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HomeMy WebLinkAboutLot 29-54 - Precise Grading LEGEND PROJECT SITE TOP OF CURB 0000,00 Z z T.C. FLOW LINE F.L. TRACT NI 1 24131 F 15'TrP. 15'lip. Owl HIGH POINT H.P. F ECI .N F G R A D I N 5 PLAN 5' B 5' 5' B C 5' C FINISHED GRADE F.G. ITM MIN MIN I� MIN WNW ' � �' Sr i FINISHED SURFACE F.S. L 11 T S 29 54 Z VU RM[ GARAGE FLOOR GF 0000.0 � Z X: X PNX w4 PAD ELEVATION PE 0000.0 FINISHED FLOOR FF 0000.0 60 z 0 Z o 8 ROAD WATER SERVICE W 10Z o � x N `^ W IRE] + x SEWER SERVICE S - PROJECT SITE dRZvE � �q AIR RELEASE VALVE 0=71 TYPICAL SIDE YARD DRAINAGE FIRE HYDRANT XY D I STANCE!FROM FRONT PROPERTY CORNER TO THE GARAGE RD, CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. C,P 118 DRIVEWAY V N�RENGI A INY, 79 STREET LIGHT 10 OR 12 s' m 'M SAN DIU SLOPE Cr VICINITY MAP EXTRA DEPTH F❑❑TING Z 7 21 �5 Ln INDICATES AMOUNT OF MAILBOX Q-< GAR NO NOT TO SCALE T(TYP. ) EXTRA DEPTH F❑❑TING 57 5 125 59 ���, 62 6160 126 GRADING NOTES ACCESS RAMP � GO s3 -� 127 P.C.C. 4 5 52 5 5 SIDEWALK CURB k 5 8 LOT NUMBER a GUTTER 66 4s 47 1, ALL GRADING SHALL CONFORM TO THE 1994 UNIF❑RM BUILDING CODE, CHAPTER 33, 64 5 1R AS AMENDED BY ORDINANCE 457, MAILBOX LOCATION 68 2, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%, INDICATES MODEL 44 � 2g DETA I L NO , 2 69 � 34 33 �2 3 30 < DRAINAGE SWALES SHALL BE A MINIMUM ❑F 0,2' DEEP AND SHALL BE UNIT TYPE 4 �� 35 j CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES, B N.T.S. - , 41 3 ,Z -0 3, MAXIMUM CUT OR FILL SLOPES - 2-.1, INDICATES ELEVATION M < 38 � ' � 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL WATER BLOW-OFF01 1 ' OR 12• \ 4 0 39 c� FILL SLOPES OVER 5' HIGH, THIS LOT REQUIRES A BACKWATER VALVE 6' U 12' MIN, ABOVE PAD ELEV, \ 5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENT PER SECT, 409 OF U,P.C. PER APPROVED - - 48 16 O S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY WATER AND SEWER PLANS, ( SEE INDEX MAP ) MIN. TYP.I W PLACED AND WHO SHALL SUBMIT A FINAL COMPACTI❑N REPORT FOR ALL FILLS SQ OVER 1' DEEP, ROUND OFF TOP MAILBOX 4" MIN. P/L 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA (TYP. ) CLR• 5' ENGINEERING DEPARTMENT WRITTEN CERTIFICATI❑N OF COMPLETION OF ROUGH doe CALLE AVELLA GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRI❑R TO ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATI❑N AND L❑CATION OF CUT / FILL SLOPES, P.C.C. CURB k 7. PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG SIDEWALK GUTTERSECTA /�❑ "'^ A T❑P ❑F CUT SLOPES, IN MAILBOX LOCATION FOR REAR YARD SLOPES GREATER 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 5 MIN, P/L 5 MIN, ONE FOOT, 6' MIN, 6 MIN, DETAIL NO . 