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HomeMy WebLinkAboutLot 17-25,46-56 Precise Grading ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT SPEED--D—TUFF GRATE n CA) LANDSCAPE AREA DRANN PER DETaL HEREON. o EACH T.G. EI_Ey. 1'-0" Lor No. B CURB OUIU7 PER DETAIL HEREON. 0 EACH (SEE PLAN OR'AP No. EQUAL r� MiN GC 3" A.B.S. PIPE o L.F.F F.G. D CON57RUGT RE7AMW 040 PER RIN. CO. FM 284--197 REV 10194 58 LF, GRATE HOUSING 15' TYP• (10' MIN.) 5' MIN. P L. E CONSTRUCT RETAINING W4LL WIWOOD FU CE A90WE PER DETAIL HEREON 153 LF. REDUCER ADAPTER N.D.S. No. 1221 F.L. TOP/TOE OF F REMOWE'& REPLACE Dt91WEMY AS NECEMW 53 LF, OR APPROVED EQUAL 3' MIN. 1' SLOPE SHOWN �V PIPE RISER PLASTIC TEE ON PLAN �y� ��`L © ��� w 5' MIN. NOTE. FOR BINDING g M zF.L. A.B.S. TO P.V.C., o F.F. ELEV. 3 MIN.CONz PIPE SIZE INV. ELEV. USE WELD-0 /CTOvO1 94 PAD ELEV. PER PLAN (SEE PLAN) SOLVENT OR EQUAL. m 2%MIN. A B *2:1 MAX.* as LANDSCAPE AREA DRAIN DETAIL ��, �L� d t7"MIN• 60 IN. _l M PAD A NOT F ,/� ----—� ��k• E LEv. 6„M--�I N 0 Tt7 SCALE G.F,F ELEV. B.S.L. 12"MIN. \ 4%MINN20%MAX for 3' then 2%Min-20%MAX. 12"MIN. * EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1 1/2 TO 1 SECTION "A -- A" CU FACES ° SIDEWALK o �G' PER IMPROVEMENT PLANS PER GRADING PLAN DIRECTION OF FLOW JOINT CONN TOR TO S SIDEWALK 0 PROVIDE CENTERLINE OF ' TYPICAL LOT FINISH GRADING PIPE R/W "OPEN GRATE" TYPE CAP OVER TOP OF TEE TO ACT AS BUBBLER N.T.S. 3.5" 0 HOLE CORE CURB (REQUIRED AT PIPE ANGLE POINTS) DRILLED IN CURB SET INVERT OF PIPE SIDEWA ��� P.L. 1/2" ABOVE FL. GUTTER � C 3" A.B.S. 1. SWALES TO BE CUT IN AT 1% MIN. 5' MIN. 5' MIN. AT 1C 3" A.B.S. 6" P.V.C. 90' TEE BUILRDINGHCONSTDRUCT ON.ANDRIOR TO F.L. >, F.L. (FOR CLEANOUT) I•,_, 3 MIN 1 3' MIN. Uj " 2. A PAVED DRAINAGE SWALE z 6'6" z 6 TO 3 A.B.S. REDUCERS CATCH BASIN & PIPE , OR OTHER EXTRA DEPTH SIMILAR DRAINAGE DEVICE IS OF FOOTING TO B AREA DRAIN CURB OUTLET DETAIL REQUIRED WHEN A STOOP m B 0 DI PLEANN ONED 1 NOT TO SCALEFIREPLACE RTION OF THE BUILDING THEEXOTENDS WITHIN I LESSOR MINIMUM ESTABLISHED DRAINAGE PAD 6' IN. SETBACKS. ELEV. \ AD 2%MIN. 6"M;IN _ *2:1 MAX.