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HomeMy WebLinkAboutLot 1-46 Precise Grading r ti F19AC F I (:) m 241815 311 IRE CISIE Q TO CORONA RA�tO CqL/�pROAD PHASEVI�B37�46, ROJECT SITE IN CITY QF TEMECULA, STATE QF CALIFORNIAA TRACT N°•2�186�2 45.00' 45.00' 44.0 ' 44.00' � PAUBA ROAD SANTIAGO R *CABE DR � O MODEL "2" MODEL 'I MODEL "3" 14 �fFNq C) " " o C> � o PID FIGO �qy MODEL 1 o ROAD HWY. 79 Ga TO SAN DIEGO TOWNSW 85. RANGE 2W. SECTION 8 16.17 1s.00' 4.83' I SAN BERNARDNO MERIDIAN 26.92'_ .9 ' VICINITY MAP TYPICAL OVERALL FOOTD�MXM 'L NOT TO SCALE N.T.S. -t m ' -GRADING NOTES 3'N/M. 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1444 LWORM BLILDNG CODE 15770 O CHAPTER 33. AS AMENDED BY ORDINANCE 93-04 Z � 4z 2. MWW BU[DING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 17.. DRAINAGE SWALES *#•o Q�� " : SHALL BE A h1N h1 OF 0.2' DEEP AND SHALL BE CONSTRUCTED A h1rNI'1UIM OF 2" FORM �� -9�` �,,. I �:i TOPS OF CUT OR FILL SLOPES. �`�' O 3. MAX" CUT OR FILL SLOPES = 2=1 w w I C TOP I Z N I 4. PROVIDE 5' WIDE BY 1' HrGH BERM OR EQUVALE'NT ALONG THE TOP OF ALL FIL SLOPES OVER OF I 51 M I SECTION A-A 5' HIGH. SLOPEbt A I A I 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER C C ELEV. MUST BE EQUAL WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL 506"T A I5, �1 TO BLDG. PAD ELEV. OR FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.HIGHER. CORBIE STREET G. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY of TEMECULA ENGINEERING MI I VARIES 5' MIN. DEPARTMENT WRITTEN GERTIFIGATION OF GOMPLETION OF ROUGH GRADING IN ACCORDANCE 3' I SIDEWALK 3' VARIES WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BULDING PERMIT. I -MIN-71 z U N DERDR AI N CERTIFICATION SHALL BE TO LINE. GRADE, ELEVATION, AND LOCATION OF GUT/FILL SLOPES. • PIPE PER CITY MIN. 7. PROVIDE BROW DITCH. DESIGNED TO HANDLE 100 YR. Q STORM FLOWS. ALONG TOP OF CUT Z � � DETAIL STD. SLOPES. �. r DRAWING 303 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. • 2. M q ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE CURB ALT. SWALE i'.'f PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS DATED APRIL 26. 1446. UPDATED O STEEP J_VE 26. 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO STREET STREETS - THE ENGNEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DE51GN RECOMMENDATIONS AND • CERTIFICATION THAT GRADING HAS BEEN DONE N CONFORMANCE WITH THE RECOMMENDATION DEEPENED FTG AS REQ D. (SEE PLAN) INDEX MAP of THE PRELMARY SOILS REPORT_ SCALE : 1" = 120' 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE PLAN VIEW SECTION C-C C909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND N.T.S. ALTERNATE DRAINAGE INSPECTION. THIS IN5PEG TION MUST BE APPROVED PRIOR TO BUILDING PERMIT ( LEGEND FINAL INSPECTION FOR EACH LOT. TS TOP OF SLOPE C FIRE HYDRANT 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTIGAL HEIGHT SHALL BE PLANTED WITH GRA55 OR GROUND COVER TYPICAL LOT DRAINAGE DETAIL TC TOP OF CURB STREET LIGHT TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE. SECT. 1706 PRIOR TO THE APPROVAL OF FINAL INSPECTION. TF TOP OF FOOTING o CATCH BASIN 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. B/W BACK OF WALK DEEPENED FOOTING 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4' PER N R/W RIGHT OF WAY FOOT FOR A MNMrJM of 3 FEET. C/G CURB AND GUTTER .5 (INDICATES DEPTH OF D.F.) 14. A REGISTERED CIVIL ENGINEER 5HALL SL&fT CERTIFICATION OF BLLDI NG PAD ELEVATIONS. WHERE SPEGIFIG ELEVATIONS ARE REQURED, THE ELEVATION (WITH RESPECT TO MEAN SEA 5' F.L. or FL FLOW LINE LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE 15 MIN LOT NUMBER GF GARAGE FLOOR REQUIRED. THE ACTUAL DISTANGE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. HOUSE PLAN, (1020.42) EXISTING ELEVATION MAIL BOX FMI 15. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12` ON ELEVATION & REVERSED UNIT _- FS FINISHED SURFACE CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER 15' IN VERTICAL HEIGHT; IN 5► AD=99. S SEWER MAIN ADDITION TO GROUND COVER. SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR I MIN FlNISHED FLOOR ELEV. FG FINISHED GRADE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS. TREES. 20' ON GFCENTER. COMBINATIONS. 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE 950.1 PAD ELEVATION W WATER MAIN PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER NOTE: 10' MIN. PAD ELEV. 10.R. REQUIRED AT GARAGE FLOOR ELEVATION -�- --- SEWER LATERAL CORNER LOTS LOT LINE 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED N THE FIELD PRIOR TO ca FOR SIDEYARDS. WATER LATERAL COMMENCEMENT OF ANY CONSTRUCTION/GRADING. z * -- EARTH SWALE (17o MIN.) 0-= AIR RELEASE VALVE Ro.w. GARAGE FLOOR 17. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST GONTINIJf TO FUNCTION CM = FF - 0.5FT DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS ® 12" SQ. FLAT GRATE ON pW BACKWATER VALVE SPLIT SYSTEM PER MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. * 10' MIN. FOR SIDE ENTRY GARAGE SPEE-D-BASIN BY N.D.S. INC. SECTION 409 OF THE U.P.C. 18. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 4" PVC PIPE S-0.4X MIN AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR sETeACK REQUIREIUIEN is - --�- "'""" """" - - TOP OF SLOPE OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST. THE APPROPRIATE PLAN FOUNDATION DETAIL. (3" THRU CURB W/ 4" REVISIONS SHALL BE PROMPTLY 5UbMITTED TO THE CITY ENGINEER FOR REVIEW AND E N.T.S. TO 3" REDUCER) -- TOE OF SLOPE APPROVAL. a N.T.S. C�' U1dwgrwnd &wviCe Alert E a F� Y BA515 OF BEARING ONSTRUG NTE= 6 BUILDER: Q � � THE KEITH COMPANIES GRAPHIC SCALE Cao TOLL FREE Q 5AWCUT ♦ REMOVE EX15ITNG CURB + GUTTER. M THE BEARING 5"OWN HEREON ARE BASED ON A PORTION OF THE � � � +� �w �ISTALL CONCRETE DRIVE APPROACH PER CITY 1-800-422-4133 CENTERLINE OF BUTTERFIELD STAGE ROAD A5 SHOWN ON PARCEL WARMINGTON HOMES CALIFORNIA OF TEMECULA 5TANDARD NO. 207. N ����� MAP NUMBER 23432 RECORDED IN BOOK 159. PAGE 38 THROUGH Civil Engineering ■ Land Surveying ► 2955 Red Hill Avenue 2 SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA G1 OF MAPS. RECORDS IN RIVERSIDE COUNTY. CALIFORNIA BEING 3090 Pullman St., Suite A g g Y g 5TANDARD NO. 303 N 22'56'23' W Costa Mesa, CA 92fi2fi Mapping ■ Environmental Services Costa Mesa, CA 92526 ( II�1 �'t ) r TWO WORKING DAYS BEFORE YOU DIG 714 557-5511 Water Resources • Land Planning (714)540-0800 i � an 20 ft LD99-032GR g GONSTRUGITON RECORD DATE BY REVISIONS DATE AGG'D BENCH MARK SEAL= Designed By Drawn By Checked By Drawing No. �- SCALE QROFESS/pyq� P.M. P.M. W_R RECOMMENDED BY= DATE= ���lg•' CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS -COUNTY OF R VER51DE B.M. T-29-81 ��� yq Contractor 2 1/2' BRA55 D15C N GONG. CYLINDER LOCATED horizontal 2 Plans Prepared Under Supervision Of FROM THE NTER5ECTION OF FRONT 5T. AND RANCHQ ALL{=ORNA ROAD_ 1.8 MILES N_ E_ ON RANCHO ,_, gj��� T InspectorCALIFORNIA ROAD TO THE INTER5ECTION OF RANCHO 1'=20' No. 46808 =�' ACCEPTED BY= DATE= 51/0/ q TRACT NO. 24186-3 P CALIFORNIA ROAD AND MAGARITA ROAD. N C) HE N. W. CORNER OF THE NTER5EGTION, 1 FT. E. OF Vertical * Exp, a/�/� � DATES DEPUTY DIRECTOR OF PUBLIC WORKS •- A 7 FT CHAIN LINK FENCE. 21' X 16' AROUND 50. CALIF. sr CIVIL ,� 16, NE P_ IGt1AR SON RONALD J. PARKS PRECISE GRADING PLAN _ Date Completed - GAS VALVES. 40 FT. N. OF P.P. CNO.# ) 94' N. OF ql�- �` r THE CEASSLWENOF NCO CALIFORNIA OF MONUMENT. OF cAv R.G.E. No.* 46808 Expires-, 6/30/99 R.G.E. No., 19744 Expires= 9/30/01 1� c LOTS NO. 1-46 Sheet of 1 � - 7 �g�. 1 r FG �� 1 '1• FG 11g5'a 1g81g .8 F 15-33' �, �g . 9g•1 FG - r" ti 45.E 30.93' 40.77 14.2 � 33.02 FG X9.22' 1189.1 1 y FG G►0.Q0 46' F . �� G 27.55' .09 N qJ� _ l 2 A 114111 b 'la LOT 39 Jj o 1Q �,, "�� 11b p 1185 73 p / LOT 40 1ti� 1 � 2R F\' • �fL o r \ f� FF=1184.7 4 3C 3.0' .� ' 10.1' FF=1183.7 3 p• PAD=1184.2 9.2• �0T 38 ti a. 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CALIFORNIA BEING 3090 Pullman St., Suite A Mapping • Environmental Services Costa Mesa, CA 92626 ( IN Pial ) Q► N 22'5G'23' W Costa Mesa, CA 92626 PP. g (714)540-0800 1 inch • 20 & Water Resources Land Planning LDgq-032GR CN TIM WORMG DAYS BEFORE YW DIG 714 557-5511 Q CON5TRUGITON RECORD DATE BY REV1510N5 DATE AGC'D BENCH MARK 5EAL: Designed By Drawn By Checked By Drawing No. SCALE 1 0Q111 ESS/pNq� P.M. W R RECOMMENDED BY= DATE= c� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS P.M. OUNTY OF RIVER5IDE B.M. T-29-81 3 2 1/2' BRA55 D15C N GONG. CYLINDER LOCATED Horizontal ` 2 re Contractor FROM THE NTER5EGTION OF FRONT 5T. AND RANCHO `' Plan Prepad Undo- Supervision Of o CALIFORNIA ROAD. 1.8 MLE5 N_ I. ON RANCHO _ ACCEPTED BY: DATE= o CALIFORNIA ROAD TO THE NTER5EGTION OF RANCHO 1--20 No. 46808 TRACT NO. 24186-3 Inspector CALIFORNIA ROAD AND MAGARITA RDA N DATE= DEPUTY DIRT=GTpR Of PUBLIC WORKS ` THE N. W. CORNER OF THE HTER5EGTION. 1 FT_ E_ OF EXP, 30 A 7 FT GRAN LINK FENCE. 21' X 1G' AROUND 50. CALIF_ Vertical2PRECISE GRADING PLA Date G GA5 VALVE5. 40 FT. N. OF P.P. (NO.