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HomeMy WebLinkAboutSP2010-500114 (2)z W W 0 z 0 z a M 0 0 0), W W N Bleyl & Associates n CONSTRUCTION DRAWINGS FOR COLLEGE STATION SKATE PARK COMPLEX PROJECT NUMBER: PK-0911 B Y & ASSOCIATES PROJECT NUMBER: 7076 VICINITY MAP 0 500 1000 2000 4000 SCALE: 1 "=1000' Bleyl & Associates CITY OF COLLEGE STATION PROJECT AREA 0 150 300 600 1,200 SCALE: 1 "=300' <0 Bleyl & Associates Project Engineering &Management 0 CLARK CONDON G ASSOCIATES LANDSCAPE ARCHITECTURE 1o4oi Stella Link Road Houston, Texas 77025 TEL 713_8711414 FAX 713.871.o888 www.cla►kcondon.com 0 z it Q N Q Y Q O O W 0 z f/f U z < U W U U U) Q 0 � o Ir a n. a a g F n 1 N W� >- m QD <' C p g W U < W CL y�0 w 1- O U�U CL +� F—�Wx Er n, Cg,< ^ M a ao W -�-� Z � 00 N oo�^o L Ito LOLI Ed to L-1 0 .-.M z t, oZj z W J T/� Q O ." o fn LLJ N N 0 w c ' 0 .,.� W U)oox n' «- O �NaLL. ^ � ��d- �N M o a conO U o �-` 16 N X V/ r� .O zz NN Lv 1— a } �mw Od 2 ............ Q6 a� �o z w a QW HE x w a w o U 0 O N o E- L) o � o� V PROJECT NUMBER 7076 LE NAME: 7076-COVER.DWG -BEET: 01 OF: 41 z w w 0 z 0 J z r z< M a 0 0 M L 0 z J a w z w C9 0 z a X w 0 z 0 0 n i Bleyl & Associates GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, EITHER UNDERGROUND OR AERIAL, PRIOR TO CONSTRUCTION. 2. ALL FENCES, PAVEMENT AND OTHER PROPERTY DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO PRE-EXISTING CONDITIONS OR BETTER AND SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE CONSTRUCTION UNLESS OTHERWISE SHOWN ON THE PLANS OR WITHIN THE BID PROPOSAL. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2009 BRYAN/COLLEGE STATION UNIFIED TECHNICAL SPECIFICATIONS FOR WATER AND SEWER, THE 2009 BRYAN/COLLEGE STATION TECHNICAL SPECIFICATIONS FOR STREETS AND DRAINAGE, AND ANY SUPPLEMENTARY TECHNICAL SPECIFICATIONS INCLUDED WITHIN THE BID DOCUMENTS. SPECIAL ATTENTION SHALL BE PAID TO THESE "GENERAL NOTES", THE SPECIAL PROVISIONS, AND STANDARD NOTES CONTAINED ON SUBSEQUENT PLAN & PROFILE SHEETS. 4. AS PRESCRIBED BY THE TEXAS ENGINEERING PRACTICE ACT CHAPTER 137, THE RESPONSIBLE ENGINEER MUST BE NOTIFIED BEFORE ANY ALTERATIONS, CONNECTIONS, OR REVISIONS ARE MADE TO THIS PLAN SET.- 5. THE CONTRACTOR SHALL: 5.1. NOTIFY THE CITY OF COLLEGE STATION 48 HOURS BEFORE STARTING WORK. 5.2. NOTIFY ALL APPROPRIATE UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION. 5.3. NOTIFY THE CITY INSPECTOR OF ALL DESIRED FIELD CHANGES. THE CITY ENGINEER'S APPROVAL MAY BE REQUIRED. 5.4. COORDINATE THE TURNING OF WATER VALVES WITH THE CITY OF COLLEGE STATION PRIOR TO CONSTRUCTION OF ANY WATER LINE. 5.5. SIGN REMOVAL/REPLACEMENT IS CONSIDERED INCIDENTAL TO THE COST OF THE LINE WORK UNLESS OTHERWISE NOTED. 6. UNLESS OTHERWISE SPECIFIED, THE EMBEDMENT OF WATERLINES, SHALL BE IN ACCORDANCE TO THE DETAILS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION ACTIVITIES NEAR CSU FACILITIES WITH CSU. IN THE EVENT THAT CONSTRUCTION IS CLOSE TO THEIR FACILITIES, THE CONTRACTOR SHALL CONTACT CSU TO COORDINATE THIS SERVICE. SKATEPARK CONSRUCTION NOTES 1. CONTRACTOR SHALL INSTALL ALL IMPROVEMENTS IN ACCORDANCE WITH CITY OF COLLEGE STATION LOCAL BUILDING CODES AND THE 2009 INTERNATIONAL BUILDING CODE. 2. CONTRACTOR SHALL READ THESE PLANS AND NOTES ENTIREIY AND BRING ANY DISCREPANCIES TO GRINDLINE SKATEPARKS INC. IMMEDIATELY. 3. CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS BEFORE SUBMITTAL OF A CONSTRUCTION BID. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES, SEWERS, WATER LINES, ETC. CALL BEFORE YOU DIG 1-800-344-8377 5. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE COMPLETED WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO THE PUBLIC. 6. IF ANY UTILITIES OF FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, ALL WORK SHALL STOP IMMEDIATELY AND THE CITY PROJECT MANAGER AND THE CITY PROJECT INSPECTOR SHALL BE NOTIFIED. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUB -STRUCTURES WITHIN THE AREA OF PROPOSED IMPROVEMENTS, AND IN THE EVENT OF DAMAGE, HE SHALL BEAR THE TOTAL COST OF REPAIR OR REPLACEMENT. 8. THE CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN IN THESE PLANS AND NOTES. 9. THE CONTRACTOR SHALL OBTAIN, COORDINATE, AND PAY FOR ALL PERMITS, FEES, AND AGENCY INSPECTIONS AS REQUIRED. 10. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF THE FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS N' - Bleyl & Associates LETTERHEAD AT THE TIME OF FINAL INSPECTION. 11. ALL DIMENSIONS ARE TAKEN FROM CURB FACE OR EDGE OF PAVING, UNLESS NOTED OTHERWISE ON PLANS. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE, AND ALL RADII, CURVES, AND SURFACES ARE TO HAVE EXTREMELY SMOOTH TRANSITIONS WITH ABSOLUTELY NO ABRUPT CHANGES OR BENDS. 12. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED BY GRINDLINE SKATEPARKS INC. OR THEIR LOCAL REPRESENTATIVES (BLEYL & ASSOCIATES) PRIOR TO POURING. NOTIFICATION WILL BE GIVEN WITH AT LEAST 48 HOURS NOTICE. 13. FOR SITE GRADING, SEE RELATIVE VERTICAL CONTROLS PROVIDED. 14. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SITE INSPECTIONS BY GRINDLINE SKATEPARKS INC. OR THEIR LOCAL REPRESENTATIVES (BLEYL & ASSOCIATES) DO NOT INCLUDE THE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 15. DESIGN MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, GRINDLINE SKATEPARKS INC. AND THE APPLICABLE GOVERNING CODE AUTHORITY. 16. PRIOR TO ANY CONCRETE PLACEMENT, A 1 SY SAMPLE SHALL BE CAST FOR EACH COMBINATION OF COLOR & FINISH OF CONCRETE FOR THE PROJECT & APPROVED BY GRINDLINE SKATEPARKS, INC. OR THEIR LOCAL REPRESENTATIVES (BLEYL & ASSOCIATES). KEEP THE APPROVED SAMPLES ON SITE FOR REFERENCE DURING CONSTRUCTION. LANDSCAPING NOTES TREE PROTECTION NOTES 1. CONTRACTOR SHALL NOT ALLOW ANY VEHICULAR TRAFFIC, PARKING OF VEHICLES, OR STOCKPILING OF EXCAVATED MATERIAL OR CONSTRUCTION MATERIALS INSIDE OF TREE PROTECTION FENCING OR THE DRIPLINE OF TREES INDICATED TO BE PRESERVED. 2. CONSTRUCTION EQUIPMENT MAY OPERATE WITHIN THE DRIP LINE OF A TREE WHEN NECESSARY FOR THE PERFORMANCE OF INDICATED WORK. SUCH OPERATIONS SHALL BE CONDUCTED WITH SPECIAL CARE TO AVOID DAMAGING THE TREE. 3. WATER TREES INDICATED TO BE PRESERVED AS REQUIRED TO MAINTAIN THEIR HEALTHY GROWTH DURING THE COURSE OF CONSTRUCTION OPERATIONS. 4. PROTECT TREE ROOT SYSTEMS FROM DAMAGE DONE BY STRIPPING AND REGRADING. ALL EXCAVATION AND GRADING WORK SHALL BE DONE BY HAND TOOLS WHILE WORKING WITHIN TREE DRIPLINES. 5. PROTECT TREE ROOT SYSTEMS FROM DAMAGE DUE TO NOXIOUS MATERIALS IN SOLUTION CAUSED BY RUN-OFF OR SPILLAGE DURING MIXING AND PLACEMENT OF CONSTRUCTION MATERIALS, OR DRAINAGE FROM STORED MATERIALS. 6. MAINTAIN TREE PROTECTION FENCING IN GOOD CONDITION AT ALL TIMES. TREE PROTECTION FENCING SHALL BE IN PLACE PRIOR TO BEGINNING ANY WORK AND SHALL NOT BE REMOVED UNTIL ALL CONSTRUCTION WORK IS COMPLETE. 7. SELECTED PRUNING SHALL BE PERFORMED AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL CLEAR ALL DEAD AND DELETERIOUS MATERIALS FROM THE SITE. 8. ALL LANDSCAPING MATERIAL DELIVERED TO THE SITE MUST BE INSPECTED AND APPROVED FOR INSTALLATION PRIOR TO PLANTING. PLANTING NOTES 1. LOCATE ALL UTILITIES ON THE SITE PRIOR TO COMMENCING ANY WORK. ANY DAMAGE DONE TO EXISTING OR NEW UTILITIES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 2. STAKE OUT ALL TREE LOCATIONS AND PLANTING BED EDGE CONFIGURATIONS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 3. COORDINATE WORK WITH THE WORK OF OTHER TRADES ON THE SITE. 4. ENTIRE SITE SHALL BE GRADED TO FINISH GRADE PRIOR TO SCHEDULING PLANTING INSTALLATION. 5. COORDINATE WITH APPLICABLE UTILITY COMPANIES AS REQUIRED DURING THE COURSE OF THE INSTALLATION. 6. APPLY FOR AND PROCURE REQUIRED PERMITS PRIOR TO COMMENCING WORK. 7. PLANTS SHALL BE SPECIMEN QUALITY, FULL POT AND HEAD, SYMMETRICAL FOLIAGE AND BRANCHING STRUCTURE. SHRUBS SHALL BE FULL TO GROUND. 8. PROVIDE SAMPLES OF EACH SHRUB AND GROUNDCOVER SPECIES FOR APPROVAL BY THE OWNER PRIOR TO DELIVERY TO THE SITE. PROVIDE PHOTOGRAPHS WITH SCALE FIGURES FOR TREES OR SAMPLE TREES FROM NURSERY FOR APPROVAL BY THE OWNER PRIOR TO DELIVERY TO THE SITE. 9. PLANT MATERIAL OF THE SAME SPECIES SHALL BE MATCHING IN CHARACTER AND SIZE, OBTAINED FROM THE SAME SOURCE. 10. REFER CLOSELY TO SPECIFICATIONS FOR PLANTING WORK REQUIREMENTS. 11. CALIPER OF MULTI -TRUNK TREES DENOTES MINIMUM CALIPER OF MAJOR TRUNKS. OTHER TRUNKS MUST BE 1 /2 SIZE OF MAJOR TRUNK OR LARGER. 12. THE LANDSCAPE CONTRACTOR SHALL FINE GRADE AND HYDROMULCH ALL AREAS DAMAGED BY CONSTRUCTION WITH COMMON BERMUDA. 13. FINE GRADE ENTIRE SITE PRIOR TO SEEDING OR SODDING. GRASS AREAS SHALL HAVE A CONVEX CROSS-SECTION UNLESS SPECIFICALLY NOTED ON ENGINEERING DRAWINGS AS A SWALE. 14. WHERE AREAS ARE MARKED AS HYDROMULCH, IT SHALL MEAN BERMUDA GRASS HYDROMULCH UNLESS OTHERWISE NOTED. WHERE NOTED AS SOLID SOD, IT SHALL BE BERMUDA GRASS SOLID SOD. SOLID SOD SHALL BE 2' STRIP AT ALL CURBS, BUILDING EDGES, AND FENCES, TYPICAL WHERE NOTED, IF NOT SPECIFICALLY NOTED AS SOD STRIP, SOLID SOD DESIGNATION SHALL APPLY TO ENTIRE AREA. SOD OR HYDROMULCH AS NOTED TO EDGE OF TREE BALL OR CUT BED EDGE, TYPICAL. SHEET INDEX Sheet Number Sheet Title 01 COVER SHEET 02 SHEET INDEX AND GENERAL NOTES 03 SITE PLAN 04 GRADING PLAN 05 UTILITY PLAN - WATER 06 UTILITY PLAN - LIGHTING & ELECTRICAL 07 STORM SEWER PLAN & PROFILE 08 LANDSCAPE PLAN 09 IRRIGATION PLAN 10 EROSION CONTROL PLAN 11 SP1.1 MATERIALS KEY 12 SP1.2 MATERIALS KEY 13 SP1.3 MATERIALS KEY 14 SP1.4 VERTICAL CONTROLS 15 SP1.5 VERTICAL CONTROLS 16 SP1.6 VERTICAL CONTROLS 17 SP1.7 HORIZONTAL CONTROLS POINT OF BEGINNING 18 SP1.8 HORIZONTAL CONTROLS 19 SP1.9 HORIZONTAL CONTROLS 20 SP1.10 HORIZONTAL CONTROLS 21 SP1.11 HORIZONTAL CONTROLS TABLES 22 SP1.12 CONCRETE JOINTS 23 SP1.13 CONCRETE JOINTS 24 SP1.14 CONCRETE JOINTS 25 SP1.15 SECTIONS KEY 26 SP1.16 SECTIONS KEY 27 SP1.17 SECTIONS KEY 28 SP2.1 SECTIONS 29 SP2.2 SECTIONS 30 SP2.3 SECTIONS 31 SP2.4 SECTIONS 32 SP3.1 DETAILS 33 SP3.2 DETAILS 34 CONSTRUCTION DETAILS & PLANT SCHEDULE 35 IRRIGATION DETAILS 36 GENERAL DETAILS 37 STORM SEWER DETAILS 38 B/CS STANDARD SIDEWALK DETAILS 39 B/CS STANDARD DRAINAGE DETAILS 40 B/CS STANDARD WATER DETAILS 41 JB/CS STANDARD SWPP DETAILS _p F-- o w x ^� w^_M u_ Wi =nan x o° o `` 0 1(; w M -A z QM� 0 z ° w V ) -1 a _o N w N o 0 N w c' w a p�•i-1 CnNox O �i �0aw .0 r---I W U.)o ' � N 0ar-ao OM x U owmo a m Z CO N W 0 N ¢ rn 0) F- ��0)0) am �. 0 a� � O W O 0m >< a H W Z m z a w � o E� WW W WO U U o0 U r� V O 00 O U '�-2z-zoo 7076 ILE NAME: 7076-INDEX.DWG SHEET: 02 OF: 41 z W W 0 z 0 J z r 0 04 s z Q J IL S in �o 0 rn 0 r- LOILTJ 10" ELM Bleyl & Associates THORNTON, RICKIE � 1 SOUTHWOOD TERRACE / \ \ PH 3, BLOCK 3, LOT 19/ BIENSKI, JASON & SINGLE FAMILY / TASHA \ RESIDENTIAL SOUTHWOOD TERRACE Q 2 6pyp21 \ PH 3, BLOCK 3, LOT 17 \ , F SINGLE FAMILY / Q \____4 RESIDENTIAL / EXIST FIRE HYDRANT Q / \ \ze \ wEXIV \ \ Y \ L= 304.46VC \ 14" PO 14" PO w • / 14" PO \ \ ;KING 14" PO 1 w \ 14" PO 12" LO 12" LID LYONS, JOHNNIE SOUTHWOOD TERRACE \ PH 3, BLOCK 2, LOT 16 / \ SINGLE FAMILY ,. RESIDENTIAL / CHERONS, VIVIAN __ EXIST 12" WATER — SOUTHWOOD TERRACE -- 30 --- 30 30 RQ4 — 1 P5 2, BLOCK 2, LOT --_� w EXIST 24" WATER R/ '° —'° 3030 — DUPLEX RESIDENTIAL E R �--30 EXIST 15 RCP STORM SWR 0�0 — — p w Ili • � / _-`-.,,,,,� � \ r � x VERIZON PIN FLAG w \� „ • OS --_.. ~`` ` � ` PROP CONNECTION TO HEADWALL ../ EXIST 36 RCP ATM - / TENNIS PIN FLAG / / �w SEE DETAIL SHEET 35 ELEV: 293.60 � g COURT TENNIS � "`- `� �I COURT 10" PIN OAK ,EXIST 15" FL=301.45 �` / f / „`,�.. \ �` 36" REINFORCED If 6 PVC �� CONCRETE PIPE PERFORATED ` `_ �_�� UNDERDRAIN (FL _ p TO TIE INTO 10" PIN OAK BOWL DRAIN AT ` \� \` w PROP 18" rL OUT=294.83 BOTTOM OF �• `�� \ • SELECT FILL) PROP 5' WROUGHT IRON FENCE \ w w TWIN 10" 12" OAK —/ / 12" OAK w 12" LO .BASKETBALL �} / GOAL 14" OAK 15" OAK BASKETBALL 14" OAK • GOAL � PROP EXPOSED — �;} AGGREGATE SIDEWALK 15" OAK ' EXIST 8" SAN SEWER -PROP AMBULATORY BASKETBALL RAMP GOAL TENNIS 14" OAK COURT BASKETBALL „ PROP 2" WATER PROP FLOW BOWL PECAN / ELECTRIC PRO 6" 10" PECAN BOX • / STM WR r\\ / • .�� S PROP 18" �� • . �°J° STM SWR PROP 4" CLEANOUT 15 PECAN \ # II _ 8" `LIN OF PIPE=309.22 7y °,, \ PROP POOL BOWL 6" SCHEDULE 40 PVC SLEEVE (SEE SH 36) q° 8"PVC ® 1.8% 6 PVC PERFORATED w a/Y UNDERDRAIN (`L TO TIE 8".OUT OF PIPE=308.77 INTO BOWL DRAIN AT N to /21 MI�Ts S amen BOTTOM OF SELECT FILL) MIN 1% SLOPE 8 .- cv)1 =I C.S HOSPITAL / GOAL 10 OAK TENNIS , w04 1 GRAVEL COURT o `� BLOCK 3, LOT 2R BELMONT PLACE PH 2, � I PLAYGROUND PROP 1" WATER EXIST 8„ co{I DUPLEX RESIDENTIAL / „ 12" LO �— SAN SWR EXIST 4 PVC / f GENERAL COMMERCIAL PROP EXPOSED AGGREGATE / \ 12" OAK rL= 309.90 SIDEWALK & CONCRETE PAD �.14" LO (ALTERNATE BID #4) �, 12" IN / FL " '=306.45 _-.1/ PHASE EXIST 12" SAN SWR / TRANSFORMER ` _ PROP SWALE / 2M ""� L LINE B FILL r � A'2-12"PVC 01% 8" — —1-8" PVC ®0.8% + ` / SCHEDULE12" FLOUT = 305.49 I / EXIST 12" SAN SWR E=310.70 __��----�= --= 40 PVC SLEEVE / / _K SS SS SS SS SS SS 5S ` SS PROPOSED SKATE PATH TOP OF SWALE=309.40 SWALE `L=308.50 ­7 SS SS I. 8" FL= 311 -1 REMAINS OF PROP SWALE 24• -UkGTS OF FENCE SrnucTUR& BACKFU S - 1 .a 16. I .: 0.90�' O " 4.5' 4.5' SECTION A —A NOT TO SCALE NIIIIIIIIIIIIIIIIIIIIIIIIElleyl & Associates TOP OF TENNIS COURT =309.41 313.00 4 . * SWALE TO BE FINISHED WITH HYDROMULCH A (SEE SH 36) REMAINOF \\ PROVIDE 6" .....Ea�. RIP RAP " '� E..' }{ FENCE EXIST 12 SAN SWR \ s u • (4'X5' PAD) �• �. ,� ss 55 SS 55 SS SS S 41'51'07" W 1532.16' PLAN 0 15 30 60 120 �-- 10' 6' 313.50 °° I —III —III 312.50 III —III —I —i I —III —III —III —I — — � — III In SECTION B—B NOT TO SCALE 314.00 PLAN LEGEND EXIST WATER LINE EXIST STORM SWR LINE PROP STORM SWR LINE PROP WATER LINE EXIST SANITARY SWR LINE -- PROP IRRIGATION FIRE HYDRANT BENCHES PROP MAJOR CONTOURS PROP MINOR CONTOURS — --- — — EXIST CONTOURS PHASE LINE m DRAINAGE STRUCTURE PROP WROUGHT IRON FENCE OE EXIST OVERHEAD ELEC LINE EXIST POWER POLE EXIST LIGHT POLE SS SS w TEXAS HOTEL MANAGEMENT CORP A005401 R STEVENSON (ICL), TRACT 41, ACRES 17.059 2r 10% Rt -ROD { I ¢ xc- N / W DI IC OS0 /70ri SINGLE FAMILY RESIDENTIAL I I NOTE: 1. NO PORTION OF THE SITE IS LOCATED WITHIN THE FLOOD PLAIN PER FEMA FIRM MAP 48041CO182C (JULY 2, 1992). 2. ALL EXCAVATION AROUND THE PROPOSED BOWLS SHALL BE A MINIMUM OF 5' BENEATH AND AROUND THE BOWL STRUCTURES. SELECT FILL MUST BE USED PER THE GEOTECHNICAL REPORT WITHIN THE CONTRACT DOCUMENTS. 3. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 710 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERY LINE. 4. PEAK WATER DEMAND= 82 GPM MIN WATER DEMAND= 0 GPM AVG WATER DEMAND= 30 GPM REVIEWED'1=Ok COMPLIANCE,/ A%urr p � Z010 C0LLEv11--- iGIO N ENGIN E�WED ...FOR .AI rNs JUL 2010 GOL,LL. .:° ! DEVELOPMEINTHRVICES I PLAT FILED; C�a^____._ O z a Q Y a o v w W a w v=i U) a U 0 0 v to < o CC 0 X a m a a OD m r W 0 y j LI W U < N C d M N �- > W } � F- O 0- -N E-owx a M ao -�--� Z w oo to �{ CCU Q� DO X 0 M r li. V 0 D: �M uj w Z O 0 Z 0) - w J Q o_ t U) N " N 0 w • w NoOx, a o co =L<L. o w � r'� c4 mot'm 0 x N ' 0 m U o�°°o N a Al V/ •� w N N �—I 0 a N �- M mw a w H o 01 z 0m a dcri aw 1� 0 U U ON 1 W a �9 W U ul ul U co O U U O 0 P� OF rFd' A DAVID L. BESLY 81873 .•� Z/CENstl� �+ ASS/O N A L 6 -!E::> 3�, �- `7-z2--Zc?(0 7076 LE NAME: 7076-SITE.DWG BEET: 03 OF: 41 In 0 " 0 a GUTTER 314.32 GUTTER 314.55 - ,-14.57 ■ Bleyl & Associates � � o '... ` 0 / 313.00 314.80 312.70 \ 313.00 z ® NI 312.64 o I I 313.90 z J `3Z3.73 0 /// a _ ' 313.83 313.00 312.64 < �� 3 - 3�3"` Y� 313.00 \ 313.7 \_ �313.1 Q_ ss ss ss ss ss yg� SS 0 N 312 5 rn \I n z < a U z s < 0 Q o- c� �o n 0 n Bleyl & Associates f IV TIC 309.64 NG 309.32 309.13 309.94 309.94 309.86 306.87 _ 30.73 TC 309.42 311.2 � 309.72 309.678 �. � \ r 310.64 309.49`� 1- ► 6 a 312.64 313.00 309.95 -} 311.00 ss 312 75 310.21 ao 3 30 30 �� 1 7o 30 k- Ro \ o 31239 p, 47 \ \ 3 0.46 \ ' u 310.84 ( 310.97 r / 310.92 t Z.� �yQ� \ 1. \ 310.51 \\ \ - / I / 311.50 FL 15 RCP 299. ` ". 04 ` 309.58310.37 E 309.39 ` i 2 _. / � • � � -to dor 308.79 310.50 309.75 309.62 !� ��rC'. ��`� ` ` \ 309.42 ` / I � 309.90 \ 310.47 109.66 310.50 310.50 310.41 310J0 310.50 � � 1X 310.41 • / 310.5000 ' ] 307.24 i 1 /309.70 :8' g• / I J I 306.25 309.42 / �• / � � ! 307.00 / 310.47 • , J 307.77 307.53 308.88 PLAN r • .. 1 / 08.50 309.00 30807 A ss 309.00 SS ss ss ss ss 309.36 f I 0 15 30 60 120 PLAN LEGEND w EXIST WATER LINE EXIST STORM SWR LINE PROP STORM SWR LINE r PROP WATER LINE - EXIST SANITARY SWR LINE -- PROP IRRIGATION �} FIRE HYDRANT BENCHES PROP MAJOR CONTOURS PROP MINOR CONTOURS -- --- - - EXIST CONTOURS PHASE LINE DRAINAGE STRUCTURE PROP WROUGHT IRON FENCE OE EXIST OVERHEAD ELEC LINE EXIST POWER POLE EXIST LIGHT POLE I / / I I / NOTE 1. ALL EXCAVATION AROUND THE PROPOSED BOWLS / SHALL BE A MINIMUM OF 5' BENEATH AND AROUND THE BOWL STRUCTURES. SELECT FILL MUST BE USED PER THE GEOTECHNICAL REPORT WITHIN THE CONTRACT DOCUMENTS. EVI WED FOR /CQ . PLIANE ZOLL ALiG 0 ! 2010 cz EGE STATION ENGINEERING O z a Q Q Y 4 O p U w z w a o m 0 0 Q W O U u�i o o a a d Q o g F i5 xx I- m �-- U)' U� r/ Cd 0 V) rh M00 z�a� XMM to 0�^O W O� w aS ix,-," W Z UMW Z " o� W J Q 0 � W N N 0 Ir .,.� W a O U)) 0 0 x o0a-L` w O �� O �Q,00 px7M m U p�� X nmZNN •0 W C-4 1- fy CV n r-mw a .. 11, 1^I o 0 t� r, 0 co a � j--i W 1U U 0 ON a U ul 0 U O u 3�4 `7'2Z-ZvLO 7076 NAME: 7076-GRADING.DWG T. 04 OF: 41 z W W 0 0 J Z Ix Q 0 0 Bleyl & Associates N 60. -12�Wv, £ Bleyl & Associates k R \ 'PROP 2" WATER METER — PROP 5/8" WATER METER PROP IRRIGATION MAIN � / S 1.5" PVC SEE IRRIGATION PLAN SHEET T O� m0 � ,- jos o `3 u / 0 15 30 60 120 I / / / PROPOSED WATER SERVICE CONNECTION 12"x2" TAPPING SADDLE 30 _ 30 30 &030 0 3D Rq -- 30 - NOTE: 1. ALL WATER LINES SHALL BE CONSTRUCTED WITH CLASS 200 SCH. 40 PVC. / / / / REVIEWED FOR COM?0ANCE AUG 0 - 200 COLLEGE STATION ENGINEERING _ O z a a d Y Q O WU O N v N Q W a m U W W, O U a 0 0 0 0 a 0- a. Q m rp N W r Lu Q p MI N W 0 w +) F— T- M aao 00 Z to [U,�ow^_� ��f,0tD Osh^ cfl X ^MZ W W z �," Z 46 � W TT�� V) to Q O w •� a0 W N 0 x `C`j W Nopx a o �00a� C O�Nd4- CAaz°° O m .}� U Q x � to")� O�ooO (� � Q •� mZNN X W t^i O N rn 1- a Cq mw C� aT-4 a0) �o 1--� o 0�4 o � H ao H�"'� V U W Q ON Eq E-' �D a C.)� U� un o 00, O U OF TF A, DAVID L. BESLY S 81873 S/ONAL ? - 1?2-2�6 (0 7076 .E NAME: 7076-UTIL-WTR-PLAN. IEET: 05 OF: 41 z w w 0 z 0 z } w 2 a rM 0 0 0. J < U U w J w z x J 1 z a: J Bleyl & Associates I CAUTION APE 30" T MIN. 48" 1 FT. IN. FILL DIRT IMC T_ SECONDARY 2 FT. ILL DI STANDOFF PRIMARY GROUND PVC FEMALE ADAPTOR LONG SWEEI ELBOW 90' RISER POLE AND TRENCH DETAIL CIRCUIT #4 1" PVC CONDUIT WTIH 3-#8 CU CONDUCTORS 2-HOTS O 1-GROUND EXISTING TRANSFORMER 4 -1 "X36" ON 1 DIAMETER CIRC GROUN Q CONSTRUCTION NOTES 1. THESE DRAWINGS REPRESENT QUANTITY AND TYPE OF MATERIAL TO BE USED. EXACT LOCATION OF EXISTING AND NEW FACILITIES SHOULD BE VERIFIED PRIOR TO BEGINNING WORK. THE FACILITY LOCATIONS ARE NOT TO SCALE ON THESE DRAWINGS. 2. BEFORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE ELECTRICAL DIVISION RESPRESENTATIVE FOR EXACT CONDUIT ROUTING AND INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRIOR APPROVAL MAY HAVE TO BE REMOVED AND REINSTALLED AT THE CONTRACTOR'S EXPENSE. 3. ALL CONDUIT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIVISION REPRESENTATIVE BEFORE IT IS COVERED, NO EXCEPTIONS. 4. ALL UNDERGROUND CONDUIT TO BE GRAY SCHEDULE 40 PVC. SUBSTITUTIONS WILL BE CONSIDERED WITH PRIOR NOTIFICATION. 5. ALL CONDUIT WILL BE INSTALLED BY CONTRACTOR TO CITY SPECIFICATIONS. 6. CONTRACTOR TO FURNISH RIGID OR IMC CONDUIT (30' PER RISER POLE) CONTACT CITY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE. IMPROPERLY PLACED STUB UPS WILL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. CSU WILL INSTALL ALL RISER CONDUIT. 7. CAPS SHALL BE PLACED AT BOTH ENDS OF CONDUIT. DUCT TAPE NOT ACCEPTABLE. 8. SECONDARY CONDUIT WILL BE INSTALLED AT A MINIMUM 30" BELOW FINISHED GRADE. 9. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 00 0 BASKETBALL GOAL BASKETBALL GOAL HIGH MAST LIGHT FOUNDATION DETAIL BASKETBALL GOAL CIRCUIT #4 CIRCUIT #4 6 -#4 BARS F�SCALE = N= NONE N Bleyl & Associates GOAL 1" PVC CONDUIT WTIH 3-#8 CU CONDUCTORS 2-HOTS 1-GROUND LEVEL FINISH —� 0 0 0 0 TENNIS COURT GRAVEL PLAYGROUND \ 0 0 0 CIRCUIT #4 CIRCUIT #4 -- s r� - EXIST ELECTRIC BOX CIRCUIT #1 / CIRCUIT #3 IRRIGATION 1" PVC CONDUIT WITH 3-#8 CU CONDUCTORS 2-HOTS 1-GROUND TENNIS COURT 1" PVC CONDUIT WITH 6-#8 CU CONDUCTORS 4-HOTS 1-NEUTRAL 1-GROUND CIRCUIT #4 �s _ 1" PVC CONDUIT WTIH - 3-#8 CU CONDUCTORS 2-HOTS 1-GROUND PLAN r� 1 30 30 30 30 30 30 q�R30 R 3030 30 1" PVC CONDUIT WITH 3-#8 CU CONDUCTORS 2-HOTS 1-GROUND J CIRCUIT #1 x �(( `� 1" PVC CONDUIT WITH 3-#8 CU CONDUCTORS 2-HOTS 1 /�-1-GROUND J r' - -- PROPOSED IN -GROUND JUNCTION EQUAL TO BROOKS BOX 36 WITH CAST COVER MARKED "ELECTRIC" CIRCUITS #2&3 QS PROP ELECTRICAL BOX W/ 2-120V DUPLEX OUTLETS & WATER PROOF COVERS EACH DUPLEX ON SEPARATE CIRCUIT PROP METER PEDESTAL (BY CONTRACTOR) CIRCUIT #1 . •s CIRCUIT #1 PROPOSED IN -GROUND JUNCTION EQUAL TO BROOKS BOX 36 WITH CAST COVER MARKED "ELECTRIC" #3 AT 6" PITCH, 2 FLAT 0 15 30 60 120 TURNS TOP AND BOTTOM 18" MIN I I I 6-#4 REBAR 8' I NOTES: CONTOURS REPRESENT FOOT - CANDLES OF ILLUMINATION CONDUIT I I 5/8"X8' COPPER -CLAD LIGHT FOUNDATION NOTES: / STEEL GROUND ROD 1. ERECT POLES PLUMB AND TRUE. FORM AND LEVEL THE TOP 6" OF THE FOUNDATION SO THE POLE WILL BE 2" CLEAR 2" MINIMUM (TYP) PLUMB. USE LEVELING NUTS TO PLUMB POLES. DO NOT COVER (TYP) 10. GROUT BETWEEN BASEPLATE AND THE FOUNDATION. AGE TH SECTION A —A 2 STRANDED HCOOPPERL CONDUCBTOR.. BOND ANCR BOT TO REARCUSE LISTED BARE MECHANICAL CONNECTORS RATED FOR EMBEDMENT IN SCALE =NONE CONCRETE. �J I I f 600 W x CBS-07 N'.N NIA / ABC N 0 0 IQ I co I PROP TRANSFORMER & PAD. (PROVIDED BY CSU & PAD I I INSTALLED BY CONTRACTOR) I � I / PROP 2" PVC ' POWER POLE CONDUIT #28660-10 1-1/4 PVC CONDUIT W/8-#8 CU CONDUCTORS 6-HOTS 1-NEUTRAL 1-GROUND LEGEND AREA LIGHT HOLOPHANE "GRANVILLE LED" LUMINARE - GVE-116-AS-B-4-B-S-B 16' LONESTAR PRESTRESS, ROCHESTER SERIES POLE HIGH MAST LIGHT 4-HOLOPHANE "MIRROSTAR" LUMINAIRES - MS2A-25OPM-MT-H3-LS-K ON A 30' HOLOPHANE POLE - SSS3066G-D4-J4-BK-3 POLE MOUNT TRANSFORMER ODOO k 0 POLE 00000-M n METER —oE— EXISTING OH PRIMARY (ENERGIZED) I I CONTRACTOR TO FURNISH 30' OF RIGID OR IMC CONDUIT AND I A WEATHER HEAD. INSTALLATION TO BE COMPLETED BY CSU. J�v i I � OO O Q bo COMPS ONCE At 0 2010 COLLEGE 6 iATION ENGINEERING CONTACT SAM WEIDO (CSU) 764-6314 TO COORDINATE INSTALLATION. 0 z a a` Y a o v w w a U m Q W i�' 2 I.- w Q w U U to 0 Ir 0 a. Cl- a m oCO F � N= w ~ WzW u- W a } w F- O of a c3�v -N �owx �-1 w^_u- ^ M co Z < n m ,Cd DQ o�llr,-0,o w c� 0 Itp Z�,,, w Z o 00) z °.' w V1 t a o_ w w N o x C;d•b. w Noox n_ o w wF,aw 0 I 't x o axNn m X (0 X r� 0 Narnrn F- M w a w �r, mw � C�d QV a0) o o� Z� ova w 1�1 F-Zj p.,, E E W w W E. 4 W � z _Cel awe U I z H �z � O N � a 0 � � 0 U E MF-h * A DAVID L. BESLY ss'/o k�A L �..� 7-22PROJECT NUMBER 7076 _E NAME: 7076-UTIL-LIGHTING- IEET: 06 OF. 41 DWG Bl 1 V. A • t ey ssocia es `_ /! EXIST STM SWR MH � � ••\ \ \ �'� � \ \ � '� \ -, PROP 10 IN STORM DRAIN 1 \ \ ��``• �\ �\ STA: 1+44.98, 0.00' EXIST 15" RCP \ W / --� _ RIM: 301.50 STM SWR LINE \ �� �� \ '4p�,k / PROP STORM SEWER CLEANOUT 1 ` I ., \ p STA: 0+68.56, 0.00' 1 I -�` FL 4" IN (SW): 297.17 \ \ \�o \ \ \ \ \,`� RIM: 309.48 FL 6" IN (SW): 297.21 � \ \ \ ` �\ F Rp /� EXIST CONC. HEADWALL I PROP 4 inch PVC Pipe SDR 21 IE 6" IN (S):296.10 (PERFORA Lq) \ 1 ) \ \ FL 4" IN (SW):307.10 4 inch PVC Pipe t ,STA:4+09.fi1, 0.00' STM SWR LINE 6 OUT (NE):296.00o t \ EXIST 8 SAN SWR \ �� RIM:296.87 FL 4" OUT (NE):307.10 / s \ \ \ \ . \ W (TO REMAIN) \ \ITL 18 IN (SE): 294.83 18 inch ` PROP JUNCTION BOX 1 \\ \ \, \ x \ , �.. / PROP 6 inch PVC Pipe SDR 21 \ STA: 2+31.69, 0.00 \ ` �� & / 1+00 _ _ / t STM SWR LINE , t RIM:�310.00 0+00 \ 1 \ 4- \ i I \� FL 6 IN (SW):295.50 �- 57LF PROP 6 IN PVC PIPE ' . ` - ^ _ , I t t FL 6"" IN (S): 296.68 ` y. / t o } f STM SWR LINE ® 2% / • i \ I \ 18 OUT (NE): 295.40 x (/ PROP 10 IN STORM DRAIN 2 .� 0 i S 0 STA:1+07.04, 34.07' R - • ' I / '`\ PROP 18 inch HDPE Pipe RIM: 304.50 / I 66LF PROP PVC PERFORATED PIPE " • `tom \ 1 ` ` PROPS 8 inch LINE HDPE Pipe i ! ! ! / I STM SWR LINE EXIST 4 inch PVC Pipe rL 6" OUT (N)• 299.00 ' STM SWR LINE ® 1 % j • \ \ \ , 1 ! 1 I • / / ` \ STM SWR LINE 22LF PROP PVC PIPE STM SWR LINE CAD 1% I / • ! / � ,� x PROP 10 IN STORM DRAIN 4 \ 1 I / J ► I 11 ! / PROP JUNCTION BOX 230 STA:2+23.42, 20.72 R � 1 ( STA:3+43.72 0.00' 2 34LF PROP 6 IN PVC PIPE 1 / J I -7 \ STM SWR LINE 0 1 % RIM: 302.50 \ 3� ,o"' ' 303 FL 6" IN (S): 298.50 00 / I I 'f I I RIM: 301.51 / / \• \ // PROP 10 IN STORM DRAIN 3 11 ( )� ( i / N ' ( ( / FL 18" IN (SW): 2c3o4)6 18 inch HDPE P' / FL 6 IN SE 297.00 PERFORATED � • J � I / \ \ STA:1+96.88 42.39 R / FL 6 OUT (N):296.90 „, ( ! Ft_ 18 OUT (NW):294.96 312 310 308 306 w w 0 0 -t z 304 } Q 0 O 302 CD 0 J O w a 4 z Q J a. IV K 11111 298 QoItv 294 292 t RIM:303.50 1 34LF PROP 6 IN PVC PERFORATED PIPE / FL 6" OUT (N): 298.84 / STM SWR LINE 0 1 % I i i it l i 11 1° I PLAN 0 10 20 40 80 D O z O w U 00 d0' xi O toto0)W tNFr- O z W d ° rn (oN zo 0 W � 3O :� �Z vix� 0 .