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HomeMy WebLinkAboutDrawingsEXISTING MANHOLE RIM=343.60 0)�' FL=340.60 r U) EXISTING 6" SEWER LINE - U) I I� )SED � LiNE I C�7 PROPOSED ADA SIDEWALK RAMP � I I rn W Q I OEM GATE WAX LEAF LIGUSTRUM OR EQUIVALENT SCREENING SHRUB AE -AE -AE -AE -E AE AE AE AE 19 R 11 5- S-6 S 6 - S-6 -6 - S-6 -u S 6 -- S S --S-6 6 S6 n n n 3n 3n 3n 3n aaaaaa „ a U U U E E E UE UE UE UE UE UE UE UE UE UE UE UE UE UE - --- - UE UE UE UE UE UE ;UE; UE U UE TRANSFORMER & SWITCH GEAR a ' ' ' ' ' ' ' • ' , WILL BE SCREENED BY LANDSCAPING ; AT -GRADE PLANTING -BED AREAS _ - _ a a a a a a -- -- -- TS ' I ' ,WITH ASIAN JASMINE GROUND COVERAND ANNUAL PLANTINGSi5TT ST ST - ST ST T ST ST - ST - ST ST ST ST - ST ST ST ST PROPOSED PRIVATE IRRIGATION LINE WITH SLEEVES UNDER SIDEWALK' SEE IRRIGATION PLAN N ST ST - ST - ST ST ST - ST - ST ST - ST ST ST ST - ST - ST ST ST 10 5 0 110 SCALE IN FEET FOR DETAILS I (I Vy-- ST ST ST - ST ST ST ST - ST ST ST - ST - ST S7 ST ST ST - ST � in _ �� I BED GRADEPLANTINGPLANTING �- ST ST ST GRASS SOD ST - ST - ST ST ST ST ST ST ST ST - ST ST -v~i (( AREAS (TYP.)1//-II WITH ASIAN JASMINE GROUND COVER AND/ANNUAL PLANTING II g ST ST ST-- ST ST ST ST ST ST ST ST ST ST ST S7 ST ST II ; ST - _T ST ST ST ST ST " ST ST ST ST ST ST ST ST ST ST ST a a ,aea aaa„ -- n a y-,e,aa.aee as as S T _..>•. .-�. :, _ z.s. �,. :� ,•, : J n n a a a •- J, ?-a `. .-7:F;r'ac. `4r:i-;w C.;i�':v:•`•...4• .r..._1,:..,a'-: i•�i-''< z , '�- e ,aaa � - <:.: .:C . _ -;�:• off' '> , _ �^:,,. 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',.s -•v- a'r •:g .:ate :J_�C`. �':i'' .i:. u..:�:.r: .ifi.:.y' . `r-,';-.iY-,:'.-<: r<.'- C'y.': :'4 •.T;7_�:a :� r"j.'`:4 :•a :s:�::.: :t,;�.t.-,�� r:x <.t_G;iaNr: -' •I a �' :,.�='; :::.. a a p - " , r•: -e•f IL'I'.y: _+.'_Jy T.f..t:l. - - �(-.1�-X.4 D � DO NOT ENTER- � .r� sit. �. ..4 S.. .?.. ^: s.- ��„'.:i-.^-�. fir':. -,d• -:..yr. .:,f. e.,: i..;i ••_S �%-ui••':,� d EXIT ONLY SIGN D .PROPOSED ' RELOCATED 1 ' STORM a INLET D D ' d � a 1 as PROPOSED 6 SEWER SERVICE; ; , 1' r y , - r., .:y-%r.t:, `t: ice•: '�r Ef. ::c<.t ?',;.✓.�%.. %`T is - -' %y= .S.i:'ry`1•;::.+'. -' .'.xs-.i•:r' ii'T. - Y` iv "?�,-t. FR fil d. d - - .. D D A p./�✓t:- u':.ra =?,F Wit... _,.. r: S' .D ' De -�•• 'p p: '° ° ?D[ 'S; _•,�.J,:.-,. P� r .r D -t DEll C D A . D i t_ii :..:/ f• r...:i.f'}< }•: .