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Home My WebLink Aboutwestside restroomsSIGN -22.8 -22.4 (0 I Onions 1 O=j=$M! 1 1 MISSION I �AN��A STREET (100', R.O;W.� OPINION; I ANIONIC MISSION MISSION w I ]WOMEN I Million f I SIMON! I I 22.7 PSI GN SIMON$ I sionvo I mmiIawi I Millions I I ZONES I .22.8 Jw lking-j- IT Prm Pp 11 CAN 10(gp .23. 10* tIJAN N O��_21_ w &CAN (j)ECAN .22.8 \41:AtCA N AN P CAN ogging & WGIKrg rails is' M P CAN PECAN IELD 10 A"tting/Tage Parking Schedule Dog Park is* PE CAN VL�AN PEC (AGES 4, 5 6) 1111111$ Picnic Area (Typical) Parking "A": 41 M CAN P�C N A _ RE: PAVING SHEET A— Parking B 41 Picnic Area (Typical) &CAN 2 .2 0) 1 In It )ECAN 6 111110 -- _-, I Parking "C": 38 22.8 Picnic Are 0 PE % i Parking " D 52 (Typical) ECAN PECAN -22.8 LO Note: Picnic Area Parking "E": 30 Warm u ArAas .23.3 D es a a es 0 lu PC es lo lio'l Note: (Typicql�.O 0 /!1 Parking "1"': 84 (Typical e_- Parking IV: 41 JU CAN Warm u� pical Areas -2 FIELD #8 0 Parking "G": 54 GES 7-8) #1 (Ta , -23.4 0 0..:: PC c:: 0. 0 63 0 0 P P �a 'a PC :: : woo, 3 0 -23.2 (AGES 11-12) jui Parking Total: 340 00 5 a. P 5 a, 0 0' 5 5 P, 01 b9 — 0 1`LD #9 0 ) PECAN M 0 Includes 10 H/C Spaces -23.2 Parking "C": 38 — C__ OU 11CC, ES 4, 5, 6) P)ECAN �j `=I CA -23.1 E I -0 bi "'o Ln 0C 160' FOUL NE D. - C__ 0 Jogging Trail 0 Special — 0 CD r.") Events -23.2 Total Length 4,980 Ft. 0 WI Area One -T - fe" IECAN 23.1 Special Events == 0 0 Area Three 0 01 0 Mennove Weed -22.8 0 23:0 8" CHINA CL 23.1 e,�14, B15 23.0 - 160' FOUL ljxi� 9 cl 1 Special Events .23.2 M .22.9 -22.8 0 Note: 1 In �2 Area Two 0 Existing 40' 10 1 0 0 10 5 Pa 6310 110US 13P483 4 lSPw I lu 13 1, lo 110-unme'lo Pa es 0 a' 5 Pa es I;o.U5 1: 111 U 13 1, 0 0, 5 Pa as 0 0, 5 Pa 63 -L 111 U 13 1, 111 13 1 lo lio U ) wz - ji . . .. Detention Area Parking 'IF": 84 �D ZI Ditch o/ FIELD 2 L Picnic Area 5 Pa Oslo a' 4 jiCal:as IWC 4 2 Spawslo no 13 1, 1, n �P.l,.. lion 5 �pql:sslo 0, pa es 11 ns� 1, 0 104 ipajes 10 �2 SAM[ . ............ (AGES 7-8) AN (Typical) C ... ... 0 Note: 10" PECAN 8 PEC 16* OECAN . L8 Lo Warm u Areas (Typic(Z LLJ 0 22.6 kN 18" 10 ECAN . ..... ... ::= -- ------ 70' BASE 2- 18' PECAN 10" PECAN 230' FOUL UNE Ln Note: - -------- ---------- 0 0 Warm Ar as Picnic Area PECAN 50' (Typica ILN_ 24�* P (Typical) 0 90' Base Line 325' Foul Line > 00 z 12" P 275' Foul Lin attiq;'(0ge f QFF R Ij " R-a.. .22.9 0 60'-6" L9 .23.1 Detention Area % % .17V I.Y. ical) INI P 10' P AN 5,0 -X50' *4' Z 0 lin FI rLD 11A PECAN 2 IN 60'-6" RA' IF FIELD #6 #7 C.) 22. (AGE'r 11-12) 15 0 0 . ........ 11 1 001111111 1 NIPPON I I Million! ]OPINION I I I I Million! 1 0 1 It O's I I .. . (AGES 15 —19) .22.4 . . . assimis I womin I sions, I nownes I Immass I Mwo 185 1 Foul Line 7 ,85' Bum the 0 11 0 46 FIELD #5 .... 46' I j) (AGES 13-14) 5 0 _w RE: PA G SHEET A-2 e E I Note: Warm u Areas I a CC (Typical) C6 22.9 22.3 .22.3 1'r .22.8 22.8 �, .22.5 22. FIELD #3 FIELD #4 2.8 7G-ES 9-10) (AGES 9-10)'' Detention Area Detention Area Pond Lake .22.6 Detentio rea Jogging a 1�i�rql 22.9 S 03006'54)) E *C Detention Area .2 .0 21.9 .23.1 Cross"in lrid�, C4 16 01.17' .......... 22-g SITE PLAN SCALE: V=160'-O" COMPASS NORTH GENERAL NOTE: BUILDING NORTH BASEBALL FIELD AMENITIES, BATTING CAGES, TRAILS, PAVILION, MAINTENANCE BUILDING, PLAYGROUND AND WALKS NOT ADJACENT TO PARKING AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE NOT IN THE CONTRACT. PROPOSED NEW PARK FACIL[TY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 moll RANDALL a PORTERFIELD ARCHITECTS, INC. A.I.A. 0 - 0;ro�o 665 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax Revisions NO. DATE DESCRIPTION 02/25/13 REVISIONS FOR ADDENDUM #1 Al 1/30/09 REVISIONS FOR ADDENDUM #1 JOB NO. 080813-011 CAI NO, DATE 01/30/09 SHEET NO. 23 OF: 29 EXISTING BUILDING EXISTING ELEVATION FF 51.13 30A 2 POLE NEMA 3R DISCONNECT IWITCI!V /),W�WOMEWS FD RESTROOM [f �11=TO,11'(LET ,ART,T PARTITIONS r - - - - - - - - - - - n I F r - - - - - - - - - - - - MEN'S 0�1 01 1, RESTROOM GF ' C' L33* DOOR HB DOOR WALKWAY 6'-10'- EXTEND SIDEWALK TO EXISTING SIDEWALK �d �* a �mw �619 �kj �11U*10mff0AwT111vk1 2X6 MTL TRUSS - SYSTEM -41-0-� k-L- 5 1_0n� SIDE ELEVATION 6' C PERLINS 12 14 /-8X8X16 CMU WALL W/ HORIZONTAL REINFORCEMENT At EVERY OTHER COURSE AND VERTICAL RE140RCEMENT TO BE #4 REBAR AT EVERY 36' 01 EXISTING EXISTING BUILDING BUILDING Zz � Z ROOF TRUSSES TO BE 2X6 RECTANGULAR STEEL TUBING, COLOR BY OWNER. TRUSSES TO BE ANCHORED TO 8X8X16 CMU WALL WITH METAL ANCHORS TO BOND BEAM. ROOFING SYSTEM TO BE METAL STANDING SEAM ROOF, COLOR AND STYLE BY OWNER. ALL CONSTRUCTION TO MEET TEXAS WINDSTORM REOUIREMENTS AND CoLP 120 MPH WIND LOAD. 2XIS STEEL TUBING, TYP. WATER EATER LOCATED IN ATTIC NG ------- WHOLE BUILDI A-L F L )F SHUT OFF VALVE IN w TIE INTO EXISTING FD YVA I CM L111C. INSTANTAI` WATER HE LOCATEDt I 141 SINK I I I HB 31-IY16' _�3 SCALE: 1/4 = V 10 FRAMING TOP OF ROOF IS-3 1/20 ffF 2X6 MTL TRUSS SYSTEM EAW HOGHT & TOP OF CMU 11 lill" U -INK , __�INSTANTANEOUS WATER HEATER LOCATED UNDER SINK EXISTING BUILDING A Imlldmil�wilmml I I IN NMI I I # # # # # # # F F D vi \-STUB OUT FOR\ FUTURE ADA -FUTURE DRAIN ,c if DRINKING FOUNTAIN, . ... ..... FOR 'IT CAPPED. ADA DRINKING FOUNTAIN, CAPPED. COPY m 1% 3'-Iyl6ft+ 31-15/16. 