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HomeMy WebLinkAboutDrawingsNOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. CHEDULE NOTES: E OLUMEo..0.30.6 E ft May 14, 2012 llI for the of VOL U E o. . 90� 6,8" 5.0 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BETWEEN THE.SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. BEND NOTES: B ft C ft E ft May 14, 2012 llI for the of VOL U E o. . 90� 6,8" 5.0 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BETWEEN THE.SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. BRASS CURB STOP WITH PLUG (REF) % � 0.9 Z 0.4 " 0,12' 6.5 2.5 1.5 1.2 4.0 purpose and comment under the authorit review Y of: 6,8- 2.0 2.0 FOR SINGLE SERVICE OR BETWEEN THE SERVICE - cnnnI c nein TUC unrc cno nnuoi c ecoInnc 5. ALL CONNECTIONS T0. BE COMPRESSION TYPE.. � �/'°Y 1.5 p , o 012 3.5 I n:.l:, O.._....._ r:. n c 1.2 BEND SIZE ft B ft C ft E ft G ft VOL U E o. . 90� 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 " 0,12' 6.5 2.5 1.5 1.2 4.0 1.0 45� 6,8- 2.0 2.0 1.5 0.9 1.5 0.2 o 012 3.5 2.5 1.5 1.2 2.2 0.5 22.5 '. 6 8" 1.5 10,12' 2.0 1.5 2.5 1.5 1.5 0.9 1.2 0.8 1.1 0.1 0.3 11.25 6,8" 1.0 10,12' 1.5 1.51 1.5 1 0.9 0.41 0.1 TYPICAL HORIZONTAL W > M N W2-02 Zco ry O cn THRUST BLOCK[W2-00� _ _ � � N WIDTH OF PAVEMENT U -T S-0" MIN. STRUCTURAL BACKFILL AREA Z c`> p Co 06 (D o Co C N ti ` W W Z � N 'ao 2 N CO (q TYPICAL HORIZONTAL W > M N W2-02 Zco ry O cn THRUST BLOCK[W2-00� _ _ � � N ID 0 _NOTE> U C� c d r 1. FOR MARE INFp�MA17ON 0 yyA7ER qNp gEw�R `INE CRppSggI GG SEEEE CITY GATE VALVE U Z O O `- STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONRUCTION W/VALVE BOX W W 0U _ 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BIORIj%SpE[RRRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 4. IP C RTY SI G A RO HA I L 0 I T TI S I TO pE C pg N q�yygy g LL gE N37p, LEp qg 7�{E Mq N I E N A N A BEND SUCH THAT THE CARRIER PIPE CAN BE ALLED ABQVE THE PARALLEL MAIA7I" . 2'-0" MIN. ENCASEMENT i 2'-0" MIN. WIDTH OF PAVEMENT ,co.�h. -T S-0" MIN. -.0m X N 06 O Y N C N ti ` W W Z � N 'ao 2 N CO (q '- _ ID 0 _NOTE> U C� c d r 1. FOR MARE INFp�MA17ON 0 yyA7ER qNp gEw�R `INE CRppSggI GG SEEEE CITY GATE VALVE U Z O O `- STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONRUCTION W/VALVE BOX W W 0U _ 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BIORIj%SpE[RRRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 4. IP C RTY SI G A RO HA I L 0 I T TI S I TO pE C pg N q�yygy g LL gE N37p, LEp qg 7�{E Mq N I E N A N A BEND SUCH THAT THE CARRIER PIPE CAN BE ALLED ABQVE THE PARALLEL MAIA7I" . 2'-0" MIN. ENCASEMENT i 2'-0" MIN. ° STEEL CASING CARRIER PIPE THE ENGINEER AS REQUIRED TYPICAL URBAN CITY STREET CROSSING 4-00 I C!) AQ SELECT MATERIAL WHICH IS FREE OF MATERIAL EXCAVATED FROM THE DITCH ( :NOTES: ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR Co ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED TO ABOTTOM OF SUB -GRADE PLACE METAL DETECTOR 1 • FOR BEDDING AND TRENCHING WITHIN ALL PAVED PLACE METAL DETECTOR IN FUTURE STREET MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A MINIMUM OF 24" AREAS SEE DETAILS FOR OPEN CUTSTREETS AREA ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMUM OF 24" OPTIMUM TO +47. OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PIPE 2, ALL BEDDING & INSTALLATION OF PVC PIPE SHALL ABOVE TOP OF PIPE AREAS (ie ... YARDS, PASTURES, EASEMENTS) AND TOABE IN ACCORDANCE WITH ANSI/AWWA STANDARDS FOR PVC PIPE. MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED$;,, rw 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN SELECT MATERIAL SHALL BE IN ACCORDANCE WITH ANSI jIAWWA C150/A21.50 „ OPTIMUM +4� pF OPTIMUM UNDER. NEW STREET " / Vivo PREAS. 