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HomeMy WebLinkAboutTANAINA HILLS LT 1Onsite File 01, T 9� s�; i i L, ✓` Us ,���=�':�a•_�:: �.�ss "�„�.,.'�� ,s��h�m kms,-"„�as5>. �^'�.a.� +�;�.,.�'�,� n �2VG'1s7a37?G�i7"e vC..�B"f/'C'�S I�G��J.s4""A'+,ri"�'s Building Sa e i -V ®ivisi©i, OLi-Si"re V la er & 'dVaa.S"SeEJa' r Proo 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Mark Begich ummmuni.orq/onsite Mayor (907)343-7904 Well Log Permit Number: OSP171278 Date of Issue: 9/25/17 Date Started: 3/14/18 Date Completed: 3/15/18 Legal Description: Tanaina Hills Lott G:2123 Property Owner Name & Address: Villacorta Jose Antonio Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To stickup 0 2 silt & gravel 2 15 sandy dry clay 15 65 silt & gravel 65 80 sand w/ Gravel layers 80 138 clay 138 160 wet clay 160 245 coarse gravel w/ H2O 245 253 Water Sample Results: Arsenic: Io 0 Z ug/L 5/31/)s J Nitrates: �1.� mg/L Total Coliform Bacteria: colonies/100mL OTNU-T-BaGterimL GE QG O ' C V O Is well located at approved permit location? Ix f Yes LJ No Method of Drilling LXj air rotary U cable tool Casing type: steel Wall Thickness: .250 inches Diameter: 6 inches Depth: 253 feet Liner Type: Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 105 feet Pumping level: feet after hours pumping gpm Recovery Rate: 50 gpm Method of Testing: airlift Well Intake Opening Type: n Open End n Open Hole n Screened Start feet Stopped feet F1 Perforations Start feet Stopped feet Grout Type: tsentonne Volumc:granules Depth: 20' Start 0 feet Stopped 20 feet Pump: Intake Depth 233 feet Pump size 3/4 hp Brand Name Webtrol Well Disinfected Upon Completion? M Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Hefty Drilling, Inc. 3540 Akula Dr. Anchorage, AK 99516 Attention: The well driller shall provide a well log to DSD within 30 days of completion. a - -C ""a -v A-700, E! -no- e Road N , D.C. S C --,e 19, 6 6; 51 0 Mark Begich ilindhorage, AlC 9,1,-607 E T Y Mayor (907) 343-7-9,04 Pump Installation Log We -7f Date of Issue: I -Al ll Drilling Permit Number:,Vf Of 1-7 3 Parcel Identification Number: — Legal Description I-Ar)4�*017a- Pump Installation Date: 18) Property Owner Name & Address: Ck C-0 r4 0�, Jo r1 10 Pump Intake Depth Below Top of Well Casing:3? feet Pump Manufacturer's Name -I we,bfo I Pump Model: tA/(_ 10 A -r- 2 Pump Size 3/qhp Witless Adapter Burial Depth: feet Witless Adapter Manufacturer's Name: &d -n 1C) Witless Adapter Installer: V/-, } C,0 Well Disinfected Upon Completion? Yes No Method of Disinfection: Comments: Pump Installer Name: 2--E)�y Drff&iq, Inc - TO. BoXI.121M 42,xAcrage, AX, 995.1.1 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. SGS Ref.H Client Name Project Name/, Client Sample Lu Matrix Printed Datefl'ime Collected Date/Time Received Dateffirne Technical Director 06/05/2018 13:08 05/31/2018 9:45 05/31/2018 10:06 Stephen C. Ede Sample Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals tx_.