3'-IY16a+ 3'-I%6-� IF THE APPROVED PLANS ARE kj MIDEMPIED, A NEW SUBMITTAL NOTE: ALL WELDING TO USE E-7018 WELDING ROD 01TY 18 REQUIRED PRIOR 3 THE OCCIIRRimn SCALE: 1/4 V 09 PLUMBING SUPPLY SCALE: 1/4 1' 08 P L U M B I NG SANITARY SCALE: 1/4 1' 07 WATERLINE CONSTRUCTION NOTES TIE INTO EXISTING MANHOLE am 17-1 -(WHERE -APPLICABLE) 4 -12 1 26 GA SANITARR "T'SEWER CONSTRUCTION NOTES 1. AUGNMENT, CENTERLINE CURVE DATA AND STATIONING TO BE DETERMINED FROM APPROVED, M�TAL ROOF, RECORDED SUBDIVISION PLAT. - (WHERE APPLICABLE) )L, CO OR AND ZSTYLE BY OWNER TOP OF ROOF 2. PLACEMENT OF UTILITIES IN EASEMENT SHALL BE GOVERNED BY THE "STANDARD EASEMENTS" AS MmE;3� MINIM IS-3 Ig ADOPTED BY THE U11LIlY COORDINATING COMMITTEE FOR THE JURISDICTION IN WHICH THE WORK I ALIGNMENTS, CENTER LINE CURVE DATA AND STATIONING TO BE DETERMINED FROM APPROVED, IS TO BE PERFORMED. RECORDED SUBDIVISION PLAT, OR ROAD RIGHT -OF WAY (WHEN APPLICABLE). 3. ALL WATERLINE CONSTRU,"TION IS TO BE ACCOMPLISHED IN ACCORDANCE WITH THE LATEST EDITION 2. PLACEMENT OF UTILITIES IN EASEMENTS SHALL BE GOVERNED BY THE "STANDARD EASEMENTS" AS OF CITY GOVERNING CODE AND SPECIFICATIONS, WITH APPLICABLE AMENDMENTS. ADOPTED BY THE U11LITY COORDINATING COMMITTEE FOR THE JURISDICTION IN WHICH THE WORK EAW NOGHT & TOP OF CMU r6h IS TO BE PERFORMED, UNLESS OTHERWISE SHOWN. --- 9 -A-ff - - r, 4. ALL 4" AND LARGER WAIERLINES TO BE PVC, DUCTILE IRON OR STEEL PIPE AS SPECIFIED. ASBESTOS -CEMENT PIP[: WILL NOT BE APPROVED FOR THIS PROJECT.' 3. SEWERS TO,,9E CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE CITY GOVERNING PUBLIC 5. 12" OR SMALLER WATERUNES TO HAVE A MINIMUM COVER OF 1 0 PE R CODE. PLUGS AND FISERS (NO SEPARATE PAY). ALL SEWER LINES TO BE AIR TESTED IN 2 POLE NEMA VARY FLOW LINE UNIFORMLY FROM DEPTH AND LOCATION SHOWN IN PLANS. ACCORDAN' CE WITH THE CONTRACT SPECIFICATIONS, R DISCONNECT SWITCH 6. WATERLINE FITTINGS TO EE CAST OR DUCTILE IRON OR PVC AS SPECIFIED. 4. MAINTAIN 12" MINIMUM CLEARANCE BETWEEN ALL WATERLINES, SANITARY SEWERS AND CULVERTS, PER CODE OR UNLESS OTHERWISE NOTED. 7. MAINTAIN 24" MINIMUM G EARANCE BETWEEN ALL WATERLINES, SANITARY SEWERS AND CULVERTS, AS REQ. BY TEXAS HEALTH DEPARTMENT REGULATIONS. FOR SPECIAL WATERLINEIISANITARY SEWER 5. SEWER TRENCHES UNDER OR WITHIN 1' OF PROPOSED OR FUTURE PAVEMENT TO BE BACKFILLED CLEARANCES, SEE SANi rARY SEWER CONSTRUCTION NOTES. WITH CEMENT SAND,,BACKFILL, ASSPECIFIED, TO WITHIN ONE (1) FOOT OF SUB -GRADE. BEDDING WILL BE CLASS "AA WHERE CEMENT SAND BACKFILL IS USED FOR SANITARY SEWERS. INCLUDE 8. WATERLINES SHALL BE SAND BEDDED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY COST OF BACKFILL IN UNIT PRICE BID PER LINEAR FOOT OF PIPE. TOP �Lm GOVERNING CODE AND SPECIFICATIONS, WITH APPLICABLE AMENDMENTS. -6. WHERE A SANITARY SEWER LINE CROSSES WITHIN NINE (9) FEET OF ANY-AUTEkLINE, CONTRACTOR 9. WATERLINE TRENCHES UNDER PROPOSED PAVEMENT OR WITHIN ONE tl) FOOT FROM EDGE OF TO FOLLOW THESE SPECIAL PROCEDURES: TO-P -OF M.- _"_"�LVENTILATION HOLES PAVEMENT TO BE ENCA'3ED IN BANK SAND 6" MIN. AND THEN BACKFILLED W/ CEMENT STABILIZED SAND TO THE BASE OF PROPOSED PAVING SUB -GRADE. A) IF THE DISTANCE BETWEEN THE WATERLINE AND THE SANITARY SEWER LINE (MEASURED BETWEEN THE OUTSIDE OF BOTH PIPES) IS LESS THAN NINE (9) FEET (BUT NEVER LESS 10. FLUSHING VALVES TO BE LOCATED AS SHOWN. THAN SIX (6) INCHES) USE 150 P.S.I. THK. CL. 52 DUCTILE IRON SANITARY SEWER PIPE AND CENTER ONE (1) EIGHTEEN -FOOT JOINT ON THE WATERLINE. 11. VALVES TO BE LOCATED CPPOSITE PROPERTY CORNER WHERE APPROPRIATE. 8) IF THE DISTANCE BETWEEN THE WATERLINE ABOVE THE SANITARY SEWER LINE (MEASURED 12. SERVICE CONNECTIONS WILL BE CONSTRUCTED BETWEEN THE OUTSIDE OF BOTH PIPES) IS TWO (2) FEET OR GREATER, AND ITEM 6.A IS IN ACCORDANCE WITH THE LATEST EDITION OF CITY GOVERNING CODE AND SPECIFICATIONS NOT FOLLOWED, THE INITIAL BACKFILL ZONE OF THE SEWER TRENCH IS BACKFILLED WITH SCALE: 1/4 1' 06 R E A R ELEVATION 05 WITH APPLICABLE AMENDMENTS. WELL MIXED TWO (2) SACK PER C.Y. CEMENT SAND BACKFILL FOR ALL SECTIONS OF SCALE: 1/4 1' 1 CCUC� WTUIM Q' A17 TLIC WATCE)IMIC nj - 1. . L 114111ML BACKPILL /Ulir Or ME IRENCH IS 13. CONTRACTOR SHALL FOLLOW CONSTRUCTION DETAILS IF DRAWINGS DEVIATE FROM THE LOCATION DEFINED AS EXTENDING FROM A POINT 1/4 PIPE DIAMETER ABOVE THE BOTTOM OF THE STANDARDS. PIPE TO AN ELEVATION IN THE TRENCH WHICH IS ONE PIPE DIAMETER (OR MINIMUM 12" 14. ALL FLUSHING VALVES AND VALVE BOXES SHALL BE ADJUSTED TO FINISHED GRADE AFTER PAVING 7. BEDDING FOR ALL TYPES OF SANITARY SEWER PIPE SHALL BE CLASS "AA" AT ALL DEPTHS. IS COMPLETE. 4 12 26 GA 15. ALL, IF ANY, DISCREPANCIES IN THE DOCUMENTS, SHALL BE ADDRESSED TO THE ARCHITECT AND/OR 8. FOR ABS TRUSS, PVC TRUSS PIPE USE MANHOLE WATERSTOP GASKET AND CLAMP ASSEMBLY AT 4TAL ROOF, ENGINEER BEFORE COMM�,ENICEMENT OF THE WORK AND ACCEPTANCE OF CONTRACT. MANHOLE CONNECTIONS. 6' C PERLINS COLOR AND 4 12 26 GA 4 12 26 GA ///�STYLE BY OWNER 16. ALL DIMENSIONS, MATERIALS, AND CONSTRUCTION METHODS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 9. SANITARY SEWER MANHOLES SHALL BE STANDARD CITY JURISDICTION TYPE, OTHERWISE NOTED, METAL ROOF, METAL ROOF, AND BACKFILLED WITH CEMENT SAND BACKFILL, AS SPECIFIED. COLOR AND CHAIN LINK COLOR AND 101 IF 1011 STYLE BY OWNER FENCE STYLE BY OWNER 17. TWE -L' COPPER FOR AL- WATER LINES ABOVE SLAB 10. ALL PRE -CAST CONCRETE, AND POURED -IN -PLACE CONCRETE MANHOLES SHALL HAVE THE TOP 41 18 INCHES CONSTRUCTED OF BRICK AND MORTAR. 