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HomeMy WebLinkAboutLot 197-204, 276-280 Precise Grading e GRADING NOTES PRECISE GRADING PLANS 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457, 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 TRACT NON 23065 TEMiiECULA CREEK 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 , FINAL PHASE_ J 4. 0 PR VIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COUNTY OF RIVERSIDE , CALIFO NIA COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL NORTH HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL OMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. 6. 1 A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE � PROJECT BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO SITE REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CVT/FILL SLOPES. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR, Q STORM �00 �► FLOWS, ALONG TOP CUT OF SLOPE. �01 VICINITY MAP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS NOT To SCALE GREATER THAN ONE FOOT. ?01 TOWISHIP JL SOUTH RANGE -2, WEST SECTION -20- 9. 29. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH EET 2 RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION LEGEND BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE �01 _ _ __� FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING _ mm STORM DRAIN S.D. ACCESS RAMP■ AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION ' ■ LOW POINT L.P. LOT NUMBER X DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HASOA TOP of SLOPE T.S. a BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE ■ R INDICATES LOT NUMBER 32 8�m � GRAD SITE INVESTIGATION REPORT. 1 EE BREAK G.B. HE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY ■ INDICATES UNIT TYPE 1L 10. T _-- (L-LEFT GARAGE; R-RIGHT GARAGE) � � LANDSCAPE DEVELOPMENT L.D.Z. DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT RIGHT OF WAY R/W INDICATES FINISH FLOOR ELEVATION FF-1173.0 ADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED EDGE OF PAVEMENT E.O.P. INDICATES PAD ELEVATION PE=1172. PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. i WATER BLOW-OFF 00 TOP OF CURB ��' 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT ��' T.C. THIS LOT REQUIRES A BACKWATER VALVE 01 AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL � FLOW LINE F.L. PER SECT. 409 OF U.P.C. PER APPROVED BVV HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO / WATER AND SEWER PLANS. ( SEE INDEX MAP ) PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL HIGH POINT H.P. TRACT BOUNDARY OF FINAL INSPECTION. .Ao, F I N I SHED GRADE F.G. EXISTING CONTOUR r.------(I 4 30)---' Q 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND �i FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN •- �"•"- HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER ?i 0 DELETERIOUS MAT 2: 1 SLOPE MATERIAL. � GARAGE FLOOR 40 0 40 80 120 Z GF 0000.0 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE F I N T SHED FLOOR 0000 0 CUT-FILL - ---��- - -.a�-- �-- PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM &FAPHIC SCALE NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE WATER SERVICE r W AIR RELEASE VALVE --p-L� APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SEWER SERVICE S FIRE HYDRANT 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION CONSTRUCT I CN NOTES & QUANTITY ESTIMATE INDICATES AMOUNT ofDRIVEWAY OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE EXTRA DEPTH FOOTING X CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND NO. QUANTITY UNIT STREET LIGHT DAMAGE TO ADJACENT PROPERTIES. ( LOT GRADING ( 13 LOTS x 50 C.Y. ) 650 CY 11111111 . 