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HomeMy WebLinkAboutLot 17-22, 57-63 & 3 & 22-27, 99-105, 1-17 Precise Grading LEGEND HIGFI POINT PAD ELEV.-0.3'MIN, TOP OF CURB 0000.00 A PL T.C. FLOW LINE F.L. z HIGH POINT H.P. PL �1% MIN. A 1% MIN. R R(Ip►� FINISHED GRADE F.G. 15, rYP. Is'rrP, 5, (EXCEPT B 5' S' B (EXCEPT C 5' C , FINISHED SURFACE F.S. MIN WHEREMINMIN MIN WARE NOTED) MIN 9 a�S H GRADE BREAK G.B. IN CITY OF TEMECULA STATE OFCALIFORNIAINVERT ELEVATION I .E. z � z z � VIA RMS[ TOP OF FOOTING T.F. Pk% 55 PROJECT TOP OF WALL T.W. 25 24 54 56 sPN � SITE FIRE HYDRANT F.H. - - 26 ROAD $ Lj co ? o ao Z 0 ti 23 o rod MAx 57 22 GARAGE FLOOR GF 0000.0 R/W 10 MAx �- 58 78 21 a � PAD ELEVATION PE 0000.0 55 77 79 27 19 60 20 FINISHED FLOOR FF 0000.0 1 8p fir' 28 ?IQ TYPICAL SIDE YARD DRA I NAGE 6 76 - - 35 m SAN DIEGO WATER SERVICE W 62 81 ' ` ,� 29 34 42 4q D I STANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 75 ,� 3 CNV�pA CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 63 74NI 82 �� 3��� 43 41 WA'i SEWER SERVICE S 45 4 �"" 31 HWY, 79 6 73 83 1 + 44 5 94 ;5, ..�'�"�"��'' 44 40 � AIR RELEASE VALVE `0=71 6 72 84 93 6 Mfr 1 53 52 FIRE HYDRANT .�. 66 4_8 51 4539 VICINITY M 10' OR 12 42 67 85 92 ' ,`,;d 54 "c �` 46 38 DRIVEWAYN 6' 41 68 70 86 96 uJ `� +1� 50 NOT TO SCALE 48�� 16'� 0 40 91 4. 55 7 37 STREET LIGHT MIN_ TYP. U �� 69 87 89 90 97 _ M 56 49 4 SLOPE I I 12 MIN. ABOVE PAD ELEV. 38h- MAIL OX 12" MIN-No . 37 ti `'� . ' 73 (TYP. ) CL_R. 36 -, , ,` 57 66 EXTRA DEPTH FOOTING (FACE of cuR6 TO of PosT 35 34 f � � � 1 65 GRAD I NG N ,. ) 33 32 f, �?� 67 OR (6 BACK OC CURB TO OF POST) ROUND OFF TOP 72 INDICATES AMOUNT OF 31 30 � �;��+ ' 58 64 EXTRA DEPTH FOOTING P/L 9 10 29 28 "�' � �' 68 1 . ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, P.C.C. 5' 11 12 63 AS AMENDED BY ORDINANCE 457. CURB & 13 59 71 SIDEWALK 14 2 � ; ; ', 69 ACCESS RAMP GUTTER 15 60 62 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%• Fm 16 DRAINAGE SWALES SHALL BE MINIMUM OF 0.2' DEEP AND SHALL BE ^ p LOCATION 7TRACT AR LMAILB0X 18 ; �' �/ p CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. LOT NUMBER El '`, �� ' " 7 - DETAIL N0 . 1 I / 7 19 �,� - �:' �:� 74 3. MAXIMUM CUT OR FILL SLOPES 2: 1 ___. 6 5 S E CTI ON A A 4 , �,` s > INDICATES MODEL N.T.S. 9 2p '• 75 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FOR REAR YARD SLOPES GREATER 3 6 ' 4 R 2 1 .r ,�, FILL SLOPES OVER 5 HIGH. THAN 5 IN VERTICAL HEIGHT UNIT TYPE 21 ` 52 77 78 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT B -"�•� `` '� - ' ` 50 51 76 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY INDICATES ELEVATION `� �� w TI "";'d' 49 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 72 8 ,�r OVER 1 ' DEEP WATER BLOW OFF01 6 1 'sH �, 53 5 4 ' ' ET - 4 79 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA THIS LOT REQUIRES A BACKWATER VALVE 64 31 S 3 2 1 30 54 80 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH PER SECT. 409 OF U.P.C. PER APPROVED � 6 32 29 - 48 WATER - 16 28 27 26 25 24 4 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ER AND SEWER PLANS. ( NON REQUIRED ) .