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HomeMy WebLinkAboutSPR2015-900098_017., ICA y f? a� .,a S '4e tits' Tc, 81C •o.l �cr's a� `i u REINFORCED CONCRETE SLAB FOR TRASH COMPACTOR - SEE STRUCTURAL 6'-11" r-M Coordinate final location with Civil Drawings k 5. t� 9-M SLOPE TO DRAIN 34'-8" 6'-II" 6-II" 7'-0" x y �_ I 15TURN AROUND \ / 7'-3" EXTERIOR WALL SCONCE ATTACHED TO PHOTOCELL Plan 0' 1 12' 4' 81 1/4" = P-0" 1 / `11 _ 11 011 9'-4" 4'-5" Low voltage lighting to illuminate sign N 61 S Exterior Elevation I/4" = P-0" G-1 116" 4 Exterior Elevation 1 /4" = 1'-0" 71-32" 7 I -I 2 Exterior Elevation 7 BEVEL THE TOP I" OF POST AT A 45° ANGLE 2X4 P.T. TOP RAIL LAID FLAT 2x4 P.T. I X4' P.T. TOP RAIL LAID FLAT TOP RAIL LAID FLAT Ix4 P.T. TURNED VERTICAL FENCE TO BE STAINED WITH LIFE TIME STAIN 2X P.T. NAILER - PAINTED 6'X6' WOOD POST SEE STRUCTURAL FOR MORE INFORMATION COLOR TO BE DURANGO 2137 30 I X4 P.T. FRAME AROUND 5/4" X 6" X 8' P.T. BOARDS FENCE 0 2X P.T. NAILER - SEE STRUCTURAL FOR MORE INFORMATION TX4"X8' P.T. LAID FLAT FOR BOTTOM RAIL FOUNDATION BEYOND - ; SEE STRUCTURAL Ihl i Il •'.:,,:.� ! ! FINISHED GRADE !I. 11.11 �II!� CONCRETE FOOTING - SEE i! ! ! STRUCTURAL I ;! t ! COMPACTED SUBGRADE ANGLE IRON EMBEDDED IN CONCRETEI.:f;;:; r1! _IjI•�_ ;^:}. i .._l USED TO ANCHOR WOOD POST. SEE i�(,-,.,;; , �— '._.+� STRUCTURAL FOR MORE INFORMATION Section(7�Section ection Structural AM I 1 /4" = r-o" AI - I 1 /4" = 1'-0" THIS DRAWING IS THE PROPERTY OF NEQUETTE ARCHITECTS, INC. (DBA DUNGAN NEQUETTE ARCHITECTS) AND IS NOT TO BE REPRODUCED, COPIED OR ALTERED IN WHOLE OR IN PART OR USED WITHOUT THE APPROVAL OF NEQUETTE ARCHITECTS, INC, AND IS TO BE RETURNED UPON REQUEST DUNGAN r7. NEQUETTE ARC.H:ITECTS 2829 Second Avenue South Suite 240 Birmingha.z Alabama 35233 s t 205.322.6455 K f 205.322.6167 dungan-neque,tte.co'm 4:'0 t tt5 , Issue `for Permit � . TH ;COTTAGES of College Station TEAS I ; .r COMPACTOR l COLLEGE STATION, TX NUMBER 14035 MARCH 101:2015 Drawn by: EAL Checked by: LN ? 'Rev 1 REVI ION Plans, Elevations, Section CROSS SLOPE NOTES: 2% MIN. 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH BICS UNIFIED DESIGN GUIDELINES. CROSS SLOPE 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS SIDEWALK @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C. CROSS S DOPE 2% MAX., 1% MIN. -� 2%to 4/0 _ - 3 WI H #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18DO.0 ENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) PAVEMENT CURB /,777M, A 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 04% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. 8' TYP. SEAL WITH NOTE: JOINT MATERIAL NSION SMOOTH DOWEL BAR THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE 1/2"0 X 18" 12" O.C. REQUIREMENTS - BERMS MAY BE REQUIRED 114" R COATED WITH HEAVY � OUTSIDE OF THE SIDEWALK. y -�{ 3/4" COATED 3'-0" MIN. _ 1 5'-0" VARIES- ° 4" E12% MAX. ---^"'�� y � ° toy r Si • � ®�,�,�ope� .r ,1. ,-,.,,i, . I y y its deco y ,� ty , RECYCLED MATERIAL,1/2" "•' . '. `' SEE NOTE 4 NISI o Ik (�n THICK AS MANUFACTURED a ` + e + BY J.D. RUSSELL CO. OR 3" LONG METAL OR PLASTIC CAP INSIDE APPROVED EQUAL DIAMETER TO BE 1116" GREATERIHAN qsA a_a - y DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2"OF #3 BARS @ 12" O.C.E.W. OR 28-DAY CONCRETE h + #4 BARS 18" O.C.E.W. STRENGTH = 3000 PSI DOWEL AND HAVE STOP SO END OF °eTHICK S ° ° SEE FINISH NOTE PER TAS CAP IS 1" FROM END OF BAR. STANDARDS ALONG LOCAL STREETS SIDEWALK EXPANSION SIDEWALK SLOPE REQUIREMENTS Fswi-oo & CONSTRUCTION JOINT e '-0" MIN �4"x4"x3116" STRUCTURAL STEEL TUBING r 6' 0" V 5 r-s-'c-8' O.C. MAXIMUM-�I�-B' O.C. MAXIMUM -"-I r-12" O.C. 1I8" TO 3/16"� I SEAL W TH EXPANSION __. _ I MIN 8" MAX 24" INTO ALL JOINTS AMI 4V AND LARGER 4" CONC. SIDE 6" 3-1/ AL PEDESTRIAN ,/2"DIA. BOLT • ,: • ... , . GUARDRAIL CONNECTIOND, ° � ' • ° ".° • ° ° •,' � 7.5 " ACCEABLE ' • ° ; , ° - TRAFFIPTC RATED 8'-0" VAR , SW1-01 °•• s s • . ► ,. ! - s .° . PAVER MATERIAL 2% MAX. GENERAL NOTES: 1" MA D LAYING COURSE ` :. SEE NOTE 4 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION ACCEPTABLE SEE NOTE 3 SHALL BE ADEQUATELY BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL GROWTH IS TRAFFIC RATED 28-DAY CONCRETE ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. PAVER MATERIAL #3 BARS @ 12" O. OR STRENGTH = 3000 PSI BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. #4 BARS @ 18" E.W. THICK MIN. 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 S WALK PAVER SECTI FINISH NOTE ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. "VARIES 4' 3' y ) GREEN SPACE { a 6' SIDEWALK•'•'• ' • a IaF( PROPERTY LINE `L _ CONCRETE SIDEWALK CROSSWALK DIMENSIONS CROSSWALK DIMENSION , CROSSWALK MARKINGS ID CROSSWALK MARKING ND STOP LINE LOCATION � ALL STOP LINE LOCATION -; ALL BE AS SHOWN ELSE RE IN 4' BE AS SHOWN ELS ERE IN THE PLANS. THE PLANS. "VARIES Lq�O�G 8• SIDEWALK DETECTABLE F3,S' . • .'. ' • S' WARNING tp a - -• SURFACE I r .iP P DETECTABLE \ p'< W R NIIN PROPERTY LINE c'S\ 6 4 4 9�i h • ..:. 23' 10' CURB RADIU9 ' ' '• 'J1,p •, .' 21.�' (20' CURB RADIOS) 16.5' (25' CURB RADIUS) �Q • .: ,•'' W :e Y a Q Q z 23' (10' CURB RADIUS) CROSS SLOPE NOT TO EXCE \ °' 2% OR BE LESS THAN 1% .iNY o W 21.5' 20' CURB RADIUS 16.5' CURB RADIUS y y (25' 1 OF RAMP OR T SITION O • . : TO STREETPORTION 1 .• .. • ( •K CROSS SLOPE NOT TO E D I `' ' ' I ... • . 2% OR BE LESS THAN 1° ' N ANY ' • . 1 PORTION OF RAMP O ANSITION • •' TO STREET 8' 5' 3' 6' SIDEWALK AMBULATORY 8' EWALK AMBULATORY RAMP AT STREET INTERSECTION P AT STREET INTERSECTION SW3- * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY UOMINAL VARIES NEENAH 1 AR SPACE E PLACE A EQUAL SWl-02 BARS TRENCH GRATE M "4,ONLY BE ff ALLOWED WITH PR APPROVA FROM THE CITY ENG ' ER AND WHERE THERE IS NO ER STORM SEWER SYSTE AVAILABLE. Isomel77C View S EWALK DRAINAGE SW3-61 TRENCH GRATE * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION / TO STREET / TO STREET / TO STREET PROPERTY / PROPERTY / LINE PROPERTY LINE LINE DETECTABLE DETECTABLE / DETECTABLE ARNING WARNING WARNING vW / 8' SIDEWALK SURFACE _ �1 1 SURFACE 1* - SURFACE y Z AMP* '`:., Z RAMP RAMP* ::. 6'SIDEWALK 1:1 ;:S 5'SIDEWALK g MAX, ;,,;i Z' '-x SLOPE _ in SLOPE -v SLOPE MAX. EXPANSION JT. & 3. EXPANSION JT. & 3' SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, EXPANSION JT. & 1C/APDIA. 2X 10 C. WITH CA DIA. X 1.C. WITH (� (CAP C� 12" O.C. BACK SMOOTH DOWEL BAR, BACK (COATED W/HEAVY OF CURB BAC 6' MIN. GREASE) W/HEAVY OF CURB 1/2" DIA. X 16", WITH OF CURB 6' MIN. GREASE) 6' MIN. CAP Q 12" O.C. ((COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP U SIDEWALK AMBULATORY RAMP S SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 I SW3-05 DETECTABLE WARNINGS PEDESTRIAN FACILITIES CROSSWALKS: GENERAL NOTES: GENERAL NOTES: N44 m__ b DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC Z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. 1. CURB RAMPS MUST CONTAIN A DETE L3 E WARNING 1. ALL SLnPE3 ARE MAXIMUM ALLOWABLE- THE LEAST THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION SURFACE THAT CONSISTS OF RAI - kUNCATED POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY ix LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION AS DOMES COMPLYING WITH SEC 29 OF THE TEXAS SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE 0 t- WELL AS INFORMING DRIVERS WHERE PEDESTRIANS ACCESSIBILITY STANDARD )) THE SURFACE MUST OF APPROACH SIDEWALKS AS DIRECTED. MAYBE PRESENT. NOT ALL LOCATIONS NEED THE CONTRAST VISUALLY W bJOINING SURFACES, ooW.�c CROSSWALKS MARKED HOWEVER, TYPICALLY INCLUDING SIDE F FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM N �-- COLLECTOR AND ARTERIAL STREETS DO. AS STATED DARK RED DETE e" E WARNING SURFACE ADJACENT TO 2% SLOPE IN ANY DIRECTION. Z :q.0 s'b:a4.Q 4" MAX, IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE UNCOLORED WRETE, UNLESS SPECIFIED ELSEWHERE O o i o:a.o,o.o,q�{ o n;o ND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS - N °Op.oC O.o a_o LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. IN THE P SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN N o ao.a o QOOo 2. DE rBLE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL THE CITY OF BRYAN'S PREFERENCE FOR MARKING ANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. CROSSWALKS IS THE LONGITUDINAL (OR "LADDER" w STYLE). THE CITY OF COLLEGE STATION'S ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. �_6"MIN. FACE O HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY 10" MAX. CURB SCHOOL OR SCHOOL ZONES AND OTHER HIGH PEDESTRIAN CROSSINGS, TPE LONGITUDINAL APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS "LADDER" STYLE) IS PREFERRED. DEVIATI h'-,, OM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS THESE PREFERENCES WILL BE ALLOWEti' WITH PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE 'CAL PLACEMENT OF DETECTABLE WARNI THE APPROVAL OF THE CITY ENGIN 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, OTHERWISE, PROVIDE FLARED SIDES. SURFACE. ON LANDING AT STREET EDGE � LONGITUDINAL STYLE MA,. G SHALL BE 24" AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR D 8 FEET IN LENG�PACED 48-INCHES LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAYBE APAFti E TRANSVE rARKINGS SHALL CONSIST FOUND IN THE CURRENT EDITION OF THE TEXAS � SEPARATED BY 6 FEET SW2-00 OF UNMAR H w ENTE ALL CROSSWALK PAVEMENT 6. THAT THE BEDGE LE ANEAREST THRNING E CURCES B LANE S A MINIMUM LL BE TED S O ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. MARKINGSVAYS MEET TxDOT'S SPECIFICATION 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN FOR TYP . W '+!NLESS OTHERWISE APPROVED FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE z BY T ENGINEElk, CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSJBLE PASSAGE OVER OR a z LANDING THROUGH THEM. O UITIONAL INFORMATION A CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED f-_jp CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND wj V AND CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE OQ� CROSSWALKS WITH BRICK PAVERS, ST h. ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK ILF-a DETECTABLE WARNING SU STAMPED CONCRETE, ETC., SHALL ALSO R IRE MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE (DOMES TO RUN PARALL RETRO-REFLECTIVE, THERMOPLASTIC TRANS" DIRECTEALIGNEDD BY THE ENGITH NEER. RL CROSSWALKS, OR AS PEDESTRIAN TRAVEL STRIPING. 4" MAX 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN AND USUAL IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 4 o:d;rU:o':a 4;6 d 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE z o:n b;o.d: o:o.a SIDE FLARE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES 4 PENETRATES A CURB. a do;�oo .d:o4 TYP. (PENETRATES) 0 0 0 o b a;oo.S 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6" MIN FACE OF 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS 10" MAX CURB CONNECT TO THE STREET. PIC CEMENT OF DETECTABLE 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. G SURFACE ON SLOPING RAMP RUN SW2-01 ~� 1" 2" GENERAL NOTES (PAVERS) /8. FURNISH DETECTABLE WARNING PAVER UNITS MEE: CL REQUIREMENTS OF ASTM C-936, C-33. LAY IN " .uYTWO O 2-3/8 �- UNIT BASKET WEAVE PATTERN OR AS DIRF, LAY FULL-SIZE UNITS FIRST FO .03`BY CLOSURE UNITS �'� r T 1 Q z 5' x 5' - CONSISTING OF AT LEA$T-itrENT OF A FULL UNIT. CUT Fes- JO LANDING 000 O1 O DETECTABLE wARNI r t(2 UNITS USING A POWER SAW. WmWo >LU 4" O O O O ", w>W LANDING a aI-c 8" ° DETECTABLE WARNING NO.3 REBAR AROUND PAVER INSET PAVER WITH TRUNCATED DETECTABLE q" M qX OME SURFACE DETECTABLE WARNING PAVER WITH =+ AND USUAL ,�NSION JOINT TRUNCATED DOME SURFACE ��� a DARNING PAVER 1"MORTAR BED SHALL CONFORM TO 1:1D0 SLOPE Z A A SID N i S REQUIRED SIDE FLARE APPLICABLE SPECIFICATIONS TYP) CONTROL JOINT PERMISSIBLEMAX. r ! 1 W (TYPICAL) a �� ` �= a = a @,W'. ' WIDTH CURB FACE OF FACE OF CURB No. 3 AT MIN. 4" (TY , L) 4' RAMP (TYPI (TYPICAL) ATED DOMEPATTERN (MAX,S CO -C 18'A, ENTER BOTH I wA�CRETE-SHALL CONFORM CURB RAMP TO APPLICAb ? CIFICATIONS TO 1 tYPICAL AMBULATORY RAMP W/ 0--.4 FLARED WINGS nETEC',TABLE WARNING PAVER SECTIONAA O . n 2 q z � � Q z 0 V V CITY OF BRYAN The Good Life, Texas Style." DRAWN BY* C.L.M. DATE 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 1 .i NORMAL TRAVERSE SLOPE 3'-6" 6" 5. Ot. O.D. + 1'-0" 6" TYP. MIN. 5'-0" f3" EXTENSION ------------, �6"TYP. r---- q 6" 6.. I q _ ❑❑❑❑❑o l- - - - • • �' ❑❑❑❑❑❑3' ADIUS CM0 6' - - — — — DEPRESSED LINE] NO] GUTTER SLOPE/� "� / 3' RADIUS//J 2' 0" 6 / f NORMAL FACE OF CURB 2'-0" MIN. 2'-6" 28-DAY CONCRETE SQUARE STRENGTH = 3000 psi THRDATDETAIL WARP PAVEMENT SURFACE TO THROAT OF INLET SEE D4-01 SEE D1-05 PLAN CURB LINE WHEN 28-DAY CONCRETE STRENGTH = 3000 psi PLAN VIEW CONCRETE RECESSED INLET #4 BARS B" O.C.E.W. P SLAB GUTTER 4 BARS, 6" O.C.E. STD. CAST IRON MANHOLE COVER #4 BARS A 12" O.C.E.W. TOP OF CURB TOP SLAB AND FRAME SIDEWALLS �6" TOP SLAB 3'-6" 1�_3" f` _..i 1'-51I" rl 6" TYP. li NORMAL GUTTER LINE -14)1--6- =LL#4BARS12" O.C.E.WDEPRESSED GUTTER LINE SIDEWALLS&BOTTOM EXTENSION LamSLAB6 g"rYp 8"BOTTOM—� SIDE WALLS INVERT SHAPING SLAB #4 BARS 8" O.C.E.W. CONCRETE FILL A #4 BARS 12" O.C.E.W. BOTTOM SLAB SIDEWALLS & BOTTOM SECTIONA A SECTIONB-B ELEVATION SLAB SEE NOTES 1 & 2) SECTIONA A (SEE NOTES 1 & 2) SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION SINGLE GRATE INLET D F--070J D 1-01 GRATE SHALL BE �3/16" 7/16"+fir 28-DAY CONCRETE BICYCLE PROOF. A 3/4" STRENGTH = 3000 psi PEDESTRIAN GRATES - O - Z I I MAIN �FL7O I — I + I LINE 1 2" SHALL INSTALLED _ _ _ _ 7- - - -� - - - ��21 IN SIDEWALK AREA. I I j A ---; L -- WE TVAA 444 BAR GONAL I Q p p 1 28-DAY CO ETE STRENGT ; 3000 psi O )) �20R RE -ROD HOLES I- O.D. + 6" STD. CAST IRON MANHOLE(2)3/4- MIN. SQURE COVER )ND FRAME PLAN q CROSSSECTION PLAN 6" TOP SLAB PLAN MI UM DISTANCE BETWEEN TWO PIPES 1/2" FLAT FACED GOTHIC O.D. + 6" MIN. 18" TO 36" -12" APART wIAPPROPRIATE CITY TITLE #4 BARS, 12- O.C.E.W. 6" TOP SLAB " OR LARGER -18" APART CITY OF BRYAN SIDE WALLS TOP BARS O.C.E.W. q Po°LUTE �� A DRAINS TO #4 BARS, 12" E WALW. I NO SURA RIVERS SIDEWALLS I O.D.+ 6" MIN. LARGE MOUTH BASS LOG —� 8" BOTTOM WALLS I ( i f 6" TOP 3/4" FLAT FACED GOTHIC O.D. " . + VARIES + SLAB (2) PLACES 3" MIN. EACH SIDE �-6" SIDE 8" BOTTOM ` -- =:'•.= `.. SEE NOTE #4 BARS WALLS SLAB 12" O.C.E.W. T T T T SIDEWALLS /� DON'T CITY OF COLLEGE STATION SECTIONA A #4 BARS, 8" O•C,E,W, 8" BOTTOM A POLLUTE DRAINSTO q #4 BARS, 8"O.C.E.W. � BOTTOM SLAB 6" SIDE WALLSLI BOTTOM SLAB SLAB 6" SIDE WALLS NO BASURA RIVERS (SEE NOTES 1 & 2) (SEE NOTES 1 & 2) SF.CTIONA A V#4 BARS 8' C.E.W. 1l2" FLAT FACED GOTHIC �( �( BOTTOM SL w/APPROPRIATE CITY TITLE STORM SE V V 7� 1�R IN STREETS 28-DAY SECTIONA 1`A (SEE NOTES 2) CONCRETE STRENGTH = 3000 psi OUBLE BARREL BASS LOGO -TUNCTION BOX GRATE INLET D1-02 =DI-03@ INLET D1-0 PLATE I D1-05 1SHOWN PLANS 16"�� #3 "L 1 PER VARIES Y4" #4 BARS WALLS, & TOE fONA- �" to BARS F BARS E BAR W 8� eN BARS E BARS VI-Vx BAR W BARS C BARS D1_DX BARS Vi-Vx B x S TO BA M BARS S 2:01 SLOPE BAR O I - � BAR S Diameter -- -_=- S N iD - of Pipe ( ) - 4" Min. " BARS G BARS BI-Bx BARS G BARS E O BARS B BARS B 6" 1 v/?o\ FRONT VATION BARS A VIDE A 12" FOOTING AS SHOWN ERE REQUIRED TO MAINTAIN 4" MIN. COVER FOR PIPES. CONCRETE FOR FOOTING SHALL BE ADDED TO TOTAL QUANTITIES SHOWN. D 12" MIN. SID I F,VATION 8" MIN 2' MAX 28-DAY CONCRETE 6" STRENGTH = 3000 ps -I r DISSIPA TOR ; ; RS F BARS V BLOCK 0 I I I RS C w BARS S BARS E---' P B RS B CONSTRUCTION JOINT 6" BARS AI-Ax P BAR -Dx I q 30" Av>s B BARS Ai-Ax --- 1 SECTIONA A BARS G PLAN VIEW PROVIDE RP -RAP R (MIN. 20LB (PIECES) CK 300 DISSIPA BLOCKS TO BE 6^ INSTA AS SHOWN IN DET 3-00 GENERAL NOTES: 0 0 00 0 P ALL EXPOSED CORNERS SHALL HAMFERED 314". 000000 REINFORCING STEEL SHALL B ACED WITH THE CENTER OF THE OUTSIDE LA OF BARS 2" FROM THE SURFACE OF THE CO TE. TOTAL QUANTITIES 28-D CONCRETE STRENGTH - 3000 psi I MINIMUM DISTANCE BE ' , EN INCLUDE ONE 20 DIAMET , LAP FOR ALL BARS OVER TWO PIPES 6'-0" IN LENGTH. 18" TO 36" -12" APART 48" OR LARGER -18" APART ' REINFORCIN90EEL FOR ONE HEADWALL BARS Al-AXIOARS B BARS Bi-Bx BARS C BARS Di-Dx BARS E BARS F BARS G BARS S 1 BARS Vi-V ARS W #4@12" #3@18'1 #3@18"t �@12"* #3@12"t #5 #4 #3 #4 #4@12"t #5 TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS - CONCRETE HEADWALL FOR 2 PIPES - 0 D3- ORIGINAL GROUND OR STRUCTURAL BACKFILL AREA INCLUDES SELECT MATERIAL BOTTOM OF SUB -GRADE ALL PAVED AREAS (SIDEWALKS STREETS ALLEYS, DRIVEWAYS AND PARKING AREASs) �' `� ,.; •<,::,.:,... MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF �;• i o:d .{e',o•> ' AND SHALL EXTEND BEYOND THE CURB 1 ! LINE. STRUCTURALBACKFILL SHALL BE B/C p ! 5' ROCKS, LUMPS CLODS OR DEBRIS LARGER THAN TWO (2) •,... a L.ARGESY CEMENT STABILIZED (OPTION NO.2 IN W4-02) OR EXCAVATED SOIL COMPACTED TO 98% INCHES IN THE DIMENSION COMPACTED TO A 2" I COMPACTED CEMENT STABILIZED MINIMUM OF 90% OF MAXIMUM DENSITY_ AS DETERMINED BY SAND, 1-1/2 SACK/CY PUGMILL ASTM D698 AT A MOISTURE CONTENT WITHIN MAXIMUM DRY DENSITY AS PER ASTM D698 Q- ! P (STANDARD) ONLY). SPADE BY LIFTS INTO OPTIMUM TO +4%OF OPTIMUM UNDER NON-STRUCTURAL PIPE O. PLACE, TO FILL ALL VOIDS AROUND WITHIN OPTIMUM TO +4% WET OF OPTIMUM JG v (OPTION N0.1 IN W4-02) EASEMENTS) AREAS (ie.. ,PASTURES, EASEMENTS AND A 8 '` : PIPE. MANUALLY CONSOLIDATE AT .�<t Q-P (1 _ _ MINIMUM OF 98/o OF MAXIMUM DENSITY AS MI F 98% OPTIMUM BY AT A IN MOISTURE. OPTIMN. UM TO+4S OF OPTIMUM UNDERTURE NEW STONTENT REET AREAS UNDERPIPE �' PAVEMENT AREAS AND STREETS TO BE RECONSTRUCTED. BELL) PI'P.. I THE TRENCH BOTTOM SHALL BE �•C5 y4Q- 44 GRADED SO AS TO PROVIDE O.D.-, UNIFORM CONTINOUSE SUPPORT Az B/C FOR THE PIPE BARREL BETWEEN ;•; .. ; ; • . ;• • . * PE MUST DESIGN TRENCH DETAIL 8" MIN./12" MAX. BELL HOLES ! :: :: :: •• ::' •SIDEWALK. SITE SPECIFIC FOR HDPE PIPE. 5' HDPE PIPE IS NOT TO BE I UNDER PUBLIC STREET PUSED AVEMENT CEMENT STABILIZED SAND AS BEDDING AND TRENCH FOR IMUMWILLALWAYSBE REINFORCED STRUCTURAL BACKFILL AREA REQUIRED. REQUIRED. CONCRETE PIPE AND BOX CULVERTS D3-02 I I D3-03 GENERAL NOTES: 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: INLET DEPTH (FT.) BASE �MSURED FROM FLOWLINE THICKNESS O FIEANAL GRADE) 0-12--------- 8" 12ANDOVER--------12" 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. 4. 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 COMPLETE AND THEN REMOVED BY CONTRACTOR. 1-112" LETTERING LETTERING STYLE: BOOKMAN OLD STYLE RECESSED FLUSH NOTE: STORM SEWER LIDS TO BE USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE STORM SEWER SYSTEMS. ALL STORM IS PRIVATE. o 1" LETTERING (RECESSED FLUSH) DO NOT MARK LIDS W/ COLLEGE STATION LOGO. CK 2" � VIEW °i u v BOTTOM VIEW OF COVER COVER FACE NOTE: STORM SEWER LIDS T E USED FOR PUBLIC RM SEWER SYSTEMS Y. NOT TO BE USE N PRIVATE STORM SEWE STEMS. -1/2" —1/2" LETTEI " LETTERING 1342-A OOt N7t0 �� YdDYIYII r� BOTTOM VIEW OF COVER 33-114" DIA r'0 L E G F OF S�, 32-3116" DIA O NE DIA GASKET J V ® 7116" 1.1/2" LETTERING LETTERING STYLE: LF I 30" DIA BOOKMAN OLD STYLE 2-9/16' IF` 0 _ 4- RECESSED FLUSH 33-15/16" DIA 40-3/4" DIA ® FRAME SECTION J MACHINED SURFACE 32" DIA 3-13116" �1-112" 1 2-7116" 7�1 718" 2-7/8" R 1-3/4" 1" DIA X 4" LG H.R.S. ROD COVER SECTION PICKBAR DETAIL w! 1- 9/16" 4-1/2" L 5/16" STANDARD MANHOLE RING AND COVER 32"DI4. DUCTILEIRON V-1432--3 01 25-3/8" DIA 24-1/4" DIA 1" LETTERING 22-1I8" DIA~ lr�::: (RECESSED FLUSH) -, •„ 1" LETTERING 25-7/8" LETTERING STYLE: 31_718^ BOOKMAN OLD STYLE �Q • (RECESSED FLUSH) FRAME SECTION COVER FACE MACHINED BEARING SURFACE 1-318" 24" D4-00 �2)1" HOLES g0 APART •2Y 1 5" T 1-114" COVER SECTION PICKHOLEDETAIL STANDARD MANHOLE RING AND COVER —94"DI4. DUCTILEIRON V-1342A D4-01 cn z CD fn w Of �.w67,.. MInaJ.w•wa+K3 �.ti+"W1wV1U �F aw„;•Yw � 1 +.mow • • • CITY OF BRYAN The Good Life, Texas Style: DRAWN BY: C. L. M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: a D SHEET. 1 OF 1 OTES: O1 ce saddia SS straps, CC p threads O5 Meter box valve: Ins +f1 per manufacturer's recom ' lotions All a' s•.,�, main types: a s•.� YP 5 = Ford Angle Stop - BA13-342W -1" = 5 g A Ford Straight Stop - 811-444W - " 9 P 1 0 Smith Bld''''047 Corporation StN-ord FB 1000-4-Q -1"Service © Brass bushing IPS -1" x 3/4" tubin o -soft -1" Meter nipple - C38-23-2-5-3/4" gpper ® Meter box and lid: Old Castle meter box, Ford male adaptor - C84 -1" CI lid with Reader #36 NOTES: 1 O Service saddle SS straps, $C threads Meter oAn Installed per manufacturer All types: 5 Ford gale Stop - BA-13-444W-Q -1" -g " recommendations. main YP 6A -Ford Straight Stop - B -444W - 9 p 11 1 Smith Blair 317 Corporation Stop: Ford FB 1000-4-Q -1" ©Meter nipple - C38 44-2-625 -1" ® Meter box and lid: Old Castle meter box, Q3 Service tubing: Type K copper- soft-1" Cl lid with Reader #36 ® Ford male adapter -C84-44-Q-1" 2CUSTOMER VALVE ER CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/411 W6-00 NOTES: 10 Service saddle, SS straps, CC threads � Brass coupling I.P.S. - 2" installed per manufacturer's recommendations. All main types: ® Swivel nut- C38-77 - 2" Smith Blair 317 U2 Meter adapter-BBIM 77 - 2" Corporation Stop: Ford FB 1000-7-Q 0 (cc thread) - 2" ® Brass nipple I.P.S. - 2" x 3" Service tubing: Type K copper - cu - soft - 2" © Meter box and lid: Old Castle meter box, Cl lid with Reader #65 ® Ford male adapter - C84-77-Q - 2" © Meter box and lid: Old Castle 12" (�5 Meter box valve: round valve box #3RT 5; Ford Angle Stop - BA-11-777W - 2" 5A - Ford Straight Stop - 811-777W - 2" © Brass nipple I.P.S. - 2" x 6" 11 iIFT4 CUSTOMER VALVE iK OMER E iK OM E 0 Service saddle, SS straps, CC threads © Swivel nut. C38-66-2-875-1-1/2" Installed per manufacturer's recommendations. All main types: 07 Brass all thread I.P.S.-1-1/2" Smith Blair 317 ® Meter adapter - BBIM 66 - 2Corporation Stop: FB 1000-6--1-112" Q Meter box and lid: OI le meter f� Service tubing: Type K copper- soft-1-1/2" box, CI lid with Re #65 ® Ford male adapter - C84-66-Q - 1-1/2" O5 Meter box valve: 5 - Ford Angle Stop - BA-11-666W-1-1/2" 5A - Ford Straight Stop - 811-666W-1-1/2" i USTOMER ALVE ig OMER E CITY OF BRYAN CITY OF BRYAN STRAI OR ANGLE T <vlll STRAIGHT OR ANGLE TAP - 1-1/211 W6-01 W6-02 NOTES: 1. ALL CONNECTIONS TO BE COMPRESS PE. 2. MATERIAL USED SHALL BE AS SP D 0 APPROVED EQUAL. 3. ALL SERVICE WYES & E i NS ARE TO BE INSTALLED WITH THE INE CONSTRUCTIOI 4. EXISTING METER 'S ARE TO BE REMOVED. THE NEW METE ES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-112" Meter Nipple C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 METER SWIVEL NUT OR NIPPLE METER BOX ANGLESTOP 1-1/2" BALL VALVE o O Z (FOR DOUBLE SERVICE IJ ONLY) WATER 0 METER ——4'MIN.------- EWAA DO SERVICE O 0 A 1-112" BALL VALVE ­, FOR DOUBLE SERVICE ONLY) Y OF BRYAN CITY OF BRYAN T GHT OR ANGLE TAP - 2" WATER SERVICE RECONNECTION OV W6-03 WATER METER BOX METER SWIV NUT OR NIPPLE 1" NUMEX SDR-9 200 PSI PIPE OR COPPER PIPE (2 FOR DOUBLE SERVICE) -1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) W6-04 NOTES: 1 Service saddle SS straps, CC threads 6 Brass bushing S - 3/4" P� IP 1 x34 O O s Installed per manufacturer's recommendations. 7 Meter ni le - C38-23-2-5 - 3/4" All main types: Cambridge 800 Series or PP Ford S701S90 8 Ball valve 0 Corporation Stop: Ford FB 10004-1" Meter box and lid: Old Castle meter 49 3 Service tubing: Type K copper - soft -1" box, Cl lid with Reader #36 Ford male adapter- C84-44-1" Q5 Meter box valve: CUSTOMER 5 = Ford Angle Stop - BA13-342W -1" VALVE 5A = Ford Straight Stop - 611-444W -1" 9 8 3 5 CUSTOMER VALVE 2 8 9 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/411 W7-00 NOTES: 1O Service saddle, SS straps, CC threads ® Swivel nut - C38-77 - 2" Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or 90 Meter adapter- BBIM 77 - 2" Ford S70/S90 ® Brass nipple I.P.S. .2" x 3" 2Q Corporation Stop: Ford FB 1000-7 (cc thread) - 2" © Meter box and lid: Old Castle meter Q3 Service tubing: Type K copper - cu - soft - 2" box, Cl lid with Reader #65 ® Ford male adapter - C84-77- 2" © Meter box and lid: Old Castle 12" Q5 Meter box valve: 5 =Ford Angle Stop FV-43-777W 2" round valve box #3RT Ball valve - - 5A = Ford Straight Stop - B11-777W - 2" © Brass nipple I.P.S. - 2" x 6" 0 Brass coupling I.P.S. - 2" CUSTOMER -VALVE SPECIAL CONDITIONS 1. R REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FL F VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING ARATUS OR METER WITHIN THE VAULT. 