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HomeMy WebLinkAboutLot 1-32, 65-78 Precise Grading LEGEND �� - PROJECT SITE NdEV.V0 A --r- TOP OF CURB 0000.00T C z K z FLOW LINE F.L. rim —10, A M HIGH POINT H.P. IT Tri. IT Tn. s- OEr B s' 5, B �r C s' C Y wiff S T [R A C T N [1 24184 1 PRECISE GRADINCi PLAN FINISHED GRADE F,G. MIN Ido MIN MIN UMMIN FINISHED SURFACE F.S. L11TS 1 32 AND 65 78 VIA M GARAGE FLOOR GF 0000.0 Z H PNN X � PAD ELEVATION PE 0000.0 FINISHED FLOOR FF 0000.0 o CAD ao z O zco o N o N ode NA WATER SERVICE W x _ LEES, SEWER SERVICE S PROJECT1 SITE 88 2 1 AIR RELEASE VALVE � 4 3 .� P1q P'n'A O1� TYPICAL SIDE YARD DRAINAGE 0 FIRE HYDRANT XY DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 5 C CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. Cq� �'�Y DRIVEWAY WY. 19 q - SEE ST. IMP.PLANS FOR � STREET LIGHT 0_� IMP. WITHIN R W I � R/W TO SAN DIEGO SLOPE 10 INSTALL 4" ROUND 76 6 4 GRATEVICINITY MAP EXTRA DEPTH FOOTING I-7"`�- SIDEWALK 9 75 INDICATES AMOUNT OF .X 4" .C 86 5 . V . P -� 10 74 " � NOT TO SCALE w EXTRA DEPTH F❑❑TING INVERT OF PIPE 1 11 � ABOVE GUTTER FLOW 3 ACCESS RAMP LINE 12 2 54 GRADING NOTES FM ` 4 7 Y --__r__y �r +�� ` Q 13 5 53 38 1, ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, LOT NUMBER �X 1% 4x4 x4 P.V.C. TEE a_ 71 81 AS AMENDED BY ❑RDINANCE 457, 58 INDICATES MODEL CURB k GUTTER7 3" P.V.C. (SOH. 40) ` 14 7 D 52 39 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. OR ALT. 3" o 51 40 37 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE UNIT TYPE 4 ¢ CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES, B _ CURB OUTLET 85 0 4, � - , INDICATES ELEVATI❑N CONNECTION DETAIL 68 50 D 36 3. MAXIMUM CUT ❑R FILL SLOPES 21. 0 L� 17 ¢ 67 6 49 42 " 35 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL WATER BLOW-OFF 01 (ENCROACHMENT PERMIT REQUIRED) FILL SLOPES OVER 5' HIGH. 62 THIS LOT REQUIRES A BACKWATER VALVE 10' OR 12' cn 18 66 ? 48 43 0 34 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PER SECT, 409 OF U.P.C, PER APPROVED g' v p 63 � z 82 S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY n V 19 w M A FINAL COMPACTION REPORT FOR ALL FILLS WATER AND SEWER PLANS, C SEE INDEX MAP ) 48 16 65 47 44 3 PLACED AND WHO SHALL SUBMIT �T^1�IN G WA�� MIN.17YPH v 64 ❑VER 1' DEEP. I a 12' MIN, ABOVE PAD ELEV, 20 F 46 45 pFt� ��G� 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA I MAILBOX 12" MIN. 21 ARq J' ENGINEERING DEPARTMENT WRITTEN CERTIFICATI❑N OF COMPLETION OF ROUGH (TYP. ) CLR• 22 32 �y GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO (F�E�Or CUtAb or fpr ROUND OFF TOP 3 4 28 29 ma. 30 31 �'� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATI❑N