�-Cp/ms Arsenic 9.02 5.00 ug/l, EP200.8 C (<10) 06/04/18 06/04/18 ACF Waters 22aza—tMerlt Total Nitratc/Nitritc-N ND 0.100 m_afL SkUl 450ONO3-F B f-10) 05/31"18 AYC Microbiol— Laborato E. Coli Negative I 100m1, SM21922313 A 05/3118 K.W Total Coliform Negative I 100ml, SM21 922313 A 05/31118 K.W MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Water System Permit Permit Number: OSP171278 Work Type: Well Initial Tax Code Number: 01105102000 Site Legal Address: TANAINA HILLS LT 1 G:2123 Site Mailing Address: 6798 TANAINA DR, Anchorage Owner: VILLACORTA JOSE ANTONIO & Design Engineer: This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft Total Bedrooms: ,l„l'n( r DehartIII ell t 9/25/2017 9/25/2018 50183 ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy 2 Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: 1. Maintain 25 foot horizontal separation between curtain drains and well. 2. To close out this permit, please submit the following: a) Well log b) Pump install log c) Water sample results for total coliform, nitrates and arsenic. (°131111 CZ -#1 . 12elode Well. Received By: ��- Issued By: ��Z�C�A. 11t1ucaC X Date: q /-�'1S_/'e20Iq Date: 5 C� MUNICIPALITY OF ANCHORAGE Community Development Department ~ Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWERM/ELL PERMIT APPLICATION Parcel I.D. oil -051-0"z- Property o51-0"zProperty owner(s) ANrr-o -J VtuL/�-eRT4 Day phone ''IM -717-7`719 Mailing address Site address (41719 TAvJAArJ4 V.. Legal description (Sub'd., Block & Lot) TANAIwA I,})"4 DoT t Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ® Single Family (SF) Septic Tank El Upgrade ❑ Upgrade ADU) Holding Tank El Renewal❑ (D) ElRenewal Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE 7 WAIVER REQUEST FOR: N/A Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes.n�ON \4 U_ 44 (Signature of property owner or authorized agent) Permit/Rush Fees: t3L/q Waiver Fees: Date of Payment: b 5 /17 Date of Payment: Receipt Number: 0l `/ 3`/ G Receipt Number: Permit No. OSP 171 2 7 $ Waiver No. Permit App_9-1-12.doc Site Legal Address: Tanaina Hills LT 1 x:2123 Site Mailing Address: 6798 Tanaina Drive, Anphorage_AK Owner: Vllacor a, Anton .�r�► CONSTRUCT; S? �i ;SSCQ'--4 (TOP) WARAW DEED a. w r IELIC3 02q G 563 , Vi O• Y FIT - j cf)-11 il U P'�- TANNNA DrIve POT F. ; MAMNTMW ZS Fbar O PAP*11D p T&TOFfA Qgu- P0,40 1KIvA'M WoJes. LAI'.W. STA 741+33,94, jxl STA 641+;3:94,)D.( UGC .