3. REINFORC ONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A - STANDARD F ACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 121 CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAI GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT 5. VALVES SHALL MEET TH SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING j ER THE FLOOR OF THE VAULT. FLG. COUPLING ADAP NRS GATE VALVE w/FLG. SPOOL (TYP-2) NRS FLG GATE MFG: PARK EQ VALVE (TYP-2) MODEL: DMC 6" MODEL SIZE W1 H1WEIGHT DMC-CS3 3"0" 4'-6" 12,000 DMC-CS4 8'-8" 5'.0" 4'-6" 12,000 DMC-CS o" 11'-0" 6'-0" 4'-9" 12,000 _ m APPROVED 3" OR LARGER COMPOUND 1® METERS. VAULTS & MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) SENSUS C2 OMNI � FLG TEE APPROVED VAULTS - PARK RE CAST CONCRETE TOUCH READ 1000 GALLON w/STRAINER (TYP-2) VAULT W/ ADEQUATE ACCESS AND VAULT PLAN VIEW DIMENSIONS FOR METER SELECTED CONCRETE LID W/ 36"x60" APPR MATERIALS -DUCTILE IRON PIPE WITH SINGLE LEAF GALVANIZED STEEL HATCHWAY (H-20 RATED) MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE BASED ON ALL M.J. FITTINGS. DUCTILE IRON (TYP) ANY DEVIA S FROM THE ABOVE SPECIAL CONDITIONS APPROVED METERS, VAULTS OR MATERIALS 'SIT BE SUBMITTED TO THE O DIVISION MANAG YVATER SERVICES, 72 HOURS PRIOR TO ANTICIPA DEVIATION. GALVANIZED STEEL -- PIPE SUPPORT GRAVEL BED 12"SO SUMP W/ CAST IRON GRATE AND OPTIONAL DRAIN ATIONVIEW CITY OF COLLEGE STATION METER VAULT ASSEMBLY W5-00 NOTES: 1 Service saddle SS straps, CC threads - - 6 Meter nipple C38-44 2-625 -1" O P � pp Installed e a ufac u e ' P rmn trrs 8 Ball valve recommenda tions. All main types: Cambridge 800 Series or Ford S70/S90 Q9 Meter box and lid: Old Castle meter box, 02 Corporation Stop: Ford FB 1000-4-1" Cl lid with Reader #36 03 Service tubing: Type K copper - soft -1" 4 Ford male adapter- C84-44-1" 5 Meter box valve: 5 - Ford Angle Stop - BA-43-444W -1" CUSTOMER 5A - Ford Straight Stop - 811-444W -1" VALVE 9 6 4 CUSTOMER VALVE 1 3 e CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1" CUSTOMER VALVE —it CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 211 7-03 W7-01 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 314" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Ni le C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 NOTES: 1O Service saddle, SS straps, CC threads © Swivel nut- C38-66-2-875-1-1/2" Installed per manufacturer's 7 Brass all thread I.P.S. - 1-1/2" recommendations. All main types: Cambridge 800 Series s or Ford S70/S90 8 Meter adapter - BRIM 66-1-112" 2 Corporation Stop: Ford FS 1000-6-1-112" 9 Meter box and lid: Old Castle meter 3 Service tubing: Type K copper- soft-1-1/2" box, Cl lid with Reader #65 4 Ford male adapter - C84-66- 1-1/2" ® Ball valve Meter box valve: 5 = Ford Angle Stop - FV-43-666W-1-1/2" CUSTOMER 5A = Ford Straight Stop - B11-666W-1-1/2" VALVE 'OMER E CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1-1/2" W7-02 METER SWIVEL NUT OR NIPPLE METER BOX ANGLE STOP o O Lu 1-112" BALL VALVE Z (FOR DOUBLE SERVICE ONLY) WATER 0 .7 METER -r ----4' MIN .------`— VMTVA A 3 DOUBLESERVICE O ANGLE STOP , A 1-112" BALL VALVE � (FOR DOUBLE SERVICE ONLY) CITY OF COLLEGE STATION WATER SERVICE RECONNECTION WATER METER METER BOX I METER SWIVEL NUT OR NIPPLE I TYPE "K" COPPER PIPE (2 FOR DOUBLE SERVICE) -1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) W7-04 z - 0 w CITY OF BRYAN The Cood Life, Texas St ,Ie.- DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE': SHEET 2 OF 2 NOTE: GENERAL NOTES: -'-� 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS n 1 (0 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND AND OTHERWISE DIRECTED. I 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF STRENGTH = 2000 psi FINISHED GRADE. 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN I 24" X 24" X 6" WITH #4 BAR AROUND BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE 028-DAY CONCRETE D C I ALL VALVE BOX. 2. ALL VALVE OPERATING NUT FACE OF THE STEAMER ON THE FIRE HYDRANT. I STRENGTH a 2000 psi EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE-28 DAY CONCRETE �D_ ALL VALVE X BAR AROU AOUND o OF STEEL, SIZED AS NOTED, STRENGTH = 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN - - AND PAINTED WITH TWO (2) 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NSSEMBLY O ADDITIONALL OMITTED ONNECTIONSEAD END HYDRANT a COATS OF METAL PAINT. 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON TRAFFIC RATED COPPERHEAD 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER SNAKEPIT TEST STATION OR OF ONE (1) FOOT LONG. NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL APPROVED EQUAL 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. VIEWA -A 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL WATER SUPPRESSION LINES SHALL BE AMP oROM BLIC WILL HAVE FULL BEARING ON THE FINE GRADED I'IF,1 /A - A USA, LL562 LOCKABLE LID. TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR STANDARD FIRE HYDRANT EACH BELL AND FIRE HYDRANT. GATE VALVE WNALVE BOX TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT WATER LINE S REQUIRED + SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. -STEAMER NOZZLE CHAINS 1' MIN. TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH CITY'S ACCEPTANCE OF AS REQUIRED AS I 7 101� �A CENTERING COLLAR. WORK. REQUIRED A 6•• TERMINATE 4' TO 5' FINISHED GRADE FROM TOP OF BOX. 6„ BURY LINE AS EQ'D A IRE ANCHOR 900BEND 2" SQUARE AWWA NUT GATE VALVE EXTENSION WITH WNALVE BOX i CENTERING COLLAR. n GATE VAL E STANDARD FIRE HYDRANT J TERMINATE 4' TO 5' } FROM TgOP OF BOX. WITH SS OL S 3 W/D. % ESSLVE (SEE NOT 8) 6" D.I.OR C909 PIPE A1rWWA C900 6" MJ ANCHOR + o PRESSURE PIPE STEEL BOLTS COUPLING CON RETE 14 ga. INSULATED BLOCKING PEA GRAVEL - FILL m COPPER TRACER PVC OR D.I. PIPE TO 1 FT. ABOVE WIRE WEEP HOLE BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX I W1-00 2" SQUARE x 2" HIGH OPERATING NUT VALVE OPERATING NUT EXTENSION 5" DIA 118"MIN x THICKNESS STEEL PLATE wl 90° CUT-OUT 1" DIA STEEL ROD SQUARE SOCKET 2" DIA INSIDE 21/4" DEPTH TWO 3/8" SET SCREWS ON 1/8" MIN WALL EITHER SIDE TO LOCK THE THICKNESS) OPERATING NUT. SCREWS ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET GAJ E VALVE EXTENSION THRUST BLOCK FIRE HYDRANT LOCATION REALIGN AS NEEDED R TAPPING BLOCK USING 12"x12"0" fE & VALVE LMECHANICAL JOINTS REQUIRED WITH SET SCREW PRECAST CONCRETE RETAINER GLANDS BLOCK OR MEGA LUGS 6" X 12" GRADELOK /M.J. SPLIT GLANDS BLOCK AS DIRECTED OPTIONAL (R TATETOFINAL GRADE) STANDARD FIRE HYDRANT ASSEMBLY W1-02 TRAFFIC RATED k REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION STATION OR -TRAFFIC RATED COPPERHEAD APPROVED EQUAL SNAKEPIT TEST STATION OR APPROVED EQUAL GROUND LEVELI X rrr.vr, .. rrnvrr .. ... rrnvrr rrnvrrT r;.24"x24"x6" 24" CONCRETE PAD METAL STD.) MAX. DETECTOR TAPE METAL DETECTOR TAPE 48" MIN. TRACING WIRE 14ga SOLID TRACER WIRE SHALL END COPPER AT A TEST STATION. TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE k TRACER WIRE MUST BE INSTALLED DEAD END DIRECTLY ABOVE THE PIPE. WI-01 UTILITY PIPE LOCATION MATERIALS ED VD NOTE: A DIMENSION FOR CONCRETE 24" VARIES WITH WATERLINE SIZE MIN. PLAN VIEW UNDISTURBED DIRT COMPACTED SELECT FILL MEGALUG PIPE 6" MIN. "MIN. SECTIONA A CONCRETE END OF LINE BLOCKING r TE: BED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN W/S.S. HOSE CLAMP , ,ISTURBED SOIL TO 6" ABOVE AND ON BOTH SID1 COPPER PIPE. AIR RELEASENACUUM BREAKER VALVE 2. PAYME BID ITEM OF "AIR RELEASE VALVE" SHALL INC " ALL MATERIALS, AS SHOWN IN VAL MODEL 101 1 ") DETAIL, INCL �dG MAIN LINE TAPPING SADDLE. ORR MMR MODEL (D ,i APPROVVEE E Q U 3. PIPE SIZE SHALL B ' R 2". 4. SIZE OF LINES AND VA L AY BE MODIFIED BY THE ENGINEER H °ta POLY ROX MODL RI (1") WITH HEAT O�Ii DEL PHR2 (2" WITH HEA PPROVE NOTES: 1. FURNISH AS SHOWN ON PLANS PIPELINE AND ON ALL VALVE SIGN POSTS. WARNING SIGN BLACK �ExT-\ W AR N I N G 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ' ' ENAMEL FINISH. FURNISH ONE v WARNING AND ONE VALVE SIGN 10" U DERGROUND PIPELINE AND ONE POST FOR EACH VALVE CONTACT THE CITY INSTALLED AND AT OTHER BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. ° ° • ° - " FURNISH SAME NUMBER OF YELLOW REPLACEMENT SIGNS AS FOR EACH BACKGROUND INSTALLED OMITTING VALVE .. 4 NUMBER ON VALVE SIGN c (NOT A SEPARATE PAY ITEM) V 7" N A I I v 2" BLACK PRESSURE TO BE ADDED AFTER TXTX6" CONCRETE SLAB BASIC SIGN HAS BEEN WHITE BACKGROUND •. • MJ PLUG PIPELINE WARNING SIGN .K� VALVE IDENTIFICATION SIGN W 1-03 M. J. TEE OR CROSS 4 -0 8' BLUE HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANN9L POST W.0" CAST IRON VALVE BOX COVER TX4'X6' CONCRETE SLA 2' X 4' X 6" CONCRETE SLAB q._0" I O GREATER NOT T THAN 45 BACK FILL AMERICAN FLOW CONTROL TRENCH 6" DIP WIRE EAINING GLAND AT SEND AND 9lG .pP. ADAPTER OR AN APPROVED EQUAL 9` CEO(, • • do !!/\ /u\/!!\ j ' THRUST BLOCK) RESTRAINED JOINT 6" M. J. ELL PLACED ON \" * NOTE: WI THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR C LING COM ION WITHIN LIMITS AND REDUCER AS REQ D OF EMBLY SHALL BE 95% DARD DENSITY PER aTM D698 IN -LINE BLOW OFF ASSEMBLY W3-00 W3- loz -GALV. ELL /r GALV. NIPPLES i ��REMOVE AND DISAFTER USE I PLUG VALVE BOX AND SHAFT EXT ..,:�10N METER BOX WITH I 1 EXISGRAD T. 4'-0" CAST IRON VALVE BOX C R 1 T IRON LID I I SCH. 40 G PIPE 1 1IZAFLOW-OFF TX 4' X 6" CONCRET B 1 MALEQUICK AMERICAN F CONTROL TION &CAP N H A EXIST. GRA OVED EQU BRASS BALL VALVE PIPEPPROVEDMATTERIAL J TAPPED CAP EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER MAIN 4" X 3' X 3' CONCR AD (FOR E COPPER EXPOSED TO 4" X 5' X T CON E PAD (FOR 2" CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP SLEEVED WITH APPROVED, COPPER PIPE SLEEVING CONCRETE BLOCKING 4" M. J. ELL CED ON ONCRETE BLOCKING TO BE IN ACCORDANCE H WATER TYPE "K" COPPER TUBING DETAIL W3-00 MAIN BRASS NIPPLE TAPPING SADDLE W/ CORPORATION STOP. BLOW -OFF RISER RELEASE VALVE & VACUUM CHECK VALVE W2- §wt W 3 �ISTU D SOIL ACCORDANCE WITH D W3-00 4" END OF LINE BLOW -OFF EN, THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. TEE SCHEDULE ID in HRUS tons C ft A ft OLU E c. . 4 6 8 5.1 11.612.51 0.3 1012 11.3 11513.51 0.6 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE PLACED AGAINST UNDISTURBED TO PRESSURE TEST LINE IMMEDIATELY AFTER THE EARTH OR ROCK. STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 3. MARK EACH SERVICE ENO WITH METAL'T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN ENGINEER. THE VOLUME OF CONCRETE APPROVED EQUAL. BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. INSTALLED WITH THE MAIN LINE CONSTRUCTION. NOTE: USE POLYETHYLENE WRAP OR 7• METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. A B E G VOLUME THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS C TRENCH 1'-0" WATER Q/_PIPE APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE :•.,.;; THRUST STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS STREETS, ALLEYS, _ a O .`• . "' DRIVEWAYS,AND PARKING AREAS AND SHALL EXTEND & BEYOND THE CURB LINE. STRUCTURAL ' '• ' ' •�" BACKFILL SHALL BE CEMENT STABILIZED (SEE STRAIGHT BALL VALV<PLUG z (2 FOR DOUBLE SERVI1-1/2" BALL VALVE FOR DOUBLE SERVICEONLY)4'MIN.-----VIEW A **SEE SECTION FOR MATERIIALCAL REQUI EMENTS13 DOUBLESERVICE CONC. CURB & GUTTER 3 a ^A 12" MIN: 24" MAX. STRAIGHT BALL VALVE2' MI WITH PLUG 2 FOR DOUBLE SERVICE) I 4' MIN. A `CORP STOP ISEE TYPE K COPPER TUBING (SINGLE SERVICE) -1/2"TYPE K COPPER TUBING (DOUBLE SERVICE) WATER LINE NOTE 1) NEW WATER SERVICE (SHORTAND LONG SIDE) I" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-112" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) -1/2" BALL VALVE FOR DOUBLE SERVICE )NLY) W2-01 -_•,..� PIPE DETAIL W4-02 - AREASTO BE PAVED) OR EXCAVATED q• 2• 2' t1w- 2- 2' JOINT SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS NEAREST BE MAX MAX MAX 6'8" TYP. 6'8" TYP. MAX T T PER ASTM 0698 WITHIN OPTIMUM TO +4%WET OF JOINT P) y �•'c:, OPTIMUM (SEE DETAIL W4-02-NON-STRUCTURAL EA. END) 1" MAX - INNER N. AREAS) CLR. C POUR CONCRETE V(E f DIA. AGAINST UNDISTURBED Opp. - EARTH SECTIONX-X PLAN VIEW a/c s' 8" T 1" MIN. C C Qy Q,Q, r ' 4STEEL CASING w w JQ- QQ I �<� CARRIER PIPE CASINGS , CER 1•_p" j -�J P �' - - 1-PC. PULL -ON WATER TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS Ci 6 6 t� i SEAL W/ STN. STL. O� Q`� iJ PAVEMENT AREAS CLAMPS "APS" OR TO MAINTAIN 1"MAX CLR. T 9T,; -30* US - - a wU �4y `5� OQ( MAX O_ QO �. B/C STEEL CASING mm .. ND CLAMP w I ` �: � � '• � �: �'• : �: �':: 'SIpEWALk. T SPRINGLINE NOTE: CASING SPACERS 8" WIDE BAND STAINLESS i 4-RUNNER MIN. (THRU 24' DIA STEEL (TYPE 304) POUR AGAINST 5' U UNDISTURBED CASING OR B R NNER MIN EARTH TEE THRUST BLOCK TYPICAL HORIZONTAL THRUST BLOCK W2-00 r ' 24"-42")DIA. CASING) STAI . ° SS RUNNERS AT NENE INSULATION SLEEVE �E 4 TL. TYPE304' 8" WIDE B BOTTOM 45 BE N PIPE AND BAND W/ POLYMER RUNNER --°ENTERED OR NON -CENTERED- R BELL, MIN POLYMER R RESTRAINEOTATION; STRUCTURAL BACKFILL AREA INSULATED " NC.,MOD SSIB" OR "CASCA • CASING DETAIL W2-02. W2-0 O 1. F 511jE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GAT E BOX 1 • F c� E INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY G . LVE STAND ECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STANDI ECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION .ry LVE BOX 2. STEEL CASIN BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASINO"' BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFER t N BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQU k' THE CITY ENGINEER. 4. PIPE CROSSING A ROAD WAY�, E INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHAL 114STALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARN PE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIER CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. TEE OR TAPPING MAIN. SLEEVE & VALVE SLEEVE & VALVE AS REQUIRED ENCASEMENT AS REQUIRED T-0" MIN. NCASEMENT 2'-0" MIN. 0-6 WATER LINE WATER LINE OPEN CUT OPEN CUT SHO ', PIES LIMIT LIMIT�7OF PA L ;m MC-AVE"I= MIN. MIN. r wS GATE VALVE T-0" MIN. SIDEWALK MAY OPEN CUT GATE VALVE - " BELOW DITCH FLOW LINE. Jr A (ZED A3 DIR STEEL CASING THE ENG N CARRIER PIPE AS REQUIRED CARRIER PIPE STEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING W4-0 W4-01 ® SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED FROM THE DITCH CryWyHICH IS FREE OF BOTTOM OF SUB -GRADE NOTES: ROCKS, LUMPS CLODS OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A 1. FOR BEDDING AND TRENCHING W/TH/NALL EXISTING PAVEDAREAS SEE DETAILS FOR OPEN CUTSTREETS. MINIMUM OF 90%OF MAXIMUM DENSITY AS DETERMINED BY ST4-FJ ST4-01, ST4-02). THIS NOTEDOES ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO+4%OF OPTIMUM UNDER NON-STRUCTURAL :.... , ,`•.:'.+... (beta/lS NOTAPPLYTOSTREETS BE/NGRECONSTRUCTED. AREAS le... YARDS, PASTURES, EASEMENTS) NDTO 2. n. ` QA SELECT MATERIAL 2. EVERY 100FEETPROVIDEAWATERSTOPBLOCK /o MINIMUMOF98OFMAXIMUM DENSITY ASDETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 0 OPTIMUM TO +� /° OF OPTIMUM UNDER NEW STREET AREAS QA SELECT MATERIAL }_ ';, �•�-' ��"� � ` ' Q CEMENT STABILIZED SAND COMPOSEDOFCEMENTSANDORNAT/VEMATER/AL N DEPENDING O E MBE EMBEDMENT BLOCK SHALLBE6FEET AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX. 8"-12" MAX. /NLENGTH. NO BEDDING SAND /N THIS AREA. © GRANULAR MATERIAL © (MANUALLY CONSOLIDATE / AT OPTIMUM MOISTURE) ®'' •:'N MANUALLY CONSOLIDA B ((TE OPTIMUM MOISTURE 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS FOR PVC PIPE. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC ", 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH, WHEN TESTED BY STANDARD 4" 4" SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 PIPE UNDISTURBED SOIL UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING N0. 200 SIEVE 35 MINIMUM PERCENT PASSING 314" SIEVE 00 O.D. O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. PLACE METAL DETECTOR THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL 6"MIN./12" MAX. TAPE AT A MINIMUM OF 24" 6" MIN./12" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAWD. ABOVE TOP OF PIPE AREAS TO BEPAVED PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED NON-STRUCTURAL BY THE CONTRACTOR. © CEMENT STABILIZED SAND OR STREETS TO BE 8 ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY AREAS PAVING OR PLATING PLACED AT THE END OF EACH RECONSTRUCTED WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE Wi�o]PA GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SkEDED 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 COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. CITY .OF BRYAN T)ie Good Life, Texas Stele. DRAWN BY: C.L.M. - DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 bF 2 ANCHOR BOLTS TO BE INSTALLED PERPENDICULAR TO ROADWAY OR AS SHOWN ON THE PLANS - 3" CLEAR MINIMUM 1" DIAM. ANCHOR BOLTS - ANCHOR BOLT TEMPLATE (TYPICAL) ten==='fir FURNISHED BY POLE MANUFACTURER. �'� ° �� CONDUIT - SEE ELEVATION (TYPICAL) VARIES___ --_� Id ° • zr -� NO. 4 REBAR HOOP RINGS SPACED • AT 1'-O" VERTICAL WITH 3" COVER - 1/2" WEEP HOLE FOR `�%� SEE ELEVATION (TYPICAL) GROUNDING CONDUCTOR �_= a N0. 8 STRAIGHT VERTICAL REBAR SPACED AT 8" HORIZONTAL WITH 3" COVER PLAN VIEW (TYPICAL) BOND SYSTEM GROUND TO GROUND ROD CONDUCTOR & GROUNDING LUG INSIDE POLE----,,, CONDUITS (EXCEPT FLEX FOR GROUND ROD CONNECTION) SHALL EXTEND 2" ABOVE CONCRETE/GROUT BASE (TYPICAL) BASE COVER DOUBLE LEVELING NUTS (TYPICAL) CIRCUITRY UP POLE TO LUMINAIRES, ETC. PROVIDE FUSE CLIP WITH 20 AMP FUSES IN POLE BASE WITH #12 WIRE UP TO LUMINAIRE (TYPICAL) HAND HOLE AND COVER PHASE CONDUCTORS I GROUND CONDUCTORS CUT OFF 1/2" FLEXIBLE PVC WEEP HOLE (FOR GROUND CONDUCTOR) FLUSH WITH BOTTOM OF POLE TO ALLOW PROPER POLE DRAINAGE GROUT UNDERNEATH BASE PLATE , 1" CHAMFER ALL SIDES BOLTS JL_ `�r �_j i 1_ -d� PROVIDE RUBBED FINISH ON - ANCHOR FURNISHED ,-II,- I ALL EXPOSED CONCRETE WITH POLE I III II I I (TYPICAL) N L _ I i 4-114 j 1 _ it J FINISHED GRADE r 114 -1-1 j 1 11 I j � II I - JL_ 1_j I_ WEEP HOLE - INSTALL jl i 1 1 _�� 1 i 1 1/2" FLEXIBLE PVC j j CONDUIT WITH #6 AWG CIRCUITRY AS iia i i� GROUND CONDUCTOR 3 SHOWN ON PLANS L� Sir--�=1 � J� o (TYPICAL) ,1 ter" w N CONNECT TO GROUND ROD m �- USING AN EXOTHERMIC WELD. SPARE 1"E.C. STUBBED OUT = 3000 PSI (MINIMUM) CONCRETE ii OF POLE BASE WITH END N Lr-0 =I CAP w(TYPICAL) cn ° � i i COPPER -CLAD STEEL 4 ° 11 GROUND ROD, 5/8" X 10'-0" - NO. 8 STRAIGHT VERTICAL REBAR WITH 3' COVER -SEE PLAN VIEW IL ------- 4 _--� TOP DRIVEN 18' BELOW GRADE (TYPICAL) jr------- II 4 II (MINIMUM) i l 411 II II NO. 4 REBAR HOOP RINGS ---- SPACED AT 1'-O" VERTICAL WITH 3" COVER _ (TYPICAL) ROUND SEE NOTE 2 BELOW 0 .ELEVATION, DETAIL 99E-LP1" EXPOSED LIGHT POLE BASE SCALE : NONE DETAIL NOTES 1. THIS CONTRACTOR SHALL CONFIRM SOIL CONDITIONS PRIOR TO INSTALLATION AND PROVIDE REINFORCEMENTS AS MAY BE REQUIRED TO SUPPORT POLE & LUMINAIRES. 2. MINIMUM POLE BASE DIAMETER SHALL BE THE GREATER OF THE FOLLOWING: A. ANCHOR BOLT CIRCLE DIAMETER PLUS 8" (TO PROVIDE MINIMUM 4" COVER OVER ALL ANCHOR BOLTS). B. 20" DIAMETER. C. DIAMETER AS REQUIRED BY SOIL CONDITIONS OR BY POLE SUPPLIER. 3. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES OR OBSTRUCTIONS TO AVOID CONFLICTS PRIOR TO INSTALLATION OF LIGHT POLE BASE(S). 4. POLE SHALL BE RATED FOR 90MPH WIND LOADS WITH 1.3 GUST FACTOR WITH ALL LUMINAIRES & ACCESSORIES INSTALLED. POLE BASE DIMENSIONS BASE DEPTH BASE POLE HEIGHT (BELOW GRADE) DIAMETER 0 - 15 FT. 3'-0" SEE NOTE 2 ABOVE 16 - 20 FT. 4'-0" SEE NOTE 2 ABOVE 21 - 25 FT. 5'-0" SEE NOTE 2 ABOVE 26 - 30 FT. 6'-0" SEE NOTE 2 ABOVE 31 - 35 FT. 7'-0" SEE NOTE 2 ABOVE 36 - 40 FT. 8'-0" SEE NOTE 2 ABOVE 41 - 45 FT. 9'-0" SEE NOTE 2 ABOVE 46 - 50 FT. 10'-0" SEE NOTE 2 ABOVE 3" CLEAR MINIMUM (TYPICAL) ANCHOR BOLTS TO BE INSTALLED PERPENDICULAR TO ROADWAY OR AS SHOWN ON THE PLANS - 1" DIAM. ANCHOR BOLTS - ANCHOR BOLT TEMPLATE FURNISHED BY POLE MANUFACTURER. CONDUIT - SEE ELEVATION (TYPICAL) VARIES �T---� ---n +.--- • a--ri �� ° NO. 4 REBAR HOOP RINGS SPACED • AT 1'-O" VERTICAL WITH 3" COVER - 1/2" WEEP HOLE FOR ` SEE ELEVATION (TYPICAL) GROUNDING CONDUCTOR_= a NO. 8 STRAIGHT VERTICAL REBAR SPACED AT 8" HORIZONTAL WITH 3" COVER PLAN VIEW (TYPICAL) CIRCUITRY UP POLE TO LUMINAIRES, ETC. PROVIDE FUSE CLIP WITH 20 AMP FUSES IN BOND SYSTEM GROUND TO POLE BASE WITH #12 WIRE UP TO LUMINAIRE GROUND ROD CONDUCTOR & (TYPICAL) GROUNDING LUG INSIDE POLE CONDUITS (EXCEPT FLEX HAND HOLE AND COVER FOR GROUND ROD CONNECTION) nY PHASE CONDUCTORS SHALL EXTEND 2" ABOVE 1 CONCRETE/GROUT BASE (TYPICAL) GROUND CONDUCTORS `I CUT OFF 1/2" FLEXIBLE PVC WEEP HOLE (FOR BASE COVER GROUND CONDUCTOR) FLUSH WITH BOTTOM OF POLE DOUBLE LEVELING NUTS (TYPICAL) TO ALLOW PROPER POLE DRAINAGE FINISHED GRADE GROUT UNDERNEATH BASE PLATE �r-amj=j ANCHOR BOLTS FURNISHED _ _;�° WEEP HOLE - INSTALL WITH POLE II III J 1/2" FLEXIBLE PVC I I j j I< z CONDUIT WITH #6 AWG CIRCUITRY AS i i I IN i i a GROUND CONDUCTOR 3 SHOWN ON PLANS L 1 11 1 J Alit_ } o (TYPICAL) r II / / k w N II II CONNECT TO GROUND ROD m USING AN EXOTHERMIC WELD. ---�� o w n SPARE 1"E.C. STUBBED OUT 3000 PSI (MINIMUM) CONCRETE I I d I II II OF POLE BASE WITH END U) (TYPICAL) S�rL====a====i� CAP w V a COPPER -CLAD STEEL II GROUND ROD, 5/8" X 10'-0" - NO. 8 STRAIGHT VERTICAL REBAR WITH 3" COVER -SEE PLAN VIEW 114 jL=__======J� TOP DRIVEN 18' BELOW GRADE (TYPICAL) II II II II (MINIMUM) NO. 4 REBAR HOOP RINGS L� a b II 11 A ___----- SPACED AT 1'-0" VERTICAL a WITH 3" COVER _ (TYPICAL) ROUND SEE NOTE 2 BELOW 0 ELEVATION, DETAIL "E-LP2" FLUSH -WITH -GRADE LIGHT POLE BASE SCALE : NONE DETAIL NOTES 1. THIS CONTRACTOR SHALL CONFIRM SOIL CONDITIONS PRIOR TO INSTALLATION AND PROVIDE REINFORCEMENTS AS MAY BE REQUIRED TO SUPPORT POLE & LUMINAIRES. 2. MINIMUM POLE BASE DIAMETER SHALL BE THE GREATER OF THE FOLLOWING: A. ANCHOR BOLT CIRCLE DIAMETER PLUS 8" (TO PROVIDE MINIMUM 4" COVER OVER ALL ANCHOR BOLTS). B. 20" DIAMETER. C. DIAMETER AS REQUIRED BY SOIL CONDITIONS OR BY POLE SUPPLIER. 3. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES OR OBSTRUCTIONS TO AVOID CONFLICTS PRIOR TO INSTALLATION OF LIGHT POLE BASE(S). 4. POLE SHALL BE RATED FOR 90MPH WIND LOADS WITH 1.3 GUST FACTOR WITH ALL LUMINAIRES & ACCESSORIES INSTALLED. POLE BASE DIMENSIONS BASE DEPTH BASE POLE HEIGHT (BELOW GRADE) DIAMETER 0 - 15 FT. 3'-0" SEE NOTE 2 ABOVE 16 - 20 FT. 4'-0" SEE NOTE 2 ABOVE 21 - 25 FT. 5'-0" SEE NOTE 2 ABOVE 26 - 30 FT. 6'-0" SEE NOTE 2 ABOVE 31 - 35 FT. 7'-0" SEE NOTE 2 ABOVE 36 - 40 FT. 8'-0" SEE NOTE 2 ABOVE 41 - 45 FT. 9'-0" SEE NOTE 2 ABOVE 46 - 50 FT. 10'-0" SEE NOTE 2 ABOVE GENERAL ELECTRICAL LEGEND O LIGHT FIXTURE - POST -TOP LUMINAIRE. ©T PAD MOUNT TRANSFORMER AND METER. BRANCH CIRCUIT OR SECONDARY FEEDER - SEE SINGLE LINE DIAGRAM FOR WIRE AND CONDUIT SIZE. LC 60 AMP LIGHTING CONTACTOR - ELECTRICALLY HELD - NEMA 3R ENCLOSURE. PHOTOELECTRIC CONTROL - S.P.S.T. - 120VAC OR 277VAC - 2000W - TORK 2101 PC FOR 120V CIRCUITS & TORK 2104 FOR 277V CIRCUITS - MOUNT ON ROOF FACING NORTH. ® LIGHTING PANEL - SEE SINGLE LINE DIAGRAM. GENERAL ELECTRICAL NOTES 1. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS FOR POWER SERVICE WITH UTILITY COMPANY PRIOR TO SUBMITTING BID. IF THEIR REQUIREMENTS ARE AT A VARIANCE WITH THOSE SHOWN ON PLANS THE CONTRACTOR SHALL INFORM ARCHITECT IMMEDIATELY. ALL COSTS INCURRED WITH THE UTILITY COMPANY FOR SERVICE SHALL BE INCLUDED IN BID PRICE. IF SUCH COSTS ARE NOT AVAILABLE AT BID TIME CONTRACTOR SHALL INCLUDE WITH BID A LETTER FROM A RESPONSIBLE PARTY WITH THE UTILITY COMPANY STATING SUCH, AND COSTS WILL THEN BE EXCLUDED FROM THE BID PRICE. 2. CONTRACTOR SHALL VISIT THE SITE OF THE WORK PRIOR TO SUBMITTING BID TO EXAMINE CAREFULLY LOCAL CONDITIONS AND DIFFICULTIES TO BE ENCOUNTERED. ANY DISCREPANCY BETWEEN PLANS AND EXISTING CONDITIONS SHALL IMMEDIATELY BE CALLED TO THE ATTENTION OF THE ARCHITECT. 3. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL REQUIREMENTS OF ANY LOCAL APPLICABLE CODES OR ORDINANCES, PUBLIC UTILITY COMPANIES, STATE CODE, NATIONAL ELECTRICAL SAFETY CODE AND THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE WITH THE INTERIM AMENDMENTS THERETO. 4. THE COST OF ALL PERMITS AND INSPECTION FEES SHALL BE INCLUDED IN THE CONTRACT PRICE. 5. RIGID STEEL CONDUIT SHALL BE GALVANIZED OR SHERARDIZED, FITTINGS SHALL BE CAST FERROUS MATERIAL WITH A CADMIUM OR ZINC PLATED FINISH. 6. EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS, ALL POWER WIRING SHALL BE INSTALLED IN CONDUIT AS FOLLOWS: A. E.M.T. CONDUIT 1/2" THROUGH 1-1/4" INCLUSIVE MAY BE USED FOR BRANCH CIRCUITS WHERE PERMITTED BY CODE, HOWEVER, E.M.T. CONDUIT MAY NOT BE USED IN AREAS EXPOSED TO MECHANICAL DAMAGE. B. UNLESS SHOWN OTHERWISE, I.M.C. OR RIGID STEEL CONDUIT SHALL BE USED IN ALL CASES AT THE BUILDING EXTERIOR OR OTHER AREAS EXPOSED TO MOISTURE OR DANGER OF MECHANICAL DAMAGE, FOR ALL FEEDERS, ANY CONDUIT LARGER THAN 1-1/4', CONDUIT CONTAINING NO. 6 WIRE OR LARGER AND ALL MOTORS. C. RIGID STEEL CONDUIT SHALL BE USED IN ALL HAZARDOUS AREAS. D. NON-METALLIC CONDUIT (SCHEDULE 40 RIGID PVC) SHALL BE USED FOR BRANCH CIRCUITS AND FEEDERS WHERE BELOW GRADE, OR IN CONCRETE SLAB ON GRADE. NON-METALLIC CONDUIT SHALL, HOWEVER, CONVERT TO RIGID METAL CONDUIT PRIOR TO LEAVING GROUND LEVEL SLAB OR GRADE. 7. WIRE AND CABLE SHALL BE COPPER AND CONFORM TO THE FOLLOWING: 1. NEC TYPE THHN/THWN - NO. 12 AND NO. 10 - SOLID 2. NEC TYPE RHW RHH-USE - NO. 8 AND LARGER - STRANDED 8. ELECTRICAL CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR APPROVAL COMPLETE CATALOG DATA AND SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWINGS SHOWING GENERAL ARRANGEMENT AND DETAIL CONSTRUCTION FOR ALL ELECTRICAL APPARATUS EXCEPT CONDUIT, FITTINGS AND WIRE BEFORE PURCHASE AND INSTALLATION. 9. ALL EQUIPMENT SHALL BE GROUNDED AND BONDED IN ACCORDANCE WITH NEC. 10. THIS CONTRACTOR SHALL LEAVE ENTIRE ELECTRICAL SYSTEM INSTALLED BY HIM UNDER THIS CONTRACT IN PROPER WORKING ORDER AND SHALL REPLACE WITHOUT ADDITIONAL CHARGE ALL WORK OR MATERIALS WHICH MAY DEVELOP DEFECTS WITHIN A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY THE ARCHITECT. METERING AS DIRECTED BY POWER COMPANY. SEE GENERAL NOTE 1 N LP LIGHTING PANEL - 120/240V-1P-3W-200/2 MAIN BREAKER - 42 KAIC - 1-60/2, 6-201/, AND 22-/1 SPACES - NEMA 3R ENCLOSURE - MOUNT ON UNISTRUT FRAME WITH CONTACTOR AND METER #4G III -III I III=III= I I III= I = 1 I I _____i T0660/2#BKR1"C `_- 2 6 & 1 8G-1"C 3#3/0 - 2"C �TO MARK "A5, "Y2", "Y3" OR "Y4" FIXTURES AS SINGLELINE DIAGRAM SHOWN ON DRAWINGS SCALE : NONE LIGHTING FIXTURE SCHEDULE MARK MANUFACTURER LUMINAIRE CATALOG VOLTAGE LAMPS POLE CATALOG NUMBER REMARKS NUMBER WATTS TYPE NUMBER MELNORTHY 8472 240 1 150 HPS MELNORTHY 8472 14'ALUMINUM FLUTED POLE WITH FINISH FSA A5 AS SELECTED BY OWNER. PROVIDE FUSE CLIP WITH 20 AMP FUSES AND #12 WIRE UP TO LUMINAIRE. SEE DETAIL "E-LP2". KIM AR2-250HPS-HS 240 1 250 HPS KIM LIGHTING 20-FOOT KSS SQUARE STEEEL NON -TAPERED FSA Y2 POLE. PROVIDE FUSE CLIP WITH 20 AMP FUSES AND #12 WIRE UP TO LUMINAIRE. SEE DETAIL "E-LP2". KIM AR3-250HPS-HS 240 1 250 HPS KIM LIGHTING 20-FOOT KSS SQUARE STEEEL NON -TAPERED FSA Y3 POLE. PROVIDE FUSE CLIP WITH 20 AMP FUSES AND #12 WIRE UP TO LUMINAIRE. SEE DETAIL "E-LP2". KIM AR4-250HPS-HS 240 1 250 HPS KIM LIGHTING 20-FOOT KSS SQUARE STEEEL NON -TAPERED FSA Y4 POLE. PROVIDE FUSE CLIP WITH 20 AMP FUSES AND #12 WIRE UP TO LUMINAIRE. SEE DETAIL "E-LP2". KIM AR2-250HPS-HS 240 1 250 HPS KIM LIGHTING 18-FOOT KSS SQUARE STEEEL NON -TAPERED FSA Z4 POLE. PROVIDE FUSE CLIP WITH 20 AMP FUSES AND #12 WIRE UP TO LUMINAIRE. SEE DETAIL "E-LP1". LIGHTING FIXTURE SCHEDULE KEYED NOTES: FSA PROVIDE FINISH AS SELECTED BY OWNER. JACKSON, RENFRO &ASSOCIATES, INC. ELECTRICAL ENGINEERING & DESIGN ROBERT C. RENFRO, PE bobby@jraee.com (D) 205.536.7114 (P) 205.995.1078 141 VILLAGE STREET SUITE 1 BIRMINGHAM. ALABAMA 35242 z O W X ( I") W F-- W „� z _I 0 O Q U N ILL O W W Ul _J J 00 (W V Q O U FIRM NO. F-6189 DESIGNED PROJECT NUMBER RCR DRAWN 215015 RJD CHECKED RCR REVISIONS NO. DATE DESCRIPTION SHEET TITLE ELECTRICAL DETAILS ISSUE DATE SHEET NO. 05/19/2015 SEQUENCE E2.01 3 OF 3 © 2014 JACKSON, RENFRO & ASSCOCIATES, INC -o.o -10.0 10.0 -/0.0 -10.0 AI.0AI.0-/0.0 10.0 �0.0 �0.0 AI.0-/0.0 -/0.0 -/0.0 '/0.0 t.o AI.0 '/0.0 -10.0'/0.0 Y0.0 -10.0 -/0.0 -/0.0 '/0.0 �0.0 '/0.0 '/0.0 '`0.0 �0.0 '/0.0 AI.0 t.0 '/0.0 '/0.0 Y0. o '/0.0 . 