# ) 94' N. OF J fgj[r CIVIL \! WAYNE RIGH RDSON RONALD J. PARKS = 1989 LOTS NO. 37-46� tcd - THE GENTERLNE OF RANCHO CALIFORNIA ROAD- OF Cp���F R.G.E. No.= 46808 Expires= 6/30/`9 R.G.E. No.= 19744 Expires 9/30/01 Sheet of 5 FIBERGLA55 WITNE55 P05T 5ET 1 FT. OF MONUMENT. q5 FF 206.7 ��O(°.14 J tiry��� I2j0 O �,'ti �, G h fL .�C ��`�, o. i-3 � O568. .pL�'20 0 ►�- tin 53.20' .20' F ( N � ' "� 43.66" 25.18' 28.02' � ro0 � 'rte �` o "• 1 . NO �,.9 O• 5 4Q 65 aZ 1 " 2.56 ! O 1 51 O 6.76 1205.45 �',c ? CO w ". S6. �i _ E p i�' r, �p G �• �•0q• N 35• �� L �,qQ�12 6,' • - ►. F 120 `� •8 `� 1 .�. v- y Or°• "� co k �G ! 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Cat TOLL FREE „ INSTALL CONCRETE DRIVE APPROACH PER CITY THE BEARING SHOWN HEREON ARE BASED ON A PORTION OF THE o _ _ GENTERLINE OF BUTTERFIELD STAGE ROAD AS SHOWN ON PARCEL WARMINGTON HOMES CALIFORNIA OF TEMEGULA STANDARD N0. 207. 2 51DEWALK UNDERDRA IN PIPE PER CITY OF TEMEGLJLA N ����� 1 840-422 4133 MAP NUMBER 23432 RECORDED IN BOOK 159. PAGE 38 THROUGH Civil Engineering ■ Land Surveying ► 2955 Red Hill Avenue O STANDARD NO. 303 61 OF MAPS, RECORDS IN RIVERSIDE COUNTY, CALIFORNIA BEING 3090 Pullman St., Suite A Costa Mesa, CA 92626 ( IIiI FM ) � N 22'56'23` W Costa Mesa, CA 92626 Mapping • Environmental Services 3 (714) 557-5511 Water Resources • Land Planning (714)540-0800 i �h - � & LDg9-0�2GR TM WORKING DAYS BEFIORE YOU DIG GONSTRUGITON RECORD DATE BY REVISIONS DATE AGG'D BENCH MARK SEAL= Designed By Drawn By Checked By Drawing No. Q SCALE PROFESS/pHq� P.M. P.M. W.R. RECOMMENDED BY= DATE= r/G/ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS CL OUNTY OF RNER5IDE B.M. 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THE KEITH COMPANIES � c8� TOLL FREE HEREON � � � NSTALL CONCRETE DRIVEP ROAGIi PER rGERY GENTBRANEi 0 BUNTERFE D SRAGEA ROAD AS SHOW PORTION0�PARGEL WARMINGTON HOMES CALIFORNIA OF TEMEGULA STANDARD N0. 207. 1- 422-4133 MAP NUMBER 23432 RECORDED IN BOOK 159, PAGE 38 THROUGH Civil Engineering - Land Surveying ► 2955 Red Hill Avenue © SIDEWALK UNDERDRAIN PIPE PER CITY of TEMEGULA CN 61 OF MAP5. REGORD5 IN RIVERSIDE COUNTY, CALIFORNIA BEING 3090 Pullman St., Suite A STANDARD No. 303 •E N 22'56'23' W Costa Mesa, CA 92626 Mapping • Environmental Services Costa Mesa, CA 92626 ( � Fly'? ) Q- Water Resources * Land Planning (714)540-0800 1 bch - 20 & LD99-032GP TWO WORKING DAYS BEFORE YOU DIG (714) 557-5511 g GONSTRUGITON RECORD DATE BY REVISIONS DATE AGG'D BENCH MARK SCALE SEAL= QRo��ssloN Designed By Drawn By Checked By RECOMMENDED BYE ' DATE: CITY OF TEMECULA Drawing No. P.M. P.M. W.R. �' DEPARTMENT OF PUBLIC WORKS EL OUNTY OF RIVERSIDE B.M. T-2q-81 ��� H �. Q- Contractor 1/2' BRA55 0I5C N CONG. CYLNDER LOCATED Horizontal �` y FROM THE INTERSECTION OF FRONT ST. AND RANCHO = y Fla% Prepared Under 5upervklon Of CALIFORNIA ROAD. 1.8 MILE5 N. E. ON RANCHO w a ACCEPTED BY: DATE= �0 1k CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO 1'=20' "� No. 46808 �' TRACT NO. 24186-3 Inspector ALIFORNA ROAD AND MAGARITA ROAD. N : THE N. W. CORNER OF THE INTERSECTION. 