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HomeMy WebLinkAboutLot 61-72 Precise Grading • r GENERAL NOTES 1. ,"A� GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70. AS PRECISE GRADING PLAN AENDED BY ORDINANCE 457. 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �I 33. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT 45pSITETRACTN23173O . DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 4, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. H PKWY. COUNTY OF RIVERSIDE , CALIFORNIA 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED Q VAIL RANO OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. •Q 6. MAXIMUM CUT AND FILL SLOPE = 2: 1. 97. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) • • • 926 � 170 - 005 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPT. FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. �S 8. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. K 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. 10. MIN. BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OR FILL IS LESS THAN 10', 27o IF CUT OR FILL IS MORE THAN 10'. DRAINAGE SWALES SHALL BE A MIN. VICINITY MAP OF 0.2' DEEP AND BE CONSTRUCTED A MIN. OF 2' FROM THE TOP OF CUT OR FILL SLOPES. N. T.S. 11. NO OBSTRUCTION OF OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. VAIL RANCH PARKWAY 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, . ..... -"-- ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERA TIONS. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 112" PER FOOT FOR A MINIMUM OF 3 FEET. 000 12" MIN. ABOVE PAD ELEV. 14. CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT AND FILL SLOPES -� EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS _.� 8 g 10 11 12 OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 713 ._, ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION. 6 ROUND OFF TDP -• 14 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE ' 5 `. P/L PLANT(OR EQUAL)GROUND COVER AT 12" ON CENTERS. SLOPES EXCEEDING 15' IN VERTICAL 4 _ 1 ` S HEI G TH SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER -� R 6 OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF SRUBS AND TRESS NOT TO 3 - - , ---' -� 17 EXCEED 15 IN ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4 �, �- IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN IRRIGATION SYSTEM. \ x' 73 72 18 SLOPES EQUAL TO QR LESS THAN 4 , MA Y BE IRRIGA TED BY HOSE BIB LOCA TED A T THE TOP 75 74 OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN /' -�► 61 �� �, SEC TION A " " A LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW FOR REAR YARD SLOPES GREA TER DEVISE PER U.B.C., CHAPTER 10. �► 71 60 19 Ti'-lAN 5' IN VERTICAL HEIGHT 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE • � 76 62 ` PRELIMINARY SOILS INVESTIGATION BY G.E.E, INC. DATED P TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 44 80 70 5 MIN. /L 5 MIN. „ ..