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SECONDARY t.0 '/0.0 �\ '/0.2 1-I .1 - ��\ LP- -�t16 SEE SLD - - - - / .1 y�2.,�__ \ _ ---�1 / / A1.3 \ -/0.0 �0.0 .0 rL� ©T F �0.2 2 � i'� \ �� �0. / AI.0 \� -/0.o -/0.0 .1 AI.0 10.0 10.0 -10.o �o.o t.o 1 g// SCALE : 1 " = 40'-0" AI.0 t.0 1.0 �o.o -/o.° JACKSON, RENFRO &ASSOCIATES, INC. ELECTRICAL ENGINEERING & DESIGN ROBERT C. RENFRO, PE bobby@jraee.com (D) 205.536.7114 (P) 205.995.1078 141 VILLAGE STREET SUITE 1 BIRMINGHAM. ALABAMA 35242 PROAP, NO. 11 7 %�RT C. R��4 5.19.15 z 0 v (W V LLJ 0 U LL 0 N rw V Q F- F- 0 U '`o.o t.o '`o.o AI.0 FIRM NO. F-6189 A0.0 DESIGNED PROJECT NUMBER � ° RCR DRAWN RJD 215015 -/o'0 CHECKED -/0,0 RCR Y0.0 REVISIONS A0.0 NO. DATE DESCRIPTION t.0 I.0 t.0 Ao.o -/0.0 -/0.0 '/0.0 A0.0 '/0.0 '/0.0 -/-0.0 AI.0 -/o.o '`o.o -1o.o '/0.0 SHEET TITLE -/0.0 '`o.o SITE LIGHTING PLAN - -/0.o PHASE 1 '`o.o AI.0 ISSUE DATE SHEET NO. 05/19/2015 SEQUENCE E 1.01 1 OF 3 0 2014 JACKSON, RENFRO & ASSCOCIATES, INC a POLE MOUNTED CAMERA (LOCATION TBD.) 1 j 1 45' 1 ' /•Y � --- (1)2"CONDUIT FOR CAMERA SEE SHT. T-001 FOR CONDUIT L---' 1 PATHWAYS AND DISTANCES 1 � 1 t i 4'X14' EXIT ----------"��� i LOOP) 2 I III 3-` r i 4'X14' SAFETY j k 4'X14' SAFETY -- „ o LOOP 1—J/ I LOOP O 11 N ilr� a n I ry II 11 - n j 8A 8A I LLI 1 , / 8A 8A V, 1, I IZ) 4. 0 IT, i{ w �Q 1 !!a 8 # j ICI i i a k i I a Lt_ DVE --------------- Is 1®! ldl 4'X14' SAFETY R' 4'X14' SAFETY i i I LOOP I LOOP i® A KNOX GATE SWITCH FOR EMERGENCY ACCESS 4'X14' READER SEE SHT. T-001 FOR CONDUIT ACTIVATION LOOP ®j o._ PATHWAYS AND DISTANCES { } sa i � I __— SEE SHT. T-001 FOR CONDUIT PATHWAYS AND DISTANCES II ' s az s j i!i r a g ( Iaz >,I ' •a r gg I I a I I i I' 31 as I k I Y d II az za I� :g a 4 I 51TE PLAN ACC. CTRU SEC. CAM. LAYOUT 3/3211= 1'-0" is -�1�J17 4'X20' SAFETY LOOP 4'X20' SAFE'fY�"``.'--�....�_ LOOP t 4'X20' EXIT LOOP M - - 50 - (1) 2" CONDUIT 41 ti t` FOR CAMERA SEE SHT. T-001 FOR CONDUIT PATHWAYS AND DISTANCES 51TE PLAN ACC. CTKL/ 5EC. CAM. LAYOUT 0 bo Cl) POLE MOUNTED CAMERA (LOCATION TBD.) Cn 00 LIL � F SEE SHT. T-001 FOR CONDUIT i j I PATHWAYS AND DISTANCES I a � r { 70 0 --i 0 C C}I x 1 0 l X j if M Tj i j 1 { ■ j 11 v) I I \ I { M 4'X8' READER ACTIVATION LOOP KNOX GATE SWITCH FOR. ..�«... {j .....-. P-P.-- a ..-.�..... a -as— b3HY— : ...a�t�.a-•�---------m.as.____.._ . �,.W,..,.....-. ., f? _ .,.�. ..�—�....... , s....��.. a+Mn... . EMERGENCY ACCESS t z 4'X14' SAFETY �- ' ,,° I', I"1 �� U LOOP I �� /// /� � ♦ail I I � � STD ♦ �"`' ''4 � 1 t I ' 4'X14' SAFETY O LOOP t i 8A r 4'X14' SAFETY LOOP N (1)2"CONDUIT ---- x- �� g a ,-, ,,< _• >,>-, x,, . _� FOR CAMERA sA - 8A II RA 4 X14SAFETY III hII IIIII LOOP " / / � IIII I� POLE MOUNTED CAMERA f 1 4'X14' EXIT (LOCATION TBD.) LOOP 51TE PLAN ACC. CTRU SEC. CAM. LAYOUT 3/32"= I'-O" F s 1i•}l SEE SHT. T-001 FOR CONDUIT PATHWAYS AND DISTANCES i � tlowel lllltltlllw - � �'�t1 ttltlllt ttltt ttt! i / f 65 ,--- (1)2"CONDUIT FOR CAMERA 4'X20' EXIT LOOP 1 - . 4'X20' SAFETY LOOP POLE MOUNTED CAMERA $ (LOCATION TBD,) 51TE PLAN ACC. CTRU 5EC. CAM. LAYOUT 3/32"= V-O" ACCESS CONTROL AND SURVEILLANCE VIDEO O®4 PROXIMITY READER O-4 }S— MAGLOCK (BY OTHERS) O� �I�-- VV-4 }� ELECTRIC STRIKE (BY OTHERS) ® ®o TELEPHONE ENTRY PANEL +- — DOORKING 1837 (1) DATA CABLE PHONE TO MCR 1 DATA CABLE DATA TO MCR }�— CARLON NONMETALLIC ENCLOSURE ©mil TRANSCORE ENCOMPASS 4 TAG READER �]::)­4 INDOOR IP MEGAPIXEL CAMERA - POE PANASONIC WV-SF135 1­ (1) DATA CABLE TO BCR OR MCR AS NOTED / OUTDOOR IP MEGAPIXEL CAMERA - POE PANASONIC WV-SW355 +—(1) DATA CABLE TO BCR OR MCR AS NOTED OUTDOOR IP MEGAPIXEL CAMERA - POE 1.5 MP MIN. 8A )P►4 +--(2)SINGLEMODEFIBERSTRANDS LOCAL POWER REQUIRED 09 � }� — NVR RACK LOCATION PANASONIC W3-ND300 i vG {� tr�.�.�. !�f.. `.� '-" ��`• y ,I �€ vim.>I�.i- .,_,° � �°,.� "nz `> --• .> ^� � '..'',,;.-,.. � �€�il.:r.-rL11.�L.I g�OO .p. 2�}-,�:5, F 4i. ,�; "� .m.. ��.,..:k. %m' •' `+.xi .: ;s'xL` �d\ � ���a°,>� �, t '1,1�t3ii'�: • �i:,�[1?:�>i�,�#d-1.l�=:,.=1 iir�}.' .,:;•� � � y� I41�1 I ; 31''II'' ;I ;;� i �: �'',� � � •r .> .��,�� 1 lil.!"`:`diill1�11!!.L [.!#.Ll, ti , •{ `� �.....7 A , Wit., b -'-:•- , ! �,\ \ \ \ "t S•4.7��" �g.J, y� fi.l -;{: f'�Ar xp <•:. ^, '���li,,,;F '``�"' �r> ijtt# r �°• � �,z� , � ,.'ice ('." 1 � ¢ 4�''`""> .,✓, < � \�,,� � l ,l�� f ��,,, P-... �. � tip`,-� i t ~ N "� 14 KEY PLAN N.T.S. �NFINISYS MULTIFAMILY TECHNOLOOYTM 1825 Business Park Blvd. Suite C Daytona Beach, FL 32114 USA 386-236-1500 E-Mail: cad@rrh.com REVISIONS NelworkedA arlmenl F7A Ready SITE FLAN ACCESS CONTROL SECURITY CAMERA LAYOUT JUNE,16, 2015 REVISION 2 NOTICE. This drawing is the property of INRNISYS. All information that is not generally known shall be confidential except to the extent the information has been previously established. This drawing may not be reproduced, copied, or used as the basis for manufacture or sale without written permission. This design uses architectural CAD drawings provided by Dungan Nequette Architects for this project and are used with the.Ar permission. Copyright 2015 InfsnlSys. All rights reserved. DATE. 12/15/15 SCALE: AS NOTED DRAWN: EAU APPR: TRS J 0 B : CAPSTONE— COLLEGE STATION QA: REV. DRAWING NO: LEVEL T_�n� (1) 4' CONDUIT ws�w 1� r` (1)6"CONDUIT (Low VoAage) ,. NOTES: 1. All conduit shall be schedule 40 PVC or HDPE 2", 4", or 6" according to plan. 2. All conduits are to include a pull string. 3. All underground conduits to be buried a minimum of 36" below finish grade to the top of the conduit. 4. All underground conduit road crossing ends shall be marked with electronic markers or mule tape. 5. All conduits shall use sweeps in lieu of bends. Sweeps must be 36" radius minimum. PULLBOX_� - ._ 45 -- - 6. Conduit runs should have no more than 270 degrees of bends between any two pull points, runs that exceed 20' TYPE"A" "" (1)6"CONDUIT_ this should have appropriate pull boxes installed. rrr � / 200' �,-t- �.,-•-r'a��\ � \\'`\ctm l "-•--_„�,. - /1 2"CONDUIT �\�- , (Low Voltage) ..... ... -•.._ 4 - 7. Conduit runs exceeding 200 feet in length should have appropriate pull boxes installed. 4• -` l .. 9 9 8. All conduits shall em to a tracer wire such as Ne tco Trace Safe RT180OW orequivalent. CONDUIT p y / p , 9. If soil conditions require it backfill com action material is not ranular, or the trench bed is not uniform the r r ' � �" _' `''/ `''�j " `s�l'���? � j � ��"'•`.�, � / � (1) 2' CONDUIT /J Ai' ^`y--...<. ^•,•� f '� „„.�4 � / �� 1•�. .. Q ( rr � Y g rr ) �--``_ trench shall be lined with a 3 layer of sand on the bottom and a 6 layer of sand on top of the conduits before f \ t °��1 1 ' ,� - // PULLBOX h" .•• .._ o' F �^ L o _ r-, 1 -?+ 20'A TYPE•A" , \.\ =" �_ backfill and compaction. (1)2'CONDUIT �t l ! _-.-------'_•' §.. ....""'"� �t! f( (�� '� "',� \\� ® `o'`t,.,_, sip �\ �s,•� t� ", `7'�f_ \"'\,` ` `x,>`o„,`"' `a,, \e�'�,,� ffJj "'°A.$ '\ t ! 1 '~j---,.,.,tt i ~---...,..._-. :\ V t �5 �. � :. " �`w.'• •oO I •~`"•rrr `^ '``. `�'+"v, f f „- 20 # \ /� w (1) 4"CONDUIT eanms / 1 l _ �, \\� --(1)2'CONDUIT 100' fit, �° �•✓�'- r- \. ,n `. \ r --., I 50' -. �>, t - f I t f r. f' fmiss t ! - 1 2" CONDUIT � L ! t; "� > `T 1 '� s 25= ',� // \ a, ;" ,�` �}�,� (1) 4' CONDUIT � � (1) 2" CONDUIT - - - (1)2'CONDUIT 4 Imo. i l a-_25"__ `b:: X / � 0 � ---•� 1 � PULLBOX \ a 1 � 1 2' ONDUIT - 60' C 1 � /, t i i' � s -• (1)2'CONDUIT t t" l �l 1 � 25 V � 30' �/ \, \�\ � Y+° � v� - 1 2"CONDUIT /� `�•� � �®�, TYPE"A" J �•;. '`.� .n "� () � y \ '^+..,,`\ --(1)2"CONDUIT (1)2"CONDOR_-_ \ \ \\ - () f / /� :? % v 120' '• ``` `\\ i:�\\\ (1)2'CONDUIT--- ••. `�'. ,F.,i ' i 60 25 _ / fie. CONDUIT J 7 ! " �/'CONDUIT �. <, � .» :� �`'� ° -•._ �,/ " t ONDUIT � l � ;, ; J 25 r��'.."_f-,--•_..€�r 1 "'`r` `ate � „� (� �s "' '''\\ ��� � -'`~ - - (1) 2" CONDUIT � \�\ • 25' ' �.. \ 1•` -- - (1) 2' CONDUIT ULLBOX 60' \ PULLBOXTYPEW f " P., \ \\ \ TYPE"A'� - `�/} \ 6: \\ "CONDUIT tip\ (1) 2' CONDUIT - - - 80' t � • \ °�" \\ !� - (1)2 t "CONDUIT--- - •a t m\ � g `•w 120' miss (1) 4' CONDUIT - (1) 2" CONDUIT t: , t + f \` t \ \- 60' , § t`$t R. t t ! t; f 25' / �' f \ - / \ (1)4'CONDUIT.w. (PU LL�Oa (1)2"CONDUIT--- \ --O CONDUIT i \ l,, j��� � - - _ (1) 2"CONDUIT '�\. i �s '�" `'� t,� e�� � _! : � f� i.%-' / ; "• t � �a (1)2'CONDUIT ' -lt l /l 110' l f: - \ \1 4\ X i , t25' x. , t1 / 25 /y r (1) 4- ` \ j1? r t \ / (1)2'CONDUIT--- \\ --(1)2"CONDUIT \`> \% ` �\ \ j `•. w .s, PULLBOX - 1 2' CONDUIT TYPEW\ / (1) 2' CONDUIT - - - ,� 'S:"a . c -:,'c •� ,_k--" l 1 /� �`rta (1) 2" CONDUIT (1) 2" CONDUIT jJ t 40' i 30_., �; #a: PULLBOX r�..f _—n — ? t\ \\ c (1) 2- CONDUIT - - - t - - (1) 2" CONDUIT 1 i ,' TYPE A 25' � �\ • 25 , `+t 1 $ r ... f I (1) 2- -- t - -_(1) 2' CONDUIT t'; l ! J l;'' f t I - ) I < 25 25' i (1) 2" CONDUIT - - 25'\\' ' 1 1 �! "• ; �f 70' t j (1)2"CONDUIT \\ ---(1)2'CONDUIT , CO r - - (1) 2" CONDUIT + 25' ) .�-+t.",, t, •rr.e +�-.-: _ Pa # t ; I � ,�...-".. � ---(1)2"CONDUIT ki -_� �... _ .._.. � :' (1)2"CONDUIT--- J j 25 ! PULLBOX at, 12"CONDUIT-- -q �ItI -, 15 `o.I r••3 f a('-= d " ` " '' --- _ , rc.c_ l TYPE'A" I () 1 �a `' 1. f 25, ll 1. PULLBOX i_--Z�T'a+--```1 155' xc• ._- 4 1 - S Ci _�_ `', 16--(1)2"CONDUIT (1)2"CONDUIT --- "' TYPE'A" y r; , 4" CONDUIT ffff� �-. 25' ' - - 1 2' CONDUIT O 45' y� �•,._��. ?� l' r- zr'�'- .,..�,,,,,,"-,,"'_x�'�`�,'�:�«.>� � _ - uur». ro 3. (1)945'CONDUiIs T "qg td�1, _�• 'e J OXPULLB )pJ «`(L1)6_ 2CODUIT-- '_'Ei_ k `£_-.- f __ ..A?! C3_ a _ •-Pi'R I.tN-.—! •1. —•- �..wtt - _(.---�, _ _ -. ., _ .. i-I';- -- aow(1)4"CONDUIT -----•---.�'� 11)2'CONDUIT 1,`"- '�--.••._"- 'PULLBOX''m~~ `7 .�"� .Y Jai ,,,.(€•-,., '^-.......(„"�,+." '7' - �. 'F �.'_.�.�.._..1 ._,..-.__._ f` ` TYPE "A• 120' 1 - 45' / j (1)4'CONDUIT ®_ _ -- \ \ _<;,. �� �� 1 6'CONDUIT i ]��x a <_.,. v•3."vy s k� T.sY. Wxa'rt Mil: T•,m"^ •ss- „ T"k,_... �s . ._.-�.., 5D'�� i � ''°' °",� R- �n�^' ...z ,., '-.� rn aws•--'.�' a"• .__ w w>. _. I I i l 1 I ..I 111 111 �1 (LowValtage) --11)2"CONDUIT 1° gt _J 70' a� a - t f ' — -.- (J 1 ate, I _ . , - -- - - -- -- ! - ;Si r 60 a .,tf",.�� flj J a l (1)4'CONDUIT® �w,i )>. _ _�_ dr _�'+i •.:```. ,...._...._... a , (1) 2" CONDUIT 45' tj - - (1) 2"CONDUIT 1 �.,,,� 7 i lc ( t \ I i PULLBOX TYPE •A" t" 1 2"CONDUIT ." M` t� c, ( TYPE •A• - - - (1) 2"CONDUIT _ --() t'. PULLBOX' �'' I 50' I I } - (1) 2"CONDUIT �_ ,•--- a -.,,, TYPE'A " � • -" �}/_ """"�•-.'"`.^`.....__ 11fJ°i---"„-�J,�,.:- � �xa: •r�sX -.,,,� �t ���.,''\',,,,x�p . ? r (1)2•CONDUIT - - - "C�TIIL 3 IN 60' IF ;... _ _ ` . _ I f u l� _ i _ 85, 1 2"CONDUIT —,. --� - _fit - �` t �'`•/ � t S---(1)2'CONDUIT 25,-�.----(1)2"CONDUIT 1 20' I i' '" ---(1)2"CONDUIT �t l JJ 1 g _-_(1)2"CONDLIT I//J P�1 xpr'---(1)2"CONDUIT 1 C^.t (1)2'CONDUIT --- I g, \ \ / t-..,_,�'~`:�\..115' , � I � I---• _______®_._._._e � JL 100' :-(1)2'CONDUIT (1)4"CONDUITPULLSOX ut. I1,.I (1)2'CONOUIT - _--"�\ 4 � (I _ � w rr_ �! _.. FOR N AT POOL ,,,�, _. ..� . ._ ___ , PULLOVA TYPE "A" I � �� ^-,.:,.� `• _ .. _.--•-..� "'"' TYPE "A" 2 A10' BCR 1A \ 4" CO ` it! 10, UJ 4" CONDUIT a/ I i j I -I ......€r t t f 3, _ (2) 2" NDUIT FOR VIDEO ATA @ 2W 1)2"CONDUIT 60'i -( t (1) 6" CONDUIT f("III I fl _ - FOR TV AT POOL 200' Lowvolag(1)4"CONDU(1)4'CCONDUIT 0' ,._ f (1) 4' CONDUIT BR PULLBOX PULLBOX ,.111i TYPEATYPEA A"CONDUIT TYPE II PULLBOX r _ 4 g TYPE 'A' I �-i - 12'O..DUIT � 3 ti 1 - 0' (1) 6 2"5C' ON�DUI.T., ��.......� ,) }t (1)2'CON8D0U' IWT --,-.- ----*((11a1))2 r220"5CC' ' OON-(1)2CN 1t (1)4" CONDUIT 20' (1)2"CONDUIT 20' 20") 1) 2' CONDUIT 100' I I 'd (1)2CONDUIT (1)2"CONDUIT--- -.-(1)2"CONDUIT (1)2"CONDUIT-20NDD If miss (1)4"CONDUIT $I< r (1)2"CONDUIT--- � � (1)2'CQNDUIT--- 1 2"CONDUIT �\ I � t � -_• I Y 1 2"CONDUIT !--() to gtw.»r JP # 60' TYPE aA. ) 45 I e. - PULLBOX 1 ' t "• i ` -J - 1 2"CONDUIT :. -) 11L-� - - () I s e TYPE •A• t': { -J� --(1)2"CONDUIT .-:£:w. `'"� ��,� ram-•-'+--(1)2'CONDUIT (t # � 3 '• ` � ``•�... •�.:_, ,«.4,. `� ! "`'`'_ _ "�`""r,-:.- x'*---_____- � t�..C�.�;-;�.tl I I I I I i I I I I i `"�''L,L„ '+!I 25' � � y`y a �esxa----re.., kN, --__.. 'ex,.. .v..,-". "I' "ax ,a___..t..•,,Ka ......_ c"ae---ear uar._._„ w,_..m rwc----tam."a ..._, �•.,..,-w�tua---`•emu '_---•vs s+e____w,, s- .m i.e£ <to \\ 11\ ''��'�`^�• �/ ..:1�..,_-� � \, \ "� �z..".,a, /------_. .�, - ow of ge) �-----�•____.._,_.._ - - lt) 2" CONDUIT AIA F 70, Lit/ j 1 J Il t Z_ 6 ��(60' - _ j ` ' ` •- -- 1) 2- CONDUIT j 70' t---(1)2"CONDUIT f o _ f (1)4"CONDUIT rw.. Jill lIP i -_(1)2"CONDUIT r !1 „ �I�I/< (1)4"CONDUITfe®eA rym���\ (1)4"CONDUIT I - 44' I LF, v [=r ;;I 30' ;" ' t ®p ` 20° i (1)6"CONDUIT f(1}4"CONDUIT x § (1)6"CONDUIT I €I € ti}x� I I �- (LowV0ltage) € i� !� �' !'N 6 :..-.t1C tA�—t^• iL'+,,.�_ --.e"S tz —FP t: ,—fn� t•+R—i�t in4--•-!P" tli�,••_...raw ..._.Yys. L+M, •—SET 19i�— W (LOW VOItage)i i[ 111 "`", r EE }1* PULLBOX It j 90' TYPE "A' 70 1\\' If, 14"CONDUIT. PULLBOX I 'I' 4 It () w \\fit f I 45' lY tt4t t . (1) 2' JTYP,EJA, �i wltI �4 jt �I 12"CON70' (1) 2CONDUIT T—�I t 50' ..s90' a M4-DUIT--(OC € enw(1)4"CONDUIT 30 'Q t PULL80X PULLBOX PULLBOX ---" ♦ ?_ 3 _ ; _J L I .I I ( \\ \ t \ \\\ TYi PEA U E A�. IPULLBOX.,., (1)2"CONDUIT--- `\ T�'E �t� •.,lit ,--�� TYPE"A" ..� ,� "A" .,,. Imp t_ \ 11 - - (1) 2' CONDUIT II --- �y cxctn (1)4""--(1)225'CONDUIT t-li _(1)6Z0"'CONDUIT PULLBOX ONDUIT)LIT { TYPE (1) 2- C(1)2'CONDUIT ' M. r ms zmr I rm eras--(1)2'CONDOR :..-d5 1 6'CONDUIT-JI•,„- a r rmm -n "t I maa rre_ , ,�__ r w: n rtens 1 4" CONDUIT 1 2" CONDUIT - ow L \ ( () Voltage)s T ,1 J "*AS _.._____ PI�'._. t 1 n tl i ^+.."-""_^Mt'pry" ....: "... ..... .... ........�,,;,,.m..,.+-... .... .. ^ �'_`�.R sf^ixY iS t .a u t t �.v' t j t•.'e ' '3� 2a.'�...�......... ea--..�;, "`�----.:.;_.. .w�+.rnc sx $'y Mt"e"s ".-- „t•a.eu wf•wx r•,,., � "" � ,, \y {€(y £( !€���� k{[(j _ •.,ro _..,. ___ < a e•w"rs----t-ro• t-w :•" �-i9; 2. _________'�ky� lab__.:.: •.,•"ea EC �.. tr ft-•'—•--C,l^^--'.'. .'_"'-Y '. '.�._ ...: "......""'.�,.'k':d^'^� ,:m §3.— �_f?p��F �..3.._.., "' �...... .......M .R V^ a° s . ._..,,....,..a„rfe'4M—^-^s..E .. p„Mf Y,9• ,. f'• E-, t ..........w �t�'f,..•.._....w I LOVOLTAGE 51TE PLAN o LEGEND.... .. .. .. .... .. .. .. .... .... .. .. .. .. .. .. .. .. .. .. .. r= 6" CONDUIT - (ROAD CROSSING) = 265 FT. 4" CONDUIT (INCOMING SERVICE) = TBD > ■ ■ 4" CONDUIT (SITE DISTRIBUTION) = 3,455 FT. 2" CONDUIT (INCOMING SERVICE) = TBD > ---------- 2" CONDUIT (SITE DISTRIBUTION) = 6,900 FT. PULL BOX TYPE "A" (24"x36") = 33 UNITS VAULT 1 UNIT (48"x48") = 1 t t h � •L. i {i"/ +1 ,.�� ' ��' � J'•sS�� :�- fir'^ '� S . /'`r � 11 �n it rll"� ttrlitt) 'wt',�,y f\'�`� .,.�� A ,�� .• t J\ r t +f ! f .% �"";\ `s=,;..^-'~= i""-x•Er�:r I .�.....,-. ;s•F - ,:i-+. +.\ `� �a „�t \ .1. �`/rr��'' .. • P3;�>li i"r'is`�i- 'tt'r �� ��,� ,1 r_ c®a }$j� �t� EEE ,''Ty•^"''�''y" �`€//yyf£ �j[(4 fe (� �k.t� � fit ' # a1^a } .i �sl �f " ��it r:. •---a33'fytd ,s, II�B'ij,'�I.�r � -..�1)\,� � Z t .«r •°� �,f 6 at '' www�k� 1:QS1 a eY =j` •i�' ' Y a•'3' `t°. '�' �: •.',.fix + e• .� \ C � �..-,� r..,_� _ s.. �.. -,- � �_ r,,•�»«- - ,� .» .ate_. » i � •�r '� \ g_. § ii t . 4�„. �..w".,-'�•,.••„-:,��; q•,-:...,."'"," .. - "•... Fes; a- �� b \ 4 1V�� l 4 };,,1� Y' t� i t t t t \„ C tl 1 t //'\ �,",'� •`",,,,,-.�=-.---'�r-. ,i fi.` ~.\..� \\\1 It I fi !}''�'\�'� \\ t\ �\tom � � � tt\ ! / ''��•.� \1\ t! �:'"'""�`'.....,„„ �\'�t �� 11 JJ \ \ \ \ 1 f>j�\fir r� .`a \{1 i �pG' / 1a \\\ s'„•- 1 j\� e t r ,,,....� "r°''1 \ \",r '2r.`„� �.,,, "a+,a�) g. /rr"'"'�� .,,pT` `;,�• J js� KEY PLAN N.T.S. � t e PULL BOX INSTALLATION DETAIL Ln \Y'\\ INSTALLED FLUSH TO GRADE PULL BOX .O i \\ \ `1 \ I (1)4"CONDUIT._ t \ \ '." 4" PVC CONDUIT L----� a 0,`` go ". (1)2"CONDUIT--- \\\' ; \\ t \ e 6" MIN. OF COMPACTED `�, ' 'i% t\ \ \ t BASE EXTENSION IF 40' I REQUIRED GRAVEL DUE TO PULL BOX DESIGN VARIATIONS BETWEEN MANUFACTURERS, TWO TYPICAL DESIGNS ARE SHOWN. SOME MANUFACTURERS USE TOP EXTENSIONS WHILE OTHERS USE BASE EXTENSIONS. A TYPICAL MANUFACTURER OF A 17"x30"x26" PULL BOX IS CDR SYSTEMS \ \ I i \ PN#A00-1730-26. A MATCHING 8" BASE EXTENSION IF REQUIRED IS CDR SYSTEMS _ \ \ \\ PN#A00-1730-08. A TYPICAL MANUFACTURER OF A 36"x36"x24" PULL BOX IS PENCELL ( 7\ `,, \ \ PN#PEM-3636. A MATCHING 6" TOP EXTENSION IF REQUIRED IS PENCELL PN#PEM-3636-6. IT \\ t \ I,i s Lw t 1 g ; I INSTALLED FLUSH TO GRADE I I c 0 \e a t I .J MCR(HEADEND) s\\\ \ ;' \ t \ \ e� , ' TOP EXTENSION a \ 15' ', \ 1 , - �' ' ''• ; , : ' IF REQUIRED ■r�■ 2 4 CONDUIT OUT TOBLDGS. INCOMING SERVICE O ' ( ) (LOCATION TBD)t- I (2) 2' CONDUIT (INCOMING) VAULT %.' fa"r (1)4"CONDUIT(INCOMING) �.... _ _t _..,I!. �, r,. ==�;,c ........,� sa- sw gs -� af* 9\. -' 4� £ ^ka -? :rns r _ . f fV -�1` `-..�:'.�- r, �1.11_--.-"''rr o PULLBOX t 140' 10(�, 1 O - O € (1) 2" CONDUIT - - - " " „ (2)2' CONDUIT (INCOMING) T 1 2"CONDUIT - - - - - 1 2" CONDUIT ® CONDUIT (INC a ( E I \ \ 4" PVC CONDUIT ( 20' i 20' � ' f 20' T (1)2"CONDUIT------(1)2"CONDUIT (1)2"CONDUIT--- ;F BASE EXTENSION IF �t 6" MIN. OF COMPACTED l- REQUIRED GRAVEL .-... :"`a4 ..,,...-. 4stz �•-Sttt bi 4---.. rp�e"+r'---- VM•---•-•MP 4Pw .-.... �4 Va[� fa. �isR, ra�La ....-..�61+6--„,.vv. <.......� 4+u= — _ _ _ _--___-_ __._.-------------- \\ \ 4 ..°ayf R--5d4Y :AX ..— ar3 .^&C£--�N4 ,®,An-t lkA._�N!%". i—.• M?,-�:&+t'4 &"d•—PM .-.-4M {—ysh BYj .,,.n-„ 1� \ tt t 4 l,p/' i 3 \\\ \ t i \ \ ,r \ I \ , e .._.M ......_ � e..:..,._' Pa _.__iac v .— u>r "_¢ ,."q..._. m f+re —-+.,»___..� uw•—•--.. 155' 135'� 105'.. I rs (1) 4"CONDUIT I e -(1)2"CON DUIT PULLBOXTYPE"A" , ^ �.. _ --(t)2"CONDUIT PULLBOX . t \ I I --(1)2"CONDUIT--(1)2CONDUIT(t)2"CONDUIT---1 /t CONDUIT _ - _ Jk_.� i Ins nE„iy.!� �a t nz � ,, aknts !ew'' er':-g / 1.• •r"r� \ IT \ " 1 PHASE 1 \ a+4^^^^^t-".it Yh--^^^^�^^^'^'-W,^PM tY----... i, "AOI66 ^^^^^t+ PM KG^^^^^^Y• ✓m61�^^^^^^rf^M"t6.«.• ,1k�"'f' \ A s 0 ate • I \. ROAD CROSSING CONDUIT SECTION DETAIL ROAD SURFACE " 6" CONDUIT SLEEVE ` (ROAD CROSSING) Z ' 4" CONDUIT M (SITE DISTRIBUTION) ev INFINISYS MULTIFAMILY TECHNOLOGYTM 1825 Business Park Blvd. Suite C Daytona Beach, FL 32114 USA 386-236-1500 E-Mail: cad@rrh.com REVISIONS 06.16.15 J \ NelworkedAparlment' Ready Mowi him r ii JUN,­,16, 2015 REVISION 2 NOTICE.• This drawing is the property of INFINISYS. All information that is not generally known shall be confidential except to the extent the information has been previously established. This drawing may not be reproduced, copied, or used as the basis for manufacture or sale without written permission. This design uses architectural CAD b provided drawings p y Dungan Nequerte Architects for this project and are used with their permission. Copyright 2015 Infini Sys. All rights reservo-d. DATE: 12/15/15 SCALE: AS NOTED DRAWN: GAU APPR: TRS CAPSTONE- JOB: E COLLEGE STATION QA: REV. DRAWING NO: LEVEL LOW VOLTAGE 51TE PLAN - PH. I 1 "=40' n it / a� tt ! r \\ 5L \ e� "t;`-�'� \� - •;; I t Q 4 , •4` t , \\\ Z r �,'� "•` i�f� y-� �� � �'I'�f'n[i i-ii%ii°i'�ii'"T5"ii f� wfi i i Thy ��a` 8 - -.a q ♦ Sin \ \ /r \ \ \ �F►y \Z a '-,-yam, ; a:� , �,,,\� �'-" ` \ ` i \\ / ram\\ \ \ \\ (]`•• 7`- ., ``^� �Y ,. ; e \( mot- ` \ , \ / :^4 r` \� \ , \\ \ \ „•. ?r% � �, � ~�� . mP , , :� , £,� � . ` � . \\\ \- • `1 \ \ \ \ \\ } �/ `` � ~ �,� vim: � '/ :P1ji� %��"� `., { x ♦ / � i \`y\s"f r \\ \ �`\ `\�l �\\ �i\\`jtt F/ \�•` ;i� t�f�( �,#�4. �1 i� ♦ o�..n AN dt/ ` \l\ \ \/^ti ` ~ • v' t� o . �� `�\\ •• KEY PLAN N.T.5. M7,: 77._,:-..-... 6" CONDUIT - (ROAD CROSSING) = 720 FT. rm 4" CONDUIT - (ROAD CROSSING) = 610 FT. ■ ■ 4" CONDUIT = 1,800 FT. ---------- 2" CONDUIT = 21700 FT. PULL BOX TYPE "A" (24"x36") = 21 UNITS INSTALLED FLUSH TO GRADE PULL BOX / 4" PVC CONDUIT BASE EXTENSION IF REQUIRED 6" MIN. OF COMPACTED GRAVEL DUE TO PULL BOX DESIGN VARIATIONS BETWEEN MANUFACTURERS, TWO TYPICAL DESIGNS ARE SHOWN. SOME MANUFACTURERS USE TOP EXTENSIONS WHILE OTHERS USE BASE EXTENSIONS. A TYPICAL MANUFACTURER OF A 17"x30"x26" PULL BOX IS CDR SYSTEMS PN#A00-1730-26. A MATCHING 8" BASE EXTENSION IF REQUIRED IS CDR SYSTEMS PN#A00-1730-08. A TYPICAL MANUFACTURER OF A 36"x36"x24" PULL BOX IS PENCELL PN#PEM-3636. A MATCHING 6" TOP EXTENSION IF REQUIRED IS PENCELL PN#PEM-3636-6. INSTALLED FLUSH TO GRADE TOP EXTENSION IF REQUIRED ;o i i' ; PULL BOX CD; r M 4" PVC CONDUIT . i. BASE EXTENSION IF REQUIRED 6" MIN. OF COMPACTED GRAVEL NOTES: 1. All conduit shall be schedule 40 PVC or HDPE 2", 4", or 6" according to plan. 2. All conduits are to include a pull string. 3. All underground conduits to be buried a minimum of 36" below finish grade to the top of the conduit. 4. All underground conduit road crossing ends shall be marked with electronic markers or mule tape. 5. All conduits shall use sweeps in lieu of bends. Sweeps must be 36" radius minimum. 6. Conduit runs should have no more than 270 degrees of bends between any two pull points, runs that exceed this should have appropriate pull boxes installed. 7. Conduit runs exceeding 200 feet in length should have appropriate pull boxes installed. 8. All conduits shall employ a tracer wire, such as Neptco frace Safe T1800 orequivalent. 9. If soil conditions require it (backfill/compaction material Is not granular, or t e trench be is not uniform), the trench shall be lined with a 3" layer of sand on the bottom and a 6" layer of sand on top of the conduits before backfill and compaction. �00 06j INFINISYS MULTIFAMILY TECHNOLOGYTM 1825 Business Park Blvd. Suite C Daytona Beach, FL 32114 USA 386-236-1500 E-Mail: cad@rrh.com REVISIONS t� 06.16.15 /2\ 4 0 ilelworkedAparlmenl A ea y LOW —VOLTAGE SITE FLAN PHASE 1 DUNE, 169 2015 REVISION 2 NOTICE. • This drawing is the property of INFINISYS. All information that is not generally known shall be confidential except to the extent the information has been previously established. This drawing may not be reproduced, copied, or used as the basis for manufacture or sale without written permission. This design uses architectural CAD drawings provided by Dungan Nequette Architects for this project and are used with their permission. Copyright 2015 InfniSys. All rigW-4 roserved'. DATE: 12/15/15 SCALE: AS NOTED DRAWN: GAU APPR: TRS J 0 B : CAPSTONE— COLLEGE STATION M REV. DRAWING NO: LEVEL ' T_0�' A Copyright 1998-2015 All drawings are Copyright © 1998-2015 by InfiniSys. All rights reserved. No part of this plan and/or design may be reproduced in any form or by any means, (including but not limited to photocopying, faxing, email, or any similar method), without the prior written consent of InfiniSys. No derivative works of this plan and/or design may be made without prior written permission. The acceptance and ultimate purchase of a license to use this plan and/or design entitles the purchaser to a nonexclusive, nontransferable license to use one InfiniSys custom electronics system designed using this plan and/or design. Possession of multiple copies of this plan and/or design does not entitle the purchaser to multiple InfiniSys custom electronics systems using said plan and/or design, unless the contract between InfiniSys and the purchaser specifically includes that right. Any person who participates in acts that constitute infringement of InfiniSys plans and/or designs will be prosecuted to the fullest extent of the law. Under the United States Copyright Acts, as amended, InfiniSys may recover for infringement: actual damages, statutory damages, all related profits of the infringer(s) in addition to attorney's fees and court costs. Employees and Agents should note that in addition to their personal liability for infringement, acts performed within the scope of their employment or agency related relationship will be attributed to their employer or principal(s), who will also be jointly and severely liable for the infringement. This design uses architectural CAD drawings provided by Dungan Nequette Architects, for this project and are used with their permission. Architect Notes 1.0 Main Communications Room (MCR) 1.1 Facilities The General Contractor shall construct the MCR to the minimum dimensions shown on the InfiniSys drawing set. The SCG walls shall be covered with 3/4" plywood over any building materials required by code. The plywood shall be 8' high, start at 6" AFF, and must meet all national, state, and local codes for fire rating. If noted, the MCR walls shall be shielded by installing a grounded metal lath behind the plywood. Once the MCR is constructed, the Low Voltage Contractor shall roughly designate the various provider areas per the InfiniSys drawings, using spray -paint to outline and label the areas. No piping, ductwork, mechanical equipment or power cabling should pass through the MCR. 1.2 Secure Access/Lock Boxes General Contractor shall provide single or double 36" x 80" lockable doors. The doors must be able to be securely locked, using a high -security deadbolt style lock, and be common -keyed across the site. Access shall be restricted to authorized personnel. The Low Voltage Contractor shall provide and install three lock -boxes (knox boxes) on a wall close to the MCR for each provider - Telephone, Video, and Data. The General Contractor shall ensure that the lock -boxes are accessible 24x7x365. the General Contractor shall also provide two sets of keys for the MCR and BCR(s) in each box. 2.0 Communications Rooms (BCR) 2.1 Facilities The General Contractor shall construct the BCR(s) to the minimum dimensions shown on the InfiniSys drawing set. The BCG walls shall be covered with 3/4" plywood over any building materials required by code. The plywood shall be 8' high, start at 6" AFF, and must meet all national, state, and local codes for fire rating. If noted, the BCR walls shall be shielded by installing a grounded metal lath behind the plywood. Once the BCR is constructed, the Low Voltage Contractor shall roughly designate the various provider areas per the InfiniSys drawings, using spray -paint to outline and label the areas. No piping, ductwork, mechanical equipment or power cabling should pass through the BCR. 2.2 Secure Access General Contractor shall provide single or double 36" x 80" lockable doors. The doors must be able to be securely locked, using a high -security deadbolt style lock, and be common -keyed across the site. Access shall be restricted to authorized personnel. Each BCR must allow secure 24/7 access for each of the service providers who have equipment or facilities within it. 3.0 Pathways 3.1 Coring All coring through concrete, block, stone, or other impervious materials is the responsibility of the General Contractor. 