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HomeMy WebLinkAboutLot 18-33,162-175 Precise Grading ,, 5 . � fir:'; .. ., � . .. , ,;{' '7L• ,.... :),. +. . r'., i ., W • i GENERAL NOTES q ' PRECIS'E G RA'D`1 N G P LA N 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70. AS d AMENDED BY ORDINANCE 457. �►� 21 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO V�I`�• COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT PROJECT SITE DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. ' RIVERSIDE ., CALIFORNIA 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. AIL RANCH PKWY. _N'TYOF5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED COU OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 6. MAXIMUM CUT AND FILL SLOPE = 2: 1. 7 STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) r a. t SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPT. lopFOR CU AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 8. PROV1 E 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL ROUND OFF TOP SLOPE OVER 50 HIGH. 9. PROVIDE A BROW DITCH', DESIGNED TO HANDLE 100 •Yk'. Q STORM FLOWS, ALONG PA TOP OF CUT SLOPES. • / : 12" MIN. ABOVE PAD ELEV. 1O, MIN. BUILDING PAD AND DRAINAGE 5WA VICINITY LE SLOPE SHALL BE 1% IF CUT OR FILL IS LESS THAN MAP 100, 2% IF CUT OR FILL IS MORE THAN 10'. DRAINAGE SWALES SHALL BE A MIN. �•/ 65 _ OF 0.2' DEEP AND BE CONSTRUCTED A MIN. OF 2' FROM THE TOP OF CUT OR FILL SLOPES, N. T.S. � ��, ss 64 N , 5 w 11. NO OBSTRUCTION OF OF FLOOD PLAINS OR NATURAL NATER COURSES SHALL BE PERMITTED. 67 B3 62 1 a 2� MIN. 2. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY 60 59 58 57 DRAINAGE A PROVISIONS =v / �_ 56 GE MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING � 69 55 13. FINISHGRADI R�PERATIONS. 70 54 SECTION A "` A GRADE SHALL BE SLOPED AWAY 'FROM ALL EXTERIOR WALLS AT NOT LESS THAN FOR REAR YARD SLOPES GREATER 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. 14. CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT AND FILL SLOPES 71 53 178 41 40 THAN 5' IN VERTICAL HEIGHT EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS 52 72 't,J 4 39 38 [�0�� I T OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ' 51 37 36 3S 34 ' °' :�' ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION. 5 �_ ..r � �Y : orf:• 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE 74 44M PLANT OR EQUAL GROUND COVER AT 1 " �_ ' 4 155 4 ', ��' y s i�' ~' ( ) 2 ON CENTERS. SLOPES EXCEEDING 15 IN VERTICAL C L r "` HEIGTH SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER • 45 � 156 ,�...