Loading...
HomeMy WebLinkAboutTract Map 29639-1 Lot 6 Storm Drain Ak . - - • • - • rA al - • • • • • • / r.. r •fi� l■•�•�r�rrlrl■��rr•1+•Ilrrrr■u "' ��� _.._t '�11� �I `� • rrrlwrr►► frrw r ....r.rr.■.wRarw --- ■w■■ � ..ho. , •ww birrd Iry 1 w �•i � L�%� r�r�1 X111,1,1��:�� , r - 1 ��t . ..w- . .►:wry rlr.•r r-w w w• .• •.,w ■wr•■r .v..r .�'* .r, •Il�. '• .rr+ •• rra •crr�v�i.r.wi.< r■rrrr.�r��► �-r ." 4 `[- ■ �w�' ��. , i :r 1~ �,►r►.'- 4•r• r r.wr+r�'-,•.\.� rt■��w��w��r•l ,�1 • r ■• • 1 r - 1 1 •r I • "1 • -�i�1r��'fl�fi� ;�f�llliYill�oiZ IQ�rOc*flTl+s>i1.:1', • . �riFn,. •L.,�1l7 II•►1 N I r 1 1 •r -�." r!!.� �` �. � '- "14jr1l IL a ti9u - A r r 1 ••r r • r • - 1 1 - 1 - • I • r 1 ' IrC�will. �� � r +Irrlrlrr�r, � �`- 1� rwrr�rr� r.:r •w�„ //.�I��► .1. 1 t L. �. OWN `, .■:lm -..1 —�,. � sir•, r � 4 r I - - I I 1 " - - - • w • • I L...,.• 1 �" �� .r■ - ! ' rir• r. ,rte 1 I r "" i� r�� 111/■ �:� iii ��A _ _ ' ;L���"r�y I . . • 1•r rJ , ��' ■I��irr _ _ �: i■�.�M/�ir�iI y �.- �•�� I L as dog _MAE MWI _. - r� _-:. i, � w . • I • • r- r r - - • r - 1 r ��SI'ti1l� �� ""' � _ �*y�. *� � � "aii�:' �.�/� - �`� ��:����: � _ r �. _ •- fir,r �* r�r �� �..�, A �r` 1� *r I_+■" r (� � ri U* r • r 1 - " • I 1 I • I 1 • 1 r/ I "I 1 I "1 �'!1'' �rim r.■�rrrr■■rr+wr/ ».r.►..��. +. kkkkk V-1 �-,■r; r �. fill , no F ' � 1f:1�, �-�.�� .`" 'J� ��I� � rte...-.•1 �+1�� 1 , ♦� -- 1 �, ' 1 I� ` �,AIiM�, ���� RIM s �� rW' ' r i�il/ li. �r1*��� ■ 1� � 1 1 r I • 1 . ' r I I r 1 I I 1. >+■.■ o��■ �!F. 1w �. .►r dig @3 rrlr.• 1 I�5.:14�; r ` �r �?w,'::, I�1 r� rr, Lois H r r r • w - r 1 1 1 -: • r 1 I • • ! , WIN q.,.�!o• ���, � i 1� SEEN � ispr! •+,, , ��a .►,f�' I, l prMMr■■. r►rrJlw■wr + 1-' • / ■.wr+rr���. �r� ON'F&FW-1111 NOW i �1♦.r.' �, ,�� / R` * I wr! I I/��111 Il M rrrr 1 promim r tip /.rrrImp� ,�� •I r•r1�1'.'�ilr d:it� r +a . . M .. ■111 • s r ` �,� 11,�1�/ ,�� • 1 - •• r• , ��, � ��'�� I� : ,r��a III, r. !•,, 'i` /'�'��. i.W �� � ♦ ry . - t ION '.;� ---� � ii �ii�'w�a�'-• ��:. �i �' ' l� . :. _ ��:•, • ( '[//"�' .+' `� pm I,Nnrr ■ww = �- 7/.......�J .+•1. , w�..A -- •� _I 1 � M ri� MI / Il � ,�rr.rwi►.Irlq �rrr►- - `�. ! •-"�� `��I1�� 1 1S,,:!�! -'r� I'•■..-"rte_ �.,.�•�:-. Mill �..