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HomeMy WebLinkAboutLot 1-10, 21-23, 66-76 Precise Grading GRADING NOTES Tract -No . ROA o 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Rp,� CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ROAD 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE r � ire a��Precise an SWALES SHALL BE A MINIMUM OF FILL DEEP AND BE CONSTRUCTED A MINIMUM 1 OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . ots ..r. pp 10 7 .� VIA RAMI ca 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ' �1 3 nd 66 6 PAUBA � M FILL SLOPES OVER 5' HIGH. In City of Te ecul I a a e o a orni 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENTNTZj' © GO SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY Li SA ROA D PLACED,AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS ��, cc OVER1 DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGENDENGINEEo GRADINGRINGACCCORDANCETWITHTTEN THECEAPPROVEDION OF GRAADINGMPPLANONOF PRIOROTOH 0000.00 TOP OF CURB ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC IO PICO �•9`. GRADE ELEVATION AND LOCATION OF CUT FILL SLOPES. \ P / FLOW LINE 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP �q Rpp,D TOP OF CUT SLOPES. CAMPANULA- WAY S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG 32 HWY. 79 ONE FOOT. \ FINISHED SURFACE FS , 31 TO SAN DIEGO 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 33 `, PROJECT SITE THE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTANTS DATED GARAGE FLOOR GF 0000.0 30 _ �F 34 OCTOBER 14 w 1999, 79 29 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 35 °R ro ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 28 - 36 Ro VICINITY MAP MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 37 79 NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 27 WATER SERVICE W � ' 62 � 38 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING , 26 39 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE. m 61 40. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE 25 .° m 63 W 41 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 42 EACH LOT. DRIVEWAY ' 24 qP 5459 43 44 54 28 4Di,� ,/,f27 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL �� 45 f��i , 57 _ 46 47 se s7 5s SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL SLOPE ' 6575 74 e� BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE �' �"" i'" ' ' ''' ''/ 56 73 72 71 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT a- f>�, % ' ' ' �r 61 29 LOT NUMBER 2 ,% 54 _ _ x� HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 53 �� 7K PAD ELEV. -0, MIN. ILK F SHALL BE PLACE N EXISTING GROUND UNTIL THE GROUND HAS UNIT TYPE/ELEVATION LA �' ; ' S2 51 - - - �'x ad �� A 12. NO ILL L D 0 L C _ BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. INVERT