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"I VJ ~ 0 ! ll' ~ ~ , ~) ~ >lJ Ip~ ~ M U ~ \( I '{l In 'it " ~ ~ ~ "", ", .... ~ ~ t_ o:. ~ '" 'U .~ '" ""J " ~~, " ",," 1I " '{.; .. \ ~ h ,)1 H1 ~ ~ ~~ (~J \~;;., I' " - ,.' .' ~.~. ~l~ ~~'~ 0~~ ~tr~ ~"': 't '~ ~ ~ ~ E~) ~t ~ 11 ~ J ~ ~ ~ u ~ 1 ,~~)~ '; ~ " ~.~ . '1 Ci ~ ~ ~ ~ .t' ~ ~ '" <:> f-. ~ ~ ~ 4, \' .J ~ ~:z ~ t'- Q. \Jl J ~ ~...... " 4l,~ ~'" VII;)- ~~~ a Percent passing U,S. No. 200 sieve.,~ 0 - 2,5 by weight 9-03.1(2)C Use of Substandard Gradings The second paragraph is revised to read; passing U.S. No, 8 95% Passing U.S. No. 16 80% Passing U.S. No, 30 60% Passing U.S. No. 50 20% Passing U,S. No, 200 02.5% All percentages by weight 9-03.4(2) Grading and Quality The-table in this section is revised to read: Crushed Cover Crushed Screening Stone % Passing Passing Sieve % Passing 5/8-1/4.0' 5/8.0'-1110 1/2"_1/4" 3/8.0'-1/10 3/4.0' Square 100 100 100 5/8" Square 95-100 95-100 95-100 100 1/2.0' Square 95-100 100 3/0.0' Square 90-100 1/4.0' Square 30-50 0-10 30-50 0-15 50-75 U.S. No. 10 0-3 0-10 0-3 0-10 U.S. No. 200 0-7.5 0-1.0 0-1.0 0-1.0 0-1. 0 % Fracture, by weight min. 75 75 75 75 75 Sand Equivalent Min. 40 Static Stripping Test Pass Pass Pass Pass Pass 9-03.14.Gravel Borrow The'last paragraph is revised to read: DRAINAGE STRUCTURES CULVERTS AND CONDUITS or Aluminum Coated 12 The Contraptor ,shaH g~Yethe County two weeks notification to allow adequate time to provide the above data, The County w~ll spot-check the lines and elevations to ensure their accuracy and that they are within the following tolerances; 1. Slope Stakes +0.1 foot 2. SUbgrade blue tops .set 0.05 below grade +0,01 foot 3. Stationing +0.1 foot 4. Alignment +0.01 foot Slope stakes, subgrade blue tops, and surfacing red and yellow be at 50-foot intervals. These spot-checks will not change the requirements for normal'checking and testingca~described elsewhere, and does not relieve the Contractor of the responsibility of producing a finished product that isin accordance with the. plans, standard specifications, and special provisions f this contract Inal disputes concerning accuracy of lines and elevations, the County shall. be. assumed correct and the Contractor shall correct th d i screpanciesbefore construction work may proceed No.. add i compensation will be paid for this corrective work. Payment . , The lump sum contract price for "Surveying" shall be all costs Involved in furnishing all labor, tools, survey instruments, materials,. and other equipment necessary for the setting and maintaining of the alignment and grade as specified. The.Contractor shall furnish all labor for traffic. control required surveying. All costs involved with labor for traffic control surveying.. shall be Included in the lump sum contract price "Surveying". OTHER WORK second"paragraph Utility. relocations, installment and adjustment companies listed elsewhere under UTILITIES. The Contractor will work closely with all utilities and schedule his .01' her work with theirs. 17 to "37-6" parabola". are revised to read "37'.,.6" G-4a The note under the "POST DETAIL" is I'evised to read; Typical for multi-post 4"x 6" installations and all 6"x 6" through 8"x 12" installations. Holes and. notch are not required. for any 4"x 4" installations or for any single, post 4"x 6" installation. J-1b The note on the foundation detail' referencing J-9 is See Standard Plan J-le. J-8 The notes on the signal support elev!\tion referencing "To ground rod, see. J.-'3a" and "See St'd Plan J-6b for Signal Mounting Details" deleted. The' following are Standard Plan numbers and their date applicable at the time this project was advertised: A-l 7/19/~5 C-2f 12/06/~5 H-3a. 3/18/85 . A-2 3/21/83 C-3 12/04/85 H-3a. 3/18/85 A-'2 9/28/~4 C-4 4/08/85 H-4a. 12/28/84 C-5 1/21/85 H-5 . 6/28/85 B-1 3/29/82 C-6 12/04/85 H-5a. 6/28/85 B::1a. 3/20/81 C-6 8/27 /85 H-5b. 6/28/85 B::1b. 1/26/85 C-6a. 1/21/85 H-5c. 7/17/81 B-lc. 3/20/81 C-'6b. 1/21/85 B-6 . . 7/17/81 B-2. 9/19/83 C-6c. 11/26/~5 B-7 5/07/85 B-'2a. 12/12/83 C-6d. 12/06/85 H-7a. 11/28/83 B-'2b. 3/19/84 C-7 11/26/85 H-8 11/26/79 B-4 1/25/80 C-8 1/21/85 B-9 2/22/82 B-4a. 1/25/00 C-8a. 1/21/85 H-l0. 10/26/84 B-4b. 9/07/84 C-8b. 8/15/85 H-ll. 9/19/83 . B~4c. 9/07/811 C-8c. 6/04/85 B-4f. 9/19/83 1-1 . .B-4g 9/19/83 D-2d. 2/13/81 I-1a. B-4h. 7/12/84 D-2e. 2/13/81 1-2 B-5 . 1/26/79 D-2f. 2/13/81 B-5a. 11/26/79 D-2g. 2/13/81 J-1 'B-6. 11/26/79 0-3.. . 1/25/80 J-la. B-6a. 11/26/79 0-4. . 5/23/83 J-1b. B-6b. 1/26/79 0-5 . 8/24/79 J-1c. B-7. 3/19/84 D-5a. 12/21/84 J-1e. B-7a. 3/29/82 0-6 10/19/79 J-1f. B-8 12/19/75 D-6a. 10/19/79 J-3 . B-8a. 3/29/82 D-6b. 10/19/79 J-3b. B-9 . 2/22/82 0-7 . 1/01l/80 J-3e. B-10. 1/25/~0 0-7a. 1/04/80 J-5a. 32 B-l1. 1/25/~0 D~8 1/04/80 J-6e. 2/22/82 B-12. . 1/25/80 J -6f. 2122182 B-13a 12/02/85 E-l 1/04180 J-6g: 2/221~2 B-13b 12/02185 E-2 9/19/80 J-6h. 2/22/82 B-13e 12/02/~5 E-3 11126179 J-7a. , . 2/22182 B_13d 12/02/85 E-4 9/19/80 ,J_7e, 2/22/iJ2 B_14. 12/02185 E-4a. 9/19/80 J-7d. 10/05/~4 B-15. 10/19179 E-5 1/25180 J-8 . 2/13/81 B-17 . 11/26179 J-8a. 5/23183 B-18. 3/19/84 F-l . 11/26179 J-9a, 7117/81 B-lba .9/06/83 F-2 11/26/79 J-10, B-18b 10/03/83 F-2a. .11/26179 J-lla B-Hle .1/28/85 F-2b. 11/26179 B-19. 10/03/83 F-4 , 11/26179 K-l 711718 B-20, 9119/83 F-5 , 11126/79 K-2 7117/81 B-20a , .9/19/83 F-6 . 1/2~/85 K-3 7117/81 B-20b .9/06/83 K-4 7/171~1 B-20e ,9/06/83 G-l 10/17/83 K-5 7117/81 B-20d ,9/19/83 G-2 9/06183 K-6 7/17181 B-20e .9126/83 G-2 9/06183 K-7 7/17181 B-21, 12/04/85 G-2a. 12/21173 K-8 7117/81 B-22, 9/19/83 G-2b. 12119175 K-9 7/17/81 B-23a 11/08/85 G-3. 11/26/79 K-l0. 7/17/81 B-23b 11/08/85 G-3a. 11/26/79 K-l 1. 7/17/81 B-23e 1/08/85 G-4a. 7/17/81 K..12, 7117181 B-23d 1/08/85 G-5 11/07175 K-13, 7117/81 B-24 1/08/85 G-6 10/24/75 K-14. 7117181 G-6a. 8/31173 K-15. 7117/81 C-l 11126/85 G-7 2/04182 K-16. 4/26/82 C-la. 11/26/85 G-B 1/28185 C-lb. 1121/85 G-a 1/28/85 L-1 121185 ; C-2. , 1/21/85 G-8a. 10/18/85 L-2 1/21185 C-2a. 11/20/85 G-8a. 10/18/85 L-3 1/21185 C-2b, 1/21/85 G-8a, 10/18/85 L-4 1/21185 C-2e. 1121/85 L-5 1/21/85 C-2d. 1121/85 H-l 5/17/85 L-5a. 1/21/85 C-2e. 1121/85 H-3 3/19/84 L-6 . 1/21/85 33 ~ U I ~ ~B If i ~ ~ ~ . . n ! w . e~ I ~ r ~ j' . h~ . 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Ue ' , "",' ." : :,' ' '. :' ,": ',,,' , '..' , ",,' .' , ',"., .:. ,: ',' :',' " ; I I I I I I I I I I I I I I> I I I I I Percent passingU,S, No, 200 sieve". 