Loading...
PG2019-0010J 0 3 a R . PRIVATE STREET RIGHT-OF-WAY 24" 9" TC ELEV 1Y2. �I — R=1Yz" I.. R=3 c d i R=y.� F[ELEV -� d ° d < a 4e 4 e . YP a •da y, J 4' e 33" SURFACING DETAIL NOTES: CONCRETE SPECIFICATIONS PER CITY OF LA QUINTA STANDARD 200 2.03 CU.FT. / L.F 1 CU. YO. = 13.25 LF 1. MINIMUM PERMISSIBLE GRADE IS 0.50% UNLESS SPECIFIC APPROVAL JS GIVEN BY THE CITY ENGINEER PRIOR TO DESIGN. 2. IF AN EXISTING EXPANSION JOINT IS 10 FEET OR LESS AWAY FROM THE DIMENSIONED - JOINT, REMOVE. EXISTING CURB TO THE EXISTING EXPANSION JOINT IN LIEU OF THE SAW CUT. 3. Yz" THICK EXPANSION JOINT PER CITY OF LA QUINTA STANDARD 200. 4. SIDEWALK OFFSET FROM BACK OF CURB IN PUBLIC RIGHT-OF-WAY. REVISIONS DEPARTMENT OFPUBLIC WORKS STANDARD No. I BATE ENGINEERING DIVISION PLAN No. -- "MOTH BY: 211 Zt o4 6" WEDGE CURB O ON, P.E. DATE SHEET f TROWELED ROUND TOP 6"0 GALVANIZED PIPE - GROUTED FULL AND PAINTED W/ 2 COATS OF HIGHWAY YELLOW PAINT /_BOLLLAERDONC AWAY FROM �I ** CONCRETE V. FOOTER ** CONCRETE SHALL CONSIST OF TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER/CEMENT RATIO OF 50% USING A 4000 PSI CONCRETE DIAMETER MIX (CBC TABLE 19-A-4). CONCRETE BOLLARD DETAIL NOT TO SCALE DEMOLITION NOTES OUANTITES A❑ REMOVE EXISTING A.C. PAVEMENT 40 S.F. �B REMOVE EXISTING CONCRETE CURB 40 L.F. © SAWCUT EXISTING PAVEMENT 46 L.F. CONSTRUCTION NOTES ❑D CONST 3" A.C. PAVEMENT OVER 4.5" CRUSHED AGG BASE PAVEMENT SECTION 40 S.F. �E CONSTRUCT 6" WEDGE CURB PER CITY OF LA QUINTA STD DWG 200 & 211 25 L.F. �F CONSTRUCT TRANSITION CURB PER CITY OF LA QUINTA STD DWG 205 15 L.F. © CONST 24 WIDE X 47 L.F. ALL WEATHER FIRE ACCESS DRIVE WITH 6 CLASS 2 AGGREGATE BASE OVER COMPACTED NATIVE SUBGRADE. 1,200 S.F. �H CONSTRUCT CONCRETE BOLLARD PER DETAIL ON THIS SHEET. 5 EA. ❑I INSTALL RED PAINT ON CURB WITH 3w MIN. WHITE STENCILING NO PARKING - FIRE LANE - CVC 225000.1" SUBJECT TO FIRE MARSHALL FIELD APPROVAL 1 EA. EXISTING CURB AND GUTTER LIMIT OF CURB REMOVE AND REPLACE CONSTRUCT 10',,CURB TRANSITION FRI CURB AND GU1,0TO WEDUE _CURB,_, SAWCUT AND REMOVE 19; A.C. -EXISTING SEWER LIFT STATION FACILITIES 9 3 I i • .—_ ._.. ----- t, 47' C ' H ; HIDDEN RIVER ROAD _ _ N PROJECT MAP NOT TO SCALE CONSTRUCT 15' CURB S1T1QN ' w- __.._..._.___ ._ ____WEDGE CURB TO EXIS G CURB AND GUTTER F ANDTING WATER BAC FLOW EIC - 1 1 � (�-------- AND LIMIT OF CURB REMOV + _ .__ __...__.-__, I_ _. _. _...w ,.____.1 _ __.._.__--- j REPLACE I __._ SPA l' A _ EXISTING TRASH ENCLOSU E PER 16 03 w" — APPROVED PH2 GRADING LAN I n F PLAN SCALE: 1" = 10' 81" �20 397 FEET NO. REVISION APPROVED DATE " 11 APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA SHEET O CITY ER LA QUINTA CONTROL SURVEY MONUMENT QyOFESS/p The PAM D Fred Waring Dr., Ste. 7z NUMBER 156, 2" BRASS DISC, FLUSH, IN TOP OF p k4� Palm DesertCAf. 7 60 1 �J/ o CURB STAMPED "CITY OF PALM DESERT BENCHMARK RUN A'tV t.760.346.4750 f.760.340.0089 #131". LOCATED 84 FEET SOUTH OF THE E.C.R. OF y e9�� i3GGroup PRECISE GRADING IMPROVEMENT PLANS TheAltumGroup.com ARTMENTS DIAL TWO WORKING THE SOUTHEAST CURB RETURN AT THE INTERSECTION w No. 58394 �^ ENG N AP WASHINGTON STREET RI G � PLANNING � SURVEY � ENVIRONMENTAL OF 1 SHTS BEFORE DAYS BEFORE OF WASHINGTON ST. AND AVE 42. / �y FIRE TURN -AROUND MODIFICATION EXHIBIT YOU DIG YOU DIG Exp.12/31/20 �!` v1 BASIS OF BEARINGS PRE 1 I ER THE UPERVISION OF: BRYA MCKINNEY DATE BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST c/3 CN1L �P CADD FILE NAME TOLL FREE 1-800-227-2600 THE WEST LINE OF SECTION 18, ALSO THE CENTERLINE 0 9TFOF CALF JUNE 6, 2019 CITY EE491418R OF LA QUINTA EXPIRES 9/30/20 FOR: A PUBLIC SERVICE BY WASHINGTON STREET, BEING N00"08'48"E AS SHOWN ON RCE 94 EXP 12/31/20 DATE WASHINGTON STREET APARTMENTS, LP UNDERGROUND SERVICE ALERT RECORD OF SURVEY RS 133 58-59. JAMES R. BAZUA ofoo- PIcjsr-)