�r...1 �II � 111 �,� �r! •��� • / �:..;( / / 1 � r •rr�� r r .��� r MCI mm IN w r ■ 1■ 1 I • I I r 1 1 1 \ �,�. • ��� ,' �,► ���'..._-_- -- - ...M ■i.��J///,1�r��_:" •.••.• .y 11�E�E ` 1 "�•%," ��■ II r �1 �. .,, :•.,•� w r • y� , L'rrw .� L • ' Irk/ ��w����L�3.�������lr��J`-' r• . ! L'u' ��/��""�.�►rllll 01&W, : • I • I • . .1 40 WA_._�• _ , l '' r��� [Q] OWN �����„ _-- WI�� �'�ri�rr. �111It�Ill�ir f ' �� �`ir� ���+ ,� �.,�� ;/ .1 A I '1 - I 1 I 1/ 1 '1 I / 1 'I• . . • I'� ►i� I. - ♦�. .� �1•, /�r.. �` ,• ; I �� �„ .+�rM I►�rl; �;<� I;r►��N lid •� rR �� rr tl�. , ,�' .�••I/.Imo' i�l � .l::►... ��;;:�i� ■r: �� ..I� ;�,- rel:--%� '-E�' `i ill ''� rl% �.• • 1 r • r • r ,/ •I. • 11//if� r -M Iw .. -r/.•• all r�� • C' n w r I% rJl I A• l HIS Qd .�'�- •���/ r�/';� � `/I ,► � Ir/i !- % I►Ir11r. dry IIa1!" lip N'1�I 1%.. r �� •T.r� l l� S. ` ,�! II►Irll l IA i/r/ r r , 11 i. d. W �,11 r• `�r l 4. • • • I r • 1• r - r • - • • - � • r - ■ 1 r r • ■ ■ .r I "I '. R. , r rte+ ,r r• ,/,! � WAVY VM�� � \,�' � fl�+•,�.1/llllllr •�� --� Ilili� � ��r' �� � (( ! ' •.4.►r� �. ,air► 1 _ �r. ., ,� , ,`- `,-' w, llll�ll�l �' ( ►��ra, , : ��� -�.. IN !116 LI.p _ ---.Lr..: ,�ti • �,� , 11 � , r� ��� �+``�`'~ .r�r�f 1` r f ♦ ' r�r�rh� ` 1�I n • 1 • w ■ , • � ..- err z-.._. �f All on r. I"AO 2 �l�al�i�i>•7l'fIm l'ovy'`w� r�/► �r--�-- ,<� �--•r .1J -4 11►�I �r rl. f. .�/ • • • 1 " I • •■ • 1 •I I I r • I ' I i .... . � >���F,..� ���C�,���, � `wJ _l-- - -���.: :L�•—j r,.�• ►��r �� 1r�� ter". • • rI I • • 1 • I -1 w I r 1 • r w � 1 " r - • r ■ w 1 r r ►I I r ' r rr r • • � • r - - • w ,, • • • r r w r r r w r I •• I • 1 r " - r'" • 1 I • I r .r . , . • rI � t• � � � � - rI � . �'I� rr. � • I •: • r • 111 - • • " " I ■ - ■ ■ 1 w ■r r - r■ r■■•■w r ■I •■ I ■ • 1 -: • • - - • 1 1Ir • Err VS. SM qffl Em r all I , , � 1 1 • '. 1 I I al FU" (OE .0 A 0 0 0 IF 'NAHHN "I I`I 1 I !"• I 1- • r w ■. 1 11 III 1 I '��1'I 1 .. • • • t t ,.mss/ ,- � /. 1 `' � . � r • • -, �_ , 0 00=2 .94 C-FS 1 Qlft: t P j -7,$345 196*511-30 CFS 1 _v'lswivx*fi;w84------ S_ fv� i jjj, t 00 MAX:=8.25 FP§ Vw_ t r CD 7 its" .......... 4-- i A w+ T_ lw 6 -4 o Vm.V 1105 j 10 1 1 1 1 ­ ____;-_ [-­. 1 _­­.�_­_­­I ­­.­....