�1 23 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, PLAN _ _ 71 46 55 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 1 � PLAN PLAN 0 7 15 33 i .-.__ 0 3 in 45 56 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 45.00' 2 r� 00 8 9 10 11 34 TOP OF CUT SLOPES. 47.00 12 13 14 35 36 37 38 39 40 41 42 43 44 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 6" MIN. 5' MIN. P/L 5' MIN_ 6" MIN. 45.00' ONE FOOT. 3' MIN. 1 ' 1 ' 3' MIN. MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF a THE PRELIMINARY SOILS INVESTIGATION BY: 0 PETRA GEOTECHNICAL INC. ON SEPTEMBER 23 1998 M o. - MN E MAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE . SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- S C A L E 1" = 2 0O' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- o 12" MIN. 12' MIN. TYPICAL. OVERALL FOOTPRINT DIMENSIONS ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. CD 2% MIN, 2: 1 MAX. 6" TYP. 2% MIN. 'rf'�e � r, LOTS INCLUDED o FOR TRACT 23143-3 L 22-27 & 99- 105 ( PRODUCT 1 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 00 21% MAX, MIN. 21% MAX. SCALE: 1 ' = 30' . DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE S E C T I O N B - B REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR o EACH LOT. Cn M PLAN o PLAN PLAN 0 1 1 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL o PLAN o 0 SLOPES EQUAL TO OR GREATER THAN 5' IN VERTLtAL HEIGHT SHALL BE 5' MIN. P/L 1 0o PLAN o 2 0 3 PLANTED WITH GRASS OR GROUND COVER TO PRQ.TECT THE SLOPE FROM 0i 3' MIN. 1 ' � _ PLAN 3 •00 50.00' ,'� EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVEVOPMENT CODE" L.L. SECTION 17.06 PRIOR TO THE APPOROVAL OF FINAL INSPECTION, � ' 2 � 50.oo' -�'r x MUDSILL MIN. 6" MIN. 48'Q0 C° 50.00 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 50.00' • O LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. e•e .b 12" MIN. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2: 1 MAX. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- E TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-- 0 2% MIN. 6" MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX, TYPICAL OVERALL FOOTPRINT DIMENSIONS DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. o SECTION C - C FOR TRACT 23143-2 LOTS 17-22 & 57-63 ( PRODUCT 3 ) 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE TYPICAL OVERALL FOOTPRINT DIMENSIONS PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER SCALE: 1 = 30 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE o TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS PLAN- FORTRACT 23143--4 LOTS 1 - 13 17 (PRODUCT 2 SHALL B PLANTED AT 1 E L ED 0 ON CENTERS, TREES, 20 ON CENTER, COMBINA- SCALE: 1 ' = 30' . TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE 3 CONSTRUCTION N OTES & QUANTITY ESTIMATE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER o Underground Service Alert BENCH MARK NO. ITEM U.P.C. CHAPTER 10.R. QUANTITY UNIT 0 c� Robert Benny Filliam Frost & Associates RIVERSIDE COUNTY IESIGWITION: T-27-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR PROFESSIONAL ENGINES, PJ00S k SURVEYORS LOT GRADING (43 LOTS x 50 C.Y./LOT) 2150 C.Y. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 00 27�YNEZ ROAD, STE, 4DO*TB0LA CA. 91591 2 1/2' MASS DISC IN CONC. CYLINDER STAMPED T-27-81. OWNER/DEVELOPER � CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 INTERSECTION OF FRONT ST. AND RANCHO CALIF. !�. 3.4 MILES N�RI}EAST�! Q INSTALL 3 PVC SCHEDULE 40 134 L.F. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE n RMICHO CALIF. RD. 44 NORTHWEST OF RANICHO CALIF. RD. 13 SOUTH OF A 4' 2 BOARD RAIL Q INSTALL 3" GRATE PER N.D.S. NO. 14 OR EQUIVALENT 4 EA. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 1 -800-422-4133 _ FENCE, 2 WEST OF POWER POLE # 1751130E, SET FIBERGLASS WITNESS POST 1 NORTHWEST RICHMOND AMERICAN RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON i OF 0". 104 W. GRAND AVE. , SUITE A 4Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 4 EA. REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED z ESCONDIDO, CA 92025 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. (760) 145-1605 TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV, 1230.562 LD99-090 G CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY a SCALE Q� OH Drawing No. o _ O� sl q� JT JM MT RECOMMENDED BY: DATE: 7 C T Y T M DEPARTMENT OF PUBLIC WORKS 00 �o z a E ECULA HORIZONTAL Ty Contractor � �c� ��� c P an Pre ed Under The Supervision Of �p SEE ABOVE AS SHOWN w No.43090 ACCEPTED BY: DATE: 7 /1 o T �, PHASE 1 Inspector °G Exp. 3/31-00 Date: DEPUTY DIRECTO of PUBLIC WORKS �� PRECISE GRADING PLAN o RONALD J. PARKS TRACT NO. 23143-2 LOTS 17- 2 & 57-63 VERTICAL s� o1VI` �� MICH EL TYLMAN ,. - 2 Date Completed 'l �� ,. TRACT NO. 23143-3, LOTS 22-27 & 99-105 a N/A F OF C A`�Fo R.C.E. No. 43090 Exp i res 3--31-00 R.C.E. No. 19744 Expires 9-30-01 rrf�,19 o� TRACT NO . 