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HomeMy WebLinkAboutLot 28-37 Precise Grading LEGEND .......� 0000.00 oD HIGH POINT A C 0 2 3 PpD ELEV,-0,3'MIN, TOP OF CURB ---- T.C. A FLOW LINE F.L. I /A sez sez CS G DI G D LAN HIGH POINT H.P. �' FINISHED GRADE F.G. 1%MIN, 1%MIN, 15 TYP. 15 TYP, FINISHED SURFACE F.S. 5, (EXCEPT B 5' 5, B (EXCEPT C 5' C WHERE(11TED) MIN MIN NOTED) MIN WHERE GARAGE FLOOR GF 0000.0 PAUBA VIA RAMI PAD ELEVATION PE 0000.0 z z 5525 � PROJECT X ma54 56 24 � SITE FINISHED FLOOR FF 0000.026 23 w ROAD WATER SERVICE W 57 22 18 P3 o a 58 78 SEWER SERVICE S 00 z �10 z o 19 rod � � :1, Boz � 6055 77 7g 2 1 27 MAx \ 20 36AIR VACUUM RELEASE VALVE (AVR) 61 80 3 \ 28 PIQ PILO 7k �� � 75 35 / \ TO SAN DIEGQ � RD FIRE HYDRANT A 62 75 81 \ 2g 34 / 42gD 63 82 A 4 17 7F�, �� ��� � � 1 (AMR DRIVEWAY V N TYPICAL SIDE YARD DRAINAGE 45 4 74 \ 30 1 32 43 4 HWY. 79 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 4 6 73 83 5 1 3 40 \ STREET LIGHT CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 4 � 65 72 84 9:552 9 6 15 53 4 � SLOPE � I z 43 6 67 85 g2 � 54 6 71 N5 14 51 5 39 VICINITY MAP 42 1 EXTRA FOOTING 41 68 70 86 6 8 13 1 50 46 38 NOT TO SCALE DEPTH >> 40 91 9 2 55 7 37 ..E INDICATES AMOUNT OF O 39 69 87 89 90 9 1 56 49 Y EXTRA DEPTH FOOTING 38 8 9 �-- - aw 99 1 _ i' 37 36 66 7 3 ACCESS RAMP � \ 35 34 100 1 10 57 65 GRAD NG NOTES a � I 10' OR 12' 0 \ 33 32 31 1 67 72 LOT NUMBER FX 6' 0 9 10 30 2g 28 � ,� 1 58 64 68 1 . ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, 48" 16" w 11 12 27 ,% , 63 / AS AMENDED BY ORDINANCE 93-04, INDICATES MODEL MIN. TYP. < `� 13 14 26 � 1 105 59 19 71/ - 15 �, 60 1 62 / 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. UNIT TYPE 4 R I MAIL OX 12" MIN. 12" MIN. ABOVE PAD ELEV. 16 17 25 TRACT 6 '� DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND SHALL BE B , 18 24 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. (TYP. ) CSR. INDICATES ELEVATION (FACE OF CURB TO q OF POST) 8 7 19 23 .. OR (6 BACK OG CURB TO � OF POST) ROUND OFF TOP 6 5 63 r 57 WATER BLOW-OFFC�] P 9 4 20 22 62 58 �. 75 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL P.C.C. 5' 3 2 1 ,, 61 60 59 FILL SLOPES OVER 5' HIGH. INDICATES PAD GRADE REVISION SIDEWALK CURB & 21 51 52 77 78 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT FROM ROUGH GRADING PLAN GUTTER 50 76 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY MAILBOX LOCATION R D 17 49 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL .FILLS INDICATES STEP TO GARAGE FLOOR 72 - � �, ,, ,�.. � 68 � 18 19 53 OVER 1 ' DEEP. {GF - FF - STEP) ��,�;��',: �.��. DETAIL NO . 1 _ .M 2° 21 22 � � 79 " r SECTION A A 5 4 641 48 54 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA N.T.S. 6 3 2 1 .' 