'!' CORDOVA BRANDON GREEN

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1 STERLNG HWY FOREST SERVCE- REGON TEN CHUGACH NATONAL FOREST CORDOVA RANGER DSTRCT PLANS FOR PROPOSED CONSTRUCTON SAND ROAD TRAL PARKNG AREA LEGAL DESCRPTON T. 16 S., R. 2 W., COPPER RVER MERDAN SHEET NDEX TTLE SHEET / V CNTY MAP 2 ESTMATE OF QUANTTES GENERAL NOTES 3 EXSTNG STE SURVEY 4 PROPOSED STE PLAN 5 PROPOSED CENTERLNE PROFLE 6 LAYOUT TABLES CONSTRUCTON DETALS POA , Scott River, US Forest Service Lat N., Long W. Sheet 1 of 7, March 16, 215 PROJECT STE ALASKA NDEX MAP NOT TO SCALE '!' CORDOVA BRANDON GREEN REVEWlNG ENGNEER MKE LARMAN FOREST ENGNEER GRFF BERG RECOMMENDED BY DSTRCT RANGER FOREST SUPERVSOR APPROVAL VCNTY MAP DRECTOR OF RLM SCALE N M LES DRECTOR OF ENGNEERNG SAM CARLSON

2 TEM NO. DESCRPTON 1511 MOBLZATON 1521 CONSTRUCTON SURVEY AND STAKNG, METHOD 1, TOLERANCE B 1541 CONTRACTOR TESTNG 2425 BOULDER PLACEMENT 271 EARTHWORK GEOTEl<nLE "TYPE COMBGRD PT RUN MAXMUM SZE 6", COMPACTON METHOD B AGGREGATE SUB-BASE. ALASKA STATE DOT, COMPACTON METHOD B AGGREGATE BASE. ALASKA STATE DOT, COMPACTON METHOD B 4451 AKDOT 1/2-NCH DENSE GRADED HMAC, "TYPE, ASPHALT CEMENT PG PAVEMENT MARKNGS "TYPE B PAY UNT LUMP SUM LUMP SUM LUMP SUM EACH SQUARE YARD EST. QY. ALL ALL ALL CUBC YARD 547 ESTMATE OF QUANTTES REMARKS DENOTES CONTRACTQUANT11Y POA , Scott River, US Forest Service Lat N., Long W. Sheet 2 of 7, March 16, 215 TEMPORARY TRAFFC CONTROL, FRE PROTECTON, EROSON CONTROL PLAN, AND EQUPMENT WASHNG NDRECT TO PAY TEM. PRECSON CLASS B. NCLUDES GRADE FNSHNG STAKES. NCLUDES TESTNG FOR ALL MATERALS. CUBC YARD 78 SUB-BASE GRADNG A COMBGRD 3/3 Q1 151 GRK 3 OR APPROVED EQUAL. PLACE BETWEEN PT RUN AND EXSTNG GROUND, QUANTY DOES NOT NCLUDE OVERLAP. CUBC YARD 55 BASE GRADNG D-1. NCLUDES SHOULDER AGGREGATE. TON FOOT. CLASS "C" MX DESGN REQUREMENTS. PLACE BASE AGGREGATE A MNMUM OF 8 MONTHS PROR TO FNAL GRADNG AND 32 ASPHALT PLACEMENT " WDTH WHTE STRPNG us Cl... _J GENERAL 1. PROR TO ANY EXCAVATON CONTRACTOR S RESPONSBLE FOR ALL UTLTY LOCATES, PUBLC AND PRVATE. DAMAGES RESULTNG FROM OPERATONS ARE RESPONSBLTY OF THE CONTRACTOR TO FX. 2. SUBMT A TRAFFC PLAN FOR APPROVAL BY THE CO PROR TO THE START OF OPERATONS. 3. CO APPROVAL S REQURED, PROR TO PLACEMENT OF GEOTEXTLE, AGGREGATE PLACEMENT, AND ASPHALT PLACEMENT. MNMUM 72 HOUR NOTCE. 4. REPAR ANY DAMAGE TO THE EXSTNG ROAD SYSTEM DUE TO CONTRACTOR'S OPERATONS, AT THE CONTRACTOR'S EXPENSE, PROR TO FNAL ACCEPTANCE. 5. PROVDE POSTVE DRANAGE OF WATER FROM THE NEW ROADWAY. 6. STORAGE OF EQUPMENT ON GOVERNMENT LANDS WLL BE AT THE CONTRACTOR'S RSK AND AT A LOCATON APPROVED BY THE CO. 7. DEPTHS OF MATERALS ARE GVEN AS FNAL COMPACTED DEPTHS. GENERAL EROSON AND SEDMENT CONTROL 1. SUBMT AN EROSON CONTROL PLAN, FOR APPROVAL BY THE CO PROR TO THE START OF OPERATONS. 2. NTATE STABLZATON MEASURES AS SOON AS PRACTCAL N PORTONS OF THE STE WHERE CONSTRUCTON ACTVTES HAVE TEMPORARLY OR PERMANENTLY CEASED, BUT N NO CASE MORE THAN 2 DAYS AFTER WORK HAS CEASED. 3. SHAPE TO DRAN ALL DSTURBED AREAS PROR TO MULCHNG. 5. NSPECT ALL SEDMENT AND EROSON CONTROL DEVCES DALY, OR MORE OFTEN WHEN NEEDED (SUCH AS DURNG RANFALL EVENTS). REPAR OR REPLACE DAMAGED OR NEFFECTVE DEVCES, OR ADD ADDTONAL DEVCES F NEEDED TO CONTAN SEDMENT AND PROTECT THE WATERS OF THE STATE.,. 6. REMOVE NON-BODEGRADABLE TEMPORARY SEDMENT CONTROL MATERALS WTHN 7 DAYS AFTER FNAL ACCEPTANCE. t:c/) W Zl ::J o_j LL o i=

