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HomeMy WebLinkAboutTract Map 29929 Lot 17-23 Precise Grading 23.2 TS \ R/W 4" WYE AS REQUIRED PE 1120.559 120.522.2 \ INSTALL FG �D \ FL OF PIPE 1/2" SIDEWALK REMOVABLE 22.6 ^o�' 91 ABOVE GUTTER 6" PLUG TS ` FLOWLINE 34.11' z \ INVERT ELEV. A 4" PVC- 21 VC 21.8 \ PER PLAN _j % PAD +.223-2 r - •-+ TS ~j70-7 1 INSTALL POLYETHYLENE 22 _ a .0 \ \ :,,='-: �• •.__: i:•;�' =•� PE - 1120.0 FL�-P \ :•- x ....�.r}t PLASTIC JOINT MATERIAL N +►f� 22.2 \ "QUICK JOINT" OR EQUAL 1 1/2" MIN. COVER o A a FG INV ELEV PER PLAN t� \ CURB k GUTTER 3"x4" REDUCER 4"x4"x4" TEE 5.01 22.2 3" MIN PVC (SCHEDULE 40) Z � \\ - 22.6p a" \ \ 9" 6" x FG 1 N TS - N 3 ,,, \ ELEVATI N SECTION C� 17 •w 21.6 5.57 FG 5' FF 1123.0 �� \ 21.5 \ 21.6 E�"� �' PE = 1122.2 5 TS FG __% ��ti t 7122.2 `--"- % z FG 5 6' L PRIVATE DRAIN THROUGH CURB DETAIL Z 2 R °° p co C 22.2 `O 20.42 \\ - �?NOD 10 o FF - 1122.4 21.0 20.22 \ IPE 1121.6 FLS \ Es - - \ \ ® r- 21.6 g• \ Q = 1102 FG a dpj 3 FP� S 39.03 PE = 1119.5 1.0 ,Lp. 59 1 - � ® \ L 6 FG C419 � 21.1 FG•6 p .6 2* 4 \ TS ® \ 3 .0 TG�� 15, w 19.93 20.23 `sem \ 20.77 t 19.28 =47- TC TC \ FS FS d' 19.01 � � ,L•� FS _ S • 9.75 TC 20-80 \\ WALKWAY PER LANDc.�CAPE f 1A 19.73 9.29 IE 2 21.05 4 TC 19.03 w 19.65 TC 2 \ 1.0% FS \ ARCHITECT'S PLANS 19.19 IE 20.52 20.62 s _ 19.43 RIM TC 20,83 TC ST. LIGHT FS----- 34.71 \ 23.7 \ 18.96 15 18.33 18.58 TC S TS \ co TC TC N23.18'43"E 2 .37 TC ? \\ co SSR ON PLA 19.91 I -; ' 20.93 \ - 4 NGT _ R=650.00 1 RT r 20.35 4 / f 19 26 TC 19' 19.33 TC 20.77 2 18 80 IE TC--- - .87 IE 2 w FS " wA ---- 19.43 1" AV/AR 0) TC 6" w �'j °D .7 18.21 •33 T r9 9 19 .27 TC 20• TG 2 17.44 T w w 5, • 4 TC `� TC 97 2 19.81 IE •ti� / tf 3 \\ 16.98 I • e / 9 4 17.42 •5 4 \\ � TC w 1' S •� 5' • 2x 0 8.27' 1 - - 19.58 TC s 50.00' S0 S s w 22.6 4 - rn � FG FS 18.91 3 19.08 IE ,� •0 19.67 TC 1 - 3.22 20 39 fi 22.3 4 \\ S 59-5b os ~ r sok �.+ FS .� 19.17 I E 3 19•g9 , 20 06 'o FS 0.09T 1 3 - FG A 1 0 18.0 TG 3 N Q,- �o' �O1 0 S * rn 20.23 v q 3.0 17.28 IE ai cn t� - at Q F FS ��- °' FS 12 \\ 19.8 �- c,+-�' 21.2 1'G 21.3 f 7.5' 22.7 ( s �, 1 0 20.1 FG 1!411� o FG � ^' FG � 9 0 7.06' FG �-� 21.2 FG •*i ❑ 21.9 co 22.0 22.2FL-GB8 r ra r FG 7.5 FG FG 3 20.1 FG 6.5 a' 1122. EH EH GF 21.0= ,121.5 EH 8.5� FLS 21.9 GF _ 1122.2 N �, � = a = 1120.4 FG