•D 'D d A ..p D 9 d D' - D. - _:�•rJ•� :r.Y",-..: r'^J_P�::;.:��rs-� n ST as ,,, a,aaan,ea,aaaaa,aaaaa I I I D '°� �° Si a=a -? a . , , a a , , n `� I I I I .<♦ . / :r.r .T f,zi ...-:.::: ST (- 10 sm AT -GRADE PLANTING p a a -' a n a a, a a s a n a n a a a a a n a •D.'A , a e a .- , a, "d , a a a a, n a a a'� n a D •--D_,_' LANDSCAPING NOTES: TOP OF ROOT BALL SHALL BE 3" HIGHER _ _ 1 ::2..tY:i'�1.,:.>. ..•� ri4 ..,FYY•.f.-_r/ r -L..., :_u.:.Pfd ya�t: �:A_i-?.'_•1^.rvC eJ.. r': - - Ff.�':r . a -n y-::.�s e::.� r I 'I� BED AREAS T CULLIZIIo D. r. d a n a a .. � a n a a e a n A 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, I - I ( REVIEWED�/'bi D. _ ••t�i1•• r� . P+ d DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN Im"ON AND ANNUAL PLAN PLANTINGS TEXTILE WEED BARRIER FABRIC AND ANNUAL PLANTINGS e a , _ _ , e D D P I I-II - - - _ .,tf �.,....•.. A F .(, : t: t, _ r ,.;`; �v:� <;;'�i :-r � ::,:: --- � �d °,'-_- >F.:;.r.;'f-2_'wyr.�1,c... -/.0 �>:c.F-:»'. . p GATE � DEVELOPMENT E RViCEd PREPARED BEDDING SOiL BACKFILL (TYP) ° D .:I. • ; �L`y ° Thru Wail . ,d ,I , a ` , C "•.'--�-', . .;:.�;'::>a�:;: -Mi y'.'ii.�:.....:r3. KS�e ::,'` ..:i _,...}r,. .:,:'Y.__....COWLIARCE PREPARED BEDDING SOIL BACKFILL (TYP) . V 3. 1. FULLY REMOVE NATIVE SOIL TO THE SIZE Dad p D D $ .,=� i_.:..`j-,: s•.�r.:3. :_.^•�a.I,.:,,..�r..,. •::�-r:•�..i:fi .'``'`zJL-:%i7S_`j--: ,..�k--'telr•_-`_:.,.•w r �i_,..-._',,: =y-rt•- f.,<.•ai:y,i..rye3t,...ri...ir..-'.�Cr�-.l'o -`,c •s_:;..,:4 :...<.;:-:.£J='': {T1 FILED: n e, FOR DETAILS PUE NATIVE SOIL e a n 30 e' .. - z_'..•.':.,.-�1!., .,..•:s''. ,:�':-.::' ;, •'::„_...ro �:.� Pr..�r-::=>,re..d.. I .`-t.•.F_,•,: STPROPOSED - a a a a - LVE OAKS MIN. CALIPER R , TREE -GRATE PROPOSED PRIVATE - RRIGA7fON SLEEVES UNDER SIDEWALK . 2013 (BY SEPARATE 10 sm AT -GRADE PLANTING p a a -' a n a a, a a s a n a n a a a a a n a •D.'A , a e a .- , a, "d , a a a a, n a a a'� n a D •--D_,_' LANDSCAPING NOTES: TOP OF ROOT BALL SHALL BE 3" HIGHER _ _ 1 ::2..tY:i'�1.,:.>. ..•� ri4 ..,FYY•.f.-_r/ r -L..., :_u.:.Pfd ya�t: �:A_i-?.'_•1^.rvC eJ.. r': - - Ff.�':r . a -n y-::.�s e::.� r I 'I� BED AREAS T CULLIZIIo D. _ -- d a n a a .. � a n a a e a n A 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, I - I ( L :'. _- . x , - �•y _,r-.�.•.-+'t'r?.. r_ r- _ =:r.-%•�%as.:,r.:: o: •• D px.. : +�•r '^f .. J•�_ f : . M•,r•:'e•�i+f=^K.r: ,.