*� O � W ^3z Om ZOv0o -- W t M�ILr2 d-1 O MZ 0 -� +OZ - ---_ -""_-- O- -- 04 U) L \ PROP GRADE Zw cn FE t� L=t \ Q EXIST 4 inch PVC Pipe NATURAL GROUND N rn x -t SWR LINE ® 1.00% Qo '7 O rn rn 0) JSTM O O riN _j Q O N •• 33,: v scs o No z^9O O 00�00 z Q UI aJtn O Q t o0O Z ri orn W NzZ-+O-- O a vItN O�t Z O-� + U N a M M zrn p0 00 o Z ipM0Z = -� WIST (0 n 173 LF ~iL�io I F Fr 15 inchRCP x�M zOjva L.--j ®� STM WLINE 8 a n a WV)�•oo +zo v Q ---- ---- 11 EXIST 8" SAN SWR (0 REMAIN) If.299.84 II f 2. II PROP 108 LF PROP 84 18 inch HDPE Pipe SDR21 PROP 64 LF LF 6 inch PVC Pipe SDR STM SWR LINE 00,58% 21 STM SWR LINE ® 0.30% 18 inch HDPE Pipe SDR21 STM SWR LINE ® 0.20% I EXIST 24" WATER (TO REMAIN) 2 9, FL, 290.09 0+00 Bleyl & Associates 1+00 2+00 VERTICAL SCALE = 1OX HORIZONTAL SCALE 3+00 312 Cr MIN. MID.) 310 308 304 302 300 298 296 294 WITRIVA 4+00 4+20 6" MIN f►�11i.R7iP.1 SELECT A MATERIAL 6" MIN. (TYP.) 1i SACK CEMENT/TON STABILIZED SAND HAUNCHING BEDDING MIN. 6 INCHES FOUNDATION (MAY NOT BE REQUIRED). USE CLASS I (CRUSHED STONE OR GRAVEL) MAT'L FOR WET SOIL AND UNSTABLE FOUNDATION TYP, BEDDING AND TRENCH BACKFILL FOR HDPE PIPE 0 SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO .47o OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO .4% OF OPTIMUM UNDER PAVEMENT AREAS. REVIEWE® OR COMPLIANCE AUG 0 l 2010 COLLEGE STATION ENGINEERING O Z a Y Q W O Z O U Y Z w a M U OU � a o a a a Q m OD 0 F � � W ZY � �� o M N W � t- O a +� F-oWx �_� n� WDa ^ th00 Z<0 QMM (� pWn0 -- FFW �-+ 1* 6 w (� v 1�� 0^ Z.-.M W _Z O O M U 5 Z oZj W J V L �ZO Q 05 •� o W N N 0 w •� W Noox d v- O W O0�'r'� N 0 Q t) Q<aoo W W f •� 0 mZNN N}Off F- a m �mw �� Q� O 0 w w p., H �H �U w a o UU O z E-4 Py ON � a � U O � �6 OF TF� h 9 DAVID L. BESLY - s 81873 O� �CENSF-� � FSS��NAL F'�V (2)� 7- 2 2-ZvLd PROJECT NUMBER 7076 'ILE NAME: 7076-UTIL-STORMI.1 >HEET: 07 OF. 41 0 Bleyl & Associates LANDSCAPING POINT CALCULATIONS SYMBOL SIZE NAME & TYPE QTY POINT VALUE POINTS • + 8" AND LARGER EXISTING W/ PIN OAK TREE CANOPY -RE 2 400 800 BARRICADE + 8" AND LARGER EXISTING W/ PECAN TREE CANOPY TREE 3 400 1,200 BARRICADE 8" AND LARGER RED* OAK TREE + EXISTING W/ CANOPY TREE 1 400 400 BARRICADE 8" AND LARGER LIVE OAK TREE + EXISTING W/ CANOPY TREE 2 400 800 BARRICADE 2.1" TO 3.4" • CALIPER CHINESE PISTACHE—PC 4 150 600 (65 GALLON) CANOPY TREE 2.1 " TO 3.4" • CALIPER LIVE OAK— QV 17 150 2,550 (65 GALLON) CANOPY TREE 2.1" TO 3.4" • CALIPER CEDAR ELM— UC 6 150 900 (65 GALLON) CANOPY TREE 1.25" CALIPER AND LARGER CRAPE MYRTLE— LI 11 40 440 (30 GALLON) TREE 5 GAL. LIGUSTRUM— LJ 48 10 480 SHRUB STREETSCAPE (325'/50) x 300 PTS = 1950 PTS (325'/25) = 13 CANOPY TREES POINTS PER PROJECT AREA 126,300 SQUARE FEET OF SITE AREA 126,300 / 1,000 = 126.3 126.3 x 30 = 3790 PTS - TOTAL POINTS REQUIRED: 5740 TOTAL POINTS PROPOSED: 8170 ss ss ss 2—UCQ ...`.NE ■ ■ \V / `V . 4v1 7 ELEVATION UKINr%IN;j rUUIN I HIIV RE: CI VI L Bleyl & Associates DRIP LINE SAFE T—POST CAP 4'-0" HIGH PLASTIC WIRE FENCE WIRE TIES, 3 PER POST AS SHOWN . 6'--0" T—POSTS ® 8'-0" O.C. 16 GA. SMOOTH WIRE STRETCH ACROSS TOP OF FENCE & SECURE FINISH GRADE TREE PROTECTION FENCING TO BE PLACED AROUND TREE AT THE DRIPLINE, TYPICAL, AS �-- PER NOTES. 4'-0" HIGH PLASTIC MESH FENCE RE: B/ THIS SHEET STAND OF TREES A TREE PROTECTION FENCE PLAN P NTS NTS 4 l 19 30 30 30 30 30 30 30 3a 30 .. ` OCK pRAIRj � Moab TYP OF 4 THIS 5HEET KEY 1 AREA TO RECEIVE SOLID SOD NOTES: 1. THE CONTRACTOR SHALL FINE GRADE AND HYDROMULC H ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE NOTED AS AN AREA TO RECEIVE SOD. 2. ALL BENCH LOCATIONS SHALL BE FIELD VERIFIED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 3. LOCATION OF PROPOSED PLANT MATERIAL SHALL BE FIELD VERIFIED BY THE LANDSCAPE ARCHITECT. REFER TO SHEET 34 FOR PLANTING DETAILS AND 15"-0" SOLID SOD ��� REFER TO SHEET 2 FOR PLANTING NOTES AND THE ALONG PAVEMENT EDGE PROTECTION NOTES. AS SHOWN, TYP. BENCH PAD, TYP. �---"�� ss ss RE: 13/34 -`-~--- TYP OF 4 THIS SHEET 0 30 60 90 CLARK CONDON ASSOCIATES LANDSCAPE ARCHITECTURE v4m SWb Lmk Rood Houdm Tiom 7p* MAP m hl-lb Impb 12-Ap 0 z d 4 Q O O N M z Q W V Q d d a wM04a. +' C: S V J Z (n v ao ( l W d M] 4-j ~ I (D LLJ • .�. 0 Z.-,n 0 M z Z fJ V ¢i Z W U) ok J Q 0 •� O Lu O (4 C •� W °. ;dW �na� p nn ,o) W0 < OXNNg�id omm oIQ ot-S Q m Z"", � Q CD03 N�CD m W 03 T M sl� 0) 13-1 0 �94 I 0�4 Q a 01 E m n LLJ e� W 0 z CL <C Io U U U} O N E-4 Z a pq W 0 U P-4 PROJECT NUMBER 7076 FILE NAME: L1.01.DWG SIEE1R�� flk )MIMI I- I JU 0 2010 t DEVELOPMENT SERVICES PLAT FILED1� Bleyl & Associates LEGEND 1 VALVE SEQUENCE 50 GPM GALLONS PER MINUTE VALVE SIZE RAIN BIRD PEB SERIES VALVE RAIN BIRD 33DRC QUICK COUPLER C� RAINMAS7ER EVOLUTION DX2 12 ZONE PEDESTAL CONTROLLER ® RAINMASTER EVOLU11ON DX2 FLOW SENSOF ® FEBCO #850 2" DOUBLE CHECK ASSEMBLY ISOLATION VALVE (LINE SIZE) QM WATER METER 2" (REQUIRED) RAIN BIRD 1404 BUBBLER RAIN BIRD DRIPLINE XFD-06-18-500 ■ ■ ■ ■ ■ ■ 6" SCH. 40 PVC SLEEVE w z F C 0 m a . r. I N i I. Y G. Lf F- z 0 16 0 i t PR-4/Rj£ R0,4t) IRR. CONTROLLER - 77. ..........,w •r...,,, asp••^ NOTE: IT IS THE INTENT OF THESE IRRIGATION PLANS TO PROVIDE LOCATION OF VALVES, HEADS, VALVE BOXES AND QUICK COUPLERS AS ACCURATELY AS POSSIBLE. AT TIMES EQUIPMENT WILL BE SHOWN IN PAVED AREAS. MAINLINE AND LATERAL PIPING WILL AT TIMES BE SHOWN TRAVELING THROUGH NEW AND EXISTING TREES. THIS IS DONE FOR CLARITY ONLY AND SHOULD BE VIEWED AS DIAGRAMMATIC. HAND TRENCHING IS TO BE USED BY THE IRRIGATION CONTRACTOR IN AREAS WHERE THE ROOT SYSTEM- OF EXISTING TREES MAY BE DAMAGED BY A TRENCHING MACHINE. art, �µ J ?i f IPA *61 �.r�rnoo ,�""—• ...'.".'"""'.:awn:...^=.' j f f i •mod ' CLARK CONDON Chu& Pj!/cdo, Inc, A S S O C I A T E S il 9 � Aubws cmadmw LANDSCAPE ARCHITECTURE 0 30 60 90 mum= ww@dwf v mm am ft aw lambau"wx w*m SWW L mk hood HwA*m% Tw 77a* ; i z � ' w � r � O ; i Q. Q i ; w I i � 3 ; > Q.' 3 N !Q i O 0 N OM O a� Z zz 3 U N Bleyl & Associates 6" MIN. DEPTH STONE (ASTM D448, 3" TO 5" DIAMETER) OVER GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. z W 0 z 0 J z Q r: rn n z Q J d J 0 z O U z O V) 0 q n k EXISTING STREET Bleyl & Associates Bleyl & Associates 2"X4" WIRE MESH / FASTENED TO T=POST S \ Q SEDIMENT CONTROL FABRIC J -�-- METAL T-POST FASTENED SECURELY TO AS REQ'D. TO MAINTAIN. T-POST & WIRE MESH * MIN 12' SHALL BE FULL SPACED 6' APART 8" OF FILTER FABRIC TO EXTEND Q / WIDTH OF SITE ENTRANCE INTO A TRENCH AND BE ANCHORED ` 0 SILT FENCE AND/OR WITH COMPACTED BACKFILL \\ HAY BALES TO BE ALLOW 2.5' TO 5' AT TOE OF SLOPE USED IN AREAS OF FOR SEDIMENT TO ACCUMULATE. DRAINAGE FLOW. ALIGN FENCE ALONG SLOPE CONTOURS. / L NATURAL GROUN DIRECTION OF FLOW 30 J �v ; J r i )NTO eW MIN. TRENCH :ETS. 20" 30 30 --_-- 30 — --- _ 30 ' V f " 30 � ROE — 30— 30 0L SILT FENCE ASSEMBLY `\ �F -- ���� , \ — _ �Rpq �°— \ 30z_ 0 SCALE: NONE 0 15 30 60 120 PLAN LEGEND I � SCF �■ SILT CONTROL FENCING HYDROMULCH DISTURBED AREA ® CONSTRUCTION EXIT PROP MAJOR CONTOURS PROP MINOR CONTOURS — --- — EXIST CONTOURS * PROVIDE A 2' STRIP OF SOLID SOD AT ALI CURBS, EDGES OF CONCRETE, FENCES, MANHOLES, HEADWALLS, AND OTHER STRUCTURES. EST CAD 650 SY OF BERMUDA SOD & 1.05 ACRES OF OF HYDROMULCH. / / / / 0 z Q a Y Q 0 U d W U N U Q w a m f- moO W U Q O o Q o 0 ate. a. a_ Q m[5—;�: M N �— >sr w jr I— O W X V1 Lu'-_� Z (n p, V) Owl%. •r--j Od W V z�-.M z o OUM� z W J Q z ,O,_^^ V/ •� W W o 0 N w WZ a.. •i-i N NO Ox O m=Q 0 L^a� r� w O u) 'w O :2 < 00 m W w Z N N I,yI 0 N a pMO) a m �� �� Q� 1�1 rI z a a o o d 0 o �Na I- Z W �U � rA E z o a w p u " z E-4 O N O a h�-/-'� V1 o� Cl)V1 t3 w ul o U U O U DAVID L. BESLY 7 ••z 81873 ,• '�07 SSA/•0 N"+•A•l;•`� % Z2-ZvL� 7076 NAME: 7076-SWPP- PLAN. DWG T: 10 OF: 41 \ � \` \ � x` \ ` ' �\ ` ` \ - \ � ` � ` ` ` ' � � \ � ` \ � � 0 Ld ' \ � / � - / ' ' \ � ' / Ul ' OF -.-' All , CENS� -m�'5'/ONaL _ -- w PROJECT '`~~~^~^ ' ma ���I I In Iq I I ��m | 7n7R | LLJ NOR rl 5 � FILE NAME: SHEET: 1 � || 41 Bleyl & Associates .v'•a' rr s � ` �t 'i �l i I ;t ..� L ,1 'Z rl 6 r4 X, `� �� ,- /// // /// P3.1 lo a. Ld f ' } - -- r w 17 _< ; Z SP3.2 z N ,ter r r /� J /1071 Bleyl & Associates / i Vi 7 LEGEND ® CONCRETE SURFACING -- / SHOTCRETE SURFACING 2 , ® GRANITE LEDGE -�- CONCRETE EDGE -�- STEEL PIPE COPING 14 FLAT STEEL BAR EDGE 16 HANDRAIL I a 0 z Q U) Q Y Q 0 w c� Z U Q m U 4 U w w 0 0 0 a. O 00 F � F Nw 0 OW0 W 0 jr u- < 0� d U =U F- — W X V1 �^_U- U W ^aM o0 Z0 X�M W V W v Z^M Z O OM�i 0 Urn Z V 1 `•'JV( ui J a z 0 Ld •� W N o N w Ld c ] W O 0 u)Npx 0 bb aIXr,- oN� OU)dO MQOB m N (�� ci OI'm0 x �L/ •N, mZNN w 'm—I 0 NQ0)� I- h"�1 sy N Ir I- I- a mom, w Q� r� W � O O I H 10 1 � U U UN U N ■ r � O r0n- V ! o C/), "_ -)- Z z, _-Zito PROJECT NUMBER 7076 FILE NAME: SHEET. 1 2 OF: 41 Bleyl & Associates i' r' ram. rr • O M r z W w a z O N 0 z f- w V) 0 z Q Z w m D U O U i) LEGEND ® CONCRETE SURFACING -�- /,�' v i' SHOTCRETE SURFACING 2 STAMPED BRICK SURFACING s2 CONCRETE EDGE -�- ' A' STEEL GRIND EDGE -�- _1 X. FLAT STEEL BAR EDGE 1s `.N,lj HANDRAIL -�- 0 5 10 20 SCALE: 1 "=10' NORTH SQUARE GRIND EDGE 15 O Z Q Q Y Q O W Z U Q m U U Q w w VI In 0 a. O n F � H � W � JQ� vXW a 0wo Ld w -o0 //�' _p h O W X � V L L ^ _ a M o0 Z CO CO r(D �r W t V Od Zr.M W W z o 0M� z 0*6 W _J 10 ao Q 0 V) � W N N o Ex c, p� .� W a p NOZOX Lr a S ro '* 0,K)X , m I OWO N CO N Q W V/ .O m Q �� ~ �A WPFI I ��r- rr- m w W '� �T V✓ O J o rn '^- VJ M+i E W z W O FU U ON H U) T U) O Cn O PROJECT NUMBER 7076 FILE NAME: SHEET: 13 OF: 41 Bleyl & Associates 311-50 EOC 310.47 EOC 311.50 TB 1313 311.58" 310.50 310.50 EOC 311.50'TB 301..50 31050 311.58 E 10. 0 BB 310.58 310.50 EOC 3)0.50 EOC N! 310.50 EOC ioc 310.50 EOC 310.58 EOC 311 310.50 EOG,---- z w w 0 z 0 z ::5 310.50 EOC 310.174 EQQ-, -k _ _ =. .. y.�.. ---307.00 EOC 807'24 E&C (0 A z X 307.94 E6 z 0 Q 0 z Li \�V5 nr z 0 z X1. 0 z z D U 0 'v Bleyl & Associates 310 310-.2 N N 11 ". `fit tit' E00 IJ tt ;f N, EOC EDGE OF CONCRETE INV INVERT ELEVATION-, RIM RIM ELEVATION FS FINISHED SURFACE TT TOP OF TRANSITION BT BOTTOM OF TRANSITION -TL TOP OF LEDGE '7 TS TOP OF STAIR TB"-- TOP OF,;BANK BB BOTTOM OF BANK TW TOP/OF WALL TR TOP OF RAIL BR BOTTOM OF'HAI ® it 0 5! 10 20 NORIJ EOC EDGE OF CONCRETE INV INVERT ELEVATION-, RIM RIM ELEVATION FS FINISHED SURFACE TT TOP OF TRANSITION BT BOTTOM OF TRANSITION -TL TOP OF LEDGE '7 TS TOP OF STAIR TB"-- TOP OF,;BANK BB BOTTOM OF BANK TW TOP/OF WALL TR TOP OF RAIL BR BOTTOM OF'HAI ® it 0 5! 10 20 NORIJ III 0, 111 PAP Blame 0 z O w m z < < < 0 z 00 0 F= i�-W?5 U) w z g 0 u- OW 8V) It XW w n Uo0 WX CVL Z,)) z < W LL. Q) 0- V) oo Z 00 4-� 0 x<n n r) 0 Ll�- r- DD LL- Ldd- w 0 W -*-0 La of OM� '-Nrl) z o(3) z 0 z tao 0 o V) w 0 Q) 0 LL. 0) C*4 ir w 0- 4-- .P-4 04 z V) (::) 0 X 0 00 < o- LL. C) Lf) CY) < m < 1 00 m 0,—K) 0 00 0 < ir (0 (0 X Q) Q) 1 04 04 W r ---b MZ, F- 0 C-4 < (7) 0) C-4 >- 7, PROJECT NUMBER 7076 FILE NAME: SHEET: 14 OF: 41 z LLI LLI 0 O z 0 0 0) IN, r- a- r- z z w 0 z LLI w 0 z 0 -j z z z w m D O 5-1 6 Bleyl & Associates r.r is Y. 310.51 EO( N 310.64 E00 312.64 EOC X Bleyl & Associates 307.94 E X, ��"A x".5 W M 308.49 EOC 309.24 E07 309.02 C 0 EO 9.02 EO C 1 E (30 111,\7 'A f 010.05 310.73 OC 311.17 EOC 310.87 OC 310.95 -310.81 EOC, J/ Az '; 310.87 E00 Z-� 31 L1.00 EOC LOO EOC 410KI 30967,z6c I LEGEND EOC EDGE OF CONCRETE INV INVERT ELEVATION RIM RIM ELEVATION FS FINISHED SURFACE TT TOP OF TRANSITION BT BOTTOM OF TRANSITION TL TOP OF LEDGE TS TOP OF STAIR T13 TOP OF BANK BB BOTTOM OF BANK TW TOP OF WALL TR TOP OF RAIL BR BOTTOM OF RAIL i �� 0, 1 IN 1.1 PAP I I I a a pLwd 10 0 Z Cr V) Of 0 LAJ z M LLI 0 w m 0 z 00 U);w5 n w z z O 0wo 0 In w 0 < U) ICL; (W ., a 6to a. b u F- o LLJ X z z 0 < w LL- 5 5: z a_ r) 0c) z (n tQ < n 00 rr, to 0 x r) n c) 0o I w rZ 0 I LL- Ld It 0 LL, Ld z 0 z 0 z 0 LLJ bb z 0 V) ui Q) 0 04 LL- 0 w Ljw I-- C-4 Z a_ 0 V) 8 0 x .00 r< LL. 0 w F, (L cif 0 r- U-) 0 4 < 0 mo<, 00 0 x R) m 0 <WO60 < (0 of . 04 m z x Ld 0 N < 0) 0) CS1>- r, r, r- it 0) cy) 0 F DAVID L. BESLY 81873 4*7 0'" /CrNS SIONAL t 2-0 t 0 7076 FILE NAME: SHEET:' OF: 41 Bleyl & Associates / Jr. _ x z0 z N /•' /r N z z w U 0 Cl } i z w w 0 z O J N 0 z w cn 0 z a z w U O e3 \ \ 313.00 EOC 14.57 EOC 314.80 EOC 313.00 EOC 313.00 EOC %r 312.76 EOC 313.00 EOC C , G J 311.17 E i 41? 310.51. EOC 310.64 EOC r ` r -,• i .._, ✓ t,•,-....___.___._......_..._..._...._.___ i 312.64 EOC r jr f rr'' 310.87 EOG / N ; > / J,, . _ - `" /• _ ..311.00 EOC 3 0 EOC 312.64 EOC,, ' `� ',,'' .,.,r'./' % J,. rto �,_..7.,.•„+1 �,; r fr 312.64 EOO," %,.•',.•-' � ia.l ,.f' ,;ram ---313�00`EOC "' { .•;;�''' ,• it .%r �, �, _ j 312.641roc r / 3 2.64 EOC ,ram ,' � G/; � •-,: i % 312.72 EOC 312.88 EOC 313.00 EOC 312. 312.88 EOC 313.00 EOC ` \ 313.00 ' LEGEND EOC EDGE OF CONCRETE 313.00 EOC / fW' f INV INVERT ELEVATION % RIM RIM ELEVATION 4Yvd- FS FINISHED SURFACE TT TOP OF TRANSITION BT BOTTOM OF TRANSITION TL TOP OF LEDGE TS TOP OF STAIR TB TOP OF BANK BB BOTTOM OF BANK TW TOP OF WALL ! .r Al", /f ,' rJ f f`� 7Lm= 0 5 10 20 SCALE: 1 "=10' NORTH TR TOP OF RAIL BR BOTTOM OF RAIL I a I I O z Q N Q Y NQ O w r- c� z U Q O } � m H U o U) o 0- ZO 00 F H N w y� O O > O u- �QQ W V < N a w �o (L +) F-owX n� �n=� W , -�-� Z � 00 co XM0) �n QWpp0 ll. F- 1� cfl • c� 0,t� w w �M z O0 z w J T� Q V) O W •� w N Q o N w w •� NOoX O to r,(L� o r-1 W 0 LQ 4 O ga00 m (n (j� U oWmQ X V/ n mZNN w r--I p N a rn rn F- IL-4 04 } a �mvrn ?-ZZ -taro 7076 FILE NAME: SHEET: 16 OF: 41 z Ld w 0 z 0 z 55 0 0 Bleyl & Associates Li Bleyl & Associates jw. PROJECT ....... BENCHMARK SQUARE CUT ON HEADWALL N:10198551.5789 E:3567729.1075 Z:301.06 IN PAP I I 'PAP I I I a 0 z th cc C) w z w 0 a 0- 71 76 48 10 81 103 102 83 \ \ ` � \ \ \ \ Ld MA LLJ Ld 5-1 a 0- C I W 0 z z Ld m D 0 0 Bleyl & Associates ... .. . ... Li Bleyl & Associates \ X -/ 9, 145 14 4b 144 Z// f /A (0 0 2 Z 128 1125 00 1-9 126 127 51 Z, 113 135 t. A 139 140 "1 0 137 )7 129 i j �. 0 5 10 20 SCALE: 1"=10' NORTH 14 ���19 1.1004 IN P. I I a I I 0 C WE 0 nI* 0 z z < Lii LLJ 7) < 0 o w w a a. z< z2i'� Lu 0 u- Z) ( 0c) Z (f) Oxto 00 en r� (0 I tv C) 00 LL- 6i Ld It 0 co w LL, Lu of z -, 0 z C-) 0) z 4d LLJ w z 0 V) 0 V) Ld LL- Q) 04 0 rr_ Lj LZ0x a- 18 to C, V)0 (X) :E < 0 a� r, a. 0 r- 0 Lr) 0) U) CN4,* < 0 m< � 00 ax�n m < I 0 Vi 06 to (D 04 C*4 m 2 X Lj F- 0 04 <'a) 0) r-wom 0 0 z 0 V2 E- z (2-4W 0 00 0 0 ON 0 0 U YY 7-2 2 - Zoto PROJECT NUMBER 7076 FILE NAME: SHEET. 19 OF: 41 z w w a z 0 z O z z w m D 0 0 0 C w (n a z (n I-- z w :2 D 0 0 Bleyl & Associates 6 GAS f 166,. Ke� I —A 0 00 co A ' yD W 8 1) 0 0 147 42 48 %K 145 7 ra '148 14 4 149 161 A\ 151 45 152 15 150 x\ 159 157 4 154 i ''' ` 160 158 155 156 tk 162 rr42 C v 1 Ll 8 63 165 L ......... 164 00 (3) L32 40,/' 41 QQ L31 /,v X 5 10 20 SCALE: 1"=10' NORTH 1<39 140 138 PC 1.1 IN I I a 0 K O w Z < w < 0 < ti Z0 OD w Z;i FO= w <u) u w L� X Lj < OWO CL w � E; � w a. 5 ;: r-) t- — LLJ X z ) 0z Ld r, 0 L<L- 5 a- I) op Q) Z r4) < V) 00 r, (0 b.0 oxre)n TO- r00, 01 w (0 I LL r---i Ld w z two) Lu Z 0 0 C-) 8 z CY) LLJ Z 0 V) • C:) V) LLJ LL- 04 0 w LU LAJ Z 0 En,OX w F, a.0 cr r 0 r- to 0 U) C-4 < 0 :2 < e 00 m CK) 0 0W X (0(D 03 m CN C14 z V2 0 C14 b) 0) c ��, 3ad PROJECT NUMBER 7076 FILE NAME: SHEET: OF: 41 z w w 0 z 0 z a o_ 0 0 rn a r z Q } i z w m D U 0 0 r / z w w 0 z 0 U) 0 z 0 z Q z w U O U Bleyl & Associates POINT TABLE POINT NUMBER NORTHING EASTING 1 10198551.5789 3567729.1075 2 10198287.6087 3567615.9840 3 10198283.2666 3567613.3344 4 10198268.9302 3567610.2223 5 10198252.6746 3567617.9524 6 10198247.4271 3567623.2422 7 10198241.3517 3567627.7776 8 10198238.3033 3567656.6640 9 10198243.4761 3567664.7860 10 10198242.8507 3567672.7166 11 10198237.9406 3567678.1626 12 10198230.1056 3567679.6052 13 10198178.4119 3567688.9773 14 10198139.0535 3567696.1131 15 10198125.5296 3567698.5649 16 10198118.4896 3567696.3938 17 10198060.1217 3567638.9233 18 10198010.6652 3567590.2425 19 10198002.9862 3567583.4353 20 10197996.6256 3567577.7968 21 10197972.9707 3567550.1642 22 10197927.9542 3567498.1659 23 10197920.6357 3567478.6672 24 10197918.7888 3567451.5983 25 10197915.8953 3567435.6157 26 10197910.7327 3567416.6509 27 10197905.0186 3567401.1719 28 10197900.3244 3567392.7462 29 10197894.9597 3567384.5239 30 10197879.8411 3567358.6120 31 10197872.9313 3567362.6436 32 10197885.4365 3567384.0765 33 10197887.6714 3567388.8147 34 10197893.8069 3567405.4520 35 10197899.4270 3567420.6912 36 10197904.0873 3567437.7535 37 10197907.0030 3567453.8591 38 10197908.6021 3567471.3418 39 10197908.6395 3567487.5842 40 10197908.7355 3567500.5218 41 10197910.6871 3567505.7215 42 10197925.7424 3567523.1119 43 10197945.3782 3567545.7931 44 10197947.9963 3567548.8172 45 10197967.6321 3567571.4984 46 10197984.6852 3567591.2663 47 10197991.0458 3567596.9048 48 10197998.3721 3567603.3994 49 10198096.9727 3567700.4128 50 10198122.0256 3567711.4107 51 10198155.9539 3567705.2446 52 10198165.7440 3567703.4697 53 10198193.8719 3567698.3701 54 10198232.2459 3567691.4128 55 10198240.1141 3567689.9641 56 10198243.2426 3567689.8038 57 10198271.1872 3567692.0360 58 10198282.2293 3567704.2352 59 10198295.2229 3567725.1612 60 10198302.2522 3567730.2054 61 10198329.0754 3567727.3699 62 10198334.1299 3567721.2141 63 10198329.5288 3567690.2883 64 10198300.3072 3567688.3306 65 10198290.5210 3567673.6432 66 10198296.4399 3567663.9961 67 10198300.3125 3567660.0256 68 10198301.6330 3567657.0596 69 10198303.8703 3567652.0353 70 10198309.1909 3567640.0869 71 10198293.6093 3567616.1717 72 10198293.6610 3567633.1717 73 10198243.5578 3567642.6145 74 10198328.4597 3567706.2525 75 10198294.7797 3567699.9881 76 10198293.6610 3567620.1717 77 10198287.6215 3567620.1900 78 10198285.0221 3567620.1979 79 10198284.3173 3567619.9103 80 10198279.6976 3567615.3599 81 10198270.6480 3567613.8346 82 10198254.3924 3567621.5648 83 10198250.8390 3567630.3302 84 10198247.2732 3567634.2811 85 10198245.8215 3567633.9038 86 10198241.2942 3567651.3252 87 10198245.1656 3567652.3312 88 10198248.1469 3567656.5211 89 10198247.6285 3567663.0105 90 10198260.8091 3567669.1998 Bleyl & Associates POINT TABLE POINT NUMBER NORTHING EASTING 91 10198261.7026 3567669.0753 92 10198265.8722 3567668.4943 93 10198274.9031 3567664.1997 94 10198277.9853 3567661.3322 95 10198278.6458 3567660.7178 96 10198281.8066 3567659.2147 97 10198285.1221 3567649.8869 98 10198282.7596 3567644.9189 99 10198272.7655 3567641.3666 100 10198267.3470 3567643.9434 101 10198264.2647 3567646.8109 102 10198262.9627 3567644.0728 103 10198267.1323 3567643.4918 104 10198274.8055 3567639.8350 105 10198277.1373 3567638.1519 106 10198281.9940 3567638.9060 107 10198286.0947 3567649.8576 108 10198288.5400 3567654.9998 109 10198281.6381 3567664.3916 110 10198261.7698 3567673.8387 111 10198327.6955 3567718.2330 112 10198318.9934 3567698.8777 113 10198306.7447 3567699.3224 114 10198298.5257 3567692.9193 115 10198286.9822 3567698.1993 116 10198288.4228 3567716.1840 117 10198296.7791 3567721.1211 118 10198305.5206 3567727.2812 119 10198324.8278 3567722.1141 120 10198239.5049 3567683.8907 121 10198230.6218 3567685.5263 122 10198206.5770 3567689.9688 123 10198207.6473 3567695.8726 124 10198192.8016 3567692.4663 125 10198161.3270 3567696.6626 126 10198157.7490 3567697.3113 127 10198157.4247 3567695.5223 128 10198161.0027 3567694.8736 129 10198091.7424 3567675.6713 130 10198094.5486 3567672.8208 131 10198084.5718 3567662.9992 132 10198081.7657 3567665.8497 133 10198062.1537 3567666.1489 134 10198064.2579 3567664.0106 135 10198058.5558 3567658.3994 136 10198056.4516 3567660.5377 137 10198045.8321 3567640.2863 138 10198048.6448 3567637.4422 139 10198034.3477 3567623.3028 140 10198031.5350 3567626.1469 141 10197989.7028 3567586.3598 142 10197994.9410 3567591.0033 143 10197986.0544 3567590.4755 144 10197991.2925 3567595.1190 145 10197996.0047 3567579.2509 146 10198001.2428 3567583.8944 147 10197998.3442 3567587.6616 148 10197986.6624 3567577.4741 149 10197970.7026 3567552.1278 150 10197964.1573 3567544.5674 151 10197966.4255 3567542.6038 152 10197966.4709 3567551.8232 153 10197966.1209 3567546.8355 154 10197947.7942 3567525.6664 155 10197942.9080 3567524.6058 156 10197943.2125 3567520.3741 157 10197949.7578 3567527.9345 158 10197945.5261 3567527.6300 159 10197952.0259 3567525.9709 160 10197945.4806 3567518.4105 161 10197968.1970 3567571.0094 162 10197927.4278 3567503.9472 163 10197924.7742 3567500.6772 164 10197914.6763 3567487.5566 165 10197914.6021 3567471.3144 166 10197905.0545 3567418.6097 167 10197899.4346 3567403.3706 168 10198290.7024 3567678.6968 LINE TABLE LINE LENGTH BEARING Li 4.20 S00010'27"E L2 18.00 N25025'58"W L3 7.96 S85029'29"E L4 7.97 N 10°25'58"W L5 52.54 N10016'34"W L6 18.99 N06030'49"E L7 8.18 S79043'26"W L8 3.64 N10016'34"W L9 8.18 S79043'26"W L10 18.99 S27003'57"E L11 13.74 N10016'34"W L12 81.91 S4403322"W L13 68.98 S44033'22"W L14 10.26 S41 °33'22"W L15 8.50 N41 °33'22"E L16 36.37 N49026'05"E L17 68.78 N49006'59"E L18 7.51 S89044'18"W L19 16.37 N79044'1 WE L20 16.50 S69044'18"W L21 30.00 N59044'18"E L22 8.00 N30015'42"W L23 24.81 N59044'18"E L24 17.73 N69045'24"E L25 16.24 N69045'23"E L26 5.41 N79044'18"E L27 6.00 N 10°15'42"W L28 5.43 N79044' 1 WE L29 6.00 S10015'42"E L30 5.53 S79044' 18"W L31 16.37 N89044' 1 WE L32 12.81 N89044'1 WE L33 23.00 N49006'59"E L34 30.42 S58042'06"W L35 5.07 S40053'01 "E L36 4.00 N49006'59"E L37 5.07 S40053'01 "E L38 30.42 N39031'51 "E L39 26.11 N49013'00"E L40 8.50 N41 °33'22"E L41 9.79 N41 °33'22"E L42 137.91 S44032'23"W L43 34.48 S10018'02"E L44 28.59 S10016'34"E L45 39.00 S10016'34"E L46 8.00 N 10°25'58"W L47 28.03 S04034'02"W L48 29.29 S03049'52"W L49 5.06 N87056'41 "E L50 3.25 S66000'05"E L51 18.58 S65059'48"E L52 6.00 S00010'27"E L53 2.60 S00010'27"E L54 6.48 N44034'02"E L55 18.00 N25025'58"W L56 1.50 N 14°34'02"E L57 4.00 S 14°34'02"W L58 6.51 N8502558"W L59 2.75 S25025'58"E L60 18.00 N25025'58"W L61 3.50 N25025'58"W L62 5.50 S64034'02"W L63 6.00 S25025'58"E L64 8.50 N25028'51 "W L65 6.00 N79034'02"E L66 5.83 N79034'02"E L67 6.00 S79043'26"W L68 7.00 N10016'34"W L69 7.00 N 10°16'34"W L70 18.73 N24013' 10"W L71 18.73 N03040'02"E L72 14.00 S44033'04"W L73 4.00 S45026'56"E L74 8.00 S44032'23"W L75 3.00 S45027'37"E L76 19.88 N44040'57"E L77 4.00 N45019'03"W L78 9.50 N48026'38"W L79 5.50 S48026'38"E L80 3.00 N40053'01 "W L81 10.00 N49006'59"E L82 4.00 N49006'59"E L83 3.00 N40053'01 "W L84 30.00 S49006'59"W L85 30.00 N49006'59"E L86 6.00 S00015'42"E L87 16.24 N89044' 18"E L88 12.00 S10015'42"E L89 6.00 S20017'53"E L90 16.24 N69045'23"E CURVE TABLE CURVE LENGTH RADIUS CHORD CHORD DIRECTION Cl 33.88 17.00 28.54 S56054'51 "W C2 7.00 8.00 6.77 N24052'38"E C3 15.78 12.00 14.67 S12014'53"W C4 7.60 11.00 7.45 S45013'47"E C5 7.90 8.00 7.58 N36044'31 "W C6 39.54 15.00 29.05 S83058'33"E C7 10.33 8.00 9.63 S57030'26"W C8 7.88 6.02 7.33 N4705T44"W C9 7.66 8.00 7.37 N 17008'24"E C10 21.27 30.00 20.83 N69025'38"E C 11 19.55 112.00 19.52 S84044' 18"W C12 19.68 112.01 19.65 S74046'19"W C13 9.66 46.72 9.65 S6005236"W C 14 9.82 220.55 9.82 N56052'36"E C15 5.25 30.00 5.24 S64044'50"W C 16 17.71 99.35 17.69 S74043'24"W C18 17.58 100.01 17.56 S84046'26"W C19 5.67 8.00 5.55 N69025'38"E C35 31.11 17.94 27.36 N23042'03"E C36 10.54 9.00 9.95 N10016'34"W C37 3.14 12.00 3.13 S02055'58"E C38 18.13 12.00 16.45 S47051'00"W C39 13.77 34.00 13.68 N79031'36"E C40 13.61 12.00 12.89 N35025'29"E C41 9.14 8.00 8.65 S35039'47"W C42 36.37 14.00 26.97 N06002'04"W C43 8.34 8.00 7.96 S50036'39"E C44 43.40 16.00 31.27 S81 °32'16"W C45 21.05 8.00 15.48 N79011'57"E C46 5.66 8.00 5.55 N45042'54"W C47 55.36 13.00 22.05 N58010'27"W C48 0.78 1.00 0.76 N22011'47"E C49 9.77 8.00 9.18 S09034'02"W C50 10.38 7.00 9.46 S67055'58"E C51 6.54 3.00 5.32 N47055'58"W C52 28.27 9.00 18.00 S75025'58"E C53 5.59 4.00 5.14 S54034'02"W C54 15.71 7.50 12.99 N34034'02"E C55 0.92 1.50 0.90 S07055'58"E C56 4.28 7.00 4.21 N07055'58"W C57 4.28 7.00 4.21 N4205558"W C58 0.92 1.50 0.90 S42055'58"E C59 11.00 7.00 9.90 N7002658"W C60 11.78 7.50 10.61 S19034'02"W C61 4.28 7.00 4.21 S42055'58"E C62 8.07 1.85 3.03 N64034'02"E C63 4.28 7.00 4.21 N07055-58"W C64 2.89 8.00 2.88 N35049'22"W C65 5.76 3.00 4.91 S0804933"W C67 14.66 8.00 12.69 S24034'46"E C68 10.47 30.00 10.42 S3705614"W C69 13.96 8.00 12.26 N02004'46"W C70 49.22 12.00 21.29 S65025'14"W C71 5.76 3.00 4.91 S52004'46"E C72 32.15 10.00 19.99 N14058'58"W C73 11.71 8.00 10.69 S35010'19"W C74 10.43 8.00 9.71 N30034'32"E C75 18.33 30.00 18.04 N85025'14"E C76 10.47 7.50 9.64 N 10°16'51 "W C77 14.96 10.001 13.60 N45005'11 "E IIIa 0 z V) a Y Q 0 w r- 0 z L U Q m U Ld < Q O U Q w w (/) o o a g n F n � W o w� LL- w U Q N a 6WIL W 0 a 0 +-) a-owx Ljn=� 0- m z N 00 � 0.xnM Lb,O% V �.-.M Ld co 0Mv Z C w J COz o_ V) w N o N it a bb o�a � W oN� o a¢�oo m U C) W 00 0 a �L/ N N N x r� m •� z N}O�� m, Q Cl) z -� O m 0M O Q H NE N 0z o W O O � U U o = O w wo E, 00 T O U CO O U u O �-Z2-2010 PROJECT NUMBER 7076 FILE NAME: SHEET: 21 OF: 41 Bleyl & Associates 4y X U) z < U) Z.: 0 Bleyl & Associates 0 5 10 20 ,,-S /ALE: 1 =1.0NORTH one Ellin, 0 z Co Z Ld 0 Y) I-- � Lid X ZOE< Q) Ld 0 LL. :D oo Z v) (L < CC) 0 X r) 0 00 0 LL. (D r, Ld U) Ir Cd 0 't W" 0 z (D CY) 0 r), 00) z (D C;d z uj Z 0 W C:) V) LLI Ll- W 04 0 LA LLI F C-4 Z 0 rj)00x (L LL- ma O^� LC) (3) C) C14 '4- < 0 ) OWOOO w to < x Q 0 04 C*4 mz' 04 < a C4 r =is 11 w VJ w z C) V1 E_4 o Z �, �' Z 10 01 F4 0 U C\l �D N 0 124 rM4 0 O 7,22- ao ca PROJECT NUMBER 7076 FILE NAME: SHEET: 22 OF: 41 z w w 0 z 0 7 z a N o_ 0 N O) n M_ a z } z w U 0 z w w 0 z 0 J I.� w (N 0 z Q z w D U 0 i Bleyl & Associates fr. , r- �Afb� .