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HomeMy WebLinkAboutTract Map 22716 Lot 1-21 Precise Grading i 123838 GRADING NOTES 1. All grading shall conform to the Uniform Building Code., Chapter 70, as amended by Ordinance 457. 2. Minimum building pad and drainage swale slope shall be =1% if cut or fill is less than 101 , 21 if cut or fill is greater than 10' . Drainage swales shall be a minimum of 0.2' deep and be constructed a minimum of 2' from the top of cut or fill slopes. 3. Maximum cut and fill slopes = 2:1. 4. Provide 5' wide by 1' high berm or equivalent along the top of all fill slopes over 5' high. S. All grading shall be done under the supervision of a Lm I I competent soils engineer who shall certify that all fill has been properly placed and who shall submit a final compaction report for all fills over 1' deep. 6. A Registered Civil Engineer shall submit to the Building and Safety Department written certification of APPROVED completion of rough grading in accordance with the approved grading plan prior to issuance of the building permit. Certification shall be to line, rade elevation and location cut fill slo71 1 10,1:pes. 5U8•+ECT TO BUILDING DEPT. APPROVAL grade, of pes. CITY OF TEMECULA PLANNING DAL EPT. ■I PROJECT METS 70N!NG STANDARDS 7. Provide brow ditch, designed to handle 100yr Q Storm PER JS ARE REQUIRED flows, along top cut of slope. S. Final compaction report will be required for all fills TE greater than one foot. 9. All grading shall be done in conformance with I recommendations of the preliminary soils investigation by �,/i.�e.5 ZS-�IiiV.f' G>CY5') dated AfiP/L B 71 ;jI I L= % ; I L= To Corona Two sets of the final compaction ' To FlwOrcidu report shall be submitted to the Building and Safety Department which shall include foundation design recommendations and certification that grading has been done in conformance with the recommendations of the preliminary' soils report. .� ` 4f� 1171P , P 104 The contractor shall notify the Building and Safety �� Department, 4080 Lemon Street, Riverside, Telephone . a (South)1- 787-6146, South)787-6146, at least ' 24 hours in advance requesting Aosd finish lot grade and drainage inspection. This 0K�irn �C inspection must be approved prior to building permit I final, inspection for each lot. ea ProjectSite 11. Cut slopes equal to or greater than S' in vertical height and fill slopes equal to or greater than 3' in vertical height shall be planted with grass or ground 9°d c Q '° cover to protect the slope from erosion and instability in accordance with Ordinance Number 457 prior to the F1 C) CA L I 1=(:) 13 11 A .4% IU &A �' anth P a approval of final inspection. y Cleo 12. Dust shall be controlled by watering or other approved Cl 0 methods. Rodd PQad 13. Finish grade shall be sloped away from all exterior `Q\a walls at, not less than 1/2" per foot for a minimum of 3 'y feet. P C To San Digo REAK YARD �� t v �. 