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HomeMy WebLinkAboutLot 1-41, 82-85, 89-90, 107-138 Precise Grading LEGEND HIGH POINT PROJECT SITE PAD ELEV.-0.3'WN. A TOP OF CURB 0000,00 Z T.C. TRACT NO 24185 2 FLOW LINE F.L. RPS RI1A� HIGH POINT H.P. � 15'TYP. 15'TYP. � RQ S, (EXCEPT B 5' S' B (EXCEPT C 5, FINISHED GRADE F.G. MIN MIN MIN WHERE MIN Q, PREC I S GRAD I NG P1 ANS NOTED) NOTED) P1 1ASE 3 LO FS 1 «�ww*+r y FINISHED SURFACE F.S. PAD z z PAD TOP OF SLOPE T.S. z FF FF VIA RAMI N . 1 PAUBA GARAGE FLOOR GF 0000.0 PAD ELEVATION PE 000010 g o Q 41 `0 Z o `p � o ROAD FINISHED FLOOR FF 0000.0 r0� MAx ���MAx N RiuINCITYOF _ _w TEMECULA , WATER SERVICE �W � MO N��IFF STATE OF CALIFORNIA SEWER SERVICE OS QPICA , . : . PIs; AIR RELEASE VALVE tj °� TYPICAL SIDE YARD DRAINAGE ro�A R�. 1: F.6 FIRE HYDRANT \0/ DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. HWY. 79 DRIVEWAY STREET LIGHT TO SAN DIEGO a r I 5' MIN, P/L 5' MIN. ' SLOPE 6" MIN, 6 MIN. o VICINITY MAP 3' MIN. 1' 1' 3' MIN. 3" PVC MUDSILL MIN. MIN, MUDSILL NOT TO SCALE EXTRA DEPTH F❑UTING ALCOBA DRI - — GRADING NOTES RETAINING WALL • v INDICATES AMOUNT OF XX LF 12' MIN. 12' MIN, 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, EXTRA DEPTH FOOTING .4 DF f APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. v 2% MIN, 2=1 MAX, 6" TY 2% 2% MIN, 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. ACCESS RAMP FM21% MAX. MIN. 21% MAX, 1 '' ' DRAINAGE SWALES SHALL BE A MINIMUM OF 0,2 DEEP AND SHALL BE VAl-ENOB CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES, 4 Coup � LOT NUMBER x SECTION B B r� 3, MAXIMUM CUT OR FILL SLOPES = 21. 2~ 1 4. PR❑VIDE 5' WIDE BY 1' HIGH BERM ❑IR EQUIVALENT ALONG THE TOP OF ALL INDICATES MODEL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT UNIT TYPE B P/L S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 5 MIN, ` PLACED AND WHO SHALL SUBMIT A FINAL C❑MPACTI❑N REPORT FOR ALL FILLS INDICATES ELEVATION 3' MIN. 1' Ay 4 ' 1 OVER 1' DEEP, MUDSILL MIN, : b 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA WATER BLOW-OFF 6 MIN, THIS LOT REQUIRES A BACKWATER VALVE ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF C❑MPLETI❑N OF ROUGH ' 1 - .�: 1 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRI❑R TO PER SECT. 409 OF U,P,C, PER APPROVED - 1 1 � y ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, WATER AND SEWER PLANS, C SEE INDEX MAP GRADE, ELEVATION AND L❑CATI❑N OF CUT / FILL SLOPES, 12" MIN, 1 d' 7, PROVIDE BR171✓ DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG INDICATES NONSTANDARD GARAGE 6 MIN. TOP OF CUT SLOPES, 2% MIN. FLOOR ELEVATION - SEE PLANS f 321 8, FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 21% MAX, a ONE FOOT, SECTION C CI1 k 9, ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF PROJECT S ' " THE PRELIMINARY S❑ILS INVESTIGATION AND LETTER OF UPDATE BY: BACKWATER VALVES BW � 4 13 �pP� CONVERSE CONSULTANTS DATED= JANUARY 7, 1999, P TWO SETS OF THE FINAL C❑MPACTI❑N REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATI❑N