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HomeMy WebLinkAboutLot 20, 44-52 Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. PRECISE GRADING PLANS . � A CREEK 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% TRACT TMC 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 BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE = 2: 1 . a , 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP v" OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COUNTY OF RIV R NORTH COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL * ,Ilk COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. P RoJECT 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE CONSTRUCTION NOTES & QUANTITY ESTIMATE 09, BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ry SITE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO I ' REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. �' QUANTITY UNIT 500 CY SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. Q LOT GRADING (10 LOTS x 50 C.Y. ) / 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM / f , FLOWS, ALONG TOP CUT OF SLOPE. 0 VICINITY MAP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS � � � 55 NOT TO SCALE , GREATER THAN ONE FOOT. TOWNSHIP SOUTH RANGE WEST SECTION 9. ALL GRADING SHALL BE DONE IN CONFORMANCE 'W I TH 22.52' g� a ■ � G,�,� RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION , STORM DRAIN S.D. ACCESS RAMP BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 , TWO SETS OF THE67 FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING LOW POINT -� - -- - - L.P. LOT NUMBER a AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION o . DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS ► �yti• TOP OF SLOPE T.S. BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE N ►- GRADE BREAK G.B. INDICATES LOT NUMBER /32\ SITE INVESTIGATION REPORT. INDICATES UNIT TYPE 1L 2lr� LANDSCAPE DEVELOPMENT L.D.Zr- � (L=LEFT GARAGE; RSRIGHT GARAGE) 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY 2 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 PEw 1172.5 GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED EDGE OF PAVEMENT E.O.P. i � WATER BLOW-OFF C� PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. TOP of CURB - 0�'0 T.C. THIS LOT REQUIRES A BACKWATER VALVE 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT PEf SECT. 409 OF U.P.C. PER APPROVED AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERT I CAL _ 4 109.16 Flow LINE F.L. Vv �- WATER AND SEWER PLANS. ( SEE INDEX MAP ) HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER To HIGH POINT H.P. TRACT BOUNDARY PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN �,� B ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL 4p p 40 80 120INOORWAY �.. 'r r FINISHED A T N Td 4 •--W--� OF FINAL INSPECTION. � -.. � - - _._.. - _ GR DE F.G.F.G. E I S I G CONTOUR .�-�---(1 307 - 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND � FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN GF�Af-Fi I C SCALE HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER GARAGE FLOOR ` ppOp,p 2: 1 SLOPE DELETERIOUS MATERIAL. All I FINISHED FLOOR FF 0000.0 CUT--FILL -- ---��---- -- ---�I•-•- �-- .:, 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE � PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRMS WATER SERVICE W AIR RELEASE VALVE -- - - -0-C�1 NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE o• APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT SEWER SERVICE FIRE HYDRANT - -- -- -+ -- -- OF FILL MATERIAL. � � -s � � �� � _ 4 S g � 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION �^_/ OF PERMANENT DRA I NAGE STRUCTURES TEMi PORARY DRA I NAGE S 8 FXTRAADF.PTH FOOTING' DRIVEWAY A CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND STREET LIGHT SLOPE �- -- - - EXTRA DEPTH FOOTING - - - - - -- - - DAMAGE TO ADJACENT PROPERTIES. M 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM--10). 