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HomeMy WebLinkAboutLot 10-19 Precise Grading GRADING NOTES 1 , ALL GRADING SHALL CONFORM T4 THE UNIFORM BUILDING CODE. ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. PRECISE GRADING PLANS 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL IS LESS THAN 10' TRACT NO 23065 TEMECULA CREEK , 2% IF CUT OR FILL IS GREATER 6 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 MUM CUT AND FILL SLOPE = 2: 1 . 4. PROVIDE 5' WIDE 8Y 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP - vola OF ALL FILL SLOPES OVER 5' HIGH. 4 PHASE v COUNTY 5. ALL GRADING SHALL BE OOt�1E UNDER THE SIIPERV I S I ON OFA0 ' CALIFORN' IA ' 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. • y PROJECT • fi. A SU I TABLY QUALIFIED AND F2EG i STERED P�tOFESS I OVAL SHALL SAN I T TO THE c � . 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 STORMJw FLOWS, ALONG TOP CUT OF SLOPE. 39-CINITY..MAP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS NOT TO SCALE GREATER THAN ONE FOOT, '� '� ; �1 io TONNSFi I P � SOUTH RANGE �,,,,, HEST SECTION �$_ 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH " E RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION LEND BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE STORM DRAIN S.D. ACCESS RAMP -- - FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING19 SH LOW POINT L .P . AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATIONT2 LOT NUMRFR -- -� - X DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS ____ _ �.__-------•----- TOP OF SLOPE ----------- - T .S. Q BEEN DONE IN CONFORMANCE WITH THE RECOMNEI�AT I ONS OF THE _ ___~^ W v _ __ _ -~ GRADE BREAK - G g INDICATES LOT NLAABER -- 32 SITE INVESTIGATION REPORT. PE VA.UAM WAY LANDSCAPE DEVELOPMENT -- L.D.Z. (LDLEFTEGARAGE; RS UNIT YRIGHT GARAGE) 1L 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY E- ��-�� .� RIGHT OF WAY --,------ --�- R/W INDICATES FINISH FLOOR ELEVATION FF=1173.0 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED EDGE OF PAVEMENT ----- - E .O.P. INQICATES PAD ELEVATION ------ PE•1172.5 PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. WATER BLOWOFF -Y TOP OF CURB �0 T.C. THIS LOT REQUIRES A BACKWATER VALVE 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL !-EIGHT PER SECT . 409 OF U.P.C. PER APPROVED AND FILL SLOPES EQUAL TO OR GREATER THAN 3 I N VERT I CAL �._Ow LINE - -- F.L. [�rr FE I GHT SHALL BE PLANTED w i Thi GRASS OR GROUND COVER To WATER AND SEWER PLANS. ( SEE INDEX MAP ) 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. 60 FINISHED GRADE --- - -�- F.G. EXISTING CONTOUR � -(14 30)--- ' t • 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND FINISHED SURF ACE --- F.S. STORM DRAIN & CATCH BASIN -- - �.------ HAS BEEN CLEARED OF WEEDS DEBRIS, TOPSo i L, A1�] OTHER DELETERIOUS MATERIAL. GARAGE FLOOR GF Q000.0 2: 1 SL OPE F I N I S71ED FLOOR ---- - �-F- CUT--F I i_.L -�i-- - --�E-- �- 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE � 0000 0 PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM AIR RELEASE VALVE _ NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE WATER ,SERVICE ---- w --- - --- -�� APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT - - OF FILL MATERIAL. SEWER `:ERV I CE �� FIRE HYDRANT «-- 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION Sc,Ai._L: 1"wao' INDICATES AMOUNT of Y OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE �-. X DRIVEWAY VEWA - EXTRA DEPTH FOOTING CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND CONSTRUCTION NOTES & QUANTITY ESTIMATE 40 0 40 84 120 STREET LIGHT - -------- -------- -- p�•---w---� DAMAGE TO ADJACENT PROPERTIES. III N0, QUANTITY UNIT SLOPE ( ! nFOOTING -- EXTRA DEPTH 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED Q1 LOT GRADING ( 1Q LOTS x 50 C.Y. ) 500 CY GRAPHIC SCALE METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10). 