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HomeMy WebLinkAboutLot 244-254, 263 Precise Grading .iR +P.y� .. ,.. r ..r^.F[n• { r�7i:4*F"'•A..r+"^1'Y �� n "��1',i •�•�' r. a .•( ,5 .•95,�'.1'"•, :.. . 11,.T .R 4.;. h" - .,*• r. ,. ... C GRADING NOTES re a � _.. 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. 1 ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE` 457. �� ..^A �i�t C. ),� '�:, '* 5 s MECIJLA CK-EK ��.•�-- 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% �, IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER �n THAN 10' . DRAINAGE SWALES SHALL BE A MINIWJM OF 0.2' DEEP AND I� %w(l BE CONSTRUCTED A M I N I WJM of 2' FROM THE TOP of CUT OR FILL SLOPES. •I'�` _ F A L P 3. MAXIMUM CUT AND FILL SLOPE 2: 1 . A 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP r ' OF ALL FILL SLOPES OVER 5' HIGH. COUNTY 0 IV5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A R � �RSID CALI 0 NIA NORTH COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILL OVER 1 DEEP. PROJECT 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT To THE AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF SITE BUILDING ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. . SHALL INCLUDE LIME, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES: 7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM SH AP FLOWS, ALONG TOP CUT OF SLOPE. yic um �� �� Td(7T f U SCALE B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS 2� " M 2� GREATER THAN ONE FOOT. � TOWNSHIP ,�, SOUTH RANC,'E .,.� NEST SECTION _21L GRADING NG SHALL BE DONE i N CONFORMANCE 247 WITH '� LEGEND 9 ALL r RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION � �- � STORM DRAIN S.D. ACCESS RAMP m� BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE -- �r�rY��� �_ LOW POINT L.P. LOT NUMBER v FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING \ CQ AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION TOY Cou" TOP OF SLOPE T.S. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS 2 y- � -, - GRADF BREAK G.B. INDICATES LOT NUMBER 32 BEEN DOE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE � INDICATES UNIT TYPE 1L SITE INVESTIGATION REPORT. � �� LANDSCAPE DEVELOPMENT - - L.D.Z. � � (L=LEFT GARAGE; R=RIGHT GARAGE) w RIGHT QF WAY �-�- R/W INDICATES FINISH FLOOR ELEVATION - FF-1173.0 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY --�-- DEPAN�TIuENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT' �� EDGE OF' PAVEMENT -- - E.o.P. INDICATES I CATES PAD ELEVATION ON PE"1172.5 GRADE AIS] DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED MATER BLOWOFF OBUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ` TOP OF CURB 00()O�00 THIS LOT REQUIRES A BACKWATER VALVE C� PRIG T K ~ 1 T.C. p 0 GREATER THAN 3' IN VERTICAL HEIGHT FLOW LINE F.L. PER SECT, 409 OF U.P.C. PER APPROVED DW 11 . CUT SLOPES EQUAL T OR GRE oWATER AND SEWER PLANS. ( SEE INDEX MAP ) AND FILL SLOPES EQUAL To OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO HIGH POINT