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HomeMy WebLinkAboutLot 69-71 Precise Grading A. .4 w GRAD I NG NOTES 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING COM. ADDENDIX CHAPTER 33 AS AMENDED BY ORD I NAND 457. PRECISE GRADING PLANS f� TRACT NO 23 (:) 65 2. MINIMUM BU I LD I N6 PAD AND DRA I NAGE SWALE SLOPE SHALL BE 1% r1� TEMECULA CREEK IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND � CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CVT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE * 2: / . 4. PRDV I DE 5' MI I C]E BY 1 ' H T CSI BERM OR EQUIVALENT ALONG THE TOP . vN.zy OF ALL FILL SLOPES OVER 5' HIGH. UNTY F IV A 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A • COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL � �" . • NORTH HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL \ ` COMPACTION REPORT FOR ALL FILL OVER 1 DEEP. X05.00 ' \ PROJECT S. A SUITABLY 'QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ,-, , SITE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. 7, PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM �, FLOWS, ALONG TOP CUT OF SLOPE. HN VVITLIAM WA VIC INITY MAP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS NOT TO SCALE GREATER THAN ONE FOOT. \' TOW04112 � SOUTH RANGE � WST SECTION _28 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATIONJEGEAV BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE >� __ w .. :.,.. ._.._..__._.. .� STORM DRAIN S.D- ACCESS RAMP FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING t'�A AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION V.7 _ X LOW POINT L.P. m DESIGN RECOMMENDATIONSTOP OF OP T•S. LST NUMBER AND CERTIFICATION THAT GRADING HAS © o o � SLOPE BEEN DOPE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE GRADE BREAK G.B. INDICATES LOT NUMBER 32 SITE INVESTIGATION REPORT. LANDSCAPE DEVELOPMENT L.D.Z. INDICATES UNIT TYPE �. w 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY �•°h P '� RIGHT OF WAY " - R/W INDICATES FINISH FLOOR ELEVATION FF-1173.0 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT // - INDICATES PAD ELEVATION --- PE=1172.5 �r�A EDGE OF PAVEMENT E,0.P. GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED �v PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. • � �� � WATER BLOW--OFF TOP OF CURB 00. THIS LOT REQUIRES A BACKWATER VALVE 01 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT PER SECT. 409 OF U.P .C. PER APPROVED p AND FILL SLOPES EQUAL TO OR GREATER THAN 3` IN VERTICAL FLOW LINE F.L. HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER To sH . 2 WATER AND SEWER PLANS. ( SEE:: INDEX MAP j PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN HIGH POINT H.P. TRACT BOUNDARY -- - ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF F I NAL INSPECTION. ` F I N I SHED GRADE F.G.. EXISTING CONTOUR ..�•-�---(14 30>-�---'" 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND SCALE: t"-.40' r="I N I SHED SURFACE F.S. STORM DRAIN & CATCH BASIN � •• HAS BEEN CLEARED OF WEEDS DEBRIS TOPSOIL AND OTHER , 'NDE MP . DELETERIOUS MATERIAL. GARAGE FLOOR GF 0000.0 2: 1 SLOPE 40 0 40 80 120 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS To BE CONSTRUCTION NOTES & QUANTITY ESTIMATE F I N I SHED FLOOR FF 0000.0 CUT-FILL -- ---�t- -- •--�r~-- -- PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM GRAPHIC SCALE WADER SERVICE w AIR RELEASE VALVE NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE NO. QUANTITY UNIT APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT Q LOT GRADING (3 LOTS x 50 C.Y. ) 150 CY SEWER SER.fICE �- S FIRE HYDRANT OF FILL MATERIAL. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR. TO CONSTRUCTION - -- 0F PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE INDICATES AMOUNT OF DRIVEWAY '. E:XT-RA DEPTH FOOTING �- CONTROL SHOULD BE PROV I DED TO PREVENT PONDING WATER AND STREET LIGHT 0--•�-�--• DAMAGE TO ADJACENT PROPERTIES. • " • SLOPE EXTRA DEPTH FOOTING 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED BASIS OF BEARING: METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM•-10). GRAD I NG N50' 50' 50, 54' THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LIQ BETWEEN STATIONS"TRAK" 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS CONTINUE To FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE To THE BUILDING " SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE. COUNTY RECORDER OF RIVERSIDE ADJOINING PROPERTIES DURING GRADING OPERATIONS. PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY.CALIFORNIA, BEING N 52`49'02.84" E. PLAN 1 PLAN 2 PLAN 3 ;� PLAN 4 00 ul) _ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE 24, EROSION CONTROL; ALL GRADED SLOPES SHALE BE PLANTED WITH ENGIN E)r T NT T R� co '�' TENTH (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE ROSEA iGE PLANT .AT 12" ON CENTERS OR ANOTHER APPROVED 12" MIN. ABOVE PAD ELEV. o - `� �' ix E BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTWS OR STRUCTURES SHOWN ON THESE v� GROUND COVER. SLOPES OVER 15' IN VERT I CAL HEIGHT, IN ADDITION PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE 30' IN VERTICAL HEIGHT. TO GROUND COVER, SHALL BE PLANTED WITH APPROVED THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED R� -_. F .T ' © D TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR 18. A REGISTERED CIVIL ENG I NEER OR LICENSED LAPD SURVEYOR SHALL TREES, SHRUBS. OR C�uIB T NAT I ON THEREOF. SHRUBS SHALL BE STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE P/L PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, TO THESE LINES OR STRUCTURES. 4' MIN. o SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. INHERE 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE SPECIFIC ELEVAT I ONS ARE REQU I RED. THE ELEVATION (WITH PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION TYPICAL OVERALL FOOTPRINT DIMENSIOM RESPECT To MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATIONU.P.C. PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE " DEVICES PER CHAPTER 10.R. RESPON5181LITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. - -----�-- SCALE 1 = 40 � w I TH RESPECT TO ADJACENT GROUND SURFACE i S REQUIRED, THE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ACTUAL D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 25. CONSTRUCT I ON OF DETENT I ON BAS I N, CONCRETE CHANNEL AND PER I METER AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, KIGH FOM - -- BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, PAD El.lwY. -0-2' 1111111. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS APPROPRIATE MEASURES W I LL TAKEN To ENSURE PROPER DRAINAGE REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. ' A D . : AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. FROM INSTALLED FACILITIES To PER I IuETER STREETS UNTIL CURB OUTLET THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS SECTION A -- A III F - 11 111 " STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE Lz d 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES STREET IMPROVEMENTS. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED, FOR REAR YARD SLOPES GREATER 100- A 0. SHALL BE PERMITTED A .� THE THAN 5' I N VERTICAL HE i GHT - - 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE C U E ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OIR LIABLE FOR. UNAUTHORIZED � 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE IMPLEMENTED PL.EMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED 15'PIP, 15' ITR. V1 - BY THE PREPARER OF THESE "PLANS". ..a FIELD PRIOR TO COMMENCEMENT Off` ANY CONSTRUCTION/GRADING. SHALL ADHERE To CURRENT NPDES GUIDELINES. �, (EXCEPT B 5' S, � (�pI Rix � � w ' P L MINS MIN MIN I .. 5' MIN. VAR. Pf L 5' M I N N. VAR. " 5 MIN.VAR. / NOTED) Nolm> .t 8 MIN. - --- fi MINS 3' MIN: 2' d. 3' MIN. 1 ' 1 ' 3' MI_N. MUDSILL VAR MUDSiLL VAR. * * VAR MUDSiLL -- 8" MIN. --- - z zco ENGINEERS NOTE, Or11MER sO�s ENa1NiEER LEGAL 0ISCR�TION DIO NILERT.. THE PRIVATE ENGINEER SIGNING THESE PLANS IS ce TEX Haws PETRA (�OTECH�I I CAL A PORT I ON OF PARCEL_ 22 - PARCEL � + . 12" MIN. pE� � � x � _� w RESPONS I BLE FOR ASSURING THE ACCURACY OF DESIGN 12 MIN, -- - WARDLOW CIRCLE SUITE 150 27620 COMMERCE CENTER DR. MAP 27387 12 MIN --- `p,N Q z ,� �, �, 0 �, �, c�. 00 DIAL TOLL FE AND ACCEPTABILITY OF THE WORK HEREON. IN THE CORONA,CA. 91720 SU I TE 103 _ .__._� y -H u EVENT OF DISCREPANCIES A 4.22% TO 3' " 4.22 TO 3' 4.22 TO 3 - "_M _� A sx MAx �' © � sz k © j z RISING AFTER COUNTY 2. 1 MAX. 6 TYP. THENCE % MIN. THENCE 2� MIN. 6 MIN. A 92590- 1 THENCE MIN.• -- - -- 20% MAX. ' • 1 MAX. S I DEWALK a 1-8�2Z7--2�Utl __ _ ___...__ __. �.---- < APPROVAL OR DURING TION, THE PRIVATE FAX 909.273.2100 (909) 6996193 209 MAX. MIN. 20% MAX. - oc A1'"LEAST TYPO QIIIY� ENG I PEER SHALL � RESPONS I SLE FOR DETERMINING (909) 699-$197 FAX * -- UNLESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED cuRe i AN ACCEPTABLE SOLUTION AND REVISING THE PLANS BEFORE YC�IJ DICE FOR APPROVAL BY THE COUNTY. , UVE M SERME ALERT OF SOUTHERN CAUFOFINIA SEC11ON B B SEC110N .C �. C MEASURED PERPENDICULAR TOTHEPROPERTTYGE CORNER , LINE ., O SEALCOUNTYSEAL-ENGINEER DRAWN COUNTY OF RIVERSIDE FLANNINU ■ DZINI�N r CDw©TOlUCTION BENCHMARK: T--1--81, E�.Ev. 1025.428 � �� TRACT . 23os5--4 MODELS IP -•- S�.�E�� WORK CONTAINED WITHIN THESE PLANS RpFE S S!p TRANSPORTATION DEPARTMENT SHALL NOT COMMENCE UNTIL AN Q ,y Qc�a>{E S S ION ? 112" BRASS DISK IN CONC. CYI ANDER 2.4 ESI c Ep \O o� p �� p re MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY QF' RIVERSID � ���� to ENCROACHMENT PERMIT AND/OR A c�, p li. APPROVED BY �, ` 11 N a oLo GRADING PERMIT HAS-BEEN ISSUED. ,_�� ����" Ql�� `��, �4`� `, Tt�` cA a ■ � z�'ss5 YNEZ ROAD. surf Ono IN TERSEC:TION OF MAIN AND VRONT STREET IN CHECKED ,. ,. Q\ p� � �� so_\ -7 a - �, ,-. CDN 3 U LT1 N 13 .�7e.ao4z `TC g7.7z4nAwwwRaF om MAT SC A Q� '� oQ\� The private engineer signing these plans i s mss , �s x TEMECULA 53:5' SOUTH Jf C/k_ HIGHWAY a °CY'� �� r espons i b I e for assuming the occur ac and c, KHALED A. OTHMAN DATE: T POLE (GT 2453) 300 SCALE � .- �, No. 33954 No.x3090 - 79, 3.2 EAST OF As SHOWN PRECISE GRAa1NC,� F�LAJ Q` '�� S ETS � acceptability i I i t of the design n hereon. n the event Exp 6/30/02 R.C.E. NO. 33950 Exp 3/31/04 EAST OF PRODUCE STAND MIDWAY BETWEEN Q' �� P g PREPARED BY: MICHAEL A. T AN R.C.E. NO. d&9Q- 1LE IS). of discrepancies ar i s i n after count a novo I or s � EXP. DATE- 6-30--02 x �- B NUMBER \ �. during construction, the private engineer shall be �.