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HomeMy WebLinkAboutLot 44-48,54-56,94-100,103-107,126-132 Precise Grading GENERAL NOTES Y 79 "IG HWAP RE CIS.Fil GRA DING P [,A N i. 1. All grading shall conform to the Uniform Building Code, Chapter 70, as �o 0 amended by Ordinance No. 457. x �� � ------- 2. All property corners shall be clear) delineated in the field prior to Q � P P Y Y p� TRA CT NO # 23173 4 commencement of any construction of any construction/grading. A� 3. During rough grading operations and prior to construction of permanent ,p drainage structures, temporary drainage control should be provided to 1�1 L prevent ponding water and damage to adjacent properties. 4. Dust shall be controlled by watering or other approved methods. 5. No fill shall be placed on existing ground until the ground has been RD. cleared of weeds, debris topsoil and other deleterious material. 9 � 6. Maximum cut and fill slope = '2:1. 0� PRKY. SITE 25 7. Stability calculations with factor of safety of at least one and five v I REDHAWK 26 24 tenth (1.5) shall be submitted by a Soils Engineer to the Building and 23 Safety Department for cut and fill slopes over 30' in vertical height. 27 22 L 8. Provide 5' wide by 1' high b6rm or equivalent along the top of all fill 21 slopes over 5' high. 28 20 9E SHEET 2 19 9. Provide a brow ditch, designed to handle 100yr Q Storm flows, along the OHO t8 top of cut slopes. N 30 113 31 17 10. Minimum building pad and dr4nage swale slope shall be = 1% if cut or fill 32 is less than 10', 2% if cut o4- fill is greater than 10'. Drainage swales 16 shall be a minimum of 0.2' Veep and be constructed a minimum of 2' from 114 39 38 33 PVP �O 15 the top of cut or fill slopes. 5 115 37 34 ��ti� 14 ti� 11. "No obstruction of flood plains,.or natural water courses shall be permitted:' SEE SHEET 4 �0 50 ti VICINITY MAP 116 4 40 35 �� 51 13 12. All existing drainage courses on the project site must continue to function, 117 Q especially during storm conditions. Protective measures and temporary N.T.S. 0 36 49 52 12 drainage provisions must be used to protect adjoining properties during 118 112 41 grading operations. 42 48 53 \P� 0 1 0 0 200 400 600 800 13. Finish grade shall be sloped away from all exterior walls at not less than 1 119 0 4� 111 47 54 �Q0� 10 1/2" per foot for a minimum of 3'. �F 43 46 58 9 14. Cut and fill slopes equal to or greater than 3' in vertical height shall be 120 110 SCALE : 1 "=2 0 0 ' planted with grass or ground cover to protect the slope from erosion and 45 55 ss 8 121 los 44 instability in accordance with Ordinance No. 457 prior to final grading inspection. 57 60 7 122 toe S SH ET 97 96 ss SEE SHEET 63 15. EROSION CONTROL: All slopetr required to be planted shall be provided 61 with rosea ice plant (or equal) ground cover at 12" on center. Slopes 123 107 98 95 62 � O o 5 0 exceeding 15' in vertical height shall be planted with approved trees 124 106 9 j, 94 63 GP 'P �'� spaced not to exceed 20' on center or shrubs not to exceed 10', or a Ir � combination or shrubs.-and trees not to exceed 15' in addition to a grass • G�P�yO 99 93 64 O 69 4 s_ mix or ground cover.'Slopes exceeding 4' in ,'vertical height shall be S MIN. 125 G 105 �'� G provided with an in-ground irrigation system. Slopes equal to or less 129 100 0 70 3 than 4', may be irrigated by hose bib located at the top or toe of the 126 'S 104 92 slope, spaced to make use of a hose no longer than 50' in length. The 3 MIN. 2 1x8 �o 127 lot 66 71 2 irrigation system shall be provided with an appropriate backflow device 130 103'.. GpPP 67 per U.P.C., Chapter 10. - 5' MIN. 102 91 65 66 72 1 13t 16. All grading shall be done in conformance with recommendations of the EE 90 S EET 6 preliminary soils investigation by Ranpac Soils Inc. dated August 3,1990. 