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HomeMy WebLinkAboutLot 45-76 Precise Grading GRADING NOTES- LEGEND PREC I SE GRAD I NG PLAN 0000.00 PROJECT SITE 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, TOP OF CURB TC APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. FLOW LINE FL �ct 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE SWALES SHALL BE A MINIMUM OF 69 DEEP AND BE CONSTRUCTED A MINIMUM HIGH POINT HP OF 1 ' FROM THE TOP OF CUT 0R FILL SLOPES. FINISHED GRADE FG PHASE 7 , TRACT 28510-2 LOTS 45-76 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . t� 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FINISHED SURFACE FS .% I N CITY OF TEMECULA , STATE OF CALIFORNIA ,sFILL SLOPES OVER 5 HIGH. � GARAGE FLOOR GF 0000.0 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PE 0000.0 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PAD ELEVATION PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FINISHED FLOOR FF 0000.0 c4� fA � 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA DRIVEWAY ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, SLOPE GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG LOT NUMBER 12PMM � TOP OF CUT SLOPES. UNIT TYPE 3550 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 9 ONE FOOT. BACKWATER VALVE CD w 6 N 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES DATED DECEMBER 11 , 1998. ------ 35.00' TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 3525 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 41 .67' TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR V I C I N I T Y M A P EACH LOT. NOT TO SCALE 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT HIGH POINT CODE SECTION 17.06 (RESIDENTIAL) , 17.08 (COMMERCIAL/INDUSTRIAL) PRIOR TO PAD ELEV. -0.2' MIN. A THE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 35, BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 35' ii ' ` '; Mo ? ? e MATERIAL. i j �� A 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN ' , 10' TSP, 10' TYP. MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. Q' ' e HALL B APPROVED BY A REGISTERED ENGINEER NEER PRIOR TO PLACEMENT OF v i ' $' ' (ac�T (EXCET > PREPARATION S E ; . B B C 5 C FILL MATERIAL. � UK M I N NOTED) M I N M I N NOTED) M I N 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 3510 ` PAD Z PAD z ADJACENT PROPERTIES. FF FF J7J 21 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 0 0 BY THE DIRECTOR OF PUBLIC WORKS. co MIX 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE gin , TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE to ;n o" Ln z Q MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO WAY R/ Mqx PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. TYPICAL SIDE YARD DRAINAGE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- LARGE ESTATE HOMES ARE 25' SETBACK MIN. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 32' 35' CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 12 MIN. ABOVE PAD ELEV. 5' MIN. P/L 5' MIN. OVER 15 IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER SHALL BE 6 MIN. 6" MIN. PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 3' MIN. 1 ' 1 ' 0­03' MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, ' OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ROUND OFF TOP MUDSILL MIN. MIN. MUDSILL 15 ON CENTERS. SLOPES 0 IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER P/L _ 1O.R. 6v 3550 3560 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. _ 0 12" MIN. 12" MIN. o 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 2% MIN. 2: 1 MAX. 6" TYP. 27, MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR SECT I ON A A 21% MAX. MIN. 21% MAX. 00 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. f FOR REAR YARD SLOPES GREATER SECTION B - B 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THAN 5' IN VERTICAL HEIGHT 000 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 0 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED i 0 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 5' MIN. P/L � 3' MIN. 1 ' r_ 0 TYPICAL FOOTPRINT MUDS I LL MIN' 6" MIN. _ INDEX MAP `° SCALE, 1„_20 SCALE 1 200w . „ = ' .