0 � I SLOPE EXTRA DEPTH FOOTING � o 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS 0 0 ' AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10) . 35 35 ' 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST 35 35' 35' 1�0 CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE GRAD I NG NOTES ( CONT . AVEX MAP 35 MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT r` ADJOINING PROPERTIES DURING GRADING OPERATIONS. 24 EROROSEA CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH PLAN 3 P�1N 4 PL..AN 5 u PLAN 1 - - PLAN 8 E ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED n � � 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION a. � � � � TO GROUND COVER, SHALL BE PLANTED WITH APPROVED W TENTH ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE w BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE ENG/NEER' NTIDE CONTRACTOR 30' IN VERTICAL HEIGHT. PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE � ON CENTERS. SLOPES OVER 4 I N VERTICAL HEIGHT SHALL HAVE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE. 18. A REGISTERED CIVIL ENGINEER OR LIGENSED LAND SURVEYOR SHALL PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12" MIN. ABOVE PADELEV. SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE DEVICES PER U.P.C. CHAPTER 10.R. TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN. AND ANY OTHER LINES OR - TYPICAL OVERALL FOO 1W DIMENSIONS - STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ROUND OFF TOP coo oo SPECIFIC ELEVATIONS ARE REQU I RED. THE ELEVATION (WITH 25, CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PERIMETER TO THESE LINES OR STRUCTURES. -- - - SCALE 1" = 40' RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION P/L WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 4' MIN. w APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRA I NAGE PRACTICES, CONSTRUCTION CONTRACTORS WALL BE REQUIRED TO ASSUME SOLE AND COMPLETE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. T moi POINT CV INCLUDING5 0 OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY PIS OR, -4.3'MIN. I 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS 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 STREET IMPROVEMENTS. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, CA 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. 2fi. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS 5\ ' * z z 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SYVPPP IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, -- Q` -�� --= � � SHALL BE PERMITTED" . ON, AND SHALL BE RESPONSIBLE SEC110N A A \Jti �� 6. A SHALL ADHERE TO CURRENT NPDES GUIDELINES. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. ��o� ,� L, FOR REAR YARD SLOPES GREATER 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE BASIS O BEARING CAUTION: THE ENGINEER PREPARING THESE PLANS WALL NOT RESPONSIBLE FOR, OR L.IABL.E Fit UNAUTHORIZED •(-1 ,\''c�1'� vP u°,��o fir` WIqp, 15� 0 . CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5' IN VERTICAL HEIGHT �� .