0 - 2,5 by weight 9-03,1(2)C Use of Substandard Oradings The second paragraph is revised to read: Passing U,S, No, 8 95~ Passing U,S, No, 16 80~ Passing U,S. No. 30 60% Passing U,S, No. 50 20% Passing U,S. No. 200 02,5~ AHpercentages' by weight 9-03,4(2) Grading and Quality The table in this section is revised to read: Passing Sieve Crushed Cover Stone % Passing 5/8-1/4" 3/4" Square 100 5/8" Square 95-100 1/2" Square 3/8" Square 1/4" Square U~S, No.'10 U,S No, 200, 0-7,5 '. $ Fracture, by weight min. Sand Equivalent Min. Static Stripping Test Pass 100 95~100 30-50 0-10 0-3 0-1.0 75 40 Pass Crushed Screening % Passing 5/8"-1/10 1/2"-1/4" 3/8"-1/10 100 95-100 100 95~100 100 90-100 100 30-50 0-15 50-75 90-100 0-10 0-3 0-10 30-60 0-1. 0 0-1,0 0-1. 0 0-10.0 75 75 Pass Pass Pass 9-03.14 Gravel Borrow The last paragraph is revised to read: . If requested'. by the, Contractor, the screen si zemay be increased by approval of the Engineer if it is determined that larger size aggregate will be satisfactory for the specified backfilling or. ,embankment construction. SECTION 9-05 DRAINAGE STRUCTURES CULVERTS AND CONDUITS Ma 27 1 8b 9-05.1 (2 Zinc Coated. (Galvanized) or' Aluminum Coated Corrugated Iron. or Steel DrainPipe The last sentence is revised to read: 12 The Contractor shall give the County two weeks notification to allow adequate time to provide the above data, The County will spot~check the lines and elevations to ensure their accuracy and that they are within the following tolerances; 1- Slope Stakes +0.1 foot 2. Subgrade blue tops set 0.05 below grade +0.01 foot 3, Stationing +0.1 foot 4, Alignmel)t +0,01 foot Slope stakes, subgrade blue tops, and surfacing red and yellow tops shall be at 50-foot intervals. These spot-checks will not change the requirements for normal checking and testing as described elsewhere, and does not relieve the Contractor of the responsibility of producing a finished product that is in accordance with the plans, standard specifications, and special provisions of this contract In all disputes concerning accuracy of lines and elevations, the. County sha 11.: be assumed correct and the Contractor shall correct the discrepancies befo.re construction work may proceed. No. additional compensation will be paid for this corrective work. Payment The lump sum contract price for "Surveying" shall' be full compensation for all costs involved in furnishing all. labor, tools, survey instruments, materials, . and other equipment necessary for the setting and maintaining of the alignment and grade as specified. The Contractor shall furnish all labor for traffic control required surveying. All costs involved with labor for traffic control surveyil)g shall be included in the lump sum contract price "Surveying", OTHER CONTRACTS OR OTHER WORK Referring. to the second paragraph of section 1-05.14 of the standard specifications, it is anticipated that the following work adjacent to or within thel1mits of this project will be performed by other during the life of this project: Utility relocations, installment and adjustment by companies listed elsewhere under UTILITIES. Contractor willcwork closely with all utilities and schedule his or work with theirs. 17 All !'eferences to "37~6" Parabola" are revised to read "37'-6" Parabola". G-4a The note under the "POST OETAIL" is ;'evised to read: Typical for multi-post 4"x 6" installations and all 6"x 6" through 8"x 12" installations. Holes and notch are. not required for 4"x 4" installations or for any single post4"x 6" installation. J-1b The note on the foundation'detail referenCing J-9 is See Standard Plan J-le. J..8 The notes on the signal support elevation referencing "To. ground rod, seeJ-3a" and.See St'd Plan J-6b for Signal Mounting Details" deleted. The. following are Standard Plan numbers and their date of applicable at the time this project was advertised: 7/19/~5 C-2f. 12/06/~5 H-3a. 3/21/83 C-3 12/04/~5 H~3a. 9/28/~4 C-4 4/08/85 H-4a, C-5 1/21/85 H-5 'B-1 3/29/82 C-6. 12/04/85 H-5a, B-1a, 3/20181 C-6 . 8/27185 H-5b. B-1b. 11/26/85 C-6a, 1/21185 H-5c. B-1c. 3/20/81 C-6b. 1/21/85 H-6. B-2 9/19/83 C-6c, 11/26/85 H-7 '. B-2a. 12/12183 C-6d. 12/06/85 H-7a. B-2b. 3/19184 C-7 11/26/85 H-8 B-4 . 1/25180 C-8 . 1/21/85 H-9. B-4a. 1/25/80 C-8a. 1/21/85 H-l0. B-4b. 9/07/84 C-8b. 8/15/85 H-l1. B..4c. 9/07/84 C-8c. 6/04/85 B-4f. 9/19/83 1-1 B-4g. 9/19/83 D-2d, 2/13/81 1-18. B-4h. 7/12/84 D-2e. 2/13/81 1-2 B-5 , 11/26179 D-2f. 2/13181 B-5a. 11/25179 D-2g. 2/13181 J-l B-6 . 11/26/79 D~3 1125/80 J-1a. B-6a. 11/26179 D-4 5/23/83 J-1b. B-bb. 11/26179 D-5 . 8/24179 J-1c. B-7 . 3/19/84 D-5a. 12/21/84 J-1e, B-7a. 3/29182 D-6. 10/19179 J-1f. B..8 12/19/75 D-6a. 10/19179 J-3 B-Sa. 3/29182 D-6b, 10/19179 J-3b. B-9 '. 2122182 D-7 1/04/80 J-3e. B-l0. 1/25/80 D-7a. 1/04/80 J-5a. 32 3/18/85 3/18/85 12/28/84 6128185 6/28/85 6/28/85 7/17181 7/17/81 5/07/85 11/28/83 11/26179 2122/82 10/26/84 9119183 2/13/81 2/13/81 10/31/75 5/10182 7/1"(181 11/07175 11/07175 2/04182 7/17/61 8-11, 1/25/~0 D~8 1/04/80 J~6c, 2/22/82 B-12. 1/25/80 J-6f. 2122/82 B~13a , , 12102/85 E~l 1104180 J~6B. 2/22/~2 B-13b 12/02/85 E~2 , 9119180 J~6h, 2/22182 B-13c 12/02/85 Ed 11126179 J~'la, 2/22/82 Jl-13d 12/02/85 E-4 9/19180 J~7c, 2/22/82 8-14, 12/02185 E,4a. 9/19/80 J,7d. 10105/84 B~15, 10/19179 E~5 1125180 J,B '. 2/13/81 B,17, 11/2b179 J~tla: 5123183 B-18. 3/191B4 F,l . 11/26179 J~9a; 7117/81 B-18a , ,9/06/83 F-2 11/26179 J-l0, B-18b '. 10103/83 F-2a: 11/26179 J-l1a 7/19/85 B-18c .l/2d/85 F-2b. 11/26179 B-19, 10103/83 F-4 ' 11/26179 K-l . 7/17/81 B-20, . 9/19/83 F-5 . 11/26179 K-2 7/17/81 B-20a . .9/19/83 F,6 I 1/28185 K-3 . 7/17/81 B-20b .9/06/83 K-4 1/17/~1 B-20c .9/06/83 G-l 10/11/83 K-5 . 1/17/81 8-20d .9/19/83 G-2 9/06/83 K~6 . 1/17/81 B-20e .9/26/83 G-2 9/06183 K-7 1/17181 B-21, 12/04/85 G-2a, 12/21173 K-tl 7/17 Itll B-22. 9/19183 G-2b. 12/19175 K-9 7/17/81 B-23a 11/0~/85 G-3 . . , 11/26179 K-l0 7/17/81 B-23b 11/08/85 G-3a. 11/26179 K-ll. 1/17/81 B..23c 11/08/tl5 G-4a. 7/17/81 K-12. 7/17/81 B-23d 11/08/85 G-5 11/07/75 K-13. , 1/11/81 B-24. 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" I' HOURS: HOURS II 0 I II 1311.16 I 10.00 I 1lI1.161 110 rUEAR DUIlP lRUCK ISISHOP 121 I IHr.llIi.liIHr,; 118,18 IHr,! lli,181 I ,.1 I ;....-.........-............-...................----..;..:.----.....:..-..--....1..-----..1-----.1--...-......:......-..............1..-.........-..