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HomeMy WebLinkAboutTED4003444.8I Iz � z Q Ld I I EXISTING 113.15' LOT 2 EASEMENT AREA, REC. NO. 9602081399 I I I I I 115.00' WETLAND AREA DESCRIPTION, REC. NO. 9511200895 I I I I I I I EXISTING 113.15' LOT 3 EASEMENT AREA, REC. NO. 9602081399 I I I I I I I I I DRAWINGS OF RECORD I . EXISTING DETENTION AND WATER QUALITY STRUCTURES AND PONDS i TO FUNCTION N C TI O N PER 1J�1! JJJ'�JJJ �JJ;J�'fJ��JJJ WILL CONTINUE (A HINDI T-E AN ORIGINAL DESIGN PLANS. NO VOLP8__� IE 12 CONC()9.63 —� MODIFICATION TO SYSTEM IS IE12CCNC(N=19.58 PROPOSED. C II I REQUIRED O R IE RIM=22(S - - IE 12" CONC(S)=19.91 — Ii IE 12'"CONC(N)=19.91 EXISTING - 1J ICB RIM=22.68 — �� IE 12"'CONC(S)=20.23 I - - - THE 12" STM LINE FROM THE EXISTING o IE,�°NC(,e'�°'3—' IE 12"CONC(SW)=20.30 — ��// CATCH BASIN IN THE DRIVEWAY TO THE BRI =2296 IE 12' CON (S)= 0.51 ---�_______-- f I IE 12 CON (N)=' 0.46 NEW CATCH BASIN AT THE SW CORNER OF - I THE NEW BUILDING WAS INSTALLED DESPITE ° I I 4's INSTRUCTIONS TO DELETE. ALL � REVISION � I � m RUNOFF IS ROUTED TO EXISTING I � II I I STORM WATER MANAGEMENT FACILITIES. m m Co I II I I I�I�I I III I _ I SERVICE - EXISTING 20.00' UTILITY EASEMENT — — I PROPOSED FOR VACATION, PER LUA-94-157-LLA, 9511299006 I I II II _ — �I I I -------- —-- -- 4 THESE DRAWINGS OF RECORD WERE COMPILED FROM SURVEY DATA, DATA COLLECTION BY OTHERS, AND PERIODIC OBSERVATION DURING CQ x CONSTRUCTION. IT IS SUGGESTED THAT THESE PLANS BE USED IN CONJUNCTION WITH FIELD VERIFICATION OF LOCATION AND ELEVATIONS OF IMPROVEMENTS IN QUESTION. THESE PLANS ARE AN 419 ACCURATE RECORD OF PUBLIC IMPROVEMENTS TO THE BEST OF MY ti INFORMATION, KNOWLEDGE, AND BE IEF. S-1ONAL SIGNATURE DATE D R I NF PLAd • 20 4• 80 HORIZ.Scale in Feet — IiN 1 111 K�1 N N1 I1� SO CB RIM=21.74 IE 12"PVC(NW)=17.64 IE 12"PVC(S)=17.74 C8 RIM=23.23 IE 12"CONC(S)=20.73 IE 12"CONC(N)=20.68 rd SHOWROOM & RETAIL I I I I I I I rTn LOT 3 0. Z /I� /��� 1 SQ —W — CB RIM=24.06 IE 12"CONC(N)=21.56 4— �� �� I11 I I I I I I SDMH RIM=21.92 IE 24" CONC(E)=14.42 IE 36" CONC.(N)=13.02 IE 30" CONC.(S)UNABLE TO MEASURE DUE TO BOX 3 I CB RIM=21.02 IE 12"CONC.(N)=17.92 CB RIM=20.86 IE 12" CONC.(SE)=18.46 I I I y Q Q W NOTE: _6_1 STORM/SEWER SHOWN HEREON WITHIN EAST VALLEY HWY ARE U PER RECORD ASBUILT DRAWINGS BY HORTON DENNIS DATED 11/1/94 0 I 2 SDMH RIM=21.83 IE 30" CONC (N)=12.73 IE 24" CONC.(S)=13.03 IE 12" CONC.(E)= CB RIM=21.67 IE 12"CONC.(NE)=19.47 I I i RUNOFF FROM NEW DEVELOPMENT IS DIRECTED TO PRE —DEVELOPMENT DISCHARGE LOCATIONS WITH IHF� 6 TO SOUTH CD L `o `D Co (!� N Lo — Cm Co Ci o o : 'c _ ,nm c M CD O C-4 cn CV o � O CD = �o 0) ti m 3 C3) U : s_ L- �O`n M :U) c' — (D ? m M n. a T C con. E 0 CD cn U N C 0) C w Q t' N Is c ' C. M wAg��� fC� xr 38115 sIONAL a u 0 O d LL to w o M L1J Z z g o Z (D z O IL w �//�� C00 O V/ t u O 11 IJ I p Q 00 00 w V) N �- W V) _ V O O 1�. Q .--i L � LJ w O � 0 H- g � cn � w O Z Z UO W O z Q O fr p� _o I O N v1 1 - o04 O I I W Ld N Of r >- m LLI 0 _J (� S in 0 Z Q J 0 O Z O Q n M..dn.� W u U i- \ TZ O M z z 0 f) Q U o 7 v m r o m o z o J w ^^ w N R-344412 NO. C4.2 PACE PROJECT NUMBER 09827 DWG FILE: P09827-DP /, I V� ! i_i S i i i/ // At n L-T 0 1 /'k - J 'i -1- _T/ ca'