SHALL BE TO LINE, v &ACAL Of _W P/L 2 27 GRADE, ELEVATI❑N AND LOCATI❑N OF CUT / FILL SLOPES. pO5-r) I 5' DEP TO 84 83 7, PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG P.C.C. CURB Dc M�fJ. LA TOP OF CUT SLOPES. SIDEWALK GUTTER 4 ROAD S�EET� 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 6 MIN. 5' MIN, P/L 5' MIN. 6' MIN. MAILBOX LOCATION (sou..eowFor.M ONE FOOT. 3' MIN, 1' 1' 3' MIN. DETAIL NO , 1 DN/G N�. �5) SECTION A '— A 9 AT E GRADING PRELIMINARY SOILS INVESTIGATE DONE IN ION CONFORMANCEB WITH RECOMMENDATIONS OF MUDSILL MIN. MIN. MUDSILL N.T.S. Y. FOR REAR YARD SLOPES GREATER INDEX MAPCONVERSE THAN 5' IN VERTICAL HEIGHT � CONSULTANTS DATED APRIL 26, 1996 d �' d:•.•_. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE SCALE 1' = 200' ENGINEERING DEPARTMENT WHICH SHALL INCLUDE F❑UNDATI❑N DESIGN RECOM- ' 6+Lo0. MENDATIDNS AND CERTTFICATI❑N THAT GRADING HAS BEEN DONE 12. MIN. 12' MIN. ANCE WITH THE REC❑MMENDATI❑NS OF THE PRELIMINARY SOILS REPORT, 27. MIN, 2=1 MAX, 6' TYP, 2% MIN. 52.00' 54.00LOTS INCLUDED 10. THE CONTRACTOR SHALL NOTIFY THE CITY ❑F TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694---6411 AT LEAST 24 HOURS IN ADVANCE 21% MAX, MIN. 21% MAX. _71 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTI❑N, THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTI❑N FOR SECTION B B EACH LOT, 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN P/L ER❑SI❑N AND INSTABILITY IN ACCORDANCE WITH ❑RDINANCE 457 PRI❑R TO THE APPROVAL OF FINAL INSPECTION. � 3' MIN, 1' MUDSILL MIN, 6' MIN, co 3 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. CONSTRUCTION NOTES & QUANTITY ESTIMATE 13. FINISH GRADE SHALL BE SL❑PED AWAY FROM ALL EXTERIOR WALLS AT N❑T •..� 2 N❑. ITEM QUANTITY UNIT LESS THAN 1/4' PER FO❑T FOR A MINIMUM OF 3 FEET. A 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 12' MIN O LOT GRADING (46 LOTS x 15 C,Y,/LOT) 690 C.Y. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA 211 MAX. TI❑N (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA 2'/. MIN, 6" MIN. Q INSTALL TRAFFIC BOX, BROOKS MODEL NO, I-T, J & R CONC, 13 S.F. TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, 21% MAX, MODEL NO. V-2R ❑R EQUAL APPROVED BY EMWD 15, EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE SECTION C +"� C PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TYPICAL LAN- TYPICAL OVERALL FOOTPRINT DIMENSIONS TED WITH APPROVED TREES, SHRUBS, OR C❑MBINATI❑N THEREOF, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, C❑MBINA- SCALE, 1' = 20' TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE 0 PERMANENT IRRIGATI❑N SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER U.P.C. CHAPTER 10.R, ' Underground Service Alert BENCH MARK w 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R © Robert Bei?, hill iam Fmst do Associates CITY ff RIVERSIDE Dx T-2 9-e1 SURVEYORS T❑ COMMENCEMENT ❑F ANY CONSTRUCTION/GRADING,N X PROFESSIONAL ENGINEERS, PL 2112' BRASS DISC IN COIC, CYLINDER LOCATED FRQI THE IN11IRITQH ff FRONT ST. p �y�QP� 27555 YNEZ ROAD, S1' 400*MUCLA CA' 951 AND RANCHO CALIFORNIA ROAD, 1,8 MILES HIE. a RANCHO CALIFORNIA ROAR 17, APPROVAL ❑F THESE PLANS B Y THE CITY OR ITS AGENTS DOES N❑T RELIEVE Cnn CALL �.L F1�EE (909) 676-8042 , FAX (909) 676-7240 TW INTERSECTION ff RANCIC CALIF[RNIA ROAD AND MARGARITA RIlAD,1N THE KV, WOODS I DE HOMES THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY F❑R THE C❑R- w 1-�8U0--422--4133TO RECTI❑N OF ERRORS OR OMISSIONS DISCOVERED DURING C❑NSTRUCTI❑N, UPON CHER ff THE INTERSECTO I' E. ff A 7' DIAIWIW FENO:�, 21' x 16' 3021 1 AVENIDA DE LAS BANDERAS REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED C AROID S4 CALIF. GAS VALVES, 40' Ni OF PP. (NSB) 94' N. OF THE CENTERLD�E SUITE 200 T❑ THE CITY ENGINEER FOR REVIEW AND APPROVAL. 0 OFRANCHD CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' V. OF HKENT. RANCHO SANTA MARGARITA CA 92688 LD98-044 GR TWO WORKI NG DAYS AFORE YOU DIG AD,� DATE. 9-13-82 ELEV, 1l2B.4]0 PO CONSTRUCTION RECORD DATE BY REVISIONS DATE 'D BENCHMARK �p F E S S 1 p DES I GRED BY DRAWN BY (PECKED BY Drawing No. o SCALE Q *4 M T RECOMMENDED BY: DATE: CITY OF TEMECULA �� CF �I C wOF�cs to b 9!g R8� I REV PRODUCT TYPE(L0TSZ1,6_ 7l ��p ��` A j y ADEL S. CASAO ADEL S. CASAO Contractor //7 8 � Z �� �� �� HORIZONTAL ��� l�� PI ons Prep d Under The Supervision Of Q y Y: DATE: G �� TRACT NO . 24184- 1CL F OD l S ABOVE AS SHOWN W No.43090 - ACCEPTED B _ __ _ SEE � Date: $ DEPUTY DIRECTOR OF PUBLIC WORKS T . r�.;.r PRECISE GRADING PLAN 0 � Exp. 3/31-QO ! ,� Inspector '� M I CHA A A. LMAN RONALD J. PARK ,,.,,�� A.,:,.��.-�:.�p � LOTS 1 -32 AND 65-78 o, VERTICAL Jf C 7 V I\, �� _ � � 090 3-31-00 19744 9- 30-01 Date Completed R.C.E. No. Ex ires R.C.E. No. Expires SHEET 1 OFj N/A FCk- T I TLE SHEET Pi nT• n4---n7-qR LE �N q OPEN SPACE OPEN SPACE LOT 88 LOT 87 R Iry �ry 43.00 1 128. 17' Or1r 4V 3' oc � 202.( •' . 72.02' N FLI H10 �• 1 0A� 12oz•G / y 02.4 N 02,4 FL, HF' EG EG ^ 029 CY_ FGN\*4� 3 s.D N 88•ss PE 1202.4 02 9 F'G (V FE 1203.1 FG OAS o PC 1� FF 202.9 Zo�L -310 s 12p3 6o- °`° ~ ® 9g 15 .`` ,� n3 s .96, 589± l ` / /a Ao, • 0 2.4 �- rp FG 4 01-2- 7 I.2- 7 %, .