* Pe 3. SEE STD. PLAN 101 FOR 12"MIN. ���- 6"MIN. ELEV. 4• � DRIVEWAY APPROACHES. �� 12"MIN. 2%MIN. e o 2:1 MAX, cv 4%MINN207.MAX for 3' of then 2%Min-207.MAX. tQ * EXCEPT BERMS LESS THAN 1' HIGH 3 R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 N , IN--GROUND UTILITY HOUSINGS \ X A . (WATER METER, CABLE TV ETC.) SECTION " D -- B59 PAD FLOWLIN E SWALE 1 MINTO BE INSTALLED FLUSH TO ALLOW h UN--OBSTRUCTED DRAINAGE 4.2X 1/4"PER 1' Ln ,w 0- SOD SOD _(IF USED) SHALL BE INSTALLED h X FLUS WITH WITH SWALE TO ALLOW _ UN—OBSTRUCTED DRAINAGE ,,r '`"' FIG. N O. 2 UP TO 5' 1' P.L. a C MORE THAN 5 h/2(MAX 5) v NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W TYPICAL SOD AND UTILITY DETAIL 2' 4' o NTS .L. 15' TVP. z � 1. SECTION "Ar--A" APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. -' EXCEEDS 1.0'. HEREON 11- 0 2. SECTION "B-B" APPLIES WHEN THE BERM TO BE DIFFERENCE IN PAD ELEVATIONS IS REMOVED 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE 159' MAX PAD OF FOOTING IS SHOWN ON THE SHOWN ON 2q MSN Ij MIN, o GRADING & STRUCTURAL PLANS. PLAN 3. IN NO CASE SHALL THE SWALE �� � FLOWLINE BE LOWER THAN THE 4%MINN20%MAX for 3' `12"MIN• LIJ PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE. then 2%Min�20%MAX. Cn OF 2%. PLANTS AND SHRUBS SHALL w 3' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM �y NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF SECTION C — C w d AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5' HIGH. o FINISH FLOOR TYPICAL REARYARD GRADING PROPOSEWALKWAY PAD 1-4-21,0' D � 0 �v. 2X lot 0 0 i Ofy IN GROUNPLANTERDETAIL �� ' x NTS �.���• L .• 2% w � � w I I I I PLAN 1 ' PLAN 2 PLAN 4 TYPICAL ELEVATION�.DIFFERENCE 2301L 2814L PLAN 3 3378L P=00.0 5'MIN. 2973L P-00.0 TOP QF CURB T 00.0 P=00.0 � —i FF=00.50 F =00.50 FF=00.50 FF=00.50 Cn 50' , 5'MIN. 40' � MI 0 '� WMIN. _ WMIN. ---- , �- 5'MIN. 5'MIN. 140' j' - 'MIN. I I o Z tg TOP OF SLOPE GFF= GFF= FF- 00.0 II U Underground Service Alert G . - Call: TOLL FREE _ 00.0 i SEE DETAIL ON SHEET Lij „ 3 2 FOR IN--GROUND -� N N N n PLANTER AREAS(TYPICAL) 0 00 1�800 IV H 227�2600 TOE OF SLOPE EH3 BTXE DU NE D NOT COUNTY OF RIVERSIDE o 2301 SQ.FT. 2814 SQ.FT. 2973 SQ.FT. 3378 SQ.FT. DEPARTMENT OF 2 STORY 2 STORY 2 STORY 2 STORY BUILDING & SAFETY TWO WORKING DAYS BEFORE YOU DIG 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE APPROVED REVIEWED By DATE W "CAUTION": Remember that the USA Center MBACK FROM QECENDING SLQ,PE TYPICAL HOUSE TYPES Approval of these plans shall not be construed to he CO notifies only those utilities belongin •to - �' "" """ " _- - _ """"' " ""' a permit for, or an approval at, any violation o1 shv the center. There could be other u illtfes NTS of the previsions of the state or county laws. This O present at the work site. The center will SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS set of plans most be kept on the job until cemplltrnn Inform you of whom they will notify. z z m RECOMMENDED FOR SEAL couNw SEAL �/ APPROVAL APPRO ED BY DATE r �W r HUNSAIKER & ASSOCIATES COUNTY OF RIVERSIDE S"EET N°. rVEss,o1 a`'W IRVINE INC HUDD(fsr ll FOR TRMSPOWATION DEPT., RIVERSIDE OOUNTY CALIFORNIA y, TRACT N O. 2 3 D S 7—5 Dy ti 1 irk INLAND EMPIRE REGION 2 N N4 '` 2900 ADAMS STREET, SUITE A-15 PHASES 3 & 4 NO. 1 .., l a XP. 580/0 m RIVERSIDE CA 92504 (9091352-7200 OF3 HT W EXP. s/3o/o2 �+% 17-25S Sa f P R E PA R B DATE z PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS The private engineer signing these plans is responsible for assuring the occurocy DATE �� �� FILE NO. and acceptvbility of the design hereon. In the evenf of discrepancies arising offer CHECKED BY l� 9� CIV,,� �� � t r>� �„� �, �. �. T_��1 „� � PRECISE GRADING PLAN o county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. A \��F OF V I V �p� SCALE AS NOTED BENCH MARK � S DI M. AM of � STAIGE 81 t12 W. 1� for determining an acceptable solution or revising the plans for approval by ENGINEER REVISION O U N TY DATE PAUL H U LE TON JR. M A94KT DWY. *45' N. OF c/t_ RANCHO cxtt: RD. IN AN � the coup DESIGNED BY DRAWN BY CHECKED BY ~~~ 58020 EXP. DATE fi 30 02 DATE SEPT. 2000 uUNv�� 1a,A *2' W. of unuw PmE #175iimx FOR W.Q. R.C. N0. CENTEX HOMES 0919--23067-3 "pop ESTIMATE OF QUANTITIES . NO. DESCRIPTION QUANTITY UNIT LANDSCAPE AREA DRAIN PER DETAIL HEREON. D EACH (E)r CURB OUTLET PER DUAK HEREON. 0 EACH / C 3" A.B.S. PIPE - / D CONSTRUCT RETANVIMG W4U PER RW. CO. FUN 284-197 REV. 10/94 58 LF F CONSTRUCT RETAINING VAU WIVOOD FENCE ASM PER DETAIL HEREON 153 LF. F RDIIOVE& REPLACE DRNEWAY AS r+IECESES+4R1: 53 LF. � 113O / /135 _ �► Q 1140 1 'ted'•'p' �c -' 14.42' O " 27.27' 62.30 z p •9 31.11' f `row f p �'.� �► \ / �, f go �� C' f7' s 2.•1 1155 � 15 1171. �_ ' 0 � i H.P. .83 �� f �'tom 31 ,� � � \ r-, }- 1173 - - ®r 1 \ 41.50 FG N\ Fj r� rF +� 3 1 •.��* P �� � �} 17 • ''�s°O 6p \ \ 32.50 INV 1 16 \ • 1 °'F IIx +�•P• 1174• - - 1 S 32.20 FS ►1 ' 2301 L f e H.P. 34. 2•, \ TPRW LIP P._ N� W 1 29. 1 k ' _ 117�.2 i I •� '�� '� �` 99 1�� \ \ \ - f r 172.7 'PLAN 4 f - 1 OOF '� h'--7 1175.9 � / 3737` 1175 \ \ "� \ •, - 33 3 41 L rr .P. Nl - E 117 _ s r s �� f L_ ;9�F �o, _ FF= T173• ,�. 1 FF 1175.10 / - k2 S. 1V to, GFF, 4,1 I 'til ti 1172,2 ... I '�` -- p [Y 3 / '� k:t�___ - �?•� �, r�� g !