3.2 Interior Pathways All interior building pathways are the responsibility of the general contractor. 3.3 Fire stopping All fire stopping designs shall be the responsibility of the site architect. All fire stopping as required by code and installation of the fire stopping designs of the site architect shall be the responsibility of the installing contractor. MEP Notes 1.0 General All electrical work shall conform to all of the National Electric Code for state, county, city electrical codes, and authorities having jurisdiction. All switch boxes in units, leasing, amenities area, etc. must contain a neutral to the load they are controlling. Install unswitched quad outlet by each Home Theater Outlet and duplex by each Multimedia Outlet 2.0 Site Communications Gateway 2.1 HVAC The SCG requires sufficient HVAC to maintain 400 - 850 Fahrenheit with humidity at 30-60%, non -condensing, positive pressure. 2.2 Lighting 4-bulb 4' or 4-bulb 8' fluorescent lighting fixtures with tube protectors installed are required for proper lighting, typically 8.5-9.0 feet above the floor, providing 85 foot-candles at 3 feet above the floor. 2.3 Electrical All duplex outlets are to be Pass & Seymour Industrial Grade Surge Protective Receptacles with Isolated Ground unless otherwise specified. This ground shall be tied to the electrical service ground. Use Pass & Seymour part number IG5262-WSP for 15 amp circuits and Pass & Seymour part number IG6362-WSP for 20 amp circuits. Required duplex outlets and circuits are as follows: Pool House: • Four (4) 20A 120 VAC surge protected duplex outlets on four (4) seperate circuits for the four video headend racks - ceiling mounted as per the InfiniSys plans. • One (1) 20A 120 VAC surge protected duplex outlet on one (1) seperate circuit for video. • One (1) 20A 120 VAC surge protected duplex outlet on one (1) seperate circuit for security camera NVR and camera power. • One (1) 20A 120 VAC surge protected duplex outlet on one (1) seperate circuit for access control. • One (1) 20A 120 VAC surge protected duplex outlet on one (1) seperate circuit for audio distribution. • Two (2) 15A 120 VAC surge protected duplex convenience outlets on the lighting circuit (minimum). • All circuits must be clearly labeled at their circuit breaker panel. Clubhouse: • Two (2) 20A 120 VAC surge protected duplex outlets on two (2) seperate circuits for security camera NVR and camera power. • Two (2) 20A 120 VAC surge protected duplex outlets on two (2) seperate circuits for video and data distribution. • One (1) 20A 120 VAC surge protected duplex outlet on one (1) seperate circuit for access control. • One (1) 20A 120 VAC surge protected duplex outlet on one (1) seperate circuit for audio distribution. • Two (2) 15A 120 VAC surge protected duplex convenience outlets on the lighting circuit (minimum). • All circuits must be clearly labeled at their circuit breaker panel. 2.4 Grounding General Contractor shall provide solid copper grounding busbar to be installed with insulated standoffs, (1/4" thick x 4" high). This busbar is drilled with rows of holes according to NEMA standards for attachment of bolted compression fittings. Telecommunications equipment, frames, cabinets and voltage protectors shall be grounded to this busbar.Generai Contractor shall connect busbars in the MCR and BCRs with a backbone of insulated, solid copper cable between all closets and rooms. This backbone shall be connected to the Main Grounding Busbar in the MCR, to an earth ground in the electrical entrance facility, and to structural steel on each floor, if applicable. Bonding conductor cabling shall be colored green or labeled appropriately. All grounding shall be in accordance with Article 250 of NEC 2014. 3.0 Unit Distribution Panel 3.1 Electrical The Electrical Contractor must install two boxes with one (1) 15A 120VAC Pass & Seymour 5262-WSP surge protected duplex outlet and one (1) 15A 120VAC standard duplex outlet in the bottom of each UDP. These outlets do not require a dedicated circuit and may be powered from a lighting circuit (see sheet T-400). 3.2 Grounding The Electrical Contractor shall attach the UDP grounding lug to the ground terminal of the installed surge protected duplex outlet. 4.0 Site Requirements 4.1 The MEP shall be responsible for the integration of the Access Control System with the Fire Alarm System. 4.2 The Electrical Contractor shall install one 15A 120VAC Pass & Seymour 5262-WSP surge -protected duplex outlet at each Wireless Access Point location. 4.3 The Electrical Contractor shall provide power to all gate camera locations. 4.4 The Electrical Contractor shall provide power to all access control panel and gate locations. General Notes 1. Leave 2 foot tail at multimedia outlet plaster ring locations. 2. Leave 3 foot tail at nid(networkedapartment communications gateway) and speaker locations. 3. Leave 10 foot tail at communications gateway locations. 4. 3 inch min. bend radius on all cable runs do not use metal staples or kink cables. Use plastic staples such as the peter mangone rb clip gun system. 5. All low voltage wiring must be kept one stud bay (12" min.) distance from parallel high voltage wiring and cross at right angles. 6. Mount home theater outlet in caddy/erico model mp2s low voltage mounting bracket or two -gang plastic box with back removed, unless it is in a fire -rated wall (if applicable.) 7. It is preferred to mount single outlets in a single gang plastic box with back removed. Optionally, a single gang mud ring may be used, unless it is in a fire -rated wall. 8. All blank covers are the responsibility of the installing sub -contractor. 9. Install all multimedia, and binding post outlets at duplex outlet height in all rooms, except wall outlet in kitchen or unless otherwise noted. 10. Low voltage boxes must be level and unobstructed. 11. Install pull strings in all empty conduits and innerducts. 12. Wall phone outlets must be at least 6" above any counter splash or ledge 13. All f-connectors must be stripped and crimped using approved tools. tighten all 'T' connectors to 25 in-lbs torque using approved tool -all f-connectors shall be of the radial 360-degree crimp type (f-conn model RG-6NR or equivalent for RG-6 quad -shield). Compression crimp also acceptable. 14. No splices are permitted inside walls. 15. Install wall plates and speakers after finish painting. 16. All exposed connections, hardware shall be protected from plaster, paint and other such materials. 17. All final installation must be done in accordance with the attached drawings, specifications and infinisys supplied scope of work. 18. Fire stopping must be accomplished in accordance to local, state, and national codes and in accordance with the fire stopping designs of the site architect. 19. All grounding shall conform to NEC 2014 article 250. 20. The low voltage contractor shall label all low voltage cables at both ends in a clear and legible manner. The label shall be located within 1 foot of the likely termination point after trim so that the label will not be cut off. Cable Specifications 1. All cables and microduct pathways with included pull string/tape shall be at a minimum riser rated. All cables and microduct pathways with included pull string/tape shall be plenum rated in such spaces that require it by local, state or national code. The plenum rating must conform to the most current version of NFPA 262. 2. Video Cable: All inside and home -run video cable will utilize Quad -Shield 60% minimum braid Series 6 coaxial cable terminating on OnQ Legrand or equivalent self -terminating F-81 barrel connectors. All coaxial cable must be manufacturer rated to a minimum of 3.0 GHz. 3. All "F" connectors shall be of the radial 360-degree crimp type (F-Conn Model RG-6NR or equivalent for Quad -shield). These connectors require a CablePro RTC-360 or equivalent tool for installation. Hex crimp tools are not acceptable. 4. If the outlets with video ports are installed with a wall cavity depth of less than 3", 900 f-connector adapters (Channel Vision #2125 or equivalent) must be used inside the wall. 5. Data Cable: All inside and home -run data wiring will utilize 4-Pair TIA Cat-5e or Cat-6 twisted pair copper cable terminating on TIA R)_45 jacks utilizing the TIA 568a standard configuration. All Cat-5e or Cat-6 cable shall meet or exceed ANSI/EIA/TIA-568 requirements. It is required that all data cabling be bid utilizing Cat -Se and another bid utilizing Cat-6. Item Part # OnQ Legrand Unit Data Distribution Components for CAT-6 Bid CAT6 NET APT 3 PORT PLATE (INT-TV) WHITE WP3739-WH CAT6 NET APT 3 PORT PLATE (INT) WHITE WP3705-WH 6-Port CAT6 Network Interface Module W/2 Keystone Openings AC1013 12-Port CATS Network Interface Module AC1015 OnQ Legrand Unit Data Distribution Components for CAT-5e Bid NET APT 3 PORT PLATE (INT-TV) WHITE WP3639-WH NET APT 3 PORT PLATE (INT) WHITE WP3605-WH 6-Port CAT5E Network Interface Module W/2 Keystone Openings AC1012 12-Port CAT5E Network Interface Module JAC1014 GENERAL WIRING NOTES 1. All low -voltage wiring should be run at least one stud bay apart (12" minimum) from any parallel high -voltage wiring, and cross at right angles whenever necessary. Where there is insufficient clearance to meet that requirement, the cabling must be arranged to provide the maximum possible separation, over as much distance as possible (under no circumstance shall the lateral distance be less then 4" without supplemental shielding). The only exception is where cables cross at right angles, where a 2" minimum separation must be maintained. This may require coordination with the Electrical Contractor before the high -voltage wiring commences. 2. Protecting cabling from damage is the responsibility of the low -voltage installing contractor. All cabling must be run where it is unlikely to be damaged after installation. Nail plates should be installed where cabling passes through wall studs. Where steel framing is used, plastic bushings must be installed wherever cables pass through metal structural members. Cables must not touch any edges of metal framing. 3. All cabling must be properly supported and secured in a way that will not compress or deform the cables. All cable bends must maintain a minimum 3" bend radius. 4. Splicing or repair of cabling is not permitted. Damaged cable must be replaced in its entirety. 5. Any defective or damaged cabling, or any cable or cable installation that does not meet these specifications, must be replaced. This will be at the installation contractor's expense, unless it is the result of gross negligence by another trade, or unavoidable because of subsequent changes, structural modifications, etc. 6. The General Contractor shall be responsible for notifying the low -voltage installation contractor of any such cable damage. ALL LOW VOLTAGE WIRING MUST BE KEPT ONE STUD BAY- (12" MIN.) DISTANCE FROM PARALLEL HIGH VOLTAGE WIRING. STUD (TYP.)--_ WHERE HIGH AND LOW VOLTAGE MUST RUN PARALLEL, AND 12" MINIMUM SEPARATION IS NOT ALL LOW VOLTAGE AND POSSIBLE, SEPARATE AS MUCH AS POSSIBLE HIGH VOLTAGE MUST (HIGH VOLTAGE ON TOP). A CABLE SPACER CROSS AT RIGHT ANGLES (SUCH AS TYTON MP4-M5 CABLE TIE MOUNTING TO EACH OTHER. A 2" PLATES) IS RECOMMENDED. UNDER NO MINIMUMSEPARATION IS CIRCUMSTANCE SHALL THIS BE LESS THEN 4" REQUIRED. 1 WITHOUT SUPPLEMENTAL SHIELDING. WLiLi I / 1 I I 1 1 1 I I 4HIMG) i 1 I , I 1 1 I 1 OW IGH VOLTAGE VOLTAGE DOORWAY GANG BOX GANG BOX NOTE: IF WIRES GO THROUGH STUD LESS THAN 1-1/2" FROM EDGE OF STUD OR IF A HOLE IS DRILLED THROUGH A 2X4 STUD LARGER THAN 3/4" A NAIL PLATE MUST BE USED ON DRYWALL EDGE(S) OF 2X4 - LOW VOLTAGE WIRING (RG-6 TRI-SHIELD, CAT-5e, AND/OR SPEAKER WIRE) ■ ■ - HIGH VOLTAGE WIRING (ROMEX, AC WIRING, ETC.) LOW -VOLTAGE DEVICES LEGENDS UNIT LEGEND O(1) m MULTIMEDIA OUTLET: DATA CABLE - DATA (1) VIDEO CABLE - TV1 Oo MULTIMEDIA OUTLET: - (1) DATA CABLE - DATA OE 3 m MULTIMEDIA OUTLET: 1 DATA CABLE - DATA 1; DATA CABLE - DATA (1) VIDEO CABLE - TV ® I�8 USB POWER OUTLET PASS & SEYMOUR TM826USSWCC6 OR EQ. (2.1A MIN.) O s m WIRELESS ACCESS POINT - (1) CAT-6 CABLE TERMINATED IN COVER PLATED DEEP GANG BOX SEE DETAIL IN T-500 UNIT DISTRIBUTION PANEL (UDP) /UDP +- WIRED TO FIBER ENCLOSURE AT THE SIDE OF THE BLDG VIA: (1) 1/2" SMURF TUBE BY VOLTAGE INSTALLER CABLED TO MCR OR NEAREST BCR O 4 El - (1) DATA CABLE DATA IA O ❑ �J }5--- (1) DATA CABLE -PHONE O- (1) DATA CABLE - DATA - (1) VIDEO CABLE - TV1 O0 - (1) DATA CABLE - DATA (1) DATA CABLE - DATA P (1) VIDEO CABLE - VIDEO 1 DATA CABLE - DATA DATA CABLE - DATA (1) O1 5 FLOOR MOUNTED VIDEO CABLE - VIDEO �I DATA CABLE - DATA (1) DATA CABLE - DATA "I FUTURE WIRELESS ACCESS POINT INDOOR © (\ O-;H }� (1) CAT-6 CABLE TERMINATED IN COVER PLATED DEEP GANG BOX SEE DETAIL IN T-500 FUTURE WIRELESS ACCESS POINT OUTDOOR �] \ O-N-st (1) CAT-6 CABLE TERMINATED IN COVER PLATED DEEP GANG BOX SEE DETAIL IN T-500 ACCESS CONTROL AND SURVEILLANCE VIDEO O­94 - PROXIMITY READER MAGLOCK (BY OTHERS) Ot-4 +--ELECTRIC STRIKE (BY OTHERS) TELEPHONE ENTRY PANEL ® o DOORKING 1837 (1) DATA CABLE PHONE TO MCR 1 DATA CABLE DATA TO MCR OV­4 4-CARLON NONMETALLIC ENCLOSURE © +-- TRANSCORE ENCOMPASS 4 TAG READER INDOOR IP MEGAPIXEL CAMERA - PoE PANASONIC WV-SF135 �]- (1) DATA CABLE TO BCR OR MCR AS NOTED OUTDOOR IP MEGAPIXEL CAMERA - PoE ® PANASONIC WV-SW355 (1) DATA CABLE TO BCR OR MCR AS NOTED OUTDOOR IP MEGAPIXEL CAMERA - PoE 1.5 MP MIN. L CAL POWER REQU RED RANDS NVR RACK LOCATION PANASONIC WI-ND300 A/V LEGEND IN CEILING SPEAKER DUAL -VOICE STEREO SPEAKER (IN CEILING) O�o MOBILE DEVICE INPUT TOUCH PANEL O RUSSOUND BSK-1 BLUETOOTH SOURCE KIT AV EQUIPMENT RACK LOCATION OAV FLAT SCREEN LOCATION ® }�- SPEAKERCRAFT RUCKUS 8 ONE SPEAKER POOL SPEAKER LOCATIONS/TYPES STILL TO BE COORDIIIATED INTRUSION DETECTION O 114 I s� }� HARDWIRED RECESSED SECURITY DOOR CONTACT LLL---JJJ ,,, (INSTALLED AT ALL ENTRANCE DOORS AT FIRST LEVEL ONLY) © - HARDWIRED RECESSED SECURITY CONTACT lll���JJJ (INSTALLED AT ALL WINDOWS AT FIRST LEVEL ONLY) ©0 o00000 SECURITY KEYPAD 000000 MCR and BCR notes: 1. All installation work shall meet applicable local, State and Federal codes. 2. All fire stopping designs will be the responsibility of the site architect. 3. All fire stopping as required by code and installation of the fire stopping designs of the site architect will be the responsibility of the installing contractor. 4. All necessary low voltage permits and Inspections shall be the responsibility of the installing contractor. 5. All grounding shall conform to article 250 of NEC 2014 (if adopted by the authority having jurisdiction prior to permitting and/or the commencement of construction). 6. All primary and secondary surge and isolation protection shall be the responsibility of the service provider. 7. Carlon ua9fn 36" sweeps recommended. 8. Conduits must be at least 24" below finish grade, 36" recommended. NOTES: 1. All conduit shall be schedule 40 PVC or HDPE 2", 4", or 6" according to plan. 2. All conduits are to include a pull string. 3. All underground conduits to be buried a minimum of 36" below finish grade to the top of the conduit. 4. All underground conduit road crossing ends shall be marked with electronic markers. 5. All conduits shall use sweeps in lieu of bends. Sweeps must be 36" radius minimum. 6. Conduit runs should have no more than 270 degrees of bends between any two pull points, runs that exceed this should have appropriate pull boxes installed. •00 w� ® w INFINISYS MULTIFAMILY TECHNOLOGYTM 1825 Business Park Blvd. Suite C Daytona Beach, FL 32114 USA 386-236-1500 E-Mail: cad@rrh.com REVISIONS Al 06.16.15 VA 4 R;etworkedApartment FTTA Ready LOII -VOLTAG LEGENDS AND I S JUNF, 16, 2015 REVISION 2 NOTICE: This drawing is the property of INFINISYS. All information that is not generally known shall be confidential except to the extent the information has been previously e.tablished. This drawing may not be reproduced, copied, or used as the basis for manufacture or sale without written permission. This design uses architectural CAD drawings provided by Dungan Nequette Architects for this project and are used with their permission. Copyright 2015 InfiniSys. AR rights reserved. DATE: 05/18/15 SCALE: AS NOTED DRAWN: cau APPR: TRS JOB: CAPSTONE- COLLEGE STATION M REV. DRAWING NO: LEVEL 1 d - - j u rrsoif c`on iitions require 1-(backTlrFcompaction mafeFPalTs not granular,-orThe trencTi bed Is not uniform), the trench shall be lined with a 3" layer of sand on the bottom and a 6" layer of sand on top of the conduits before backfill and compaction. PROJECT BENCHMARK: 3Sn011am» 0001 t E 1000 200020 +CEUBHOUSE NOLLEMAN DIVE 2000s * 1 ooa t 2000 � 2000 � 3000 F 300a �►4000-5000 �► EXIT �t►CLUBHOUSE 11012-1O14 � 1022-1036 t►�� +1044-1045 -- ■ I THE JUNCTION - WAYFINDING College Station, TX It r F 4000 4► 5001-5 118 5019-5 551 A DIRECTIONALS STOP SIGNS was DRIVING ROUTE TH EGBRAND.COM THEGBRAND.COM (D 3" CIRCLE r-----� 3/4„ front Cast aluminum logo'ed caps (double sided) 1/4" 1/4" 1/4" 1/4' E side LOGO TOPPER TO BE MOUNTED ON TOP OF ALL POST STREET SIGNS Screen printed letters UV ink 34" J E 2000 1 o" 1" 3000 + 4000-5000 STOR +CLUBHOUSE 7' 12 '00J J J RESERVED GUESTS REFLECTIVE KEEP LEFr LEASING FOROFFICE RESIDENTS OFFICE TAPE VISITORS &LEASING PARKING 00 OFFICE 9AM to 6PM VISITORS w�a1 KEEP RIGHT 7r_O" J POST 3" POST 3" POST 3" POST 3" POST DIRECTIONAL (12) STOP SIGN (4) THE JUNCTION - WAYFINDING College Station, TX I I I 7 I L_ _� I ___ --- --- /5ij , VC PIPL CAP GLUED w PL&o� _ _ - \ \ / / 4` SCH 40 PVC PIPS \ \ \ \ / / / / /'�,e�` "�c 30 VC PIPE CAP GLUED IN PLACE 2 0 4' SCH 40 PVC PIPE .- �j d'� X r BRASS STOVE BOLT N CONCRETE AT EACH END OF SLEEVE 3' \ / 9 w —• 1 inchScOle; feet \\ / / /// // 1 `\i 3/8' X 3 BRASS STOVE BOLT N CONCRETE AT EACH END OF SLEEVE A 18 \ r ALL SLEEVES o . STREET / / \ \ \ \ \ / / / ,' SCHEDULE 40 PIPE r c SIDEWALK 18' E ,. ;� —� - /� // \\ \\ \\ \\ \\ \ // //�.� 4" slzE (TYP) Ik,' I C I--•� i I--i I �I � ��III .==.i '� � \ > I% M� PVC PP0 E �DEG ELBOW rIT1N0 -t : 1 �: � / / V Ai� � � � Cb CEMENT ALL JOINTS \ \ 4 sari 40 PVC SLEEVECEMENT ALL JOINTS 40 SCH 40 PVC SLEEVE PVC PPE 90 DEG ELBOW FlrnNG / / / / \\ � / / � •; > / — — — — — — — — — — — — SLEEVE I NTALLATI O N / ,\,' \ \ \ / // ALL SLEEVES / 'Z \ / / SCHEDULE 40 PIPE ,. Not to Scale // \ \ / /// / 4" SIZE (TYP) 7 i ,b / \ \ 33 3A iu / ALL SLEEVES / ALL SLEEVES SCHEDULE 40 PIPE 4" SIZE (TYP) 12 b. I� I �I a , SCHEDL / rr 14 < / A DOWLING ROAD - VARIABLE WIDTH R.O.W. 0D n VES 40 PIPE (TYP) C3 DEVELOPMENT / F ""FlAS-E 11 a n n \\ — — — — — — — — — — — — — — — — — COLLEQE -STATION CITY LMf�' �- 4-FM 4- M - -FM— 4 FM — MITCHELL MORG AN T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY • UTILITIES * STREETS SITE PLANS + SUBDIVISIONS www.mitchellandmorgan.com Firm —1443 -/25/15 (E..,O F... TF P �9s VERONICA J.B. MORGAN .....77689.....0 ! SS/ANAL ENG 3 i m L�m> >, Y � 0] � C3 U CV Z>_tf� L L (n 0 Q O 0 LL J QQ -0i C J w 0 w Q L LLJU_ Q Z w Q N Q � 0 = CD L a- U d• � m Cn O a� O 41 Q � I O OO U Z O � c� V 11 [ 3" MULCH DO NOT PI IN CONTA( 4" SAUCER I SLOPED GR TO FINISHE BACKFILL VV 50% NATIVE 50% SPECIFI LIGHTLY CC,I II I TOPSOIL MIX BENEATH ROOTBALL ALLOW FOR SETTLING. TYPICAL BALL & BURLAP TREE D ETAI L NOT CUT LEADER ROOTBALL 2"-4" )VE FINISHED GRADE; NOT COVER TOP OF )TBALL WITH SOIL FINISHED GRADE ALL BURLAP & vvimr_ rmum TOP 1/3 OF ROOT BALL. Not To Scale REMOVE CONTAINER & LIGHTLY SCARIFY ROOTS & SAUCER RIM 3" ABOVE SOIL BEFORE PLANTING. FINISHED GRADE. SLOPE GRADUALLY TO FINISHED GRADE. SET PLANT 2" ABOVE FINISHED GRADE 4" MULCH IN PLANTING BED. FINISHED GRADE .r� BACKFILL WITH LOOSEN SUBSOIL AT 50% NATIVE SOIL BOTTOM OF PLANT z ;: I 50% SPECIFIED TOPSOIL MIX PIT 4" MIN. P. LIGHTLY COMPACTED TOPSOIL MIX. MIN.MIN.1 MIN. 5 TYPICAL CONTAINER SHRUB DETAIL Not To Scale GENERAL NOTES: I. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALE AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. ALL DISTURBED AREAS ON THE SITE THAT ARE NOT DENOTED AS PAVED AREAS WILL RECEIVE SOLID SODDED GRASS. 3. AN AUTOMATIC IRRIGATION SYSTEM WILL BE INSTALLED BY CERTIFIED IRRIGATION INSTALLER TO COVER THE ENTIRE LANDSCAPED AREA OF THE SITE, PRIOR TO CERTIFICATE OF OCCUPANCY. . VERIFY ALL UTILITY LOCATIONS IN THE FIELD BEFORE BEGINNING WORK. REPAIR DAMAGED UTILITIES TO OWNER'S SATISFACTION AT NO ADDITIONAL COST. 2. VERIFY QUANTITIES ON PLAN BEFORE PRICING WORK. NOTIFY LANDSCAPE DESIGNER OF DISCREPANCIES IN QUANTITIES PRIOR TO SUBMITTING PRICING. 3. STAKE PLANT LOCATIONS FOR APPROVAL BY THE LANDSCAPE DESIGNER BEFORE INSTALLATION. ADJUST STAKED LOCATIONS AS DIRECTED. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL OF THE LANDSCAPE DESIGNER AND OWNER AT ANY TIME. 5. ALL PLANTS SHALL BE HEALTHY, VIGOROUS MATERIALS, FREE FROM DISEASE AND PESTS, AND MEET OR EXCEED THE STANDARDS SET FORTH IN'AMERICAN STANDARD FOR NURSERY STOCK,LATEST EDITION. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT. 6. MULCH ALL PLANTING BEDS WITH SHREDDED HARDWOOD MULCHTO A DEPTH OF 3. 7. PROVIDE A 4' DIA. MULCH RING, 3" DEEP, AROUND ALL TREES LOCATED IN LAWN AREAS. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK, 8. ALL TREES PLANTED IN SOD AREAS SHALL HAVE TRUNKS LOCATED A MINIMUM CLEAR DISTANCE OF 7FROM EDGE OF WALKS,CURBS, WALLS OR ADJACENT BEDLINES. 9. PREPARE ALL TOPSOIL USED IN TREE AND SHRUB BEDS AND IN GROUNDCOVER BEDS IN THE FOLLOWING PROPORTIONS: 4 PARTS NATIVE TOPSOIL 2 PARTS DECOMPOSED ORGANIC MATTER 2 PARTS SAND PRE -MIX TOPSOIL BEFORE PLACING IN BED. 10. REMOVE FROM SITE ANY PLANT MATERIAL WHICH TURNS BROWN OR DEFOLIATES WITHIN FIVE B) DAYS AFTER PLANTING. REPLACE IMMEDIATELY WITH APPROVED SPECIFIED MATERIAL. 11. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL DURING INSTALLATION CONTRACT PERIOD UNLESS OTHERWISE SPECIFIED. MAINTENANCE INCLUDES WATERING, SPRAYING, WEEDING, MULCHING, STRAIGHTENING, FERTLIZING, CLEANUP, ETC. 12. LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. 13. IT IS THE RESONSIBILITY OF THE LANDSCAPE CONTRACTOR TO DETERMINE WATER APPLICATION RATES AND TIMER CYCLING. THE IRRIGATION CONTRACTOR WILL INSTRUCT THE LANDSCAPE CONTRACTOR ON THE OPERATION AND PROGRAMMING OF THE CONTROLLER. 14. INSTALL ALL PLANT MATERIALS IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 15. LANDSCAPE CONTRACTOR TO PROVIDE OWNER WITH AS -BUILT DRAWINGS FOR ALL SLEEVE LOCATIONS, IRRIGATION MAINLINE, VALVE AND CLOCK LOCATIONS; AND ALL LOW VOLTAGE LIGHTING CIRCUITS (IF PROVIDED). 16. NO GRAFTED MAPLES WILL BE ACCEPTED. 17. AN AUTOMATIC IRRIGATION SYSTEM WILL BE INSTALLED TO COVER THE ENTIRE LANDSCAPED AREA OF THE SITE. (-4 �GENERAL PLANTING NOTES DO NOT CUT LEADER SET ROOTBALL 2%4" ABOVE FINISHED GRADE; DO NOT COVER TOP OF ROOTBALL WITH SOIL GROUNDCOVER (VARIETY T.B.D.) REMOVE ALL BURLAP & CLEAR WIRE FROM TOP 1/3 OF ROOT BALL. PAVING FINISHED GRADE (PER CIVIL DWGS) i i ! (TOP OF CONC. WALK) i!I': ° BACKFILL WITH I • 50% NATIVE SOIL 50% SPECIFIED SP TOPSOIL MIX I EC OPS LIGHTLY COMPACT TOPSOIL MIX BENEATH 3" MULCH t ROOTBALL ALLOW FOR DO NOT PLACE MULCH '' ;;,`.t , ` I '� SETTLING. IN CONTACT WITH TREE TRUNK WASHED CRUSHED STONE 18" W. DRAINAGE SUMP NOTE: CONTRACTOR TO CONFIRM THAT BACKFILLED WITH WASHED GRAVEL TRUNK OF TREE IS T CLEAR FROM FACE OF EXISTING SUBSOIL CURB AT TIME OF INSTALLATION. TYPICAL TREE PLANTER DETAI L Not To Scale 3" MULCH DO NOT PL IN CONTAC 4" SAUCER RI SLOPED GRP TO FINISHES BACKFILL: 50% NATIV 50% SPECIE LIGHTLY COI-IrhL I TOPSOIL MIX BENEATH ROOTBALL TO PREVENT SETTLING. TYPICAL B&B EVERGREEN TREE DETAIL Not To Scale NOT CUT LEADER ROOTBALL 2"-4" >VE FINISHED GRADE; NOT COVER TOP OF )TBALL WITH SOIL FINISHED GRADE ALL BURLAP & vvirct rr\u TOP 1/3 OF ROOT BALL. BUFFERYARD REQUIREMENTS Symbol Name Size Quantity Texas Ash / Fraxinus texensis 2.5-3" caliper 2 (Canopy Tree) DLive Oak / Quercus virginiana 2.5-3" caliper (Canopy Tree) 6 Drake Elm / Ulmus parvifol ia 'Drake' 2.5-3" caliper (Canopy Tree) 6 Indian Hawthorne 5 Gallon 153 ° (Shrub) =jw=== ag. 9��LY111 Dwarf Yaupon 5 Gallon (Shrub) 132 t^g Dwarf Wax Myrtle / Myrica cerifera 5 Gallon 75 (Shrub) Miscanthus Grass / Miscanthus sinensis 5 Gallon 84 (Shrub) e O L a,A.LIIEp, Primrose Jasmine /Jasminum mesnyi 5 Gallon 156 (Shrub) BUFFER CALCULATIONS 362 If of Buffer/ 25LF = (14) 2" cal. Shade Trees 362 If of Buffer/ 3LF = (121) Shrub (minimum 5 Gallon and 3' Ht.) TOTAL TREES REQUIRED: 14 TOTAL TREES PROPOSED: 14 TOTAL SHRUBS REQUIRED: 121 TOTAL SHRUBS PROPOSED: 600 LANDSCAPE REQUIREMENTST Symbol S Name � Size Quantity_)Nue Total ® wl ® 1 Live Oak /Quercus virginiana 2.5-3" caliper 32 150 4800 (Canopy Tree) + ER Texas Ash / Fraxinus texensis 2.5-3" caliper 17 150 2550 (Canopy Tree) LANDPLANNIN ----\ + Chinese Pisache / Pistacia chinensis 2.5-3" caliper 7 150 1050 SERVICES (Canopy Tree) 402, Office Park Drive Birmingham, A135223 205-949-2074 i Drake Elm / Ulmus parvifolia'Drake' 2.5-3" caliper 22 150 3300 (Canopy Tree) Crepe Myrtle / Lagerstromia indica 1.25-1.5" caliper 1 40 40 (Non -canopy PY Tree Per cane Nellie R Stevens Holly / Ilex 30 Gallon 26 40 1040 x (Non -canopy Tree) East Palatka Holly / Ilex x attenuata 30 Gallon 5 40 200 (Non -canopy Tree) Vitex Tree / Vitex agnus-castus 30 Gallon 7 40 280 (Non -canopy Tree) Saw Palmetto / Serenoa repens 5 Gallon 137 10 1370 (Shrub) (Shrub)Petite ShittebPink Oleander / Nerium oleander 5 Gallon 161 10 1610 0 x Boxwood / Buxus microphllya japonica (Shrub) 5 Gallon 35 10 350 co C F Spartan Juniper /Juniperus chinensis 30 Gallon 6 10 60 (Shrub) Dwarf Wax Myrtle / Myrica cerifera 3 Gallon 156 I 156 E 0 (Shrub) O 0 Japanese Yew / Taxus cuspidata 3 Gallon 200 1 200 ; O QD I0 Miscanthus Grass /Miscanthus sin ensis 3 Gallon 34 I 34 n > (Shrub) _ Primrose Jasmine / Jasminum mesnyi 4 1 3 Gallon 176 1 176 U U (Shrub) %- Dwarf Yaupon Holly Ilex vomitoria nana 3 Gallon 74 1 74 I_ s (Shrub) F Indian Hawthorn / Rhaphiolepis indica \\ ° (Shrub) 3 Gallon 145 I 145 Dwarf Pittosporum / Pittosporum tobira 3 Gallon 110 1 110 (Shrub) O Texas Sage/ Leucophyllum frutescens (Shrub) 3 Gallon 27 1 27 Y Sago Palm / Cycas revoluta 3 Gallon 8 8 (Shrub) u� 4n� Prostrate Rosemary / Rosmarinus officinalis°°°`� 3 Gallon 136 I 136 (Shrub) Hameln Grass / Pennisetum alopecuroides 3 Gallon 641 1 641 (Shrub) + Blue Pacific Juniper / Juniperus conferta 3 Gallon 31 1 31 (Shrub) (Shrub) Silver Mound/Artemesia schmidatiana I Gallon 362 1 362 (Shrub) PROJECT NUMBER 024 DRAWING DATE 3-4-13 DESIGNED DRAWN CHECKED REV.