`.i :r j,'. D. T DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN Im"ON AND ANNUAL PLAN PLANTINGS TEXTILE WEED BARRIER FABRIC AND ANNUAL PLANTINGS e a , _ _ , e D D P I I-II - - - _ .,tf �.,....•.. A F .(, : t: t, _ r ,.;`; �v:� <;;'�i :-r � ::,:: --- � �d °,'-_- >F.:;.r.;'f-2_'wyr.�1,c... -/.0 �>:c.F-:»'. . p GATE � DEVELOPMENT E RViCEd PREPARED BEDDING SOiL BACKFILL (TYP) ° D .:I. • ; �L`y ° Thru Wail . ,d ,I , a ` , C "•.'--�-', . .;:.�;'::>a�:;: -Mi y'.'ii.�:.....:r3. KS�e ::,'` ..:i _,...}r,. TYP. EVERY 50' EXISTING GAS PREPARED BEDDING SOIL BACKFILL (TYP) . V 3. 1. FULLY REMOVE NATIVE SOIL TO THE SIZE Dad p D D $ .,=� i_.:..`j-,: s•.�r.:3. :_.^•�a.I,.:,,..�r..,. •::�-r:•�..i:fi .'``'`zJL-:%i7S_`j--: ,..�k--'telr•_-`_:.,.•w r �i_,..-._',,: =y-rt•- f.,<.•ai:y,i..rye3t,...ri...ir..-'.�Cr�-.l'o -`,c •s_:;..,:4 :...<.;:-:.£J='': {T1 FILED: n e, FOR DETAILS PUE NATIVE SOIL e a n D e' .. - z_'..•.':.,.-�1!., .,..•:s''. ,:�':-.::' ;, •'::„_...ro �:.� Pr..�r-::=>,re..d.. I .`-t.•.F_,•,: STPROPOSED - a a a a - LVE OAKS MIN. CALIPER R , TREE -GRATE PROPOSED PRIVATE - RRIGA7fON SLEEVES UNDER SIDEWALK . AND ACCESS EASEMENT BY SEPARATE INSTRUMENT (BY SEPARATE a y a DEBRIS, TRASH ROCKS AND ANY 2, FULLY REMOVE ALL CONSTRUCTION DEBRIS, i�8 c .�.. -:.• ::x�xJ.'• -�r:::��-=`.=�s __:- _.._ ,:J`i.'�>'�s�' T a :D ° c ° ' n 7 INSTRUMENT) ;, ; .: ° P <- �-y S a -S3 an . d •D •' : ' P -+•°' � � •o ' ', � pD •: _ AT GRADE PLANTING a � D � , 10 sm AT -GRADE PLANTING MAINTAIN EDGE AND SEPARATION SEPARATION Plans) ° P . 1,5 Water Line LANDSCAPING NOTES: TOP OF ROOT BALL SHALL BE 3" HIGHER BED AREAS WITH ASIAN JASMINE GROUND COVER 'I� BED AREAS T 3. INSTALL PREMIXED SOIL CONTAINING D. Valve Assembly 40% SANDY LOAM TOPSOIL, 40% BLACK 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, WITH ASIAN JASMINE GROUND COVER 3" DEPTH 3" MULCH LAYER. NO GEO- 'T e T DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN BARE SOIL AREA (TYP)-NO TURF HERE AND ANNUAL PLAN PLANTINGS TEXTILE WEED BARRIER FABRIC AND ANNUAL PLANTINGS ow- • = , J ,. .•,. PLANTING BEDS. • 3" PVC Sleeve PROPOSED PRIVATESIDEWALK BENCH PREPARED BEDDING SOiL BACKFILL (TYP) ° D .:I. • ; �L`y ° Thru Wail REMOVE CONTAINERS FROM PLANTS BEFORE PLANTED TO THE DEPTH OF THE CONTAINER IN PROPERTY DISTURBED DURING CONSTRUCTION. IRRIGATION LINE WITH SLEEVES UNDER SIDEWALK TYP. EVERY 50' EXISTING GAS PREPARED BEDDING SOIL BACKFILL (TYP) N CONTAINER FROM TREE 3. 