� �,� I � � S 293 •� 5• m •F GFF 10 L p1 1 O' xt0 --� .,7, �, �,� . f o ,I 1173.6 GFF- ,,� £ FF-z: i�s'3 J •A . '�,� \� \ 6 l 1174 LF 6.8 FL^'GB 11 0 .60 1p f �� `1►2`" -O / \ •9 `'- F.LOWV JB. �S •�, \� \ R� �� s• 60 0D, F` • _ o ,?o N F.LNca. GFF. a•F• r r>> 6 18 ,320, OC), ,. °� r�[.F g3 f rr� ° 1176, f : 778.8 r . , .P• \ `SSS �, \ \ \ >� 43 ti 7� F °� ,e• 30 3 r i -_ •3 i _ •�, .. •O � rv' F.l•.•('• - / f �CFF.. ,n/,\1�it" a� ` �0 \ \ -� • . ,,r r , 6 F L ./ /` O• / is �' \\ \\ �► O - 17 30 F r L.F co NG.B• '`�' 8 0. 1�• 1 Cr C� � � � � � ��' `y ---�s'f� s• '` s 3 3 � � -o,, °P'F �`. �i .. � hyo \ � o +` ,\\ � o 26 �, '03,�8, -�-- 3 � � °� 11766 , Nr 294.04 t 80> ,op- H•p• � ��o \ \ \ I ul 1000 25 1 W k 1 1 MIN, i IN. r •-.. `' ~- 5 ' 2 . 3a' �1�,� \ �' j' \ , ami CO 27/w 32'f 1 ��� � ' 0 � 0� r �17/•/G.B• �• �a sO ' � � � W 1 - / � • D O' � 1���• •��+\ \ \ ` ` `` �, ` •1,.., o N __ J '� d- F.U• 1 jv'� N •69 �` •r` •F A t9 �, 0- L0 I _ _ �� loe ,� ,c- �G a� -r1 Z7 "(� MIN. O' `~ � Y o 13 ,� N '� r� J G.c,`��^� �� •�` r `� ,, 1175 •Or - -& 0 o GFF= F titi7 ,� co .� �► / \ , • 3 11 21 GFF-- o :s •� , -:a o � - M 9 f + fir, ❑ 4 TC' � .i �.-. 1173.7 � r•+ r w •,� 1174.8 I •� ` N `� 19� \ \ ,; \ .,.f _ ~cQ t �' . •1,;� 11.79 L G� ro�t� -�. �.� I •�`� ( �: ��� �7 �° / O� o. \ �1 ` 1 \ Z _� J oo -�--- '���G. a, , naso. 2.3'f 4 IN. ;�''d `v .s `.� 1 24' LL- PLAN 1 of• GFF= I °,�' / `� � �d'' sa, •�;`� 24'f __ 11 11 I V 8.8% N ' 2 3 01 R PLAN 3 1176.8 I p f• �2973L � 00 N o0 - . \ ,o � II �- 1 t7. i�IUN . �'�`� P=1 173.7 I �� �` 6`�� .�-off 'ko •�r - `` \ G►� r' P= 1174.8 1 , \ \ y1 C-1 W 1 ,��m ,42 �p Fc.Nce.-- 28 FF=1174.2 FF= 1 175.3 I I I 28 10 1 cn ., 3 [. � GFF= •o r _� � \` . , \ \ ' T 117 1 O � _ � 2 9►f I 1179.60 ^` �' cQo 9 o)u l 1 I � 31 t 't w 9� �ti• .c.Mcs. �,. . o " =J I�z `J 2814R --� ---- `, �• o ' Q 1 3• TG iT�.sorw N- yA�� --- -�?ya I j P= 1 176.8 PLAN 4 ��, �\ 'c� \ �.? cn _ FF= 1177.3 33�78L I \ •�,• oo � .S v, �°� -� N , >�. �C 24 t �j I o I I I P 1179.6 n n �' �, 1 2� IT , O er / t -� 10.0% 11.39 CU _Ml�I.0 _ % CN IN. -U woo v' �� -4: v.1 C� I N w Nfi� F" I N .S. Z'h rd M� .r p e III 1 1 p N rn .�rn + �+ ,� � 11 rn o 23I GD i t p�9 II I W y ,� -. ; .� _ .5 j cr ! •,.• o op, 49 O 4'f -J W r I F� �'+' OF 1 - X110. otr `59LI I I - 'f s'f =�30 # 1�•�G is �s I h;,a I' `�__-��,LA - 1 3 T1.3' I+ rj I �� •nG' 1h�� (,�•� 18 N�� cr 2° �� 1�1 Q ahi 7 .3 11 G .� •8 I \ 30 d. 17 4h. 0 0- A03 x 1180 1180 -- -- -•- '� _... . - / \ 3 0 F' � � .,�s' \ � w -- � 0 1185 � 1185 � \ 1 9? �''� 2°5' __� ,,,� `� \ •� �- 2:1 � � 2:1 \ C 1 � ��. r� S �� � 1190 1190 �°� y•� ��� � � � � � � , . 