`lit, `•\ � • 1"! \� l \; `S i •i ti L ,rr r `lR ;1 \\ � ✓ It 1 v 'ram ,f„a;: / /✓ ��,. �,Fi /s, ' X / - COLD JOINT -e- -•••— KEY JOINT -�- • • • SAW -CUT JOINT- • BOND BEAM ' J r //' 'i \ '\ J'rr l/ „� ,/,✓ / fly//� v, i / ._..�''" /' ` �✓. • � ' r/` gip% 47 J✓Y / / yr `! /' ~ J''' �,' � / '' C / ..,,.. Kam^ "' � •.,; . '� ,.� _- �` �. f fir✓' f' i-- � � /� Bleyl & Associates A . ram. =r ter' lr. Jr,r r rr , /✓' J r r' 7����7 0 5 10 j j/ SCALE: 1"=10' NORTH III' O z ¢ N Q Y Cr O w 0 v z Q m w a � 0 v 0 0 0- I- O W X V L � _ L_ M QMo M � cli pWf.,0 l� [� 0 0 O * �� w (� , W Zr.Z 0 0M� z " W a z O •� V) N O O N w LLj w �Or,a� r� w OU)N't O mQV m V/ N m N N W I-i m Z F ^^ � N}r-r- W p� 0 �y QY W � W a �' O W o O V F-3••1 H E- Z F. _ O Z U O o 0Cy) ON T nT U C� U) O r V r V lT0 V 7 zz-a��v PROJECT NUMBER 7076 FILE NAME: SHEET: 2 3 OF: 41 z W W 0 0 J z Q r� N 0 0 rn a z } / z W m D U O 0 z W W 0 z O z f- U) 0 z Q z W 2 D U O i U Bleyl & Associates - i r i' f F� f.. i r ii ` r :l .i i • i r �% Bleyl & Associates l i �i \ O U 3 `` ,✓/` ?' L r fi rr'J . . . . . . . . . . . / ,' r/' //�• / LEGEND COLD JOINT -e- _;✓ .._ ' : / ;� /, KEY JOINT 6 — _ . • • SAW -CUT JOINT16 s BOND BEAM ,2 13 t 1 7Lm=O 0 5 10 2 O Z Q Q Y Of Q Q.' O W .— C9 Q t z Q � m � U W Q O 0 O 00 F N W O uizz C3 W O U. Q Q H W U < Q X 0�W a. 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X, 11 11 f I C3 ��e 'PAP I a I 0 Y) Y) w z O 0 z cr W 0 w 0 z m I.- 0 w 0 (1) a a CL 4-) F-�Wx ZOZ< n w 0 LL. d- K) Z V) K) oo r, < fe) 00 0 X te) to I 0c) 0wr'0 LL. Cd w itw 0,*13 Ld LLI z (D CD 0 z 0 PO z w -j z 0 0 En LLJ LA- 04 0 4 WZ NO W V)OOX 00 :E < LL. Ce Q- 0 Lf) o) 0 Cq '* < 0 4j 7 < (10 m C) <X OW000 (f) < Q) w (D (0 m C44 C14 X Lj 0 04 < 0)0) p- p, W ()) 0) — M 0 z 0 m W V1 F-4 Z �:) 1 0 0 L) 0 0 rX4 0 E-1 CO y) C-) 0 0 C\t 7-22- 2-, PROJECT NUMBER 7076 FILE NAME: SHEET. 2 7 OF: 41 z w w a z 0 z Q rn o_ 0 0 (V a. l z z w U O / W w 0 z 0 J / (3 z f V) 0 z F- z w 2 D U O i U m■ Bleyl & Associates SECTION P SCALE: 1 " = 3' SCALE: 1" = 3' Bleyl & Associates 33 2" PRECAST BULLNOSE CONCRETE COPING r 0'-6" SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1 " = 3' 2.5" ID SCH 40 BLACK STEEL PIPE 14 SP3.2 ►— 0'-6" 0'-6" C SP2.1 F SP2.1 SECTION SCALE: 1" = 3' SCALE: 1" = 3' F f%I nll TYPICAL SECTION NOTES GRADED AGGREGATE BASE: CRUSHED LIMESTONE PER GEOTECH REPORT 0'-6" REINFORCEMENT: #3 REBAR @ 12" OC UNLESS OTHERWISE NOTED TYP. PLACE ALL REBAR AT THE MID POINT OF THE SLAP. STEEL EDGE TREATMENT: CONTINUOUS WELD ON ALL JOINTS. PRIME STEEL WITH WITH MIRROLAC-WB INTERIOR/EXTERIOR WATERBORNE DTM FLAT PRIMER OR EQUAL BEFORE INSTALLATION. PAINT EXPOSED STEEL WITH MIRRORLAC-WB HIGH PERFORMANCE ACRYLIC INTERIOR/EXTERIOR WATERBORNE GLOSS ENAMEL OR EQUAL AFTER INSTALLATION. 1, 1' �111� Z O F— U W U) 1-" ■ N CL U) 0 z N d Y Q 0 w 0 U z Q � m � k`' 'O a Q v) o In a 0 F N w W� O LOO W 0 V, ix ?C a ow k'0 0 a c3:::U +� i-owx L^o� = M Z��K) n r)M �O 0iL-i^o lrO �` Ld 0 't � w w ^M 0 Z C9 J Q aO o • �-i (n Ld N N N o w LLJ w ••- tko 0 ^ate W W oV)'r'� o MQN00 m UX X c(0((0 NN w a) 0) 0 � n M a0-j 0 0 z U orn a� Go W 0z a., w 0 U O N a U � o O U 81873 �'CENS�� �SS/0 N AL f'�G PROJECT NUMBER 7076 FILE NAME: SHEET-2 8 OF: 41 i Meli 1 W 0 z Q z W U O i U Bleyl & Associates q C" In 0^1-1 AA 01 A^I/ QTCCI MInC rl 4 SP3.2 rl 4 SP3. 2.5 ID SCH 40 BLACK I M SECTION M SP2.2 SCALE: 1" = 3' ^I C11 AI • � 11 P SP2.2 SECTION P SCALE: 1" = 31 Bleyl & Associates AM 0 a \CK STEEL TUBING 41 All A I /_%11 0 1 1_011 1 1 . SECTION L SP2.2 SCALE: 1" = 3' O SECTION SP2.2 SCALE: 1" = 3' 1CK STEEL TUBING 31_011 41_611 _ 41_611 31_011 2" X 6' X 3/16" BLACK STEEL TUBING 2" X 2' X 3/16" BLACK STEEL TUBING 6'-011 1 1-81I 21_01I G11 0'-6" 21_41I R71_011 �� . : : 1 11 1 I ! ,r ,. :. R7 -0 2'-011 � i -i i f 1u-� ► �-ll �_ 1 j 1 I1 I ICI 1=t 1=11 I I —I I —I —ITI T -11 • — 11 I i111_IIIT�11�—�I�II—III_I11 1�II _ 111—I11 _ I,II II�,I�I —7rfLiIl =1��II IT�I�I iII'� T I IIIITIII I —t=I—I—ITI_ IIHiHI T II I�IT 11 —1 I FI I I" _.I i I —I IT 0'-6" I i i t _ — _ —1—I I I I I�I�I��I III flT—ITI=1 11=1 I1T I ,1HAE __ I I l�j �!—t! ; ,1T i T1„I I I,n�i,lI I I� I i I I I-�HT� I �LI f,-.111 LEI I 1-1 II I H I ICI .. I I..I I I� I I I.. 1 -OLi -,�- SECTION SP2.2J SCALE: 1" = 3' #4 REBAR 12" O.C.E.W. R SP2.2 SECTION R. SCALE: 1" = 3' el r" I11 AA of C%rCL PIPE 14 SP3.2 NOTE: #4 REBAR 12" OC BOTH WAYS 01-611 I 1 21_911 •�� � • ' —I I —I i t I f — 1 I O Z Q a Y re Q a' O W C9 Q U L v � z Q � ZE m U W U Q � 0 cn o o a g o OD F 1�- � W o OWO u- Q F W U<N a' WxW a 0190 w �s a c��U t- � w X n" -1 LLJ W Z V) �+ XMp, 'e) co pWnLi0co ^ p1 w w co Z r.M z o 0M� Z o..' w J Q z o_ V) .� cn Ld N o Q) N w p� w a •�-+ (no0OX o o^a� jr W 0cnN't m N O c° `O X .� mZNN W r--I 0 Q 0).M N I— m �„I } w p., w � o Z O om E W F- m H W I W V / U N N oN N v` V1 � O O 7- 2Z-•zo to PROJECT NUMBER 7076 FILE NAME: SHEET: 2 9 OF: 41 Bleyl & Associates 7" V 7" V 414R" eni IAQC QTCCI TI IQIAIr rl 5 SP3.2 0'-5" MIN. rl 4'� _ �p_ 3. 2.5" ID SCH 40 BLACK STEEL PIPE 1'-1011 I_ 0 I_611 I— OI_711 21_ 111101 2'-5" 2'-2" 7 4'-10" 2,_2" 2'-5" ' " ; 2" X 1/4" FLAT STEEL BA rl6 �. 3'-011 #4 BAR R -0 21_311 P3.2 61-01 -//I—q I R6 - 1-911 77- � — �� — �—� 'r""> , TI �— I I I I_ �I . �.i. •.^.� ..^�'' ��' . ..�:�': �.r• , .ram'. '� i" : ter^ - , T-411 NOTE: #4 REBAR 12" O.C.E.W. S SECTIONS d T SECTION T U SECTION U SP2.3 SCALE: 1" = 3' . SP2.3 SCALE: 1" = 3' SP2"3 SCALE: 1" = 3' w. wn 41 AI, 19 4" POLI01-1017% QI Af1V l-DALI TC SP3. Z W W 0 z O J 7 z Q 0 0 0 0 M (V a Z } / z W U O } z W W O Z O J R' / (n a Z W N a z a z W U 0 i U 0'-4" 0'-5" 01_611 2" X 1/4" FLAI 1 1_311 V SECTION V w SECT101 SP2"3 SCALE: 1" = 3' SP2"3 SCALE: 1" = 3' Bleyl & Associates Al nll Al /'41 .EL TUBING :EL TUBING m 1 1_011 71_011 _ 2'-4" TYP 1w � mom m m. 2" X 3/16" FLAT STEEL BAR 2" X 6' X 3/16" BLACK STEEL TUBING 2" X 2' X 3/16" BLACK STEEL TUBING ,r ,i wi- 01-91 1'-3' 0'-6' 1 1_211 Z SECTION Z AA SECT101 SP2"3 SCALE: 1" = 3' SP2"3 SCALE: 1" = 3' 2" X 6' X 3/16" BLACK STEEL TUBING 1' DIAMETER SONO TUBES 1'-011 01-6" TEEL TUBING 3ES 0'-6" IN I II� 0 Z Q In Q Y !r Q p W U Z Q m U < Q '0 U (n In 0 d x W � 0 Z 0� 0 0cn z wrn �' w 1 U/ U C'M Ew-4 o N N IL � O V TO 7-zz_Zoio PROJECT NUMBER 7076 FILE NAME: SHEET: 30 OF: 41 z w W 0 z 0 z } Ir Q 0 0 s cV a. z Q } z w U O 0 } z w w 0 z O J z 0 z Q z w U O i Bleyl & Associates AV All 2"X6'X311601 1' DID 2"X2"X31 #3 REBAF 01-11R AB SECTION AB jit AC Nil, SECTION A SP2.4J SCALE: 1" = 3' SP2.4 SCALE: 1" = 3' 3" I.D. SCH. 40 BLACK STEEL PIPE — SUB BASE COMPACTION PER GEOTECH REPORT. #4 X 2" STEEL ANCHOR BOTH SIDES. (TYP.) @ EACH POST. UNDISTURBED NATIVE SOIL 0'-6" i 1'-0" MIN. 0'-3" MIN. 1'-3'1 01-611 01-8 1 1 4ri 6" MIN. CLEARANCE. 17 6" MIN. CLEARANCE. SP3. AH SP2.4 �fli 3'-4" 450 an /AI /+11 nl ^" f%l not AI ^- of AE SECTION AE jf AF SECTION AF Ad AG SECTION AG SP2.4 SCALE: 1" = 3' SP2.4 SCALE: 1" = 3' SP2.4 SCALE: 1" = 3' SCALE: 1" = 3' Bleyl & Associates 7" Y 4 /A" Cl AT QTCCI 0 A Q rl `" AI SP2.4 AI /%It nl ^11 ECTION Al SCALE: 1" = 3' • ROBINS I I a O z a Q Y Q' Q o w 0 Q U z m U � 0 U Q w 0 0 a \Y O r- F � H U) W 0 1500 F I�- rn Of LLI Q 000 a. wcr �o a. U�U Q) r-1 rl z U) QMM 00 0FF-- c0 LL co W4� w V co Q ej o z W W z o M(0 0) U U 0 z * pa v W J V 1 Q z O V) w N N o w w a .,- O�a� oV)cqV) ,* o O" m �L/ N O~(0(0 X 1�� •'� m z N N N>-Or, F--- M W a � mom. � Q W � a � o Z orj) O a HE U �E-4 w a V / L) O O i-- J U O O N U) � o O 7- z2_2vcd PROJECT NUMBER 7076 FILE NAME: SHEET: 3') OF: 41 z W W 0 z 0 z } tY a N 0 1M a i z i z W U O 0 ►_ z f- A Bleyl & Associates HAND TROWELED SMOOTH FINISH 5" CONCRETE SLAB. SEE SPECIFICATIONS FOR FURTHER INFORMATION. #3 BAR 12" O.0 BOTH WAYS. CENTER BARS IN SLAB UNLESS NOTED OTHERWISE. AGGREGATE BASE CRUSHED LIMESTONE PER GEOTECH REPORT UNDISTURBED NATIVE SOIL HAND TROWELED SMOOTH FINISH 6" SHOTCRETE SLAB. SEE SPECIFICATIONS FOR FURTHER INFORMATION. #3 BAR 12" O.0 BOTH WAYS. CENTER BARS IN SLAB UNLESS NOTED OTHERWISE. AGGREGATE BASE CRUSHED LIMESTONE PER GEOTECH REPORT UNDISTURBED NATIVE SOIL VA 1 CONCRETE SURFACING 2 SHOTCRETE SURFACING 3 COLD JOINT SP3. jj NTS �SPMJNTS SP3.1 SCALE: NTS 3/8" RADII 10 TMI Cr% Cr1nt- SAW -CUT AGC LIMESTONE PER GEO SUBGRADE @ 95% VARIES 4 CONCRETE EDGE 5 SAW -CUT JOINT 6 '3.1 NTS �SP3-1)`NTS SP3.1 v 0'-101 IA SLOPE TO DRAIN _ n STAINLESS STEEL FLAT SCREW. 4 ° LOCATIONS. J VARIES TOP OF DRAIN GRATE 6" SDR-35 PERFORATED 7 SP3.1 IQ:T_\I-ilk l Bleyl & Associates SLOPE TO DRAIN rONCRETE SLAB N Z-415 BODY ASSEMBLY H "TYPE B" NICKEL BRONZE AINER AND SEDIMENT KET. ZURN Z41513-Y ARIES 6" PVC SDR-35 01 611 PVC TEE V 1 i-011 �VARIESv�' #3 REBAR 12" O.C. BOTH WAYS REINFORCED CONCRETE LEDGE 0'-1/2" MI KEY JOINT #3 REBAR OVERLAP 24" MIN r-CENTER REBAR IN SLAB #3 REBAR OVERLAP 24" MIN CENTER BAR IN SLAB INSTALL KEY BELOW REBAR 2all 0 z d Y ry Q 6E o W c� a L z O } � m U Q < O o o a F-OWX 4� L^0LL ►� -+� z�°-OKO) 00 C� � oho LL • r--� co w 4 ,.` v Odd W W O �1 Z �M O to U z oa Q, z J Q z o �I o L LL- N N N O � a •� V)Oz0X o N ao Q m Q/ —� •� O mZNN Narnrn 24" LENGTH ^ NSTALL FLUSH W/ CONC. TYP. v J GRIND CONC. IF NECESSARY j 2" x 2" BLACK STEEL ANGLE IRON W 4 Q ' 4 ° Or-21r ° d a T7 a- RIND STEEL TO MATCH co ANGLE OF LEDGE d. °- #4 REBAR WELD TO v, �► �. TUBING EVERY 36" MIN. 4 a ° ° . a ° OFFSET HORIZONTAL AND O 1 - O a E 9 '3.1 VERTICAL EVERYI8" MIN. a 24" LENGTH NOTE: PRIMER STEEL WITH WITH MIRROLAC-WB INTERIOR/EXTERIOR WATERBORNE DTM FLAT PRIMER OR EQUAL BEFORE INSTALLATION. PAINT EXPOSED STEEL WITH MIRRORLAC-WB HIGH PERFORMANCE ACRYLIC INTERIOR/EXTERIOR WATERBORNE GLOSS ENAMEL OR EQUAL AFTER INSTALLATION. STEEL GRIND EDGE wT-4 O z ' E- W o0 � U U OO U O O U 7- PROJECT NUMBER 7076 FILE NAME: SHEET: 32 OF: 41 z w w a 0 J z IM 0 0 s 0) N M a z r i z w m D U 0 0 r i z w w in 0 J i z f- W Cn a z En z w 11 P3.2 14 SP3.2 Bleyl & Associates �1 POOL COPING STEEL PIPE COPING VARIES. SEE SECTIONS FOR MATERIAL WELD END PIECE, BOTH SIDES. GRIND SMOOTH. CONTINUOUS WELD. VARIES. SEE SECTIONS FOR MATERIAL PAINT STEEL PRIOR TO CONCRETE POUR #4 X 2" STEEL ANCHOR BOTH SIDES. (TYP.) EACH POST. SUB BASE COMPACTION PER GEOTECH REPORT. UNDISTURBED NATIVE SOIL 17 P3.2 HANDRAIL FOOTING 0f%AI C. Lill 61 Bleyl & Associates 2" PRECAST BULLNOSE CONCRETE COPING. PENROSE COPING CO. OR EQUAL WITH 3/8" MORTAR JOINTS. 0' -21, 1" BED OF MORTAR MASONRY MIX TOOLED FLUSH WITH SHOTCRETE (COLOR TO MATCH CONCRETE) '24" LENGTH MIN. 1/8" BULLNOSE CONTINUOUS TOOLED EDGE. WELD TO #3 REBAR EVERY 36" MIN. 2.5" SCH. 40 STANDARD BLACK STEEL SEAM WELDED PIPE I COPING. 2.875" O.D. x .203" WALL THICKNESS a ° NOTE: PRIME STEEL BEFORE INSTALLATION :N 1 -I IES AN- 0'-6" —3" MIN. CLEARANCE. OVERLAP BAR #3 REBAR 24" MIN 0'-6" 0'-6" 100 -F1 I- -- -r— — 12 SP3.2 15 P3.2 POOL COPING BOND BEAM POOL TILE (6"x 6" x 1/4"). SET TILE IN MORTAR, ALIGN TILE FLUSH WITH SHOTCRETE SURFACE. BLEND THIN SET MORTAR WITH LIQUID POLYMER 0'-6" ADMIXTURE. �— COLD JOINT 24" LENGTH MIN. INSTALL FLUSH W/ CONC. TYP. GRIND CONC. IF NECESSARY 1/8" BULLNOSE CONTINUOUS TOOLED EDGE. a A _ 2"x2"x3/16" STEEL SQUARE ° ^ °-2" TUBING. (TYP.) d d ° ° 4 d #4 REBAR WELD TO a TUBING EVERY 36" MIN. ° a OFFSET HORIZONTAL AND a d VERTICAL EVERYI8" MIN. 24" LENGTH MIN. NOTE: PRIME STEEL WITH WITH MIRROLAC-WB INTERIOR/EXTERIOR WATERBORNE DTM FLAT PRIMER OR EQUAL BEFORE INSTALLATION. PAINT EXPOSED STEEL WITH MIRRORLAC-WB HIGH PERFORMANCE ACRYLIC INTERIOR/EXTERIOR WATERBORNE GLOSS ENAMEL OR EQUAL AFTER INSTALLATION. SQUARE GRIND EDGE EDGE POLISHED BLACK GRANITE SLAB 4" THICKNESS. 1/2" BULLNOSE AROUND All I CYDnQC:n 0'-4" 1/2" BED OF MORTAR MASONRY MIX TOOLED FLUSH WITH GRANITE AND CONCRETE SLAB NOTE: CONTRACTOR TO SUBMIT SAMPLE OF GRANITE PRIOR TO INSTALLATION 18 GRANITE LEDGE S P3.2 SCALE: NTS 13 P3.2 16 SP3.2 19 SP3.2 OVERLAP BAR #3 REBAR 24" MIN l--0'-611 in 1 BOND BEAM 2.5"IDSCH40 BLACK STEEL PIPE COLD JOINT INSTALL FLUSH W/ CONC. TYP. GRIND CONC. IF NECESSARY a 2" x 1/4" a a FLAT BAR STEEL (TYP.) 0' -2 d d 4 ° d a 4 ° da d d ja d a III a #3 REBAR 4"LENGTH MIN. Qa 12 OC d 111A WELDED TO FLAT STEEL BAR TIED INTO REBAR GRID NOTE: PRIME STEEL WITH WITH MIRROLAC-WB INTERIOR/EXTERIOR WATERBORNE DTM FLAT PRIMER OR EQUAL BEFORE INSTALLATION. PAINT EXPOSED STEEL WITH MIRRORLAC-WB HIGH PERFORMANCE ACRYLIC INTERIOR/EXTERIOR WATERBORNE GLOSS ENAMEL OR EQUAL AFTER INSTALLATION. FLAT STEEL BAR GRIND EDGE SCALE: NTS HERRINGBONE PATTERN BRICK STAMPED SHOTCRETE SURFACING: USE BRICKFORMO HERRINGBONE NEW BRICK BUTT JOINT STAMP. BRICKFORMO QUARRY RED COLOR HARDENER AND BRICKFORMO ANTIQUES FORM RELEASE TO BE APPLIED PER MANUFACTURERS RECOMMENDATION PRIOR TO STAMPING. SAMPLE TO BE SUBMITTED FOR APPROVAL, TO OWNER AND GRINDLINE, PRIOR TO STAMPING. BRICK STAMP SHOTCRETE SURFACING • 11111 a LLL 0 z Q a Y Q O W C9 o m z �. U W a w w oCO F � H N W 7 o 0�' 0 1- w V X W 0wo �s0 f- r- w x V1 Mzx Q) N Lou n = V/ � � d M o0 � w z o to) CID Cd 1 • rr-Iw It of l 0 � ° w V z r.M z UM o � U z c .. w _J a z o_ (n '� w N o N w a w •P.4 U)N0X O r-1 W 0(nN"t o 1� x,to m U aoCI6 114) X NN w Q) •r--+ m z I— ^^ O NQO) W jy 04 � m �. O� W � � "-p,o o J _ o� x H0 W U W NU U CV � 0 0 E-I N U) 0� O r0� V O 7-ZZ-Z0 cy PROJECT NUMBER 7076 FILE NAME: SHEET: 3,3 OF: 41 N 0 I- w w F N 0 0 Q U N 0 U 0 8 0 Y a a z 0 0 w J 0 d- w1 w Q w Z Bleyl & Associates PLAN � 4 yr ROOT FLARE DI A., TYP. LANT SCHEDULE QTY. [KEY SCIENTIFIC NAME COMMON NAME SIZE REMARKS TREES 11 AGERSTROEMIA TUSCARORA TUSCARORA CRAPEMYRTLE 30 GAL. 6-8 SPR., SPR., 1 1 /2" CAL., MULTI TRUNK, FULL BRANCHING 4 PC ISTACIA rc CHINESE 65 11'-1 3' HT., 3'-5' SPR., 2 1/2" — 2 3/4"CAL., HINENSIS PISTACHE GAL. 17 QV QUERCUS LIVE OAK 65 13'-15' HT., 6'-8' SPR., 3"-3 1 /2" CAL. FULL AND EVEN BRANCHING, VIRGINIANA GAL. MATCHING, STRAIGHT TRUNK 6 UA ULMUS CRASSiFOLOA CEDAR ELM 65 GAL. 11'-13' HT., 4'-5' SPR., 2 1 /2" — 3" CAL., BRANCH AT EYE LEVEL RUBS 52 LJ ILIGUSTRUM IWAXLEAF JAPONICUM LIGUSTRUM 5 GAL. 124" HT., 24" SPR., WELL ROOTED, FULL POT, AS SHOWN HOSE (BLACK) j"0 GREEN ARBOR CORD, (3) T—POST PAINTED GREEN; POLES SHALL BE ANGLED INWARD AT 10' TOWARD THE TREE, TOP OF STAKES SHALL BE EVEN 2" SHREDDED HARDWOOD MULCH TOP OF ROOT FLARE TO BE 2"-4" ABOVE FINISH GRADE FINISHED GRADE CUT BED EDGE PREPARED BACKFILL MIX EXISTING SUBGRADE, UNDISTURBED COMPACTED SUBGRADE MATERIAL MULTI TRUNK TREE STAKING/PLANTING SECTION z r SHRUB SECTION EXISTING FENCE EXISTING PAVEMENT c. a 4 � a � Muli(MuMmmF777� IN may limp!� Bleyl & Associates N.T.S. 2" SHREDDED HARDWOOD MULCH PREPARED BACKFILL MIX CUT BED EDGE, APROX. 45' FINISH GRADE TURF a COMPACTED SUBGRADE NM � OF ROOT FLARE DIA., TYP. TREE STAKING/PLANTING SECTION 0 Z CORD, FINISH GRADE 'AINTED GREEN; BE ANGLED Y TOWARD THE STAKES =N HARDWOOD E DE ►CKFILL GRADE >UBGRADE NTS P'1Pl/�f111l�TI/'1A1 `'FRIES BENCH, PRS-127 BY VICTOR STANLEY, INC. 55— 8300 CONCRETE WALK, SIM. RE: CIVIL " -III-III,��III���III-,-illl, 8_0„ 12tt 12» O.C. O.C. 1 60» 1 �2►— I r � d- PLAN: 1 /4" 1'—O" TYPICAL BENCH PAD 1 x 4 REDWOOD EXPANSION JOINT W/ G—SEAL OR APPROVED EQUAL SKATEPARK, RE: SKATEPARK DRAWINGS NOTE: ALL BENCH LOCATIONS SHALL BE FIELD VERIFIED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. PRODUCTION SERIES BENCH, PRS-127 GREEN POWDERCOAT FINISH, TYP. MANUFACTURED BY VICTOR STANLEY, INC. PHONE: (301)855-8300 ADDITIONAL 2'-0" FOR ACCESSIBLE PAD, TYP. OF 2, SEE PLAN FOR LOCATIONS 1 /4" X 1 /2" TOOLED CONTROL JOINT PLAN AND SECTION AS SHOWN WALK SHALL ALLIGN FLUSH WITH EXISTING / CONCRETE 6►_0„ CONCRETE WALK RE: CIVIL, SIM. EXPOSED AGGREGATE �'j' �6 � 1 x 4 REDWOOD EXPANSION CONCRETE FINISH , INT W/ G—SEAL OR D EQUAL 1 /4" X 1 /2" TOOLED CONTROL JOINT, TYP. - ! BIG BELLY SOLAR COMPACTOR MANUFACTURED BY BIG BELLY SOLAR PHONE: 888-820-0300 ': o STEELSITES SERIES TABLE—FRST-6 (8'-0" MODEL) °° o STEELSITES SERIES BACKLESS BENCHES (2) FRB-6 �.y (ONE 6 —0 MODEL AND ONE 8 —0 MODEL)_, NOTE: TO FACILITATE ACCESSABiLITY 3. CONTRACTOR SHALL MOUNT TABLE NOTE: AND BENCHES IN GROUND ACCORDING TO 1. THE SOLAR COMPACTOR COLOR IS T.B.D. MANUFACTURER SPECIFICATIONS BY OWNER PRIOR TO CONSTRUCTION. 4. TABLE AND BENCHES SHALL RECEIVE 2. THE SOLAR COMPACTOR SHALL BE GREEN POWDERCOAT FINISH MOUNTED ACCORDING TO MANUFACTURER 5. TABLE AND BENCHES MANUFACTURED SPECIFICATIONS. BY VICTOR STANLEY, INC. PHONE: (301)855-8300 ALTERNATE CLARK CONDON I a U) U O V 0 Z a d Q Y d 0 � s N w O z Q Q m U z Ld Q -13 a 0 U)o o a 5 Q FM W z� 00 fN o<„M� u. a) a, 00 ~'- a I Lam:^Ce �r z r.M pUM� z (7 z w .J d pi z o c 6- a) N .C: W w (L -,0°0 0) v o=Q a U- o Lv 0 FF"n (n 3��� Q m U a x I cn ,� or�SO o mz� r Q. a CN z 1:1.4 o LiI O o Lv w CJ _ 0 z z U) Q o p vU U z W [--F oN 1 � U1 N� O U Z..) O PROJECT NUMBER A..SS0CIATES 7076 LANDSCAPE ARCHITECTURE FILE NAME: L1.02.DWG lo4ot Stella Link Road Houston, Texas 77o25 SHEET: M 713•8711414 MAX 713•871•0W 3 �- OF: 4 wwM►.clatkcondon.com Bleyl & Associates a z i= a M J U) 0 a. 0 0 N 0 0 m X N O N / W W S I N i 0 0 Q U 1 N t0 0 U ISOMETRIC TREE ROOT BALL ^ TREE TRUNK • IRRIGATION BUBBLER AND DRAIN PIPE FLEX PVC PIPE TEES/BUSHINGS/NIPPLE FITTINGS PLAN LATERAL LINE PVC 4' 0 DRAIN PIPE — 12' LONG. INSTALL AT EDGE OF TREE ROOT BALL. BUBBLER HEAD AS SPECIFIED. REFER TO PLANS AND KEY. MALE ADAPTER (GREY OR BLACK) (MIPT X S) OUTLINE OF TREE ROOTHALL DRILL HOLE FOR FLEX PVC PIPE FINISHED GRADE FLEX PVC PIPE PVC NIPPLE REDUCER BUSHING AS REQUIRED SCH. 40 PVC TEE FITTING (SXSXS) LATERAL LINE Cl- 200 PVC. REFER TO PLANS FOR SIZE. BUBBLER RAIN BIRD 1404 SERIES 0 DOME 0*X K VALVE O COPPER MALE ADAPTER Q COPPER LMON 4@ COPPER W ELL © COPPER PIPE © FINISH GRADE 0 OOPPER FDIALE ADAPTER © WVWAMON MAINLINE WE O PVC MINE ADAPTER ® Pour-aF-ooNNEcnoN o 11.TALL BACK LOW PREVENTER AS REOLIFED BY LOCAL CODEs AND HEAL 7H DEPARTMENT, MWY LOCAL. TENTS PRKMt 70 INSTALLATION. FEBCO 850 2" DOUBLE CHECK ASSEMBLY Evolution DX2 Stainless Steel Pedestal Cabinet Installation Mounting Paei- ronrrP P pad w beveted Pclgps 1 PpdeStat Mounting 030WRE, �� LENGTH OF @ WATER PROOF CONNECTION (1 OF 2) 3OCARSON-BROOKS lrxlB' RECTANGLE OR EQUAL FINISH GRADE 4O @REMOTE CONTROL VALVE: RAIN BIRD PEB @BRICK (1 OF 4) O7 PVC MAINLINE PIPE @PVC LATERAL PIPE RAIN BIRD PEB SERIES VALVE 10" VALVE BOX 'CARSON—BROOKS 910' OR EQUAL GRADE .L VALVE SIZE �— PVC MAINLINE PLASTIC BALL VALVE (LINE SIZE' <aiEn'-► -r .. ar,- r. s� - .,,� •.�. -...tom . , .+e%,., ►* e. II■teoas 0 i ITvpratt with top ctosed I Mounting Terlptate providpd for easy instattation 5' Dia. Bolt Holes-4 Places Item Description A. B 2' conduit — station wiri C 1' conduit — communicat D AC power conduit E conduit sensor wirin F External antenna G Grounding rod Bolt and Conduit Layout 9 Dn Al I RAINMASTER EVOLUTION DX212 ZONE CONTROLLER Bleyl & Associates Q 1O' VALVE BOX 810' OR EQUAL Q FINISH GRADE ® QUICK -COUPLING VALVE: RAIN BIRD MODEL 33DRC 40 STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® BRICK (1 OF 2) Q) PVC SCH 40 ELL ® PVC SCH 40 STREET ELL Q REBAR STAKE MATH ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® PVC SCH 40 STREET ELL ® PVC SCH 40 TEE ® PVC MAINLINE PIPE RAIN BIRD 33DRC QUICK COUPLER v rises 1. U�ip #r}Mpfe�sp�orid�d, loaa��antti nar 2 Mrs Id on -ad ali"11Io a & holy A. Mo1s1tfI� 1e1.1 1110brWo uino HUNTER WIRELESS RAIN-CLIK RAINIIAASTER EVOLUTION DX2 RADIO ANTENNA D TO MAY. LER. r..T"Q- -' wtv��oa I DTRFCTTIIN ITF FI ITW I I1 RAINMASTER EVOLUTION DX2 FLOW SENSOR Ar 9• ChuckPuccio, Inc. 313231 , I Siw Ton647X7737s ORIM P81) 25541422 C.LT: (714 %240" r CLARK CONDON A S S O C I AT E S LANDSCAPE ARCHITECTURE iw4rn St*W Link Road Houston, Tun 7Io25 TM M87I W4 rAX M87LOW8 vwrwx1ark=x1on.com • line PERHAPS ammal 0 z a Q Y Q o 0 N M U Q W Z Q D S.: U LU < Q F O U a M M cn o o 1 a I— O LLI X � W O � \J J Z En M I- w` QM O tI OXW(V,/, O W CO I Lt C o "It r. w D z r.►f) z U UMv z z O v W J W z z 0 W C: W W Li Q o Q1 N 0_ C: W IL �NZx O CN ^a� c Of � W ol•Unrn a O tV '`r O ,� ¢oW006 a W NN W 0- Nof0)0) � 0) 0)� C�6< a� F� I ) .� O Q a o V2 PO LLB o H H �w W. o Q-I O o Q U U N 0 z ry X rq U Vl �o O �+ Ua M I I 230i 2DIO PROJECT NUMBER 7076 FILE NAME: L2.01.DWG SHEET: 35 OF: 41 Bleyl & Associates 1.5" z W W 0 z 0 z Q 0 0 IN a W 0 z w 11.1 Q F- w i tD n 0 r 0 IV WA TEXAS LAW (CHAPTER 75, CIVIL PRACTICE AND REMEDIES CODE) LIMITS THE LIABILITY OF A MUNICIPALITY THAT OWNS, OPERATES, OR MAINTAINS A FACILITY IN WHICH HOCKEY, IN -LINE HOCKEY, SKATING, IN -LINE SKATING, ROLLER-SKATING, SKATEBOARDING, OR ROLLER -BEADING ARE CONDUCTED FOR DAMAGES ARISING DIRECTLY FROM SUCH RECREATIONAL ACTIVITIES. SIGN NOTES: -BACKGROUND: WHITE -LEGEND & BORDER: RED -TEXT: ARIEL, SIZE AS NOTED SIGN DETAIL SCALE: NONE Bleyl & Associates 0 _l 0 z Y Q CL a U Q REMOVE 12' EXIST CURB & GUTTER 0 FACE OF CURB EXISTING ACP PARKING LOT---------------- r I I I I I I I I O------------ I 6" #4 REBARS ® 12" O.C. EMBEDDED A MIN OF 12' INTO CURB & GUTTER L_ I I \ EXISTING CURB & GUTTER EXPANSION JOINT AMBULATORY RAMP #4 REBAR ® 12" O.C. RAMP SECTION A -A SCALE: NONE PROP STREET COURSE EXPANSION JOINT PVC CAP ON ENDS NPVC SLEEVE (6") LOOSE PVC CAP ON ENDS SIDEWALK PVC SLEEVE (6") IRRIGATION SLEEVE DETAIL SCALE: NONE STREET 0 z Q rn a Y Q 0 O IAJ Q F.. N a V m z Q w � U U U Q Ix v> 0 o m a a a g CD >- m w o w << W U<� ix a ��U a Bleyl & Associates PROVIDE 6" , %#r- @ •m SELECT FILL UNDER DRAIN SHALL BE WRAPPED WITH FILTER FABRIC LIMITS OF EXCAVATION PER GRADING PERFORATED CRUSHED GRAVEL �// I PVC PIPE BREAK BACK EXIST CONCRETE AND EXPOSE REBAR -CONTRACTOR SHALL BREAK BACK EXIST. CONCRETE 2' EACH SIDE OF PIPE AND EXPOSE REBAR -CONTRACTOR SHALL REMOVE ONLY NECESSARY REBAR TO ALLOW THE INSTALLATION OF THE HDPE PIPE -CONTRACTOR SHALL POUR 6" CONCRETE COLLAR AND TIE INTO WALL WITH #4 REBAR STIRRUP AT ALL LOCATIONS OF EXIST REBAR EXIST CONCRET J H W 0 1 r- 0 n EXIST. CONCRETE HEADWALL STRUCTURE #4 REBAR - 6" THICK CONCRETE COLLAR PROP. 18" HDPE STORM SEWER PLAN VIEW PROP. CONCRETE r— #4 REBAR /— PROP. 4" CONCRETE COLLAR • a Q o E; o 0 0 0 0 0 loop 0 CO— 0 0 0 0 CROSS SECTION VIEW <IST REBAR REMOVE EXIST REBAR HEADWALL CONNECTION DETAIL NBleyl & Associates 5" CONCRETE RIPRAP rf A f%I CROSS SECTION SIDEWALK /STREET PATH CENTER LIrvE 2' MIN v r 2' MIN CLEAR CLEAR ZONE 5-18' ZONE 5 CONCRETE FLOW 3' RIPRAP - -------------- - - - - - - - - - - - - -- - - - - - - - - - - - - SINGLE 8" PVC PLAN VIEW STREET PATH CENTER LINE 2' MIN (/ F 2' MIN CLEAR CLEAR ZONE 5-18' ZONE --------------- -------------- T 5 CONCRETE —_ ----FLOW --- � 3 RIPRAP FLOW_ 3_ DOUBLE 12" PVC PLAN VIEW CROSS CULVERT DETAIL Jtf/'�LL. I V V I r C 3' 0 z a Y Q O W Q H W N Q V Z Q 1- U a a Q OD F � U N W °° CROSS SLOPE 2X to 4X 66 8' TYP NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REOUIREO OUTSIDE OF THE SIDEWALK. CROSS SLOPE 2X UK CROSS SLOPE SIDEWALK MI MIN. yt��I 2X MAX.. U( j r 1 SIDEWALK SLOPE REQUIREMENTS 4-s4-z3/16" STRUCTURAL STEEL TUBING ' O.C. Ir MAXIMUM O.C. MAXI O.C. O.C. SW1-00 44 44 x 16 STRUCTURAL\ n_4"x2"x3/16" STRUCTURAL STEEL TUBING ST EL uBIrG rxrx3n6- STRUCTURAL STEEL TUBING SEE CONNECTION DETAIL s- TYPICAL PEDESTRIAN °"` BOLT GUARDRAIL CONNECTIONDETAIL SW1-01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SOOOE0 OR HYOROMULCHED AND WATERED UNTILGROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS 6 PRESENT. BLOCK SOD WILL BE REOUIREO. BARED AREAS SHALL BE SEEDED OR SOOOE0 WITHIN 14 CALENDAR WAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURINGTHE ENTIRE TIME THAT EARTH WAS BEEN BARED BY CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH 6 ESTABLISHED AFTER CONSTRUCTION 6 COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. NOTES: 1• SIDEWALK PLACEMENT SHALL BE N ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FI NSW LICIT BROOM FINISH. JOINTS TO BE TOOLED r DEEP AT AN INTERVAL EOUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 0 40.0.C..CONTRACTION JOINTS 0 4.O.C. I DOWEL N AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (ORKWAY. INLET BOX. CURB. JUNCTION BOX, ETC.) WITH 03 z 12" BARS 0 12" O.C. OR •4 x 12- BARS 0 W O.C. 4. COMPACTION: COMPACTED SUBORADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98X OF MAXIMUM CRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM DNS (STANDARD) AND SHALL BE 0.4X WET OF THE OPTIMUM MOISTURE CONTENT 5. A MIIiAM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR y4- RN 1/2" 0 X 18', 12- O.C. {� I340ATEO W/EVY GREASE) 3'-0" MIN. mim 5'-0" VARIES-4 2X MAX • RECYCLED MATERIAL. 1/2" SEE NOTE 4 THICK AS MANUFACTURED CO. OR '/3'LONG METAL OR PLASTIC CAP. INSIDE AP J.D.OD EQUAL CO.OR DIAMETER TO BE 1/16" GREATER- THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2-OF •3 BARS 0 12" O.C.E.W.OR 28-DAY CONCRETE DOWEL E HAVE STOP COVER END OF •4 BARS HI 18- O.C.E.W. STRENGTH ■ 3000 psi CAP IS r FROM END OF B. (4'• THICK MIL) AR SEE FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STREETS tJL VlJ1rJ 1 imu%_' 1 1%_FI N J"IiN 1 SAWED OR FORMED. 1/8" TO 3/16" SEAL WITH EXPANSION JOINT MATERNAL. MIN. 3/8" R 4" SIDEWALK CONTRACTION JOINT MN e" INTO 11lL JWONTS MAX 24" CONIC. SIDEWALK 3-1/2" �-► • 4" 7.5" 6- 1 r MAX. SAND LAYING COURSE PTA TPWRA 0 PAVER MATERIAL SIDEWALK PAVER SECTION CONCRETE SIDEWALK zir 4' rr- `' - Tr rxr-'=�1*r�--Itr- *« VAIN �,. ** VARIES 4. 