��_ ������t�' ,�r .;� � � • 48 OR SHRUBS NOT TO EXCEED 10' OR ACOMBINATION F 1 48 154 A T 3 '"' ' ' .,�'� 0 SRUBS AND TRESS NOT TO ' c/N /'"'1 1 '; �rM1^;;;' }f: ;y EXCEED 15 IN ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4 2 �V 47 15 157 158 159 f rr' '�•, f� ti IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN--GROUND IRRIGATION , . Q 160 181 ;r P ATION SYSTEM 4? , _ 5 MIN. A 5 MIN. s" MIN, SLOPES EQUAL TO OR LESS THAN 4', MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP •.1: h a 11'r � . s4 / ,5 fi �:� ,,� - E� No• 2 6" MIN. / 143 ;:� tis �J'• r! OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50 IN 3 S 3 3' MIN. 1' 1' 3' MIN. ' 85 151 142 f. f;' '�, E 13 r SWEET NO LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW • / 4 / 86 75 150 144 136 134 - : ,''# _' ; $� MUDSILL MIN. MIN. MUDSILL DEVISE PER U.B.C., CHAPTER 10. 76 14 t 5 145 x 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE / B7 77 149 137 133 ti. �� �{ fr e 6 PRELIMINARY SOILS INVESTIGATION BY IN g / 140 r G.E.E, C. DATED Bs 78 147 1 132 :�uY' r f - TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE o� / BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 7 148 1 � �: ,• = 139 138 ,y�"'� ri•', ���• 12 MIN. " 12' MIN. 89 B3 79 131 : ,��<� ;`Y,.:- �:, RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE $ / WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. f 9 90 82 81 _ "� LE _...� r .Jcu,�,, r; „ r. . ' }� 12 11 4% MIN. ® 3' 2: 1 MAX, ' �� 130 :,x: �fjy fi TYP. % MIN. 0 3 . 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE �YY•, ry v l ' 10 r1 108 -•1 � . ... �,. `�:�, "_ .;� V .� 91 �_ 142 103 104 10S t06 107 c� 129 ., r; 'rhe 13 21% MAX. 21! MAX. CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT. t0 _._ 101 ,z .'.> � :v1r.<. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO pR 93 1 109 : f... 9 SECTION Q p 11 92 99 1 = # ti, : , i. 14 �� B PLACEMENT OF FILL MATERIAL. G94 9 .:. 14 163 12 164 96 97 1S1 150 149 148 147 110 '� 127 h- �► . . ..':,; 17 16 15 o e r 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS 4 163 r"f' `�" ': ; 6 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND 47 ;;; 5 4 46 t62 161 153 152 t46 111 126 , ` ' '� 7 WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 49 13 160 156 155 154 ��.�. r, � 4 19. FINAL COMPACTION REPORT -'� 50 45 14 159 1g8 157 �r 145 112 _ C WILL BE REQUIRED FOR ALL FILLS GREATER THAN ON FOOT. Y �� �oC1 .,� 15 �` wA GAR 3 20. A SUITABLE QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE RIV. CO. BUILDING & 87 pR 44 16 -a _ FRfr_ 81 8 113 120 121 122 123 124 125 2 SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN � 88 P�p,C 43 17 �'�•.-„ � 144 1 116 117 118 119 42 18 �"'�`�" 79 114 1 5 ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE 89 51 41 19 20 26 B3 143 1 5 MIN. P/L BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE ELEVATION AND LOCATION 52 40 21 22 23 24 25 78 126 3' MIN. 1' OF CUT/FILL SLOPES. 90 J MUDSILL MIN. 21. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF BUILDING PAD 93 � 53 .�/+ � 39 38 27 77 142 128 127 _,.�-_ 54 q�C A -- 84 141 135 134 33 32 131 3© 129 _ ( 6" MIN. ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION WITH RESPECT TO MEAN 9t 94 55 -QR/ 37 28 ' \ 140 136 � I ( 92 56 `-- 36 35 34 33 32 31 30 29 76 B5 139 138 137 SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND 95 57 �.