�:� n •'.' cn LOTS INCLUDED 12" M I N. 2: 1 MAX. i Underground er v i ce Alert BENCH MARKLi _ ELEVATION 1091 .074 OWNER/DEVELOPER CONSTRUCTION N0TES & QUANTITY ESTIMATE 2% MIN. s" MIN. 0 U o PouNMIN0 ■ bts10N ■ COHeTRWCTION RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, k 1/2" 21% MAX. BRASS D I SK IN CONCRETE WALL FROM THE INTERSECT I ON OF RANCHO WOODS I DE CHANTEMAR, INC. NO. ITEM QUANTITY UNIT SECTION C _.._ C CALL TOLL FREE CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION z �z 1KMA MM 400 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND 23121 ANTONIO PARKWAY LOT GRADING (32 LOTS x 15 CY/LOT) 480 CY 1-800-422--4133 IMMCULA CAUMMA,=tea, WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), CONSULTING 90DA76AM @ FAX 009AW67M wrrurABFb m TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I S SUITE 120 Q CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, LDOO- 145GR TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 C� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK pFESSIp DESIGNED BY DRAWN BY CHECKED BY Drawing No. 0 SCALE QR �'�! MT JM MT RECOMMENDED BY: DATE: 8 C I TY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS A. j co HORIZONTAL �`� ��� �l� �ya� P an Pr ar ed Under The Supervision Of Contractor G_3 �y s 2M ACCEPTED BY: DATE: Z� s TRACT N 0 . 2 8 510-2 1 SEE ABOVE AS SHOWN No.43090 't o��a¢ DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER -04Inspector Exp. 3/31 Date: RONALD J. PARKS ,xa " PRECISE GRADING PLAN MICHA AYLMAN IQ VERTICAL C1VI\- 090 -2 LOTS 45-76 Date Completed F OF C R.C.E. No. Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 PHASE 7 28510 SHEET OF 3N/A 7.47' t _ - __ - - - - - - - - _ �0. 0 •5 1 0.00 50.00 •5 /-lbo 7_23' L- - - - - - - - _. __ ._ - 108 22 - - - - - - - - - 50.00'- ,� - 5�0�' ,� 50.00 �� w ,� I Ch Q V. 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Cl �g • rn F ae FG FG 17.0 FG F - 30 LF 18.8 F O °� c� 13.5 FG 61 0 62 0 63 FG ae 1116.4GF 64 I FL,GB g0. �$ r'6+ 1119.3GF ❑ 10 LF o ae �. � Oo, N 19.120 LF 0 1,- - o ae I FG 19'1 �e 3525 3525 3525 r- 3525 r BW O 2s.00 FG s0 BW � o do° h _ 106 19• O �, O ,� � ,o F � /3521\ 18. 1 FF 1118.8 17.6 FF 1118.3 � 17.1 FF 1117.8 FF 1116.9 r ', �;f hP 1• ao _ 1119.7GF , % 0 FG PE 1118. 1 FG PE 1117.6 FG PE 1117. 1 PE 1116.2 I �; i. �. >! o r� 19.5 ;i r'0 to 19.5 FG 59 FF 1119.3 27565�1ELL I E COURT 5 27575-WELL I ECOURT 27585.NELL I ECOURT 5 27595-WLL I ECOURT I > r I •� k FG 8.0 /3550'\ 0 0 �e z 18. 1 ae z _ _ ae z 17. 1 .2 - o z16.2PE 1118.6 O o ,_, 0 17.6 0 O O O o co o "" FG FG G w M �- FG N I O 1 nO >C� 27555-WLL I ECOURT N � 1 .0% N FG N ` 1 .0% ��O• O FO 8.9 c' 1 S 7 r8' FF 1119.8 18.6 w w 1 .0% _ 1 .0% _ s I 1 O'IQ 0• FL,GB L G6 f'�, 3560 PE 1119. 1 FG o '�' ��9 0 ,�� o rn s9 0 ♦ - �y , Oq° 1120.OGF o 1 18.6 �-- ♦ 19.5 27545....1ELL I ECOURT o rn _ si y 19.5 FF 1120.2 FG rn 19 °' �8 °' ��8, >'>>� ' ..... ............ �h10O FG FG 19.1 19.1 S •� S •� S ' S' ' I fig.8 �. �, O PE 1119.5 FG FG 7, _ z >� •6 50.00' 50.00' 50-00' 61 .40 5 LF 30 LF 27535-WLL I ECOURT o o 9 1s 1 .OX N 10 Oh 19.5 19.5 0 1g 57 FG FG - co ♦ O ae Z ♦ 3550 r- o ,._, 0 0 2 LO 110, 21.0 FF 1120.5 �y o 110, PE 1119.8 SEE , SHEET NO . 