3'r' R WEEN SPLICE r R • . •. • . , 491 SOEWALK ' .. T it chi OETECTAJU 1231 -�• y PROPERTY SURFACEPROPERTY LIE N, �s ■* 23' lV GAB RAORIS) R' 2L5't2o'(2A0 Room 111.5(n CUIB RAOUS)MRS SLOPE NOT \ Y 2 BE LESS THAN EXCEED ANY \\ z **SI 2LY RAO!E T SO RAMP OR TRMI9TION 1 as (2S' Cm R#Amm t at • K CROSS SLOPE NOT TO EXCEED I • • • _ Y 2PORTIIOON OF R� Olt ATRM M ANY THAN •' • TO STREET 5/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTIONSW3-00 RAMP AT STREET INTERSECTION *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 2X OR BE LESS THAN uX ON ANY 2X OR BE LESS THAN 1X ON ANY PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREEId" / TO STREET / G� W TARING E PROPfiRTY �INEE 8'SIDEWALK SURFAt RAMP* TVWALK 1012 in �- EXPANSION JT. i 8 � 1/2--SMOOTH OX 1166�OF WITH 6' MIN. CAP 0 12" O.C. SAE) w/HEAVY I 3'-0" MN. G..O.. -�- 2X ARES-� MAX. I SEE NOTE 4 •3 BARS 0 12- O.C.E.W. OR 28-DAY CONCRETE •4 BARS 0 18" O.C.E.W. STRENGTH -3000 psi (4" THICK MIN.) SEE FLASH NOTE ALONG MINOR COLLECTORS AND LARGER AB T TRVARER TERIAL RI 8'-0"�72A VARIES .- 2X 7M"- TE 4 SEE NOTE 3 CRETE •3 BARS 0 12"O.C.E.W. OR3000 psi •4 BARS 0 18" O.C.E.W. (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER 3/1I" SPxce r SIIIIFACE (Typl - TRENCH CRATE MAY ONLY BE ALLOWED WITH PAW APPROVAL PROM THE OTT ENGINEER AND WHERE THERE 6 NO OTHER STORM SEWER SYSTEM _ AVALARE. SW1-02 NEENAH CRATE BOLTED INOUA� OR APPROVED Ne.4 BARS Isometric View SIDEWALK DRAINAGE TRENCH GRATE SW3-01 SW3-02 *CROSS SLOPE NOT TO EXCEED 2X OR BE LESS THAN 1X ON ANY PPOORZSTIET RAP OR TRANSITION q.PROPER:CTABLELIN.�y 3• �-EXPANSION JT. i SMOOTH DOWEL BAR. 1/2" DUA. X 16". WITH CAP 6 12" O.C. BACK (COATED W/HEAVY OF CURB 6' W GREASE) � y y � DETECTABLE ARN ITS E SURFACE 5' SIDEWALK ;r 3• EXPANSION JT, i SMOOTH DOWEL BAR, 1/2" DIA X 15". WITH CAP 0 12" O.C. BACK 6. MIN (COATED W/HEAVY OF CURB GREASE) 8' SIDEWALK AMBULATORY RAMP 6SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 FSW-3-05 yHW� O<''v LANDING -a ii � E o cVa' ,a• DETECTABLE WARNING SURFACE 4" MAX. AND USUAL 6- MN. `- FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 ALore" a Otteclable worrkq surfoce (Domes to run porow to 4- Max ptdestrion travel) rand Usual 6" Alin Face of 10" rnax curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RI SW2-01 LNDING d-ht 910 .. 21 -6. I 6. Face of (TYPICAL) 4' RAMP MIIDTH�(TY;IC 0 curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS W2-02 GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES 1.CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE TWA GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE I. ALL SLOPES ARE MAXIMUM ALLOWABLE, THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES. STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE. UNLESS SPECIFIED ELSEWHERE N THE PLANS. 2• LANDINGS SHALL BE A 5' X 5'MINIMUM WITH A MAXIMUM 2X SLOPE N ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION NOT ALLOW WATER TO ACCUMULATE. 1 MANEUVERING SPACE AT THE BOTTOM OF CURB RIPS SHALL BE A MINIMUM OF 3. ALIGN TRUNCATED DOMES N THE DIRECTION OF PEDESTRIAN 4' X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP 6 2X• APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURS RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. EITHER BECAUSE THE ADJACENT 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN SURFACE 6 PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. AND EXTEND T APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. FULL WIDTH OF THE CURB RAMP OR LADING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION. DESIGN. LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT T AND TEXTURE MAY BE FOUND N THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6- AND A STANDARDS (TAS) AND 16 TAC 668.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA. THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE. PRECAST POLYMER CONCRETE. 8. CROSSWALK DIMENSIONS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE N THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REOUIRED, CURB RAPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS.OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN N PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HIADRAILS ARE NOT REOUNREO ON CURB RAPS. PROVIDE CURB RIPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES)A CURB, 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLID OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED IOX MEASURED ALONG CURB LINE. I I f �_K" GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936. C-33. LAY N A TWO BY TWO 2 � UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT O O O O r DETECTABLE WARNING PAVER UNITS USING A POWER SAW. •- To ILondxlq � O O O O r b� Detectable warrrrrqq N0.3 REBAR AROUND PAVER INSET ir dorll�e mwrUf crunca[ed WITH DETECTABLE WARNING PA VER ond�ufuol DOMESURFACE EXPANSION JOOINT ACE APPLICABLE TAX BEoo - SHALL CONFORM TO C A A Ibrt SIDE FLARE SPECFICATIONS it (Typical) (TYP) CONTROL JOINT PERMISSIBLE Face of curb TRUNCATED DOME PATTERN CURB RAMP DETECTABLE WARNING PAVER MIN. 4" No. 3 REBAR AT 18" (MAX.) ON -CENTER (� pN�RE �L c BOTH WAYS MAAMICA6LE SPECFICAA ONFORM SECTIONA A z � o H H w con � W � Q o con � Q � Q H con U CITY OF BRYAN The Good Life, Texas Stjk." DRAWN BY: C.I.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: a w SHEET 1 OF 1 0.0. • r-O" g- TYP. - --- - ---- --- TO'-0" II EXTENSION ' ` I A --- �--- A ' CURB LINE WHEN RECESSED INLET RA CONCRETE 1�//13r 6 , - CUTTER 77 - - 6"t O.D. • 6" ;' / �� FACE OF CURB 2'-0" MN. 2'-6" SOUARE 28-OAY CONCRETE 6' 24" WARP PAVEMENT SURFACE TO THROAT OF OUT SEE SEE 1® i PLAN STRENGTH 3000 pal PLAN VIEW 8-0AY CONCRETE STRENGTH 3000 psi •4 BARS 12- O.C.E.W. 0.0. • 6" MIN. ' I SIDE WALLS 6" TOP 6 14 BARS• 6" 0.".w. A STO. CAST IRON MANHOLE COVER BOTTOM SLAB TOP OF CURB TOP SLAB AND FRAME SECTIONAA I EXTENSION ;,\ NORMAL CUTTER LINE DEPRESSED GUTTER LINE .--. J 6" SIDE WALLS INVERT SHAPING -IV TYP. 14 OARS 6" O.C.E.W. TOP 6 BOTTOM SLAB CONCRETE FILL A� •4 BARS it O.C.E.W. SECTIONA A SIDE WALLS 6 BOTTOM SLAB ELEVATION SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D 1-00 I D 1-Ol 28-DAY CONCRETE STRENGTH. 3000 psi~ A _ _ - - - - - - - - - - ,_ - - 3/4- 3/16" 7/41ir �—I 2- A o000�00��0�0000�0 A - - - - - I A I _ _ _ - VIEWA A y - - L A FLOW' A RESUME 4- 4 BARS ' ' 28-DAY CONCRETE DUCONAL -_ 3000 + i ' Hp� ES tV �6R-DI L-MSMEN -STRENGTH ' R00 0.0. • 6" STO. CAST IRON MANHOLE IMIN.COVER AND IN INSTREETS 28-DAY PLAN - - - - ' (2) 3/4" !LIME c30" DIAL CONCRETE STRENGTH • 3000J0.9i A CROSS SECTION PLAN PLAN DISTANCE BETWEEN Two PIPES L�� A�E p 2"APPROPRIATE TYOTIHTLE 0.0. - 6" MIN. Ir TO 36" - 1r APART -% ( A ooa•t Itv w www LUTE �� o"IHHs to A •4 BARS 1r O.C.E. 6- TOP 6 BOTTOM SLAB SIDE WALLS •4 r O.C.E.W.•i •4 BARS 6" O.C.E.w. 48" OR LARGER • IV APART SIDE 0.0.• 6- MN. , TOP 6 BOTTOM SLAB 6 SIDE WALLS p slvLSS LARGE MOUTH BASS L 6" TOP 6 ' BOTTOM WALLS — — — — — F 6" TOP O.O. • 6" MIN. 3• 1 + vARIEs III O O 3/4- FLAT F GOTHIC t2) PLACES 3" M)N EACH SIDE 6- SIDE wALls X•4 (SEE NOTE) ` BOTTOM _ BARS 6 O.C.E.W. TOP 6 BOTTOM SLAB SECTIONA A •4 BARS 6- O.C.E.W. 6- SIDE WALLSL TOP 6 BOTTOM SLAB SLAB T T T T T T T T T T 6" SIDE WALLS C,TT W COLLL4t Sf& 101 A Paturt osAlss to A slVtRf ,b I„R. SECT70NA A Lw SECTIONA A 2�T"EFTYOTIHT E �� STORM SEWER DOUBLE BARREL INLET TROUT LOGO JUNCTION BOX GRATE INLET PLATE D 1-02 DI-0-3-1 D 1-04 D 1-05 "rill • VER SECTION COVER FACE THICKNESS AS — DESIGNATEO ON PLANS OR AS DESIGNATED ON PLANS --) •3 BARS o 18" O.C.E.W. vT'' MIN. Ir TOE WALL TO NOTESit, CONSTRUCTE `�� MATCH [ ELEV. AT BEGINNING 6 END OF CONCRETE ter- .-,- �L DITCH CHANNEL 6 RP -RAP SECTIONS. S' S' S' S' 2-0 L VARIES .I H/3 WHEN _ H•4.OR MORE •— —�— .� IL WEEPHOLEDETAIL 28-DAY CONCRETE STRENGTHO 3000 psi CONCRETE CHANNEL LINING 2-V4" 1-3/8" JL_ 7/16" —9I 14-1-1/4" PICKHOLEDETAIL COVER FACE r-o" ■3 BARS O IV r-6" OR AS DESIGNATED 6"� ON PLANS HEIGHT VARIES WEEP HOLE 1/3 HEIGHT MNM)M WIDTH DRAINAGE EASEMENT 13' MIN. S' M IN. ] 1 r MAX. �— 1-1/2 1' M. - 12-x12" GALV. HWD. CLOTH '/4- MESH W/GRANULAR MATERIAL AMAXWII SLOPE 4' MN. TYPICAL LINED CHANNEL SECTION ALQCK So OP mwr "ANN CH STANDARD CHANNEL SECTION D2-02 •3 BARS a 12" O.C.E.W. 4 1 'R 18" TOE DOWN (ALSO AT FLUME ENDS) I.� 4•-O" COVER BACK 28-DAY CONCRETE STRENGTH ■ 3000 psi MANHOLE RING AND COVER STANDARD FLUME SECTION D2-04 EXPANSION JOINTS AT WO.C. D2-05 �� 6" (TYP.) •3 "U" BARS r, 1PER BLOCK DISSIPATOR BLOCK LOCATION o o 12" PROVIDE RP -RAP ROCK t1RN. 20 I.B. PIECES) /I A , 6" c Of 4•-0" 2 04 BARS 12" O.C.E.W. WALLS. BOTTOM SLAB 6 TOE SECTIONA A PLAN 28-DAY CONCRETE STRENGTH■ 3000 psi MINIMUM DISTANCE BETWEEN TWO PIPES IS- TO 36" - 12- APART 48" OR LARGER - IV APART DISSIPA TOR BLOCK A TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS ID3-00 D2-00 MATCH rL ELEV THICKNESS AS DESIGNATED ON PLANS �S � v 6" HEIGHT o_ 1/2 ' VARIES cn 1 .l . WEEP HOLE :> 1/3 HEIGHT L.0 12"x12" GALV. HwO. 18" TO 36- AS CLOTH 1/4" MESH DESIGNATED W/GRANULAR MATERIAL ON PLANS VJ L NOTES MN. IV TOE WALL TO BE CONSTRUCTED AT BEGINNING 6 END OF CONCRETE DITCH CHANNEL 6 RP -RAP SECTIONS. 5' 5' S' 9' 2-0 14/3 WHEN _ �H•4'OR MORE •— —•— 28-DAY CONCRETE rL J� ISTRENGTHm 3000 psi WEEPHOLEDETAIL CONCRETE RIP -RAP 1 D2-01 THICKNESS AS HANDRAIL DESIGNATED ON PLANS •3 BARS O 16" O.C.E.W. r-O- S I SIDEWALK OR AS DESIGNATED .1 � ON PLANS VVARIIEES MATCH IL ELEV. 1(—�!'! 28-DAY CONCRETE i� STRENGTH .3000 Psi NOTES 18" TOE WALL TO BE CONSTRUCTED 1V TO 36" AS 6"� AT BEGNNING 6 END Of CONCRETE DESIGNATED ON PLANS DITCH LINING 6 RP -RAP SECTIONS CONCRETE SIDE SLOPE PROTECTION D2-03 E BA S YFYa ew5a COIFOAMS TO ?11 am �1 6ARS 6.6111 em 6 1--m c PLAN VIEW ODIf L NOTES: ALL EHIPOSpD CORKERS SHIM DI CHAMFERED 3/4". KWORM SIM SHALL K RACED ON THE CENTER OF TIE OUTSOE LAYER OF m r FROM THE smACE OF THE CNXTE. TOTAL DiOnTES OMtIDE ONE 20 OHMMETER LAP FOR ALL BARS OVER V-0'1111 LENGTH. 28-DAY CONCRETE STRENGTH a 3000 psi C If E BARS Aa- M0.J (� BARS r 6AR5 E 6� PWM A 12- FOOTW,/ AS 900 INHERE REOIrEO TO MA ITAN 4- MML MIKPTE&MDUMMIES 91OR1L TOFIOTAL SIDE{ ELEVATION I� BARS v� BARS SDI. CONSTRICTION im 6 T- upol'awm SECTIONA A FROVOE RP•RAP NXX -- /` Oft 20 It PIECES) CONCRETE HEADWALL FOR 2 PIPES D3-01 z a o*ENO H w F A C,p� � zW 7 � W a O A � F SELECT MATERIAL. CITY OF BRYAN MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE Of .•'•.•.::•s•••, ROCKS. LUMPS. CLODS. OR DEBRIS LARGER THAN TWO (2) ., ;;•.,.•. �. •C.•L•%-�. INCHES IN LARGEST DIMENSION). COMPACTED TO A e Life, Texas Shle.' MINIMUM OF Sox Of MAXIMUM DENSITY AS DETERMINED BY 2- ID1 COMPACTED CEMENT STABILIZED ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN / SAND. 1-V2 SACK/CY (PUGMMILL OPIUM TO •4X OF OPIUM UNDER NON-STRUCTURAL PIPE 0.0 (�! ONLY). SPADE BY LIFTS INTO AREAS fit ... YARDS. PASTURES. EASEMENTS) AND TO A PLACE. TO FILL ALL VOIDS MHMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED (4' ) AROUND PPE. MANUALLY BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE AT OPTIMUM OPIUM TO -4X OF OPTIMUM UNDER FUTURE STREET AREAS. PPE MOISTURE. *PE MUST DESIGN TRENCH DETAIL SITE SPECIFIC FOR HOPE PPE. THE TRENCH BOTTOM SHALL BED 8" MIN./12" MAX. HOPE PPE DI NOT TO BE USED UNDER PUBLIC STREET GRADED SO AS TO PROVIDE UNIFORM PAVEMENT AND CONTINUOUS SUPPORT FOR THE CEMENT STABILIZED SAND AS PPE BARREL BETWEEN BELL HOLES. DRAWN BY C. L. M. MINIMUM WILL ALWAYS BE RE0"'RED. DATE: 01-01-09 BEDDING AND TRENCH FOR REINFORCED SCALE: N T S CONCRETE PIPE D3-02 APPROVED: W. P. K- FIGURE: D SHEET 1 OF 1 _ NOTE: GENERAL NOTES: �- L VALVE EXTEAWPTO BE USED I. FINELY DIVIDED EARTH FREE OF ROCK. LL61PS AND CLODS EXCEEDING 6- `0-*, 28-DAY CONCRETE �T� s F&T TMVE O AL DEPTH OF 12" OVER THE TOP OFBE PLACED BY HAND.AND A TTED AROUND THE CAST iE PPE FBE ORE BACKF0.l�6 BEGUN PIPE STRENGTH . 2000 psi BY ANY MECHANICAL EOUPIENT. 1 WTALL VALVE AROUND 2. AXLBOX.gVALVE R TTQ NU�ITAOE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH - 2000POL T P t�E � TV TWO 3. ALL THRUST BLOCKING SHALL PROVIDE A UMAEI OF 2 SQUARE FEET OF COATS OF MEWI TAL PANT. BEARING AREA OF CONCRETE ON UNDISTURBED SOIL. OR AS DIRECTED BY - COPPERHEAD SNAKEPIT TEST THE ENGINEER. STATION (LIGHT DUTY) OR 3. f XT TD ESPIAL L A MNMRI 4. WATER MANS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS APPROVED EQUAL U�� OOT REACHED 7 DAY STRENGTH. 4. VALVE 80X LDS LOCATED ON s, ALL PPE WILL BE LAID SO AS THE ENTIRE BARBELL WILL HAVE FOIL VIEWA - A VALVES TO ISOLATE FIRE BEARING ON THE FINE GRADED TRENCH BOTTOM- BELL HOLES SHALL SUPPRESSION LINES FROM PUBLIC BE CUT FOR EACH BELL AND FOE HYDRANT. WATER LINES SHALL BE AMPro USA LLS62 LOCKABLE LID. 6. ALL FITTING SWILL BE MECHANCL JOINTS UNLESS OTHERWISE DIRECTED. 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. COPPERHEAD SNAKEPIT TEST VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS, STATION (LIGHT DUTY) OR APPROVED EQUAL EXTENSION AS NEEDED 2- SQUARE AWWA NUT N" WITH A� �A FLASHED GRADE CENTERING COLLAR. TERMINATE W TO S' FROM TOP OF X. '_ A - 2" SQUARE AWWA NUT AS ARIE EXTENSION WITH CENTERING COLLAR. TERMINATE W TO S' FROM TOP OF BOX. G- sTa I GATE VALVE STD. GATE VALVE W" 25 man AWWA C900 W/STAINLESS TE PRESSURE PIPE STEEL BOLTS OL u go. NSIJLATEO COPPER TRACER PVC OR 0.1. PPE w WIRE WALL SPLICES STANDARD FIRE HYORAI WcivilEiVEX WATER LINE AS REOURE + TE€ ALVE AS G 1S�.E�V� MIN • ec�r� AS �REQUIRED I ANCHHOR 90• BE STANDARD FOE HYDRANT GATE VALVE W/VALVE BBff STANDARD FIRE HYDRAN } 3 ROY LINE FIRE HYDRANT LOCATION REALIGN AS NEEDED /- 6" O.L OR C909 PPE 6- MJ ANCHOR COUPLING PEA GRAVEL - FILL TO 1 FT. ABOVE 24" X 24" X 6" 1 I^ WEEP HOLE28-DAY CONCRETE 10 STRENGTH . 2000 psi THRUST BLOCK I0-1- b,AWITH 04 BAR AROUND MADE USING ALL VALVE BOX. 1^ APPROVED WATER TEE OR TAPPING TIGHT CONNECTORS SLEEVE 6 VALVE CHANCAL ITS I BLOCK USING 12"02-x4- PRECAST CONCRETE BLOCK AS DIRECTED. AS REQUIRED WITH RT Sc w BLOCK VIEWA -A MN. L TO ON BAG O, OR MEGA LUGS 6" X 12- GRADELOK EQUAL TO ONE BAG OF W/M.J. SPLIT GLANDS SACKRETE BLOCK AS DRECTE (ROTATE TO FINAL GRADE) 01WONAL GATE VALVE &BOX W1-00 STANDARD FIRE HYDRANT ASSEMBLY 2" SQUARE x 2" HIGH T) OTkIAITP OPERATING NUT L OU YMAITT FORETRooREWAANLABpION09 03 12 rT \ AT IN EoU PIT TEST 1 GROUND LEVELS I OR VALVE OPERATI EXTENSION SQUARE SOCKET 2" DIA INSIDE 21/4- DEPTH (1/8" MIN WALL THICKNESS) GATE VALVE EXTENSION 24- MIL UNDISTURBED DIRT OUT AL DETECTOR TAPE MN. TYPICAL UTILITY PPE TRA TH TPXIED IK NLE��A�PEO TO THE PAT -01 UTILITY PIPE LOCATION MATERIALS UNDISTURBED DIRT END OF LINE CAP/PLUG PLAN VIEW COMPACTED SELECT CONCRETE SECTION A A NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE END OF LINE BLOCKING NOTE, L EMBED COPPER LINE N TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP SIDES OF COPPER PPE. 2.PAYMENT FOR BID ITEM OF -AR RELEASE VALVE- AR RELEASE/VACUUM SHALL NCLUAE ALL MATERIALS. AS SHOWN N BREAKER VALVE OETAIL. INCLUDING MAN LINE TAPPING SADDLE. VALMATIC MODEL 101(r) 3. PPE SIZE SHALL BE r OR 2-. OR MODEL 102 (2-) OR 4. WE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL THE ENGINEER HOT -BOX POLY ROX MODEL PHRI (r) WITH HEAT OR MODEL PHR2 c2-) WITH HEAT OR APPROVED EQUAL 4- X 3• X 3' CONCRETE PAD (FOR r PPE 4" X S' X 3' CONCRET PAD (FOR 2" PPE) IRON PPE THREAD COMPRESSION FITTING AND BALL GATE VALVE AL DETECTOR TAPE AGE ELECTRICAL WIRE CONVECT NOR TYPICAL UTILITY WE DEAD END TRA Ur C Y I PIPELINE WARNIK' SIGN o , .V 4 [CYX 3'X 6' ONCRETE SLAB W PLUG MAIN LINE �J. TEE 0: CROSS W1-021 W 1-03 VALVE BOX AND SHAFT EXTENSION rooW-O" CAST RON VALVE BOX COVER 2' X 4' X 6" CONCRETE SLAB 4•.p- T GREATER * THAN 45• FIL� AERIC/N FLOW CONTROL TRENCH ADAPTER OR AM APPROVED EQUAL 6" DP W/RETAINING GLAND, AT BEND AD PLUG, THRUST BLOCK *NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/TH RUST BLOCK UNDISTURRBEO SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHILL BE 95X AND REDUCER AS REQUIRED DENSITY PER ASTM D698 IN -LINE BLOW OFF ASSEMBLY ASTM W3-00 W3-01 �ry GALV. ELL GALV. NIPPLE i I REMOVE AND OISCARO r' AFTER USE MJ PLUG TYPE "K" COPPER TUIBIKG TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 Fl BLACK TEXT WARNING 10" PPELIE CONTACT THE CITY BEFORE EXCAVATING YELLOW BACK u VALVE,,, 7- NO. N WHITE BACKGROUND. I 4'-O" .IL NOTES: L FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SIGN POSTS. 2.SGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ENAMEL FNISL FURNISH ONE WARNING AND ONE VALVE SIGH AND ONE POST FOR EACH VALVE INSTALLED AND AT OTHER LOCATIONS AS SHOWN ON PLANS. FIRWSH SAME NUMM KR OF REPLACEMENT SGNS AS FOR EACH INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN SLAW) (NOT A SEPARATE PAY ITEM) -2- BLACK PRESSURE SENSITIVE NUMBERS TO BE ADDED AFTER BASIC SIGN HAS BEEN PANTED. �PPELIE WARNING SIGN /-VALVE IDENTIFICATION SIGN �8' BLUE. HEAVY DUTY. WING CHANNEL POST 2' X 4' X 6" CONCRETE SLAB 2- METER BOX WITH 1 I EXIST- CRAPE 4'-0" VALVE BOX AND SHAFT EXTENSION CAST IRON VALVE BOX COVER CAST IRON LID 11 Alf SCH. 40 GALV. APPE 2'X 4•X 6" CONCRETE SLAB AFTER BLOW -OFF INSTALL MALE OUICK AERICAN FLOW CONTROL EXIST. GRADE YI CONNECTION & CAP TRENCH ADAPTER OR AN APPROVER 4" APPROVED EQUAL BRASS BALL VALVE PPE MATERIAL MJ TAPPED CAP BRASS THREAD PIPE WATER MAN BRASS ELL W TAPPED CAP WWI WIT WATER PLACED ON IN�TC I W/ UNDISTURBED SOIL Q�IMtITH '�'`E 4" END OF LINE 2" BLOW -OFF RISER BLOW -OFF W3-03 W3-04 NOTE --USE POLYETHYLENE WRAP OR �BETTrtEN TPLUG0 PREVENT FRO STICKING TO PLUG. TEE THRUST BLOCK THRUST BLOCK NOTES: I. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 24" AND SMALLER INNER DIAMETER PPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi, 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 9. WATER MAN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1300psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS BEND SIZE a€� C VOLUME 9D. 6 8" 5.O 1.5 1.5 0.9 2.7 0.4 1012' 6.9 2.5 1,5 L2 4.0 1.0 45• - 2.0 2.O LS 0.9 LS 0.2 10.12- 3.512.51 1.5 1.2 12.2 1 0.5 22.5• 6 8" LS LS 0.9 0.8 0.12.0 S LS L2 L1 0.3 LO !L5 S LS 0.9 0.4 0.1 11.25• 0.12 1.5S 1.S L2 0.6 0.1 NOTES: BRASS CURB STOP L NO SPLICES N COPPER TUBING WILL BE ALLOWED 4. WIT RIAL USED SWILL BE AS SPECIFIED OR AN WITH PLUG (REF) BETWEEN THE SERVSADDLE AND THE CURB STOP VEO EQUAL.K S.LL CONNECTIONS TO BE COMPRESSION TYPE, FOR SINGLE SERVICE OR BETWEEN THE SERVICE ATc SADDLE AND THE WYE FOR DOUBLE SERVICE. 2, IT SHALL BE THE RESPONSIBILITY SERVICE WYES 6 EXTENSIONS ARE TO BE 1LITY OF THE CONTRACTOR INSTALLED WITH THE MAN LINE CONSTRUCTION. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE 3. MARK EACH SERVICE END WITH METAL -T" POST CITY UPON PAYMENT OF FEE. PAINTED BLUE. 8. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER VIEW A -A it THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. DOUBLESERVICE ONC. CURB GUTTER 2• MwI.�3• wx. **SEE TECHNICAL SECTION 33 12 13 S&L VALVE -PAD 2' MIN. FOR MATERIAL REQUIREMENTS WITH PLUG (2 FOR DOUBLE SERV.) L 4' MIN. APPROVED SERVICE SADDLES A r TYPE "K" COPPER TUIBING FOR DUCTILE AND PVC. OR TAPPED TEE (2 FOR DOUBLE SERVICE) i-V2- X r BRASS WYE CORD STOP (I FOR OOUBLE SERV.) r TYPE K COPPER TUBING (SINGLE SERVICE) 1-V2" TYPE K COPPER TUBING (DOUBLE SERVICE) 1-V2" CUT-OFF BEFORE WYE WATER LIE (SEE NOTE 1) NEW WATER SERVICE (SHORT AND LONC SIDF) W2-01 WATER STRUCTURAL BACKFILL AREA INCLUDES PPE ALL PAVED AREAS (SIDEWALKS. STREETS. ALLEYS. DRIVEWAYS.AND PARKING AREAS) AND SHALL EXTEND S' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION 40.2 IN W4-03)OR EXCAVATED SOIL COMPACTED J TO 98X MAXIMUM DRY DENSITY AS PER ASTM 0698 WITHIN OPTIMUM TO •4X WET OF OPTIMUM (OPTION NO. 1 N w4-02) PPE JOINT TYPICAL HORIZONTAL THRUST BLOCK W2-00 s' PAVEMENT AREAS - -SIDEWALK' EL . 9' i i STRUCTURAL BACKFILL AREA NOTE: L sTANOM ARID sE°Alc ►"18N°Fori wATERANDANpEwER'"LIEMS'UCTIoNaI TY 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS, 3. THE �Qfill¢-_PR�EERREO, WET y�B�O�RIgK;� IIINL�L�OMIELDg�ONLY WHEN APPROVED ��BY 4, �___T I��H�ESS�R TH�IAMTA THE CARRIER PPE�CAN RO U&LE� a IT THE P RTAOLLEL 2'-W' MIL ENCASEMENT 2'-0•' MN. OPEN CUT 7� OPEN CUT LIMIT- -- - - - LIMIT W2-02 NEAREST SELLu:' JOINT (TYP.P. EA. END) CARRIER PIPE Tvp-*4 Ir- L r MIL CLR, 1-PC. PULL -ON WATER CASING SPACER TIGHT NEOPRENE END SEAL W/ STK STL. CLAMPS "APS- OR "PSr NOTE= CASING SPACERS BAND AMP 4-RU -RUNNER MN. (THRU 24• DA AT SPRINGL NE CASING) OR 6•RIJNER MN. (24--42- OIA CASING) STAINLESS PROVIDE 4 STL. TYPE304{ 8- WOE BAND RUNNERS AT W/ POLYMER RUNERS&CENTERED BOTTOM �r OR NON -CENTERED: CLEMt BELL. 11N RESTRAINED FROM FLOTATIONM INSULATED( "APS. INC.. MOO SSW - OR -CASCADE - 2' STEEL CASING 7-AOJUSTABLE TOP RUNNERS TO MAINTAIN r MAX CLR. Imo -STEEL CASING �- 8" WIDE BAND STAINLESS STEEL (TYPE 304) -NEOPRENE INSULATION SLEEVE BETWEEN PPE AND BAND POLYMER RUNNER (TYP) CASING DETAIL NOTES: L SpANDCqq8"40FOR MIATADgWER��IEN TY 2. STEEL CASING SHILL BE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. I pDRRY� WRING IDS REQUIRED. 5�/� IN� �g� � 4 M TH A BEAD SS(.FG 1�T�HIATA TFE C R PPEALM rALEI 90 EIT TW PWAOLLEL SHOULDER VARIES 51-0" WIDTH OF PAVEMENT WATER LIE MIN. � " GATE VALVE 3'-0" MIN. I-MHER T GATE VALVE 3'-0" BELOW DITCH FLOW LIE. J' CARRIER PPE O STEEL CASING CARRIER PPE TYPICAL URBAN CITY STREET CROSSING 4 00 TYPICAL RURAL STREET CROSSING OA SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH. (WHICH IS FREE OF ROCKS. LUMPS. CLODS. OR OEM LARGER THAN TWO (2) ORIGINAL GROUND OR ORIGINAL GROUND N FUTURE STREET PLACE METAL DETECTOR INCHES N THE LARGEST DIMENSION). COMPACTED TO A MINIMUM OF 9OX OF MAXIMUM DENSITY AS DETERMINED BY BOTTOM OF SUB -GRADE PLACE METAL DETECTOR IN FUTURE STREET AREA AREA TAPE AT A MINIMUM OF 24" ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A MNHMUM OF 24" 7 TOP OF PPE OPTIMUM TO -4X OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PPE AREAS (it ... YARDS. PASTURES. EASEMENTS) AND TO A MINIMUM OF 98Z OF MAXIMUM DENSITY AS DETERMINED ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN (9)SELECT MATERIAL p13Y� AND PAVEMENT X- QFAROPTMUM UNDER NEW STREET �- SELECT MATERIAL ARE © CEMENT STABILIZED SAND 6"-12" ® (MANUALLY ® GRANULAR MATERIAL 6"-12" BQ (MANUALLY CONSOLIDATE AT OPTIMUM MATERIAL SHALL BE BANK RUN RIVER SAND WHICH 1S FREE OF DETRIMENTAL QUANTITIES OF CLAY.OEM.OR ORGANIC CONSOLIDATE MOISTURE) MATERIAL MATERIAL AND WHICH. WHEN TESTED BY STANDARD AT OPTIMUM 4- METHODS. MEET THE FOLLOWING REOURREMENTS: MOISTURE) MAXIMUM LIQUID LIMIT 45 4" PPE RD �� tISTURBEO SOIL MAXIMA MAXIMUM PERCENT T INDEX PASSING NO.200 SIEVE 35 UNDISTURBED SOIL MINIMUM PERCENT PASSING 3/4- SEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET. SHALL O.D. 6" MN./12- MAX. NOT ADHERE TO FORM A BALL PRESSED WHEN N THE HAND, 6" MAL/12- MAX. OPTION NO. I © CEMENT STABILIZED SAND OPTION NO 2 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS W2-03 VALVE BOX -01 W4 NOTES: 1, FOR SIEDONMC AND TRENCfiWG W/TINY ALL PAVED AREAS SEE DETAES FOR OPEN CUT STREETS. 2' BE N EDDING 6 INSTALLATION H ACCORDANCE WITH TANSI/AWWA STANDARDS L FOR PVC PPE. 3. ALL BEDDING 6 INSTALLATION OF DUCTILE IRON PIPE SHALL BE N ACCORDANCE WITH ANSI/AWWA C150/A21.50 4, J=ION SHALL BE ATTAINED BY MECHANICAL S. RELATIVE COMPACTION SHALL BE TESTED N THE PRESENCE OF THE CITY ENGINEER. 6. OUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK.EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY. SHALL BE CONTROLLED BY THE CONTRACTOR, 7' ALL PAVING OR PLATING PLACESHALL BE DAR T THE END OFFILLED AND T TEMPORARY EACH WORKING DAY, S. SEE "OPEN CUT DETAILS" ST4-00.ST4-01& ST4-02. 9.EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL, DEPENDING ON EMBEDMENT, BLOCK SHALL BE 6 FEET N LENGTH, NO BEDDING SAND N THIS AREA. W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHILL BE ADEQUATELY BLOCK SODDED OR HHYDROMMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION 1S COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. CITY OF BRYAN The Cood Lde, Texas Sale: DRAWN BY: C.L.M. DATE- 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: IN SHEET I OF 1 e CINDER BLOCK ROCK SIZE — 3/4" TO 1-1/2" -FILTER FABRIC NOT TO COVER DRAIN INLET FILTER FABRIC SAND NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAININLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STORM DRAIN INLET PROTECTION SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. SWPP1-00 MINIMUM 12' SHALL BE FULL NOTE. WIDTH OF SITE ENTRANCE HAY BALES 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. SPRY 6" MIN. DEPTH STONE VARIES NECE (ASTM 0448.3" TO - 100' S" DIAMETER) OVER TO �Q. SO ' GEOTEXTILE FABRIC SQL WITH SAME SOUARE t FOOTAGE. METAL T-POST — REO'0. TO MAINTAIN. HAY BALE EROSION CONTROL ALONG DITCH METAL T-POST -` AS REO'D. TO MAINTAIN. SPACED 6'APART Is SWFP 1-01 — 2"X4" WIRE MESH FASTENED TO T-POST — SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST 0 WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL SILT FENCE AND/OR ALLOW 2.5' TO VAT TOE OF HAY BALES TO BE SLOPE FOR SEDIMENT TO USED A AREAS OF ACCUMULATE. ALIGN FENCE DRAINAGE FLOW. ALONG SLOPE CONTOURS. NATURAL D�Cr� OF Flow 14 z E i 4- 4"X4" MIN. TRENCH 4"I� SILT FENCE ASSEMBLY SWFP 1-03 EXISTING STREET SECTIONA A t 6" MIN. GEOTEXTILE FABRIC SUBGRADE NOTE. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. CONSTRUCTION EXIT SILT CONTROL WPP 1-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHN 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. V) Z O V) W con CITY OF BRYAN The Good Life, Texas Style." DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE SWFP SHEET 1 OF 1 z W W 0 0 J z } d 0 0 rn f4 Bleyl & Associates CONSTRUCTION DRAWINGS FOR COLLEGE STATION SKATE PARK C(:)MPLEN PROJECT NUMBER: PK-0911 B Y & ASSOCIATES PROJECT NUMBER0 : 7076 VICINITY MAP 0 500 1000 2000 4000 SCALE: 1 "=1000' Bleyl & Associates CITY OF COLLEGE STATION PROJECT AREA 0 150 300 600 1,200 SCALE: 1 "=300' 0 Bleyl & Associates Project Engineering 8c Management CLARK CONDON G A S S O C I A T E S LANDSCAPE ARCHITECTURE io4oi Stella Link Road Houston. Texas 77o25 m 713.8711414 six 7T3.87T•o888 www.cla►keondon.com 0 z U) d Y Q 0 O '� W O � N � a z a w < M M ul 0 U U to Q o o a a a a m F N W D C 'W 1>cri tU<Na fX n. C3O UU V1 WZ 0,Lf < co Cdt pw^0 F li e� t� 04(0 W V O Z^M �," Z Z W J T/)V Q Z O N ' N 0 N 0 0: t ' •r-4 W NNpZX a O O � o^ate � O � IT o �QN00 m �V �� N •^s C N N W ~ m O sy Na N o" t) 1) �7 a mw MW� w Q� 1�1 �o 01 z E-4 U 0 W w a H 0 > H � 00 o U Vl Vl V O L) 0 OF TF+ h 9 DAVID L. BESLY 81873 410EN5�0 \�4, ASS/ONAL 7076 ILE NAME: 7076-COVER.DWG 01 OF: 41 z w w 0 z 0 z r g a 0 0 W 0 z J a W z W c� 0 z x W 0 z a Y 0 0 0 Bleyl & Associates GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, EITHER UNDERGROUND OR AERIAL, PRIOR TO CONSTRUCTION. 2. ALL FENCES, PAVEMENT AND OTHER PROPERTY DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO PRE-EXISTING CONDITIONS OR BETTER AND SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE CONSTRUCTION UNLESS OTHERWISE SHOWN ON THE PLANS OR WITHIN THE BID PROPOSAL. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2009 BRYAN/COLLEGE STATION UNIFIED TECHNICAL SPECIFICATIONS FOR WATER AND SEWER, THE 2009 BRYAN/COLLEGE STATION TECHNICAL SPECIFICATIONS FOR STREETS AND DRAINAGE, AND ANY SUPPLEMENTARY TECHNICAL SPECIFICATIONS INCLUDED WITHIN THE BID DOCUMENTS. SPECIAL ATTENTION SHALL BE PAID TO THESE "GENERAL NOTES", THE SPECIAL PROVISIONS, AND STANDARD NOTES CONTAINED ON SUBSEQUENT PLAN & PROFILE SHEETS. 4. AS PRESCRIBED BY THE TEXAS ENGINEERING PRACTICE ACT CHAPTER 137, THE RESPONSIBLE ENGINEER MUST BE NOTIFIED BEFORE ANY ALTERATIONS, CONNECTIONS, OR REVISIONS ARE MADE TO THIS PLAN SET.- 5. THE CONTRACTOR SHALL: 5.1. NOTIFY THE CITY OF COLLEGE STATION 48 HOURS BEFORE STARTING WORK. 5.2. NOTIFY ALL APPROPRIATE UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION. 5.3. NOTIFY THE CITY INSPECTOR OF ALL DESIRED FIELD CHANGES. THE CITY ENGINEER'S APPROVAL MAY BE REQUIRED. 5.4. COORDINATE THE TURNING OF WATER VALVES WITH THE CITY OF COLLEGE STATION PRIOR TO CONSTRUCTION OF ANY WATER LINE. 5.5. SIGN REMOVAL/REPLACEMENT IS CONSIDERED INCIDENTAL TO THE COST OF THE LINE WORK UNLESS OTHERWISE NOTED. 6. UNLESS OTHERWISE SPECIFIED, THE EMBEDMENT OF WATERLINES, SHALL BE IN ACCORDANCE TO THE DETAILS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION ACTIVITIES NEAR CSU FACILITIES WITH CSU. IN THE EVENT THAT CONSTRUCTION IS CLOSE TO THEIR FACILITIES, THE CONTRACTOR SHALL CONTACT CSU TO COORDINATE THIS SERVICE. SKATEPARK CONSRUCTION NOTES 1. CONTRACTOR SHALL INSTALL ALL IMPROVEMENTS IN ACCORDANCE WITH CITY OF COLLEGE STATION LOCAL BUILDING CODES AND THE 2009 INTERNATIONAL BUILDING CODE. 2. CONTRACTOR SHALL READ THESE PLANS AND NOTES EN11REIY AND BRING ANY DISCREPANCIES TO GRINDLINE SKATEPARKS INC. IMMEDIATELY. 3. CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS BEFORE SUBMITTAL OF A CONSTRUCTION BID. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES, SEWERS, WATER LINES, ETC. CALL BEFORE YOU DIG 1-800-344-8377 5. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE COMPLETED WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO THE PUBLIC. 6. IF ANY UTILITIES OF FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, ALL WORK SHALL STOP' IMMEDIATELY AND THE CITY PROJECT MANAGER AND THE CITY PROJECT INSPECTOR SHALL BE NOTIFIED. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUB -STRUCTURES WITHIN THE AREA OF PROPOSED IMPROVEMENTS, AND IN THE EVENT OF DAMAGE, HE SHALL BEAR THE TOTAL COST OF REPAIR OR REPLACEMENT. 8. THE CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN IN THESE PLANS AND NOTES. 9. THE CONTRACTOR SHALL OBTAIN, COORDINATE, AND PAY FOR ALL PERMITS, FEES, AND AGENCY INSPECTIONS AS REQUIRED. 10. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF THE FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS rzj Bleyl & Associates LETTERHEAD AT THE TIME OF FINAL INSPECTION. 11. ALL DIMENSIONS ARE TAKEN FROM CURB FACE OR EDGE OF PAVING, UNLESS NOTED OTHERWISE ON PLANS. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE, AND ALL RADII, CURVES, AND SURFACES ARE TO HAVE EXTREMELY SMOOTH TRANSITIONS WITH ABSOLUTELY NO ABRUPT CHANGES OR BENDS. 12. ALL FORMS AND ALIGNMENT OF' PAVING SHALL BE REVIEWED BY GRINDLINE SKATEPARKS INC. OR THEIR LOCAL REPRESENTATIVES (BLEYL & ASSOCIATES) PRIOR TO POURING. NOTIFICATION WILL BE GIVEN WITH AT LEAST 48 HOURS NOTICE. 13. FOR SITE GRADING, SEE RELATIVE VERTICAL CONTROLS PROVIDED. 14. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SITE INSPECTIONS BY GRINDLINE SKATEPARKS INC. OR THEIR LOCAL REPRESENTATIVES (BLEYL & ASSOCIATES) DO NOT INCLUDE THE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 15. DESIGN MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, GRINDLINE SKATEPARKS INC. AND THE APPLICABLE GOVERNING CODE AUTHORITY. 16. PRIOR TO ANY CONCRETE PLACEMENT, A 1 SY SAMPLE SHALL BE CAST FOR EACH COMBINATION OF COLOR & FINISH OF CONCRETE FOR THE PROJECT & APPROVED BY GRINDLINE SKATEPARKS, INC. OR THEIR LOCAL REPRESENTATIVES (BLEYL & ASSOCIATES). KEEP THE APPROVED SAMPLES ON SITE FOR REFERENCE DURING CONSTRUCTION. LANDSCAPING NOTES TREE PROTECTION NOTES 1. CONTRACTOR SHALL NOT ALLOW ANY VEHICULAR TRAFFIC, PARKING OF VEHICLES, OR STOCKPILING OF EXCAVATED MATERIAL OR CONSTRUCTION MATERIALS INSIDE OF TREE PROTECTION FENCING OR THE DRIPLINE OF TREES INDICATED TO BE PRESERVED. 2. CONSTRUCTION EQUIPMENT MAY OPERATE WITHIN THE DRIP LINE OF A TREE WHEN NECESSARY FOR THE PERFORMANCE OF INDICATED WORK. SUCH OPERATIONS SHALL BE CONDUCTED WITH SPECIAL CARE TO AVOID DAMAGING THE TREE. 3. WATER TREES INDICATED TO BE PRESERVED AS REQUIRED TO MAINTAIN THEIR HEALTHY GROWTH DURING THE COURSE OF CONSTRUCTION OPERATIONS. 4. PROTECT TREE ROOT SYSTEMS FROM DAMAGE DONE BY STRIPPING AND REGRADING. ALL EXCAVATION AND GRADING WORK SHALL BE DONE BY HAND TOOLS WHILE WORKING WITHIN TREE DRIPLINES. 5. PROTECT TREE ROOT SYSTEMS FROM DAMAGE DUE TO NOXIOUS MATERIALS IN SOLUTION CAUSED BY RUN-OFF OR SPILLAGE DURING MIXING AND PLACEMENT OF CONSTRUCTION MATERIALS, OR DRAINAGE FROM STORED MATERIALS. 6. MAINTAIN TREE PROTECTION FENCING IN GOOD CONDITION AT ALL TIMES. TREE PROTECTION FENCING SHALL BE IN PLACE PRIOR TO BEGINNING ANY WORK AND SHALL NOT BE REMOVED UNTIL ALL CONSTRUCTION WORK IS COMPLETE. 7. SELECTED PRUNING SHALL BE PERFORMED AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL CLEAR ALL DEAD AND DELETERIOUS MATERIALS FROM THE SITE. 8. ALL LANDSCAPING MATERIAL DELIVERED TO THE SITE MUST BE INSPECTED AND APPROVED FOR INSTALLATION PRIOR TO PLANTING. PLANTING NOTES 1. LOCATE ALL UTILITIES ON THE SITE PRIOR TO COMMENCING ANY WORK. ANY DAMAGE DONE TO EXISTING OR NEW UTILITIES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 2. STAKE OUT ALL TREE LOCATIONS AND PLANTING BED EDGE CONFIGURATIONS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 3. COORDINATE WORK WITH THE WORK OF OTHER TRADES ON THE SITE. 4. ENTIRE SITE SHALL BE GRADED TO FINISH GRADE PRIOR TO SCHEDULING PLANTING INSTALLATION. 5. COORDINATE WITH APPLICABLE UTILITY COMPANIES AS REQUIRED DURING THE COURSE OF THE INSTALLATION. 6. APPLY FOR AND PROCURE REQUIRED PERMITS PRIOR TO COMMENCING WORK. 7. PLANTS SHALL BE SPECIMEN QUALITY, FULL POT AND HEAD, SYMMETRICAL FOLIAGE AND BRANCHING STRUCTURE. SHRUBS SHALL BE FULL TO GROUND. 8. PROVIDE SAMPLES OF EACH SHRUB AND GROUNDCOVER SPECIES FOR APPROVAL BY THE OWNER PRIOR TO DELIVERY TO THE SITE. PROVIDE PHOTOGRAPHS WITH SCALE FIGURES FOR TREES OR SAMPLE TREES FROM NURSERY FOR APPROVAL BY THE OWNER PRIOR TO DELIVERY TO THE SITE. 9. PLANT MATERIAL OF THE SAME SPECIES SHALL BE MATCHING IN CHARACTER AND SIZE, OBTAINED FROM THE SAME SOURCE. 10. REFER CLOSELY TO SPECIFICATIONS FOR PLANTING WORK REQUIREMENTS. 11. CALIPER OF MULTI -TRUNK TREES DENOTES MINIMUM CALIPER OF MAJOR TRUNKS. OTHER TRUNKS MUST BE 1 /2 SIZE OF MAJOR TRUNK OR LARGER. 12. THE LANDSCAPE CONTRACTOR SHALL FINE GRADE AND HYDROMULCH ALL AREAS DAMAGED BY CONSTRUCTION WITH COMMON BERMUDA. 13. FINE GRADE ENTIRE SITE PRIOR TO SEEDING OR SODDING. GRASS AREAS SHALL HAVE A CONVEX CROSS-SECTION UNLESS SPECIFICALLY NOTED ON ENGINEERING DRAWINGS AS A SWALE. 14. WHERE AREAS ARE MARKED AS HYDROMULCH, IT SHALL MEAN BERMUDA GRASS HYDROMULCH UNLESS OTHERWISE NOTED. WHERE NOTED AS SOLID SOD, IT SHALL BE BERMUDA GRASS SOLID SOD. SOLID SOD SHALL BE 2' STRIP AT ALL CURBS, BUILDING EDGES, AND FENCES, TYPICAL WHERE NOTED, IF NOT SPECIFICALLY NOTED AS SOD STRIP, SOLID SOD DESIGNATION SHALL APPLY TO ENTIRE AREA. SOD OR HYDROMULCH AS NOTED TO EDGE OF TREE BALL OR CUT BED EDGE, TYPICAL. SHEET INDEX Sheet Number Sheet Title 01 COVER SHEET 02 SHEET INDEX AND GENERAL NOTES 03 SITE PLAN 04 GRADING PLAN 05 UTILITY PLAN - WATER 06 UTILITY PLAN - LIGHTING & ELECTRICAL 07 STORM SEWER PLAN & PROFILE 08 LANDSCAPE PLAN 09 IRRIGATION PLAN 10 EROSION CONTROL PLAN 11 SP1.1 MATERIALS KEY 12 SP1.2 MATERIALS KEY 13 SP1.3 MATERIALS KEY 14 SP1.4 VERTICAL CONTROLS 15 SP1.5 VERTICAL CONTROLS 16 SP1.6 VERTICAL CONTROLS 17 SP1.7 HORIZONTAL CONTROLS POINT OF BEGINNING 18 SP1.8 HORIZONTAL CONTROLS 19 SP1.9 HORIZONTAL CONTROLS 20 SP1.10 HORIZONTAL CONTROLS 21 SP1.11 HORIZONTAL CONTROLS TABLES 22 SP1.12 CONCRETE JOINTS 23 SP1.13 CONCRETE JOINTS 24 SP1.14 CONCRETE JOINTS 25 SP1.15 SECTIONS KEY 26 SP1.16 SECTIONS KEY 27 SP1.17 SECTIONS KEY 28 SP2.1 SECTIONS 29 SP2.2 SECTIONS 30 SP2.3 SECTIONS 31 SP2.4 SECTIONS 32 SP3.1 DETAILS 33 SP3.2 DETAILS 34 CONSTRUCTION DETAILS & PLANT SCHEDULE 35 IRRIGATION DETAILS 36 GENERAL DETAILS 37 STORM SEWER DETAILS 38 B/CS STANDARD SIDEWALK DETAILS 39 B/CS STANDARD DRAINAGE DETAILS 40 B/CS STANDARD WATER DETAILS 41 B/CS STANDARD SWPP DETAILS 0 z a Y Q 0 o '- W � U Z ZLd � m z U 0 Q < 0 U c a a n. a F wr wwr- m k' o LA_ o � v► a W W IL I- E3 w x w 0 U. ^, n co a. '') �-i Z Q M Op (,D- , oW�M o w ,0 �r__q 0It� 12� w t� w z ^M Z 0 0 Z " v w pa a V) Lfo Z T� 0 -r,4 w 0 0 N w 4c:da •� NOpwx o CML (tko K r� w oNN,* O MQm 41 U ao�(0CCO X W •� mZNN W �-� 0 N Q rn rn F- s"' n M O� � Q a05 �21 O W O ca �o w a g Z 41.4 aw o E-i " o0 ww Hf4 U � rO� V O �?-2z-zoco 7076 NAME: 7076-INDEX.DWG T: 0 2 OF. 41 z W W 0 z 0 J z r Q 0 0 0 rn n z J a. n 0 i n 0 n t a Y Cn 0 0 0 n 0 n tV 0 ____l �'_ 0 10" ELM PROPOSED SKATE PATH Bleyl &Associates THORNTON, RICKIE --V- - ____ ____ __ SOUTHW000 TERRACE / 12" LO 12" LO PH 3 BLOCK 3, LOT 19 / / BIENSKI, JASON & SINGLE FAMILY / TASHA N RESIDENTIAL SOUTHWOOD TERRACE Q 8-y \ PH 3, BLOCK 3, LOT 17 £ SINGLE FAMILY RESIDENTIAL EXIST FIRE HYDRANT / � � O a \ ``.. v / w \ EXIST 4" PVC w fL-= 304.46 14" PO 14" PO / 14" PO \ KING �-- 14" PO w -14` 14" PO " EXIST 15" RCP STORM SWR LYONS, JOHNNIE \ SOUTHWOOD TERRACE PH 3, BLOCK 2, LOT 16 / SINGLE FAMILY / CHERONS, VIVIAN 30 EXIST 12" WATER RESIDENTIAL SOUTHWOOD TERRACE 3030 ----- 30 / Oo _� PH 2, BLOCK 2, LOT EXIST 24" WATER ,q�p, 3° 30 --- 30 � 15 RO '° - ---,0 ___ DUPLEX RESIDENTIAL 1 : - VERIZON PIN FLAG • ATMOS '�"' ; _w PROP CONNECTION TO HEADWALL EXIST 36" RCP S / TENNIS PIN FLAG / / �"` �� ELEV: 293.60 w � EE DETAIL SHEET 35 COURT COURT 10" PIN OAK ,EXIST 15" E=301.45 / " `t 36" REINFORCED / 6 PVC --�` CONCRETE PIPE PERFORATED UNDERDRAIN TO TIE INTO 10" PIN OAK BOWL DRAIN AT �- . ` �\ _ w PROP 18" E OUT=294.83 BOTTOM OF SELECT FILL) PROP 5' WROUGHT IRON FENCE w w • TWIN 10" 12" OAK —� " 12" LO BASKETBALL 12 OAK w / GOAL 14" OAK 15" OAK BASKETBALL i 14" OAK GOAL PROP EXPOSED _�--- ) /. A, AGGREGATE SIDEWALK 15" OAK EXIST 8" SAN SEWER 4a -PROP AMBULATORY RAMP BASKETBALL GOAL TENNIS �� 14" OAK COURT 8"� BASKETBALL GOAL 10" OAK TENNIS GRAVEL COURT PLAYGROUND PROP 1 1- WATE \ EXIST 4' PVC 12" LO PROP EXPOSED AGGREGATE 12" OAK FL= 309.90 SIDEWALK & CONCRETE PAD -,14" LO (ALTERNATE BID #4) TRANSFORMER • \ � -� � V PROP SWALE _ — _. 8" 1-8" PVC ® 0.8% - _ �= EXIST 12" SAN SWR � FL=310.70 6jil C==l ss SS SS __ SS SS s — — SS --- 8" IL= 311 S 41.51'07" W REMAINS OF PROP SWALE 24' -UMTS of 1532.16' FENCE MUMMAL BACKFlLL TOP OF SWALE=309.40 SWALE E=308.50 -7 S� �N a �0.90, — 4.5' 4.5' SECTION A -A NOT TO SCALE Bleyl & Associates TOP OF TENNIS COURT =309.41 * SWALE TO BE FINISHED WITH HYDROMULCH PROP 2" WATER PROP FLOW BOWL PECAN �� ELECTRIC PRO 6" 10" PECAN BOX • / STM WR w \ PROP 18" ` f STM SWR 15" PECAN / I �.- PROP 4" CLEANOUT ..` ` \ 3 ILIN OF PIPE=309.22 / E 6 SCHEDULE • d% PROP POOL BOWL PVC SLEEVE SEE SH 36 A 0 8"PVC ® 1.8% " 6 PVC PERFORATED �iY UNDERDRAIN (FL -TO TIE w OUT OF PIPE=308.77 INTO BOWL DRAIN AT N /21cNR BOTTOM OF SELECT FILL) �r BACK MIN 1% SLOPE ;v ^ C.S HOSPITAL / • � w N BELMONT PLACE PH 2, R EXIST 8" N N BLOCK 3, LOT 2R SAN SWR "� DUPLEX RESIDENTIAL / GENERAL COMMERCIAL 12" IN FL '=306.45 24• �i / PHASE EXIST 12" SAN SWR / RAL LINE LL A / 2-12" PVC ® 1 % 6" SCHEDULE / 12" F, OUT = 305.49 I 40 PVC SLEEVE (SEE SH 36) REMAINS \\ .Nl PROVIDE 6" " S � �� / RIP RAP EXIST 12 SAN SWR -�T�•-~t� i FENCE j SS ss RIP PAD) tNCfl41ION RO ss S: ss 62VNfl = .CMrK; s= A PLAN 0 15 30 60 120 �— 10' - 6' �P, rl 312.50 -_— I I=III=1 =1 =i 1=III=III=III=1 I, I—Ed11=1 11=1 I I=1 I If � III-111 III li SECTION B-B NOT TO SCALE Klrxfls7 PLAN LEGEND w EXIST WATER LINE EXIST STORM SWR LINE PROP STORM SWR LINE • PROP WATER LINE EXIST SANITARY SWR LINE -- PROP IRRIGATION FIRE HYDRANT BENCHES PROP MAJOR CONTOURS -- — PROP MINOR CONTOURS — — — — EXIST CONTOURS PHASE LINE DRAINAGE STRUCTURE PROP WROUGHT IRON FENCE EXIST OVERHEAD ELEC LINE EXIST POWER POLE EXIST LIGHT POLE I 55' PUE 959/795 N LE FAMILY RESIDENTIAL I REVIEWED I- COMPLIAN NOTE: 1. NO PORTION OF THE SITE IS LOCATED WITHIN THE FLOOD AUG 0 L ZO (? PLAIN PER FEMA FIRM MAP 48041CO182C (JULY 2, 1992). COLLEGE �r�1 'ION 2. ALL EXCAVATION AROUND THE PROPOSED BOWLS SHALL BE A MINIMUM OF 5' BENEATH AND AROUND THE BOWL ENGI ERING STRUCTURES. SELECT FILL MUST BE USED PER THE GEOTECHNICAL REPORT WITHIN THE CONTRACT DOCUMENTS. 3. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE (EWE FOR— �-STANDARDS OF SECTION 710 OF THE UNIFIED DEVELOPMENT REV ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT �������� BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERY LINE. JUL 3�2010 4. PEAK WATER DEMAND= 82 GPM CULL�C� I MIN WATER DEMAND= 0 '-GPM DEVELOPMENT SERVICES I AVG WATER DEMAND= 30 GPM PLAT FILED;_C• TEXAS HOTEL MANAGEMENT CORP A005401 R STEVENSON. (ICL), TRACT 41, ACRES 17.059 Cl G 0 z a a Y O w W Q N Wmi Lu 0 O U v o o a a a. Q no � On �I 1- 0 w ` << W 0 CN '- lC) d M N �- w d C� +j F-owx W n M -�-� Z v) a 00 u�o XnT LL C) 8) w0*� w Zw �M Z i °..' w J Q z o LLJ .� to O N CC V w a •r-1 UDOx o � a:aoaw 0 0aNM m O N Q to,). Mw IL-4 C-41 0� e--1 a a) :::4O 01 u x �o a d a w 00 W w O U 00 V1 O U � ' O u 9 DAVID L. BESLY 81873 44w- �ssloNAI F'�G 7076 NAME. 7076-SITE.DWG T: 03 OF: 41 Ka m h Wh..- i! GUTTER 314.32 GUTTER 314.55 - 314.57 Plovrl Rp Acc�e%r►ic%ioco - a.iaa.�a w ca�.w�.ia�.�►� \ \ \ \ \ \ \ \ d! �7\ r4r (!;� A" rlI ___I "%%. 4%% 0 / 313.00 \ 314.80 312.70 \ 313.00 w I I ` 31264 \ o / 313 90 o _ J � 313.83 Z 3� Y 313.00 GIC \ 313.7 - SS SS SS SS �_ ss 0 0 3125 J/ 0 Y Q a Q Y Cn U O U n 0 n- IV Bleyl & Associates b TC 3M.64 NG 309.32 . 309.13 309.94 309.94 \, 309�.86` �+ 308.87 311. 309.72 310.64 312.64 313.00 311.00 s SS 312.75 f -- \ Q `' / / rO, _ \ V - /001, loll 30�30-30 30 R \ �q �_ w _ R� -3_ _ GD r .212.39 310.84 u 310.92 % \ / Z �310.51 ���� �\ \ 311.50 fig; FL 15' RCP 309.58/ 310.37 \ ` �ELEM 299.04'3039 a \ .- 304-- 3o9a309.625 \ 68 TC 309.42 snot \ 309.95 - - _ 310.21 309.42 dd� *a \ 309.90 31147 09.66 ` 310.50 310.50 01 331.50 10.41 310.50 I ' I , 310.41 1X310.50 ' a 00 307.24 0-0-f / .r 10 1 308.25 �` \ / 309.42 �a / 310.47' 307.00 / 1 I I� - 307.77 �\ 5 307.3 / . ......... 1 � I �I� 1 '� \� ►" I I 406.50 309.00 308.07 A / N Ss SS SS SS �- 3M.00 ss SS SS S5 309.38 I / J PLAN 0 15 30 60 120 306.88 PLAN LEGEND EXIST WATER LINE EXIST STORM SWR LINE • PROP STORM SWR LINE • PROP WATER LINE EXIST SANITARY SWR LINE -- PROP IRRIGATION FIRE HYDRANT BENCHES PROP MAJOR CONTOURS PROP MINOR CONTOURS - - - EXIST CONTOURS PHASE LINE DRAINAGE STRUCTURE • PROP WROUGHT IRON FENCE DE EXIST OVERHEAD ELEC LINE EXIST POWER POLE EXIST LIGHT POLE I I I / I / NOTE 1. ALL EXCAVATION AROUND THE PROPOSED BOWLS / SHALL BE A MINIMUM OF 5' BENEATH AND AROUND THE BOWL STRUCTURES. SELECT FILL MUST BE USED PER THE GEOTECHNICAL REPORT WITHIN THE CONTRACT DOCUMENTS. / I REVIEWED FCDR COM41 LIANCE uc o 2 2010 C LOGE 5'iAT10lV ENGINEERING O Z N Y Q O p w O U W Q m < W 0 0 Q o U v�i c o a a 0_ Q m o F W N j cr- p OVfN d M N w CL SOU V/ M Zn1)00 00 QMM o F to , W 6 L- p�� W 0 0 Z a' v W V L pa J Q Z O W N 0 � N � W a 00 0 arF,a� m<,00 m 0 o�2o Q W �( mZNN w f--� O N } F- a ^ mi M O W Q ■® ITV 0 0 z o � a d0 z U Q W O p Vol 0 a U U v� U o 0 0 F ti 9Ap ------------ DAVID L. BESLY 81873 /CENS"I �SS�ONAL '7-22-2_vLO PROJECT NUMBER 7076 E NAME: 7076-GRADING.DWG EET: 0 4 OF: 41 z w w 0 0 J z r Ix Q a v a V V C C r C r Bleyl & Associates \ N6 07 Bleyl & Associates R \ 3- W \ 'PROP r WATER METER PROP 5/8' WATER METER GD PROP IRRIGATION MAIN S 1.5" PVC SEE IRRIGATION PLAN SHEET T I / go h /OD \ \ HOSE BIB / •y0 / 1-10 I ____---ems ' SS SS - - — ��-- L 441 Q v PROPOSED WATER SERVICE CONNECTION 12"x2" TAPPING SADDLE 30 R �_ _ 30 3D -3_ 0 15 30 60 120 NOTE: 1. ALL WATER LINES SHALL BE CONSTRUCTED WITH CLASS 200 SCH. 40 PVC. A AUG 0 2 2010 COLLEGE STATION ENGINEERING 0 z a a 4 Y a O O '' W O N3 W m � U 0 U U to c < o 0 a a a Q m m[;: C,>� 04 hF)wX n M z<a00 00 CO (0 •� 0*- r } O w z 0 U v 0) Z " w pa J T� Q V 1 �lI 0 W 0 N w w 0. C�3•� W00Xtko O 04 Cna� aN00 OM U 0000 a W �� mZNN W ;4 N >- p) F, p., n mw MCA x pa 1.4 r4 O 01 z z O !L1 E-0 � Q,, w 10 U F--4 lm' v N E O U Q V 0 h�P F T F+ 9� i DAVID L. BESLY � 81873 �SS�ONAL E'� 7076 IFILE NAME: 7076-UTIL-WTR-PLAN.Di 05 OF: 41 z W w 0 z 0 z } a m a M 0 x c� J J F D Co n 0 h� Q Y 0 0 0 f4 tz CAUTION Bleyl & Associates FT j MIN. 1 FT. FILL DIRT SECONDARY STANDO[F GROUND PVC FEMALE ADAPTOR RISER POLE AND TRENCH DETAIL CIRCUIT #4 1" PVC CONDUIT W11H 3-#8 CU CONDUCTORS 2-HOTS p 1-GROUND EXISTING TRANSFORMER 4 -1 "X36" ON 1 DIAMETER CIRCI GROUNI PSLE R Q CONSTRUCTION NOTES 1. THESE DRAWINGS REPRESENT QUANTITY AND TYPE OF MATERIAL TO BE USED. EXACT LOCATION OF EXISTING AND NEW FACILITIES SHOULD BE VERIFIED PRIOR TO BEGINNING WORK. THE FACILITY LOCATIONS ARE NOT TO SCALE ON THESE DRAWINGS. 2. BEFORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE ELECTRICAL DIVISION RESPRESENTATIVE FOR EXACT CONDUIT ROUTING AND INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRIOR APPROVAL MAY HAVE TO BE REMOVED AND REINSTALLED AT THE CONTRACTOR'S EXPENSE. 3. ALL CONDUIT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIVISION REPRESENTATIVE BEFORE IT IS COVERED, NO EXCEPTIONS. 4. ALL UNDERGROUND CONDUIT TO BE GRAY SCHEDULE 40 PVC. SUBSTITUTIONS WILL BE CONSIDERED WITH PRIOR NOTIFICATION. 5. ALL CONDUIT WILL BE INSTALLED BY CONTRACTOR TO CITY SPECIFICATIONS. 6. CONTRACTOR TO FURNISH RIGID OR IMC CONDUIT (30' PER RISER POLE) CONTACT CITY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE. IMPROPERLY PLACED STUB UPS WILL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. CSU WILL INSTALL ALL RISER CONDUIT. 7. CAPS SHALL BE PLACED AT BOTH ENDS OF CONDUIT. DUCT TAPE NOT ACCEPTABLE. 8. SECONDARY CONDUIT WILL BE INSTALLED AT A MINIMUM 30" BELOW FINISHED GRADE. 9. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. / o 0 BASKETBALL i GOAL BASKETBALL GOAL 0 0 BASKETBALL -GOAL / GL GOAL CIRCUIT #4 CIRCUIT #4 6 -#4 BARS HIGH MAST LIGHT FOUNDATION DETAIL SCALE = NONE Bleyl & Associates 1" PVC CONDUIT WTIH 3-#8 CU CONDUCTORS 2-HOTS 1-GROUND LEVEL FINISH --� 8' j- CONDUIT 0 0 0 0 TENNIS COURT GRAVEL PLAYGROUND ti..r.J CIRCUIT #4 o CIRCUIT #4 2" CLEAR t'� COVER (TYP) 30" .� SECTION A -A SCALE = NONE �S CIRCUIT #4 #3 AT 6" PITCH, 2 FLAT TURNS TOP AND BOTTOM 6-#4 REBAR } o \ - EXIST ELECTRIC BOX CIRCUIT #1 / CIRCUIT #3 IRRIGATION 1" PVC CONDUIT WITH 3-#8 CU CONDUCTORS 2-HOTS 1-GROUND TENNIS COURT 1" PVC CONDUIT WITH 6-#8 CU CONDUCTORS 4-HOTS 1-NEUTRAL 1-GROUND .s 1" PVC CONDUIT WTIH - 3-#8 CU CONDUCTORS 2-HOTS 1-GROUND PLAN ----- 3030 R __ 3 / qo 1" PVC CONDUIT WITH 3-#8 CU CONDUCTORS 2-HOTS Qs 1-GROUND 6-1 CIRCUIT #1 x �,(( 7 1" PVC CONDUIT WITH 3-#8 CU CONDUCTORS 2-HOTS --1-GROUND C' PROPOSED IN -GROUND JUNCTION EQUAL TO BROOKS BOX 36 WITH CAST COVER MARKED "ELECTRIC" CIRCUITS #2&3 QS PROP ELECTRICAL BOX W/ 2-120V DUPLEX OUTLETS & WATER PROOF COVERS EACH DUPLEX ON SEPARATE CIRCUIT PROP METER PEDESTAL f (BY CONTRACTOR) 1 CIRCUIT #1 •s CIRCUIT #1 PROPOSED IN -GROUND JUNCTION EQUAL TO BROOKS BOX 36 WITH CAST COVER MARKED "ELECTRIC" 0 15 30 60 120 NOTES: CONTOURS REPRESENT FOOT - CANDLES OF ILLUMINATION 5/8"X8' COPPER -CLAD LIGHT FOUNDATION NOTES: �— STEEL GROUND ROD 1. ERECT POLES PLUMB AND TRUE. FORM AND LEVEL THE TOP 6" OF THE FOUNDATION SO THE POLE WILL BE 2" MINIMUM (TYP) PLUMB. USE LEVELING NUTS TO PLUMB POLES. DO NOT GROUT BETWEEN BASEPLATE AND THE FOUNDATION. 2. BOND ANCHOR BOLT TO REBAR CAGE WITH #6 BARE STRANDED COPPER CONDUCTOR. USE LISTED MECHANICAL CONNECTORS RATED FOR EMBEDMENT IN CONCRETE. I f goo I W I x N CBS- 07 '-N / ABCcli I No O N co 0Q 1 m PROP TRANSFORMER & PAD. (PROVIDED BY CSU & PAD 1 INSTALLED BY CONTRACTOR) � I / PROP 2" PVC POWER POLE CONDUIT #28660-10 1-1/4 PVC CONDUIT W/8-#8 CU CONDUCTORS 6-HOTS 1-NEUTRAL 1-GROUND LEGEND AREA LIGHT HOLOPHANE "GRANVILLE LED" LUMINARE - GVE-116-AS-B-4-B-S-B 16' LONESTAR PRESTRESS, ROCHESTER SERIES POLE HIGH MAST LIGHT 4-HOLOPHANE "MIRROSTAR" LUMINAIRES - MS2A-25OPM-MT-H3-LS-K ON A 30' HOLOPHANE POLE - SSS3066G-D4-J4-BK-3 0 POLE MOUNT TRANSFORMER o000 kva ph O POLE 00000-M n METER —oE— EXISTING OH PRIMARY (ENERGIZED) I / I CONTRACTOR TO FURNISH 30' OF RIGID OR IMC CONDUIT AND I A WEATHER HEAD. INSTALLATION TO BE COMPLETED BY CSU. I `z` / O � �Q1 P� QUO OQ � O<- R IEWE OR C+OMPLI NCE BUG 1 2010 COLLEGE i fI N ENGINEERING CONTACT SAM WEIDO (CSU) 764-6314 TO COORDINATE INSTALLATION. 0 z a a Y a 0 U w W w U N m z H < 0 O 0 U o c a a a Q o g F 9� m w ~� W U<� a f M N •- > � W a a�c� •+� 1--;; w x n LL- op W co e oXw o w 0 � 10 w0*0 w w O0 Z�M Z 0) %-.1 Z w J VL V a z 0 • w N o 0r •bb w a O (n,OX r�I w O(nNd O 0 a'- M ao V/ r--4 •� mZNN W t-- M p $4 04 a rn rn 04} O� CQ Q0 Z u �� oz I w �a F 0 1E­4-� woN o � U U Z 1F-i O � U 0 L) f*K� * DAVID L. BESLY NN�NMNN���N o 81873.� F /CENst0 sS/ONAL 7-22-20 6PROJECT NUMULK a 7076 E NAME: 7076-UTIL-LIGHTING IEET: 06 OF. 41 .DWG W W 0 0 J z Q s N CF, n 0 0 a a 43 z Q J a V) Q Y W V) U O U �o 0 r-- IV Bleyl & Associates EXIST STM SWR MH (D,1 / PROP 10 IN STORM DRAIN 1 � � � � � � � \ � STA:1+44.98, 0.00' � EXIST 15" RCP � _ RIM: 301.50 STM SWR LINE �` PROP STORM SEWER CLEANOUT ' �I " p STA: 0+68.56, 0.00' FL 4" IN (SW): 297.17 \ \ \� o \ \ a RIM: 309.48 �I rL 6" IN (SW): 297.21 \ �` w 1 \ "\ F Rp EXIST CONC. HEADWALL FL 4" IN (SW)• 307.10 4 inch PVC Pipe PROP'4 inch PVC Pipe SDR 21 FL 6" IN (S): 296.10 (PERFORA Q) \ " ) \ \ \ • 4" OUT (NE): 307.10 '\ STM SWR LINE rL 6 OUT (NE): 296.00 306 \ \ \ EXIST 8 SAN SWR `\ w� w / \ ` RIM: 296.87 1, 0.00' t \ \ \ (TO REMAIN) \ " � \ � \ \�\ �. 18 IN (SE):294.83 18 inch 1 \ \ PROP JUNCTION BOX 1 \� . \ w \ \' ` PROP 6 inch PVC Pie SDR 21 \ 1 \ X x N, / / STM SWR LINE p STA:2+31.69, 0.00 \ �� & \ / \ 1+00 - - - _ / , , RIM:�310.00 , \ 0+00 \ I � - • +-- . - - \ \\ FL 6 IN (SW): 295.50 I -.- 57LF PROP 6 IN PVC PIPE - _ - I ' FL 6" IN (S): 296.68 STM SWR LINE ® 2% ' • i \ I \ ITL 18" OUT (NE): 295.40 PROP 10 IN STORM DRAIN 2 ' � OO STA:1+07.04, 34.07' R 1 PROP 18 inch HDPE Pipe RIM: 304.50 1 ! 66LF PROP PVC PERFORATED PIPE • `�\ \ ` ` PROP 18 inch HDPE Pipe ) I I / 1 STM SWR LINE EXIST 4 inch PVC Pipe 6" OUT (N)• 299.00 ' STM SWR LINE `® 1 % y • \ �\ STM SWR LINE I I I I • ! , STM SWR LINE �0�� 22LF PROP PVC PIPE / 11 STM SWR LINE CAD 1% I PROP 10 IN STORM DRAIN 4 STA: 2+23.42, 20.72' R j ! 1 I / PROP JUNCTION BOX 23a2 34LF PROP 6 IN PVC PIPE RIM: 302.50 \ � j ! � I 1 STA: 3+43.72, 0.00' STM SWR LINE ®1 % 3� FL 6" IN (S):298.50 00 / 1 /'I I ! , RIM:301.51 303 / / `• // PROP 10 IN STORM DRAIN 3 �I `L. 6" IN (SE):297.00 (PERFORATED}' � ' � . / ti %� I I I FL 18" IN (SW):2c304)6 18 inch HDPE P' 6 OUT N :296.90 o .l l I I / `L. 18 OUT (NW):294.96 STA:1 +96.88, 42.39 R / � () 1� . � r 1 \ \ RIM:303.50 I 34LF PROP 6 IN PVC PERFORATED PIPE rL 6" OUT (N): 298.84 STM SWR LINE ® 1 % ! i it 1 I 11 1° I PLAN 0 10 20 40 80 312 310 308 306 304 K OIJ 300 Pk*-T:3 i•.