23143-41 LOTS 1-17 TITLE SHEET SHEET 1 of 6 nATF PRFPARFf). n:-/26/q9 PE 1289.4 10 TRACT !?LNDARY ❑9 1 4 62.50 62.50 ' � a � 62.50 51 .21 a,• PE 1288.9 57 .08 pp ca �p r� pp C' EX I ST. 2: 1 SLOPE PER 95 ROUGH GRADING PLNN 84.35 U0- 10' PRIVATE DRAINAGE ESMT. PERT ACT MAP \ 23143-3 -H ++ N oLr) � ro S / cr SIR rn Z 0 1 � 5 N r Cn PROPOSED SLOPE k I CO `V o 3 DRAINAGE EASEMENT 00 V-- EXIST. TE R. DRAIN �' 00 17 33, 00 PER ROUGH GRADING LA PLANS ao \ co 97 00 o PE 1261 .0 r 1 53 8 J 49 8 h�p .� C7 Ca 54.9 �G FG � h'S� 52.5 h �'S I FL,HP r � I � FG h`1' =5 . 11 c� -0% . p 56.0 I FG "7 FL,HP N �p FG MIN• \ 1 ' FG 0 MjN• 54.6 FL HP I 1 .Ox M I 55.S r•� 1 •076 _ I - o at 06 G C) C" FL,H MIN. I n T- 0 z -{ NP k 1 .OX 1 .0� M N 5 00 F FL I N 20 FG • � ' 1+ N i17 N FG 1 .OX MIN. N N50.0 \ 4 - 2.5 � o u► 56.0 _p N FG � FG FG z N 7' 1 . o 3 N 6' FG 'f 1 cr F G 56 54.9 z V! 53.8 z �t I FL,HP HP ,- Z I 14.6 `' G M1N. •O 28 FG FG 9 FG 6.5 10.5 6 FF 1250.5 12.73 .5'\,-51 .3 51 . FF 1253.0FG FG PE 1250.0 ` I , 4 FF 1255.4 ? FF 1254.3 PE 1252.5 ? I FF 1251 .8 ? I o 5 we ve PE 1254.9 PE 1253.8 Z PE 1251 .3 '3 ? 05 3 P/L U`. Z 1256. o 0 o z o o FF I 0 (TYP) 0 � .- 0 Z PE 1256• 101 a M Uj ojc� - c9 0� � 7 I •O I � �0' .5 0 52.5 1 1 N FF 12 -� •0 •3 ° 2 54.9 r 3 .5 FG 3 61 0 AR 5 'oa 12 °� o� 1 8 CR FG AR 53.8 10.5 BR FL GB 5 CR 51 .0 1 FG 1252.5 GF I FG ( 1250.0 GF 2 �r gg o �+ BR 7 FL,GB 50.0 20 F �� 56 .0 9.6 1 54. mer 9 1 F FL*GB GB FG 2.5 52. 1 FL ph 50.0 �ti o'°° 56• G 53.8 FG 51 .3 �ti'�'' p. j FG ��•,•Z� � 1256• F 54.9 �. 51 .5 98 3 FG 4 54.70 FG � FG �e �� FL,GB GB 'n N FG ( �`�"• a� po PE 1257.7 �` 0R 55 56.0 0, 0-,GB 53.8 0 '`� .� 52.7 0 0 �,• •� N F0.6 0 ,�. FG N W ��' •r, FL,GB a' �.,a FL,GB o L Co 48•$ $. I 55 0 N 38. S N 6A50' S N fi2.50' S Vol 62.50' S w FS (S - �257 ►- $ F\- R W Ik 0s .5 87.98 STR. 5-7 .05' 4j'�'ca � �X� h D�� c� LT. o V) o p �' � � � ��• CURB � o o� �' 47.90 TC ^ � r GUTTER r 00 � 4 ^ o LI "TFOXROAD h° ° co h s� ro N+ p• ,�. 47.53 IE ^. •� moo, C G � , � � � �� � �w �,�� � b w h o 00 s `� PER TR 3143-3 47 0� m o48 - �-, ,� h�V 2.02% O�4 0- ��C� ^h 1 .66X ��O 47.58 T '`C' aLn �0 - ��- v►3 ^� �- co oN crj `n 0N° oo'� ,�o• Oh �►�N� 4 47.20 IE -ST -�- o �h w h v �v W a .� ;�, 1 U Gur�TER LIGHT �3 W �` •� 10k C,� W .,...� C� � o �-` 3c o� ., w F.H. H I 00 aj X.C. �• 16.71 ' ZL- R/W F .00 5 M 62.50' M 62.50 M 62.50' �• � ; M h _ 2 N o 'M J M 62 o z �� r., I U) S p _ -, F -J v ae p m 54.4 N o -S L o o • $ 50.3 N 49.2 r� ae o co � o 56 • O F�.GB r,, 0, 52.7 N o 2.6B cv co FL GB - FL N $ � FL,GB "' `n 50 NP N 4`v �`.�G � 55 6 4• FL,GB 00 G n 51 .3 50. 1 �n 50.0 c' FL "�O �� 00, 2,SDS' rn FG FL,GB 53.9 1 FG'6 FG �O FL FG 3 o $0. N , 15 1255.6 GF 55 5 FG 1252.6 GF 7• 1251 .3 GF 1250.0 GF �-� 4i m c7 FG 11 ' 1253.9 52.9 51 .3 �l ''~� 0 G� Co 3 FL,GB /-3-\ FG 5' /Q� 2 53.9 1 2 50.0 G'0 5� C FG A I B �' cv A C z / o F G 4 GF o � 0 z z z' z rL �2 �► o I 23 I z o 24 0 0 ❑ ?. 