# DATE DESCRIPTIC Z 4-15-15 UPDATED CIVIL I A2 5-22-15 CITY COMMENT 33 6-25-15 CITY COMMENT F PRELIM11NAR SITE REQUIREMENTS COMPLIA CE r PLAIN SITE AREA POINTS CALCULATIONS FRONTAGE POINTS CALCULATIONS JUL 0 2 2015 253,128 sf / 1,000 x 30 = 7,594 points required 1409 If / 50 x 300 = 8,454 points requirec COLLEGE S I AT ION TOTAL POINTS REQUIRED: 16,048 TOTAL POINTS PROVIDED: 18 750 DEVELOPMENT s PLAT FILED: VICES STREETSCAPE REQUIREMENTS JUNCTION BOYS FRONTAGE CALCULATIONS NORTH DOWLING FRONTAGE CALCULATIONS 1,047 SHEET If - 50 If (Driveway) = 997/ 32 ft = 31 Trees required 362 If - 27 If (Driveway)=335 / 32 ft = I I Trees req'd PROVIDED: 26 Canopy + 5 (%of9) non -canopy = 31 TOTAL PROVIDED: I I Canopy Trees Not To Scale LANDSCAPE REQUIREMENT CHART Not To Scale (9)ART (5)JY — (3)OL — (1)NSH (3)MG (1)NSH (3)JAS (1)W13- \ / I' 35' BUFFER LIMITS \ \\ ♦= S rJt3 8 MG Q O 13 HG I (12)DYH \ ( ) / \ (45)IH \ O (1)VT �^\ � (3)DOVLI,M � (12)LH.� � •.:` .. .;♦ c� (2)DE rJ (50)DYH O (1 )PR,r' _ .. I - :- ,.: �T r'��i `\ ?. (11)DWM % Ti1 NSH 0 JA -lt�e'.. fir' ,.y. ,, \ �� (7)DWM ) 1 Lbw' Y r., _ (5)JAS I �- (5)OL (9)DP (3)D�H I Ii (5)DWM� •` n �ti -am \ \ `\ _♦/.` nS�tyr . �,...(2)PR (5 0 X\ I VT (OL I I �;, OBI (1 1PA =`,.� (2)DE \ (6)BPJ \ �'�• � .. =.. ',� (5)OL �--• 1� 1H (12)DYH (10)JAS \ i` {5)JAS t2)PR `,' :r':B (1 H \, �S\� ♦ (9)MG / \ 1 c a 8 DWI OL ( 0 1 J I) i l f_ ♦ V � 2 P R :\ ( )H (1)MG I x x I 1+ . ( ) \ x 1 Pd� (1)`;J (3)TA \ \ { 5 _ I �� `~ (9)DP (34)JAS 0 (5)BPJ �10 (H , \ I O > (1)WB (6)OL� ` (1 4)DWM / \ I ___ _ t i:. r 3 J A S \ I f `'= �� 5 TS I (10)DYH / �`"4'`•�.'" /.. { ) (9)MG z _' \ (3)JAR ��_ t I �. (3)SGJ, (3)OL (12)DYH `,a . G `' -' 8 H (5)IH_.- k 8 DWM -� I „ { ) \% - l3)P (7)IJAS \ \ \ `\ ��2�DP )PR (5)SGJ `\ r ♦ (3)PR (28)DYH --------- /: 1 NSH (3 . : }`® 24. ART.... `\` , : '� // �.�. (29)NG { �. t L (12)MG ( ).... ( ) (3)SP SjDWPh �, (6)JY{24)ART (3)D {G (2)DE (3)OL —-- ---� ` \ ✓:.... .. ( )DE P '�T�� \ (3)JAS (10)DWM ( `ODE (18) _ (5)TS ' \v ' (3)JY )I ( A \ ♦ (26)JAS .. (3)NSH v• i J m4' x ; 8 AR (3)D M ( ) { . 1 2)PR' (5),JA$ _ ♦ y (3)PR 24 ART' 3 01 1 (16)HG , 0` (8)JY; 28)H )WB 5)DWWI 5)P �/6h'. x 227 If. ,3)UAS 3 ARIT 1) OPAQUE WOOD — { 34 AR�. 1)PRI k`-' �� � {5)DWM � FEI\10E q4) rt) I z1)0 I 1)PR 3 J S . (3), AS � LL �4\I -)AL 2- ER ��' 1 S I 6 HG 1 PAL \ \ 4 TS �) NB (3)IH I I ( ( I I I \1� 3)I , S 1 81 �G 6 G (2 PR (')OL )PR \ ,f �;2 ( P I / J (1)'R (2 PIR i (3,DWM (2)PR J)Hq I )H,' ., I ► I (1)CP I (6)HG (2)PFd (5)PAL I CP ` — — — — — — — — — — — — — — — — — — — PLANT i LEGEN D LARGE TREES LO - Live Oak 04 3" cat. o SO - Shumard Oak 3" cal. 0BC +CP - Chinese Pistache 3" cA• -Bald Cypress + 3" cal. DE -Drake Elm 3" cal. TA- Texas Ash 3" cal. CM -Crape Myrtle 30 gal, EVERGREEN TREES & TREE -FORM SHRUBS DNSH - Nellie Stevens Holly EPH - East Palatka Holly 30 gal. 30 gal. TFP - Tree Form Privet "0 30 gal. SJ - Spartan Juniper 30 gal. VT - Vitex Tree 30 gal. LARGE SHRUBS DWM - Dwarf Wax Myrtle " 3 @ 4' MG - Miscanthus Grass 3 @ 4' gal. o.c. gal. o.c. 0{ + } JY -Japanese Yew PAL - Saw Palmetto y 3 gal. @ 4' o.c. 5 gal. @ 4' o.c. ® OL - Petite Pink Oleander O JAS - Primrose Jasmine 3-7 gal. @ 4' o.c. 3 gal. @ 4' o.c. MEDIUM SHRUBS ea;l DYH - Dwarf Yaupon Holly O WB - Winter Gem Boxwood 3 gal. @ T o.c. 5 gal. @ Y o.c. 0 IH - Indian Hawthorn SP - Sago Palm 3 gal. @ Y o.c. 3 gal. Q Y o.c. PR - Prostrate Rosemary DP- Dwarf Pittosporum 3 gal. @ Y o.c. 3 gal. @ T o.c. HG -Hamelin Grass 0 TS - Texas Sage 3 gal. @ T o.c. 3 gal. @ T o.c. {� BPI -Blue Pacific Juniper Pj - Parsons Juniper 3 gal. @ 3' o.c. 3 gal. @ Y o.c' KR - Knockout Rose 3 gal. @ T o.c. FLOWERS & GROUNCOVERS ® ART - Artemesia AC - Annual Color ® I gal. Q 18" o.c. 2.5 pots North 20 10 0 20 40 Graphic Sc — 35BUFFER LIM TS COMPLIANC JUL 0 2 2015 ` COLLEGE S I ATION DEVELOPMENT SERVICES PLAT FILED:S (3)NSH (10)DWM (21)JAS (3)LO {8)DWM ti -•! rr` Q \ \\ (12)MG I I I x (3)TS , \ ��f ',� �� •; . `\ ♦ / (28)DYH (5)PAL : } 412-,: ` I (1)NSH -)R h . \ c •ice' // /� `.,, �\ / \,e 11.41 WM 3 Ok ')DE -� 4 ht. \27 If. ® U T PAQ E\1N00D ° (3)NSH (5)DWM ENC 11MG m 4'ht. -x 27 If m ( — — r r �� �i I OPAQUE WOOD m !<ENCE ,\.�;t'" (2)TS \ �`� ♦ (108)IH r �— �i �� m \ ♦ (19)DWM UL G Y_....... :... ...:.. _k, o cli - (2)TAa 3 T , A , . I I (14)JA � I I 6 ht. x 200 If. OPAQUE WOOD FENCE t I 35' BUFFER LIMITS --———————————————————— ————————————————— ————————————————————————— i ® ooe DERS LANDPLANNI SERVICES 402 Office Park Dri- Birmingham, Al 352 205-949'2074 PROJECT NUMBER 024 DRAWIN DATE G 3-4- 15 DESIGNED DRAWN CHECKED REV.# DATE DESCRIP 4-15-15 UPDATED CIS Z2 5-22-15 CITY COMME A3 6-25-15 CITY COMME PRELIMINA PLAN SHEET LS -3 LANDSCAPE PLA E TREES } LO -Live Oak 3" cal. + CP - Chinese Pistache 3" cal. DE - Drake Elm 3" cal. CM -Crape Myrtle (D 30 gal. 0o SO - Shumard Oak 3" cal. + BC - Bald Cypress 3" cal. TA- Texas Ash 3" cal. EVERGREEN TREES & TREE -FORM SHRUBS X NSH - Nellie Stevens Holly EPH - East Palatka Holly 30 gal. (3 30 gal. TFP - Tree Form Privet SJ - Spartan Juniper 30 gal. 30 gal. VT - Vitex Tree 30 gal. LARGE SHRUBS DWM - Dwarf Wax Myrtle MG - Miscanthus Grass 3 gal. @ 4' o.c. 3 gal. @ 4' o.c. t + j JY - Japanese Yew PAL - Saw Palmetto 3 gal. @ 4' o.c. 5 gal. @ 4' o.c. OL - Petite Pink Oleander 1AS - Primrose Jasmine 3-7 gal. @ 4' o.c. 3 gal. @ 4' o.c. MEDIUM SHRUBS 410, DYH - Dwarf Yaupon Holly O WB - Winter Gem Boxwood 3 gal. @ T o.c. 5 gal. @ T o.c. IH - Indian Hawthorn SP - Sago Palm 3 gal. @ T o.c. 3 gal, @ 3' o.c. PR - Prostrate Rosemary DP - Dwarf Pittosporurn 3 gal. @ T o.c. 3 gal. @ T o.c. HG -Hamelin Grass OTS - Texas Sage 3 gal. @ 2' o.c. 3 gal. @ T o.c. BPJ -Blue Pack Juniper 0 PJ - Parsons Juniper 3 gal. @ Y o.c. 3 gal. @ Y o.c. KR - Knockout Rose 3 gal. (_ED T o.c. Cl m AK I - Arternesia AC - Annual Color 1 gal. @ 18" o.c. M 2.5 pots L to 0000 00 4)d�Y I .. (A) i A � D'Y (5)D\MA' (21)HQ.... (S) (10)JY (1)LO (7)PAL (1)OL (5)PAL G � lot � c ERs1�,;o'00 LANDPLANNI SERVICES 402 Office Park Dri Birmingham, Al 352 2-05-949'2-074 I O 4— i n it +j I W O (a— O O ry" Cn > 0 O � v v U � (7j (Y) � Q N PROJECT NUMBER O_)� DRAWING DATE 3.4_ 15 DESIGNED DRAWN CHECKED REV. # DATE DESCRI P 4-15-15 UPDATED CI\ 0 5-22-15 CITY COMME A3 6-25-15 CITY COMME PRELIMINA PLAN SHEET LS -2 LANDSCAPE PV I . 'I OG% COVERAGE_ OF GROUNDCOVEr:, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALE AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. ALL DISTURBED AREAS ON THE SITE THAT ARE NOT DENOTED AS PAVED AREAS WILL RECEIVE SOLID SODDED GRASS. 3. AN AUTOMATIC IRRIGATION SYSTEM WILL BE INSTALLED BY A CERTIFIED IRRIGATION INSTALLER TO COVER THE ENTIRE LANDSCAPED AREA OF THE SITE, PRIOR TO CERTIFICATE OF OCCUPANCY. REVIEWED FOR COMPLIANCE JUL 02 2015 COLLEGE STATION DEVELOPMENT SERVICES PLAT FILED: --�-1 North 60 30 0 60 120 Graphic Scale I" = 60'-0" LANDPLANNIIN SERVICES 402, Office Park Drive Birmingham, Al 35223 205"949"2074 L �o CIO � n , 4-j W Q) E O n O O > � �) > O , Q "' > rn S U p c 4 u � � r co (� -_j d- c Q N L rmvjc�- i NUMBER O�� DRAWING DATE 3.4- 15 DESIGNED DRAWN CHECKED REV.# DATE DESCRIPTIC 4-15-15 UPDATED CIVIL I 2 5-22-15 CITY COMMENT A3 6-25-15 CITY COMMENT PREUMINAR PLAN SHEET LS - OVERALL PLAN SANDBAG GiNULK BLOCK (J 'I < AIeYPo>< NOT TO N INLET ER DRAIN SAND BAG FILYER FABRIC / a,UCK SIZE 3/4' TO 1-112' NOTk; TEMPURAHY DEVICES ARUUNU STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN SAr AGS SHALL BE UV RESISTANT AND a UST NOT DEGRADE DUE TO AT OSPHERIC CONDITIONS. & aS SHALL BE REPLACED UPON FIRST aIGN OF DETERIORATION. REQUIRED TO MAINTAIN STORM DRAIN INLET PROTECTION � G/I DATE DETAIL N0. CITY OF&YAN AUG. 2012 B/CS UNIFIED CErY OF CO11110E STA•nON n.r—dL .n�;uE.- STANDARD DETAIL SWPP1-00 6" MIN. `— GEU"(EXTILE FABRIC SUbURADE SEMON.9 A 8" MIN. DEPTH STONE (ASTM D448, 3" TO 5" DIAMETER ,1 OVER GEOTEXTItE FABRIC WITH SAME SQUARE FOOTAGE. Cyr EXISTING STREET NOTE: DRESS WITH ADDi'f IONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE ro - �VAkIES - 100, y0 CONSTRUCTION EXIT SLIT CONTROL 19 DATE DETAIL NG. CrTY OF RRYAN AUG. 2t312 BlCS UNIFIED CrrY OF 17011110E STAnON STANDARD DETAIL SWPP1-02 METAL T-POST AS REQUIRED TO MAINTAIN SPACED6'APART SILT FENCE AND/OR HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW NATURAL GROUND d �IlJ 4"X4" MIN. TRENCH 2"X4" WIRE MESH FASTENED TO T-POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FCR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. OIRECTI4 O)!F FLOW �- -T��;: � 4" 4" �7 20" IR SILT FENCE ASSEMBLY �+r DATE DETNL N0. CTTYOFBRYAN AUG. 2012 B/CS UNIFIED CnYOFCOu110ESTA-nmI r C-dL&,> ,W STANDARD DETAIL SWPP1-03 SWPP PLAN NOTES: 1. All areas where existing vegetation and grass cover have been bared by construction shall be adequately block sodded or hydromulched and watered until growth is established. In developed areas where grass is present, block sod will be STORM DRAIN required. Bared areas shall be seeded or sodded within 14 calendars days of last disturbance. INLET 2. Approved Erosion control measures must be installed during the entire time earth PROTECTION has been bared by construction and shall stay in place until acceptable vegetative SWPP1-00 growth is established after construction is complete and then removed by the contractor. SILT FENCE 3. All erosion control measures should be cleaned of silt after every rain event. ASSEMBLY 4. Contractor is responsible for full compliance with TCEQ Stormwater Pollution SWPP1-03 Prevention Plan Regulations including monitoring, reporting and all required onsite paperwork. / �' STORM DRAIN '�`�� INLET PROTECTION /� '" ' SWPP1-00 01 STO W v D RAI PROTECTION SWPP1-00 SILT FENCE ASSEMBLY SWPP1-03 y 11 i' STORM DRAIN / I N LET' P ROTEC 110 N SWPP 00 / / i i / 18 I Scale: I r 1 Inch — 40 feet / , / STORM DRAIN INLET — %f PROTECTION .. 5WPP1—OCR / Boa � � ,� �.•�' ``� ��, STORM .� H' f RAI N 1 N LET - PROTECTION SWPP! —00 ORM 1 4 / ' I /4� F / D SIN IN .. . _ PROTECTION' - - '/ SWPP 1-00 � 3 / wr S1RUCTION 1 2 / ENTRANCE ._°... SILT FENCE i / --- — — " _ i ASSEMBLY X __-------------_------�1 - I--------�-- ---- - — - — SWPP1-03 _.. _ XI . 00 - - . 4-FM 4-FM 4-FM — 4-FM 4-FM 4-FM 4-FM 4-FM -- 4-FP.1 4 -FPA- 4-FM FM - — SILT FENCE ASSEMBLY DOWLING ROAD - VARIABLE WIDTH R.O.W. 0 SWPP 1-03 SILT FENCE ASSEMBLY SWPP 1-03 r'•'�,., f may, Mi Q a a tv f STORM / DRAIN INLET ' PROTECTION a� SWPP 1-00 / / SILT FENCE ASSEMBLY 'ar SWPP 1-03 /; } a ' c o � C3 DEVELCPMENT IPHASE 11 a Sri b n l ' fc i 0 a 1, F,, o Ail a / � i SILT FENCE ASSEMBLY SWPP 1-03 to*LLEGE STAi 7 ` EN INIII ?\\----------------------------------------------- eAE—= � OE— k? r 4-FM 4-FM 4-FM- MITCHELL IvAlubt MqW M MORGAN T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY . UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorqan.com Firm F-1443 6/25/15 .:.............................:'.. VERONICA J B MORGAN .................................. 7689 �07STE f ! FSS'' •........ N� CNAL E j I 's ,J Ln m Y T o >.m �m �.V) J O a� U N Z >_ Ln LIJ r7 :2 L. In Q LL_ J O Y Q< LLJ > J 0 < O w Q L LL < p Q Z Q F-00 Q Z_ Q n U � m co C_ 0 U) Q) CL Lid O Q 0 \J O � W Z D NOTES 1 - Contractor shall coordinate with BTU to adjust guy wires as shown (expense of relocation of guy wires by owner). 2- Contractor shall coordinate with BTU location of all new power poles to be set (expense of all new power poles by BTU). 3- Contractor is responsible for cost & installation of all secondary conduit in BTU service territory. - - L p y y �- - - - - 179.63 LF OF 10PUE 4- BTU will provide electrical conduit for all primary conduit and contractor is responsible for installation. - - - - 1-2" PVC ELECTRICAL D °` c CONDUIT. 86.8 LF OF,�/ \ 1-3" PVC ; / IF ELECTRICAL / moo* / . CONDUIT ' \ EX. POWER POLE / CONDUIT i .rva`�" ..••• :' / INSTALLED �;: \ f > ..• WITH JBR Z, / \ 49.29 LF OF j i r,.•", i /. / CONST' \, 12" PVC i' Ec�` �� / I 4 ; 3F° -/ ELECTRICAL i i• V REAR 4,4 --=----------------- ° A I NOTES 1. Concrete shall be min. 3000 lb. test. I A WIRE MESH ° 2. Reinforced slab with 6"X6" X 6 gauge steel wire mesh ° 6 "X 6 " x 6 GA . ° and #4 steel rods as shown. p 48" <. ° ° ° i 3. Pad shall be poured in place in one continuous pour. oQ o e I 4. Pad shall be level with a 1" champher around the edge. ° ° I STEEL 5. Conduit opening will be formed to keep it free of .4 e I ° ROD concrete. 7 i n e n 6. After conduit in installed, conduit opening shall be filled 84" - - - - A- - - - - n- - - Q - -' - - - ` - - - I� 14 with sand to within 2" of slab top. 'I 7. Before pour is made, the slab form and conduit 19.5" PRIM. I SEC. 25" a= 20" n 19.5 arrangement must be inspected and approved by a representative of BTU Line Design. (979) 821-5770. 1 " 8. Pad must cure 72 hours min. before transformer is set. 1 9. Contractor shall install elbows as shown (T3Te and size 1 a tio.4` CONDO I T OPENING s'ro lI Y- - - T - + ' - - J . �4 " to be identified by BTU Line Design). ° 181,n,F4��Iq , - - - - -Z - ,a _ _' - _ c _ _ I Primary - .- - . 14 Elbows: FRONT „ Qty. Size Type Radius 1 84„ Secondary 6„ -----�---------------�-- --- � Elbows: Qty. Size Type Radius j: 45 " -I STEEL PRIMARY REINFORCEMENT CONDUIT ALIGNMENT PRIM. I SEC. 25" --,- 20" I I I I 4� w, FM \ pk V A\ CONDUIT j ji: • `�20 / /// / NEW POWER POLE/ EX. POWER POLE !� TELECOM 10 PUE 1 r '� 10 P / \ \ NEW POWER POLE / j/, 1 g ;/ PULLBOX`' 39.9 LF 0 IF 1-4" PVC 146.3 LF OF �D \ V A EX. POWER POLE / 1-1 " >PVC ITE LIGHT ELECTRICAL 2-2" PVC / CONDUIT �� CONDUIT ELECTRICAL � � .••' � CONDUIT , 110.7 LF OF �/.L` 11 1\ \ \ \ \ \ 3 \\�rf10 PUE 1-3 PVC , ELECTRICAL ," \ \ \ EX. POWER POLE // CONDUIT 1-1 " PVC -<p i CONDUIT q `` 10' PUE ��' 154.4 LF `>.OF \/ ITLIGHT 3-2 PVC 2-6" PVC \ \ \ SE ELECTRICAL / CONDUIT \ \ \ / / / �, •' CONDUIT Z SITE LIGHT TELECOM \ SECONDARY / 1-2" PVC TELECOM \ / PEDESTAL '` �• `�/ CONDUIT:.- PULLBOX CONDUIT i : SITE LIGHT 32.5 LF OF / \ � ,•�%, � _> INSTALLED 1-4 PVC 18 %\ WITH JBR / ELECTRICAL s F�� C NST % 75.7 LF OF / CONDUIT / " = 1-4 PVC - - - - - -- - - - - - ; './ 1-2 PVC i CONDUIT �/ / EX. POWER POLE /� / ELECTRICAL / 57.2 LF OF : - - �- - - - - - - - - - - - TELECOM 139.2 LF OF / CONDUIT / _ 1-4" PVC c ' 1-2 PVC �� .' ELECTRICAL h� \ / ! ELECTRICAL t / / / / m CONDUIT., / NEW POWER POLE , // CONDUIT f „ 17 D 1-1 PVC �/ /'a / -- OAd --- ---J / CONDUIT SITE LIGHT 10' PUE . ��'` �� / / �/ / / TELECOM / s, PULLBOX ' 53.95 LF OF 1-4" PVC EX. POWER POLE /,i Al / /� \ ELECTRICAL 1 6 I / CONDUIT 113.5 LF 10 PUE I Ii 3 /``JI\� 1-2" PVC SITE LIGHT n \ ? \ w ELECTRICAL jx / i _ ✓ -�3 � 15 CONDUIT 167.5 LF OF 1-2 PVC / 24.5 LF OF \' ELECTRICAL , 4- 1-4" PVC / ion /// /• ° CONDUIT j i \ ELECTRICAL 0' PUE/ /..;• s CONDUIT 10' PUE / I I CONDUIT \ "/•/ 1-4" PVC ' /`. SITE LIGHT CONDUIT ► �� 19 TELECOM " PULLBOX ` CONDUITC TELECOM *;A '; ' f, TELECOM v �, 10 PULLBOX PULLBOX ' 25.4 LF OF r 1-3" PVC // r ` / \ ' SITE LIGHT I 'r TEL I TELECOM ELECTRICAL %; 'I A =`' f PULLBOX / / ' ' / PULLBOX CONDUIT , 440.9 LF OF k 14 EX. POWER POLE // 1-2" PVC �,. // // 1 ' �. _ 1-4" PVC w\ ��° �► ^'� / :' \\� / ELECTRICAL ,P CONDUIT P CONDUIT '`�,/ r / 95.9 LF OF 20.65 LF OF TELECOM P1F 1-2" PVC % 1-4" PVC ? / /' ���✓/ ELECTRICAL 73.1 LF OF c •' / 1 Q' g " = ELECTRICAL CONDUIT \ ,> CONDUIT 'P i 1-3" PVC ELECTRICAL SITE LIGHT / \/ A / °/A , j• ;. 1-2" PVC � �` �, CONDUIT SITE LIGHT CONDUIT, ` SECDEONDARY PESTAL D PVC / TELECOM i i 122.6 LF OF ", p / / EX. 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NEW LS 15572 NEW LS 15592 NEW RS 15573 T65-B PHASE NEW LS 15591 201 T65-C PHASE CC) (3)T65 NEW LS 15582 T65-C PHASE 350TURD 120' ' [38] T65-A PHASE 13 23 4 PVC 37 4/OTURD D \ / , it - , Pvc Loo" 0� // / 35' 35' >�` m J F34 ._.. c0 350TURDA-O, 350TUFC 4 PVC 4"PVC 36 ` ` w , ._ ..»._.... ti t..,a..-_ - :_.- - j F #E p i I « I f,, •I ; « i ..,.t: n , I « ; �/ i r , i s / .. 4 ` .@ i 3 -s 35 "//��}��"[3 9 0❑'/'�(' /: ,!v 1 T� U D r� INT rv.-, E N � ilPvc \ o 25 F � / 350TURD 4"PVC " __ 29 _ 5 9 1i i r ;�i I qq ` \500TURD ❑ [�17] P <❑ _ o,--� 4 PV — k f -- - ---- - - .—. ,2 5HC URD 5 1 t 303 \\ F a 1 i — \ \ ;F` T *._' f l---z r--_.._ '..L,.._ .s ---5 -" r__-1 .'""'-----•-s r---'z - --'- r--- r---i r-_._-- f - .! v , \ -'UNIT 3 UNIT 7 UNIT I I 5'UNIT I i _ . \\\\ G�� / Gil S Elt;€ TOWNHOUSEf TOWNHOUSE ; I 20: TOWNHOUSE , TOWNHOUSE i I 35OTURD 1 -- -• �� \NEW LS 15571 / F-, I i i y, ❑ i / = \ 22 4 4 PVC p \\\\ « ; , T65-B PHASE 4 \ \ - I I 3 F(2)500TURD \\ "j 25 24 1 � (2)500TURD �`i ,`1 _- ,_ - . , - - ❑ o 25 q 11 �_T (2)4 PVC 350TURD ��< ,w- ❑_ j. � (2)4 PVC --_ _, ," -�=r � BRAE, r -- — A o00 4 "PVC 4`� '' ___ __ __. ____, _ _ __ ___ ___ ______.-_ _ - -i= co `- _' s i 5 R, 26 �.1� 4 \� t 2I ❑ / s - -- ---- ---- - --- -- _- \ 0p�' cod NEW ��s �t7_ 'LS 15581 + , _ - , �_ X O T65-A PHASE p�E 1 a��o�. -; 751 X 5 ; 5 i 5,s \ 12 TURD 1, TURD ���j DUPLE pUPU X P V C �12 � 350TURD 4`�` �� 6' 7 , � `----- - 1o /OTU 411PVC r I ' ❑7 '} -- ( gJ / _ 3 P (6)2" PVC FOR PHASE 2 (1503S26677) 25 25 L �'1— 150 _:� O 350TURD - P_ OTUR S� 411PVC n 430 11P �G 4''PVC 350 D 351 VC 350TURD - 'f 4"PVC 1PH URD PRIMARY - 2" PVC (MIN 48'' DEEP) 3PH URD PRIMARY (3)2 PVC (MIN 48 DEEP) �'�---�--�-- 1PH URD SECONDARY - ' SEE CALLOUTS FOR SPECIFIC SIZES (MIN 36'' DEEP o INSTALL: F1_11 INSTALL 19 INSTALL: P50-2,C1-2,(3)WL477,ST4/0, UTS75D,(2)1/OELBOW,FC12, UTS167D,(2)1/0ELBOW,FC11, (2)UP2-19M2-1 (2MELB0W,2LRELBOW,(2)4SELBOW PARKS TAND,PCAP-200 12 (2)EM1 (2)2MELBOW,(2)4SELBOW R2 INSTALL: UTS167D,(2)1/OELBOW,FC12, (2)200A 20 (5)EMI (2)2MELBOW,(2)4SELBOW 120/240V (5)200A 120/240V R (2)EM1 ® (2)EM1 R14 EXISTING: 1211 INSTALL: (2)200A (2)2000A P45-2,C1-2,(2)UP2-1 120/240V 120/240V UTS167D,(2)1/0ELBOW,FC12 INSTALL: (2)2MELBOW,(2)4SELBOW F-51 INSTALL: UP2-1 22 C7)EM1 UTS167D,(2)1/0ELBOW,FC11, PARKSTAND,PCAP-200 F14INSTALL: (7)200A (2)2MELBOW,(2)4SELBOW UTS100D,(2)1/0ELBOW,FC12 120/240V (2)2MELBOW,3SELBOW,4SELBOW 23 © (2)EM1 F (2)EM1 INSTALL: (2)200A (2)200A 15 (3)EM1 P45-2,C1-2,(3)WL477,ST1/0, 120/240V 120/240V (3)200A (2)UP2-1,M2-1 120/240V ® INSTALL UTS167D (2)1/0ELB0W FC12 � 16 (1)200(1)200 A S FM 2818 (2)2MELBOW,(2)4SELBOWELB (2)2MELBOW,(2)4SELBOW 120/240V F (2)EM1 10 (2)EM1 F171 INSTALL: (2)200A (2)200A 120/240V 120/240V UTS16 7D,(2)1/OELBOW,FC12 (2)2MELBOW,c2)4SELBOW 7� �o [1-81 (7)EMI m (7)200A oo� 120/240V MAP \ /1 A I rt /% w 'A A 24 INSTALL: UTS75D,(2)1/0ELBOW,FC12, (2)2MELBOW,(3)3SELBOW [2-51 (1)EM1 Pg (1)EM1 [2-71 (1)EM1 (1)200A (1)200A (1)200A 120/240V 120/240V 120/240V F28 INSTALL: UTS167D, (2 )1/0ELBOW,FC11, PARKSTAND,PCAP-200 (2)2MELBOW,(2)4SELBOW F29 (2)EM1 30 (2)EM1 (2)200A (2)2000A 120/240V 120/240V UTILITIES F31 INSTALL: UTS167D, (2 )1/OELBOW,FC12, (2)2MELBOW,(2)4SELBOW 32 (2)EM1 F32 (2)EM1 (2)200A (2)200A 120/240V 120/240V 34 INSTALL: UTS167D, (2 )1/❑ELBOW,FC12, (2)2MELBOW,(2)4SELB0W F35] (2)EM1 F361 (2)EM1 (2)200A (2)200A 120/240V 120/240V [3-71 INSTALL: P45-2,C1-2, (3)WL477,ST1/0, (2)UP2-1,M2-1 F38 INSTALL: P45-2,C1-2,(3)WL477,ST1/0, (2)UP2-3,M2-1 39INSTALL: UTL150E,(3)1/0ELB0W, (3)PCAP-200 EM22,EM150E-PM 200A 277/480V METERED ON XFMR WIRE SUMMERY 1/OURD 2800' 4/OTURD 490' 350TURD 595' 500TURD 465' SOB NAME C3 DEVELOPMENT -PHASE 1 PHONE 979-260-6963 LOCATION JUNCTION BOYS RD MAP SHEET N0. 252-352 INV A N0. 1503S26676 INV R N0. DRAWN BY DH 3/19/15 REQUISITIONS NUMBERS CHECKED OVHD 28641 URD PRIM 28642 REVISED URD SEC 28643 CT METER 28644 BRYAN TEXAS UTILITIES 979-821-5770] ...xzu-i owe--i a\-i z)-u.J-z)-Lbb tb.agn 4/-1 /ZU-15 b::)1 :uu Hwy jr- - TYPE 3 CURD' FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NITS FILENAME: 14 45-05-PV-Paving-Plan-PH 1.dwg PLOTTED: 25 Jun 2015 - 5:43 pm 3' 1 6" lolt #4 Bars ® 15" O.C.E.W. 3500 PSI Concrete _ Lime or Fiv Ash\\� Stabilized Subgrade per Geotech Report'\ LIGHT DUTY * CONCRETE_ PAVEMFNT DETAIL To Be Used in Parking Stalls only 3' 1 6" : #4 Bars ® 15" O.C.E.W. g" w 3500 PSI Concrete \ '6 Lime or Flv Ash \� >j�1Stabilized Subgrade per Geotech Report/\�j�/ STANDARD CONCRETE PAVEMENT DETAIL 3' 1 6" 0 #4 Bars 0 15" O.C.E.W. 3500 PSI Concrete 1 6" Lime or FIv Ash\/ Stabilized Subgrade per Geotech Report\ �� _14FAVY DUTY CONCRETE PAVEMENT DETAIL NTS #3 Rebar 0 12" Centers Centered Within 4' Concrete (3500 psi) ckfill Wood Float Finish Backfili l--I I1=111=1 —I 11-J1-1T- I_I-1 � 1-1 � 1=1 \ 4 1 hick Concrete —I I I�IT��• r I T►=1 � 1=1 � 1=1 —ITI—ITI—ITI: 2" CEMENT STABILIZED SAND Prepared Subgrade OR LIME STABILIZED SUBGRADE ** Heavy Duty Sidewalk shall be 7" Contraction Joints 0 5' o.c. _STANDARD_ CONCRETE SIDEWALK DETAIL NTS SURFACE MOUNT BIKE RACK n ' 1h New Concrete Proposed Reinforcement See Detail Match thickness to existing concrete Existing Concrete Drill & Epoxy Proposed Reinforcement into Existing Concrete (Min. 9" Depth Drill) (Epoxy per TxDot 5016) ANCHOR PLATFORMS PAVING NOTES: (13TOTAL) 1. PAVEMENT CONTRACTION JOINTS SHALL BE INSTALLED PER DETAILS AS SHOWN. CONTRACTION JOINTS SHALL BE INSTALLED BETWEEN 2 AND 6 HOURS OF CONCRETE PLACEMENT AS CONCRETE CURING ALLOWS. AN EARLY ENTRY SAW IS PREFERRED. 2. SIDEWALK: EXPANSION JOINTS SHALL BE PLACEC AS SHOWN ON PLANS, AT ALL CHANGIES IN GEOMETRY, OR AT A 60' MAXIMUM SPACING. EXPANSION JOINTS SHALL BE INSTALLED PER DETAIL. 1NIT PANEL SPECIFICATIONS: ... - 3. ISOLATION JOINTS SHALL BE )LACED AT ALL IN-FAVEMENT OBJECTS INCLUDING INLETS;, LIGHT POLE FOOTINGS AND SIZE: 32" x 32" x r CLEANOUTS. " WEIGHT: 3.1 LB �. STRENGTH: 233 PSI (UNFILLED) 4. ALL DIMENSIONS ON THIS PLAN ARE MEASURED TO BACK OF CURB WHERE APPLICABLE6747 ; 100%R I (FILLED) 5. ALL SIDEWALKS SHALL HAVE EXP. AND CONT. JOINTS SPACED ACCORDING TO THE FOLLOWING: • 100% RECYCLED (PIR) / a - - RESIN: COPOLYMER WITH AN IMPACT 5.1• EXP @ 40' O/C MAX ° \ MODIFIER'NO BREAK" POLYMER " ` • > ° MATERIAL 5.2. CJ @ 5' O/C MAX _ COLOR: BLACK (3°/v CARBON BLACK / ADDED FOR UV PROTECTION) / COCONCRETE,• ' CONNECT TO EXISTING DETAIL AIRPAVE LEGEND °' GEOCELL NTS STANDARD CONCRETE PAVEMENT FILENAME: 1445-05-PV-Paving-P4on-PH1.dwg PLAN PLOTTED: 25 Jun 2015 - 5:43 pm HEAVY DUTY CONCRETE PAVEMENT ,,� / /� .R: ;ads. (7" THICK) .� i/ � 20 ' WIDTH OF ^ \\ i FIRELANE ✓ /� / \�\ SEAL W EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR, See detail SEE PLAN BUILDING ,�j// / for diameter, length and spacing �/ /� (GREENSTREAK G-SEAL 626 OR APPROVED EQUAL) (3/4"x18" 0 12" O.C. for curbs & concrete pvmt. CELLS FILLED WITH AIRPAVE GEOCELL Install per Manufacturer Specification SOD(SEELANDSCAPEPLAN) CLEAN SHARP SAND FLUSH CONCRETE CURB POROUS FLEX PAVING / // / 19 \ P P 3/4" (1/2 x18" ®12 O.C. for Sidewalk) (OR APPROVED EQUAL) V, (SEE PLAN FOR DETAILS) / / ✓ 1a �j°a 1 • '- �$?� BACKER ROD PARKING LOT & SIDEWALK EXPANSION JOINT //\\//\\//\ See Pavement CENTER IN SLAB \j�\+; '. PARKING LOT & SIDEWALK CONTRACTION JOINT Detail FIRST POUR SECOND POUR PROPOSED SIDEWALK // ry 20_ . CEREMAR FLEXIBLE FOAM --� 6 �- 3 LONG METAL OR PLASTIC EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER PROPERTY LINE ry (OR APPROVED EQUAL) TO BE1/16 GREATER THAN/< '� a NOTE: DIAMETER OF DOWEL BAR �ii�%�%i�%i�%i�%i�%��%i��%i�%i ./i�%�%i�%i�%i�%i�%i�%i�%�\��%i�%i�%i�%i�%i�%i�%i�%i�%i�%i�% C, // �� .h 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE 1o"COMPACTED SANDY STABILIZED COMPACTED SUBGRADE PROPOSED CURB yS' �, % 2os tiw`, CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF SECTION AT RAISED CURB ,^\\ GRAVEL (PER GEOTECH REPORT) 'S THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. (PER GEOTECH REPORT) -�-- -'�—� EXISTING CURB / `� 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE NOTES: INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. SIDEWALK = / J //\'s• �� /� \/ 3. GREENSTREAK G-SEAL 626 MODIFIED PVC MATERIAL AND CERAMAR 1 8 ,I FLEXIBLE FOAM IS THE PREFERRED MATERIAL FOR THE EXPANSION JOINT. POROUS FLEXIBLE PAVING - AIRPAVE DETAIL INSTALL PER MANUFACTURERS RECOMMENDATIONS. �' / /. GRASS PAVING: FIRE LANE FLUSH CURB DETAILS `J X EXPANSION JOINT _ (60' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) Limit of Pavement Concrete / ,� / / u for Asphalt Pavement ' \ SEAL W/ EXPANSION JOINT MATERIAL (SONOBORN SL-1 OR APPROVED EQUAL) Edge of Existing p r \ Install per Manufacture's Specifications Pavement �. . / rl/ IV� / \\\\ \\\\\ J� / Min. Depth = T/4 1 /8 to 3/16 « , 'cam 1-1/2" for Sidewalks I 1 Type D HMAC / / Z� \\ti 16 2 Type B HMAC ^" Reinforced y See Pavement 6" Base „ s''.' ' Concrete r Detail 8" LSSB 6" LSSB s' / 0 S" / LONGITUDINAL \ REINFORCEMENT��, 's• i i / �" (See Detail) Earth / j \ CONTRACTION O / '�• �� 15 MAX. SPACING UNLESS ASPHALT CONNECTION TO �'f�/ OTHERWISE INDICATED IN PLANS) CONCRETE PAVEMENT o,.