�•Z� 294 292 r D O Z 0 W V 00 O x t� LO O 0 cp N tj O O (n M -� •d W fn v O to d' d: m 0 In � - Z w uA 00 v =N O � � 0 ZO NN W F= 0) \ � CO I ,mow Z Z ° C) Z) O _ o a dr- :D ? O --- + a NM: _ A � (° c° aro - - - a w ixw L� _� _._ o r �- re) in in 0o ►Q-• a to a � �' L=j x - \ PROP GRADE w N Fx L=j Ltd \ z Q EXIST 4 inch PVC Pipe o N o NATURAL GROUND N rn STM SWR LINE ® 1.00% oo ri ri '- O x O rn _ J ui O N N O �-. \ m 0 M N Q ui O i� J S X N W co 33 n Z \ 0 ;1Z Qorn N W I N --' M 0V) _ __ ALQ'Oo�� +MZZino- UC4 Zn �, r OOst O O a OQ..V cC 0 y F-Lrd - - _ _ _ I )` \ a _ T__ vCq ow ' � "� 0 0 o rn z c� Cq �w � v� .. EXIST 173 LF 15 inch v a (n Fx Ltj � L j - - _ _ - _ - STM RCP SWR LINE ® 1.38 - \ a •- M x cn a L� Ld Ln aul Z 0 0 + z Dwc _ ____ -----____ W V)L=j N �$o EXIST 8" SAN SWR (O REMAIN)IF. 299.84 II - _ t2. II PROP 108 LF PROP 84 LF 6 inch PVC Pipe SDR STM SWR LINE 21 18 inch HDPE Pipe SDR21 STM SWR LINE ® 0.307. PROP 64 LF 18 inch HDPE Pipe SDR21 STM SWR LINE CAD 0.20% f ® 0.58% I EXIST 24" WATER (TO REMAIN) 2 9• E. 290.09 0+00 Bleyl & Associates 1 +00 2+00 PROFILE VERTICAL SCALE = 1OX HORIZONTAL SCALE 3+00 SELECT A MATERIAL 312 Cr MIN. � � � Cr MIN. (TYP.) (TYP.) 11 SACK CEMENT/TON • STABILIZED SAND SPRING LINE 1 ` 1 310 OF PIPEHAUNCHING BEDDING MIN. 211. T All, 6 INCHES FOUNDATION 306 (MAY NOT BE REQUIRED). USE CLASS I (CRUSHED STONE OR GRAVEL) MAT'L FOR WET SOIL AND UNSTABLE FOUNDATION 304 TYP. BEDDING AND TRENCH BACKFILL FOR HDPE PIPE 302 300 296 294 292 4+00 4+20 QA SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO .47. OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO .4% OF OPTIMUM UNDER PAVEMENT AREAS. RE!/IE� D FOR COIiI�, U AN C E AUG 0 C 2010 `-r- COLLEGE STATION ENGINEER NG O z Y Y N V w < m U O v Q Ix U rn o 0 a a a Q m F � � W � WW ZZ WN W U<ix C � t! a. t M N W � �O a am 0 W O �4 x 0co 0 Q4 F-4 �z V a w 0 0 y W Qp N ;I a W U O� u DAVID L. BESLY � 81873 �SS��NAL E'�G �'-2 2-Zvtd 7076 'ILE NAME: 7076-UTIL-STORMI.D SHEET: 07 OF-. 41 d Z F J r U) 2 a OD 0 0 i 0 w w N 0 0 Q U N 0 U 1 O O o, O_ ]C w 4 (L a U) Bleyl & Associates LANDSCAPING POINT CALCULATIONS SYMBOL SIZE NAME & TYPE QTY POINT POINTS VALUE • 8" AND LARGER PIN OAK TREE CANOPY + EXISTING W/ TREE 2 400 800 BARRICADE + 8" AND LARGER EXISTING W/ PECAN TREE CANOPY 400 1,200 BARRICADE TREE 8" AND LARGER RED- OAK TREE + EXISTING W/ CANOPY TREE 1 400 400 BARRICADE 8" AND LARGER LIVE OAK TREE + EXISTING W/ CANOPY TREE 2 400 800 BARRICADE 2.1" TO 3.4" • CALIPER CHINESE PISTACHE—PC 4 150 600 (65 GALLON) CANOPY TREE �- ELEVATION 1 w i f 1 DRIP LINE 7—QV f EXISTING TREE, TYP. w W�__�mfwj ARS�_'Wr1w AREA TO RECEIVE SOLID SOD Lv�'% I ..... VI&I l ` � o'er__ � �' �:�� ��0,+�1,'��- ��� � , • • • - - i - • � - - . PAR i _ U wigs OWN=_ memo - - ' • - SAFE T—POST CAP 4'-0" HIGH PLASTIC WIRE FENCE WIRE TIES, 3 PER POST AS SHOWN . 6'-0" T—POSTS 0 8'-0" O.C. 16 GA. SMOOTH WIRE STRETCH ACROSS TOP OF FENCE & SECURE FINISH GRADE ------ 30 NOTE: TREE PROTECTION FENCING TO BE PLACED AROUND TREE AT THE DRIPLINE, TYPICAL, AS PER NOTES. NTS i -F- 4'-0" HIGH PLASTIC MESH FENCE RE: B/ THIS SHEET STAND OF TREES TREE PROTECTION FENCE PLAN J PLAN IQ �c 30 30----- „ — 30 _ 30 30 �` 0cK pRAIR j R0,4d w NTS 1111� U) Q) ' f_j .0 CJ 0 rU) V J alk 0 Z Q Q Q Q o N Ld < U o o a a o � xx N w F- Ila V �z� C 4 N a LAI a hocc� . .- -�� �-E;wx WMVt4f C onI` a rz N z U)" ao E '� M p ~ CT) 1 to Ld'�- D z.-%V) z 0) Z w 0 .W N O o N t C W 0 F-N2Xcc ` v� � ooa� 0 0 Lv o n ,n an x +� n4�M o in U < x N 0 O IW- WOOD , mz Q a v-mw X 0) •(A,• • r� TVA E n ,.,__, w Q a o E4 v ON 0 z a U� Q W T� VL 0� U 2.q • e7 s RE: B/34 A S S 0 G A T E S TYP OF 4 THIS SHEET %0% 1--PC r•••� - LANDSCAPE ARCHITECTURE FILE NAME: 1-1.01.DWG DRINKING FOUNTAIN 1—UC 0 30 60 90 77m sH T:R RE: CI VI L XWE pf; B l 1& A t pmul -- i � ey soda es [awl JUL 10 2010 GULL � Z:) 4 loll DEVELOPMENT RVICES AT FILED:C• I eE z F Ix Q) 0 < N r w to V! i Bleyl & Associates - LEGEND 1 VALVE SEQUENCE 50 GPM GALLONS PER MINUTE 2� VALVE SIZE RAIN BIRD PEB SERIES VALVE RAIN BIRD 33DRC QUICK COUPLER OC RAINMAS7ER EVOLUTION DX2 12 ZONE PEDESTAL CONTROLLER ® RAINMASTER EVOLUTION DX2 FLOW SENSOR ® FEBCO #850 2" DOUBLE CHECK ASSEMBLY ISOLATION VALVE (LINE SIZE) WATER METER 2" (REQUIRED) RAIN BIRD 1404 BUBBLER RAIN BIRD DRIPUNE XFD-06-18-500 ■ ■ ■ ■ ■ ■ 6" SCH. 40 PVC SLEEVE Bleyl & Associates Rock p R�qD J HIM ON MITIr011=01FUR NOTE: IT IS THE INTENT OF THESE IRRIGATION PLANS TO PROVIDE LOCATION OF VALVES, HEADS, VALVE BOXES AND QUICK COUPLERS AS ACCURATELY AS POSSIBLE. AT TIMES EQUIPMENT WILL BE SHOWN IN PAVED AREAS. MAINLINE AND LATERAL PIPING WILL AT TIMES BE SHOWN TRAVELING THROUGH NEW AND EXISTING TREES. THIS IS DONE FOR CLARITY ONLY AND SHOULD BE VIEWED AS DIAGRAMMATIC. HAND TRENCHING IS TO BE USED BY THE IRRIGATION CONTRACTOR IN AREAS WHERE THE ROOT SYSTEM- OF EXIS71NG TREES MAY BE DAMAGED BY A TRENCHING MACHINE. Ci v 60 oQ- V 0 30 60 90 / Am6w*r Ch"*I vayb, /IBC. A*Aftaub.s U=NnmiIftftr#W _ ummeeftew Tmokkuam amm animm m cap"man CLARK CONDON ASSOCIATES LANDSCAPE ARCHITECTURE 1 i z w � O � i U I € a a. j Q m i o I 3 ; o Z N !a iO4 o N N ,� z < a m U U w o. z wx -+-� uou- N =) 00 n1 z�MCO M c0 W Q �0(xy�^� uL V, � • — Z'to z U U z Ow Q p) o C V) 0 Q o N ir C w 0- C�3 C �aw, o LLJ Cw, rQ 1 J T Q < v- M GD O in Q OWODO Q 0 m Z � a. N}0)� W .^- co mirI WAMM%MW; PROJECT NUMBER 7076 ,FILE NAME: L2.01.DWG W4076A T1�6 SHEET: VIL 0 9 OF: 41 6" MIN. DEPTH STONE (ASTM D448, 3" TO 5" DIAMETER) OVER GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. z w w 0 z O z } Q z Q J a J O w z O 0 z O �o O r Ct a LL CL Y V V L r c r EXISTING STREET Bleyl & Associates Bleyl & Associates * MIN 12' SHALL BE FULL WIDTH OF SITE ENTRANCE METAL T-POST - AS REQ'D. TO MAINTAIN. SPACED 6' APART SILT FENCE AND/OR HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW. 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 BACKFILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. 0 15 30 60 120 R L I / / / 30 --- 30 --_ 30 30 30 RO 30 - 30 ---- -30 --- 30 _ Ro 302 qO SCF\ -.� PROP 18 LF SILT �> CONTROL FENCING f k PROP 1055 LF SILT CONTROL 3 \ FENCING � SCF � SILT CONTROL FENCING HYDROMULCH DISTURBED AREA * CONSTRUCTION EXIT PROP MAJOR CONTOURS PROP MINOR CONTOURS EXIST CONTOURS PROVIDE A 2' STRIP OF SOLID SOD AT AL CURBS, EDGES OF CONCRETE, FENCES, MANHOLES, HEADWALLS, AND OTHER STRUCTURES. EST 0 650 SY OF BERMUDA SOD & 1.05 ACRES OF OF HYDROMULCH. rA O z Q d Y Q O U Ld w O z c=n ` Q Ld a m O i�. w 0 U 0o o a d Q- Q g m F � H W Llj WN ZZ �O t� F 0 W U X a � > 0. C3oU -N t-owx U� LLj _ u- M -�--� Z < M 00 uo M J 0WpOp Li `v �o F-,' �rumool Qom^ w w RS z^M z O 0te,� O U z W VL J T/'� Q Vl z v` O_ V) .� O O N x CL •� (n04 ozoxbo CO o o In 0) 0 �QNV m 4-) < x �I ' i 0to (�) Of (CON cEDN U opjab0 x 0 cv Q rn i p-I � m w 0 Q� z a0) O a 1 1-4 0 � o� O a d H H pq OE- o aw 0 � V U z E-4 0 N O � p.♦ ~ O VS U � W ul 0 U U 0 U 1�E OF TF, • 9 * �j ••� DAVID L. B�ESL------ � ��••lk_CENS �O.•G�i 7076 FILE NAME: 7076-SWPP-PLAN.DWG SHEET: 1 0 OF: 41 ... ....... N P3.1 lj LEGEND 1Z CONCRETE SURFACING .4N 4. SHOTCRETE SURFACING . ...... . f` { - �, ~'.F_ 'S. i� / / / / / / / /~� / :,\ CONCRETE EDGE DRAIN 2 �31 iL N STEEL HEL GRIND EDGE STEEL PIPE COPING ING Bros amall POOL COPING 14 P3.2 FLAT STEEL BAR. EDGE 16 4-1 HANDRAIL r17 Y �31 "tilt z w w ij ; z ksp" 0 0 -c� 0) I'll z 3 \N" ", SP3 2-' Ld w ov" 0 z V z X*, w z w N�l 15' ------ Ulompl- Ro,--.. A c-Io \$P3.2 0 O a < z < in w w < 0 < w w a 0 0) C:) I' %f cr) 0 z o m V2 E- E--4 rA 0 0 loo 0 CO 0 0 OF r All D"ID LBESLY I 81873 Ems MAL 2c) (o PROJECT NUMBER 7076 5 10 20 FILE NAME: SCALE.-,`V'=l 6' NORTH' SHEET. OF: 41 z W W z 0 z a 0 O 0 n N a z } i W O 0 r i z W W O z O N C1 z f' 0 z z W i D U O i LE Bleyl & Associates . `i ;t �S .i ;t i� iLt1�, A `z l _ f� l q F `- ��n �� /r 4. / / fij , 11 17 SP3.2 Bleyl & " Associates 16 f" f f If i J i /j LEGEND � CONCRETE SURFACING -� SHOTCRETE SURFACING �. � GRANITE LEDGE �- CONCRETE EDGE STEEL PIPE COPING �- FLAT STEEL BAR EDGE HANDRAIL �-- ���19 O z a Q Y <Q f O W r- C9 r z m Lil � W o vvi o a N a-oWx Wn=� z u) I j QMM r- (0 (16 to oW^o �) O ^ W W O O My U_ z 0 Y) °" z W a z O •r-4 N LL- N � N O � W Nopx a •r-4 O aofP,L- r� w Oo�N� O � oQ�°° m (�� U ow000 a O N ZQ F- m w a o- mom, a � O O I Q a IR W W U i � U W O UN U N 0. V, U^ O PROJECT NUMBER 7076 FILE NAME: SHEET. 1 2 OF: 41 Bleyl & Associates f it z O 0 z ej P3.1 Z6� a 2 P3.2 16 . ti P3.2 P3,2 P3^2 „1 .10 IV 17 )3.2 r Ile 3.1 ZVI LEGEND '/ r7/7//71CONCRETE SURFACING SHOTCRETE SURFACING STAMPED BRICK SURFACING oli CONCRETE EDGE STEEL GRIND EDGE FLAT STEEL BAR EDGE - 16 HANDRAIL 17 SQUARE GRIND EDGE 15 pF_p_rd wat. 05 ,10401 0 z to 0 ui z < 133 < < 0 0 < w w V) 0 0 (L � O� LLI X Z) z < Ld 0 LL- a- Z (/) op r, X < t') () oxnV) ( 0 I 0 00 LL LLI -t ^ w 0 rr_ Li Ld z ,-A 0 z C.) z 0 LAJ to z 0 0 V) Lu L- EN 0 of Ld a- 4-- to C,4 wozoX m < 0 r, LL. In 000a U-) 0 < x 0woop < •m Ir (D (0 C*4 N 2F X L.Lj F- 0 -"*-% C-4 < '0') CY) C14 p, r- M loz::) � 3�), ? - 2- Z- 2-0 t PROJECT NUMBER 7076 FILE NAME. SHEET. 13 OF: 41 Bleyl & Associates V 310.47t:00 10.55 TT 310.4 0C 31 302.50 RI k 3-1-1— 0 EOC �l EOG-- 310.4 311.50 TB 310.50 BB311.58 X 310.50 EOC s. 311.50'TB 01.50 EOC 310.50 EOC "50 BB11.58 310. 3 E 310.50 El 310.58 310.50 EOC 310.58 OC 39050 EOC 310.58 EO 310.50 EOC 310.5 EOC LAJ w z "N. (0 N 0 O 4� 6 Bleyl & Associates 04.50 EOC i I It, 310.58 EOC 310.174 E00- E C( C 50 E Amk j 307.94 EG Vk ­-307M EOC 0 3 EOC e 0 10 SCALE: l'l =0 0' NORTH LEGEND EOC EDGE OF CONCRETE INV INVERT ELEVATION.-, RIM RIM ELEVATIOW, FS FINISHED SURFACE TT TOP OF TRANSITION BT BOTTOM OF'TRANSITION" \,TL TOP OF LEDGE TS TOP OF STAIR TB",.,,, TOP OF/.,BANK BB ",-,BOTTOM OF BANK , TW TOP'OF WALL TR TOP OF RAIL BR BOTTOM OF'RAIL I A, 1 4111 PA, I I I a 0 z U) o w z cQc 0 w 7) < 0 < w 0 01 C, 1 0- 1 z 0 F= w U)=) WZ 0 LL. 0 w X LLI a. wA Ir 11L 0 .-0 LLI X ZOZ< Q) Ld 0 LL_ 0 =) Z Cn (L < I-) CO Go f" (0 Z' v) K) OCJO06 I Lj- co (0 d L (n ul 0 z 0 V)to CY) N-.' 00) z 0 z pa LEI _j z 0 cf) 0 Ld C14 0LA_ C�6 Ld w C', z n. •r_4 to V),-, 0 x ro m < 0 a� ,� a. LA_ Wo 0 r- LO (7) 0 V) CA "r) t < 0 M < 00 C� p m C.) < I OWOOO V) < Of (0 co M 2� 04 04 x 0 F-�-� a C-4 >- r- r-, Mre- 7, 2o w PROJECT NUMBER 7076 FILE NAME: SHEET. 14 OF: 41 z w w 0 z O } Q 4 a i z } F- W m D O 0 } i w N C) z Q z W m D U O Bleyl & Associates jr ,\ L `1 ,ram ter'/ •� �- '✓r / LLL `+ � , r'`''.r/,/ ram;'`' / / •J %^ 010.05 310. 311.17 EOC 310.87 /OC 310.95 310.81 EOC A� ' 310.51,EOC 10.64 EOC /5, 312.64 EOC 310.87 EOC' 1 Bleyl & Associates WHO EOC � 310.21 308.49 EOC 309.24 �\ 309 67 C i� J/Y 1 C^CA11'1 EOC EDGE OF CONCRETE INV INVERT ELEVATION RIM RIM ELEVATION FS FINISHED SURFACE TT TOP OF TRANSITION BT BOTTOM OF TRANSITION TL TOP OF LEDGE TS TOP OF STAIR TB TOP OF BANK BB BOTTOM OF BANK TW TOP OF WALL TR TOP OF RAIL BR BOTTOM OF RAIL I Ap IN P. Ap I I I I I a O Z Q (n Q Y Q O W_ O t z m F- lit + W o uv) Cl 0- 0 O OD n F H N W W� O O>O W USN w yt}.ki F•` O ate. E5 F- r' W X V ' 00 Z.a00 oxen to ttopW^0 4. F- p �+ w mt tr w 'n wZ0M�zo °' � 0 w J 'Q CO to Z •� w N o N x w a •r+ NopX O to or,a w w r� w 0 C'4 '*' O M m 0 (� v o 'XI-' °p 0 Q V/ •N' mZNN r� O Nrnrn m 0) o)� a 11 Q 7 ZZ-2d ry PROJECT NUMBER 7076 FILE NAME: SHEET: 15 OF: 41 z w w 0 z 0 w U O 0 r i z w w 0 z O z f- N 0 z a z w m U Bleyl & Associates f ' `N; l % rr r. r'r' •1. F rY�r •`/-ti �^lY,.'-''•ram �-1,.., -' / �,,r� '� �.., \ i � � ,r;� ' fr- , +; , 3� \ - -/Nk 311.17 EOC \ \ � ,r/!/'` J 11 � �~`+,.,._...••. ter" ,,� ,r' �'J'r � 1 1 ��',,/',,r rr �.i � _ � ,,,,. f �ll r� \ 'fir` /`r r Yk 610.64 EOC 'vxll , 312.64 EOC r 310.87 EOC"' � ` � � � �„ � ,r ✓`ram ' L . 3 00 EOC Y;0 400 r� 312.76 EOC 312.76 EOC ram'' 312.1 313.00 EOC 313.00 EOC 3 1 2'.00 EOC 313.00 EOC 313.00 EOC `\ 313.00 EOC :j 314.57 EOC 314.80 EOC �\ Bleyl & Associates i 312.64 EOC / t , 312.64 EOC''f / / ✓'i /. r =ekat } 3 < 312.64'6c X r �,312.64 EOC 312.72 EOC 312.72E / i , , ' %` LEGEND 313.00 EOC �' / ,� ! EOC EDGE OF CONCRETE INV INVERT ELEVATION / RIM RIM ELEVATION 312.88 EOC / �,/ FS FINISHED SURFACE TT TOP OF TRANSITION �r BT BOTTOM OF TRANSITION / 313.00 E / TL TOP OF LEDGE 313.00 EOC 313.00 EO` �= /�' W' TS TOP OF STAIR TB TOP OF BANK r / !1,. y°{ BB BOTTOM OF BANK TW TOP OF WALL - -- 7 BR BOTTOM OF RAIL /J/ f 0 5 10 20 i� SCALE: 1 "=10' NORTH I I m blap O z Q N Y Q O w C9 r U z Q m F L U 7 vvi o o a 0 o F y? LLSz LL. W U < N ace 6Mg w d U�U F-OwX (V1 �^_� n M00 fit/ ZNaaO n pXMMto wr,o �- F-- LL • � to ccS OO, z�M w w OOMB Z t, oZj z w J Q z O � O (f) N N O Ix �) •� w ��2a O �—I w ONN** O 4J aQ, 00 QX`I M m V O�000 U) f N N X W F- 0 NQ�� W pi C-4 m �, W v a0) O O 0 F'''•� ✓V E 00 � U 00 N U F�j V 0 � rJ O u (j--ZD 4 Rec��- 2-2Z -zar0 PROJECT NUMBER 7076 FILE NAME: SHEET: 16 OF: 41 i i is z Ld m D 0 0 0 Bleyl & Associates "I It A Bleyl & Associates PROJECT BENCHMARK SQUARE CUT ON HEADWALL N:l 0198551.5789 E:3567729.1075 Z:301.06 ���19 I I I Ap PAP 0, 1 I I I a U) cc w II z w 0 w U) I i 0 1 0 1 CL lr Bleyl & Associates f 63 / f 00 6 /6 7 71 66 f 76 7 C45 C71 it 10 108 L49168 3 7 48 10 97 C65 98 96 109 03 0 60 95 105 O� d. C5 C 4 5 10 9 81 1 103 00 C61 92 C63 101 C5 102 C62 91 C5 110 gn 0 r. it 83 C51 8 L-58 8 9C53 04 ti C71 (0 113 118 0 114 117 75 59 C7 5 6 7 6 L 12065 8 Q52 54 Ilk z w 0 z Ln a: 122 123 LTI -Z, 53 \X 124 VN w 1,3 w w 0 A "' \A (0 U) Ld 128 125,-\ N z Cn 126 z 51 if 127 0 Bleyl & Associates I I I Ap 004 1 Ap 0, 1 I I I a 0 z cc Cn O w m z w 0 ZOwx tr) Z.< w 0 Lj- Olt-, X (L Z(f) < K) OD 0() co 0 .e n 0-00 I LL tsj U) w w La 0 z 0 Q z 0 z g) C)) w tw z 0 Cn .0 0 V) w LL- v- C14 0 Od •r.4 W Ld F- C,4 Z 0 tko V)Oox ()0 m < 0� r, (L LL. 0 Lr) 0 C.4'* 0 M< , OD a X M < 0 op 0 (0 co < Crz m N C14 W >< 0 C14 (7) 0) 1-4 04 >- Of 0) 0) r- r� 0 O z E- E--q rr O~ L.L 0 0(:, rZ4 E-4 U z1 fi jr 0 0 F DAVID L. BESLY N S S10 A L C-) PROJECT NUMBER 7076 FILE NAME: SHEET. 18 .. z LLj w a z 0 z } CC CD O 0 C� Ol 0- r- z z LAJ 0 z Ld w a z 0 z z z Ld 0 C. Bleyl & Associates % < Bleyl & Associates 9 0 145 18 147 48 42 A tK 133 17 135 138 137 rr x"i'b"", 139 (0, 140 3 129 I \ WA 0 1128 1125,-\ 1-9 126 127 0-1. 14 15 16 • aaaa. 0 (A tY O LU z Q ,;j LAI 0 0 a 0 CL I- OLd X ZZ< LAJ U- 0 n 00 Z 14) 00 re) r�, CD 0 te) 0 (5 oD I I LA- Lij It X Cd ,t-43 OIx Lu L-U 0 " z My) 0 U z 0 of v z Ld tio z 0 0 W Lid U- 0 Lj LA a - I+- C-4 Z 0 0 X 0 a� P00 , d- LA- jr 0 U-) CY) 0 Cq �* < 0 00 te) m <0 I op 0 I W CO(0 X M;z 04 N C.4 < 0)0) 124 t- r MMM z 0 E-41 �E No 00 u rn rzd 00 N � 9 pq ,e 136� 2- 2 - 2-oto PROJECT NUMBER 7076 FILE NAME. I SHEET. 19 OF: 41 1 Bleyl & Associates r,r r/ ,r �- Jrr. r- `iil 'i �•`, i A '._x W z ' `\ 0 i ,i r.✓ i r r 1 �. `�1 Q n ,r' 3- Z W W 0 Z O J N 0 Z r 34 Z W U O 5-1 r r" rr� J.r � �r C,12 166, �.g0 cp \\ 29 4 �25 \ A 32 31 Bleyl & Associates 36 0 ,,.r✓' G11 0 g rrn �2 0, N � C18 0 �J 165 4 0 0 138 i Z ✓ r- r , r 18 1 AA r� x 1 � � ✓,r ys 20 �147142 48Vk , x / 145 `� V f rr /�'� Y f'�•�`w''� ,�' r��V� � f /,/ ,r^ /i' f .r � '---_4 - J . 7 GO - ,' '✓ 149 161 / 51 45 152010 159` 157 F ! 154 155 /43 S / 156 22 162 42 1 A G� L18 163 ` / 1 164 00 ' 40-'� 41 L32 L31 f. ,,'. 'Al „ 0 5 10 2049 W ���IB 0_1 I Ap Imp. 'PAP I I a i nI* Q) r___4 QQ O Z_ Q tn Q Y W_ Q o W L m Z W J Q U w in. o 0 a w 0 LL_ ^(M CO Z(/) Xc K) n I O w id w Od , W W .-.M OM� Z 0 U 0 c, ad W J Q Z O N o N ir d •� W NCZOX N•- tkO O A ( w w O O 1(1() _ N d O Q M W U aoH(0c(o X � mZNN w F— 0 cv}rnrn r m �/ J � � Q a � F_ O z O ow O j a Hw N_ O mH Cc CC z 0�-- a w I o z W O wo o O 04 T T CL �O O U ago �,_ PROJECT NUMBER 7076 FILE NAME: SHEET: 2 0 OF: 41 W W 0 0 J 7 z 5- CC a 0 O rn n z W U O 0 r i W W 0 z O J fA 0 z 0 a U Bleyl & Associates POINT TABLE POINT NUMBER NORTHING EASTING 1 10198551.5789 3567729.1075 2 10198287.6087 3567615.9840 3 10198283.2666 3567613.3344 4 10198268.9302 3567610.2223 5 10198252.6746 3567617.9524 6 10198247.4271 3567623.2422 7 10198241.3517 3567627.7776 8 10198238.3033 3567656.6640 9 10198243.4761 3567664.7860 10 10198242.8507 3567672.7166 11 10198237.9406 3567678.1626 12 10198230.1056 3567679.6052 13 10198178.4119 3567688.9773 14 10198139.0535 3567696.1131 15 10198125.5296 3567698.5649 16 10198118.4896 3567696.3938 17 10198060.1217 3567638.9233 18 10198010.6652 3567590.2425 19 10198002.9862 3567583.4353 20 10197996.6256 3567577.7968 21 10197972.9707 3567550.1642 22 10197927.9542 3567498.1659 23 10197920.6357 3567478.6672 24 10197918.7888 3567451.5983 25 10197915.8953 3567435.6157 26 10197910.7327 3567416.6509 27 10197905.0186 3567401.1719 28 10197900.3244 3567392.7462 29 10197894.9597 3567384.5239 30 10197879.8411 3567358.6120 31 10197872.9313 3567362.6436 32 10197885.4365 3567384.0765 33 10197887.6714 3567388.8147 34 10197893.8069 3567405.4520 35 10197899.4270 3567420.6912 36 10197904.0873 3567437.7535 37 10197907.0030 3567453.8591 38 10197908.6021 3567471.3418 39 10197908.6395 3567487.5842 40 10197908.7355 3567500.5218 41 10197910.6871 3567505.7215 42 10197925.7424 3567523.1119 43 10197945.3782 3567545.7931 44 10197947.9963 3567548.8172 45 10197967.6321 3567571.4984 46 10197984.6852 3567591.2663 47 10197991.0458 3567596.9048 48 10197998.3721 3567603.3994 49 10198096.9727 3567700.4128 50 10198122.0256 3567711.4107 51 10198155.9539 3567705.2446 52 10198165.7440 3567703.4697 53 10198193.8719 3567698.3701 54 10198232.2459 3567691.4128 55 10198240.1141 3567689.9641 56 10198243.2426 3567689.8038 57 10198271.1872 3567692.0360 58 10198282.2293 3567704.2352 59 10198295.2229 3567725.1612 60 10198302.2522 3567730.2054 61 10198329.0754 3567727.3699 62 10198334.1299 3567721.2141 63 10198329.5288 3567690.2883 64 10198300.3072 3567688.3306 65 10198290.5210 3567673.6432 66 10198296.4399 3567663.9961 67 10198300.3125 3567660.0256 68 10198301.6330 3567657.0596 69 10198303.8703 3567652.0353 70 10198309.1909 3567640.0869 71 10198293.6093 3567616.1717 72 10198293.6610 3567633.1717 73 10198243.5578 3567642.6145 74 10198328.4597 3567706.2525 75 10198294.7797 3567699.9881 76 10198293.6610 3567620.1717 77 10198287.6215 3567620.1900 78 10198285.0221 3567620.1979 79 10198284.3173 3567619.9103 80 10198279.6976 3567615.3599 81 10198270.6480 3567613.8346 82 10198254.3924 3567621.5648 83 10198250.8390 3567630.3302 84 10198247.2732 3567634.2811 85 10198245.8215 3567633.9038 86 10198241.2942 3567651.3252 87 10198245.1656 3567652.3312 88 10198248.1469 3567656.5211 89 10198247.6285 3567663.0105 901 10198260.80911 3567669.1998 Bleyl & Associates POINT TABLE POINT NUMBER NORTHING EASTING 91 10198261.7026 3567669.0753 92 10198265.8722 3567668.4943 93 10198274.9031 3567664.1997 94 10198277.9853 3567661.3322 95 10198278.6458 3567660.7178 96 10198281.8066 3567659.2147 97 10198285.1221 3567649.8869 98 10198282.7596 3567644.9189 99 10198272.7655 3567641.3666 100 10198267.3470 3567643.9434 101 10198264.2647 3567646.8109 102 10198262.9627 3567644.0728 103 10198267.1323 3567643.4918 104 10198274.8055 3567639.8350 105 10198277.1373 3567638.1519 106 10198281.9940 3567638.9060 107 10198286.0947 3567649.8576 108 10198288.5400 3567654.9998 109 10198281.6381 3567664.3916 110 10198261.7698 3567673.8387 111 10198327.6955 3567718.2330 112 10198318.9934 3567698.8777 113 10198306.7447 3567699.3224 114 10198298.5257 3567692.9193 115 10198286.9822 3567698.1993 116 10198288.4228 3567716.1840 117 10198296.7791 3567721.1211 118 10198305.5206 3567727.2812 119 10198324.8278 3567722.1141 120 10198239.5049 3567683.8907 121 10198230.6218 3567685.5263 122 10198206.5770 3567689.9688 123 10198207.6473 3567695.8726 124 10198192.8016 3567692.4663 125 10198161.3270 3567696.6626 126 10198157.7490 3567697.3113 127 10198157.4247 3567695.5223 128 10198161.0027 3567694.8736 129 10198091.7424 3567675.6713 130 10198094.5486 3567672.8208 131 10198084,5718 3567662.9992 132 10198081.7657 3567665.8497 133 10198062.1537 3567666.1489 134 10198064.2579 3567664.0106 135 10198058.5558 3567658.3994 136 10198056.4516 3567660.5377 137 10198045.8321 3567640.2863 138 10198048.6448 3567637.4422 139 10198034.3477 3567623.3028 140 10198031.5350 3567626.1469 141 10197989.7028 3567586.3598 142 10197994.9410 3567591.0033 143 10197986.0544 3567590.4755 144 10197991.2925 3567595.1190 145 10197996.0047 3567579.2509 146 10198001.2428 3567583.8944 147 10197998.3442 3567587.6616 148 10197986.6624 3567577.4741 149 10197970.7026 3567552.1278 150 10197964.1573 3567544.5674 151 10197966.4255 3567542.6038 152 10197966.4709 3567551.8232 153 10197966.1209 3567546.8355 154 10197947.7942 3567525.6664 155 10197942.9080 3567524.6058 156 10197943.2125 3567520.3741 157 10197949.7578 3567527.9345 158 10197945.5261 3567527.6300 159 10197952.0259 3567525.9709 160 10197945.4806 3567518.4105 161 10197968.1970 3567571.0094 162 10197927.4278 3567503.9472 163 10197924.7742 3567500.6772 164 10197914.6763 3567487.5566 165 10197914.6021 3567471.3144 166 10197905.0545 3567418.6097 167 10197899.4346 1 3567403.3706 168 10198290.7024 1 3567678.6968 LINE TABLE LINE LENGTH BEARING L1 4.20 S00010'27"E L2 18.00 N25025'58"W L3 7.96 S85029'29"E L4 7.97 N 10025'58"W L5 52.54 N10016'34"W L6 18.99 N06030'49"E L7 8.18 S79043'26"W L8 3.64 N 10016'34"W L9 8.18 S79043'26"W L10 18.99 S27003'57"E Li 1 13.74 N10016'34"W L12 81.91 S44033'22"W L13 68.98 S44033'22"W L14 10.26 S41 °33'22"W L15 8.50 N41 °33'22"E L16 36.37 N49026'05"E L17 68.78 N49006'59"E L18 7.51 S89044'18"W L19 16.37 N79044'1 WE L20 16.50 S69044'18"W L21 30.00 N59044'1 WE L22 8.00 N30015'42"W L23 24.81 N59044'1 WE L24 17.73 N69045'24"E L25 16.24 N69045'23"E L26 5.41 N79044'18"E L27 6.00 N10015'42"W L28 5.43 N79044' 1 WE L29 6.00 S1001542"E L30 5.53 S79044' 18"W L31 16.37 N89044'1 WE L32 12.81 N89044'18"E L33 23.00 N49006'59"E L34 30.42 S58042'06"W L35 5.07 S40053'01 "E L36 4.00 N49006'59"E L37 5.07 S40053'01 "E L38 30.42 N39031'51 "E L39 26.11 N49013'00"E L40 8.50 N41 °33'22"E L41 9.79 N41 °33'22"E L42 137.91 S44032'23"W L43 34.48 S10018'02"E L44 28.59 S10016'34"E L45 39.00 S10016'34"E L46 8.00 N 10°2558"W L47 28.03 S04034'02"W L48 29.29 S03049'52"W L49 5.06 N87056'41 "E L50 3.25 S66000'05"E L51 18.58 S6505948"E L52 6.00 S00°10'27"E L53 2.60 S00010'27"E L54 6.48 N44034'02"E L55 18.00 N25025'58"W L56 1.50 N 14034'02"E L57 4.00 S 14°34'02"W L58 6.51 N8502558"W L59 2.75 S25025'58"E L60 18.00 N25025'58"W L61 3.50 N25025'58"W L62 5.50 S64034'02"W L63 6.00 S25025'58"E L64 8.50 N25028'51 "W L65 6.00 N79034'02"E L66 5.83 N79034'02"E L67 6.00 S79043'26"W L68 7.00 N 10°16'34"W L69 7.00 N10016'34"W L70 18.73 N24013' 10"W L71 18.73 N03040'02"E L72 14.00 S44033'04"W L73 4.00 S45026'S6"E L74 8.00 S44032'23"W L75 3.00 S45027'37"E L76 19.88 N44040'57"E L77 4.00 N45019'03"W L78 9.50 N48026'38"W L79 5.50 S48026'38"E L80 3.00 N40053'01 "W L81 10.00 N49006'59"E L82 4.00 N49006'59"E L83 3.00 N40053'01 "W L84 30.00 S49006'59"W L85 30.00 N49006'59"E L86 6.00 S00015'42"E L87 16.24 N89044'1 WE L88 12.00 S10015'42"E L89 6.00 S20017'53"E L901 16.24 N69045'23"E CURVE TABLE CURVE LENGTH RADIUS CHORD CHORD DIRECTION Cl 33.88 17.00 28.54 S56054'51"W C2 7.00 8.00 6.77 N24052'38"E C3 15.78 12.00 14.67 S12014'53"W C4 7.60 11.00 7.45 S45013'47"E C5 7.90 8.00 7.58 N36044'31 "W C6 39.54 15.00 29.05 S83058'33"E C7 10.33 8.00 9.63 S57030'26"W C8 7.88 6.02 7.33 N47057'44"W C9 7.66 8.00 7.37 N17008'24"E C10 21.27 30.00 20.83 N69025'38"E C11 19.55 112.00 19.52 S84044'18"W C12 19.68 112.01 19.65 S74046'19"W C 13 9.66 46.72 9.65 S60052'36"W C14 9.82 220.55 9.82 N56052'36"E C15 5.25 30.00 5.24 S64044'50"W C 16 17.71 99.35 17.69 S74043'24"W C18 17.58 100.01 17.56 S84046'26"W C 19 5.67 8.00 5.55 N69025'38"E C35 31.11 17.94 27.36 N23042'03"E C36 10.54 9.00 9.95 N10016'34"W C37 3.14 12.00 3.13 S0205658"E C38 18.13 12.00 16.45 S47051'00"W C39 13.77 34.00 13.68 N79031'36"E C40 13.61 12.00 12.89 N35025'29"E C41 9.14 8.00 8.65 S35039'47"W C42 36.37 14.00 26.97 N06002'04"W C43 8.34 8.00 7.96 S50036'39"E C44 43.40 16.00 31.27 S81 °32'16"W C45 21.05 8.00 15.48 N79011'57"E C46 5.66 8.00 5.55 N45042'54"W C47 55.36 13.00 22.05 N58010'27"W C48 0.78 1.00 0.76 N22011'47"E C49 9.77 8.00 9.18 S09034'02"W C50 10.38 7.00 9.46 S67055'58"E C51 6.54 3.00 5.32 N47055'58"W C52 28.27 9.00 18.00 S7502558"E C53 5.59 4.00 5.14 S5403,V02"W C54 15.71 7.50 12.99 N34034'02"E C55 0.92 1.50 0.90 S0705658"E C56 4.28 7.00 4.21 N07055'58"W C57 4.28 7.00 4.21 N4205558"W C58 0.92 1.50 0.90 S42055'58"E C59 11.00 7.00 9.90 N7002658"W C60 11.78 7.50 10.61 S19034'02"W C61 4.28 7.00 4.21 S42055'58"E C62 8.07 1.85 3.03 N64034'02"E C63 4.28 7.00 4.21 N07055'58"W C64 2.89 8.00 2.88 N35049'22"W C65 5.76 3.00 4.91 S08049'33"W C67 14.66 8.00 12.69 S24034'46"E C68 10.47 30.00 10.42 S37055'14"W C69 13.96 8.00 12.26 N02004'46"W C70 49.22 12.00 21.29 S6502514"W C71 5.76 3.00 4.91 S52004'46"E C72 32.15 10.00 19.99 N 14°58'58"W C73 11.71 8.00 10.69 S35010'19"W C74 10.43 8.00 9.71 N30034'32"E C75 18.33 30.00 18.04 N85025'14"E C76 10.47 7.50 9.64 N 10°16'51 "W C77 14.961 10.00 13.60 N45005'11 "E O z a a Y a 0 w r- c� z U m U CJ 0 rn 0 0 a n 0 r- F n � W 0 0wo <F W U<N a 1bW tu Ir a i3: U +j f-- o w x � Q)^n.Mff) Wz 00 z 00 n co X LLI w p �,-. � a:,-.M w o 0M� z z J Q a0 z 0 w N N o m c , w Noox n' .,.r to O �oraw o 't N o � �.-D0 < p x � M m Q) U OWOOO x I� .4; O mZNN C-4 P2 QQ a w �n mom, 1--- W J O z W O � O <C a N_ I - Cc U) d+ r�> p j w = 0 W O T T 0. O (.).) /- -& -� ^?-Z2-2oto PROJECT NUMBER 7076 FILE NAME: SHEET: 2 OF: 41 Bleyl & Associates IL iv Lai LLI I % - — — — — - X�N V, V LA N�Nvl'� LJLJ LAJ Bleyl & Associates _lEGEND Nz­ COLD JOINT / • % ~`' ' 1' KEY JO INT SAW -CUT JOINT i'� i` OnKlIn BEAM rl 2 13 ��1�0 a I 0 z 44 m w 0 a i (L IX 0) 0 z 0 C40 E- z 0 a `tip O 0 U f Cm 0 Vt rX4 0 0 LA J 0 0 PC OF DAVID L. BESLY 81873 /C 14cs 10 AL 7 '7 PROJECT NUMBER 7076 0 5 10 20 0 ,SALE: 1 =t NORTH FILE NAME: SHEET: 22 OF- 41 0 z Q Z m U 0 i U Bleyl & Associates ._.. .fir rr' ,� '•., i� �• - `} /ram,•'' �, /rl r' r r �'t rrr err r -''rr� � - ✓ � // ✓'err✓ ��; ._ _ _ r'�^ �j, AV 41 Bleyl & Associates i N 7' f.; f, r` f.' • r'' , r / / -'' LEGEND ,, COLD JOINT —�— / X,r KEY JOINT —- SAW —CUT JOINT 5 BOND BEAM 12 �3 • ry , l y 14 f: 11111 !!Ili 0 _z Q V) Q Y Q 0 r- W 0 U Z Q � m � Q Q U W O 0 N 0 d 0 0 00 F H N W 0 0 0 L_ �<< F-- W U�� a �kW a w �o a 0 =U O W X nnV1 w_ � W =) a.. M 00 Z c QMM cD •� FFW--CE n W Od W Z o 0M� U p) Z 8 u W V L oJ COQ �Q Z 1 O •1-I (n W O O N X W a C�3• NOOX o o�a� r- .