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968d_sppRIVERSIDE COUNTY TRANSPORTATION DEPARTMENT RIVERSIDE COUNTY HIGHWAY GENERAL NOTES: 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951) 955-6790 FOR PERMIT CASES (CUP, PUP, PP OR VOLUNTARY MS CASES.), 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO, 1220, 1221 AND 1222. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. IF CONSTRUCTION CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING CENTERLINE OF RIGHT-OF-WAY. PRIOR TO ROAD CONSTRUCTION, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, TIE POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH THE COUNTY SURVEYOR PURSUANT TO SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE. SURVEY POINTS DESTROYED DURING CONSTRUCTION SHALL BE RESET, AND A SECOND CORNER RECORD FILED FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED WITH APPROVED STREET PLAN FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION (FOR MAP CASES) PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS FOR PARCEL AND TRACT MAPS SHALL BE TAKEN AND MAY BE TAKEN FOR PERMIT CASES BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. 12. STREETLIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 14. A. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NOI WITH A VALID WDID NUMBER. Z a ❑ a ❑ Z Q W r Z O U LLI J m a U J (L a a _ 3 W U Z a J a O U O I- rn a ❑ rn LU W > U O x U IL a (L X a a 15. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 16. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND /OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. 17. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO APPLY TO RIVERSIDE COUNTY FLOOD CONTROL (RCFC) FOR PERMITS WHEN ANY STORM DRAIN PIPE NEEDS TO BE CONNECTED WITH A RCFC FACILITY AND ADD PERMIT # ON THE PLAN. 18. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY AND OR CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THEIR RIGHT-OF-WAY. 19. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT-OF-WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. LEGEND TC - TOP OF CURB FL - FLOW LINE FS - FINISH SURFACE PL - PROPERTY LINE RAN- RIGHT OF WAY LS - LANDSCAPE AREA S/W- SIDEWALK MH - MANHOLE WV - WATER VALVE TP - TOP OF PAVEMENT SD - STORM DRAIN AC- ASPHALT CONCRETE CB - CATCH BASIN DIRECTION OF FLOW (XXXX.X) - EXIST ELEV XXXX.X - DESIGN ELEV PARCEL 11, PM 6708-1 PMB 36167-62 O 0 � INDEX MAP PARCEL 16, PM 6708-1 PMB 36157-62 I L— — — — SCALE 1"= 100' 100 0 100 200 300 PARCEL 12, PM 6708-1 PMB 36/57-62 PARCEL 15, PM 6708-1 PMB 36/57-62 MAINTENANCE AGREEMENT AGREEMENT FOR TRAFFIC SIGNAL AND SAFETY LIGHTING MAINTENANCE BETWEEN THE COUNTY OF RIVERSIDE AND PECHANGA BAND OF LUISENO INDIANS FOR THE TRAFFIC SIGNAL ON PALA ROAD BETWEEN LIRA ROAD AND RAINBOW OAKS ROAD. SIGNED AGREEMENT DATED: DECEMBER 17, 2019 AFO 61 Y LIRA RD PROJECT LOCATION Q)5 ❑ a O a J a VICINITY MAP T8S R2W SEC 28 ESTIMATED CONSTRUCTION NOTES: QUANTITY O1 CONSTRUCT AC PAVEMENT (5" AC PAVEMENT OVER 6.5" CL2AB) PER SOILS REPORT (R-VALUE _______ 16,870 SF TESTING AT TIME OF CONSTRUCTION TO DETERMINE ACTUAL STRUCTURAL SECTION) O2 CONSTRUCT 8" PCC CURB & GUTTER TYPE -A-8- PER RIV CO STD NO. 201 ------------------------------- 180 LF O3 CONSTRUCT 8" AC DIKE PER RIV CO STD NO. 212.............................................................. 