2 3OM//V• 74 73 Two sets of the final compaction report shall be submitted to the Building 132 " �\Q-P 89 77 76 75 and Safety Department which shall include foundation design recommendations 133 88 79 78 and certification that grading has been done in conformance with the 87 80 RUBAN� %'" recommendations of the site investigation report. 20gMSN' 134 86 81 17. All grading shall be done under the supervision of a competent soils engineer who shall certify that all fill has been properly placed and who 135 85 82 shall submit a final compaction report for all fills over 1' deep. MSN 4�° ., EE SH E 7 83 18. Final compaction report will be required for all fills greater that 1'. ' 1 136 gcygA 84 ��� RETAINING WALL BACKFILL SCHEDULE 19. A suitable W 2:1 i G � qualified and registered professional shall submit to the , 137 WALL HT, 6" BLOCK 8" BLOCK "A" BAR "B" BAR "n" "L" "K" Building and Safety Department written certification of completion of 138 4"„ rough grading in accordance with the approved grading plan prior to 139 2'-0 2 -0 - #4 ® 32' - 2 1'-5" requesting inspection and issuance of the building permit. Certification shall include line, grade, elevation and location of cut/fill slopes. 140 3'--4" 3'- TYPICAL SIDEYARD SWALE 2 .8 - #4 ® 16 - 3 1'_9' - #4 ® 8" 3 2'--2" 4" 20. A suitably qualified and registered professional shall submit certification N.T.S. 141 4'--�0" 2'--0" 2'-0" 4 ® 32" #4 ® 16" 4 2'-6" 7" of building pad elevation. Where specific elevations are required, the _ _ elevation (with respect to mean sea level) shall be given. If an elevation 1 142 4'-5' 2'-8" 2'-0" #4 0 16" #4 0 8" 4 3'-0" 11" with respect to adjacent ground surface is required, the actual distance above the adjacent ground shall be given. 143 21. A suitably qualified and registered professional shall submit to the q Building and Safety Department written certification of completion of 144 cNn final grading in, accordance with the approved plans for all grading designated as engineered grading". REGINA 22. The contractor shall notify the District Building and Safety Department kA DRIVE GROUT ALL CELLS SOLID NOTES at least 24 hours in advance requesting finish lot grade and drainage inspection. This inspection must be approved prior to building permit 1. GROUT ALL CELLS SOLID. final inspectioR*Qr each lot. 2 2, ALL FOOTINGS SHALL BE POURED ON UNDISTURBED GROUND OR UNDISTURBED ENGINEERED COMPACTED FILL. 23. Contractor shalt 3. WALL SHALL BE LAID TRUE AND PLUMB. " otify Underground Service Alert, two days before you 4. PROVISIONS SHALL BE MADE FOR ADJOINING CONSTRUCTION. dig at 1-800 1-800-422-4133. INDEX M 5. ALL SPLICES SHALL BE 48 BAR DIAMETERS. 6. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE 1991 UNIFORM BUILDING CODE AND A.C.I. STANDARD N.T.S. \� 381- 89. 4T- 7. ALL BARS SHALL BE BENT COLD. #4 CONT. 8. CONTRACTOR SHALL VERIFY COMPATIBILITY OF DESIGN WITH EXISTING LEGEND CONDITIONS PRIOR TO PLACEMENT OF FOOTING STEEL. 2 Y 9. BACKFILL SHALL BE PER SOILS ENGINEER'S RECOMMENDATIONS. "A" BAR o 10. SUBDRAIN SHALL BE 12"X12" PER FOOT OF 3/4" AGGREGATE & OMIT HEAD WATERPROOF m JOINTS AT FIRST COURSE ABOVE GRADE. INDICATES FIRE HYDRANT 11, WATERPROOF BACK OF ALL THE RETAINING WALLS. BACKFILL: 90% COMPACTION 10 & PER SOILS ENG, INDICATES STREET LIGHT r FIREPLACE FIREPLACE FIREPLACE 2--#4 CONT. W/ �r A.C. L' A.C. FIREPLACE A.C. FIREPLACE li • a INDICATES CATCH BASIN , U q #2 TIE WIRE A.C. 2 , 45' w 45 "B" BAR 12"x 12" PER F7 O d 0.5' - 45 OF AGG. & OMIT wsep INDICATES ADDITIONAL GARAGE FLOOR STEP 40'-311 N /HEAD JOINTS ® n III- - - ,_,;.