1 FT. E. OF Vertical Exp, a/JV/" DATE DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN A 7 FT CHAIN LINK FENCE. 21' X 16' AROUND 50. CALIF. r- *ted _ GAS VALVES. 40 FT, N. OF P.P. CNO.# ) 94' N. OF Jf91� CIVIL �! WAYNE6AICHARDSON RONALD J. PARKS 7-17 Date G THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 4F �A�\ R.G.E. No.= 46808 Expires= 6/30/99 R.G.E. No.= 19744 Expires= 9/30/01 1989 LOTS NO. Sheet of FIBERCLA55 WITNE55 P05T SET 1 FT. 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Doti ��.� 1207.43 h ►titig\� 12 q �2�8 titi - FG rn f �i I � �,� 13 l2 h o tib°• � � LOT 20 i~iil ti X11 FG ti� LOT 19 6 0' 3R $ k ° I g FFA 1 , 2 �I 208.5 4.0 $ I LOT 21 y PAD=1 to T 18 F=1210.1 I,1 20R 0 2 Lo F �. 2 .8 • � k -�e 3R PAD=1209.fi r4.2' I ; 1 F� J ojl2 94� FF=1206.3 29 ' FF=1211.7 3.0• �2oaes �� PAD= 205. .1 a / 6.8" o 5 8' PA C211.2 5 Z2 ��' o h ti° j2o o a 2 Q tk c LE a• r r 56.35' h: 10 87• X31, o`'• bk �� 12 A% 40.65' 68.64• r L6 n b �'0 F Underground service Alert E F E ,- BA515 OF BEARING BUILDER: COMPANIES CONSTRUCTION NOTA © THE KEITH GR�xrc sc� cat TOLL FREE ,� �, ,N O sawcur REMOVE ExISITNG cuee a� GUTTER. � CENTERTHE LINE OF BUTTERRELD SEON RAGEASED ON A PORTION ROAD AAS SrtO N oNaPARGEL WARMINGTON HOMES CALIFORNIA THE INSTALL CONCRETE DRIVE APPROACH PER CITY 1-800-422-4133 OF TEMECULA STANDARD NO. 207. MAP NUMBER 23432 RECORDED IN BOOK 159. PAGE 38 THROUGH Civil Engineering Land Surveying ► 2955 Red Hill Avenue 2 SIDEWALK UNDERDRAIN PIPE PER GITY OF' TFMEGLtA N G1 OF MAPS, RECORDS IN RIVER51DE COUNTY, CALIFORNIA BEING Cost Pullman St42626 SuitAMa in ■ Environmental Services Costa Mesa, CA 92626 ( IIT ter ) STANDARD NO. 303 .` N 22.56.23 w Costa Mesa, CA -� 714 557-5511 Water Resources • Land Planning (714)540-0800 1 � = 20 ft LDgq-032GR TWD WORKING DAYS BEFORE YOU DIG Ui GONSTRUGITON RECORD DATE BY REVISIONS DATE AGG'D BENCH MARK SCALE SEAL= ROFESS/ Designed By Drawn By Checked By RECOMMENDED BY: DATE: CITY OF TEMECULA EPARTMErrr OF PUBLIC WORKSDrawing No. gOUNTY OF RNER5IDE B.M. T-2q-81Q �qP.M. P_M. W.R. , �lg n Contractor 2 1/2' BRA55 D15C N GONG. CYLINDER LOCATED horizontal ROM THE NTER5EGTION OF FRONT 5T. AND RANCHO z Plans Prepared Under 5upervisbn Of ALIFORNA ROAD_ 1.8 MLE5 N. E. ON RANCHO � x� : : S Q 10 Inspector ALIFORNA ROAD TO THE INTERSECTION OF RANCHO 1'=20" No. 461508 ACCEPTED BY DATE / TRACT NO. 24186-3 ALIFORNIA ROAD AND MAGARITA ROAD. N DATE= DEPUTY DIRECTOR OF PUBLIC WORKS HE N. W. CORNER OF THE NTER5ECTION. 1 FT_ E. of vertical * Exp � 1 - -'---r PRECISE GRADING PLAN A 7 FT GRAN LINK FENCE. 21' X 16' AROUND 50. CALIF. ,ff CIVIL ��- WA E P GHARD50N RONALD J. PARKS „� GA5 VALVE5. 40 FT. N. OF P.P. (NO.# ) q4' N. OF q Date Gmrle • THE GENTERLNE OF RANCHO CALIFORNIA ROAD. rF OF CKV�\ R.G.E. No.= 46808 Expires= 6/30/99 R.G.E. No.= 19744 Expires= 9/30/01 1� LOTS NO. 1-6& 18-21 Sheet 5of FIBERGLA55 WITNE55 P05T SET 1 FT. OF MONUMENT. x