50' 50' 54' 50' 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE TO FUNCTION, ESPEC I ALLY DURING STORM COND I T I ONS. PROTECTIVE GRADING NOTES CONT . MOE ,Ma P MEASURES AND 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 FLAN 2 PLAN 3 �, PLAN 4 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION 00 TO GROUND COVER, SHALL BE PLANTED WITH APPROVED ENGINEER D A TO00 TENTH (1 -5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE TREES, SHRt1QS, OR COM�3 I NAT I ON THEREOF. SHRUBS SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR TR BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER S UCTURES SHOWN ON THESE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, C4 30' I N VERTICAL HEIGHT. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12" MIN. ABOVE PAD ELEV. 0 © " TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR �- - --- -- - d' 18. A REGISTERED CIVIL ENG I NEER OR LICENSED LAND SURVEYOR SHALL PERMANENT I RR I GAT I ON SYSTEMS WITH BACKFLOW PREVENTION STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE DEV I CES PER U.P.C. CHAPTER 10.R. TO THESE LINES OR STRUCTURES. _ROUND OFF TOP o SPECIFIC ELEVAT I ONS ARE REW I RED. THE ELEVATION (WITH 25. CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PERIMETER PRACTICES, CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION P/L TYPICAL. OVERALL FOOTPRINT DIMENSIONS RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. I F AN ELEVATION CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 4 MIN. c� BROW DITCH SHALL BE IN PLACE UPON COMPLET i ON of PROPOSED GRADING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. - SCALE 1~ 40' N 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 DISTANCE 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 To, DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY. Pip PEv -0 2'MITI. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STRUCTURES ARE I N PLACE PRIOR TO COMPLETION OF THE PROPOSED REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. - ! A STREET IMPROVEMENTS. �� AT NOT LESS THAN 1/2" PER FOOT FOR A M I N I MUM OF 3 FEET. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONSIII ! ! 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE SEC11ON U 21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. A A ` oz SHALL BE PERMITTED" . SHALL ADHERE TO CURRENT NPDES GUIDELINES. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR UABLE FOR, UNAUTHORIZED FoR REAR YARD SLOPES GREATER �p� o ���� A � � ___._. to CHANGES OR USES OF THESE PLANS.w ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5' IN VERTICAL HEIGHT �.Q5' \� ,�� ��`A ` BY THE PREPARER OF THESE "PLANSO. �`yc< ,pry 15 nP. t5' 1'11►, •� 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE �� FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. BASIS OF .,BEARING: �, , a�T � - -J - TM E BEAR I NGS FOR THIS SURVEY ARE BASED ON THE L I AE BETWEEN STAT I ONS"TRAK" o �� °` �� +> ( T B 5' 5' B (ti c 5. C 23. A SU I TABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT "MATH" P L ��' �`�� �`��`��� MIN MIN MIN M i a. NAD83 EPOCH 1995.5) AS P L 5 MIN.VAR. �� r , 8 rte } ��} cL AND MATH (POSITIONS T I ONS PER NATIONAL GEODETIC " 5 MIN. YAR. / 5 MIN. VAR. 6" �!I N. _._ _.