- e SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL 58 g �� r 86 RI 97 V � - _.�.-�- REGINA 0 ..;'. B E GIVEN. 98 � EN�iiy 60 6t '�'---_ �_--�� 74 `'-ter 12" MIN. 22. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING s, 99 �4 82 72 73 , 125 2: 1 MAX. AND SAFETY DEPT. WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING 1 "�qr 63 64 65 69 70 71 �.�, 124 2�G MIN. IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS 10 102 - 66 67 6® 123 ENGINEERED GRADING . 21% MAX. 103 -�, .�� 122 23. THE CONTRACTOR SHALL NOTIFY THE BUILDING & SAFETY DEPT. AT LEAST 24 HOURS -�' 120 121 SECTION C "' C IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS 104 "�-_ _�.r' , 118 119 INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 105 1 117 EACH LOT. 107 108 10 110 113 114 115 116 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE YOU DIG 1tt 1t2 AT 1-800--422-4138, LEGEND- HIGH PONT PAD ELEV. --0. MIN. T.C. TOP of CURB ENGINEER'S NOTE: SEWER LATERAL ....: _.. WATER LATERAL K A K `" CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY F:L. FLOW LINE FOR JOB SITE CONDITIONS DURING ' THE COURSE OF CONSTRUCTION OF THIS PROJECT. 10' TYP. 10' TYP. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL F.S. FINISH SURFACE . GF=1147.4 GARAGE FLOOR ELEV 5' (EXCEPT g 5, 5, B (EXCEPT C 5, C APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE INDEX MAP- WHERE WHERE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS MIN NOTED) MI IN NOTED) MIN FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE FFA 1 1 14.8 FINISH FLOOR ELEV. OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE PAD=1147.4 PAD ELEVATION SCALE: 1 -== Z00 OF THE OWNER OR THE ENGINEER. 10 LOT NUMBER z z z ? m THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN 2-. EXIST. 2:1 SLOPE UNLESS OTHERWISE NOTED) K -~ ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT - . ""` DEEPENED FOOTING ' THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN 47' 47' 43.3' ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO z THESE LINES OR STRUCTURES. .. FLOW LINE. 34.5' 31.83' w BENCHMARK DESCRIPTION- 36.33' 49.67' 55' 57' �w. ,�. .�: ,.� � .� �� ,� �- SOILS ENGINEERp�o��sSio F'�e��F� . o F RANO ELEVATION: 123D.5fi2 DATE. 9-13-82 , L b G.E.E. o $'ALL RIVERSIDE COUNTY DESIGNATION: T-27-$1 STAMPED ON 2 8c 1/2"' BRASS • ' DISK IN CONCRETE CYLINDER. FROM THE INTERSECTION OF FRONT STREET �� 27447 ENTERPRICE CIRCLE WEST �������� ��,�p` NOV "0.48060 TYPs SIDE YARd DRAINAGE DETAIL TEMECULA, CA. 92590 ���� �AND RANCHO CALIFORNIA ROAD, 3.4 _;ROAD 44 FEET NORTHWEST OF CENTERLINEiLN NR RA OH RANHO CALIFORNIA * � �� . is-3l-ss (909) 676-7000 '� �'� ` 1 - 1 0 NC O CALIFORNIA ROAD, 3 FEET SOUTH F A 4 FOOT, T CIVIL. �P M E U O O W A RAI �► NOT TO SCALE � �"`• ' :N� O 0 BOARD L FENCE, 2 FEET WEST OF q � �� ' PP #1751190E. SET A. FIBERGLASS WITNESS POLE 1 FOOT NORTHWEST OF PLAN 1 PLAN 2 PLAN 3 '�oFcAL,���' . ON U E T i - M M N T. Underground Service Alert OWNER REVISIONS 