DESIGN REC❑M- 1 6 e MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 4wANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT. 40' 40' 42' 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTI❑N. THIS INSPEC- 10 OR 12 N TION MUST BE APPROVED PRI❑R TO BUILDING PERMIT FINAL INSPECTION FOR 6' EACH LOT, 1 48"IN 16 o INDEX M A � 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL MIN. TYP. v SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE I SCALE: 1" = 200' PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM I MAIL OX 12" MIN. CLR. ER❑SI❑N AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE E PLAN 4010 PLAN 4020 PLAN 4030 (TYP. ) (FACE OF CURB TO OF POST) LOTS INCLUDED SECTI❑N 17.06 PRI❑R TO THE APPROVAL OF FINAL INSPECTION. OR (6" BACK OF CURB TO OF POST) N LO 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, r r 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT SP.IDEWALK CC. C. CURB & CONSTRUCTION NOTES & QUANTITY ESTIMATE LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEE=T. 0 GUTTER ITEM QUANTITY UNIT 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING N❑' PAD ELEVATI❑NS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- o MAILBOX LOCATION Q LOT GRADING (80 LOTS x 15 C,Y,/LOT) 1,200 C.Y. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- DETAIL NO . 1 TI❑N WITH RESPECT T❑ ADJACENT GROUND SURFACE IS REQUIREDTHE ACTUAL 0 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, � 0 N.T.S. 15. EROSION C❑NTR❑L= ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE o PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- o TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS rl- TYP I CAL OVERALL FOOTPRINT DIMENSIONS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- 1-11 TIONS, 15 ON CENTERS, SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE � SCALE= 1' = 20' PERMANENT IRRIGATI❑N SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER WV) U.B.C. CHAPTER 10.R, Q Underground Service Alert BENCH MARK 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R 1-11 w PLANNING ■ DEDI©N ■ CONSITRUCTION COUNTY OF RIVERSIDE BA NO. T-29-81 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. cn 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER/DEVELOPER 17. APPROVAL ❑F THESE PLANS B Y THE CITY ❑R ITS AGENTS D❑E S N❑T RELIEVE owc CALL TOLL FREE AND RANCHO CALIFORNIA ROAD, 1,8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 275MYN Z ROAD, SUITE 400 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. A CALIFORNIALEGACY, INC. RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON c� 1-800-422-4133 ■ ■ ■ , CALIFOR�NA 92991-4679 CORNER OF THE INTERSECTION 1' E. OF A T CHAINLINK FENCE, 21' x lb' A CALFOCORPORATION REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED z CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com AROUND SO, CALIF, GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE 23121 ANTONIO PARKWAY TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, Q OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, RA