�••� a X ; pr to �/ •N' mZNN W r O N Q.�. ^ nWrnrn fij � O 0 o m E E-+ �.� m r' r V O 00 U U ' U off% r ^,,,,ram •� v i •rr ter'" V l ,r• -' [r0 f r O rr ,,r r 0 F ref rr �'� h 1,! Z2-Zc7fc� PROJECT NUMBER 7076 FILE NAME: SHEET: 2 3 W m D U O r i Z W W Cl z 0 J N 0 Z W 0 z U) z W D U O i U Bleyl & Associates - ,r \•1 I ,- fr / � Jr i Bleyl & Associates 0 0 19 U J f) / fr J,,,,•' �, Y J / . fJ / 1 J / ✓ �. %1 �� f/ ', ,/ � ' // •'' ram/ ,% / ` /. // .. j rJ• ! f! ,� ''f';^l ............ / Y LEGEND .. ..........I C,___ / f COLD JOINT —e— s / ; —•••— KEY JOINT l r / / • SAW —CUT JOINT —e— 1 BOND BEAM } Z',, if w o a Bleyl & Associates 0 0 19 U J f) / fr J,,,,•' �, Y J / . fJ / 1 J / ✓ �. %1 �� f/ ', ,/ � ' // •'' ram/ ,% / ` /. // .. j rJ• ! f! ,� ''f';^l ............ / Y LEGEND .. ..........I C,___ / f COLD JOINT —e— s / ; —•••— KEY JOINT l r / / • SAW —CUT JOINT —e— 1 BOND BEAM } Z',, if 111'�i � W I—'4 QQ O Z Q U) a Y a N� 41� O r IWIw V Z U i � m H W Q U m N I— Li X 0 r7 X_ n M Z��0 O <MM t0 � h0 0-�0 Cd c� p_� W Li��, 0 K) Z C9 U z Li J O �t •ri (n N N O x •t w W V)pZOX a w O to w ONNd� O <M m U <o oo < m NN W O 04 C-4 a ^mw O I— O W z U 0 E W v / � H Z I— N Z �u � O o _ a w 1 U U � � w o oN U CL O L. BESLY 1873 4*4 T N r2 NA L I' L� 7-2Z—Zvtd ROJECT NUMBER 7076 FILE NAME: SHEET:2 OF: 41 I z W In z O z } Q n O O O 4m a i z } H Z W m D U O 0 Cl z Q z W U O r' i l Bleyl & Associates 1 III O z Q to Q Y Q O r- W C9 U m z Q F- U Q O o cvii o a w W 0 z O 7 z a 0 0 O rn n co a z / z W U O 0 z W W C) z 0 J / C9 z N z a z W M 0 i Bleyl & Associates :`l rria /+ `i 1 ' '•\ ;t t `mot ✓, r Bleyl & Associates \� V ,r- i / memo V) Q) a5 • rl V 0 TY)� V1 n04 V) Q) a5 • rl V 0 TY)� V1 n04 0 z a Q Y Q O W .- C9 U z O � i m F- U Q O v� o o a g OD � n H N W z Z Op C W USN W I a 5 WL w A EL U—U 41 F-owx n M X M M oWno �" �^ Lj 4- of w Z ^M OM� Z Urn Z c od v W J Q to Z 0 N � N o � d �00°-L`- w 0�N,* O Q.—i0 M m U ow0bo X .,.� NN W ~ O NZQ0M am.... � W � � 0 Z z oM H 0 E W E-. W w U W w P, 0 U � �� oN T � �■ �2- 22-2-dta VKUJLC:I NUMULK 7076 FILE NAME: SHEET- 2 6 OF: 41 is I' ziCf- Z- ISO z 0 z z w x Bleyl & Associates A Bleyl & Associates X �01 �. 4®rf 'Z / GJ `� � � F,_d N X I Alp, IN Map Pop VJ 0 CO 0 < O w < z < Lai < < 0 C-) < Ir Ce 4-)H LLJ x z z < LLI 0 LL. CL 00 <f to -00 1 6 LL- LLJ z CID 0) C)) z 0 w to 0 C) uj u- C14 w w 0 tko Cf) C) 0 >< OC) < LL. 0 N 7) Lo (it v) ' < 0 00 M 0 opCOCO X •0 04 C14 W C14 0) 0) C4 r- 0 m E E- E-4 0 r 03 0 r-rO E-4 04 N 7- 2!2- PROJECT NUMBER 7076 FILE NAME: SHEET- OF: 41 0l_6„ 7-5 Bleyl & Associates SCALE: 1 " = 3' 20 PRECAST BULLNOSE CONCRETE COPING 01_6n 9 z W a z 0 a r a Q 0 0 0 rn N a z z W U O 0 fE w N p z Q z W m D U O i MN SCALE: 1" = 3' 01 'Bleyl & Associates SECTION B SCALE: 1" = 3' SCALE: 1" = 3' 2.5" ID SCH 40 BLACK STEEL PIPE 14 .2 I— 0'-6" P3 SECTION H SCALE: 1 " = 3' off-li d F SECTION F. SP2" 1 SCALE: 1" = 3' rilw^u n1 n" TYPICAL SECTION NOTES GRADED AGGREGATE BASE: CRUSHED LIMESTONE PER GEOTECH REPORT o'-6" Gnsmsma REINFORCEMENT: #3 REBAR @ 12" OC UNLESS OTHERWISE NOTED TYP. PLACE ALL REBAR AT THE MID POINT OF THE SLAP. STEEL EDGE TREATMENT: CONTINUOUS WELD ON ALL JOINTS. PRIME STEEL WITH WITH MIRROLAC-WB INTERIOR/EXTERIOR WATERBORNE DTM FLAT PRIMER OR EQUAL BEFORE INSTALLATION. PAINT EXPOSED STEEL WITH MIRRORLAC-WB HIGH PERFORMANCE ACRYLIC INTERIOR/EXTERIOR WATERBORNE GLOSS ENAMEL OR EQUAL AFTER INSTALLATION. 1'-0" o'-6" III 9 0 z Q Cn Q Y Q 0 W U z Q � � m Q Q U W O to o o a �ni F N W wwo�O W U<� a xw a ok'� 0 a U R W X Q� N w�_� '� M00 -I-� Z < a. °O o ^a u- 01* w Er W O OUMv Z Z W J T� V) Q Z O o W N N 0 Ir W n- w V rl Ir ��I w O^0-4- O � --d- O i� aQ, m (� U 0 0o 0 x � mZNN W m �y N C" 1) im QV U) a, o Z i O r� z p m — E ; ry WE W O U/ U U W � oN N a� U o o� PROJECT NUMBER 7076 FILE NAME: SHEET: 2 8 z Ld W 17 0 J 7 z } Ir a N 0 0 Ct N cV a i z } i z m D U O } z W W 0 0 z a z w U 0 i !: Bleyl & Associates n Jr" in nnu AA nI A~ L+TCCt MIr'kC rl4 SP3.2 rl 4 �p_ 3. 2.5" ID SCH 40 BLACK ----' -'-- f%l nl1 M SECTION M SP2.2 SCALE: 1" = 3' AI /+11 ^1 J A it Bleyl & Associates 0 1CK STEEL TUBING A 1 A 11 1 1-011 1 1 . SECT101 SCALE: 1 " = 3' 0 SECTION SP2.2 SCALE: 1" = 3' 1 � • � • II� 1 2-011 91 I 1 ! I 1 0 I II I=•=�=• pQ Ile =_�=I =I, 11 1a1;�I1Ea,u — 1 1 II'IL ilt �LIi��.,FF���4tttt u;ILll I1571_ c ` 5 ` ` ' - ::: C � all IN 1 u -011 - SP2.2 j SCALE: 1" = 3' #4 REBAR 12" O.C.E.W. R SP2.2 SECTION R SCALE: 1" = 3' ., r" AA nl A^1/ e%r CL PIPE 14 SP3.2 r>uw-^u NOTE: #4 REBAR 12" OC BOTH WAYS 21-911 0'-6" n , , PAP , I I I a z a rn Q Y a 0 w U z m V < a 0 1n o o a V 1 1-I W M O lai W n = p M 00 ` Z � t\ +'J XMM cD tw pw^Q LL l• `o LLJ Z.-.M Z 4 C)a) z !, W oZj J a z 0 w N o c ' N Ix _ x W d. ( iv r- •�"� V) C) O X 0 crF,°-L'' 0 C-4 '*a- a0 �ar-ao m p r- M U 0 000 x � v/ N' m - W O N Q O) O I- w a i fj I W � o Z O 0 OU) E. H Ui z W a w o f ^ V U N N ON N Q. U� O � O u 7-zz-Zara PROJECT NUMBER 7076 FILE NAME: SHEET: 2 g OF: 41 -j Bleyl & Associates S SECT101 SP2.3J SCALE: 1" = 3' 19 4" POLISF'cn 01 A~ ran Ak"TC 3. 1 1) i ej V %1, SECTION V SP2"3 SCALE: 1" = 3' Bleyl & Associates e" v e■ V 714Q" Cf%l 1AQC 071=1=1 Tt IOuln rl 5 S 3.2 0'-4" 0'-5" 0'-611 Al ^11 ^1 ^01 0'-5" MIN. 2" X 1/4" FLAI 1 1_311 SP3. 2.5" ID SCH 40 BLACK STEEL PIPE 0'-611 21.1111 31_011 #4 BAR 131_011 w SECTION W SP2"3 SCALE: 1" = 3' :EL TU :EL TU m ". � 7'-411 NOTE: #4 REBAR 12" O.C.E.W. 21_311 11.911 9" V Q/lAll Cl AT QT=1 GAR .EL TUBING .EL TUBING 0 [Q. 0'-6" 01.911 1'-3" 0'-6" 1 1_211 AA )16 SECTION AA SP2"3 SCALE: 1" = 3' 21.5" SCALE: 1" = 3' SCALE: 1" = 3' .11 n" 2" X 6' X 3/16" BLACK STEEL TUBING V DIAMETER SONO TUBES TEEL TUBING 3ES 01_611 -6" IN 004 F-Ap IN I I I a O z Q a Y tr Q o w Q t z m a U W Q o to o o 1 n. g o ►- F W O OW tA- W U<� Ir U. X W a OWO +� �-- o W x LLJ ^_� Q) 5^n.M ao Z CO co CIO to 0-moo �V C Icn • I -"I W � i-. m V O�,, W Z i.►7 Z 0 v M� Z " W 46 J Q z o �I ui N o N it _; ? W °- �V •�-+ Naox o o: °ate Of r� W ONN'* O h M<,00 m Q) •N' mZNN W cv Q rn rn 1- �' nrnrn � fmo x W � a 0) o Z o 0 a EH V 0z W Q., W1 0 V! U C / �.� O O N CL VJ U) O 0 (4,t7 li�- 7- ZZ-2viV PROJECT NUMBER 7076 FILE NAME: SHEET: 3 0 OF: 41 z W W 0 O J z 5-1 tr Q 0 O O n (V a z } / z W m D 0 } z LLI W 0 z 0 a z W U 0 i 6 Bleyl & Associates 41 All 2"X6'X3116"E V Did AB %k, SECTION AB SP2.4J SCALE: 1" = 3' 3" I.D. SCH. 40 BLACK STEEL PIPE — SUB BASE COMPACTION PER GEOTECH REPORT. #4 X 2" STEEL ANCHOR BOTH SIDES. (TYP.) @ EACH POST. UNDISTURBED NATIVE SOIL 11.1111 0'-6" if 0'-6" i 1'-0" MIN. 01_311 MIN. 11_311 01_8 ll 1 1_3114-F*- 6" MIN. CLEARANCE. 17 6" MIN. CLEARANCE. SP3. 3'-4" 21_011 2"X2"X3l #3 REBAF 01.1 ill AC SP2.4 450 f e SCALE: 1" = 3' AI G+ll AI nll AI /-11 ^1 ^11 AE SECTION AE 4 AF SECTION AF Ad AG SECTION A SP2"4 SCALE: 1" = 3' �SP2.4) SCALE: 1" = 3' �SP2.4)SCALE: 1" = 3' ON Y 4 IA" CI AT 07=1 CA 0 rl v f I f%f C11 Al ^11 AH SECTION AH AIVECTION Al SP2.4 SCALE: 1" = 3' SP2.4 SCALE: 1" = 3' Bleyl & Associates •Ii u O Z it Q In Q Y Q O W Q t z m H U Q � 0 U in o o IL +� t—�WX (j Q) C9LLJ ^=� Dr- M 00 Z U) 00 c0 XMM 0 W OD li • L►JQ W (� ca z. W v O �M z Cki °.' . z w V1 Z O LLJ N N o w •�� W V)o0X °- tio O c�aL 7Q,00 0 M m N, C) W po 0 x r� O mZNN N Q W F— Q C-4 m �. � Q � W � a0) o Z o 0 o co W ram, W 0U v / U 00 N CL v` V1 v � O O u 7- �- 0 2- — 2-oci PROJECT UMBER 6 FILE NAME: SHEET: 31 OF: 41 Bleyl & Associates HAND TROWELED SMOOTH FINISH 5" CONCRETE SLAB. SEE SPECIFICATIONS FOR FURTHER INFORMATION. #3 BAR 12" O.0 BOTH WAYS. CENTER BARS IN SLAB UNLESS NOTED OTHERWISE. AGGREGATE BASE CRUSHED LIMESTONE PER GEOTECH REPORT im I i1T�f i1�i1'��1f1 � UNDISTURBED NATIVE SOIL HAND TROWELED SMOOTH FINISH 6" SHOTCRETE SLAB. SEE SPECIFICATIONS FOR FURTHER INFORMATION. #3 BAR 12" O.0 BOTH WAYS. CENTER BARS IN SLAB UNLESS NOTED OTHERWISE. AGGREGATE BASE CRUSHED LIMESTONE PER GEOTECH REPORT UNDISTURBED NATIVE SOIL 1 CONCRETE SURFACING 2 SHOTCRETE SURFACING 3 SP3.1 NTS �SP3.1_ NITS SP3.1 3/8" RADIl 10 Trv-%' Cr% CP1/2C SAW -CUT AGC ISHED LIMESTONE PER GEO SUBGRADE Ca 95% 4 CONCRETE EDGE 5 SAW -CUT JOINT 6 ,3.1 NTS �SPM) NTS S P3.1 SLOPE TO DRAIN STAINLESS STEEL FLAT SCREW. 4 LOCATIONS. �a TOP OF DRAIN GRATE 6" SDR-35 PERFORATED 7 S P3.1 t= W cn 0 z a z W U O i .,. DRAIN VARIES Bleyl & Associates SLOPE TO DRAIN Qa ONCRETE SLAB ZURN Z-415 BODY ASSEMBLY WITH "TYPE B" NICKEL BRONZE STRAINER AND SEDIMENT BUCKET. ZURN Z415B-Y IES 6" PVC SDR-35 0' -6" PVC TEE 0'-3" TYP. VARIES 1 1-011 ARIE� 0 a #3 REBAR 12" O.C. BOTH WAYS REINFORCED CONCRETE LEDGE 9 P3.1 VARI #03 DCDAD /1VCDI AD'4" MIN R IN SLAB COLD JOINT #3 REBAR OVERLAP 24" MIN 0'-1/2" MIN — IN CENTER BAR IN SLAB INSTALL KEY BELOW REBAR lFflA r�Z�r� �ru8 To- oLler__ KEY JOINT "LENGTH NSTALL FLUSH W/ CONC. TYP. GRIND CONC. IF NECESSARY L 2" x 2" BLACK STEEL ANGLE IRON ° d ° - a. RIND STEEL TO MATCH ANGLE OF LEDGE d' °. #4 REBAR WELD TO TUBING EVERY 36" MIN. ° OFFSET HORIZONTAL AND VERTICAL EVERYI8" MIN. a 24" LENGTH NOTE: PRIMER STEEL WITH WITH MIRROLAC-WB INTERIOR/EXTERIOR WATERBORNE DTM FLAT PRIMER OR EQUAL BEFORE INSTALLATION. PAINT EXPOSED STEEL WITH MIRRORLAC-WB HIGH PERFORMANCE ACRYLIC INTERIOR/EXTERIOR WATERBORNE GLOSS ENAMEL OR EQUAL AFTER INSTALLATION. STEEL GRIND EDGE 44 L I I a 0 z a a Y Q o w Q L z m U < Q O U Q Ix C cn 0 0 a 0 OD F � H � W o a w o � W U<� a �w W Ix a 0_0 -N F-- O W X v w^o6- �M 00 z (n co to b, oo no co v � (r, W W O � ,pe) o z Z y 0Cl %_., W J V L Q V) w z _o N .� w N N o m •� W Noo a o o^a�- r---I W o u' r- o Q U N' o[qwo (0W a V/ 1—� 0 M;2 N Q F- M W Q, } �m° O� w� � 0 0 HW H w E"I W oz ram, U TT Q co o O N CO1.1-I U 0 TUB V 0 7-z2_zoco PROJECT NUMBER 7076 FILE NAME: SHEET. 32 OF: 41 z w w 0 z 0 z r a Q M O 0 0 rn n N f7 a i z a r i z w m D U O 0 r z w w 0 z 0 a i c� z a z z w U O 5-1 U 11 P3.2 14 SP3.2 Bleyl & Associates 2" PRECAST BULLNOSE CONCRETE COPING. PENROSE COPING CO. OR EQUAL WITH 3/8" MORTAR A 1" BED OF MORTAR MASONRY MIX TOOLED FLUSH WITH SHOTCRETE (COLOR TO MATCH CONCRETE) POOL COPING '24" LENGTH MIN. 1/8" BULLNOSE CONTINUOUS TOOLED EDGE. '-1/4'; WELD TO #3 REBAR EVERY 36" MIN. STANDARD STEEL SEAM WELDED PIPE WALL THICKNESS 4 Q ° °d' 4 Af 4 ° NOTE: PRIME STEEL BEFORE INSTALLATION STEEL PIPE COPING VARIES AFF CF[ TI(1NC G(1R UATPOIAI VARIE: Bleyl & Associates _EARANCE. 12 SP3.2 OVERLAP BAR #3 REBAR 24" MIN Ill�i�lll,�.l POOL COPING BOND BEAM -2" POOL TILE (6"x 6" x 1/4"). SET TILE IN MORTAR, ALIGN TILE FLUSH WITH SHOTCRETE SURFACE. BLEND THIN SET MORTAR WITH LIQUID POLYMER 0'-6" ADMIXTURE. COLD JOINT 24" LENGTH MIN. INSTALL FLUSH W/ CONC. TYP. GRIND CONC. IF NECESSARY 1/8" BULLNOSE CONTINUOUS TOOLED EDGE. x 2" x 3/16" a ,-2„ STEEL SQUARE A TUBING. (TYP.) ° 4 ° ° 4 ° 4 ° 4 4 #4 REBAR WELD TO d TUBING EVERY 36" MIN. OFFSET HORIZONTAL AND °. ° VERTICAL EVERYI8" MIN. 24" LENGTH MIN. NOTE: PRIME STEEL WITH WITH MIRROLAC-WB INTERIOR/EXTERIOR WATERBORNE DTM FLAT PRIMER OR EQUAL BEFORE INSTALLATION. PAINT EXPOSED STEEL WITH MIRRORLAC-WB HIGH PERFORMANCE ACRYLIC INTERIOR/EXTERIOR WATERBORNE GLOSS ENAMEL OR EQUAL AFTER INSTALLATION. 15 SQUARE GRIND EDGE P3.21 SCALE: NTS POLISHED BLACK GRANITE SLAB 4" THICKNESS. 1/2" BULLNOSE AROUND Al I 1=YP(1Q1=n Gll(2CC 1/2" BED OF MORTAR MASONRY MIX TOOLED FLUSH WITH GRANITE AND CONCRETE SLAB NOTE: CONTRACTOR TO SUBMIT SAMPLE OF GRANITE PRIOR TO INSTALLATION 18 GRANITE LEDGE SP3.21 SCALE: NTS OVERLAP BAR #3 REBAR 24" MIN ..' -6" a O q [J Frill-(1=�i1�i i � I—III—IIII 11= 13 SP3.2 16 SP3.2 19 P3.2 i I I� I I li BOND BEAM 2.5" ID SCH 40 BLACK STEEL PIPE COLD JOINT INSTALL FLUSH W/ CONC. TYP. GRIND CONC. IF NECESSARY 2" x 1/4" FLAT BAR STEEL (TYP.) 4 4 Q .d .4 4 4 a p 4v d ,I 4- ]k 4 a II� o #3 REBAR 4" LENGTH MIN. @ 12" OC 4 all) A WELDED TO FLAT STEEL BAR TIED INTO REBAR GRID NOTE: PRIME STEEL WITH WITH MIRROLAC-WB INTERIOR/EXTERIOR WATERBORNE DTM FLAT PRIMER OR EQUAL BEFORE INSTALLATION. PAINT EXPOSED STEEL WITH MIRRORLAC-WB HIGH PERFORMANCE ACRYLIC INTERIOR/EXTERIOR WATERBORNE GLOSS ENAMEL OR EQUAL AFTER INSTALLATION. FLAT STEEL BAR GRIND EDGE SCALE: NTS HERRINGBONE PATTERN BRICK STAMPED SHOTCRETE SURFACING: USE BRICKFORMO HERRINGBONE NEW BRICK BUTT JOINT STAMP. BRICKFORM® QUARRY RED COLOR HARDENER AND BRICKFORMO ANTIQUES FORM RELEASE TO BE APPLIED PER MANUFACTURERS RECOMMENDATION PRIOR TO STAMPING. SAMPLE TO BE SUBMITTED FOR APPROVAL, TO OWNER AND GRINDLINE, PRIOR TO STAMPING. BRICK STAMP SHOTCRETE SHRFANNCl PC O z Q d Y Q o w a t m z U w o uvi o a 0 w_LL. ^ M 00 r-1 z o0 <M c0 r,.� ono w w w o � 3 w O �� 1 F� z �M O 0 z a, .. z w J Q T� V) z o �I �I •� N o to N 0 It Ld d I� o�aw � r� w OWN d O 0<Q—K m Q) U 0W'00,o •� mZNN F- O N}rnrn m—I r'r"I �y a N 1) n ^ mom. O� � Q U O J O o02 Q nn� W I-+ A HW W nn W r� W U � U N ■ � � 00 CL U UJ CO O O PROJECT NUMBER 7076 FILE NAME: SHEET: 3 3 OF: 41 a z r= Q J r In a 0 s m s N O i W W U) 1-1 N 0 0 1 N 0 0 0 Y a a z 0 LLj U i Bleyl & Associates �PLAN� LANT SCHEDULE QTY. kEY SCIENTIFIC NAME OMMON NAME SIZE REMARKS TREES 11 AGERSTROEMIA TUSCARORA TUSCARORA CRAPEMYRTLE 30 GAL. 6'-8' SPR., 1 1 /2" CAL., MULTI TRUNK, FULL BRANCHING 4 PC PISTACIA CHINENSIS CHINESE PISTACHE 65 GAL. 11'-13' HT., 3'-5'* SPR., 2 1/2" — 2 3/4" CAL., 17 QV QUERCUS LIVE OAK 65 13'-15' HT., 6'-8' SPR., 3"-3 1 /2" CAL. FULL AND EVEN BRANCHING, VIRGINIANA GAL. MATCHING, STRAIGHT TRUNK 6 UA ULMUS CRASSIFOLOA CEDAR ELM GAL. 65 11'-13' HT., 4'-5' SPR., 2 1 /2" - 3" CAL., BRANCH AT EYE LEVEL RUBS 52 1 LJ IJAPONICUM_ LIGUSTRUM ILIGUSTRUM WAXLEAF 5 GAL. 24" HT., 24" SPR., WELL ROOTED, FULL POT, AS SHOWN HOSE (BLACK) J"0 GREEN ARBOR CORD, (3) T-POST PAINTED GREEN; POLES SHALL BE ANGLED INWARD AT 10' TOWARD THE TREE, TOP OF STAKES SHALL BE EVEN 2" SHREDDED HARDWOOD MULCH TOP OF ROOT FLARE TO BE 2"-4" ABOVE FINISH FINISHED GRADE CUT BED EDGE PREPARED BACKFILL MIX EXISTING SUBGRADE, UNDISTURBED COMPACTED SUBGRADE vr MATERIAL ROOT FLARE DI A., TYP. MULTI TRUNK TREE STAKING/PLANTING SECTION SHRUB SECTION EXISTING FENCE EXISTING PAVEMENT Bleyl & Associates N.T.S. 2" SHREDDED HARDWOOD MULCH PREPARED BACKFILL MIX CUT BED EDGE, APROX. 450 FINISH GRADE TURF I. COMPACTED SUBGRADE NTS 4 ut- ROOT FLARE DIA., TYP. TREE STAKING/PLANTING SECTION i"0 ' CORD, FINISH GRADE 'AINTED GREEN; BE ANGLED 1' TOWARD THE STAKES :N HARDWOOD )E CKFILL 'RADE UBGRADE NTS 8)_0�, 12 tr 12 f O.C. O.C. 6#-0„ 1 �2,— " 1 1 � �Or I _ ELAN;. 1 /4"=1'-4" �PlAL �BENCH PAD PLAN AND SECTION �"""""T""' "ERIES BENCH, PRS-127 BY VICTOR STANLEY, INC. 355-8300 CONCRETE WALK, SIM. RE: CIVIL 1 x 4 REDWOOD EXPANSION JOINT W/ G—SEAL OR APPROVED EQUAL SKATEPARK, RE: SKATEPARK DRAWINGS NOTE: ALL BENCH LOCATIONS SHALL BE FIELD VERIFIED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. - PRODUCTION SERIES BENCH, PRS-127 GREEN POWDERCOAT FINISH, TYP. MANUFACTURED BY VICTOR STANLEY, INC. PHONE: (301)855-8300 —ADDITIONAL 2'-0" FOR ACCESSIBLE PAD, TYP. OF 2, SEE PLAN FOR LOCATIONS 1 /4" X 1 /2" TOOLED CONTROL JOINT AS SHOWN WALK SHALL ALLIGN FLUSH WITH EXISTING / 6►_0„ CONCRETE CONCRETE WALK o , : •\�o� RE: CIVIL, SIM. EXPOSED AGGREGATE ��' �6 ~`'�. 1 x 4 REDWOOD EXPANSION CONCRETE FINISH e, INT W/ G—SEAL OR =EQUAL 10 �e. 1 4" X 1 2" TOOLED •' CONTROL JOINT, TYP. . o BIG BELLY SOLAR COMPACTOR MANUFACTURED BY BIG BELLY SOLAR ti PHONE: 888-820-0300 - o STEELSITES SERIES TABLE—FRST-6 (8'-0" MODEL) o STEELSITES SERIES BACKLESS BENCHES (2) FRB-6 (ONE 6'-0" MODEL AND ONE 8'-0" MODEL) NOTE' OTE � — TO FACILITATE ACCESSABILITY 3. CONTRACTOR SHALL MOUNT TABLE NOTE; . AND BENCHES IN GROUND ACCORDING TO 1. THE SOLAR COMPACTOR COLOR IS T.B.D. MANUFACTURER SPECIFICATIONS BY OWNER PRIOR TO CONSTRUCTION. 4. TABLE AND BENCHES SHALL RECEIVE 2. THE SOLAR COMPACTOR SHALL BE GREEN POWDERCOAT FINISH MOUNTED ACCORDING TO MANUFACTURER 5. TABLE AND BENCHES MANUFACTURED SPECIFICATIONS. BY VICTOR STANLEY, INC. PHONE: (301)855-8300 DALTERNATE PLAN "=1w-v CLARK CONDON 11 0 z a a a Y Q o � 0 N 0 M �J Q N z In m Ld z a d o o o rvis a O �na.M ZNMoo ono a ,� o cc► w 0 1 !n LLJ a z.-.r° to0)5 z Z Ld Od J Q tom► o ,Q) Q Ld LL. N w .� Lj LLI a. � no=Q oo o W a L,.. oN,,n�, o a -�-j `� 'OD Q N o m U Qx V) •� 6w(Cco)w Q o mz F- N}Pr"' n o � Z Q � � � I Cf) Ld 0 � -- _j U a OZ m Imo— Ld Q W • H E-� m z O C40 o v U Q Fq � E a U z � O ua & -.;?. I- A. S SO C I ATE S PROJECT NUMBER LANDSCAPE ARCHITECTURE 7076 FILE NAME: L1.02.DWG w4ot Stella Lmk Road Houston, mn 77wS SHEET: wwww��ckwkc�oonnddon.�o ,AX ''�$T 34 OF: 41 M 00 V, �o N to M x 04 O J P W W I N 0 0 U I N t0 / 0 U I 0 0 0 1 G) a Y Of n. Y z 0 F Ji Bleyl & Associates TREE ROOT BALL TREE TRUNK • IRRIGATION BUBBLER AND DRAIN PIPE FLEX PVC PIPE TEES/BUSHINGS/NIPPLE FITTINGS PLAN LATERAL LINE PVC 47 0 DRAIN PIPE — 12 LONG. INSTALL AT EDGE OF 'TREE ROOT BALL. BUBBLER HEAD AS SPECIFIED. REFER TO PLANS AND KEY. MALE ADAPTER (GREY OR BLACK) (MIPT X S) OUTLINE OF TREE ROOTBALL DRILL HOLE FOR FLEX PVC PIPE FINISHED GRADE FLEX PVC PIPE PVC NIPPLE REDUCER BUSHING AS REQUIRED SCH. 40 PVC TEE FITTING (SXSXS) LATERAL LINE CL 200 PVC. REFER TO PLANS FOR SIZE. -- 01 MOX CHECK VALVE O2 COPPER MALE ADAPTER O3 COPPER UNION Q COPPER W Ell Q COPPER PIPE © nNSH GRADE 07 COPPER MIME ADAPTER O WAGAMON MAINLINE PIPE O PVC MALE ADAPTER Oo POW--W-CONNECTION NM -I. STALL SACK11 M► PRIDWITER AS REQUIRED BY LOCAL CODES AND HEALTH WARTIEW VEIWY LOCAL RENTS PRIOR TO NSTALJ.AWL FEBCO 850 2" DOUBLE CHECK ASSEMBLY Evolution DX2 Stainless Steel Pedestal Cabinet Installation / � Mounting Pael- Pft PFfX ff min ronrre e pad bpvetpd P SIPS 1.5' 1 Ppdpstal Mounting mpralt with top closed Mounting Tpmplate providpd for easy installation .5' Dia. Bolt Holes-4 Places Item Description A. B 2' conduit - station wiri C 1' conduit — communicat D AC power conduit E conduit — sensor whin F External antenna G Grounding rod Bolt and Conduit Layout 9 Dn ( 30�� � LENGTH OF O2 WA7ER PROOF CONNECTION (1 OF 2) 3OCARSON-BROOKS 1rx18' RECTANGLE OR EQUAL U4 FNISH GRADE @REMOTE CONTROL VALVE: RAIN BIRD PEB B@ RICK (1 OF 4) @PVC MAINLINE PIPE @PVC LATERAL. PIPE RAIN BIRD PEB SERIES VALVE 10" VALVE BOX 'CARSON-BROOKS 910' OR EQUAL GRADE BALL VALVE LINE SIZE -f- PVC MAINLINE PLASTIC BALL VALVE (LINE G RAINMASTER EVOLUTION DX212 ZONE CONTROLLER Bleyl & Associates Q 10' VALVE BOX 910' OR EQUAL Q FINISH GRADE ® CLINK -COUPLING VALVE RAIN BIRD MODEL 33ORC 40 STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® BRICK (1 OF 2) PVC SCH 40 ELL ® PVC SCH 40 STREET ELL 09 REBAR STAKE MATH ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® PVC SCH 40 STREET ELL © PVC SCH 40 TEE ® PVC MAINLINE PIPE RAIN BIRD 33DRC QUICK COUPLER HUNTER WIRELESS RAIN-CLIK r RAINMASTER EVOLUTION DX2 RADIO ANTENNA D TO BRAY. ml Ali I DTRFCTTIN 11F FI T1W —> I RAINMASTER EVOLUTION DX2 FLOW SENSOR i Chuck Puccio, Inc. DOMW & CM ft T� t m"W LI b"4p 4i 313231aarinoliar Ta bWLTx77375 OMm PSI) 2554W 2 Cab (n3) %24M 1 CLARK CONDON ASSOCIATES LANDSCAPE ARCHITECTURE w4m Stella U* Road Houston, Tom 77mS m 713.8T1.W4 Px M87 O888 www.darkoorldon.com Ing lima 1b zm I z a Q Y Q o Q N M O z W ¢ z m U z Q Q O vvi o o a OLi x 0) n a-r) ao V)(1 ZNM0 W aWM ro ito I'-6i o It w W Ef z.-.M Z U Urn Z O u W J U) ¢ Z O N LLI Q o 0 a) N W C W a. p� � NDOQ O v C �ODaLL_ W O 1` ,n 0) ¢ O tV '4- O (gym N ¢Xm0 N ��- CO x O mzNQ) F- N0) �� 03 28 1 p♦ o Q w ^ O V2 LLJ Q F H m � � W OrA� z O a � �0 v I— Q �D v ON. c� N N V V1 o o X Ua V / )AII%WI0 PROJECT NUMBER 7076 FILE NAME: L2.01.DWG SHEET: 35 OF: 41 Z w w 0 z 0 z } Ix a 0 0 J a w 0 z w C9 J Q H w I O r Y Cn U O U 0 i 0 0 0 n Bleyl & Associates -f- WARNING 1.5' TEXAS LA PRACTICE LIMITS T MUNICIPAL OPERATES V (CHAPTER 75, CIVIL AND REMEDIES CODE) IE LIABILITY OF A rY THAT OWNS, OR MAINTAINS A FACILITY IN WHICH HOCKEY, IN -LINE HOCKEY, SKATING, IN -LINE SKATING, ROLLER-SKATING, SKATEBOARDING, OR ROLLER -BEADING ARE CONDUCTED FOR DAMAGES ARISING DIRECTLY FROM SUCH RECREATIONAL ACTIVITIES. SIGN NOTES: -BACKGROUND: WHITE -LEGEND & BORDER: RED -TEXT: ARIEL, SIZE AS NOTED SIGN DETAIL SCALE: NONE ^' ` Bleyl & Associates 0 J z Y IQ a a IU Q i REMOVE 12' EXIST I CURB & GUTTER O , FACE OF CURB EXISTING CURB & GUTTER I l \ EXPANSION JOINT AMBULATORY RAMP EXISTING ACP -------------- PARKING LOT ---- ( t t I I i I i L---------------- - -- 6" -1 #4 REBARS ® 12" O.C. EMBEDDED A MIN OF 12' INTO CURB & GUTTER SCALE: NONE 6' ----------------- 12:1 - #4 REBAR ® 12" O.C. RAMP SECTION A —A SCALE: NONE PROP STREET COURSE EXPANSION JOINT PVC CAP ON ENDS `—PVC SLEEVE (6") _OOSE PVC CAP ON ENDS SInFWAI K SLEEVE (6") IRRIGATION SLEEVE DETAIL SCALE: NONE STREET 0 z a rn a Y Q O O - Q ui N '5 m Z H � U v Q W Q 0 U N G 0 d tl am>pQ- F HEd w 0: ow-0 Bleyl & Associates SELECT FILL UNDER DRAIN SHALL BE WRAPPED WITH FILTER _ FABRIC — 3" CRUSHED GRAVEL BREAK -CONTRACTOR SHALL BREAK BACK EXIST. CONCRETE 2' EACH SIDE OF PIPE AND EXPOSE REBAR -CONTRACTOR SHALL REMOVE ONLY NECESSARY REBAR TO ALLOW THE INSTALLATION OF THE HDPE PIPE -CONTRACTOR SHALL POUR 6" CONCRETE COLLAR AND TIE INTO WALL WITH #4 REBAR STIRRUP AT ALL LOCATIONS OF EXIST REBAR EXIST CONCRET J PROVIDE Cr OVERLAP FA iih ' I \,_ 6" PERFORATED PVC PIPE liE UNDERDRAIN DETAIL SCALE: NONE PLAN VIEW LIMITS OF EXCAVATION PER GRADING ST. CONCRETE NDWALL STRUCTURE _LAR SEWER PROP. CONCRETE F/— #4 REBAR /— PROP. 4" CONCRETE COLLAR Q Q ')/ 0 E� O 0 0 o 0 lo o CO-x O 0 0 0 CROSS SECTION VIEW 0 0 0 0 {IST REBAR REMOVE EXIST REBAR HEADWALL CONNECTION DETAIL SCALE: NONE N' _ Bleyl & Associates 2' MIN 2' MIN CLEAR CLEAR ZONE ZONE 5' —1 8' PGL I W OM410 CONCRETE 5' 8-12" 5, 5" PVC RIPRAP LIMITS OF CEMENT STABILIZED BACKFILL CROSS SECTION SIDEWALK ./ STREET PATH CENTER LINE 2' MIN v r 2' MIN CLEAR CLEAR ZONE 5-18' ZONE » \ — — — — — — — — — — - - - — — — — _T - - - -t- _� . ......... 5 CONCRETE FLOW I _' 33' RIPRAP - -- --- -- �- 5" CONCRETE RIPRAP 5' � V I � 59 LIMITS OF CEMENT STABILIZED BACKFILL SINGLE 8" PVC PLAN VIEW STREET PATH CENTER LINE 2' MIN V 2' MIN CLEAR CLEAR ZONE 5-18' ZONE ----------------------------- T FLOW 3 -------------------------- -- ----FLOW - --- 3, - - - - - - - - -�----------- �- 5' 1---w— v I � 59 LIMITS OF CEMENT STABILIZED BACKFILL DOUBLE 12" PVC PLAN VIEW CROSS CULVERT DETAIL SCALE: NONE 3' 6' 0 z a Q Cn a Y cc Q O W N v Q z Z W gym' U O U v to Q o w o w a a a a m F n N W a w V X U) IN Q OF aCj G. C5O UU +j f-owx uin=� W ZNO.� -�-� 00 roo ., t0 WXMM o~^o c0 LL- • � i� �� w * (� V `V Z CY)M uj Z 0V My rn z w J V1 0 Cn Cn N o w 0 •� N w w a O V)NZOX M ON �!� OM<l in0xv- U OW06o nX�E . ONQrn M; W s"' F•�1 n>-rnrn � m w � Q x `—i �o H 0 o(a PA 0 a w o W U U � 04 oN U 0 U o V O 0 • 9� DAVID L. BESLY 8187, �sS/ONAL .4-PROJECT NUMBER cam. 7076 .E NAME: 7076-DETAIL.DWG EET: 3 7 OF: 41 CROSS SLOPE 8' TYP NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REOURRED OUTSIDE OF THE SIDEWALK. CROSS SLOPE 2X MN. CROSS SIDEWALK IN 2X MAX-- IX WL E-- ♦ Y � GK i • { t. !' PER TAS STANDARDS SIDEWALK SLOPE REQUIREMENTS SWI-00 4"x4"x3/16" STRUCTURAL STEEL TU M O.C. O.C. MAXIMUM �12" O.C. O.C. URAL \_S4"TEEL xjlRIMlf' gTRUCTU16- RRAL \Lrxrx3/STRUCTURAL STEEL T TUBING TUBING E CONNECTION DETAIL TYPICAL PEDESTRIAN h- BOLT CONNECTIONDETAIL SW1-01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYOROMULCHEO AND WATERED LOITLGROWTH IS ESTABLISHED. N DEVELOPED AREAS INHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SOODEO WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TOE THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTAILGSHEO AFTER CONSTRUCTION LS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SLT AFTER EVERY RAN. NOTES: L SIDEWALK PLACEMENT SHALL BE N ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FNISM LIGHT BROOM FINISH. JOINTS TO BE TOOLED r DEEP AT AN INTERVAL EOUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 0 40.O.C.,CONTRACTION JOINTS 0 4.O.C. 3. DOWEL N AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, &LET BOX, CURB, AMTION BOX. ETC.) WITH •3 x 12" BARS 0 12" O.C. OR 04 x 12- BARS 0 18" O.C. 4. COMPACTION: COMPACTED SURIGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98X OF MAXIMUM DRY DENSITY AS DETERRED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0.4X WET OF THE OPTIMUM MOISTURE CONTENT 5. A MMANM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR D V4- R V2" 0 X >d".12" O.C. } 3/4/-(COATED AVY GREASE) 3•-0" MIN. 5'-0" VARIES--j 4" .- 2X MAX. RECYCLED MATERIAL. V2" SEE NOTE 4 THICK AS MANUFACTURED 1/rLONG METAL OR PLASTIC CAP. INSIDE BY J.O. RUSSELL CO. Olt DIAMETER TO BE Vtb" GREATER THAN APPROVED EOUAL DIAMETER OF DOWEL BAR. CAP MUST 83 BARS a 12" O.C.E.OR STRENGTH CONCRETE BE LONG ENOUGH TO COVER 2-OF DOWEL AND HAVE STOP SO END OF •4 BARS 0 18" O.C.E.W. STRENGTH 3000 psi CAP IS r FROM END OF BAR. 0" THICK MIN.) SEE FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STREETS M 1XVV11"IN JV11N 1 SAWED OR FORMED. VS" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL. MN. 318" R CE4.. SIDEWALK CONTRACTION JOINT MN 8" NT�IILL J�OOITS MAX 24" CONIC. SIDEWALK 3-V2" 4" 7.5" .sue �.,*••r .*. 1 6- 1 r MAX.SAND LAYING COURSE .SA RA D PAVER MATERIAL SIDEWALK PAVER SECTION T MN. 6'-0" �VARIE 2X MAX• 1 SEE NOTE 4 •3 BARS 0 12" O.C.E.W. OR 28-DAY CONCRETE •4 BARS 0 18" O.C.E.W. STRENGTH • 3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER A��E ,fig T PARARER RAEiEO 8'-0"T VARIES ---'I RIAL 2x MAX SEE NOTE 4 SEE NOTE 3 28-OAY CONCRETE •3 BARS 0 12" O.C.E.W. OR STRENGTH a 3000 psi ■4 BARS 0 18" O.C.E.W. (4" THICK MIL) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER SW 1-02 .. VARIES _ T ' «« VARIES r ' VIES NPLACEM N HGRATE A�OVEE0IN 0 EQUAL GREEN SPACE .... .!