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HomeMy WebLinkAboutLot 30-33 - Precise Grading f GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 199$ CALIFORNIA BUILDING Tract No ■ R ROS CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. 24136 1 ■ doing 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise P ....�. R SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM odels OF 2' FROM THE TOP OF CUT OR FILL SLOPES. y 3. MAXIMUM CUT � FILL SLOPES = 2: 1 . c)ts 30�33 IA RAM • 4. PROVIDE 5' WIDE BY, 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ■ ■ VAUDA FILL SLOPES OVER 5 HIGH. In C1 y of t Teec � a-- e o a- i orni 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT g I Y SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 5 ROAD PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND \ �, ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 oo GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC z+ 7° ;?' .,ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE �` �' � 7R' 24131 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE � �3 4� ame `� HIGH POINT HP ,� --, �; - . �+ ROND 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG \ � a TOP OF CUT SLOPES. _�..___-_ . __ _ : '\, . � - _ ... . �� y► + `\ FINISHED GRADE FG u.� �� I rT- wr �, -� 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN \t ` \ �J \ �� - -_ AYmwy. 79 ONE FOOT. o • + s\• ,, 70 T w` Cq�I FINISHED SURFACE FS - + ,� _; / £ A _: w= _ b �, _ - - _ � \ ` �� � ` � o� , � TO SAN DIEGO 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ~- __ "�--._ -� -- � f �o ` w - PROJECT S I TE THE PRELIMINARY SOILS INVESTIGATION BY: G�yv�Qb� GarJ•�ta ' + t�t .wt�»" GARAGE FLOOR GF 0000.0 �\ w s� ,� �,7! �' _�.___. ._ _�_- -s _ \ cn ` �"r� [�"ol�:� 0,'1 Il" b �____ �,�� ', T� - >� y► M� ;l� s � _�' tom+ s TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 .•. -'`� O � :; ,- �► �' y_ �'` �, ,� + �• i - VICINITY ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMAP MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 00 -~' �' _ � M f \ " "D '- -- -� dj � ANC WITH THE R 00 0 1 :�,• +,\ a _� r - E�3RT �, M NOT TO SCALE E I E ECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. WATER SERVICE W 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCEZ ! REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE S / TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ti \ �' w EACH LOT. DRIVEWAY ® 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 I N VERTICAL HEIGHT AND FILL � � �'' '' �� s � ��/U, , � \ � � � l_.�__ _--1---_-�-- -�--••� ,.y� , --- 'r ,� __ ; SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE _ �, h► , ,, BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE �,� �' �► � � FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT � LOT NUMBER b HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 2 + `\ �� '� r \ __ C \\ + �. \\\ , __ ,� "_.� �� PAD ELEV. --0. MIN. UNIT TYPE ELEVATION \ZA , �� �'r �► � �- _-- k _ 1 A 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS / / \ �% ,+ \c"� - - A=�y "~ N BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS Q INVERT ELEVATION IE + \ lb MATERIAL. �' ` C " 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN BACKWATER VALVES BW - MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. s \`\\\ '* \ ,+ PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF sip / �� ! ' fi / \ _- ---" A --- - I W�Tt• FILL MATERIAL. '�/ ,• w ,. ,+ 