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GENERAL NOTES i Const. 1. All work to be done with the opprovol OP the Airport Authority. Limits olI Clearing Grubbing All other authorities concerned to be notit'ied before storting P each phase of the work per FA. A. rules and regu/otions. ' 42 ' l 42` 2. Locations shown far existing underground uti/iti�s is approximate. 6`' 95. 2 -' 30' 30 It is the Contractor's responsibility to relocate 7 necessary 2 s 9 5 6'* at no cost to the Owner. , 3. All existing underground utilities ore to; relhoin in m Vagi a unless otherwise shown on the p/ons. - - 4 existing re -.te re 20� � �.•. o '-o - o .' D • n � �- _ ° '� foo Qe .o. o o e - . / n - _ • . 2 0/ s f son shrubs s d h � e b _ Var 4- All t'ng a ore, r mo� place, ,- 0-. ° 5. Order of Work -Ez Posts fa ' r-security fexe relocation between Construct Embankment - Refer to S.J. Co. Std. No. 8-2 Sta. 9+35 * and Sta /Z-t-453 Shall be sef and concrete cured Compaction shall be equal far Curb e Gutter Details (Typ.) prior to remoy� existing fence. Security fence shall be to votive soil (Typ. Both Sides) 0.21'Aspholt Concrete removed_ossd-relocated within the some workin do . 9 Y ' 0.50 ' C/oss 2 Aggregate Bose 6. .Drder PP ark ( g Mointoinin Traffic) - Existing Lindbet-gh St. ' 0.80'Class 4 Aggregate Subbase - Storm and )•rontoge Rd. access to Airport sho/l remain in place Sewer until initial coarse at'asphalt concrete is placed on Wisdom lNZJ Court (Sto. 0+71 to Sto. /2 +00) and Terminal Romp. Reor Terminal Access sho// be maintained of all times. `I WISDOM COURT 7. Existing luminaires and poles to be removed and salvaged, shall S to. O + 83 to Sta. 7 +30 s9 be delivered to the location os directed by the Engineer. • Irvey ine r it l Limits of Clearing E Grubbing 20' Place Salvaged Seeorify ` 19 Fence on new posts. Refer 7�� 24' 2 5. 75' 6'' l7' to Sheets *3 4 8 far details. Conform. (Line Cut Ex is ting A. C.) M Existing paved Vor. +, 2% _ vor, m romp area. •,;.-, - - Yor.. Limits of ClearingFrontage Rood ° - ; o'` .o'•.; a :e °o oo. °e: ' ° d- oa and Srubbing Construct Embankment - = = c _.:' Curb Gutter(rya) _1L 2" Elec rico/ Cond it t # u R. e D. Exist. Compaction sho// be equal � � Refer to Sheets 3ESfor de tai/5. Chain Link Fence. to notive soil. T Storm Construct Embankment -. ._ yP ) Vor. Sewer 0.2l'Aspho/t Concrete Compaction sholl be equo/ _ i I I _ - to no ti ve soil. I ' Coss 2 Aggregate Base j ; 0.50II Note : De - -I- J L - - Departure Lanes from Sta. /0+ 75 to 0.80 Coss 4 A99re9ote Subbase Exist. Airport Wo J y Exist Frontage R p d. to. 13+36 not Shawn'--for clarity. Refer to Sheet # 7 for details. -WISDOM COURT Existing Construct Embankment Shoulder Detoi/ (Right) g Droina� along Compaction sho// be equal Sta. 9+ 35 + to Sto. 12+45* Airport Way sho// be q WISDOM COURT maintained. to motive soil. Sto. 7*30 59 to Sta. 13+30 FRON TAG E ROAD �. 442 *00 to Sto. 452 * 50 Survey Survey Line Line Limits of CDES/GN DA TA t' Grubbing - Limits of Clearing E Grubbing 6't 7�. 2 5� /2' 7� Soi! Resistance Volue, R = 5 6 . l2' /2' l2' 2,5' 75 ' 6'* Trof fic Index, TL = 6.0 Vor. _ 2 % _2% _ vac M2/ .e.. .O.• c.D ' e D D. - •o. D •o 'c O p, o • e . � . � O•.<a Var • � Vor Construct Embankment °• Curb e Gutter (Typ.) Compactiono e o_ e Curb t Gutter shall '9 equal Construct Embankment. to votive soil. (Ty'p.) Storm Sewer 0.21'Aspholt Concrete 0.21'As ho/t Concrete Compaction shall be equal p 0.50'C/oss 2 Aggregate Base 9 0.50' Closs 2 Aggregate Bose Refer to Sheet * 4 to native soil. (TyP.) For Superelevotion Details. 0.80' Class 4 Aggregate Subbase 0.80' Coss 4 Aggregate Subbase LOOP ROAD LOOP ROAD 5to. 1+ 46 '-2 to Sta. 3 +0o Sto. D+00 to Sto. 1 +46 72 Note Equation point in stationing. NC. . _ _____ Refer to Sheet # 4 for details. D,t"1 I2 - � 3_-84 PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY EDATE APPROVAL RECOMMENDED BY DATJE WISDOM COURT EXTENSION SHEET TOTAL �° -`�° •�/a.� �� /B3 G� COUNTY OF SAN JOAQU I N NO SCALE TYPICAL SECT/ONS PROJECT N0. SHEETS FILENA E 0 DRAWER SH (Stockton Metropo/iton Airport) 2 9