1. FULLY REMOVE NATIVE SOIL TO THE SIZE SEE IRRIGATION PLAN LINE 4. D $ PROPOSED VARIABLE 3. TOP OF ROOT BALL TO BE Y OF CONTAINER. "` 1. FULLY REMOVE NATIVE SOIL TO THE SIZE n e, FOR DETAILS HIGHER THAN FINAL GRADE. . 4 TOP OF ROOT BALL TO BE NATIVE SOIL e WIDTH PUBLIC UTILITY NATIVE SOIL , 2 FULLY REMOVE ALL CONSTRUCTION OF CONTAINER. _ - a a a a - LVE OAKS MIN. CALIPER R , TREE -GRATE PROPOSED PRIVATE - RRIGA7fON SLEEVES UNDER SIDEWALK . AND ACCESS EASEMENT BY SEPARATE INSTRUMENT a y a DEBRIS, TRASH ROCKS AND ANY 2, FULLY REMOVE ALL CONSTRUCTION DEBRIS, .1 �Y'l\�il�r♦ • �wwwltl�!!!�1•� � r�a��� � ��i. 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W-8 _ EXISTING 1.5" WATER SERVICE u. o SEWER LINE w EXISTING STORM INLET t=►UE - 1 = M TYPICAL 'TREE IN SOD AREA, SEE LANDSCAPE PLANS FOR LOCATIONSGROUNDCOVER PLANT MATERIAL, (TYP) EVENLY -•-• DISTRIBUTE THE SPECIFIED QUAN71TY OF GUY WIRE THROUGH GARDEN HOSE (TYP) PLANTS WITHIN EACH DESIGNATED AREA. 8" Water Line Manual Control Valve Water Meter BOLTED (2) X-1 3x3 k HEX ERS. NOTE: 1. 60" X 60" NEENAH FOUNDARY CAST IRON TREE GRATE MODEL # R -8738-A1. 2. MATERIAL SHALL BE CAST IRON ASTM A-48, CLASS 358 FINISH, NOT PAINTED. TREE GRATE DETAIL 2-"T" POS i (TYP) BARE SOIL AREA (TYP) NO TURF HERE 1. SHUMARD OAK TREE, 3" MIN CALIPER, 2. TREE GRATE SEE DETAIL. 3. BRICK PAVERS - SEE DETAIL. 4. AMEND SOIL PER NOTES. 5. STREET TREE SOIL: CU -STRUCTURAL SOILTM' BY AMEREQ, INC., OR EQUIVALENT SUBJECT TO APPROVAL BY THE ADMINISTRATOR. TREE PLANTER DETAIL N.T.S Y � .�• ' _�*,. ww�www�l/wwwwww�?$kw�lwwwww(rww/ ��J�LJ�lwru►Q-.,Yt�Rww��' �-�������wwwwwwwwt\)♦}��w��wwww��ww/ - • . •• Ir�wrrrr►rlwl�/tom Qrrwrrwww/ _-----_�.�...�. • "■ """ally! 1/11Lq ��csi��ww� �...■..���r.��>•wwwwl�w�ili -LIM NO PARKING ANYTIME SIGN MAINTAIN EDGE AND SEPARATION SEPARATION Plans) 1,5 Water Line LANDSCAPING NOTES: TOP OF ROOT BALL SHALL BE 3" HIGHER DISTANCES BETWEEN PLANT TYPES. 'I� GREATER THAN 2" IN DIAMETER.=" ' T 3. INSTALL PREMIXED SOIL CONTAINING I Valve Assembly 40% SANDY LOAM TOPSOIL, 40% BLACK 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, 3" DEPTH 3" MULCH LAYER. NO GEO- 'T HUMUS AND 20% SHARP SAND. T DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN BARE SOIL AREA (TYP)-NO TURF HERE TEXTILE WEED BARRIER FABRIC NOTES: ow- • = , J Y � .�• ' _�*,. ww�www�l/wwwwww�?$kw�lwwwww(rww/ ��J�LJ�lwru►Q-.,Yt�Rww��' �-�������wwwwwwwwt\)♦}��w��wwww��ww/ - • . •• Ir�wrrrr►rlwl�/tom Qrrwrrwww/ _-----_�.