1195 1195 ` �' y 'o o '�.�► +�' � Mx -. 1200 1 _... - ._._ _.... - � Q � 2.0 ' 1' ..� i►,4!.8� 2DD 18r3st - 96' 74 r .x.68 . 4�•>!7 -L.. ... ._. _- �. .� ..- --- --�_ ._-. 22.0 .5?r _ ..._ - _.. - -.... _._. -X78- -- _.,. - 4 .2� 2A 4� 4.,Z 71 55.33 \ - / / w ' 3,8 ' 3.14' 76' 30.56' 2.08' 60.00' 1.53' ' . 2.6 ' S7 63 55.9 4 7.5 7. 0.63 '~ ^ i z �' o a "`' o 6 56.8 5 2 9..40 5 I ' ► o ..+�_ 1 ., ,�h 7 e7 0 1 . J..; � .., � • a I '� � . �. r., T � F r� � / r = c Alert =� �`' • • '' z Underground Service w J Call: TOLL FREE ^Y: _ ' 9 r 1�800 A O 227-2600 tq F A{•prcry-,1 ,.t rr,r.<<, ,i, ,, :,,.,', r:r,r i,n rc,nstr.�ed to het of tl,rl r>r,r/iE;inn: of tt,. t. nr un•,/ I),vc• I tiiy 0 15 30 60 90 120 TWO WORKING DAYS BEFORE YOU DIG set u! plEen•: :,,i , C. i,: ,, n ,. ;,t II r);f+r,„,r. W O 00 "CAUTION": Remember that the USA Center f' I those flit-es beton in to 0 notifies only o e ut i g I SCALE: �"=30 the center. There could be other utilities z Present at the work site. The center will inform you of whom they will notify. M RECOMMENDED FOR HUNSAKER �C ASSC)CIATES COUNTY 0 F RIVERSIDE SHEET NO. APPROVAL SEAL „ SEAL APPROVED BY DATE z ,` . �� � rx IRVINE INC z , TRACT N0. 23067-5 \� HUDD4e '1 FOR TRANSPORTATION DEPT.. RIVERSIDE OWNTY C.AUFORNIA � 3 r© soy F111 INLAND EMPIRE REGION 3 & 4 N :; 2900 ADAMS STREET, SUITE A-15 PHASES v, a , z Y R.C.E. N0. ;,,,c' OF SHTS NO. 58020 r, RIVERSIDE CA 92504 (909)352-720017-25Q, >W EXP. 6/30/02 fi/ B DATE f °° M NT RELATIONS LOTS & 46-56 o d �f PREFAB PLANNING/ENGINEERING/SURVEYING/GOVERN E The private engineer signing these pions is responsible for assuring the accuracy DATE h � PRECISE GRADING PLAN FILE N0. A BRASS DISK STAMPED NV CO. SUR. T-27'�--61 IN 0 TE O and acceptability of the design hereon. In the event of discrepancies arising after APPR. DA CHECKED BY ��9�� 0 V I L O�tSCALE AS NOTED 8 E N C H MARK � *0•3 M. KY. OF BUIT�ID SWE RIX ±12' W. of coup approval or duringconstruction, the private engineer shall be responsible DATE BY MARK \ F AN ASPHALT DWY. t45 N. OF C/1. RANCHO CALIF. RD. IN AN � 9 p° \\t of CA1-� PAUL UDDLESTON JR. UN MPRQVM AREA ter W. OF Unlet POLE #1751190E FOR W•0• for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY DATE `~��` 58020 EXP. DATE 6 30 02 DATE SEPT. 2000 ELEVA11ON - 1230.56 CENTEX HOMES 0919-23067 the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. 0. mm