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HomeMy WebLinkAboutTract Map 22915-1 Lot 42-65,75-85 Precise Grading _j GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE CHAPTER 70, AS 0 AMENDED BY ORDINANCE 457. 00O 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE 1X DRAINAGE ❑ 6 SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM HE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPES = 2: 1. 4. PROVIDE A 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG HE TOP OF ALL FILL SLOPES OVER 5' HIGH. RN,A R O [PIN ED 5. ALL GRADING SHALL BE DONE UNDER HE SUPERVISION OF A COMPETENT SOILS RANCHO Cp,L�fO ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. (2 A 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 9�0� �0 p GRADING IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN PRIOR TO .o ISSUANCE OF HE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, y,Q D O O ELEVATION AND LOCATION OF CUT AND FILL SLOPES. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS, ALONG TOP OF CUT SLOPE. � ROAD S7 w O O 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE F, 9 FOOT.L GRADING SHALL BE DONE IN CONFORMANCE NH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS DATED 12/9/91 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO HE PROJECT SITE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN - RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN -- -- --- CONFORMANCE WITH HE RECOMMENDATIONS OF HE PRELIMINARY SOILS VICINITY MAP 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING ;- _ - CHO yISTA R0AD ---------- ----- __ - - ___ - _ _ TELEPHONE (909) 694 6411, AT LEAST 24 HOURS IN ADVANCE - DEPARTMENT, __ _ ------------------- REQUESTING FINISHED LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION - -------___._ ------ ------____ MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. / j -----_- -------- -- _-- 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL \ ` UMTS OF SHEET 2 --- -------- SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED --- - __-- WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND (' INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. x K \ 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 13. FINISHED GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS \ - 1 _ -��- --?- 7� D x 5 � / I NOTA OT' A PAli T' THAN 1/2- PER FOOT FOR A MINIMUM OF 3 FEET. �_ 4 5 6 D 9 I , N 14. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN x X. } _ x NOL A PAI?I- -�\ L.i.�(B6 CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. \ Q j N — * E 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO EARTHWORK QUANTITIES \ y. x 'X A. x� _ k n \ i - -- .- FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND (;(� FILL x �Y: 5 �J x � �: - MODEL \�� � { � 2 ' 9 � ' - - - - - - -- _ PROPERTIES DURINGTEMPORARY GGRAD NG (ONS MUST OPERATIONS E USED TO PROTECT ADJOINING &(� - \ } 1 + -CORTY- DEI_-CEgEa - - 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE x r =�- \ �- _ _-= -- - - --~- PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES VOLUME 615 CYS 615 CYS , OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION HEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 5 IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. �l � j 17. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN HE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION GRADING. r-��� y 5 f 2 8 89) -1 + 18. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE f t -} - - I - 4 { APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF P 6 ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE - '` '` r x }' - i 4 4 4- i- r 1- -i- -t APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 1 < 49 xY 62 x + _} 1 1 1 + 4 { k ENGINEER FOR REVIEW AND APPROVAL. 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND -SWVEYOR SHALL SUBMIT + 4 '" CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC EtE-VAT10NS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL UNITS OF SHEET 3 BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE 48 , / -A, IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. EN. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN X x4 65 NOTA PART 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 46 � Lie x X x 45 , x`\` X > - - r N N 1 R x X X X x X x 4 X ' C __-_ ,�..*foL' \ — — c D>� �► (]jS�- -, NOTICE TO CONTRACTOR tx MI �9�Q -- - - THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR OTHER 4 0 -- ---- ----- �?� x x x STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 5 P=1000.00 6 i��� 4 / S SHOWN ON HESE RECORDS. TO THE ST OF PLANSO THEUR KCON FACTOR ISRE ARE NO REQU RED TO EXISTING UTILITIES EXCEPT PRECAUTIONARY ��� " x Q E DUE EC 0 P=1000. FF=1000.50 P 1000.00 MEASURES TO PROTECT UTILITIES SHOWN AND ANY OTHER UTILITIES NOT OF RECORD OR FF_'°°° '°°°5° LEGEND NOTA PART H 50' �' S0' NOT SHOWN ON ESE PLANS. - - - 1 1 \ 00 �; - ° P PAD = 1 Doo (TC) EXISTING TOP OF \, -- a ' = TC TOP OF CURB Z Z Z FL FLOWLI E H P HIGH PONT FF FINISHED FLOOR NOTE: GARAGE PADS = PAD ELEV. - 0.5 FEET (TYPICAL) GFF GARAGE FINISHED FLO F.G. ELEVATIONS AT ALL BUILDINGS CORNERS = PAD GRADE (TYP.) FS FINISHED SURFACE FG FINISHED GRADE R R GB GRADE BREAKf R s' MIN. s' MIN. 7' MIN. 19 WATER METER (EXISTING) 3' MIN. ' MIN. 2' MIN. 3' MIN. 4' MIN. 3' MIN. TYPICAL LOT DRAINAGE o SEINER CONNECTION (EXISTING) 4' MIN. AND SETBACK DETAIL DF DEEPENED FOOTING FF IT COMPACTED--_ 6"O MIN.LOT NUMBER ROUND OFF TOP FF 6* MIN. PAD BERM ABOVE PAD 6' MIN. PAD 6" MIN. DEEPENED FOOTING (VARIESDEEPENED FOOTING (VARIES OD NOTE' 2AR UNIT TYPE AICD ELEVA Zox (SEE PLAN 1HX DEPTH VARIES 12 TO 18' (SEE PLAN) 1N ■ O CONSTRUCTION NOTE 12� TO 18 "pax •` 20x µA (12� MIN.) 20•A µAX• ALL UNITS WILL HAVE ROLL UP GARAGE DOORS. CONSTRUCTION x MIN. NOTE: TOTAL FOOTING DEPTH= DEPTH PER ARCH. m m 0 DEEPENED FOOTINGPLANS + EXTRA D.F. PER PRECISE GRADE PLANS NOTE: TOTAL FOOTING DEPTH= DEPTH PER ARCH. PLANS + EXTRA D.F. PER PRECISE GRADE PLANS Y EXISTING 2:1 SLOPE—CUTL/FILL TYPICAL REAR YARD BERM TYPICAL SDE YARD DRAINAGE SIDE YARD DRAINAGE STREET LIGHT AT TOP OF SLOPE PREPARED BY: N FIRE HYDRANT PREPARED FOR: uasa��r a UNDERGROUND SERVICE