• / `!/ / \ INITS /I 1s.\pJ• i'!^ /i.\\\ � / f ( n c �, FILENAME: 1445-05-PV-Paving-P1an-PH1.dwg � ! f' / / ��s, i \\\ / PLOTTED: 25 Jun 2015 - 5:43 pm J / A/ / \\ 10 \\Z' 1 /4" WIDE x 1" DEEP GROOVE 0 / i / SEAL W JOINT MATERIAL x METAL KEYWAY PLATE SONOBORN SL-1 SEALANT \ W/ FORMED GROOVE ( EDGE ROUNDED TO OR APPROVED EQUAL) 1 4" RADIUS 15" MIN. LATERAL REINFORCEMENT / LAP SEE PAVEMENT TYPICAL SECTIONS)f' 9 See Pavement �' / �" / Q i i / �^:•' Detail j I r\ \ SECOND POUR a \ o . r10 \ , •• ,cam FIRST POUR REBAR TO BE CENTERED IN SLAB LONGITUDINAL JOINT0. LONGITUDINAL JOINT SHALL BE REQUIRED AT THE J ,.' ,X 3'• 5`a13 STREET CENTERLINE �' / j / / - , tiQ/ f i 0. o #4 BAR 0. (' CHAMFER d : �" \'S• / % \\\\ / TYPICAL / 6 X. REVIEWED FOR 12 711 24"'�"TE LIAR CE- RIBBON CURB DETAIL ', q xma'R7 / / �L� 2Q15 �, NTS O LEGE STATION D5VE��OPMENT SERVIC��� ` Q PLA FILED: -9Ix jW 2 /11010f r_„ I I \ \ / / / `+" \ 0/ �� r 1 1ncF; 40 "4. t ...._ _� —�= z•-rve���-r--z-�v��---T-- Trove re---r-�^>�-�--- .-.._ — — — — — .— — — — — __..._,..,._.._:..W... — ....Mr___..,_ — ,— — _ COLLAGE,STATION CITY' LIMITS'" ' "1 1. , - — f ---- ASPHALT APRON PER BRAZOSde COUNTY REQUIREMENTS e'. T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmoroan.com Firm F-1443 6/25/15 OF VERONICA J.B. MORGAN ��...77689...0::�. ;G STEM. 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F L= PVC EC 15+69.95 25.61 F/ = 327.9 6" F/L- _ Afaterline 323.01 tom[) cri 0000 (c CID N ri In O ►n 00 to 06 ai 0�0 of of M M 17 to K) 10tW 15+00 16+00 16+50 17+00 17+50 18+00 I STORM DRAIN LINE SD4 12" HDPE (ASTM S2736) SEE DETAIL SHEET FOR EMBEDMENT Sta. 20+10.00 =Sta. 16+42.42 Top =332.50 30"x30" Grate Inlet 12" FL In-328.07 12" FL In=328.07 18" FL Out-327.57 to. 20+82.55 =331.71 Grate Inlet FL Out =328.59 IN04 Finished Grade Existing - Grade " O I6 M e; to I6 M M M GRATE INLETTABLE IN01 * V5718 IN02 * V5732 IN03 * V5718 IN04 * V5724-1 IN05 * V5732 IN06 * V5718 IN07 * V5732 IN08 * V5718 IN09A * V5724-1 IN10 * V5718 Size L W I C E 8" 40" 32" 1 8" 32„ 12 60" 36" 12 48" 15" 75' 39 15' 60" 18" 90" 42" 18" 72' 21" 105" 45" 21" 84' 24" 120" 1 48",1 24" 96' 8. o� 7 End of Pipe,-F/L For Payment- - - - - Joint as Required 6"[_E s #3 Bar Continuous A 7 _ _ 3 A Cone. Riprop Class B Concrete ,one. Rip Rap 3 Bars 0 12" O.C.E.W. Feld bend reinforcement wire tie to proposed reinforcement SECTION A -A SAFETY END TREATMENT DETAILS CONC. RIPRAP SHALL BE INCLUDED IN BID PRICE FOR EACH HEADWALL NTS McV``� ,' •,�,•,,.�r,..• ,• •�„°.>°-••r�..--°••-.-`'°-� - per°,'" ;>� i /.... � .ru$ ..�':"f � .u.�� � i� ¢ o'""�,."°'� ,.�-: � 5�'",.✓ „✓.., ., �ja ✓i�"'.-; � �r,y°'���. �-PA•---"":S 1 ; i.° � i ji i� It i . t� ��"`��:� •..����� *�� `�., � � tom. � i `'� \ too ;v, '\\Q �,,.....,.,, '""� >_....-� ".--.•'-• ;�•-"�` _ ":t'i£\'tj� as � °��°.--.,� .-..---"-"""" �,,.- "�" ,,.�''"� •.,,� '-^•� /'•``'.'•.o",..�..-'' v„//// �s�, '.- ..ram\� •.. �„/r}p:•���r ,.� .,.,. � f ,•.' ..�-•`�.°✓ � sue• ; w, f �`sr • °�•, . '�..,"' �.`�• i1 1 �'`„�T `•;!''.,, . �„..-�'"�.---."✓'tea "�"s+•'.".>>..�" / �'' �,/'",�W' � � \. � '.� \ ,�-.• ,,.°,�- -�o - a-==�IreEa \ .•i� «�% .y,'`r-'r' E ''"�r•�. � cg 0 ..' �r�i.� '.r'`.� \ S ter' J 1 m Z, 1 �. `,✓.ter r }'„tv� a�� •'�"^ _ , i; `�d�rr�.•.-.•''...•r ��.r'._ - --."'w',` ,sd »�',•»r"�rr �,.; p,:�.:P�G,: �>: � _ i� .i a$ $ 1 rya• \� 1,4 � � i��s.> SEE JUNCTION i -...,"�,, ,-' i, -i\ ..�: 1 \ ` £ \ A BOYS ROAD {j✓': ; .r' - n ..>•• `� r r \ '.' _ . -�`' STOFc PLANS ` . \i t �r VN �...x\\��;.�Z 0 - .�-•«M---W-..»..;,..7.�. ;."e'2� .:id;,,�� ,� ��., - - - - - - tr' ^"'" a`s ��a"��a a:. ,`< �s., ...•�.» �.<....-... >, .. - - - /-.."" .. 1: ` �rF11+2 V _'i - i.:w#T,`� ►. ` �.�. _ +00 Ur _ u 2-66 Sta. 0+07.87 (PH 1) _°.. a` ^'� o % ``~ r "` �. `' ,` �'��I `.`x�.\� - Sta. 14+01.20 (JBR)�� Top=326.27 42 x42 Junction Box fa• N> ,• °�, `*n� - -`�=.. :.sa _� <,x .I, 4 _ 30" FI_ In=.197.OQ (ARM I �d ® -- - �i, c �" � t � . r s• �« 348 3 34 338 336 334 332 330 328 326 324 322 320 318 316 JRE I U- tm L� E �• =iE APE a,,+,�s°> i inE .., v. is t e,� i 2:: Fi 1 II Iel E / � �'•., tg'f^R�. :�.%.3 < �% �`s°�p�>.�°., �~` eI ( �. � �tl.��iI:�:��"'�� {II 4��C�°-�:' 346 Sta. 0+07.87 (PH1) _ Sta. 14+01.20 (JBR) Sta. 1 +21.15 Sta. 2+20.24 Sta. 3+77.86 Top=326.27 To=328.02 Sta. 4+84.76 Sta. 8+34.35 To=329.53 Top 6+31. 1 Sta. 9+68.32 Top=328.17 p Top=330.55 Top=331.61 42"x42" Junction Box 36"x36" Grate Inlet Top=334.97 Top=336.12 44 36 x36 Grate Inlet 5 Curb Inlet 36"x36" Grate Inlet 36"x36" Grate Inlet 30" FL In =322.09 (JBR) 30" FL In=319.59 30" FL In=320.27 30" FL In=323.77 24"x24" Grate Inlet 30" FL In=318.83 PH1 15" FL In=326.62 18" FL In=326.50 24"x24" Grate Inlet ( ) 30" FL Out=319.49 30" FL Out=320.17 30" FL Out =321.20 12` FL In=329.28 12" FL Out=330.59 36" FL Out=318.83 (JBR) 30" FL In=324.64 18" FL In=326.50 18" FL Out=328.78 2 30" FL Out=324.54 30" FL Out=325.50 Existing 340 Grade IN02 Finished INO1 Grnrip IN05 JB01 IN 10 IN09B IN09A IN07 Existing ra e 1 'PVC -EC nished 1- St-9+52.34 rode F/-333.06 Finish d - Grade of 1 ' HDPE 0 1.000% a 2 of 18 DPE 0 1 00% N In I M / co f 30" Ir DPE ®0 50% 3-2' PVc- 103. 3 LF of 0" HOPE ® 0.750% 1- PVC -EC �1 2" PVC -EC Sta. 2+64.93 Sta--2 3.81 i St .-8+30.70 / F/L 323.27 F/L-323.81 F L-325.38 1-2" PVC EC PVC -EC Sta.-5+39 32 % 154. Sta-4+29.65 F/L-323.6 STORM 96.47 L of 30" CP 0 0. 00% a l INE SD 1 66 LF of 30" R P o.s o% 30" RUBBER GASKETED RCP (ASTM��C76 C/ass lll)(ASTM C443) c 12 , 18 & 30 HDPE (ASTM S2736) 1-2"PVC- to.=0+2 .e SEE DETAIL SHEET FOR EYBEDUENT F/L-317. 7 M M M M O O O .- iM M •d .� L6 O n N N Of t7 M M co n a0 a0 rn O� O M M M M i7 M M M M M M II _T C2 1 � � � G' II II II 11 II II II II II r7 M M ��A ili II II it 0+00 0+50 1+00 1+50E! 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 s+nn 6+50 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 7+00 7+50 8+00 8+50 9+00 9+50 10+00 GRATE INLET TABLE IN01 * V5718 IN02 * V5732 IN03 * V5718 IN04 * V5724-1 IN05 * V5732 IN06 * V5718 IN07 * V5732 IN08 * V5718 IN09A * V5724-1 IN 10-]';V5718 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 7+00 7+50 8+00 8+50 9+00 9+50 10+00 GRATE INLET TABLE IN01 * V5718 IN02 * V5732 IN03 * V5718 IN04 * V5724-1 IN05 * V5732 IN06 * V5718 IN07 * V5732 IN08 * V5718 IN09A * V5724-1 IN 10-]';V5718 A141- ,,.✓� i.✓.�,`, "' °'i` s <r^°' ^ W b� e ,`e,'ypt �.i L 11•t A \ �� �> ! .-•- •°° ��. , �...<_,yam.: `� ,•`' pg ............................_•¢ i�:R ...... ..............E w✓ • i.-r. rc. `.,^°w., C l l `°>,,"'. .a €r f` £ »•°". »t•"»°°�%'b„^'; p,^�wS4<.,„M„w %•',4 'hw> �++. +.°°is,. _._af fir,..$ "`,*....•.....s'9�`$� `� s . ° A WL1Ilk q.g s , ...... R P % . i t � ter'` AYE,,,»" �'">. »`" � �:;`r^"k;.�w:i°. � 9. a" r^•"; t' i`��t � 1�1r �at � , Vk\ Ile �i__ y..t..._4.0>, \i\�< t Iv rva rggc UfIC z $ ,3 1 �1'� / F\ �\ t •c A ��R Vi G • a j' WL2' t ;, p1 .,,,.+�' Sa. ^ �` tY :'t<'S-+>'�w'0"�a• a v t �' '�`�� ls2 > ,,�! n �P O t'a <m 0+0 ¢[ 1 +0tI a k 1 'A i en � t t � d.. _J Xi6` G G ' WL4 e—W` �� ,a'• I -k " F fib g.8 ...»-....».._._........._ ._d_...__,», ... ...._._._.. .. II .., .. _ .. ,j e.weu,mns,.,<....uw mw..m«w.w «.........«.....»««>..,>.,,. ii , _m 1 Sta.=5+88.40, F L= 328.91 WL-1 oo y _ l µ 4 'i 2+00 2 6 / < `O / ( ) Sta.0+10.00 F/L=328.91 (WL-4) a c+o ... s >`, ., .. - e ._ ..- �4 a 2-6" M.J. Gate Valves & Boxes -6" PVC Fire Line ;' `," Sta.=0+53.80, F/L= 329.51 (WL-4)-•------� 6" Isolation Valve w/ Locking Lid 6 �.g b 6g P f 41. {;" (y'€ter• � � �� � ✓� t ``� � J Q i A• y Y - ' Sta. =7+ 19 95. F/L= 330.99 (WL-1) fi'; ........ - h¢ Sta.=0+10.00, F/L= 330.99 WL-5 _-_- -- 2-6" M.J. Gate Valves & Boxes „ -, _ - �< s i .:; !, ........ 6" PVC Fire Line 4 a WL`J i '._f !,.° Q 00'` z. Apr .€ � �, t I . ,.�,.,.` 3� i ;:� J - ._ Sta.=0+49.57, F/L= 331.05 (WL-5) 6 Isolation Valve w/ Locking Lid yfyf A .3 LEGEND: W WATER SERVICE TO BE INSTALLED BY PLUMBING SUBCONTRACTOR. All Isolation Valves Shall Have a Lockable Lid — The Lockable Lid Shall be AMP or USA LL562 Locking Lid or Approved Equal by the City of CS Utilities Director or his Designee. THE CIVIL CONTRACTOR UNDERGROUND CONTRACTOR SHALL INSTALL ALL WATER SERVICES TO THE METER. THE PLUMBING SUBCONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL SERVICE LINES PAST THE WATER METER. WATERLINE WL3, WL4 & WL5 6 PVC (AWWA C900-DR 14) *SEE BLDG PLANS FOR SEE DETAIL SHEET FOR EMBEDMENT LINE CONTINUATION INSIDE BUILDING 344 3" 344 344 344 344 342 342 342 342 342 342 340 340 340 340 340 340 338 338 338 338 338 338 336 336 336 336 336-1336 334 334 334 334 334 334 332 332 332 332 332 332 330 330 330 330 330 330 328 328 328 328 328 328 to 00 326 326 326 326 326 326 324 324 324 324 324 324 06 322 322 322 322 322 322tL 320 320 320 320 320 320 318 318 318 318 318 318 316 316 316 316 316 316 314 314 314 314 314 314 0+50 0+75 0+50 0+75 0+50 0+75 43. 9 LF OF STIR. BACKFILL Existing Grade Finishe Grade •-- M 00 N J J � I LgJ O r7 o co � c, NNE Ntn� U � J J J � m w � 1' 7 O N J j I� o � o v o � •O 0 OtXt t (n N � c0 tp cu 43. 0 LF OF STR. BACKFILL Existin Grade finished Grade � Z M M � d' J � y t � J O �+ � � a7 C M N � O J � \ o 13 o o > 0660 gC O ? CO � o = o 0 0 �° NNN •gip aIZ Ljj _ 9.5 LF OF Existing Grade Finished Grade �z �( + N lf•) oM J to N la. � — N X rnrn ° o c U O O � M O II II d II J J > J L� lL > L� � gri o : � � O rn 0- o �? C7 I�o� I o 0 uu � u !n N N fn :! T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN &DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY +UTILITIES •STREETS SITE PLANS +SUBDIVISIONS www.mitchellandmorgan.com Firm F-1443 6/25/15 .OF .......... ....:.............................:.... VERONICA J.B. MORGAN ....................................... 77689 T SS��NAL ECG ii ,r,-'m> a Q C CY �.Noa U N Z > � L. In 0- � Q LL Q < m U_ Q Z ILL Q Z Ud�•� C[] 0 U v J J J I O l�l VU ��� 43. 9 LF OF STIR. BACKFILL Existing Grade Finishe Grade •-- M 00 N J J � I LgJ O r7 o co � c, NNE Ntn� U � J J J � m w � 1' 7 O N J j I� o � o v o � •O 0 OtXt t (n N � c0 tp cu 43. 0 LF OF STR. BACKFILL Existin Grade finished Grade � Z M M � d' J � y t � J O �+ � � a7 C M N � O J � \ o 13 o o > 0660 gC O ? CO � o = o 0 0 �° NNN •gip aIZ Ljj _ 9.5 LF OF Existing Grade Finished Grade �z �( + N lf•) oM J to N la. � — N X rnrn ° o c U O O � M O II II d II J J > J L� lL > L� � gri o : � � O rn 0- o �? C7 I�o� I o 0 uu � u !n N N fn :! T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN &DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY +UTILITIES •STREETS SITE PLANS +SUBDIVISIONS www.mitchellandmorgan.com Firm F-1443 6/25/15 .OF .......... ....:.............................:.... VERONICA J.B. MORGAN ....................................... 77689 T SS��NAL ECG ii ,r,-'m> a Q C CY �.Noa U N Z > � L. In 0- � Q LL Q < m U_ Q Z ILL Q Z Ud�•� C[] 0 U v J J J I O l�l VU ��� tp cu 43. 0 LF OF STR. BACKFILL Existin Grade finished Grade � Z M M � d' J � y t � J O �+ � � a7 C M N � O J � \ o 13 o o > 0660 gC O ? CO � o = o 0 0 �° NNN •gip aIZ Ljj _ 9.5 LF OF Existing Grade Finished Grade �z �( + N lf•) oM J to N la. � — N X rnrn ° o c U O O � M O II II d II J J > J L� lL > L� � gri o : � � O rn 0- o �? C7 I�o� I o 0 uu � u !n N N fn :! T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN &DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY +UTILITIES •STREETS SITE PLANS +SUBDIVISIONS www.mitchellandmorgan.com Firm F-1443 6/25/15 .OF .......... ....:.............................:.... VERONICA J.B. MORGAN ....................................... 77689 T SS��NAL ECG ii ,r,-'m> a Q C CY �.Noa U N Z > � L. In 0- � Q LL Q < m U_ Q Z ILL Q Z Ud�•� C[] 0 U v J J J I O l�l VU ��� 9.5 LF OF Existing Grade Finished Grade �z �( + N lf•) oM J to N la. � — N X rnrn ° o c U O O � M O II II d II J J > J L� lL > L� � gri o : � � O rn 0- o �? C7 I�o� I o 0 uu � u !n N N fn :! T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN &DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY +UTILITIES •STREETS SITE PLANS +SUBDIVISIONS www.mitchellandmorgan.com Firm F-1443 6/25/15 .OF .......... ....:.............................:.... VERONICA J.B. MORGAN ....................................... 77689 T SS��NAL ECG ii ,r,-'m> a Q C CY �.Noa U N Z > � L. In 0- � Q LL Q < m U_ Q Z ILL Q Z Ud�•� C[] 0 U v J J J I O l�l VU ��� T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN &DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY +UTILITIES •STREETS SITE PLANS +SUBDIVISIONS www.mitchellandmorgan.com Firm F-1443 6/25/15 .OF .......... ....:.............................:.... VERONICA J.B. MORGAN ....................................... 77689 T SS��NAL ECG ii ,r,-'m> a Q C CY �.Noa U N Z > � L. In 0- � Q LL Q < m U_ Q Z ILL Q Z Ud�•� C[] 0 U v J J J I O l�l VU ��� a .r"`® l 1 ,.•.. ' ' fir• pJG 150 4 lit � ,,..� � � � �, , �-,�°'/-� ..�• .�-�� .,�' l 1 . ,1�G .✓ o{$ PVQ ,r'", r�iy G as>+. ?a -" «,,, ✓,�„mow f� �, r^°'^•:•l-/ .^•H $,'Sy@4�F. ��f' ,-.....,,� J ✓"' a,, . j pV fr,. k r>'"°"°' `.'..- � �•.,..+^' .. d" �'^i,..:„-r,".�\�� y` �; � p �� Eby"„ i7> �e `� �' V o^Y � M.r'� 9 iw„ F ' �.s °'" �&- •.,.'.•.'.`.-''.' • "°ym..,,,,, jJ�••" ,,.n«..'. ,+ 18'f`♦ll;;�,7' .n•' n `$'sus, °'`� ,,;� f,!'# •r'°b°°.} S � - '"°.. �.w- �""-"`.✓ y � .a-' "� °� 'ems � ►-.. E.Gw,r'�. , .�'' � �"°°` 'may r� , a { ,.•'"- , pJG �,b'' ^�,. � a.. �..-. •''.a•�✓ �° ;w �, x4kC , pv -' �\€: f14 L.F. of 1 1 /2" Type + i i Y $.. - �,, Sto.=0+10.00, d ..i•K Copper Line --- ---- �'�„ V ,. ; ''�% F/L= 323.33 ^" ,< �a' ;r"Q''G «Connect to 8 Waterline�ge,.�, a . ��''• o e �,, �,..-•- ��`�' �" Per Junction Boys Rd. , ����,t•�� ,ice& ,.a p•- ��,.e„„"..r` rpJG�,:�. '`° .r-'' C. frro✓'°,.,.y✓Plans 4�',;'°''`'t...-•'` �r ` _` r' G L. .r c�'"�i64`}..' °xn •�,?�"� %�� `..-'•,-""..�' �.`w �' Rr�' � 1" ��A/��y� L � .� 14 L. of/ 1 1 /2" Type.. ,! K Copper Linetk mt ' E�,r ✓.• "/{ . '"••w'^"'� wpv���� <r 'fie 4� °°,,-:~°'" ." Y'0 � "� �:� : J .,w"'''""y'i 44 Stc s,. ^-°'�..,a»°°�••.:✓ / »+,. ter,> �p w pJG' "'E;;}. ''`.�.. amp/ . �•'`iS, �i '.R�: {`��„:� .�•°' F/I .?•^ ,o r s, � �,ate .✓ i ..'",� i ^ab�"'-' i t• Fy...e° . 1 fw. 1"•a 4�q i SI t' i '°'4� w y ^" Y' a°`. ..°""- � !,�°''� .,..,.• .ba S� '°aw:yy�ctA�"."'„�_.''„"�` � .°'` '`� ..,.. w''.i �-'`^.<� ��<.� " .g, a5.< : �,,;y�."ec"«.p�-,n-s �a d; 4' m-sue. *.... S.-t:•r'' .,. ,. .. *\vim i '� :gyp. •--_'-„„.'""`..��^"„k,...:, ` �' ''-a».,, �'�,.a„,.. ��. .. Sta. -0+90.18, « F L=323.99 1.40 @ II 1 F "Y "a �� r "'`"^-... 8 x45' M.J. Bend FRe^ \. P a \� ' '" - • �. ,s s ' w _ « _ M.J. Bend I _ ..b tee' WATERLINE V1 6 & 8 PVC (AWWA C91 6"&8" DIP (AWWA C 151/AIII ,. ` r ,• -- : . �� SEE DETAIL SHEET FOR EMBED, ""`. �,-." -"EG .-'`.Y.-"'� ' u^�'. r pJG°p,G^[ -fr` wp�•?"•Yy� f.�'. Sta.=2+56.16, F/L= 329.15 Connect to 6" Waterline WAT RUNE WL2. ; PPer lans unction Boys Rd. 6" PVC AWWA C900-DR 14) , - JG `- `;:• �" ___. _ ... ;_ ..___ . 6 DIP (AWWA C 151/A21.5 CL350) �SEE DETAIL SHEET FOR EMBEDMENT 15 L.F. of .� I 1 1 /2" Type I .x -€ ;• as € «z -: = _y�,� _ "> ' i 7 L.F. of € K Copper Line t_ 1 /2" Type i ' f �• \ \ K Copper Line 17 1 O j f T ` • ax `i. 7 \ \ 411, + yX4 :. "x45' M.J. Bend`. *3 OA.S > i' 3 " \e . _•t, ^$ :: ,�- r n 11> *+ � ^a i V I \ ': �`1` ti kt O \ ?t i i', I I (- € E Sta.-3+91.17, �°. ,: - `-' � f � � ,, Sta.-7+22.35, F/L- 331.03 - f I I 'f F L= 326.47 € ` ._ .... ..... _.'.' .. __. _ �..� ,. ..._.' . _ -• 6"x6" M.J. Tee 6 j3 /( q 1. - ..,. wuv<n,3•, I �., L >P 2" Service Saddle i j f "� s F/L= 329.85 11 6 x1 1/2 M.J. Reducer n F� f es5 I i 2 Service Saddle ! f~ . Fire Hydrant Assembly _ , \ 4+67,31. F L= 327.09 WL-1 ` h I r M.J. / ( ) 6 .J. Gate Valve & Box I �' I: L= 327.01 >...# cF ra 0+10.00 F WL-3 Ia#--i..•c i `\. M.J. Tee 8/ M.J. GV&B ( ) Sta.=5+88.40, F L 328.91 WL-1 Sto. =7+ 19.95, F/L= 330.99 (WL-1) �� 5 m _ ...� _� _ / _ ( ) Sta. =0+ 10.00, F/L= 330.99 WL-5 Gate Valve & Box Sta. =0+10.00, F L=328.91 WL-4 ( ) \ `, 2-s" M.J. Gate Valves & Boxe s Line 2-6" M.J. Gate Valves &Boxes ' �. n t d .K ,�;: - ;�k • ,r, 11 € .. Itv€ 6 PVC Fire Line I \ =.a,aa�< � � <.a:' ....€« �..�� �>I�- s ,:°� ...dN��•� 6 PVC Fire Line { ' + 1 7• 1 !a - Sta. 5 0.2 i 1 1 I ) t f r F F - 7 68 i L 32 . I f I' l k i `k •I I 2 Service S add rvi a •`�:�-,=�:._ r' e ,,. w. •ro`>.%m¢. �«-»e -mow-eery z S a�w �"..":.;5 nE3::...:"'.^...^s;x_::.-:-..s..:•.�,'....'.a: <=^�<; -•-; .:.-.�,.:.�a M-•�.a"•^,.•vxr, r«u:s'a-.o,��w� 'd" « .. m� ...°..3 � ...__ �. Sta.=5+41.14, F/L= . ` ( 8"x6" M.J. Tee �7 Fire Hydrant Assembly_ 6" M.J. Gate Valve & „, BOX _ 1`,I�. # F;PL [A## p £ '''z'i°: sA _. i�: G� ?£ L}# #"B # _.> r$ thtL max. �fj, T >":E L ":r ME L :'a Ftri LAr' # i r' j s Wi Ef:4� l �i.•yz " I $ A A t' i t Sta.=5+67.53, F/L= 328.58 (WL-1) ^ , �r ;, � � � �,,, �, ,���,'�.�' j .� � - �°� � 4 =Sta. 0+ 10.00, F/L= 328.58 (WL-2) r w""v� 1 8"x6" M.J. Reducer, 6"x6" M.J. Tee "..I ...« i %2## a sl 2-6" M.J. Gate Valve &Box �€ �...,g... =•�� ��<. ''{{ �g �?M �• ._:�� �.�� �.}a.» �'a ��3,�. % tf p "" � - r I Y[ I >/ L` �E All Isolation Valves Shall Have a Lockable Lid - The Lockable Lid Shall be AMP or USA LL562 Locking Lid or Approved Equal by the City of CS Utilities Director or his Designee. VATERLINE WL 1 6" & 8' PVC (AWWA C900-DR 14) 12 6 "&8" DIP (AWWA C 151/A21.5 CL350 SEE DETAIL SHEET FOR EMBEDMENT b 12.35 LF OF STRUCTURAL BA KFILL H. As sebly f8 F.H. Assembly i6 Finished F.H. Existing Grade ssembly Grade _-- 6" GATE BOX " r.ATF 16" GATE VALVE IALVE & 8"GTE " I"GATE BOX BOX --- �- VALVE & GATE ALVE & 0 bill 6- UA L BOX VALVE & St . =4+59 76 Sta. =3+31. 6 BOX 1 Storm �$ ' -5 = 19A Zain 4 A.A4% Storm Drain Sta. =0+82.9 F/ 326.06 S2 X Sto 1" =0+76. Site Lighti 3 g Condui g to. =1 + 9.23 0. 2 % an. Sewer ►6 F = 325.36 F/L 325.38 San. Sewer /L= 324 66 0.82 t o 0.82456 / 0.824% i 3 I J I t4 rp 24XI o o p o N Ln x O a) x F20 LF 8" DIP 20LF of o) ^M m 73 001 . mm QN 2 N 7 0. 24 �, J v Il'10i x di 7 �`�M�m c� X it p x 3 I 3 J I > II II a) it it`� N > 4 V) V1 m m y j J J t, U) m O 00 a) lr > N I� in O M 10 toEq ^N O O> O ON > O > Nx 0+)00 O� O N O t N O O N to O c O O cn^ tri ^ 0 -- .. OO NN O 1z 0) _ OX U pn UU+Ua_ II II qIn LZI8 C II II i II II ) II a€ II II II II 1 II it U II Q) II ) II a€ I II jd � > II II II U II Jv J \ > J - Od -) ; s00oO `- -- d � L L_ m c> N to E2'-0 a)v m>a U D D D - U N O 000 m r0 0)m (1) OC (1) 00 m a) N m�tm a) OLLJ '� to Nm 0 M N O Om (1) 0) �m (D 0) M m N m a) m a) m ai �j n a) a) U Om 'Z y a) Nm 0 m • m In In000ta : _ - •� ai 0 > tn0 O O 0 r> Lr) v 0 M Q > O 17 (a 00 '� O r- 7 r ? 00 to 0) 0) N 'i ? N 00 71 1� ~ Ln N N ~ +O+ I� C) O O r O Co CV +� (0 (O ? O 0) a 1" I" 0) O M M I- N -� F7 Fr) O) 0 � (a to •Rt 0 (O .- .- �F y 00 to N .: O O II o -� M II II in io II io II i! I II N rr€ II II io 11 II II fir) M M It 1 io II in 11 io II I il) ? II (V II in I II in I in II '� II M II a) r7 r7 II T 2 Ci 11 O V' X It X O � X O �t X O N X II Ci Q �t X O O �t X N N X II 11 X X p �t X 0 �t X O V X : ca X 0 `-" O �t X x O tt X V X II O s ca X O O `� �p X 11 p N 11 11 O X a% :4, +. s J .-.: ...: .,_. J 'i J +.: ++ : +. ++ : z .,_.: �.: J s �+ V) I J + z J J : ^ fn 0_ Li (n 00 00 fn 00 fn 1 a0 N 00 LL N NCO rn rn 00 00 LL LL Ill in CO N CO (/1 00 00 00 in V) 03 (n 00 It N 00 t0 N II N li V) N L_ lL fn (a is 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 LEGEND: W WATER SERVICE TO BE INSTALLED BY PLUMBING SUBCONTRACTOR. THE CIVIL CONTRACTOR UNDERGROUND CONTRACTOR SHALL INSTALL ALL WATER SERVICES TO THE METER. THE PLUMBING SUBCONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL SERVICE LINES PAST THE WATER METER. 344 344 342 342 340 340 338 338 336 336 334 334 332 332 330 330-7 3 X 328 328 326 326 324 10 324 Of 322 322 320 320 318 318 316"It 316 314 314 rp 0+50 1+00 1+50 2+00 2+50 2+66 „ WAT RL/NE WL2 6 PVC AWWA C900-DR 14) 6" DIP (AWWA C 151/A21.5 CL350) SEE DETAIL SHEET FOR EMBEDMENT 246.16 LF OF TRUCTUR L BACKFI L Finished Existing �- G ade Sta. 1 +37.39 to. =1 + 1.84 8" ATE 30" Storm Drai San. Sewer VALE & - B X -0. 21% 0 0' LF 6 DI c 0 n. T O w- N O c Co Co O O O tr) � � � O to � 0) � � CO CO O) O) ^ I� � ^ O ^ O Oj N N N N N O N O N O N O N N a un a uc u�,u�n� a u� Li It L� L� Li tn0 N � �ml� Ism �') 00m M O � t\ CO M � O) 1p � I� O NON •� r�� � � N «) a ++ 0j + +� + +� + +� O) + II a i F7 M II II � II II � II II � � II � O to C O -.x II II o p x O x v x p x o x II o c to II 1,_ N N O to V) O N N ca t,.. MI U C. Lp 2r JUL, 0 2 2015 !/ LIJ mi < :OQL Z T.979.260.6963 Lp 2r JUL, 0 2 2015 !/ LIJ mi < :OQL Z T.979.260.6963 F,979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN &DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY s UTILITIES •STREETS SITE PLANS +SUBDIVISIONS www.mitchellandmorgan.com Firm F-1443 6/25/15 OF VERONICA J.B. MORGAN 77669 ' SS7aNAL LNG �?m TY N � >,m Q �m N �.N a U � � U N j ZU) FF: 334.25 UT i.75 .64 .- _-, s of 6" D3034 / 1® LOPE 7 CLEAN OUT Tl1Pf_77q AA nc feet/ THE COTTAGES OF COLLEGE i STATION PH 1, LOT 2R, DLK 1 COLLEGE STATION / PROPERTIES LP. _ -- ZONING: PDD LOWEST FINISH FLOOR ELEVATION CLEANOUT ON BUILDING -25 aX) CONC, SLAB (IF NEEDED) c: Z of of (VARIES) Lo > r 4%45' OR N 00 -1.04% (min) " 6"X45' (SEE PLAN VIEW) ' P ? PVC BEND �- .. ;�, ^yam- \ �oo�. 4" OR 6 PVC (ASTM SEE ARCHITECTURAL PLANS autoP�� ec �� �� :: _ _ _ _ 4•'OR 6" \ \ PVC D3034 SDR-26) FOR CONTINUATION OF 4" z c e� ��' jo_��� - SANITARY SEWER SERVICE INTO Pv r j/ (ASTM -26)D303THE BUILDING - z• SDR-26) TYPICAL 4" 0R 6" SANITARY SEWER 13.98 L.F. of 8" �;t"' `/ ' MAIN LINE PVC (ASTM D3034 /z (4", 6" OR 8") SANITARY SEWER SDR-26) ® _________________ /�° PRIVATE -0.52% SLOPE � �a•.� SERVICE ,/� CLEAN OUT / N.T.S. TOP=328.67 - ` ' _ _ ' " _ _ _ • / i FL=326.04 FF: 329.75 (AS GRANEDEDED) CLEANOUT PAVING (AS NEEDED) �' :g�• ` ao* 14"X14"X4" CONCRETE CLEANOUT STACK �o�/-� ? ,ca+/ DIP OR PVC \ - DRAIN '�� ti=325.38 \ f _ CLEAN OUT / \ TOP=329.04 FL=326.22 ®® 102.03 L.F. of 8".. PVC (ASTM D3034 �� SDR-26) ® 42.57 L.F. of 4" \ �, �. CLEAN OUT -0.52% SLOPE PVC ASTM D3034 ( ' TOP=330.45 SDR-26) ® % FL=325.16 '3 -4.51 % SLOPE - - - - - - - - - - - ,� 'tr =324.66 45.66 L.F. of 8" PVC (ASTM D3034 SDR-26) ® PVC a' / . d - - - -0.52% SLOPE EC°�a - p r i" WATER m ,' 9 / LINE y�g CLEAN OUT r° TOP=329.71 FL=327.38 CLEAN OUT 5.74 L.F. of 4"r TOP=330.43 PVC (ASTM D3034 FF• 331.25 / \ ,, FL=324.92 SDR-26) ® �. ��• ` n,, g' °'. �� 'tA `-46.83% SLOPE < ` v CLEAN OUT ° ./ oc/ r /> 7�'` `c ` °� 4u• ja' j yi5 95.29 L.F. of 6" i+ TOP=330.45 ' ' \° PVC (ASTM D3034 FL=327.95 \ c SDR- SLOPE 42.82 L.F. of 4" `9 � y,// ,^+ e' -2.5% ` �\ / .5% �- +" e° PVC (ASTM D3034 _ _ a' ' ` SDR-26) ® -4.98% SLOPE o/ fi� \� c \; \ -as'' �cac CLEAN OUT �; ` \ \ wa TOP=329.94 / oc/ ,FL=327.75 177 �` t ,,`'® CLEAN OUT '� be TOP=330.73 FF: 331.75 ,�V / FL =328.23 CLEAN OUT / / . �• /"� \ 5.80 L.F. of 4" TOP=330.10 PVC (ASTM D3034 FL=327.80 All SDR-26) a , -38.39% SLOPE.'A CLEAN OUT 5.1 1 L.F.., of 4" TOP=330.62 PVC (ASTM D3034 " o r' FL =328.28 SDR-26) ® / / _ f" ,: _ 01a �.: 6.16 L.F. of 4" _1.04% SLOPE PVC (ASTM D3034 r A;. / a, SDR-26) ® -8.60% SLOPE ° FF: 332.25 C (ASTM 1)3034 \ ° \ r • SDR-26) 0 1 / 1.04% SLOPE be SANITARY SEWER ./° SEE EMBEDMENT DETAIL ]IT be921 " LOT 1 R a., ca be BLOCK 5 01 CO 01 IN - I /c a+ ,r, a• _b00/01, I ,` j �, s •, A , , 1 r` . F., A C,'c SAN ITARY SEWER SERVICES ' V. I ,C a SCALE: 1 "= 20' / DIA. OF PIPE SEWER LINE ON PLANS 45° WYE IN LINE ONE WAY CLEANOUT N.T.S. GRADE CLEANOUT PAVING (AS NEEDED) (AS NEEDED) CLEANOUT STACK 14"X14��X4" DIP OR PVC CONCRETE DIA. OF PIPE SEWER LINE ON PLANS J_ IN LINE TWO WAY CLEANOUT N.T.S. GRADE CLEANOUT PAVING (AS NEEDED) (AS NEEDED) CLEANOUT STACK 14"X14"X4" DIP OR PVC CONCRETE DIA. OF PIPE ON PLANS SEWER LINE T END OF LINE ONE WAY CLEANOUT N.T.S. CMP-XXXX-XXX TLET Yr7iT SEPARATOR SIZE . MJTOMA71C OIL 100- 100 GALLON STOP VALVE 150 - 150 GALLON 200 - 200 GALLON 350 - 350 GALLON MAXIMUM FLOW RATE 5 - 5 GPM 10 - lO GPM ( D EiC.- CfwerR - CHAMBER HAAMBR � APPLIC4 naNS a MASNTENANCF N'ASIMW & NAMEPLATE INDICAiING CARAGE3' MFQ POWSA a 0" C"SES PLAN VIEW 888-611-PARK SAND -OIL INTERCEPTOR SCHEDULE MODEL NO. CAPACITY USGal OIL CAP. US (GAL) FLOW RATE (GPM) EMPTY WT (LBS) LENGTH Lt WIDTH M HEIGHT H1 INLET FLi OUTLET FL2 CMP-150 150 75 15 4,800 42" 42' 60' 41' 36" CMP-200 200 100 20 6,600 48' 4a' 60' 45' 42' CMP-250 1 250 1 125 25 7.650 4a' 48' 72 53' 50" CMP-300 3D0 150 1 30 7.650 50" 60' S4' 39' 36' CMP-400 I 400 1 200 1 40 1 9,200 1 60' 60' 54 45' 1 42' www.PARK-USA.COM a EDUFM T & TRAAS'30RTATIC MODEL: CMP IGI9C3 W FACIUT>'E'S DATE MANUFACTURED a CARWAM STL1VINA70 RLINUF HIGH OIL ALARM PANELLEVEL HIGH M?W W STAIM FUEL MOUNTED AT REMOTE ALARM D0VTS LOCATION a U4N rACX4W FAOEIT'Y &RUENT WATER HIGH OIL FLOAT SWATCH a fiSW 'A77ON IrATFR OTHER SIZES ARE AVALI AS F CONTACT US FOR MORE INFORMATION GRADE ,Y CLt AAt1P I o CEN04AL dARIK"Y 24' DIA CAST IRON RING do C04fR I -r----------- EXTENSION RINGS AS REQUIRED GUARANTEED PERFMANCE JOINTS SEALED WATER - A certllRed performance "ondlersls FLEEXIBGHETMGASKET RASTIC 0 utfrhing a prgaktory canputer progrm wd/ accurately model systems to ensure that thek CUTLET INLET effluent quditles meet the 4• PIPING (BY OTNERS)A reWkvd dscharge criteria $ EPA and Local Codes { ) Influent o8y water caatolns H1 TOP a# &*Its of marry different STOP Ai1Q OIL sizes These droplets rise STOP VALVE at different rotes Pork FL2 FL1 utNkes a statlstkd program ' that dlNdes the &Wets Into s..: . ranges of sues and cdcu/ates She rise rotes of each rnrrge DIFFUSION EPDXY INTERIOR LIVER ifiis cdrxriatlon detelrmkles BAFFLE xfrkh dmplets the separator can cnioturiz Contact our Dngheenhg Dept O 800-256-8041 for a free ELEVATION ( Lt I performance eioduotkn. IAIARAN7M ft-W MANt2- FOR CW MAV" &L COWCENEMA77ON { SANITARY 2WR 100 PPM, STGi4M SEN£R 15 PPM) ©Park 2012 SpeCIfIcatiane PROJECT : CONCRETE : Class If concrete with of design strength of CUSTOMER 4500 PSI at 28 days. Unit is of monolithic construction at floor and first stage of wall ORDER with sectional riser to required depth. Rated for H-20 Loading. DATE REINFORCEMENT: Grade 60 reinforced. No. 4 'steel rebor to conform to ASTM A615 on required centers or equal. Bar bending and placement shall conform the latest ACI standards. C.I. CASTINGS: Cast iron rings and grates are manufactured of grey cost Iron conforming to ASTM A48-76 Class 30.