I TE 120 zLLD01 -013GR TWO WORKING DAYS BEFORE YOU DIG ADJ, DATE. 9-13-82 ELEV, 1128,410 CANC90688NTA MARGARITA, LD00-- 136 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�OFESSIpH DESIGNED BY DRAWN BY CHECKED BY , e Drawing No. o 1 01 CW REVISE LOTS 14 ' 1 p �� EWS EWS MT RECOMMENDED BYE DATE: --� Z✓ CITY 0 F TEMECULA DEPARTMENT of PUBLIC WORKS o Contractor 82, 1171120t129 & 132 HORIZONTAL Plans rep �td Under The Supervision Of C ' r-" TRACT NO . 24185-2 ACCEPTED BY: DATE: 3 Lt �/ SEE ABOVE AS SHOWN w No.43090 � 1 Inspector Exp. 3/31--04OFF V Date: DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER PRECISE GRADING PLAN {c RONALD J. PARKS "'` `;A'` �� M I CH EL 73090 LMAN T��" s a.,._x...�'� PHASE 3 LOTS 1 -41 Q VERTICAL r' C 1 y 1�, �� — , o Date Completed tF pF k\0"o R.C.E. No. Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 lr, i9 - 82-85 , 89-90 & 107- 138 NSA � TITL SHEET SHEET 1 OF 8 48.34' 23.89' 24.46' 48.48' 48.39, 71 .4-7 53.04, 43.62- 42.93 3.6242.93 2 . 1 SLOPS 50. 17P • .4g' 68-690 75-361, 10 5.7 - ` 1.oz � 40 _ 4 1,0� F11P rn Tale N a 1 .07G_ -1 '0% /-J.Oz 5 N N00 2 1PE SLO iI C�� o•o rn 1 ,0� - rn '0 1 5 - \ � o F7i 3 F • _ N 7' FG 35 N as G 4010 ro �rn O � G �34� 4020 , . z -�. I.OX HP z - I ��,' z FG 33 FG 4030 ► o F it Z 1.00 32 FG 4020 FF o F 1157.2 N 0 5 o - S I 1 .0% FG 4010 i 10, 10 8't FG p 1158.2 p� 1 156. F N o -- ! 1 .0x j ,o FF 1159. 1 E 1157 5 • 5 G 37 5 `' -- .0 20,LF o +t 2 I z g.4 ' 61 ,0 ami FF 1160 v, PE 1158.4 FG 9.4't FL�GB 40 0.2 DF 4030 FG ; C-387 � 8• ,t N •3 f FP 11 r3 FG PE 1159 .3 p I,�/ ,1 40 717 31 61 1160 o I , ,, � U y V 10 g J �o's 1 FG P� 10 LF ` 5' rL GB I "'� ` I 2FF- LF- FG, o O• wo •� / 1' � ` .4 ~I � :, I I . �h i � 0 0. 1156 1 • 20 F 0• I „ rK�y ,�_ 1 4 DF FG 2 •- FF' •0 •. 40 L 4 _ p I �, Z0, GB I a g, ► Y }(, Q F C' M I ' F'L 1 1155 2 :W 1 1 • f p k Qi31.d�gRk+ iii S5• , 111,4; ,��P,v} s�"i�) '. rr 4+'�d�J �P i�5 �� ni' �" -C � / 15 � //'✓ 60.5 -0 , . ae FF 1162 rn FG � , a�Y� g� �a aa��`� �' rn G PE 1161 0 0 •� ' ; �, x, ti r 7 c0 f� FG a / 60• i y k ,�, o, o�qq ^ .6, _ as RA f ,o �� ;1 ,� � � K t ,�� �► '°-$ / 1 A9V, V' - • f "��r eye .�+: y�.W F 857 Y w ap O 50.41 2, N N �• ,, a6G ,� J r •V �r / 40, rIG .1 119 FG 39 ,�9 s I I I ,� , N,f:�; k° µ ce / GIF 61 ,5re cr► S S 25 ► o 9 - `OL G, v, 1 � rn ,� 53.00, �i 1 N I • c�, � ►� `O � � � rn rn 1 ►�- > +'� �" h"'• F o • r-- -_.1.__,_ -j,_ C) ` M r V� ',7�f k$'dd�' + -,r x , / 24,75. �i I . + � r ; ' ' § a �•6' /� 4, N � U r T > r � _- 1 �'V 2 J 77.40 �' rn 1 1 �... _ N N I I + `� > / 4 i '�'G� G pdw ! � � � �► �--� � 1 1 NT F S2 �, g, �• gr C3 G N -• Nd, ,` r--... ■ • �' `-w N. / / of I Cn ry ,off 1,s . ccs r STREEo 69.51 54.8 ' UR `v-1 o `� �" LIJ I � \ � -� 6 FH 1 ! _ �+ N co '- / o� s / 49.92 2• 2S O / �/ R�W c°'v ,� a� 5 ~ry _ n - �, $ �� � 1 �''-•., � � � •gs. / f� TI ' o �'-" ; � 50.00, r``4 N ry / • o • / / pr g ^-j' / -� J --- / O ry 03 i I• / / W `�9 1 FG mak/ 50 DD �' / `�`'�r' ��co r GF 56.9 � � N I CO . 