1 THAN 5' IN VERTICAL HEIGHT3' MIN. 1' 1' 3' MIN, INDEX MAP 9, ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF MUDSILL MIN, MIN, MUDSILL N.T.S. THE PRELIMINARY SOILS INVESTIGATION BY: SCALE; 1" = 200' CONVERSE CONSULTANTS DATED JAN, 17, 1989 •' :d. d: ..• TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN REC❑M- 40.00' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 12 MIN. 12' MIN. LOTS INCLUDED ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT, 39.00' 3s.00' 2% MIN. 21l MAX, 6' TYP. 2'/. MIN, 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING MIN. 21% MAX, DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 21% MAX, REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- S E C T I❑N B — B ETION ACH MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTI❑N FOR 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 P/L S EROSI❑N AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRI❑R TO 5 MIN, THE APPROVAL OF FINAL INSPECTION. 3' MIN, MUDSILL MIN. 1 2 3 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, 6 MIN, A A A 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT d LESS THAN 1/4' PER FOOT FDR A MINIMUM OF 3 FEET, 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 12" MIN. 2.1 MAX, PAD ELEVATIONS, WHERE SPECIFIC ELEVATI❑NS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- 27. MIN, 6* MIN.- CONSTRUCTION NOTES & QUANTITY ESTIMATE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, 21"/. MAX, NO. ITEM QUANTITY UNIT �" C 15, ER❑SI❑N CC]NTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE SECTION C 1O LOT GRADING (26 LOTS x 15 C,Y,/LOT) 390 C.Y. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER DIMENSIONS 15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVER., SHALL BE PLAN- TYPICAL LAN- TYPICAL OVERALL FOOTPRINTTED WITH APPROVED TREES, SHRUBS, OR C❑MBINATI❑N THEREOF, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- SCALE= 1' = 20' TI❑NS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE o PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Under round Service Alert BENCH MARK u,P.c, CHAPTER 10.R, 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR © Robert Bei,,% Yillicam Fmst Associates CITY OF RIVERSIDE B,K IE T-29-81 PROFESSIONAL ENG IrEERS, PLANERS k SUZVEYORS BRASS DISC IN Com, CYLDYffR L�ATE11 F'RQI THE INTERSECTIa ff FRI!(T ST, T❑ COMMENCEMENT ❑F ANY CONS TRUCTION/GR ADING, _ o_ 27555 YIEZ ROAD, STE. 400•TEMECUII CA. 92591 2112' A OER�EVELOPER 17, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE CALL TOLL_ FREE (909) 676-8042 , FAX (909) 676-7240 AND RANCH] CALIFORNIA ROAD, L8 MILES N.E. IH RANCHI CALTORNI ROA1 i THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY F❑R THE C❑R- TO THE INTERSECTION OFRANCID CALIFORNIA ROAD AND MARGARITA ROAD,IN TIE KV, � 1-800-422-4133 RECTION OF ERRORS ❑R OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON CRIER OF THE INTERSECTION 1' E. OFA 7' DiAIWTW FENCE, 21' x 16' RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISI❑NS SHALL BE PROMPTLY SUBMITTED N AR[X1ND SO. CALIF, GAS VALVES, 40' K OF PP. (IE.