14 2X6 MTL TRU 2X6 MTL TRUSS 11. ALL DUCTILE IRON PIPE SHALL BE 150 PSI THICKNESS CLASS 52. ALL PVC PIPE SHALL HAVE SYSTEM SYSTEM RUBBER GASKET JOINTS. EAW HBGHT & TOP OF Cg�� WATER CLOSET- WHITE FLOOR MOUNT 1.2 WATER CLOSET, SUPPLY NUT PAVING AND GRADING IS COMPLETED, RIMS ARE TO BE ADJUSTED TO 3" TO 6" 4 . ..... GROUT FILLED 12. MA IDA I POLE NEMA CELLS FROM BOLTS & BOWL WAX, COLOR AND STYLE BY OWNER. 311 DISCONNECT .1 8X846 CMUI WALL] FLOOR TO TOP OF DRAINAGE AWAY FRO CMU WALL AT SWITCH CPLUR JY UyvNIER DOOR JAMS (4), FAI LAVATORY-- COLOR' AND STYLE BY OWNER. 13. SPECIAL NOTES: LOCATION OF SANITARY SEWER FACILITIES POLE NEMA TYP. 7T\ C LOR Y OWN R MIXINC VALVES, STYLE AND COLOR BY OWNER. 3R DISCONNECT vc� SWITCH 4X4 STRUCTURAL 3P 70 /,-4X4 STRUCTURAL INSTANTANEOUS WATER (2) HEATER, STYLE AND COLOR BY OWNER A) THE UTILITY CONTRACTOR IS RESPONSIBLE FOR LOCATING AND MARKING ALL STACKS AND AfAR o STEEL COLUMN 3P DOOR STEEL STEEL COLUMN FAR -SIDE LEADS AFTER THE PAVING IN THIS SECTION IS COMPLETE. A 1/4� DEEP NOTC 62013 DOOR FLOOR DRAINS- 3" P.V.C. FLOOR DRAIN W/6- BRASS TOP AND TRAP GUARD. SHALL BE CUT IN THE CURB AND PAINTED WITH A RED LINE ADJACENT TO THE STACK OR LEAD� CMU SPLIT FACE HOSE BIB- -Y4 WOODFORD HOSE BIB W/ VACUUM BREAKER, OR EQUIVALENT. CMU SPLIT FACE B) IF STAKES ARE LEFT IN THE GROUND AT THE STACKS AND LEADS AFTER CONSTRUCTION NOTE: -ALL EQUIPMENT TO BE EQUIVALENT OR BETTER 44 - 1 4 OF UTILITIES, THEN AN EFFORT WILL BE MADE TO PRESERVE THEM DURING PAVING I(3FCI Ir 1, -STYLES AND COLORS BY OWNER CONSTRUCTION. HOWEVER, IF THESE STAKES ARE KNOCKED OUT FOR ANY REASON, -AtL PLUMBING FIXTURES, EQUIPMENT AND WORK TO MEET CURRENT CODES. . . ... H8 THE UTILITY CONTRACTOR REMAINS RESPONSIBLE FOR 'LOCATING AND MARKING THE ___'�LVENTILATION HOLES FACILITIES AS DESCRIBED ABOVE. �.k CMU S ACE' III IF 12 PLIT F ,7,r 14. CONTRACTORS TO MAINTAIN A NEAT AND ORDERLY CONSTRUCTION SITE, ANY DEBRIS SHALL BE DISPOSED OF IN AN APPROPRIATE AND ENVIRONMENTALLY SOUND METHOD AND IN A 11MELY MANNER. SIDE ELEVATION SCALE: 1/4 1. 04 FRONT ELEVATION SCALE: 1/4 1' 03 PLUMBING NOTES &SCHEDULE SCALE:. NONE 02 PLUMBING SANITARY NOTES SCALE: NONE 0 planning design execution OfYloa/F� (281) 887-GS20 Call: (713) 40�7760 www.projectdesignpartners.com PROJECT NUMBER PROJECT TITLE Z rL0 C) n U) w z Z 0 Uj L,J 0 CL O� F_ 0 rn 0 %O,f wo< J OF T,,�Xjj g. ......................... ;4, 43233 CIS TE 1111% AL /3 ENGINEER OF RECORD: MOGHADDAM ENGINEERING TEXAS REGISTRATION NO. 43233 TBPE FIRM NO. 13508 2109 SAND MIGUEL DR. FRIENDSWOOD, TEXAS 77546 REVISIC)NS NO. DATE DESCRIPTION 5 SCOPE OF THE DOCUMENT THIS DRAWING INDICATES THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS Of THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL ELECTRICAL SYSTEMS. As SCOPE DOCUMENTS, THE DRAWINGS 00 NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS THEWORK. 4CMM IF THIS BAR DOES NOT MEASURE fTHFN DRAVJING IS P44=0-N- DRAWN BY. DPL/NEV CHEC,KED BY: DATE 03/01/2013 SHEET TITLE FLOOR PLANS & DETAIL DRAWING NUMBER SHEET NO. Al A Day-grite"Lighting T5 SPECIFICATION INDUSTRIAL T5 SPECIFICATION INDUSTRIAL Day-Brile"Lighting E4-HKK mounting bracket 1, 2, 3, or 4 Lamp 1/2/3 lamp 4 lamp with optional 6affle 7/8* DID. 2-1/16- hate T5 or T5110 0 0 0 3-1/4' 3-114. 3-1/4' 0 0 4 1/2' E4-HKS mounting bracket 7-1/4' 1/4' x 1- 2-1/16' L 6. 06' slot CONSTRUCTION/FINISH - FL-1 23 - 5' chain (w/S-hooks) set * Specifically designed around T5fT5HO sources to provide a much - CS-400 - Rigid stem canopy smaller cross-section than products designed for T8fT1 2 sources. - CS-500 - Swivel stem canopy * Cross-seclional area of 1/2/3 lamp models is up to 75% smaller - CS series stems than T8fF12 products. - N-3380/3381 - Universal joint aligner, octagonal box, * 4 lamp cross-section models are slightly wider than 1/2/3 lamp 1/2'/3/4"I.P.S. models. N-3385 - Universal joint aligner, square box, 1/2" I.P.S. . 't- : I a -I_ 1 11 ti n flexibili - 25% If Ii ht 10% ACH series aircraft cable hangers el'Unif 47-3/4' 44-1/4' 42-1�4' B'Tandem Unit 95-1/2' 92, go 5* Unit 59m5/8* 56-1/8' 54-5/8' 10'Tandem Unit 119-1/4' 115-3/4' ocec, re a Is or app ca 0 V F V , I uptight or solid top. - 5F-IJ - Heavy duty in -line coupler - Painted after fabrication with high reflectance white powder coat - SF-WG-4 - Wire guard, 4'(use 2 for 8'), 1/2/3 lamp x-section finish. . SF-WG-4-4L - Wire guard, 4'(use 2 for 8'), 4 lamp x-section PHOTOMETRIC DATA CATALOG I 5F254HO-PPl-1/2-EB LAMPS = F54T5H0 UflpUT WATTS= 121 - Reflectors are retained by thumbscrews for Installation or removal SF-WG-S - Wire guard, 5'(use 2 for 10'), 1/2/3 lamp x-section TEST 125369 S111,1111=15 BALLAST = ELECTRONIC BALLAST FACTOR = 1.90 LER = 69 Ifhn,d tnnk : SF-WG-5-4L - Wire guard, 5'(use 2 for 10'), 4 lamp x-section COMPARATIVE YEARLY LIGHTING ENERGY COST PER 1000 LUMENS = $3.48 BASED ON 3000 HRS. AND LOS PER KWH. FIXTURE EFFICIENCY= 94.9% * 25% uplight models include a center'V"in the reflector for added shielding. * Optional baffle provides additional shielding in both directions. ELECTRICAL • Spring loaded