1,328 SF ® GRIND & OVERLAY EXIST AC PAVEMENT, 0.1' MIN............................................................. 6,330 SF O CONSTRUCT PCC CROSS GUTTER PER RIV CO STD NO. 209.... _...... ------- ________________-.---- 1,150 SF © CONSTRUCT CURB RAMP CASE A PER RIV CO STD NO. 403.................................................. 2 EA O SAWCUT AND REMOVE EXIST AC PAVEMENT................................................................... 3,165 SF GEOTECHNICAL ENGINEER: SOILS SOUTHWEST, INC 897 VIA LATA, STE N COLTON, CA 92324 909-370-0474 PROJ. NO. 18054-F DATED DEC 28, 2018 BASIS OF BEARING SOUTH LINE OF SEC 28, T.8S., R.2W., S.B.M. BETWEEN COR 2, LOT 9 AND COR 1, LOT 8 OF BLM SURVEY CERTIFIED 12/18/97, BEARING BEING N89A40'56"W PER IRS 113/95-98 SHEETINDEX APPLICANT: PECHANGA BAND OF LUISENO INDIANS RIVERSIDE-SAN BERNARDINO COUNTY INDIAN HEALTH, INC. CONTACT - BILL GUERTH 11980 MT VERNON AVE GRAND TERRACE, CA 92313 PHONE: 909-864-1097 X4710 EMAIL: bguerth@rsbcihi.org ENGINEER: DOUGLAS L. GOODMAN GOODMAN & ASSOCIATES 2079 SKY VIEW DRIVE COLTON, CA 92324 909-824-2775 SHEET 1 - TITLE SHEET SHEET 2 - TYPICAL SECTIONS SHEET 3 - PLAN AND PROFILE SHEET 4 - CURB RETURN DETAILS SHEET 5 - CROSS SECTIONS w w o m z m z o O 0 a Q H J co � w w O U w J m Q U J a w w z z w U = CD z w Lu (L Lu O U 0 Z Z) U) 0 U p Uj w w > U 0 U D_ w Q a 16" REC. WATER MAIN SEWER -PRESSURE MAIN � POWER DUCT* Nw' COMMUNICAI)ON DUCT* LLLL ILL 16" WATER MAIN TPW* DIGALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL Tw NOT COMMENCE UNTIL AN ENCROACHMENT DIAL TOLL FREE PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 1-800-227-2600 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR a AT LEAST TWO DAYS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY BEFORE YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNDERGROUND SERVICE ALERT OF SOUTHERN CAIHORNIA SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY PROFILE SCALE: HOR:1"=40' VER: 1 "=4' 25 SCALE 1"= 40' 40 0 40 80 120 N IL Is (D QEIOFESSIONg4 No. 28500 *� �CIV�IL 9T OF CA���Q� F 2079 SKY VIEW DRIVE �a �. COLTON. CAL I FORN I A 92324 (909) 824_2775 ASSOCIATES BENCHMARK: NGSPIDDX5654-DISK STAMPED "T8SR2WS28LOT9COR4 COR 81992" FROM INT. OF 115 AND HWY 79 E. 0.7 MI TO PALA RD. S. ALONG PALA RD 2.9 MI TO THE MARKER ON THE E SIDE OF PALA RD. IN A STONE MOUND 0.5' ABOVE NATURAL GROUND WITH A NEASTERLY OF PAINTED CENTETALDIARLINE ORES.F PALA RD, 53' NW OFF SIDE OF 5' WIDE WIRE AND RUBBER DYKE ON THE WESTERLY SIDE OF WASH. ELEVATION-1154.45'(NAVD88) MS4360 IP190025 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN PLAN AND PROFILE PALA ROAD l 2O DOUG GOODMAN R.C.E. 28500 DATE MY LIC SE EXPIRES 3-31-20 FOR: W.O. COUNTY FILE No. ` ' 2K BY DATE REVISIONS