H.P. TRACT BOUNDARY PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN .;�J 2 45 ACCORDANCE WITH ORD I MANCE NO. 457 PRIOR To THE APPROVAL N F I N I SHE'D GRADE F.G. Ex I ST I NG CONTOUR r-�--(1.4 30)�---�"" OF FINAL INSPECTION. -- I FINISHED SURFACE F.S. STORM DRAIN CATCH BASIN -- 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS DEBRIS TOPSOIL AND OTHER GARAGE FLOOR GF 0000.0 2: 1 SLOPE 44 DELETERIOUS MATERIAL. '� 0 CUT-FILL 40 40 e0 140 FINISHED FLOOR FF 0000 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM WATER SERVICE W AIR RELEASE VALVE c;��;���+ i SCAL._L F IRE HYDRANT APPROVED SOIL FOR FULL SUPPORT PREPARATION SHALL BE �- APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT SEWER SERVICE. ~- --- -- S OF FILL MATERIAL. w ��X �Ap INDICATES AMOUNT OF .X DRIVEWAY --- 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION EX TRA DEPTH F OOT I NG O OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE STREET LIGHT0___rlo( CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND CONSTRUCTION NOTES & QUANTITY ESTIMATE • SLOPE - I EXTRA DEPTH FOOTING DAMAGE TO ADJACENT PROPERTIES, 15. DUST SHALL BE CONTROLLED BY WATER I NG OR OTHER APPROVED �• _ QUANTITY UNIT ;. r 74 P - Q LOT GRADING (12 LOTS x 50 C.Y. ) 600 CY 35' 35' METHODS AS DEFILED IN COUNTY ORDINANCE 484. 1 AND 2 M 10) ' 35' 35' 35' 35' 16. ALL EXISTING DRA I NAGE COURSES ON TI-E PROJECT SITE MUST GRAD NG O'�"E ,aN'T" .CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRA I NAGE PROVISIONS MUST BE USED TO PROTECT 24, PLAN 4 PLAN 5 PLAN 6 24, EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH PLAN I cm ADJOINING PROPERTIES DURING GRADING OPERATIONS. ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED pn 10 00 to � � v GROUND COVER. SLOPES OVER 15 IN VERTICAL MIGHT, IN ADDITION `tul 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TO GROUND COVER, SHALL BE PLANTED WITH APPROVED � N TENTH ( 1 .5) SHALL BE SU BM I TTED BY A SOILS ENG I NEER TO THE TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE NG/NEE i N 7 7CETO NT 14(rr Lai BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 3O' IN VERT I CAL HEIGHT. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE b 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL DIGHT SHALL HAVE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE. „ .� PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12 MIN. ABOVE PAD ECFV. TYPICAL OVERALL FOOTPRINT DIMENSIONS W 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR SUBM I T CERTIFICATION I F I CATION OF BUILDING PAD ELEVATION. WHERE DEVICES PER U.P.C. CHAPTER 10.R. STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ROUND OFF TOP- SCALE 1* = 40' ER -- SPEC I F I C ELEVAT I ONS ARE REQU I RED. THE ELEVATION (WITH 25. CONSTRUCTION OF DETENTION BASIN CONCRETE CHANNEL AND PER I�+ETER TO THESE LINES OR STRUCTURES. P/L RESPECT To MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE MTN GENERALLY ACCEPTED CONSTRUCTION �� _ BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. 