4. CpMpACTION SHALL BE ATTAINED BY MECHANICAL . c c AQ © CEMENT STABILIZED SAND SELECT MATERIAL TAMPING. 6"=12" c 6"-12" `'�� ` %`�' "' '`" 5. RELATIVE COMPACTION SHALL BE TESTED IN THE `' Y `' PRESENCE OF THE CITY ENGINEER. • .•'•�sr ' ©. (MANUALLY ©GRANULAR MATERIAL • , �' n'• ©(MANUALLY MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE ^:'• .;�' CONSOLIDATE ,k CONSOLIDATE 6. DUST RESULTING FROM THE CONTRACTOR'S AT OPTIMUM OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC :� " AT OPTIMUM PERFORMANCE OF THE WORK, EITHER INSIDE OR ® MATERIAL AND WHICH; .WHEN TESTED BY STANDARD ,�` , OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED R MOISTURE) •n MOISTURE) C V LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: " `' ,:..,c •; . BY THE CONTRACTOR. 4' :•i� `::;t;: ",.:.,.:• MAXIMUM LIQUID LIMIT 45 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 �� UNDISTURBED SOIL PAVING OR PLATING PLACED AT THE END OF EACH PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 PIPR- - - O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 100 O.D. 8. SEE "OPEN CUT DETAILS" ST4 00, ST4 01 &ST4 02 THE MATERIAL SHALL BE FREE FLOWING .AND WHEN WET, SHALL R� WORKING DAY. I - 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 6 MIN./12 MAX. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL co DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET ♦J OPTION NO. 1 © CEMENT STABILIZED SAND 'OPTION NO. 2 IN LENGTH. NO BEDDING SAND IN THIS AREA.. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS C/) W4-02 0 GENERAL NOTES: N ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCKIISODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS _ W IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALLBE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE ' VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS SHEET NO. COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN, ESTAB IISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. WIDTH OF PAVEMENT S-0" MIN. ° STEEL CASING CARRIER PIPE THE ENGINEER AS REQUIRED TYPICAL URBAN CITY STREET CROSSING 4-00 I C!) AQ SELECT MATERIAL WHICH IS FREE OF MATERIAL EXCAVATED FROM THE DITCH ( :NOTES: ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR Co ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED TO ABOTTOM OF SUB -GRADE PLACE METAL DETECTOR 1 • FOR BEDDING AND TRENCHING WITHIN ALL PAVED PLACE METAL DETECTOR IN FUTURE STREET MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A MINIMUM OF 24" AREAS SEE DETAILS FOR OPEN CUTSTREETS AREA ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMUM OF 24" OPTIMUM TO +47. OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PIPE 2, ALL BEDDING & INSTALLATION OF PVC PIPE SHALL ABOVE TOP OF PIPE AREAS (ie ... YARDS, PASTURES, EASEMENTS) AND TOABE IN ACCORDANCE WITH ANSI/AWWA STANDARDS FOR PVC PIPE. MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED$;,, rw 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN SELECT MATERIAL SHALL BE IN ACCORDANCE WITH ANSI jIAWWA C150/A21.50 „ OPTIMUM +4� pF OPTIMUM UNDER. NEW STREET " / Vivo PREAS. 4. CpMpACTION SHALL BE ATTAINED BY MECHANICAL . c c AQ © CEMENT STABILIZED SAND SELECT MATERIAL TAMPING. 