• � ®.S.' A,'�f, 6• • •... SOEWALKSOEWALK .•.:. A' /II; •- .. . a •• • .. • •. ' • W 6" .� �-No. 4 OARS s. r OETECTAILE •; DETECTABLE 6' VARIES \ ` Y •' WARNING \ J I (Ty91 SUIIFACE \ PRXERTY LeE IN,\ _ � PROPERTY IN, TRENCH GRATE MAY NLY K LOWE RIO WITH O PRAPPROVAL \ $ FROM THE CITY ENGINEER AND •: WHERE THERE 6 NO OTHER STORM SEWER SYSTEM s« 22LS' Cl/M RIORHSI \ GROSS SLOPE NOT TO EXCEED •• x \ 22 OR !E LESS THAN R SI ANY \ ; "ZLW (W UM �I \ PORi10N OF RAID OR TRANSITION TO STREET I•S'' �M RAOU51 1 XGXIM C C SLOPE NOT TO EXCEED I •. K LESS THAN W ON ANY PORTION OF RAMP OR TRANSITION ' . .•� TO STREET Isometric View 51/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION SW3-00 RAMP AT STREET INTERSECTION Sw3-01 TRENCH GRATE Sw3-02 *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 2X OR BE LESS THAN IX ON ANY 2X OR BE LESS THAN tX ON ANY 2X OR BE LESS THAN IX ON ANY TPO STREET RAMP OR TRANSITION / PORT OF RAID OR TRANSITION / PTO STREETTOORTI NE F RAMP OR TRANSITION / PROPERTY / RTY / PROPERTY �LNINEE DETECTABLE T E LINE RNING/ / DETECTABLE �LeiGIEE WARNING/ / w RIVING LE e' sIDEWALK SURFACEi� - •H SURFACE �� -- - SURFACE RAMP* 6• SIDEWALK ,j ':• s' SIDEWALK : w 1:>Z SLOPE 3• EXPANSION JT.1, 3• EXPANSION JT.6 SMOOTH OWL BAR. SMOOTH DOWEL BAR. EXPANSION JT. i 1/2- OWX 16". WITH 1/2" OIA. X 16". WITH CAP O 12- O.C. CAP 0 12" O.C. BACK SMOOTH DOWEL BAR. BACK (COATED W/HEAVY OF CURB Vr OWL X 16". WITH OF CURB 6' MN. (COATED W/HEAVY OF CURB V MIN. GREASE) • MNIN. CAP 0 12" O.C. 6 EGREAS) IE w/AVY 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 SW3-05 t4 O < LANDING DETECTABLE WARNING SURFACE 4.. MIX AND USUAL 6- W. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 .� .� LorHdxHq i� 4" rMax and Uftol Detectable wwr& q surface (Domes to run porolN to pedestrion travel) Side two (Tvoica) 6" mie Face of 10" max curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RI SW2-01 LAxNONG 4 4 Face of (TYPICAL) 4' RAMP WIDTH (TYPICAL) curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES L CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE 1. ALL SLOPES ARE MAXIMUM ALLOWABLE, THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES. STILL ORAN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE NCLUOINC SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE. UNLESS SPECIFIED ELSEWHERE N THE PLANS. 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIAW 2X SLOPE N ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 3. ALIGN TRUNCATED DOMES N THE DIRECTION OF PEDESTRIAN 4' X 4' WHOLLY CONTAINED WITHN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2X. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. EITHER BECAUSE THE ADJACENT ASURFACES SHALL BE A MINIMUM OF 24" & LNG 5. DETECTABLE WARNING S SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE R DEPTH IN THE R OF PEDESTRIAN TRAVEL. AND EXTEND THE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE. PROVIDE FLARED SIDES. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION. DESIGN. LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND N THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LIME IS A MINIMUM OF 6- AND A STANDARDS tTAS) AND 16 TAC 668.102. MAXMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7.TO SERVE AS A PEDESTRIAN REFUGE AREA. THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' WDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH( THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE. PRECAST POLYMER CONCRETE. 8. CROSSWALK DIMENSIONS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE N THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REOUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS.OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN N PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 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. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED IOZ MEASURED ALONG CURB LINE. r,2-. GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936. C-33. LAY N A TWO BY TWO -� UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT O O O O Land" DETECTABLE WARNING PAVER UNITS USING A POWER SAW. Ir �� O a. NO.3 REBAR AROUND PAVER INSET Ir Detectable warring Dover rxth trunccCsd 4" Max some surfoce TIDE ErAA81,EDWARN PAVER WITH TRIJNC TEO ACE DETECTABLE WARNING PA VF.R orw U �s REoONuaEo'10iNT r MORTAR BEO - L CONFORM TO oJA A Ibre SIDE FLARE APPLICABLE SPECIFICATIONS it tTypic01) CONTROL JOINT PERMISSIBLE \_Foce of Curb TRUNCATED DOME PATTERN CURB RAMP DETECTABLE WARNING PAVER MIN. 4" No. 3 REBM AT 18" (MAX.) ON -CENTER BOTH WAYS TMSMA CO10 �TL&jWORM SECTIONA A SW2-03 N z 0 Ln w o � H w Q � H � con a w z � z � F con CITY OF BRYAN The Good Life, Texas S111e.` DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE 8 W SHEET 1 OF 1 O.D. • r-O" I MIDI. S•-&* 6- TYP. -- I _1 �6"TYP. 1 EXTENSION---- 4` , — J 1 A� -- I ❑a� -_ - ., �A CURB LIE WHEN RECESSED INLET CONCRETt3' RADIUS E I I OOI GUTTER /717 RAM 2''0" MIN. ARE 28-DAY CONCRETE 6" 24' WARP PAVEMENT SURFACE TO THROAT OF INLET SEE � SEE 1- ® � STRENGTH ■ 3000 psi PLAN 3•-s- PLAN VIETY s-OAY CONCRETE STRENGTH • 3000 ps( •4 BARS 12- O.C.E.W. O.D. • 6- MN. 1 , SIDE WALLS 6- TOP 6 •4 BARS. 6" O.C.E.W. A STO. CAST RGN MANHOLE COVER �- BOTTOM SLAB 1 TOP OF CURB TOP SLAB � AND FRAME SECTIONAA ' EXTENSION ;\ �, NORMAL GUTTER LINE '^ ' P - h i1 �' ` -''► DEPRESSED GUTTER LINE LL � 6- SIDE WALLS _ — — — _16" •4 BARS 6- O.C.E.W. LgT� SHING TYP. TOP 6 BOTTOM SLAB CONCRETE FILL A� •4 BARS 12- O.C.E.W. SECTIONA A SIDE WALLS • BOTTOM SLAB ELEVATION SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D 1-00 D 1-01 A 3/4" 3/16" 7/16-Ir 28-DAY CONCRETE STRENGTH. 3000 psi di. _ - - - _ _ - - - - - - -,_-- �-I , 2" I I•--_2T'-": Af RUMORS A - - - - - - - - - - ��------ VIEWA A A � MAIN A MEMBER4- CONCW] BARS-- ' -- STRENGTH •- 3000TE E-DAY + ' _J I LINE 1 1 I _ _ t2) J/4" OIA HOLES OR RE ROD - 1 v _ , 1 \11- 0. • 6" STO. CAST IRON MANGLE S E COVER AND FRAME N STREETS 28.DAY PLAN , (2) 314" /A (30" 01A.) CONCRETE STRENGTH ■ 3000 psi A CROSS SECTION PLAN PLAN MNSIUi DISTANCE BETWEEN TWO PIPES F� Amp w% 2AppROp�ATE O.D. • 6" MIN. Ir TO 36" • 1r APART dTY0T1ITLE A OON•T ITT Or slaw POLLUTE JJ tMu1NS TO A 14 BARS Ir O.C.E. 6" TOP BOTTOM SLAB • 14 BARS it O.C.E.W. I •4 BARS 6" 0C.E.W. 18" OR LARGER - 18- APART SIDE WALLS SIDE WALLS , 0.0.• 6" MN. , TOP i BOTTOM SLAB •SIDE WALLS RIVERS I ' - - I + + + + LARGE MOUTH BASS L 1 6- TOP & ' BOTTOM WALLS - - - - - f 6" TOP 0 0. • 6- O VARIES O F ` NMI.3' + 3/4- FLAT2) PLACES�THIC A�� 3" MN. EACH SIDE 6- SIDE WALLS � - - cSEE NOTED BOTTOM SLAB �p� •4 BARS 6- O.C.E.W. TOP i BOTTOM SLAB SECTIONA A •4 BARS 6" O.C.E.W. s" 5IDE wALLsL TOP 6 BOTTOM SLAB T T T 6" SIDE WALLS I CITT OF COLLEGE sf� I01 A L�� �� o Alm To A SECTIONA A SECITIONA A V" F AT F o COTIiC 2 w/ T�pTY TITLE STORM SEWER DOUBLE BARREL INLET TROUT LOGO JUNCTION BOX GRATE INLET PLATE D 1-02 D 1-03 D 1-04 D 1-05 kdlr:oi: 40 N COVER FACE THICKNESS AS - DESIGNATEO ON PLANS OR AS DESIGNATED ON PLANS •3 BARS a Ir O.C.E.W. f/t MN. 18" TOE WALL T 0 TESBE CONSTRUCTS AT BEGINNING k END OF CONCRETE �TTT TTTTI DITCH CHANNEL 6 RIP -RAP SECTIONS. s. ,, s' 2 VARIES J rl ", H/3 WHEN •— —+— —• H-4'OR MORE IL WEEPHOLEDETAIL 28-DAY CONCRETE STRENGTH- 3000 psi CONCRETE CHANNEL LINING 1-3/8" --►j L _1 Y —I 7/16" -04 1— 1-1/4" PICKHOLEDETAIL COVER FACE COVER BACK MANHOLE RING AND COVER r-o" r-6- 6"j L HEIGHT VARIES WEEP HOLE V3 HEIGHT MINIMUM WIDTH DRAINAGE EASEMENT �ts�•/MIN. s' MIN. �1 rMAy x. 1-1/2 r MATI . 1 12"X12" GALV. HWO. CLOTH 1/4- MESH W/GRANULAR MMATERIAL *MAXIMUM SLOPE 4' MIN. TYPICAL LINED CHANNEL SECTION RMYA• Sm aP FAKOr I/ MIDALCH STANDARD CHANNEL SECTION •3 BARS 0 12" O.C.E.W. 4 1 4'-0" D2-00 THICKNESS AS DESIGNATED ON PLANS •3 BARS 0 M3•' O.C.E.W. I.- r-O" s OR AS DESIGNATED �•I` ��'-� -g ON PLANSHEIGHT z 6" o_ VARIES to HATCH IL ELEV. 1 ,l . WEEP HOLE ��. 1/3 HEIGHT ui U -- 12-X12•• GALV. HWO. 0- TO 36" AS CLOTH V4" MESH DESIGNATED W/GRANJLAR MATERIAL. ON PLANS s.J L NOTED WL 18" TOE WALL TO BE CONSTRUCTE AT BEGINNING I& END OF CONCRETE DITCH CHANNEL 8 RP -RAP SECTIONS. s s s' s• 2- 0 — WHEN H•414' OR MORE 28-DAY �CONCRETE - STRENGTH ■ 3000 psi UE"HOLEDETAIL CONCRETE RIP -RAP D2-01 ■3 BARS O 19" OR AS DESIGNATED ON PLANS THICKNESS AS HANDRAIL DESIGNATED ON PLANS :.E.w. jam- r-0" SIDEWALK �S L•J D2-02 -�' B"-.� vVARIIEES MATCH IL ELEV. 1 ,�'( 26-DAY CONCRETE (.l ISTRENGTHm 3000TOE WALL TO BE CONSTRUCTED psi 18'• TOE DOWN MS" TO 36" AS NOTE= ART" BEGINNING >M END OF CONCRETE (ALSO AT DESIGNATED ON PLANS LINK 6" FLUME ENDS) J L DITCH LRP-RAP SECTIONS CONCRETE SIDE SLOPE PROTECTION D2-03 28-DAY CONCRETE STRENGTH ■ 3000 psi STANDARD FLUME SECTION EXPANSION JOINTS AT 60' O.C. 6" (TYP.) •3 "U" BARS ­4 I 9" 1PER BLOCK DISSIPA TOR BLOCK LOCATION PROVIDE RP -RAP ROCK (MIN. 20 I.B. PIECES) Q'• er DISSIPA TOR BLOCK 1 _ I — — G" r �' 30• •4 BARS 12- O.C.E.W. 6" 24" WALLS. BOTTOM SLAB 6 TOE SECTIONA A PLN 28-DAY CONCRETE STRENGTH- 3000 psi MINIMUM DISTANCE BETWEEN TWO PIPES 18" TO 36" - 12" APART 48" OR LARGER - 18" APART A TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS I D3-00 D2-05 FRONTELEVAIION I tr MIL I I I I 1 I I I 1 I I I 1 F I 6A1lS 8AR5 K• \-M G PLAN VIEW GENERAL NOTES ALL EVOSEO COWERS SHALL R 0141FEREO 3/4-. KWORCMNG STEEL SCULL K PLACED ION THE CENTER OF THE OUTSIDE LAYER OF BIBS r Few Tic SIIIFACE OF THE CONCRETE. TOTAL QUANTITIES INCUIE ONE 20 DIAMETER LAP FOR ALL BARS OVER V-0^II LENGTH. COIions To 2=1 BARS 28-DAY CONCRETE STRENGTH ■ 3000 psi C IF Oi-Os b� iS E BARS A-/ 4- kOLJ BARS T BARS E PRDYBE A Ir FOOTIIC AS SNONN cwHHEREE REOM TOp AINT N PIMA• f00tAiCf Stlll� OADDEOyOFTOm 0101111115 SIIOIIL SIDE ELEVATION SECTIONA A PpOYbE IP•RAP ROCK - - NUML 20 L8. FECES) CONCRETE HEADWALL FOR 2 PIPES I El D3-01 SELECT MATERIAL r. . • ... MATERIAL EXCAVATED FROM THE DITCH. (WHICH IS FREE OF ...d.a;. ROCKS. LUMPS. CLODS. OR OEM LARGER THAN TWO (2) INCHES N THE LARGEST DIMENSION). COMPACTED TO A •` MINIMUM OF 9OX OF MAXIMUM DENSITY AS DETERMINED BY 2- MN. COMPACTED CEMENT STABILIZED ASTM 008 (STANDARD) AT A MOISTURE CONTENT WITHIN SAND. 1-1/2 SACK/CY (PUGMILL OPTIMUM TO •4X OF OPTIMUM UNDER NON-STRUCTURAL ONLY). SPADE BY LIFTS INTO AREAS fie ... YARDS. PASTURES. EASEMENTS) AND TO A PLACE. TO FILL ALL VOIDS MOO" OF 98Z OF MAXIMUM DENSITY AS DETERMINED (4" .) AROUND PPE. MANUALLY BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE AT OPTIMUM OPTIMUM TO •4X OF OPT*" UNDER FUTURE STREET AREAS. PIPE* MOISTURE. *PE MUST DESIGN TRENCH DETAIL SITE SPECIFIC FOR HOPE PPE. HOPE PPE IS NOT TO BE THE TRENCH BOTTOM SHALL BED 8" MIN./12" MAX. USED UNDER PUBLIC STREET GRADED SO AS TO PROVIDE UNIFORM PAVEMENT AND CONTINUOUS SUPPORT FOR THE' CEMENT STABILIZED SAND AS PPE BARREL BETWEEN BELL HOLES. A MINIMUM WILL ALWAYS BE REOUIREo. BEDDING AND TRENCH FOR REINFORCED CONCRETE PIPE D�p2 CITY OF BRYAN The Cood Life, Texas Stile." DRAWN BY: C. L. M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: ID) SHEET 1 OF 1 NOTE: GENERAL NOTES= to 1'1�24"L VALVE EXTE TO BE USED 1' SHALL BFINELY E PLACED BY HMO. HMO COMPACTD EARTH FREE OF ED AROUND AND CLODS EXCEEDING IRON PIPE 6-D X CO x 6" p �� MEET ROM 28.OAY CONCRETE TO A DEPTH OF 12" OVER THE TOP OF TFIE PIPE BEFORE BACKFLL IS BEGUN STANDARD FIRE GATE V STRENGTH .2000 psi WIN •4 BAR AROUND 2. AL VALVE OPERATING N)_ I BY ANY MECHANICAL EQUIPMENT. WATER LINE W/VALVE Box -__ ALL VALVE BOX. XT gN15S T `�!uAOE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH 2O00p�"AS 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SOUARE FEET OF REOUIREQ + o AND PTEE__I,E WITH Two t. COATS NT METH. PANT. BEARNG AREA OF CONCRETE ON UNDISTURBED SOL. OR AS DIRECTED BY -COPPERHEAD SNAKEPIT TEST THE ENGINEER. TEROR SE 0 VALV RE Ex y STATION (LIGHT E� TY) OR 3' OFT tU FOOT LtA 1�UM 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HASAPPROVE AS 4. VALVE BOX LIDS LOCATED ON VIEWA -A VALVES TO ISOLATE FIRE REACHED 7 DAY STRENGTH. 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL WILL HAVE FULL REQUIRED � 1 KART ; ON THE FIE GRADED TRENCH BOTTOM. BELL HOLES SHALL SUPPRESSION LINES FROM PUBLIC BE CUT FOR EACH BELL AND FIRE HYDRANT. WATER LINES SHALL BE A Pro USA.LL562 LOCKABLE LID. 6. ALL FITTING SHALL BE MECHANCL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 900 BE 7. HYDRANTS SHALL BE LOCATED NO CLOSER TWIN 3 FEET MEASURED FROM STANDARD FIRE HYDRANT GATE VA�,VE THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. w/VALVE BOX COPPERHEAD SNAKEPHT TEST VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS. STANDARD FIRE MORAN � STATIOND(LIGHTAL TY) OR EXTENSION AS NEEDED EXTENSION WITH souARE A NUTAPPROVEA A FINISHED CRAPE + ; CENTERING COLLAR. WTO X. FROM TOP OF BO E BURY LIE AS RE A FIRE HYDRANT LOCATION r SouARE AWWA NUT EXTENSION WITH TOTE COLLAR. ; ; REALIGN AS NEEDED FROM TOP OF BOX. 6- i OR CCO90 � I o wir vK E 'r S E VALVE om N smTS COUPLING AWWA C900 W/STTAINLESS TE - PRESSURE PIPE STEEL BOLTS BL PEA GRAVEL FILL 24" X 24" X 6" 1 INSULATED PVC OR 0.1. PIPE ,WEEP TO 1 FT. ABOVE HOLESTRENGTHH TE o.. ^14 a 2000 psi I CO PER TRACER THRUST BLOCK WITH •4 AROUND WIRE w/ALL SPLICES I' ALL VALVE BOX. MADE usING`: - - APPROVED WATER TIGHT CONNECTORS TEE OR TAPPING SLEEVE i VALVE CHANICAL JOINTS I BLOCK USING >Z"x12"x4" T CONCRETE BLOCK AS DIRECTED. AS REOUIREO ROTHSE T W ETAINERWIEWA BLOCKP -A MIN DIMENSION APPROX. OR MEGA LUGS 6- X 1r GRADELOK EOUAL TO ONE BAG OF W/M.J. SPLIT GLANDS SACKRETE BLOCK AS DRECTE (ROTATE TO FINAL GRADE) OPTIONAL GATE VALVE &BOX STANDARD FIRE HYDRANT ASSEMBLY VALVE OPERATING NUT EXTENSION 71-00 2" SOUARE x 2" HIGH AT 0105i'l) OR ST TRACER I NS LATION '- EEN IEL PAINT OPERATING NUT K FER T TE CT 09 03 12 c �E /Agypp �gg S AT VEOLIO UALOU I IT TEST GROUND LEVEL E vR PLA?E -w S 90• CUT -OUT i" DIA STEEL ROD SOUARE SOCKET 2" DIA INSIDE 21/4- DEPTH TWO T W 41/8" MIN WALL ITHER�FT�� L THICKNESS) A TC EDGE � BOl GATE VALVE EXTENSION DETECTOR TAPE MIN. TYPICAL UTILITY PIPE % pIRA IEF Y�TNE PIPE /�M EO y AtINI�TERVEALS. TO THE rrl: AT W1-01 UTILITY PIPE LOCATION MATERIALS UNDISTURBED DIRT END OF LINE :AP/PI.UG EOOIIG SAND END OF LINE BLOCKING 3-00 NOTE= I. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOL TO 6- ABOVE MO ON BOTH W/S.S. HOSE CLAMP SIDES OF COPPER PIPE. 2.PAYMENT FOR BD ITEM OF "AR RELEASE VALVE" AR RELEASE/VACUUM SHILL INCLUDE ALL MATERIALS. AS SHOWN N BREAKER VALVE DETAIL. NCLUDING MAIN LIE TAPPING SADDLE. VALMATHC MODEL 101(r) 3. PIPE SIZE SHALL BE r OR r. OR MODEL t02 tr) OR 4.SIZE OF LIES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL THE ENGINEER HOT -BOX POLY ROX MODEL PHRitr)WITH HEAT OR MODEL PHR2 (r) WITH HEAT OR APPROVED EOUAL 4- % Y X 3' CONCRETE PAD (FOR r PIPE 4- X 5' x Y CONCRET PAD (FOR r PPE) IRON PPE THREAD COMPRESSION FITTING AND BALL GATE VALVE11 TYPE "K" COPPER TUBING TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 NOTES: L FURNISH AS SHOWN ON PLANS BLACK AND ON ALL VALVE SIN POSTS. TEXT -� WARNING 2's� TO BE CONSTRUCTED FROM 20 GA, STEEL BAKED ON D , ENAMEL FISSH. FURNISH ONE pffm WARNING AND ONE VALVE SIGN CONTACT THE CITY AND ONE POST FOR EACH VALVE BEFORE ExCAIIATNG INSTALLOCATIED AND AT OTHER YELLOW ONS AS SHOWN ON PLANS. BACK FURNISH SAME NUMBER OF 14' REPLACEMENT SKEINS AS FOR EACH INSTALLED (OMITTING VALVE VALV NUM(NOBS ON VALVE SIGN 7- NO. SEPARATE PAY ITEM) A ' V 2- BLACK PRESSURE SENSITIVE NUMBERS I TO BE ADDED AFTER WHITE 10 BASIC SON HAS BEEN BACKGROUND. PANTED. PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 4-.0- .L 8' BLUE. HEAVY DUTY. WING CHANNEL POST 2' X W X 6" CONRTE SLAB BE METAL DETECTOR TAPE k° cRIC TAl C�I TYPICAL UTILITY PIPE DEAD END TRACER; coyLI PIPELINE WARNING SKau ° v .v v v' YX YX 6- CONCRETE SLAB MJ PLUG LINE M. J. TEE OR CROSS W1-021 W 1-03 VALVE BOX AND SHAFT EXTENSION j�-4'-0" CAST IRON VALVE BOX COVER 2' X 4' X 6" CONCRETE SLAB Fill VOW \, 4'.0" T GREATER * THAN 450 FLL� AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL 6" DIP W/RETAIMIC GLAND, 41+ AT BEND AND PLUG. FA THRUST BLOCK Y , *NOTE= RESTRAINED JOINT 6" M. J. ELL PLACED ON ` COMPACTION WITHIN LINTS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95X AND REDUCER AS REOUINEO STANDARD DENSITY PER ASTM Om IN -LINE BLOW OFF ASSEMBLY W3-Ol frJ GALV. ELL GALV. NIPPLE r REMOVE AND DISCARD AFTER USE I � VALVE BOX AND SHAFT EXTENSION 2" METER BOX WITH 1 1 EXIST. CRAPE 4'-0" CAST RON VALVE BOX COVER CAST IRON LID I 11� SCH. 40 GALV. PIPE 2' X 4' X 6" CONCRETE SLAB AFTER BLOW -OFF '\\ I INSTALL MALE DUCK AMERICAN FLOW CONTROL EXIST. GRADE CONNECTION b CAP TRENCH ADAPTER OR AN APPROVED 4- APPROVED EQUAL BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP BRASS THREAD PPE WATER MAIN BRASS ELL J TAPPED CAP TOCKING WATER s4'0lE L W3-00 NTTOH MAIN BRASS NIPPLE 2" BLOW -OFF RISER W3-03 UNDISTURBEO SOIL D INN OETIc1IL- M13-00 WITH 4" END OF LINE BLOW -OFF W3-04 NOTE -USE POLYETHYLENE WRAP OR EOUAL 0 PREVENTEEN CONCRETE FROI6MPIUM STICKING TO PLUG. �RMPQ TEE THRUSTBLOCK THRUST BLACK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 24" AND SMALLER INNER DIAMETER PPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 Psi. 4. DIMENSIONS MAY BE VARIED AS REOURED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 150OPsi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS BEND SIZE G VOLUME iA L¢L cT) cM/ go. 68- 5.0 1.5 1.5 0.9 2.7 0.4 t0.T2 6.5 2.5 L5 1.2 4.0 1.0 4 5 • 6 " 2.0 2.0 1.5 0.9 1.5 0.2 11D.12-13.5 2.5 1.5 1.2 2.2 1 0.5 8" 1.5 L5 L5 0.9 0.8 0.1 1012 2.0 2.S L5 L2 l.i 0.3 LIL222.5•6 6 V- 1.0 1 1.5 1 1.510.9 0.4 0.1 5• 110ml 1.51 1.51 1.S 1 1.2 0.6 0.1 TYPICAL HORIZONTAL THRUST BLOCK NOTES: 1. NO SPLICES N COPPER TUBING WILL BE ALLOWED 4. MATEq� USED SHALL BE AS SPECIFIED OR AN � AS PLUG (REF) O BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPRt)VEO EQUAL. FOR SINGLE SERVICE OR BETWEEN THE SERVICE 5, ALL CONNECTIONS TO BE COMPRESSION TYPE. SADDLE AND THE WYE FOR DOUBLE SERVICE. 6. ALL SERVICE WYES S EXTENSIONS ARE TO BE - 4' �•_ 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAN LIE CONSTRUCTION. TO PRESSURE T ST LINE IMMEDIATELY AFTER THE 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE STREET HAVE BEEN INSTALLED. 3. MARK EACH SE END WITH METAL "T" POST CITY UPON PAYMENT OF FEE. PANTED BLUE. 8. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER VIEW A A ; THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. DOUBLESERVICE o ONC. CURB i GUTTER 77177 ^,A 2' MN.-3' MAX. **SEE TECHNICAL SECTION 33 12 13 BALL VALVE -PAID 2' MIN. WITH PLUG FOR MATERIAL REOUIREMENTS 42 FOR DOUBLE SERV.) 4' MN. APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR A r TYPE "K" COPPER TUBING TAPPED TEE t2 FOR DOUBLE SERVICE) 1-1/2" X r BRASS WYE CORP STOP 0 FOR DOUBLE SERV.) r TYPE K COPPER TUBING (SINGLE SERVICE) 1-V2" TYPE K COPPER TUBING (DOUBLE SERVICE) 1-112" CUT -Off BEFORE WYE WATER LINE (SEE NOTE 1) NEW WATER SERVICE (SHORTAND LONC SIDE) W2-01 WATER STRUCTURAL BACKFLL AREA INCLUDES PPE ALL PAVED AREAS (SIDEWALKS. STREETS. ALLEYS. ORIVEWAYS.AND PARKING AREAS) ANDI SHALL EXTEND 5'BEYOND THE CURB LINE. STRUCTURAL BACKFLL SHALL BE CEMENT STABILIZED (OPTION NO. IN w4-03)OR EXCAVATED SOL COMPACTED J TO 98X MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTS" TO -4X WET OF OPIUM (OPTION NO. M IN W4-02) PIPE JOINT W2-00 5' PAVEMENT AREAS �•� �••: '•� �•SDEWALK.' 5• i STRUCTURAL BACKFILL AREA NOTE::R ypR� IN�pRy� ION wME R WE L CROS I. STMDARO SPECiICAT NKN OFOR w TER SEMRIERNLwIE CONSSS%p TY 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. ?R� �BO�RING FREE BRED. WET �NBOORINgG� ALLLLOWE�Dg�ONLY WHEN OPROVED BY � p 4 A BEND SUCHOTw1WTA THIE CARRIER PpEALCANPULLEDMAINvE1T TH PARALLEL Egg lk 2'-0" MN. ENCASEMENT 2'-0" MIN. OPEN CUT OPEN CUT WATER LINE LIMIT LIMIT NEAREST BELL JOINT (TYP. EA. END) 1 s- TV" {.- L- r MLA CuL \\l� CARRIER PIPE i-PC. PULL -ON WATE CASING SPACER TIGHT NEOPRENE END SEAL W/ STN. STL. CLAMPS "APS" OR "PSI" NOTE] CASING SPACERS BAND CLAMP 4 •RUNWR MIN. I THRU 24'DIA AT SPRNGLI E CASING) OR 6-RUNNER MIN. (24"-4r OA. CASING) STAILESS PROVIDE 4 go STL. TYPE304e 8" WIDE BAND RUNNERS AT W/ POLYMER R{NIEIM CENTERED BOTTOM 4V OR NON-CENTEREO:CLEM BELL. NN RESTRAINED FROM FLOTATION; INSULATED; -APS. INC.. MOD SS*' OR "CASCADE" \- STEEL CASING �;;-AOJUSTABLE TOP RUNNERS TO MAINTAIN r MAX CLR. /is -STEEL CASING 8" WIDE BAND STAINLESS STEEL (TYPE 304) "NEOPRENE NSULATON SLEEVE BETWEEN PIPE AND BAND POLYMER RUNNER (TYP) CASING DETAIL W2-02 W2- NOTES, yp q�yA w E /gyp �g L VALVE BOX L ST/MDARD % ICA�NNOFOR AINATER AND SEWER LINE��KIN TY 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REOUREO. 4H A BESUCMOTALHIATA THE CARRIER PPEALCAN 8E PULLSHj MAN VET TFIE SPAO� LEL - SHOULDER VARIES - WIDTH OF PAVEMENT WIDTH OF PAVEMENT MIN. I I I I_ GATE VALVE 3..0" �• K MAY GATE VALVE Y-O" BELOW DITCH FLOW LINE. � AS O ASEREOU R D CARRIER PIPE STEEL CASING CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING 4-00 © SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH. (WHICH IS FREE OF ROCKS. LUMPS. CLODS. OR DEBRIS LARGER THAN TWO (2) 0MG90L GROUND OR ORIGINAL GROUND IN FUTURE STREET INCHES IN THE LARGEST DIMENSION). COMPACTED TO A MNWUM OF 9OX OF MAXIMUM DENSITY AS DETERMINED BY BOTTOM OF SUB -GRADE IN FUTURE STREET AREA PLACE METAL DETECTOR AREA PLACE METAL DETECTOR TAPE AT A MINIMUM OF 24" ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMUM OF 24" ABOVE TOP OF PPE ABOVE TOP OF PIPE OPTIMUM TO -4X OF OPIUM UNDER NON-STRUCTURAL AREAS tie ... YARDS. PASTURES. EASEMENTS) AND TO A MINIMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED ASTM (STANDARD) AT A MOISTURE CONTENT WITHN Q SELECT MATERIAL ppBppY ��C*98 ANDIPAINVEMENI X QFASOPTIWM UNDER NEW STREET �-(A) SELECT MATERIAL �E © CEMENT STABILIZED SAND 6"-12- ® )MANUALLY ® GRANULAR MATERIAL 6"-�" B (MANUALLY OCONSOLDATE CONSOLIDATE AT OPTIMUM MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL OUANTITIES OF CLAY. DEBRIS. OR ORGANIC MOISTURE) MATERIAL AND WHICH. WHEN TESTED BY STANDARD AT OPTIMUM MOISTURE) 4- LABORATORY METHODS. MEET THE FOLLOWING REOUREMENTS: 4" LIMIT MAXIMUM UOUD45 PIPE ~ UNDISTURBED SOIL MAXIMUM INDEX 15 MAXIMUM PERCENT PASSING NO.200 SIEVE 35 UNDISTURBED SOIL ,� 0. MINIMUM PERCENT PASSING 3/4" SIEVE 100 O.U. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET. SHALL 6- MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 6" MIN./12- MAX. OPTIONNO. 1 ® CEMENT STABILIZED SAND OPTION NO. 2 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS LINE VALVE BOX 4-01 NOTES - I. FOR BOED08M6 AND TRENCIAM W/ThNN ALL PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. I BEDDING b INSTALLATION ACCORDANCEW TH SHALL ANSVAWWA STANDARDS BE FOR PVC PPE. 3. ALL BEDDING i INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSVAWWA C150/A21.50 4. J=ION SHALL BE ATTANEO BY MECHANICAL 5. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. 6. OUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK. EITHER WAX OR OUTSIDE TIE ROUT-OF-WAY.SHALL BE CONTROLLED BY THE CONTRACTOR. 7 PAVING OR PLATING PLACSHALL BE E THE END OF FILLED MO EACH AIRY WORKING DAY. S. SEE "OPEN CUT DETAILS" ST4-00.ST4-01i ST4-02. 9.EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET IN LENGTH. NO BEDDING SAND IN THIS AREA. CITY OF BRYAN The Good life, Texas Shk ` W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL GROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS IS PRESENT.SLOCK SOD WILL BE REOUREO. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN. ESTABLISHIENT OF VEGETATION MAY BE A WARRANTY ITEM. DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 1 ROCK SIZE — 3/4" TO 1.1/2" NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAININLET OR CATCH BASIN. HAY BALES METAL T-POST AS REO'D. TO MANT. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STORM DRAIN INLET PROTECTION SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. SWPP1-00 NOTE: HAY BALES 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. METAL T-POST — REO'D. TO MAINTAIN. HAY BALE \'NECE 5 (ASMM 0 48�35 TONE — 100� AS 9- DIAMETER) OVER 50, . GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. EROSION CONTROL ALONG DITCH METAL T-POST -1 AS REO'D. TO MAINTAIN. SPACED 6'APART m SWPPI-01 - 2-X4- WIRE MESH FASTENED TO T-POST - SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST 6 WIRE MESH S" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL SST FENCE AND/OR ALLOW 2.5' TO S' AT TOE OF MAY BALES TO BE SLOPE FOR SEDIMENT TO USED INAREAS OF ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. DRAINAGE FLOW. OF FLOW NATURAL GROUND DIRECTION 4" 4"X4" MIN. TRENCH ." SILT FENCE ASSEMBLY EXISTING STREET SECTION A -A 6" MIN. MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE VARIES so - To 100. GEOTEXTILE FABRIC SUBGRADE NOTE. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. CONSTRUCTION EXIT SILT CONTROL GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS IS PRESENT• BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY N 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. 100 V) z 0 V) w tr CITY OF BRYAN The Cood Life, Texas Style." DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S 1 APPROVED: W. P. K- FIGURE a WIPIP SHEET 1 OF 1