22 Z N ❑ 0 ❑ _1 • �, ' 25 o !� Z I ❑ FF 125g• 1 0 FF 1253. 1 FF 1251 .8 o FF 1250.5 • PE 1251 .3 I o E 55.6 55.6 FF 1254.4 I PE 1252.6 PE 1250.0 ��f Z� 55.6 PE 12 FG 8't PE 1253.9 51 .3 51 .3 Z P/L 53.9 53.9 .5' FG FG 11 .5' FG 126 �(TYP) s� � C3 46' FG FG FG 5 ' -Zf11 52. 50.0 0 0 '3 f O �. •o F ,�25� ' FG o Ln z 7 FG FG an o z FG r / 3a Q�G N 0 LO V- .0% - I "1 CT rn I N 6t z N 1'.0% MIN. / MIN. o ►-� I 49.8 �✓ - o 28 ? 55.3 M °'. 1 .0% o, V- M � 1 .0% MIN. l ,- 40.2 / ❑ 5� • ++ TF , ,n 00 N 00 51 .0 FL,HP Q o .0 MIN. r� 00 I ✓ 0 FG PE 1258. 1 G o HP o 53.6 to +� FL HP 0 F � o , � F CONSTRUCTION NOTES: N �,, �, o� M FL,HP 52.3 N 1 .o� MIN. o Iz `z �, �, INSTALL 3„ PVC SCHEDULE 40 F�' 1 • 57.4 -1 `� 58.87' S 6 5 rS ��' TS •sro "7 `� N FG '� 62.51 �L• I o 3 INSTALL 3 GRATE PER N.D.S. NO. 14 OR EQU I VALENT 7 . `� 62.50 I c� C� .r Oo CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 � �' $g' F�-' LOT LINE 18 EXIST. 2: 1 SLOPE PER �- / J� 0 '0 49 • (TYP) ❑ 19 ROUGH GRADING PLAN ❑ 00 ON• �' `S� 4 � � cn Underground Service Alert h�� 's •� I�� • �- g fill tarn Fmst & Associates PROFESSIONAL ENGINEERS, PLANERS k SLRYEM 6 S� z 27555 YEZ RMD, S1E. 400•lElEq�.A G. M1 „- s•8y �P •o Q CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 SCALE: 1 =20 1-800-422-4133 20 0 20 40 60 0 0 GRAPHIC SCALE 21 / o TWO WORKING DAYS BEFORE YOU DIG LD99-090 GR 00 CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK SCALE �O I S S 1Op DESIGNED BY DRAWN BY CHECKED BY !Z DEPARTMENT OF PUBLIC WORKS �a w i n g No. Q '�� JT JM MT RECOMMENDED BY: DATE. C I T Y O E T E M E C U L A • HORIZONTAL ,�`� c��` �� Plans ans Pr epar ed Under The Supervision Of Q Contractor �y �, - -r � PHASE 1 ACCEPTED BY: DATE. /3 9 0` SEE SHEET NO. 1 AS SHOWN AJ No.43090 Date: /4e DEPUTY DIRECTO OF PUBLIC WORKS PRECISE GRADING PLAN Inspector exp. 3/31-W a} RONALD J. PARKS `A � M I CHA L A. AN Y.,-• _r..f_T. 8'A' -' Ai.,xv.x•~ TRACT N0 23143-3 Fv y • VERTICAL sl C I Y ca Date Completed 'lF �F�� R.C.E. No. 4 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 '''f i LOTS 22-27 & LOTS 99- 105 SHEET 2 OF 6 N/A 4F C�` 10+00.00 0 MANCHESTER COURT 33+34.00 CROWNE HILL DRIVE r-- 34 33 32 1 CROWNE HILL DRIVE PER AD 159 W W CURB k GUTTER U) FH n . RAW .,,. - 4 n n 82 r P/L 2 M 3 PVC �1�,'Q r- 00.7% ❑ ' _ yj. FH 84 124.99 /11"(TYP) ( EXIST. 2: 1 SLOPE 1 .0% MIN. cv 6 PER ROUGH GRADING PLAN 83 0 52'± �� , x- 84.6 rti �r I W.30' 0' ��'9 87.00 F FG 83.5 `� 10 ' 20' 20' 10' S �e opo CD FF 1285. 1 FL-W >�, 4 6 6' 4' 1 z FL HP M1N .