50' 50' 50' S0' 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE Mu�15T GRADING NCONTINUE TO FlTION, ESPECIALLY DURING sTOM�M CONDITIONS. PROTECTIVEIVDF MAP MEASURES AMS] TEMPORARY DRAINAGE PROVISIONS MUST BE USED To PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ADJOINING PROPERTIES DURING GRADING OPERATIONS. ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED PLAN 1 PLAN 2 PLAN 3 PLAN 4 � o 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE �� COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION EMGIAWER ON c iron u7 co TO GROUND COVER, SHALL BE PLANTED WITH APPROVED � � TENTH ( 1 .5) SHALL BE StJBM I TTED BY A SOILS ENGINEER To THE TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE f BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, 30' IN VERTICAL HEIGHT. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12 MIN. ABOVE PAD ELEV. v a `l 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN. AND ANY OTHER LINES OR -- - ----- ------- -18. A REGISTERED CIVIL ENG I ISR OR LICENSED LAND SURVEYOR SHALL PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE DEVICES PER U.P.C. CHAPTER 10.R. TO THESE LINES OR STRUCTURES. ROUND OFF TOP SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHEREP/� SPECIFIC ELEVAT I ONS ARE REQU I RED. THE ELEVATION (WITH CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE %ATH GENERALLY ACCEPTED CONSTRUCTION TYPICAL OVERALL FOOTPRINT DIMENSIONS 25. CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PER IM�IETER PRACTICES, CONSTRUCTION CONTRACTORS MALL BE REQUIRED TO ASSUME SOLE AND COMPLETE 4' MIN. W RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.- SCALE 1 40 WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE APPROPR I ATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRA I NAGE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY _ ACTUAL D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES T0, - �fdN POIN DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, - ------ - �-�. PAD n.FV 4241 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. o A � a AT NOT LESS THAN 1/2" PER FOOT FOR A M I N I MUM OF 3 FEET. STREET IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS ��Q� / l iL 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE w �¢ �` �AIX lt� \. 21 . "NO 08STRUCT I ON OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SMIPPP FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. SECT�aN A A ¢�•1 {� ,�.� /� _ .. a� be �� , ` " CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSfBLE FOR, OR LIABLE FOR, UNAUTHORIZED FOR REAR YARD SLOPES GREATER o`� ° ``' A -- SHALL BE PERMITTED SHALL ADHERE TO CURRENT NPDES GUIDELINES.I NOES. CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED tA' �° 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL I NEATER IN THE BY THE PREPARER OF THESE "PLANS". THAN 5 I N VERTICAL HEIGHT �,�,¢.� �Q �V,91 ,��,�J�� 15, BASIS OF BEARING: ° �` �`' `� � `� � � FIELD PRIOR To COMMENCEMENT OF ANY CONSTRUCTION/GRADING. " " � ���¢QJ 'f ov����p -Qo� g, (DIC 'T 5. 