lampholders provide positive lamp engagement and electrical contact. • 4'and tandem EI'models utilize F28T5 or F54T5HO lamps. • 5'and tandem 1 O'models utilize FOISTS or F80T5H0 lamps. • 80HO models provide more lumens per unit length than equivalent 54HO models. • UL listed for damp locations. Units with emergency ballasts UL listed for dry locations. ACCESSORIES • E4-HKK -Sliding hanger bracket with 7/8" hole (one) • E4-HKS -Sliding hanger bracket with 1/4" x 1" slot (one) • 5F-BFPI -4 -Baffle for PPS or PP1 reflector, 4' (use 2 for 8'), 11213 lamp x-section • SF.BFP1-"L - Baffle for PPS or PP1 reflector 4'(use 2 for 8'), 4 lamp x-section • SF-BFP1-5 - Baffle for PPS or PP1 reflector, 5' (use 2 for 10'), 1/2/3 lamp x-section • SF-BFPI-5-4L - Baffle for PPS or PPI reflector, 5'(use 2 for 10'), 4 lamp x-section • SF-BFP2-4 - Baffle for PP2 reflector, 4' (use 2 for 8'), 1/213 lamp x-section • SF-BFP2-5 - Baffle for PP2 reflector, 5' (use 2 for 10), 1/2/3 lamp x-section • SF-DEK - reflector end caps (for use with baffles), 1/2/3 lamp x-section, pair • SF-DEK-4L - reflector end caps (for use with baffles), 4 lamp x-section, pair CANDLEPOWER Angl. End 45 Cm., 1 , 17 2 2 7 1 217 21,15 C-Z'. 15 , 091 2143 2151 25 35 ItT'�'Mibs 2140 8 2072 2 'g a S., 108952 20 2 : re, 1365 1000"'; go 7 go-. 3961 Is JVs5Ai3qg-:!gF P", IN I 105 Ifi-t 2 23 Is ITS 162 5 ills '�42,,X 278 Tt4 93 1 1,' 302 145 _WQ� mmp - 387 P5 295 138 log .66 . 0 !!J MAINTAINED ILLUMINATION TABLE- Square Feet/Fixture* in 80-50-20 helleclandes (Ceiling-111AFlam, oLLF.D.89 44DOLumens/La height 'e5�'clean) DID in Room width divided by room "Ho". 2 of I Flxwmslze a 0 of Lamp, Ree.w� Room Height A111,01, A. 111, 11.110, Iliderre 10 u-n 130 ItIc I Sniff 170 fitc IN fl� 4' - ' 150 17017 2-Lamp TSHO 2 1 : I - 120 too 1 72 1 51 75 so 36 tLF-.M ULF-Ux 14 cumo.% COEFFICIENT OF UTILIZATION 70 50 to 10 50 30 70 50 30 59 30 go 0 Ito Ito Ito IN 106 lag 97 97 I IN 94 91 95 92 Be Is 02 2 91 n 76 $6 do 73 73 69 at 71 " 79 69 0 as 50 _L 4 75 111 0 71 61 R 57 51 5 HE 55 47 66 SS 46 51 44 5 le! 51 41 60 46 40 46 39 7 59 46 36 56 44 36 41 241 1 54 41 33 52 40 33 36 30 D 51 39 a 4 A 2, 10 1 46 34 V 4 "' 2 LIGHT DISTRIBUTION DEGREES LUMENS % LAMP % Forni 6736 iffi 20.0 21.1 "0 2981 33.9 35.7 a -so 5560 63.2 66.6 O9D 7208 01.9 116.3 gilklIO 1146 13.0 13.7 0-ilm 8353 94.9 100.0 CATALOG NUMBER PHOTOMETRIC DATA CATALOG I 5F254HO-PP2-1/2-EB UMM = F54T5HO IMPUrWATrS= 121 E�l E::�] - E;J - E�] - I I TEST 125370 S/MH=1.3 BALLAST = ELECTRONIC BALLAST FACTOR = 1.00 LER nn 67 I - COMPARATIVE YEARLY LIGHTING ENERGY COST PER 1000 LUMENS=$3.58 BASED ON3000HRS.AND $.08 PER KYRI. FIXTURE EFFICIENCY. 92.0% CM11I M, 1119fill: - PPS - Painted Potnestelt CIA -Canadian Market 112-One24amp ballast (electronic or non-standard) (not Includedl Solid Top Ztl - Two 1-lamp ballasts (electronic or nern-standard) 1 PPI - Painted Poltiester ON Ine Damf ballast 2 3 10% Uptight - PP2 - Painted Polyester 113 alecIrontc or non-slandard) -1/21-2-lannie& -lamp Ito asts (electronic or non-standafidj- G�_ 3/1 -Three l4amp ballasts (electronic or nonstandard) 4.Jericept.80HAD) ____25%1UpIi9h! ... 1/4 BOHO) _g ne 44a ballast (electronic of non-standard) /42-44amp& -lamp ballasts (elechon1cornon-standafti M1 EB - Electronic ballast SF-T5 Turret Industrial 28-28wTS(46') 120 FBIOR -Electronic ballast. program rapid starl, <10% THD E7LP - DEB-7LP ennerg. ballast, 600-700 lenders, UL dry life, TSF - Tandem 5F 35 - 35wT5 (58') 277 EELP - DEB-6LP emerg. ballast, 1230 formens, UL dry loc. 54HO - 54wTSHO (46-i 347 GLR# - Fusing, fast blow I = number of ballasts BOND - 8DwT5H0 (56') UNIF - Universal Power -Connect modular Wiling - sell sheet 1604-OA Voltage, 120 - 277 volt See Section 1600-OA for Option Information. See Page 1455.3-IF for Mounting Hardware. CANDLEPOWER Angie End a Cross 13 20 5 6 §2C35750' 21 7 215D 2107 2111 us 141 2010 7004 35 158 45 15118 58 1142 349 55 __ 1054 814 65 .rj.. as as $73 480 75 1,& 307 336 is 32 406.4�1' 310 95 1 S4 ' 12 105. 532 115 Me 125 LOWS34 513 466 145 278 381 1 sed .. 281 165 64 129 "WIFF 17 175 A, x" MAINTAINED ILLUMINATION TABLE. Square Feet/Fixture* in 80-50-20 Helleclarnes mLUF=0.75 205OLumCn(s/'L!a R-g-Iff"'; in ve lea in Room width divided by I hInghl 1 5 2 of I FlItureshe Retirement AAmp I. Ar" III, fuLpar Fixture ao.fLamps 2fc ran I A'__]__.5 - _'. 2. 1E. - 71 2-Lamp 2 .__1_142. 97 59 1 48 75HO 1 1 17 70 50 35 thlim, SPAH fentrudemends lot Specific Applications AVERAGE LUMINANCE COM11.1111 WITH 4400 LUMEN LAMPS, ANGLE END 45' CROSS 45 12720 13F73 11319 55 , 12754 10902 8420 65 12537 OD44 6739 75 11806 7038 7702 as 9530 16793 21103 W.19 W.UGHTIOSSFACIOR W.UDD)CULUXIn Ua.AmCUJ0IoNCUAfI0Do Ito . Gas & 40% MITO InIM' M BF . 1.0011ECTROMIC BALWT & IS VMP pdVM? At 70% LAID, LEE) COEFFICIENT OF UTILIZATION :.a 1: a ad 710, 1. 1. 30 RC If 0 105 10 IDS IN too IN 91 91 1 94 91 66 N 86 V 79 71 2 66 79 7' of 76 69 63 65 3 79 69 61 75 67 " a, 56 4 71 61 54 68 58 52 54 47 66 55 46 M 53 46 48 41 0 � 41 57 47 40 44 38 7 65 35 15 54 42 35 40 34 , ex p 3 50 31 32 35 H 9 48 36 2' '27 46 35 2 33 27 JL�. 