1 B C C s _. �, B 5 14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF �► f -� // , MIN MIN MIN MI PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL ' I SHOULD BE PROVIDED TO PREVENT PONDING T --- ,b. '-'C •r 1 I I WA ER AND DAMAGE TO �' w ,% b3 I PAD PAD o ADJACENT PROPERTIES. ., a FF z z FF 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVEDZ ''��' I BY THE DIRECTOR OF PUBLIC WORKS. ` a ,� / ,� 16 x 16 -- �� I MIN. MIN. I 16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT T JEC SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM COND I T I ONS. PROTECTIVE �' -/�/ �► �' " sc� '�� '� I ? z MEASURES AN TEMPORARY R \ �- / I � •e D E Y D A I NAGE PROVISIONS MUST BE USED TO ( , � �+ � �-, / � o,� � o PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. `__ � �► `."1'� �� pox tox `v m � � yak 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) > \ i a SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT w � %" .k• R W o AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. �� \ �� ', �� i �" o 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING � ' Q . TYPICAL SIDE YARD DRAINAGE a n PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED THE ELEVA- \;w /✓''fes �',� o TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- \`� --- �,�� /�� DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE �\ CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. o TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED,THE ACTUAL �� o DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. m s 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE \ } :yam / 0 PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES \ °� w• / OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS .- �` " 5 MIN. 5 MIN. x 6 MIN. 6 MIN. TREES 20 ON CENTER; COMBINATIONS, 3' MIN. 1 ' 1 ' 3' MIN. SHALL BE PLANTED AT 10 ON CENTERS; ' 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT MUDSILL \ MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER SCALE: 1 " = 250 ' 10.R. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOTS INCLUDED LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 12" MIN. 12" MIN. a 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 40' 2% MIN. 2: 1 MAX, 6" TYP. 2% MIN. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 40. 40 12" MIN. ABOVE PAD ELEV. 21% MAX. MIN. 21°� MAX. cy 23. THE OVAL APPLICANT HAND HIS SE "ENGINEER FROM THE Y THE CITY OR ITS AGENTS RESPONSIBILITY DOES FORNOT THELCORE ROUND OFF TOP SECTION B- B, RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED _ 3 5' 3 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. c co 2 R a o 0 5' MIN. P/L 3' MIN. 1 ' SECTION A- A MUDSILL MIN. 6" MIN. w TYPICAL FOOTPRINT 0 F_ 0 FTHAN OR E5R IN RVERTICAL HE I GHSLOPES TR r SCALE: 1 " = 40' to 12" MIN. UNDERGROUND SERVICE BENCH MARK S U R F P 2: 1 MAX. w O PLANNING . of■ION . CONSTRUCTION 0 CE OTO POGRAPHY WNER EVELOPER BASIS QFHARING- NOTE 2% MIN.ALERT COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 „ „ , „, 6" MIN. _ ►� RBF CONSULTING WOODS I DE HOMES � 2 1/2 BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. a FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 27555 YNEZ ROAD, SUITE 400 23121 ANTONIO PARKWAY CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. CA.