­; ,I ......... ...... + .......... ....... ------ T 4 I i p w" ......... t lw 1100 7--CL L uw QNF EXItTs 36" Rse;r %IF WWV i _!�EE 7i ........... ....... f%n ILL 1095 OY OF .......... -9 514W..... .......... -tO .2 tow ago ------Z C-4 ............ T ...... 4- S:0.005 1 94 1090 i k CON" .47 ------- .......... + C) > wpm 00 ...... ...... ......... + + 0, Lu :z z c%4 ....... let. ........L ............ C4 (00 -as T 0;w C3 + C4 0 LF! OD-0 40 DD 2 .1 1p ttIRV '303.3 T Ex. cq-*C 36-1-1- p .............. --- 4 LF ONST. 7 IL -4,EROEU HORIZ 1*=200 T 1 =49 16+00 15+00 14+00 13+00 FLA 12+00 11 +00 10+00 1 0=200 0 COMMUOON N ...................... x CONSTRUCT 15" PVC, D—LOAD PER PROFILE P,, D—LOAD PIER PROFILE Ile CONSTRUCT 36" RCPs D—LOAD PER PROFILE ATCH BASIN MO. I PER RCFCD CONSTRUCT C STD. NO. C9100 WIDTH PER PLAN 12 E> CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFCD STD. NO. JS227 96. v N CONSTRUCT JUNCTION SI RE NO. 3 PER 7 \L/ S --RCFCD STD. NO. JS228 a* S 01 M-1;1 0 s; :3 36 RCP PIPE Lj riv 16 _-got co lAjf Lai UO REMOVE EXIST. COLLAR AND 36* RISER r .......... f L 8" D k�� \4f3) COLLAR PER RCfCD STD. M803 4b + w CONSTRUCT TEMPORARY PLUG; 0 (7) _-4 PJ 406 EA DRAIN STUB, c) (A c4 CD T 5 H TYPICAL 0) v- ,7 'CONSTRUCT 129p PVC AREA DRAIN STUB$ v �6 ui ov0 5 LENGTH TYPICAL I& A� ff Q� r 0 jo i 'V- f u B -'SHEET 4 Ij 0 cl 10" INSTALL KRISTAR FLOGARD+PLUS FOSSIL 'FILTER FGP-42CI FOR 3.5 CATCH BASINS 80 4 1,4 7-� L +4 34 FGP-7CI FOR 70 CATCH BASINS, AND x j/f ,.l" FGP-14Cl FOR 14" CATCH BASINS �4It R OR EOUIVALENT 14 A)RAW ob 639-i'l x ell, 8 PIP x IMA C A jnLA RAIN �t�0.04 BC[IM RAIN CL NGENT REMARK NO. RADIUS LENGTH DELT�ZBRG kNGENT REM PLANS PREPARED BY: NO. RADIUS LENGTH DELTA/BRG ARK L -11 20.38' NO3*46'24"W 7 21.08" NST35913"W 168.16" . N33&43'09"E 385.91 p N71*06v47 w b7i2e, Coorah 9w 11.76' A=290'5645" 6.02 22.50" 10.339 A 26*1800" 5.26 22.50" hove (949) 474-INO -4 22.50* 41.17" =104!49"56" 29.23 A 11.06" f!43T31931 E 9 FAX (949) 474-5315 85 N71`06 47 E — 10.72" N49*30 42 E MATCH UNE 22.501p 10. A=26*1 8'00m .5.26 2410 RCP SEE LEFT LD 03-OUCONOM cmwmm CCNSTRUCTK)N FC<*W DATE BY FIE V 8K*4 DATE ACCD BENCH MARK 05:8 ONEI) BY M%NN BY CIHECM BY D z CT JCL Y.. ATE: isidiciTy AITI%&wr OF PuBw Wa" CT OF TEMECULA HORIZONTAL PLANS