1 , o `��,,,--- 47,09 � I I a fit r°4�'�' ads� � �'""�'°;,p�`u�s I E-GB O `� � - I I 30,LF FL-GB 44' ` // �°�� �8: ► �' ,^ � / // '�► 47.09 , as 59' GFL-GB : o - 0.3 DF i GF 5 5 1 ` •� 5 GF F ., Uo 5 9 '�G`• ,Co /n / / FG '� co icy r ,4't ❑ p Ln co FG I * ' c� ' FG B W I 4 � �r: �;.; ;. ., � '�� ,` 1 ^�O � � 20.71 4020 F / 0.6 _GB ` 0.2 I i ❑ I $ 5 0?O,LF s+ a a �* , I `'� h / • OF 6 � ` � .73 I 5 2 DF I � fi�.v�� `, k ,, ` '' �r�' I � �' ,r- • L GF 61 .5 :. 6 .3 cr FG1159.2 FG OF � �' 400 _G6 �, FF /4010 '- F 7 4 � , �� -,�O/• � • FS � � ��,� / // � 'cr o PE 1158.5 ` � I -GB 6•g't o FG FG 7 i FL-G@ p20 FG , I � 0.2 7 I FF 1157.4 4020 � 20,LF G F 116 5• _ z I I DF F 0 �► \ , F o 0.2 DF 4 2 DF �5 F 5 � N I r �- 0 11 9 ' 1 .OX 1 .OX PE 1156.7 FF 11 3 20,LF kk PE F G - p •4 2 QF- .8, � � 1 10 � � ao 15 FG FG FG � 1 155. 7 4010FG c,► y ��/\ � � \ �/ � �o 0 8 20 w N y r- FG - . 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T-29-81 `� % r S� 0 2 1/2' BRASS DISC IN CX CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER/DEVELOPER � �. � / GRAPHIC SCALE w CALL TOLL FREE AND RANCHO CALIFORNIA ROAD, 1,8 MILES NL ON RANCHO CALIFORNIA ROAD 27555 YWZ ROAD,SUITE 400 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE KV, WOODS I DE LEGACY, INC. 1-800--422--4133 ■ ■ ■ A CALIFORNIA CORPORATION z �A,CALIFOF�NA 92591-467'9 CORNER [� THE INTERSECTION 1' E. OFA 1' CHAINLINK FENCE, 21' x 16' CONSULTING 909.676.8042 FAX 909.676.7240 ■ nrww.RBF.com AROUND SO. CALIF, GAS VALVES, 40' N. OF P-P, (NO•II) 94' N. OF THE CENTERLINE 23121 ANTONIO PARKWAY ` // o SUITE 120 / * BACKWATER VALVE --LOTS 21 31 69 34--38 & 40 OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. RANCHO SANTA MARGARITA, / o TWO WORKING DAYS BEFORE YOU DIG ADJI DATE: 9-13-82 ELEV. 1128.410 CA. 92688 LDOO- 136GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q%VESSIpDESIGNED BY DRAWN BY CHECKED BY - Drawing No• o A / EWS EWS MT RECOMMENDED BY: DATE. B l7 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 0 Contractor HORIZONTAL ,�`�� �c� j�l�� c^� P)ans Pre are der The Supervision Of o SEE ABOVE AS SHOWN W No.43090 y0 ACCEPTED BY: DATE: f zl e' TRACT N 0 . 24185-2 Inspector Exp. 3/31-04 Date: -1 00 DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER 2 � .A -r� PRECISE GRADING PLAN �. M I CHAE A. TY RONALD J. PARKS �.r.,.• ,.,...,�� < Date Completed eted VERTICAL -tiJf' C]y 1� ��ti A'. Y' A:c':.5'A•~ Q P tF �� `1c�0 R.C.E. No- 4309 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 �f�; � � 9ag:�:� - � N/A C� PHSAE 3 LOTS 1 9 , 31 41 SHEET OF 8 • 2 1r 1$� r•S)• � 16 52 45.11 ^?h � o , 3p ,.`Y� /^� _ -• •99• 42.12 �-� / 28.49' 18.88' 71 / 31 .95 � - r w f �o8 vi N� 'o �'S• ' \ �G 2 . 1 SLOPE proG -\ / 7 � 8. . 0 -44o I _ � F 1. HP Nk \ .- p _H 1.0'� N viI 1 53 G o \ F '8 N o 17.6 Z -�`� 12 N o r- I NP 4010 \ s ; ° 68.2 66.4 5 .7 - ` ;, 71.7 2 FG 8.2 I 1 • o" 'L,ag , 164 •� �� \ FG 5 27 FG 1 0� z 4 6 i FF 6 . •0 \ 4 ❑ 1 16� 7 �1 G S' 4020 FG1. 7 401 Q 8 1 •6 t 4 030 \ 6 \ /N 17't FF 66.6 28 .7' I G 117 FG 6 F 2.4 v i FF 1168 6.6 4 G � E 117' 7 A � PE 1 •9 4020 FG i 1165•� •� � 62 G'� o� Iro• ' B ' 71'7 0 168'2 �'S� I FF A 6 �" { F 0 116 ev FF 1167.,3 E I IA/ 70. 