6"=12" c 6"-12" `'�� ` %`�' "' '`" 5. RELATIVE COMPACTION SHALL BE TESTED IN THE `' Y `' PRESENCE OF THE CITY ENGINEER. • .•'•�sr ' ©. (MANUALLY ©GRANULAR MATERIAL • , �' n'• ©(MANUALLY MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE ^:'• .;�' CONSOLIDATE ,k CONSOLIDATE 6. DUST RESULTING FROM THE CONTRACTOR'S AT OPTIMUM OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC :� " AT OPTIMUM PERFORMANCE OF THE WORK, EITHER INSIDE OR ® MATERIAL AND WHICH; .WHEN TESTED BY STANDARD ,�` , OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED R MOISTURE) •n MOISTURE) C V LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: " `' ,:..,c •; . BY THE CONTRACTOR. 4' :•i� `::;t;: ",.:.,.:• MAXIMUM LIQUID LIMIT 45 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 �� UNDISTURBED SOIL PAVING OR PLATING PLACED AT THE END OF EACH PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 PIPR- - - O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 100 O.D. 8. SEE "OPEN CUT DETAILS" ST4 00, ST4 01 &ST4 02 THE MATERIAL SHALL BE FREE FLOWING .AND WHEN WET, SHALL R� WORKING DAY. I - 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 6 MIN./12 MAX. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL co DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET ♦J OPTION NO. 1 © CEMENT STABILIZED SAND 'OPTION NO. 2 IN LENGTH. NO BEDDING SAND IN THIS AREA.. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS C/) W4-02 0 GENERAL NOTES: N ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCKIISODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS _ W IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALLBE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE ' VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS SHEET NO. COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN, ESTAB IISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. For Interim Review Onlv These se documents I have ■ P.I. _ PLASTICITY INDEX j L.L. = LIQUID LIMIT IF P.I. > 20 AND L.L. <_ 35, LIME STABILIZED SUBGRADE IF P.I. > 15 AND L.L. >_ 36., LIME STABILIZED SUBGRADE IF P.I. <_ 5,, CEMENT STABILIZED SUBGRADE ACCEPTABLE SOILS .OTHER NOT REQUIRE STABILIZATION THAN THOSE DEFINED BY THE LIMITS ABOVE DO PERCENT OF LIME OR CEMENT REQUIRED (BY WEIGHT): P.L. PERCENTAGE REQUIRED MATERIAL _5- I 5 CEMENT <25 5. LIME 26 TO 33 6 LIME 34 TO 40 7 LIME > 40 DETERMINED BY ASTM C977 : LIME Z z° r t0 UJW� M o w CV T- !- 0(0 O' N �. co U) fes• � m v % I,-:3 04 o Z LL� X (y) z c. W w�, � o L- X 0,c(/)w .� w o c ai �n Z o o J — _ 00On V" c U z o— www �� s ]r�4O =M- i i ■ For Interim Review __.Only QT(. POINT VALUE COMMON NAME BOTANICAL NAME SIZE POINTS -. 36 10 .150 (new) k Quercus Virginia 2.5" 1,500 3' Texas $tage (Greencloudi Sage) Leucophyllum Frutescens 5 gal' 78 3' Bamboo Muhly Muhlenbergie Dumosa 12 40 Crepe M' rile Logerstroemia Indica 1.5" 480 �. 42 40 Ex. Post ,Oak Quercus Stellata Varies 1,680 . 32 500 Ex. Post Oak Quercus Stellata Varies Barricaded 0>8 16 000 ' 4 35 Ex. Shrub Trees Varies Varies 140 2 200 Ex. Shrub Trees VariesVaries 400 Barricaded 0>4 TOTAL PROPOSED LANDSCAPING 20,200 STREETSCAPE: POINTS PER PROJECT AREA: 509/2520.4 Canopy Trees 217,408 S.F. 509/50 x 300 Pts. = 3054 Pts. 217,408/1000 = 217.4 217.4 x 30 = 6,522 TOTAL POINTS REQ'D = 6,522 + 3,054 = 9,576 QTY. SPACING COMMON ME BOTANICAL NAME SIZE "�y { 1�' 36 25' Live Oak 11 Quercus Virginia 2.5" 126 3' Texas $tage (Greencloudi Sage) Leucophyllum Frutescens 5 gal' 78 3' Bamboo Muhly Muhlenbergie Dumosa 5 gdl. �. U Island No. 5q. Ft. f ,eq'd. Sq. Ft. Extra Sq. Ft. 1 598 (I 180 418 2 746 360 386 3 987 180. 