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HomeMy WebLinkAboutTract Map 21820 Lot 15 Precise Grading ti. iJAL .20 e .. GRADING NOTES: . � y. :�. Thu ; � _ a� : k 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER vY.wr -rcawxwwp..+e---• ,..--.,...;,c »'-•.wy. _ o.,,. '• •r y:..w. rF y '•") `.. 331, AS AMENDED BY ORDINANCE 9 --0 LOT �...• i2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE ONE PERCENT 15 C. ; �"V. c }: (1.07). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.22 DEEP `• f- AND BE CONSTRUCTED A MINIMUM OF 2FROM THE TOP OF CUT OR FILL SLOPES. im 3. MAXIMUM CUT AND FILL SLOPE = 2:1 tj zA P N 0 919 - 0 - 003 .+ a . ' 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ,1.. .wxw•..rv- .r d.a...w.rr. -«....•- .rr. m rte. a k:.a ..•.••......,.y. r.•y':. TEMECUIA, THE ���� � A. ALL FILL SLOPES OVER 5' HIGH. t, Q �' - IN ECTI 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 0A EM.E. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY NAA PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS yM , f r.: : OVER 1 DEEP. di � 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF .� iSr.,[w'aY' nx.Y�', +•.r�ww y✓ M tl.w t+trH Y +... �f •'•� ' "f T moi• Yr i: -. :.,. i';r.r �.:. '.*4_ X TEMECULA'S DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF y � ,.:�.g,- �: Tr. � COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING ul ° k:.. t � PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL w rti / BE TO LINE GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. x * t y �.'.. f };?kms V'• T+h ,IL• /3i'aR f�, �iyrs� i.f k p '{1 F:{ ',>,1t�� �• J._ 1. _128 7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR Q STORM FLOWS, 277 3 ALONG TOP OF CUT SLOPES. PAD'1 z`' � : Y. ° r. /� ,yam'` :. ..••.e.�SS��- a .. .. k�3 � � �� � ��. , •f.• N D-�1 / Q 12 C 8 FINAL COMPACTION REPORT T WILL BE REQUIRED FOR ALL FILLS GREATER P THAN ONE FOOT. p PER / �VEWAY ANG N� 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS 10 20 DR pR�W OF THE RRE # AY SOILS INVESTIGATION BY: Cj)NV�X56 L6AI56L �'i4AJ•f5 / ANpARp SY DATED: Z s &• Vic% TWO SETS OF THE FINAL COMPACTION / REPORT SHALL BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS VICINITY MAP / 36.60 WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND NOT TO SCALE 128.50 CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THOMAS EROS. PG 959, 0--2,3 THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. / EXISTING Q4 1284.5 ) TERRACE DRAIN P L 124• T6 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT R � 1282.31 - .,� / 5' MIN. TT •5 - LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE / 1272.65EE �"' 1284 ) 12 INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PROPOSED 4, �, -- 8 1283`81) T13 1� BUILDING WALL 2 Q 3 MIN. 1 N �- •70 1280.2 TB PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694--6411 r /o MUDSILL w 1265.83) 11WEA�- -- .11' 1274 41 FL 1278 F EX. WOOD FENCE-J `) MIN. 6 MIN. �, a 4 29 422 v0 FS _. BUILDING WALL 14' /►� 'D r T N83.58 03 E 127 3 P 33 _ 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND r T 111u FILL SLOPES EQUAL TO 0R GREATER THAN 5' IN VERTICAL HEIGHT SHALL 1267.48 11. 3 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM r.� r w T. Cv x F H4 125.99 0 �, EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT / 12 MIN. 2--1 MAX. " 280.9 FG © N 24 CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 0 112.99 1% MIN. -� 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 21% MAX. 3.01 RIDGE LINE iN.~ °o �. � 1280. TOPSOIL., AND OTHER MATERIAL. / PROP. SWALE 12 � t,,., = -w- .. 78 � BEEN CLEARED OF WEEDS, DEBRIS, SEE DETAIL A G•F• / PROP. SWALE PROPOSED 72.0 LF1 1280.9 N 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE Q SEE DETAIL A 3 PVC -- S=0.046 �. 6 ; ��1 301.5 PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL C-C !� 1289.4• M� P� SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A .• _ SECTION DETAIL A 127 . . B PAD SECTION A 1278-28 FL LP/TOP GRA REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ALL / NOT TO SCALE NOT TO SCALE 1277.78 FL--3 PVC 1280.9 24 AN f' �, FILL SLOPES PLACED OVER NATURAL GROUND WHICH IS STEEPER THAN 5:1 NOT TO SCALE 16 FI+ �1280•9 1280V��r a (2076), ' 1.5 JA PAD ,4 34 MUST BE BENCHED AND KEYED PER SOIL ENGINEERS �D=12�`�' �•�, 1281• �� I �[ . - - �. o RECOMMENDATIONS. R $ 1 EXIST. PAD ����ij�ja� n 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF aJ\f r' 1�7 85 ° I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD FL 173 128 . 1 BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT FL PROPERTIES. 1 r 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. EROSION CONTROL NOTES1267.6pA D .� 1297± � � -� == �-" -' �.,�....----� EXISTING ���: --- _-- h .-- � 2•/ G 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 1. IN CASE OF EMERGENCY CALL MR. CHUCK & KATHY WASHINGTON " ,- ��� � SLOPE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE WORK: 909 -699-5706 '��',�` _�.µ -~ 0 00 �~- M MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT HOME: ___Yt90"00 � mM�� µ�� . __ ADJOINING PROPERTIES DURING GRADING OPERATIONS. EXISTING EXIST. PAD 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ,, -pw2:1 SLOPE, BE MAINTANED `` ---- A�- - _�._. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY G , / MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT _ ��� QE ~ , -�" """ - �y TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF �`��Seo�"` �, - � `� 14 DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30 IN TEMPORARY DEVICES WHEN RAIN IS IMMINENT. �•� '=- EXISTING AIN `��� VERTICAL HEIGHT. Q - -�.-- TERRACE DR 2' /� 3. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL �.�-M -, R" 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF PROPOSED OF THE ENGINEERING DEPARTMENT. -- ��, V `� ,5�, BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, BUILDING WALL--� / 4. ,. 9 THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF �, 4. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT ,� �, 15 1�q.'9 `��o• AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, /,�� THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY ,. 09� ca FORECAST EXCEEDS 40%. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. /w� .- 1.99 5. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM _��. _ ���-r 19 ��� op19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 1.0 / CHECK BERMS AND DESILTING BASINS, AND THE BASINS PUMPED DRY. �..-�'`� .�- ,�'=� .1g 11 ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. - --�"" 1.00 N�Z SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, 6. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY PROP. SWALE FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. CA SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION SEE DETAIL A ,,.: THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON 7. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY .. - CENTER; COMBINATIONS 15' ON CENTERS. SLOPES OVER 4 IN VERTICAL PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE p0 HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 1�' PREVENTION DEVICES PER U.P.C., CHAPTER 10.R. H 16 ��� SECTION B-B 8. SANDBAG LAYOUT SHALL BE INSTALLED ASS SHOWN PER PLAN OR AS �� 20. FINISH GRADE SHALL, BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT TO SCALE DIRECTED BY THE CITY INSPECTOR. NOT LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. � 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL GRAPHIC SCALE BE PERMITTED. 40 � 0 20 40 80 120 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD 0 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CONSTRUCTION NOTES: ��° � 23. APPROVAL OF THESE PLANS BY THE CITY 0R ITS AGENTS DOES NOT 2 BAGS HIGH SANDBAG E ( IN FEET ) RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR 1. INSTALL 2 SANDBAGS PER DETAIL THIS SHEET. 1 inch = 40 ft. THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LEGEND: 24. SOURCE OF TQPO-ROUGH GRADING PLANS BY ROBERT BEIN, WILLIAM FROST, & SECTION E -' ELEVATION TB TOP OF BERM RW 60 RW ASSOCIATES (RBF) DATED OCTOBER 4, 1989 TRACT NO. 21820. NOT TO SCALE NOT TO SCALE FS FINISH SURFACE 10" 40' 10' FL FLOW LINE 12 18 18 12' SEPTIC SYSTEM DESIGN: F.F. FINISH FLOOR 10-1 91TF O VO.Q993•- 31205 kiQN WEA 3T• G.F. GARAGE FINISH � 1 3 BEDROOM HOUSE �► LF LINEAL FEET EXISTING STI NG A.C. PAVEMENT 1,500 GAL. SEPTIC TANK HP HIGH POINT SEPAGE PIT RATE 1.15/GAL./SF/DAY FG FINISH GRADE 2 Q� 2.47 PRIVATE ENGINEER'S NOTICE TO THE CONTRACTORP. PVC POLYVINYL CHLORIDE ENGINEER =3 PITS ® 40 DEEP (5" DIA.). PLUS 6. W SEEPAGE PIT p�opo° °�o�Do °°aop° oOpoaO EXIST. 6" AC DIKE REPRESENTATIVE: 100 EXPANSION EXIST. 6 Ac DIKE APPLICANT OWNER. aVVVVV%rW4W%0W%VV ,.� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR MARKHAM & ASSOCIATES z Dial Toll FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF ��, TEMP. SEEPAGE PIT CHUCK AND KATHY WASHINGTON 41750 WINCHESTER ROAD Ca AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO ESTIMATED EARTHWORK: 1 -800 -227 -2600 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE Q SEWER JUNCTION BOX 29605 SOLANA WAY APT. 14 SUITE N CU ° CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO TEM ECU LA, CA 92591 TEM ECU LA, CA 92590 SPOILAGE 15 C.Y. AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES /,� PTIC TANK nHWEA STREET TEL: (909) 296-3466 /,�� 1,500 GAL. SE FORE YOU DIG NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION „�,/ TEL: (909} 699-5706 BE NOT TO SCALE FAX. (909) 296-3476 • © OF AND ANY DAMAGE TO THESE LINES 0R STRUCTURES. �•�- SEWER TIGHT LINE P R T: LD 00-178 GR UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEAL: , CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK p E�s� Designed By Drawn By Checked By w ULA S CALE � �� �» j �� ����� DEPARTMENT OF PUBLIC WORKS Recommended By �� Date. D• ABB ABB JJ j Contractor Horizontal -- oY T Horizon These Plans Were Prepared Under The Supervision Of. �.� PRECISE GRADING PLAN No. C 037233 s-- �p �� v~ �'QR Inspector PG - 1 AS SHOWN � Accepted By- Date: • • ABOVE �r P SEE ExP. g/3o/o0 - C! / OO TRACT �.8 0 i Date RONALD J. PARKS, R.C.E. Vertical ���. ,�� a�::ti��.�..,�:•. s CHAR D. LTYSIAK DEPUTY DIRECTOR OF PUBLIC WORKS �_:w:._...... w Date Com lend 'q c � P d . a IVI � �'�' 1S p PRECISE GRADI _\IG PLA -\ F OR TRACT 21820 SIV -0R.C.E. No. 19'744 Expires: 09-30-01 r�rp1989 Sheet 1 of 1 N/A R.C.E. No. 03'7233 Expires: OB-30 4 R P • A.P.N. 919--440-•003 E: f