�2 °Z• o, F�, 0 a R N •3 F 103 Q�. ' ti`Z F 1�°4 S �G 0 •�• j 1�� 9 Ss GF 1202.6 b0 2,4 2 12, GF GF- FG F ry Fol .2 f 1203.1 1203.1 � �4 .A v IceCK) Fl• �'�o �. FG 02.9 120Co 4 N N 1•5 F- 6� o FF 1X04 7-,. C94 -Nz . C5 °3 0 Q F 4 10.9 �► off. �, �" 50 202 IN 9 O •04 ' 7' �'' �� OZ'o GF 1X0 • ~ ,� $ � d'' S �Fti �. � �bi 2. 18 38 `�' �' ti- �� o' v' off' °3. 6 • ° �v ��• g r2o 2 o -oo• �. o� 6 4p voo �' °V FGS 2, qR .� 0 92 IV 0 ,[ �.►� M � °� � �j � C' 1� w J% � 4 n� � N 1'1.°.� G• �� � � � `�y• �� 8 FG 1c'p 3 �L�. � IV 4, "' • w Q- 0 00. 21 0 oti.� 2/ � � � ,� CF 1198 .95 o .a n 18 T •C• GO co ti �S �U ' ADO' G. 6, CA1 � S�ti00 ►� .\ . N o1 q 3 �r , 19 83, N , "� 22 22.97 ` % o '� 2 T 36 g. �' 11g9 86.24 ��' ° Ol• +� J/% +1 �• ��l�• O 6fp O� 119.81 ' ao � 6' � �1gg G, v 'S ' 1•/. `° � ... - N �a• U O 202.8 79 �o' co 11 r - -,� oCD v CD SCALE 1 " 20' DI.O ey, �' � O ~ of I0' r- 7 N IL 20 10 0 20 40 60 321± 1199 .47 �� T •G. Q 2 cn N o © �3 GRAPHIC SCALE IN FEET _ I--' a © -4 o F /ZOZ• 7Z n ru oa w 18 �n 1199'34 ���yCD 0) ' _ LL (L1 0jO 5 •C. Q CD , n " w N OD ��, 35'± OPEN SPACE LJ- LD �; Li N ly, a_ �, LOT 79 ti L X �� C� 19 Under round Service Alert o�;�� 9 c 109.97 0 119.73 10 1%, '� Z0 ' cn \0 1199 .07 N 6 T 6' PE 1200.2 CALL TOLL FREE Robert Bei?; Filliam Frost do Associates EE 3o e 77Ln 1 -800-422-4133 PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P E 12 0 0,0 10' 20' 30 w Cn 27555 YIEZ ROAD, STE. 400•T13CM.A CA. 92591 X 20' 10' (909) 676-8042 FAX (909) 676-7240 v � w SEE SHEET N0 . 3 °- M WORK I NG DAYS BEFORE YOU D I G LD98- 044- GR 3= a CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK SCALE S S 10�, DES I GIBED BY DRAWN BY CHECKED BY Drawing �p A "�� ADEL S. CASAO ADEL S. CASAO MT w C I TY 0 TEMECULA DEPAR nm OF PURI-IC WORKS o RECOMMENDED BY- DATE: Contractor HORIZONTAL �� `���" jr� `y d- � w y Plans Prepay Under The Supervision Of y // Q ACCEPTED BY: DATE: _�O T TRACT NO . 24184No.43090 - -- - 1 Inspector SEE SHEET NO. 1 1 20 Exp. 3/31-00 Date: 'MrUTr "Mr-CTMOF PU6UCW01�1� 401120�J Al.D J. PAgKS , x,:, MICHAEL A. T AN ...A.,... PRECISE GRA 0 Date Completed VERTICAL sl'j ci v��. �,��� '' :Y""'� DING PLANS � A• CL N/A F OF CI►���`� R.C.E. No. 4 90 Expires 3-31-00 R.C.E. No. 19744 Expires 9-3401 -r, ices w • LOTS 1 -7 A N D 78 SHEET 2 OF rj PLOT: 04-07-98 JN: 401339 55 56 57 � 58 I PE 1198.8 PE 1198.6 PE 1198.3 PE 1196.3 1 I -4 1 I 53 — — _ 75.74' 1 75.79' I B� 75.30' — — - -- _75.— 60 LZ � 75.29 ftco � I 8 1 47.58 000 �G�� �.I, LO cv a, r C — -- 1 75 q ...�— 80 72.Q0 ci G n 1 1199-o -a11 99.4 o +� ino 119(•-(� �i I 1194 ''F ++ � �� �` 92 p 1 I'1 P F G r ,�, 90•� o ►.-� N P I F�, 14 P co _94.so r.w. — � VAP G ' p0.5 � 1199-� ... 8 _ I �r Q '�' �(' _. 99.4 I•� - 97. 96.8 18/ �� o ? 