s � 717 � 0.5 EH 022� � , 22.7 2 t� 2� � - FG 0 © /2 \ 3R 5 \ �; 3 �- ; \_qJZ w1R B22.72R \ ® _ �' FF = 1123.0 r. z FF = 1123.5 FG \ 1 \ PE = 1119.3 A FF - 1122.0 z _ z_ PE = 1122.7 FF = 1120.9 z PE = 1121.2 a� FF _ 1122.7 21.9 z - 1122.2 22.2 N E PE = 1120.1 �, - 1121 .9 22.2 FG z 21.2 z FG FG 17.41' o. `, 20.1 "' .05 21.2 FG �t z 22.7 22.5 po 0.1 (15) FG 21.9 z FG FL-FP FG FG FG cm c Nlko 0 ie z CO � _ 17.54 \ 3 o - "I..� _ - cy v1� p �_ 21.7 i,, N 22.0 0, �? TS�7 EX. RIM � `-° FL-W -a FL-W �! 22.7 0� 80 \ N �- w - 21.0 ;,, w -! FG --_ ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION SGp�F- �� FL-W 22.2 60.00 ui 23 4 TW 17.27 LOT NO. ELEVATION ELEVATION VALVE CATEGORY C) 0 FG RIM 000 - 0 21.9 __ ....-..-... 17.3 FG X NOT REQUIRED I cn FG _ _ _.. .._ M. 18 X RIGHT NOT REQUIRED I W 21.2 , -- _ ._ ._._-�_�_�. 19.01 _ EX. RIM 20.1 FG 6 22.9 TW ^ 19.88 - __ - -- -- 19 LEFT .- L--. NOT REQUIREDZ _.�-- FG - --4 �� 6 TW EX. RIM - 2Q X -- NOT REQUIRED I I- -� ZO.67EXISTING RETAINING WALL _ ._M_ 21 5 FG N �„"""`_._._.. _ �. �. 21.24 EX. R IMI 21 X -- NOT REQU I RED I I o 20 0 20 40 60 - NF EX. RIM 22 X -- NOT REQU I RED 11 0- EX.T2-ORIM EX. 3' WIDE RIBBON GUTTER 23 X --- X II Lo GRAPHIC SCALE 5" SLAB PER FOUNDATION PLANS w YSABEL BARN E77 ELEMENTARY SCHOOL Q N cn co N H U Q CONSTRUCTION NOTES PLANNING ■ DESIGN ■ CONSTRUCTION �2 INSTALL 3" P.V.C. SCHED. 40 U w O3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT CL 27555 YNEZ ROAD, SUITE 400 �4 CONSTRUCT PR I VATE DRA I N THROUGH CURB PER z TE AECULRNN A, CALIFOA 92591-4679 0 DETAIL ON THIS SHEET Q CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com c� LD03.=GR z Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE CCID BENCH MARK o f l S S 10 DESIGNED BY DRAWN BY CHECKED BY / � �• o SCALE �'�! JE RLS JE MJB RECOMMENDED BY: DATE. ! CITY Q TEMECULACEPAWMEW OF S ls� �• y �^ CONTRACTOR HORIZONTAL `� "�� f �' PL P E ARE NDER THE SUPERVISION OF �3 u")�F ACCEPTED BY: DATE: 0 0 AS NOTED � No.63494 - TRACT 2Ln 9929 PRECISE GRADING INSPECTOR SEE PAGE 1 °gyp• ����� - DATE: '�- �1`O 3 RONALD J J. PARKS it MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS _ >� PHASE 7 170' DATE COMPLETED VERTICAL �'j 1 Y 1` 0�~ 63494 9-30-06 19744 f� LOTS 17 TO 23 �' �F R.C.E. N0. EXPIRES: R.C.E. N0. EXPIRES: 9-30-05 ''�:°�= SHEET 2 OF 2 AS NOTED OF C 1►� i