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HomeMy WebLinkAbout4877-12-o 0 � o 01 N O O 01 00 W � N n W = z z X 0 r•' D T Z CD c� o � a CID c0i 0 CD U 2.i M. 0 0 0 CJt I O I z 0 x I s N I a. PRESSURE LOSS CALCULATIONS . VALVE # U/2 GPM 30 WATER METER (1 1/211) 1.2 SERVICE LINE - GATE VALVES 1.2 BACKFLOW PREVENTER 12.0 MASTER VALVE 1.3 VALVE 3.84 MAINLINE (300 @ 2") 2.0 LATERAL LINE 4.2 ELEVATION CHANGE (UP GRADE +10') +4.3 TOTAL PRESSURE LOSS 28.84 10 % RESIDUAL PRESSURE REQUIRED 2.9 MINIMUM OPERATING PRESSURE 30 DESIGN PRESSURE REQUIRED 61.74 AVAILABLE PRESSURE (P.O.C.) 99.59 RESIDUAL PRESSURE REMAINING +37.85 IKKIUA i ILAN uc�iui\l CRITERIA - U Name of Water Supplier: West Valley Water District 3/04/05 / Pressure Given By: Lon Tsai @ Engineering (909) 875-1804 HGL - 1884 HIGH -32' LOW ZONE 6 HIGHEST ELEVATION ON THIS SYSTEM 1659 97.43 PSI LOWEST ELEVATION ON THIS•SYST 165 99.59 PSI EM 4 WATER METER ELEVATION = 1654 99.59 PSI Contractor shall verify the static water pressure with supplier // / / M prior to installation. If different from PSI noted above Contractor p U to notify Owner for instructions. Failure to do so will result /// / 1" 1 in contractor being responsible for changes that might occur. // / ` S.F. , Call Underground Service Alert @ at least 2 days before you dig Know whars below. Cal before you dig. / x /14 ♦ / / ' / 24d • of p'�� 21 u ,., GCS / i M / 1' / ,. a/411III 13 / / / �e�� 11� H1�o'iPJ S.F. vv / \ � .3/4 11 j / 2 S S.F. ° o ' •' /%% o °° ° 1,,4.. III .•�� • �;� // / / / 1" 13."i • 20 U 10 1620 S.F. M vv vv / 3/4 vv vv / j M \ / 9 U vv vv / ;\ / / / vv vvv ` / / 19 U 11� I9 v v v r vv vv S.F. v v vvv ~ / / j v v v- \ / / / VV v / J / 30 S.F. • /� v v vvv A v v v •�• ! ! • / , / , / v v v v vvvvv `-, '`��\, / �• `~ vv � vv v vv Q / vvv v vvvvv `• vv vv / / r vv vvv •�/4u \ �� / / VV ,///�vvv v �. vv / ( vv 00° / i.••• \�\/' vv / /\ v v vvv ,• ��� i / VV VV /f 11 / i�vv vv ' ' / L vvvvv / \ �� / / // / �t ov vo° vvvvv vvvv ° v° ° v vvv v vvv v v vvv vv vvv v \/ � / / � , • 1�`., '7•. ! / / vvv v / ' ; / /. vvv v vvv / / 11,411 CONTROLLER: 'U' STREETSCAPEI / / // v V ° �( CONTRACTOR TO INSTALL. TORO ESB36-U2-MPEA-161 OK -0B1 -VRA / / �/ .•''/4" "! ! CONTROLLER. COORDINATE LOCATION WITH CITY INSPECTOR./ / / / /// '•• LOCATE CONTROLLER IN AN APPROVED STAINLESS STEEL EDISON / / // .' 3/4u ` METER BOX ENCLOSURE PER CFD STANDARDS./ / ! j VERIFY LOCATIONS WITH THE CITY INSPECTOR PRIOR TO PURCHASE /// ^. OR INSTALLATION OF THE ENCLOSURE. SEE SITE ELECTRICAL PLANS //j PRIOR TO STARTING JOB. / / / /// qe� 10 15a4. 1430 S.F. •�\ ~-,�_~ POINT OF CONNECTION: U 1 1/2 WATER METER, REFER TO CIVIL PLANS. CONTRACTOR > TO INSTALL A 1 1/2 FEBCO 825Y REDUCED PRESSURE TYPE / BACKFLOW PREVENTER AND LOCATE IN A LEMEUR VANDAL- / ;/ 211 / RESISTANT STEEL MESH ENCLOSURE. COORDINATE LOCATI N / / ' / o o° vv vvv WITH CITY INSPECTOR. (SCREEN WITH SHRUBS) \ / / / vv vvv :.•' \ RESIDUAL PRESSURE: 37.85 P ! o ° o o °° / \•. / \ \ vv vv \ DESIGN PRESSURE: 61.7 //PSI / 0 0 MAXIMUM DEMAND : 19/ G „ ° , ° ° „ \:. / vv vvv r; \ 39/ / \ \ `\. ``, � � v v vvv y \ \\ v vvv / { v v v v v / v vvv vvvvv 4 .»..// / `+\`° R11V° / 15 ' �` `~' `•.. / / . / 2 �5 S.F. � '411 �' \ f \ SE A T� ~~PREPARED FOR '-.. ol \ VIENNA,, LANE ENTRY 1420 S.F. / I / �,4M U .I 3/411 % .2 5 S.F. \ / � •~._. /// / v vvv / 914 v 17 vv / t �•. \ / v vvvv vv vv /•' UO <. % \ ..\j j:• v vvv vv vvv / v vvvv ` v vvv \. vv vvv / vv v , / \ \' /: vvvv �. • �,'•• '\ \. /C� 12 x 4& 0 0 0 0 '7'77 vv v / \ vvvv oQ�\ // / / / �// vvv / l ''\ \ / ••\ 5 / / / r \ I I /411 \ / \ ,IN M // / �\ vvvvv \\ \\ ♦ //;/ / III 15 vvvvv 0 0 o v V 000000 / • /� � `\\ \`\/ /� v vv 3 oo° ooNV vv / /` / vvvvv .'• \. i \ / vv v vv vv / 12 U I.'i ol 0505 FOR IRRIGATION DETAILS, NOTES & N X�' �E LEGEND SEE SHEET L9 & L 10 3,a C9 U � SHEET KEY . DATE 9/7/10 . . . . . ..... ....... ...^.......:......... . i.............. ..- .......... . . . . . . .... . L11 �; s " •ter <P. i r/ tl O SUMMIT AVENUE CITY OE FONTANA LANDS CAPE PLANS MWN BY' KNOX AVENUE - SOUTH SIDE VIENNA LANE TO CITRUS AVE IRR/ ION PLAN AS SHOWN DESIGNED BYt DATE' CHECKED BYs VED—BYE DWG. W.i 12 CITY ENGDNEER R.C.E. 51152 EXP. DATE 48772 6 S 1 T F S C A P - E S Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA—#2782 (949) 644-9370 (714) 210-3140 FAX N0. REVISION A 10-14-10 -PLAN CHECK . coon � O mow+ �2)cc 00 wQZ�� �o E,0 VOkDSCAPf P0 W 2782 NRE to /I r1to uff •� F CAL DVM CHK DATE 9/7/10 JOB # OS -019 L11 OF 25 t /X I