�...�. • "■ """ally! 1/11Lq ��csi��ww� �...■..���r.��>•wwwwl�w�ili -LIM NO PARKING ANYTIME SIGN -Irrigation MAINTAIN EDGE AND SEPARATION SEPARATION Plans) 1,5 Water Line LANDSCAPING NOTES: TOP OF ROOT BALL SHALL BE 3" HIGHER DISTANCES BETWEEN PLANT TYPES. (See Double Check GREATER THAN 2" IN DIAMETER.=" ' 3. INSTALL PREMIXED SOIL CONTAINING THAN FINAL GRADE Valve Assembly 40% SANDY LOAM TOPSOIL, 40% BLACK 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, 3" DEPTH 3" MULCH LAYER. NO GEO- 6" Curb Control Valve HUMUS AND 20% SHARP SAND. DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN BARE SOIL AREA (TYP)-NO TURF HERE TEXTILE WEED BARRIER FABRIC NOTES: 5. SCARIFY ROOT BALL 1. TREES TO BE BALLED AND PARKING LOT ISLANDS, SWALES AND DRAINAGE; AREAS, THE ,. .•,. PLANTING BEDS. • 3" PVC Sleeve 1. PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PREPARED BEDDING SOiL BACKFILL (TYP) G OWN • ; �L`y ° Thru Wail REMOVE CONTAINERS FROM PLANTS BEFORE PLANTED TO THE DEPTH OF THE CONTAINER IN PROPERTY DISTURBED DURING CONSTRUCTION. 6. ROOT FLARE SHALL BE EXPOSED. PREPARED BEDDING SOIL BACKFILL (TYP) PREPARED PLANTING MIX. CONTAINER FROM TREE 3. 1. FULLY REMOVE NATIVE SOIL TO THE SIZE BEFORE PLANTING. 4. EDGE SPACING FOR PLANTS VARIES WITH DO NOT PLANT GROUNDCOVER IN MULCH LAYER 3. TOP OF ROOT BALL TO BE Y 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A OF CONTAINER. "` 1. FULLY REMOVE NATIVE SOIL TO THE SIZE ONLY. HIGHER THAN FINAL GRADE. . 4 TOP OF ROOT BALL TO BE NATIVE SOIL NATIVE SOIL PRESSURE VACUUM BREAKER, A REDUCED PRESSURE 2 FULLY REMOVE ALL CONSTRUCTION OF CONTAINER. _ bbler Nozzi ` u PRINCIPLE' FLOW DEVICE, _S A DOUBLE-CHECK BACK DEBRIS, TRASH ROCKS AND ANY 2, FULLY REMOVE ALL CONSTRUCTION DEBRIS, FLOW FLOW DEVICE AND iNSTA1IED AS PER CITY ORDINANCE 2394. E A -Irrigation OTHER MATERIAL GREATER THAN 2" IN TRASH, ROCKS AND ANY OTHER MATERIAL Line - (See Plan View for Size) DIAMETER. $" DEPTH GREATER THAN 2" IN DIAMETER.=" ' 3. INSTALL PREMIXED SOIL CONTAINING 3. INSTALL PREMIXED SOiL CONTAINING 50% NATIVE SOIL, 25% HUMUS AND 25% SAND. 40% SANDY LOAM TOPSOIL, 40% BLACK 4. DIG PLANTING HOLE WIDTH 1.5X LARGER NOTES: HUMUS AND 20% SHARP SAND. THAN ROOT BALL ON ALL SIDES. 