-_.-_.-- 'RT (1N ERT) . N 0 J Q Q Z ti Site Legal Address: Tanaina Hills LT 1 G:2123 Site Mailing Address: 6798 Tanaina Drive, Anchorage, AK Owner: Villacorta, Anton STA 641.43.94, 10.00' 1¢ CONSTRUCT _;; j (TOP) Y WARAUTY DEED �; .5TReET /NT KASPSTA I sb8. TAKAINA /0110+60. = x I YA 10 ----G------------G----------------- TANA/NA Drive -UGC------- a PIPE,STA 740.51.23,C/L- x ,i. _rZ TANAIN STA 640-51.23. 10.00' ©RASP. STA 139.58.6 T- I ' p STA 41.33.94 /L ni ,1.23'R SSM 3 CONNECT TO EXI�IN p I + .. S &641-33.94,'-�, RTCONSTRUCT CON -(IN ERT) SEWER MAIN 0 \� IX X }b6 i F x I� z • \ ' z i \ L- -- - - - - - - - - - ........................................ .... ............... SEWER STRUCTURE DATA ............. 190: STRUCTURE TOP ELEV. INVERT ELEV. :140 West 106.59 .......................i...............:..............i....... SSMH-3 120.5 East 106.57f !3� � South 109.50 :... 135... SSCO-4 123.0 North 112.00 SI South - . 130: y� 730. mi I Ellstl Grade r Pipe • �i Inlshed ode .............. .... ! 5. r :125 "`� Notes .......................... .............. ! 54C0—i/ O :120 .......-... ... .............. . .. . .............. -PROPOS .12'+ ........ .................... //S E STORM D AIN 115 PROPOSE 18"? STORM D AIN 110: : ll0 5 A 7 1.33.94 SSCO- (INVERT) !05 105 S-A. 740.51 23 ° 82.71 LF i S MH -3 8"' CLS DIP _:.DROP C NNECT S-0.0.510 - .........E .. .. .......:.. ................. . 74000 741.00 742.00 743.00 GRAPHIC ""SCALE ,P1PC LDWCLL RA5P. a X PIPE NO _! x 8" DIP 82.71 SOUTH (i STA 630.47.56. 13.54' RT- SIZE LENGTH (FT) BEARING I x i x t_I TANAINA VALLEY LOrZZ tn!llxxxl , STREET /NreTSFCT/ON x ' 9 CONNECT TO EXISTING TANAINA 7Y1-,-31 (PIPE I ,I LOWeLLSTA. &JC' ,OD 22 i x 45'KT xl xx TANAINAVALIFYLATZI ,1 .k STA 7314;;4, C/L- STA 631.64.5, 13.54' RT CONSTRUCT S MH -2 0 �A AT PIPE TANAINA A RASP. S©CFT /NTSM5ECTI& 17A3P 5TA 199*4d5,43 TANAINA STA le40+50• STA 740.51.23, C/L- ' STA 640.51.23, 10.00' F T- STA 139.58.63, 1.23'RI CONSTRUCT SSMH-3 x CONNECT TO EXISTIN SEWER MAIN c ( /-Fo t SravlcE Sec. # 22475 SANITARY SEWER PIPE DATA PIPE NO 1 STA 730+47.56, C/L- ! 8" DIP 82.71 SOUTH .I STA 630.47.56. 13.54' RT- SIZE LENGTH (FT) BEARING I x i STA 131.90.53, 2.44' LT x TANAINA VALLEY LOrZZ IZ CONSTRUCT SSMH-1 ' IW CONNECT TO EXISTING TANAINA 7Y1-,-31 (PIPE I ,I SEWER MAIN X 22 ICE I,. I RASPBERRY I yft+1K fiO 45'KT f„ �I I.; RASP. 136.37'E o1W R TANAINAVALIFYLATZI +Z I I .k STA 7314;;4, C/L- STA 631.64.5, 13.54' RT CONSTRUCT S MH -2 0 �A AT PIPE TANAINA A RASP. S©CFT /NTSM5ECTI& 17A3P 5TA 199*4d5,43 TANAINA STA le40+50• STA 740.51.23, C/L- ' STA 640.51.23, 10.00' F T- STA 139.58.63, 1.23'RI CONSTRUCT SSMH-3 x CONNECT TO EXISTIN SEWER MAIN c ( /-Fo t SravlcE Sec. # 22475 SANITARY SEWER PIPE DATA PIPE NO SANITARY SEWER PIPE DATA 552 8" DIP 82.71 SOUTH TANAIMAYALLFVLOT I PIPE NO SIZE LENGTH (FT) BEARING ' < TANAINA VALLEY LOrZZ SS1 8" DIP -..