7 `R Y V 67 0 �e PE 3 4• F 62 Gg 63 6 n 0 1 166. 66• I 6 G 0 �., pF . 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'S '9 3 t vi N '� A � ��01 63.3 'oa l7Qk FG / 70.5 020,LF i 7'� fi5.3 3 , " r `r / FG F' . 65. w4 402 .� fig.5 � ' �` `. ; 'x FG FG 66 3 I 64.2 FL_GB 17 20 20, 66.3 FG GB GF fi5.5 •4 g't / 2 � 0 2'DF 5 ,,� ;� ' S.7 i 6.5 65.2 _ I ^ fi4G6 64 FG ZO��"-OF �\ FF 116 � 401 69 67. GF 6 FL GB o I I ,o-, 5. •2 V`� 0.2 0-5. 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N1, T-29-81 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. -• -'" v OWNER/DEVELOPER 20 0 20 40 60 CY_ CALL TOLL FREE AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD Y" 1-800-422-4133 � � � 27 1�����goo TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N,W. WOODSIDE LEGACY INC. A CALIFORNIA CORPORATION z TEMECULA CAL FCffAA 92591-4679 CORNER IF THE INTERSECTION Y E. OF A 1 CHAINLIW FENCE, 21 x 16 23121 ANTONIO PARKWAY GRAPHIC SCALE CONSULTING 909.6TS.>>l042 ■ FAX 909.676.7240 * wwwPW.corn AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO,#) 94' N. OF THE CENTERLINE1 SU I TE 120 , LDa 1 - a 1 3GR rr OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET I' W. OF MONUMENT, RANCHO SANTA MARGARITA, * BACKWATER VALVE -LOTS 12- 179 26•-29 TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE; 9-13-82 ELEV. 1128,410 CA. 92688 LDOO- 136G R DESIGNED BY DRAWN BY CHECKED BY 3-1 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK VAM SCALE Q�0 S S 1 pH'! RECOMMENDED BY: DATE: . ?►�✓ �� C ITY OF T DEPARTMENT of PUBLIC WORKS Drawing n 9 no 1101 r1w1 REVISE LOT 25 �tf ��O ��` A• t � EWS EWS MT HORIZONTAL 1t; 111 l� P1 s ep, r d Under The Super v i s i on 0 0 Contractor � , y _ ACCEPTED BY: DATE: ?.l •� TRACT N 0 . 24185-2 3 Inspector SEE ABOVE AS SHOWN d Exp•/309-o Da t e: DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENG I NEER1-1 4MICHAERONALD J. PARKS :Tx `:: A::A„A:. PRECISE GRADING PLAN Q VERTICAL Jf CIV 1�. ti! MAN ' Q Date Completed �lF F4�� 4 90 3-31-04frf - - n. N/A OF CI►�1 R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 �,,,,� PHASE 3 LOTS 10 17 , 25 30 SHEET 3 OF 8 r? 4• rs. �,•• �" 28.77' -H o 79. 1 HP 0N0 1 .0% , 34.80, 89.06 _ - 0.� 'o. g'I , .3' _o N 24 11.3 t - ,�► F �\ 79.3 79.3 $ - o FG 4020 FG J 2 ; 1 SLOPE TOP 8 1 '8 8 F G �o�G .- FF 1180.0 1 h ��o h� ��•� �g 'I 18-9'f 0 PE 1 179.3 79.3 0 �. 11 FG LO 78.5 w E-GB 0$ 1 m no m r'_� . "_ ^�• o� O' `�S, S \ �g' NGF GF 79.5 E ^ FG To r N to - bf ry jr o °' f O ryry :WL o 1; � 1 �n � `1'c� � o � ? O a '1 F �o o PO 5"Fly Sp O•�O � � � O � 7 ' 77.01 \ Q o' r 6 FS 1 p ^o•�O ^ 111 7.44 / I ry 140.000 LLJ G--•-- -- -- % _., . . ! T TE� 1k \ _ 78.6 2 -- / �, -- .8.. _ \ Ile _ � qp - w W ! cn CD ST '1� CO (O 0 N C-4i F� 1� �g0. 014 .G� •33 40.09 9.91 .20 8.2 ' _ �� off° 5' IIS �• ro00 Co 1> ao ��co F G r r �� � rod' g. 8 s \ `� � Z6 sd► . � 5 r I 3 LO k O FL-GB 77.8 Lit 768 h ?O �\C 9 �_GB. Ld '�� ,c•9 9 a•ecif /'4020 o be eM G ,o G ' c7 79.3 r (ED 1 E FG i o I , i FF 1180.0 I 18 N O I 4010 80.7 -� .