5 4 3 yYROT7/ET7C4L MONS/-//P' 75, eANGE 9W, SFCr/OAI G �' �`�`' SAN E3E�2J A e01A10 ME,e/O/,4N -To S�oP� V-eAr_ YAVD SETg�� �' T R. t Q 22715 - 1 m Location Map �iY'� ` , 17c, scala 1'= 4000' W &AGK f�- �v- oIc I5 �� 9 S 7 6 5 4 3 2 � 2O 1 .,. 9 � / 2/ 22 0 0 7"; 2lv P7 28 29 3O 3/ 32 I ' 1 ,� 1O /2 3 42 24 - 33 3%S! 3G 37 CD Fes• � /3 23 V/1/-1 �-�- =o: % /� 3G T E 37 51oEYArZD 5 t� O 5t.0 � -�o.-1 �_ c°a TR. 22715 - 2 3B FV• I P.E. 11C70.0 �G /� 3G 96-14d .G. .�4 LEGEND 2G SIpE AV,0SIT 33 C, 252Q 2°J Z7 err TR.2 2 7 23 2z 2� 90 /7 /8 T.C. TOP OF CURB 9 � 32 20 � ,� /9 , 4:5M PLAu 2i ° 3i `?9 4iD4/ 42511 0 3� 26 44 INV. INVERT Of EL ev. 1�. � �-Pr 4� fL F LOW L I N E o ° o • � 22 N�G��R 3° 8 i� 3� 24 �� cy,�rAoA 4, 4Z 45 4� Q °- 23 f6 2B h 3 7 /8 33 4D H.p. HIGH POINT ,2 ti. (1'_ 27 ���� � � D /D /7 34 � � /'� /,� /2 // /D �N vif,�, !17 3: 1 CLO >`v UIJ�I�U w ; �y�� F.F. FINISHED FLOOR 35 5� PI.Au - cq�irUo ,2 15 /z� C4�T S� �8 F.S. FINISHED SURFACE • . -. • i9 �'¢ �' a 5 �� i L.F. LINEAR FEET 37 G.F. GARAGE FLOOR ' B � 27 28 29 30 3i � � i3 38 �, �8 �� /Z � � ,¢2 .�.. RETAINING WALL /7 4/ R, '(��P i9 /o cls- 4O F.G. FINISH GRADE GOR 7 G s9� 39 38 37 3� AD'- FIRE HYDRANT 2 � � 6 2 _ � � 2 ZG -9 AIR RELEASE VALVE TYPICAL LOT GRADIN B 7 G 5 4 a 4 8 / A G 2 ¢ 2S c,9����N 3S �•gij/cy � / 2 G 3 �"� 90 3/ 3z 33 3¢ 4 t2 T 15 � 2 P� IuDI Tr✓5 Re � to .�. s' e�-u�.t. �sl, / ��-irC-L4VAr100 -T`(r'E FIWIC 2 /7 /G � 11150.l for !✓t-���710I� ,3 � � I 11r:)0.0 PE. PAD 4' t•'U�1. V ISS I I� 4' M(t,i. alc-tP Or- LD fx� F._Z z -S G C,PUC�s Ksf . -V TKo F.F.,�CTr `- 7 (7E 'Or RA G ICI-Ie-A rx ffO J J � 2 g v�/o / TH Fa0YING '� rompo .S wdr i'�2Y�' GAKA0C G• 11 C`� PLAN BASIS OF BEARINGS eLLVATIou THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF RANCHO VISTA ROAD PER PARCEL MAP NO. 22514 AS SHOWN ON A MAP THEREOF ♦',� RECORDED IN BOOK 1459 PAGES 80 THROUGH 85 OF �''t•�tttt. '•�.' PARCEL MAPS IN THE OFFICE OF THE COUNTY TYPICAL SIDE YARD SWALES RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, • _ BEING N69008'00"E. i BENCH MARK RECOMMENDED FOR SIGNATURE I ��-eV �19L. IQ,P�!//SE,O fGt�To.�/NTs.4LL/�pl/.5�� SHEET E E T M COUNTY OF RIVERSIDE B.M. N0. T-29-81 COUNTY OF RWERSIDE 1 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION �„ Qb'ri �el J11llam9�r'bstl 6 �SSOCIates r� ,,.. OF FRONT ST. AND RANCHO CALIFORNIA ROAD. 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD PROFESSIONAL ENGINEERS, PLANNERS b, SURVEYORS TRACT NO 22716 AND MARGARITA ROAD, ' IN THE N.W. CORNER OF THE INTERSECTION V 27405 YNEZ ROAD, SUITE C, RANCHO CALIFORNIA,CALIFORNIA 92390 E. OF A 7' CHAINLINK FENCE, 21' X 16' AROUND SO. CALIF, GAS VALVES, PREPARED UNDER THE SUPERVIgMON OF- (714) 878.80 2 DRAWN SCALE PLOT3 40' N. OF P.P. (NO.01 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ABEL CASAO r"-20' & GRADING PLA N of ROAD. FIBERLASS WITNESS POST SET V W. OF MONUMENT. ADJ. AT - G. '� Ny, DATES �, DATE SY DESCRIPTION APP 0. DATE DESIGNED �o2NUMBER6 D E 9-13 82 ELEV. : 1128.410 -- CHECKED DATE MICHAEL A, TYLMAN R.C.E/ 0. 