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933v_sppm�l 10 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TR V T PLANS ""FACT NO. 30866 A PORTION OF NORTH WE1 /4 AND THE SE1 /4 OF SECTION 7, T.5.S., R.7E., S.B.M. COUNTRY CLUB z z STREET LIGHT 41 S2 AVENUE TREES (TYP) TR. 30866 - ^ GENERAL NOTES TRANS. I N _ —a � "°�-�. 3/� EXIST. EP 14 ` 4 14 14 1 1 R /W 14 1 -A. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /OWNER OR CONTRACTOR TO 41ST AVE. / 14 14 1 4 PROP. C 8C G 14 APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, SIDEWALK FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT OF WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE o ¢ RETENTION AREAS RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL MAINTAINED BY OWNER STREET LIGHT REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ? ¢ ALLIGATOR POND ROAD E` TYP. ADDITIONAL STUDIES AND /OR PERMITS MAY BE REQUIRED. y � EWARTON ROAD 607 -150 - 021 TRACT BNDRY EXIST. 8„ WATER 1 -B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER/ OWNER SHALL PROVIDE THE COUNTY ¢ SAVANNA LA MAR R VACANT 13 t4 , WITH A COPY OF NOI, WITH A VALID WDID NUMBER. � 1 42nd AVE. R -1 -12000 \ _.a 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED , , ;e WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST �t t♦ 14 ^= e INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO VICINITY MAP R/ W BEGINNING OF CONSTRUCTION NO SCALE 14 .. v� x - PHONE: (909) 955 -6885 THOMAS , G- O {TES ED y \\\ J// 1 14 PAGE AS OS C OOR EDITION v TRAINS -OUT 3 STANDARD S -OUT NPOERB N INSTALL STREET NAME SIGNS CONFORMING TO COUNTY 12 NJ TRACT BNDR, SEC770N 7, T.5.S., R.7£., SB.M. ?4 ' °=, � 607- 160 -007 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY RESIDENTIAL TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS R -1 -12000 LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 2 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY 11 ORDINANCE NO. 461 CONSTRUCTION NOTES 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, AND STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND Ot PLACE 3' AC OVER 12" BASE CLASS 2 17,203 SF. 10 CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207, O AS DIRECTED IN THE FIELD. CONSTRUCT 3" A.C. PVMT OVER 12 CL3 AGG BASE 26,000 S.F. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL 3 OR MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN O CONSTRUCT TYPE A -6 CURB PER COUNTY OF RIVERSIDE STD. No. 200 2,085 L.F. THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE 9 TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE ® PLACE 1' fXTR4 CLASS 2 RISE EXTENDING BEYOND E.P. 281 LF. o �� OF THE PROJECT BY THE COUNTY. O 5 CONSTRUCT SIDEWALK 4" THICK, PER COUNTY OF RIVERSIDE STD. No. 401 11,188 S F. G S�GP 9 DAYS EMUL SURFACING AND SHALL BE APPLIED © CONSTRUCT HANDICAP RAMP PER COUNTY OF RIVERSIDE COUNTY STD 403 CASE A' 2 EA " AT A RATE OF 0A5 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL REMOVE EXISTING PAVEMENT AND BASE t 1,973 SF. CONFORM TO SECTIONS 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. O � J R t� 4 10. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING Q RELOCATE INDICATED ITEM PER MYMA WATER DIST SIDS 2 EA. PLAN. O RELOCATE Ex1577NG POWERPOtE PER !ID SIDS. AT DEVELOPERS EXPENSE 1 EA 8 11. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE o 10 1 EA AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RELOCATE EXISTING SIGN ( AS DIRECTED BY THE COUNTY ENGINEER RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED PROTECT IN PLACE NIA TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 11 i 12. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED 12 (TfArt+ aff 0.10' l R wAw fTAna OVmr -7' TO mum EXISTUM maw PD? wa A ow nz RENT -2,047 SF. , WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE 7 6 13 PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING CONSTRUCT TYPE 0' CURB PER COUNTY OF RIVERSIDE STD. No. 204 99 LF. ` -' ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPING PLANS, ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS 14 INSTALL WASHINGTONlA ROBUSTA TREES PER RIVERSIDE COUNTY SIDS 48 EA F RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE, 1990. 13. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION • DEPARTMENT. 14. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE }' ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) = PERMIT. OWNERS /DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH SCALE: 1 = 80' THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE, LEEGEND: 0 40 80 160 240 320 15. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TEST SHALL BE TAKEN AFTER 100.0 PROPOSED ELEVATION INDEX MAP ROUGH GRADING TO DETERMINE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. (100.0) EXISTING ELEVATION 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. TC TOP OF CURB FL FLOW LINE RAW C - 16. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, C/L CENTERLINE 30' _ ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND /OR R/W RIGHT OF WAY 20' 14' TO 17 CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY TRANSPORTATION FS FINISH SURFACE s DEPARTMENT, FG FINISHED GRADE 10' HP HIGH POINT 6 A. C. PVMT. / 17. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499 (WASHINGTONIA EX EXISTING ROBUSTA, PYRUS CALLERYANA, AND TIPUANA TIPU). BC BEGIN CURVE VARIES 2Z-6Z EC END CURVE 18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND GB GRADE BREAK 2' SIDEWALK MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, C &G CURB AND GUTTER OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE P.P. POWERPOLE BASE COURSE EXISTING EP EDGE OF PAVEMENT DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE F.H. FIRE HYDRANT COMPACTED SUBGRADE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. WM WATER METER R EXISTING WATER /INE 41ST STREET TYPICAL SECWN EXISTING EDGE OF PAVEMENT NOT TO SCALE PRELIMINARY R VALUE 60+ T.1.= 60 AC PAVEMENT AC fFA7HER OVERLAY W R W R j 30' -35' 30' -35' j CONCRETE 18' -25' 18' -25' 2' MIN. COLD PLANE OVERLAY ?.� 10' -12' 10' -12' 1 0.10' MIN. THICKNESS 6' 6 2 OR AS DIRECTED UNDERGROUND SERVICE ALERT A.C. PVMT. SAWCUT AND REMOVE CALL TOLL FREE 2 %. 2X 2°6 2 � EX. EDGE PAVING 2 MIN. BENCHMARK: = ._ F EXISTING FORE y 1 .,_ ^'. 2 PAVEMENT NEW PAVEMENT � OG PD 2 -3 CENTERLINE OF GLASS & 42nd AVENUE 2 o 1-800— DEWALK SI o ELEVATION: 46.559' BASE COURSE COMPACTED SUBGRADE 227 - 2600 BASIS OF BEARINGS (S) DESCRIPTION A A tp�� �+ COpUN�TY� STD. tOyS �+ pr A� UTILITY TRENCH OF SHEETS: LACUNA SECA COURT T I rICAL s7EC77OIY 90 SHEET N0. THE BASIS OF BEARINGS IS THE WEST LINE OF THE SE 1/4 OF J OIN DETAIL A 1 TITLE SHEET SECTION 7 T.5.S., R.7.E., S.B.M. PER TRACT NO. 29158 MAP NOT TO SCALE 2 OFF -SITE PROPOSED PLAN AND PROFILE 2 WORKING DAYS BEFORE YOU DIG BOOK 291 /88 -91. "NOT COUNRY MAINTAINED RD." N.T.S. 3 ON -SITE PROPOSED PLAN AND PROFILE PRELIMINARY R VALUE 60+ T.I.