ELEVATION IE 4s sd z4 o a1 TRACT NO. 24183-1 � ' i,/ 4S 5A 5d S1 5x 5a 54 S5 5�i 57 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVES 09) PARK SITE , az , a MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. �;/ f j;, , ' ' 77 PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF '' ' ' �3 / 7z �o' Trp. 10 Trp. FILL MATERIAL. ? % / �� TAC 2.41 3 �� 7� 7 (EXCEPT ," (EXCEPT 4e 35 / 5 B 5 5 BWrLx C 5 C 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ` ' 47 �° p MIN Ra MIN MIN M I N A _ �' 45 44 a 4x 41 40 a9 a8 7 36 xd 'L NOTED) NOTED) PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL - ' 19 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. „�� ! ` �� _ - �... 1e PAD z z PAD z / �� _ _ � 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED " '-' 11 12 13 14 FF M FF 15 16 17 18 19 o 1 �~ - - 9 17 a 16 ' a R 16 BY THE DIRECTOR OF PUBLIC WORKS. a 5e10000, 00MIN. MIN. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE �� 7 e 14 ' -" / z z TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 8o CAMPANULA WAY 81 1d 1t 1x 1a CD 0 MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO _ � 7y N N N PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. _ ��` � :. ��� MqX �ZA4,4'~ft n 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. c 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING T ICALIDE SYARD DRAINAGE a n rn PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. m 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES R �: OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE SCALE: 1 " = 150 o PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 6" MIN. 5 MIN. 5 MIN, 6" MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, LOTS INCLUDED 3' MIN. 1 ' 1 ' 3' MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT `''' �'%'f%''%�-' MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ' 40' 40 12" MIN. 12" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ool 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR _ r 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Plan 1 o Plan 21 Plan 3 Plan 1 12 MIN. ABOVE PAD ELEV. 21% MAX. MIN. 21% MAX. 0 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE - �; r - ROUND OFF TOP SECTION B- B E THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- I P/L a RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 5' M REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. S 5 MIN. P/L LO TYPICAL FOOTPRINT 3' MIN. 1 ' o N,T,S, MUDSILL MIN. 6" MIN. SECTION A- A � FOR REAR YARD SLOPES GREATER THAN 5' IN VERTICAL HEIGHT a.r- 12" 12" MIN. : 1 MAX. - UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY OWNER DEVELOPER ALERT COUNTY OF RIVERSIDE B.M. No. T-1-81 EL=1026.428 BASIS OF BEARING NOTE 2% MIN. 6" MIN. < Robert BezTt,, 1�'tillid�n Frost & Associates 2 1/2" BRASS