ALERT SOILS ENGINEER Q o BENCH MARK TAYLOR WOODROW HOMES 6 Call: Toll FREE PACIFIC SOILS .. ssocistes Imine, Ina m COUNTY OF RIVERSIDE B.M. No. T29-81, 2 1/2 BRASS DISC IN CONC. CYLINDER, ELEV. 1128.41 , 24461 RIDGE ROUTE DRIVE W 1-800 7370 OPPORTUNITY ROAD LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIF Plmnigg BDgiveer S Sufwyft 422-4133 SUITE N ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA RD. IN THE N.W. COR. OF THE LAGUNA HILLS, CA. 92653 SAN DEGO, CA. 92111 INTERSECTION 1' E, OF A 7' CHAINLINK FENCE, 21'x116' AROUND SO. CAL. GAS VALVES, 40' N. OF P.P.(NO #) (714)581-2626 3 HUGHES IRVINE.CALIPORNU►977118 (114) A3-I010 95—o58GR TWO WORKING DAYS BEFORE YOU DIG (619) 560-1713 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA !RD. FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. LD95-034GR LUNSTRUCTION RECORD DATE BY KEVISIUN�) DATr ACC BENCH MARK SEAL DESIGNED BY DRAWN BY ( HLCKLU BY DRAWING No. 5/ege KMS RevLsed Plo+h on lo+s 4'3.4{,,40,54, jy SCALE �, ESS, y OLIVER NGUYEN OLIVER NGUYEN KURT SAXON RECOMMENDED BY: _ _______DATE: S�4- CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Z CONTRACTOR 5cl,5-7, 59, co1,'7s,$s.-5,9C, 92 HORIZONTAL SA+O'y �� ---------------- added L)n4- ele\.a-hons 6ie,A,5,C 9� PLANS PREPARED UNDER SUPERVISION OF PRECISE GRADING T R UNIT5, �e.Ie�-ed +Y-af6r_ w�Ive SEE ABOVE 1 = 30 �� RE.E�N6 44180 ACCEPTED BY: _1__ �LENGVE�, _ DATE: 5 ? TRACT NO. 22 16-1 NSPEC O ________________ '�' �°/g � _ 'f to �S PRINCIP F R CITY ENGINEER N hox orl urr 43--1 VERTICAL �� c ` `r ___ _ '_'j_��L__ __ _-_____ DATE �� . RAYMOND A. CASEY PHASE 8, LOTS 42-65 DATE COMPLETED _____________ cay�f6�' R.C.E. No -- _-__-___ EXPIRES _0130197____ R.C.E. No. 41880 EXPIRES: 03/31/96 PHASE 8, LOTS 75-85 do 92—s7 Sheet 1 OF 3 K: \DT\42\79\PGTP89 r /. % /,\�,� i \tea. 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U o� O 13106 �3�0 S o � ��,�p9 0 .�c� 4757 I A A 9 p, l/ � �3 F 0- o ►31 �I �4: / Hp F MSN y 13 � 0"04 �1 > 'c% 2' 1310 h� noO.0 73, s00 °yam ° D-F. ,�1�"I o FS 4 r\ O1�3 2 s 0 F- ' `'' �i ol�i � , �� \� GF N v�lSEWER LO ~ - //�►�� Q m N� �'� - 13 3B ® iN '��' F� !`�' a; o,• A "�' APPROX. et ti NOTE1 // i a r ► \ r 5 2 �' A r J orL Q t� I lal3.a • -�, �, / 1311.1 Q �� a, 'oma o. �- �y "i INE moo ONLY. CONTRACTOR G� G / moo• v s. 1F r'3 FF`,137� '�,� / �iM„y �' F L ,yc� F� �0 �o t 1, o� TO FIELD VERIFY 14, /9 `�\ o ,�' s cv 3/J 9 �� c �, '� ��o v0 �e9 0 �l �50�. LOCATIO . � _ �3 _ T - - ,� o o Q. .. o� ry o 1 �e 7.80 A v Isla 0.1 S a �5 F �� G0 o� \ M 3 �. 130B.9 s 130 _ `!� ^ F 5 co No B - T.C. •� B Q , 3. DO bp• ro o F� V w -� 20' - F.L. ly �i \O a co 0 1 26 N ,9 2O' Uj 14.9- O �.0 J r ri 0 FC 3 6 /g/ 48 , ; > Nl; Q; 8 t� w ° 0• Al- 1.1' 337 13 S. G6 � •G r N 'S F ` o MV 1 .3 GFF=1 510. 13 31 13 rc 3 Mi �, >r 6 _ 3 TW rL TC F ^ �/ o .o ��� h�0 ~ X13 0 1309 � S �f N• ISI � In N � �6 � �. 1310 't. GB - 13 g VL 0 tti A �vo 4 �r G 0011� M1 A 6� 131 ^ O o B, O 4 O 0. ?. p, 37� F of l: 0 E. �� O 1310.3 10. 7: 1313.3 r.0 �;1 /eo N o2l�r 8 13i F 1,3a� ° t��, FL��6 1309F8 1309.E ,q 1� Z �.J 1y 131Q .