96.8 94,6 o IJ L_ i5!P G 0 12 � N = FG o FG 4 FG Q N FG 15' FG �' FG I: FG N 94.6 92¢. I 1190 4 _-H 9 FG /``� - o rn LF .00,5 y FG FG I 90,2 I.�• N I FG -I o PE 1199.3 PE 1196.8 ` PE 1194,6 x¢.30 .,�, F'G •� ,Z PE 1199.4 FF 1197,5 - I FF 1199.0 � FF' 1195,3 � 9O.507.-F � N � � 90,2 1 PE 1199.9 FF 1200,1 .I 1200,6 0E�lP FG I E 1192,4 •- FF 74 ` � _ PE 1200,5 76 75 •y 73 94f,so rAV FF 1193,1 iv PF 1190,2 9D, p 201,2 = 3 3 r.f• .Z F`F 1190, I FF 1 =: A 101t _3 A E7/]96, N •� N• 70 1 • FG 0 78 •` 77 A .I 1 AR 5.a GF 1 69 GF Fi., '8 1194, �• 3 0 PE 1201.0 AR ,t 1198. g / a A 1 PE 1188.1 � 7 � 4.3 .4 GF 5' 97,6 GF 1198,5 13, 13 GF 1197,0 FG GF 1194,8 AR p N I 1 , 1200.1 GF 1199•( 96,8 .8�r� •Ga AR 7 GF 1200.1 •7' 98,5 Ki FG 97.6 - 3."� 12 9D. SO TF N � \ I ' 1190, 9,9 1 99,3 w FFG 3L4- .N FG aIS.� N 4�• I ` F�, FG F G �• 9F G F �F�,['I3 !'Py v °° �- Gg �� rL,[,�01 N N I r. a X13.3 92,¢ 0 2 . GF 1200.7 99 9 • - \ �•1• K t v• a: - FG GF •6, 1=G l.,C4C3 '�• N, vt!i' ti �. •S ep 9/S F.G. 9.3 1190,4 00.5 q 9 1 u L,vb� q1. 71 .2s' `' 71 -26' �' s 71 .26' ` h a� !�' Fc. ° �0 moo. d Fl. 1, I F G o e�1b' o, N �� yV S o _ S 71 .26' Q�' F�-,G I- 90.2 12 9.04' VV a ti - �p W S 91, .�• �9 FG � 72If .00 _ JV � 71 -26' 71 .26 bbP�' nri r �1 A `�� ��g 0 2 � �_ �b u/ 8 STREETBARLETTA 17 16 s 18 zo 15 •o . ro N 'n •� 2 1 'n •p A 0 4 --� U' V G,o c0 K o cD CP V 'A cD � 9�d �• S W �• � �s S W � S .o W 74. 17 k �o 74. 17 �� � �' �A 74. 17,y o, S � 0 ` .� �1 � � - a f U •� 1 '�' 94•.4 �` Qy- o�'� a.��h 74. 17 �, �A � 74. .2 0 q1•/� G V 4' I \ Fl- ` J - �9is ,� C(h S N FL ! o Fc,Uwry I 0 h 72.00 ol• �``� °D ° FL ��, ly . 97.7 97.8 ( 00 9,0� �1 14 95,3 ap B I �1� .q 74. 1 , 9.7 FG 5 12' FG N 5 FG FG FG 95, N 0 ��� �� V. 0 - 7 1 as 'Fl. " OF 1198,2 FG 11 I F P- \• ,����, FG GF 1199.2 GF 1195,5 X7.7 74. 00,3 r� OF 1199,9 g3' 90,8 b- o � 3rfi 7 00,2 q'1•� I OF 1 FG 12 13 F • 1 FG 7}• 0.0 195,5 193,2 G . 4 lr 1. W 00.5 FG �L 1 2 X99 0 I GF 1191.090,8 •3 0 0 ;t GF 12 '1 Fl.,G8 88. 1 00' AR A FG A �� I 93,0 FG 0 2 FG 3 FG AR � 1191,0 �.9;�� 8g•n 1 A GF _ �.3 j- F� 5 I SLI 3 10 Ell] � � � � A � � FEIE13 .15 A r 3 .� 200,4 FF 1199.7 FF 1198.7 FF 1196.0 `903T 1 8 FF 1 6.3r� AR PE 119 9 7 PE 11990 PE 1198.0 119�•� PE 1195,3 FF 1193,7 14 F 1201,0 9, Fl., F+P pE 1193,0 R •3 I F PE 1200.3 S ' F 1191,5 L��_Jj 99 0 99,0 �i 95,3 95,3 w . 9± IIgO.G PE 1190, 15 I PE 1200.8 c - FG 5 0 \ : 93,0 x'11 1fP 8 o • '� 2 99,6 '� FG I• . — N 98.0 I ._ FG N FG I FG 9 N 1 00,-- / \ 3 3,0 .l 00.3 FG FG 11�1�•� _., FG l�'1-� L} I - ry 1•/ FG I 90,9 g��T FF 11892 1 FG N t, N / F� NP \ �98,q FG o 90,8 `�•� BG.3l- P� 1188,5 1 9.7 Z P acv o o a F G 1 "� 11'12.$ ... ,� • N FG Imo° N °o �4a.o N N .. I a) 1 ,� � 1 � .I • T. 990 rn or 69.68 rs- 69.71 ' ' 00 �S o 3TC 88,5 g I PE 1186,3 0 00 ` �. 