__�__ �,,, �� �C�,q g�4 °� �. TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERT iF I CAT I ON SHOWN ON T1-E MAP F I LED I N BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF 6 MIN. ,--- - _ 3' MIN. 2' G� �� -� �`��Q��a�� 3 MIN. 1 1 3_MIN. �.. _ w. 4. ��, 0 Q r OF CUMPL_ET I oN of FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER of RIVERSIDE MUD VAR. . � MUDS ILL VAR. * OBJ QQ'�,�° ,,� c �o� __. PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52049'02.84" E. SILL R VAR. MUDSILL fi MINS P �� ��°��p,�� - z s� __.__ r�5 Q .. H bf ...... CRs I TS: owmn - a_EIi�ME R LEGAL MSC TION d P QM Af _ h&ERT. THE PRIVATE ENG I NEER SIGNING THESE PLANS IS CDM HOMES PETRA GEOTECI••NN I CAL A PORT I ON OF PARCEL 22 - PARCEL " + , 12" MIN. P pE.R RESPaNS I BLE FOR ASSURING THE ACCURACY OF DESIGN 12 MIN. 12 MIN. -- ��,N o z ' �, WARDLOW CIRCLE, SUITE 1:50 27624 CENTER DR. MAP 27387 �._. � •_, to DIAL TOU FRM ASU ACCEPTABILITY OF THE WORK HEREON. IN THE CORONA,CA. 91720 5u I TE 103 " _ sx 1-800-227-2600 EVENT OF Q I SCRE-PANC I ES ARISING AFTER COUNTY Tom,,, 909.279.4040 TE MECULA, CA 92590--5661 2% MIN. 2: -2%- MIN. fi MIN. � �+x � '�.�r ° 1 MAX MAX. '. 6 TYP. 2X MIN. �p.N > � Z APPROVAL OR DURING ION, THE PRIVATE FAX . 909.273.2100 (909) 699- 193 20% MAX. - MIN. 20% MAX.- 20 MAX. 2: 1 MAX. S I DFWA�K oc AT LEAgT'1'MIC! t�1Y� ENG I NEER SHALL BE RESPONSIBLE FOR DETERMINING (909) 699-$197 FAX * -� UNLE 0 R - � c� pEF�RE YOU Db AN ACCEPTABLE SOLUTION AND REVISING THE PLANS SS THE WISE NOTED * UNLESS OTHERWISE NOTED CURB f FOR APPROVAL BY THE COUNTY. .� X DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER � CAL�OFNVIA sE CION B B SEC71ON C C MEASURED PERPENC�I GULAR TO H PROP Yc-d T E ERT LINE. • SEAL--COUNTY SEAL-ENGINEER 4 COUNTY OF RIVERSIDE DRAWN TRACT NO.23065---4 PHASE 4 IP PLAMNrMD ■ OEldl[!IN ■ CONBTRUCT1O111 BENCHMARK: T-1-81, ELEV. 1026.428 JLF�jE SHEET NO. 4 WORK CONTAINED WITHIN THESE PLANS T PORTA`TION DEPAR T pFE S SI p 2 1 2" GRASS DISK IN CONC. CYLINDER 2.4 t SHALL NOT COMMENCE UNTIL AN �� ,y / Es C,NED ENCROACHMENT PERMIT AND/OR A APPROVED BY b �� MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDE 1ul GRADING PERMIT HAS BEEN ISSUED. ,_��� ���`�'� jr�� ��, ■ ■ ■ 27�Y�Aaao' �� INTEF SECTIION OF MAIN AND •FRONT STREET IN CHECKED � The private engineer signing these plans i s _� TIwlEcuu►•c�A�2gd1-4679 TEMECULA, 53.5' SOUTH OF CIL HIGHWAY MAT A d CON 13 U LTI N G 909.676.!x042 - FAX 90.676.7240 - www.RBF com responsible far assuming the accurac and KHALED A. OTHMAN DATE: No. 43090 '�' 79, 3.2' EAST OF GT POLE (GT 2453), 300' SCALE OF 2 SHEETS acceptab i I i ty 4f the design hereon. n the event R.C.E. No. 33950 "` Exp /31/04 AS SHOWN PRECISE GRADING 1�'LA1� PREPARED Y: MICHAEL A. T PAN R.C.E. NO. �3�� EAST OF PRODUCE STAND MIDWAY BETWEEN FILE N0. Q of O i screpanc i es or i s i ng after county approval or EXP. DATE: s- Jr �'!V 1�- ��� EKP. DATE: 3--3�-04 P.E . 75580 AND P.P. 7'S58t dN LINE WITH OLD ae NUMBER 15-100455 a during construction, the private engineer shall be FENCE LINE RUNNING N. S. T FI RGL A , Z "L SE 8F SS DATE fZ ' responsible for determining an acceptable Solution MARK BY ❑ATE APPR. OATS �F �M►�� Z FOR: and reviewing the plans for approval by the county R E V I S 1 0 N 5 - MNtI�NDLD 8Y BOYLE ENGINEERtNG DATE: - DATE: I a WiTNESSPOST 1 SOUTH OF MONUMENT. ° REDHAWK W. COUNTYLO ENGINEER COUNTY momFILE N0, • i 0 4111W 4 ? 