48 80 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH " FOR REAR YARD SLOPES GREATER 2ro 47 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO THIS LOT REQUIRES A BACKWATER 16 I 27 25 24 23 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, VALVE PER APPROVED WATER AND DwTHAN 5' IN VERTICAL HEIGHT (71 55 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. SEWER PLANS. PER SECT. 4D9 OF U.P.C. I 7 1556 46 45 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 0 8 TOP OF CUT SLOPES, 0 9 10 11 12 3 14 I � 38 39 40 41 42 _ o 1 ` 43 I 44 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN mo 5' MIN. P/L 5' MIN. ►� 6" MIN. 6 MIN. I ONE FOOT. 00 3' MIN. 1 1 ' 3' MIN.- / � 1-1 MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DON N CONFORMANCE E I CO OR CE WITH RECOMMENDATIONS OF SIT E o THE PRELIMINARY SOILS INVESTIGATION BY: 0 \, PETRA GEOTECHNICAL,I CAL INC. ON SEPTEMBER 23 1998 0 a VAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE °Q ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- S C A L E: 1" - 200' _ MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- a 12" MIN, 12' MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 0 2% MIN. 2: 1 MAX. 6 `- ;'" TYP. 2% MIN. LOTS I NCLUDED f 'f 10. THE CONTRACTOR SHALL NOTIFY TH T F T M 21% MAX. MIN. 21% MAX. � � �� DEPARTMENT, TELEPHONE E CITY 0 E ECULA ENGINEERING 00(909) 694-6411 AT LEAST 24 HOURS IN ADVANCE SECTION B �' U REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. w X PLAN o PLAN - PLAN 1 1 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 2 0 3 ,� SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE P/L 1 0 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5 MIN. 0.00 50.00' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3 MIN. 1 50.00 THE APPROVAL OF FINAL INSPECTION. E MUDSILL MIN. 6" MIN, 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 00 CONSTRUCTION NOTES & QUANTITY ESTIMATE 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT oa LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. Q, ; . NO. ITEM QUANTITY UNIT 12 MIN. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING00 2: 1 MAX. 1 LOT GRADING ( 10 LOTS x 50 C.Y./LOT) 500 C Y PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 1 TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 2% MIN. 6" MIN. TYPICAL OVERALL FOOTPRINT DIMENSIONS TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION c _ C ( PRODUCT 3 ) 15. EROSION CONTROL: ALL GRADED $LOPES SHALL BE PLANTED WITH ROSEA ICE �? PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER N SCALE: 1 ' = 30' . 