EPARED UNDER THE SUPERVISION OF CONTRACTOfl 3 NO-287M Y.. D A T E:Exp. 12-M-CO ARLIA ATE: RONALD J. PARKS PRIVATE STORM DRAIN IMPROVEMENT PLANS INSPECTOR JAMES C. LANE 11 DEPUTY DIRECTOR OF PUBLIC WORKS \ER'nCAL HARVESTON APARTMENTS PA02-0698 DATE COMPLETEO R. NO. 2a7w 12-31-06 R.C.E. NO. 19744 --EXPIRES: 9-30-05 EXPIRES: SHEET 2oF5 NONE TRACT NO. 29M439-1p LOT 6 vc, 2 .........j —4- .......... t a .1------------ .4 T' -4 _J ..........41- ........ 4- Ti ------ in* .6 5-41 CF$ V110- "*=2 ..S I a vin k6x=�.83 pps b ft Ito 0 rl�_ V Vigo W, W=20 0 v 5 t..--_�........ V100 3 98 FPS 4-1 4­­ PG- am"n m =4 F.P!s 1 4- a 4 + t V) j6,40 CID Olt + !V) .......... _T1 + -7 C4 OWR �SD CL- .......... FS 0 81'. P 1100 1 liuLi oo -.4--------- ...... 09 Pvt; Is D ;6" PVC 5 4GL oo ......... QD 101, Pv vv T.0 INIV 1095 qt 1 4 a _0 10 St AL -4- L r W) ...... OFI 4.1 Z, m T CD 4* co C) 0 on'. -+ ...... + z5m )3101 +1 1090 T OD .......... .......... + ........... .4 + > C4 LLJ 0 t ......(,'ON�T.! 125J3 LF + CO '7 PVC, L 132 LF1 ------ ........... Cd 4r N. 6 i NST. 13.61 F 115" 1 PVC N 1 .L + in + ............ ...... ............. . ...... ......... + + in --to 0.0-- c) I i i - - I 06 4 4- + Cp 30 �R ........... CONST K IrM L L r EROEU HORIZ 1*=20 VERT 1 0=4' 10+00 11 +00 12+00 13+00 PLA 1 0=20" w to 7 > *A* 0,7 E -L J. A L Ion N 1 53 13 E 13+ 1 N V END PIP Ts;; sew" s Ak9P El 10+67.1 CL INTiR E ..................... A , 4 00.0 11 0e,5 1 P+00.00 0 19+37.57' ISIC "A Ll 0 0 3 Z 'IT vwm*4 j";. E + nc 20 12 6-1co w 6 0 0 ONSTRUCTION 0 CONSTRUCT 15" RCP9 D-LOAD PER PROFILE T- Tf, w Cu CONSTRUCT 24" RCPv D-LOAD PIER PROFILE I IV 9"4- CONSTRUCT 3600 RCPg D-LOAD PER PROFILE -7, m C N4 1 � -50.5� CONSTRUCT CATCH BASIN NO. I PER RCFCD STD. NO. CB1 00 WIDTH PER PLAN ii 01.4 w rq 0 1cl� CONSTRUCT JUNCTION STRUCTURE NO. 2 PER 4.6 OF Z, 8" SS 0 jftLA 0 RCFCD STD. NO. JS227 12+49.55 ILINE B INV N��/ IN CL_ 40k- u 1 3 13 E SH SHE r Lm NO. RADIUS LENGTH DELTA/BRG kNGENT REMARK E nBu CONSTRUCT TEMPORARY PLUG E 96.60 N71*06 47'OW - 12+35-87' 22.50 8.79' A=22*2326" 4.45' i I SE' A DRAIN STUB, 5 LENGTH TYPICAL lcolo N, I cf�m 8.67' N8629' ....... 