+ Engineering Data interceptor is structurally and hydraulically engineered conforming to Uniform Plumbing Code. Nominal total liquid capacity SAND -OIL SEPARATOR and oil holding capacity as indicated. Recommended for flow rates MODEL CMP - 150 THRU 400 GALLONS of 5 to 25 GPM (consult Park for proper sizing). Manufacturer shall submit performance calculations for oil &water seperation SCALE NONE DWG. NO. REV. certified by a licensed professional engineer. Field excavation and preparation shall be completed prior to delivery of Interceptor. [DATE CMP-1 Use dimensional data as shown. 2012 A J 0 • T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING + HYDRAULICS HYDROLOGY * UTILITIES « STREETS SITE PLANS + SUBDIVISIONS www.mitchellandmorgan.com Firm F-1443 6/25/15 �P( ..... F TF�q VERONICA J.B. MORGAN ....................................... °%lp 77689 O / S 4 �SSrONAL LNG m m> 0 �m •n m Qcca� :2 s, Q) p _c U N Z j � LLjEr-5 L �mOQ LL J O C_ Q ��6-m <0LLIQ U_ QLLJ Z LL a�Q_i Q�o0 Z Ud m V) I` O Q) IL 1v 1 W / ^Q I O I\ V Q Z:) " J jk r 4 0.0 y a• r C THE COTTAGES OF COLLEGE '� `. .- �%', �a.� \ ` n / FF: 334.25 TOPA 3302U35 STATION PH 1 LOT � � // �j J� � , �� \soo\ / &' FL =329.85 2R, BLK 1 ,,.•� / 'w COLLEGE STATION _ �''.--' /�' \\�\ / PVC 2ASTM D3034 ;. T1 / f/ >; �� \ L / k SDR-26) PROPERTIES IES LP. / + a�,"°, -8.76% SLOPE ZONING: PDD /'° �" / ®s^ ,.�" t \�\. CLEAN OUT TOP=332.27 FL=329.47 CLEAN OUT ... / \s� TOP - FL FF: 334.25 CLEAN OUT FL=329.64 PVC (ASTM D3034 SDR-26) -9.24% SLOPE 15 CLEAN OUT TOP=331.78 FL=329.44 A` P FC 67.64 L.F. of 6" �PVC (ASTM D3034 SDR-26) @ -1.04% SLOPE 9.75 L.F. of 4" A°c PVC (ASTM D3034 fe SDR-26) @ 7.43 L.F. of 4" -14.76% SLOPE PVC (ASTM D3034, \ / \ ►. V SDR-26) @ `,, -15.74% SLOPE Arc e0 CLEAN OUT TOP=331.89 1 (� FL =329.2 FF: 332.75 u 50.19 L.F. i PVC (ASTM [ SDR-26) -1.04% SL CLEAN OUT TOP=331.21 FL=327.91 ''' ,..«• � "`° Q \ .+ FL=329.81 CLEAN OUT CLEAN OUT oa' TOP=332.40 ��- / FL=328.61 TOP_ 332.80 a� �018" FL =329.98 r' 4 a " / � RN CLEAN OUT 8.26 L.F. of 4" TOP=332.80 PVC (ASTM D3034 FL=330.14 -• �' SDR-26) @ / PVC-F /c s"- -12.02% SLOPE 101 NNNN °.•' :' / e�� •..� "•\\\�n r'`/ 79.67 L.F. of 6" TOPA 3302U69 O /. / ; /; \ \ as• PVC (ASTM D3034 / � / '� ti O �\ 03 SDR-26) @ FL=329.75 / na '' ', ` � 22.48 L.F. of 6" ` �� -1.04% SLOPE58.54 L.F. of 6"' PVC 4(ASTM D3034 CLEAN OUT -/ a / ' 13 _ . - ar a = 12" PVC ASTM D3034 FF. 333.50 • / �� - - - _ _ "/ k i'.. - +FF: 335.50 CLEAN OUT SDR-26) ® \� TOP=333.03 on % STORM SDR-26) ® N OUT0 -4.31% SLOPE �s FL=330.30 / �: R:1°' N. J \?� DRAIN -1.04% SLOPE O / % FL=330.91 / ', CLEAN OUT '��%$�' / ✓,. w � , y a TOP=334.22 CLEAN OUT FL =331.04 -9 _ ,,_- •� TOP=332.46 FL=329.05 CLEAN OUT CLEAN OUT 6 330.43E TOP=332.62 TOP=332.44 w �` CLEAN OUT FL=331.20 r 41.93 L.F. of 6" FL=329.22 TOP=334.28 gad « / / / PVC (ASTM D3034 FF• 3.75 Ana a- s FL=331.37 // Ja 7.28 L.F. of 412* " -i 04%S ,z OP / O ,ra "r �ORM PVC (ASTM )D3034 E SDR-26 91.90 L.F. of 6" DRAIN f.w -4,66% SLOPE \ r / !• / / . l J ,3 _ CLEAN OUT PVC (ASTM D3034 \ - / /� / TOP=334.51 , SDR-26) @ A' CLEAN OUT 4: FL=331.50 oa /-1.04% SLOPE ' TOP=335.75 >q / FL=328.59 CLEAN OUT + 57.03 L.F. of 6" j Z.. vv, _ ! FF: 337.25 TOP =335.46 ` PVC (ASTM D3034 a.- -. _ - - - - -I� .. >v FL=332.96 SDR-26) @ Ec CLEAN OUT _ _ / f7 -1.04% SLOPE 1' e�c TOP=333.85 CLEAN OUT FF: 334 25 - p . _ - - - - - - - - - / CLEAN OUT 6 PRIVATE o FL-331.00 p 3 / a T P- 33.16 x+y / �a - / TOP=335.89 /� / w+4 j -' ": �� / _ FF: 338.00 G r ,i / FL=332.81 SANITARY SEWER ' / P E` FL =330. 7 / , 1- z vc 'w ,\ CLEAN OUT �. _ _ _ - . _ _ _ _ _ _ _ _ _ _ ptJGE' , / . �, TOP=336.02 SEE EMBEDMENT DETAIL 333.08 FL=332.67 38.56 L.F. of 4" TOP= " P CLEAN OUT "a a FL=330.58 + 12.80 L.F. of 4" .. M a ( , � 8.96 L.F. of 4" PVC ASTM D3034 n / r //. �`' PVC ASTM 03034 w' TOP=337.23 1':,'. / / , _r / SDR-26) ® 10.72 L.F. of 4" -1,04% SLOPE / / PVC (ASTM D3034 FL=334.50 a �) '� °�$� �/ ( SDR-26) ® / 44.86 L.F, of 6" -8.04% SLOPE z., ` \.. _ .. - y , � SDR-26) ® -' � � � � �. ; � / - , ........ � ' - PVC ASTM D3034 , -1.04% SLOPE CLEAN OUT - D( \ q CLEAN OUT a PVC ASTM D3034 "Q' / V '� - ' ' ` - - - - - -TOP=338.96 \ ' � ona � , ( /,. 99.85 L.F. of 6" ,+ ,,,, f S R-26) ® - PROP. EJIW _ -' ' FL=334.81 -' y �� ` ° ° TO = 6. oa SDR-26) @ / PVC (ASTM D3034 / -s5 °� -1.04% SLOPE w ,•' , P 33 02 � - - • - - - - - - - - - - V-5718 DRAIN OR -' '''° `"o FL=332.86 r ' -1.04% SLOPE /� ' / a CLEAN OUT - - 1 �� SDR-26) @ CLEAN OUT N APPROVED EQUAL. " ' / TOP=333.88 _ - - _ _ - - - - - -�- - _ 'p CLEAN OUT / -1.04% SLOPE / - TOP 333.42 14 1L.F. 4" CLEAN OUT FL-330.61 FL=330.92 3 L• . o a - DRAIN TOP=337.93 200 GALLON PARK \ % \ TOP=336.Ot PVC (ASTM D3034 • � a 4" FL=334.94 - SAND -OIL SEPARATOR v c a n \ me TOP=336.01 q / w 40.60 L.F. of 4"- on �,ti - '' \' FF: 338.25 ` FL=333.21 FL=332.49 J 15.74 L.F. of 4" SDR-26 @ OR APPROVED EQUAL. 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I3204 COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN , CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS *SUBDIVISIONS www.mitchellandmorgan.com Firm IIIF-1443 /1, ����' 'O�F­-�I .,'6..../.. ..n... ,2k ..*..* * � ....... *.� �-........................ VERONICA J.B. MOGA� ,5 .....­. �..�.....77689.....�.... .-.-- , .. , � ASS ,Au., , � i ; IV1K�r­" � � 0 j -Im I D . L M 3 .. y .. . 0 � .0 >1 1 C14 �:Im M �ia) 'a C, �. C Q,) j . :2.Y o W ai "z 0 0 ro N '14 i�j g ,,q . . .a L_ U) 0-0 < 0 -1 0 Y :2 i , of < < Gj- < m ��: �j a- :s , Q) < 0 Lj < I L. " t.Li 2 ­E I 0 -:iL .-,' Ll- < 1, a- :2 0 �)2:- , (1) < 0 L_ V) - z n - - < n:2 � L),t Q!: m v v 0 1 1 1 , I , ., V) C_ 0 . . n .L > Q) Q:f -1 I \ \ .1 01 . Z: I--.- z . 4i (J J Q� Z 'I (,D QL � ,.. I I Q . QC O I CD Q) -,j � - � , Cr, L,J I C.0 � *10 I I I \ \ . \ � - a 'k�� I & .. 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I . . - I I I I I . - � :' . � I 1, =339.711 1 1 ' I I I t Ile - - . I . � 6 E TP=339.40 11 *1-1 "�- " ---- '�' - I �' . I .00 . I � . :.. , �.� Q - go �� j /\ , '''-"I" /� ,. I : . . ��. v \ h 0 Z�.. �� "'.�- I � IqNk. -:---L.; ---- I --� � - .1 n �N \ , N �\ i'v .' I I � '� \- 000! -.." I � � - - I I' IN, / N7\.. .I,I . I � I " � * \- -33997 / '�� z l,I#00 ...: � I , I I � - - - /-", :'C(q ...'/'�xI,I I I ,. 1-11.� I -- I I -11-1-: --.,., 10�1-1- -11 1- -- ----'W- -, - ---- �'000:. . . I � , 1-4 . - - -- TP- .- ' \,4 o - / I \ �I i - ....\ N � I . TP=335.20 000, , - . �. I . �� I . . I.."...TP=332.43. I L . \ , N .-I , 1 -­ . i 'I r, "..".'-"'."'1---5 1�' -- .' - .. '�A t /11 � "�" "'�' � I 001, -1,17 1 e-11 :,�-'�'-�' % /"I%_1IZ-1 \1 - , : 332.30 \ I� , , � I TC=339.84 .1 :Ln1, - 7 � *Is -�- - , 1100,' ., 0A z . \ " I-- ----- e ' ��! / / . I ..** .-** � . 1'. � . I'll . F I \ V N ". L \ .It / \ , I -- - ,-- I , . I I . 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I '� - � i %% - %% � I - 'i . - - - I " P., , 1%. � C=334.021 , - � -1 I , \ �.. 1�1 f I - - - J,*�' I " \ \ .. i \ Q **-.. ' I , - '� I V .1 I 1�kl I - 1, "", /7 , . : -.,.,,.-I -11, � I N .-. 'N , -'L / i = �111 eA-1N'\ e I -------k \ . � . '..' . , ' - : . . rTC=334.89 ... I / IN ITP=332.67 � * -"- � N� TP=335 I I �' I " . � *0� .. - - "I .1 - . -- I ' ' .561 1 1%. I , - I I � � � � - "I : ' ' %*� - '/� - i. I- - --,! --." - - -111- I , - � : � ' , - I . , � �� � . I . . , I � . \tt , - I.-, T = 3 5.69 . *'-� L . � . � .%.� . 11 - 11 ' I -- -1\ �' I I x -'..' , � , 1111�, TC=340.02 I I TC=339.45 �' I -1 � ' '\ FTP=336.36 " --J- h - . I . .... A.- -12- I I . j \ I - - -- .101„, / � -1 " I . I . i . -A. . IL � I'll I .. .. 1\ - . , I 1". . N ITC=3�6.93 .01, . -cl � \ I . . � - � �', �� 1-N I - - ,' ��3 3 5�.2�L I � TP=335.46 TP=335.24 TP=335.01 !��'f ' - 1 . -\ TP=334.28 I . "�'�tr - �*;-" - I ' X ------ 7- 'z I .-, 11 I , / - . T�� A ,J, I I , I I TP dTP=336.701 I T' " - - , , N I 9=:� , !� I I --� , FG= , , ` . _ . � I.. / � 74 ��i' ! - - �-- ---:" , �5 . . I � i 41�41 , !Ss=-.-L, �- - -11 "I \ - - - 1 I � , . \ "I / L 4 - I - - - 11 I ' I '-� ' I I,' . I + "� . I � , �3 3 7. �77 �" I , , I - - - L - i i I I L^ i I / \ I I/ . P=338. / IFG=33 .0 I - . I � - , \ , : . � ' -7- � 'I I : � I I - - I I I- 'X I\\- / , j 11 � I � . I I . ' � " � i 11, �+ - Nb\ �� - i, - \ \ % \ , .) x I " A . %\ _ // I -\ 1 1 �� I' , I -* '� I I ' i I "� 09 _' < I �I .�' , \ '\' / \ I , i I I ' , I � I �' , :' I �\ '0' I I , i I , \ \ /"/ \ t I F � I I _ ' �' ,I � ' " , I I I - I . . I ; ; " . \'� -1, '� - .... \ 0 1 -""/ �' .,\" �' '\ -P , I -1 k '� " � 1 ' I � I I!i " I ... I / N%� I I ' FF=338.25 i ,?"I, 0 i IFF=33 . I - 0" I " I �'� . � �' ., f � , 11 \ "I \ " . I 10 i 11 - - - I -- k* ,\, / . \ .0'0' , "I A3� I 1 / i , , ' : . I I I I I ' I - I -el *IFF=338.750 --� � � - -,;% � I . M I f - - i I I 1� ' OIFF=,335.5 I � ,- -01 . IN \ IN. , I \ \- ' \ " , , Q` I,% I 1 : I I : ill z , ,,, F '� P , , -" ' - *' \ % 11\'\ " TP=336. 3-?f i I I I I I - i - 11 � " . I �'J 11� I , I , �% N : 11 I I I TO, . I ; " 1 , I �. . + -� � tr \ / \ '/ \, / , .. ---... I I . I - I : I ,I I tz I " L I 1, -I v \ � 1� .1 i 1 4 L 4 1 'L z- - - - � � " I 1% W \ \ / , ! I I � i �' I , Z I k E A " L '\ \1 " � I " \' - ... \ \ \ \\ '� Nv/ / 4, ` I FG= 336.00 Ill " � I � I F " i I I . ' 1* I \ I x ", , I * , "I I I I FG=336.00 . i - ' - . 't i 11 4.25 1 11 " I -1•% I I♦ I I % \% - '. \ \ I I I � -1 -1 - I - I I I - I - I ' - I ,-� I ", =331�.96 -14 L'- - - . �.� I F - - - - - - - - - '� " � - 1 17 1 �\\ N i I � I " .. I i'- e �) [� � �.- I ly, - I r, 4* �� \ ' , �� il -, - I TP � I I i , , �' -I \ %4 \ \ � \ I I � ' .L-L --- --- F I . I �m I L , I -1 \,IN\\\\ I I -" "\ "� , T I r L I _ , , f r \ \ --1 " , / , �� I \ � I � \ \" , " FG �' I I'll . � I ill' I i F I . I I I I I �/ ... 11 � I I, - - . i -- i� . 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HYDROLOGY * UTILITIES * STREETS ISITE PLANS * SUBDIVISIONS . www.mitchellandmoroon.com Firm fr - I ".3 S.......... 1 ... .'.. . . *' " . . . . C- . I .. . * *.- .. * *� - * .1 .................................... VERONICA J.B. MORGAN ....................................... . . ,0'-. -P 77669 ...! . . -.�" .1 I I . : .... / . ... \ . . .. .. .1 �.. ....... , &; '6 . . ... � ( , -711vivw- 0� j 6� . ME -�':2 , ---!M I L0 -;, 3 .51 `1.. �3- -0 (N >..'M >1 M �iN . 'D C a Q M U, �t _�, CL) � . 0 C) -C 0 to �- L.j 'N' z --,t .' LLJ z > t) "I � L: Lf) n- < o -, C) Y M L- j Q � ,�- .� S Q) < 0 < L- 0 - 9 Z LL-i :2 I 0 < Z - < CL M 0 LL 6 M - (D < I 0 L- vJ - z 0- 0- - < K) :2 U "d- orf , - � � � N - 11 \ z I 1� ' I . IZ � ; 0 I I q) I . - I > I I ryQ) I 7 k I' , - I I 1 , I 7 , - T1 � I - I - 9 oo '-� L-U) z . . - 0 q;< -Z Q-1) C1- Z: � I � Q I \ i / . (::) .� �15 r-1 Q) .0 -'j I � 0* -Ift-ft '-- j" .) kz ' 57- - �- I .1 I - I . a Al -.A �-- . . 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R28 R BBON CURB W J0 1 4" PVC LIGHTING T,P 18.34' c3\ \. \ \'< , \ l0 `S _--- :'=-" ""GIBBON CURB WITH r R28, \ a, FIRE LANE STRIPING', TELECOM CONDUIT ( ) m DOMESTIC $®'. ♦ ,3 ./ 1 11 4 rC'":` 'tea FIRE LAI�F�TIPING A�U.E� �,r ,- 4" PYc Ec ,- 4•' PVc Ec +' 11 WATER LINE \ `3 ^ „ �'`r • �. - 1- 4" PVC EC V ,- 4" PVC EC , > 4 PVC EC' PVC EC 1- 4" PVC EC 1s 4" PVC EC 1- 4 PVC EC 1- 4" PVC EC—,- 4" PVC EC ,- 4" PVC EC 1- 4" EC -I- 4" PVC EC ' \ ' .9 ' a , ..' '-°� , °' '1 " _ °�` `• , e * »!. SERVICE \ \, O1, l� (+� SIDEWALKu.4 I E ALK 1'•' I WAC � 9 dN ,= W F' EME 4 S DE K.'4, �_ �. ( ) \.. f F "• ; s > t I^ �p e. s TELECOM ° \ f T ICI W� HEAVI�`° PEDESTAL \\ \ ,°, ' ♦ ' ! BOA I ` —T _ 5E IC a /' ` PAVEME i .` " ( ) s '`� T - -__ - - -- , ,, ,t ,:"+-z ., .. .,,II , . -, ",,I"�; "\"' P \ DUTYN,. 4 S.S. N O \ c \ < 0 \ \ OS/� �"� E� � {.,. � V $ . r - W " " \ " �• M F 11 ._, 1'.. n' e�jt n'-Xi y i 4 TELECOM ) I « xJ F W FF: 338.50 \\� y Pw `EG :. y,Ct R' , `SE ICE CQND 1T J ' '\ ``' E \ s c$', , 9 "`^ 4 Y' F, M ji S VICE SERV CE \ ! K'; � y ] \; \/ I {TYPj (TY } W ° (NP d \ R ry 4 \ J C � > � A a . I 026 1027 1028 1029 1030 I ,, J I. 1037 1038 1039 1040 1041 1 Q42 1043 1046 1047 1048 I :.:`` \ \ x `` `, vl l a p� \ ♦e\ I� :' S. �: 1-4" PVC FF: 338.25 / p \ ' ,:`; POWER \ I\ FF: 335.50 ' ` 1, FF: 337.25 \ / :.� 18" \� ' '9� fa .r& �x" . , , :" , d I z. " ELECTRIC : ; 6 S.S. / " / '' wa< . POLE ♦ °t'-f2i � E`' 0,, 13 !r RIBBON C RB WITH FDC �. PRIVATE 7 4 S.S. / ti / \ °' TYP S.E.T.. �`, ,i• .� ' .1"a " DOMESTIC I \/ C� SERVICE .'� ( ) �y \ I 2 r,,` I , FIRE LANE STRIPING . FDC SIGN , o / \ °.° t.,.1. ,\ I WATER LINE +-� , r I DOMESTIC . 1 DOMESTIC _ (TYP) 13 li, �' .00 1-2 PVC WATER LINE (TYP} / / / EX. GUY \ t ♦® 1 ) ! ( S S SERVICE: I FDC WATER LIVE ISOLATI �' c \ WIRE TO \ (ICI ,a y iT FDC ELECTRIC I�' ADA • , SERVICE r' d / 4. / ♦ I O F (I SIGN yp) I W " SERVICE RAMPS' .VALVE. o REMAIN IN 3 \ I `/ ,9C� I I ,\ I� " ` :(T'�P) ` 1 .2' -- {See Note 2) {TYP) �. ELECTRICAL / 1; // 1. PLACE `< \ €< I R20' F` c ' \ J , ,, TRANSFORMER y" \/ \ REVIEWED FOR Caro :.: `.- r-"— — � v __ ° . _ _ �, r 18" COMPLIAN i ;' ADA ­ALAI 2 -WATER .: i= ,I_-_ -'... ._ -�-� . -=` - - 0 10 \ C E M 2 SWAT R` M E e° a :a:," M .-» ".. c. '_- T—__ _ - T M I,- a •. E ET R , J- l=, `'.-. -Q- .__gym. =s �.= ; !- y 4 ,. - €'. RCP r" _ I' .'t_ = .•- --- -9 --I MP 77-17 , ° .. ° a L _ _ --"-=b - RA R1 RAMP �' i�ETEF- -SIDEWALK 6 _,_ / P.U.E. -6 HIGH` CUL ERT ♦ `' '. x.- & - r _, „.. ° ..° •,Vc; >'='�2`V C •,_ 'PVC C ,-2"PVC EC —I- "PVC EC / ° OPAQUE \" y+"`�M 4 �i -- _: , � i enl R 1 vu ,' -#I` I 2" P 91- 2" PVC'Cc 1- 2" Pvi EC T—"" 1- 2" P C ECM 1- ` \ a, ` t _ 2" Pvc «EC 1- 2" PVc EC 1- 2 PVC EC [ '1'.5 WATIM , a 1-2" PVC wW00D FENCE \ \. \` t' 2015. , 1- 2" PVC EC ,°- 2" PVC EC e ` 11'� 0 PY EC 1 '- 1 PVC EC 1- TI PV C E ','� \ 1JU C.'1 \ ,', ' 2 18.5, # ,' ISOLATION' m ' _ __ j __ _- I _ ''` , t. 3 METER - t--- DOMESTIC ` -m ---- --- ELECTRIC ADA \ �. a ' `,�`-- -- - VALVE --- --- 12,r PVC I 9, 7$' s - -x tl -� .t �- WATER LINE ; t -4 PVC RAMP Kam\ m ' _ _ _ �, fT-, 15 ELECTRI I ELECTRICAL J`, NI .' I ELECTRIC 10 ss`x \ \ �, "'. COLLEGE STATION F 9 - (TYP) I `1 r (See Note 2)' . I TRANS ORMER ELECTRIC J--I (TYP) � (nP) t':'1, ,,\. 'c`. I I \ SERVICE W P.U.E. h ♦ _ e ', , II \ --� I(TYP) �- I P,U.E TRANSFORME I 88 , h CLEAN OUT \ \ e a DEVELOPMENT SERVICES I TYP Ir19.5 I (TYP) ' I v 6I� (TYP) 3 3 ►' TRASH \ <e e\ s ( t ( I 1° 4.I = (n'P) COMPACTO E E \ ♦. 18 \! '.; I I I L J I GRATE 4 S S :.. PLAT FILED: ,S w'.:<�, �. , , :.w/ R \ S.E.T. • I . �". t�. ,:...,, � ml,=... �,�.� 4.'W... t. ,. �-, I � °6....... I,. r:"'� �.,<:. • ' #' J R19.5- r.�., �;<�•.r�-:, t..>...��>:_ �' : c�'� o �. ..r�y� �, s' .�a�;: �. ... �;:r;� t .. r;: n: 1 .. ,., . . <... i <�a:. � �, I INLET PRIVATE G E 0 Y \ 't',- l2 I R2 W / ." - FDC R2' b I I R2; 18.5' ,f,• I/' \ \ �eee,`e 9. �, ( ) / ( ) " y` . / _ / TYP q \ ---- - - I---------/ I Err --------_---- _---------------� 15' . , —�P) , .I \ \ 1-2 PVC =,o WATERLINE .SIGN 15 . 6 I "" z g. \'.,. EX. 6" \ ` TYP g' #' rr ' NE F rr P.U.E. TELECOM SAND/OIL '' R46.5' ,n PARATO R 20' 26 ELECTRIC Q°c 20' ',, P.U.E. STRIPE .WATERLINE I 9 /' PEDESTAL---- - - M ' "CLEAN 'OUT Y " " ` SE '' ° y>,_, \ ADA WELLBORN 1 % --R 19 \ I P.U.E. (TYP) ,. `', L P.U.E. (NP) \_ I f (NP) p _ - " .(TYP) w " . w . , TYP .. " . SITE N\ RAMP'' WATER LINE ♦ 't,�. a a o g" 6' B-WL 8-WL w� J ". %// ,° I _ - _ ( ) e a LIGHTING ` ' :1�" \ 20' WATER �: (I .Or, ' R2' WATERLINE WATERLINE . R2' 11 'I' \�'-," .. \ \\ LINE R2 , -., R8 ..:.. ^ / �1 .... ,<,- �._# gym: s. R2 �S' .1 .� W1 � a 13 :�.#� t' try• i t:r..:.. r:' c• < �� r• .. �t wl I < « : � � 1 ,..� _.��•� :�::.1 ' �;��°o �::. :.. • �'' ,' 4 .. s , :6 .. , . , , �:��' �_ , ... �.' u *.. �" / EASEMENT `. t 1, _ J /___.._ Wn. g"„ \F_ of \, _ I _�— _ _ _ I MAINTENANCE - - -- -- -- - ---- --�--- __j - --- - 12" HDPEa 1114 347 . / i / 1 15 i' ` 15 STORM DRAIN /%,., y L `''.t;a. ,�� 6.5' —�o SECONDARY \ ♦ ( / ) t _ " ° I �j / 8 B D�a PEDESTAL ♦R / . 4 % U.E. f T �- ko I g•; 4° + LF I 20, / VIA /.`�. I I P .. , 20' P.U.E. /i'. "'>f3.,a- ►; �ti` 1 ,......... p` \ & r \ 10 I / ti ; I 9 // - ,, a ' _ , ELECTRICAL �: P} / _ I SITE 4I (TYP) L - �/ �fF'ADA' FF' 33$.00 % / 18.5' ,I \, \ ,` EASEMENT ° 10 1 / TYP 8 \ 4 I I IP.U.E. ° /� R. STD. FIRE LIGHTI G ( ) I STD. FIRE �/ s` RAMPS / / ,', II (nP) \ �>;, �.. \a BTU , II i ,o % HYDRANT CONDUIT�\ I HYDRANT ( ( / ) w.- .1-11C EC«�., .4-1'1-PVC-EC-'. .. ,-7'_pyC..EC..„ }.Pi.._Puc I i.. 1_i--pVC...EC �.' 1_1..,PVC-EC - —r ,--.:.,.1-t..pVC_EC..« �� p - . � D. "sQ - F 9 j' '� \" �.a': *\ `�7♦° `x `. ,. ' I / -I I I SITE .//' 8' `....» - _.___I ,/�. a �TY - ."$`'� \» ♦��� , a n. _R2'., \ `\. ',< ,, \ \' "`, EX. 4" SAN. .,L. I. k� I I I _ I ;o" / ' SITS e IT LIGHTING �' R2 i ; ` ' R'n-, _ �3 , 1, c LIGHTIN I >' 54 _ 9 ems"; ` CX . I J I # vc i g' TING LIGH G a // - - - - I;'Y e,,, ' 6 \a SEWER FORCE .> I. /,- I II . -1 / . Y a A7 / — 1_1 -PVC E - 1 PYC-£(7 7— 1 , . ° 1l� � i- ` /I 20' E (TYP) 20' d 4;e I ', i SITE I `` I . ' r (�'P) G.c� \¢ ,, ° \� MAIN - C.:,._- % I r;, SITE LIGHTING '' I SITE 18.5 \ ,\� \ :'\yam` 1�`"�� �. �STYP (TYP) I I 'Q \ ., ,\ y c, �-- ,._H�� , €` LIGHTING "` ,.: R12 TYP ! ', i 6e R8' �: R1 :� T ti 6 HIGH �§a'«.t\.::,,' � �� , . 1 F , t CONDUIT LIGH ING ( ) \ \ ,, ° \ ` ._. 'At g.. c - _ .Q° 1 I o -. -�-- .w I I i I . I I ;I // t ,' 'I I R10' OPAQUE N. ,.>' a, �. a" a &' d s I3 .. S• 3` �r<.' 'N' R F r R2 �� s ~t !,.#� `'i:<, ! <-.._,.-_ ....W..y- :t k ." ° t E::'x•s• .P' i,�,u;.. � @', .,'re. "F�'.i C.�°':.E".°" t,... $� is s F#,% [�:.�' ��. ,� :."z /-` A r \...yr.. 'a .` `"*"---=�.1 �P = �,/ `R12 R2' J I$ a .. _ R2 WOOD \ �/\ - . \ , R2 R2 - --- ---� GRATE y/I R2 r "," . R2 _ ,. > „ M R13.5�m \ S� ; \_ " ': // � -It 7---- I. R2'M to h2 .�.� ,. FENCE �\ ��; \ \'•e a a ; 18" HDPE `"�- ��, INLET /�/ v.a-.. �;' .\ •� , a ,,l f t< P am- - �` I I` 'iC,' \ '\: _ '�� L 10 26 STORM DRAIN ;' FIRE LANE L�""."rZ ( P) ", 1'0' " ,26'm `°; - . ;tt cs ��9 \ \"p m` P.U.E. �; STRIPE TYP " "��44,- -fir / ` I. I ...:,k `,, t>,t3 -; . _ 1P .�> 's* ♦e \ �`e (TYP) ( ) _ .. -LL- e , : P.U.E. _ - - . (TYP) ,,� R3 t6 '� - . \ 'x:'. c ... " ' .,_... ` , LIGHTNG ' --- r- "" --"" "" v" : - . �, . 1 I I I - CONDUIT!;: - _ _ _ ... _ _ e \. �- § s t '•a,' , "' 3. <« , ".I- 7,s € ..::,4 :§ :' $ �• .... °�i $ • ",`fi7 .°1 . < >,...1 `.x P<. , 2rY i'" R'.,. "°; $` , , i. P ..r, .",�Y, 4 k, ,��a - ° # '[., ro:,# . "°i" .. a :V i i««# <<€:. #`x 1 Q i $ 3't','2 «I '`" y#'-E U # .R f1 , ..3 1 »,.ia i#' I r\ , w. . ............ ..... .. ........-.............'.... .......:, -. ... ..-.-... .. .... _-.-. ... .... ... .. ......... ........ .... -. .. -... ..... .-..._.. ........ .. ....... ... ......... ......... ... I..... . .. .. . . ... . .._.-. .....-... ...I..... ._. ... _. _.. .. _ .... ... .. .... ... -..... .... .. _... ..... ....... .. .. ...... ....... .. .... ...... .. ._ - a - w .. .. .......... .......... ...... .. ....... ...... ... » < we r = g i 20 blldln etback i I i ack ` p s ) a\ .' 9 ) ¥ £.. 1: 3 I.. rI I I (20 bu (ding sletb ), ,g ,12 M SITE -i( \ \: POWER , I g # I 1, � P LE' 18.5t 9' 110' i t I 10' ; 9' 18.5' I II ; 118.5' ` 9' LIGHTING ,.' \ fR' \°♦, t P.U.E.:I JJ /' TYP (TYPj _ I I s I I I I 1 P.U.E. , TYP TYP I I a I I a F TYP y) TYP � • I \ ( ) --- — —'--- -- -- ----- -- -- ---- -- -- -- -- -- -- -- --;-- -- -- -- -- -- �— -- ----_��_--—•----..........._...... ........_ .�...—.. w....r....—, --�——�L.�---- -- —.— --� _—�.�—L-- —--=�"•.r• - .rd ° r R _ _ ._ I _ _ _. _ I -i-- -J- I --I- - i - --L. - -_ � I POWER POLE __I__ i - I - ---- ll -- I - -- - , Lxi a �.. ..» I I - -- _ t POWER POLE -I-,-. _ - -=•I --I - ----- -- --- 1. I - - — J `— 1 � I - - 1 I I ? € � # 1, -� TYP I ( I I - t - 3 I- as I-TYP 4 s ; - \ > }. 0 30 30 30 30 -30 ' - ,1 +,, ', _ ,' VAR. WIDTH VAR. WIDTH s , ° \ a 9 - _ _ . P.U.E. a'a P.U.E. _ - i \, \\ - " ` * 11270 163 �� `- t .1 270 63 m _ \\ - -- --- ---------------------- r----------------/,---_----°------_-------------_------ �---------- --- -- ------ _-____-----_--- _- - - e i" s°V / ' / \ram — — — _ — _ �, _ �] �k4 \� ,<. . A --FO FO— —FO— . FO— -FP—'— -F0 F0�-1-----,'-- %f FO THE COTTAGES OF COLLEGE —F° _ F;�--�- FO FO F0 FO FO FO °°„ FO FO 4 p° FO . r. r \-a / _ \ r'Y/ // STATION PH1. LOT 2R. BLK 1 / I L//' ��!,. - o `'a \/ ' I I / / , // COLLEGE STATION PROPERTIES LP. /k, / _t � \. . - .. - - . ' �O e' I /i / ZONING: PDD \ ^ �, / _ ,. , ,:•. : a� } , A.n;'" 4 `i `I - !",` }r 11 I., -� ,r�„ � L . , i . I � � '-1 , .: T.979.260.6'9°63 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorgan.com Firm F-1443 6/25/15 OF T �P� . *..... '• .*................................. r. VERONICA J.B. MORGAN ................................ � :,.n� 77669 V : 2 °G/STel.,.,��, �SS70NAL ECG {3 v L,uj � S: `.L o'n �,m a°mY �Q'3U a)Fn o � o�0 n N Z>L LUOfn L: N.ao O ,0Y:2 -0 a 0 g L- W Q U jE Q Z W Q 0 Q�O0 z U�cr m O N ctf Z --�. " J 1 w4z<T "Z I QL o f--.. 6�5 CC ) , :::) =a `J� , �; '`4-.I So 2 IPR n & . I LEGEND __1. 1�0 II , . I ,\I\ ,\ : \\ I ' I , `A . . ... .. - '. ..... " .. .... .. 1. I -�__- ' ' o"p V NE-C " . .,4 . .lkl l , Property Boundary -__t,(_"I \: \ . -,��," " 9 5, Setback Line I- \ A \ III 0 "A.,,I ____ Easement .-_ ,I % - O __1MIM'-___ Fire Lane �_`\, \\ ,� : \\ \\ )J1 I#. _ .94cC "II lIL �5,7I. f -. , � Water Line _\ \" \ \ \ tlI "I,0 ­-0__ 0$ 4 Q t( C �\ t4 20 f,,t- rr(JUNCPON BOY ,., Sanitary Sewer Line _1 \_\ \ \ \ !o "�'1!l / 0 .'4C Electrical Service _/ �\ \. \ \ I lncg%' ----Contours -��/ � \ \ \ `' - I I ROAD PLANS) ''4C IQ t\ , 0 1% _"�A t,CAV \ \ \ LOT 1 R II ,l� Tyc"e_/, ",//, 00,­ Roof Overhang - _1\\ \ 5 " 1\ ", BLOCK _ POWER \ GEC Right of Way (R.O.W.)- • _. POLE \0 X r', ' FDC Grate Inlet "-\ 1 \ I' - C -'A Cleanout Fire Hydrant \ _� \ ; \\ \ 00 \ I: Sireet Light NWater Meter _"\ °" 0'_ 0 1. 0- I, "h. : , 0-6..,lQ 0I "4 ,*° I - 0. " rTransformers 1050 Unit Address \ 1 \ I \ 1vI ­, 1-4" PVC ELEC�'I ELECTRICAL I, � \ \ . TRANSFORMER ­ \ \ I_1 0.0 10, (JUNCTION BOYS ,I�,II 1Building Number Il\ \ � �0 1(Y) - E ,J\ \ " ROAD PLANS) -�Sidewalk Area \\ � \ \ __1 ,4t jr N_A.'4 0 J,1, _,1 "kI 0 _ ,_- ,,­,ti - , '�1, " I � ... ..... t �_ t dop 00 , I A 1, 11, , " I 0 I" .., Drive/Pavement Area I \ \ , 1, ... , , I � , '10 I'v .' Ov 40 A - I " I \ \ , . __ I I I _ �_ - 0 . ". I � \ " . 1, ­ + .� . '\ I I ____� : ". 9 .� , \ \ I ". I . , . , i - I Heavy Duty Pavement Area I \ \ I I , ; -.1'' � \ 00 , " \- , I : , (n ,_ ,_---� � , I % I ..... -_ 00, -6"PVC ELEC 6" WATERLINE I �_* ____ " I \ \ \ I I l- 11 \ "..4 C 1 (3 $ 11 640 . ­_ Building Area �. . I \ __3 . .I I I . .... .1, I " % . , (JUNCTION BOYS . (JUNCTION BOYS . _ _.� " .,rl 00 .1� .... . � 5�0 \ �, \ . I . .. �-� -, \ I \ -_ -.1-1, NOTE: . " 1, \ \I-- I \ 19; I "I _,''....... _­1 00 7 - 1� r C11 ROAD PLANS) , , 0�,� , � ROAD PLANS) 4,0 l,_ , . I" 11 - -_ ..". . \ , . �1'1 Q - 'kv � . \ \ , . " - . ... . - 1___� l, � 1, ­ - 1 .4e - .-. ,- 1)?-, 1 , All Radius & Dimensions Shown ore l ...... I ..�, I -.,O ... -_ , . i __\ \ 1z, .. ,,.�,-v� � . , do - __ .. \ I . - . .. . .. , Measured to B/C, Unless Otherwise Noted I __�_ k I , . ,.., -1 _____� 40 00�, - CC 11) � \ 1-1" PVC ELEC tr, -1 ... , , \ ., I ! 1.5" -*� ' __ - .. .. � 0 - \ \ , 2. All Isolation Valves Shall Have a Lockable % �"_ ,_ 11\ "I 20' 1 1 , ..... - ... __� OOV - %,- A. 0C '. I � (JUNCTION BOYS ", N. 01 ;\ , " , -1" PVC . ELEC ,_ WATER IR " ­­ . Lid - The Lockable Lid Shall be AMP or __�, I _,�_ \ , \ P.U.E. ...l." ___,__� I 400 % C. 0 ROAD PLANS) I V_ CD - i5l - I Z,." I ': ,,, ;\ \ _� , - , .- I -_ :���000 ,c """ METER . I " \ USA LL562 Locking Lid or Approved Equal ­ .., I - . (JUNCTION BOYS 00 4 " "I I * 4.. LIl I 1_� I \ \ - I ­ . - _ 110� � 'qc , SO .o�� .. . '40 Q . 1�1 W_ ... _..... I . � o - ___ , - ,- � , lot, �. ", I,, . I - , ,��, 1�' .40 ROAD PLANS) 11 -_ .. 1� by the City of CS Utilities Director or his 1. I __ 11% I \ \ _' .. ,_. � - 0" !!� �_ , � .,� , I ol- _� 9 . I .... f, I \ \ 1-11 1\ \ - :�_00 I-- o ... DOMESTIC WATER 49 � 4­_ o -1 I . Designee. 1� I-- -1 .. . ____ r I I �'a, o,-� �, ---' "t lop �_ pws - , ,,- , _. �_. LINE SERVICE P.U.E.4 -1-1 __111 \,,_ - \ \1 , V \ ..-I.- _�_, " .,qc . 1-2" PVC ELEC ,' \ ILO ,----' � I �� � , -_ .P... - .10.E. - % 3. All Gates shall be equipped with Knox lock. � . �� 'ev �11 � "I, , P __ 1-� . . . __ 'k- ' 0. I ., � ,,,,� , . V.-4 00 .- ,,� " _. - . .. ." , P 11 11-1 . I " ..1. . . -` .,- .. 1. (Ty ) I- \ \ �, \ \ ,. ___� t. . � \ � r - I I . 4. If all pavement in Phase 1 is not _� '. t \ ­ �_�111 � 0000< (JUNCTION BOYS -_ I , � 11 ,_. 'A, � - �, .1\11 - -_ I _� _­ ,---- ., 00 \ \ \, , _0 _P4 ­ ,.�7 , . � completed prior to bringing combustibles 1�_ . 1_� \ ,\ 1, \ .� __ I I I � 40 C . I . \ \ . ,-- .,---,-I � . I I . \ 1, \ \ - ,. - , ''. � . �, 40P ROAD PLANS) 17i� \ I,-,- " 1 5� '00 -_ . ..5�e�? 4 I - 16.94' , on site then a turnaround for fire vehicles I I I . - �,_____ " 1� tr I I I.- I I . 4 ... - I I .Vt - %, do" :.;,- � - , )0\.-' �. A- I I 1: I �, , . \ ��- -_ --- .- _. -_ �� t 11 \ "'r, - , .�� '. 1.0 _� '\ y l . � � . -.)p %, � will be required. �_ I I I � . ... .. ;___ 00-10� '. ,,IQ f 7 - N (�D,.- ­ � ., I :. FF: 334.25 "'. . I 1-1 - . V 1, \ \ ,. ,. , _ 00 I � 1-11 N I I � I - WATER �, . . . . i I I \ _z . I I ... - I I ­ . , ... . - * '- _' -­� "M __ __ I \ . 7�7�>� d000 , **- , _�el�� \.\, - �\Q ._1 .. -1 , \ \ I. 1� - I - METER - t 1� � . I I . - 1�' - ,_,4c C. I � \'t�r # I 11 . ,I, .