---..1 I HOURS I ,HOURS I II 0 I I I 1161.00 I 10.00 I 1161,00 I PUP lRAlLER (8ISHOP 121 I IH,.I 12l.00IHr,; 123.00 IHr,! 123.001 : I I l..~.................-....................;..--""':'...-.--.....I---.........--~.;......-...........; :..--.....--..I-....~--..I....--..-...........: ........-....~....,;, 1--........,-....-....: I HOURS I HOURS I 7 I 0 I I I 1210.2~ I 10.00 I 1210.2~ I OPtJiA10R' (SISHOP 121 I IHr,; m.OlIHr,1 125.03 IHr.t 12~,031 11201 PROFIT: I l.............~........--.-..~-:-....-..---......l-..-....-..-....;..--....-.....:..;--.;--~.I------...I--..............~:...;.............;..;.I..-...,;,.;..;.........~1 I HOURS 1 HOURS ~,~ I 0 I S,~ I 126i.29 1 10.00 I 126i,29 I 110,rO. REAlI DIJI\P lRUCK ISHOLO III I , IH,.I 118.liIHr.t 118.18 IHr,llli.181 I, I , '.' I 1.................--......,..........................------1-----...:........---....,-....-..---..:--..-.........I--....-,--.....l-.....-.....~.........I....-..--......--..I I NOURS I' HOURS I ~.~ : 0 1 S.~ I 1161.31 I 10.00 I 1l61,l41 I OPEf<II10R' (SHOLD 131 I IHr.II2I.90IHr.112l.90 IHr,t 121.901 11201 PROFITI I 1..........,........-.........-......-.....-------1---......-:--.--.-1..;...-,.......;-:--1~---..-...l--..-':'..-..-l-................;....:...........-.....-......: 1 HOURS I HOURS I II 0 I 3 1 1116.l1 I 10.00 I 1l16.l1 I 110 rD. kERR DUHP TRUCK ISHOLO 1111 IHr.t 118.18IHr,1 118.78 IHr.t $18.781 I I I :-..............--....-....--....-..-.---..1.....-........--1..-........-....1-...;---1.....----..1....-....-.;......:..........-......-:............-...---...: I HOURS I HOURS I II 0 I J I m.61 I 10.00 I 189,61 OPERATOR' ISHOLD III I IHr.1 121.90IHr,II2I',90 IHr,t 12l.901 11201 PRoml l..........;....-.......--....-~-----_....-:~....-..---..:..-----I........-..~-..--:-....--...:-...-....-:...........-...;......:...--..----..-..1 I HIlURS I . HOURS I O.~ I 0 1 O,~ I 131.20 I 10.00 I Ill,20 I ITf<IIC10ll PUlLINS SDllOH OUIIPISElONII IHr.; 162.IOIHr.1162.l0 IHr,t 162.l0; I I I :......................---....--------..1--..--..-....:........-....-.,..-........----1-..----;-----...-1......-..............;.....:....-..............,;,.., I HOURS I HOURS; O.~ I 0 I O.S 1 li.08 I 10.00 I li.08 I 10 rD. smy DUIIP (SETONI I IHr,; 1I6.ISIHr,11I6.IS IHr.t 116,151 I I I l..-~-.................-.....--....-~-----I-----.~I-..--...-..;----~--;------1-----..-:..-.;........--..:..-........-.......1 , HIlURS I HOURS O.S I 0 I O,S I 115.02 I 1 OPERA10ll' (SETONI ; IHr.112~.Olltlr.112~.OlIHr.t 125.031 11201 fRDfIlI I,....'~-,."".."-..-----.; _____no' ;--.-.,--1.-,.,.--.-1.,--..,.-'1---'",1,.".".",1--..---.."1 NOUkS: HIllJRS II 0 : I I 1201.92 I 10.00 I 1101.92 I 1 108- lilEAlIAlIOiAl. CRAWl IN,.I ISO.18IHr,IISO.18 ItIr,t 1~.181 I I I :................~-......-.....-....-----I-..-.---..I------:..--.--I...----..1---..-....1...................1--....-..........-., I HOORS I HIllJf<S I II 0 I II 1322.60 I 10.00 I 1322.60 I I liSERSDl. I RAAD ICOII/~C1OR WIlli I IHr.t 180.6~IHr.t 180.6S IHr.t 180.6~1 : I I .;....-......-,.....--..-......--..------1-............--.,---....-....:..-----..:......----..:---........-.:.......-........-1........-.......---:-.: I HOURS I HOURS I I.~ I 01 1.5 1 1Il1.81 I 10.00 I 1131.81 I III'EkATOR 'k1C11r.HD PORSClII IHr,; 12~.S2IHr.t m,~2 IHr.! 12S.~21 11201/ROflll I .......~""":"':'.....:7-..-....,:-.......-":"'..~....._-...-....--.---1----7~:-._.........1-----...I---......--:---....--:.......--.....l--..--~........I Pa,e2 &:l' . . Z {/)-< !!l 0... ~ = '" " ~>< ci 0 J;"l~ .... = ~ '" Q-< to! ~ = ::;:: ~ ;0 ~ 0 = 0 ;< '" E .. 0.1. .... ... = 0 ~ ~ .. -<: ~ " ... ~ ~ >< " ... = z E .. ,10 o'll'II3U 1\0 ~ ;...l ... ....:i -< 0 <ri J;"l ~ '" 'oN -<: .. ~ Q ::;:: ~ ..l ;...l 0 ... ~ U . ~ SUMMARY OF EXISTING AND PROJECTED VEHICLE TRAFFIC IN THE SITE VICINITY Ul d U lympl c Hi ghway "5E" Int. NW lnt, W/SR1Dl W/SR1Dl Washi ngton Harbor Road ADT Existing 323 1,333 536 P roj ect-Generated 143 386 43 Total 466 1,719 579 % Increase 44 29 8 SUlMJer Weekend Existing 580 1,794 798 Project-Generated 328 877 109 Total 908 2,671 907 % Increase 57 49 14 MeasuressuggestedbyTPE (January 1979) to improve vehicle safety. during project. operation includeestablishing"' primary access to Old Olympic Highway at the south end of the site because of inadequate. sight distance further .north,.andreplacing existing signs cautioning motorists about bicycle traffic. with standard diamond shaped.warning signs. An analysis .usingleftturn warrant charts (Highway Research 80ard,lg67) indicates that the volumes of traffic anticipated do not justify constructionoLa separate left turn lane on Old Olympic Highway. for southbound traffic entering the marina. site. The ClallamCounty Department of Public Works (DPW) has some concerns about the TPE analysis, which were expressed in a letter dated August 2, .1979. A copy of this .letter, as well as a response letter from TPE, are included in Technical Supplement D. The DPW feels that the. pavement. of Old Olympic Highway. should. be widened to 22 to 24 feet. to comply with the. 1979 Local Agency Standards developed by the Washington State Department o'Transpor- tation. These standards are actually int~nded for applicatiun only to the construction of new. roadways, and do not apply to. the reconstruction of an existing roadway by resurfacing,. widening less than a single lane. width, adding shoulders. or adding turn lanes at ,intersections. As discussed previously, theTPEanalysis does not envision the need for any significant improvements to Old Olympic Highway. This issue will be resolved through coordination with Clallam County.during .review of the Port's application. for a shorel ine substantial development permit. The cost. of road improvements considered necessary by the county DPW are discussed in Section 3.3.6. 108 :: :: :: II II II .... .. :: :: :: II II II .......... ..... 11/ II) IIIIJl ~ n n~ en en en n~ ~n II II II en en en en 0 . m m ~n w 00 M M M m " " . . . . . . II II II en en en en en en en en . . ~ ~ ~ ~ ~ ~ n~ 00 J J . . II II II en " 0 " W > . II II II . . N N " 0 " 0 ~ J Z . M I ~ i o z o z J C . Z W o J C . Z J ~ Z C - c ! en ~ . ~ . ~ '" d ~ ;u ~ i ~ ~ ~ ~ " 0 0 "In III " 0 " .. . . " 0 0 M M M ~ '" ~ J ~ . Z '" o en w . ~ ~ ~ c '" ~ ij en ~ ~ z i oJ < ~ it w ... ~ ~ en z en "'- ~ ~ i ~ B 0: ~ ::: .. ~ i ~ 0 ~ u ~ !;~ ~ uP L~ '" ;;:d d~ ~ ~ 01 . P e ~.. ~ oJ m..J .J ...~ ~~~ ~ i ~ ~ h! ~ . ,..'" 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" . :S.Uji.E(j(,~/lLt.