\ \'l• Y °' - FC 2 9 �4 rn "� 0� `� S O 6B GB J • A O°' '( -�t - � •2 `'. E C 5. � Q L� � P -1310-0 'z l F IO.a AR F=1311.1 � rP \�.�� �4°i° � 5- ,►�'� �- � ��� r �� Rs � �7k^' FC�� p LGB �. �� 9° � � �'�g � ' 1 Gc <` �1� ��ti 1� G 0►31Co.Co 3•i- 31G4B 2 O r`��,�� S -- --- � �, �� c)_ \ 1 °Ir '� /✓r.CYJ, I l jFi0SJ�D 1 0 p C-) y1� 10 G1F�5 O�'G�g 3- FFf s 1 '511.81 3 1•0.. �1�3110.E MIN o F 8 1310.6 A 1 1314.6 �' , o 1313.$ 7' ` v .�'], gyp. T' of `% M►n1. G y j p cel GB s "^c �31La \01) S N G �6' N ^� 1 L5 31172 31172 °j r o'�' ��p, (p/A•p ?? / ay �F���' DF . N 1 Q : gym' pxc\ 137 O GcF` ry p i ® 77.06' 13 S� A Ge `13/ o t 0 �S6 p.F 4.� 0.0 5 GB F G c 013126 ^„'` ,� A .h Jam. 0 1 0 o 2 F L 1312.4 �,y►O �O 4ry e O 311 O HP'' F Ao 1314 5 0 '>r A\ ^f� 0. AFF o ?� �- ��' �• Q a11 GB �` F L 19 Mi r FF` 13� D.F5� �,v 1% MIN. w N 13138 13,4 73' -6 iD bt 6 0 6 e �.� XNQ �'lr Z F o S• F t 1312 6 A�-ry OF' 4j �- F G C � 1611.6 Y` S111.co /oLO 239.99' h� , A a f ��6Q+ '� P si •- (� Q :� y \ 12.1 6' r� SAP- 13 o' b, Mi P ��1� FF:t313 '� F - -- L IITS3 N71w ,z.2 o ,3 �, �. W 5 vsn-s � GO ._ L• r Y �O L5 N~ 60 36' ® w •� O DATA TABLE PA "' O RADIUS LENGTH �'i Y ~ c *� :z ,. �... _/ 9s ?° �-, ,L) 40 0 10.00 11.35 031313 3 �°. n 0 20.00 22. 70 Oc 3.00 4.65 v 11-66 CONSTRUCTION NOTES - UNDERGROUND SERVICE ALERT PREPARED BY: ao Ln \ � W A INSTALL TRAFFIC VALVE BOX, BROOKS MODEL Nd. 1-RT9 EACH O �,,� unsakcr aNi OR J & R CONCRETE MODEL N0. V-2R \ o a- Call: Toll FREE t r 422 8 41133 ®, 3.17' ssociates Irvine, In 422- Z LD 95 -050 Q Ln P/tnning • End TWO WORKING DAYS BEFORE YOU DIG � me�erin� • Surreyras � 3 HUGHES IRVINE,CALIFORNIA 12711 M4)51 LD95-034GR W M U7 14k CONSTRUCTION RECORD DATE BY REVISIONS DA1f ACC' BENCH MARK SEAL DESIGNED BY DRAWN BY CHECKED BY DRAWING No. w SCALE I R N NOLIVER N Y N KURT AX RECOMMENDED B CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 0 5/5m k"-- Revieed Plo4i on LoFs 43, 4[0,A-8, COUNTY OF RIVERSIDE B.M. No. T-29-81 _29_81 -----------DATE: s�-� 54, SCo, 5-►, 51D, and Col . 2 1/2' BRASS DISC IN CONIC. CYLINDER, ELEV. HORIZONTAL CONTRACTOR _ 1128.41', LOCATED FROM THE INT. OF FRONT ST. 00 Ac�d� Un�� FJevahons ale, A.$.C) AND RANCHO CALIFORNIA ROAD, 1.a MILES N.E. ON � PLANS PREPARED UNDER SUPERVISION OF S/�/7,s PRECISE GRADING � c, 1 = 30 R.C.E No. 44180 ACCEPTED BY: _ DATE: _____ r*I�SG. Unit's bele}�� k•ra-FAG �� RANCHO CALIFORNIA ROAD TO THE INTERSECTION - -- --- -- cp INSPECTOR OF RANCHO CALIFORNIA ROAD AND MARGARITA RD. E'er���� --- _ ` __- -__�� P INCI AL ENGINEER OR CITY ENGINEER TRACT NO. 22916-1 N II cn L-oi-43 IN THE N.W. COR. OF THE INTERSECTION 1' E, OF VERTICAL K� DATE 4 1! 4 S ___ A 7' CHAINUNK FENCE. 21'x18' AROUND SO.CALGAj� CIV1� �F RAYMOND A. CASEY PHASE B wit DATE COMPLETED VALVES, 40' N. OF P-P.(NO #) 94' N. OF THE CEN- CAL1f o Z TERUNE OF RANCHO CALIFORNIA RD. FIBERGLASS R.C.E. No 44180 EXPIRES -0097-- R.C.E. No. 41880 EXPIRES: 03/31/96 LOTS 42 - 66 Sheet 2 of 3 3 _ WITNESS POST SET 1' W. OF MONUMENT. 0] K: \DT\42\79\PHASE8 T CD - - i ! N RANCHO VISTA ROAD - - ro'` ^ s 63.04 - 127.27` - �- - -- '�ryfo �G G \ 64.71 O 1 ® I 167.06' ®I 44.70' -, - 71 79' � .6T 76.