�, 20 6 MIN. 6 MIN. BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 6 3 5 9 3' MIN. 1, 10 3' MIN. RECOMMENDATIONS AND CER TI FICA TION THAT GRADING HAS BEEN DONE IN CONFORMANCE 43 / MUDSILL MIN. MIN. MUDS/LL WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 69 � - 79 77 �, 21 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE 4 / _ CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT. \ �/ 6 58 ' PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO 45 78 22 PLACEMENT OF FILL MATERIAL. 65 12 MIN. 12' MIN. 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS 68 57 / 3 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND 42 11A6 1 2 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 4 7 6� 66 / 21Z MAX. 21% MAX. 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ON FOOT. 41 `, 48 56 SEC TION ,_B B 20. A SUITABLE QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE RI V. CO. BUILDING & / J.- SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN 49 / ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE 40 So 55 24 - BUILDING PERMIT. CER TIFICA TION SHALL BE TO LINE, GRADE ELEVATION AND LOCATION 51 C / P ,,. -'V�. � 5' MIN. IL OF CUT/FILL SLOPES. 39 52 3' MIN. 1, 21. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF BUILDING PAD A / ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN 38 53 25 MUDSILL MIN. SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND- 37 ROUND-37 54 6 MIN. �y-� SURFACE IS REQUIRED,' THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL '9�1'/�,J' BE GI VEN. �a 36 Ny 26 35 22. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING 34 -�� AND SAFETY DEPT. WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING 27 - / 12 MIN. IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS 33 2. 1 MAX. .. .. / ENGINEERED GRADING . 2% MIN. CIO) 32 23. THE CONTRACTOR SHALL NOTIFY THE BUILDING & SAFETY DEPT. AT LEAST 24 HOURS 31 28 21Z MAX. IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS • `�I 3O SEC' TION C ._._. �' INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR At0EACH LOT. 0 29 24, CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE YOU DIG HIGH POINT AT 1-800-422-4138. .� PAD ELEV. --0. MIN. ' ,q .,� ENGINEER'S NOTE. . � A N LEGEND N J 110, TYP. to' TYP. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY (EXCEPT (EXCEPT FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. WERE T.C. TOP OF CURB 5 ERE B 5 5 B WHERE C 5 C MIN D MIN MSN NER Ml INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL N G.B. GRADE BREAK 0� ) ) APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE F.L. FLOW LINE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS INDEX MAP FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE F.S. FINISH SURFACEi z z OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE -" E.P. EDGE OF PAVEMENT S A E. � " � � ��' k OF THE OWNER OR THE ENGINEER. C L .. FF=11 .2 FINISH FLOOR ELEV. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN PAD=1 147.4 PAD ELEVATION ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. Z THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT 54 LOT NUMBER •- •- z THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY. DAMAGE TO 2:1 Y EXIST. 2:1 SLOPE (UNLESS OTHERWISE NOTED) ROF THESE LINES OR STRUCTURES. 