DISC IN CONC. CYLINDER 2.4 MILES SOUTHEAST ON HWY. 79 ROBERT BE I N, WILLIAM FROST do ASSOCIATES BU I E COMMUNITIES THE BEAR I NGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21 MAX. a PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS FROM INTERSECTION MAIN AND FROM STREET I N TEMECULA AND FRONT STREET 27555 I NEZ ROAD, SUITE 400 11260 EL CAM I NO REAL CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. i CALL TOLL FREE 27555,1�ROAD, S1E. 400•TEwECUA CA. 92591 IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 200 23432 FILED I N BOOK 159, PAGES 38 THROUGH' 61 OF PARCEL SECTION C- C a 1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240 (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 SAN DIEGO, CA. 92130-2647 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS _ _ (858) 794-2400 EXT. 255 COUNTY, CALIFORNIA, BEING NORTH 16056'06" WEST. WITNESS POST 1 ' SOUTH OF MONUMENT. DATE 3 24 99 FIELD SURVEY DATA ATTN: RICK SCOTT L DO O-0 0.3 G R TWO WORKING DAYS BEFORE YOU DIG � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QovESSION DESIGNED BY DRAWN BY CHECKED BY Drawing No. p '�� R. FALLON A. JIMENEZ M. TYLMAN RECOMMENDED BY�-' DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS A. Contractor HORIZONTAL ,�`� �� Plans rep d Under The Supervision Of �t �O 1 " = 20' � No.43090 � ACCEPTED BY. DATE. � QUINTANA Inspector °` Exp. 3/31/00 Z° Date: /4 DEPUTY DIRECTOR OF PUBLIC WORKS (� r Y.Y Y r: I RACT 24183-1 a �` '� I CHA L Ad090 MAN RONALD J. PARKS y A a Y' A!):A'l.YA' VERTICAL Jf' C1 V Z� ��� LP .'`.. LOTS 1-10s 21 -239 & 66-76 a Date Completed lF 1FR.C.E. No. Expires r es 3-31--00 R.C.E. No. 19744 Ex i r es 9-30-01 "fr, N/A �� c��- P p PRECISE GRADING PLANS PHASE I SHEET 1 of 4 00 '�- ~ MPS W Zq R Ir Cb ► co i� 105.46' O I 1097 17r MIN. 1 - ? ► TC / 30 f 1091.5 FL-68 6.45' \ co FG 1 1,5 1" AV/AR ao / FG 090 21 YP.) cv 2 Ox S TC 1 / MIN \ n 1A-R _N / Kz r---L_ 4' 6, / 1 10 FF=1092.00 1 1 1.5 20 20o 6 4 PE=1091.5 FG Lo 1089.65 $' h 1+80.51 I FG 202 F 1 1091. r- 1 .90 W=16 f` 2'0r r-- 128.3$ - -� 1 x MIN. .9 1. 70 N 11 11 1090 G - -- . 7.9p Ic ODI 175 MIN. 1089.0 00 1090.0 T 1 FG 20 LF FG 0 588.03 067 0, 0 2 DF eI , •�� I ----_ 1 6 o F 10' I 8 1x 1o�d7, 1+46.43 �I cNc I 2 I FS � W=16 1 I 2.0% FF=1090.50 1 I I�u IN- PE=1090.0 �± S Q ��$ 4 rim A 1 F� LF G 45.00 W I � 1% M aL ul 29.5 - 21 .1 x.07 \ 123.01' - o - _ 4 TC f - - - r - - .�. - -- - . II 10867 x r51 R/W O 1087.5 1087,3 1% MIN. L- 085.12 NN_fib 9 t FG �- `r 1 7. 7• FL W � 42 t G 20 1085.82 i ,. I FG .� a. \ r I• I to LU „a�.51 1065.27 - Ute' FL ST. LIGHT 'cr I z I 1067. 10.1% FS (TYP.) � A, � 2.0% 3 I G ,/ n�' o VIA DESTELLO VIN.. 4A L- S �'' 8 SEWER I 6 - 12 10 _ 11 _.._ -� FF=1088.00 hk/ T - - `- -"' �_ I I cil 10' PE-1087.5 j Q, ' io 1911097.5L 3C0 It tO I FGP44 8 WATER o v �v .' v I is �o, �. - Rf o I �--- 175 MIN.r-- �= F S /•,� ��' �' ^cO 14 6 F.H. FL-(38 • � �°� S �°„c' is (TYP.) h I � ' R O.'10.02 40.050.00 4� ,04 S W WCS), n 0 S W W S o 1'S�-' �°� ^ •^ / 1 12, N ,.