3 27525�LL I ECOURT �• � 19.8 19.8 `� o _ FG FG 5 i E v 0 o Z 61' qt y N � 1 .OX 0 I D• l`r , � Sf �O, Z / i O i o �'�• ci i O i 0 20 0 20 40 60 O n GRAPHIC SCALE 16 Q o` Underground AlertBENCH MARK ELEVATION 1091 .074 OWNER/DEVELOPER * BACKWATER VALVE -LOTS 45 -46 63-64 o I"LA►NNINC# ■ Det■ION ■ CONSTRUCTION RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, k 1/2" BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODS I DE CHANTEMAR, INC. a- CALL TOLL FREE CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION fl�YM RDM SM 4w -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND z 1-800-422-4133 A,C�oiNA WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), 23121 ANTONIO PARKWAY C©N S IJ LT I fV G sa1,s7a M - FAx 909A 0.7M - wwwJW9wn TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I S SUITE 120 CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 L D00- 145GR C, DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE ��FESS10 Drawing No. � p "�� MT JM MT RECOMMENDED BY: DATE: 8 C ITY OF T APARTMENT OF PUBLIC WORKS �, A. Contractor HORIZONTAL ,�`�� ���� j�l�� �y61 Plan Pr red Under The Supervision Of No.43090 yACCEPTED BY: DATE: Q Z oo TRACT N 0 . 28510-2 SEE ABOVE AS SHOWN 4d DEPUTY DIR. F PUBLIC WORKS FOR TY ENGINEER 2 Inspector P / o c ' cI E GI EER PRECISE GRAD I NG PLAN Date: � ,�., .,... MICHAEL A. YLMAN RONALD J. PARKS :,.. VERTICAL st' 11 V I\- •��! A �...,•>'.. Date Completed lF �o� R.C.E. No. 43090 Ex i r es 3-31-04 R.C.E. No. 19744 Expires r es 9-30-01 '' -7 LOTS N/A OF C k\- P P .No PHASE / 4 SHEET 2 OF 3 i SEE , SHEET 2 59.25' 50.00 50.00' 52. 16' 2: 1 SLOPE i I eo / r r / LPO • •� w I ., / �. t0 f� 0 O 1-4Z O. z o r�I / t"i 0 C�l 04 :2 11 0 5 13.3 67 13.3 12. 1 fifi ;12;. l 65 11 .0 II 01 C_' / 13.4 68 FG FG FG FG / FG �G•4 FG 3525 FG 3525 3525 i 10, 3525 BW O }i �t FF 11 1 .7 0 L FF 11 4.0 o FF 11 2.8 I I ,_ FF 114. 1 •2 o PE 11 3.3 PE 11 2. 1 PE 11 1 .0 p / PE 113.4 27578 CAMP A C I RCLE 27588 CAMP A E 27598 CAMPA A CIRCLE 7568 CA ANA CIRCLE 13.3 11 .0 11 .0 FG1111 .2G FG 15 t ' 1 13.4 1113.5GF FG 1 ' FG 7' _.... / �� F�' ��• VP FG 1113.6GF 12. 1 •4 1 . 5 FG• 12 FG I / �� �1 P G �' ?� FG ►� r FI-�� W 17.3 __..... ......_......... ........._...- GB / h 1k 1� 1 O N rp •�� L' N ,5� N 1�j / 'j �. r r �5� 12.8 � � � W , .0% ��• �, F 00 50.00 50.00 � 43.80 O� L,( 3p >"Oo >� _p p `9. 14.5 :;� �, ,n• ,� F J' J' s / G r �tk i. / 10 70 •6, h / 14.5 `s �1k r0.6 �` c oo FG 3550 ���o ,..._ �' �► �4 �, 'n nom. w ' Q' �a. ❑ o n n / 1115.2 14.5 4 '` j o o 14.3 F G .4 F .5 s '6+ ?' � ,Q y N ! 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I I TS 9 P_ I I 9 101, ms's 6 OP E L �► �` T 18.2350- 16 9�F Sa . 14 17-26 ' 32.88 r DO i 0O N S6 2: , �oPE � ........... 00 o say 0GOP 3: 0 RA 20 0 20 40 60 � G� a- M A� n GRAPHIC SCALE ~~ �- n _ w Q 1 Underground AlertBENCH MARK � W ELEVATION 1091 -074 OWNER/DEVELOPER v o �1_/►NNINO ■ Dt■ION ■ CONSTRUCTION RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, k 1/2" W * BACKWATER VALVE --LOTS 65 , 76 BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODSIDE CHANTEMAR, INC. � CALL TOLL FREE CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION EMN YW ROACk surf 4W -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND o -800-422-4133 � � � "cuF+vww►�,� WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), 23121 ANTONIO PARKWAY z SUITE 120 0 CONSULTING lO�s7rR� • FAX OOO�dT6.7�10 • wmrABF.aam TO ABRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I S , Q CREEKFORK. IN THE S E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, � CA. 92688 LDO - " TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. O �1 1 5GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE ozVESSION DESIGNED BY DRAWN BY CHECKED BY CITY r �! MT JM MT RECOMMENDED BY: DATE: �� OF T DEPARTMENT OF PUBLIC WORKS Drawing No. Contractor HORIZONTAL P I an Pre red Under The Supervision Of co r- SEE ABOVE AS SHOWN w No.43090 r ACCEPTED BY: -___DATE: �� TRACT N 0 . 28510-2 0 Inspector Exp. 3/31-U4 =o Date: Z ® DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER � .S'A'.Y "" 1'x'i.1 Q RONALD J. PARKS .� ._r�..Y E GRADING PLA N 3 MIC A EL A. Y L M A N A .l \'• x'/•'xyyx' Date Completed VERTICAL 'ft,-1 01 V I F 3090 3-31-04 o< N/A F OF CK R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 PHASAE 7 - SOTS 65-76 SHEET 3 OF 3