�.T SOUTH ' LOWELL_% 5ofN R "INA HILLS LOT I TANAINA 7Y1-,-31 (PIPE I ,I I I I I 22 rJ BaDr 3D24 P&553 RASPBERRY I yft+1K fiO 45'KT b RASP. 136.37'E o1W R TANAINAVALIFYLATZI +Z I I I a'Ke Irl' 47s y� q t�,5'Jl l $j STRUCTURE TOP ELEV. INVERT ELEV. 145 140: rnurt IJI TOP ELEV. INVERT ELEV. /q0 .k STA 7314;;4, C/L- STA 631.64.5, 13.54' RT CONSTRUCT S MH -2 0 �A AT PIPE TANAINA A RASP. S©CFT /NTSM5ECTI& 17A3P 5TA 199*4d5,43 TANAINA STA le40+50• STA 740.51.23, C/L- ' STA 640.51.23, 10.00' F T- STA 139.58.63, 1.23'RI CONSTRUCT SSMH-3 x CONNECT TO EXISTIN SEWER MAIN c ( /-Fo t SravlcE Sec. # 22475 SANITARY SEWER PIPE DATA PIPE NO SIZE LENGTH (FT) BEARING 552 8" DIP 82.71 SOUTH I � m STA 74121 +43.94 C/L- O STA 641.43.94, 10.00' R ¢ 'II CONSTRUCT; j SSCO-4 (TOP) WA11ANTY DEED Y o i I ;BK3 02Y PGS 53 N , 1 , --------------- TANAINA Drive $ uuCC �T-----' L--- �0------- STA 741.33.94 CL- I STA 641.33.94, 10.00' RT CONSTRUCT SSCO-4 (INVERT) I I I 1 I I I � I I r 2 ; A as SFWGR.SFRVITF CONNFrTION 1 nrATInNS PARCEL DESCRIPTION 57ATION OFFSET LIENCM KEY 57% LOCATION TANAIMAYALLFVLOT I + 10'RT ' LOWELL, 5'9'•SofNlf TANAINA VALLEY LOrZZ LOWELL 731+71.417 P! -F . 'L ' LOWELL_% 5ofN R "INA HILLS LOT I TANAINA 7Y1-,-31 (PIPE ' -5' TANAINA I/e' S ofN E rJ BaDr 3D24 P&553 RASPBERRY I yft+1K fiO 45'KT b RASP. 136.37'E o1W R TANAINAVALIFYLATZI I AISTALLED BY OTHERS N N RECORD DRAWING 1. DATA PROVIDED BY: This will serve to certify that these Record Drawings are a true and accurate representation of the project es constructed. CONT TOR: _6"t'%jolCr.bLr1�y BY: - - TITLE: - i - ' DATE: �. r(� 2. DATA TRANSR p BY: COMPANY: L ,_'_+ K �` DATE: �0 3. Based on periodic field observations by the Engineer (or an Individual under his/her direct supervision), the Contractor -provided data appears to represent tat project as constructed. I DATA TRCOMPANY:�.�py CH�EC-KED 11Y:-_ COMPANY: L:b' (2 -- BY: TMJL. Iv*'a- DATE: 19-03 ld o No. 2882 a 2976 ftAe,a $ A)aLT N C CA,rinsCtee 00 rmecrat CONSTRUCTION RECORD FCC BOLDING ON FCC PROPERTY torooaAwn WEST OF SERENTY CIRCLE. SEE rRafll MOA BENCRMIRK IETWORK BOOK SAYTARY IISOr PAGE D-29 121.52 smm 9EaF]e fuse or net °AnA1 (U.S.C.eG.S.) M.S.L.. 1972 ADJUSTMENT aAtta GRAPHIC t` • SCALE : ,��'• 'tg�•• DATA ° �'rg5`� REV DATE DESCRPKION BY REV DATE DESCRIPTION BY ; �. rTtDNOK BP BL 1 5/24/00 ISSUED FOR BD BDL - _ _ -- - - - ,.__:_4�.._._.. i tumI BP BL 6 -PL fid- ��� �'� •.__ e °[Far BJ BIL 3 1223-p SERYIceCLNAE'`T/O/:/NGD 9•r•«+nq �0 16'• '�''-T••. Y� alarnro BJ SL • r•, a -sew ale° aero aw.vrt ry ,smaauar .oe.aeaAVA sues • ........ twa r.i, mn se -3 ••Ia, E" � YIA01t/irAt[ OFFICE OF THE MUMCIPAL ENGINEER DPW 97-14 SANITARY SEWER SCHEDULE F RASPBERRY ROAD Kincaid Park Entrance to Kincaid Elementary School PLAN/PROFILE: LOWELL COURT, TANAINA DRIVE CALE NOR. r- 50' DATE MAY 2000 1GRD i°vi zai iai'' SHEET $$2 m VER. r- 5' STATUSt FINAL ,'54 ..... = ..... ... ; . L-- -.._ :. SEWER STRUCTURE DATA _. SEWER STRUCTURE DATA _. l45 $j STRUCTURE TOP ELEV. INVERT ELEV. 145 140: STRUCTURE TOP ELEV. INVERT ELEV. /q0 1 West 110.14 West 106.59 _... - ...._ ._:. SSMH-1 132.4 East 110.12 _... ... ... -- : - - .-.. SSMH 3 120.5 East 106.57 ... .. -_.._ ... -. _. _ . �' = South x-99#7 South 109.50 l40 m! 140 135 :135 North 115 5 North 112.00 �! SSMH-2 130.8 South ! I SSCO-4 123.0 South - ------ Cr. - 135 �i F1nl hed Grad Over PI 135 /30; > ! !30 Wi I XI. �nq Over PID4 CO E)tWl Grade r Pipe _.... �- - .orad shed d oe KF _.. _ _ _ _ ... .. _ 130 / l30 125 125 ; PRO DOSED 12' _ - STORM DRAIN ----- SIA. 74 .+M3:9V /25 �` 12.5 120` Saco y o i20 EXISTING WATER MAr f ._. _._ _ _.. _ _ ..._ _ .- _ i PROPOS 12'i - - . - - -------- t / T STORM D AN N 120 120 /15 i 115 PROPOSE 18": d. - - . ._...F __... _ • STORM D NN 115 1/5 I10 ll0 79. e-) STA 7 1 33-94 ST 731• .. SSCO- (INVERT) , SS H-2: 13lT75fo //0 /10 105 !OS S.. _S SNG A. 730.4 MH -1: .56. -: ...... Iz77S(y'�'. 8" _�F - C 50 DIP : _ . . .. SIA. 7 0.51 4 23 82.71 8" CLS 5-0.0 LF DIP 10 RE�OK RAW w MHD 3 ROP C NNECT W DROP C NNECT S- .0133 d 730.00 731.00 732.00 733.00 740.00 74/•00 742.00 743.00 ld o No. 2882 a 2976 ftAe,a $ A)aLT N C CA,rinsCtee 00 rmecrat CONSTRUCTION RECORD FCC BOLDING ON FCC PROPERTY torooaAwn WEST OF SERENTY CIRCLE. SEE rRafll MOA BENCRMIRK IETWORK BOOK SAYTARY IISOr PAGE D-29 121.52 smm 9EaF]e fuse or net °AnA1 (U.S.C.eG.S.) M.S.L.. 1972 ADJUSTMENT aAtta GRAPHIC t` • SCALE : ,��'• 'tg�•• DATA ° �'rg5`� REV DATE DESCRPKION BY REV DATE DESCRIPTION BY ; �. rTtDNOK BP BL 1 5/24/00 ISSUED FOR BD BDL - _ _ -- - - - ,.__:_4�.._._.. i tumI BP BL 6 -PL fid- ��� �'� •.__ e °[Far BJ BIL 3 1223-p SERYIceCLNAE'`T/O/:/NGD 9•r•«+nq �0 16'• '�''-T••. Y� alarnro BJ SL • r•, a -sew ale° aero aw.vrt ry ,smaauar .oe.aeaAVA sues • ........ twa r.i, mn se -3 ••Ia, E" � YIA01t/irAt[ OFFICE OF THE MUMCIPAL ENGINEER DPW 97-14 SANITARY SEWER SCHEDULE F RASPBERRY ROAD Kincaid Park Entrance to Kincaid Elementary School PLAN/PROFILE: LOWELL COURT, TANAINA DRIVE CALE NOR. r- 50' DATE MAY 2000 1GRD i°vi zai iai'' SHEET $$2 m VER. r- 5' STATUSt FINAL ,'54 Lo 9--1 7* ANCHORAGE INTERNATIONAL AIRPORT 29 t 15 x/� 31 +33± STA 25+15.23:t' STA 29 0 1 .25 STA 3t+35-.2-3- - STA 34+35:L--4-± INSTALL MH -4 INSTALL MH -5 h/1 INSTALL MH -6 INSTALL PUMP STATION 37t6 ��,\I INSTALL COMH-1 EXISTING FENCE 30' X 50' GRAVEL PAD N LOCATION PROPOSED FENCE I 30' TEMPORARY CONSTRUCT PER MASS I CONSTRUCTION EASEMENT DETAIL #114 1) 1 25' CLEARING LIMIT - - 4 c n I 15'CLEARING LIMIT i_ W W— E W 8957'304 E ' S S 5 S ` 89 7 30 E w S S 87'50'20" N 9'57' 0 E E c m rn S .. .: ::.