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HomeMy WebLinkAboutLot 14-32 Precise Grading GRADING NOTES LEGEND "' 1 T67TONEF YAL CREST DR IELD LN. 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING TOP CURB ��• Tract23143 RphD O-REGENTS HILL CIRCLE ®VANDAMERE CT. CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ��► ®-WARWICK LN. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE FLOW LINE TC �ti SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM HIGH POINT HP CROWN HI OF 2' FROM THE TOP OF CUT OR FILL SLOPES. in VIA RMI P9ft 4 PROJECT 3. AX FINISHED qq MAXIMUM MUM CUT OR FILL SLOPES 2. 1 . SHED GRADE FG recise GrdingP1 Mcg qQ d SITE t SW 4. PROVIDE 5' IMIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FINISHED SURFACE FS RM FILL SLOPES OVER 5' HIGH. ...�. f� 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT GRADE BREAK GB ots f 3 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY • ■ �Qtj, PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS GARAGE FLOOR GF 0000.0 OVER 1 ' DEEP. lif PAD ELEVATION PE 0000.0 City Pio PICA In orni s 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA " ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FINISHED FLOOR FF 0000.0 ♦ * ♦ \� MY. 79 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO * + / �� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, WATER SERVICE • • �' TO SAW DIEGO GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. W r 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG SEWER SERVICE * `*� �' VIC INITY MAP TOP OF CUT SLOPES. S N VV DRIVEWAY � '� • /' / NOT TO SCALE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. --- - + / HIGH POINT (EXCEPT WHERE NOTED) SLOPE /r PAD ELEV. -0. M I N. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF --- --- '`, • / A THE PRELIMINARY SOILS I NVEST I GAT I ON BY: pE]BA DATED LOT NUMBER 12 � i TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED UNIT TYPE/ELEVATION \LA !� w K ? I TED TO TI-E � � \ � � ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- % // '// MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- INVERT ELEVATION IE sn ticT~P. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. '� BACKWATER VALVES �, '� I \Y�,� 5 f E�18'r $ 5. 5' B f� s. C 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG �� '� // ' I C � � MIN �� MIN MIN DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE ENHANCED BLDG. ELEVATIONS // REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR RIGHT SIDE ESR // ; PAD PAD EACH LOT. LEFT SIDE ESL '� , , /� FF FF z i z z z .� REAR EB / 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL ,�r, ;* , // , 16 K K 1 SLOPES EQUAL TO OR GREATER THAN 5, IN VERTICAL HEIGHT SHALL �/ BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE INDICATES EXTRA 'moo /� �/ MIN. MIN• DEPTH FOOTING x z FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT z I �M+ � / � M CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. / , _ o z 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. � �! SHEET INDEX R W 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN -- MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. g� � SHEET 1 TITLE SHEET TYPICAL SIDE YARD DRAINAGE PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I NEER PRIOR TO PLACEMENT OF ��, / SHEET 2 - LOTS 14-17, 26-27 FILL MATERIAL. `� / SHEET 3 - LOTS 18-25 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF / ,. SHEET 4 - LOTS 28-32 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL > Q SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO � �5 ADJACENT PROPERTIES. �- 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED R q* BY THE DIRECTOR OF PUBLIC WORKS. 