3 APPROXMATE LOCATON OF THE.93 ACRE SAND TRAL STE EN 125A G, D9 AS SURVEYED APRL 22, 1997 AND RECORDED NOV. 9, 241N THE CORDOVA RECORDNG DSTRCT AS PLAT# APPROX. LOCATON OF THE 25 FT. SAND TRAL EASEMENT EN 141 G, D9 F EXTENDED TO PROPOSED REORENTED '--P,!OPOSF'O GENERAL LAYOUT OF A REORENTED 1 ACRE STE TO REPLACE EXSTNG SAND TRAL STE EN 125A G, D9 COPPER RVER HWY RGHT-OF WAY (APPROX.) 1 FEET EACH SDE OF THE CENTERLNE PER OMN OF 6"X6' WOOD POST WTH UTLTY CABLE BOX, 36" ABOVE GROUND COPPER RVER HGHWAY ±MP 9. 'CRD253 LEGEND EXSTNG EDGE OF ASPHALT (COPPER RiVER HiGHWAY) TRAL CENTERLNE GUARDRAL CONCRETE PAVERS ALONG THE SCOTT RVER BRDGE ABUTMENT COORDNATES ASSUMED AT CONTROL PONT CRD 253 BASS OF BEARNG CONTROL PONT CRD 253 TO CONTROL PONT CRD 254 S 72' 29' 22' E ft. WTH 26' EAST DECLNATON SCO!.HVE:R WATERLE_{q5) $ CONTROL PONT 3 3 SCALE N FEET CONTOUR NTERVAL 2' POA , Scott River, US Forest Lat N., Long W. Sheet 3 of 7, March 16, 215

4 PROPOSED TRAL ACCESS RAMP? (9 52 t o (f) COPPER RVER HGHWAY ±M P 'CRD253 LEGEND PR_9EQD... D.QE_QF SfliL T...!3Q.9.s!?... T.Q!i..!?.f...,.... PROPOSED STRPNG GUARDRAL CONCRETE PAVERS ALONG THE SCOTT RVER BRDGE ABUTMENT :3 r Ui (f) EXSTNG EDGE OF ASPHALT (C6PPERR1VER HiGHWAY) 1) SEE SHEET 3 FOR CONTROL PONT NFORMATON. 2) SEE SHEET 6 FOR LAYOUT PONT NFORMATON. SCALE N FEET CONTOUR NTERVAL 2' TRAL CENTERLNE SCO!!_RVER V!_ATERL1t:J. J.!35) CONTROL PONT x DESGN PONT X POA , Scott River, US Forest Service Lat N., Long W. Sheet 4 of 7, March 16, 215