-�. Y1L- .::.:.:`-.....:::.:. �..... .�-^. —: :.:tt1'::.:...::.... . -. - -- �M - ��.,18�..CMA.;CUE•V€AT--^", ... ..- .. ..c.. - ... r .... - - - - — �.. J .............. . ..: _. _ _. _.. _. _ PERP : F2 AI :::: :::... •:..:...::...... _.....__... /F. -Sid-.... - -. ::::.:::.:..:. �{." }FW. -DRLV-WAY.:-::.. 2fl... — ........ _.., . .. •:. .. .. ......:::::::..:: _ y CONG .. � �_D�TC .ate' N -- -- R W.____-ta8- r r r r 1 WELL --__c F the Fm z 1 30' R/W 1 AIA BOUNDARY 1 ; ANCHORAGE II I IN ERN IN ,-'----- - - GRAPHIC SCALE IY _` ___ _ - - R Z Y AIRPORT z Q I (DT p� t i t TRANSFORMER #CEA 4290 10 PD92- I 00 ®�1 o� AIA BOUNDARY n +I }} 135 --- -- -- - -- f - - - -- - - - -F - - -- - - --- 1 - -- - -- - I - .135 -- r _ 130 —.- - - r _ - --- - - _ �----- - . - — , - - ---t- - r - - - ------L- - ----a �----� -�--T - ---- - - - - - y — - - 130 _ f-- --- - - T--- - - - 1 - ----- — - -- - -- ----- �----?------�----- - -- - - -- -- -- - - - - E 125 - - - - - - +-_----- t- - _ —_ 125 .�.- � t. --+ $ _.--.y—.— _ -_ --- _ 120 — _ 115 RZE�K—M-Z 110 105 ___ 105 - - -- --.—�- .-...- -- . Com- - -- - ---- -- _ - 1100 -T-- _ ------- - 100 -- - -8=9 I 9 -* ^ -----1--- �... ---i- _-_- .b .7", - -- I------103.99- F- 8 DIP £L-50 - -t- - _ z^-2�iF 8 —01R- L 50 T- - _ _ -' ----' ---3�f-99� - 8"rDIP-- L- AL S2 - - -,{1,, -- � - 29+00 -- --- - 0= -- --28 --- 2Z�00— -- ---� (fOQ--_.}--��t ••■■■■■ ,4y RASPBERRY ROAD FIELD BOOKS 0E9C1 REV DA DESCRIPTION- BY TBM N0. OCATI N ELEV. TDM N0. LOCATION 1 7/17192 RE`ASED ALIGNMENT PER AWWU DESIGN REVIEW DSF 2 /14/92 FORCE MAIN DAMES & MOORE E V. DATA r.r DIN DATA cm 'gyp' BASE VYS 70F VYS�j� SANITARY SEWER EXTENSION SiAMNO DESIGN -STA 34 35.23 TO END OF PROJECT DSF 3 8/31792 FORCE MAIN REVISED PER AWWU DESIGN REVIEW DSF Ta N/A DFc Vys 49th PRIXRE 2/14/92 AS- BUILT DSA I/2 3 AS -BUILT BLS sm wn WAR9INS � Wtl1A0. L FM PLAN PROFILE 2 _ Dsa sr9RN9NFA vys cA9E vys N9.cc-4473 �: STA 24+00 TO STA 38+00 CSNNLAOTCR SAM VYs 8no 8890 'B' SIR6E1•, 3[S los DDT PERMIT cA3 Vy PROININARY ANCAORAG2, AIASIG 99518 �� AWWU W.O. ��II 810001-92-084 j9312-2515-0098 FILE NAME O8IPLPRtDWG RCPEC 0R 'l8r. RD. (907) see-ssee hOh■wso� 1":5D' HOR ATE 06/27/92 GRID 2Dz3/2723 4 CONSTRUCTION RECORD REVISIONS VERTICAL DATU`1 VERTICAL DATUM PLAN CHECK ENGINEERS �''Et"=5' VERT SHEET of 13 SEAL ,IDS N0. 03303-081-160 Lo 9--1 7*