4. DIG PLANTING HOLE WIDTH 12" LARGER NOTES: 5. SCARIFY ROOT BALL 1. TREES TO BE BALLED AND THAN ROOTBALL ON ALL SIDES. BURLAPPED OR CONTAINER 1. CONTAINER GROWN PLANTS ONLY. MAKE SURE THAT PLANT ROOT BALL IS FULLY G OWN 5. SCARIFY ROOT BALL 2. REMOVE CONTAINERS FROM PLANTS BEFORE PLANTED TO THE DEPTH OF THE CONTAINER IN 2. IF CONTAINER GROWN, REMOVE 6. ROOT FLARE SHALL BE EXPOSED. INSTALLING. PREPARED PLANTING MIX. CONTAINER FROM TREE 3. PLACE PLANTS IN PREPARED BED AS SHOWN. BEFORE PLANTING. 4. EDGE SPACING FOR PLANTS VARIES WITH DO NOT PLANT GROUNDCOVER IN MULCH LAYER 3. TOP OF ROOT BALL TO BE Y ROOT BALL TO REST ON NATIVE SOIL SPECIES AND LOCATION. ONLY. HIGHER THAN FINAL GRADE. . 4 TOP OF ROOT BALL TO BE NATIVE SOIL NATIVE SOIL EXPOSED. PRIVATE TREE STAKING & PLANTING N.T.S Engineering, LL 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 MAY 2013 N.T.S PVC Conduit 16 ga. Wire to Rain --------- -------------------------- ROW Water Meter Box (48"x24" Old Castle ,x{36 w/Cast Iron Lid and Hinges) VARIES PREF. J� 1' :• ! •111 '• i• A All L 0 TS 6-10 BLOCK 2, TA UBER ADDITION NORTHGATE - COLLEGE STATION, TX A N M MIN. 20' SPACING GRATE OPENING SPECIFY MIN. (I CLEARANCE OF TRUNK CU -STRUCTURAL ! SOILTTM TREE GRATE POURED -IN-PLACE CONCRETE r . dkq I I N ova 611 FV011"A: SCALE VERTICAL N/A HORIZONTAL 1:20 PLOTTING SCALE: 1:1 FILE NAME: 12-204 DRAINAGE PIPE TiED TO STORM SER I EPARED SUBGRADE Irrigation 7 Oty I Symbol I Descr FPart Number I Pressure.I flow I Radius Sprinklers 112 O Rain Bird 1404 - 1804 1404 30 psi 11 gpm 10ft Water Source 1 1 ® 2 inch meter Backflow Devices 1 1 9 Febco 850 - 2"-7850-211 Control Valves 6 1 © I Hunter SRV -1000-S SRV -1000-S Irrigation Accessories 1 Type Febco 2" Y -Strainer _ 1 0 Hunter PC -600 PC -600 1 A Hunter RAIN -CLICK RAIN -CLICK 1 X Nibco 2" isolation valve Elevation Lateral Line Pipe 342.01 ft Class 315 1/2'1 44.44 ft Class 200 3/4" 6.44 ft _ = Class 200 1 " Mainline Pipe 621.88 ft Class 315 1/211 2.37 ft ®® Class 200 3/4" 8.85 ft ®® Class 200 1 if Drip Tubing Fl -491.43 ft -_'; Rain Bird XFD-09-12 XFD-09-12 Wire 1427.75 ft 14 Gauge -Common 0 4009.68 ft 14 Gauge - Control 0 Run Set: 1 Water Source #1 Type Meter Static Pressure 90 psi Service Line 0 Psi Meter Loss - 027 psi Mainline Components Backflow Loss 4.42 psi Master Valve Loss 0 psi Filter Loss _Opsi- Zone 1 ` 12 gpm Type Meter Mainline Loss 0.16 psi Valve Loss 1.78 psi Lateral Loss 5.661 psi Fittings Loss 0.291 psi Elevation 0 Psi Sprinkler Requirement 30 si Total Design Pressure 42.292 psi Residual Pressure 47.708 psi Run Set: 2 Water Source. #1 Type Meter