APPR. DATE SCALE: H V ENGINEER CITY 3 OF 5 SHTS. J 9.29' - 59.97 59.80 1.80% Q �� 60.80 9.39' TC .1.80% 60.97 BOW - 0 �s I _ 95 �o 59.25 V OW vo F837 59.19 �S° 72O 4 b 60.90 60.99 B W �p°�° 59.19 ° 0 c•i 14 ED A FS ,0 BOW Fin 61.01 59.13 SS° FS 30" x 48" CLEAR GROUND olu FS ° BOW Y Q0�FS Ko 0) 59.23 SPACE FOR PARALLEL 1� FS 58.93 A' ��0°� TC APPROACH 60.69 FS SCALE 1 "= 10' p. 30" x 48" CLEAR GROUND o o O 58.40 FS TRUN ATED DOMES SPACE FOR PARALLEL TC 'o rn srA O (9 `�° 00 0 58.47 APPROACH FL TRUNCATE DOMES 60.92 �'0 1 0 0 1 0 20 30 gL 60.00 0°000° �d° FS 61.03 b>of 0°I 58.41 FL ° !�. BOW cliu 5 FL 60.02 - 58.79 FL o 2 0 rno _ _ 60.71 0 ooi 58.23 TC v 4.0 30" x 48" LEAR GROUND 4.0' SPACE R PARALLEL 60.86 APPRO H 30" x 48" CLEAR GROUND TC SPACE FOR PARALLEL APPROACH 5, PALA ROAD 30" x CLEAR GROUND SPAC OR PARALLEL 30" x 48" CLEA ROUND 60.96 APPR CH TC 4' SPACE FOR P LLEL APPROACH 61.82 4.5' 63.60 IR T T °p 09 63.38 of � 61.56 Q 9I d �s 61.62 FL 'i o 000 z N 61.14 ° 4% `'' , TRUNCATED DOMES 62.66I o; ° ° S° FL v 0 2 6' 61.85 v °UJI 30" x 48" CLEAR GROUND 0 0 0 a° 63.78 Q �S0 FS �1° O' �!� 62.38 SPACE FOR PARALLEL TRUNCATED DOMES oo° BOLA/ 0 62. 9 oos� APPROACH p� 63.65 S s 30" x 48" CLEAR GROUND 63.32 , ^�° FS 62 12 7S0 62.12 pp°lo, SPACE FOR PARALLEL TC OW FS / APPROACH �0 63.63 LO 63.62 foko FS W 0 BO 62.38 4.0' v FS p� 6 .69 m z BOW A FS 10, 63.60 YSOO BOW hp FS O" ° 63.68 z 0 s?�O °j ,O BOW o O, z 9.81' 63.00 z 1.50% 63.41 g 78' TC 1.80% �D 63.59 N U) (1, BOW W z O U Lu -i m U I J w o_ w a z a (D z w 1:U C0 z Ff J ofa LU O NOTE: BENCHMARK: MS4360 IP190025 SHEET No. DIGALERT 2078 SKY VIEW DRIVE NGS PID DX5654 - DISK STAMPED "T8S R2W S28 LOT 9 COR 4 z F- H „ WORK CONTAINED WITHIN THESE PLANS SHALL N4( C a3=a3M Co�TON. CALIFORNIA 8232� CDR 8 1992" FROM INT. OF 115 AND HWY 79 E. 0.7 MI TO PALA COUNTY OF RIVERSIDE O TTn O1 NOT COMMENCE UNTIL AN ENCROACHMENT l m COOT) 82CAL I FO RD. S. ALONG PALA RD 2.9 MI TO THE MARKER ON THE E SIDE Q DIAL TOLL FREE PERMIT AND/OR A GRADING PERMIT HAS BEEN ASSOCIATES OF PALA RD. IN A STONE MOUND 0.5' ABOVE NATURAL GROUND STREET IMPROVEMENT PLAN U p � ISSUED. ^, WITH A METAL INDIAN RES. BNDRY SIGN 15' SE OF MON. 46' E. CURB RETURN DETAILS W w s OF PAINTED CENTERLINE OF PALA RD, 53' NW OF EASTERLY V 1-800-227-2600 THE RING PRIVATEENGINEERY SIGNINGTHESEPLANS ISRESPONSIBLETHE DESIGN FOR No. 28500 Lucu�j O ASSURING THE ACCURACY AND ACCEPTABILITY OFTHEDESIGN #SIDE OF 5'WIDE WIRE AND RUBBER DYKE ON THE WESTERLYPALA ROADm U AT LEAST TYPO DAYS HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY CIVIL � L SIDE OF WASH. OF 5 SHTS. n. qBEFORE YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER `�q�e 3-3'eR D TE ELEVATION-1154.46 (NAVDB8) LL OF CA���Q DOUGLAS . GOODMAN R.C.E. 28500 SCALE: FOR: W.O. COUNTY SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE MARK BY DATE APPR. DATE f Q a UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY ENGINEER REVISIONS CITY MY LIC SE EXPIRES 3-31-20 H: V: FILE No. PIA ULY W'LY RD R/W 1165 R/W 1165 ti. JJ UK F'K 1160 Mm30 3c tim „P �No N=Q�? // 1160 70% 1 155 z.7o%so o 1 155 1150 1150 —75 —50 —25 0 25 50 75 1 8+00 SCALE H:1"=30' V:1 "=15' PALA E'LY 1165 W'LY RD R/W 1165 R/W � ]YA) ¢ot- J 1160Ma'm o �; / 1160 N =NOS —1. 