6" MIN. 6" MIN. 5 MIN. 50 MIN. 6" MIN. ' ' ' 2918. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE SCALE; 1 " = MNUDSILL 3MIN. 113' MIN.150 I N GARAGE AREAS MUDS I LL MIN-. MIN. MUDS I LL 95TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE GARAGE FLOOR SILL IS 6" MIN FG � MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO ^���'� ABOVE GARAGE _ FG r '; ` ' LOTS INCLUDED _ _ PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. �`�'f%:,�'�'"�; �'a FLOOR SLAB iL+�vl�rr •.: •.:.. .. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) SHALL BE SUBMITTED BY SOILS ENG I NEER TO THE ENG I NEER I NG DEPARTMENT FOR CUT GARAGE DET 12" MIN. 12" MIN. AND I B L SLO ES OVER 30 AIL r $ 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 21% MAX. MIN. 21% MAX. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED,THE ACTUAL PATI 0 PATI 0 PATI 0 PATI 0 DECK- SECTION B- B $ DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. COVER COVER COVER COVER PATIO ROUND OFF TOP 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE DECK DECK COVER P/L PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 5, OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE Ma j W PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS5' MIN. P/L x SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, PAD ELEV 3' MIN. 1 ' 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER PER PLAN MUDSILL MIN. 6" MIN. 10.R. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SECTION A- A :d �,. EXTRA DEPTH LESS THAN 1/4- PER FOOT FOR A MINIMUM OF 3 FEET. FOR REAR YARD SLOPES GREATER :- PAD ELEV THAN 5 FOOTING IN VERTICAL HEIGHT =FG-PAD ELEV � 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PER PLAN 2: 1 MAX. WHERE NECESSARY E 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 12" MIN. 6" MIN. o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. N 2% MIN. 23 THHEEROVAL APPL I CANT AND HIS SE NENGINEER FROM THE BY THE CITY OR ITS AGENTS RESPONSIBILITY DSFORNOT THCOR- I ND I CATES 0.2' 21 MAX. SECTION C- C' C,RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON STEP DOWN .- REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO GARAGE TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FLOOR PLAN 1 PLAN 1 PLAN 2 PLAN 2RZC PLAN 3 0 0 TYPICAL FOOTPRINT LO N.T.S. a U UNDERGROUND SERVICE A T P AP OW V BASIS 0 F BEARING NOTE W ALERT PLANNING ■ oE■ioN ■ coNaTwucT�oN COUNTY OF RIVERSIDE B.M. M0. T-1-81 EL=1026.428 US HOME � 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. 