4. ' 40.00' p . TAI SAILS ENGINEER ,� e� ` BENCHMARK DESCRIPTIONos �, TYP. SIDE YARD DRAINAGE DE L �, CA G.E.E. ELEVA TION: 1230.562 DATE: 9--13--820 O 9 C/VI1. r i 27447 ENTERPRICE CIRCLE WEST . �. RIVERSIDE COUNTY DESIGNATION: T-27-81 STAMPED ON 2 & 1/2" BRASS 0�'CAI.�F�' TEMECULA, CA. 92590 �� <- M °� D o� �°o� DISK IN CONCRETE CYLINDER. FROM THE INTERSECTION OF FRONT STREET (909) 676-7000 T ''.� ^ Sao apt AND RANCHO CALIFORNIA ROAD, 3.4 MILES NORTH ON RANCHO CALIFORNIAa.� erg` $` � loop ; ROAD, 44 FEET NORTHWEST OF CENTERLINE ON RANCHO CALIFORNIA ROAD, q,6��,�0�, c 3 FEET SOUTH OF A 4 FOOT, TWO BOARD RAIL FENCE, 2 FEET WEST OF �,� �� ®oc .ons PP #1751190E. SET A FIBERGLASS WITNESS POLE 1 FOOT NORTHWEST OF PLAN NO. 10 PLAN NO. 11 PLAN NO. 12 • 01 -Nov ,SAN -- 6 1997 MONUMENT. NL Ymc ` 1ons C`� Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: PROFESS/pN PREPARED SCALE '}; �� �o . , COUNTY OF RIVERSIDE �_ ��Q F ♦ 1 R£G/ST£R£ CML £MC/NEER/NG N0. *8060 Harronto/ " _OF Call: TOLL FREE RICHARD L. VALDEZ =: CON TINEN TAL HOMES TRACT NO. 2 1 -800 12636 HIGH BLUFF DR., SUITE 300 No. 48060 AS SHOWN -P 3 SAN DIEGO, CA. 92130 * Exp 12--31 99 * APPROVED B . Vertico/ ._____._SHEETS (Y) 422--4133 �:rITA�Ts PRECISE GRADING PLAN • (619)793-258D CiwL R/V£RS/0£ CO.,CIDCALA�: FGYP TR/INSPICN�TAT/D/V DEPT. r 'rl �Q' 27447 £NY'ERPR/SE CRCL E WEST �YJ elf Cay�F DATE: N/A MICCvu, CAL IfORA41 92590 TITLE SHEET TWO WORKING DAYS BEFORE YOU DIG M. (909) 676--7000 _.. l 74 .es' � . 76 56 s 73 12 __...... 105.00 124,35' • car N 26 8 S8 S99 7.1� 60.92 Jp- 0 69 70 9 NP °° .--LI 1 56.5349 25• , � N w 67 ��' �, � 0' � `•°� A27.1° ° � pAa� o N 26.0 HP �- 36 Q �, 2 4.0 o Q, p AD 26.70 O .---" O o ) 37.33 FFA 2 -77 a v FF�27 37 O. aD Q 25.'40 cr " 24.00 0, QQ P6 10�� C� ...- - 24.4 FL '• - _ .- PAD=26.30 - 105' • G�. 6.1 F �°.' FF=26.97 0� o 00 �p 2 7.2 7 4 a 25.4 F-L , 10:0 � �N 1 92s 87 1 A R 7►2 z, CIO �• c� r-j ..... ry � � iV p�* � 50 o -n a o 4 N (� ��� ag deo ;y �`' 25• c� � _' 11 0 00 . .4 7 � -'0 23•�3 � ,r -'' �� I _.a �� "'..�-•00, N '� 4.64 �� N 25.3 L 26 �'' 0 0 0.00 "� 1 71 N _, ry ag -� 13 0 2 P ' O d `�CI) •00� 6.9 H �. 8��9 24.8 FS SSS• 6 ao g1 67•�.� 2 _ _- .,. �� 6 4' a 4' , c� o � _� 22 0 2 4 F � 24.5 FS 5g 9 2 $ f 5 0 ( 0.87 62.4 i 2 25. i F5 3 .._.... ----- Z -v S �? ,. . -�` . 122.20• _ -- ------ - •O v 105.00 -- •- FL �, �, o .._. ..__ __�� ....• _ ,,,..- -„ 26. 15 �0 2 3.6 3 FS �� � ���, �,�,, N� \ �-. 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F -' r 26.17 rn ---..--_ _ ---,�� y tv (n A 2 o w o 37 33 F�� ��jr 1, .39 PAD=26.30 - FF_ PAD- Ulu NP Lp a, n v 0 -'A -- FF=26.97 --25.90 1 $ Q, Q 24.0 •© > > PAD=26. ,70 0 FF=26.57 - 24' 5 '` r �.�3 1 o FF=27.37 11 B 12AR � ► 3- N n o `� 10AR 5 2 NP �_ 4 9) 60 00 Nan rU 35.00 `'� � Y 105.00 .00� �sC4 ,� 0 26.0 F ___- J : � _.--- 9 yp j4* ria a w �� 2s.o H -- 5► 14.6% • cr Cn - $ C.•4 21.3 7 1-4 1 r 00 v` a �' o 0 25.6 HP w 62 . ---_ .► 6.16 _ ,�.._- `� '�--- 53 -n � oa 26-4:±t _ --�--_ 90 72.45 .45 -7, -o " � 67► ; ao 0, � o Now -�+ 59.14 c,r g '-, _._..