'SEAL: COUNTY10 SEAL: ?A I:ssl�� PREPARED SCALE COUNTYOF RIVERSIDE • L'' Cell: TOLL FREE " REGIST R%ED CML ENGINEERING NO. 48060 , VAN DAELE DEVELOPMENT' CORP. c RICHARD L VALDEZ , Horizontal TRACT NO. 23173m2 OF 1 -800 2900ADAMS STREET, SUITE C-25�;, No. �� AS SHOWN 422-41 33 RIVER'SDE, CALIF, 92504 ; * E,�• 12�-�t-99 � APPROVED BY: - T,�,, ..P�i LOTS 18 TO 33 & 162 TO 175. TRACT NO 23173 1 (909) 354--2121 fic CIVILerkicol 691=ILTANTS PRECISE GRADING PLAN ______SHEETS RNERSIbE CO..CD.. CALIF. FOR TRANSPORTATION DEPT. +. -- ,w 27447 ENTERPRISE CIRCLE WEST CI►L��C ` DATE: N/A TWO WORKING DAYS BEFORE YOU DIG TEMECULA, CALIFORNIA 92590 TITLE SHEET ' TEL. (909) 676-7000 80.52 80 46' PASEO PARK r.� 92.6 FL/HP `0 78.81 PAS EQ pAR K -�, FL/HP N d 92 � N 7 7.81 .N ` 92.9 F N 0 20' 40' 60' 8 I 90- 291 1 BAR SCALE: 1��=zo' � PAD- 92. 9 � s32 428 p A�- 9 2. 4 FFR= 93. 4 PA p� tip FF� 9 , PLAN .3CR �o• Q � a LAN 2C -- 74 ,��A 1 A P .9 N �� ''8 ti 9 - CO* P -91 .6 FF- 91.0 FL 91.6 FL 7 . 15' cA N 91.7 FL 92.2 FL ` - j 9 10 p. 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NO �Ltj'EPRI NT Underground Service Alert OWNER g REVISIONS SEAL: COUNTY SEAL: pAo� ss/oNq PREPARED B . o - �o SCALE F RIU RCOUNTYQ E S DECj' � Call: TOLL FREE �; �' REGISTERED CML ENGINEERING N0. 480603nmrow - ♦ 2 VAN DAELE DEVELOPMENT CORP. RICHARD L. VALDEZ Horizontol OF � -800 � N " ,. . 23173m2 2900 ADAMS STREET, SUITE C--25, ,�0�0 1 20 TRACT NO, a f 422--4133 RIVERSIDE, CALIF. 92504 Exp 12-31-99 APPROVED BY: v r � I Tx�ns--�acific 3 e t�a _SHEETS ce�sn�T�NT>e ' (9O9) 354--2121 RNERSIDE CO.. CALIF. FOR TRANSPORTATION DEPT. r`-`r-- sl CIVIL �� PRECISE GRADING PLAN 27447 ENTERPRISE CIRCLE WEST TWO WORKING DAYS BEFORE YOU DIG O CA`\FQt� DATE: N/A TEMECULA. CALIFORNIA 92590 TEL. (909) 676--7000 .� ,.. .. ... r '' a•, i � R � � � � � � � -. 12 ,+ ` PAD- 1 196. 7 13, PA6= 1196.2 _ 14 .......... PAD= 1195. 5 60.86, ,.. 4�! 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'� a 6 .04 4 •5 0.04 5 18.78' O.O4 ...w... ik 133 : 132115 '131 130 129 128 127 126 PAD=- 1202, 1 PAD= 1201. 8 PAD= 1201. 4 PAD= 1201. 7 PAD-12,02. 0, . M .fly 1202. 3_ .. w _,.. . _ �..pAD�- 1202. 7 w .� PAD- 1203. D ., ��, .��� �o-� o oQ�oFEss�o • a No.48060 ,' ' dLu �;,Qac �y�' 4 1St. rr "",.Nov * .1z-31-99 � � , ,�� 7 1997 C IL Vl �� �;vw C , Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: QROFEPREPARED B SCALE OE IVER IDE COUNTY3 CdA: TOLL FREE A c� RK;HARD L. VALQEZ Horizontal -._- .�. -_OF y REGIST RED CML ENGINEERING NO. 48060 VAN D ELE DEVELOPMENT CORP. W T TRACT NO. 23173ml � �a 2900 ADAMS STREET, SUITE C�-25, a � N0. 48MO ,� 1"=20' t yY��F RIVERSIDE, CALIF`. 92504 �, F„p tZ-3t-99 ,� APPROVED B"Y: . Trans-Pacific - 3 . 422- 413' .(909) 4-- 1 -_ 35 2 21 vertical 9818VLTANTS w _SHEETS sr CiVfL �`, RIVERSIDE CO., CALF. FOR TRANSPORTATION DEPT. PRECISE GRADING PLAN N/A 27447 ENTERPRISE CIRCLE WEST TWO WORKING DAYS BEFORE YOU DIG CA4�F DATE: TEMECULA. CALIFORNIA 92590 TEL. (909) 676-7000