~ e'l/;.:/",} ,.<.~; ;,; 7" / -::.',:1 .,;: ;,' -~I (... {','>';J. . / .:'.t/,!,; '::':', '/'-. r/;7 :.~ r _~_i,': ~'. ;:1' 1';':1 L _" 5 l/~ j-;--};";.1 L pt .:"~"-:' r::':l'> f C I:' C; T Fi) (. :.:..../1..L F ~ ~-\1:.";-1',)5 IJ,t: ! /./' -, : . . " : ..... ':. .; ..... .. Jefferson County Department of Public Works Courthouse "XC; PORT TOWNSEND. WA. 98368 ' 206-385-3505 ", ...:.. ,;. '. ',"~ ". " '" . ,,",::" ',i':'" ,".: ..... ::',,' .: '. ,:,':. ":.' ." '." .: .... .' >. ",';; .:: ".";'. ';,.,". .....; .. I'. '. ",' :' "'." ' ,'. , ..... ". .'. :"? ". :,:'.:, ". '...',,:........ ,'.' :..... ....,.. ..' .... .' ..... :.....: .' ..:':"" .,;::.. . .':',' "':. ..:' :> . :: '. '.' ....;. . ", I;' . .' '. " .... , ..;. .. . ',' .' .."., ", . ". "'" :."., '." ., , ..' .. ':. ",'. ." :.','" i'.:. ". ',,"', .... '. '..' ...... "'. . ". .' ..' "" '. '.' '. " : . :. ... ': .. .... ~"'" .. ..... . ... ': ....' .,., .. ..' " i:" . :....... C:' i.",:.::' : ':', " '. '. ",. . " '.". .,.,.... ., " .:..'.';:l~j"'~t~" .". ,', ':'" :'~...t1"!:,';' ,.:,' ..e'i'. . .:.'. .... ,.., '" ,,,i:,, ..;; . . .}.... .....,: .:: '. '.: :.'.' "," .... " .;. ",I .' ., ", I:' ..,""" . C. .;.. ,.' '.' . . SUBDIVISION ~CRP51q" - LOT #1 6/ 9/1l6 COUNTY ROAD PROJECTS/ MISC. SURVEYS VAR:i:OUS JOB II DISK NO. PROJ. ENGR.: G. ROWE ~ B.LAURII PREPARED BY: B.LAURIE CRP514 - LOT #1 From 118 (379919.687,1532372.153) To 118 (379919,687,1532372,153) DISTANCE FIET fROM TO DIRECTION NORTHING -------------.-----------------------------------.-.---------------------------- -------------------------------------------------------------------------------- 118 117 11.000 1'1 88 ql 27.0 W 379919.938 1532361.156 117 119 CENTER : 29 ROTATION : CW 379895.5q3 91 3q 32.9 RADIUS : 25.000 CHORD : S q7 05 q9.5 W ARC 39.957 TANGENT 120 q.ODO S 253 06.0 W 379891,548 153233q;7D5 124 CENTER : 12 ROTATION CW 379892.827 0 33 09,2 RADIUS : 291q.789 CHORD : N 87 2328.7 W ARC 28.110 TANGENT 122 72.372 N 87 qo 03.2 W 3791)95.772 1532234.319 123 101.980 S 81 01 21.0 W 379879.860 1532133.593 125 172.372 S 87 40 03.2 E 379872.8q5 1532305.812 99 CENTER : 12 ROTATION CW 379869.876 1532364.201 1 09 26.1 RADIUS : 289Q.789 CHORD 58.467 : S 87 05 20.2 I ARC 58.468 TANGENT 29.235 100 10.000 N 329 22.8 E 379879.857 1532364.809 126 CENTER : 12 ROTATION CW 379879.Q58 1532371.232 0 07 36.9 RADIUS : 2904.789 CHORD 6.435 86 26 48.7 ARC 6.Q35 TANGENT 3.217 40.242 N 1 18 42.2 379919.687 CLOSURE ERROR: .000 AREA,: 4260.449 SQUARE FEET , 0.0978 ACRES JEFFERSON, COUNTY DEPT. OF PUBLIC WORKS Courthouse"Port Townsend, Wa. 98368 206 385-3505 . .. SUBDIVISION "CRP51." - LOT ,. 61 9/86 COUNTY ROAD PROJECTSI MISC. SURVEYS VARIOUS PAGE JOB II DISK NO " 1 PROJ. ENGR.: G. ROWE I B.LAURIE PREPARED BY: ELWOOD P SUGGINS ~-~~~-~--~~-~---~~~~~~---~-~----~--------------------------------~-------------- CRP51. - LOT II. From 121 <379882.030,1532465.213) To 121 <379882,030,1532465,213) DISTANCE FEET FROM TO DIRECTION NORTHING EASTING -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 121 115 CENTER = 35 ROTATION = CW 379911.559 1532~38,980 85 51 05.8 RADIUS = 29.000 CHORD 39.501 BEARING = N ~1 36 59.9 W ARC ~3.453 TANGENT 26.973 115 116 7.000 N 88 41 27.0 W 379911.719 1532.3 .983 116 127 26.66~ S 1 18 33.0 W 379885.D6~ 1532.3 .373 21 CENTER = 12 ROTATION CW 379882.030 153246 o ~D 04.4 RADIUS 2914.789 CHORD 3 8. 52 35.0 E ARC 33.978 TANGENT 1 PERIMETER ;AREA 111.088 CLOSURE ERROR = .000 341. 419 SQUARE FEET , 0.0078 ACRES JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Courthouse, Port Townsend,~a. 98368 206 385-3505 '" I ~.~ . ~~ ' '" ~ ~- ~ ~e en a:~~ " ~~~ '" ,.,... ~" \ \ ...' rcl uen ~i ~ ~ \ .' 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".,,"'Ii}, q!j:;e~~. ,lool :185.:1505 I,. -- ,--- TO /!,."U I ,'. ,- ,..:;,,.,,,, ,,," " /..-, / .'-'~ .. --.--- .,----"-.-." - -,-,-_._-~"------._---'- ---,----,,,.._..,-,-~..,_._. ~ -------.-.----. _.--,~._--' ~---~-_._.-", --...-.---..-.---- -----_.._--------------'-~-'-~- ---- , ,/ ~ ,/.,? >,- "'7,,. -~;'?"t:, . ~V ,,':; " ",' , ......"', /1 ,/ -,,</>, , - ~" "~- I., ,..I / " : "r,i "..,.,,/... ," , ' , "";"X..,, ,', , / : ..' - -,~-- "", - '. .-...".--.-'''- -'-_. ~ ,,--"'- --""- ...- ,"-~"-""" " _.._____.,___~___.......~___.._.~.~"__..""_____ ._ .._,__".___..._,~__,.___....._.__.."_.__n __ ._ _._ ~ _. __.. ,_. _, _"' _...___.,__.__ .__ _,."_,~r'"' ..,_______"_ _."_..h'"_~___ -.'-' --, --,"--,-"-,_.,--,-"-~",._-,~--,,,,,~"-'-'--"- ..., ___'n _____,,_""_ '-" '" ~ ".....'.-..'~..~.~~--"-- ~_. ,_'m_'''' "__._____......_,._.~_._____~___ ._._...~~,--.......-. -"~.-_..._"'.~----~~~-_._.---'- - .--_.."' /',/" ,//)'^, /"> j ! J' SIGNED FOld At I-)To Fit Grayalt 2Nlew EnVfllope. EW9DW Reo<<terlt.m.F380(:Wf'leCllefGlouplnt-l9lL2 ...c,.RQ..J1,1.. ccnl'OCI,NII,"b'~' " '.;L ..",....",...,.,..,,(1....,... j'..~~.'N":JEiW.:~,.., Pr.im. Conlractor ,,/9 (,:y,!J,,'8-, t;,..,. " "', , ,,00111 I""~ ,1':-'1, . t(,'::!~/T~,~1r.&..efl- ,~,I\..,R.( tlf:!o{..w:-{1.14rHL.., S~b.-C~~t.~~~t~;.,. l.lllUQRKED RECORD ..o,,~, "OUUl c;eel \'IO~IU.I,UII #o-NDfOA EQUIPM ~OAKlhlc; oceI,J",t,t'ON e,. \,>CR!'IM"to Oil EO.Y~";. ~...1 E "''''OUt;T ~ : I oR ;liTk' J./; () I Z-"Z- '-I ': 2 (Lv -r. OP~~ oR.. sf 3 l"J. Ovd ",..."...;,," 'EdNo ,-^ 712 . ,,' ,,~{ ,bin <tD. 7 " ~ , Ir'v : (10., d U;. ct>."- 1..,,S,9,.,. rV, '1 HI" ..J/..(. )L t. od All"",, . 6 7 'X ';0-/,/ 1..." r-c>J'\ 8 -rfi , '-rt> , P ~L, J: {;> ,'UJ(.UJ", /RA.oJt>. 10 .. PicH.tMlo. L.. Y... <...'" 1'" II , ~r. ... ""'" 12 - 13 " ,- ',.',. 15 " '., - 16 17 "., , 18 .. -----_.~~ , IP - 20 " - 21 , , "'" I ,'.' - 3 2. .,', " - 25 26 - 27 - - ...--- 28 " 9 31 " , 32 -- -- -. 33 3' , 35 36 - 37 , > 138 ,: 39 , REMARKS, TOTAL I ~~~- COftlrOCla", Rept...'lloti",. Percent passing U.S. No. 200 sieve.,. 0 ~ 2.5 by weight 9~03.1(2)C Use of Substandard Gradings The second paragraph is revised to read: Passing U,S. No, 8 95~ Passing U.S. No, 16 80~ Passing U,S, No, 3D 60~ Passing U,S, No. 50 20~ passing U,S. No. 200 02,5~ All percentages by weight this section is revised to read; Crushed Cover Crushed Screening Stone ~ Passing ~ 3/8"-1110 Passing 5/8-1/4" 5/8','-1/10 1/2"-1/4" 1/4"-0" 3/4" Square 100 100 100 5/8" Square 95-100 95-100 95-100 100 1/2" Square 95-100 100 3/8" Square 90-100 1/4" Square 3D-50 0-10 30-50 0-15 50-75 U.S. No.TO 0-3 0-10 0-3 0-10 U.S. No.200 0-7.5 0-1. 0 0-1.0 0-1. 