00" R= 35.00' � L= 54.98' � /OOLF. ea. Sch. 80P.!!C. wiHr rP�, each end. /- 4-1$ / -3 °Condaih // t 0764 F/N7 -AGQI ,14314/ENUE = 5f 65.78 ZzWf A/ENUE CONS TROCT /ON NOTES 2O COnst A. C• w /Seo%oof Over A. B. w/Primee-001 3� Colt 8" Conc• Curb r Saller Type A- 2 ioer 51W P /on 202• © f Molir fo he sef in accordance witfi iiie O• C. Wa i Code, L.F, 8"4.C•Pb w d` I. N e ,Q. ml �I �I �I M a i h x IOVA F• /.C.P N/4 L�`CZIVV - OW TA: d= // °//'/8" R= 2000.00' Z = 390.55' T= /95.90' A 70 L. F•, Sch. 90 l!G:; with �- remo✓ah /e caps mrc ,-wd. duif, o 313 v � Remove CoP f f /Z "A.0 P. �k6,Cp i6i Fy c Join 1a ExisY ��O 8 /!l,,o 3� a� ' 11 Exisr• g v I Cp 1� ^` V / f irT. S�eeT L.ey� D I� xi 2 Gor - . II 'ZII �I x TR. nom, # 7486 �`!I O SHEET 5 of 7 > RID. 22.5:1 � NEN IMPROVEMENT PLANS TRACT N° 7486 SHEET 5 OF 7 SHEETS _� I I A/•,369 N CURB RETURA/ DATA Q 4. 90 °0000" m &54.98' �I — o' d-I CONS T. 8" 2 v 0 �O L EAR AVENUE SEE SHEET N0, 7 160' Ili I 1130, 11 mril X Z c.wT kc CURB RETURN DATA a= 90 °00'00" R= 35.00' � L= 54.98' � /OOLF. ea. Sch. 80P.!!C. wiHr rP�, each end. /- 4-1$ / -3 °Condaih // t 0764 F/N7 -AGQI ,14314/ENUE = 5f 65.78 ZzWf A/ENUE CONS TROCT /ON NOTES 2O COnst A. C• w /Seo%oof Over A. B. w/Primee-001 3� Colt 8" Conc• Curb r Saller Type A- 2 ioer 51W P /on 202• © f Molir fo he sef in accordance witfi iiie O• C. Wa i Code, L.F, 8"4.C•Pb w d` I. N e ,Q. ml �I �I �I M a i h x IOVA F• /.C.P N/4 L�`CZIVV - OW TA: d= // °//'/8" R= 2000.00' Z = 390.55' T= /95.90' A 70 L. F•, Sch. 90 l!G:; with �- remo✓ah /e caps mrc ,-wd. duif, o 313 v � Remove CoP f f /Z "A.0 P. �k6,Cp i6i Fy c Join 1a ExisY ��O 8 /!l,,o 3� a� ' 11 Exisr• g v I Cp 1� ^` V / f irT. S�eeT L.ey� D I� xi 2 Gor - . II 'ZII �I x TR. nom, # 7486 �`!I O SHEET 5 of 7 > RID. 22.5:1 � NEN IMPROVEMENT PLANS TRACT N° 7486 SHEET 5 OF 7 SHEETS _� I I A/•,369 4 RED HILL AVENUE SEE SHEET N° 2 II O O x 0 SEE SHEET Ng 2 L '.7le. 7c, 90" 22.50 1 2250' 2250' 2250' 10 0.50' 2.Gb' 3.50" 4,00' 90' CURB TRANS. OETA /L AIRWAY AVENUE SEE Sh'EET /I(° 4 Cansf CO/k- Crass 6&110r ,06- Std P /on ?08. f Moaumemts ho be, sel' in occardonae wifh 7* 0 C. Subdivision Code Vi o, CURB RETURN DATA C41E S CLIPM D47*4 Q = 40° 4-9'15 2; //8.00' L = B4.07' m T= 43 -9/' 2- / /8.00' L _ 87.04' T= 43.9/' —CURB CU P& IM74 4z 261°36,30" R _ 67.00' L = 305.96' xEEr 6 of ?� ' RED. 22.5 :1 w,a LINER`::.i IMPROVEMENT PLANS SHEET 6 MACT AM 7486 of i 7 SHEETS . +++ rri f N I W 6 w Z a i J w �I ii ;, i :„ t i 1 k A A 'n " ., I 4 , i ,, X 1 3 6 �i /Z' / 4�� / e �o sO, k� a S' W Sire � 5h��T 111 3 e h R h z -- - o .- -- -- "1 -�- — �_ r - - F� -� �_ - -�."_T _r- r i- �,l�.I- 6.--•1 _[.V' y:. y __ C:. 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