41 33 207 30 2S LIGHT DISTRIBUTION DEGREES UUMINS %UMP %FIXTURE 0.30 17M 19.5 21.2 D-40 2058 32.5 35.3 "a 495i 50.3 61.1 "a 6244 70.9 77.1 90-180 1855 21.1 22.9 0-180 8099 92.0 IDD.0 CONSULT FACTORY FOR DATA ON OTHER PHOTOMETRIC COMBINATIONS DAY�Rrrl! LIGHTING, �.dvniim9ghuh,;..om 02007 0AY-BARE LIGWING 1401.1-IF 776SoWhC�eenSbeet-Tupeb,MimbsOpi388M-PH. T64521842.7212-FAX: 1662)MI-SSDI 00 12�07 CANADIAN CNIHSIONI C Knew" THE nIGH1 1. 189 B-Ind DAn, - M.Alhin., OrdarioI L3P IW4 - PH: (905) 294-9SM - FAk (905) 29�981 I ..e a Genlyle Company LIGHTING FIXTURE SPEC (E QUAL OR BETTER) SCALE: NONE 02 EXISTING BUILDING UNDERGROUND CITY TIE INTO EXISTING PANEL CONDUIT TO BE 'LV I" LOCATED IN NON-METALIC COPY MAINTENANCE SHOP, 175A I UNDERGROUND I/ /-30A 2 POLE NEMA 313 ELECTRICAL DISCONNECT SWITCH SUPPLY HE APPROVED PLANS ARE MODIFIED, A NEW SU13MITTAL TO THE CITY IS REQUIRED PRIOR FIXTURE FIXTURE TO THE CHANGE OCCURRING. NOTE: -SINGLE BREAKER LOCATION FROM EXISTING PANEL LOCATED IN MAINTENANCE BUILDING. -7- -SWITCHES TO BE AUTOMATIC MOTION DETECTION. IIIdm CS MCS -LIGHT FIXTURES TO BE CHAIN HUNG FROM ROOF STRUCTURE. FIXTURE= T5 FIXTURE (SEE DETAIL) MCS= MOTION CONTROL ON/OFF SWTCH LIGHTING. 0L *11aL611TW6 WN ka MAR 0 6 2013 SCALE: 1/4 = V 1 01 planning - design execution le- n=` Issas, . � Asal. es" �.xc.. � . . . man (2al) 867-9820 Cloll: (713) 409-7750 www.projectdesignpartners.com PROJECT NLHBER PROJECT TITLE ZTome 0 lentionne 0 LO lememe- 1"efifixon ry In w U) W Z 45; �xxxxxo < Z (mon) 0 W, < ineximm LLJ 0 0 0� loome-exxx 0 U) 0 IL W 0 (y) PROFESSIONAL SEAL 0 41 ... C3 In, Opp .............. for HASSAN MOGHADDAM X...................... .... 43233 eD 11 Qis�' - . G/SCZT III S/0-NAL 3-1- /3 ENGINEER OF RECORD: MOGHADDAM ENGINEERING TEXAS REGISTRATION NO. 43233 TBPE FIRM NO. 13508 2109 SAND MIGUEL DR. FRIENDSWOOD, TEXAS 77546 REVISIONS NO, DATE DESCRIPTION SCOPE OF THE DOCUMENT THIS DRAWING INDICATES THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING. THE MAJOR ARCHITECTURAL E EMEN No THE TYPE OF STRUCTURAL, MECHANICAL ELECTRICAL SYSTEMS. As SCOPE DOCUMENTS. THE DRAWINGS 00 NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR CONSTRUCTION WORK. THIS DOCUMENT is THE PROPERTY AND IS NOT TO BE USED. IN WHOLE OR IN PART. WITHOUT THE WRITTEN AUTHORIZATION OF WWAM Fa IM I IM 411CM IF THIS BAR DOES NOT MEASURE I'THEN DRAWING IS "4:31"r DRAWN BY: OUNEV CHECKED BY: DATE 03/01/2013 SHEET TITLE ELECTRICAL LIGHTING PLAN & NOTES DRAWING NUMBER SHEET NO. E 1 :71 L I 2X6 RECTANGULAR TUBING, AS TRUSS OR FILLER PIECE. WELD CLIP TO TRUSS OR TUBING EMBED CLIP INTO CAULK JOINT�=' BOND BEAM `L" CLIP 2X6 "L" CLIP 2 #5 REBAR--`;;. 7 CONTINUOUS IN BOND BEAM GROUT FILLED BOND BEAM 8- CMU BLOCK, EVERY OTHER CONTINUOUS COURSE 2X6 6X6X.25 MTL 6X6X.25 MTL-<�� HORIZONTA REINFORCEMENT "L" CLIP "L" CLIP 2X6 SIX NAM MORTAR JOINT 8u CMU BLOCK, ENLARGED WALL SECTION SCALE: NONE 03 4 12 26 GA METAL ROOF, COLOR AND Tg CHANNEL. STYLE BY OWNER CLIP LOCATI 0 N S SCALE: 1/2' -01, 04 RECTANGULAR STEEL TUBING CLIP WELDED TO ANCHORS IN BOND 2X6 GAL. MTL TRUSS BEAM EXISTING EXISTING ELEVATION SYSTEM BUILDING FF 51.13 // .' X6 �zz z RECTANGULAR STEEL CMU BOND BEAM W/ 2 TUBING CLIP WELDED Z Z� 2z_/� le #5 REBAR CONTINUOUS TO ANCHORS IN BOND FOR ENTIRE BEAM, BEAM GROUT FILL W/ 3000 PSI 14 X 20 INTERIOR CONCRETE CMU BOND BEAM W/ 2 GRADE BEAM, 14 X 20 EXTERIOR #5 REBAR CONTINUOUS NO SHEET LEDGE GRADE BEAM, FOR ENTIRE BEAM GROUT FILL W/ 3000 PSI NO SHEET LEDGE 11 ji X� CONCRETE X 20 EXTERIOR 14 X 20 EXTERIOR CITY NO SHEET LEDGE HORIZONTAL JOINT HORIZONTAL JOINT GRADE BEAM, GRADE BEAM, NO SHEET LEDGE REINFORCEMENT @ REINFORCEMENT @ EVERY OTHER EVERYOTHER k, MORTAR JOINT MORTAR JOINT COPY J rO2�� FD 01 FOR ENTIRE MONOLITHIC SLAB FD@ 4" SLAB, 3000 PSI CONCRETE, IF THE APPROVED PLANS ARE W/ #3 REBAR @ 16" BOTH WAYS L MODIFIED, A NEW SUBMITTAL TO BE #4 REBAR @ 36" TO THE CITY IS REQUIRED PRIOR VERTICAL REINFORCEMENT 10/ 7 -4V,' 7' CELLS GROUT FILL CELLS i TO *rHE CHANGE OCCURRING. 8X8XI6 CMU FF TO TO� OF WALL 8X8X16 CMU REINFORCEMENTS DOOR LOCATION DOOR LOCATION SYSTEM IN PARTITION NOTE: -FINISH OF SLAB TO BE SMOOTH FINISH A AND SEALED. DO NOT BROOM FINISH. EXTERIOR CONCRETE INTERIOR CONCRETE DO NOT LEAVE SLIPPERY. GRADE BEAM GRADE BEAM -SURFACE OF SLAB TO SLOPE 112' FROM EDGE OF SLAB TO FLOOR DRAINS. -FINISHED FLOOR OF SLAB TO BE 49.97'. I, . In N 1 4 �N' NOTE: 'TICAL CONTRACTORS MUST FIELD VERIFY ALL CONDITIONS REINFORCEMENT M MAXIMU DEPTH. OF GRA OF WORK PRIOR TO COMMENCEMENT OF ANY WORK. DE BEAM . . . .............. NOTE: MAR ANY DISCREPANCIES MUST BE NOTED IN WRITING TO THE OWNER AND APPROVED IN WRITING. EXTERIOR WALL SECTION PARTITION WALL DETAIL #1 SECTION DETAIL #2 02 WALL SECTION SCALE: NONIE 0 1 SCALE: 1/4 BEAM PLAN Aa 'led planning design execution ISE% Offl�F�(2al)Se7-0820 �11;(7113)40�"W www.projectdesignpartners.com, PROJECT NUMBER PROJECT TITLE z 0 0 LO ry r) w z < ozui LU OC- CL 0� 0 ()� 0 U) 0 (1 Uj 0 < (0.j ��S OF TC,�'%Ij 432 33 GI'D ........ GN NAL 3-1- 13 ENGINEER OF RECORD: MOGHADDAM ENGINEERING TEXAS REGISTRATION NO. 43233 TBIDE FIRM NO. 13508 2109 SAND MIGUEL DR. FRIENDSWOOD, TEXAS 77546 REVISIC)INIS NO. SCOPE OF THE DOCUMENT THIS DRAWING INDICATES THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENT$ AND THE TYPE OF STRUCTURAL, MECHANICAL ELECTRICAL SYSTEMS. As SCOPE DOCUMENTS, THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT Domm. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNLESS DATED AND NOTED As ISSUED FOR CONSTRUCTION WORK. THIS Doutim is THE PROPERTY Of AND IS NOT TO BE USED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF WWAP& I IftH IIICWR IF THIS BAR DOES NOT MEASURE i'THENLr§AWING IS DRAWN BY: DPL/NEV CHECKED BY. DATE 02126/2013 SHEET TITLE FOUNDATION BEAM DETAILS DRAWING NUMBER SHEET NO, � S 1 1., 1 NOTES TO DRAWINGS NOTES TO DRAWINGS GENERAL NOTES AND PROCEDURES SITE WORK 1. THE SCOPE OF WORK IS TO IMPROVE THE PROPERTY AS SHOW AND/OR AS NOTED. WERE THE I. CONTRACTOR'S SHALL PROVIDE ALL THE LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COM- CONTRACTOR FINDS CONDITIONS NEEDING ADDITIONAL WORK NOT SHOWN OR NOT NOTED, HE PLETE ALL THE SITE WORK AS REQUIRED AND AS SHOW ON THE PLANS. SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING AND GET AN APPROVAL BEFORE PROCEEDING. 2. ALL UNWANTED OBSTRUCTONS, CONCRETE SLABS, FENCES, ETC., WLL BE DEMOLISHED AND DIS- 2. REFER TO THE SURVEY DRAWING FOR THE BOUNDARY AND ANY DESCRIPTION OF ANY EXISTING POSED OF OFF THE SITE BY CONTRACTOR, UNLESS SPECIFIED OTHERWISE. VERIFY WITH OWNER IMPROVEMENTS WITHIN THE SITE. REGARDING THE DEMOLITION OF WORK PRIOR TO CONSTRUCTION. 3. THE DIMENSONS, LOCATIONS, AND DETAILS SHOWN ARE BASED ON THE BEST AVAILABLE INFORM- 3. DIMENSIONS, BUILDING LOCATION AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORM- ATION AT THE TIME OF PREPARATION OF THESE DRAWINGS. DEVIATIONS MICH ARE NECESSARY ATION AT THE TIME OF LAYOUT. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH OR WHICH CONFLICT SHALL BE REPORTED TO THE ARCHITECT AND/OR ENGINEER. CONTRACTOR CHANGES OR CONFLICTS BETWEEN THESE PLANS AND FIELD CONDITIONS ARE TO BE REPORTED SHALL HAVE FULL RESPONSIBILITY FOR DEVIATIONS NOT AVAILABLE TO OR APPROVED BY THE TO THE ENGINEER AND/OR OWNER, PRIOR TO STARTING CONSTRUCTION. ARCHITECT MD/OR ENGINEER. 4. REMOVE ALL VEGETATION, ROLL AND COMPACT AREAS BEFORE REPLACING WITH FILL MATERIAL 4. ALL DIMENSIONS OF THE EXISTING SITE CONDITIONS AS SHOW ON SITE PLAN ARE APPROXIMATE, EXISTING SUBGRADE SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF 8'. AND ARE FOR GENERAL GUIDELINE PURPOSES ONLY. CONTRACTOR TO VERIFY ALL DIMENSIONS OF THE EXISTING SITE COND11IONS PRIOR TO BIDDING AND/OR CONSTRUCTION. ANY DISCREPM61ES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OWNER AND GEOTECHNICAL ENGINEER SHALL BE REPORTED TO ENGINEER IMMEDIATELY. IMMEDIATELY OF ANY SPECIAL SOIL OR WATER CONDITIONS THAT ARE PRESENT ON THE SITE. DO 5. THE CONTRACTOR SHALL VISIT AND EXAMINE THE SITE OF THE WORK, THE QUANTITY OF WORK, NOT PROCEED WITH FURTHER WORK UNTIL COMMON IS CLARIFIED. AND CONDITION OF SITE PRIOR TO SUBMITTING THE BID PROPOSAL AS SUCH, THE CONTRACTOR 6. FILL MATERIAL SHALL BE CLEAN EARTH, FREE OF ALL OBJECTIONABLE FOREIGN OBJECTS. SHALL ASSURE HIMSELF THAT THE WORK CAN HE COMPLETED AS SET FORTH IN THESE PLANS PLASTICITY INDEX SHALL BE LESS THAN 10 AND MAXIMUM LIQUID LIMIT SHALL BE 25. AND SPECIFICATIONS. 7. FILL MATERIAL, BASE AND SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF 6. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE W1 ASTM DENSITY TEST NO. PERTAINING TO THE HEALTH AND SAFETY OF EMPLOYEES, AND HOLD HARMLESS THE OMER, D-698, METHOD A, (STANDARD PROCTOR TEST), ALLOWABLE VARIATION IN MOISTURE CONTENT ARCHITECT AND ENGINEER REGARDING SUCH ACTIONS. SHALL BE ±3 PERCENT OF OPTIMUM MOISTURE CONTENT. THE FILL MATERIAL SHALL HE PLACED IN LOOSE LIFTS NOT EXCEEDING C IN THICKNESS. 7. THE CONTRACTOR OR HIS SUBCONTRACTOR IS RESPONSIBLE FOR ANY AD017IONAL PERMITS, INSPECVONS, STATE ANO/OR LOCAL THAT ARE REQUIRED, AND MUST PAY FOR SAME. 8. THE CONTRACTOR SHALL BE REQUIRED TO STABILIZE SLOPED AREAS. THE CONTRACTOR SHALL GRADE AND SEED OR SOD THE AREA WITH THE PROVISION THAT HE SHALL MAINTAIN THE SODDED 8, IT SHALL BE REQUIRED THAT ALL MATERIALS AND WORKMANSHIP COMPLY WITH THE REQUIRE- AREA AS REQUIRED UNTIL SUCH TIME THAT THERE IS SUITABLE GROWTH TO ADEQUATELY PROTECT MENTS OF THE APPROPRIATE STANDARDS AND CODES, LATEST EDITION, INCLUDING ALL ADDENDA. THE EMBANKMENT. THE MAXIMUM SUITABLE SLOPE SHALL BE 2:1. CONTRACTOR SHALL MATCH ANY MATERIAL OR ITEMS NOT SPECIFICALLY INCLUDED IN THESE SPECIFICATIONS SHALL ALSO EXISTING GRADES AT ALL PROPERTY LINES AROUND THE Sit, UNLESS OTHERWISE SHOWN ON MEET SUCH REQUIREMENTS OF THE ABOVE STANDARDS AND CODES. I GRADING PLAN. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF EXISTING IMPROVEMENTS, 9. CONTRACTOR SHALL FINISH SURFACES TO SLOPES INDICATED ON THE SITE PLAN TO OBTAIN UNLESS NOTED OTHERWISE, ON THE SITE INCLUDING THOSE ABOVE AND UNDERGROUND. THE POSITIVE DRAINAGE OF SURFACE WATER. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REMOVAL FROM THE SITE OF ALL DEM- OUSHED MATERIALS, THE FILLING OF ALL DEPRESSIONS CAUSED By DEMOLITION AND THE 10. Ali POCKETS OF SOFT CLAY, ORGANIC MATERIALS, WET MATERIALS, AND/OR OTHER UNSUITABLE GRADING OF THESE AREAS. MATERIALS SHOULD BE REPLACED WITH SELECT BACKFILL AND COMPACTED AS REQUIRED. 10. CLEAN-UP SHALL BE PERFORMED CONTINUOUSLY DURING WORKING DAYS TO KEEP BUILDING AND 11, THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOW ARE AS PER RECORD DRAWINGS AND PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND RUBBISH AND UNUSED SURPLUS HAVE NOT BEEN VERIFIED BY ACTUAL FIELD CHECKS. CONTRACTOR TO VERIFY EXACT LOCATION MATERIALS FROM AND ABOUT THE 51TE AND PREMISES, AND LEAVE THE SITE CLEAN. OF ALL EXISTNG UTILITIES PRIOR TO CONSTRUCTION. 