�::;�;:� FIRST COURSE �,. ABOVE GRADE 111 o A. A.C. 00 MIN =III=III=1 =III ;,�•,;4K ''�' x ,, 9, , ' Ll o. /� , 1) #4 ®1 6" 0.C. � • � • �.. � �tA ��� 7k� i q..50h' , � `a..����'��� �' ry 9 Y� .• 1 �"_ .,n�. # OF #4 CONT. 3" � ',� 'e$10�i ,t d,.; Sol 1P 6 8 v• L„ � " y, PLAN 3 PLAN 4 PLAN 5 PLAN 6 PLAN 7 PLAN 8 ► or44, 1321 S.F. 1554 S.F. 1687 S.F. 1659 S.F. 2095 S.F. 1955 S.F. >> ,� BENCH MARK SECTION A-A TYPICAL HOUSE DIMENSIONSELEVATION :1052-514 DATE 9--13-82 MAP DATE IDENTIFIER RETAINING WALL DETAIL RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 1/2 BRASS DISK IN CONCRETE DATE OF LATEST CHANGE TO THIS MAP SCALE 1"=30' N.T.S. CYLINDER. 3.4 MILES SOUTHEASTERN ON HWY. 79 FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. AT SOUTHWEST CORNER OF THE INTERSECTION ON HWY. 12/08/94 BY: P.H. 79 AND MARGARITA ROAD, 109' SOUTH OF THE STREET CENTERLINE OF HWY. 79. AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH AND DATE OF THIS PLOT 2' EAST OF NORTHEAST FENCE CORNER. SET FIBERGLASS WITNESS POST 1' SOUTH OF SPECIFIC PLAN NO. 223 MONUMENT. 12/08/94 REVISIONS �OQRpfESS/04, APPROVED BY AKEfIS d' MUSSEA CIVIL ENGINEERING 49 LAND SURVEYING COUNTY OF RIVERSIDE PLANS PREPARED UNDER THE SUPERVISION OF : ���.R� E'A,r�r���� P. 0. BOX 306 �Hs PERRIS, CA 92572 PH. (909)928-0719 C 2 1 3713 m TRACT NO. 23173--4 of . cc DEC 31, '3 � 7 ��q c,VIV `� SCALE BENCH MARK PRECISE GRADING PLAN SHEETS RIVERSIDE COUNTY, CALIFORNIA ' GARY L. AK�.l2S � �E►Qf F�Q� 1 =30 Dateto 43 son R.C.E. No. 237!3 CALF FOR ROAD COMMISSIONER SEE ABOVE FILE N0. DATE : DATE NOV. 1994 W.O. 1632-1 FOR' THE FORECAST GROUP F.B. :,,• ; i 0 15 30 60 90 120 SCALE : 1a=30 ' 4 Q Li SHEET 6$'� �., 34 w 36 CO 35 SEE QIP c' b q� b� o 1 �. 02� N - p 4 69. 1 N 0 b - 43 � - b MARACA - 3 1 �5 q J' 12 3p ��• . O3 6�_ e� bah, b��, GBbbA, o 69 y l pc;I��g )� ���G a o I 1�2 c�• �' 3 \ o a 6S 1269- �' a1 ,04' L=1 X87 L=5 .79' �' w \ o'.i rn} n rn T ry o t I r, 22 it ��, CORTE Op''�ti 1 1~ ��� � 4 -70'90 6 G $' GF _ by N �=6g•J 0 � GST GANSO 1 I P )7 ,c. A 6 F ` r F-70.60 GFF�69.90 �< b'\ o cp to p, I j• 1�, 71- 10 r r3h CD 1� ^�' G' '\2 G'rl,' C+. "] 44't '� 44 ��� ^ 4 0• $' o I f sR R a� N N z 17.40 - 70.6 _ 6a.3 , OD � Vt L6 2�% i t P17p 9 0 N FF= 71.10 as P= 69.9 ��p 'Op" _�. �� $��• 4. L= 6.20' tea. ►� ►� MIN. o �j 45 0�' , �; FF- 70.40 c FF L_ 37, 26.63 0^ I 21 ' 11 n a 107 I�Zh r -- - �� 1�Q �,z 3 •-, ' F o 28.39'j2 ry .� ' �' 2 G' , �'- ++ ti '1G'Q ' ru p - pv I w In 8 1% M 19 z 76.4 � �;� �� 1% M 46 P, cu cu- IB, D� s / % M I N. 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I I w 134 133 �� 101 �' $� `'I � 5 I t w 2 n 1 16. 18' e8 t V) SEE SHEET 7 SEE I t 93 SHEET *,1' 0,.7 COIN "tea l N 0%u MAP DATE IDENTIFIER s so0%%p rj,%S..7,- CC �- oKt ,, 90a p 00- DATE OF LATEST CHANGE TO THIS MAP %to90 ;00 11 / 13/94 BY: P H � �' Las DATE OF THIS PLOT p°$' - INDICATES ADDITIONAL GARAGE FLOOR STEP11 /07/94 10. REVISIONS VVIIpFESS APPROVED BY AKERS ig MUSSER PLANS PREPARED UNDER THE SUPERVISION OF : wRy �-ASF�`� 'CIVIL ENGINEERING 6 LAND SURVEYING COUNTY O rC RIVERSIDE y C' ` P. 0. BOX 3065 AEHs r.JJ FERRIS, 92572 PN. X9091928-0719 TRACT N 0. 2 317 3--4 O F W 0 23713 m of DEC 31, 1997 Z" s��T ����� `p SCALE : BENCH MARK : p R E C I S E GRADING PLAN SHEETS GARY L. AkERS � RIVERSIDE COUNTY CALIFORNIA �� Date R.C.E. Na. 237/3 SOF CALif`0 FOR ROAD COMMISSIONER 1 =30 SEE SHEET NO. 1 DATE ; ILE N 0. DATE NOV. 1994 W.O.WO1632-1 FOR THE FORECAST GROUP F.B.