4 MIN. o WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE A PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. �� ACTUAL D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY PC REY _01 In. STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, `"�----- �� A I tZ 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STREET IMPROVEMENTS. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, � AT NOT LESS THAN 1/2" PER FOOT FOR A M I N I MUM OF 3 FEET. •� REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT. 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE 'THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PUNS AND/OR FlELD CONDITIONS �q<,�� _ �e M !� g 21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE SECTION' A A �Q- ,,�� A _.__. �-- SHALL BE PERMITTED" . SHALL ADHERE TO CURRENT I�'DES GUIDELINES. ga . _..� _..__ _ ______ FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. �� '�° _ FOR REAR YARD SLOPES GREATER C r3 �t- CAUTION: THE ENGINEER PREPARING THESE PLANS MALL NOT RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED , C�, � �' �` °�� 15 f _15, 5'` AN OR USES OF THESE PLANS. ALL CHANGES T17 THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5 IN VERTICAL HEIGHT :,. . v 5 o .�c*�' _ 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL i HEATED IN THE p A 7 c pc p T CHANGES �,- -� oti J, (tet (D01 0 COMMENCEMENT OF ANY CONSTRUCTION/GRADING. BAS i S Or ©EAR I NG' BY THE PREPARER OF THESE PLANS . �4 �}��`��� � ���,.� ,��� ,� Q 5 5 B � C 5 c FIELD PRI T C THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STAT I ONS"TEAK" P L u ��� OJT $�`�o, �''��� MIN M,I N r�IN NDID) M; z "MATH" MIN. V P/�- 5' MIN. VAR. 5 MIN.VAR. / �� �4. o� Q'��,���°c�,�` 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND MATH (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD830 EPOCH 1995.5) AS ,. 5 MI AR 6" MIN. , Q 6 MIN. 3 MIN. 2 �\ TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF 3 MIN. 1 1 3 MIN. MUDSILL VAR * 0� \o °&1�-k OF COMPLETION OF F I NAL GRADING I N ACCORDANCE WITH THE APPROVED SURVEYS I N THE OFF I CNE OF THE COUNTY RECORDER OF RIVERSIDE �5 I LL VAR. * * VAR. MUDS I LL �-�-- 5" M I N. Qi°���y��,oP,e"�� --T t z z z ! c� PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52049'02.840 E. _•_.__ r ���QcQ N 1 • 011�lER SOE.S EIiG�EE,R LEGAL VEDC "IOM -: ":• I ENGINEERS NOTE. _ ___ �_ P4a Dle�ERTSIGNING THE PRIVATE ENGINEER THESE PLANS IS CENTEX }�� PETRA GEOT'ECHNI CAL A PORTION OF PARCEL 22 - PARCEL » • 12 P� �, � Q, .+'°• °' "� ACY OF SIGN 12 MIN. 12 MIN. N 4 a RESPONSIBLE FOR ASSURING THE ACCLIR DE WARDLO'w CIRCLE. SUITE 150 27620 COMMERCE CENTER DR. MAP 27387 �A w �, k _ ! .