� ,,,� \?9 c`� w �t cam ? w '� o ' �O fav LD M ` O 9 Cn 9u) 7.N '8, W S cn N - N N in r-� lei. j N L` l S W C�5� P:��n 'L' T LL. \ �k N � 'pa* N ene 1087. - F / ^ �/ � J �' \ ry� »'t c D I n 1087.4 087. ^ FL-GB a ,,� so r4i .- o o L-GB FL �t I `mak FGS G / •�a., 4y ki a� / 1087. - FL-GB 1088.1 GF �A N ¢ n N 1086.4 1In 087.6 \ GF= GF= FG f 1088.5 "' o I ^ / ^k/ h M \ FL-GB '� 1086.8 1087.9 "' 1088.2 I CD o c� °8 ca ( �`` v L� • . �p j r U. r-I� L /r n r z � I Q) 1 = n 20 20 LF--er• c� � S - � / •. 1 GF 30 LF 1087.6 � r-I.� � I FG rp8 rp8 FG FG � 10 LF 0.4 DF 0.2 DF 6,S 1087.3 0.3 DF FG r L� 0.1 DF 20 LF I II m I PARKING ro(9S �. •1 h 10 LF ? I I L_ -- 0.2 DF I 9 ZI Im ae L_------ o FO 5 --- i 1087.9 I 1088. LOT 1 / 0.1 DF (- �. .... -_ 2C FF=1088.70 r I I 18-R g / FG FG � I 1087.3 � I I 7 � 01 I 2• G / / / z FG ---_.. I 5 " 3A- 5' S' I PE=1088.2 20 LFM 6 � \.!Bj7I 5 15 p.2 DF FF=1089.005 5 FF=1088.40 I I PE=1088.5 3A- FF=1088.10 I 1 1068.2 1088.2 ,, 175/ / / �c•Fa / co 5 5 1087.9 PE=1087.9 FG I I W PE=1087.6 I MIN. rDB� ' � 5 FF=1087.80 1 FG 1087.9 I 1 o i OPEN / �• 1�8s 1087. PE=1087.3 1087. I 1 SPACE / S ^k G 1 7.3 I FG G o z / \ 1% N pn FG o f l \ o N MIN. o C' 1 1 k o . ►•� 1 'T t FG FG � ••• / �� o G 5.81' N �.`„ � o 0 c�,' tia' 2 0 ? �� ji � MIN. MIN. o � OPEN IN N 1% MIN. o -' 44 0 SPACE / ^� -� MIN. m o o 1� 1% 00 MIN. MIN. -H pe) to PO 50. 32 50.05 '� / ��� 50 09' 50.13' 50.23 52.61' MINORr•4vhk � r . -- - o PROJECT ENTRY lo� 77- - \ STATEMENT I ; _. - y I - T OPEN SPACE __ __..._ ...__ .__...w_.. _ ..__._... ..,.._..._... ._.--.... ._.__... -...._.._ �' ................ _._._ AMpANUL NQ_ ...... -------- UNDERGROUND SERVICE ALERT Robert Bei?; Fill iam Frost do Associates \ ----- n • 20 0 20 40 60 a CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS E SURVEYORS a 27555 YrEZ ROAD, STE. 400*TEk(CU.A CA. 92591 J 1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240 -'--__-___..� � � � BACKWATER VALVES = LOTS 1, 2, 3 k 5 GRAPHIC SCALE TWO WORKING DAYS EFORE YOU DIG J LD00-003GR o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKDESIGNED BY DRAWN BY CHECKED BY N SCALE Q%0 V E S s jo Drawing No. a �p A R. FALLON A. J I MENEZ M. TYLMAN RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS a \. T Contractor HORIZONTAL �`�� �y� ���� e_ Plan Pr red Under The Supervision 0 „ C ACCEPTED BY: DATE: Inspector 1 20 No.43090 DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS QUINTAN A Q a 0 2 RONALD J. PARKS ''"�' '�FY^ ,Y,\'I I.Y.\'O.T. � Exp. 3/31/00 Date: �` TRACT 24183--1 MIC AEL YLMAN J A'!.