69.63 69.78' 8.5 s *Si I FG FG 3 ` ' 69.54 a - 72. 1 I 69.82 o I I .82 �� I 1 I OPEN SPACE LOT 86 r. OPEN SPACE 0 Under round Service Alert i LOT 85 . W w o SCALE 1 " = 20' � CALL TOLL FREE Uj Robe?Y B ii; Frill iam frost do Associa 20 10 0 20 40 60 1 -800-422-4133 e oF2M rYU�I�09 PLANNERS CA. M1� ymm w (909) 676-8042 , FAX (909) 676-7240 GRAPHIC SCALE IN FEET LD98- 044 GR 0 TOMO WORK I NG DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH NARK Rp I E S S 104, DES I(' D BY DRAWN BY CHECKED BY Drawing No. SCALEQ '�! MIKE meck3r f - ADEL S. CASAO MT RECOMMENDED BY: DATE: C I TY O TEMECULA �'� w PUBLIC woks io �B R8)t' 79EV PRODUCT'TYPE LOT 7l) ��a ��` A. j� �, < Contractor HORIZONTAL `v� l�� y�rVI Plans Pr are nder The Supervision Of Q . y 2C ACCEPTED BY: DATE. G TRACT NO . 24184 — 1 ~ Q % o 1 " = 20' � No.43090 p rLI T`f 171 I' 5001L 01+ ?U&,16 Id MKy Inspector SEE SHEET NO. 1 �` Exp. 3/31-00 Date: RONALD J. PARKS s �� MICHAEL A. T ANA'Y Ar; A� PRECISE GRADING PLANS VERT I CAL r' 1 V 1�- Date Completed if E� R.C.E. No. 43090 Ex ires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 'x, l98s N/A OF C A�� p ,LOTS 8-- 15 AND 70-77 SHEET 3 OF j' PLOT: 04-07-98 JN: 401339 � 1 SEE SHEET No . 5 25 1169 '00 PE 1170.9 >> d ^- CIV — I U ` ` N 59 60 61 1 — — `1 170.47 - 112.2 I ,__I 62 I / or PE 1193.1 I PE 1188.8 I PE 1184,3 PE 1180,1 I PE 1175,7 I PE 1172,0 I 66 130 6 0 0111 a 9D.207 W Y- B 6 3p R7 52 77FFL- 5 7 rW '�y s3 Tdv 72.2 T / n 05 p BB co //95. _k �� l — -- 5 FL_H,n I H'o "� N /% o I ` 1�1 G• Com°,C2, — . 90,c'i'7 r.r�V ,2 64.9 - • _- a LO 00f f 83.3 o I 2Gj- �.2D rF �G. F_L. 85,9 83 FG I CF) I .�G 3 99.81 . — �9 - FIG FIG Q .7 81,5 / ^ -4 I PE 11 B57Tw //B3.¢ FG 81,5 I 79,3 •/, o —cN '� lop ,y N — OE /IBB. / a 85,9 9 r� _ ,�.p � � o � r i I� FF 1186,6 , -7 I FG FG 79,3 �+ r' C Q IOMNI PE 1183.7 ^ �: ^ 1�• 13' .9D.2DT.r✓ I 68 FF 1184.4 i o �i H.P �` — �'' ' • + y 6_�oTF: FF 1181,5 � PE 117 I 1182.2 //79- / 3 0 67 I r P FF 11800 / a . i A � � •9 ° I 6 Lill IV a , / •8 GF ' 3 o I14 65 / '�• •�' �� s ^ N + + 1186,1 I 11%, GF 1186.1 /./ N ` GF I 2 79. 2 / Q y8� 873 B 1 11 GF 1183,9 81 85,9 � 1181,7 � AR FG ?'�•� � � � _ ,,,u,1 ` _ B7 2 8�. 3 I e FG 83,7 15 1,5 77 G. - FG 82,6 Mr�r FG ^, q I e — 2p ,?�r,4.- � � Fc.,�.B_ �' 82.9 FL. FG I Ba GF 1181,7 10 GF 1179,5 / 4t, �•� ,,� — B� 3 . 71 ,� 8° 9 a' a' •- ao B3' ` BI.B - gs 81,5 12 9.3 •� .26 ,F5 X71 26. �3�. �; rn N r 8i 9 rTw o D Fc.,6.B. d� n FG FG q, Z S w S 18.6 1 ' �p �,{� �D 3 V '2_y e" I 79.7 r. 52.44' _ 4�y 4 5 ' o� o p0 F o F °\oPlIZ, �vS ,� — g S 4 � � � � � Ld 0.0. A4/L, S 4.50 13, BARLETTA `� o �° ^� \ > > >� 101" �^ 12 STREET(10 •� •ss � '� •� �� �o a %, _ 'cS� 2 ]► u� >� O 11 > er c, 'n asp ^ i bio •�•�� � •�t3` 2 F� �o' r •► /Xv „ > — b' W 0 ' G co S > > >j V �• iv . — \ 74. 