#) 94' K OF THE CENTER K 17310 REDH I LL AVE. , SUITE 320 TO THE CITY ENGINEER F❑R REVIEW AND APPROVAL. � OF RANDIO CALIFORNIA ROAD, FIBERGLASS VITNESS POST SET 10W. IRVINE, CA 92714 LD98— 02G GR 5.' Two WORKING DAYS BEFORE YOU DIG AL DATE; 9-13-82 ELE71N.410 DES I GRED BY DRAWN BY CHECKED BY Drawing No. CONSTRUCT I ON RECORD DATE BY REVISIONS DATE CC'D BENCH MARK SCALE 01)F E S S10* RECOMMENDED BY: �� DATE: 2 Z5 � CITY 0 F T E M E C U L A DEPARTMENT OF �I C WORKS N ��p ��` A T� ADEL S. CASAO ADEL S. CASAO M.T. 1_01 Contractor HORIZONTAL y `mss P I s e r d Under The Supervision f — ACCEPTED BY: DATE: 7�S �' CL SEE ABOVE AS SHOWN w No.43090 TRACT N0 . 24131 F -° Date: PRINCIPAL ENGINEER, FOR CITY ENGINEER ,A Y ,.A_r o Inspector UP. 3/31-00 x� RONALD J. PARKS -'` a,:x--a s M I CHA A. MAN PRECISE GRADING PLAN a- VERTICAL r C 1V ti _ Date Completed 'lF 1 v ER.C.E. No. 090 Expires r es 3-31-00 R.C.E. No. 19744 Expires 9-30-01 r''fla , T I TLE SHEET SHEET OF N/A OF C I,`l P _ � 3 PLOT: 01-16-98 PE 1224.6 PE 1224.5 PE 1225.1 60 59 PE 1222.1 61 58 PE 1220.7 57 PE 1219.4 PE 1225.7 51 .87' 56 PE 1218.4 62 58.72' 1 50.00' 55 6' I 52.00' 93 PE 1226.2 , 41 .0 ► i � - - -I -- - � _ 1 52.00' 63 2 5 0- _ � — -- - -- ._ ► _ � — ,� +� '\?� — _j 60.00' A$ 1cpcr '4, •I• Z�,`���•��P r1�F1GN _v, � `�\', I —FI._, �tP 7N5 �\ t$PE 1226.8 62.06' O .p 1-116.0 � 12-17. L � (0 +' +1 64 � FL µP 1 I t+r1 o I 0`o 2 o o Iz17.o o I +1 4.3 o ` PE 1227.4 I/° 17'7 FLS ` 13 FG 17,8 1 \ I�3•z.9_i3.G_` — - '065 o_ ,t 18.7 18.3 FGA o G FG 18,7 FHP aFG 17.3 16 G 1F.4•z 17.3 16.8 15,4 1FG FG - I PE 1217.8 FGWEIIIIIIIIIII11=111 FG FG - 1 PL,I H I, 1218,7 PE 1218, o FF 121 4- 13,9 �% F PE 19,4 FF 1219.0 N 4 8.5 P G• PE 1216,8 I I FG 1F'9 �G `k � ` 1°�6 � 1219;$ FF 12 � Z o E 1217,3 FF 1217.5 PE 1215,4 G � _.. 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F G 1�$ 1g r ?c%_ j 37.63 0.o0 50.00, cv "�L'Uta F�-,�8 0 to 1 1F�G4 13,8 46.85 , ,� �s S W ,- �� FG 1c�,A ��� 4' W S �6� Q•� s's ,��•� 1✓ S �s $ 50.00' F�'w� 1 � at F "�.� � 46 ' � s o +,• , s�1 ' S W - � �(_,[�g "? ��, �o•G PE 1220.0 G 8 s ,� . 52.00 4 5 t+� :rte S W s F5 _ W S '� 52.00' ►� � 00 Nag - S k O N�� ,\�►`O.�G h� S` •? 1 cS W �ry�h G o F •�O V O �'`� Q� ......... CORTE �ti���G ��• ILLORA �ry ~N9> I co ------------- ��,, O �O .