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HomeMy WebLinkAboutLot 5-7 & 1-3 & 6-8 Precise Grading LEGEND w_iHPOW \ 0 23 3 PAD ELEV.-03 MIN. TOP OF SLOPE T.S. '� z AC TOP OF CURB 0000.00 T.C. FLOW LINE F.L. YP, \ ::: D RECISF GRADING PLAN HIGH POINT H.P. 15'TSP, 15'T 5, (EXCEPT B 5' 5' B (EXCEPT C 5' C WHERE gDFINISHED GRADE F.G. MIN MIN MIN -00-00 MIN NOTED) ITE) VOD I S1 F N FINISHED SURFACE F.S. ` z z z z ►� GARAGE FLOOR GF 0000.0 VIA RAMI Mw N PAD ELEVATION PE 0000.0 -4 t PROJECT mq11,1111, SITE FINISHED FLOOR FF 0000.0 o p RaD 00 � a o� oo Z o � WATER SERVICE W pox MAX N MAX N � 9 10 NR � CA 1 � d SEWER SERVICE AIR RELEASE VALVE12 � J� �� �f °� TYPICAL SIDE YARD DRA I NAGE 111 13 14 `' TO SAN DIEGO �' � RL FIRE HYDRANT XY DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE \ 15 V0 CP Q CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE, 16 17 ,�Ay DRIVEWAYV OVER 18 WY. 79 STREET LIGHT i � c SLOPE 8 - 19 VICINITY MAP 10' OR 12' U =�1 7 6 � EXTRA DEPTH FOOTING 6' o ' S - - NOT TO SCALE -no4 48 116 INDICATES AMOUNT OFL ' 20 EXTRA DEPTH FOOTING M I N. TYP. 110 1 3 09 2 MAI L OX 12" M I N. 12" M I N. ABOVE PAD ELEV. 1 ACCESS RAMP FM (TYP. ) CLR. (FAM OF CURB TO OF POST) F _ z 1 GRAD ING NOTES OR (6" BACK OC CURB TO q of PosT) ROUND OFF TOP r `� LOT NUMBER P/L 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 33, H AS AMENDED BY ORDINANCE 93-04. INDICATES MODEL SIDEWALK CURB Se 5 ,� GUTTER 72 I _ 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGEBE UNIT TYPE 4B MAILBOX LOCATION 1 r 6g 68 CONSTRUCTEDAAEMINIMUM OF 2'SHALL BE AMFROMUTOPS OF2CUTT OR FfILLLSHALL SLOPES. INDICATES ELEVATION DETAIL N , 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . SECTION A - A 5 1 4 !� 64 WATER BLOW OFF 01 N.T.S. ' 3 31 4. PROVIDE 5 WIDE BY 1 , HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FOR REAR YARD SLOPES GREATER �-. 2 30 FILL SLOPES OVER 5' HIGH. THIS LOT REQUIRES A BACKWATER VALVE THAN 5' IN VERTICAL HEIGHT 1 29 PER SECT. 409 OF U.P.C. PER APPROVED 6 32 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT WATER AND SEWER PLANS. ( NON-REQUIRED ) 16 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY -• / PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 71 OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 7 / 15 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 33 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 71 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, PLAN PLAN o 8 9 10 1GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 1 PLAN - Ur 1 1 12 13 14 34 3 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 2 `� 3 00 I I-') f" r, -I r 5 3s TDP OF CUT SLOPES. 45.00 n 47.00' 6" MIN. 5' MIN. P/L 5' MIN. 6" MIN. �� 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 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 TRACT BOUNDARY THE PRELIMINARY SOILS INVESTIGATION BY: o 0 I NDEX AP PETRA GEOTECHNICAL INC. ON SEPTEMBER 23 1998 0 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE aoq N ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 12" MIN. 12 MIN. S C A L E: 1" = 100' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- o TYPICAL OVERALL FOOTPRINT DIMENSIONS ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 0 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. FOR TRA C T 2 3 1 43-3 .0 T --3 ( PRODUCT 1 ) LOTS INCLUDED 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING co S 1 219 MAX. MIN .219 MAX. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE S E C T I O N B - B SCALE: 1 ' = 30' . REQUTIONESTING MUST BEINISH LOT GRDE ANAPPROVEED PRIOR TODBUILDDRAIIINGEPERMITCFINAL INSPECTIONP PFOR EACH LOT. 0 M 0 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL acv PLAN o SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE 5' MIN. P/L 1 00 PLAN o PLAN PLAN PLAN PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 6i WIG , 0 _ PLAN 3 0 g o EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE, w 3 MIN. 1 2 ao N 00 3 o SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1 2 MUDSILL MIN. 6" MIN. 48.00' 50.00' `n 50.00 r7,n 12. DUSTCL S SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. � ' 50.00 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 50.00' LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. Cn Od 12 MIN. • a 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING N�11 co 1 MAX. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- N 2% MIN. 6" MIN. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- oTION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 219 MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION C - C 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE oTYPICAL OVERALL FOOTPRINT DIMENSIONS TYPICAL OVERALL FOOTPRINT DIMENSIONS PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 0 PLAN- 0 FOR TRACT 2 3 1 4 3-2 LOTS 5-7 P R O D U C T 3 TED WI1THEAPPROVEDRTICAL ETREES, INSHRUBSIONOROCOMBINAATIONGROUND ERTHEREOF.BESHRUBSFOR TRACT 23143 3 LOTS 6 8 PRODUCT 2 , SHALL BE PLANTED AT 10 ON CENTERS, TREES, 20 ON CENTER, COMBINA- 00 SCALE: 1 ' = 30' . SCALE: 1 = 30 TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER J Underground Service Alert BENCH MARK U.P.C. CHAPTER 10.R. w 0 &bed &im FiUiam ftst & Associates RIVERSIDE MIM DESIWI(ft T-27-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 0 © PROFESSIONAL EMIMM, FLAMERS h SUZVEM 2 1/2' W DISC IN COIF. CnIND R STAEED T-27-1. CONSTRUCTION NOTES & QUANTITY ESTIMATE TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1-11 27565 •TOM�. 92581 RO THE INiOUCTIOI OF FRONT ST. AND RKM CALIF. I0., 3.4 OB VIIEW ON CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 RWX CALIF. RD. 44' I�TWST OF RWX CALIF. RD. 13' MR E A 4' 2 BOARD RAIL NO. I TEM QUANTITY UNIT 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE o -`800-422-4133 FENCE, 2' EST OF POER POLE# 175113E. SET FI�RQ,ASS NITIESS POST 1' NORIHEST R I CHMOND AMER I CAN O LOT GRADING (9 LOTS x 50 C.Y./LOT) 135 C.Y. THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- X RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON ca OF OW. 104 W. GRAND AVE. , SUITE A REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED ESCONDIDO, CA 92025 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. (760) 145-1605 TWO WORKING DAYS BEFORE YOU DIG 0. M1E 9-13-V E1.E11. 0.562 LD99-076 G 0 1 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALE QROFESS10A Draw i ng No. 0 p -� JT JM MT RECOMMENDED BY: DATE: Z$� C I T Y 0 F TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL � �� A j�! `y Q to i ��y /1 Plans Pre re nder The Supervision Of MODEL S ITE __ / a „ ACCEPTED BY: DATE: �/ L11 Inspector SEE ABOVE 1 20 � ►�'43090 DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN i � Exp. 3/31� ,� Date: RONALD J. PARKS ,.a:_� '.