= 5.5 NOTE UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - COUNTY COUNTY OF RIVERSIDE SEAL — ENGINEER OISNem1ARTe TRACT 30866 I.P. N0. 030131 SHEET NO WORK CONTAINED WITHIN THESE PLANS T INC. SHALL NOT COMME UNTIL R ALL UNDERGROUND UTILITIES OR STRUCTURES REPORT ACCEPTED TRANSPORTATION DEPARTMENT CONSTRUCTION CONTRACTOR AGREES THAT IN THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS ACCORDANCE NTH GENERALLY ACCEPT WATSON � �� INDICATED WI �QFE3ST RQFESS, t! COUNTY OF RIVERSIDE ENCROACHMENT PERMIT ANDjO A EXAMINED ARE INDICATED THEIR APPROXIMATE LOCATION CONSTRUCTION PRACTICES, CONSTRUCTION Q O,y � P �7 E p I Pd E E R I P1 � GRADING PERMIT HAS BEEN ISSUED AND EXTENT, THE OWNER, BY ACCEPTING THESE PLANS OR CONTRACTOR VALL BE REWIRED TO ASSUME F,� ' P VED BY 79-440 CORPORATE CENTER DRIVE , STE 107 EES SOLE AND COMPLETE RESPGNSIBIUTY FOR JOB � A O v- �� w ' q F LA GUHNTA, CA. 92253 THE � PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGR SITE SAFM OF ALL PERSONS AND PROPERTY, .�. �O T y T{E PRIVATE ENGINEER SIGNING THESE TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS THAT THIS REQUIREMENT SHALL BE MADE TO y v y t! / (/ _y p J' ,' PH: (760) 771 -6237 FAX: (760) 771 -6235 SEE ABOVE SCHEDULE B PLANS IS RESPONSIBLE FOR ASSURING FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND APPLY CONTINUOUSLY AND N 1C1 /� OT BE LIMITED TO Q 2 ' z 7 0 I O Z TITLE SHEET THE ACWRACY AND ACCEPTABILITY OF UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NORMAL WORKING HOURS, AND CONSTRUCTION w T y m w J Z m THE DESIGN HEREON. IN THE EVENT OF NOT INDICATED i7R SHOWN ON THE RECORDS IXAMINED. THE CONTRACTOR FURTHER AGREES TO DEFEND, Y No. 33950 Z A. R.C.E. NO. 33950 DATE rt No. 26662 DISCREPANCIES ARISING AFTER COUNTY CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY INDEMNIFY AND HOLD DESIGN PROFES50NAL APPROVAL OR DURING CONSTRUCTION THE HARMLESS FROM ANY AND ALL UABAJTY, REAL * EXP. 6 -30 -06 PRIVATE ENGINEER SHALL BE RESPONSIBLE MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN OR ALLEGED, IN CONNECTION PATH THE A PORTION OF NORTH WE1 /4 AND THE SEII/4 OF FOR THE DETERMINING AN ACCEPTABLE AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. PERFORMANCE OF WORK ON THE PROJECT , S'T Cl 1A L. P / • q y l V' SOLUTION AND REMSING THE PLANS FOR IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY EXCEPTING LIABILITY ARISING FROM THE saLE q �1 c3 rr G s PREP BY: LL W. WATSON RC.E N0. 28882 SECTION 7, T.5.S., R.7E., S.B.M. 1 OF 3 S MARK BY DA APPR DATE n MMFwn w1 y TF APPROVAL BY THE ca1NTr. THE owrt of THE UTILITIES OR STRUCTURES CO NCERNED NEGLIGENCE of DESIGN PROFESSIONAL REVISIONS caLTF ac cAUF xATE orrrwr eTeonur_ wnov Ti.TT!_TATprp f'(1TTWTV RF.('.OMMF.NDF:T) TIATF! "'L %'LO[ L(/. �(/ - name. .7�i� A AS SHOWN WORLD DEVELOPMENT 11.0. �Zd-1 �? HORIZ: 1' = 40' VERT: 1' = 4' LEGEND: 100.0 PROPOSED ELEVATION (100.0) EXISTING ELEVATION TC TOP OF CURB FL FLOW LINE C/L CENTERLINE R/W RIGHT OF WAY FS FINISH SURFACE FG FINISHED GRADE HP HIGH POINT EX EXISTING BC BEGIN CURVE EC END CURVE GB GRADE BREAK C &G CURB AND GUTTER P.P. POWERPOLE EP EDGE OF PAVEMENT F.H. FIRE HYDRANT WM WATER METER -?? - EXISTING WATER LINE _ .._ ...v.... EXIS77NG EDGE OF PAVEMENT 1.50 AC PAVEMENT `- AC FEATHER OVERLAY 14.00 CONCRETE UNDERGROUND