�yq� �o���Q�a ��� W FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. BY THE PREPARER OF THESE "PLANS". G4 QPM` �r1 ( I (17lPT THE BEAR I NGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STAT I ONS"TRAK" �• O �1� 'gr oti. �p��� 5 B 5 5 B C 5 C 23. \,\�Q-� w�� +�� o� �� MIN � MIN MIN � MI 4 A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY NAD83 EPOCH 1995.5) AS P/L 5' MIN.VAR. P/L 4 o Q ��' �� TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION 6" MIN. 5 MIN. VAR. 5 MIN. VAR. " - PQa� 4 � NotID) _ ��) z SHOWN ON TFE MAP F I LED I N BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF 6 MIN. 3' MIN. 2' ��` oVa�a4r�o�`r OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE � 3' MIN. 1 ' 1 ' 3' MIN. MUDSILL VAR. * " t°. �`'•10���`�~� � `- MUDS I LL \w VAR. * * VAR. MUDS I LL ___ 6 MIN. ���`Q�p� ,y�'° - �___ z z o ANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52*49'02.84" E. ._.. v 1 ' `rQa�� a M N Q ENGINEERS NOTE: OWNER _ SDE.S EN�IIMEER I.E�iAL DESCRIPTION . . d DIVERT I " )< W TI-� PRIVATE ENGINEER SIGNING THESE PLANS IS �� HOBS PETRA GEOTECI-�V I CAL A PORT I ON OF PARCEL 22 - PARCEL " 12 MIN. R � �f RESPONS I BLE FOR ASSURING THE ACCURACY OF DESIGN 12 MIN. 12 MIN. PE - WARDLOW CIRCLE, SUITE 150 27620 CENTER DR. MAP 27387 pLP,N o , DIAL TOLL FREE AND ACCEPTABILITY OF THE WORK HEREON. IN THE 4.2% TO 3' " n CORONA,CA. 91720 SUITE 103 2% MIN. 6 MIN. r EVENT OF DISCREPANCIES ARISING AFTER COUNTY 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION. THE PRIVATE FAX 909.273.2 0o TEL 909-279.4000 TEMECUI-A� CA 92590-5651 THENCE 2% MIN 2: 1 MAX-.--- 6" TYP. 2% MIN. 20% MAX. �� _ y o -- 20% MAX.- 2 1 MAX. S I DEWALK Q 909 699-6193 20% MAX. MIN. IL AT LEAST TM DAYS ENG I NEER SHALL BE RESPONS I BLE FOR DETERMINING (909) 699-6197 FAX Cie � * _ f T AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNLESS OTHERWISE HE RWISE NOTED * - UNLESS OTHERWISE NOTED CURD 77 BEFORE YOU DIG FOR APPROVAL BY THE COUNTY. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIASEC11t7N B -" B ECT�QN ,,,�, C D I STANCE FROM RIGHT OF WAY TO THE GARAGE CORNER z MEASURED PERPENDICULAR TO THE PROPERTY LINE. NOT _ SEAL-COUNTY SEAL-ENGINFFR COUNTY OF RIVERSIDE DRAWN TRACT NO.23065-• FINAL PHASE IP - PLANNIM['J ■ DE®10N ■ CCIN■TRUCTION BENCHMARK: T-1-81, ELEV• 1026.428 �L;w/�E SHEET N0. a WORK CONTAINED WITHIN THESE PLANS U SHALL NOT COMMENCE UNTIL AN T PORTATION DEPART T ��pFE5S1041, 2 1/2" BRASS DISK IN CONC. CYLINDER 2.4 DITSICNED ,• ENCROACHMENT PERMIT AND/ORA APPROVED BY �a A MILES SOUTHEAST ON HIGHWAY 79 FROM EL/ISG COUNTY CSF RIVERSIDE 1 in GRADING PERMIT HAS BEEN ISSUED. �� ���`� j�� ``A ■ ■ a 27555 YNEZ R°AD1 SUITE 400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKFD d• ��� TENACULA.CALIFORNIA 92591-4679 TEMECU!LA, 53.5' SOUTH OF C/L HIGHWAY ~ o The-private-engineer signing these plans i s 4j C O N S LJ LTI N G 90W676.8042 " FAX 909.676.7240 " wwwRRF.com MAT SCHEDULE A 0 responsible for assuming the accuracy and " No- 43090 79, 3.2" EAST OF GT POLE (GT 2453), 300' SCALE PRE OF__L_SHEETS In KHALED A. OTHMAN DATE: Exp 3/31/04 " AS SHOWN PRECISE GRADING PLAN acceptab i I i ty of the design hereon. n the event R.C.E. N0. 