� C j l` �~ �,� �1 V 1t �� EXP. DATE. 3- 1-04 P.P. 75580 AND P.P. 7.x581 ON UNE WITH QLD 15� 100455 MOC*LS .. L�� � "" � �� 4 responsible far determining an accept ab I e so I ut i on IF pI C�`���� rf OF ��l�a�` FENCE LINE RUNNING N. & S. SET FIBERGLASS :91,? MARK BY DATE_ APPR, DATE DAIS FOR: W.O. COUN a\ o �Q and reviewing the p.lons for approval by the county _ _ ENGINEER R E V I S N S -- RECOMMENDED 8Y BOYt_E ENGINEERING DATE: DATE: �Cr _bL 'MTNESSPOST 1' SOUTH OF MONUMENT. REDNAWK FILE NO CbUNTY e eQ y� ., ... ..F.. ..,.. .. riwT^ a. .•S•mow r,-v'.y !+' .„P.; #pRR..7cw 111 ;1• • ti t,F r 0010 moo 1210 Wow F6V so15 1 _N 11h 0I _ _ OVA 36 0 4000, `. r ++ � - __ . _.. _.. ..- ._. ...._.-._... ..,,....._ .._. -_.____. .._..r .w._. .--._ . .._.._may. _.__... _ .--.. ..-..-- -- - `•_•.,' - rr :,^ ` �... � Mob o �' ' 5Z.09 � rte• �� o, VV LLI/AIVI AY - 0 1 N LJ 1209.2 FIG to oo moo 44.6 09. 6�G ��► ,p4 4 a` ° / 1 .37 7.44 17.85 F 91 VC FFF-1209.5 17j nBW .. 1• 3� 0 PE=1209.0 Bw \I � K 12.45 GB 14-04 g \_1 ,4.08 Z• FG FG 1 t I f �? t�• ' a' a -2 ❑ Q1 I �o �, 1• / �t 15 7 N 1 �� •0 ' N 1 ro • 4 Z 7� S n 72 - FF-1210.7 FF-1213.7 d FF=1216.5 'I PE-1210.2 5 ro ►- PES f 213.2 V) ar 1216.0 FF-1217.� � tc� ' � � WW • / y � �.�� �•,� '� U � � PEC�.S 1217.0 � ,� � � I •e� j o 15 tIQ 00 416 19• in 12.9 C4 1217.4 JHP V_ 1211.3 FS .. 16.04 18. , 0 �° 1210.•8 � 1 F6 � FG 1217.4 Ftp , � 120'9.8 F8 1Z09.5 � 3 7 t FG 13.7 FG t FG C%+ -- - 50.5240 70.00' 74.43' PA R (I F I M P 1\1 0 7 -%31 8 7 RA R C_/EL" 2L 2 C U R 10 �.. -- SCALE: 1"=20' DIS & 20 0 20 4o n, w0 .. 60 DLAL TOLL 'RFE GRAPHIC SCALE �� �Qc°�` Q��0 gL op��o p 1--8M-227�-2604 0���c SP�� Go� Iry AT J�4�Ca� o` 4�o � . •, AFORE YOU DIG GC�P'Q � gr��• cP a J� SERVICE ^ AIERT OF SOUTHERN�aI.�ORN1A �` Q' �,•�' 01tir� NoT • SEAL-CQUNTY SEAL--ENGINEER COUNTY OF RIVERSIDE DRAWN �u►wN�No ■ 01:81mN ■ coN■TAuer�oN T-1 -81 ELEV. 10.26.428 TRACT NO. 230165-4 MODELS IP -- ,�` crJ C� „BENCHMARK: JLF/JE ,. ,.? SHEET N 0. WORK CONTAINED WITHIN THESE PLANS LESS � SHALL NOT COMMENCE UNTIL AN ��q loT PORTATION DEPAR T �RpFESs102 1r2 BRAS DISK IN CONC. CYLANDER 2.4 DESIGNED u ENCROACHMENT PERMIT AND/0R A c�� a A p A COUNTY OF R 0 APPROVED BY �d ��• MILES SOUTHEAST 4N HIGHWAY 79 FROM EL/,1� 2d- GRADING PERMIT HAS BEEN ISSUED. �`� ���' y� ted. A4 ����` r!� `ted, ■ ■ ■ ��'1Az RNIA 2WE 47$ INTERSECTION OF MAIN AND FRONT STREET IN CHECKED ,� � � .`' y = �„ r T1 Iu�CULA, CALIFORNIA 9$591-4e7"9 MAT A Ln The private engineer signing these plans i s _ A '` C 13 N B U LTI N C3 W9.e7481W • FAx 909157e,7240 • www.PAF.conr TEMECUILA, 53.5 SOUTH OF C/L HIGHWAY ` responsible for assuming the accurac and No.33950 _1t2 KHALFD DATE: No. 43090 79, 3.2 FAST OF GT POLE (GT 2453), 300 SCALE OF__9__SHEETS +� EXP. 6/30/02 EXP 3/31/0 AS SHOWN 'PRECISE GRADING PLAN f•'•• acce tab i I i t of the design n hereon. n the event � � PREPARED BY: MICHAEL A. TYL A R.G.E'. N0. .��.Q�-Q,� EAST 0� PRODUCE STAND MIDWAY BETWEEN Q p y g � x} R.C.E. N0. 33950 FILE N . of d i screpanc i e arising after county approva I or O during construction, the private engineer shall be sr'J �I Y�1. ��`! EXP. DATE; 6- 2 ,rf' C1 V I� � EXP. DATE- 3-- 1 04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLDJOB NUMBER d 15-100455 M LS LIOTS 69 71 responsible for determining an acceptable solution MARK 8Y DATE APPR, DATE � �F C�`��� tF d� C I,�t��� � � FENCE L INE� RUNNINC> N. & S. SET F(BF'RGI._ASS • DATE: aWITNESSPOST 1 SOUTH OF MONUMENT. DATE FOR: W.Q. COUNTY and reviewing the plans for approval by the county. P I3id► ENG T NE R R E VISI 0 N si COUNTY M AMEN DED SY S01rlF ENGIMEERINC DATE: VM FILE NO.