47"E RAIN STUB, 50 LENGTH TYPICAL 15-46P N26*06"47*W 3000 RCP :4 17,67 A=45000009" c 22-50' 9.32' UT A DRAIN STUB, 59 LENGTH TYPICAL SO SHEET 5 61 202.750 N 18*53'1 3"E NS PREPARED BY 0 EA DRAIN STUB, 5* LENGTH TYPICAL PLA LAI 1 09�1.0,@ 71 2.500 23.60" &=60*05'39" 13.021 w 8 84.050 N41*12'25" v I SEE S Im%71 )539" 13.02" FILTER FGP-42CI FOR 3.59 CATCH BASINS, himle, cahfornis OM t .... ...... INSTALL KRISTAR FLOGARD+PLUS FOSSIL 22.50* 23.60" A=60* 9.84 N 18`53 1 3"E ........................ FGP-7CI FOR 7 CATCH BASINS, AND 00 -4 0 1 1 - N116*48 I 3"E Phone (949) 474—1 W 12.05" -0 o 0 110 C-1 -14CI FOR 14P CATCH BASINS nc, 0 FGP A __vy- TAX (949) 474-5315 OR EQUIVALENT c: -09CO LD 03 CONSTRUCTK)N FECORD DATE BY FEVI1SKM DATE ACCIID BENCH MARK DESIGNED BY DRAWN BY CHECKED BY 00, DMWM NQ It 9CALE oil ESS I 44#-DATE: C, L ( CT CT JCL RECOMMENDED BY. 4 ITY OF TEMECULA C191AffrME1fr CF MJMM WCM w ir_l CONTRACT HORIZONTAL PLA VISION OF 0 co doop ACCEPTED BY-.-.-. DATE: No.2F, rn INSPECTOR Emp. 12-31-06 'W--.DATE: RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS PRIVATE STORM DRAIN IMPROVEMENT PLANS 61 iu*4 4' \1ERICAL JAMES C. LANE 11 J> 0 .............. HARVESTON APARTMENTS PA02-0698 DATE COMPLETED NONE CF R.C. N 0. 28781 EXPIRES: 12-31-06 R.C.E. NO. 19744 —EXPIRES: 9-30-05 --------------- TRACT NO. 29639-11 LOT 6 SHEET4 cw5 t it r 4-4- Mi- 4-4----4- _j ------- 4_ ...... tM f V160 mk= 1.6t FPS ........... ........... () a* 6.10 4.. -4-4 1 vvw Wo--aK T1 r 7 t...... 4 0, ............. + Pies= 1 77 i 4_ _n. -! (n! u!Q a S V*w��89 FS 4, 4.5"F .7 -4- ------- ­1.�� 4 -____ I "t L t to, 11' AL 7-1 0 -4- + 0 ........... ..Ole ........ Ak + C,4 +m W :z 4M 4C'r-i + VER + ............ .......... jr4QP. co :3 ............. + T 100 1S VER 1100 ------------ As pirr, ........... bw z!�m i + Dw > 901! ZZ ,1095 . .r"'.I i Lai + 0269 i qjr- CO + 01 40 ................... ........... ...... S6() 60103 0 > + + 001 dW A AD ro) 0) ........... + gin, 0 1090 LO ............. N T C4 OD �Cl Nst CONST 41 i CONST 29 .77 + + ....... OF + VC 4-- 4- + ...... T T. -Q) 21 125 t 4 _T 4 A 6'# j L 7 t + 4 ------- LE 00 t 7 ........ p HORIZ I VERT I 4 mom I 10+00 1 1 +00 12+00 13+00 PLAN 14+00 1"=20" W=!l O.;j 7 c mm"�_3. 0 y t .r3.97 opc" ........ 