0 0-1.0 ~ Fracture, by weight min. 75 75 75 75 75 Sand Equivalent Min. 40 Static Stripping Test Pass Pass Pass Pass Pass revised to read: SECTION 9-05 6 ORA, INAGE S" TR,U,CTU, RE, S , CULVERTS,,' AND CONDUIT, S (May 27.198 ) ",' , 9~05.l(2) Zinc ..Coated (Galvanized) or Aluminum Coated Corrugated Iron or Steel Drain Pipe The last sentence is revised to read: 12 The Contrac:ltor shall give the County two weeks notific:lation to adequate time to provide the above data. The County will spot-c:lhec:lk the lines and elevations to ensure their ac:lc:lurac:lY and that they are within the following toleranc:les: Slope Stakes +0,1 foot Subgrade blue tops set 0,05 below grade +0.01 foot 3. S ta t i on i ng +0,1 foot 4. Alignment +0.01 foot Slope stakes. subgrade blue tops, and surfac:ling red and yellow beat 50-foot'intervals. These spot-c:lhec:lks will not c:lhange the requirements for normalc:lhec:lking' and testing as desc:lribed elsewhere,and does not relieve the Contrac:ltorof the responsibility ofproduc:ling:a finished produc:lt that is .in ac:lc:lordanc:le with: the plans, standard'spec:lific:lations; and spec:lial provisions of,this c:lontrac:lt. In all disputesc:lonoerning ac:lc:lurac:lY of lines and elevations, the County shall be assumed c:lorrec:lt and the Contrac:ltor. shall c:lorrec:lt th disc:lrepanc:lies before, c:lonstruc:ltion work may proc:leed. No add c:lompensation will.bepaidfor this c:lorrec:ltive'work. Payment The lump sum c:lontrac:lt pric:le for "Surveying" shall be all" c:losts involved in furnishing all labor, tools, survey instruments, materials, .and other equipment nec:lessary for the setting and maintaining of the alignment and grade as spec:lified. The Contrac:ltor shall furnish all labor for traffic:l c:lontrol required surveying, , All c:losts involved with labor for traffic:l c:lontrol surveying shall be inc:lluded in the lump sum c:lontrac:lt pric:le "Surveying". OTHER CONTRACTS OR OTHER WORK Referring to the sec:lond paragraph of sec:ltion' 1-05.14 of' the standard spec:lific:lations, it is antic:lipated that the wi thin the limits, of this projec:lt wi 11 be life of this project: Utilit~reloc:lations,installment and adjustment by c:lompanies listed' elsewhere under UTILITIES. The Contrac:ltor will work c:llosely with all utilities and sc:lhedule his her work with theirs. 17 All references to "37-6" Parabola" are revised to read "37'-6" Parabola" . G-4a The note under the "POST DETAIL" is revised to read: Typical for multi_post 4"x 6" installations and all 6"x 6" through 8"x 12" installations, Holes and notch are not required. for any 4"x 4" installations or for any single. post 4"x 6" installation. J-1b fiieliote on the foundation detail referencing J-9 is changed to read: See Standard Plan J-1e. J-8 The notes on the signal support elevation referencing "To ground rod, seeJ-3a" and "See St'd Plan J-6bfor Signal Mounting Details" deleted. The fOllowing are Standard Plan numbers and their date of applicable at the time this project was advertised: A-1 7/19/!l5 C-2f. 12/06/!l5 H-3a. . A-2 3/21183 C-3 12/04/!l5 H-3a. A-2 9/28/!l4 C-4 4/08/!l5 H-4a. C-5 . 1/21/85 H-5 B-1 3/29/82 C-6 12/04/85 H-5a. B-1a; 3/20181 C-6 . 8/27/85 H-5b. B-1b. 11/26/85 C-6a. 1121/!l5 H-5c. B-1c. 3/20/81 C-6b. 1/21/85 H-6.. B~2 9/19/83 C-6c. 11/26/!l5 H-7 . B-2a. 12112/83 C-6d. 12/06/85 H-7a. B-2b. 3/19184 C-7 1.1126/85 H-!l. . B-4 . 1/25/80 C-!l 1/21/85 H-9 B-4a. 1/25/dO C-8a. 1/21/85 H-10. B-4b. 9/07/84 C-8b. 8/15/85 H-11. B-4c. 9/07/84 C-8c. 6/04/85 B~4f. 9/19/83 1-1 . B-4g. 9/19/!l3 D-2d. 2113/81 I-1a. B-4h. 7/12/84 D~2e. 2/13/81 1-2. B-5 . 11/26179 D-2f. 2/13/81 B-5a. '1/26179 D-2g. 2/13/8, J-1 B-6 11/26179 D-3 1125/80 J-1a. B-6a. 11/26/79 D-4 5/23183 J-1b. B-6b. 11/26179 D-5 8/24179 J-1c. B-7 . 3/19/84 D-5a. 12121/84 J-1e. B-7a. 3/29182 D-6 10/19179 J-1f. B-8 12/19175 D-6a. 10/19179 J-3 . B-Sa. 3/29/82 D-6h. 10;19179 J-3b. B-9 . 2/22/82 D-7 1104/80 J-3e. Il-10. 1/25/!l0 D-7a. 1104/dO J-5a. 32 3/18/85 3/18/85 12/2!l/84 6128185 6/28/85 6/28/85 7117/!l1 7/17/81 5/07/85 11/28/83 11/26179 2122/82 10126/84 9119183 2/13/81 2/13/!l1 10/31/75 B-ll. 1/25/80 D_8 1104/80 J-6c. 2/22/82 B_12.. 1/25/80 J-6f. 2/22/82 B_13a 12/02/85 E_l 1/04180 J-6g, 2/22/82 B-13b 12/02185 E-2 9/19180 J-6h. . 2122/82 B_13c 12/02/!l5 E-3 11126/79 J-7a. 2/22/!l2 B_13d 12/02/85 E-4 9/19180 J-7c, 2/22/82 B-14. 12102/85 E-4a. 9/19180 J-7d. 10/05/84 B_15. 10/19/79 E-5 1/25180 J-8 . 2/13/81 B_17.. .' , 11/26179 J_da. 5/23183 B-18. 3/19/84 F_l 11/26179 J-9a. 7/17/81 B-18a .9/06/B3 F-2 11/26179 J_lO. B-l!lb . 10103/!l3 F_2a. 11/26/79 J-l1a . 7/19185 B_18c .1/28/85 F-2b. 11/26/79 B~19. 10103/83 F-4 11/26179 K-l 7/17/81 B-20. 9/19/83 F-5 11/26/79 K-2 . 7117181 B-20a .9/19/83 F-6 1/28185 K-3 7117181 B_20b .9/06/83 K-4 7/171!l1 1l-20c . . ,9/06/83 0-1 . . 101171!l3 K-5 7/17/81 B_20d . . .9/19/83 0-2 9/06/!l3 K-6 71 171!l1 B-20e . .9/26/83 0-2 9/06183 K-7 7117181 B~21. 12104/85 0-2a. 12121173 K-d 7117/!l1 B-22. 9/19/83 0-2b. 12119175 K-9 7/17/81 B-23a 11/0!l/85 0-3 11/26179 K-l0. 7117/!l1 B-23b 11/08/85 0-3a. 11/26179 K-1 1. 7117/81 B-23c . . 11/08/85 0-4a. 7I17/!l1 K-12. 7117/81 B-23d 11108/85 0-5 . 11/07175 K-13. 7/17/81 B-24 11108/85 0-6 . 10124175 K-14. 7117/81 0-6a. 8/31173 K-15. 7/17/81 C-l. 11126/85 0-7 2/04/!l2 K-16. 4/26/82 C-la. 11/26/85 0-8 1/28185 C-lb. 1/21/85 0-8 1/28/85 L-1 C-2 . 1121/85 0-8a. 10118/85 L~2 C-2a. 11126/!l5 O-!la. 10/1d/85 L-3 C~2b. 1/21185 0-8a. 10/18/85 L-4 C-2c. 1/21185 L-5 C-2d. 1/21/85 H-l 5/17185 L-5a. C-2e. 1/21/85 H-3. 3/19/84 L-6 33 z s I ~Il . . ~ ... ~ ~ " ~ 3 il l~; " ; . i" I II ! ~ r I ef! t~ h I ~. !~!_ " ..! ;~; .. ~-.-! I !' It ~ ~ . : ~.~ ~' ~ f- fi t ~ ;/ ~ ~ [ I- 35 . . . '.. .',,: ,', ..... ". .........;:..~ . .,........ ..... . ";.':>';1 '. ...... .' :.: .! '. .....,: \.:.....'...'....,:...: . i................ ..........;.,.. '. ... ...... ",".'.' .' . ..... -:1' ". ,,', i'..- " .' .. ". . ........,,'. '.. ,.' .' . .:;: d..'............', . '. ... 'I'" ~ . ... . . .: . '. '. . .................. : ......... .. ,....i. ;,.::: .,..... i": ;.' "', ". ..,......', .'.: :: '; '.. ....' .' :.," .:. ". ,'. ,'.... .'. '" . " . ., ":'.'.:.','" ., .': '.,.; .'. ...-:.;'. . '., ,. -::.' :'''.: :' .' r,:,............... .