11. COORDINATON OF ALL WORK BETWEEN DIFFERENT TRADES IS THE RESPONSIBILITY OF THE GENERAL 12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXERCISE EXTREME CARE IN REGARDS TO CONTRACTOR ALL EXISTflNG UTUTIES, TRAFFIC SIGNS, STREET MARKERS, SHRUBBERY, DRIVEWAYS, WALKS, ETC., WHETHER SHOWN ON THE DRAWINGS OR NOT. THE CONTRACTOR SHALL EITHER REPAIR THE 12. AT THE END OF CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL DELIVER To DAMAGE OR MAKE RESTITUTION TO THE DOERS OF SUCH PROPERTY. THE OWNER A COMPLETE SET OF (AS -BUILT DRAWINGS) SHOWING LOCATIONS OF WORK INSTAULD, INCLUDING CHANGES TO ALL UNDERGROUND UTILITIES, CERTIFICATIONS, AFFIDAVITS, 13. GENERAL CONTRACTOR IS TO INCLUDE IN BID ALL UTILITY COSTS NECESSARY TO PROVIDE COMPLETE OPERATION INSTRUCTIONS, MANUFACTURER'S INSTRUCTIONS ON ALL EQUIPMENT AND DEMONSTRATE COSTS AND WATER SERVICE AS REQUIRED By LOCAL CODES AND UTILITY COMPANIES. THAT ALL IS IN PROPER WORKING ORDER. 13. CONTRACTOR TO PLAN AND PERFORM HIS WORK IN A MANNER THAT WILL PERMIT SAFE PUBLIC 14. CONTRACTOR TO PAVE AS SPECIFIED, PAINT STRIPING, ARROWS, ETC., AS SHOW ON SITE PLAN. TRAFFIC ON ALL STREETS. 15. PAINT FOR PAVEMENT MARKING SHALL HE WITE OR YELLOW AS CALLED FOR AND SHALL BE NON - REFLECTIVE PAINT CONFORMING TO THE REQUIREMENTS OF FEDERAL SPECIFICATIONS. PAINT SHALL 14. WERE REQUIRED CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CON- BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. FORMANCE WITH THE TEXAS MANUAL UNIFORM TRAFFIC CONTROL DEVICES. (MOST RECENT ADDITION AS REVISED) DURING CONSTRUCTION. 16. PRIOR TO APPLICATION OF PAINT, THE SURFACE TO BE PAINTED SHALL BE CLEANED OF ALL DIRT, 15. CONTRACTOR SHALL PROVIDE PROTECTIVE DEVICES SUCH AS SIGNS, LIGHTS. AND SIGNALS FOR GREASE, OIL, ACID OR ANY FOREIGN MATERIAL, WHICH WOULD REDUCE THE BOND BETWEEN THE THE SAFETY OF THE PUBLIC AND WORKERS, AS REQUIRED. PAINT AND PAVEMENT. 16. IN ORDER TO BLOCK ANY PORTION OF THE ROADWAY, A SEPARATE PERMIT ISSUED BY THE LOCAL AUTHORITY MAY HE REQUIRED. 17. CONTRACTOR SHALL COVER EXCAVATIONS WITH ANCHORED STEEL PLATES DURING NON -WORKING HOURS. 18. ALL WORK SHALL BE PURSUED IN ACCORDANCE WITH LOCAL REGULATIONS. NO WORK SHALL BE DONE ON ROADWAY BETWEEN THE HOURS OF 6:00 A.M. TO 9:00 A.M. AND 4:00 P.M. To 7: 00 P.M. 19. CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACH DIRECTION DU RING WORKING HOURS. 20. CONTRACTOR SHALL RESTORE THE RIGHT-OF-WAY TO THE SATISFACTION OF THE LOCAL AUTH- ORITY. ANY DAMAGE TO EXISTING PAVEMENT, ROADBED, DITCHES, DRAINAGE OR OTHER STRUCTURES, SHALL BE REPAIRED TO PRE -CONSTRUCTION CONDITION AT THE CONTRACTOR'S OWN EXPENSE. 21. OWNER SHALL NOT HE RESPONSIBLE FOR THE PROTECTION AND/OR SAFETY OF THE CONTRACTOR'S WORK, WORKERS, SUBCONTRACTORS, MATERJAL AND/OR EQUIPMENT, 22. OMER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE IF TESTS PROW SATTSFACTORY (PER REFERENCED SPECIFICATIONS) THE TEST WILL BE AT OWER'S EXPENSE. OTHERWISE CONCRETE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR COST OF TESTS AND ANY AND ALL REPLACEMENT OF PAVING AREk NOTES TO DRAWINGS SLAB AND PAVEMENT AND DRAINAGE 1. ALL CONCRETE FOR PAVEMENT SHALL HAW A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE DESIGN MIX SHALL BE IN ACCORDANCE WITH "HE ACI BUILDING CODE REQUIREMENTS (ACI 318 LATEST EDITION), 2. ALL CONCRETE SHALL HE DESIGNED, MIXED, TRANSPORTED, AND PLACED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE (Acl). 3. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 1-1/2 INCHES AND �INE AGGREGATE SHALL BE CLEAN WITHOUT ANY CLAY PARTICLES. 4. MINIMUM CONTENT OF CEMENT TO BE FIVE (5) SACKS PER CUBIC YARD. MAXIMUM SLUMP FOUR (4) INCHES. 5. ALL CONCRETE SHALL BE AIR ENTRAINED CONFORMING TO ASTM C260. MINIMUM AIR CONTENT FOUR (t) PERCENT. ANY OTHER ADDITIVES SHALL BE SUBJECT TO PRIOR AQPRUIVAL 6. ALL CONCRETE SHALL HAVE A MAX. WATER/CEMENT RATIO OF 0.53 (6 GALLONS/FIAG) 7. STIRRUPS AND TIES: ASTM A-616, GRADE 40, UNLESS NOTED OTHERWISE. 8. LAPS AND SPLICES. MINIMUM 30 BAR DIAMETERS OF LARGER DIAMETER BAR. 9. REINFORCEMENT SHALL BE SECURELY SUPPORTED TO PREVENT BOTH VERTICAL AND HORJZONTAL MOVEMENT DURING PLACING OF CONCRETE. PARKING AND DRIVE AREAS TO BE REINFORCED W/ 14 BARS AT 16' D.C. EACH DIRECTION. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 40' D.C.. PLACE #4 BARS AT 16- D.C. FOR 8- THICK CONCRETE. 10. CONCRETE SIDEWALKS TO BE 3000 PSI CONCRETE, 4 INCHES THICK WITH 6X6 -6 GA. WELDED WIRE MESH REINFORCED, UNLESS NOTED OTHERWISE. 11. ALL CONCRETE CURBS TO BE CONSTRUCTED OF 4000 PSI CONCRETE. 12. THE CONCRETE TRASH ENCLOSURE APRON SHALL BE SIX (6) INCHES THICK OF 4000 PSI CONCRETE, REINFORCED WITH NO. 4 BARS AT 18 INCH ON CENTER EACH WAY. 13. PROVIDE CONTROL JOINTS, EXPANSION JOINTS AND CONSTRUCTION JOINTS FOR CONCRETE PAVEMENT AS SHOW AND SPECIFIED IN RELATED DETAILS. 14. REFER TO SITE PLAN FOR THICKNESS OF REINFORCED POURED IN PLACE CONCRETE PAVING SURFACE WITH LONGITUDINAL COLD KEY JOINTS 20! D.C. MAX. W/ LATERAL WET PRESSED CONTROL JOINTS 20! D.C. MAXIMUM OVER 95% STANDARD PROCTOR COMPACTED SUBSOIL BISE OR AS RECOMMENDED BY SOIL ENGINEER. IS. DRIVEWAYS TO BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SVECIFICATIONS OF THE CITY, COUNTY, OR STATE HIGHWAY DEPARTMENT, MICHEVER APPLIES. 