\'A'!.'A' VERTICAL Jr CIVI Date Completed 43090 3-31--00 _ LOTS 1 - 10 Q N/A OF t;l►\.l`` R.C.E. No. Expires R.C.E. No. 19744 Expires 9 30-01 rr ;° PRECISE GRADING PLANS PHASE I sHEET 2 or 4 z 1 � 1 rte,r y o p lC 60' �Q � 66.76 '\�cry.� 11 1 30► r 27.40 1 1 26.46 ��• •21 �'4a I 37.74 30, � 16.;23 51 .14 1 1 1 0 1 I •o I���� ^. I 1 1 I I 1 0 I% 0 1 ` I , I I , 1 - MIN. 1 1xw I �; i O 91.63' 1 1 MIN 1% 1 1�1FG 1 $ 1 •- • , Ie MIN. w- I o I MIN. 1 1091.0 1 1 N \ I , o �� 1 _ �e \ FG 1 O 1 .5 " i ZN• MIN. I z o 1 1 FG I I 6.7 1 �M z \ - I �' 8.6- -0 1 70 I I I I 66 8' I 1097 1097.Q 4' N � I I 93. 1 3.8 I 4C- 1099.5 I FG 1 1 FG I -► . . 1 B- FG 5• I J;i FG I 109 FG 7.2 I FG EFF=1091 ,50 1 1 9 /67I 1W6.0 I �° - 11 FF=1100.00 1 !t I 68 FG 5' 69 I z i PE-1091.0 P =1 0' I I I z 1 ZI 1 1I E 099.5 •,.I I C- , I I g-- I FF=1097.50 17' 9114 L._f ie 101fi' r- 1091. 1 ti Ir L r` I F I PE=1097.0 II 1 FF=109fi.5 I I I FF=1094.30 r 1 I FG 1 G .I t PE=1096.0 I _ ' r 1' I z I -----_ 1096.0I z I PE 1093.8 1 1089. 1 I I I L_ , 1 I -� I I 5► I FL-GS 1 Tc I `- 1499.5 GFS '� t I I L--, , I I� I - GF 'o 1 F 1099.5 . F�. / 109 FG I �h• 1 �,� I 1 010(31.0 II s 11 1 1 rU- 098.7 0 R �n ^ ( � r: 095.9 9.4' I GF= 1096.0 I p9 r, 1 L_ 'Sh• �-� E1097.0 8 to -� 1 F 1096.0 I FL-G - � 09 •z +� I 095. K I CD f -nnii L GB p� ^ k \ / r- W ` 1 rter�'' S W RAW "' �/ " xS cn $(n g' 62.72' s w st.72' X 5e.4t' ~'� s w �^• N N ' lV O ego COO pp A ~- to TO CN Cb 14 ,A �'i 8" SEWER �, 3 12- + . N 10 Z. `� -- 13 + �p 6"F.H. o io FESTIVOaz STREET N 8" WATER 8'a tea• g, a1 11 52.00 N 0 $ \ S W 51.00' R W 40.00' 0 M h•/ g,� 7r- � S S 04 to CO -GB 8. ~~- N - r- - -- `ryX .._ � INC � AL GF`= I F�97., � f I ^ 095.9 -N I ST. M • 1099.4 .r r- �.- .. LIGHT 0 I «; GF= I GF= (TYP.) 4 CD 0 2 LF 1 ? $ 1098. o �^D. 1097.0 2D II ,° LF $� � FL-G8 M a 1 I o 1 r` 2A 0. 1 DF 1 30 LF 1097.0 1 .19 o 1�z I ► E - 1 0.3 DF 1 FG I $ o98.0 1 I FF=1099.9 z 1 � '-� G 1 ri--� _z I M � 1 I I PE=1099.4 -� I 22 1 I I 21 11 N o �I 1I.41 \-LC,/ �, I 48 I a 1 Iz I o o FG 4 5, 71.8, FF=1098.5 !t .__•) FF=1097.50 •- I o o z PE=1098.0 1098. I I 1 m 1 ._ N I 1098 FG PE=1097. I a, 1X FG 1 M 1 �! MIN. - cvI` I I�7 1 7. 1 0 I of o f I I FG 1 I ,+1 MIN. r � ore z / $ MIN. I M MIN• I I - 1 co 1 1 ~ O I 1 vv c�j r I A N ! ^ � I i a; cv I o� SPACEi Ln � I o C oN ,� o 20 0 20 40 60 Q ^� _ O MEADOWS PARKWAY GRAPHIC SCALEUNDERGROUND SERVICE © ALERT Robert Rein„ )Dill iam frost & Associates PROFESSIONAL ENGINEERS, PLANNERS E SURVEYORS CALL TOLL FREE 27555 YIEZ ROAD STE. 400•TEMECIA_A CA. 92591 z 1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240 BACKWATER VALVE - LOTS 22, 23, fib, 69 k 70 p t� TWO WORKING DAYS BEFORE YOU DIG L.D O O-0 0 3 G R o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY N SCALE Q�0 E S S I pNfl RECOMMENDED BY: DATE: L/JR/OP CITY OF T DEPARTMENT OF PUBLIC WORKS Drawing NoA. R. FALLON JIMENEZ M. TYLMAN $ Contractor HORIZONTAL ,�`� �c� r��' �y� Plans Prepar d nder The Supervision Of Ln 1" = 20' No.43090 y ACCEPTED BY: DATE: ICL 0 DEPUTY DIRECTOR OF PUBLIC WORKS QUINTAN A Inspector ExP• 3/31/00 Date: Z• 3 RONALD J. PARKS TRACT 24183-1 a x n x.