�'�� O b � '� ,pry• b co 51 -21 11 -62A)' S A) N N N 50.00, ,7.c, bo.0�al0 66.2$ EL �, 18,1 �"�&8'17.5 FL, �e 0 w 52.00' � S FG 5' S FG ` FG 5' S 17,1 15 5 1� 14.S 5.oo, 1 FG. O GF 1218,8 FL. bb I`.I I v I 13.c � \� � /`� 16.6 15.0 r��, �,ga•� 'Q GF 1218,0 GF 1217, �' FG ti c, I .z 19,5 X7.5 / 17,g 6 g 6 13. I8 GF 12 N �, 6,9 FG 5 �. �IQ7 O • .0 s ± FG •3 .3 FG 5' �5� 6� FG 19,3 Z 1 - 3 18 N ►� S GF 1215.7 .5 1 I� A-ALT FG 2 GF 1216,9 -� FG 2 17. ��i 1 �'� 16.5 1 5 GF 1214,1 13,7 A 6 t FG at 14.4 -4 FG I .c, 34 O\ 33 16• Fl. I�.c, N 2 15.0 3 15,� �o o - CR ALT, B- 5 1 �N � 35 �' O I FL FG 7'± C - ,�ti ,�o .3 0 � •1 32 .2 i5 s �•� P`, Z FF 1219'3 mi 0 1220,0 1218.6 N a 6 FF PE 0 3 0 o .2 29 PE 1220.1 PE 1219.3 �- A 6'+ ' .3 FF 1218,1 FF 1217,4 N 30' 18.6 8 17. PE 1217.4 PE 1216.7 FF 1216.2 G 1 30' fi 3 g FG 17.8 1 PE 1215.5 6' F l I a FF 12146 19. FG 20 20 F G G 1 ' 19.3 FG I�ia•3 1217.5 PE 1213,9 6 FG 1219.0 ����� F�, L{P 7,4 16,7 L-i16,7 �' NP N FG 17,4 FG FG 5G 15,5 ��b 6 . I• IZ 17. 1 I21(*,4 1 FG FG 10"4 \tip � W �, /a� FG O I % o� o $ I+ .Ln o �� • PLl 14 0 I IZ 15.z 13,90=0 3.9 ° . •�� rn \�ut� o �•� o � FG �-� �� $ +` I% 1 0 �� —�... _ Iz I3.G FG S0.DO' o I 1+ cv 1 '9/ 43'45 50.00' �' � 1 P 52.00. .- I47 � 24 � 52.75' 00 23 PE 1217.9 25 PE 1218.3 PE 1217.5 25 27 PE 1217.0 PE 1216.6 28 PE 1216.2 C 3 C Under round Service Alert d o SCALE 1 " = 20' LL Robert Bein, Fill zam Frost �' Associate Ir- CALL TOLL FREE YOBS 20 10 0 20 40 60 ' ® PROFESSIONAL ENGINEERS, PLANERS k OWE 1-800-422-4133 175 'OU Imo, STE. 4M*TMa>LA CA. 92591 (909) 676-8042 , FAX (909) 676-7240 1 BMW GRAPHIC SCALE IN FEET LD98- �p 02G GR 3 C TMMO WORKING DAY'S BEFORE YOU DIG DES I GIBED BY PQAW KI a CHECKED BY . 2 25 �8TYDEPARTMENT OF PUBLIC MrORICS Drawing � CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC D BENCH MARK �� � Q%t v�S s W RECOMMENDED BY: DATE: C I ON CONS '�l A[7EL- S. C,�SPd AOEI5. C.�S M I G}-{A�1. 7`T�-MAfJ v FjZOAL �, a, P I an Pre re der The Supervision Of ACCEPTED BY: DATE: TRACT NO . 24131 —ZS q8 F CContractor 1" = 20 No•4� PRINCIPAL ENGINEER, FOR CITY ENGINEER Date: SEE SHEET NO. 1 Exp. 3/31-M RONALD J. PARKS r,a• :A'.' C Inspector 43090 PRECISE GRADING PLANS MICHAEL A. TY AN s �- ~*lk- VERTICALf,. ••:iee 2�-35 AND 4�- 4 SHEET 2 OF 3 I LOTS l�lF it V1 Foy R.C.E. No. 43ogo Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 �.� Date Completed or ��`1 N/A PLOT: 01-16-97 JN: 401015 PE 1227.4 PE 1228.3 65 66 PE 1228.8 PE 1228.5 69 PE 1228.8 67 15 71' 68 48.87, 37. 18 ,�°�• I 51 .35, 39 .10' ff".o CM �G 1 ' I.Qr 2i,s ' �, , r Z0.C� I ZZQ.2 rn IZZ ,� .. f FL,, Nr' �, 1219.7 � ... (D N O C' 1221.2 0) — Nk ' o FL,HP � a, �-� H• � � . .. fie% ,��� H P "14 � e �'` N /+ fi 9 %Jr' 0.5 217 �; �� ... FG 2 21.7 21.5 rn FG 20.0 20,0 FG 21,5 ,+ FG FG • FG 20,9 1 20,9 2 PE FG FG 1220.5 4 • 1221,7 PE FF 1222.4 PE 1221.5 FF 1221.2 PE 1220,0 FF 1222.2 4 2 FF 1220,7 . PE 1220'9 FF 1221.b G• m).9140 ti — 44 19'L 45 FV 42 x,0.1 a 19 I � R� — •Z �L F� 4 PE 1219.6 AR ALT 21,6 1,5 3 �5 �- I p_ . 