• 6 �' 2 9 5' •---'1 � � 1� � 2 4.0 1'"Tl o o •� g�.4s• � �Q 72.41 ' 1 1.36 -' � - _ 16 �� � -�, � 2 _- s .a °D o 0, o 0 6' 57.2 70.00' ,� �P N 34.4 HP - ,$ ii C3� a� o Cr 2 3.0 57.26 - 5. rn a? % 1 v U1 3 2 a _• o 34.43 70 04 P 70.00 - 5 W o -Sr'' o 0 0 5 rn �! PAD=34.60 PAD=33.24 .� 10.5% w •, �' � C� F - `' 105.0 HP 5 FF=35.27 FF` 33.87 cs 3 46' D " -- 1 10 0 �jei 3y r A- w -� Tr -o HP PA D=3 7.40 PADS 00 0 12 A R V 1 OC 31 6 "�-- `s' o'° S `'� �O ii 7' FF=38.07 FF 36.6 7 w N �, 9�.-1 -r=w%` 09 , •� ,��' ' �, �, 3.6 40.44 38.80 ----- `° 11 C 15. w F ��. __ _wr 7 F=41.07 PAD 1 AR N �. � --- � 4 F .._._.__ - ---� CTS ' _ 2 00' v v o w a� F 1 FF=39.47 27 39► 0• �`�S �� 7.8 F `. c,� � - _, rn LO Q, -* 1� 2 v N 11 g ,�6, 34.60 '�' 33.37 `'' v 10.6 • �.I o o 3 d 15 06 tai` 7 0 36.17 g ry --� 1 9 N r:� "�h 2?_.30 c, c, N v 19 'S 3 7.5 1.9.9 ry OL 4 `�,� F� 8. 1 �v ry -� Q, ... 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IS 8" &LOW FF. v F- C5• (LOT 5.9 ONI.Y ����� �1 8 �s7 � 41 9. 2 . 2' ._ 0, - .6 8► .47 � 41 F 'n 6. 8 37 - 5 3 7.9 7 '�L �� 6 "� 1.6 .,� __ _.... �� �j O F 40. 17 9 27 23 65 1 _ 42:25 '9 VL co 6' 2 .40 � 0 .--- - PAD=33.20 PAD--32-00_ _., � �'� P 58' cN •� rn PAD=_ PAD=34.30 .87 =32.67 6 ,� 1 Ao; FF=34.97 FF33 FF pAR - °' FFA 35:9 7 63 f-F1 42., 0 �°AQ412p 1 .54' 5 �' �' \. r 4`3 17 F-F -41 g7 Pq PAD=37.80 `'' 108 12b ��C �� s� ',►' '' D=40.00 47 •.� -,, � �,, s�, �" a PAD=39. 10 FFA 38 , �g Ff 40.67 _ ( t� 2 9 '� 1 FF=39. 77 1 1 A R 12B � �� �. \%aItan; "p" a 0) 28 _ ,s, 0 21 2 u23 22 (3) P' s".! C3 27 co LO2 > 24e4 a�� 00 j\1 12 , 25 L6 Lnppl0 _$1 ._ _ r / • �L , ' a ®�P I.- GRAPH - GkAHSCALE �• o Wto��� ©n: TRA C T ' 3 o ,s as eo to u7 om® • s�' o * * co 0 M - 45.00' 79.62' 67.01' 79.08' 75.81 ' 68.07' '� 66.7 JAN �'6 1997 ( IN FEET ) �p�0 5 56.24 56.24 56.24 48.55 I inch w 30 ft. o N 33 36' 00" E N 33 36 00 E Underground Service Alert owNER REVISIONSSEAL: COUNTY SEALpAO�E SSia,I, PREPARED SCALE �` �- O _ 1 REV. LOT 18 & 59 BLDG. L OCA TION. 10 12 96 �w �, COON / Y OF R1 VERSID� •'" `:`�;, REV. LOT 19 & 29 BLDG. L OCA T/ON. 10 15 96 y REGISTERED CML EMCIN££RING ND. 48060 , Horizontal --- Call: - 2 - r . REQ Lor so ro 1oc. 11 21 96 m ► TRACT NC). 231733126.36' HIGH BL UFF DR., SUITE 300 �` No• 48080 1 8oa �- A ;: y SAN DIEGO, CA. 921.30 * Ex _��--3,_g9 � APPRDI/ED BY.• Tmns-�8di�c 3 7 t 422---4133 p �619J 793-2580 cl�,� RNFRS/DE X, CALF r� rRANS�rAnow D£Pr. vertical = PRECISE GRADING PLAN . s��EErs ter:��t��T s ,, r , �►��' 27447 ENTERpR/sE C/RCL£ wEsr j� CDATE.' NIA r£M£Cl", CALIFORNIA 92590 THIO WKING DAYS BEFORE' YOU aIG ' M. (909) 676-701010 C:,EDW/N�Z3173--3jREV6I--72.DWG w 1. r n h , T � n -"m•� 4' .- r .'- r`......_...,. ......... .-_..,.,rn.-. ,.• .. ......., .•.. ... _ _ n - •--rte. - - - f T I R ..T„ ? ._f' T"' r +r 7 r r,.._ ..T .-.... m..... ,�.�_" -'.. _r..»,_..n....« ....,r..._. ..r..... ..r '_,^�r"' ---^'^--. 1 1 1 `"1 1 7 r lr" i C err � -r•-r 1 � r . � T �t ,^__ .��...,,.�. w� T I T r-"1"'" I C r � � I �' ► r 1 r 1 �- Tr 1 I T T, T � i 1` �' �l r � � TT -'T T � T T- 1"- I"T T >- I � I I '� � 1 1 I f1 r � '1r•' �� � T f 7 1 1