17' \ 3.84 •� '6, �, .�•��. 11\0BS. 4 F 1 �, z 39.fi5 0 S •n •(9 .o •-A 2 0°'75.7 Av — I .�,0 72.00 k — OPEN SPACE I 1,5' 86,3 ` � a2. � Bi i � �,�- �9. e 17.87 S ��� � �� 1pg — FG I ,G �, �e I � :� l a b • >> LOT 84 1b.5 39.02' • •`' ti A .0 3, 81.8III0 � \��,�• � GF 1186.5 85 2 �G GF i�84.2 g I F L Imp. 81, cn s- , S 3.19' 2 iI GF 1182,0 I •- �B. - ''a 'Ib b.b 5 ru \ n�� 86.3 I . GF . B `.' �/ I A 2 I a 79. ° 77.3 \ g I FG � 118 � I �, FG 1 �N �., .� •s, \ ,�V � GF GF 1179,7 I 78,4 , 12 F G �c.., �. \ . I � 16 � I AR ► 3 � N I �B�.�.. .6 7 G F 1178 F � G ° 79,5 2 I b 17 I F G AR PE 1188,5 I �3- � ; I GF FF 1187,0 I PE 1186,3 I �'' FF 1184.7 ' • / I . ' I PE 1184.0 I 1�61�wr FF 1182.5 �� I` 8' I g' q n I 86.3 6 � Z.��9 L.--- "�.;F�•► PE 1181,8 � �� \ � n 4� ',�0 Q• " `•, � ` 86.3 I ,� � - ,\ a I FF 1180,2 \ �x \� 1 FG / 7� 4 FG e�'0 e $ .o I 20 FG d I 81.8 pE --- /% FG I FG D 81.8 I 1 1179,5 I ` N //B lo. / --- �.�o N 1 ± FF 1179.1 \ \ n I ,y _ _ FG )0I H. 79,5 I PE 117 - \ r• d�3 o I AD I � FG o 79,5 o I !'' o I n I "� /-/o ,O N F G 18•t \ h Z 69.84 >, .0 O $ I --- 78.4 D % � 78'4 71 .52 I a► 1173.,3 FG T � o I ,� ��. ,y R I / '�• \ SCALE 1" = 20' 72.00 - I r• }' /x`78. 2 20 10 0 20 40 60 1 FLf .� \ c� . 72 52, 8 o I Underground Service Alert �S I \ GRAPHIC SCALE IN FEET 5 0 . s = CALL TOLL FREE Robert Rein,, )Fill zam Frost do Associates OPEN SPACE 43. 70' 84.26' W PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS LOT 85 I v 1-800-422-4133 275 YlI ROAD, S11. MaTE OLU G. 92591 I (909) 676-8042 , FAX (909) 676-7240 LD98--a 044- GR Two WORKING DAYS BEFORE YOU DIG rn SCALE A. E S S t p�, • Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BYDRAWN ADEL S. CASAO ADEL S. CASAO MT RECOMMENDED BY: DATE: C I TY O TEMECULA DEPART-a OF PUBLIC IMORKS 114- 10161,78. l0 6 98 RBS EV. FR4DuC1"7yP� cors Z� 69 0 4• ���a ���� A. 1, pry Contractor « /7 98 �F Z �QEIV/S�V G0CAr/o^1 off` �ooTPRIIV7 //• . HORIZONTAL ,` ,`�, �� � Plans Pr par d Under The Supervision Of GaT /7 - D y _ / ACCEPTED BY: DATE: TRACT NO . 24184 �•• 1 o Inspector SEE SHEET N0. 1 1 20 Exp�.•3/3019000 !S 9 Expu-I CIR6GTOM oP p1.1�1.1G woIZK•G� � Date: RONALD J. PARKS ,TICAL �, �� Y,., fY:.�7 13 . PRECISE GRADING PLANS EL M I CHAE A. T AN R A- r 1V1Of Date Completed �jF E��� R.C.E. No. 43090 Expires r es 3-31-00 R.C.E. No. 19744 Expires r es 9-30-01 Ol,., eg:: CD N/A QF 110p p �•� LOTS 16-24 AND 65--69 SHEET 4 OF 5 I if PLOT: 04-07-98 JN: 401339 PE 1168.0 \ L . Co U �� o h- co 1163 1171 N •60 T.C. ' toN 46 � • v n �' 45 co of li' 1�6$• PE 1172.0 10 PE 1167.5 � Q �oV. 2� ca `Cj 25 -Z� P,/w I Q ry 03 6A H, 25 J, i G• S� \ 1 ��o' O• ;^co ,ry U • 13 0 �0.pa v2.q 3G GF 11b 3,b �8 FA VA ,�• DR ti -�--_ FG �� 15 "a u 4 � h 3 9 .