2%1155/L81155 1150 1150 —75 —50 —25 0 25 50 75 17+50 SCALE H:1"=30' V:1"=15' n PALA E'LY RD R/W 1160 W'LY OpJ�J U�~K 1160 R/W 1155 so% o.s(% 1155 1150 / 1150 1145 1145 —75 —50 —25 0 25 50 75 17+00 SCALE H:1"=30' V:1"=15' PAL RD E'LY R/W 1160 W'LY ~� �- �� 1160 R/W i� a m a i+) i= io NN Nm N—NN / 1 155 N o.os•. = ° 1155 0. 1150 1150 —� ram_ 1145 1145 —75 —50 —25 0 25 50 75 1 6 +5 0 SCALE H:1"=30' V:1 "=15' PAL RD E'LY W'LY a//!1u; R/W R/W 1155 o1155 co,� / 1150 — _ � — � 1150 1145 1145 —75 —50 —25 0 25 50 75 1 6+00 SCALE H:1"=30' V:1 "=15' W'LY PALA E'LY RD R/W R/W oi�o¢ aJNP N N � 1 155 to..Qogs% 1155 %) / 1150 —�' —�/ 1150 1145 1145 —75 —50 —25 0 25 50 75 15+50 SCALE H:1"=30' V:1 "=15' U) W . U U ;a 1170 1165 1160 1155 1150 —75 1170 1165 1160 1155 1150 —75 W'LY R/W E'LY R/W PIA —50 —25 0 25 50 20+50 SCALE H:1"=30' V:1"=15' E'LY —50 —25 0 25 50 20+00 SCALE H:1"=30' V:1"=15' W'LY R/W 1170 1165 1160 1155 1150 —75 —50 1170 1165 1160 1155 1150 75 1170 1165 1160 1155 1150 75 ULY R/W PIA RD �F --- 1170 am 1165 79%471160% 1155 1150 —25 0 25 50 75 19+50 SCALE H:1"=30' V:1 "=15' E'LY R/W —50 —25 0 25 1 9+00 SCALE H:1"=30' V:1"=15' W'LY PAA 1170 R/W RD 1165 �N UJ K K Ld 3N all �Ol 1 160— _- 1155 —75 —50 —25 0 25 18+50 SCALE H:1"=30' V:1 "=15' 1170 1165 1160 1155 —75 1170 1165 1160 1155 75 E'LY R/W 1170 1165 s=` 1160 1155 50 75 1170 1165 1160 1155 1150 1145 —75 1175 1170 1165 1160 1155 1150 —75 W'LY R/W ra E'LY —50 —25 0 25 50 23+00 SCALE H:1"=30' V:1 "=15' W'LY R/W PAL Rn ULY R/W —50 —25 0 25 50 22+50 SCALE H:1"=30' V:1"=15' 1170 1165 1160 1155 1150 1145 75 1175 1170 1165 1160 1155 1150 75 1175 1170 1165 1160 1155 1150 —75 —50 —25 0 25 50 75 22+00 SCALE H:1"=30' V:1"=15' W'LY E'LY R/W (� R/W PALA 1175 RD 1175 1170 1170 3Q 3 C- 1165 3NM \ 1165 1160 1160 1155 1155 1150 1150 —75 —50 —25 0 25 50 75 21 +5 0 SCALE H:1"=30' V:1 "=15' E'LY WLYR/W R/W PAL 1175 R/W RD 1175 U H F r � 1170 FF UJ 0j' N --- 1170 mJ QN N— P �i 2.07 1165 �2 1165 1160 — — — — 1160 1155 1155 1150 1150 —75 —50 —25 0 25 50 75 21 +0 0 SCALE H:1"=30' V:1 "=15' 1175 1170 1165 1160 1155 1150 W'LY E'LY R/W ¢ R/W PALA RD W'LY R/W PIA RD E'LY R/W 1155 = ea%I 1155 1150 1150 — 1145 1145 / 1145 1140 1140 —75 —50 —25 0 25 50 75 25+50 SCALE H:1"=30' V:1"=15' 1155 1150 1145 1140 —75 W'LY PALA E'LY R/W RD R/W —50 —25 0 25 50 25+00 SCALE H:1"=30' V:1 "=15' W'LY PALA E'LY R/W RD R/W 1155 1150 1145 1140 75 1155 4n —1� 1155 1150 —l" r// � 1150 1145 1145 —75 —50 —25 0 25 50 75 24+50 SCALE H:1"=30' 1 "=15' W'LY (V�: PALA E'LY R/W RD R/W o F F J� F J 1160 rNaai =NN 1160 ea% 1155 _� —! �/ §GL 1155 1150 �� 1150 1145 1145 —75 —50 —25 0 25 50 75 24+00 SCALE H:1"=30' V:1"=15' W'LY R/W PIA FLY RD R/W R/W U 1165 m�3e m� am a��° 1165 N—N — ao�N N—Ni[I 1160 --� �aac— z.oa�u! 1160 _ 1155 _'��` 1155 1150 1150 1145 1145 —75 —50 —25 0 25 50 75 23+50 SCALE H:1"=30' V:1"=15'