- 10' PE 1284.6 25- 18'�f'� SW SW 85.9 FG N 2.07 --- 15 1� at 85.9 1 .OX � 4.6% b3' G 10' FG LOT MIN. �, 6 `l . h ,z 5' L INE I co F 10kg QW �-- F �T YP) cD 2 G�- L� +e F 1286.4 L CR 00 k I� I P� 1285 I � o 9 00 V_ 84.6 FG FS r� o 24 ' o TC 24 0 N � i 1 � I h 1 .0� o co L' �? c.� °o A 0 16 z G 2 co 3• � o Q a- F� 122.35' MIN. r 22.54' �- 8 G C� m 20. 2 N © cD z I 24.73 W W W z J 38 t � 1 .0X MIN. � � = C!f � 1 5't 8 PE 1 d o � I O 30' o m w U � s' 7 "286.4 z z 0 0- z � 'n CD 3 � n 0) m � �6' �'� G ME ao � O o o Q FF 1285.5 ,n J N 4 N . � z r 10' 1 .0 oo ao 11+41.06 (n $�• 1285.9 o 6, T- cD o PE 285 IN 2 � CL 26.5 WY �G � GF N � N = m 0 '1 ac > 5 W W . � � �, 2.ox El s.2x � �� '� •`�� " 85�5 . C o �- ____� T 4 r' FG �- cn Q ao z MIN. c S ^ N 84. 7 aw w orf n 1 2 LF ^. FL 3" PVC J I e�. .GB � n- 9 0 0.TG � � � 4 LIGHT -- I • 0 85.D 3 83.3 I E �4 ti� S�t, f 83.18 46 aD � pp FGNitTC 3.93 ;n 1 .0% MIN. -a rn MIN. Ln g S 2 �� �1-1 12 ►� 2 .+ �<' 1k"1 0 00o A I � so � �� Z1 0; �G _ 123.16 off° 4 ��'� �� o �� N N 0.6 LD 6 ' N -fCL - Q o �' � Grp n`� '`� N a I 0 T- 48'± >r'c9 f '� ,�G ��G N �. w o s� v ccs Co v- �S` AN > � 4 �o s, F� w ,,. , 0 En • `o ry rot° S �`• 00 CY) CF) 14 vi 0as co �ti� �, to 84.6 ►� N g5 G� C"14 128s F� 8 0 0 G I 85.0 4 8 0 FG FL00 N 85.8 I • co � cii 2 1286• GF U- 619 CONSTRUCTION NOTES: X rs. 4 h� � (2) INSTALL 3„ PVC SCHEDULE 40 y ,� O INSTALL 3 GRATE PER N.D.S. NO. 14 OR EQUIVALENT pE , a FF6.6 128 z 4 AIN THROUGH CURB PER CITY OF TEMECULA STD. 303 8s 286 �-, � E PC 1286 s CONSTRUCT PRIVATE DRo I 1 S se � Ln ) 0 0 ,�• G o 8s 3 - � 1z8s 5 18 1 rn o' '�`�S S MSN. N z I ' 6 ' 85.7 1 n FG �� G O I M1N. FL,HP o Mi o_ - 00 co w Underground Service Alert AbbeId Mj% Fildsain Pmsi & Asswides SCALE: 1"=20' z o PROFESSIONAL ENGINEERS, PLANERS k SI�tVEYORS '1 ' 74 0 Y EZ ROAD, SX. 4M*T IEQLA CA. 2M1 � 2756 � 64 � 1-800- 1 20 0 20 40 fiD CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 - �� 38.10 94 � 422 4133 T . 2; 1 SLCPE GRAPHIC SCALE o 93 EX�S O LD99-090 GR 00 TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY DRAWN BY CHECKED BY Drawing No. REV I S I ONS DATE ACC'D BENCH MARK �p F E S S 1p RECOMMENDED BY: DATE: '71 TTY 0 TEMECULA DEPARTMENT OF PIJBL I C WORKS CONSTRUCTION RECORD DATE BY SCALE Q H� C 1 JT JM MT HORIZONTAL .�`� ����E jyl�� c^- PI ans Pre aced der The Supervision Of 7 PHASE 1 Contractor ,� y = ACCEPTED BY: DATE. 9q DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN SEE SHEET NO. 1 AS SHOWN •43090 coo Exp. 3 31-W Date: RONALD J. PARKS ,..� _ ,�;.. Inspector M CHA A. TY AN T �Tv"rF TRACT NO . 23143-4 , PHASE 1 (� S:� .t 1' A':.1'A'f.1'!.' 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TY N ' A`'A A fR TRACT NO . 23143-2 , PHASE- 1 Date Completed lF p `��o� R.C.E. No. 430 Expires 3-31-DO R.C.E. No. 19744 Ex ires 9-30-01 N A F Ct► p ''', ...1� LOTS57-63 � SHEET 6 OF 6