-- PE 1179.3 \ g�; TO 9 �C 1 moo/ %� ►� I C\179.3 79.3 I i r- 1 0� ,0 12't FG FG V o \ FF 1178.5 cn o zo PE 1177.8 1 .0� °o N 20 0 20 40 60 o --- , 8, s 0 79. 1 HP > N Z - # GRAPHIC SCALE \ ` o 1 .OX d: co 77.6 rO } HP CD o •s o c� W �p V) "O• � � Underground Service Alert BENCH MARK \ \ • Q 64.45 s8.2s' o PLANNING ■ DESIGN ■ CONSTRUCTION COUNTY OF RIVERSIDE B.M. NO, T-29-81 LST` 1 Uj 2 112' BRASS DISC IN COIL, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. OWNER/DEVELOPER ` ca w CALL TOLL FREE AND RANCHO CALIFORNIA ROAD, 1,8 MILES NL ON RANCHO CALIFORNIA ROAD U 1-8 LL TOLL FREE V5W YWZ ROAD, sung 400 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N,V, WOODS I DE LEGACY, INC. -14 A * BACKWATER VALVE -LOT 18 A, CALIFORMA 92591-4679 A CALIFORNIA CORPORATION MECUL CORNER OF THE INTERSECTION 1' E. OF 1' CHAINLINK FENCE, 21' z 16' Z CONSULTING 909.6"lds0�42 • FAX 909.676.7240 ■ www.RBF.com AROUND SO, CALIF, GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE 23121 ANTONIO PARKWAY r4. r, o SUITE 0� OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, 20 D LD01 -013GR RANCHO 1 SANTA MARGARITA, CAPRI WAY TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE; 9-13-82 ELEV, 1128,410 CA. 92688 LDOO-- 136GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY o SCALE Q�0 F E S S jON � Drawing No. 1/01 CW REVISE LOTS 19 & 21 ,/ p �� EWS EWS MT RECOMMENDED BY: DATE: 3 C ITY OF T DEPARTMENT OF PUBLIC WORKS 0 Contractor HORIZONTAL `�� `���` A jrl `y �9y Ions Prpar Under The Supervision Of SEE ABOVE AS SHOWN � No.43090 r ACCEPTED BY: DATE: 3 / TRACT N O . 2 418 5--2 LO Inspector 4 Exp. 3/31-04 Date: Z •� d DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENG I NEER M I HA RONALD J. PARKS g:� :--`:.x::r:A:;A PRECISE GRADING PLAN EL A. 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FG FG ` II ❑ g6 . I 43631 TIRANO DRIVE " EX. MODEL d EX. MODE 0' O I 5.4 t L OD��" 1 Z 0 II EX. M \ 0 I N � r II \ U I08.5 1 .0z _ 1 .0z \\ I 15.3 t G 5 HP II � - r \\ •�o �`s , I be?- � � 20' 1 20' cv o o �+ - 9 0 25' 25' 1 - 1 .0%---- -0 t r I n HPULO I N ¢ 00 Rcl-`_17s 60. 12. rs .8 os h 55. 15' 2. 1 SLOPE - v _--- o SUNNY ME7ADOWS200 20 40 60 - CD GRAPHIC SCALE 0 Ui 0 r� ca o_ 0 o r� w Q Underground Service Alert BENCH MARK = PLAN N I N 0 ■ D E s 10 N ■ CON■TRU CTI a N COUNTY OF RIVERSIDE BA NO, T-29-81 w c (n 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. OWNER/DEVELOPER U Uj CALL TOLL FREE AND RANCHO CALIFORNIA ROAD, 12 MILES N.E. ON RANCHO CALIFORNIA ROAD 1-800-422-4133 V5W YNM ROAD,SUMS 40o TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. WOODS I DE LEGACY, INC.A CALIFORNIA CORPORATION BACKWATER VALVE --LOT 85 & 89 CD z 1'EMECULA, CALIFORNIA 92691-4678 CORNER OF THE INTERSECTION F E. OFA 7 CHAINLINK FENCE, 21 z 16 0 C O N S U LT I N[3 909.67"6.9042 ■ FAX 909.676.7240 - www.RBF.corn AROUND SO, CALIF, GAS VALVES, 40' N. OF P,P, (NDJ) 94' N, OF THE CENTERLINE 23121 ANTONIO PARKWAY Q OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, SUITE 120 RANCHO LDO 1 -013GR RANCHO SANTA MARGARITA, � TWO WORKING DAYS BEFORE YOU DIG ADJ, DATE: 9-13-82 ELEV, 1128.410 CA. 92688 LDOO- 136GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE J OFESS10't DESIGNED BY DRAWN BY CHECKED BY Drawing No. o 1/01 CW 1 REVISE LOT 82 Zf of �p ` A EWS EWS MT RECOMMENDED BY: DATE. ..3 *"� / CITY OF T DEPARTMENT of PUBLIC WORKS r- Contractor HORIZONTAL �� ���` jy! �y 0 �9 I ans Pr are nder The Supervision Of O SEE ABOVE AS SHOWN W No.43090 ` ACCEPTED BY: DATE: L/ �� r TRACT N 0 . 2 418 5--2 L Inspector a Exp. 3/31-04 Date: W4.4101/45� DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENGINEER PRECISE GRADING PLAN M I HA A. AN RONALD J. PARKS 'A'` Q VERTICAL 'f'f C 1 V I�, ti� ,a: : A':::A':.1'n'F Date Completed l Y O Q N A 'F O F• C k\.\N � R.C.E. No. 4 90 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 far 'i9e9 PHASE 3 LOTS 8 2-8 5 8 9 & 9 00-1 / "� ' SHEET cJ OF 8 SE TRACT 13DRY q E a �T E NO ro C00,5) 16 Ile 00 TRACT 24185--1 10.1,' r - J .--- N- `"' - , ■ ` `'-� _ __ f_ _ . .. ` �. 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A CALIFORNIA CORPORATION z TEMECULA CALIFORMA 925M-4679 CORNER OF THE INTERSECTION 1' E. OF A 1' CHAINLINK FENCE, 21' x 16' CONSULTING 909.67'6.x042 FAX 909.676.7240 ■ www.RBF.com23121 ANTONIO PARKWAY 0 AROUND SO. CALIF. GAS VALVES, 40 N. OF P.P. (NO,#) 94 N. OF THE CENTERLINE < SUITE 120 OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ADJ: DATE: 9-13-82 ELEV, 1128,410 CA. 92688 LDOO- 136GR CD � ' DESIGNED BY DRAWN BY CHECKED BY r CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Quo F E S S I pN` CITY OF TEMECU A Drawing No. 0 A � EWS EWS MT RECOMMENDED BY: DATE: %1�1.� DEPARTMENT OF PUBLIC WORKS T� 0 Contractor _ HORIZONTAL ,�`� �� �� `^� )Plans PrejDar nder The Supervision Of o ACCEPTED BY: DATE: g Z! a� TRACT N O . 24185-2 LO SEE ABOVE AS SHOWN a No.43os0 DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENGINEER NEER PRECISE GRADING PLAN Inspector Exp. �/3�-04 Date: Q RONALD J. 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W . D . AND RANCHO CALIFORNIA ROAD, 118 ILE CA S I CALL TOLL FREE WOODSIDE LEGACY, INC. 27555 YNEZ ROAD, SUITE 400 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA RDA THE KW. z 1-800-422-4133 ■ ■ ■ A A CALIFORNIA CORPORATION z TEMECULA, CALFOFi1�A 92591-4679 CORNER OF THE INTERSECTION 1 E. OF A 1 CHAINOW FENCE, 21 x 16 n CONSULTING 909.676.8042 ■ FAX 949.676.7240 . wwwFBF.can 23121 ANTONIO PARKWAY Q LD01 -�013GR Q AROUND SOI CALIF. GAS VALVES, 40 NI OF P.P. (NO.#) 94 N. OF THE CENTERLINE SUITE 120ch OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ADJI DATE: 9-13-82 ELEV. 11281410 CA. 92688 LD00- 136 GR � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK oz SS10 DESIGNED BY DRAWN BY CHECKED BY Drawing �• o SCALE Q� N,� RECOMMENDED BY: DATE: 3�z��o� C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS r- 1/01 CW 1 REVISE LOTS 117, 120, 129 & 132 ��O ��` A jr EWS EWS MT o Contractor HORIZONTAL ,���` ��� Plans Prep ed r The Supervision Of --. ACCEPTED BY: DATE: 3 °`� T TRACT N 0 . 