Static Pressure 90 psi Service Line 0 psi Meter Loss 1,36,psi Mainline Components Backflow Loss 4.078 psi Master Valve Loss 0 psi Filter Loss 0 psi Zone 2 0 6.3 gpm Mainline Loss 0.09 psi Valve Loss 1.9 psi Lateral Loss 0 psi Fittings Loss 0.005 si Elevation 0 psi Sprinkler Requirement 8 psi Total Design Pressure 114.206 psi Residual Pressure 175394 si Run Set: 3 Water Source #1 Type Meter Static Pressure 90 psi Service Line 0 psi Meter Loss. 0.07. psi. Mainline `Components Backflow Loss 2.819 psi Master Valve Loss 0 psi Filter Loss 1 0 psi Zone3 @ 3.525 m Type Meter Mainline Loss 5.28 psi Valve Loss 1.605 psi Lateral Loss 0 psi Fittings Loss 0.264 psi Elevation 0 psi S rinkler Requirement 8 psi Total Design Pressure 17.774 psi. Residual Pressure 72.226 psi Run Set: 4 Water Source #1 Type Meter Static Pressure 90 psi Service Line 0 psi Meter Loss 0:079 psi This drawing is diagramatic for clarity. All applicable laws, regulations and standards shall be followed. Consult with Engineer, or construction boss for placements, or location of valves, sleeves and controller. Run Set: 5 Water Source #1 Type Meter Static Pressure 90 Psi Service tine 0 psi Meter Loss 0.142 si Zone 4 1'96 m Type Meter Mainline Loss 6.45 psi Valve Loss 1.69.2 psi Lateral Loss - 0 psi Fittings Loss 0.322 psi Elevation 0 psi Sprinkler Requirement 8 si Total Design Pressure 19.387 PSI Residual Pressure 70.613 psi Zone 5 6.6 GIPM Type Meter Mainline Loss 23.2 psi Valve Loss 1.9 psi Lateral Loss 0 psi Fittings Loss 1.16 psi Elevation 0 si Sprinkler Requirement 8 si Total Design Pressure 37.333 si [Residual Pressure 52.667psi] si Run Set: 6 Water Source #4 Type Meter Static Pressure 90 psi Service Line 0Psi Meter Loss 0.039 si Zone 6 @ 1.935 gpm Q� Mainline Loss 3.84 si Valve Loss 1.287 psi �- Lateral Loss 0 psi Fittings Loss 0.192 psi Elevation 0 psi Sprinkler Requirement 8'psi �cu o r � Total Design Pressure14.718 , si Residual Pressure f 75.282 si OF r 00000 0 AW 0° 0 ° 0000 00 00 0 000 s ca 00 15 13629 0�0 AW `, °000°0000°P '1isEQ I RRA �� � z O� �-- CU 0. CL �o vM CO)� Uj •L L CD (- WU) CO� REVISIONS: None DATE: 03/31/2013 JOB NUMBER: n/a DRAWN BY: Joseph A McFall CHECKED BY. n/a SCALE: 1"=20' SHEET: 1 Of 1 Q� �- �� L N U (3) 2 O .4 3 mU V W � �cu o r � O to s = I Co n. 0Q-0 p (.. z z REVISIONS: None DATE: 03/31/2013 JOB NUMBER: n/a DRAWN BY: Joseph A McFall CHECKED BY. n/a SCALE: 1"=20' SHEET: 1 Of 1