SERVICE ALERT CALL TOLL FREE 1- 1 9 2 600 2 WORKING DAYS BEFORE YOU DIG 8 +00 7 +00 6 +00 5 +00 4 +00 3 +00 2 +00 1 +00 GRAPHIC SCALE 180 - �' r ri a m (PRIVATE STREET) Q 13 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C 180'00'00" 5.00 15.71 INFINITE N44'45'00 'W 2 180'1 5.00 15.71 INFINITE N45'15'00'E 11.00 90'00'00" 1.50 2.36 1.50 90'00'00" 1.50 2.36 1.50 90'00'00' 1 1.50 2.36 1.50 6 90 1.50 2.36 1.50 51'43'30 14.00 12.64 6.79 8 50'17'36" 5.00 4.39 2.35 OF 3 S 9 50'2O'41 ` 14.00 12.23 6.54 , 14 51'19'12' 5.00 4.48 2.40 APPR ct 207"28'51" 38.00 137.61' 155.40 t 272851' 112.00 5,172 27.39 t 29 °2239" 493.00 252.78 129.23 t 3031'18' 475.00 254.12 130.18 1 29'13'16' 457.00 233.07 119.13 t 31'43'30' 257.00 142.30 73.00 t 31 °43'30 275.00 1 152.27 1 78.14 t 31'43'30" 293.00 162.24 1 83.26 t 272854" 177.24 85.01 1 81.79 LINE TABLE LINE BEARING LENGTH ( LO N45'15'00 15.00 N45'l5'00'E 15.00 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT ,PROVED BY �" 1 z 3�� KH A. OT R.C.E. NO. 33950 DATE ., / �/ � p , 3 /2 O 7 /`"VC LM RECOMMENDED DATE N44'45'00 'W 3.00 4 N45 °15'00'E 11.00 L6 N45'15'00'E 11.00 N44'45'00'W I 3.00 CONSTRUCT 3' A.C. PVMT. OVER 12' CL3 AGG BASE CONS7RUCT TYPE A -6 CURB PER COUNTY OF RIVERSIDE STD. No. 200 CONSTRUCT SIDEWALK 4' THICK, PER COUNTY OF RIVERSIDE STD. No. 401 CONSTRUCT TYPE D' CURB PER COUNTY OF RIVERSIDE STD. No. 204 THIS STREET IS AS -B P1 A COfIPEGT10 „E NOT ' Y/Oc NOT COUNTY MAINTAINED NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES To PROTECT THE ununes OR STRUCTURES sRNOwN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY R F nRF R RR IN TM x UTIES OR STRUCTURES CONCERNED PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE N17H GENERALLY ACCEPT® �� � CONSTRUCTION N1LL REQUBiED TD ASSUME SOLE AND COMPLETE RESI'ONSI AND FOR JOB STE SAFETY ALT. PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO U NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR NG H AGREES TO DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN (XXVNECTION YA1H THE PERFORMANCE OF VIM THE PROJECT, NEGLIG OF DESIGN ARISING FROM THE SOLE NEGIJL FNCE OF DESIGN PROFESSIONAL. SEAL - COUNTY OFESS/ 4R Oy 4� q! P`• 0 1 - y vO Ty1i �`% cj Z w }- K z '^ NO. 33950 EXP.. _30_06 * s�F p H L P Fc CAL+ COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT ,PROVED BY �" 1 z 3�� KH A. OT R.C.E. NO. 33950 DATE ., / �/ � p , 3 /2 O 7 /`"VC LM RECOMMENDED DATE SEAL - ENGINEE ROFESS/ P OrV Q .F. N.j, < 7" F CO O ® Z J Z m NO. 26862 A Y� EXP. 3 -31 -04 4} S �q�, p w L @ 4c I CAL ��4� ®N et W �4�G� INC. E N a 1 N E E R 1 N 7y - 4q0 GortpaRATE CANTER IXIVE, sTE 107 LA QUMTA. CA 52253 PH: (780) 771 - 8237 FAX: (780) 771 - 8238 SEE SHEET 1 TRACT 30866 I.P. NO. 030131 COUNTY OF RIVrI�,SIDE SCHEDULE B B STREET IMPROVEMENT PLANS LAGUNA SECA COURT A PORTION OF NORTH WE7 4 AND THE SE1 4 OF SECTION 7, T.5.S., R.7E, S.B.M. SHEET NO: THE PRIVATE ENGINEER SIGING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE ACCURACY HEREON. IN THE EVENT DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE PR R TH ST A ENGINEER ALL RE FOR THE DETERMINING AN C SOLUTION AND REMSING THE PLANS AC PLANS FOR APPROVAL BY THE COUNTY. OF 3 S PREP BY: LTAYD W. WATSON RC.E. NO. 28862 / G 3 / '� DATE : �i�64- MARK BY DA REVISI APPR DATE scars 1' =40° FOR: AO. WORLD DEVELOPMENT 982U -7 _ t ENGINEER COUNTY ® s IIIII.WIIII® S ( IN FEET ) EE SHEET N 1 inch = 40 fL MATCHLINE