SU-3269 - Laserfiche WebLink

Home Browse Search

APPROVED BY: LINDEN COUNTY WATER DISTRICT GENERAL MANAGER DATE: LINDEN COUNTY WATER DISTRICT SANITARY SEWER FORCE MAIN STA. 41+00 - 53+12.39 LINDEN, FLOR RANCH UNIT NO. 1 CALIFORNIA REVISIONS ■ MCR Engineering PLANNING ENGINEERING •SURVEVING 322 Sen West Place • Manteca, CalNornle 95337.4347 12091239.5229 FAX 12091239.8839 JOB NO. 98105 DAIS FEBRUARY, 1999 SCALE AS SHOWN DR. BY MH CK SY JR RLE J.•\98105\SSFMPP-4 SHEET NUMBER 17 oF 21 I EXlSTI G PA EM EXISTING PAVEMENT COB CONTRACTOR SHALL L TION OF EXISTING S7NGTRULITTON AT C€NT€RLIN€ - - FIBER GIVE AND GAS MAIN PRIOR TO I I I � —_— — �.— —1— —'-1094 I _ I S I 90 90 o, � i I 86 ;_ I � _ t t i G I 86 82 05 Hoviv� — I I I 82 LF. - IN 1 - _ 78 I i 78 74 4o I I I I I I I I I I I I I 74 70 I I 70 I 66 I 66 �2p � I I I I I I I �,� Cj rk I ' DRAWING SCALE• 40' HORIZONTAL L - 111 = 4' VERTICAL 41 42 43 44 45 46 47 48 49 50 51 52 0 II AY 26LAJ NI�,� Alt ST \ \ \ �\ \ \ 1EXISTING \ 6" SANITARY SEWER FORCE MAIN EXISTING 6" SANITARY i \ \ \ \\ \\ SEWER FORCE MAIN EXISTING EDGE OF PAVEMENT „ CONNECT TO EXISTING 6 J �I \ \ EXISTING EDGE OF PAVEMENT PROPOSED 8" SANITARY ASBESTOS COATED FORCE MAIN \� \ PROPOSED 8" SANITARY � � \ SEWER FORCE MANN SEWER FORCE MAIN R1. C) y PP 4 +00 43+00 44+00 45+00 46+00 W 47+00 48+00 49+00 50+00 51+00 52+00 53+00 53+12.39 \PT 26A_ - - - - - - - - - - - - — - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - -- - >x + PP A \ pP, ' CONSTRUCTION CENTERLINE P, PP% CONSTRUCTION CENTERLINE EXISTING EDGE OF PAVEMENT PP' INSTALL GATE VALVES ON � EXISTING EDGE OF PAVEMENT STANDARD MANHOLE FLOOD ROAD " „ 6 AND 8 FORCE MAIN \ 1 GRATE AND FRAME BACKFILL WITH MATERIALS EQUAL TO OR SETTER THAN 7HE AND BAS OUALITY. NEWPAVEMENT VEM SHALL BE 1" THICKER THAN EXISTING PAVEMENT, MINIMUM OF 0.25 FEET. NEW NOTES 114"x5" SQ. STEEL PLATE ATTACHED TO BASE SHALL BE I" THICKER THAN EXISTING 2" P.V.C. WALL WITH 1/8" RED HEAD ANCHOR BOLTS BASE, MINIMUM OF 0.5 FEET 1. RELATNE COMPACTION OF MATERIALS SHALL BE TESTED IN 2" STEEL PIPE EXISTING PAVEMENT ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPT. OF AIR RELEASE VALVE SUPPORT (LENGTH AS REO'D.) TRANSPORTATION TESTING MANUALS, TEST METHOD NUMBER SEE DETAIL AT RIGHT < CALIFORNIA 216 AND 231. CRISP MODEL SL20B AIR RELEASE VALVE -_ 2" GATE VALVE 2. ALL EXISTING PAVEMENT SHALL BE NEATLY CUT TO LINE PRIOR NOTES. " MECH. JOINT W/ 2 NIPPLE 1/4"x3" STEEL PLATE PIPE CLAMP COMPACT IN 12" MIN. LAYERS TO TO TRENCH EXCAVATION. 1. ALL EXISTING UTILITIES SHOWN WERE PLOTTED FROM RECORD INFORMATION 8"X8"X8" TEE 2- 1/2" GALV. BOLTS NUTS,A MINIMUM RELATIVE COMPACTION 3. JETTING OR PONDING WILL BE PERMDTED WITHIN THE STREET AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND ADDITIONAL "U.S.A." STANDARD MANHOLE SECTIONS k WASHERS OF 95% UNDER PAVEMENT AND RIGHT OF WAY WITH A 3 -YEAR BOND. CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPER4TIVE THAT 8" DUCTILE IRON PIPE 90% OUTSIDE OF PAVEMENT LOCATING SERVICES, LOCATE AND MARK UTILITIES PRIOR TO THE START MANHOLE WALL — - - - - - - - - - 4. WHEN SHOWN BY SOIL COMPOSITION AND COMPACTABILITY, 90% OF EXCAVATION. COMPACT IN 24" MAX___7_7_7_7_7__7_:___.7__7_7_COMPACTION MAY BE USED, WHEN APPROVED BY THE DIRECTOR VAL VE SUPPORT LAYERS TO A MIN. RELATIVE - COMPACTION OF PUBLIC WORKS. • 2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING OF 85% UTILITY CROSSINGS AND SERVICES 8" P.V.C. (TYP)� 8" P.V.C. (TYP) N.T.S. 5. SPECIAL BEDDING REQUIREMENTS MAY BE SHOWN ON THE PLANS • J. ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLE RESPONSIBILITY OF FLEX/BLE COUPLING FLEXIBLE COUPLING FLOOR DRAIN OR SPECIFIED IN SPECIAL PROVISIONS • THE CONTRACTOR. „ 8 DUCTILE IRON PIP 2" CIP THROUGH SAND COMPACT IN 6 LAYERS TO 6. SHOULDERS SHALL BE AS SHOWN ON THE PLANS OR SPECIFIED IN THE „ 6 DRAIN ROCK A MIN RELATIVE COMPACTION / SPECIAL PROVISIONS BUT IN NO CASE SHALL THE SHOULDER BE LESS OF 90% a q THAN THREE FEET WIDE AS MEASURED FROM THE EDGE OF PAVEMENT ►2- 22" `� , PRESSURE MANHOLE N.T.S. APPROVED BY: LINDEN COUNTY WATER DISTRICT GENERAL MANAGER DATE: LINDEN COUNTY WATER DISTRICT SANITARY SEWER FORCE MAIN STA. 41+00 - 53+12.39 LINDEN, FLOR RANCH UNIT NO. 1 CALIFORNIA REVISIONS ■ MCR Engineering PLANNING ENGINEERING •SURVEVING 322 Sen West Place • Manteca, CalNornle 95337.4347 12091239.5229 FAX 12091239.8839 JOB NO. 98105 DAIS FEBRUARY, 1999 SCALE AS SHOWN DR. BY MH CK SY JR RLE J.•\98105\SSFMPP-4 SHEET NUMBER 17 oF 21