3395(7 {x PREPARED BY: MICHAEL A. MAN R.C.E. No. EAST OF PRODUCE STAND MIDWAY BETWEEN 43Q9Q_ FILE No. �. odiscrepancies gconstruction, arising after county approva I ar EXP. DATE: s 2 Jr CIV V �` �`� EXP. DATE: 3-31--04 P,P. 75580 AND P.P. 75581 ON LINE WITH OLD °� NUM�t~R � LOTS 197-204 & 2»-280 urging construction, the private engineer shall be 15-100455 0 responsible for determining an acceptable solution 'ff CoQ _ FENCE LINE RUNNING N. & S. SET FIBERGLASS MARK pY DATE AF'PR. DATE �fi C��� � BATE �. FOR: E W.O. COUNTY � and reviewing the plans for approval by the county -- R E V I S 1 0 N S -- DATE: S _� d3 WITNESSPOST 1 SOUTH OF MONUMENT. 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FS FS N 76.47 F cr FS ao I TC t ` cn 9.57 I `" •r 5.17 Fs �. i 77.07 76.8 � 2 15 TC I ��'• "o .12 GF-12 T 1277.0 FG loe �\ N .6 77.0 ( I FG J 1 93 9 .1 09- ril 4 Q FG I BW 1 i 2A • � 1,5 � 127 '< I 78 i i "•' 7'9 76.0 � 15 5* � J \z I FL G8 -5 80 r. 9� I'Of { 1R 1 1 14 \_LR I 6R I S \ ' FF=1278.3 =1277.a � ( FF=1277.5 •. 75.8 PE PE=1277.0 I -LP FF=1276.7 I I 75.3 IE _ t 1 t' S \ ` 6 z 77.0 C- I PE=1276 E j 1b v •�, �g•� h �•F4 .12� 5 :T7.13 I � = G.0 FG 5. � 76,2 6-5� ca .2 FG FG n 79.01 co 0 I 1 13 2' TC co z o { rn 77.5 I I `� '`ti$ao 5 •� \ 038 'o y I FL-W I i 76.8 _ 76.0 75.0 I E I 1 - ,r { 9 77.9 1 FL-1-P FL-W 75.s FL 1 FG I to l 0 75.2 1E �• V) �, _ __. _ _ _ 77 Homo- . I 142 LF I rn QF' Q• w "� LLJ FG "N' PVC _ S0.005 o N ` LA- 76.8 A- LLJ 7s.8 � FG - AGE 00 ` 1 C f 10 PR VATS DRAIN _ 1to s r EASED �I cn W 39.54' 20 0 20 4o so 21 .50. 2& z r U- 82.43 - 82 43 0 '1°� • TC GRAI H I C SCALE 09O ASO U SLLERT �� °F� a DIG -� a', Opp p��`�'c' s'% DIAL TOLL FREE �v��-jo �°�� rlo � 1--800-ZZ7 26� PPP ��p ,Sr���e\ J`c\16 �L'�o W �E $P��r t\0' Guntiy�m9�e C� AT MAIM r*O DAYS tom` v� BEFORE YOU DIG qe�`�```°5� to�e °\ pre 91014' bg K UNDERGROUND SERVE ALERT OF SOUTHERN CALIFORNIA pis p v NOT �� �� S>FAL-COUNTY SEAL-E7�t 'l-�? Q • --- COUNTY of RIVERSIDE ^ PLANNING ■ DEMON ■ CONSTRUCTION BENCHMARK: T-1--81, ELEV. 1026.428 DRAWN ALF/JE TRACT No. 23aG5-' FINAL PHASE IP -Q10094 SHEET NO. WORK CONTAINED WITHIN THESE PLANS - T PORTATIDN DEPART T SHALL NOT COMMENCE UNTIL AN vG 1 `=`S t o 2 112" BRASS DISK IN CONC. CYLANDER 2.4 DESIGNED EL JG o p MILES SOUTHEAST ON HIGHWAY 79 FROM / COUNTY OF RIVERSIDE 2 f NCROACHMENT PERMIT AND/OR A APPROVED B Y ��, %��` A. j� 27555 YrEZ ROAD, stx1E aoo 0 _PERMIT HAS BEEN ISSUED. y ■ ■ ■ INTERSECTION OF MAIN AND FRONT STREET IN CHECKED 91- GRADING ` �� TEMECULA. CALIFORNIA 92591-+4679 MAT SC�"�E�U,,.E A fife private engineer signing these plans i s -`"' y TEMECULA 53.5 SOUTH OF C/L HIGHWAY - _ �, CONSULTING U LT 1 N G li09.878.8042 • FAX 909-676.7240 • www R8F corn 79, 3.2 EAST OF GT POLE (GT 2453), 300 SCALE As SHOWN PRECISE GRADING PLAN OF 2 respons i b I e for assum i nq the accuracy and DATE: No. 43090 a SHEETS EXp 3/31/04 EAST OF PRODUCE STAND MIDWAY BETWEEN Q nr_ceptabi I ity of the design hereon. In the event ---------- - � � PREPARED BY: MICHAEL A. AN R.C.E. N0. �Q_ FILE N0. p of discrepancies arising after county approval or J' 1 V�� �ti� EXP. DATE: 3-- 1-04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD oe NUMsEs? a during construction,on, t� - ---- p � FENCE LINE RUNNING N. & S. SET FIBERGLASS the private engineer shall I be r9 15-100455 L0 '" 204 �D �-O ' Z� responsible for determining an acceptable solution - �- 4f C���E MAf2K 8Y DATE APPR. DATE rj� DATE FOR: W.O. COUNTY = and reviewing the plans for approval I b the count - -- LWKMMFNDED �- - DATE: WITNESSPOST 1' SOUTH OF MONUMENT. REDHAWK FILE No. P PP Y Y � ENGINEER R E V I S I Q N S aDATE: �_---- MAY 0 7 .2008