16. FINISHES FOR PAVEMENT, SIDEWALKS ANODRIVEWAY SHALL BE SKID -RESISTANT FINISH UNLESS NOTED OTHERWISE. 17. CATCH BASINS TO BE CONSTRUCTED OF.3000 Psi CONCRETE. PRECAST CATCH BASINS ARE ALLOWED WHERE PERMITTED BY LOCAL CODES. 18. ALL CONCRETE PIPE 12 INCH DIAMETER OR LARGER SHALL MEET THE REQUIREMENTS OF ASTM DESIGNATION C-76 (CLASS 111. WALL TYPE B) UNLESS OTHERWISE NOTEO ON PLANS. 19. FLEXIBLE TYPE PAVING, IF CALLED FOR, SHALL BE TWO (2) INCH ASPHALTC CONCRETE SURFACE COURSE, BASE TO BE 6 INCHES THICK CRUSHED ROCK OR OTHER SUITIBLE MATERIAL APPROVED BY LOCAL CODES, COMPACTED AND SHkPED TO LINE AND GRADE AS NOTED AND SHOWN ON THE PLANS. 20. RESURFACING OF EXISTING ASPHALTIC PAI KING IF CALLED FOR. TO I BE FU`XIBLE TYPE. ASPHAL71C CONCRETE SURFACE TO BE kPPLiE; AS FOLLOWS: EXISTING ASPHALTIC PAVEMENT TO BE CLEANED. ALL HOLES TO BE CU ANED AND COMPACTED WITH CRUSHED ROCK OR SUITABLE BASE MATERIAL A TACK COIT SHALL BE APPLIED AT A RATE OF .05 GALLONS PER C SQUARE YARD OVER ENTIRE AREA To WITHIN 24 HOURS OF TACK COAT A ' CATION. THICKNESS OF SURFACE COURSE TO BE AS JE RESURFACED. RESURFACING SMALL BE COMPLETED SHOWN ON PLANS. MINIMUM THICKNI TO BE ONE (1) INCH. C.D m M In V) Z C/) .< cr U.J UJ Lo . :z #4 DIAGONAL 112' EXPANSION In - - SLOPE 1/8" #4 BARS @ 12' 3 #5 TOP JOINT MATERIAL to F_ D.C. EACH WAY FT. < 4 t % GRADE) 2* SM D CUSHION BASE #3 12' EACH WAY C-4 6- 6 MIL POLY VAPOR BARRIER #3 STIRRUPS 0 2V O.p 3 #5 BOTTOM 14- FOUNDATION SLAB (SEE DETAIL) TYPICAL ALL CON RETE FLAT WORK (STOOP, SIDEWALK, DRIVEWAY, ETC.) FOUNDATION TO FLAT WORK CONNECTION (05� NOTE-: PAVING CHAIRS OF APPROPRIATE HEIGHT TO BE USED UNDER SLAB REINFORCING. APPROPRIATE EXPANSION JOINT MATERIAL TO BE PLACED BETWEEN BUILDING FOUNDATION AND OUTSIDE PAVING WHERE THEY ARE CONTIGUOUS. CEDAR OR REDWOOD MAY BE USED. 5/8� X 24"0 15" D.C. REBAR ,�--6' PREFORMED KEYWAY C _#3 @ 12'E/W C) 5Z r _:� p BEAM DETAILS OPT. A HAND TOOLED JOINT OPT. B SAW CUT WITHIN EIGHTEEN HOURS OPT. C CEDAR OR REDWOOD INSERT @ ITE/W OPT. D PLASTIC INSERT 57< 61 2' SAND CUSHION 6 MIL POLY VAPOR 84 #3 STIRRUIll BEAM @ BRICK LEDGE 3 - #5 TOP #3 @ 12' D.C. EACH WAY m=: L06 NO #4 DIAGONAL LEDGE 2' SAND CUSHION go 6 MIL POLY VAPOR BARRIER #3 STIRRUPS @ 24'-�, 3 - #5 BOTTOM 1'-24 BEAM @ SHEET LEDGE 3 - #5 TOP #3 @ 12' D.C. EACH WAY #4 DIAGONAL #4 DIAGONAL '4� 2' SAND CUSHION 6 HIL POLY VAPOR BARRIER #3 STIRRUPS @ 24o 3 - #5 BOTTOM INTERIOR GRADE BEAM nO2 PROFESVOMSEAL OF .......... op %M 10 3 to u,� fl'/ST 0 A" III '�/ONAL CITY COPY 3-1- /3 MOGHADDAM ENGINEERING TEXAS REGISTRATION NO. 43233 TBPE FIRM NO. 13508 I l®rll EPROJECT NU MEER PROJECT TITLE Z n o < 0 Lo Ne ro) ry CL U) z (a) 0 z uj W 0 < n 0 0 U) 0 1 wo< ry 2109 SAND MIGUEL DR. FRIENDSWOOD, TEXAS 77546 IF THE APPROVED PLANS ARE MODIFIED, A NEVV SUBMITTAL REVISIONS TO THE CITY IS REQUIRED PRIOR NO. DATE DESCRIPTION TO THE GHAINGF OCCURRING. 2 4 SCOPE OF THE DOCUMENT �qp 7� NAR 0 R THIS DRAWING INDICATES THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CoNca% THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL ELECTRICAL SYSTEMS. As SCOPE DOCUMENTS, THE DRAWINGS 00 NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED. THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLnoN OF THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION L44LESS DATED AND NOTED AS ISSUED FOR CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY OF AND IS NOT TO BE USED. IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF - BeamDatalls NOTE: CONTRACTORS MUST FIELD VERIFY ALL CONDITIONS OF WORK PRIOR TO COMMENCEMENT OF ANY WORK ftV 4C=- -DOES IF THIS BAR NOT MEASURE f THENLVAN NO IS mcb v -vc� MRHH;_mi� DRAWN BY: EV DPL/N CHECKED By: DATE- -9/26/2013 SHEET T17LE NOTE: FOUNDATION ANY DISCREPANCIES MUST BE NOTED IN WRITING TO THE OWNER AND, APPROVED IN WRITING. BEAM DETAILS DRAWING NLHBER SH T NO. SLCALE. NONE Djsl.2 2" AN J, 2 ... ... 2 ...... 2 Ix. < 2 2- CITY COPV IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED P'.PrlY. TO THE CHANOE MAR 2013 SANITARY RISER DIAGRAM SCALE: N.T.S. (ISO/31) 1/4" T) 02 'PLUMBING RISER DIAGRAM SCALE: N.T.S. (ISO/31) 1/4" V) 0 1 5 rAw 5 planning - design execution 01flcolF�: (201.) 887-9820 Call: (713) 408-7780 www.p rojecildesignpariners.com PROJECT NUMBER PROJECT TITLE z 0 0 L0 W Lij Z Z 0 jd < If W 0 0. ry 0 Or— o U) 0 0. wo< ry (D (y) PROFESSIONAL SEAL OF -r4%jj .......... �RGHADD .. I ........ 43233 NAL 3- 1- /3 ENGINEER OF RECORD: MOGHADDAM ENGINEERING TEXAS REGISTRATION NO. 43233 TBPE FIRM NO. 13508 2109 SAND MIGUEL DR. FRIENDSWOOD, TEXAS 77546 REVISIC)NS NO. DATE DESCRIPTION SCOPE OF THE DOCUMENT THIS DRAWING INDICATES THE GENERAL SCOPE Of THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL. MECHANICAL ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FLU PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR CONSTRUCTION WORK. THE DOCUMENT IS THE PROPERTY OF AND IS NOT TO BE USED, IN WHOLE OR IN PART, W17HOUT THE WRITTEN AUTHORIZATIDN 00 Eli 0 r4 4C= IF THIS BAR DOES NOT MEASURE i'THEN DRAWING 15 DRAWN BY; DPL INEV CHEC.OD BY. DATE 03101/2013 SHEET TITLE PLUMBING RISERS DRAWING NUMBER SHEE P 1 1 ,