5 m r 5 + GRADE BREAK STA = + VELEV= 42.9 ' GRADE BREAK STA = 1 +5 relev= % % GRADE BREAK STA = 1 +6 ELEV- 3['8 ' ) DUE TO THE RELATVE GRADES. AND CHARACTER OF THE FACLTY, VERTCAL CURVES ARE UNNECESSARY AND HAVE BEEN OMTED. THE CO MAY REQURE VERTCAL CURVATURE BE CONSTRUCTED N THE FELD. PROPOSED CENTERLNE PROFLE STATON LEGEND GRADE BREAK STA = 3+1 (ELEV= 37.8 L - PROPOSED CENTERLNE ELEVATON EXSTNG CENTERLNE ELEVATON -- SCALE N FEET (VERTCAL EXAGGERATON 4) - POA , Scott River, US Forest Service 83E) Lat N., Long W. Sheet 5 of 7, March 16, GRADE BREAK STA = 5+1 """"" ELEV = 39.5 % _GRADE BREAK STA= 3+8 lv= 39.5 """" GRADE BREAK STA = 5+8 ELEV = 38. f : 7 L5 C) S2 u:::.. ::::; u.. O.. til ill

6 DESGN DESGN CURVE LAYOUT TABLE NORTHNG EASTNG ELEVATON NORTHNG EASTNG ELEVATON PONT PONT PC PT CENTRAL MATCH EXSTNG LENGTH RADUS (DESGN PONl) (DESGN PONl) ANGLE, MATCH EXSTNG ( ; m POA , Scott River, us Forest Service Lat N.' Long Sheet 6 of 7. March CL LNE LAYOUT TABLE CL CL FNSHED SURFACE CL cl FNSHED SURFACE NORTHNG EASTNG NOnES NORTHNG EASTNG NOnES STAllON ELEVAllON TOP WDTH STAllON ELEVATON TOP WDTH MATCH EX 14 MATCH EXSTNG ROADWAY CROSS SLOPE % OUT SLOPE (.) TRANSTON TO % CROSS SLOPE ( % CROSS SLOPE "' % CROSS SLOPE % CROSS SLOPE % CROSS SLOPE % CROSS SLOPE % CROSS SLOPE % CROSS SLOPE % CROSS SLOPE % CROSS SLOPE % OUT SLOPE TRANSTON TO -3% OUT SLOPE % OUT SLOPE TRANSTON TO -3% OUT SLOPE % OUT SLOPE TRANSTON TO 3% OUT SLOPE % OUT SLOPE ::::J TRANSTON TO - 3% OUT SLOPE % OUT SLOPE % OUT SLOPE % OUT SLOPE > % UTSLOPE % OUT SLOPE : % OUT SLOPE % OUT SLOPE % OUT SLOPE % OUT SLOPE % OUT SLOPE % OUT SLOPE % OUT SLOPE % OUT SLOPE '2 "' % OUT SLOPE % OUT SLOPE J: % OUT SLOPE % OUT SLOPE % OUT SLOPE <f) % OUT SLOPE J: <f) % OUT SLOPE N/A tii - 3% OUT SLOPE J: <f) FNSHED ASPHALT SURFACE -3% OUT SLOPE tii,.._ CD lid "'

7 BOULDER PLACEMENT DETALS NOT TO SCALE 1) BOULDER LOCATONS TO BE STAKED BY CO. 2) SET BOULDER Y, TO Y, BELOW GROUND LNE, WEATHER SDE UP. STRUCTURE 3" DEPTH HMAC, 9" DEPTH AGGREGATE BASE 1' DEPTH AGGREGATE SUB-BASE 1' SHOULDER AGGREGATE -,-+' '* 1' SHOULDER AGGREGATE POA , Scott River, US Forest Service Lat N., Long W. Sheet 7 of 7, March 16, 215 L1i : <.9 :;;::: : it. : : EXSTNG GROUND, VARES 1' SHOULDER AGGREGATE COMBGRD AT PT RUN AND EXSTNG GROUND CONTACT B- B' TYPCAL ENTRY ROAD NOT TO SCALE STRUCTURE 3" DEPTH HMAC. 9" DEPTH AGGREGATE BASE 1' DEPTH AGGREGATE SUB-BASE 1' SHOULDER AGGREGATE. i= u ::l : u EXSTNG GROUND, VARES COMBGRD AT PT RUN AND EXSTNG GROUND CONTACT!L.=..!L TYPCAL PARKNG LOT SECTON NOT TO SC ALE 1) *WDTHS AND CROSS SLOPES VARY, SEE PROPOSED STE PLAN AND LAYOUT TABLES.

2, ELEMENTS IN THE ABOVE TYPICAL SECTION MAY BE DELETED WHERE THEY ARE NOT REQUIRED AND

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