$1 -- --- - --- p O - N o �`1- F C-i O B�T� - -------- ----- A --�----_ .,.- l 128,3 ry .9 - 81.4 28 7' 85' P _12 P =1283.5 �� u 43': 2 ,282, Qo - .... P _1279.8 -10 C F�' T' ,y II 11 � 00 F U m OD �, N ° 42': �, II II ,4 f� z � O � N N � hiN. 6 P =1285.5 w w CA ➢ � cr O N W L4 � z 10' �N F526. , -4 Ila 1 5' 1284.2 33' r � 1282.1 G w T �-'�, f� ti 26 N w D 10' F G. 33' P =1286.6 eo': '' FL GB -Z �, s W N / ^�ti •- �� o 18 �. 5 �, '4 -c,, ,�, 'c'( 8� ti22' _ - - ,o 99s. �' 2 4A cB 1% MIN 124.72' 1 22' %� <acv ` OT's. Q to } 1■,•� sti 1 Loa O W l9 �1 1� 20.9' h p4 N y � 1° 1 u r � 28't IN IN c� `�� ' _ H P/FL 1.2 2 0 F 4g 8 ww OD ^,,ti o pl 04 .a � � N j11 ® SSS 0 9g , ti ?� CAO /`' �, v W 1 281 0 � - R p-C +11 V r m 1 t'' 1.T 12Zi 9 fl O A F ° 1280.83 � v I%�� - 14' 31' • In - 1• - - 54. 62. M N - - TC 147.80 8 - -- - - 4 14.99 -° " . � 64.1 J \ ,LN - J - 12805 1280.8 Lp 0p ti titi4 a\oG �� jj r r'� ,� ' F_S. 128 N Tic 21 p ry 2.5 -p \�' ry G�6, cr '�o II \-' <`J ° ,/, F.G 3.2 1 1 D- 8 �t o \ AA 2 ,► w jC O" , `2? 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N P =1309.7 P c UN VI ALERT PREPARED BY: 4 CONSTRUCTION MOTES DA TA TABLE cri W Call: Toll FREE O RADIUS LENGTH O RADIUS LENGTH O RADIUS LENGTH O RADIUS LENGTH unsakcr < A INSTALL TRAFFIC VALVE BOX, BR06KS MODEL NO. 1-RT 6 EACH Q 10.00 6.36 0 10.00 10.59 Oi 10.00 11.35 0 2.00 3. 14 D_ 42284133 OR J & R CONCRETE MODEL NO. V-2R O 20.00 22.89 0 20.00 26.07 0 20.00 22. 70 0 10.00 15. 71 ssocistcs Irvine, Inc i TWO WORKING DAYS BEFORE YOU DIG 0 3.00 4.62 O J. 4.62 0 3.00 4.65 Qo 2.00 3. 14 LD 95 -0586-R s p�g P/tnnins • Enslaerrins • Snrre�y/ns C.2 M 3 HUGHES IRVINE,CALIFORNIA 92710 M4,3t7-1010 LD95-034GR 0 1).66 17.21 H 11.6u )7.21 11.66 T8.54 P 7.00 11-00 w CONSTRUCTION RECORD DATE BY REVISIONS pAre ACC' BENCH MARK SEAL DESIGNED BY DRAWN BY CHECKED BY DRAWING No. U U S/s�5 KMS i;eT;;;;F10++1 on to}s -1-�, 65��`)` SCALE S- CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS o 0 COUNTY OF RIVERSIDE B.M. No. T-29-81 PSE OLIVER N NOLIVERN Y N K RT SAXON RECOMMENDED B ______DATE: 4-_ CONTRACTOR -__-_- 92, Added Uro}- Elevn4ionG (;e., A, 6, 2 1/2• BRASS DISC IN CONC. CYLINDER ELEV. HORIZONTAL M.s� o_ -- 1128.41', LOCATED FROM THE INT. OF FRONT ST. PLANS PREPARED UNDER SUPERVISION OF m AND RANCHO CALIFORNIARNIA ROAD, 1.8 MILES N.E. ON " ' Q /,�/ PRECISE GRADING RANCHO CALIFORNIA ROAD TO THE INTERSECTION 1 - 30 � R.C.E No. 44180 ACCEPTED BY: _ __ ________ _DATE; sr -/_�►_ � U INSPECTOR _ ____ OF RANCHO CALIFORNIA ROAD AND MARGARITA RD. Ewbw 6�/97 I CZ IN THE N.W. COR. OF THE INTERSECTION 1' E. OF VERTICAL r ,� _ r` DATE ____4111 PRINCIPAL ENGINEER. F R CITY ENGINEER TRACT NO. 22916-1 N V 7' CHAINUNK FENCE. 21'x18' AROUND SO.CALGA ��. V1Ltf -���-- RAYMOND A. CASEY PHASE ' DATE COMPLETED VALVES, 40' N. OF P.P.(NO #) 94' N. OF THE CEN- CAL TERLINE OF RANCHO CALIFORNIA RD. FIBERGLASS R.C.E. No.__ 44180 EXPIRES _030197R.C.E. No. 41880 EXPIRES: 03/31/96 LOTS 74-8592 - 97 Sheet 3 of 3 O 1MTNESS POST SET 1' W. OF MONUMENT. 3 m K: \DT\42\79\PHASE9