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S-57-19.1-19.4r i I I 20' 20' � 36,_4" �- T'_O" T' -O" T'•o• V -0" , 1 PLAN PROFILE ,2' °r 6" GUA D RAlL,545. 55 y4 "t2z6' IRON pIATE -•.; jLAP JOINTS QQ, • DOUGLAS FIR OR D.S.REDlV00D ••"TYPE IV• 21R REFLECTOR o I/ - -�2'f 11' CARRIAGE BOLTS t I r¢ i PLOW LINE•. i I °CURB FACE (� PVM'T. LINE...... 4" STREET IMPROVEMENTS m I F -ct. 8" THICK• •' I I I I I I I I I I 4 -Na4p 4'LONG 14 "o. c. M77 4771 LJ LJ LJ LJ LJ L1 c J " FR 0, 5cTTOM IN EACH END. USE SAOOTH TRACT NS � I � � ' r a STANDA0.D CNOSS GUTTE0. {GARS GREASE OR WRAP ONE END OF EACH BAR. B "z8 "9 V -8" POSTS S4Sr DS REDWOOD OR SALT TREATED SS DOUGLAS FIR , Iµ WE CITY OF COST& MESA 3 I STANDAND GUAD,D PANEL INTHE COUNTY OF ORANGE, CALIFORNIA NOTE 1. GUARD 2All- SHALL BE PAINTED PER STANDARD STREETS 4, UiGHWAY SPECIFICATIONS. ! - 2. TWO REFLECTOR PLATES SHALL BE ATTACHED, TYPE W2t It All ADOPTED BY TUB STATfi DIVISION OF HIGHWAYS. ��- • EGINEER DATEPORTLAND CEAENT CONCRETE ! 4 0� { I NAT N. NEFF R.E. 1072 FF J- [ Sri _ _ :A�: '• °.. .,< , •' .. .. 0' 0' d ... v'' ° APPROVED lENC #y DATE 2-12 ­S' q.: 4 ',t - - 4' 20' O' 6' 4' - A c O •A - - ° a - , • - n c ° O ° n ° ° \�4 N° 4 BARS CIT ENGINEER. CITY OF COSTA MESA —�- �. - O G u c a p °' ° e ° o SEE PLAN ABOVE 1 APPROVED DATE 2 -/2 -57- i ( I S' UNTREATED ROCK PRESIDEN ; TA MESA SANITARY DISTRICT 2 "P.61S..WIT14 SEALCOAT SECTION OF STD. CROSS GUTTE0. _ •�� _ SLOPE Y4':P•o" 6 "clzoWN --- APPROVED DATE d • SLO E i�4 ":1'•0" WATER SUPERINTENDEldT7 CITY OF COSTA MESA -..4" URE, 4,..SC-2 P. C •..TYPE "C'CURS 4r"GUTTER f 4"f4'A' P.CC. SIDEWALK I TYPICAL ST0.EET GENERAL NOTES ` • NANOVEP, D%WVE _ L "•ANNOLE RINGS 4� COVERS TO 8E INSTALLED AFTER PAVE8ENT 151N PLACE _ - - 2. STATIONING REFERS TO 4 OF STREETS UNLESS OTHERWISE NOTED > PAINCNG GREEN DRIVE 3. •ENE VATER SYSTEA HILL BE INSTALLED TOCONFOU TO THE STANDARDS OF THE CITYOFCOSTAMESA. PRINCETON DQ.IYE - 4 THE SEWER SYSTEM WILL BE INSTALLED TO STANDARDS OF THE COSTA AESA SANITARY DISTRICT - - YALE PLACE 5. ALL STREET WORK SHALL CONFORM TOTNE STANDARDS OF THE CITY OF COSTA AESA. 6. VNERE DRIVEWAY DePRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL BE .. I CONSTRUCTED TO THE PROPERTY LINE PER STANDARDS OF THE CITY OF- COSTA,116SA. !� 6" PAVGACNT WIDTH DIMBNSION9 To THIS POINT _ - 7. AFTER PLANT MIX SURFACING HAS BEEN OPENT07RAFFIC FORAPERIODOF NOT LESS THAN POUR WEEKS, A SEAL COAT CONSISTING OFAN ASPHALTIC EMULSION SHALL 36 APPLI6:D. • - I 3�g "RADIUS• •. 