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- a 00 TIONS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Underground Service Alert U.P.C. CHAPTER 10.R. bi Q Robert Bein Filliam Fmst & associates 16 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR � o PLANERS h MVEYORS TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. h PROFESSIONAL ENGINEERS, z 27 ROAD, STE. �OD�TaE CA. 92591 BENCH MAK OWNER/DEVELOPER 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE z CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 RIVERSIDE COUNTY DESINTIN T-27-81 THE APPLICANT I CANT AND HIS ENG I NEER FROM THE RESPONSIBILITY FOR THE COR- Q 1 -800-422-4133 2 1/2"I%SS DISC IN CK. CYLINDER STWED T-27-81. RICHMOND AMERICAN RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 0 FROM THE INTERSECTION OF FRONT ST. MO RANCHO CALIF.RD.z 3.4 PILES Nit LEAST M 104 W. GRAND AVE. ,, SUITE A REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED RM R CALIF. FE 44NORTHIEST OF RM R CALIF.RD. 13 20 OF 11 4 2 BDV�Rpll 0 OF aw.2'ST OF POWER POLE 11751130E• SET FIMRGlASS WITLESS POST 1'NORTIIIEST ESCONDIDO, CA 92025 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ���D,.�af', R 3;:TWO WORKING DAYS BEFORE YOU DIG �.aA>'rw: 9-13-& ELEV. 12.�.5s2 (760) 145-1605 L.!� LD99-234 GR 00 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK FESS/ DESIGNED BY DRAWN BY CHECKED BY SCALE e� o� CITY OF TDrawing No.3-22- R_8F / RE1AS>Ep P1.4rl-rKPES --La7s'26 33#3 pA JT JT MT RECOMMENDED BY: DATE. / DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL ,�`� ~�� jyl�9 �� Ions Prep ed Under The Supervision Of SEE ABOVE AS SHOWN w No.43090 ACCEPTED BY: DATE: �_' �9 ,� o� T r� TRACT NO . 23143-2 Inspector °� Ex Date: �L L� 7 DEPUTY DIRECTOR OF PUBLIC WORKS C f P 3/31-00 RONALD J. PARKS PHASE 4 0 VERTICAL s ��� M I CH EL A. YLMAN PRECISE GRADIN P AN a_ r' 1 G L Date Completed N A tF OF ��lF�� R.C.E. No. 090 Exp i res 3-31-00 R.C.E. No . 19744 Expires 9-30-01fr, i9a9 T I TLE SHEET LOTS 28-37 SHEET 1 of 2 nATF PRFPARFn. Oft/1 R/A4 ® PE 1248.4 ' 107.92' 0 � .0 _ STIR. LT• G EXisT. C 0 1% MIN. 't k S � � 47 8 GUTTER = PE 1244.5 - 33.6 t FL,GB o I _ 49,p D = cn 60, PE 1248.5 J6 FG 49.0 ce 15 �.� FG 40 6 ' FF 1249.5 D SW N 'G 146.76' is ^ 1� MIN. 48.7 PE 1249.0 20' 201 Co 10 4 9.0 49.0 / 2.0% 3 N 47.3 FS 3 60 4' FG FG I MIN ZA SW • BR 0 21 .33' i O 1 +73.03 • 0' LT. 47.3 0 49.0 N 4 4 n 27 o/w I FS FF 1249.5 1 FG 11+63 97 25' N`� 10' cd I 9Z � 7� � z7 �zo r `° PE 1249.0 V- 0 � ro o w o 2.oz I � PE 1 45.7 N �`- 122.81 '" rn MIN, co 1z MIN. 47'7 N N �� f "� 2 X FL,GB •gyp 47.5 B s' 1% MIN. 20.00' 4 C FS ad 4 lc `�? 1 49.0 / 43.5'± 49.4 ^ r �9� icy 48.0 FL FG •8y� 00, FG 49.4 '' 1�MIN. . 0 FG 6.�� 9z 47.6 '�� 2000 48. ►• 2 FL GB 1 X MIN. I FF 1249.9 FS o Z•$�° ►- 151. 12' 15' 47.6 r, 49.3 PE 1249.4 PO FS 8.0% Cb FG 49.3 26'± 0 49. 1 � 25' 11+21 ��0114- FG 0) FL-Ff' C 27'*a�w 20' Lr. o �r N J co 2.oz 47.8 p N (0W MIN. FS �j i PO 0- z � I Irl47.7r7 J 2 Tc 0 co FS M�5 FF 1249.8 49. 1 © ri `� N FL-HP 49.4 A '� 49.3 PE 1249.3 10' cn z 49.4 -- 0 LO c0 FG FG �1�. FG 2.0% . c.. < I ri • vs 48.3 I ' D MIN. . co 130.99 49.3 3 I 1% MIN. FL,GB °' �- `s�` V) © �,s•'9 ao 1� MIN. 48.7 30.01 ' m FG BR 49.3 w 0 29't F co 51 .28 �j I � FG L GB •7 co 48.2 PE 1247. 