�"' Ta"'I" ■ ■ ■ �A, �A�4M I N TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 120 23432 F I LED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL S ECTION C F3 1-800-422-4133 CONSULTING 9W.ffM.9W . FAX 909.676.7240 • www.RW.cvm (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 RANCHO SANTA MARGARITA, CA. 92688 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE Sac P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE : 3-24-99 FIELD SURVEY DATA (949)858-4980 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. LDO l-1 48GR Z a CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE QRS F S s j�H DESIGNED BY DRAWN BY CHECKED BY Drawing No. o C. MCDAN I EL C. MCDAN I EL M. TYLMAN RECOMMENDED BY: DATE: �� 7 o/ CITY OF TDEPARTMENT of PUBLIC WORKS 0 A.HORIZONTAL Q; jr r Contractor �``' w� `�� a> Plans Prepared der The Supervision Of o 1" = 20' W ' No.43090 ACCEPTED BY: DATE: 111-71,01 _ CAM I NO CAL I AR I _o Inspector Exp. 3/31/04 Date: ` DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 41 -1 0 MI AEL A. TY A RONALD J. PARKS s � � i VERTICAL Jf' C J��\. ��� I St t f C if Date Comp I e t e d 1F FoR.C.E. 430 3-31-04 -=-==- N/A of ��1 No. Expires R.C.E. No. 19744 Exp i res 9-30-05 r''f ' PRE(;I SE GRADING PLAN MODEL Fri01uES a / SHEET 1 OF 2 5 l 671 - 1 e7 2. 17 ' -- / 1 3 1 _ / 1 l 66 l rS S 49. 10 49. 10, 1 •S / � - FSS eQ•d7 •002 S 9S.7 7 _ / 6 6 4 •40 6'1 l � � ��0 ? F •S N •7 � 6 • 68.4 / �S• 1166 / G - QD.07 - $ 53. i / g � 83 65 6 • 1 / � 67•S 5 �. o 0 2 - �r $ 59 70.1 w - .00, !vz�; S 6S•7 - 4.00 S v .0 ^ -54 FG•s z F5 "� PE r 116 ti �•0 I •2 1167 o N I �•4 'k FG S o R o /? o 1 FSS •41 / J 4 Cb �•35 / "� N (tea eB•S I 2 s 11168.5 65, e7. 1 1.3 168.0 0; _ 57 12. S•71 0 GC1' G7•s IIS •4 / FF' 1169 1 I 34 r. I 0 I e4 re -1767.2 N / 0 / E 1168.6 .3 PE 1 �1 •SD�/ h o B7• MP S/w - -� e7 / G 169. 1 j ,� .e px 6 F$ � FG % •41 � r`~ •e � 20' 53 es.71 g 5 0 =116 / F�•0 72 FG FS � / 75 ^(0 - .9 67.5 / 35► _ ft V65s lir 17, FL BQ.e I se. 0 2O' , , N ~ N �C SF5. 2 •� - FG �11 8Fg crc � 20 10• / 6% N - o 4 S l i -- �n �1 r 8 66• °' •00 2X 16.67 S •75 co Fg 95 - I cy (/j '��' / 67.Ij Go v, S / ^ k. 46.42' e, w N 17. 17' ao _ NIRK f-- wA co70S - --- �, •' r� •'� — — 'Z' f �— — ---- 1� f - 1168 � � i �•�G - .___ ___... .__._,_..__._____.__.__. -- E a pE3 S ' 1168.3 I r O / r co I cV O O C7 o a II 0 r J W (V!f O PARK I NQ Lgj----.QMIE=T I QN NQTES It QUANT I T I r I QD ITEM QUANT I TY N UMERGROUM SERME © 10LAN N I N o ■ DE■i o N ■ c a N•TR u CTI o N I. CONSTRUCT 3" A.C. OVER NATIVE AC- 49.3 TONS 2686 S.F. _ ALERT Q 20 0 20 40 60 1. CONSTRUCT CONC. SIDEWALK (WIDTH PER PLAN) PER CITY OF TEMECULA STD 401 MODIFIED 572 S.F. o CALL. TOLL F"WE ■ ■ ■ 27'56!5 YNEZ ROAD,SWE 400 Q 1-800-422-4133 TEMEcu",CALIFOFiNNA 92991 4679 111111111 m CONSULTING W9.676.8W . FAX 909.676.7240 - www.RW.0 m GRAPHIC SCALE TWO WORKING DAYS BEFORE YOU DIG LDO 1-148GR Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHr1ARKDESIGNED BY DRAWN BY CHECKED BY a SC QRp E S S f p�,�` C. MCDAN I EL C. MCDAN I E M. TY MAN RECOMMENDED BY: DATE: 1114>7140J CITY F TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.A. o An Contractor HORIZONTAL .� f�� = f PI ans Pr are der The Supervision Of 1117101 � 7 D/ o 1" = 20' w No.43090 ACCEPTED BY: DATE: _ CAM I NO CAL I AR I Inspector °� Exp. 3/31/04 Date. DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 41 fir"`1 LO r MICHAEL A. T AN RONALD J. PARKS � 2 3 a VERTICAL sf' c�v l�- ���! _-_______ _ LOTS 30--33 Q Date Completed lF v� `lE� R.C.E. No. 43 0 Expires 3-31-•04 R.C.E. No. 19744 Expires 9-30-05 � � - � N A c '�f 1 PRECISE GRADING PLAN FSS SHEET of a / � 2 2