391 NORTH MAIN STREET THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 647 MAIN STREET, SUITE 1A SUITE 300 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP N0. a �L TOLL F'� ■ ■ ■ ���'�400 I N TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE RIVERSIDE CA 92501 � 1-800-422-4133 �CULA,CAUFOMA 92W-W79 (909) 686 5103 CORONA, CA. 92880 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL CONSULTING 90�MAD42 • FAX 90®.676.7240 • www.REF.com (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE > P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FLOWN : SEPTEMBER 30, 1999 {909) 817-3500 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. i TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: RANDY SCHRODER LD03-157GR Z CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE j%0I E S S 10 DESIGNED BY DRAWN BY CHECKED BY i CITY OF TEMECLJLA Drawing No. oTAI . M. GALLAHER M. GALLAHER J. TANNER RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL �`� r� Plans Prepared Under The Supervision OfLO / " _ �+ ACCEPTED BY: 4at � • � T7 0 3 1 - 20 w MD.80132 r" DATE. CROWNE H I LL o Inspector SEE ABOVE , e% - Date: G o� DEPUTY D I RECTOR OF PUBLIC WORKS 1 LO JOHN D. TANN III RONALD J. PARKS TRACT 23143-1 Date Completed VERTICAL 'ft' �1�1� ��! _ Q 1 �. LOTS 14-32 N/A F OF C A`l�w R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 'ri�ea o I 7_ PRECISE GRADING PHASE 1 SHEET 1 of 4 a 2; 1 SLOPE LJ 2: 1 SLOPE 2: 1 SLOPE 2: 1 SLS 2: 1 SLOPE 1.34 TW 4 � �'�, 1 •t �, 1290.0 TF 1297.44 LHP TS � .. 1 65•� � 1.0% MIN. 1290.3 ?. 70.14' * >> I ; r FL HP o w 1 .. 1• MIN. N F�7.7 �s`• 1307.14 TN z 0 I 1.0% MIN. Q' TS N ... r � � 60.71 1305.8 TF 19 1 .99 p z 1290.2 z ._ 29 n•r ^ 1.0X 1 I t MIN. 0 FL 5 . •J FG 90.5 w FG 97.9 .5 aq 14 �►'�� Z 15 FG z FG 0 z"` aoN I 199.6 i L 1 N os.e 10' 2R 3R 06.3 Fl N A5 r C2 3M1R FG 06.3 .. 7 ' 17 FG F- FF=1282.9 FF=1291.0 , Z_ B1 7' ~' PE=1282.4 = PE=1290.5 `V FF=1298.4 : C3 wPE=1297 9 0 '"'Uvfff 0 1306.8 90.S N C" B 1% IL r cC;4- 10 t1J :1282.40.5 g . 21.20 e 1k w PE= 1314.2 4. N N �,. 8� 7' � 11.5 o �C14 3.0%%Emma F I �' M 06.3 irk �a � .� � o 0 o GF-1290.0 �' o- 0 00 FG - I � q rn n rl 0.5'N o k .79 0 97.5 97.7 ;:)- OPEN 05.0 "' SPACE .�/= 3% � �, FG N Q, n ,� FL GS v • 31 !° 22.03' 9. l a '�� - 82 ; � 89.94 / ,� 06.0 �5 » _ 6 F.H. �CN \ ry F~ S ,� ��"N�' FG �"►� i� 9.68' (TYP.) 22.7 ` �!• N N °$ " GOP N iv N 00 C14 r 7.69' 'r 1• 17.87 I 55.46 w s 1.07....� ..» 64.23 N S I .. 76• N n� 6 F.H. ► wA a ��'�� TYP. L ~ .00 VANDAMERE ODUtT= n o _j I N N T 10+00.00 STONEF I ELD LANE � � t 0.46>� �- w N 21+00 P 22+00 r � 2182.76 BC 15" SEWE. 10.46% VANDAMERE COURTN 23 t N . O a 00 1 P'S p)ID I " so 66.57 w S A 25.40' rr 76.8 N S r- I `~ � � ` •- `� v; 06.4 FL 9d.1 N N 1 FL 023.6# _ FL.6 GF=1299. 1 98.6 17.67' p� I I 99.1 FG N A`S•Q3 n 1 I N FG 0.2' �,� 3.02 PE= 1274.1 I �• 28 z x'011 GF=1307.7 FL I 2 2# o o B/C o. 0.2. 60' I ' ? � a o PE= 1315.0 FF=1299.6 60 Vq V �" N &q o z n 25 30 30' I PE=1299 z g a; 4' 6' 20' 20' 6 4'I9!•1 BW A/C ' 10.7' FG N 98.1 � � •1 � FG � FF=1308 4 6 N SEE SHEET 4 - ' F O Iz 23.6 cc; PE=1307,9 +�. �; ;) 98.7 1.0X MIN. FL FG BW 07.9 ... I 07.3 FG 20.2' -� 12.8 FL N .�FL h a 1 07.2 O PE= 1273.1I TS �v FL 1.0% MIN. 29 81. 17' I 1307.6 � --- o 1 I TS ;0 _rn 76.87' L_ PE= 1277.8 Q PE= 1288.1 a 0 O (a a LO cn I d SCALE: 1"=20' Uj U UMERGROUND SERVICE wa ALERT PLANNING ■ DESION ■ CONSTRUCTION 20 0 20 40 60 Z CALL TOIL FREE ■ ■ ■ 27!