5, (EXQPT C 5, Q THE BEAR I NGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STAT I ONS TRAK � QQ *v° �Q `� �'� � � � r MIN MIN MIN Ml 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS 5' MIN. VAR. P/L 5' MIN. VAR. " 5 MIN.VAR. F'/L Q'��J�� o�oll MIED1 NOIID) r TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN DN THE MAP FILED IN BOOK 102. PAGES 50 THROUC M 65 OF RECORDS 6 MIN. 6 MIN. 3' MIN. 2' iip.,p OF COMPLETION OF F I NAL GRADING N ACCORDANCE WITH V AN 3 MIN. 1 1 3 MIN.- * Q��� „n I NCE I THE APPROVED SURVEYS I N THE OFFICE CE OP THE COUNTY RECORDER OF RIVERSIDE � * * � MUDSILL VAR. � ,� MUDSILL VAR. VAR. MUDSILL 6 MIN. z PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52.49'02.84" E. ------- __�._/ - -- -- �� m rn 1 • ee �e be � ENGINEERS NOTE: OWNER 841.9 ENGINEER LEGAL DEGCRIPTIONDlQ-..,,hlwERT THE PRIVATE ENCYI'IER " - �E- W SIGNING THESE PLANS I S CENTEX HOIuE.�S PETRA GEOTECI�NV I CAL A PORTION OF PARCEL 22 - PARCEL 12 MIN. P Iz 12 MIM. 12 MIN. � � a. RESPONS I BLE FOR ASSURING THE ACCURACY OF DESIGN WARDLOW C I RCL.E, SUITE 154 27620 COMMERCE CENTER DR. MAP 27387 _ _ ___ .� �hN � �� s � � +� � � �x � � � DIAL TOLL� AND ACCEPTABILITY OF THE WO O< HEREON. IN THE 0 CORONA,CA. 91720 SUITE 103 _29K MIN. 6" MIN. Mix '�'� ' _ EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590--5661 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 2p% MAX. - 2: 1 MAX SIDEWALK cJ Q m, 1-$0Q�-227--2� APPROVAL OR Dl1R I NG CONSTRucT I ON, 20� MAX. MIN. 20% MAX. ------ � THE PRIVATE FAX 909.273.2100 (909} fi99--fi 193 � � ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AT LEAW 7 DAYS AN ACCEPTABLE SOLUTION AND REVISING THE PLANS (909) 699--6197 FAX * -- UNLESS OTHERWISE NOTED * �- UNLESS OTHERWISE NOTED CURB BEFORE YOU DK3 © w FOR APPROVAL BY THE COUNTY. DISTANCE SECTION B '"� B SECTION C '" MEASURED PRE�PEND I CULAR M RIGHT OF WTOYTHE PRQPERTO THE RYGL I NERNER �} J UNDEFIGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA blOTE:. SF.aL-COUNTY COUNTY OF RIVERSIDE SAI-lrNc�Nea NN DRAWN TRACT Y�. 2306a-4 PHASE �P - WORK CnNTA I NE`l� WITHIN THESE PLANS _.� - Pte► ��a ■ of■t©N ■ aoNeTRuc•r�ow BENCHMARK: T-1-81, ELEV. 1026.428 JLF/JE SHEET N O. d T PORTATION DEPAR T QraoEESSlot 2 1/2" BRASS DISK IN CONC. CYLINDER 2.4 FSIONED _ i S►IAI..L NOT COMMENCE UNTIL AN d - �� MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDE 1 in `' ENCROACHMENT PERMIT AND/OR A APPROVED BY ��`4 ����H d lQiy 27588 YNEz ROAD,SUITE aao INTERSECTION OF MAIN AND FRONT STREET IN CHE�CKFD �C��E � � » C7 _ e~, .�� Sl ■ ■ ■ TEMEGULA, CALFOF"A 92591-4679 JT C G 0 GRADING_ PERMIT HAS BEEN ISSUED. _ _ TEMECULA 53.5' SOUTH OF C/L HIGHWAY •-- The r i vate en i neer signing n i n these !ans is - �^ C CI N9 U LTI N C3 ow.e7e.8o42 ■ FAX"676.7240 • wwwMF.com � --.- � p g g p ,. Na.64540 ~ry 79 3.2 EAST OF GT POLE (GT 2453) 300 SCALE OF-!-SHEETS .•- responsible for assuming the acc.urocy� and _ - KHALED A. QTHMAN DATE: �' _ SHOWN PRECISE GRADING PLAN acre tabi I i t of the dei ign hereon. .n the event - - --- �._ R.C.F. NO. 33950 � Exp s/3o/0� '� a EAST OF PRODUCE STAND MIDWAY BIT*.EN A5 5 0 _�_____ .� _ �__-_..__ .__._ �.� ._ - - FI NO. � p Y PREPARED BY: ELIZABETH D. LOVSTE�D R.C.E. NO. �__L45-_Q LE ' of discrepancies arising after county approval _ _ _ _ FxP. DATE: 6-� 2 P.P. 7. 580 AND P.P. 75581 ON LINE W!TH aLf) t, during construction,Man he private cengineer ^h �,� I V 1 � E7(F'. DATE: 6--3 -01' S - t5�-1DD4S5 o OB NUMBER g s , t p ate a all e r� d f r- l� FENCE LIRE RUNNING N. & S. SET F1C�r_RGL.ASS __. ..._._.