- ....... .'" .......... . . ; ." ..,'. '. '.. " .' " , ,'.: ," . , , '.' . . ". ,.":'. " : ' . ." .... : . I ,~: . Affida! of Publication fTON) u ~ONI i Revising a county project designated as CR 0514. ,being Iworn, IDYl he II Ihe publbhBf 01 RESOLUTION NO. 35.86 (Ider, 0 weekly newlpoper which hal IT IS HEREBY RESOLVED THAT THE ALCOHOL LOOP ROAD, Rood Log I,.h.d I, ,h. E"I;.h I.""" .,d ,;,. ,No. 654309, ~rom M.P. 0.00 to M.P. 0.37 be Improved as follows: rC:L/:t~e:~d n:':~:,a:ned l~/;:n~ar:tc~~ Construct a new alignment and new intersection with Oak Bay Road. lor more than lix (6) manrhl prior tothe IT. IS FURTHER RESOLVED that an appropriation f.rom ,the ?fficalJ,Y Pi::ndf~::~~t~:~~~erl~:r;a~~ed,ond adopted rood fund, budget and based on the county engineer s estimate IS ~I a legal newlpoper by Ih~ S:;:ri:~ hereby made in the amounts and for the purpose shown: eaL/nly, and rhot annexed iltrue copy PURPOSE P~EVIOUS PRESENT, I. #35-ij6 APPROPRIATION APPROPRIATION $6,500.00 $11,000.00 Ie Alchohol Loop Rd, STAll OF WAlIIINGTON COUNTY OF JIFFERION In the manerol: Engin~'ering Righi of Woy Acquisition Sub. T 0101 Construction: X Contrad _ Counly Forces T 0101 $8,000,00 $94,000.00 'X This project is'included in the offici.allY adopted annual rood, program os 11. Item No.8., ' . _' The project is hereby made 0 port of the ~ffically adopted annual road program in accordance with R.C.W. 36.81.130. t IT IS FURTHER RESOLVED Ihot: .' i X The construction is to be accomplished by contract in accordance with regular and entire inue ,of loid paper R.C.W. 36.77.020 et. seq. ' ' ,rlement thereof lor 0 perlad 01 _ The COllslruclion is to be accompli sed by county forces in accordance with Lconlecutive weeh, beginning on rhe R.C.W. 36.77.060 ond W.A.C. 136.18. , PASSED AND ADOPTED THIS 5 DAY OF MAY, 1986. . '., HdY 1,86 80ARD OF JEFFERSON COUNTY COMMMISSONERS '4 th M- John L. Pitts, Chairman ___day 01 ay B.G, Brown, Member i Larry W. Dennison, Member Id new'poper wal regularly diltribuled rng all 01 Ihi, period. That Ihe full lL. hat been pald:;'jSn FI I, at the role of Atteit: Iforeochin5eMion. Jerdine C. Bragg ~. . . ~ Il J Clerk of the Boord ~L-V -7 ,,"'. SUbKrjb~:~n~.lttn 10 beFore me thil ~ 4tl~oy of ~"":ri,:':: _ 19_fL6. . !fiJilt~tL ell 7-:; c.~, Notary Publit in and lor Ih, Stole of Wo,hington, 'eliding at PaM Townlend $ 1 ,500.00 58,000.00 o $3,000.00 $ 14,000.00 $80,000.00 Seol: I,' :',:' ". "'.'., .' .... , .' ..': .' '., .', ",......'. ,.' .:..'.... .:', , ".'. ':-- ..:'" . '. .'., ',' '. .,' :' '. . '.:.. '" ',,'.. '. .,"," .:. ' :,.'" 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I c; j h tv . . .... ..' ~i,e _ -1'/J /t 7,? .: . . ,..'; .....' ,L:1L-=v3_1i_~___- '".'," ,........ '. filL ___Ill u:::.-:----2f. - ,.... ,..' .' E&-- Jj~-I/!:L --~=1--- .' ':,:. '" ',' , (~-_. .:jilt! __.2:!c - ___ __ .... .." . :.,. ;.::; /.. ()lILl... /1(, L "', .. . ~;-l- -hzl-// ::; p r-L-- ..' .'. '.,., ", ;:-1'--1"'- -. (~'-c:EI- --- I' ,.: ",,' '"",".. i' l__iL 1- O.J..6. ......L?l.S!._ --_. -. '.' ...... ....... .' K!!? - --, .1M I (.., _..Lff2.. i--1-'- , ':.:' '. ' .. Co J! I ! / < ? / / /j ()j -;. ".. : :..... , '. ~~)rL-r --I /t7II.'~ ---(j,L --v:;/t; .", .". . ',;t;; -1--1/'-7 1!.f)r~-'7'~1 ~~?-;; :'." '. ~;~'-----: IJ-"f':-'~ ;~f?, .. ";' , .'. ,.'. roo"".,/ " I ':::L: I !.,,J( r .?ID.. " . :.::' . '..'''' \,. /""7--...' /-/1<-- " ""': .:: :, ''''. "\:"_'-:::-"'-7" ~6t:..~" F'~- -' '. ... . . . '.. . .,... \ II .A. Atf-)/I/lr)/,1 ,l!.(/I/',.~" '.' .<,.' .. " bH 04\ 1;'ttV'~~- . '<..< / -" f<t;!; ~:. ...:, :" ". .. .... . ,.: .'. .', .. ,,on . :- . " . ,.". " " .... .'" . ... .... .... ".:' ':. .,:. "', .: -. ......, .' ':'.'. ":".'- " .. >>.'.. .',~ .' ..........."::'. . ". , :...... ....:-: ' ' . . ':':, '.:,:> , .';:.:,'" ',.",'''': . ,.:', ,:'i ....... ... ..... , .\:.. ,,,.,; ..>, .,:' . ":, :'",,::. '., .:,' :'.." ... .....;'"."'.;.. '. .... " ':'; :.. ....'..... . .~. . . '. . . . ., '" . '. -. .' .... . '.' .:' '. ... .,.. ',"." ;,. .:.... ..,. .' .' , ..,--' .' " .', ',) . . ,. ; '.." ..:.. " ' :' :,' ,..'<' ". , .. .,', . , , '. :;, .... ...... .",...,.. . , ".'. :" '. .... .... '. " ;"',:" ....., ". :. . , .... ...,.'.... o" ,,"" : '.' :< : .;.' . '. .; . ....,.' ' . .', ,,' ."'c' :. .,' .,' ..,..., ",: . .' . -: . . .- . . .' .,.;::".. . . '. .. '.' '. ", .; , ,': . .- ROAD . .. I ~o. ! !:." .;~,.. IIU,",: BETWEEN DEPARTMENT OF HIGHWAYS, JEFFERSON COUNTY, WASHINGTON AND ,;;:""..?-.,.,1"/ .,;', DatA . _J'i--:;.,r. ? Project />;._..f/ '/',;".,j" /; ",.I , PROPERTY OWNER .. ." -.' <7,:J~- Co. Rd, No. SectiQn ;.;"0.. r:: ,7t:., ...t<~ /:~" ~'. ".) .A.... Description r'A"/J ,f"d' . . lJb:o~~e~~r:lta ~,':h,:I:or:r~n~ 8:: ~~~ ~:r:f :~lr:I~~t rf:hr~ ~~e: cl~~'~~e~~~.:: 1~Jr:rnJ;te~~'f~~o~~:~1faa.~,.~~i .t.rucUon in maUCIU open to doubt or .Ulcepubf. to mllunderatancl1nl. and no Uablllt)' nor obll,aUon 'ha~ exist except a. .tated herein or in the nlbt 01 WIY deed.) , The' undersigned hereby agree to the following conditions for the construction of the project named and described above: . /"',";4;.~ ..,I;~..,j"., r;. j/, .",:;,,>.;..1 ;./,'~>./,,:;./ "'....y ;,~~,j.,t'~:.I',,(,.~;, ~'''J /~;'--.I y;" :'o~''''v'''''' 1"/', -.;; " ;C".' ~"~....,,,:' '~'1.f'C . . . .', . .. . 2, .. C.~f/!6: 7N,f,~~J.~<~ 7:,)' "iN", ';-:,{'.." '.~.t'/:lY/:'(~~1 7(;1 ~ ',/'7JIt... ,.-:;'Y:7#,,"'-- :A,.~;;:' ':'. '<J.~,"-'~/?1>N~t;1 ;T;~) <~e<,,,~::"t;l'?r}'.!hr'J,.<:'"t1 ..I-:~..,." ~/,I'/(, T//'i,i..f";J" " cc")./.f.....-I7)i . . , ' .. , . . -;,y . , . . ,.' ' 7i1h!'" .: .I':?llt :.~ , . , , ',' Jeffe~county: . ," - ;'.;~;..;::;~~. ~ . . (Signed) Owner: S (vW\ ~ \"'\'\,"/Y'\\..b.~ . (Signed) .1 " ", ,..' .;.. ". . ..' ,'.' . .....,. "'.' . ,'" . ;.,' ..' :. . ". ,., ...' . ,..'.' ..' , '" .,. ,......,;,: . , ~. ..,. '. .. ..... ".' . , . ,< '.', ..'. .' '. . " , '" .. .,":': ,."'. . . . ' >.,'>:::',',' . .' .," '. "ii~q;tiC' ,., ... :\ ,". ,,. . .:.. ,,' c',' " ';.w: . .... .' , , ' ..' , : ' :.:'., '." .. ,.' .. '. .. ..,,'/;;:;,',::,: 'e. ..':,,,; '. . .......:.:...... '. , . .... '",'''' .. .. ". . . .,': ""..'. " ..,'. . .' '. . . " , ,:.... . ".. ". . .' .,:,,'. ., ...... .'...,... ::i . < '.; ',' : ..." " .".':, .: . ...... '..,;. ,'. ,",: , " ,,: :":., "'., ','. ,.... ,'. . ~., /f: . .,~, '" ' 'i..i...... .,.: <.. '....' ...; ':", . '.' '.'., ,... . ..: .' .. ....: ." ..'. . '. '. , .. ", '''" . ,.. ,:,......"::.... ~ ..'......,'. ./,):.,:,,'...... . ~.?s~~A~~~I)..~. ,.'~:~. .,.:,..:,'.,..'......,'..., ,i,.,-.:,:" POATLAND,"Aml4' Ol' ,WA98I08 '.' ., : .' .,..:',", 238-1570 · 767-3283:.. ..' ' ".' TACOMA SPOKANE NEWPORT"" ..' ", ":<:;":':::"'/::"';\'/:':':.'/)'" .. 2111 PACIFIC AVE. 5609 E. BROADWAY 136 S.E.1ST ST. ";::,::':::' ',>"; . ".' .. '. " .'