- ­ �_, 1� I .5_�� 'I ._ - ,3� 5 , " I \ \ \ 000010" . - 1. , Ile ,_ . ..... I $ ,'.��\ , , I­_� .1 \ \ . . \ \ 00 I ­ #,�_. * N &-- \.,d�r� . I I � : t.1.1 ,­ � � \ . , . _� I \ . .N., It , f1r. �\ lvlc/- . . I I : . * , , - - � " .\ I "Y 1: I 1. �- f Q ­ . �1. r,, t I lik - w .�_ 1, " *'... . . . I .-_ - --" \ . . � \ \ ...\ I I ,Q , -- ,5 ;;01 - . � � � I , . I -1 .,-40 , . , _­____ I o 6" WATERLINE . I I - 333.75� I I ., I I A FFF, - - . . I I.. I 1. 11, I . . . 11 I . t � _� ,-��,.. - . 4f;�, \k ,.-­,,,t, ,; .1 � 11 � � W >_,� - ,. I 13.91 .t . , 4 i I . I % I \ ROAD PLANS) I�A � % �, 0 WATER Ll E . I CIFA : 1- I : I - Ill, � , - I I I 0 _.s- -_ G .Pl- _EAN OUT I I \ \ . I .1 . . .. I N1, * 00 - I U, ,\�, � 11 I \ fl-, " - SERVICEI '( ) 11" : i I. . I . - . I I - - . v . I , I . � . " \ \ :._­ \ ,_ N .�`,,I . � , � I .4 �. ... . , "I � I I . . t" vo ic I , " o .�, I .. \ DOMESTIC I \ I ­_� . I # l " . \ .... \ �_ ,�-_4c - , (JUNCTION BOYS o-f-, I Owl' I; --- I I - \ \ I I . I I . '.... N - - - - .- I V '. M, I � , � )_,� , , I �? I NS) __\1­1 . �v �, - ", . � .. I 1 4.. . . I I � : I f � " _. \ _,��, i� . � ",�', " . ()�? I t . , , , � I . I I . ___� . I '\N I . . , - - I I . I , , % # o , . �� N_ -_ ,...... '(TYP) I , . \_` I I . . , - 1. � 1, . I I .1 . I \ . .. , 0, . \ , , \ I .1 . . .. , � , 1. . .4 C. \ ­� i 0�� I �- � N I i07�1111 I I \, " -1 . L_ �11_17 , __ I �. . . �., I 1-1 oop , � % b'5 . ' '" S.S. . . , I % .. I , 1. \\ ,_';';*;, o __� - f (Ir� 1* IFF: 333.501 - , ­., " � e Ill I I \1 _� . I : � I _ I I � \ dolp , - �.��11 -, � �;. - - . . . . 9 I I I ­ �,�, ,�ot� � PRIVATE " I .- 1�, I I I I ', � ". , � _� i000- - I I - G � � � "I I . . 1:� S I 0 � , . I ,\,. - 4.Yl- . I . . . .� 0" -* " � . '� ___ -.,) >__11' . � 11 400", I- �'L : - I 0000 Z\ .i� >1, _,__ 1�, T - * (TYP) \., , -, , 1 400 \ -1"PVC ELEC 1.0A ,- , � N, / , - - I . ! , _--e V \1 \ <-, - V., I , 1, \1 - _< � 1 20.24' ... � . I , I __ .1JO �� -, I 1­�� - I " _,-�� , ,..,.,,,,Ip" , ? - I / / �, " � I I ­ .. 11 , _, *�­ - \ tr- ­ . ( - :, 5 ., � .* ` . - . ., , . I . - I '. � .4c ,� " . 6�- � .� � ­ : . .... � \ 0 -.,,_,�'i " _,-�:�� ` � � �Ifl !", I I � I . , I 4 '. (JUNCTION BOYS -, G .�� , 6" S.S. ­ .1 I I , \ ,k�! 6 '. , I 1, ,e .,e .. V % _ 1. �, e I , z - 1 0 . , 5 . - _ __-�� I o . � . I I I ., -1 0­1 , - - k , \ _1 _�, % "I I __�, -1 I I 4 PRIVATE .: - -1 � 0o"" . . -, . ,, � V�� ­- A, ..... I- 7 1 1 � I ... � . -%((TYP) I :11 , I � . � - , .110 �\ ROAD PLANS) . 00 .. ' I I 1% .. � HDPE �� - V_[,01 ll 7 . �, 1� 1-4" PVC ELEC �_ . If 4.- / .-, , \,L�.: I � � ", � - I I" I � " . , . 11 ­.­ I----- !f� , ;;" o ill ` ­ 1. � I . I � . . STORM DRAIN l I I 0 1 . I �­. I- - �, 0 POWER -1 � I ELECOM " � fl, I - � . . ..."', so "I . -1. 0', �� A 1,5G,\A�1 ­ � k11 I I f ty, ". " ,.`G ----- (TELECOM WATER =-= - _'. I ___- - - . 11 I I ...%5 I . METER LR . 0 S,�� . � � I _ - I I . I _ , , � � .... 11, . ,--,, . - �, I I'- - . � � ,,, _= .. , - �_ . -2" PVC El " - X. , - - -1 - VC -EC- " 1-'4-, - -_ 1210 '4". ,.Up .- , " �'.. -1 . , ROAD PLANS) (�� ,))Is� -, 00 ,q _5 , (TYP) -"��--"- - - - __- TYP) �, .. I : t I I - , ..w I / .1 , I. � .-I, 400 (TYP) __,l, - 'I, 11 .0"' '�' - _�_, \ ' "��'"' ro I - Q -6, �, �, ;" .10 �� � 6 �, ; I . 1 3 EC V'� L .'Ll " U _� � t_6 �,Li� �p ,' , I ­ I Lvva4,c ­ 77-.,I-, P, 6 _"__� - , I ; I. �_­ � ____1 - � I 0*0 - V - - 4' - 8" WATERLINE 1�1 I b ..-, � . �_ __�­11- , .. .... 11� DOMESTIC ,'I . \ I . I .-i.1011 -­ - I -� . . , , �1, _.� � . I l - ., - , t", ,��c 0�-q 1-1 I . . I _ -_ �� -I' 1, \\ __� _. I ­ * 10 ll, o I , , . I I I . -<, I - , S-9 I 11 I . ". - ­ I I - I - �_ 11 .-- P.U.E. .Vl. -o I [# � �, I I f I . .. � * .! (JUNCTION BOYS �, " ��� I , �_, . / - I I I . I t�l 6 6 M � . ... I 1:,�_ - tc 1_`�,, I I !. * 1'± I � '... � - ROAD PLANS) 1, - - - ,_ f 7 , 00 't D� ,I , A � .�� __1 4 � SERVICE' . ­ I . . . .". , � - 4 �il�;. - ..... I � , I �_ ­�.,4Q . I b 14 , l.1.� _ SERVI - "I ' 'I 1� - N ROAD PLANS) `t�'- _�_, ,_ - I- .- _r, F Z 12, ­ . . ..- - 4000 , - li - , ""\ I .. (TYP)' j . " , - , W, ", \,l 914, 1""\&__�11 , - 1�,'71 -1 , - ;�00 _,� I ­� w � \1 (JUNCTION BOYS 11, , __ 1' --c--.-. ,,_ -o", 1� &V I , 1;,j '. V-4 C "C' I - d' - I - 1. CE : 1. ., - , , . w - - -_ , � ^ _ .- , do-*' .1, 1, V,l , I �i'l - -, - I- -_ I-- , *�,_ o " I _ �� . 11 P) I I .. ,>� I ­ \" ,_ " � 7 ,\ ,_ I ::;�_ , �_ E. . I " �-A"- � (TY , . ...'.... . - ��_ - �"",' 4� ___� \ I - � , - , .., 1. ,� 5 ... 1: / � � I I - 11 . ,,,-,- - , ll�� I \\ -• "', ---- - __--, .0 - - - � 4 u , . t I . , -_ - :7� j ", , s� -_ a 4 .. . � , ­ �;11 --li lk . , I;- .11 -_ �_ . . - .. l," , I I . . •I - - - SITMO DARY - I '' - , -, " I k, �, , _<1 �k .. . .11'. . � I . . . 40 -!��f_:sl­, Z_ El I �__ : . .,; - . 0" -.�, - I I . � , " I I .• I . . I � � 11, '. I : . -11 _� 1. . .., S 2 PVC - 9FC \\ - _--,,,- : 7e- ,---- " , / I 1, I X , A ", 1, . I I . I - 1�11 (A z I& . - 1. � , I % � 11. I ..: I , '�, I . . - � . I I . I ­ � -1 �. ____ 00 �- -, ') I ,_ : , I . i ' PEDESTAL l,, - ... . , � " to , (JUNCTION BOYS 'A', Q�v �, � \ " 11 1/ . . u " 00 - - -1 1;;�I 'I" L " I �� I � " � " - �� -,-,-' ---- -- �_ I I'll. � I - / i 1-4" PVC I I . -I I -, � ___ ", . . . � . , / ,. 7- 1 z, I Ll 01 71 11020 F1 02 11 a. I 1. .. ­ ,_ A,- I , , - �, ,,- l \ - , - 4, � u ' I , I � . , - [T ____-,�� _,� \ \; \-,-, , // / / , ... I V � " ­­_ - ' ; I '' I . - . -_ TELECOM , p- En ...'. __1 ,41. - I ,_ ",_ 000, , � . %_ I -. ;" I - _ - � _,", �, __�, .- A I TELECOM ,, . - I I _-_�­ " ,�, ROAD PLANS) � �, is � \� , _ A _� I- , , ­ X1 - ..". __�,_­_ %� - " , - C,\\ I , �, . " � " __ -1 - . I . I - " -, I -1 . 0 : " . ,� I ­ . . I .. , . . I 'I .,:-,-- __ , ,i�,­_ lic . k 000,0--,��, , ,�< cc .,. 139-!-' PEDESTAL . I., I . 1. -1 I . I . I ­ "...... . " :�_ I - - I ()Vr . I I .. :", "�� %u, � , I I ... ..� . 1�, � JFF- .. %11. . . �' . 1. , t, . ., .: I . � . ,._ � ­ ! . . -1 D" I . �� . I I . \ _,_ 00 .4. , l)" . I� I I " I 610 "I', 1P � , �, , �,� / 1-2" PVC . . 1, , . 3342 1 P -:,-0 ( I �15____ " lo, \\ oOo 1.5" , ;�; . . I� 1,'_I 1 .2 1 � - I . , I ,o , !, - ,�_,. I \. V4 , I- , - - ", (TYP) " RA E \ I . - A . , bp,xj - � I ; l­ .. ��, � 1, ,, . I 41 > I . :. I 1 7.4 ' , I ;" , � -, v YA I 1-,b, ICI �_� ;,,�- ".1 1 : I ., I 0 WATER --- . I / I ELECTRIC RIC Z, I I , , , I I I \' �- - _- I ��� , �ye , 1, ------ CC I : 1. "L T I I � I 00� , I , - - , , " I �f : �� .� , \ G ET Ix 4 X - . I ;V,_� , �,,o - � : - , C , -� t'� "'. , .­�\ , - - N ; ... 1,16 . � � . . . . -, • ,� I �� . I . I I , , %, I- I I I -pl, , , �, �.. . . . I" , . '. 11, � , k \ . . � I I I 1, . .. � ; q, �. I , - I ' . . . . I I .1 . I , I I . , ", ,.' �, I �­_ . �� "I ... . NE I 11 I I I -, % I , . . . � .' 00 l'-' DOMESTIC I 11 ­ / . I . i: .V­ . ".. � -_ ­ I / I - I '_��, - - do" � , � - DOMESTIC ___� . - 11 .1 � / / ' . L Effill'lll. * , ' METER ., "qt , � . fl'�- - I " I , , , 0 �� '�Jl _k , I ,�"'­ �j 1�1 I k�� 00 . � , -1 , .1 .. W / 0 . 11 Al , , .- . " ,�,TYP) , \ , ', � l P, )" �. I I ,� , , \ , 0,,�, ,I , � / . I il� , , . �� \ , WATER LINE &) * X . � ., I r - . . 1.00 .,�,� ' ' ;* / CLEAN �, WATER. LINE ml I op , 1, �, 1, I . 1, I , ­­ _ SERVICE . I . I- FDC .. ISOLATION , � I I I , I . _k " '' I - . , , I " I z � � ", � � I 0,� � �� � :1 ­.1 . � � ,,tl� , , " ' I , 'SERVICE C , : S I OUT / (3 , ° 00 , , , ____� . \ 6 \, �, ,o,., �,��Q-,-- - IFF: 332.L5j .- .".: -.' I (TYP) V11 " . 11 I . , � I VALVE --'-I T . . ,_ __ , I , 'b, 1, ­ � .... \% - I " (TYP) I I ' . I 1. I " I �'. I . I . - , I t I - - � . - . ( 1 ;;15��_ 1�111:�Pll , I I I , I ", ". 1( I 0 11 I I I/ -, .ft I ____1 = -tee , " " - _- . .1 I , �:_ - . . -, I ;� - - �3 \ 0 �5 �,��'," -_ 1 17 , . .. I ,;, I I , -� �, . �, I . � .". 1 , , -_ � \ �0` - - , - Ir I � . - " I I ,._,, , ,�i� -3 - , .�.� .: .:� �'­ . .. .... . I I � . . - . _,:5_-�,, .. V . I . I I I _­­ - l - I - - '. - �.vo, , i• I --',s� , 1 11. N , - . _.� ­ 01k, I _,' , , -, -_ I I .. ­ I � ,_ �� '" ''I .1-­1 � " I ,,, U dll; Wz- � ,� - ­ 1. ­ I . ..", I e� % -57: ��. � I . -�- -'-R4,5 -- ' ____ . , I � I . � :., � V1 ,� I -, " . " �� I., � I � Ak . , ' ': �, .. � I 11, 11 , � I , I �, �, � , - " - -__, �__LIGHTING , I , I ", 10 " ' ATE SITE _ 41 � , . !;\ , __ . I'll "'. " .. " I I I I 1, ,�_'-�-,­� ;.�� ­ 2 .' �lt o; .'� _ . U \ � , - k 4-�� , - , - \,!� ' I _% * I I . I I I . -Li- , , 1V ,. . W .- � � 'r, � 10 1,1/� , .1 . , , le " - , � 5 �, '� � " ' '_ � ",I I Q ;��� ,� � - :�� '� 1, I , � w. , %d ,�, 121 � .'. , _�_ N ­r,,� ' \'�:­ 2.' j I . .'l,'l, ,�­ .�, '.. _ . \ ly 1��_,. _ci �k I k I � - - ­�_ I , 1. -_ 1011 : T ', _ � - � �4 0 WATERLINE I . . 55, 1 1. I 1\0 ��, 0- 1 1 �� . I � . I .. *� � T\ * - I , 'I ,I- ,4 . . c P.U.E. I 1, \ " I ''I . .. , .. . '00, 11 t* - , �� _� \ : � 1 �6 i ...."_- *­, I . J ��N (JUNCTION BOYS . ": . " �. I I 9 # � " I � . - - � , 11 2- ! ru ��`J _. . �c �. , I . . k , 6" FIRE 10 I ,__ ���4 N .. \V � 11 1, �­ 0 1 4­..•- �, 0 , k �� 11 , *f I _"� SAW SEWER 1 4" S.S. I - I I i � - ', j.-F,\c! ,- 2- - � . _� * ROAD PLANS) ,�(' \1 A ­4 I ,,---� LINIt. � -1 (Typ) - �V.E . - . ,,.l,e,'-- 00 \ i, " . PdG slcN l I . 1, (I I SAN. SEWER . I 1. I NATERLINE .. 11 11� X '1* \ l . , l - '�_ � ­ I C, '., g SERVICE I \.j �t -, ()...-T- I SERVICE , I . .18.5 .. I . �: j :1 4" "�., t I . __ I " ", \ 1, l.4 "::_,�Al� I— 00 - �,.,,"�," 0-S I \� I ,� CLEAN OUT � , ­ I '. - . / .1 � . 1. .:�. ISOLATION I 15' � 1-2" PVC I ,/ /.. .11,1111, I N� I F -91 1, )k � � I "I - - � (TYP) - ,.:" I N � . : (TYP), . . . � . - � � ,:::�,_ i � ---- L - "'�A , _;.- 1, I . VALVE. � \1 ,;. ,qQ : � . . � \ , I . �, , � .lo, �o - - - - �__ - �. `I� \, 'Z . . 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P) . ____ !!�_ - " � dommommommuN7 � 7 dommummmor" 7 �* I " � I , THE COTTAGES OF COLLEGE " t PQ � I \ POWER POLE - �J��zi I __ - I L : I -3:�� , -7-- L 1 POWER POLE z � ­­_ _ - I I , I 1_� I I (TYP) WIDTH , / I \ I . � . � ,�,:,­,�vo ------ : / : I STATION PHI. LOT 2R. BLX 1 I'll / ----_ . ; , I I I : VAR. I I � : � . . , ,� L. ----- I I � P.U.E. 4 / ." , I � 1 .7.: , (TYP) / ICOLLEGE STATION PROPERTIES _ . -- -: . , , 4, 1 - - - - - � . . I-, I*- ,\ , - I PV- Y§ \1 - - , ,P I -----------, . I , N -TO 163 - - - - - - - - - - - I q( NN ". � � � . 7f12 ) 11OL7 - _\ \V - - - - - - - - - - - - - - - - - _H_ - - ZONING: PDD I—, I / / I � I I I / / I I I z I I I 1* �1_1' I / ,1_� **�� I .l __ - _� __r� __ - - ­ / / __ __ I I � - i I . F / " I I I , - I * / I 11 I I / I I / ,., 1\ "\ IN, 1\ � I I 'IN ",**N\ ko 1\ \ ****�, \ "\ 'I-, , \1 1\ l\ 1-1 �\ \ / / I / / / / . / / / . / / / . . F0T_ I 11 FO-t s . I I EXISTING I/ SAN. SEWER --" 1-1, t I (PUBLIC) L, I 1 I I � I � � 1 51 � I . I , I � I I I � P I , II I I � � I I , I 1, I 11 F-- FO___ I / / / I / / / / I / / / / .# / // 10, J, / THE COTTAGES OF COLLEGE STATION PHI, LOT 2R, BLK I COLLEGE STATION PROPERTIES LP. ZONING: PDD I / / - , / / . / // I , I , \ - � I . ! FO- _F0- __F0--:gig[ FO- :I . - I I,- \ R E V FEi Vll I�E- �-`) 1�'--- I \ ; � -, `!,V I , '9 \ . I \ \ \ \ JUG 0 2 20115 \ 1\ \ \ \ . - 1\1 . COLLE ' I I \ ENGIMEERNG \ � . ; \ , . � I I I \ - . I \ I I \ A \ X�\`\ \ U I 0 01 r � ` : � I \ I I I \ \ . . i I \ . .. 11. . � , I VI ­ 11­1 � ­ . ­ I L13 - ff ­ 1. , � , -, _.,_ 177,77-1,­11 '�,, � � I :: �,­ ", � 7, " � . ­ , -� ,, " .. 11 _ � ,1- , �." : 11 _ ­ , _i , " _� ": - .", ��, -W � . I _��j I ­1 11 ",;. � .. " � '� , " ­11 � I _ ........ ". I . , � 11 _, , � � , . ! , , . I � . T.979.260.6963 F.979.260.3564 I TX. FIRM # F-1443 13204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN . CIVIL ENGINEERING * HYDRAULICS r HYDROLOGY * UTILITIES * STREETS . SITE PLANS * SUBDIVISIONS I . www.mitchellandmorgan.com � Firm #F- 1 443 I /25/15 ,,�_-. � 1,R16, �....� ! .­ . . - k:. * .tp .. . V � ................................... E. VERONICA J.B. MORGAN ......................... I ............. ..o . '-.,p 77681 �O.._ . IC 1P I. �\' '..." / S T e'%,` '. ;,6,NA-;­iN 1- Ln-, LU ;> C14 .0 Tc'o 'D Co r- a) -0 ��a) :2 3-�, .T , E, 0 a) " a) 0 0 -r- 0 V) N t­ LU oq .I- _� U') "` Of �. . -.?: 0 L_ v) a. < 0 --j U y M -0 LL, 0- 1� :i�:> < M Q) < 0 LLI < L_ - 0 Z LLJ c) :2 < Z LL < CL 2 0 6 z: (1) < F- 0 L_ VJ - K a_ IL < r-) :2 U'.4- of - M V) r_ I 0 .- V) .5 0 C!f %--.. Q... [....Q (f) I . "K ,z . I I Q) . 1--l.... . F--. "--.. Q) (n Z) _1j � [....Q :z . n i P . l 9 A 5 w Y V 4 QMQ GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1-800-344-8377 b. Contact Luis Cisneros ® ATMOS 229-4627 C. Contact Dan Augsburger ® Suddenlink 595-2429 d. Contact Gilbert Martinez ® College Station Electrical 764-3660 e. Contact Mitchell Gas ® 779-4460 f. Contact Union Pacific Resources ® 778-8525 g. Contact Richard Wallace ® Verizon 821-4752 h. Contact Ben Accurso ® College Station Water & Sewer 764-3660 i. Contact David Hering ® BTU 821-5865 2. All construction shot] be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012 and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and on engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contra ctor shall coordinate with Suddenlink Communications, BTU, Atmos Energy, and Verizon to adjust the location of existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. No spoil areas are available on this site. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture, materials, colors, and scale to maintain a unified appearance or shall use evergreen landscaping to screen. 16. Building Permits may be requested for each building separately, however in each instance, the entirety of the waterline loop and hard road surface will have been installed. Building numbers are shown within each building footprint. 17. All signage will be permitted separately. 18. All onsite signage shall utilize custom decorative sign posts as described in the project specifications. 19. Exterior building & site lighting will meet the standards of Section 12-7.11 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross a property line. 20. No combustible building material will be allowed on site until fire hydrants are operable and fire department approved emergency access has been provided. 21. All water meters shown in sidewalk areas shall be Old Castle B1017 traffic rated meter boxes, or approved equal. SITE PLAN NOTES: 1. Name of Project: C3 Development 2. Legal Description:: Lot 3, Block 1 The Cottages of College Station Subdivision, Site Address: 2415 Junction Boys Rd, College Station, TX 3. Owner: Rob Howland, C.O.O. Capstone - CS, LLC 431 Office Park Drive Birmingham, AL 35223 (205) 414-6416 4. Engineer; Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S College Station, Texas 77845 (979) 260-6963 5. Zoning: PDD - Planned Development - Granted by Ordinance #2015-3651 6. Existing Use: Undeveloped -Vacant Proposed Use: Mufti Family 7. Setbacks: Per City of College Station Ordinances S. Site Area: 5.811 acres Density =8.6 du/acre 9. Water Demands: See Table Above 10. Sanitary Demands: See Table Above 11. Proposed Development on this site is not located within an impact fee area. 12. Alf "master metered" buildings/units must be plumbed in a manner to be able to be individually metered in the future. 13. All FDC's shall be identified with a placard placed on the building facing the parking lot stating FDC per the Fire Marshal's direction. 14. Number of Bedrooms = 228 Number of units = 50 This site does not lies within the 100-year floodpfain boundary per FEMA's Flood Insurance Rate Map panel 48041CO305 F. Effective Date: April 2, 2014 HANDICAP SIGN SEE DET.- SIDEWALK I = I AREA I I SIDEWALK HANDICAPPED PARKING IDENTIFICATION LOGO TO BE PAINTED ON PAVING (WHITE LETTERS SYMBOLS & STRIPES ON BRIGHT BLUE BACKGROUND) 4" WIDE DIAGONAL STRIPING @ 24" o O.C. (WHITE) � I M 24" DIAMETER HANDICAP SYMBOL " (TIP.) . 14C SYMBOL DETAIL a NTS Il 8' MIN 8' OR PER �PLAN, 8' MIN E HC STRIPING DETAIL NTS WATER AND SEWER DEMANDS BuildingBuildingWater Number ,Building Type Building_ Description Gross Area (SF) Building Height (FT) Bedroom Count Average Water Demand (gpd) Average Water Demand (gpm) Peak Water Demand (gpm) Fixture Units Water Meter Size Water Line Size (in) per MEP Fire Line Size {in) per MEP Sewer Fixture Units Sewer Service Line Size On) per MEP AvgPk Sewer Demand (gpd) Sewer Demand {gpd) 1 Foxglove 5 BED DUPLEXMANOR 3684 10 1000 0.694 4.1 1 U1 1.5 1.5 - 5$ 4 1000 4000 2 Cayenne 5 BED DUPLEXMANOR 3684 10 1000 0 694 2.778 44 581 4 1000 4000 3 Ginger 5 BED DUPLEXMANOR 3776 10 1000 0.694 2.778 44 1.5 1.5 - 58 4 1000 4000 4 Saffron 5 BED DUPLEXMANOR 3776 10 1000 0.694 2.778 44 58 4 1000 4000 5 Chicory 5 BED DUPLEXMANOR 3776 10 1000 0.694 2.778 44 1.5 1 5 58 4 1000 4000 6 Ginger 5 BED DUPLEXMANOR 3776 10 1000 0.694 2.778 44 58 4 1000 4000 7 Saffron 5 BED DUPLEXMANOR 3776 10 1000 0.694 2.778 44 1.5 1 5 58 4 1000 4000 8 Sassafras 5 BED COTTAGE 1,832 5 500 0.347 1.389 22 - 29 4 500 2000 9 Riverbirch 5 BED COTTAGE 1,832 5 --- 0.- 1.389 22 1.5 1.5 29 4 500 2000 10 Alder 15 BED COTTAGE 1,832 5 500 0.347 1.389 22 29 4 500 2000 MAINTENANCE BUILDING 300 0.208 0.833 15 1.5 1.5 - 11 4 300 1200 11 Indigo 3 Unit 4 BED / 3 UNITTOWNHOUSE 5,109 12 1200 0.833 3.333 57 4 72 4 1200 4800 12 Snapdragon 7 UniE 4 BED / 7 UNfT TOWNHOUSE 1 t,961 28 28Q0 1.944 7.778 133 2 2 4 168 6 2800 11200 13 Snapdragon 5 Unit 4 BED/5 UNITTOWNHOUSE 8,532 20 2000 1.389 5,556 95 2 2 4 izul 6 2000 $000 14 Indigo 7 unit 4 BED / 7 UNIT TOWNHOUSE 11,970 28 2800 1.944 7.778 133 2 2 4 168 6 2800 11200 15 Cayenne 5 BED DUPLEXMANOR 3,684 101 1000 0694 2.778 44 1 1 - 58 4 1000 4000 16 Chicory 5 BED DUPLEX MANOR 3776 101 1000 0.694 Z. I ful 44 1 i - 58 4 1000 4000 17 Ginger 5 BED DUPLEXMANOR 3776 10 1000 0694 2378 44 1.5 1-5 58 4 1000 4000 18 Foxglove 5 BED DUPLEXMANOR 3684 10 1000 0.694 2.778 44 - 58 4 1000 4000 19 Cayenne 5 BED DUPLEXMANOR 3684 10 1000 0.694 2.778 44 1 5 1.5 58 4 1000 40 00 20 Aspen 5 BED COTTAGE 1832 5 500 0.347 1.389 22 29 4 500 2000 I - JgyT THE CCtffiliDES OFXX I STATION PHI, LJOIf 2'R, 14.11% I �Vjio j7 8 WATERLINE (SEE JUNCTION BOYS ROAD PLANS) \ SEWER \ \ / .00/ .5" WATERLINE / ,' 19 • I f /}275.5' a + 501 228 228 Parking Required = 228 \ V /.. oJ4.5' °� •� ec Fc� /� / PARKING CALCULATIONS Building Name Building Type Total Units Total Bedrooms ParkingParking Ratio Required Required 1 Foxglove 2 10 1 10 2 Cayenne 2 101 1 10 3 Ginger 2 10 1 10 4 Saffron 2 10 1 10 5 Chicory 2 10 1 10 6 Ginger 2 10 1 10 7 Saffron 2 101 1 10 8 Sassafras 1 5 1 5 9 Mverbirch 1 5 1 5 10 Alder 1 5 1 5 11 Indigo 3 Unit 3 12 1 12 12 Snapdragon 7 Unit 7 28 1 28 13 Snapdragon 5 Unit 5 20 1 20 1­1 Indigo 7 unit 7 28 1 28 15 Cayenne 2 10 1 10 16 Chicory 2 10 1 10 17 Ginger 2 10 1 10 18 Foxglove 2 10 1 10 19 Cayenne 2 101 1 10 20 Aspen 11 5 r rng rove e - (mc u Ong HC spaces) \ o / �. .14+/ / / " 4 Total HC Required per Table 208.2, Chapter 2 of the Architectural Barriers Texas Accessibility r 2 Standards (TAS) = 7 \ Io'`//R2' ��" ,4 20 f \ HC Parking Provided = 7ho 26 \ / �:'`' Fyn.'. ✓r �f3130' / r ro \ ,� / / �°: ,�' cam • �3 '_+. /// 1 ,c - - - - - -/o,/ \�e�'Y ,; I t / 1 r � 'i%o ^,,`��3 `` "WATERLINE P / , o /� , / THI: 00TTi�3 OF OOLLEIOE �, / ,` PUE/ !� �. � �:.•/ / �� ,�► // .• \ /y�011 WAMN PHI, LAIf 2R. M I / // o I 001120E STATION / // ;' off ° / .a :` .5" WATERLINEPROPIERIES a ,.• / • o8'rane.z-t_[1/j SEWER , ELEC CONDUIT : \ I ION /P 8ro 35 SITE / a� "gam...■ _ `10'JGHT�•LFI PUE / // .� WATERLINE / 3 / //, r.�� STORM 8` \ ,•� \ ELEC�w' /,/ r/ D' REQUIRED DRAIN , ( / `�� \„CONDUIT PRIVATE \ SEWER R2/.v�,�/ WATERLINE ♦2r o / , , I PARKING ADD'L SIGN ®VAN SPACE ONLY / ;' ' �' ` ., frr•. i ''<� / \ ` FDC \ \ // , ° e' (SE JUNCTION n (T�) ONLYI/' - 0' PUE' o._ a , \ // / BOYS ROAD PLANS) L_..1 +3� R 1-1/2" -TYP. VAR. WIDTH / /o ELEC:'` 1 p' CONDUIT oP.U.E. 12 (11270 163) P-i !!•' KNOTREQUIRE / WATERLINE D /nor EFER TO SPECS FOR CUSTOM SIGN POSTS -3" POST' WATEd RLINE \ r, tprp w / j \ ', ` �" , ��. � � � " �.\ �\�� �. ,�A•_ •: �,' � �'/ A ,� .5„ WATERLINE10- / � • . / .. \, \ 6 GHTING 00 GV STD ST PIPE -FILL W/ CONC. / / _ t CD Ay LIe \ PUE- /`' I e° w �,1 / •� �, 1/2 EXP. JOINT / �, /. ✓� t� N ,. �Qj 1 SLOPE nc r R2' DUIT ,� r / PLAN, � \ / •Q ° // �G SITE n / n* ti• �` SITE 1 ,L'.. \' \ \ \ CONC WALK / OO /% 20' LIGHT ". t° / ' " >` Ica o ''' /," �• w y a / A I V ti / j/ f SETBAC o� 1 vt/A < , / ,� `�� i` FDC i �, o STORM • FIRE:DESIGN �xr / DRAIN �►�,�rr \i 8 / / r �/ .. Constr ` WATERLINE / / •, \ / / i' Bid. Se SFOL / CONCRETE FOOTING o� r //, S I ORM��!;r %row / a, ,' , / j/;DRAIN��r /l;' ', 3. / / / ry NO. St1rIC'S / 5 8'x 8" STEEL BAR RU P ,.', Q, ' / / TH POST / / r SITE \•/, ti ti / 'JS LIGHT .20' / `:. R19.5;0 / /(.'� Sprinkled (Y/Nj A '/ d° •` INSTALL ONE SIGN PER LOCAL ORDINANCE / //�. ' '� �,„o'` .� =\ ` ,� : rt, ,� �„� , - �o, < a "UNAUTHORIZED VEHICLES PARKED IN J / /� �p.'.°r `, %. R2'. _ �� �. 4. >r / .s \ 7 /x/ ��/� /: No: FHs (Locations) DESIGNATED ACCESSIBLE SPACES NOT v LILTING / / _ I �- - 5� .. 2 DISPLAYING DISTINGUISHING PLACARDS ' ° / , % tt CONDUIT 9 /' ° �f is \ �ryf , = PY\ \ 5 WATERLINE / OR LICENCE PLATES ISSUED FOR PERSONS j / l/ /,< / �, ^ FDC F� ,` , c F\ / / : ` Required Flow NTH DISABILITIES WILL BY FINED. // ftt g' � / / _ ' ` � \? ..i..,.':. � �r� , ,• M \ \ I' � / / : • ,� \ (DIA) R2 ¢ ! /•. '�` / c A°o \. �'RX<8";'' \. �c Fc \ \ I / nc L \ \ \ I f HANDICAP `/ :� {, .• 6 SIGN °� R8' 1 33 /. f I o} � 0' PAE / F\ 10". WATERLINE INSTALLATION DETAIL PUE R12' "{ �,��,' p orb ti " RASSCRETE / / 6 WATERLINE / / R2' / /. o m / ) SEE JUNCTION a \ / / /.. � R2 \/ �/ � ,� :.i � �. � u ,� B ( ' / 1 2 � � /y BOYS ROAD PLANS / R2' "g 1! \' ''s . ,• % STORMU M EAVY DUTY �/PAVEMENT /" \`, �' o r < r' / /H / 1.5" WATERLINE i \ / .5" WATERLINE / t 20' SETBACK / 4� R2 l ,FDC j 5 ,,, / /IF '- / R1 PRIVATE \ ti /� ELEC CONDUIT R2' �/ \ \ \\ R2 VAR. WIDTH // / 10' \ R2 �P� STORM i15 ' \ \ DRAIN ti' IGHTING \ \ P.U.E. PUE \• TRASH / a CONDU p \ \' / a / �°rr �' ,,, ..._ _��, p l \ ( / COMPACTOR �b K„ r.� ,. Cf`' F. r �' R E I E W ED F IR \ 11270 163) / ,�'.. '� \ TOR / , ` +`� �' 5 SETBACK / 8 " i e` \ \ / ��'//��9 R12 5 AND -OIL // Ao� \ ry 'B'p'� .� � � �� k� �.. QOMP�./IAN�E \ \ / SEPARATOR / Y. c c �/ \ 20 SETBACK R 10 / R2' PRIVATE /�~ /4�s .._ b c `� / %y M , s �c `,vb JUL 0. � �� iFJ J(� /� R2' e m _- SEWER / / a �� f CHORDNI O'40 28 E ; . s'COLLEGE / •� �. 2 20 1�J ,j v 5" WATERLINE L342.49 _ V �,,.� I L-361.39 R=320.00 ' r�. � » �� E S T�-��� i .� i'� � \ �2' \ R 1 2 . i ; : , �, COLL -GE 5TAT10 EGRESS 49. f" ' R2' ,� 10' „ _ / ARC342. �.CE1:�I ... DEVELOPMENT SERVICES / GATE 1 j j . r c �• \ U ,-_R13.5 - ` 9' - PUE I CIHDANGES ,d "��! _ �4" WATERLINE DELTA=644224 F/I1t. �" PLAT �E.p j JUNCTION / R3 g R150, i a _ r BOYS ROAD PLANS) _i Y= < ' ,6 d .. ... ... - - - .Noff,. \ +L7. and z t as E ARIA as'.: - mk,, PUE r 4 IDEWALK ------------------------------ 26.... R40' ' :•: W _................................... •.. �t - ------ WIDTH -/- S.......................................................................................... ,, S`.StDE-GNAtK: 5, K , 1 SETBAC c - :,,� � A '`;'�',�: .5" WATERLINE 10' ELECTRICAL - <_FM`, a-w--- EASEMENT BTU-- -- „....,.. -s=w� - < „ S 9 '0139 W 362.54 t e'=rn :.. s,wL O-WL I E m w� °._.. � (6248/78) _Ma -- y' ��- - --- i. .. - .., E � � I 3.93 M �FM - 4-FM- - 4-FM - 4-FM- - 4-FM 8 SIDEWALK F, - -= C OLL G ATION CITY LI - 4-FM- -R,ADP p - 20 WATER LINE - - 4----r'r, - 4-FM 4-FM- 4-FM 4-FM- •- 4-FM- - 4-FM - 4. S 62• %'�5" W L 11 (SEE JUNCTION EASEMENT 225.3' 419.37' BOYS ROAD PLANS) (1 114/347) 194.63' 36.80' ° NORTH DOWLING RD(R.O.W. Varies _ o L EX. m �RIV EX. EX. EX. / EX. 1 EX. DRIVE ! , EX. DRIVE DRIV � I DRIVE ' DRIVE / I DRIVE j All curbs and curb ends designated as Pa k' P d .4- 231 I d' 7 �` I \ o \ / firelones on plans shall be painted red FIRE LANE with *4" (four inch) white lettering stating FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. DESIGNATED * 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. PARKING FIRE LANE STRIPING ONLY 18" x 12" See Ordinance for additional Information FIRE LANE SIGN cO MET H/C PKG. SIGN -WHITE LETTERS, SYMBOLS & STRIPES ON BRIGHT BLUE BACKGROUND 1 2" VAN F: . w� T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorqcn.com Firm F-1443 6/25/15 ytp * :' `: ....................................... VERONICA J,B. MORGAN '.................................. 'o�/ 1 59 SSONAL LNG t. s �-,m Qcc+u Pt � � U M N z>� LUOfin s✓ N_�m O YM I am � a Q) ooWQ U_ U < .7- < Q I O z U�-2 m O N�U/ ry 4J I v J ZZ Z I O W z O D O R ENGINEER: MITCHELL & MORGAN, L.L.P. 3204 EARL RUDDER FWYw S. COLLEGESTATION, I'l zXAS77845 (979) 260-6963 Firm #F-1443 6/25/15 G2 s •:.. ...................................... VERONICA J.B. MORGAN ......................... I ............ 77689 SS��NAL ENG A 2 15 JUNG Vie.. BOYS RD. COLLEGE STATION Oq __ __ -S F, 4 Y ass `B c'.OJOci9 !yam emr i Cl m� W VEY MffCHELL PW $OUiH �y ir;v=.vte<�w '+t t' CO3T EPE GCSE"' ILtUMB a VICINITY MAP NTS INDEX OF SHEETS OWNER: CAPSTONE DEVELOPMENT PARTNERS, L.L.C. 431 OFFICE PARK DR. BIRMINGHAM, ALABAMA 35223 (205) 949-5050 ek SPO — OVERALL SITE PLAN PVP — PAVING PLAN LV — LOW VOLTAGE SITE PLAN SPI - PARTIAL SITE PLAN - I BTU - BTU- BTU ELECTRICAL LAYOUT EI.01 - SITE LIGHTING PLAN SP2 - PARTIAL SITE PLAN - 2 UPI - UTILITY PLAN E2.01 - SITE LIGHTING DETAILS GI — PARTIAL GRADING PLAN — I SWP - STORM WATER POLLUTION PLAN WI - BCS STANDARD WATER DETAILS - I G2 - PARTIAL GRADING PLAN - 2 LSI - LANDSCAPE OVERALL SITE W2 - BCS STANDARD WATER DETAILS - 2 SSI - SANITARY SEWER - I LS2 - PARTIAL LANDSCAPE - I D - BCS STANDARD DRAINAGE DETAILS SS2 -SANITARY SEWER - 2 LS3 - PARTIAL LANDSCAPE - 2 SW - BCS STANDARD SIDEWALK DETAILS WLI - WATER LINE P&P - I LS4 - LANDSCAPE DETAILS AI.I - TRASH COMPACTOR DETAILS WL2 - WATER LINE P&P - 2 I CL - IRRIGATION CONDUIT LAYOUT - STORM DRAIN P&P - I - SDI WFP WAY FINDING PLAN STORM DRAIN P&P 2 SD2 - - C 0RriFh� 1 F-, ��, .pv T Z R..a. � i+ z � � y3 �.,.r i! I I 2 F>'� M •� E!a4Gocplzt�liy � :5s 4 I 9,