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S-96-4.5T T s] LJ i 30 20 m om o �a 36+00 6,NX6,W R.C.B. O( O O _... -- ID z< �W w J � C U n 37 +00 APPROX. SURFACE OVER P /PE ¢ 0 3 �m N ME — -- - - W W - T T _ - ` � p•►,. h = � to 2 H R Z NTA 1 - } - _ O I Q L 40 l VERTiCRL 1 - 4 38 +00 _,. 39 +00 40+00 41 +00 WASHINGTON AVE. E. 43 +OOSTA 42 +89.1 44 +UO /2A.GP. DELAWARE PL. - MC.H/DI STA. E004RoN 6 _. . t:C S %4 42t5E07¢ 0(/2��NKD) =1 CG 0 STA.38f6T (c "A.C,P - M.C.UD . EC 6TA42*50 3 ". - - �— /4 - O ct.T6sT O -. Qz _ Tr) U) H CA - G /2 I M - - — ' w J 4'6 E - 1 -�j-- Q U N 3sto6.22 / C.P. C. , uc ._SM�` a,- - - STA. 36-1-00.-00 END STEM WALL 3' ro" C.L. FENCE • SEE Sy6E'T 37 FORr�',?Ap /NC7 PLAN MESA VERDE COUNTRY CLUB — R>CMOVE RECOiKiTRUGT 5UN/T6 O/z.9lnG9s� br/Cy !/✓ /c /NO. - PROTECT RAC E /N I°LAC&- ✓FUA M/T METi/OO LV= SG�i°i°rJRT 7C> lwc,4.& OWNER FAR �'i�OFROY'`+L . CAPE VERDE PL. GISLER PLAN SCALE. ED 111= 401 AVE NUE IL PIPE CURVE DATA O R L-4— rAN. E 230.00 90,R C. P. 23./9' I 90 "R C. f? 20 . _ _ _ , = o. Do037 S =O. DD037 ' S: O. 4 o ' _ , _- abt o 1-0 - - -- - - W W - T T _ - ` � p•►,. h = � to 2 H R Z NTA 1 - } - _ O I Q L 40 l VERTiCRL 1 - 4 38 +00 _,. 39 +00 40+00 41 +00 WASHINGTON AVE. E. 43 +OOSTA 42 +89.1 44 +UO /2A.GP. DELAWARE PL. - MC.H/DI STA. E004RoN 6 _. . t:C S %4 42t5E07¢ 0(/2��NKD) =1 CG 0 STA.38f6T (c "A.C,P - M.C.UD . EC 6TA42*50 3 ". - - �— /4 - O ct.T6sT O -. Qz _ Tr) U) H CA - G /2 I M - - — ' w J 4'6 E - 1 -�j-- Q U N 3sto6.22 / C.P. C. , uc ._SM�` a,- - - STA. 36-1-00.-00 END STEM WALL 3' ro" C.L. FENCE • SEE Sy6E'T 37 FORr�',?Ap /NC7 PLAN MESA VERDE COUNTRY CLUB — R>CMOVE RECOiKiTRUGT 5UN/T6 O/z.9lnG9s� br/Cy !/✓ /c /NO. - PROTECT RAC E /N I°LAC&- ✓FUA M/T METi/OO LV= SG�i°i°rJRT 7C> lwc,4.& OWNER FAR �'i�OFROY'`+L . CAPE VERDE PL. GISLER PLAN SCALE. ED 111= 401 AVE NUE IL PIPE CURVE DATA O R d L rAN. E 230.00 11936's1" 9!2.22' 23./9' CONSTRUCTION NOTES 0 CONSTRUCT 90" R.C.P. WITH TYPE I BEDDING O5 CONSTRUCT 6.0'(H) X 8.0'(W) R.C.B. PER DETAILS ON SHEET 34 O9 CONSTRUCT REINFORCED CONCRETE TRANSITION STRUCTURE AT STATION 40 +40 PER DETAILS ON SHEET 24 14 CONSTRUCT 84" I.D. MANHOLE ON 90" R.C.P. SEWER PER DETAILS ON SHEET 21 OREMOVE AND DISPOSE OF EXISTING A.C.P. WATER MAIN OVER SEW =R EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND 5.0 FEET MINIMUM BEYOND EACH SIDE OF THE SEWER TRENCH. JOIN DETAILS TO BE APPROVED BY MESA CONSOLIDATED WATER DISTRICT. 52 REMOVE AND DISPOSE OF EXISTING TREES. SEE SECTION 113 OF THE DETAILED SPECIFICATIONS. 53 CONSTRUCT 3' -6" HIGH CHAIN LINK FENCE ALONG TOP OF STEM WALL PER DETAILS ON SHEET 34. 55 THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR RELOCATION OF EXISTING 4" GAS LINE INTERFERING WITH NEW STRUCTURE AND SHALL INCLUDE ALL COSTS ASSOCIATED WITH THE GAS LINE RELOCATION IN THE CONTRACT UNIT PRICE FOR WHICH SUCH WORK IS APPURTENANT THERETO. No Ci77i4 ' m FtD 6tlOS7 t �Cfkl\ awe