. .. . TACOMA. WA 98'02 SPOKANE, WA 99206 NEWPOAT, OA 9"'5 . . . .'..." '.: 572-2700 535-1511 265-5391 :. .' :.',...:..... " ." ''','";) .. . '.' '.. ".',: , ' , .. 7J/IVt>Jb/ 1\Md 7/mk...- , ".,i ..' .:. , , .'...:., ." " .. '. .' : .... '. , : ',0 " , ,,'.':. hr:/t4",,/ock, .!!.-5'4-(J x /70 ~'~ 4jUo !. '," .. , '> . C..o. · ;0" x ", , ;~'f'?: :. ,,', ..', )t~~7.~ .>o1.S5 !' '... . ii:.,;. "':'.' I:' ..... . ...',: .:: ''''',' . ::: . .. ." ," " . r;';')b<" lV'" ; ',' .. .:: "..., '.'. '/l/o.'V E/.'-",... 4>7+z..(. [.:'" .... , ~ <:'~ ! . "~, ..... '.". .l '. '. ,,', ".. . ". , ," . ' ....', . ' ".. ::< , . "< .... ">." '. :' .... ". ':":..' ",' ',"" :.- .:' </ .. . . ". :.,.... ,.,: ."., ,: : i'. .....:.:. '..' '. " . '. :. ., .. '. ". . " . ': "1 BEARINGS. BELTS. SHEAVES. CHAIN' SPROCKETS' COUPLINGS :.. . :' " . SPEED REDUCERS' ...,' . .... ...'.'.., :, ,". '.' " . , ." '" . '..',' ":.' ,,: ' . ... ,... .'..... .:' 'c' ::." ':' . . :". .' ',: .' ,.' .' .... . . . ,.' .: ",:", , i"...... ....... 'J ,'. . .' ,'. " . ',;'. '. ;.< .," ::'" . :":," . ';. '. "'., ' .,' ,',' ", ", Y,. <. '... . ' . ", ,',', ':'" :'. . .' . .,.', ," . > . '" '. , ..; iiiio: '. ".' ..... ., , '.' ' ,'. . .i~'0 .' .',.,. "."": '. . " . .,. " '. .' '.' ". :> :<......,. " . .,' C,)' .. '. . . . '. '. .' ;' ,:'., ...,': ..... " ..,... ..... ..... ". ...... .',<' '. . I,: ,.......' :'\<'.' .:, :. '. ,.' .' . ....' " ..."'..:.....' ':"', ". ':,'"", '. . ' , ...., '. ...:; ..: ': , " ,.,' . " . . '."" '.' .,.: '.' ....' " .,','., '. :':"'" ., '., ",:, ''''',': :::,., '.'..... ". . ,.....:,. ,., /'c' '. . . . '.. . ',:.' ",':',..,:'" '; '.: ":.' . :.:.,; . :-, ,', .'..,".. .:,"'. .. . .'....' ,'. "'.:: ',:' .;" , " '.......';'. '.' . ," "'," ,..; ',.... . ;. F'olJnds of d,'y n85 Ct:Hlrse l:1ggreglJte perctJbic: YI1,'d .790 M'lN. wl1ter per ,c1Jbic: yd, _Cg(lllons per 100 wt. of cen,ent.-5.33) 32.5 the standard specifications is revised to read; Low shrinK .concrete shallrueet all the requireruentsfor Class AX as stated in section 6-02.3 of the standard except that the quantity of water shall be reduced w"ter/cen,entr"tio sh.,ll pot e;,:ceed 0.38 by weight. water reducing adruixture shall be used in this ruix and shall be as outlined in section 6-02.3(2IBof the standard specifications. third paragraph of section 6-02.3(4IA of the revised'to'relld: Ingeneral~all concrete shall be mixed for a period of.not less than'l minute'after all materials, including water, are in the miNerj eNcept,Class D and DX, which shall be "Iixed 1-1/2 minutes. Concrete in Water first sentence of the last paragraph of section 6-02.3(6IB of specificl:ltions is revised: to reQd: Concrete placed under water shall be Class D or DX and shall proportional ',for arnaximum slump of 7 inches. 'Finishing Roadway Slabs The ,. sil-:th ',ndseventh sentences of the st"ndardspeci,fic"tions which revised ,to rel:ld: paragraph 21 of section 6-02.3(101 begins at the bottoru of page 206 The texture shall not extend into areas within t~ofeetof the lines. The non-textured concrete within two feet" of the curb shall be hand finished with a steel trowel. Bracing Section 6-02.3<17Ic of the st"nd'Hd specific"tions is revised by the following paragraph between the first and second paragraph: Bracing shall.be provided between prestressed concrete girders prevent n,oven,ent or rotation when the di"phra., and roadway slab pOIJ red. The girder t.,ble in the seventh p'Hagro>ph of section 6-02.3(17IC of standard:specifications is revised to read: Series 6 Girder - 2 feet-6 inches Series B Gi rder - 3 feet-6 inches Series 10 Girder - :; feet-3 inches Series 14 Gi rder - :; feet-6 inches :; . . Service ti~~i;rcal services will be at 120/240 volts, 60 Hz AC where and ~. noted in the: pll).ns,~ Ibb~~l~~IIQ~ EXEIg~E bigb~ E~2Ug2rga ~i~b I~e~ ~ b~roiu2ir~ ~rroa Lighting st"nd.nds for 'Jse on this pro,ject shall be f"bl'ic.,ted in conforn,ance with the n,ethods "nd n",terials specified on standard pl"ns J-l,J-la.,nd,J-lbl 0" thepre-',pproved plans listed below, provided the followin~ requirements have been satisfiedl MOIJnting heights sh"ll be ,,... specified in the plans, Light source to pole base distance (HI) ,shall be as noted in the plans. Verification of HI distances by the Engineer, prior to fabrication, is not required. Fabrication tolerance shall be t 6 inches'. Standards fabricated in conforn~nce with standard plans J-I, J-l" "nd J.-lb shall h,we type 2 arn,connections. All~eldson steel standards shall comply with the latest AASHTO Standard Specifications for Highway Signs, Luminaires and Signolst of the special provisions hQvebeen Drawing No. LD-l0095C73-A) R13 E2t!rir;g~Qr ~Q\!UHUg !:Igh Union Metal' 40' ManufactlHing Co. Union Metal 50' Manufacturing Co. "'ole ron Pole 40' Ilnd 50' Prod. IIiv. V"ln,ont lnd. Inc. 40' 11nd 50' Drawing No. LD-l0l00 (74-A) RIO ."', ,'...;>...:'....:' Drawing Nos. 1985Ar, 3554 and " 4105B Drawing No. DBOOOI2-RB E:g~I!!~U~ Thelun.p, sun, contNct,prices for, the biditen,s listed below sh"ll be compensation for all costs involved inlurnishingall labor, tool, 'and' equipn,ent necessary or incidental to the constr'Jction installation of the complete and operable illumination (or Signal) system in accordance with the attached plans, these 'provisions and the standard specific"tions. P"yn,ent will be "t the lun,p SIJn, contNct prices for: Inst.,lling(2) 40', light st"nd,nds with 16'.n",st arn,s "ndslip assemblies. and providing and installing type 2-310W. H.P. lunlin'Hes and clan,ps, providing "nd inst"lling 2-stop signs flashing beQcons, 12',diot,ond diffiffier~, providing and install B 120/240V. service with meter and flasher. I,"' . . 3/19/84 &". . 1126/79 J-11" I e7129/84 .9/06/83 F-2b. . 1/26179 .10/03/83 F~4 1126179 1\-1 7/17/81 . .1/28/85 F-5 . . . 1/26179 1\-2 7/17/81, . .10/03/83 F~6 . 1128/85 1\-3 . 7/17/81 . . 9/19/83 1\-4 . I . 7/17/81. . 9/19/83 G-1 . . .10/17/83 1\-5 . 7/17/81 . 9/06/83 G-2 . 9/06/83 1\-6 . . . 7/17/81 9/06/83 G-2 . . 9/06/83 1\-7 . 7/17/81 9/19/83 G-21).', . .12121173 1\-8 . . . 7/17/81 9/26/83 G2-b. . .12/19175 1\-9 . . . 7/17/81 . 9126/83 {J-3 , . .11/26/79 1\-10. 7/17/81 . 9/19/83 G-3'3. . ,11/26179 1\-11, , . 7/17/81 G-4." , . 7/17/81 1\-:12. . . 7/17/81 . 1/21/85 G...5 . . .11/07175 1\-13. . . 7/17/81 . 1121/85 G-6 . . .1,0/24175 1\-14. . . 7/17/81 . . 1121/85 (3-6", . . 8/31173 1\-15. . . 7/17/81 . 1/21/85 G-7 . , . 