110+011�66 LINE OD 12+49.56,,.LINE F, in 4x L INTE CT F�iE N + 0 1117- C>!,<0 c 19+1965 4E + m r mom C, E- L) (OD 0 LAT ..... ..... ,S-Ef- --S-REET'l-,*.....-.ILI-.6-...IL- JSI&/ 4- CL 1.1 OWWR,,, m It 0TR CL 10+2 1, OTES R I m _55-A CONSTRUMON No. 10 CONSTRUCT 15" PVCo D-LOAD PER PROFILE 1101.46 TC �'\W=7 '0' H 4.4' CONSTRUCT 18" RCP, D-LOAD PER PROFILE IS"' DW 5.47 c� + __j iG600 CONSTRUCT 24 RCP, D-LOAD PER PROFILE g CO 7 0 , CONSTRUCT 30'p RCP, D-LOAD PER PROFILE ......... w-,I GLI 06 50 Nil -5 :H (f) CONSTRUCT CATCH BASIN NO. I PER RCFCD -0 0 E STD. NO. CB1 00 WIDTH PER PLAN 59 60 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFCD STD. NO. JS227 7- L .......... N w CONSTRUCT TEMPORA 1102. REA DRAIN STUB, IN, 41r 7 0 5 LENGTH TYPICAL N63031*06"W Z cq REA DRAIN STUB, r _7�i 5 LENGTH TYPICAL ---------- OD INSTALL KRISTAR rLOGARD+PLUS FOSSIL i 0 FILTER FGP-42CI FOR 3.5* CATCH BASINS, + -4 ­M7CI FOR 7' CATCH BASINS, AND 1 +24.60 FGP 40 N71 "W..... -14CI FOR 149 CATCH BASINS FGP �Od@41_ 2-- tof­ OR EOUIVALENT 0 _Z 'D) L KrW 1102.4 0 C 113.28 �1 F INV 1`0 00 ' A 0 tu 19 .......... RM DRAI AIA 1134- 'Al I I - r..- , W f a L NO. RADIUS LENGTH DELTAZBRG kNGENT REMARK OE - 27-90' N&VO9`27 69 159P f LINE 3+ .98. 22.50" 17.57 A=4r43p46" 9.2 PVC 0+00. 00 LA1 im -4j 22.50 35.34 A­90*0000" 22.50 CL 4s 9 1 14�5.42 SC 13+�9.11 3 99.95' N71*06 47"W F51 153.00' N1fr53 13 E 6- 22.50 . DW' 10, 35.34 A=90000'00" 22.50 rn 7 20-36 N71'006"47"W so in va lum 22.50 8 35.34 =90*00 00 22-50 3 3.76 pe Eli hvine, Unfornis M 44.00" N 1853 1 3E OL a L Phone (949) 474-1960 76-Sgj 19-30 N6Y2357"E 1.4, +80. t 9 1 low _tN4Z-a0 0 14.45' FAX (949) 474-5315 0 LD 03-OWCO 0 C0N6nXL'kTI0N FECCM DA"M BY REVISKM EMM A= BeCHMAW DESOMID BY 0mvm Eff CHECKM Eff DMV*M NOL S/ 04F CT CT JCL RECOMMENDED 09&dae4DATE:_114;"1 3CITY OF TEMECULA CNEPARnEW CW RAW WCM 19 CONTRACT HORIZONTAL E RED UNDER THE SUPERVISION OF OR co 6*0 Y.. DATE: 101-:4 No-26M 40-S - INSPECTOR EV. 12-M-04 ATE: 10167103-- RONALD J. PARKS PRIVATE STORM DRAIN IMPROVEMENT PLANS VERTICAL 01 JAMES C. LANE 11 DEPUTY DIRECTOR OF PUBLIC "KS u 2 DATE COMPLETE11 IVI HARVESTON APARTMENTS PA02-0698 NONE cr \f R.C.E. NO. 28781 EXPIRES: 12-31-06 R.C.E. NO. 19744 ___jXPIRES: 9-30-05 SHEET 5oF5 TRACT NO. 29639-11 LOT 6 V mm= 2:3