� .._ AND ACCEPTABILITY L i TY OF THE WORK HEREON. i N THE � 4.2� To 3 ��� � � •�. �•_.. sz � � ca 4.2% TO 3 s� �Ax p DjAL,TOLL $$ CORONA,CA. 91720 SUITE 103 4.2% TO 3 THENCE 2X MIN TN-E�NCE 2% MIN 6 MIN, � z EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590-5661 TI- NCE 2 MIN 2: 1 MAX. 6 TYP. - -- - � a 1-- �(�--2�7-2 20% MAX. MIN. 20% MAX. 20� MAX, 2 1 MAX. s I DEWAI_K v� m 8 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 (909) 699-6193 M AT LEA$T TVY�D DIAYB ENG I NEER SHALL BE RESPONS I BLE FOR DETERMINING (909) 699-8197 FAX * -- UNLESS OTHERWISE NOTED * - UNLESS OT�RW i SE CURB• �' BEFORE YOU QK� AN ACCEPTABLE SOLUTION AND REVISING THE PLANSDISTANCE TO THE FOR APPROVAL BY THE COUNTY. """' SECTION C ! V MEASURED PERPENDICULAR TOYTHE PROPERTY GLINE .SECTION B B "ERM"D SERVICE ALERT OF SOUTHERN CALIFORNIA SEAL-COUNTY SEALINGiNEER DRAWN TRACT NO . 23085-- FINAL PHASE I P - SHEET N 0. NOTE;. COUNTY OF RIVERSIDE M-ANNIN�1 ■ DEMON ■ CONNTRUCTION BENCHMARK: T-1-81, ELEV. 1026.428 JLF/JE _ WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART T Q�Ot S51 pN' 2 1/2" BRASS DISK IN CONC. CYLINDER 2,4 ESIGNEo in EL COUNTY 4F RIVERSIDE 1 to SHALL NOT COMMENCE UNTIL AN �d �� Q MILES SOUTHEAST ON HIGHWAY 79 FROM _ I. ENCROACHMENT PERMIT AND/OR A APPROVED BY �� IgE (v� c^y 27555 YNEZ ROAD,SUITE 400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED w ,. O TEWCUL.A,CA PORNIA 92591-4679 ,IT SCF`EDUI..E A �Ir- GRADING GRAD I NG_PERMIT HAS BEEN ISSUED. 4, o � TEMECULA, 53.5 SOUTH OF C/L HIGHWAY _ _ The private enq i neer signing these p I Ons i s C O N E3 U LTI N G ON-6762042 • FAX 909.676.7240 a www.PAF.com 2� � No.64540 79, 3.2 EAST of GT POLE (GT 2453), 300' SCALE AS SHOWN PRECISE GRADING PLAN of SHEETS f responsible i b I e for assuming n the accurac and KHALED A. OTHMAN DATE: �_� �� �_ p �. y R.C.E, NO. 33950 Exp s� n�o7 PREPARED BY: ELIZABETH D. LOVSTFD R.C.F. NO. �Q EAST OF PRODUCE STAND MIDWAY BETWEEN FILE N0. a acce tobilit of the design hereon. In the event ,r B NUMBER p y g FxP. DATE: s- 2 r c1 V 1� EXP_ DATE: s-30-07 P.P. 75580 AND P.P. 75581 ON LINT WITH OLD LOTS 244•-254 AND 2�3 of discrepancies orisin after county approval or during construction, thprivate engineer shall l be F 1`a� FENCE LINE RUNNING N. & S. SET F•IBF'RGLASS 15--1�oa55 a g OF �1- DATE FOR: W.0, C(YJNTY responsible far determining an acceptable solution MAS BY BATE IPPR DATE ._�_ __�_ DATE: _ WITNESSPOST 1 SOUTH OF MONUMENT. REDHAWK FILE N4. and reviewing the plans for approval by the county ENGINEEi? R E V I S 1 0 N S COUNTY MMENDED BY BOYLE ENGINEERING DATE: 65.5 I5 _ .56' " 46.53 _ 16.28 48.62' - -- " 1265 - - 46.53' -----0 64.2 65.5 I 46.36 66.7 TS II N TS - T 71 .30 82.60' I I r •n FL-W I / 67.4 67.0 84.89' TS - - --- TS TS n Cr) 64 rn II � 65.7 ' �, FL FG I / o$ 65.4 v, 0 1C I o 64.5 •2 CV ju I I rn .5 5 I z FIG ��' I I WT FL-W027.38' i FG F 5'0 ._. 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FG FG . 580 ' o 64 26 4.s 61 --- 20' 1 61.94 2% 1 25. FG 9 a 64.7 94 _ 30 30. FS 4 M a 2 FG FS _ Z,2% . 1 --_ ?..Q- 95.0 ' 0 1.75 6 ! FF-1264 10 «r, 1 z _ FS 1 �' 63.3 PE-1263. -7 \ N'=, 7.5 - F 63.4 / %0 8. 77 c,, 4 1 4 1 (�3 l;1 63.4 F1--F� \ .19 61 .49 f 7 1.t MIN. MIN _ --92-.2 12' - 64. 1 \ w I 6 __ 1 Oz Ail _ 1-52 74 ' FG \ \ 1 65 z \ 63.2 N 3.7 TW _ =� 61.48 63.0 FG 1 .69 TF \ FS FG - .. 