��rr�z ROAD,SUM 400 1-8W-422-4133 MUM",CALLA 9269F4M GRAPHIC SCALE CONSULTING 909.67e.81M ■ FAX 909.676.7240 ■ www.FIW.cvm 0 Two WORK I NG DAYS BEFORE YOU DIG LD03-157G R Z Q CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE io U S S f pDES I Gf ED BY DRAWN BY CHECKED BY Drawing No. o T� M. GALLAHER M. GALLAHER J. TANNER RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL hP1 ared Under The Supervision Of 1" = 20' 00132 o ACCEPTED BY: DATE. Z 7 Lo �3 CROWNE HILL o Inspector SEE SHEET 1 &,• 6/30/04 - Date: 3 DEPUTY RONALD J DIRECTOR PUBLIC WORKS TRACT 23143-`1 Dat VERTICAL JOHN D. TANNER III - _ i Date Completed eted �lF E0�' 60132 6-30-04 ,,. :-=eea:= 14-17 26 k 27 0 N/A OF CI►�1 R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 '�. a PREC I SE GRAD I NG PLANS PHASE 1 SHEET 2 OF 4 l OPEN SPACE 84 60.9 2• 1 �CIPE OPEN SPACE OPEN SPACE 2. 1 %dO E 153.50 / � ss I 13104 TM � 1. v'_ '1► 1 53.7 13 p, I 1 �* FL 1314.0 FP 19 MIN. lt�+�► r� i I ,�.• ti c • r4; 12.02 13.4 - 1% MIN. ^ 1� 0 18.2 FL C-4 Z 13.9 FL v Im9-4 8.78' r 18.5 180.5 14.2 / FG ~, FG FG 9 �O fl 17.Q ❑ 5.30 '�Q ��• ` �fi / / ❑ 1 .4 A3 . �� •� 2 fl R zw i FF=1319.0 � / 22/ Z: ww •� PE=1318.5Cr-CL PE=1306.3 .A FF=1314.7 K 17 0 PE=13147 .2 a 18 is .5 BWr. 11.00 LA- 18.5 ho%� &LO or o o " 9 ao 3x �,� `� Z _ / r- 14.0 0 FG 5 �'rr' 1316• Ii ^ _ •(y " O) .3 PE=1338.8 0.78' I FS G 1 `n �j 1 ,�� o tK • 1314.04 TW T o, o S ,hd• � 1312.7 TF •`� 37• 2 1� '00 1.3 '� '��� 50,00, .r .� 1 �� 13 zt '' N S 1 8•FS b `�N .s ` � X42 ,\• s$�°"' MlN• � '"� `t •'�' 8.84' ' '��e �• ` 19.0 CP 5 ,ro' S Nov. 2 / s ;n 0 2 OpIF � L4 A NWA f I CA W 10.46% P VANDA COUR w N N - - 24+00 24+84.2n / cn W _ .110 w 60 Z O 11 I .► �G meg. 1 18.1 r w "y 19'6 f J Q• 21. o ...._. .. ... q* 1630 �.� 1 50.3 w h 19.20 1317• 18.B 1 g• 1% 7 M N / co rK 00, r / 5d. v 9s 49. 1 -. C4 •Q0 cv 6 b 4.D 2�� N�FGj 1314.6 5 , r �` �,� o• °s'p' ^ 5 , S 0.2 27.84 �O 4h ro QD 5A 4.97 15 N25 57. PE--1338.6 v o GF=1315.0 w 1316. ��► 1 O:y 15.0 27 � ` ti FGw o FG. 0 O N •� GIF'1319.2 0FG •� �C G b 'c O4t rn PE=1307.9 N ASC K I 2 5' 26 5 A ` �. •� FF=1315.5 1319 . PE=1315.0 � 19,2 '� � �32C► BW FG81 $ 189.03 19.2 17 •� Ea G �" FG 13.0 G o 6 r \ r PE=1319.0 1 N X \ 10 I 0 1 14.7 1% opM1N 1' � z 0 , 1 FL I 5 3© a� SCALE: 1"=20' 1% MIN. 1 14. -H1 o '� PE=1318.9 FL FP N 69'1d. --5 1316.0 113M.2 Q 87.16' V TS 25.70' v 20 0 20 40 60 3 2: 1 SLOPE 2; 1 0 35 a GRAPHIC SCALE PE-1300.5 LOPE=1312.1 2 Li UMERGROUND SERVICE U LLI ALERT NNINO DElIRlN ■ CONlTRUCTION CLZ 276 irNNEz ROAD,SUM 400 0 Q � 1-800-422-4133 A,cA 92Wt-4M � CONSULTING vaa.eMM * FAx 9M.676.7240 * www.RW.com J TWO woRK i NG DAYS BEFaRE You o I s L DO 3-157G R Z CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE ���I E g S i DESIGNED BY DRAWN BY CHECKED BY TAN �� M. GALLAHER M. GALLAHER J. TANNER RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS Drawing I ng No. Q O Contractor HORIZONTAL U h �r Plans Prepared Under The Supervision Of . .