- ..`�A�" o VERTICAL Jr' CI V iy, ��! M CHAEL A. TY AN ,A'l A Y' A ih'iix TRACT NO . 23143--2 , LOTS 5-7 Date Completed jF E 43 3-31-00 rI ..�� : TRACT NO . 23143--3 , LOTS 1 -3 & LOTS 6-8 N/A OF Cko R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 .. .9 . fSHEET 1 OF 3 TITLE SHEET nATF PRFPARFn- n3/76/qq 6 / 3r 30. PE 1224.4 20 0' � S 12o , st 7. 1225.7 ry �h � 1 � TS 2 s i0c 19.28$ / oo / Ir 2 6 7 2 m .1 / ....... 9' 3 4 5 33. 71 , C7 / � w- 0 20 0 20 40 60 _ lot TYP 63' 4 61 22 5 C) 1% N / 2 3 ® 7.45% 0) 6 4 GRAPHIC SCALE / / / N � (0 E 1224.7 25 ?Sjr 0 2(9 a l 9' k� a•�,T' `moi �/ H' � � � G7 / J, . �. 6 5 ryI I c rn Z5"�z s1 ? 9 �� F C==== 1 �2 1 " .5 ' � 6 25.37 FS , .., „ _.. / 50.07 2 4.80 FS / ? 1226.2 I ?.8 \ 105.06 22. .94 T 6' TS 196 .. • � 22 C 1 8 EL--GB .2 s 1 Ic / b MIN_ 3 N 34.54 o, ° G-) - ��. 155, w 1 130 CONSTRUCTION NOTES: 2 INSTALL REDWOOD HEADER Is, 3 CONSTRUCT 3" A.C. OVER NATIVE SOIL / J 1 •p 1 4 PAINT 4" SOLID WHITE / Q ' S C 0 5 5a HANDICAP PARKING SYMBOL �``� II z 1 �6 INSTALL WHEEL STOPS (TYP. ) ,�, z cr C� w � 1 2� MSN' N `y N .• q � `�p ^ N W 3 O LLJ ^ .p• r • 9 PE 1225.2 DC7 Ln 1 25.2 -' ^� 77 9 17 ' CN CD CD 0 o N 23.9 NX., �.G� `ti[� r ►,� �' GF'` GF 1225 FG S rn �r� 1 co 10 C) CJ NP 0 \ FF I 1225 $ d- p . 7 �r e� �r C 1225.2 5.2 . ti , rti I � 722 a FG I I � 40 � 1225 15 �FG ��e � 2 FG • N 10 \ 1226.2 rn TS ` \ 24 (A = CA H 1 P I ` \ W ( 1226.2 IV+ TS .23 ` \ ' (9 $), 1226.2 156.28 TS ' EXIST. 28 73.58' 1, / C.B. l� � ( 1220 )T .C.S.D MAINTENANCE .AREA � 7� ( 1215) I I 72 \ 00 a EXIST. 2: 1 SLOPE3 ( 1210) SIN C� DF, EXIST. 2: 1 SLOPE IST ING TERRA ( 1205) ( 1200) co ( 1195) 4Y 1A ILA ry EXIST. CURB & GUTTER BUTTERFI ELD STAGE ROAD Under round Service Alert U-) \ PER AD 159 .Robert Beira, Ililltiam Frost & Associates PROFESSIONAL ENGIPEERS, PLANNERS k SURVEYORS 27555 YIEZ RDAD, STE. 400*7EIEUA G. 92591 - v CALL TOLL FREE (909) 676 8042 , FAX (909) fi7fi-7240 1 -800-422-4133ka°r 2g e 11�`1x2�4 40 TRACT BOUNDARY \ 39 38 37 TWO WORKING DAYS BEFORE YOU DIG L D 9 9—Q 7 6 GR )0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKSCALE Q�OIESSION� DESIGNED BY DRAWN BY CHECKED BY Drawing No. JT JM MT RECOMMENDED BY: DATE. «5 .�B CITY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL .`� ��� !�� yr Plans Pre r id Under The Supervision Of SEE SHEET NO. 1 1 " = 20' � No.43090rrl ACCEPTED BY: DATE: ��A a �' 0� MODEL SITE Inspector Exp. 3/31-00 Date: Z DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN VERTICAL J' �� MICAEL A. YLMAN RONALD J. PARKS Date Completed l't cj�I� o�� _ _ '�' TRACT NO . 23143-2 N/A F OF C k�1� R.C.E. No. 3090 Expires 3 31 00 R R.C.E.C.E. No. 19744 Expires 9-30-01 �fr, l LOTS 5— 7 SHEET 2 of 3 DATE PREPARED: 03/24/99 CONSTRUCTION NOTES: O2 INSTALL REDWOOD HEADER Q3 CONSTRUCT 3" A.C. OVER NATIVE SOIL ® PAINT 4" SOLID WHITE �5 HANDICAP PARKING SYMBOL 20 0 20 40 60 6a INSTALL WHEEL STOPS (TYP. ) GRAPHIC SCALE 18 15 16 - 19 14 R/W� 0 - - 10 13 w - - - 12 L _ S/W 11 r Q0 . - _ _ S . T • - CURB & LANCASH I RE COMMONo � / ,f, o GUTTER PER LD96-09200 S s oo, N 14 \ O y v N h W- \ S -- CURB & N N �, v W 22.50' 1 .85 20 -- �- hry UTTER 1 .47' FH 23.62 Q \ _ f• -�-- -� � 19. 