00? -q am aml-M t •� , !a • *49 P A R C INIA F -6' 1\10 , 270107 0 U R QC r 59 / r" / �"•�' i •� --�- ••�•"" 4 .60' 59.81 ' 60.00' - ( 60.p0' ... .. .. . . 60.00' .. 60.00' `T' �• 01 r\ R ..� �- • _ _w__. I 53.74 fi.05 N 84 - i ! � - ao 7 4 1 .OX ...-.- 1 .0� 36.7 t� 1 .0 � 1 .0% I of 1 .0% it 1 .4% 1 . � 1 .0% o FLS T 7 86.a r N " :8�7:- �5 N I �( "� FL-+� 1 . ,� 86.3 C ( FLAB ,� r 1 .t7X 1 .4 U 88.4 N ( N 89.0 , 69 a N �'� © .....,.�.. r 7.82 �� 1 FL--GB FL D 1 o gg.'t a; \ 5.5 n 5 - .8 5' S 5.06' S' Q LOO • r a7 p 1 O ti /T3 lei d FFA 1189.2 .1 rrJFF=1187. 1 I FF-11 @7.4 .-- f'F 11880 p 2R 1 FFr 1189.8 1 11 , 1� PES 1 te8.7 r-' FF 1t90.S1N PE 1186.6 PE=1186.9 �j F'E 1167.5 FF=1188.6 •3 N ( O PES1189.3 .- PE.,1190.0 FF=1186.8f'E 1188. 1 PE-1186 .3 N 1 G � Z ..._. . 1188.3 �C� '� � o ► GF*1188 �:`� o �� o , 4 1.5 ' 6F 96.6 F \ r G 9 FG =1 1911 C 3 6Fw1189. sF=1190.0 I • � � 5.62` .? $� y r K 8 ,3 I I .� C3 c� •3 ad r. F_ 89.1 FG ooFIG vs v, 87.5 FG ap 6 '" '° 'o y� •b \ ! <.�,. �- a �ir' &,� A N N �► cs .,, + . ` o �$+ FG 1 • �. •/ �,p �7` / c�i 1 • �• •' •� cy Irr"X 1• r,�► C-4 �'�• •�$ •, , .76 42. 24' 60.00' t 60.00' pQ' �� N 60 OQ 4 7. 64.01 ,,�.,, ,.•, 1P) ark r _ s w m w s s w w 5 s ww s w S ' s w Ak a Ao% g 6ALWATM S 40 It 9 NJON WILLIAM WAY _. -- 61 .89 74 . 33 ' 13?_.32_ ' 75 •• �J 100o .100 00 y -, �/'► _ oe0000N t-0 N r \_ Com' cr) r•;� rn Q' r 0r r I 1 .01 1. N SCALE: 1"-2o y. 20 0 20 40. 60 :, .• GRAPHIC SCALE !&ERTofD10 DIAL.TOLL FREE � ��.a°`��® �,�,� r� � �o oo 1--800 227---2C� ���,���°�� px0 0�o �v oo AT LEW TM DA" pto moi, � 14EFCFM YOU D!Q �0 Bay° a Pry P��oSti J UNDEFOOM SERV"ITT OF 3OU1NEFi�1 CALIFORNIA d D NOTE: SEAL-COUNTY SEAL-ENGINEER COUNTY OF RIVERSIDE PLANNING ■ DENIGN ■ CONlQTRUCTION BENCHMARK: T-1--81, ELEV. 1026.428 DRAWN ALF/JF- TRACT NO. 234fi5-•4 PHASE 4 P -- SHEET NO. WORK CONTAINED W I"THIN THESE PLANS T PORTATION DEPART T N 0 SHALL NOT COIvfIu1ENCE UNTIL AN ��pFE5S/4�,'l MI 1/2 BRASS DISK IN CONC. CYLAND(R 2.4 E:sicNE� FE JG `�q LES SOUTHEAST ON HIGHWAY 79 FROM / COUNTY OF RIVERSIDE 2 I I'' ENCROACHMENT PERMIT AND/OR A APPROVED BY ���, � � A, 1 �y ■ . � 275�,1rr�EZ ROAD,sufrE 400 INTERSECTION OF MAIN AND FRONT STREET IN cHECK�o � � .. 8 GRADING PERMIT HAS BEEN ISSUED. i ��� 111. TE#�ECtIL.A,cALJFoRMA 92591-4679 TEMECULA, 53.5' SOUTH OF C L HIGHWAY SCFEDULE . A , MAT e pr i v a t e engineer signing these plans i s CONSULTING 909-67.6-3042 ■ FAX 909.676.7240 • www.PeF.com / I responsible for assuming the vGcuracY and No.43090 79 3.2' EAST OF GT POLE (GT 2453) 300' SCAB F OF SHEETS resp tabi I it r the des hereon. In the event DATE "` AXP 3/ 1/a� AS SHOWN PRECISE GRADiNQ PIAN A y 9n PREPARED 8 MICHAEL A. MAN R.C.F. N0. g EAST OF PRODUCE STAND MIDWAY AETWEEN of liscrepancies rr is'Ing after County approval or `fr �1 V �� � EXP. DATE:r3 311 -o P.P. 75580 AND P.P. 75581 ON LINE NTH OLD e NUMBER FILE N0. a �` 15--100455 LOTS � � rr• dur r ng construction, the private engineer she I I be �t�- �p� _ FENCE LIFE RUNNING N. & S. SET FIBERGLASS espansible for determining an acceptable solution �F C1►�� DATE: t o WITN 5SP ST 1 SOUTH OF MONUMENT. DAT FOR: W.O. couN`Y and reviewing b lthe plans for ravel o the count MARK BY DATE ,I�ppR pATE __Y_ I z p S RFUHAWIC FILE No. Pp y y INEER R E V I S I O N S COUNTY MENDED DATE: r, Q C 24 -002,,