807 4 319 180 139 5 227 I 180 47 Sum of Ex4a Area 1797 Island Area Req'd Interior Parking For 30 Spaces 360 .o z m _^ o00co 00 U' co Z_ z°co W ti �t (V z Z (j '0 CO :3 co N . Island No. Sq. Ft. (Req'd Sq. Ft. Extra Sq. Ft. 1 598.. 180 418 2 746 360 386 3 - 987 180 807 4 319 180 139 5 227 II 180 47 Sum of b �ro Area 1797 Island Area R Interior Parkii q'd For 30 360 g Spaces U 0 o co Z co o0 C� •- M co M Z d. z mto W a°'i rn . o: � 4 W Z > CO: 0) N Z. 0(0 2 u CO (n ''C N 0 ry oo to t Island No. Sq._ Ft. Req'd Sq. Ft. Extra Sq. Ft. 1 598 180 418 2 746 360 386 3 987 ( 180 807 . 4 319 180 139 5 227 180 47 Sum of E Ora Area 1797 Island Area _R Interior Parki q'd For 30 (g Spaces 360 Uq 0 M Z CO 0 100 ch Z Z° i� 0) W z ry `. N Oce 00N ry QTY. POINT VALUE COMMON NAME BOTANICAL NAME SIZE POINTS O 10 150 Live (new) �k Quercus Virginia 2.5" 1,500 W 12 40 _ Cre( Myrtle new) u Logerstroemia Indica 1.5" 480 42- 40 Ex. Post Oak Quercus Stellata Varies 11680 ge Sage) 32 500 Ex. Post Oak Quercus Stellata Vanes Barricaded 0>8 16,000 Muhlenbergie Dumoso 4 35 Ex. Shrub Trees Varies Varies 140 1144rr..�JJJ Varies Barricaded 0>4 TOTAL PROPOSED LANDSCAPING 20,200 STREETSCAPE: POINTS PER PROJECT AREA; 509/2520.4 Canopy Trees 217,406 S.F. 509/50 x 300 Pts. = 3054 Pts. 217,406/1000 = 217.4 217.4 x 30 = 6,522 TOTAL POINTS REQ'D = 6,522 + 3,054 = 9,576 QTY SPACING COMMON NAME BOTANICAL NAME - SIZE O 0 36 25' Live 04 U. Quercus Virginia 2.5" '% 126 3, Texas S (Greencloud ge Sage) Leucophyllum Frutescens 5 gala 78 3' Bamboo Muhly Muhlenbergie Dumoso 5 gal, O U. ■ V QTY. NT VAII COMMON NAME BOTANICAL NAME SIZE POINTS' 01 10 .150 25' Li`iWk ne) I Quercus Virginia 2.5" 1,500 . 12 40 Crepe IM rtle (new Logerstroemia Indica 1,5" 480 jj 42 40 Ex. Post Oak li Quercus Stellata Varies 1,680 32 500 Ex. Post Oak Quercus Stellato i Vares 16,000 ' / Barricaded us>8 4 35 Ex. Shrub Trees Varies Varies 140 2 200 Ex. Shru b Trees Varies Varies 400 Barricaded 0>4 TOTAL PROPOSED LANDSCAPING 20,200 STREETSCAPE: POINTS PER PROJECT AREA: 509/25 = 20.4 Canopy Trees PROJECT AREA 217,408 S.F. 509/50 x 300 Pts. = 3054 Pts. 217,408/1000 217.4 217.4 x 30 6,522 TOTAL POINTS REQ'D = 6,522 + 3,054 = 9,576 QTY. SPACING COMMON NAME BOTANICAL NAME SIZE 01 36 25' Live Oak Quercus Virginia 2.5" 126 3' Texas (Greencloud (Sage Sage) Leucophyllum Frutescens 5 gal. 0 783' Maiden Gross Miscanthus Sinensis 5 gal. O ■ tee• �v ccs QTY. POINT VALUE COMMON NAME. BOTANICAL NAME SIZE POINTS 36 10 150 Live kC 40 Quercus Virginia 2.5" 1,500 3' (Greencloud Sage Sage) Leucophyilum Frutescens f 78 ' 3' rj W 12 40 Cre(nein vv��Il rtle Logerstroemia Indica 1.5" 480 �. 42 40 Ex. Posi Oak Quercus Steliato Varies 11680 32500 Ex. PastOak Quercus Steilata, Vanes Barricaded 0>8 16,000 4 35 Ex. Shrub Trees Varies Varies 140 2 200 Ex. Shrub Trees Varies Varies 400 Barricaded 0>4 TOTAL PROPOSED LANDSCAPING 20,200 STREETSCAPE: POINTS PER PROJECT AREA: 509/25 = 20.4 Canopy Trees PROJECT AREA =217,408 S.F. 509/50 x 300 Pts. = 3054 Pts. 217,408/1000 = 217.4 217.4 x 30 = 6,522 TOTAL POINTS REQ'D = 6,522 + 3,054 = 9,576 . -QTY. SPACING COMMON I�NAME BOTANICAL .NAME SIZE { �•� 36 25' Live Oak Quercus Virginia 2.5" .Texas 126 3' (Greencloud Sage Sage) Leucophyilum Frutescens 5 gal. 78 ' 3' Maiden Grass . Miscanthus Sinensis 5 gal. i I'i y T O U . CL