2104/82 1\-16. . . 4/26/82 , 1/21/85 G-8 . . 1128/85 1121/85 G-8 1.128/85 L-1 . . . 1121/85 1/21.185 L-~ . 1121185 1121185 11-1 7/27/83 L-3 . 1/21/85 1/21/85 H-3 . 3/18/84 L-4 . . , 1121/85 1/21/85 H-411t 2/28/84 L-5 . . . 1/21/85 1/21/85 H-5 . . . 1107175 L-511. . 1/21185 1121185 H-Sl1. . 1/07175 L-6 . 1121/85 .21 v-' C' ri:' /'- . RECORD OF WJERlIILS (Cont 0 d l Cont. No. <:'l?'P 517 Peae _ of ._ Source $ Approval Control Sa.ro:~les Material QulUlti ty Approved llumbe r Appro., No. Humb. r ..,. ,," Required Sent , BfJ?t.I1S r \9.,~S'l" .,' p(? ('a Y,7 iJl'h:flL Z- to ,< 'r'W l:-~ '- E'.i- ""r .'. ~A Vt---"t. e.A'~~It..l- /JoN ..I.V-c..'V (.~ f1 ~'- ,<>y J:',Ln.,l ,np,l1IC " ... " ... \ ',,' '..",. , .,. < ,,' ". " , , .' " " .,......', , '. : .,.'. .., " .' ... ..,., ,.', ,'. . ','. \ " ",. " . ',,' I I , ,'. l . " '.. " .'" ! " --;- - ,', .'. ,.,' .; .', I . .' ',. ',. \ ", " .,' I --;- " , i - 1'" '..,' , , I .'.' '", --.; '..' .,. . RECORD OF MATERIALS (Cont' d) Cont, No, CEPsn ;page _ of .'--'- Sources ...pproval Control Sanl'ples Material Q\l&nt1 ty "'pproved NUIIlbe r "'PProx, No, Iiumbe r I' , Required Sent C-5 7'(;, 2'lS3 '-'( , /Ie.. t:.LI'6sb 1...,~;t...~T'. ~AJC;/<l"l'\.I, . " .,. ' < .< " '. ',' . " , '.,'. " " . '., " ! .. "'. ,'. ',' " ,'.' , . ,.. . " ".. " " ,,".. ".".".. . . ...,'. , . ,,'. " ,." ,. ,,' , ,. .' ',. '" ., .' " ,', ,,'" ".; ',' .' ,',' I '.' , '",' .'. ,',., '.. ,,1 ',. " ,". ,,' ,',' : . .,,'. ,.,. ... I '. " ".. " " .' ',' ,', ,.' .,' .',,' ;,' ; ." , ... " ..",'" ! ;, ,.', " ',., , , ' " ., <, "",,' ,... .' ! , " I ....'. ", " ",','. ." " , " ,', ..,,', " .'. . . . RECORD OF MlJERIALS (Cont' d l Cont, No. Ci2PSI7 Poge _ of' ___ Sources Approval Control S6It?les Kat.r~al Qu~ti ty Approved Numbo r Approx. No, liwnber Required Sent U:;IJ1:>VI r " , ,~ .c"' , "'IIYJi)':>l '" LIMn' ',IIlI-lN:If~ 'U'~irM U.etlb ~ 'l'1(;.>,t"]1' LI'1PiP5 " ,'", COtltlVl::.jOp.;, ,,' "., rv":-I'::lI', -:I t>/<;,<t;.;"t:)'l..:'1 ", , . " S:'7lL/ Ie G' ' PtVvt:"1 , .'$ '" ," " 'plh7"- t'l'l (,-:' " -'$lt.I.r;~I"'" :;.,'.~<,E'; . " 't.'),,;,. <; ',', .'.' , " ,".., " "-, t.(/~ ", " '," I Flcy '~W-Oll Fir )>;,~, 7 S '" . , " I ~LIP !<>>v >'"',..,, '.. P"'L~~' .<w,'" " .. i , " ", ,,' , , ,', .. ,'. ,,' " , , ',' . ! ,," " " : , " ,,' " ", '.', ',' ,,', ,", " , " . , .'" " , '" ',' ......., ~,.... I~~ 0:- . ""I ..w'tIOl 'ls B.l, 26,35& , d,' " " . ',.. .. .', ,; .. : ,,',' , ,,;,.,:;;: " ,,',,',..,'.. ",".> ",,'.',>" '.' .',;,,'......::',,'...'.' ,', ," ,::' ': ,,<i"," , .' '. , ,',':' , ::' :', ", ", , .. ' ,; " '" ",.::: " ' ..: ....-.:, , .::,'",:>", " , ",: ~' ,,' ':: ,,:' ':' ",' ..:, ',; (.' ,..',', ",' ,,", ' , ,.( .... "" " <:",: , " ,';":' .", ," ,:, '" ',.', : ' ;: '", , ': , ", ,', ' ':' " ", ' : : .. ',' .. ':, ,,', .. ,," ~'~>~' "~~l~ "~ '\'~..,~'" <"",::" : ,:', , ' .,: ",.-, ~ ' , , :';, ' ':, ' '.',,'.' :"", ,',' , , , i : ,'.',: " ',: ':: ',: " ,.;, , ,:, ;, . W....-...., DEPARTMENT OF TRANSPORTATION " Mlt.,lel, Leboretot)' ~ ~i~.:n~:~ ~~7 Sl8504 Malerial: !-J~. .::>){~~ /;.. Brand: .aol Sample No.: ~icaleNo.: Quant. Represented: Aggregalu: Washed Stockpile No.: Usedal: Sla. Sampled/Tesled by: ./ c~. , n Sampled at: ( '7,-f 3 _\- Dale: Sampled . ,..r./!-?' /:-t'" (; Mix Deaign Desired: " , , ,", ", , .. ... .. ; CONTROL SAMPLE TRANSMITTAL ;/'1";: 139801 Hdqlra.lab, No.: Disl. Lab. No.: SANe.: ". I. lONe.: Field Tesl No.: Truck/Car No.: Produced 10 Dale: Scalped PiINo.: 10SIa /1' j Ie ':"-i .,..,\)'J l.t,.t" Tealed Contract No,: t:. /~' ,} --' _).1 ;7 Section: FA No.: C,S.No.: County: ')c>.j 105,'5." ,.. Contraclor: .I.~ /. <r ,~-. "> Subcpntraclor: PI~~:<f ,K' /.~;'/l;,,'> Organization Code: Forwarded by: SPSNo.: Dale: Field: Acceptance Field Teal Reaulle-Report allacreena used: Rejeclion < //. Olher Based on Field Teat No.: Aaphall In Mix: Design_lib Plan~% Exlract_% MilcellBnBoul 'I Fjeld Dill, Lab. I Screen r Field'lbPIIB I I SISJ, I I T -1 I~~;~~-"~--l-- -.-+-- -.-j I-+_m.+__+,. .--.1 FrBctureFlne: ..J:.!a~~u!.8_c;:~~!_~~.:__,I~__..__ ._-- Sand Equlvllent: Sieving nWot !lOry :a/Lba. Removed by Diatricl Lsb: Remarks: ';;:'F1'1'.~(!'1I';~'n .1 Dor' ~~1~l~O::(~k7. nWel DOry ('; r ..t,i.o :'1"-"', ',"j.~. (.. Projoct Engineer: ,~... .:):~. ." -:;r.~:;:7. ;!i::L. ,.,{: .J?:;;:'" ,,(';",/ - ~:;~/ '1 White Copy with Sample YeIlOwCopylorProj.Flle. Phono: (SCAN) , ",' , ' " , " , :' (" '." . ,.'; ,'. . "':,.; " ,'" " ,,' :..' '",':,', ';, , ,': , ,,',: ;' c',"..' ", , ' , ~~).'1;....... ';. · ... ",' '.', :,': ", " . . ,.:.. ~ ':'i . , ; ','1.:::." ;:. co ... ,.. ...... .', "'~'. :;';.' ...... '..' '; .J :"':,z' ". ...".." ." ..., ,'" ,,' ,',',' '. '.:,> i (;:,' .,," ,,' ,.,'" " ...' ',. .'.,.,.. ":": .'.,.,.,'., ',' '., "., ' " " .', , '. '. i., ."",,, " ..,:' ,..... ",'" .:',>, ":'-':' ,..., '.',", '"",:':, ,,' ,'. '.. ' ',';,:, ":, , " " ,,,' ",' ,,',: .'."....'.., "'>": '.,,'. " ',: " ,'.., ", ", ,"",', :" :',',"": ''.: ' ':', , :;:-.'" :,'; .\ .. ..0... ..... . \", i\> .:.. " 'V~~~i'~~'~2;~>'" ' " :'.', ',,,' > ..' :.., :\ ~ DEPARTMENT OF TRANSPORTATION 139802 Mlt.rl.r. Llborator)' CONTROL SAMPLE "./I. P.o. Ball H17 ~l,\lmpl.. -WAc 88504 TRANSMITTAL \ J I~/ .~i Hdqlrs. Lab. No,; ,:1..-.,~.l;, /1- (~/)/\~ ,)"/? Diat. Lab. No.: Malerial; ConlracINo.: SRNe.: SI''?',.- . 10 Na.: Seclion: I Sample No.: Field Teal No.: FANe.: Cenific81e No.: Truck/Car No.: C.S.No.: _/.1' ':'"~~"~<:"P 11 QUent. Repreasnled: Produced 10 Dale: County: Aggregal88: Washed Scalped Contractor: .-!.., 1'(,' ,~, ",I;.r l~: /) ! SlockpJle No.; PiINe.: Subconlractor: Uasdel: Sla. loSle Placa: Dale: Sampled/Tealed by: -;-"''"1'' 1"/. Organization Code: Sempledat: ;'rel 1.7' ;"-/ .< '''''"'1'''" Forwarded by: Date: Sampled ,r,/'o-.; i (;;.. Tested SPSNo.: , Mill DeSign Desired: Field: Acceptance Rejection Other - Based on Field Test No.: Field Test ResullS-Repor1 all screens used: Asphall in Mill: 08sI90_% Plan~% Extract_lib Screen i I I I I I J JS/S,/ Miscellaneous Field Disl.Lab. FleldlltlPall I I I I I I I I I I FraclureFine' .~;b~~'~+__+_+_+__+_'I_ "I. U'__'.._ ~-_."-". ---~. -. _f!~_!~~_~~II!~e~ "---~-- --.--1: Sand Equivalent: -- Siaving nWel [lOry OWel DOry Grams/Lbs. Removed by Oistricllab: <', ,,' (,l,;?';',')' ,'1. Remerks: ,C~/7r"f-' r/;,,: <" 1 .it ~,~,I"?f.i~_../''6/ ------- Project Engineer: DOT :~~t~E3~-O:~Il():~r. Phone: (SCAN) .,I. ~"/" ~ ,~'~"", ~/ :/ WhiteCopv....ilhSample Yello..... Copv lor Proj. Ftle. ,," :':: "