�ra �T.l' l.T.\'I.T. M I CH L A. MAN A A'/•AL'A Date Completed e t ed VERTICAL sf' el y Iv �,�ti '> LOTS 21-"23 & f 6-70 p if �0 4 090 3-31-00 � :��.�.������� . � N/A of CN6 R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 f�� �9 / PRECISE GRADING PLANS PHASE I SHEET 3 of 4 z i I I 66.76' -H 55.21' n � � ? 1 SLOPE 67.37► .0 ) I o .o .74 I 26.46, I MIN. I IMIN. 8" 8 tit1 0 1Nkk�z' f1089.5 1 90, �iW 89. II F FG I 5► 1089.5 G 1 5 I / 71 1 FG 73 F 'O 4B N• 1x /� s / o MjN• -� OWN I A- i I I FF=1089.50 L_ FF=1090.50 cti / �► 7130 > 30 l •/ I I 1089 PE=1089 I FF=1090.00 sell PE=1090.0 r ~ � FG I z / ^h ,'� G r331 C-- - _..I l l PE=1089.560► /744 • ^ I 1 . I '� ? l 1 .5 GFS I I 7. 1 (TYPFc r "" FF=1090.50 GF= ) �l F 5 y 1Qg8 9 f .39, 1 FL_ / 1090.0 / I 1 F !� I 0 M I Ge PE= r N GB Q 2 e' rnFL_GB 2�o pF.x Q I 10 �� L 10 0.0 / 2• FG ry FL_ \ I � � 1 k p FG 6� �► v� o w �^ I 090,0 25'� �' 1 qr ,�• / /� r ory G 'n K d ►� `� 0 089 •0 C#`s �' / 1 ry�o ? \ C711 '� N •—I F / / F / •• r: cw r: ^ / `f L-GB o C� 1089 1 090.0 1090,0 �,�. / FF=1091.00 G N \ n N °' o �'L- 1 `� / PE=1090 - / 41 .32' 15-681 35.02 S c°� / .1 rn 0 0 hqk o07 S• coo1\ IRw ,4 /v / o. CF sa• F / ti• r qr cav 1> 36 / oe60 f,� o (TYP.) Tj u' 3W 1 1 s 4 N , PARCELAp Q:: _ UR FS 4C- ST. LIGHT ^ (TYP. + 12 0. F � 6%1- h�' < FF=1091.00 S / ❑ PE-1090.5 p, / m > �G Ik N. o `r g 2X �c� 6'• o R/W 1088. C8.STA 10 .6g - FS ,� �\,. / 21+65.95 F �� o W=16► 1 .4 1089.4 / �. �h 7 FS FL_� / o •77 0 67"97' / CL N O �7 N O O O Q 20 0 20 4o 60 0 © UNDERGROUND SERVICE ALERT Robert Beim„ Filliam frost & Associates GRAPHIC SCALE CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS 27555 YIEZ ROAD, SIE. 4009TBEUA CA. 92591 1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240 TWO WORKING DAYS BEFORE YOU DIG LD00-003GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKDESIGNED BY DRAWN BY CHECKED BY N SCALE QRO F I S S IDH Drawing No. o RA. . FALLON A. J I MENEZ M. TYLMAN RECOMMENDED BY: DATE: CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS o Contractor HORIZONTAL ����' y��' �� Pumns P epar Un The Supervision Of `-- y - I 00 '!C 1" = 20' No.43090 r ACCEPTED BY: DATE. Z A< Inspector c t or DEPUTY DIRECTOR OF PUBLIC WORKS QUINTAN A p exp. 3/31/00 Date. RONALD J. PARKS ,'a.v ,Ar.. TRACT 24183--1 J, MIC AEL TYLM �,r.,•r r_T.S,l.T.� o VERTICAL r C1 V I\- N/A � LOTS 71 — 76 Date Completed elf F��� 43090 3-31-00 _ _ � � ������•�� • � UF Ck\� R.C.E. No, Ex Expires R.C.E. No. 19744 '�, ��e�•. N A p• Expires 9 30 01 , PREC I SE GRADING PLANS PHASE I SHEET 4 of 4 i