43090 -' R E V I S 10 N S RK 1-30-•90 J.N. 25952 +y 126085 MONO Sam IF—WIT 00 • r SHEET 3 SEE CQ I 10 IN NI (D 30' 30, �I w leo. �o' /o ■■ � WarsI� CLI �' o N p I 5.w �_0 _q 0 0 5 i -�, � -I 00 �Q383• � a •- I 0 y L� � cy •f Lo r r� A C- r ail 0. J J f J 6 �� 52 ti ►l I 2p ,� r _N '` I ��. a ` - - I r � ~ - . 0101 m -9 N N I y a4 - fro • `� �• �r � N � V 74.lo B• ..� � 1 61 0� W 20 CD _ OD N WAft• . _ rp o �� 1 .. 1 — ti Gj 3_aJ� 20' 1 N f 41 / 8 73. .� � — v 1 2p cam• ��., ,rc �3 4 If It G c9 I C ti !�" r� �-� r 1 1 0. 2 1 1 5 I lF-0 \ _n�J 4 12 • b. 1pj 'G r � Iol 9g N• '. 4.0 � 7 � �� l Cel 5 , � p 2 r I � ocp / v ti 1 z I .3d o:s����,� . _ /Q 1 z 0.2 A• ) ca 0 k cl r. I o �► � / 1 I � •�1z 3 , 0 � � '1'0•x• � '1 � . .3d I s�� a 1 dd 3 x, o ILI %4% 15094 if 20 N ^' 0 . r 1 - - - - ` r•P•9C-T — — � � _ r — 1 SEDA r • QFESSIQ RECOMMENDED FOR SIGNATURE ���v�` A• �.��f -� F'L. !�/SEO Fr T�.P/NT Azz .yzx SHEET 1, l f. COUNTY OF RIVERSIDE obeli 93ciq,cPVilllamWrost 6& �ssoclates _ I RCE 43090 z, ► PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS TRACT NO 22716 1 EXP 3131192 ' - * ' 27405 YNEZ ROAD.SUITE C,RANCHO CALIFORNIA,CALIFORNIA 92390 i PRE AR UN R THE SUPERV SIO F. �7�a> 878-eo42 DRAWN SCALE PLOT &- GRADING PLAN S of ' \rf-41 CIV11. Q,'a~ t ADEL CASAO IP/200 DESIGNED J08 NUMBER f 01 �!�1 �� DATE BY DESCRIPTION APP D. DATE � lop DATE LOTS 1 9 & 20 — 21 70� 00 CHECKED DATE MICHAEL A. LMAN R.C.E. . 43090 R E V I S 10 N S RK I-30-90 J.N. 75J52 12A096 J 10 7 r� _\ c r JN D 2 2 f 1 J _z ` Z zo 83, G `� l o, S -- Ob 79 a o • )j h "-- _ x, --• � rel TI 1 ► Q \ J 'T N rIP 4 AC 110 I cl - - _ CO o D, f 1 6 2t0 O 1 �" N rc •Tc "� 3f r Li. w rQ'/ TRACT NO. 22716 -, 4 00 o a 7761 Q 1. rn � I (� /y, rn 06 N _„_ c. 1� it 40 1 1 t ..r ❑ ❑ � �•l �• j N 1 .rM � � r r N I n• 5 ' N N N U N (t CD Q �1 ^ D I 1 774 (� I C. 22' - �; rL >>> I 0D OD a► B5 a N (D A 1 �d' ,�• .fib �(1• P 06 61 ch ❑ ,� 7�t /74 30 F t 00OD1 u 20 I �� � v �2 I rn � >> G 1� G• �� I \ N N f G 2/ N -q ­, AM 93' - - ._ - n - co .,; 20 30' �I 1• P ?o' moo' /o ,�• N A1 , IG co I ,5 20 N _N � I r�• - �I � • � I I 11 �'I I� N , UD �L` SEE SHEET 2 �I N N it r CORTESEDA , r _ J �\-tj i SSION4N ... Y RECOMMENDED FOR SIGNATURE SHEET r �Q`�°���- T►'�II�yn, COUNO;,j( OF: RIVER DE ; 1 •� Z. F r /tom • Wiffiam •9tkOetl cBei , %bst 6& �ssoclates3 . -i..- �/t •.w F• N kyr , 1• ., ..,Y :r,•�.�.,. ►.YV�r.F..r � 1� ar ACE 43090 PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS r T `A 2 „ ' EXP 3131192 �'' � y 27405 YNEZ ROAD,SUITE C.RANCHO CALIFORNIA,CALIFORNIA 92390 f � �`Q• (714) 878-$042 ! • 4 1 ' C�V� PREPARED ND THE SUPERVISION O SCALE „ PLIOT &' GR OFADSL CASAO r*20 t �, . qjf \AOR` � � � Of ��� DESIGNED 4013 NUMBER DATE BY DESCRIPTION APP D. DATE RK 24776 / - DATE LOTS 19 MICHAEL A.TYLMAN R.C.E. NO. 3090 R E V I S I O N S CHECKED DATE- 1 RK . 1-30-90 J.N.25952 , i or