1 0 .,�°�° - �„�-' - �• 21 .59 _ 1Cn 7.53' 'f' ^ � N .00' N 60.00 _.32 \ LO •� W N i- 22.40 FS '� 00' r 60.00 , '86 o r &� © cn , o S a o �N 1 19.85 S co ° o i N \ o o C \ TC $' g oo `l•' �,, 1, a� 5 5 f .3.3p 's � cv ° ., g ., � 2 o '"o, 3. 11 ' o � ?� �c� 3 GB S-GB - cv 3• .0 cn / 7.5' °f p 3.88 �r v �� '�1 6 2p o N' o �� 'oR`�, •N F5 FS `3 S 3.36 `,�, U' FG GF 1222.6 mr22--F-2G 22 '' �;�- � pG 2 � J o • 1, � �1, � _ `�`I � �n � 23.77 � S. ? FS , � / o FG �� f• °`°°� �` "' 4• � 23 ^�� 0 4 � � � 6 � „h�Q� �� � 4 5 � � GF 1223.0 • � I GF 1222.2 �'� � ,y "' F •3 `�'� co - `�' 23$ ti /-4 ' �`6 3.44 � . �22.6 21 .7GF 1224.9 d- I, • 3 2 21 . 1 FL-GB9 a� . 4 3•S2 I �- FG \ G m o o + 5 4 -• FS z N o \ 24.9 c� co 1 1-4 5' tP FG 4 "' 1 PE 1223.4 c� N : \ \ . 63.3�� �. � U' a' � rn 1224.9 � � � 6 I I '� 2 I r'• 8p N 24 GF ` 1 - W FS 1 z 1 z 2.2 21 23 o a, c_ri PE 1223.8 t 18 5 I--q N \ 0 \ �S .o o FG a, •$ -� Z m ? 5 18, _ 66.,t 1 I ? A FG \ M \ o .5 5 FL-GB 1 .2' O A Z - , FF 1223. 1 r1 �e [i] Q0 O 1 9 EE 5 .-- 3 7.5: 22.6 (A \t� o �� 4 66.5 o S S 2 FF 1223.5 FG PE 1222.6 7.5' FF 1222.7 t I •�,, , o z o 3 0 7 �, to I o ,�.�p d, , -� �- PE 1223.0 PE 1222.2 �`' \ "`, o S `� 9.5 O0 �,, 0 1 h N G \• o s FF 1225.4 a� (TYP) `J 6 7 8 9 I 5.s4 0 0 4 9 4.9 D� \ 00 \ 1 24 PE 122 o FG ,._, N \ -� ��, �j •os J -n \ �' 3 �, o F F 1224 9 F G 8.7' z 5 2 ��`�, � z,._.. �*+ G ��n 2.2 -H \ PE 24 •�O 2 9� �C �,.ca .5 23.0 N o '�. 2 ;� \ o 6 7- cv ca - o F G \ \ o \ \ 3 6 �J,r' F5 `l. c� N FS FG U HP `"`' in�� z _ r� o C'L � `�' °4 A \ A' o Ut `v Ln o Ir- N N (1223.2) o CA FG � N . _,.---- 0 Ir- 1223.6) HP 82 Q7, TS \ 00 o TS \ \ �S 5 FG z ( 1224.8) 22.7 �'G 9r 1225' o HP z i 1225���6 9 TS ( 1224.4 1 T2S.0) 60.06 r o >� �� 2j, \ FF 1225 2 5 .� 24 6 cs � � H- T .63 60.05 TS 60.05 8 5� \ o MP 1225. , 60. 14 \ ti TS F� TC \ o 00 T. C S.D. MAINTENANCE ARE �1 q� 25� �' 4g' 2-20) \ \ \ _ � g 54. C 12C; X22 o , "� .....r 24 9 �S cn CD cCD o pPE C ' \ 25 53•pp EXIs� ' 2 ANG p�p,Ns 1 10 cp o� •.��, a -lop woo aVG -- o co 1 40 � 7 �� o o \ S/W o 10\ r- 00 mop, 111- LLJ \ p�R0------------- Ll z (1203.57) �• _ �_ � T 36,, RCP SD r �- f r o N TC 2 EX�S . J \ _ �' 00 o P Y } 0 17t .� °�f -� n QD_ _ 0 1 � Underground Service Alert �1 � Robert �Jetir�, 1Pillucrn Frost do Associates � � � o0 PROFESSIONAL ENGIPE"F RS, PLffERS Ic SURVEYORS 27555 YIEZ RDAD, STE. 400•TBEW G. 92591 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1 -800-422-4133 o 0 TWO WORKING DAYS BEFORE YOU DIG LD99-076 GR o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q� 0* DESIGNED BY DRAWN BY CHECKED BY o0 4 SI . o w Drawing No ! JT JM MT RECOMMENDED BY: DATE: S I TY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL A-- ��� `�A s� PI Plans rep ed Under The Supervision Of SEE SHEET N0. 1 1 " = 20' No.43090 ACCEPTED BY: 44 DATE: � c� MODEL SI TE o Inspector Exp. 3/31-00 Date: Jr z� DEPUTY DIRECTOR OF PUBLIC WORKS �� PRECISE GRADING PLAN M I CHA L A. Y MAN RONALD J. PARKS "' ;;`> 0 VERTICAL sl 01 V 1\- �! TRACT NO . 23143-3 Dote Completed 'l �� o_ F o 3090 3-31-00 � cr N/A OF CK0 R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 LATS 1 -3 & LATS 6-8 SHEET 3 OF 3 � DATE PREPARED: 03/26/99