44 MIN FL 117 In 0. r� o FG FF-1263. -7 10 \ w � TC ,� P �1 \ 1-01 0 O 263.2 74. 19 63.2 Q o / - - 1�N 47.27' 6�� w FG / � Z / t] �.L l���Q'� 0� a off`e��ka�p w DIGSLLERT ��� �`r� t�� ���� 1-01t 6 0 D TOLL FREE IAL O z 1-800-227-2604 20 0 20 41a.-� 60 AT LEAST TM DAYS z BEFORE YOU DR3 GRAPH I C SCAL E Q J UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 i ;E a�.- o�w r r © DRAWN TRACT NO.. 23065-- FINAL PHASE I P -010094 v NOT .---..._. - . ._..._ _+._ ..... ._----. ._�._...__ .-- -____-- -._..._.__._- -__ _._.___ .-_-----.--------_.____--.-- -------_._- ---_ - COJN TY OF' RIVERSIDE _ PLANNING ■ DESIGN ■ CONSTRUCTION BENCHMARK. 02F.4�. JE _-- -- -- __.. 4_ SHEET NO. � 1 E FV 1 8 JLF/ L0 WORK, CONTAINED WITHIN THESE PL_ANS ��� �c. .._c�Q� '� E3�='A` D!`��' IN C' SICNFt7 _ - T PORTATION DEPART T Qa: s N 2' cON C rI.ANDER 2.4 ,F ;BALI_ NOT COMME:NCE: UNTIL AN �_____. _._ �._-. .._ __=-,__�� COUNTY 4F RIVERSIDE 2 MIE F S SOU T�-+E:AST ON HIGHWAY 19 FROM ��/J�' p E NC B O A C HME.N T P F-:R M I I AND/OR A A f'r�R O V F.:D B Y ��;aa���� D [o 27555 YNEZ ROAD, SUITE 400 ,r �, ____._ _._-___-.__ p _-.----.__ ►�, E_RSE_ T�.N OF MAIN AND FRONT ;TREET IN CHECKED GRADING PERMIT HA`, FBF -N ISSUED `'�:, d' ■ ■ ■ TEMECULA, CALIFORMA 92591-4679 G - JT SCHEDULE A ___.. __.--- ._ _.._____ q09 676$042 FAX 0 6 , �, �. _ r .___..._. _---___-__ ... ._... _.._ _ -- - � CONSULT 1 N G �•� 5 SOUTH OFC HIGH A Y _ .� _ __ ____.___-_ _.� T,-e pr ivate en-enS gn'Cig `,hese plans i5 __ _ .. -._...._ .- _ _-- - � _ � �_-__ .___-- " No �,� AX 9 9 767240 . www RBFcom �� E � 4 SCALE OF Z__.SHEETS Q for min the c- r(r and - ---.�---._._..�___--.--------.-- ,_ ._�._.._ __.._ __. _..� __.-.-- ---.-._.-- nA�F � �:� � . 64540 � BAST OF' G r f oL.E (GT 7 53) 30o PRECISE GRADING PLAN _ rewons i b I e assu a.cu z� d , E x - ;; �,, W-__._.____..__ 19 AS SHOWN I r __ _ __ - -..._.. -. .._... ._._.._. - .__..._._ ...._..__ t acceptab. i t of the .fie„�qr her eon. ,r the event _--_--- �-- ._._._.___.._ -.__ .__ � � %� � PREPARED BY: ELIZABETH D. L!�VSTF'(7 _�----�-�_ R.0 f N0. 4 a _ FILE N0OB NUMBFR . �� � FAST OF PRODUCE STAND MIDWAY BETWEEN a of d',scr eponc i e or i s i ng of t.er court y appr r vo I or ...__.__ .__ ____ _____ ------_.._ 4 r Y t�% .�� EXP. DATE: 6-30- 07 P.P. 15580 AND P.P. 75581 ON LINE WITH OLD LOTS 244 « 264 AND � o during cvn�;t r ur t i on, !t',A p► ;�-;t e en .,eer. sha i ! be --- I--- __.___------------- � f:: �`--. .�.���� - - _ � 15-100455 r PSpOnS i b I e for de,ter m i n i n�� an acceptable solution q �_f_.._*�. _.-__�_�_� ___._.__. _.____�__ _._._.._-_.__ _� _ -__� ______ �� OF _ _N UN RCLAS. Art �pR- W.O. COUNTY = �� � FENCE LINE RUNNING N & S SET FIBS 7 � MA, BY DA APPR. BATE. �-_ _-�J AT- T F' T l) 1 NT _. �__-__. and reviewing the G I Gr, for aper ova I uy the count y - „ FC E V ! `.� r_1VVE:NDED ____._� _ --_ .--. ---- .- _ _.__ D E: ------.--�------ -- WI ;NESS OS 1 SOUTH OF MONI. ME. FUMHAWIC F'ILE' NO. E�G I JEER I COUNTY