� ._...... �.. ,� responsible for determining an, acceptable solution -- _-_. DATE FOR: W.O. COUNTY f MARK BY Art" APP DATES �._ �__�__ DATE: WITNESSPOST 1' SOUTH OF MON',.JVF'NT. REDHAWK anti reviewing the plans for approval by the county --�- ----- -- R E V I S 1 0 N S _ MMENDED BY BOYLE ENGINEERING DATE _..._ ____. FILE NO. LNGrNEER __.-COUNIY _ _ . - __w_... z '` U L 15 2003 r.,.7Fit 'K .v ll'Y' :L •,'' ,n..u' 7r ,: .. " '' s".1' .,r 1... :fat•.., ,7,"'.. a.,f" D. AF. F .:WI"/ „: ., u¢ .. ..K, - ' ...•• ..:. yC.' .. r' i 1 T -, ". r ..' i .. � !_' . . - i �[y.. . 1.1 .r .. .. - • a .. • ice: .• n r, *** / q, N 3 PE: 1 189 .9 / 0.B / 15 4 _ (9y 1.0 db fib 6, 1.0 / ,,� •. • gnu j.. �► 3, 9�• �. cE Z -19 4 0 AN 9. s 103.01 22.52 1R -n 1190 1 ''� ?'29• "Now V6 °' 1183.0 t 91 •.• FL 1 .ox f so• • E`� z 30 16. '-1 24 + 20' I hl •. 21.4 1 20.87r FG '� s 60 6.45 F( ,� •. .S ,� Ck ti / 20 �•3 m / I j ( � I; FF-1183.8 � � I� �Ir � .�► �• _4 v� / 1183.3 I ,�• S r • 51 .29' ,�. Air ��. -o spow / I 1` 1 Q' ae n �D . \Y' tL� r `9ta J 1 �' 1 �- op E3 C315 63' 0 da •35U ton f at . 1 •�.� h TC 64.00` 4 � 61 . 13' � � 1.Ot - S ZG 90.35 40.03' . . anam �. 149. 16 S w co N !L� TC A 30-94• o .0 1 .90 �G o; 91. X191,9 �rn pz NAY `'Q N 13 KOHINOO» * - A fSE kzj1 IL S9.43 -30 71 , 0 40 Sa 83.07 85810 810p 1192 s cv 80.79 TC .957 E�11 92 wATE; TC / an SS N N S N w S me \ p 10' i N t0 S 0 h _z _L . 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NP V 41 9.72 ' ��• i ti�_` �e��.` ' _ 815 a •6 0N Vie` 60 <5 fre • 1 1 . .�" 1 .OX I$ w I rn I / icy W D1084.40' I 65.50' II 67.00' ( 1 66.50' , 59.29 SLLERT • . -- -- -' -- -- -_ - -- .._ -- 20 0 20 40 60 0 r D Ai..TOLL FRM ------- .„_._ T 1 $M"..'2Z7 Z6M N"...,,... ...q. ,- ...,---r w-___ ____r---.. .. .r .-.-----•-w r -- n_ --------n-•--�•._.---' � GRAF'H I C SCALE Ca.� AT CLAVI'rM M" J l 1�,E.-I 1 21 PARCt.1 ]\/]A/ pr'* 1\10 , 2711.3 7 z B0:OWE YOU Dn SEM4M &M OF SOUM W C&FO 1 r ` 0 U R :� r T o . COUNTY OF RIVERSIDE NOIE: SEALSEAL-COUNTY-ISEAL-COUNTYSEAL-ENGINEER PLANNING ■ 011KeIdN ■ CONNTRUCrDRAWN ION BENCHMARK: T-1-81, ELEV. 1025.428 ,LF/JE TRACT NO., 23065-4 PHASE 3 IP -010094 SHEET NO. 5� WORK CONTAINED WITHIN THESE I~'LANSto T PORTATION DEPAR T f�SS1$* 2 1/2" BRASS DISK IN CONC. CYLANDER 2.4 DFSIGNM to SHALL NOT COMMENCE UNTIL AN q MILES SOUTHEAST ON HIGHWAY 79 FROM EL JG COUNTY OF RIVERSIDE 2 APPROVED BY �. ��H D. ( S ENCROACHMENT PERMIT AND/OR A w� �0 a� e^ 27555 YNEZ ROAD,511 M 400 GRADING PERMIT HAS BEEN ISSUED. �. J� r • ■ ■ INTERSECTION 0�` MAIN AND FRONT STREET IN CHECKED - -- -- 0 �, TBX-00LA,CAL FOFM�rs�1-4679 TEMECl1LA, 53.5 SOUTH 01" C/L HIGHWAY �r SCF�.E a A � Theprivate engineer signing these plans is _ A No.g4'34t� C O N S U LTI N Q W0.676,304 � RAX 90W6►6.7240 . www,W Com 79, 3.2' EAST OF GT POLE (GT 2453), 300' 2 �,- scALE AS SHOWN PRECISE GRADING PLAN OF SHEETS Q respnsible for assuminthaccuracy and DATE: AS 6/30/07 EAST OF PRODUCE STAND MIDWAY BETWEEN � acceptability of the design hereon. n the event PREPARES BY: ELIZABETH D. �ovsT�D �.c.E. No. e44Q.. - - FILE N0. o of discrepancies arising after county approval _ '1r C f V t - ��� EXP. DA 5-30-07 P.P. 75580 AND P.P. 75,581 ON LINE WITH OLD J0R NUMBER LOT � AND LOTS �2 during construction, the private engineer shat I%e ��#' �Fa4 FENCE LINE RUNNING N. & S. SET FIBERGLASS 15-100455 f responsible for determining an Acceptable solution OF CA1. - DATE FOR: W,0. COUNTY = and reviewingthe plans for approval b the count Mpa"� �' DArE R• DATE _ _. DATE: WITNESSPOST 1 SOUTH OF MONUMENT. )HAWX FILE No. i P Y y ENGINEER R E V I S I 0 N S MMENDED DATE: COUNTY 15 2103 i