3/V RADIUS j 6ENCN MM14: i ORANGE COAST COLLEGE AENCNgtARK(ORANGE COUNTY DATUA) USED - SPIKE IN - - =Q• PORTLAND CEAENT CONCRETE ' • d f`` TELEPHONE POLE AT SOUTHEAST INTERSECTION OF 13 T9 4r._O "STREETS(FAIRVIEW ROAD) 4 _ M : TOP OF PAVEUENj ELEVATION =65.25 =0.09 BELOW COUNTY SANITATION D15TRiCT BENCHTARK DATUg1. to % ESTIMATED QUANTITIES LOT EXCAVATION Cs1000 C.Y. STREET EXCAVATION .9.500 C„ Y. LOT EAIDAWLKENT - SaBO C.Y. STREET EMAANKMENT too C.Y. a :3/4 "RADIUS•; . •, n,. : "0:6. S. IF. TYPE "C 'CURB 4-GUTTER 5,55Z L.F - ' 4' P.CF•.StOEWAUL 22,432 S.F. 2" PUS. !C4.743 S.F. UNTREATED ROCK WE . IT45.00' SOUTH LINE OF ORANGE COAST COLLEGE PROPERTY TONS SC -2 PRIME COAT '{900 105796' SEAL COAT 4105 GALS STANDARD GUARD PANELS 2 EA. STREET NAME SIGNS 2 EA. 6' WATER UAW 1215 L.F. 8" WATER IAAIN 1000 L.F. FIRE HYDRANTS 4 EA. 61 GATE VALVES 1 EA. HOUSE CONNECTIONS BS EA. d'GATE VALVES 85 84 83 82 81 80 79 78 76 75 } B"V•C.R SEWER MAIN 271ro L.F. 30" 2550 SEE 5W ET Ex15TB'WATER BY •'• B ry LWF:41 STANDARD UANHOLES EYiST B•Y4TlR DY TR.N4272T STANDARD LAMPHOLES I EA. " w—.n(EN15T V Y t i�'1 .1 /�' PR;N4 N,7T2T _w� M.N3 -4MA. �M.H.2 W _ fly 8 "STUD SECTION 8 "vc.P efIST/AH. rl U 0. I v 1; TYPE'C" 6 +GUTTE CUR 0. Tlt,N72T2B � ba N 66 67 68 69 TO 71 72-' 73 74 o `\ Q N 64 ? 63 fog 61 60 59 58 57 56 55 54 53 52 51 50 49 5 E E 5 H ET N°_ 3 F _'� 6 YC.P�_ "w p. - �� 48 Q J O # `s' TR. N: 2726 _ t- —� O �i! L I N G --w—G R E •i E N !B °TER W ---- a v.c.�. w d - t I• % `.. M.H.4_ a" V.O.P. M.H.5 °• ,q• den 30 © W 47 _ 31 w 32 33 34 35 36 37 38 39 40 41 42 43 ' .4 , o � u 0. Z 4 6 > a ? f W per! oZ 45 �o o s",r MA � N N a z Z a `+ l 221 28 27 26 25 24 23 ' 22 21 20 19 18 I7 W N frQ, 4 4 p- O •A F N AEI' FN IIYI�� 5 Z� -, 00 t Z `' 1 ' ' - �® . z a B., v.4P —P 0. I N CET EXIST1A.H, ,�- --•• ,. _ " '`— — a ".vC.P• " TR..N ?2726---' 8'V. c. i_ M.H.7 P' D 0. I V -E M.14.9 _ --•' .: 3EE SHEET N? 4 k 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 ESTIMATED QUANTITIES LOT EXCAVATION Cs1000 C.Y. STREET EXCAVATION .9.500 C„ Y. LOT EAIDAWLKENT - SaBO C.Y. STREET EMAANKMENT too C.Y. COMPACTED PADAREA 349,440 S. IF. TYPE "C 'CURB 4-GUTTER 5,55Z L.F - 4' P.CF•.StOEWAUL 22,432 S.F. 2" PUS. !C4.743 S.F. UNTREATED ROCK WE . 2,s 14 TONS SC -2 PRIME COAT '{900 GALS SEAL COAT 4105 GALS STANDARD GUARD PANELS 2 EA. STREET NAME SIGNS 2 EA. 6' WATER UAW 1215 L.F. 8" WATER IAAIN 1000 L.F. FIRE HYDRANTS 4 EA. 61 GATE VALVES 1 EA. HOUSE CONNECTIONS BS EA. d'GATE VALVES 1 EA. B"V•C.R SEWER MAIN 271ro L.F. i' V.C.P. 2550 L.F STANDARD UANHOLES 10 EA. STANDARD LAMPHOLES I EA. PLAN a PR Q FOR BEET IMPRO rK PLAN a PROFILE