1 FG'9 49.9 - "7o rC � Q 6� FL IN. . FG o• G 3 .83' - �° 55.48'TS N '� 48.7 FL ©e 1 z IN - 0 FF 1250.4 -� 47•� �+ 4 49.7 co 0 26.2'±t m D ,� 159 PE 1249.9 � TC FG 49.7 v co 49.6 MIN. o� w (0 I Ln FL-HP o o o 3 N 48.2 FF 1250. �` Fn 0-cO o FS o �_ 2 I o 0 CR rn /o FS 0 7.Oz �� PE 1249.7 10' 49.5 w z NCl-LLJ ~ 4"3.48 FL- 24,5g HP 00 •9 49.9 r to -11- C 27 o w R " 23.33' r• 2' v V) � 54 FG ��� MIN. z w _ I •��, TS 49.9 6.4z F8.4 x'28. 82s3� tr 2 <w`yo 0 156. FG S 48.15 o/w 3 z T cn 48.2 49.7 � rl•? 2fi 1 MIN. 48.65 ;� 2a. o IC �'P FS FG C c~n z N n o 49.7 00 S 52.s3' FL GB M1 N �--�� C' �� 1 * * ...,Q U v FG ;� x w ,� �� W �- >;B o 1� 48.9 ^ sx 27:s7 �•41 1,I j�' 48.6 FL g� r: �.© �� o FL.( TC 9.27 1z MIN 1 1I0' Cn 0 0 o _ �" 1 N 10� 6.5x .4 � � lC 0 2.0 ° rn 48, 52.00 159.8 0 w m CD •1 ' t0 48. FL- 9 �� M 'ti �� o F GB I 1 co c" .2 N. h "\ Nf 50 .P FS �, � � FG o W VRB zo Q W 91 N I _ (0 _ .7 i� 24 i � o FG � � ``r o r, FF 1250 48.6 ,� 1250.2 �, FS 25 �l o OG ` �,r PEi o �4 ^0`ti .8 24. 't w 00 \ y * o •� •4 x 0 � N o I z , 49• ti, erP � F •2 Q to cr) LL, o .0 2s � ,, FL 2.0� ,�c•' 3 ISO �, I ca to m I m • s MIN• F� ry R I O No 00 �+ C 4 � ,�' s� M1N• ,\ ?•ss, RIw ca o FF 00, 50 � �� a p o. ?. I . �U 0 .2 �►. ;I �p• c� E y2 7 �4x ir w w .�► F o FG S M it CV S0 2 ti/I� CL a.o• "n• 1� . I m �1N. .0 2 o kP 0 49 o O 00 49.9 10' •2 ` •2 � MI�•] . - F0 .2 FL- I - w ,AVG Q 6 .2 G � yr .2 0 9.3 F 1250.2 125p(r F r X FG 0) , GF O. I N 1 cn r S' 51.2 p 72,5(). 7 � N a� 2 z C 725 3 0 o TS Sw 10' -20o 1250 I N s0. FF 50•Z cn ` IE G F +e 12 L0 o P I o cn L11 CV 23, F G I F � .0 G 10 _ 25 Lr NG. N4g.9 1 '� 0 C" 0 '- .. � FL 00 ►+ ti w Sy � ham' Underground Service Alert �� '� ,59.31 ' S 5392 `��E: „- `�° 112.79 . 1 © Med iii% Fi7liam Fmsi & Anwiates 0 PROFESSIONAL ENGINEERS, PLANNERS k SLRYEYORsI 20 0 20 40 60 27555 YNEZ RDAD, S1E. 4ODOIEIECu.A G. 091 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 © © a "800-422-41 33 ® EXISTING H.O.A. SLOPE �c DRAINAGE EASEMENT GRAPHIC SCALE � 40 . D LDOO-056 GR LD99-234 GR Two WORKING DAYS BEFORE YOU DIG I o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALE Q�0�E S S J p�,�` RECOMMENDED BY: DATE: 40TYDEPARTMENT Of Pl1BL I C WORKS Draw i n g No. 0 3/6/00 REQ 1 REVISED PLAN TYPES - LOTS 28 33 35 �O A• j JT JT MT C I Contractor HORIZONTAL .�`� ,���� y��' `�� Ian Pre red Under The Supervision Of SEE SHEET NO. 1 AS SHOWN W No.43oso s ACCEPTED BY: f DATE: �3 �� �, TRACT NO . 23143-2 Inspector r- Exp• 3/31 Date: 3 4L toco DEPUTY D I RECTO OF PUBLIC WORKS RONALD J. PARKS `a., `"` PHASE 4 Date Completed VERTICAL Jr' C�v 1�- ��� MICHAEL A T LMAN ����. ������'���Al'�`��"�° PRECISE GRADING PLAN lF F 3090 3-31- ..... p p�- ���1 R.C.E. No. Exp i r es-- R.C.E. No. 19744 Ex i r es 9-30-01 '�',�: :i�g:�:�:�� 0 N/A -- p' ` . LOTS 28-37 SHEET 2 of . 2