-- n 0� 6 z o 1 = 20 w No.00132 rM � ACCEPTED BY. DATE. 7 3 CROWNE H I LL o Inspector SEE SWEET 1 °� 'a _0 ExP• e���o4 JOHN D. TANNER III Date: 03 RONALD JREPARK PUBLIC WORKS TRACT 23143-1 %3 Date Completed VERTICAL fr'l el 1� o���! - - r- r 33 r 12`17.8 27 PE=1299.1 tO `\ 2 '� A �� SEE SHE c� � 2 a � i 5 \ i 2: 1 SLOPE - ��i J F1-�ctP MSN• \ 21+6 .76 BC 2: 1 SLOPE �+ 9 ALL 2 1 SLOPE . OD N j : 4, a``'� I„ 0 RET A I N I NG AT 7 I 1�N►I �-,� cr, M / \ I "� � I PER SEPAR A 2 b �F b j rn PERM IT7 6 j�' �j�r� 'T,c. ¢ N_�L I-P �0 1% MSN \ �O, \ 1% MIN. A I T '� `� 3 � IN - 1277.46 TW / I 13 9 1$ 1272.1 C1 b pb 9' 6$•A ZO 0 1� N � FG 2 ' G - 4 fG 74.1 F 111 � �• �,_.�"y� j�. I 10 FG 71.9 FG 3 FG 5 3� _126$ \ 6� ..,., J � MIN I 1% MIN. N 71.9 FG r 70 FFrob A Z w ,. 1% MI cn Qo rn 4Ln µ N 1 CrI �w,.. .1-1 C14 ' µ 72.8 _ �30� 69. FL 3 M, ,.,, 5 5 FL HP CF) n P 73.1 1 00 2' G R o j 67 •2 00 `'� mN..� 39 74.1 74.1 73.1 FG = G! 70.3 F FG FG - A/C `17 •B y 0.11 rn r1 36 FG 72.d FL 8.4 F E FF=1272.4 21U.3 °' o � ��"�•� . P �.,0 0 +o � 3 z 3 73.1 z PE=1271 .9 c° - 0 + = 5.7 �- q0 S 74.1 R ee 'o 0 BW 1e `''o, _�Zbb' � / o C ry FG I FF=1273.6 - _, a>«e - F Z I FF=1274.6 0 0 13 5 D G •. 1 0 PE=1273.1 0 z d PE=1274- o _ iv 0 r o �_ = o FG 0 30 b o S �O �� 0 z ,, d n. BW B W o m � � � �� = 0 ' o N o LL_ I 0.5' 0.5 - N (D 7 0 o =1271 .9 f ,.. I 1 73.0 o W 4 GF 0 0 5• ,r, o .r ,,•1A�p0 �, 74. - 71.7 FG =127 5' GF-1272 5 FL G'B 70.4 )r a o;� a 72.8 GF „2 0.5 FL GB rs 1 .9% i , / -- FL/GB 0.5'11 cO �,,,,,, 4 �tai ' .8 FG o � tt j 71.6 FG 8 car {'"' co � 72 � '`�S ¢ 6' 1� ;-w-__ 2) N 73 5. CD I cnN m FL/GB o O l o,' w s ,.- C FS-G6' S •��. � 1 Z'6 1�� aR cQ�� - n w o i . 40,110 "low ED CP ,.. It Coto N „ SEWER--- 0%....-8 12+00 11+00 r - +4 .29 13C 1 ti LANEIELDCOURT- N�� _-VANDAMERE Sr0 .- ` ................ 20+00.00 FIELD LANE _fir WA-TER.. _-..�_ -- P11111 - 10+00.06 STONE °' � own* ONES dMIM 4d OPEN SPACE _ � 30' � 4111 "` 20' 10' dwdoom t-- v Q `r J VARIES VARIES T Q PAD x 0 o ?> � A o FII ��� w EXISTING 2: 1 SLOPE 2 EXISTING 2: 1 SLOPE o C) o PROPOSED RETAINING WALL PROPOSED RETAINING WALL PER SEPARATE PERMIT PER SEPARATE PERMIT a w PROP. � PROP. i Q PAD Q PAD > > _ �rlotpzl TFPER PIAN �c NOTE: w UNDERGROUND SERVICE p PLANNING ■ DESIGN ■ CONSTRUCTION � EMWD WILL ELIMINATE BACKWATER VALVES � ALERT 20 0 20 40 60 BASED ON FINISH FLOOR ELEVATION, LOTCD SECTION AB- B 32 WILL BE ADDRESSED WITH A SEPARATEQ CALL TOIL FREE27555 YNEZ ROAD,SUITE 400 NOT TO SCALE NOT TO SCALE 1--800-422-4133 ' ' TEMECULA,CALIFORNIA 92591-4679 GRAPHIC SCALE C C3 N S LI LT I N G 909.676.8042 - FAX 909.676.7240 - www.Fd3F.com X008-258GR _j TWO WORKING DAYS BEFORE YOU DIG LD0.3-157G R Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK p�ESS! DESIGNED BY DRAWN BY CHECKED BY Drawing No . o SCALE Q� CNS! M. GALLAHER M. GALLAHER J. TANNER RECOMMENDED BY: DATE: CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS 9/18/03 RBF REVISED GAR. FLOOR STEPS - LOTS 28,29,31 �O Tf ADD RET. WALL-LOT 29 HORIZONTAL 'gyp `^ REV. RET. WALL-LOT 28 �``' r a� PI ans Prepared Under The Supervision Of �/_z 7 v3 to Contractor � 4, o �. � 1 " = 20' W 7 No.60132 ACCEPTED BY: DATE: aF ' CROWNE H I LL o �'� Date: /o / en DEPUTY DIRECTOR OF PUBLIC WORKS _- to Inspector SEE SHEET 1 exp. 6/30/04 RONALD J. PARKS _ -_ - TRACT 23143-1 JOHN D. TAN R III �" __ ==•y�� Q VERTICAL Jt' C I V 1t ~! ^ ~ LOTS 28_"32 --�ww, Q Date Completed tF OF A`1E� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 f''f ;989 P GRADING PLANS PHASE-1 SHEET OF N/A c � PRECISE SE 4 4 T