1 �S BR ALT, 46 2 FG FG C ALT• 5 2 6'+ A ALT, Z G Zo.5 � 3 GF 1221,9 Ftr CaB -Z - BR ALT 20,8 5' �" - 1220,2 li3'9 F IG ,VB ' I ; GF 1221,7 4 FIG MW. 20.1 GF 1220.7 G FL P� 21.5 5. � 19. FG 5 21.3 GF 1221,1 F� G� 20.1 19.7 as FG I FL.,CaB Iq 3 FG FG ZO.S v .. 19.0 5 r, f=�,G6 an co Irl. N z0' FL,va N _ � FL Lze . 34.58 S . 7 42.27' aa N �. i9� 9 46.84' r � Fl-, � • 42. 10 � S W �- s -� S 9.39 16 81 3.27 W S s'� .s . � �. S W S JK �6 �'� �G o O CN ILLORACL CoRTEQD CTi 1 �•V O k� 0 I 1219 ry N Z ryo WL ti ,��'' 6 �� �� y �� o c0 M S 6.5 N 66.21 (/) (b '' .oo ^� 0�,<� S 31 .37' 44 \ia 19.1 N IZ I Kl 69 00 41 �14 � mac,ry►. �G 26-Zao FI',&520 4 , I 19.7 p° r n `' 1�• �' FG 5 5 FG �,t� p1. ` 19�� GF 1220,3 cp F GF 1220.8 '� � vs--L �1 20.5 •2 '9- 4 19'° •� S .92 �g '�� 13 5' S' FG 15 FG 6'+ FG 3 0;1 38.66 . ��'�� F G GF 122 �9•� B A T. FG _ AR t� CIO -(0�A• � 12217 � � 2 G`� •, � I I q. �9.3 FL"wv as �' GF ti P 37 FL- .� FL 36 ti� � �, FG 211 1 �• � � 38 � .Z ,� FF 1221,3 35 G (Cl3 1A� 22'� 20,6 FF 1220,8 PE 1219,3 Z �►.5 ,��, e F 12 3 PE 12 2 _ PE 1220,1 1, 6, A- e o F 1221 7' 3 T F G 3� PE 6 + 3 Zl.dr BQ =5 � 21 20,6 20,1 FG 20. FG 0 _ 22 3 FG FG 4l?,Zo.3 1219.a 22 21' 1� �F 1 21S �G \Z,�.o to CIO I e� 2,3 PLn E F 122 ' C ,+ 1221,6 215 N 1° o o• '+ \ < (� c0 48.45 � 41 .48' 21,6 1`� \2� •�, �`p 2.25• (o VG 21G N 912) F CD VC 60 CION�C, PE 1219.2 PE 1218.8 `O I°k 21 22 50.00 PE 1219.5 20 PE 1219.2 19 18 U. C Under round Service Alert y c Robert Beim, Filliam Frost Associate SCALE 1 " = 20' a CALL TOLL FREE PROFESSIONAL ENGINEERS, PLAWRS k SURVEYORS 1-800-422-4133 2M YU ROAD, STE. 0*MEDU ca. 92591 20 10 0 20 40 60 Pr (909) 676-8042 , FAX (909) 676-7240 GRAPHIC SCALE IN FEET LD98— 0 2 G GR 3C TWO WORKING DAY'S BEFORE YOU DIG Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D �� NARK �� Quo F E S S 1 pH DES I GI�U BY �u1 �`•f 2 25OF � A. j �! P,oE L_ s. c�so s. CAsr�ao Mt��l�E1. 1,,M�r� RECOMMENDED BY DATE: �� CITY �� •Ic10C1% Contractor HORIZONTAL �``� `v�� y!�' �� P I a Pr are nder The Supervision 0 s � ACCEPTED 8Y: Al ATE: Z ZS3 " - W -43090 m _ c TRACT NO . 24131 F Q 1 2° d Date: j PRINCIPAL ENGINEER, FOR CITY ENGINEER Inspector 43090 SEE SHEET NO. 1 Exp. 3/31-00 ,} AE T AN RONALD J. PARKS .,,: _'-'x;q C VERTICAL sf el V,` ��� M I CH L A. ...-,... PRECISE GRADING PLANS CL Date Completed �jF 1F�� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 -rf 9e9.. N/A OF ck�- LOTS 36-45 SHEET 3 OF 3 i PLOT: 01-16-97 JN: 401015