24185-2 7 �? SEE ABOVE AS SHOWN � No.43090DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER r EXP. 3j31-04 Date: ti/140/0/ PRECISE GRADING PLAN Inspector RONALD J. PARKS s M CHAEL A. TY ' ~ VERTICAL r C I V 1 r" Date Completed �lF �o� R.C.E. No. 43 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30--01 fl :..ieee: PHASE - 3 LOTS 1 16� 21 28- 138 P N/A OF C k\� P P �•� � SHEET 7 OF � r i i 8 •96. i f i / I { n ! 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PE 1 132.0 0 , 29.37 I I 3 , v, 5 TC 'S'S�'�5 H • F ~ 43856 CAR I N I G CT � 31 .1 , 2 10 39 29 FG0 - - - • 9 T _ _GB '• o 107.71 it 1 -0%1 .06 29.26 115.32 f II i N f o 1 .2 � ; I I� � - - 1 .0% --- �- 9.9G LO i 31 • 2B 31 .2 •�r I FG G 31 .2 G ae I E r F I 2 a G %S1 i © I 10f ` 40 ^, 2P+35-01 31 .2 �n 6 DWY I 17.36 4010 0, N , 31 •g 3 ,4 0 I rL°�• 1 911 X ►i f `n N FF 11 1 2%05 i f , 31 .22 1+23.78 LO ,n 10 PE 1112-.2% , �,C� F`� I o GF 31 .4 FF 1131 .9 M I I� 31 H i 0 1O CARZN1 CT 10 1-F 1 1 16.87 , 26 DWY PE 1131 .2 0 43861 0.1 I i .� o 5. 26. 13 I s 9 7z 43862 CAR I N I CT -- I as 1 , TC �, 30. 30 F 1 . I o 1 I 23.6 0.30 DF G f -1 '2 F Tel 1 '* �S � 0 55'1 0 27.6't 1 .Ox 30.3 t � '6� 1 .OX ` cri -G 28.88 --- --- 1 l 64.5 F[. -� . I 43 a 'S •,�� _ TG --_ ,.,_ 23.56 30.0 64.50 119.74 - ani 31 .0 FL-GB o 20 0 20 40 so 107 .56 CARINI HP COURT SEES NST0 GRAPHIC SCALE 7 j ro w Q Under round Service Alert BENCH MARK W - PLANNING ■ DESIGN ■ CONSTRUCTION COUNTY OF RIVERSIDE BA NO. T-29-81 � 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE I.NTERSECTION OF FRONT ST. OWNER/DEVELOPER w AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD ** CARSON NO . 4 METER BOXES ARE REQUIRED PER R . C . W . D . CALL TOLL FREE 275x6 YNEZ ROAD,gun E 400 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W, WOODS I DE LEGACY, INC.. � 1-800-422-4133 ■ ■ ■ A CALIFORNIA CORPORATION z TEMECUIJ►, CALIFORMA 92591-4679 CORNER OF THE INTERSECTION 1 E. OFA 1 CHAINLINK FENCE, 21 x 16 CONSULTING 909.676.x042 ■ FAX 909.676.7240 ■ www.RBF.cam23121 ANTONIO PARKWAY AROUND SO, CALIF, GAS VALVES, 40 N. OF PIP, (NO.#) 94 N. OF THE CENTERLINE Q SUITE 120 OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, RANCHO SANTA MARGARITA', TWO WORKING DAYS BEFORE YOU DIG ADJ, DATE, 9-13-82 ELEV, 1128,410 CA. 92688 LD00- 136GR 0 CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK p�E S S Ip DESIGNED BY DRAWN BY CHECKED BY Drawing No• � SCALE Q� ,I/ EWS EWS MT RECOMMENDED BY: DATE: a� CITY OF T DEPARTMENT OF PUBLIC WORKS o A. HORIZONTAL ,�`� c� j�l� `nom P ns P ep ed er The Supervision Of o Contractor �y r-, ACCEPTED BY: DATE: t av r TRACT N O . 24185-2 Inspector SEE ABOVE AS SHOWN Exp../31-3004 Date: 66 DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER PRECISE GRADING PLAN MICHAEL Ak TY RONALD J. PARKS N VERTICAL I y J\v Date Completed �jF Fob 430 3-31-04 °l,.f : 9:: PHASE 3 LOTS 122- 127 N/A OF C��� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 SHEET $ OF $ z