\ 2 o �'''0 ` �7�Z7 TKi \ D 70.08 S �`. -A�cT o ^ tea" v• ,� 5 `� .Og '" L7 .� 8- a�-r ,� �- 32 1, \ 'o v o �� � PV 00 z3• 64' $ Vj ,� \ o- FF 11,�b3(� 4n •`- -Z.cQ �r �' .- a is 70.08 O • g . F G �. > 1 0.OS S 7 S �- 64. P P b3 •V .3 Vic, 0 - F�.,�;.� 0 70.08' c,�.3 GS.o � 70.08' K , _ �r G � 12' FG 5,1 1165'x` .' F� \ �'� } (17 r!;, 9b ~ F G4 8~ ni FG 31 N 66.1 Q. �., c� 165,7 N Co 'b .. G PE 1172.5 ) o zz°F"' I v `� 6r _ 13' 66,0 �'� 1 3 o FG �\� ��' ¢G \ C� �' o v •2 I 7 12 FG 7� 11bA 9 ��' ��. r S / •9 o GF 1167,9 FG GF 1166.3 FG �4 • �rr.G4'�'-�c V`.I I 1166, F�-I AR d a PE �- $0•�2 GF 65,5 Use` �s 7 0 � 2 I ,+ F G .\ •3 7,7 1 �* 6FG AR I m � llb5'b 6A,2 G \ �E� FF"AGE 2 I i A 1 Qr . 9 at,�,.a .� I �, bA,g FG 0 FF 7p o I -- 27 k�P r I ��- G rw. %17r i�G 9,3 I 28 g� FF 11662 r, 81 S' I PE 1165,5 15 64.9 0, yo 7,3 ��� a% I FF 1168,4 I FF 1166.8 15' FG ,,�h.V 6 . 2�rav ,�°'9 Cf ?i b I PE 1167 PE 1166.1 F�N�, 27r c. t: ,7 I 65,5 T` N �0 3 �x /r a• X33 � � I . S FG l b s. 7p 4 ,'N r y I 15' 115 6,1 6FG Ci 2 �' 10 C3 21 �o.z Ft,7Z7J• N I 6F.7 67,7 I 66,1 FG `1 ��HP79 80. 7 ��. X7 Z7 �9 �1� 4 17 FG IIG5.8 +1 0 �, •s �• 9 7127'r o +i FL, 1.4P oo . o !:L�, oa I (% G 0 I 1.ar 7 I /o 7l 80.31 -4 = >, 3 0 I 1 80.02' s 79.97 I OPEN SPACE LOT 83 OPEN SPACE LOT 84 r�►v� \0 P\1D pOR-TOLA DE SCALE 1 " = 20' 20 10 0 20 40 60 t� Under round Service Al ert o GRAPHIC SCALE IN FEET L0 o w CALL TOLL FREE Robert Bei?% Filliam Frost & Associates w PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS1-800-422-4133 to 27555 YU ROAD, STE. BOO*TEIECLU CA. 92591 U (909) 676-8042 , FAX (909) 676--7240 LD98- O4.4 GR Two WOWING DAYS BEFORE YOU DIG � rn CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARKE SSW 1 p�, DES I GRED BY DRAWN BY CHECKED BY SCALE Q�p Drawing No. VI 'fie ADEL S. CASAO ADEL S. CASAO MT RECOMMENDED BY: DATE: CITY OF T DEPARI' NT OF PUBLIC WORKS o ~4~9q RBF RED P��Oucr r-�PE�ors z�;fib o �E` A. Tr c^ Contractor HORIZONTAL �`� v� !� y� Plans P par Under The Supervision Of Q „ - �y ACCEPTED BY: DATE: �' T TRACT NO . 24184 '- o 08 C VFU1``f D1RLG1OR OF PUN-116 NVOPIK-I 1 Inspector SEE SHEET N0. 1 � 43090 � Date: � Exp. 3/31-00 RONALD J. PARKS _ _ VERTICAL 'ft' �I Yl�- ��� MICHAE A. MAN RONALD rr_.!r_* PRECISE GRADING PLANS A'!ix•!\'A' Date Completed l F1E� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01N A QF CI� LOTS 2 32 SHEET J OF j PLOT: 04-07-98 JN: 401339 I